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HomeMy WebLinkAboutOcean Bay Villas (Bldg. 11) 24101872A I 16 3 4. U )ATE FILE1 PERMIT #: 61L c2l1 f% /si-7 ZEVISI0N F E: RECEIPT #: 't7 Y1I ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DE BUILDING & ZONING 2300 VIRGINIA AVENUE ' FORT PIERCE, FLORIDA 349_ 772-462-1553 APP ICATION FOR BUILDING PERM T Yr PROJECT INFORMATION LOCATIO /SITE ADDRESS: 6 DETAILEE DESCRIPTIONS OF PROJECT REVISION Relocation of water heater as per revised plan of 11 23/05 CONTRACTOR INFORMATION: ST.OFFL /CERT#: CGCo48554 20126 ST. LUCIE COUNTY CERT #: BUSINESSN ME: Kirchman Construction Co. QUALIFIE NAME: Rana l d 'R- Ki vchman ADDRESS: 2597 E Delmar St CITY: uar STATE F1 ZIP: 34997 PHONE(DA IME): 772 283 4256 _FAX # 772 2.83 1570 ARCHITIEN ER: NAME: Raul R Sotolongo ADDRESS: 10630 NW t S CITY: Miami STATE - ZIP: 80'9672 PHONE(DA TIME): 305 593 9798 FAX# 305 593 0096 119/02 2400 Rhod ft Pierce, I (. }New Co TTTIII Jurisdictior Occupancy Address: Contractor Contractor State: Architect/E Building 01 Occupancl. Gross sq 1 Occupant 1. All revi: 2. The Fir 3. The re., 4. Permit 5. Failed i 6. A copy 7. Penetn 8. UL des 9. Fire Al, ACCESS 1. Handr 2. Sepan 3. Azalea Provid Provid Reviewed ST LUCIE COUNTY FIRE DISTRICT BUREAU OF FIRE PREVENTION PLAN REVIEW Island Avenue 34950 >truction ( )Tenant Improvement ( )Addition SLC Ocean Bay villas Bldg. 11 201-203-20 Ocean Bay Drive Sikon Construction Corp. Address: 7000 W. Palmetto Park Rd. Ste. 408 Florida 3ineer: Raul Sotolongo Apartments Type: 9,118 NOTE Telephone: 772-40,2-8306 FAX: 772-462-846'8 )Renovation/alterations ()Shell Only F.P.B.: B-05-158 Building Dept: 24101872 Number of stories: 3 Phone # 561-394-3453 City: Boca Raton Zip Coder 33433 Phone # 305-593-0096 Review bate: 3/3/2005 Automatic sprinklers: Yes Net sq ft: Based On: SBCCI Type: VI unp ms must be in compliance before the final inspection. Marshal requires 24 hour notice on all inspections. active Building Department shall schedule all final inspections through the Fire Marshal's Office. es are required to be paid in full prior to any inspections. >pections require payment of fee prior to rescheduling of further inspections. f the required revision/s have been transmitted to the Architect O Contractor ( ). ons through rated assemblies shall be of proper UL design. n criteria shall be submitted with the construction plans. n Panels shall be located indoors. FLORIDA FIRE PREVENTION CODE, 2004 EDITION IS CURRENTLY ENFORCED. IS REQUIRED ( ) REVISIONS REQUIRED ACCESS KEY SWITCH REQUIRED ( ) are required on both sides of the stairs. permits are required for the installation of the fire sprinkler and fire alarm systems. Unit: smoke detector outside the sleeping areas on the third floor. smoke detector inside the den located on the second floor if a door is installed. Date: 3/3/2005 AN MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING E COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 MOL DIMION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 rva Munsmes r P.O. Box 529 Noko FL 34274 SCOPE• This NO is being issued under the applicable rules and regulations governing the use of construction materials. The doc entation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the B of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Auth 'ty Having Jurisdiction (AHJ). This NO shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this mduct or material tested for quality assurance purposes. If this product or material fails to perform in the manner, the manufacturer will incur the expense of such testing and the AID may immediately revoke, dify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revok is acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material 'Is to meet the requirements of the applicable building code. This pro ct is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of a Building Code. DESC ON: Series "SH-701" Aluminum Single Hung Window APPRO FloridaAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window", sheets 1 through 5 of 5, prepar by manufacturer, dated 219/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E., bearing a Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiratic date by the Miami -Dade County Product Control Division. MISSH 9 IMPACT RATING: Large and Small Missile Impact LABEL G: Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state and followitil statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEV AL of this NOA shall be considered after a renewal application has been filed and there has been no change ii the applicable building code negatively affecting the performance of this product. TE ATION of this NOA will occur after the expiration date or if there has been a revision or change in the material use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, r sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any ection of this NOA shall be cause for termination and removal of NOA. ADVE ISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the exp' tion date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done its entirety. 1NSPE Ui ION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shal available for inspection at the job site at the request of the Building Official. This NO revises NOA # 02-0702.04 and, consists of this page 1 as well as approval document mentioned above. The sub 'tied documentation was reviewed by Theodore Berman, P.E. NOA No 03-0514.01 Expiration Date- November 01, 2006 or Approval Date: November 06, 2003 Page I a LARGE MISSILE IMPACT WINDOWS NOT r---- 53 1/6" MAX. WINDOW WIDTH ---..1 1.) GLAZING OPTIONS: IA 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" ANNEALED GLASS. ® B. 5/16' (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LTTES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LTTE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS), D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED CUSS (.090 PVB INNER Q 2.) CONFIGURATIONS: O% LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98 (AND ASTM E 1300-94 OUTSIDE MIAI I-DADE COUNTY) 76'S. POSITNE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL-1889) AND GLASS (TABLES 8" MAX ASTM E 1300-98 (AND ASTM E 1300-94 OUTSIDE MLAMI-DADE COUNTY) MAX.X AT MTG. COMPARATWE ANALYSIS TABLE: WINDOW RAIL GLASS A. 5116" LAMINATED (1/8"A,.090,118"A HEIGHT TYPE: S. 5/16" LAMINATED (1/8"HS,.090,116"HS) FTL-188 VFM 17F, 50 1 2" x 38 1/4" G.13/16"LG.,V8"HS,3/8"SPACE, 5/18- LAMI(1I8"A,.090,1/8"HS) FTL-373 D. 13/16" I.G., 1/8"HS, 3M" SPACE, 5116 LAMI (1/8"HS,.090,1/8"HS) FTL-373 / WINDOW I WINDOW HEIGHT / WIDTH ! - 38.50.63.76.00 1 - A 68.7 -80.0 86.7 -80.0 1 - 66.7 60.0 88.7 .0 2soxvaxaVres �r�Y1Y x 26.500 0,10 66.7 66.7 55.7 OI C 66.7 .80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 yY -(- A 68.7 -80.0 86.7 -80.0 66.7 -69.6 572 57.2 13 1/8" 37.000 9 D 88.7 430.0 86.7 -8D.0 68.7 -80.0 66.7 -80.0 MA%. O.C. C 66.7 -80.0 66.7 -80.0 68.7 -80.0 68.7 776.1 ' A 66.7 -80.0 63.4 93 4 47.9 77.9 48.3 48.3 53.125 ND 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 'C 66.7 .80.0 63.4 -63.4 56.7 -58.7 64.5 -54.5 5 13' +� 6• MAX. MAX.AX. MAX. ON CENTER PP. HEAD &SILL F. . 6/J/03 D N.1D pA4 Ot[ k F17 OJ126103 C-ADD 1311 .6. E EV TION Fwed Doi: R"w 116- FK Io II of >e rMr& NOTES CONTINUEID , 4.) ANCHORS:: SP q• FROM EACH ORNER (HEAD &SILL) 9INDuSTRI D.B. 8%18/9B MAX. 6" G AT HEAP & ILL: 13.000 D.B. 2 9 98 MAX. SP�M EACH CORN R (JAMBS) /�3 narnewc MAX. SP G AT JAMBS 0 ERWSE 13.125 '/- ELEVATION A- NOTE NG WINDOW S 5.) SHUTTER REQUIREII NO SHUTTER REQUIRED'. 10701EceROl DRIVE �' 6.) REFERENCE TEST MKOWS, c a 275 ALUMINUM SINGLE H °ro"v k Ilk.Ilk.ORTS: FTL-188 & FTL-3739 fo A GI""�•PE P_ p 9712 P.O. BOX 1529 �M+/tb0rt Srale 4040sevav w Roxauis, R 34274 SH-701 NTS 1 a D t z 1/2' NOM. GLASS SITE 5/16" LAMINATED GLAZING DETAILS 1/8' ANNEALED OR HEAT STRENTHENED —�rTSTRENGTHENED GLASS090 INTERLAYERLED OR SAFLEX BY SOLUTIA ORDUPONT PVB 1/2" NOM.' GLASS BITEI 13/1 C LAMI I.G. GLAZING DETAILS 1/8" HEAT STRENGTHENED GLASS 3/8' AIR SPACE 1 8" HEAT STRENGTHENED GLASS .D 0 SOLUTNI OR DUPONT PVB INNER LAYER 1/ ANNEALED OR HEAT STRENGTHENED GLA 5 13/16" NgNI, 16" LAMINATED REFERENCE TEST fMORTS: FTL- 889 & FTL-3739 n-I'm I In VENDOR Xwtl F..'o 11 01T8, TA"9Q j. l0/B 7R. D.B. I 8 T8/98 INDUSTRIES D.B. 2 9 98 G4/ PARTS LIST & GLA NG OPTIONS 1070 TECHNOLOOT DRNE NG WINDOV PARIL Ckk PE NOKOMIS, FL 34275 ALUMINUM SINGLE � 40 ° PEW12 P.O. BOK 1529 S�M/Nohk 3nN: 3YNefr �� NONONIS, R 34274 SH-701 NTS 2 + S r � I-- 2.784 51125 MAX. WIDTH to oP ING 49.625 DAYLIGHT OPENING .737 .500 1.123 EXTERIOR INA rIV ROUGHrwc 2.i10 P.CzT. 1112 1 34.500 ------- -- -- --- --- ROi OPE IGH. VING '... �� DAYLIGHT - A OPENING p 1 INTERIOR ', r4 1 4 19 48.250 DAYLIGHT OPENING 0 8 6 HORIZONTAL SECTION 76.000 MAX.. HEIGHT 75A3.0� DAYLIGHT CTIV OPENING Aw 14,o1 b 6 n.mutwlN 4 OP710N4L I.., F : 61JI03 D-AW Q'A5 TIPf 11f4 J5 .33o VERTICAL ECTION F : 03/26/03 C-ADD 130-05 W.o4en:. N.ANN: F.K. .655 f 2 10/11 01 TB, TABLE, EATR. D. 8�18/98 Awbbru: EXTERIOR INS �% 1 USTRIE D.B. 2 9 98 OPENNc —�.784 // DesAp4�n: SECTInNS REFERENCE TEST REPGIPtS: ETL-188 i3 "" �/ 1070 7EOHNC . 95NE NOXOINS.F.M275 Ro ALUMINUM SINGLE HU p� �,1� WW:001'1'. & FTL-3739 LClak, P.E. PEfiW12 P.O. WX 1529 S^'1°1 ' Swwr Snit• w ,� Ax.• r%ulexv NOKOYS. IL 11211 SH-701 NIS 3 e 5 4040 2.784 �- ,�06�j2�II ��JI1II 737 .705 OALUM. 6063—T5 2.274 nFO61.707 2T F 187 OALUM. 6O63HS—T54 1 1.4511 .490 I I T� .062 ® ALUM. t063—T5 I i �--- 2.784 ---� OALUM. 6063-T5 2.325 1.969 .062 1.350 ALUM. 6063—T5 1.oe—1 .791 © ALUM. 6063—T5 REFERENCE TEST REPORT§- FTL-1889 I FTL-3739 1.165 062 348 .413 +� OALUM. 6063—T5 R*ML OK PE PE0712 1.5 T� 1.023 !.330 .052 i2.710 '-� 1.123 ALUM. 6063-T5 , 1.057 .678 .050 J 'L! ® ALUM. 6063—T5 1.187 062 1 1.403 ® ALUM. 6O63HS—T54 IRORRCTREVNW 4yff----PW%i b31111Y ♦�+� OM S0,5i4O1 L� r �311Qj�p or. .683 .050 1.097 I --- CHC ALUM. 6063—T5 L2W ` AL UMINUM S79SNbylkYhSro% 4274 $Il-701� NTS 4 d 5 4040 'v 1.250 v• 7 x WOOD °� 1.250 2 z WOOD <'4. BUCK BUCK 1/4' TAPCON /12 PA4 5. \tAX. .25� a.. MAX. 1/4- APCON 112 PANHEAD 250 NIAR 1 x WOOD 25— , BUCK MAX.. TYP. HEAD T HEAD TYP. JAMB 1 1/4" TAPCON 112 PANHEAD l8000CYNEVIB® �!lu19M0o .2 0 250 osier MAX tr w 1.500 1.500 nor. F. 6/3103 D—NO C140 774IS 2 x WOOD ' F . 0JI2610J C—NO CHA MS TYP—SILL + . e BUCK xma DA, Rmtlons + EX F �a�»/oI re, r sc 8 18/98 Rewam — TYP. _q /pusmES D.B+b. 2 9 B6 --- G/ �3 0EamoLy oSNANCHORAGE HUREFERENCE TESTMEPORTS: FTL 1889& FTL-3739 m LpPE x0rMU275 ALUM/NUM SINGLE f PEM9712 P.O. Box 1529 Smiw7Nnp.7; 5py4, SM1..k Spxtir4� NONOYS. FL 34274 SH-701 Nrs 5 �5 1.250 2 x WOOD BUCK 9 I MIAMI� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 MIAMI-DADE COUNTY, RDRIDA METRO-DADE PLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SGD•70" Aluminum Sliding Glass Door APPROVAL DOCUMENT: Drawing No. 4340, titled "Impact — Alum. Sliding Glass Door", sheets 1 through 6 of 6, prepared by manufacturer, dated 2116198 with revision on 6/2/03, signed and sealed by Robert Clark, P.E., hearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade. County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02-0306.01 and, consists of this page l.as well as approval doewnent Inenti0'ipd above. The submitted documentation was reviewed by Theodore Berman, P.E. opCT Cp�a M2.04 NOA No 03-0 12007 Expiration Date: May 06' <2003 Approval Date: November 066Pge 1 Pa 21" MAX. O.C. DOOR 47.W" MAX. 1.) GLAZING OPTIONS ELAX PANEL A '7116" (454) LAMINATED W/ AN .090 PVB INNER LAYER OF MONSANTO 555AAAHHHEEELLLEX MOM OR DUPONT BUTACTIE BETWEEN (2) LRES OF 3116" HEAT STRENGTHENED CLA55. B. 1 1116" I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS. A 112" AND A 7116" LAMINATED GLASS. THE 7/I6" LAMINATED GLASS COMPONENT AIR SPACE CONSIST OF AN .090 PVB INNER LAYER OF MONSANTO SAFELEX OR DUPONT BUTACITE LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/I6" HEAT STRENGTHENED C. AND Al 7116" LAMINATED GLASS.IS77NG OF THE7/IB,LITE OF �126- ELAMINATED GLASS COMPONENT EEN (1) GLASS. CONSIST OF AN .090 PYB INNER LAYER OF MONSANTO SAFELEX OR DUPONT BUTACRE BETWEEN (2) LUES OF 3/16".HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: XO/OX/XX 3.) DESIGN PRESSURE RATINGS: SEE TABLES (NOTE ALLOWABLE PRESSURE DIFFERENCES WITH GL455 UPGRADE OPTION) GLASSMEG DESIGN LOADS BASED ON TESTED PRESSURE AND E 1300-98. POS. DESIGN LOADS BASED ON WATER TEST PRESSURE ANDGLASS TABLE AE 4.) ANCHORAGE: 1300-98. DOUBLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 4 OF 6. ALTERNATE MORTISE LOCK HEAD & SILL: MAX. 6.1/2" FROM CORNERS & HANDLES (SEE SHEET 6) 93937" AT TIE MEETING RAIL CENTERLWE. MAX 96" M4X. 4" ON EACH SIDE OF MEETING RAIL CENTERLINE. PANEL MAK MAX. 21" SPACING. OX HEIGHT .LAMBS' MAX. 6" FROM CORNERS. MAX. 21" SPACING. SHUTTERS REQUIRED SHUREFERENCE RETEST RENT•NO 6.) REFERENCE TEST REPORTS: FTL-1972 & FTL-J741 6.) 4 Z) ALL FRAME CORNERS & PANELS SEALED WITH SCHNEE/MOREHEAO SFALANE CAMPARATWE ANALYSIS: M4741 35.5 GQ G4ASS TVPE 9.11/16'I.G.,MS'TEMPERED, I( AIRSPACE,)116'IAMINATED IS'16'0..090 I PVB. YIS'H52� /^ \ �-1 BFOCI( OFr IAFCH LOCK ABLE 3. WITH 3. 'HIGH SILL TABLE 4. W A' SILL DOOR HEIGHT DOOR HEIGHT 86.I 61.0W'o DOOR B�4.000 WIDTH NEG POS NEG POS NEG POB POS S WIDTH NEG POB NEG PO .NEG ; NEG POS ; aaD00R n9tl.I ' NeO.OW 21" ,TIN:. ANCHORS FDIM..-FROM CE iYPHEAD &.541. MAX. CENTER TYP. HEAD & S#L (SEE NOTE . 3It6'HS) I G E (2). ROWS OF ANCHORS TYP, HEAD. SILL & "BS (SEE SHT. 4 OF 6) mtl 6Y M R�A•iw: '.. F.K. 6 2 03 G ADO GLASS TYP OUTSIDE ELEVATION LOOKING IN)� iOCK @ 1 . RMN L.T. 6y. 15102 5 Pn-t9rz ////// o F.K. 19122102 E-NOCHG. �.� y/7 o uz D.B• 2 16 98 /� ((( 0••Wldm: W,m ELEVATION NEG POS /�/ 1070 TECIMOLOGY DRA•F -2 I7Va -W4S7 (1 MDKOws FL J4275 IMPACT — ALUM. S 47.3 M-7 6oWILd pM P.O. =I 1329 S•P••Y�•I' Kp1•' SM1wL 4i12 4S7 R 17. NW(0195, FL 34274 5GD-70 NTS I a G I 1/I6' NON. OLERAC - 36 1/2AIR SPACE ^ 1AM1 � 23 24 37 © J/16' ANWAlEC OR HEAT SVEN 04ED CVSS 0 GO PM WAR LATER 7/16' NON. U16 GLASS 3/16' TENP6RED CUSS DA som wm CR DUPONT WTACNE) 3/16' HEAT STRENGTHENED CL155 3/76' HEAT StRENC1NENED GLASS .080 PVH INNER UYE4 (MONSWTO S rAa OR DUPONf BITTACREJ J/16' NEAT STRENGRIENED CUSS 22 28II 22 28 1 21 35 591 NON. O GLASS SaF 3/8' NOM. GLASS BGE 7 ti 1 16- MI L G ING A1L 8 7116" LAMINATED GLAZING DETAIL 7ROD Bevlfien Rwd R..sw� .sve*e.rr Mr F.K. 6 2 OJ G—ADD TlEill 371y-0.5 PL09 X 5 6 03 F-� LT 5 15 02 Bd.e�.A.nc n.l pA F.K. 5 22/02 E O'CHG NIS 5 o1.r IND D.R 16 98 GLAZING DETAILS V To7o Tmaan v paA� ""R77DING GLASS DOOR _ Noxown P J�27s IMPACT — ALUM. S I "d ^• PC190nxrE. P.O. Box 13284340 G 6nm. AYx(G163 a J 274 50D-70 NTS 2 I.50o EXTERIOR �sF w as REFERENCE TEST REFORM. FTL_1972 & 1 SEE SHEET 5 FOR ALTERFMTE MORRSE LOCI( k HANDLES ROUGH OPENING XTERIOR 6 MITJCIIT OPENING INT RI R '/z` anxwr oP BB.00 MAN WIOiN G HORIZONTAL SECTION rm 5/e' O1YD OPENMG RXED PANE1..1AMB STILE FASTENED TO RIGHT F E kWB W/ ONE ALUMINUM ANCHOR CLIP 7' AND 51-1/2` FWM. INTERI REACH ENO (MM OF FOUR). EACH _Q FASTENED W/ TWO NO. B BY i' PAN # Z#M OR 5.5OO SEE NOT ON SHEET I. HEW SHEET METAL SCREW /� (j,/ AllT RNa11LD P& i D Ti LT. 5 15 O2 F.Ir 5/22 02 E—NO CHG D.R. 2 /6 98 SECT. VIEWS - OX 070fKKONs�a°5A2 P.O. BOX 1529 a 54274 IMPACT - ALUM. S SGD-70 Sala NTS 3 a ROUGH OPENING 1.255 'ROOUCT �ac.L °tw rh'W �Mrn1.D9 D.Mn�vOrr j 1 4340 1 G B f12 (SEE NOTE 1) 1/4• TAPCON W/ /12 HD 1 1/4. BDOK 1 -f x 1/4' WOOD BU M .. TYP. HEAD (SEE NOTE 1) 1/4' TAPCON W/ 112 HD ORN L.uusT I—ZsFFk sNEAR Lao To sue /4 - MUL {$ Typ. SILL 2 X WOOD BUCK 1 X WOOD BL�CK /I SCREW •' • (SEE NOTE 1) 1/4' TAPCON W/ /12 NO 1 1/2' IN. 1 1/4' MIN. TYP. JAMBS NOTE. 1. USE MAUI—OADED(wwy. � 0 OR INI' TARCON,. DESCRIPTION I V.T. #1 QTY. RevL4LY w.e e: e..irrlY:Y. F.K.Br 6 2 03 G—A00 fIEAI 37 rwea .p 17.04 e FK 1976loi IF' -ADO REMS A 36 sr wee: Beu1NBRIi LT. 15 OZ rAre1 _ '6w It d F.K. 22 02 COR 'r EMBEDMtJ /% W Drvm OMe: AfV�d1STR1Es D.B. 2116198 • AIL & PARTS LIST ANCHORAGE D '< SLIDING GLASS DOOR ilHe: LYaeing No. me.. 70 M'wII Wik P.E D �2? IMPACT — ALUW 6 Q40 G KE 9712 P.o. Box rs2" seKeeMoae ,�,.�,; sneer MOKDMIS• 6L J4214 sco-70 NTS 4 u .078 — — (D OWG.14302 2—TRACK HEAD 6063-75 5357 u u u 1 .078 6063—T5 DWG.14304 1-1.szv 5 2—TRACK JAMB JI 1 16a I„�� 6063—T5 2809 062 062 L99J OO WINE MOVING PANEL MEETING R41L DWG.14317 6063—HST54 j SCREEN .TOP PAIL 6063—T5 .078 —•-0-- 2.435 1--I` 5.177 —� OOWG.14303 2-7RACK SILL 6063-T5 !—T 2.591 1.235 i �1 1.610 DWG.14305 O TOP & BOT. RAIL — 1. 66 —{ 557 .078 . DWG14315 O2—TRACK THRESHOLD 6063—T5 7—i^ 2.376 —1 1.BIa �062 OOWG.14306 SIDE RAIL 6063—T5 1.045 1.019 LLJ DWG.14318 .obz 8 SCREEN BOT. RAIL 6063—T5 DWG.14319 % 9 SCREEN SIDE RAIL 6063-T5 -'—I i I 1— 1.9J5 21,.971 L DWG•1 DWG.14328 ZO SCREEN M PAIL 3 J FIXED PANEL CLIP G�Y 6063—. 6063—T5 P LO.k PZ PE ki 2 SWcWN .062 r- 5 DWC&314 O FIXED PANEL ADAPTER 6063-T5 1.876 I 062� DWG.14308 0 MEET. RAIL (FIXED) ! 6063-HST54 L—:-ICI 205 JJ9 Jf` .050 f — .624 DWG.14395 .3$ 1 V16 I.G. GLAZING -BEAD 606J—T5 T L.Y 5 715102 --- -- F.K. 5 22102 E—NO CHG INDU WES D.B. 2 i6 98 EXTRUSION PROFILI o OW, a 342n IMPACT — ALUM. S P.O. BOX ,529 fimwo— s,aN SMet naraeas, a J4274 SCD-70 I NTSJ 5 w •_ 1PTf .� G OTY.ILOCATION VENDOR VENDOR #11 H" k #ff THUMB KEY OPER110R TRUTH TRUTH TRUTH rcnna �I i IN RI EXTERIOR TYPICAL'XO' OR'OX' CONFIGURATION moau-rBev®m P.w! Br. 9oa: am:eP. SHi FK 6 2 03 G—NO CHG ' ' em.a�.: 6YPnbv(y�1 q / F.K. 516103 F--ADD ACT.. 'u- // 6� usnuES D.B. 2 16 98 l / °w Oft E LOCK & HANDLES ALTERNATE W PTI mw Tom TECHNOLOGY NOKOM Pc 34275 TiW: IMPACT — ALUM. LP.E. 'P.O BOX 1529I nPEpTf3 5°m'/Yoetl: SW: SM1aef: bNfl JI2){ SGD-70 NTS 6 Cell CODE C061PLIANCE OFFICE (BCCO) CONTROL DIVISION 7 A Industries Box 1529 mis. FL 34274 allAMI-DADE COUNTY, FLORIDA hIETRO-DADE FLAGLER BUILDING. 140 WEST FLAGLER STREET, SUITE 1603 hllAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (305)375--2906 NOA is being issued under the applicable rules and regulations governing the use of construction materials. documentation submitted has been reviewed by Miami -Dade County Product Control Divisinn and accepted to Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by \uthorityHaving Jurisdiction (AHJ). Th NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Dii sion (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to ha this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately rev ke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to voke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or mo rial fails to meet the requirements of the applicable building code. Thi product is approved as. de Zo of the Florida Building C DE 3CRIPTION: I"x Std. W A ROVALDOCUMENT: prcl ared, signed and sealed by Co rol Revision Stamp with tl Pro uct Control Division. M SILE IMPACTRATIN LA RELING: Each unit shall I Coll wing statement: "Miami-E RE qEWAL of this NOA shal chai ge in the applicable buildh TE tMINATION of this NOF mat rials, use, and/or manufact pro ct, for sales, advertising e wilt any section of this NOA sl AD ERTISEMENT: The Nt the i xpiration date may be disp be d ne in its entirety. IN 'ECTION: A copy of this and hall be available for inspei This NOA revises NOA N 00-0 The Vbmitted documentation v herein, and has been designed to comply with the High Velocity Hurricane I -Aluminum Tube Clipped Mullions rawing No. 6620, titled " 1" STD. Wall Mullion", sheets 1 through 5 of 5, k6rt L.Clark, P.E., dated 5/24101, bearing the Miami -Dade County Product Notice of Acceptance number and expiration date by the Miami -Dade County LargeandSmall Missile Impact - car a permanent label with the manufacturer's name or logo, city, state and Ide County Product Control Approved"'unless otherwise noted herein. be considered after a renewal application has been filed and there has been no g code negatively affecting the performance of this product. Will occur aRcr the expiration date or if there has been a revision or change in the irc of the product or process. Misuse of this NOA as an endorsement of any any other purposes shall automatically terminate this NOA. Failure to comply all be cause for termination and removal of NOA. A number preceded by the words Miami -Dade County, Florida, and followed by oycd,in advertising literature. If any portion of the NOA is displayed, then it shall tire NOA shall be provided to the user by the manufacturer or its distributors n at thejob site at the request of the Building Official !.05 and, consists of this page I as well as approval document mentioned above. reviewed by Theodore Berman, P.E. NOA No 02-0701.05 F.xpintlon Date: June 29, 2006 Approval Date: July 10, 2002 Page I MCNLVf£ TTK.b', TTP. Y' OR "D' Yuuax WIN CNOe\ 'V�NJQbV:` F�W�1 801N CWS PRJOUC( H1 \ I H OUImC PROOUC( GUZIND PRwxr TM. N NRLCl/ OU2uIG PROgKt i �WI W W � WIfW1 WIN W LFED TOG ER ABOVE FOR DETERMINING MAX ALLOWABL DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE ON PAGE 5 OF 5 DESIGN PRESSURE SEE TABLES MAX OPENING = W OR Wl+W2 ON PAGE 5 OF 5 MULL LENGTH = H MAX OPENING = 11 H OR HI+H2 MULL LENGTH = W NOTFS.' ,.FOR ANCHoRAc[ TYPE, OWENT9y REFER TO SHEETS 2, J AND 5 D LOCATION 2. WINDOWS MAY W M72LEO TOGETH TO A MAX OF 5 UMTS J. MULLIONS ARE 0PROVED FOR /M CT & NON -IMPACT R. REFERENCE TE"{l REPORT FTL-29 290J AND 2975 A .VlS- GUSWG I 11 PRODUCT Y" OR b' eaa: CMOs CU lw III GUINIC PROOIKI PR001/CT WIC—WS� W : wl.w N HIfN1 (2) WINDOWS MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M1) MAX OPENING = H OR HI+H2 MULL LENGTH =W OR WI+W2 M2) MAX OPENING = W OR WI+W2 MULL LENGTH = HI / T -q P.J.P. 0a 4¢APlis� �/ ,G✓` INDUSTRIES ARRANG // nN: Rob L ' k ty. ( l N .STD. W 1 OV21NC PRODUCT II MJ M1P. � YWLICN YI IF- PROOVCr 1 I 1—WI—I�WI—I—W]— I W W : WI+W1fWJ H NISN2 MULTIPLE WINDOWS MUI I�n W/0NE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MJ;IMAX OPENING - H OR HI+H2 MULL LENGTH - W OR WI+W2+WJ M4; MAX OPENING - WI+W2 OR W2+WJ MULL LENGTH = HI !RROUCT RENSFD Awl.F CP1 � APPRO EOA CWKVVJG 1N111 TIE A=. M�02-O MTAO> E'Mnl .iJVM ttOROA DUIgNGCaOE MW g.!z JUN t Dy er (J.4ie� Pogi lCnlnl MIW.LTf'AtfPOl OW1510N BIIIf W IG COEE CONRUNCE OiEKF RCCEVTARCENO. DO-d41Y .OS P.a x lees 51 6620 NUKwsx FE Ja2. MULLS NTS I •_ MULL KKIMN CL, ... ...... .. ISO w9 wr m ro rM. A I m SIM. /12 S.S. (Infi At rwsrtNus 0,0C cvurr FOR I' MULL I.C.T. 1. A7. 4 TYPICAL MULLION WOOD BLh NOT i 1. FOR MULL SIZE AND OUAN71TY OF ANCHOR SEE SHEET 5. FOR ANCHOR LOCATIONS Si QUANTITY OF ANCHORS FOR MULL -TO -CLIP AS THE QUANTITY OF ANCHORS FROM CLIP- 2. REFERENCE TEST REPORT FTL-29OZ 2903 IMPORTANT: OLLANTITY OF ANCHORS SHOWN ARE FOR A PI REPRESENTATION ONLY FOR gbRRECI OUANT71 ANCHORS PLEASE REFER TO PiAUKS AND FINI 8S R CORRECT ML 8SURE REDID A SPECIFIC APPLICATION. r-2'OR 4'—1 S..S. �F : �= .............. aw ) I I — 112 ION) SMINI fllll) = ,; �rov Art; MIN. �. AL �Mr O'EO SIT r-2'OA 4'—1 112 SIAQ ISO I rM MIN. T.- r-2* 0 .,pmIv,. SEC Mff p jj MIN. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TEE -0' APrRWEDASCO?APLYVMW'II?"E B =., �C� SO.Irl I'LOn'. .'I. I.Sl A MIOZ.O iV.0!5 0A &N-2 8 2D Br no ROL onnsIon minplD.Bepi—I."c—I P.J.P. "'4128100 CLIP & INSTALLATION DETAIL RobertL I" STD. WALL MULLION 0irk. "" RE- #39712 IDM rrcK,,,vtw On" p.o. 6620 INIOKWOS, FL 34275, �OWS, ft 5 2 IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR .CORRECT QUANTITY OF ANCHORS PLEASE REFER TO 'CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D.FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 7x MULL MULL SIZE 'A' 1 x2 x� )� i x 4 x 3 M IP AN H R NSA DK / 1099 $ MIN. FROG ENDS (TYP) 74 MAX. dAX 1 I" MULL CLIP 70NS FOUR (4) ANCHOR LOCATIONS CF RUSIOR 0W0 / 1099 2�— 4 MIN, FROM I` END (TYP) —I -3 LA'-1 T" MULL CLIF W/TABS REMOVED TWO-(2) ANCHOR LOCATIONS EZTRUSMH OWc / 1019 - _ 8 A4IN. .FROM ENO (TYP) -ji IA 1 I" MULL CLIP W/TABS REMOVED FGUR(4) ANCHOR LOCATIONS' EMRUSO OWC / 109 vRUDUCT REVISED -1 6mpplYleI WI LLI RtlN ARTROKDAS D�ng1wGM110 R@ vwI cM. AmM••n wog-0701•OS : 11npl(E�. yllglw 66PE ugmb. Die n4 WE �1111 4 U LUU MYs OM<�/b�v110 OMROLpv�iIOR DbYia. our muG. CWMP EOFF0 T P.J.P. 4128100 lip u� INDUSTRIES 111 MULLION CLIP ANCHO) RLCLm¢c 1" STD. WALL MULLION TEST REPORT FTL-'902.2903 AND 2975 /( 3%7/L 10>o rzunmlocr oawr v.a a" 15n RoxoRls.:n s.vs ROxaus. n w>. MULLS NTS 3 7 5620 11 8 (TYP) 4 I! 2'i 4 Ix STD. WALL MULLS tl �oucTx[vuEo MAT"L: 6063—T6 PM.E.b „ae xPPRO DASCO Lbx Wll,,,,e B. e.[E�. SW 5/rpr��x9{�1lf AInPM.a xe owbo$ DAIS EJVII GMC l4U E Elpmi mi� G wlE. IJfI C C p[ BY Muu WJe P/ PR iNpICMSm ObYn WkwGCpOECOMPE E0 a 4CEPTAKEW 0 0 - a Rl.d 9I WllQW BY. N, in .wnr. a.M h P.JP. WI.4/ZB/� �� w,mycxl: NOTE: �� INDUSTRIES PROF11r. toN Snuf: py p xa: 1. ,REFERENCE TEST REP T f7(-2g02/ 2g03 AND 2g75 Rob S Lc(an, .E ] "" STD. WALL MUINKS J�b 4 5 P6620 P.E.1tw,l '0l ICCxxLYp;Y DRhi- P. , Senee/MepeC .: Sumetwal xwsans...n �.an /roK.%,S n�Jin. MULLS 1X2X.125 2 Anchors _ 50 60� 70 OPENING WIDTH IN INC ES i 80 1 90 100 10 I 120 1307 160 O w _ = z 42 _--_- 48_ 50.625 _ _54 60 63 ---66 129 83 115 73 107 67 104 ! 103 I 103 1103 103 1 103 I 103 ' 63 1' 61 61 6161 61 61 70. 61 55 52 50 49 j49 49 49 49 57 49 44 I 41 39 38 138 38 38 38 41 35 3D_ 35 31 I. 29 1 27 1 26 25 1 25 25 1 25 _30 27 24 I 23 22 21 20 20 1 20 26 _ 23 21 I . 19 1 18 Elie I 47 17 17 72 O 76 J 7$ 96 111- - 144-- 7X4X.125 4 Anchors 23 20 20 _17 � 17 - 15 1 f - _ 50 60� _ 70 OPENING WIDTH IN INCHES 1 80 1. 90 I 100 1 110 1 120 130 11 0 O m z 3 _ _ 42 48 50.625 1. _-_ 54 60 63 66 - 72 170 W 170 170 _ 170 170_ _170 _ 142 170_ —176 _170 _170 170 170 170 1170 170 1 170 I 170 -1 1 170 1 170 I 170 170 170 1170 170 1 i70 170 170 I 170 170 170 170 170 _ 170 1 170 170 170 1 162 158 157 157 157 157 170 160 145 120 157 I 143 1 134 127 024 1 122. 122 122' 141 128 1 119 1112 1 108 1 106 106 106' 127 115 106 I 100 196 1 93 92 92 105 95 i. 87 81 47 1 74 72 71 t9 _ 76 120 - 102 90 81 74 1 69 165 63 61 59 j_78 111 94 83 74 68 63 60 57_ 55 53 _-84 88 75 55 59 53 49 46 44 42 40 90 72 60 53 47 1 43 39 37 35 33 31 2 _ 96-59.. 50 43 38 1 35 32 30 28 27 24 _108 41 35 1 30 27 24 22 20 19 18 16 111 36 32 28 24 1 22 —c— I 20 19 17 16 -144 17 - NOTES.". 1. MAXIMUM ALLOWABLE PRESSU E IN PSF. 2. DESIGN IS BASED ON OPENIN WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACEP r UNITS AT A TIME. SEE SHEET 1. �zY� REFERENCE TEST REPORT FTL 2902, 2903 AND 297 RobenLOark. P.E. P.E 139712 _L Struftral Vertical Mull Mull Length _ 1 _—Opening Width Horizontal Mull Opel ing Width Li ei Mull Length Multiple Mulled Units Mull Length Opening Width P.J.P. 1 ____4/28/00 0.a•glw•. PRESSURE CHARTS rm. 1 ' STD. WALL MULLION P.B. BOX 1529Satyr: s\. xwraeS. FLJwr MULLS NTS 5 rxuuuCf REVISED oa•wYIY\[wY\,\•PY•W .wl.e ue• AmN••w Xa0 1 09 E•N . B•Y B1 M6 I Utle YeW m Cofel Amos r{a� �ASp C1.patvm vent inE P900R [J= : JM pY ERpo .naomswR 9U1Lm%C0m C0fti RCe wtt:E 5620 MI M IM II� CODB C4MM.I&=OMCE FRAN CONTFAL DIYISIOn N CE OF Atx PrANCE OA Roof T d.b s. Flamm CAmKM o TO 1 W 3A' Ave Beaeb, FL ma This A is being ssuu� uadcr the applic The wbmiped isle been des by h3ard of Rude& add Appeals (BM 16e ihaviog Jusiadietiun (AHJ)• TM Lll not be valid after the a +anri Dade Cormty) an�or Up uct or material tasted for op sate the noanrGosacr s y, cr the use of acl acceptance, if it is determmMOR to mat the roqumemeata of t s approved as described loon arids Baildmg Coda.. Regalrspanah"S"11 VG: Each unit drall bear a stammart: "Miuni-Dade f Al. of this NOA shalt be o the applicable bunking eon MW s, nee, nobor>nanufsetme of the p tin olas, advertising or any other wita . of tips NOA shall he caus The NOA number thedam may be displayed m ad be enmety. IN �i- A copy of this erk**NOj andvail" 6a ismeccar stile MlAM"AD8C UMY,r7ORMA MblVD4MDB FLAGEJR9URJXNG t1awzsr BLAGLtRS1WM.5Ur1'i& 1603 MIAldt, FLDNIDA 33130.1563 (305)375-2901 PAX(7QSj375-VU ile Hiles a� regotationa gorraniag the tins of rAtiee materials. wed by MM1*13ade County Product Consul Division and swaplad to be used ha Miami Dade County and other areas where allowed by ration date =led below. The hhanst-Dade Catmty Product Consul e AM (w areas odrr than b1 anri lade County) reserve the rigid to ity assurance purposes. If firs product or material bile to perform to D incur the appease of such tuft and the AHI may immediately rodaa or material widdn their junsdiction. h ORA retain the tight by Miami -Dade Canty Product Control Division that this product or applicable balding code. , and bas been designed to comply with the High Velocity Hurncone ant label with the manufictumes name OF 1090, city, stale and tod uct Cw&W Approved", unless otherwise noted berek . d afteranuawal application has been filed and ducre has been no ively affecting the paffor weace ofthis produce. Fl r tie expiration dam or if time boa been a revision or change in the duct or process. Misuse of this NOA as an cadoncoatnt of any xposes shall auttmatuadly tam®ato this NOA. Failure to comply for t rmnabon and temoval of NOA. receded by the words Miaoti-Dade Canty, Florida, and followed by suing btcmwm If any potion of the NOA is displayed, than it shill shall be provided to the user by the menaEsclorcr or its distributors Pb site at the nquea of ft Building Official. by F=* ZWoW RRC NOANo.: 02-0 IL" BapiraUM Date 124&V ApprD.al Dow IWIM2 Page 10r f �J 9,1'd 6M 6W 2LL 01 166T£22atL 1 TD21I :14Md 0:80 NW-02-100 J FING ASSEMBLY APPP Roofing So Gory: RoofuyS COncre� 1. SCOPE This renews ews a .006109, using Haws A1190SPIUMilla `S' U Camerae Reef "K as muw&sctwed by Ham am R OfTile 4.bAyaaDeer Caxwob Tile dcsaibed in Section 2 of fhis Notice of Accepnnea For the locations whne the pressure requarcusada, as determined by epplicabto ba"hltmg code d, BK exceed the va w s lisiod in section 4 herein. The attachment calculations Amlt be dose a moment bleed syswn. 2. PRODUCT DRSCRIEMO Wassilactarml by Test Product lm -%Rr ns _Dalg as we IItgal / ph Widths 1 VV TAS 112 dnect deck or battened nail -ow, 09 HTile w1hickmitfaroradbmivesetappiiwtana. Accessary him, co mereo roof T TAS 112 picas for for use at hips, rakes, ridges Width: Ow valley wr omations. XI COmPONOM Os esODUCtr3 MA UWACTURM BY OTUM fps Test ProductLoad Mamfadurer �S jRacrnmtloa TAS114 Casrosionrcustastscrewor Geoaic Til Mils Min.10& 3" Appeaft E snwoth shank nails (With cu scut NOA) #Sa 2 W :tong To Saews 0.335' head TAS 114 Carrosiert resistant, coated, Credo die. AppeoduE square drive,gahanatd, (With eument NOA) 0.131" sham: coarse Dread woad samews dia. 0.175" screw domed dia. Prepped mortar mix Bermuda Roof Try Mortar NIA TAS 123 deigned fir mortar set roof Conaway, be. (with 0 Roof r #1140") Mortar 1.H Roof N/A N/A tile appligtaos. (Wild twreut NOA) mix Qm7oete TAS 123 deigned for mortar sel woof Consmwtira toe andications. Products (With aumat NOA) Prepared mortar moo W. R. Bonnl Co. TAS 123 designed for mortar as roof (With cturent NOA) the applications, NOA No.: 02.M60 3]pkiden Data 12Nci 7 Approval DUN TaMM Pape 2 of a 9i2'd 6££9 622 2LL:O1 166T£222LL 'i 3-MID:W[)NA £T:80 b002-02-130 L 9Wo-compooeat Mo Adhesive WA See NOA polyurethane adbtaive Polylbose tsrodtmts, dypmo desigped fnr ad od-M ad loc. 160 taof tik applications. (With owmat NOA) Factory Sinee component CTile Adhesive pttmitted See NOA polymeUum foam roof file Fhau'bk FrWwts laonel conish rs adhesive (With current NOA) Clips name Clip dt Min. K-wW& TAS 114 Cormsioo resistant clips Gmem beeves MuL 0.060" Appendix E wih axmsmn resistant (With cutest NOA) thick mails. Clip Fasteners Man. 8d Z 1 W" Lit WATIONIS 11 Fire elaasifieatim is Im I pad of this scceptmce. 32 For mortar or adhosim set file sMhcatiotM a stub Seal uplift test as accordance with RAS 106 maybe rtfer te applicable buiid'mg code. 33 Apphcwd shall mtwn the services of a Miomi-Dade Cumty Caftfttd tabmewy to perform qumterly tea a accordance with TAS 112. appendix W. Such testing shall be etAorttod to the Build ig Code Compliance Office ft wwww. 3A Mmimma micrinyow t anll be is compliance with the applieable Roofmg Applieabow Standards listed mectict 4.1 herein. 3.5 30M but mapped and wimpnett applications may be inhaled perpendicular to the root slope unless stated ol mwuc by the undes'lsymast contend mmu&Ctme s published fimanao. 3.6 Tin acceptance is for wood deck appliedions. Minimum deck requ±seosmts ahs11 be in cwatpliattce with appht able building code. INSTALLATION 4.1 Hanson RogeNpoobb 'S' li Comnetc Roof Tile and its campoaems aball be installed in strict ecropiiame with Roo Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Dab For Much MOA Me.: tit-091609 Expkadaft Daft-ll/ dw Approval D&W 1 IMI i'+Lt3d6 9,£'d SM9 622 2LL:t 166T l 3-DdID*WMH £T:60 b302-02-1M Taldle 2: tAanertts due to TVs S': 12m ": 12" S':12" 6': W T:12" or Pra(d (eater P Pined Batimm Deed Died Battens DirerA E#a8en Direct Batted► Diced RegaliSp edas s Deck 7-1 Dark Deck a Deck a Deck h v il 7.77 8.34 7. 8.20 T.49 8.03 7.3D T.83 7.1a 7.81 arse Expressed as a Moment - a4 itt-M) 4m Odd Type Ob ect Deck (Oda IMr trlYw�) Dr Vd Dedt (min. it113r Plywood) 83ft" lank Neils 28.6 41.2 19.4 i or Screw Veil 5.1 6.8 2.8 i owScrew w., as A2 7.3 J 1 I 23.1 1 Table 4: AttedMnsvttsicfardca a! a MneMt rlir tRia►) Far T _ Adhesive Sat SyiOM1s IT Tom Tit Appf sdon Wnirnane Attachment 10.7 ` ''h1pA Na: at-Mliy lVhv8ee D2te:12n"i AWOVXi Harr. t2n9M rap4.1f 9.6'd 6££9 622 2LL:01 16612222LL 13-1LI2:WO2U £T:80 tr002-02-IDO 0 m t Tape IA Aftedu� i esisfat>a a Expressed as a Momoa[ - S. LARE NG All tiles shall bar the ' or idauifiabk of ffic Coturol Appsuved" s nine ar logo, at following stateooeat: Miami-C f amb 6. BUILDING PERMffT S EQ N S 6.1 Application far bulling 't shalt be xcompmuod by copies of the following 6.1.1 T1tis Notice of 612 Any other is rtquitcd by the Buddimg Metal a applicable building code in order to PrOM evsluste the iostallatioo of this system. NOA Naa 02-W16M DAW.1244V AW*Vsl DOW 120942 Tate s at 6 9iS'd III 6E£9 622 223:OI. T66i£222LL -1 3-0AID:W0dA £1:80 t,002-02-1JO J FASTOM BKM a' MMMA K.) HANSUN REGAL i 9i9'd6M 622 2LL:0.L D"WI NGS 'IS" H CONtRE'i'E ROOF TnE of THIS AcCEPTANcz 140AX04Qb0 X6AAP Approwl DWN MOM Pie 6 a[6 T66T£222LL '7 3-MIS:4DdJ bT:6@ NW-02-130 CODE COMPLIANCE OFFICE (BCCO) CONTROL DIVISION MIAMI-DADS COUNTY, FLORIDA METRO-DADB FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 PAX (305) 375-2908 J dustries edmology Drive FL 34275 OA is being issued under the applicable rules and regulations governing the use of construction materials. entation submitted has been reviewed by Miami -Dade County Product Control Division and accepted Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by thority Having Jurisdiction (AHJ). OA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control on (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to product or material tested for quality assurance purposes. If this product or material fails to perform in ted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately , modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right oke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or 'al fails to meet the requirements of the applicable building code. roduet is approved as described herein, and has been designed to comply with the Florida Building Code, 'ng the High Velocity Hurricane Zone. .R.IPTION: Series "PW-701" Aluminum Picture Window-LMI AP OVAL DOCUMENT: Drawing No. 4259 4, titled "Aluminum Picture Window, Impact", sheets t through 10 o 10, prepared by manufacturer, dated 7114103, with revision "A", dated 12/15/03, signed and sealed by Robert L. Cr P E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance num er and approval date by the Miami -Dade County Product Control Division. H.E IMPACT RATING: Large and Small Missile Impact LA LING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and folio 'ng statement "Miami -Dade County Product Control Approved", unless otherwise noted herein. WAL of this NOA shall be considered after a renewal application has been filed and there has been no chan a in the applicable building code negatively affecting the performance of this product. TE ATION of this NOA will occur after the expiration date or if there has been a revision or change in the m als, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any prod ct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with y section of this NOA shall be cause for termination and removal of NOA. AD RTI5EMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the a piration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be d in its entirety. INS CTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and all be available for inspection at the job site at the request of the Building Official. This OA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned ..L_ The s bmitted documentation was reviewer! by Theodore Berman, P.E. _&A t was,. NOA No 03-1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page I E. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A" dated 12115/03, signed and sealed by Robert L. Clark, P.E. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. CALCULATIONS 1. Anchor Calculations, ASTM-E1300-98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. QUALITY ASSURANCE 1. Miami Dade Building Corte Compliance Office (BCCO). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02-0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01-0205.02issued to Solutia, Inc, for "Saflex / Keepsafe Maximum" dated 5117/01, expiring on 5/21/06. s� Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-1105.01 Expiration Date: February 19, 2009 E•1 Approval Date, February 191 zm F. G. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS L Laboratory compliance letter for Test Report no. FTL-3835, issued by Fenestration Testing Laboratory, Inc., dated 08/25/03, signed and sealed by Joseph Chan, P.E. 2. Laboratory compliance letter for Test Report no. FTL-3850, issued by Fenestration Testing Laboratory, Inc., dated 08/21103, signed and sealed by Joseph Chan, P.E. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-1105.01 Expiration Date: February 19, 2009 E-2 Approval Date: February 19, 2004 1. GLAZING OPTIONS: A. 7/16' LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/18" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16- HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAM[ I.G. GLASS COMPRISED OF (1) LITE OF 3MS' HEAT STRENGTHENED GLASS, A 7/16' AIRSPACE AND 7/16' LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16- ANNEALED GLASS AND (1) LITE OF 3/16- HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16' LAM[ I.G. GLASS COMPRISED OF (1) LITE OF 3/16- HEAT STRENGTHENED GLASS, A 7/18' AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH AN .0901NTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98 (AND ASTM E 13OD•94 OUTSIDE MIAMI-DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.98 (AND ASTM E 1300-94 OUTSIDE MIAMI-DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMWME COUNTY. GENERAL NOTES .......................... 1 GLAZING DETAILS ........................ 2 ELEVATIONS, FLANGED ............... 3 ELEVATIONS, INTEGRAL FIN....... 4 DESIGN PRESSURES FLANGED.. 5 DESIGN PRESSURES FINNED ...... 6 SECTIONS, FLANGED ................... 7 CORNER ASS'Y, FLANGED ........... 7 SECTIONS, INTEGRAL FIN........... 8 CORNER ASS'Y, INTEGRAL FIN... 8 EXTRUSION PROFILES ................. 9 PARTS LIST .................................... 9 ANCHORAGE ................................. 1 & 10 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 81/2' FROM CORNERS MAX. 11"O.C. JAMBS: A MAX, 8 1n" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 112' LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 6' O.C. JAMBS: AT EACH CORNER MAX. 6" O.C. 5, INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE RCA/ OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 8 1/2' FROM CORNERS e�u �y MAX. I I' O.C. JAMBS: ® MAX. 8 1/2' FROM CORNERS MAX. 11" O.C. - (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) & SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF T,iE FRAME. 8. REFERENCE TEST REPORTS: FTL.3635 & FTL3850 faro rzcMaavov143„OTES & TABLE OF CONTENTS g6UMINUM PICTURE W11 nkro NTS f fp i 1/i6" LAMI GLASS NOMINAL 7/16' LAMI GLASS NOMINAL 3H8' ANNEALED OR HEAT 7/16 LAMI GLASS NOMINAL 3/16" ANNEALED OF HEAT STRENGTHENED GLASS STRENGTHENED LASS •090 DUPONT BUTACITE OR .060 DUPONT BUTACLTE OR SAFLEX KEEPSAFE MAXIMUM SAFLEX KEEPSAFE MAXIMUM PVBINTERLAYER 7/16'AIR SPACE PVSINTERLAYER 3118" HEAT 3/16" HEAT STRENGTHENED 3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS GLASS 1 12 10 /f-7 17 Oa 21 18 OR 22 11 OUTSIDE 11/16" NOM OUTSIDE 11/16" NOM GLASS BITE GLASS BITE 13 2 13 OR 1 104 OR 15 7/1 "LAMI GLAZING DETAIL 1 1/16" LAMI I.G. GLAZING DETAIL FLANG D OR INTEGRAL FIN FRAME FLANGED OR INTEGRAL FIN FRAME (F NGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) �/✓- ram rcc,.ro�"orp"ne GLAZING DETAILS Jy wrov.+. rc vm ivm A - nwac r,rps�er nc,eor sro ALUMINUMPICNREWINDOW, IMPACT -R "704LV IMY016e A,W)� Neibly Bete N — ern ROOlt3 TS 7 10 425" A svw"r - 60" SETT AREA = 21 MAX. SIZE --9611X 47- OR MAX AREA a 24 7 S0. FT. MAX. SIZE = 6" X 46" OR MAX. AREA = 5.13 SO. Fi. FULL CIRCLE OCTAGON QUARTER CIRCLE MAX. SIZE = 60' DIA. MAX, SIZE - 60' BETWEEN FLATS MAX. SIZE - 68" X 68' OR MAX. AREA =19.63 SO. FT. OR MAX AREA = 20.71 S0. FT. OR MAX. AREA = 25.22 SO. FT. MAX. SIZE - 48' X 98" OR MAX AREA - 30.28 SO. FT ELLIPTICAL MAX. SIZE = 96' X 47' OR MAX. AREA = 31,99 S0. FT, EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SO. FT. _ 96" MAX.----.-� 441/4" \\\ 48' MAX. MAX L DLO 92114" MAX. DLO TRAPEZOID RECTANGLE MAX. SIZE =48" X 98" MAX. SIZE - 4W X 98" OR MAX AREA = 31.99 $0, FT. FOR II�CHORAGE INF TION SEE NOTE 3, SHEET 1 SHEET 10, DETAI C, D 8. E. OR MAX. AREA - 32.00 SO. FT. aawt/w Td(01®, A.Mn1 3 s 10 CaPL FULL CIRCLE F AFr. MAX. SIZE - 600 DU1. 1.OR MAX AREA -19.63 80. FT /i FAN MAX. SIZE - 96" X 4r MAX. AREA - 24.47 80. FT. HALF CIRCLE MAX. SIZE - 96' X 48' LAX, AREA -25.13 SO. FT. OCTAGON MAX SIZE = SO' BETWEEN FLATS OR MAX AREA - 20.71 80. FT. QUARTER CIRCLE MAX SIZE = 88" X 68' OR MAX AREA = 2522 SO. FT. Zf ELLIPTICAL MAX. SIZE - 96X 4" OR MAX. AREA = 31.99 5 EYEBROW MAX. SIZE = 96" X 48" OR MAX AREA - 31.99 SO. FT, 48" MAX. NOTES 4 8 5, SHEET 1 96" MAX. 93114" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SO, FT. 1..0 BOY W8m nat6 n wu 451/4' MAX. DLO MAX. ORMAX.; TRAPEZOID MAX. SIZE = 48" X.9flP, OR MAX. AREA - 31.99 S : FT 4 FT A. 7/16" LAMINATED GLASS (3/16"A, .090, 3116HS) TYPE. S. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" 1 D. 1 1/16" LAMI I.G. 3/16HS 7/16" SPACE 7/16" LAMI 3/16HS .090 3/1f WINDOW HEIGHT 71 87 1. TABLE PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4' TAPCONS. DESIGN PRESSURES ARE LIMI-D TO +/ P.S.F. WHEN ANCHORING WITH #12 SCREWS. 2. ALL IMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UN R IN TABLE 1. 3. ALL SH ES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE i, OR TO THE PRESSURE FOR THE SMALLER? SECT GIILAR SDP IN TAR, R 1 wuicu __... _—..__.._. P.O IJx,m ruvaws. R r,xr. P mr I NTSI 5 • to 1 42594 mt :. .rvt:=vt Kj 1 // 3 �La PL oe wru Sm,oPt 2.7W OUTSIDE 1 17 ,8 DAYLGHT OPENING - - MAX. WINDOW WIDTH — HORIZONTAL SECTION (FLANGE FPARAM ALONG ENTIRE JOINT r2.784' MAX. WINDOW HEIGHT ALONG ENTIRE JOINT FRAME) KEYED CORNER ASST 8 WELD (FLANGE FRAME) ALONG /� 8 ENTIRE n 2 J JOINT WELDED CORNER ASSY (FLANGE FRAME) ra Pox imP MMMY9.0. Wl. DAYLIGHT OPENING INSIDE VERTICAL SECTION (FLANGE FRAME) PW-7P7 I N7S 1 7 r 70 I - t259, i LC. P.L M W712 .130' DIA. z 21/2" I AT CORN AND 8' lOOD BUCK OR FRAMING J INTEGRAL FIN DETAIL A i/4' MAX SHIM 1 1/2' MIN. EMBEDMENT 1/4' TAPCON, 81/2' MAX. FROM CORNERS & 11" MAX. O,C. A (SEE NOTE 1) #12 SCREW, 8 1l2" MAX. FROM CORNERS & 11' MAX. O.C. A 2z WOOD SUCK (SEE NOTE 2) INTEGRAL FIN DETAIL B 1/4' MAX. SHIM 1 10 MIN. #12 SCREW, 81/2" FROM CORNERS & 11" MAX O.C. A 2x WOOD BUCK J (SEE NOTE 2) FLANGED DETAIL C APCON, 8 112' MAX. FROM JERS & N' MAX O.C. A NOTE 1) r1/4' MAX. r1/4" MAX, 1 SHIM 1 SHIM = T ...;.�. MIN. .., 9_! • : . • a:" EMBEDMENT 1 1/4" MIN.'.., :.:.:. - •., EMBEDMENT,', 1z WOOD BUCK NOTES: 1. USE ONLY 2. A -IN MIAP TO TR/ B - OUTSI[ AS APF (SEE NOTE 2) SOLID CONCRETE FOR HEAD & SILL J GED DETAIL D (SILL ONLY) OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E ADE COUNTY APPROVED ELCO TAPCONS. Al COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHE[ LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. I-DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR BY BUILDING OFFICIAL, PA=Im noraro:n+.v. w ml I NTS 1 10 " 10 1 425914 114' MAX. SHIM i ,lam ctober 26, 2004 FILE r. Don Smith ukka Development, Inc. f 027 S. Ocean Drive nsen Beach, FL 34957 OCEAN BAY VILLAS :ar Don, the referenced project, please note the following clarification: O STORAGE PERMITTED IN ATTIC' note has been added to attic access detail 3 on eet A-12, and also on floor plan keynote #31. e attached detail for clarification. ould you have any questions, please do not hesitate to call. Thank you. lonzalez Manager ONGO ARCHITECTS W 26 ok V FILE COPY WOOD M% ESEYOND E HOE INSULATION ADHERE) D DEVICE pEVICE TO V:" PL . SHTG x Y PLYWD. .......... .......................... L-7 WOOD CASAICs lU LAYER GIUB. ADHERED AT SIDE TO PLYUl00D SHEATHING (COORDINATE THICIWESS W/ 2" X 2" X 1/2" ADJACENT C,EILAJCs) CLIP ANGLE 3 ATTIC ACCESS N.T.S. -I2 (LOCKING TYPE) NO STORAGE PE : TTED IN ATTIC Am 0 u 1 0 a 0 O n of Lo L6 O co X LL 0 co 01 0` of a L9 0 O N Q O U) CA >N Z O c+) 10 O 0 N H W H U c M!J< SOTOLONGONg >P. DOUBLE DISPOSr 2. DISHWk 3. RANGE 1 4. MICROU o. COO<% 6. DOUBLE 1. 20" DEE b. 42" HIGF 9. LINEN W 10. SHOWEF II. SHOWER 12. SHOWER 13'. 30" MIN 14. 12XI8 OF 15. WASHER 16, DRYER Il. LAUNDR 10. ALUMSNL 113. MARBLE 20. VENTIL 21. DROP C 22. 42" PIG 23. CANv 24. LINE 25. MECH 26. AIR I 21. COND 25. ALUM. 2S. 42" LOU 30. FLAT HI 31. 20 X 36 32. ELECTR 33. ELECTR 34. DOWN6f 35. ELEV, H WITH SE TO ARC 3io. DECOR 31, 42" HICs 30. STEEL C 3'3. DRYWAI 40. WATER 41. IS" HIGH 42. 12" DEEP 43. DOUBLE 44. RE=RIG 45, DROP C 4C- A/C CH, 41. CURTAIL 4a. 42" HIG- 4�. SEE WAT ABOVE C 50. ROOF BE 51- BOX OUT 52. UPPER C 53. CULTURE[ 54. PROVIDE 55, BOX OUT INK ,5" DEEP STAINLESS STEEL WITH GARBAGE (UNDERMOUNT) :TH COOKTOP vE W/ RECIRCULATING HOOD E 0 U ' } FILE COPV OVEN `o 'PANTRY SHELVING (5) °a MIRROR p -H 5 SHELVES 5 ENCLOSURE TO BE SAFETY GLAZED GLASS CAT. II. :ONTROLS 3 3 O N c Q KNEE SPACE 'IONAL WHIRLPOOL ACCESS PANEL SINK ITHRESHOLD THRESHOLD TED SHELVING G AT V-2"AFF, ALUM. RAILING SEE ELEV. AWNING ABOVE CONC. BEAM AE IDLER UNIT SING UNIT aNDRAIL 9 2'-10" Ir ENDAT IONS. WALL ADER AT V-6" AR. ATTIC ACCESS Pk PICKETS TO REJECT 9 4" 0 (SEE STR . DRAWINGS) ALL AS PER MANUF. TYPE) DUT AND 6PLA64LOCK )ISTWAY CONTRACTOR TO COORDINATE SIZE ECTED MANUFACTURER SUBMIT SHOP DRAWING ITECT FOR APPROvAL TIVE COLUMN PARTITION, SLOPED TO MATCH STAIR DLUMN. SEE STRUCTURAL DRAWINGS - NICHE EATER -ILED SHOWER SE T BASE'CABINET BELOW ISLAND FURRING RATOR .G. TO 8'-l0" ±v,LF. TO CONCEAL PLUMBING ABOVE 3E SEE MECHANICAL DU&5 0 j, SAFEGUARD RAILING TO REJECT a 4" m OBJECT. = R PROOFING NOTE BELOW FOR TERRACE FLOO_P 4RAGE OW SEAM TO WIDTH Or COLUMN BINETS. 36 o LAUNDRY $ 42" g KITCHENS OCT 2 6 MARBLE VANITY' INSULATION IN LAUNDRY WALLS R-II MIN. :OR PLUMBING O ol 0 0 ol Lo L6 0 co Q O 00 a ol rn L9 Ln 0 co O N co co WE LJ N z 0 10 CD 0 O U W H C) c Q SOTOI onl,-�0 :: L FORM 6,b0A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project ame: Ocean Bay Villas CocoplUlf Builder: Address Permitting Office: Port St. Lucie City, Ste e: Permit Number. Owner: Development Jurisdiction Number: 661200 Climate one: Central 1. New onstructionor existing -- New 12. Cooling systems 2.- Smgl.4 family or multi -family Multi -family _ a. Central Unit Cap: 60.0 kBtu/hr 3. Natal er of units,. if multi -family 3. SEER: 10.20 _ 4. Numt e r of Bedrooms 3 b. N/A ' 5.. Is thfi a wont case? No -_ 6. Cond boned floor area (ft2) 2579 ft2 c. N/A 7, Glass area & type Single Pane Double Pane a. Clear lass, default U factor 0.0 IT, 0.0 ft2 13. Heating systems b. Defat It tint 519.4 ft� 0.0 IF _ a. Electric Heat Pump Cap: 34.0 kBm/hr _ c. Label d U or SHGC 0.0 111 a.0 fr, HSPF: 7.20 _. A. Floor ypes _ b. NIA a. Slab- ❑-GradeEdge Insulation. R=0.0, 102.0(p) It b. N/A _ c. N/A - c, N/A _ - 9. Wall pes _ 14. Hot water systems a. Fran , Wood, Adjacent R=11 0, 19,1.0 ft2 _ a. Electric Resistance - Cap: 66.0 gallons _ b. Conci te,. Int Insul, Exterior R=5.0, 2202.0 ft'. _ EF: 0.87 _ c. N/A b N/A i - d. N/A e. N/A _ c. Conservation credits 10. Ceili types (HR-Heat recovery,. Solar I a. Undo Attic R=30 0, 1021.0 ft2 DHP-Dedicated heat pump) b. N/A 15. HVAC credits PT c N/A (CF Ceiling fan, CV -Cross It �o 11. Ducts ' Whole house fan, a: Sup: PT nc. Ret: Con. AH(Sealed):Interior .Sup. R-6 0, 30.0 ft PT-Programm e b. N/A MZ C- MZrH- ne r Glass/Floor Area: 0.20 Total as -built points; 34160 PA Total base points: 34663 I hereby ertify that the plans and spec-#' aligns cbvered Review of the plans and by this c Iculation are in complial atlib-t9e Flood ' f specifications covered by this �o4T14Esr4rF Energy ode.' calculation indicates compliance PREPA RED BY: with the Florida Energy Code. ' Before construction is completed y DATE: this building will be inspected for . e I hereby ertify that this build! ,q; s des!."'n ;ism compliance; with Section 553,908 r� complian e with the Florida ergC Florida Statutes. Cob W6 OWNE AGENT: BUILDING OFFICIAL: DATE: DATE:' EneegyGauge® (Version: FLRCPB v3.30) FORM 600A}2001 SUMMER CALCULATIONS Re idential Whole (Building Performance Method A - Details UM BASE GLASS TYP S 18 X Condi Toned X BSPM =Points Floor rea Type/SC .18 25, 9.0. 25.78 11967.6 Single, Tint Single, Tint Single, Tint Single, Tint Single, Tint Single, Tint Single, Tint Single, Tint Single, Tint Single, Tint Single, Tint Single, Tint As -Built Total: WALL TYPES Area X BSPM = Points Type Adjacent 191.0 0.70 133.7 Frame, Wood, Adjacent Exterior 2202.0 1,90 4183.8 Concrete, Int Insul, Exterior Base Total: 2393.0 4317.5 As -Built Total: DOOR TYPES Area. X BSPM = Points Type Adjacent 21.3 1.60 34.1 Adjacent Insulated Exterior 28.0 4.80 134.4 Exterior insulated Base Total: 49.3 168.5 As -Built Total: CEILINGTYPIES Area X BSPM = Points Type Under Attic 1021.0 2.13 217A7 Under Attic Base Total: 11 1021.0 2174.7 As -Built Total: FLOOR TYPE 3 Area X BSPM = Points Type Slab 102.0(p) -31.8 -3243.6 Slab -On -Grade Edge Insulation Raised 0.0 0.00 0.0 ®se Total: -3243.6 As -Built Total- EnergyGauget *A Form 60OA-2001 PERMIT #: AS -BUILT Overhang Ornt Len Hgt Area X SPM X SOF = Points W 5.0 8.0 192.0 47.90 0.67 6162.0 W 1.5 28.0 32.8 47.90 1.00 1566.6 W 1.5 18.0 49.0 47.90 1.00 2336.6 W 1.5 5.4 18.6 47.90 0.90 798.6 E 1.5. 22.0 49.8 53.27. 1.00 2642.4 E 1.5 8.8 12.6 53.27 0.97 650.3 E 1.5 "11.7 26.4 53.27 0.99 1390.7 N 1.5 31.2 16.6 24.46. 1.00 404.9 N 1.5 20.0 49.8 24.46. 1.00 1212.6 N 5.0 8.0 16.6 24.46 0.80 324.4 N 1.5 9.3 33.2 24.46 0.98 794.1 N 1.5 8.3 22.0 24.46 0.97 522.4 519.4 18805.6 R-Value Area X SPM = Points 11.0 191.0 0.70 133.7 5.0 2202.0 1.00 2202.0 2393.0 2335.7 Area X SPM = Points 21.3 1.60 34.1 28.0 4.80 134.4 49.3 168.5 R-Value Area X SPM X SCM = Points 30.0 1021.0 - 2.13 X 1.00 2174.7 - 1021.0 2174.7 R-Value Area X SPM 4 "yPoints 0,0 102.0(p. -31.9 - 253.$ A 1 -.A EnergyGauge®/FIaRES'2001 FLRCPB v3.30 mt 102.0 FORM 60OAf-2001 SUMMER CALCULATIONS dential Whole Building Performance Method A - Details ADDRES$:... PERMIT #: BASE AS -BUILT INFILTRATI N Area X BSPM = Points Area X SPM = Points 2579.0 14.31 36905.5 2579.0 14,31 36905.5 Summer Blase Points: 52290.2 Summer As -Built Points: 57136.2 Total Summ r X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Poinis (DM x DSM x AHU) 52290.2 0.4266 22307.0 57136.2 57136.2 1.000 1.00 (1.079 x 1.150 x 0.85) 0.334 1.061 0.334 0,950 0.950 19252.0 19252.0 FORM 60OA-1001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: J „ PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditi 'ned X BWPM = Points Overhang Floor A ea Type/SC Ornt Len Hgt Area X WPM X WOF = Points .is 257 .0 5.86 2720.3 Single, Tint W 5.0 8.0 192.0 13.80 1.06 2802.3 Single, Tint W 1.5 28.0 32.8 13.80 1.00 452.4 Single, Tint W 1.5 18.0 49.0 13.80 1-00 675.6 Single, Tint W 1.5 5.4 - 18.6 13.80 1.01 260.2I Single, Tint E 1.5 22.0 49.8 13.04 1.00 650.8 Single, Tint E 1.5 8.8 12.6 13.04 1.01 165.7 Single, Tint E 1.5 11.7 26.4 13.04 1.01 346.0 Single, Tint N 1.5 31.2 16.6 15.38 1.00 - 255.2 Single, Tint N 1.5 20.0 49.8 15.38 1.00. 765.2 Single, Tint N 5.0 8.0 16.6 15.38 0.99 253.4 Single, Tint N 1.5 9.3 33.2 15.38 1.00 509.5 Single, Tint N 1.5 8.3 22.0 15.38 1.00 337.6 As -Built Total: 519.4 7473.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 1910 1.80 343.8 Frame, Wood, Adjacent 11.0 191.0 1.80 343.8 Exterior 2202.0 2.00 4404.0 Concrete, Int Insul, Exterior 5.0 2202.0 2.90 6385.8 Base Total: 2393.0 4747.8 As -Built Total: 2393.0 6729.E DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 21.3 -4.00 85.2 Adjacent Insulated 21.3 4.00 85.2 Exterior 28.0 5.10 142.8 Exterior Insulated 28.0 5.10 142.8 Base Total: 49.3 228.0 As -Built Total: - 49.3 228.0 CEILING TYPE 3 Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic - 1021.0. 0.64 653.4 Under Attic 30.0 1021.0 0.64 X 1.00 653.4 Base Total: 1021.0 653.4 As -Built Total: 1021.0 653.4 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 02.0(p) -1.9 -193.8 Slab -On -Grade Edge Insulation 0.0 102.0(p 2.50 255.0 Raised 0.0 0.00 0.0 Base Total: -193.6 As-BuiltTotal: 102.0 255.0 EnergyGauge® 0 Form 60OA-2001 I EnergyGauge&FIaRES'2001 FLRCPB v3.30 FORM 60OA-1001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: � , , PERMIT #: BASE AS -BUILT INFILTRATIONi Area X BWPM = Points Area X WPM = Points 2579.0 -0.28 -722.1 2579.0 -0.28 -722.1 Winter Base Points: 7433.6 Winter As -Built Points: 14617.7 Total Winter System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 7433.E 0.6274 4663.9 14617.7 14617.7 1.000 1.00 (061x 083 x 87)0 474 0.950 7127.7 EnergyGaugeTM Di Form 60OA-2001 EnergyGauge&FIaRES-2001 FLRCPB v3.30 FORM '600 =2001 WALTER HEATING & CODE COMPLIANCE STATUS Rinsidential Whole Building Performance Method A - Details ADDRE 5: PERMIT#: BASE _ AS -BUILT a� WATER HE kTING Number of X Multiplier Fotal Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier . 3 2564.00 7692.0 66.0 0.87 3 1.00 2593.47 1:00 7780.4 As -Built Total - 7780.4 B EnergyGaugeTM CA Form 600A-2001 I 04'SSE STglE y EnergyGauge&FIaRES'2001 .F RCPB v3.30 FORM 6 OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADD ESS: , , , PERMIT #: 6A-21 I FILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION .REQUIREMENTS FOR EACH PRACTICE Exterior ndows & Doors 606.1.ABC.1.1 Maximum .3 cfm/s .ft, window area; .5 cfm/s .ft: door area. Exterior & Ndjacent Walls 606.1.A6 .1 2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames surrounding wall; foundation] & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations;. between wall panels & top/bottom plates; betweenwalls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealedto the foundation to the too plate Floors 606.1.ABC.1.2.2 Penetrations/openings:>1/8" sealed unless backed by truss orjoint members. - EXCEPTI6N:.Frame floors where continuous infiltration barrier is installed. that is. sealed to the enmeter, enetrations and seams. Ceilings. 606A..ABCA.2.3 Between walls & ceilings; penetrations of ceiling. planeof top floor; around shafts,: chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp. board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at enetrations: and seams: Recessed ighting Fixtures 606.1.ABC.1 2.4 .Type IC rated withno penetrations, sealed; or Type IC or non -IC rated, installed. inside a -sealed box, with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from. IAdditional I fltration reqts 606.1.ABC.1.3 EN RA-ii n 1I PPPSCPIPTIVP MGA CI IP ist fans vented to outdoors, dampers; combustion space heaters comply with NFPA combustion air- COMPONEqTS SECTION- REQUIREMENTS ___CHECK Water Heat rs 612.1. Comply with efficiency requirements in Table-6-12. Switch or clearly marked circuit breaker electric or cutoff as must be p rovided. External or built-in heat tra required. -� Swimming ools & Spas 612.1. Spas & heated pools must have covers (except solar Heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal. ,� > _ efficlen of 78%. Shower hez J s 612.1 Water flow must be restricted to no more than2.5 allons er minute at 80 PSIG. Air Distribut In Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically. 'attached, scaled,. insulated, and installed in accordance with the criteria of Section 610. _ Ducts in unconditionedattics: R-6min. insulation HVAC Cent ols _ 607.1 Se arate r adil accessible manualor automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-1.9. Common walls-Frame'R-11 or CBS R-3 both sides. Common ceiling & floors RA 1: EnergyGau IeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 I. ` New co 2. Single 3, Numbei 4. Numbe 5. Is this a 6. Conditi 7. Glass ar a. Clear- b. Clear c. Tintloth d. Tint/oth 8. Floor ty a Slab -On b. N/A c. N/A 9. Wall ty & Frame, b. Concret c: N/A d. N/A e. N/A 10. Ceiling & Under b. N/A c. N/A I L Ducts a. Sup: Un . b. N/A I certify in this he based on Builder S Address "NOTE: Thi This is not a Your home n Contact the, information contact the L ]NERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.4 The higher the score, the more efficient the home. a or existing multi -family if multi -family orst case? =d floor.wea (ft') & type gle pane ible pane SHGC - single pane SHGC - double pane Edge Insulation aod, Adjacent Int Insul, Exterior Anchor Bay Development, , , , New 12. Cooling systems -Multi-family _ a. Central Unit 3 3 No _ 2579 ft' Single Pane Double Pane - 0.011' 0.0ft' _ 519.4 @' 0.0 ft' _ 0.0 ft' - 0.0 ft' R=0.0, 102.0(p) ft R=11.0, 191.0 ft2 _ R=5.0, 2202.0 ft' R=30.0, 1021.0 W Reu Con. AH(Sealed):Interior Sup. R=6.0, 30.0 ft b. N/A c. N/A B. Heating systems a. Electric Heat Pump 6. N/A c. N/A 14. Hot water systems & Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling MZ-H-Multizone heating) his home has complied with the Florida Energy Efficiency Code For Building through the above energy saving features which will be installed (or exceeded) lefore final inspection. Otherwise, a new EPL Display Card will be completed tlled Code compliant features. Date: v Home: _ City/FL Zip: me's estimated energy performance score is only available through the FLARES computer program. ilding Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE Energ%Starr'"designation), qualify for energy efficiency mortgage (EEM) incentives'ifyou obtain a Florida Energy Gauge Rating. rV Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wtvw.fsea ucf edu for a list of certified Raters. For information; about Florida's Energy Efficiency Code For Building Construction, trtmenf of Communig: Affairs at 8501487-1824. EnergyGauge® (Version: FLRCPB v3.30)- Cap: 60.0 kBtu/hr SEER: 10.20 Cap: 34.0 kBtu/hr _ HSPF: 7.20 Cap: 66.0 gallons EF: 0.87 PT, _ Anchor Summary Energy Code Results Residential Whole Building Performance Method A Development Project Title: Code Only Ocean Bay Villas Cocoplum Professional Version Climate: Central 6/1 0/2004 Building Loads Base As -Built Summer: 52290 noint r Is Q I �ummUr. r 0 136 points I Winter: 7434 points Winter: 14618 points Not Water: 6769 points Hot Water: 6769 points Total: 66493 points Total: 78523 points Energy Use Base Cooling: 22307 points Heating: 4664 points Hot Water: 7692 points Total: 34663 points As -Built Cooling: 19252 points Heating: 7128 points Hot Water: 7780 points Total: 34160 points PASS e-Ratio: 0.99 EnergyGauge®(Version: FLRCPB v3.30) R sidential System Sizing Calculation Summary Anchor Bay Develo ment , Project Title: Code Only Ocean Bay Villas Cocoplum Professional Version Climate: Central Location for weath Humidity data: I r data: Fort Pierce - Defaults: Latitude(27) Temp Range(L) erior RH 50% Outdoor wet bulb 78F Humidit difference — r. Winter design tem erature 42 F Summer design temperature FWinter setpoint70 F Summer setpoint 7 F Winter tam eratur difference 28 F Summer tamra790 15 F Total heatinglot calculation 33330 Btuh Total coolie load calculation 46002 Btuh Submitted heating apacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Hea Pump) 102.0 34000 Sensible (SHR = 0.7) 106.2 42000 Heat Pump + Aux![ ry(OAkW) 102.0 34000 Latent 278.5 18000 I Total Electric Heat Pump) 130.4 60000 WINTER CALCULATIONS Window total 519 sqft 14543 Btuh Wall total 2393 sqft 9152 Btuh Door total 1 49 sqft 569 Btuh Dom, Ceiling total 1021 sqft 919 Btuh Floor total 102 ft 2315 Btuh Infiltration 138 cfm 4245 Btuh Subtotal 31743 Btuh Duct loss 1587 Btuh WIN TOTAL HEAT LO S zzann o...� SUMMER CALCULATIONS Window total 519 sqft 21909 Btuh Wall total 2393 sqft 5093 Btuh Door total 49 sqft 523 Btuh Ceiling total 1021 sqft 1429 Btuh Floor total 0 Btuh Infiltration 121 cfm 1990 Btuh internal gain 5000 Btuh Subtotal(sensible) 35943 Btuh Duct gain 3594 Btuh Total tensible gal 39537 Btuh Latent gain(infiltrati n) 5084 Btuh Latent gain(internal 1380 Btuh Total latent gain 6464 Btuh La,I, IF 0l(3%) Laelx DURx(°=h) m,ac. Dona m Sizing F EP RED B SysteEPARED BY: TE: D FLRCPB v3.30 «sue e) ,m Sizing Calculations - Summer Residential Load - Component Details Project Title: Code Only Ocean Bay Villas Cocoplum Professional Version Climate: Central e (Defaults) Summer Temperature Difference: 15.0 F 6/1012004 Windo Type Panes/SHGC/U/lnSh/ExSh Omt Overhang Len H t WindowArea(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1, Tint, 1.00, N, N W 5 8 192.0 99.6 92.4 20 61 7628 Btuh 2 1, Tint, 1,00, N, N W 1.5 28 32.8 0.0 32.8 20 61 2001 Btuh 3 1, Tint, 1.00, N, N W 1.5 18 49.0 0.0 49.0 20 61 2989 Btuh 4 1, Tint, 1.00, N, N W 1.5 5.41 18.6 0.6 18.0 20 61 1110 Btuh 5 1, Tint, 1.00, N, N - E - 1.5 22 49.8 0.0 49.8 20 61 ' 3038 Btuh 6 1, Tint, 1.00, N, N E 1.5 8.83 12.6 0.0 12.6 20 - 61 769 Btuh 7 1, Tint, 1.00,-N,.N E 1.5 11.6 26.4 0.0 26.4 20 61 I 1610 Btuh 8 1, Tint, 1.00, N, N N 1.5 31.1 16.6 0.0 16.6 20 20 332 Btuh 9 1, Tint, 1.00, N, N N 1.5 20 49.8 0.0 49.8 20 20 996 Btuh 90 1, Tint, 1.00, N. N N 5 8 16.6 0.0 16.6 20 20 332 Btuh 11 1, Tint, 1.00, N, N. N 1.5 9.33 33.2 0.0 33.2 20 20 664 Stuh 12 1, Tint, 1.00, N, N N 1.5 8.33 22.0 0.0 22.0 20 20 440 Btuh Window Total 519 21909 Btuh Wall Type R-Value Area HTM Load 1 Frame - Adjacent 11.0 191.0 1.3 248 Btuh 2 Concrete - Exterior 5.0 2202.0 2.2 4844 Bluth Wall Total 2393.0 5093 Btuh Doo Type Area HTM Load 1 Insulated -Adjac 21.3 10.6 226 Btuh 2 Insulated - Exter 28.0 10.6 297 Stuh Door Total 49.3 523 Btuh Ceilin s Type/Color R-Value Area HTM Load 1 Under ABic/Dark. 30.0 10210 1.4 1429 Btuh Ceiling Total 1021.0 1429 Btuh Floo s Type R-Value Size HTM Load 1 Slab -On -Grade Edge Insulation 0.0 102.0 ft(p) 0.0 0 Stuh Floor Total 102.0 0 Btuh Infiltra ion Type ACH Volume CFM= Load Natural 0.35 20632 120.6 1990 Stuh Mechanical infiltration Total 0 0 Stuh 121 1990 Btuh Load c4 EnergyGauge® FLRC 30 N' _ 0 Manual J Summer Calculations Residential Load - Component Details (continued) Anc or Bay Development Project Title: Code Only Ocean Bay Villas Cocoplum Professional Version Climate: Central 6/10/2004 Subtotal 35943 Stuh Duct gain ing duct multiplier of 0.10) 3594 Stuh Total sensible gain 39537 Btuh Totals for Cooling Latent infiltration gain (for 62 gr. humidity difference) 5084 Btuh Latent occupant gain (6 people @ 230 Btuh per person) 1380 Btuh Latent other gain I 0 Btuh TOTAL GAIN 46002 Btuh Key:. Nindow types (SHGC -Shading coefficient of glass as SHGC numerical value ores clear or tint) (U - Window U-Factor or'DEF' for default) (InSh Interior shading device: none(N), Blinds/Daperes(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Omt- compass orientation) EnergyGauge® FLRCPB v3.30 System Sizing Calculations - Winter Develo ment Residential Load - Component Details P Project Title: Code Only Ocean Bay Villas Cocoplum Professional Version Climate: Central ity: Fort Pierce (Defaults) Winter Temperature Difference: 28.0 F 6/10/2004 Win ow Panes/SHGC/Frame/U Orientation Area X HTM= Load 1, Tint, Metal, 1.00 W 192.0 28.0 5376 Btuh 1, Tint, Metal, 1.00 W 32.8 28.0 918 Btuh 1, Tint, Metal, 1.00 W 49.0 28.0 1372 Btuh 1, Tint, Metal, 1,00 W 18.6 28.0 521 Stuh 1, Tint, Metal, 1.00 E 49.8 28.0 1394 Btuh 1, Tint, Metal, 1.00 E 12.6 28.0 353 Btuh 1, Tint, Metal, 1.00 E. 26.4 28.0 739 Btuh 1, Tint, Metal, 1.00 N 16.6 28.0 465 Btuh 1, Tint, Metal, 1.00 N 49.8 28.0 1394 Btuh 1 1, Tint, Metal, 1.00 N 16.6 28.0 465 Btuh 1 1, Tint, Metal, 1.00 N 33.2 28.0 930 Btuh 1 1, Tint, Metal, 1.00 N 22.0 28.0 616 Btuh W Its Window Total Type 519 14543 Btuh R-Value Area X HTM= Load Frame - Adjacent 11.0 191 1.8 344Btuh Concrete - Exterior 5.0 2202 4.0 8808 Btuh Do rs Wall Total Type 2393 9152 Btuh Insulated - Adjac Area X HTM= Load Insulated - Exter 21 28 9.4 200 Btuh 13.2 368 Btuh Cell ngs Door Total Type R-Value 49 Area X HTM= 5696tuh Under Attic 30.0 1021 0.9 Load 919 Btuh Flogs CeilingTotal Type 1021 . R-Value Size X Edge Insul 0 102.0 ft(p)2.7 :HTM=Slab-On-Grade nfiltr tion Floor Total Type 102 74245Btuh ACH X Building Volume CFM= Natural 0.40 20632(sgft) 138Mechanical 0u Infiltration Total 138 4245 Stuh Juptotal Totals for Heating Duct Loss(using duct multiplier of 0.05) EnergyGauge® FLRCPB v3.30 Btuh 1587 Btuh Manual J Winter Calculations Residential Load - Component Details (continued) Anchc Bay Development Project Title: Code Only Ocean Bay Villas Cocoplum Professional Version Climate: Central 6/10/2004 Key: V findow types (SHGC- Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U-Factor or'DEF' for default) (HTM - ManualJ Heat Transfer, Multiplier) Key: F oor size (perimeter(p) for slab-on-grade,or area for all other floor types } I I i EnergyGauge®-FLRCPB v3,30 `f FORM 60OA 001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Ocean Bay Villas Builder: Address: �atea Permitting Office: Port St. Lucie City, State: Permit Number: Owner: �kiym Devel pment Jurisdiction Number: 661200 Climate Zone: Central 1. New consm ion or existing l New 12. Cooling systems 2. Single family or multi4amily - Multi -family _ a. Central Unit Cap: 60.0 kBtu/hr 3. _. Number of or Its, if multi -family 3 _ SEER: 10.20 4. .Number of drooms -3 b. N/A - 5. Is this a wors case? Yes - - - 6. Conditioned cor area If,") 2171 W c N/A 7. Glass area & ype Single Pie Double Pane a. Clear glass, d fault U-factor 16.6 W 0.0 ft' _ 13. Heating systems b. Default tint 373.0 It, 0.0 ft� _ a. Electric Heat Pump - Cap: 34.0 kBtu/hr. c. Labeled U or SHGC 0.0 ft, 0.0 ft' HSPF: 7.20 8.. Floor. types _ b N/A a. Slab-On-Gra Edge Insulation R=0.0, 104.0(p) ft b. N/A c. N/A c. N/A - - 9. Wail types _ 14. Hot water systems a. Frame, Wood Adjacent R=11.0, 325.0 ft?: - a. Electric Resistance Cap: 66.0 gallons b. Concrete, Int asul, Exterior 9=5.0, 1123.0 it' _ EF: 0.87 ' c. N/A b. N/A _ d. N/A _ - e. N/A c. Conservation credits -- 10.. Ceiling types - _ (HR-Heat. recovery, Solar a. Under Attic R=30.0, 900.0 W _ DHP-Dedicated heat pump) b. N/A _ 15. HVAC credits Pp, c. N/A (CF-Ceiling fan, CV -Cross ventilation, - 11. Ducts _ HF-Whole house fan, a. Sup: Unc. Re Con. AH(Sealed):Interior Sap. R=6.0, 30.0 It _ PT -Programmable Thermostat, b. N/A MZ-C-Multizone cooling; MZ-H-Multizone heating) GI ss/Floor Area: 0.18 Total as -built points: 28483 PASS Total base points: 28941 _ hat the plans and specifications covered Review of the plans and I hereby certify by this calculation are in comb n4ei AutH the Florida specifications covered, by this o4IfLE sTATF Energy Code. = calculation indicates compliance PREPARED Y ` with the Florida Energy Code. : „ f DATE: _ Before construction is completed R �1i+ , _ o a this budding will be inspected for `'� I hereby certify t lat-thiis build , as designed; is in compliance with Section 553.908 r� 4 m pliance with the Florida nerg{ 'ode. -' Florida Statutes CQ (VINIER/AG NT: D*TE '`J I i BUILDING OFFICIAL: -` -- DATE: �nergyGaugeo (Version: FLRCPB v3.30) FORK 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details [AlDRESS: , , , PERMIT #: BASE AS -BUILT GLA S TYPES .18 Y Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 2171.0. ` 25.78 10074.3 ',Single, Tint E 1.5 28.2 32.8 53.27 1.00 1741.9 Single, Tint E 1.5 18.2 49.0 53.27 : 1.00 2597.8 ,Single, Tint E 1.5 6.3 49.0 53.27 0.93 2415.4 Single, Tint E 5.0 8.7 51.0 53.27 0.69 1871.5 Single, Clear E 5 0 5.3 16.6 63.97 0.55 579.7 .Single, Tint W 4.0 3.3 7.3 47.90 0.50 174.5 Single, Tint W 1.5 22.7 1.1.8 47.90 1.00 563.2 'Single, Tint W 1.5 6.3 16.E 47.90 0.92 -735.0 Single, Tint W 1.5 11.0 23.0 47,90 0.99 1085.6 - Single, Tint W 4.0 10.3 59.5' 47.90 0.81 2322.0 Single, Tint S 8.0 10.0 56.0 39.84 0.60 1332.3 ;Single, Tint S 8.0 8.0 17.0: 39.84 0.57 383.2 As -Built Total: 389.6 15802.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points :Adjacet t - 325.0 0.70 227.5 Frame, Wood, Adjacent - .. 11.0 325.0 0.70. 227.5 Exterioi 1123.0 ,1.90 2133.7 Concrete,: Int lnsul, Exterior . 5.0' 1123.0 1.00 1123.0 Base T talt 1448.0 2361.2 As -Built Total: - 1448.0 1350.5 DOOF TYPES Area X BSPM = Points Type Area X SPM = Points Adjacer t 21.3 1.60 34.1 Adjacent Insulated 21.3 1.60 34.1 Exterior - 28.0 4.80 134.4 Exterior Insulated 28.0 4.80 134.4 Baser tal: 49.3 168.5 '.As -Built Total. 49.3 168.5 CEILI1 G TYPES Area X BSPM = Points Type_ R-Value Area X SPM X SCM = Points Under 'c 900.0 2.13 1917.0 Under.Attic 30.0 900.0 . 2.13 X 1.00 1917.0 Base Tital:' 900.0 1917.0 As -Bunt Total: 900.0 1917.0 FLOO Z TYPES Area X BSPM = Points Type R-Value Area X SPM = points Slab 104.0(p) -31.8 -3307.2 Slab -On -Grade Edge Insulation 0.0 104,0(p . -31.90 -3317.6 Raised 0.0 0.00 0.0 Base T tali -3307.2 As -Built Total: 104 `� -3377.E l® Go Energy auge®DCA Form 600A-2001 EnergyGauge®/FIaRES 2001 FLRCPB v3.30 - FORM OOA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT #: BASE AS -BUILT INFILT ATION Area X BSPM = Points Area X SPM = Points 217L0 14.31 31067.0 2171.0 14.31 31067.0 Summer Base Points: 42280.8 Summer As -Built Points: 46987.5 Total S mmer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Poi is Multiplier Points CO,11Donent Rati n llpH Multiplier h,w.,,M Multiplier Muitipiier Points (DM x DSM x AHU) x 422 0.8 0.4266 18037.0 46987.5 1.00 (071x.061 Xo.85)0.334 0.950 15832.4 7yGau9e®/FIaRES'2001 FLRCPB v3.30 FORM 600 -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS ,,, PERMIT #: BASE AS -BUILT GLASS TY ES 18 X Co ditioned X BWPM = Points Overhang Fla r Area Type/SC Ornt Len Hgt Area X WPM X WOF = Pointe 18 2171.0 5.86 2290.0 Single, Tint E 1.5 28.2 32.8 13.04 1.00 428.4 Single, Tint E 15 18.2 49.0 13.04 1.00 640.7 Single, Tint E 1.5 6.3 49.0 13.04 1.02 649.2 Single, Tint E 5.0 8.7 51.0 13.04 1.08 716.0 I Single, Clear E 5.0 5.3 - 16.6 12.37 1.15 236.5 Single, Tint W 4.0 3.3 7.3 13.80 1.09 110.3 Single, Tint W 1.5 22.7 11.8 13.80 1.00 162.7 Single, Tint W 1:5 6.3 16.6 13.80 1.01 231.2 Single, Tint W 1.5 11.0 23.0 13.80 1.00 317.4 Single, Tint W 4.0 10.3 59.5 13.80 1.03 844.4 Single, Tint S 8.0 10.0 56.0 10.88 1.66 1013.9 Single, Tint S 8.0 8.0 17.0 1o.88 1.84 340.1 As -Built Total: 389.6 5690.9 WALL TY ES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 325.0 1.80 585.0 Frame, Wood, Adjacent 11.0 325.0 1.80 Exterior 1123.0 2.00 2246.0 Concrete, Int Insul, Exterior 5.0 1123.0 2.90 585.0. 3256.7 Base Total: 1448.0 2831.0 As -Built Total 1448.0 8841.7 DOOR TY ES Area X BWPM = Points Type Area X WPM = Points Adjacent 21.3 4.00 85.2 Adjacent Insulated 21.3 Exterior 28.0 5.10 142.8 Exterior Insulated 4.00 85.2 28.0 5.10 142.8 Base Total: 49.3 228.0 As -Built Total:49.3 228.0 CEILING PES Area X BWPM '= Points Type R-Value ` Area X WPM X WCM = Points Under Attic 900.0 0.64 576.0 Under. Attic 30:0 900.0 0.64 X 1.00 576.0 Base Total: 900.0 576.0 As -Built Total: 900.0 576.0 PIES Area X BWPM = Points Type R-Value Area X WPM = Polnts fRaised 104.0(p) -1.9 1976. Slab-On-Grade Edge Insulation 0.0 104.0(p 2.50 2§0.0 0.0 0.00 0.0 -197,6 As -Built Total: 104.0 0,0 i e0. DCA Form 60OA-2001 EnergyGauge&F)aRES-2001 FLRCPB v3:30 FORM 1 WINTER CALCULATIONS esidential Whole Building Performance Method A - Details I _""i PERMIT #: BASE AS -BUILT INFILT ATION Area X BWPM = Points Area X WPM = Points 2171.0 -0.28 -607.9 2171.0 7.28 -607.9 Winte Base Points: 5119.5 Winter As -Built Points: 9988.7 Total 'inter X System = Heating Total X Cap X Duct X System X Credit = Heating Poi is Multiplier Points Component Ratio Multiplier pa.lt!plier Multiplier points (DM x DSM x AHU) I 5119.5 0.6274 3212.0 9988.7 9988.7 1.000 1.00 (1.068 x 1.160 x 0.87) 0A74 1.083 0.474 0.950 0.950 4870.5 4870.5 DCA Form 600A-2001 EnergyGauge(D/FIaRES'2001 FLRCPB v3.30 w TER HEATING & CODE COMPLIANCE STATUS :sidential Whole Building Performance Method A - Details S: , , , PERMIT #: BASE AS -BUILT WATER EATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooi s Volume Bedrooms Ratio; Multiplier 3 2564.00 7692.0 66.0 0.87 3 1.00 2593.47 1.00 7780.1 As -Built Total: 7780.4 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating Hot Water Total Points Points Points Cooling + Heating + Hot Water = Total Points Points Points Points 18037 3212 7692 28941 15832 4871 7780 28483 EnergyGau A TM^ DCA Form 60OA-2001 EnergyGauge1VFIaRES'2001 FLRCPB v3.30 FORM 600 -2001 Cocle Compliance Checklist Residential Whole Building Performance Method A - Details ADDRES : , PERMIT #: 6A-21 INFIQrRATION REDUCTIONICOMPf iamrl= rucrin icr COMPONENT SECTION REQUIREMENTS FOR EACH PRACTICE ExteriorWind s& Doors 606.1.ABC.1 1 Maximum:.3 cfm/s :ft. window area; .5 cfm/s .fit. door area.. CHECK Exterior & Adja ant Walls 606.1.ABC 1.2 Caulk, gasket, weatherstrip or seal between: windows/doors frames, surrounding wall, foundation & wall sole or sill plate; joints between exterior wall panels at comers utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is. installed thatextends from, and is sealed. to, the foundation to the to p late. Floors 606.1.ABC 1 2.2. Penetrations/openings >1/8" sealed unless backed by truss orjointmembers. EXCEPTION; Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter; penetrations and seams. Ceilings 606.1.ABC 1.2. '.. Between walls & ceilings; penetrations of ceiling plane of top floor; around Shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board& top plate; atticaccess. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the erimeter at enetrations'and seams. Recessed Lighti g Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type. IC or non -IC rated, installed inside a. sealed box with 1/2"clearance & 3"from insulation; or?ype IC rated with <2.0 cfm from conditioned s ace tested Multi-sto Hous s 606.1.ABC.1.2.5 Air barrier on erimeter of floor cavit between floors. Additiona6lnfiltra ion regts 606.1.ABC 1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHE PRESCRIPTIVE MEASURES t b COMPONENTS ,SECTION mUS a met v, Cxceeaea D all residences. REQUIREMENTS Water Heaters 612.1 - Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit CHECK breaker electric or cutoff as must be Provided. External or built-in heat tra re wired. Swimming Po .Spas 612.1 Spas & heated pools must have covers (except solar heated).Non-commercial pools .must have a pump timer. Gas spa & pool heaters must have a minimum thermal " efficiency of78%.' Shower heads 612.1', Water flow must be restricted to no more than 2.5 allons er minute at 8o PSIG. Air Distribution S stems 610.1 All ducts, fittings,mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610, Oucts.in unconditioned attics: R-6 min.. insulation. HVAC Controls 607.1 Se arate readilyaccessible manual or automatic thermostat for each s stem. Insulation 604.1, 602.1 Ceilings-Mm. R-19. Common walls -Frame R 11 or CBS R-3 both sides Common. ceiling & floors R-11.. El gyGaugeTm DC 6, Form 600A 2001 - nergyGauge&FIaRES2001 FLRCPB v3.30 RGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE' = 83.5 The higher the score, the more efficient the home. Anchor Bay Development, , , , 1. New cc istruction or existing. New _ 12. Cooling systems 2. Singlej ily or multi -family - Multi -family _ a. Central Unit Cap: 60.0 kBm/hr 3. Numbe of units, if multi -family 3 4. Numbei of Bedrooms3 b. N/A SEER: 10.20 _ 5. Is this a worst: case?. '.Yes. —_ 6. Conditi lned floor area (ftz) 2171 ftz a N/A — 7. Glass in a & Type. Single Pane. Double Pane _ - — a. Clear - ingle pane 16.6 ft2 0.0', ftz _ 13. Heating systems b. Clear - ouble pane.. 373.0 ftz u'ry _ a. Electric Heat Pump Cap: 34.0 kBtu/hr c. Tint/ot r SHGC - single pane 0.0 ft2 0.0Iftz _ HSPF: 7.20 d.. Tint/ot r SHGC - double pane b. N/A — 8... Floor ty es _ & Slab -Or Grade Edge Insulation R=0.0, 104.0(p) ft c. N/A b. N/A.. _ c. N/A. - 14. Hot water systems . 9. Wall tyl es _ a. Electric Resistance Cap; 66.0 gallons - a. Frame, I Vood,. Adjacent R=11.0, 325.0 It'_ _ EF: 0.87 b. Concret , Int Insul, Exterior R=5.011123.0 fit= b. N/A _ d. N/A _ a Conservation credits e. N/A _ (HR-Heat recovery, Solar — 10. Ceiling pes DHP-Dedicated heat pump) a. Under Atic R=30.0, 900.0 ftz _ 15.. HVAC credits. PT b. N/A (CF-Ceiling far, CV -Cross ventilation, c. N/A - HF-Whole house fan, 11.. Ducts _ _ PT -Programmable Thermostat, a. Sup: Un . Ret:. Con. AH(Sealed):Interior Sup. R=6.0, 30.0: it _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building. Construction through the above energy saving features which will be installed (or exceeded) SHE sT ' 9Tgb in this homebefore Final inspection. Otherwise, a new EPL Display Card will be completed y04 based on ins ailed Code compliant features. Builder Si tore: Date:h�tll .r Address of ew Home: City/FL Zip: .��C OD *NOTE: Thehome's estimated energyperformance score, is only available through the FLARES This is not a computer wilding Energy Rating: Ifyour score is 80 or greater (or 86 for a USEPAIDOE EnergyStarT"rdeszgnation) program: your homer y qualtfy for enero efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www fsec.ucf edu for infonnation c nd a list ofcertied Raters. For information about Florida s Energy Efficiency Code For Building Construction, contact the partment of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCPB v3.30) Anchor Baj Summary Energy Code Results Residential Whole Building Performance Method A avelopment Project Title: Code Only Ocean Bay Villas Azalea Professional Version Climate: Central 6/10/2004 Building Loads Base As -Built ummer: 42281 points Summer: 46988 points f inter: 5119 points Winter: 9989 points i Hot Water: 6769 points Hot Water: 6769 points otal: 54169 points Total: 63745 points Energy Use Base As -Built ooling: 18037 points Cooling: 15832 points Heating: 3212 points Heating: 4871 points of Water: 7692 points Hot Water: 7780 points otal: 28941 points Total: 28483 points PASS e-Ratio: 0.98 �nergyGauge®(Version: FLRCPB v3.30) esidential System Sizing Calculation Summary Anchor Bay evelopment Project Title: Code Only Ocean Bay Villas Azalea Professional Version Climate: Central Location for Humidity dat veather data: Fort Pierce - Defaults: Latitude(27) Temp Range(L) : Interior RH 50% Outdoor wet bulb 78F Humidity difference 62 r. Winter desig i temperature 42 F Summer design temperature 90 F Winter setpo nt 70 F Summer setpoint 75 F Winter temp rature difference 28 F Summer temperature difference 15 F Total heatin I.Ioad calculation 33746 Btuh Total cooling load calculation 55485 Btuh Submitted h ting capacity % of calc Btuh Submitted cooling capacity % of talc Btuh Total (Electr Heat Pump) 100.8 34000 Sensible (SHR = 0.7) 110.0 42000 Heat Pump q Auxiliary(O.OkW) 100.8 34000 Latent 104.0 18000 __ Total (Electric Heat Pump) 108 1 60000 WINTER CALCULATIONS Winter Heati n 1 nail Kn� 91'f4 ....u\ Load com o ient Load Window total 390 sgft 10909 Btuh Wall total 1448 sgft 5077 Btuh Door total 49 sgft 569 Btuh Ceiling total 900 sgft 810 Btuh Floor total 104 ft 2361 Btuh Infiltration 403 cfm 12413 Btuh Subtotal 32139 Btuh Duct loss 1607 Btuh TOTAL HEA r LOSS 33746 Btuh Window tota Wall total Door total Ceiling total Floor total Infiltration Internal gain Subtotal(sei Duct gain Total sensib (Latent aaintir latent gain Wnaowx32%) ... f. --Ihngv2$) oner�(z$) a FlOprs(]$) SUMMER CALCULATIONS 390 sgft 1448 sgft 49 sgft 900 sgft 378 cfm Load 18805 Btuh 2893 Btuh 523 Btuh 1260 Btuh 0 Btuh 6231 Btuh 5000 Btuh 34712 Stuh 3471 Btuh 38183 Stuh 15922 Btuh� 1380 Btuh 17302 Btuh L&t I.,errom_) LW"(Ng U .celrKs EnergyGauge®System Sizing PREPARED BY: DATE: FLRCPB v3.30 wa{t8%) - ACCA hfanual J. ■ System Sizing Calculations ® Summer Residential Load - Component Details Anchc r Bay Development Project Title: Code Only Ocean Bay Villas Azalea Professional Version Climate: Central Refer rice City: Fort Pierce (Defaults) Summer Temperature Difference: 15.0 F 6/10/2004 Type I Overhang Window Area(sgft) HTM Load Win ow Panes/SHGC/U/InSh/ExSh Ornt ten Hot Gross Shaded Unshaded Shaded Unshaded " 1, Tint, 1.00, N, N W 11.5 28.1 32.8 0.0 32.8 20 - 61 2001 Btuh 1, Tint, 1.00, N, N. W 1.5 18.1 49.0 0.0 49.0 20 61 2989 Btuh 1, Tint, 1.00, N, N W 1.5. 6.33 49.0 - 9.6 39.4 20 61 2594 Stuh 1, Tint, 1.00, N, N W 5 ',8.66 51.0 18.7 32.3 20 61 2342 Btuh ,1, Clear, 1.00, N, N W 5 '.5.33 16.6 11.8 4.8 ` 27 85 728 Btuh 1, Tint, 1,00 N, N E 4 3.33 7.3 7.3 0.0 20 61 147 Btuh 1, Tint, 1.00, N, N.. E 1.5 22.6 11:S 0.0 11.8 20 61 I 720 Btuh 1, Tint, 1.00. N,. N E 1.5 6.33 16.6 0.0 16.6 20 61 1013 Stuh 1, Tint, 1,01, N, N E 1.5 ' 11 23.0 0.0 23.0 20 61 1403 Btuh 1 1, Tint, 1,00, N, N E 4 10.3 59.5 5.4 54.1 20 61 3408 Btuh 1 1, Tint, 1.00, N,.N N 8 10 56.0 0.0. 56.0 20 20 1120. Btuh 1 1, Tint, 1.00, N, N N 8 8 17.0 0.0 17.0 20 20 - 340 Btuh Window Total 390 18805 Btuh W Its Type R-Value Area HTM Load , Frame rAdjacent 11.0 325.0 1.3 422 Btuh Concrete - Exterior 5.0 1123.0 - 2.2 2471 Btuh Wall Total 1448.0 2893 Btuh Doi rs Type Area HTM Load .Insulated - Adjac 21.3 10.6 226 Btuh Insulated- Exter 28.0 10.6 297. Btuh Door Total 49.3 523 Btuh Ceili gs Type/Color R-Value Area HTM Load 1 Under Attic/Dark 30.0 900.0 1.4 1260 Btuh Ceiling Total 900.0 1260 Btuh Flo rs Type R-Value Size HTM Load 1 I Slab -On -Grade. Edge insulation 0.0 104.0 ft(p) 0.0 0 Btuh Floor Total 104.0 0 Btuh Infiltr tion Type ACH Volume CFM= Load Natural 0 35 30394 177.7 2931 Btuh Mechanical 0 3300 Btuh Infiltration Total 3 8 6Q9 Btu Intei nal Occupants Btul an 1 6 X upa rp rr � Vw EnergyGaug .-, Anchor T Key: Manual J Summer Calculations Residential Load - Component Details (continued) 3 y Development Project Title: Code Only Ocean Bay Villas Azalea Professional Version Climate: Central 6/10/2004 Subtotal 34712 Btuh Duct gain(using duct multiplier of 0.10) 3471 Btuh Total sensible gain 38183 Btuh tals for Cooling Latent infiltration gain (for 62 gr. humidity difference) 15922 Stuh Latent occupant gain (6 people @ 230 Btuh per person) 1380 Btuh ILatent othergain 0 Btuh TOTAL GAIN 55485 Btuh types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U-Factor or'DEF' for default) (Irish - Interior shading device: none(N), Blinds/Oaperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (or -compass orientation) EnergyGauge® FLRCPB v3.30 System Sizing Calculations - Winter Residential Load -Component Details Development Project Title: Code Only Ocean Bay Villas Azalea Professional Version Climate: Central Sty: Fort Pierce (Defaults) Winter Temperature Difference: 28.0 F 6/10/2004 indow Panes/SHGC/Frame/U Orientation Area X HTM= Load 1 1, Tint, Metal, 1.0o W 32.8 28.0 918 Btuh 2 1, Tint, Metal, 1.00 W 49.0 28.0 1372 Btuh 3 1, Tint, Metal, 1.00 W 49.0 28.0 1372 Btuh 4 1, Tint, Metal, 1.00 W 51.0 28.0 1428 Btuh 5 1, Clear, Metal, 1.00 W 16.6 28.0 465 Btuh 6 1, Tint, Metal, 1.00 E 7.3 28.0 204 Btuh 7 1, Tint, Metal, 1.00 E 11.8 28.0 330 Btuh 8 1, Tint, Metal, 1.00 E 16.6 28.0 I 465 Btuh 9 1, Tint, Metal, 1.00 E 23.0 28.0 644 Btuh 10 1, Tint, Metal, 1.00 E 59.5 28.0 1666 Btuh 11 1, Tint, Metal, 1.00 N 56.0 28.0 1568 Btuh 12 1, Tint, Metal, 1.00 N 17.0 28.0 476 Btuh Walls Window Total Type 390 10909 Btuh 1 R-Value Area X HTM= Load Frame - Adjacent 11.0 325 1.8 585 Btuh 2 Concrete - Exterior 5.0 1123 4.0 4492 Btuh Doors Wall Total Type 1448 5077 Btuh Insulated - Adjac Area X 21 HTM= Load 2 Insulated - Exter 28 9.4 200 Btuh 13.2 368 Btuh e:Door ng Total Type R-Value 49 Area X I HTM= 56913tuh Under Attic 30.0 900 0.9 Load 810 Btuh loors CeilingTotal Type 900 810Btuh 1 R-Value Size X HTM= Load Slab -On -Grade Edge Insul 0 104.0 ft(p) 22.7 2361 Btuh filtration Floor Total Type 104 2361 Btuh Lin ACH X Building Volume CFM= Load Natural 0.40 30394(sgft) 203 6253 Btuh Mechanical 200 6160 Btuh Infiltration Total 403 12413 Btuh 32139 Btuh Totals for Heating I Duct Loss(using duct multiplier of 0.05)1 1607 Btuh EnergyGauge® FLRCPB v3.30 Manual ,J Winter Calculations Residential Load - Component Details (continued) Anchor Bay De elopment Project Title: Code Only Ocean Bay Villas Azalea Professional Version Climate: Central Key: Window types (SHGC - Shading col numerical e value or as clear or tint) fficient of glass as SHGC num r' 6/1 t) Frame types - metal, wood or insulated metal) U - Window U-Factor or bEF' for default) HTM - ManualJ Heat Transfer Multiplier) Key: Floor size erimeter(p) for slab -on -grade on area for all other floor types) This St. Lucie County Building and Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 561-462-1553 Design Certification for Wind Load Compliance ifcation is to be completed by the project design architect or engineer. This Certification must be submitted with all )as for building pernits involving the construction of new residence (single or multi -family);. residential addition, any structure requiring a building permit, and any nonresidential structure. This Certification shall not apply y to interior ms.(provided that no structural walls, eolunjns or other similar component is being effected) and certain other ininor building For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. 1. Pro'e tName C:EA-tA bk4 Vtt-LPf5 Office UseOnl Streci Permit Number Occu arc T e Construction T e Certification Statement: 1 cer ify that, to the best of my knowledge and belief, these plans and specifications have been designed to com ly with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie Comity. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Desi n Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1. FI rida Building Code 2001 Edition / ASCE 7-98 2. B ilding Design is (check one) Enclosed � Partially Enclosed Open Building 3. B ilding height: '3�l — lo" 4. Wind Speed Used in Building Design: INO t^PIA 3 second gust 5. ind Exposure Classification (refer to exposure tables in Building Code identified in Line.#1): C- 6. A erage Wind Velocity Pressure on Exterior Faces of Structure 0 f1 PSF 7. Pak Wind Velocity Pressure on Exterior Faces of Structure N& PSF 8. In portance/Use Factor (obtain trod, Building Code): 9. L ads: Floor 3R+440 PSF Roof/dead 130 PSF Roof/ i e 20 PSF 10. Were Shear Walls Considered for Structure (check one): Ye No _(if' No, attach explanation) 11. 1 a Continuous Load Path Provided (check one): YesyNo (if No, attach explanation) 12. A re Component and Cladding Detail Provided (check one): Yes /No (if No, attach explanation) 13. inimum Soil Bearing Pressure: 3000 PSF As witnessed by my seal, I hereby certify that the information included with this certilicati.on-i�true 111!d corri let, to the best of my knowledge and belief''. vat„(Certification #: AR —77 - )esi(* I Firm: �TO>,r jAOCk6ljT�Gy.� � //_ 02Q-490- Bate. = �S"FC'( DV Form #.P)2()- 9ry FORM 60 A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Na e: Ocean Bay Villas Beachberry'l &11 Builder: Address: Permitting Office: ' Port St. Lucie City, State Permit Number: Owner: 4R�2k Development Jurisdiction Number: 661200 Climate Zo e: Central 1:.. New cor 3truction or existing New, 12. Cooling systems 2. Single f, mily or multi -family - Multi -family _ a Central Unit Cap: 60.0 kBtu/hr _ 3. Number f units, if multi family '': 3 SEER: 10.20 4:.. Number f Bedrooms. 3 _ b. N/A 5. Is this a _ vorst case? Yes —_ 6. Conditio ied floor area (ft') 2321 IF c. N/A 7. Glass ar a &type Single Pane Double Pane _ -.. a. Clear gl s, default U-factor 0.0 ft' 0.0 fe _ 13. Heating systems b. Default t or 494.7 fl' 0-0 i W a. Electric Heat Pump Cap: 34.0 kBtu/hr e. Labeled I or SHGC 0.0 ft' 0.0 ft' HSPF: 7.20 .8. Floor tyl s '.. b. N/A a. Slab -On 3mde Edge Insulation R=0.0, 102.0(p) ft b. N/A c. N/A c. N/A -. 9. Wall tyP s 14. Hot water systems — a. Frame, Vood, Adjacent R=11.0, 189.0 f? a. Electric Resistance Cap: 50.0 gallons _ b. Concrete Int Insul, Exterior R=5.0,.2131.0 IF _ EF: 0.89. — d. N/A — e. N/A c. Conservation credits 10 Ceiling pes _ (HR-Heat recovery, Solar - a. Under Alic. R=30.0, 1030.0 ft' ,DHP-Dedicated heat pump) b. N/A 15. HVAC. credits PT,. c. N/A (CF-Ceiling fan, CV -Cross ventilation, 11... Ducts $F-Whole house fan, a. Sup: Un c Rot: Con. AH(Sealed):Intenor Sup. R 6 0, 30.0 ft _ PT -Programmable Thermostat, b. N/A MZ C-Multizone cooling,n MZ-H-Multizone heating) 10 � � Glass/Floor Area: 0.21 Total as -built points: 32W Total base points: 32365 I hereby ce tify that the plans and specifications coveredReview of the plans and by this calci flation are in compliance with the Florida specifications covered by this Energy Coc e. c,e calculation indicates compliance PREPAR D BY: with the Florida Energy Code. Before construction is completed DATE: c this building will be inspected for I hereby ce ify that this buildi ;_as 09igrred, is in compliance with Section 553.908 compliance ith the Florida)Ener d Florida Statutes. DATE:_ PASS BUILDING OFFICIAL: DATE: EnergyCauge® (Version: FLRCPB v3.30) FORM 600A-2G01 SUMMER CALCULATIONS Resi ential Whole Building Performance Method A - Details ADDRESS:, PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Condltio ed` X BSPM = Points Overhang Floor ArE a Type/SC Omt Len Hgt Area X'SPM X SOF=Points .18 2327..' 25.78 107982 Single, Tint W 7.0 . 8.2 192.0 47.90 0.58 5318.9 Single, Tint W 1.5 28.0 32.8 47.90 1.00 1566.6 Single, Tint : W 1.5 18.0 49.0 : 47.90 1.00 2336.6 Single, .Tint W 1.5 6.3 49.0 . 47.90 0.92 2169.7 Single, Tint S 1.5 31.0 16.6. 39.84 1.00 658.2 Single, Tint S 5.0 3.0 7.3 39.84 0.51 147.6 Single, Tint ' S 10:0 8.0 33.2 > _ 39.84 0.54 708.1 .Single, Tint S 1.5 21.0 16.6 39.84 0.99 656.7 Single, Tint S 1.5 6.3 - 33.2: 39.84. 0.88 1165.4 Single, Tint S 1.5 4.3 5.2 ` 39.84 0.79 163.1 Single, Tint S 1.5 7.5 9.3 39.84 0.92 339.5 Single, Tint E 3.0 7.3 -32.8 53.27 0.80 1396.4 `Single, Tint E 1.5 4.3 10.4 53.27 0.84. 465.3 Single, Tint E 0.5 5.3 7.3 53.27 0.99 3863 As -Built Total - '494.7 17479.0. WALL TYPES Area X BSPM = Polls Type R-Value Area X SPM - Points Adjacent 189.0 0.70 1 2.3 Frame, Wood, Adjacent 11.0 189.0 : 0.70 132.3 Exterior 2131.0 1.90 40 8.9 Concrete, Int. Insul, Exterior - 5.0 2131.0 1.00.. 2131.0 Base Total: 2320.0 4181.2 As -Built Total: 2320.0 2263.3 DOOR TYPES Area X BSPM - Points Type Area X SPM - Points Adjacent 21.3 1.60 341 ". Adjacent Insulated 21.3 - 1.60 34.1 Exterior 28.0 4,80 :1 4.4 Exterior Insulated 28.0 4.80 134.4 Base Total 49.3 168.5 As -Built Total: 49.3 168.5 CEILING TYPE Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1030.0 2.13 2Vy 9 Under Attic 30.0 1030.0. 213X 1.00. 2193.9 Base Total 1030.0 21 3.9 1 As -Built Total:1030:0 2193.9 FffiO LR TYPES Area Xi BSPM = Points Type R-Value Area X SPM = Points 2.0(p) -31.8 -324 ',6 Slab -On -Grade Ed a Insulation- 9 0.0 102.0(P 31.90 LE3 -3253.8 -324�16 As -Built Total: 102.0 -3253.8 EnergyGaugeO DC Form 600A 2001 nergyGauge®/FlaRES'2001 FLRCPS v3 30 FORM 6 ADD OA-2001 SUMMER CALCULATIONSesidential Whole Building Performance Method A - Details E BASE AS -BUILT i I INFILTRATION Area X BSPM = Points Area X SPM _ Points 232Z0 14.31.. 33299.4 232Z0 14.31 33299.4 SummiE r Base Points: 47397.E Summer As -Built Points: 52150.2 Total Su mer X System _- Cooling Total X Cap X Duct X System X Credit = Cooling Poin s Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 52150.2 1.000 (1.079x1.150.x0.85) 0.334 0.950 17571.9 4739 .6 0.4266 20219.8 52150.2 1.00 1.061 0.334 0.950 17571.9 Ener Gat eT"^ DCA Form 60OA-2001 Ener Gauge@)/FIaRES'2001 FLRCPBv3.30 9Y 9Y FORM 60 -2001 WINTER CALCULATIONS R sidential Whole Building Performance Method A - Details PERMIT #: BASE AS -BUILT GLASS TY ES 18 X Co ditioned.X BWPM =Points Overhang Flo r Area Type/SC Omt Len Hgt Area X WPM X WOF = Points .18 2327.0: 5.86 :2454.5 Single, Tint W 7.0, 8.2 192.0 13.80 1.08 2854.7 Single; Tint W 1.5 28.0 32.8 : 13.80 - 1.00 452:4. Single, Tint W 1.5 18:0 49.0 13.80 1.00 675.E Single, Tint W 1.5 8.3 49.0 13.80 1.01 682.3 Single, Tint S 1.5 31.0 16.6 10.88 1.00 180.2 Single,Tint S 5.0 3.0 7.3 10.88 2A7 : 172.3 Single, Tint S . 10.0 8.0 33.2 10.88 2.01 727.8 Single, Tint S 1.5 21.0 16.6 10.88 1.00 180.0 Single: Tint S 1-.5 6.3 33.2 10.88 1.04. 376.9 Single; Tint S 1.5 4.3. 5.2 10.88 1.13 63.8 Single, Tint S 1.5 7.5 9.3 10.88 1.02 103.5 Single,; Tint E 3.0 7.3 32.8 13.04 1.04 446.2 Single, Tint E 1.5: 4.3 10.4 13.04 1.03 140.1 Single;Tint E 0.5 5.3 7.3 13.04 1.00 95.5 As -Built Total: 494.7 7151.3 ILL TYP S Area X BWPM = Points Type R-Value Area X WPM _ Points Adjacent 189.0 1.80 340.2 Frame; Wood, Adjacent - 11.0 189.0 1.80 340.2 Exterior 2131.0 2.00 4262.0 Concrete, ant Insul, Exterior 5.0 2131.0 2.90 6179.9 Base Total: 2320.0 4602.2 As -Built Total: 2320.0 6520.1. DOOR'TY S Area X BWPM = Points Type Area X WPM Points Adjacent 21.3 4.00 85.2 Adjacent Insulated 21>.3 4.00 85.2 Exterior 28.0 5.10 142.8 Exterior Insulated 28.0 5.10 142.8 Base Total -. 49.3 228.0 As -Built Total -49.3 228.0 CEILING T PIES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1030.0 0.64 659.2 Under Attic - 30.0. 1030.0 0.64X 1.00 - 659.2 Base Total: 1030.0 659.2 As -Built Total: 1030.0 6§0.2 FLOOR TY ES Area X BWPM = Points Type R-Value Area X WPM _ Poifils Slab 102.0(p) -1.9 193.8 Slab -On -Grade Edge Insulation 0.0 102.0(p ,.2,50 2]550 Raised 0.0 0.00 '0.0 Base Total: . -193.B de-„., RnF EnergyGauge DCA Form 600A-2001 EnergyGauge Total; 102.0 255.E 3RES 2001 FLRCPB v3.30 - 1 FORM AD[ INTER CALCULATIONS dential Whole Building Performance Method A - Details PERMI I #: AS -BUILT BASE Area X WPM = Points INFILTRATION Area X BWPM = Points 2327.0 -0.28 •651.6 2327 0 -0.28 -651 6 Winter -Base Points: 7098.6 Winter As -Built Points`. 14162.0 ter X System - Heating Total X Cap X Duct X System X Multiplier Multiplier Credit Multiplier = Heating Points Total Wi Poir ts Multiplier Points Component Ratio (DM x DSM x. AHU) 14162.0 1 o00 (1.068 x 1.160 x 0 87) 0.474 1.083 0.474 0.950 0.950 6905.5 6905.5 7093.6 0.6274 4453.6 14162.0 1.00 Energy augeTM DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRCPB v3.30 FORM 600 -2001 TER HEATING & CODE COMPLIANCE STATUS R Tsidential Whole Building Performance Method A - Details I ADDREIS:... PERMIT#: BASE AS -BUILT WATER HE TING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.89 3 1.00 2535.19 1.00 7605.6 As -Built Total: 7605.6 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Hot Points Po Water = Total nts Points Cooling + Heating + Hot Water = Total Points Points Points Points 20220 4454 7 92 32365 17572 6905 7606 32083 EnergyGaugeT DCA Form 600A 2001 L J c� c.� l �C4'CHE 0 WZ urn "L o "n v .lCODJS� EnergyGau9e®/FIaRES'2001 FLRCPB. v3.30 FORM 60OA-2001 Code Compliance Checklist idential Whole Building Performance Method A - Details ADDRESS]... PERMIT#: 6A-21 INFILT,f2ATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE I CHECK Exterior Window & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfrn/s .ft. door area. Exterior & Adjaci nt Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall;. - foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration banier is installed that extends from, and is sealedto the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier;. gaps in gyp board & top plate;: attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Ughfi ig Fixtures T 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space tested.' Multi -story Hous 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavitybetween floors. _ Additional Infil 'on reqts 606.1.ABQ1.3 Ihave Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, combustion air. AA_99 nTHFR PRF3CRIPTIVF MFARI IRFR fmucf h> me4 nr ayp_ orinA by all recirlenesc 1 - COMPONENTS_ �� SECTION _ REQUIREMENTS CHECK Watar Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided, External or built-in heat trap required. Swimming Pool & Spas 612.1 Spas& heated pools must have covers (except solar heated). Non-commercial pools - must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons.per minute at 80 PSIG. Air Distribution ystems 610.1 All ducts, fittings, mechanicalequipment and plenum chambers shall be mechanically ../ attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. —i HVAC Controls _ 601 7.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. Form 60OA-2001 EnergyGaugeOfFlaRES-2001 FLRCPB v3.30 ERGY PERFORMANCE ]DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.2 Thel higher the score, the more efficient the home. Anchor Bay Development, , , 1. New construe 'on or existing - New 12. Cooling systems 2. Single family or multi -family Multi -family _ a. Central Unit Cap: 60.0 kBm/hr - 3. Number of or ts, if multi-familyy 3 _ SEER: 10.20 4. Number of B drooms III 3 b. N/A _ 5. Is this a worsi case? Yes 6. Conditioned I oor area Ht') 2327 fN c. N/A - 7. Glass area & ype Single P pe. Double Pane a. Clear - single pane 0.0 ff 0.0. fN 13. Heating systems b. Clear - doubt( pane 494 7 ft' 0.0 its a. Electric Heat Pump Cap: 34.0 kBtu/hr c. Tint/other SH C.- single pane 0 0 ft' 0.0 IF HSPF: 7.20 _ d. Tint/other Sli 3C - double pane b. N/A 8. Floor types _ a. Slab -On- Edge Insulation R=0.0, 102.0(p) R _ c. N/A b, N/A - c. N/A '14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Frame, Wood Adjacent 'R=t 1.0,. 189.0 ft' EF: 0.89 _ b. Concrete, Int nsul, Exterior dR=5.0, 2131.0 ft2 b N/A c. N/A d. N/A c.: Conservation credits. e. N/A (HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attie R=30.0, 1030.0 W 15. HVAC credits PT, _ b. N/A (CF-Ceiling fan, CV -Cross ventilation, e. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc Re Con... AH(Sealed):Interior Sup. R=6.0, 30.0 tt MZ-C-Multizone cooling, b. N/A MZ-H-Multizone beating) - I certify that thiE home has, complied with t ie Florida Energy Efficiency Code For Building Construction thr ugh the above energy sav g features which will be installed (or exceeded) �FTH> SP,t1, in this home be re final inspection. Otherwise, a new EPL Display Card will be completed .based on install I Code compliant featured Builder Signatu Date:�y� a L Address of NewHome: City/FL Zip: . jMCOD WF, *NOTE: Tie hoi ies estimated energy pert rmance score is only available through the FLARES computer program. This isnot a Bui ding Energy Rating. Ifyin r, score is 80 or^greater (or 86for a US EPAIDOE EnergyStar TM greater your home may ualifyfor, energy efficient hrnortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Ene gy Gauge Hotline at 3211 38-1492 or see the Energy Gauge web site at www fsec.ucf edu for inforrnation and a list ofcertified Raters. F r information about Florida's Energy Efficiency. Code For: Building Construction, contact the Dep4 rtment of Community Affa r5 at 8501487-1824. EnergyGaugeO (Version: FLRCPB v330) Summary Energy Code Results Residential Whole Building Performance Method A AnchorE ay Development Project Title: Code Only Ocean Bay Villas Beachberry I & II Professional Version Climate: Central 7/1/2004 Building Loads - Base As -Built Summer: A �9 Pl E� 47.39 3 points C� Summer. PnA 5^ A., JL 1. U points Winter: 7099 points Winter: 14162 points Hot Water: 6769 points Hot Water: 6769 points Total: L 612613 points Total: 73081 points Energy Use Base As -Built Cooling: 20220 points Cooling: 17572 points Heating: 4454 points Heating: 6905 points Hot Water: 7692 points Hot Water: 7606 points Total: 32365 points Total: 32083 points PASS e-Ratio: 0.99 EnergyGauge®(Version: FLRCPB v3.30) Residential System Sizing Calculation Summary Anchor Bay D velopment Project Title: Code Only Ocean Bay Villas Beachberry I & II Professional Version Climate: Central 7/1 i9nnA Location for weather data: Fort Pierc - Defaults: Latitude(27) Temp Range(L) Humidity dat : Interior RH 50% utdoor wet bulb 78F Humidity`difference 62 r. Winter desigr temperature 42 F Summer design temperature 90 F Winter setpoii it 70 F Summer setpoint 75 F Winter tempe ature difference 28 F Summer temperature difference 15 F Total heating load calculation 34891 Btuh Total cooling load calculation 47255 Btuh Submitted he ting capacity % of calc Btuh Submitted cooling capacity % of call Btuh Total (Electri Heat Pump) 97.4 34000 Sensible (SHR = 0.7) 111.0 42000 Neat Pump + Auxiliary(O.OkW) 97.4 34000 Latent 191.3,18000 Total Electric Heat Pump) 127.0 60000 WINTER CALCULATIONS Winter Heatin Load for 2327 sqft) u,s7 Load com o nt Load Window total 495 sqft 13852- Btuh Wall total 2320 sqft 8864 Btuh Door total 49 sqft 569 Btuh Ceiling total 1030 sqft 927 Btuh Floor total 102 ft 2315 - Btuh Infiltration 218 cfm 6703 Btuh Subtotal 33230 Btuh Duct loss 1661 Btuh' TOTAL HEA LOSS 34891 - Btuh '; ke, v.. -.. Summer Coon Load com on Load for 2327 sqft) nt Load t Window total 495 sgft 19366 Btuh Wall total 2320 sgft 4934 Btuh �eM nnvwr Door total 49 sgft 523 Btuh Ceiling total 1030 sgft 1442 Btuh Floor total 0 Btuh Infiltration 190 cfm 3142 Btuh ain 5000 Btuh l sen ( ible 34406 NO �,��, �QuMst7%) is 3441 Btuh Lhtentgain(infiJ in(infi gain ration) 37847 Btuh a °��sc,%>-in(int nal) 8028 Btuh — ga n 1380 Biuh EnergyGauge® System &Jhm ant EAT AIN 9408 Btuh PREPARER.BY: 47255 Btuh DarE: - EnergyGauge® FLRCPS V3.30 A 0Q System Sizing Calculations - Summer Residential Load -Component Details Anchor Bay Development Project Title: Code Only Ocean Bay Villas Beachberry I & II Professional Version Climate: Central Reference ity: Fort Pierce (Defaul s) Summer Temperature Difference: 15.0 F 7/1/2004 Type Overhang Window Area(sqft) HTM Load Window Panes/SH;GC/U/InSh/ExSh rnt Len H t Gross Shaded Unshaded Shaded Unshaded 1 1, Tint, 1.00, N, N 'W 7 8.16 192.0 136.6 55.4 20 61 6112 Btuh 2 1, Tint, 1.60, N, N. '.W 1.5 28 32.8 0.0 32.8 20. 61- 2001 Btuh 3 1, Tint, 1.00, N, N W 1.5 18 49.0 0.0. 49.0 20 61 2989 Btuh 4 1, Tint, 1.00, N. N W '1.5. 6.33 49.0 9.6 39.4 20- 61 2594 Btuh 5 1, Tint, 1.00, N. IN I S 1.5 31: 16.6 - 0.0 ` 16.6 20 ' 32 531 Btuh.. 67 i Tint, 1,00, N, N S 10 8 33.2 33.2 0.0 20 32 I 664 Btuh 8 9, Tint, 1.00, N, IN S 1.5 21 16.6 . : 0.0 16.6 " 20 . 32 531 Btuh 9 1, Tint, 1.Q0, N, N S 1.5 6.33 33.2 33.2 0.0 20 32 664 Btuh 10 1, Tint, 1.00, N, IN S 1.5 4.33 5.2 5.2 0.0 20. 32 104 Btuh 11 1, Tint, 1.00, N,. N S1.5. 7.5 9.3 93 0.0 20 32. 186 Btuh 12. 1, Tint, 1.00, N. N '. E 3 7.33 32.8. 5.1 27.7 20 61 1793 'Btuh 13 1, Tint, 1.00, N, N E 1.5 ' 4.25 10.4' 0.7 '9.7 20 61 605 Btuh 14 1, Tint, 1.00, N, N '.. E 0.5 5.25 7.3 0.0 73 20. 61 445 Btuh Window Total 495 19366 Btuh Walls - Type R-Value Area HTM Load 1 Frame -Adjacent 11.0 189.0 1.3 246.Btuh 2 Concrete - Exterior. 5.0 2131.0 2.2 4688 Btuh Wall Total 2320.0 4934 Btuh Doors Type Area HTM Load 1 Insulated - Adiac _ 21.3 10.6 226 Btuh 2 Insulated Extern 28.0 10.6 297 Stun Door Total 49.3 523 Btuh Ceilings Type/Color R-Value Area HTM Load 1 Under Attic/Dark 30.0. 1030.0 1.4 1442 Stun Ceiling Total 1030.0 1442 Btuh Floors' Type R-Value Size HTM Load 1 Slab -On -Grade Edge Insulation 0.0 102.0 ft(p) 0.0 0 Btuh Floor Total 102.0 0 Btuh Infiltration Type ACH Volume CFM= load Natural 0,35 32571 111A 3142 Btuh Mechanical 0 0 Btuh Infiltration Total 190 3142 Btuh Internal Occupants Btuh/occupant Appliance Load gain 6 X 300 + 3200 5000 Btuh EnergyGauge® FLRCPB v3.30 I -1 r. 9 Manual J Summer Calculations Residential Load - Component Details (continued) Anchor Bay Devei pment Project Title: Code Only Ocean Bay Villas Beachberry I & II Professional Version Climate: Central 7/1 /2004 Subtotal 34406 Btuh Duct gain(using duct multiplier of 0.10) 3441 Btuh Total sensible gain 37847 Btuh Totals fo Cooling Latent infiltration gain (for 62 gr. humidity difference) 8028 Btuh Latent occupant gain (6 people @ 230 Btuh per person) 1380 Btuh Latent other gain 0 Btuh TOTAL GAIN 1 47255 Btuh Key: Window types HGC -Shading coefficient of glass as SHGC numerical value or as clear or tint) ( - Window J-Factor or'DEF' for default) ( nSh - Interior shading device: none(N)' Blinds/Daperies(B) or Roller Shades(R)) ( xSh - Exterior shading device: none(N) or numerical value) ( rnt -compass orientation) EnergyGauge® FLRCPB v3.30 4 System Sizing Calculations Winter Residential Load - Component Details Anchor B y Development Project Title: Code Only Ocean Bay Villas Beachberry I & II Professional Version Climate: Central Referenc City: Fort Pierce (Defaults) Winter Temperature Difference: 28.0 F 7/1/2004 Wind w Panes/SHGC/Fr rn Orientation Area X HTM= Load 1 1, Tint, Metal, 1.00 W 192.0 28.0 5376 Btuh 2 1,', Tint, Metal, 1.60 W 32.8 28.0 918 Btuh 3 1,i Tint, Metal, 1.00 W 49.0 28.0 1372Btuh 4 1,Tint, Metal, 1.b0 W 49.0 28.0 1372 Btuh 5 1, Tint, Metal, 1.60 S 16.6 28.0 465 Btuh 6 1,1 Tint, Metal, 1.�0 S 7.3 28.0 204 Btuh 7 1,': Tint, Metal, 1.00 S 33.2 28.0 930 Btuh 8 1,! Tint, Metal, 1.00 S 16.6 28.0 465 Btuh 9 1, Tint, Metal, 1. 0 S 33.2 280 930Btuh 10 1„ Tint, Metal, 1.)0 S 5.2 28.0 146Btuh 11 1,', Tint, Metal, 1.)0 S 9.3 28.0 260 Btuh 12 1,' Tint, Metal, 1.)0 E 32.8 28.0' 918'Btuh 13 1, Tint, Metal, 1.)0 E 10.4 28.0 291 Btuh 14 1; Tint, Metal, 1. 0 E 7.3 28.0 204 Btuh Window Total 495 13852 Btuh Wall s Type R-Value Area X HTM= Load 1 Frame-Adjacen 11.0 189 1.8 340 Btuh 2 Concrete - Exterior 5.0 2131 4.0_ 8524 Btuh Wall Total 2320 8864 Btuh Doc s Type Area X HTM= Load 1 Insulated - Adjac'I 21 9.4 200 Btuh 2 Insulated - Exter! 28 13.2 368 Btuh Door Total 49 569Btuh Ceili gs Type R-Value Area X HTM= Load 1 Under Attic 30.0 1030 0.9 927 Btuh C eilinq Total 1030 927Btuh Floo s Type R-Value Size -X HTM= Load 1 Slab -On -Grade Edge Insul 0 102.0 ft(p) 22.7 2315 Btuh Floor Total 102 2315 Btuh Infiltr ion Type ACH X Building Volume CFM= Load Natural 0.40 32578(sgft) 218 6703 Btuh Mechanical 0 0 Btuh Infiltration Total 218 6703 Btuh Subtotal Totals, for Heating Duct Loss(using duct multiplier of 0.05) Total Btuh Loss EnergyGaugep FLRCPB v3.30 33230 Stuh 1661 Btuh Manual J Winter Calculations esidential Load - Component Details (continued) Anchor Bay Develo ment Project Title: Code Only Ocean Bay Villas Beachberry I & II Professional Version Climate: Central 7/1/2004 Key: Window types SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Fr me types - metal, wood or insulated metal) . (U Window U-Factor or'DEF' for default) (H M - ManualJ Heat Transfer Multiplier) Key: Floor size (pe meter(p) for slab -on -grade or area for all other floor types ) EnergyGaugeO FLRCP i B v3.30 SCALE IN FEET I OCEAN BAD' VILLAS, A CONDOMINIUM PHASE 29 WPC vO6 i E 4-27-04 CONSULTING ENGINEERS LAND SURVEYORS 2980 SDU7R 25th STREE7. FORT PIERCE, FLORIDA 34981 (772) 464-3537 e124�2� A 85 SKETCH iY t. OF 71' 0 Exhibit "B" Sheet 68 of 68 0 W / O C V^0 0rcm0 � T ff O� / aNGI c �mm + NFb •�1i�l u / 0 1DC 200 �� SCALE IN FEET ;D Cl o �m 'f153 E n 0 ro /� 0i �n .d �t/ Ca P @ ® \ �C0 8 m a rc ` y1P 3. 6 P 0� e ES P� a o .. S' m of e' �59 !2 n V G e ES ;P N,lp'y1� 6 w "wi p 3Al Ea P O a 4-27-04 CONSULTING ENGINEERS LAND SURVEYORS 2980 SOUTH 25th SIIREET FORT PIERCE, FLmDA 34981 (772) 464-3537 Exhibit "A" 2 Sheet 2 of 2 OCEAN BAY VILLAS, A CONDOMINIUM "A" Being a parcel of land lying in Section 22, Township 36 South, Range 41 East, St. Lucie County, ], more particularily described as follows: Commence at the intersection of the East right—of—way line of State Road A-1—A and a line allel with and 7,295.02 feet Northerly of (as measured at right angles) the South line of Section 27, vnship 36 South, Range 41 East, thence N 2432'00" W, along said East right—of—way line a distance 76.91 feet to the North line of Parcel 6 as described in official Records Book 332, Page 1182, Public :ords of St. Lucie County, Florida and the POINT OF BEGINNING of the following described parcel; Thence continue N 2432'00" W, along the said East right—of—way line, a distance of 426.09 feet, the South line of Parcel 5 as described in Official Record Book 332, Page 1181, Public Records of St. :is County, Florida; Thence N 65'28'00" E along the South line of said Parcel 5, a distance of 300.00 t; Thence S 24'32'00" E a distance of 4.85 feet; thence N 6528'00" E a distance of 5.09 feet to the it boundary of SAND DOLLAR VILLAS CONDOMINIUMS "A", "B", and "C"; thence S 2432'00" E along the iterly boundaries of said SAND DOLLAR VILLAS CONDOMINIUMS "A", "B", and "C", a distance of 560.14 t to the intersection with the North line of aforesaid Parcel 6; thence S 89'56'46" W along said North of Parcel 6, a distance of 335.22 feet to the POINT OF BEGINNING. 3.47 acres, more or less. WITH THE FOLLOWING DESCRIBED PARCEL "B" Being a parcel of land lying in Section 22, Township 36 South, Range 41 East, St. Lucie County, 1, more particularly described as follows: Commence at the intersection of the East right—of—way line of State Road A-1—A and a line A with and 7,295.02 feet Northerly of (as measured at right angles) the South line of Section 27, hip 36 South, Range 41 East; thence N 2432'00" W, along said East right—of—way line a distance 3.00 feet to the North line of Parcel 5 as described in Official Record Book 332, Page 1181, Public is of St. Lucie County, Florida and the POINT OF BEGINNING of the following described parcel; Thence continue N 2432'00" W, along the said East right—of—way line, a distance of 725.83 t, to the South line of Parcel 4 as described in Official Record Book 332, Page 1180, Public Records St. Lucie County, Florida; Thence N 8956'46" E along the South line of said Parcel 4, a distance of >.16 feet to the Westerly boundary of SAND DOLLAR VILLAS CONDOMINIUM "E"; thence S 24'32'00" E ng the Westerly boundary of SAND DOLLAR VILLAS CONDOMINIUM "D", and "E", a distance of 385.05 t; thence S 65'28'00" W a distance of 139.93 feet; thence S 2432'00" E a distance of 170.00 feet to North line of aforesaid Parcel 5. thence S 65'2WOO" W along said North line, a distance of 235.18 t to the POINT OF BEGINNING. 4.97 acres, more or less. i. Easement rights over Parcels 4, 5, and 6 pursuant to Article 5.6 of the Declaration of Condominium Sand Dollar Villas Condominium A, recorded in Official Records Book 324, at Page 1952; Article 5.6 of a Declaration of Condominium of Sand Dollar Villas Condominium B, recorded in Official Records Book 7, at Page 2576; Article 5.6 of the Declaration of Condominium of Sand Dollar Villas Condominium C, :orded in Official Records Book 332, at Page 1133; Article 5.6 of the Declaration of Condominium of nd Dollar Villas Condominium D, recorded in Official Records Book 332, at Page 1436; and Article 5.6 the Declaration of Condominium of Sand Dollar Villas Condominium E, recorded in Official Records Book B, at Page 1585, all of the Public Records of St. Lucie County, Florida. 4-27-04 CONSULTING ENGINEERS LAND SURVEYORS 2M SOUTH 25th STREP7 FORT POWE, FLOFWA 3081 (772) 464-3537 LEGAL DESCRIPTION Exhibit "Alf 2 Sheet 1 0 L e g a l PARCEL "A" D e s c r i p Being a parcel of land lying in Section 22, Township 36 South, Range 41 East, St. Lucie County, Florida, more particularity described as follows: Commence at the intersection of the East right-of-way line of State Road A-1-A and a line parallel with and 7,295.02 feet Northerly of (as measured at right angles) the South line of Section 27, Township 36 South, Range 41 East; thence N 24'32'00" W, along said East right-of-way line a distance of 76.91 feet to the North line of Parcel 6 as described in official Records Book 332, Page 1182, Public Records of St. Lucie County, Florida and the POINT OF BEGINNING of the following described parcel; Thence continue N 24'32'00" W, along the said East right-of-way line, a distance of 426.09 feet, to the South line of Parcel 5 as described in Official Record Book 332, Page 1181, Public Records of St. Lucie County, Florida; thence N 65'28'00" E along the South line of said Parcel 5, a distance of 300.00 feet; Thence S 24'32'00" E a distance of 562.67 feet to the Intersection with the .North line of aforesaid Parcel 6; thence S 89'56'46" W along said North line of Parcel 6, a distance of 329.63 feet to the POINT OF BEGINNING. Containing 3.41 acres, more or less t i o n TOGETHER WITH THE FOLLOWING DESCRIBED PARCEL "B" 11 Being a parcel of land lying in Section 22, Township 36 South, Range 41 East, St. Lucie ounty, Florida, more particularily described as follows: Commence at the intersection of the East right-of-way line of State Road A-1-A and Ii� line parallel with and 7,295.02 feet Northerly of (as measured at right angles) the South line of S ction 27, Township 36 South, Range 41 East; thence N 2432'00" W, along said East right-of-way line cl distance of 583.00 feet to the North line of Parcel 5 as described in Official Record Book 332, Page 1181, Public Records of St. Lucie County, Florida and the POINT OF BEGINNING of the following described pa cel; Thence continue N 24'32'00" W, along the said East right-of-way line, a distance of 72 .83 feet, to the South line of Parcel 4 as described in Official Record Book 332, Page 1180, Public Records of St. Lucie County, Florida; Thence N 89'56'46" E along the South line of said Parcel 4, a distance of 412.16 feet to the Westerly boundary of SAND DOLLAR VILLAS CONDOMINIUM "E"; thence S 24' 2'00" E along the Westerly boundary of SAND DOLLAR VILLAS CONDOMINIUM "D", and "E", a distance of 385.05 feet; thence S 65'28'00" W a distance of 139.93 feet; thence S 24'32'00" E a distance of 17.00 feet to the North line of aforesaid Parcel 5; thence S 65'28'00" W along said North line, a distance o 235.18 feet to the POINT OF BEGINNING. Containing 4.97 acres, more or less q \ Fd. Department of Natural 3891.92! (P) cvt y Resources P.R.M. 94-77-A08 N 25'3849 W 3891.91 M) \ l e N_ 2432'09 W - G e n e r a l N o t e s 1. The bearings shown hereon are referenced to the Coastal Construction Control Line as recorded in Plat book 26, page 26, public records of St. Lucie County, Florida. (Bearing from DNR Monument 94-77-AOB to DNR Monument 94-77-AO9, having a of N 25'38'49" W, as calculated from State Plane Coordinates given for said control). 2. There are above ground fixed Improvements located on the subject property as shown. 3. Underground utilities have not been located on this survey. 4. Flood Note: By graphic plotting only, this property is In Zones "AE (EL 7 through 10)" of the Flood Insurance Rate Map, Community Panel No. 12111CO303 G, effective date of August 19,1991 (revised 11/4/92). The exact designation can only be determined by an elevation certificate. 5. Matters shown In Chicago Title Insurance Company Commitment Number 10 1344 010 00000586, Schedule B-2, are depicted hereon. Items 5 & 6 do not effect the property. Items 9, the Declaration of Condominium and Item 10, Easements Contained in the Declaration of Condominium, do effect the property. Fd. Department of Natural Resources P.R.M. 94-77-A LEGEND & C DENOTES CENTERLINE (P) DENOTES PLAT DATA (C)) DENOTES CALCULATED FROM FIELD MEA D) DENOTES DEED OR DESCRIPTION DATA M) DENOTES BASED ON FIELD MEASEURED D.O.T) DENOTES THE FLORIDA DEPARTMENT OF U.S.) DENOTES ORIGINAL U.S. GOVERNMENT FI S.R.D.) DENOTES STATE ROAD DEPARTMENT DA FD. DENOTES FOUND I.P. DENOTES IRON PIPE L.W.P. DENOTES LITERED WOOD POST I.R. DENOTES IRON ROD C.M. DENOTES CONCRETE MONUMENT CONIC. DENOTES CONCRETE R/W DENOTES RIGHT OF WAY A DENOTES CENTRAL ANGLE R DENOTES RADIUS L DENOTES ARC LENGTH O.R.B. DENOTES OFFICIAL RECORDS BOOK p`Q DENOTES WATER VALVE ® DENOTES WATER METER O DENOTES SET I.R. & CAP N 23'34'00" W _ _ 3997.01' --- _ Fd. 1 2 IR &Cap , --- 1-- ,------.-----.------------------------ , M � o s»�-s6�------------------------------- N 24'3200 W- - - - - - - - - - - - - - Parcels A, & B - <-- -- air 633---------------- 583.00------------�1 Overhead Utilities-,. ,� Wo PP (typ) Point of Commencement - - - ELEV._4.21 e----------- e e o e y�1 \ EAST RIGHT-OF-WAY LINE/ OER 7 1'` \ \ N 24' 00" W - - --426.09' S - - -i, 80.00' N 2432'00" W / . .... oin#aof Beg nholemin m a Manhole LEI No. -----------726.12-ROW-ROW--------------1 I /� % \ ��anTEary \ - - �Sanitary d. IR & Cap No. 6at9 1 Ir -� o Well PP & Anchors �� \ p w w\ w w w I LB Na 641s Sanitary Point of Beginning III I I / SET IR & Capp, g o \ ° o °° a Manhole I \ / / I LB No•4286 Parcel A S.00' Ea ement br Florida Power & Ight ii Parcel B III \` Wood Fence I k'o o^ as recorded in Offic of Record Book 403, I I I 1 Ut a $ W 25.95' o PWg 258, pVk,& r cords gf�St. Lucie ounty, Floodk 7 I I 1 \ I I \ 13 "1 6 21.42- 21.28•. a "> O \/% / \ S2g• o •� 11.70'11.00' 21.35' �21.31' 11.70'11.00 rn �! 11.00'11.70' 21.35' I O I 1 F ' a. Page 987, public o \ \ o o I ci ZONE AE \recor f St. Lucie " Exlsnrla " EXISTING EXISTING O I 1 County, as orded in 5.00' FORMBOARD\ �•00 5.00' FORMBOARD 5.00' 5.00' FORMBOARD 5.00 I M (ELEV 7) III I \ 1, l „ \ AAR M ELEV - 8.32' ELEV = 8.29' ELEV = 8.51' is 17 I N Official Record k 779, " n f " I i I Ip \ P a r c e I I I An Easement for So ern N " 1 i III \ 75.26' 75.36' 16.11, 75.37' 9.37' J 4.97 ACRES f \ Bell Telephone Co. 16.02' \ I O i 1. III I W \ 1 / \ Well Point \ \ \ / I � I Kl III .0i • /p°�^� �o• /"w // / v!a n/ t / ��/�A ^ • 3 hryj t ' \\ \ \\ \ \\ \ \ �' / / /��- -��.j \ \ \111 J/oA 10.00' Easement for Florida Power & Light Ln L- -as recorded I Official Record Book 403, .� O - - - - - - Page 255, p blic records of St. Lucie County, a Florida. UN 6 \ L ° Mo m----U) O a-0o Z 00 to _z 00oIJ II / 3BREVIATIONS P.B. DENOTES PLAT BOOK SEC. DENOTES SECTION TWP. DENOTES TOWNSHIP IENTS RGE. DENOTES RANGE PG. DENOTES PAGE COR. DENOTES COINER NSPORTATION P.C.P. DENOTES PERMANENT CONTROL POINT SURVEY DATA P.R.M. DENOTES PERMANENT REFERENCE MONUMENT CH DENOTES CHORD DATA N & IT DENOTES NAIL AND TIN TAB U.E. DENOTES UTILITY EASMENT P.P. DENOTES POWER POLE No. DENOTES NUMBER BLVD. DENOTES BOULEVARD 0 H DENOTES OVERHEAD D.B. DENOTES DEED BOOK PK & D DENOTES P.K. NAIL AND DISK M.C. DENOTES MARTIN COUNTY C.M.P. DENOTES CORREGATED METAL PIPE R.C.P. DENOTES REINFORCED CONCRETE PIPE Nov ID DENOTES NO IDENTIFICATION NUMBER A DENOTES SEWER VALVE ---------------- CATV Box Dune Walk Sign '- U \ ! ° '� 4� o m \-� a r c e I A \\ ., I N 1-------------� F o o y �l Al7 // �' XJ 3.41 ACRES Fd. IR & Ca I \ \ A 10.00' Easement for Florida wer & Light \\ O D J ap/ / / \ .(; \ \ Fd. IR dd Cali LB No. 6419 C.B.S..\ - - - as recorded in Official Record ok 404, gPage �° a � \ \ ONE E I / \ LB No. 44191 1 I9 Con{. Wall \ 0 o h // / \\ ELEV 8 \ (�) 1316, public records of St. Lu County, Florida h. � �/ \ ) Storm ��\ 170.QO' S 4'32'00" E 58-------------------- \ y \ A 10.00' Easement for Florida Power & Li ht \ I 1 _ _ - _ - _ ----ra'-1=bpE+--- / - \ as recorded in Official Record Book 404, \--------------------- �_ _________________ Conc. Page 1316, public records of St. Lucie County, \\ O 1 �'- 1\N \ -Pad / Florida. \ I Utility �0 \ \ / p 11 Aluminum / \ Stied , �� 1 q \ / Lift O aJ I Gate / \ I Fd. IR & CapSanitaryT Tennis J Station / aor/ LB No. 6419 I ManholeCourt M \ \ 4C 4 awp-------------------- --- 60.D0, I / C`\ I� / S 24'32 00 E - - --562.67 \ \ - �432 00 - / " , �c " 3 I (t', / \ Fcl. IR \ / LB Diec------------------ ---- - _alNS841 O-1 1 /\ • 1J / -�. ",� • / lB No. 6419 Fde IR &Cap \ O W O I / -�im Go • E 10p4 ' I I O O o I "Tennis / 258.48' O £V oa as n U1 1 1 ,- Court tD \ I T L \ Asphal Paving (a f t � K 1 ¢a � \ ( / '. V) a , d LB No. 1419 �/ iJ9.�47�--- \�-----.---_ --------------------------------- "-------- ----- ---- --- 84.85 --� L- -_� _______--------�--- �' �. Fd IR & Cap -- S 24'32'00" E L-------- , " 1• - 1 - - \ S 24'32 00 E 1 I 385.Oa / Le No. 6419 �-'\ N 24'32'00" W 1374.76' I \ \ \ / __ \ / / 91`g•85• �- I I Asphalt PavlIg i \ Fd. IR &Cap / / �"' �. \ \ LB No. 6419 / Sand Dollar Villas L - Condominium "A" / Sand Dollar Villas - / ZONE AE /� ' .. _ (O.R.B. 324, Pg. 1952-2021) j L- Condominium B -7 / (ELEV 9) / I i (O.R.B. 327, Pg. 2576-2643) / I I / Coastal Con{1struction Control Line L - as recorded in Plat Book 26, Page Sand Dollar Villas I 26A thrl, A6 I, public records of St. I San Dollar Villas / /ry / L- Condominium C - Lucie CTunly, Florida. Con OTtnlum "E"- -- 4) (O.R.B. 332, Pg. 1133-1198) / I 1 ;(O.R.B. 3 Pg. 1585-1�53) Sand Dollar Villas I I I 7Fd� . IR & Cap N 18i8'j8• w I r11.8e' Condominium LB No. 6411) 328.83' - -�I_` (O.R.B. 332 Pa. 1436-1502) FILE: Parcel 7 (O.R.B. 332, Pg. 1183) C e r t i f i c a t i o n (Not wild unless sealed with an embossed Surveyor's seal ro ) I HEREBY CERTIFY TO Pukka Development, Inc.; Gulfstream Business Bank; Attorneys' Title Insurance Fund, Inc.; and Jack B. Owen, Jr., P.A., that the survey of the property shown hereon was completed under my direction on March 24, 2002 and said survey is true and correct to the best of my knowledge and belief. There are no encroachments other than those shown hereon. 188.81• - _ - 2a&711' - N 20'29 Parcel 7 (O.R.B. 332, Pg. 1183) ZONE AE (ELEV 10) W 978.,W 43• -- =- -_-_ -�- I I •- -] / / Parcel L 1 - Former Coastal Construction as recorded in Plat Book 19, L J �'w•'' -- ---- Control Line Page -�•r-'o3' 2a I FURTHER CERTIFY that this survey meets the Minimum Technical Standards as set forth by the Florida Board of Land Surveyors pursuant to Section 472.027, Florida State Statutes. (O.R.B. 332, Pg. 1183) 8, public records of St. Lucie Florida. County, No search of the public records has been made by this office. This survey is based on information furnished by the client or the client's representative. nnuni iT'ro r'-- Michael T. Owen Professional Survey & Mapper Florida Certificate No. 5556 e Date CULPEPP R& TERPENIN ,INC. CONSULTING ENGINEERS LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 (77'2) 464-3537 .ERS AUTHORIZATION NO. 42E -REVISIONS - BY DATE REVISED BOUNDARY FOR FORMBOARD LOCATIONS ADDED FORMBOARDS - BUILDINGS 9, 16, 11 Added Flood Zones GLL 9/15/05 ERM 9/14/05 GLM 8/19/04 Changed name; modified certification I rwb 5/25/04 BY DATE DESIGNED CALCS. DRAWN GLM 5-21-04 DETAILED CHECKED RWEI 5-21-04 APPROVED 1 cD / Fd. IR &Cap LB No. 6419 - - 1 - - 1 /C0 _4, 4 GRAPHIC SCALE 50 0J� 22�55 �550 ( 1 AE0 ) h,oh 5 = 0 !t Fd. Department of Natural Resources P.R.M. 94-77-A16� V� LB No. 6419 I / Point of Commencement Parcel 11 A 10.00' Easement for Florida Power & Light / 1 � as recorded in Official Record Book 403, / I Page 253, public records of St. Linty, / Florida. ,✓� N 22'3735" W \ \ \ 4.40' \ Fd. IR & Cap LB No. 6419 AYM Slvpw� �3Lb�. 1 y S lG 2,411P A07 Z j�-- - 9n_e1• _ _ N 21.21'32" W 1001.70' BOUNDARY SURVEY PREPARED FOR ukka Development, Inc. DATE: 5-21-2004 HORIZ. SCALE: 1'=50" VERT. SCALE: JOB No. 03-041 A SHEET 1 OF 1 FOOTING SCHEDULE NO. SIZE STEEL F1 16" x 16" THICK CONT. MONOLITHIC (2) "5's CONT. 0 3211 x 12" THICK CONT. MONOLITHIC (3) "5's CONT. 8 'IT" MONO 24" (3) 05's CONT. F4 "T" MONO 3211 (4) 05's CONT. PI 32" x 32" x 12" CONC. PAD (3) 05's EACH WAY SOT. 0 36" x 36" x 12" CONC. PAD (3) *5's EACH WAY SOT. P3 4411 x 44" x 12" CONIC. PAD (4) 05's EACH WAY SOT. P4 4811 x 48" x 12" CONC. PAD (4) 05is EACH WAY SOT. 0 60 x 60 x 12 CONIC. PAD (5) "5 S EACH WAY B T. GENERAL FOUNDATION PLAN NOTE5 SLAB ON GRADE 4" THICK 2500 psi CONCRETE SLAB WITH 6"xb"/0.4 x xIA WELDED WIRE MESH LOCATED IN THE MIDDLE TO UPPER 1/3 OF SLAB SUPPORTED V-0" ON CENTER MAX. ON 6-MIL. VAPOR BARRIER ON CLEAN S5 % COMPACTED TERMITE TREATED FILL. COWER BARS THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER BARS W/ A MINIMUM LAP SPLICE OF 18" INTERSECTING BLOCK WALLS AT ALL INTERSECTING BLOCK WALLS INTERWEAVE CONCRETE BLOCK OR BREAK OUT A 5" x 5" HOLE BETWEEN WALLS o 2411 O.C. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH CELLS FIND -NOTES 6/22/04I STATEMENT: I CERTIFY THAT, TO THE SEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTIONS OF THE BUILDING CODES. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, 4 RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES SPECIFIED BY THE CODES LISTED BELOW. DESIGN PARAMETERS AND ASSUMPTIONS: CODE EDITION: 912001 FLORIDA BUILDINGS CODE 10 ASCE 1-ss (EXPOSURE CONDITION, INDICATE C ) BUILDING DESIGNED AS: ❑PARTIALLY ENCLOSED 0 ENCLOSED ❑ OPEN ❑TESTMWND TUNNEL) BUILDING HEIGHT: 91<_ 60PL ( ASCE 1-SO ) ❑ >60R. (MUST USE AScE 1) MEAN ROOF HEIGHT: 36' MAX. (FOR LOW RISE BLD& WITH SLOPED ROOFS) IMPORTANCE FACTOR: 100 _CATEGORY 2 (DETERMINED BY BUILDING USE/ OCCUPANCY, REFER TO ASCE TABLE 6-1) INTERNAL PRESSURE COEFFICIENT, + -18 (ENCLOSED BUILDING) BASIC WIND VELOCITY PRESSURES: APPROPRIATE P061TIVE / NEGATIVE PREP COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE COMPONENTS AND CLADDING. AS APPLICABLE, WIND SPEED 140 (3-SEC.wsT) BASIC VELOCITY F';ESSURIE 432 F'SP NOTES ACTUAL DE613N PRESSURES FOR ALL EXTERIOR WMOWS, DOORS, GARAGE DOORS, AND 691ILAR ENVELOPE ELEMENTS ARE INDICATED ON CONSTRICTION PLANS. ROOF DEAD LOAD 10 PSF (ACTUAL DEAD LOAD CF MATERIAL USED FOR DETERMINING UPLIFT REACTIONS) SOIL SEARING CAPACITY 3000 PSF REVIEWED FOR SHEAR WALL REQUIREMENTS E) YES ❑ NO IMPACT PROTECTION REQUIRED ® YES ❑ NO 4/4/02 ALL BEAMS OVER OPENINGS (LINTELS AND CBX's) ARE ABOVE THE OPENINGS SHOWN ON THIS PLAN OVER ALL OPENINGS USE 8" X 8" PRE CAST CONCRETE LINTELS 4 II BLOCK TO THE UNDERSIDE OF THE SLAB ABOVE W/ I S POURED SOLID W/ SLAB A OVE. LINTELS ARE NON-STRUCTURAL, THEY ARE FORMS FOR THE CONCRETE BEAMS THAT INCLUDE THE SLAB ABOVE. BEAM SCHEDULE * (f'C=3000psi f'm=1900psi Fy=60 KSI) MK SIZE BOTT. STEEL MID STEEL TOP STEEL REMARKS CB'-1 NOT USED -- -- -- -- CB-2 12" X 21" 2 #5 2 #5 2 5 -- CB-3 12" X 37' 2 #5 4 #5 (2 ROWS 2- 5 2 ROWS OF 2 #5 MIDDLE CB-4 NOT USED -- -- -- -- CB-5 INOT USED -- -- -- -- CB-6 12" X 17" 2 #5 2 #5 2 #5 -- CB-7 12" X 15" 2 #5 - 1 #5 -- CB-8 NOT USE -- -- -- -- CB-9 8" X 32" 2 #6 2 #5 2 #6 #3 STIRRUPPS ® 12" O.C. CB-10 8" X 47" 4 #6 (2 ROWS) 1 1/2" BETWEEN ROWS #5 (2 ROWS 2 #6 2 ROWS OF 2 #5 MIDDLE, #3 STIRRUPPS (P 8" O.C. PARTIALLY UPTURNED BEAM L-2 I 8"x8" 1 #5 - I - I POURED SOLID W/ BO D BEAM ABOVE (16" MIN) BB-1 I 8"x8" - 1 1 #5 1 CONT. BOND BEAM NOTE: Minimum bearing of lintel shall be 4" each side for spans less than 10 L.F. & 8" bearing for spans greater than 10 L.F. Mortar shall be Type M or S USE BB-1 AT ALL ROOF TRUSS BEARING LOCATIONS THE DESIGN OF THE UNIT MASONRY IS IN ACCORDANCE WITH: ACI-530-95 / ASCE 5-95 THICKEND - EDGE 8" WIDE X 8" DEEP W/1 05 0 C4 0 0 v ABOVE P2 ABOVE — — — __1 F m 1 F3 16'-71/2" e ' FI a THICKEND m EDGE I L all WIDE X W, DEEP WA 5 SNJN t L I IN N 15'-4" 4'-10" 1'-9" 4'-611 TNICKEND EDGE 8" WIDE X 8" A� DEEP W/I 5 4 I/4 F FI 3-01 � _ I 1:3 I [� — — �• F_ PI F2 1 a 8'-41/2" 1 1 14'-8" 1 8 "2 OOD t 5YP 2X4 eE WALL 1 a 16" O.C. 1 1 1 O 1 THICKEND EDGE 1 1 i 8" WIDE X 8" DEEP WA 15 1 1 O 1 1 I � 1 iO P4 v ABOVE 11'-'f I/2" 8'-4 1/2" 1an iv 3 T14ICKEND EDGE F4 8" WIDE X @" DEEP WJI 51 1 VARIES ---_ 1 1N 1 62 I I THICKEND EDGE — ABOVE 8" WIDE X 8" DEEP WA 5 1 P2 u u I III 0 1 FI 12" SL ABOVE 1 1 DOUBLE PIASONARY ELOW 4" POURED SILL W/ POU D CAP W/I "5 F DOUBLE LINTEL AND BLOCK TO SLAB ABOVE L — -J FOUNDATION PLAN WIND LOADSEXTERI R ZONE IS WITHIN 4'-B' OF BUILDING CORNER INTERIOR ZONE EXTERIOR ZONE DOORS -52.7 +50.53 -63..4 +47.1 SLIDING GLASS DOORS -52.7 +50.53 -63..4 +47.1 WINDOWS & SIDELITES -54.9 +50.5 -67.3 +50.5 GARAGE DOORS -50.1 +44.9 NNN -57.8 +44.9 4'- Ft3" 1/2\ r 21_ II II_$II 21_311 21'-4" OCOFL L1�-1 COLUMN SCHEDULE (f'c=3000psi f'm=1000psi Fy=60 KSI) LEGEND I SIZE VERT. STEEL IREMARKS E] 8"x8,. 1 #5 . FILLED CELL 12"x12" 2 #5 VERTICAL FILLED CELL ❑ 3 1/2"x3 1/2" x 5/16" STEEL TUBE COLUMN 1�1 TO VIRD FLOOR ON FREAR WALL "LED iOr,. EDGIES O.C. FIELD 0 THICKEND EDGE all WIDE x all EMU M---1 DEEP W/I 45 I• ABOVE S.-0" II'-8" AZAL A - R ST. LUCIE COUNTY PLAN REVIEW � / BLDG: 54S DATE: ELEC: DATE: PLUMB: DATE: MECH: DATE: COLUMN 4'-0" t-0' V-8" V -4 1/2" P3 J 4'-2 1/2" v I Pt ' 3'-4 1/2" THICKEND EDGE 8" WIDE X 12" DEEP WA'5 THICKEND EDGE —` 8" WIDE X 8" DEEP W/1 'S ABOVE CBd— THICKEND EDGE 8" WIDE X 8" DEEP W/1 15 CC4 A50 J -.+- a F, 1 1 m F3 -I 16'-1 1/2" 1 1 Fl 1 1 AME WALL 1 SYP 2X4's _ 16" O.C. m, cp 0 ABOVE (P 0 1 I V-4 _ 1 rHICKEND EDGE 8" WIDE X 8" 1 DEEP WA 5 0 F4 5 ABOVE J P3 -03'-0" I I�I 1 1 8' I N ry DOUBLE MASONA ELOW 4" — POURED SILL W/ D CAP W/1 "5 LE LINTEL BLOCK TO AB ABOVE FI P2 ABOVE 5EACH5EAR�' f -R SCALP 1/4" = 1'-0" U) O LL W_ >= U IIINNNINNIN z z co W ULJL o CL Q O .' ■ Fz [if Q O Lu a J Q Z O W H N M N o 20 aLu m Q C o a) OE Q /A In _j CO LL ILO Revisions 6 /10/05 GENERAL REV. Drawn By: ea Date: 5/13/05 Scale: AS NOTED Sheet Number 3 of 5 Sheets WIND LOADSEXTERIOR ZONE IS WITHIN 4'-8" OF BUILDING CORNER INTERIOR ZONE EXTERIOR. ZONE DOORS -52.7 +50.53 -63..4 +47.1 SLIDING GLASS DOORS -52.7 +50.53 -63..4 +47.1 WINDOWS & SIDELITES -54.9 +50.5 -67.3 +50.5 GARAGE DOORS -50.1 +44.9 -57.8 +44.9 COLUMN SCHEDULE (f'c=3000psi f'm=1000psi Fy=60 KSI) LEGEND SIZE VERT. STEEL REMARKS 0 8"x8" 1 #5 FILLED CELL 12 x12" 2 #5 VERTICAL FILLED CELL ❑ 3 1/2"x3 1/2" x 5/16" STEEL TUBE COLUMN ALL BEAMS OVER OPENINGS (LINTELS AND CBX's) ARE ABOVE THE OPENINGS SHOWN ON THIS PLAN 3'-3 1/2 a 0 AA50VE 0 \� S \� 045 MMFX STEEL 9 12 O.C. EACH WAY MID DEPTH OF BALCONY SLAB. SET STEEL ON PLASTIC CHAIR5(NOT PLASTIC TIPPED CHAIRS) USE CONCRETE W/ A WATER CEMENT RATIO OF 0.40 MAX FOR BALCONIES, EXTEND STEEL 2'-0" INTO INSIDE SLAB. DROP BOTTOM OF PATIO SLABS 3". 3'-3Y 1/2" 11" 6'-2" 11" 3'_0 1/2" L AFsoVF t 81_2" _ 11 _ -1 I O v = I v= I I v *Sit, TOP 4 5 b TOP 4 5's TOP I "5 TOP 4 5' TOP ' -- — -- v ZJ 5's B 4" O.C. (5) 5's B to4" O.C. C7) 5's -- m 4" .G. _ (p° s 6 12" O.a TOP p F- O( 19'a a 12" . O.C. TOPip m p a m m in n a+ m O a0 v SEE RAFTER DETAIL SHEET 52 - v n fn ' n r. n m m BEAM SCHEDULE * (f'c=3000psi f'm=1900psi Fy=60 KSI) j MK SIZE BOTT. STEEL MID STEEL TOP STEEL REMARKS CB-1 NOT USED -- -- -- -- CB-2 12" X 21" 2 #5 2 #5 2 5 -- CB-3 12" X 37" 2 #5 4 #5 (2 ROWS 2 #5 2 ROWS OF 2 #5 MIDDLE CB-4 NOT USED CB-5 NOT USED -- -- -- -- CB-6 12" X 17" 2 #5 2 #5 2 #5 -- CB-7 12" X 15" 2 #5 - 1 #5 -- _ CB-8 NOT USED -- -- -- -- CB-9 8" X 32" 2 #6 2 #5 2 #6 #3 STIRRUPPS 0 12" O.C. 4 #6 (2 ROWS) 2 ROWS OF 2 #5 M DOLE, CB-10 '8" X 47" 1 1/2" BETWEEN4 #5 (2 ROWS 2 #6 #3 STIRRUPPS ® 8" O.C. ROWS PARTIALLY UPTURNED BEAM L-2 8"x8" 1 1 #5 - - POURED SOLID W/ BOND BEM ABOVE (16° MIN) BB 1 I 8"x8" I - 1 1 #5 ICONT. BOND BEAM NOTE: Minimum bearing of lintel shall be 4" each side for spans less than 10 L.F. & 8" bearing for spans greater than 10 L.F. Mortar shall be Type M or S USE BB-1 AT ALL ROOF TRUSS BEARING LOCATIONS THE DESIGN OF THE UNIT MASONRY IS IN ACCORDANCE WITH: ACI-530-95 / ASCE 5-95 014's m 16" O.G. 5's 12 0.::. TOP I `al 5's m 12" O.G. TOP TYP AROUND r T' — — "5's 12" O.C.I PERIMETER) 5's m 12" O.C. BOTT 70P O - ;a I� Ln (L! r CIL 5'a a 12" O.C. TT "4's roll O.G. (2) 575 B mil WOOD FRAME W @ 4 ID 5 ri — — �- — I _ _..__. 1620 _ 5's m 12" O.C. BOTT aU C2) 5'e B J L 5's m 12" .C. TOP 'v "4's a lro" O.C. -D S's 12" O.G. TOP 0 O 9 m WOOD FRAME WALL 02 8Y' I �^ a1 I I m 2X4's U n - I w l) O BOO — TIF C2) "5's B O ®O l4) 5's B ®4' O.G. ® K%_ �� I r 0 T '. __ ., ._ .. —41-ID" —U ^ 19 - C4) 5's B m 4" O.0 C2) 5's B ^_ m 5's m 12" O. . TOP 4's s 16" O.C. m OOD FRAME WALL 02 5YP 2X4'5 CTYP' ROUN PER METER) o Iro" O.C. W/ I/2" PLYWOOD. FROM I'ST TO 3'RD FLOOR ON REAR WALL - - — NAILED W/Sd NAILS o roll O.C. EDGES C2) 05's B FORMING CONTRACTOR 12" O.C. FIELD 4�_ID�� � u TO CAMBER SLAB I/2 1 TO AREA SHOWN I cz) "�'a B FORMING CONTRACTOR^ — — — — — TO CAMBER SLAB 1/Z° 0516 m " C. BOTT 8" O.C. B TT TO AREA SHOWN = "4's m 16" O.C. o I e C (3)' (TYP AROUND PERIMETER) 3 12" `r cn 5's m 12" O.G. TOP A C3) 5'a B "0 "/FT L-2 iv ' UJ 8" 2'- 4" w _ID 13' 4" S • M 0 410 "/FT r—r----1----r- ---t—'(. - - L2 v 0 ' AL 3 5" 3�_2" 21-ro" 3'-2" 2'-6" 3'-2" 3'-5" LI'-4" 9'-ID" I'-4" 4'-4J/2" 2'-3" 4'-41/2" -'-61/2" 6' _p 21�_4" 11'-8 11'-ID.. 21'_4" 1- 5 0 11 75' _ 4" d1 D FLOOR PLAN f I� SCALE: 114- =1.-0' CONCRETE SLAB TOENAIL 3 X 8'S TO 2 X 8 W/4 - 16d STAINLESS 2 X 8 P.T. GER GBIO BEAM STEEL IN THE ' INSLAB BEAMS (OVER STEEL COLUMNSJSHALL * see PEA" - —� STEEL NAILS ATTATCHE / 1/4" X 3" .: BE BOTTOM AND TOP MOST LAYERS. 15's PLACED AGRO05 ,- sl oPe ill TAPCONS ACH RAFTER THE UNITS SHALL BE 3/4 CLEAR FROM TOP AND BOTTOM OF a SLAB EXCEPT At INS BEAMS. "4's IZ" O.C. TEMP STEELP. (NOT SHOWN) TO BE PLACED ON TOP OF 05's BOTTOM OR c UNDER 05's TOP. a" s'-im" .: , i OVER ALL OPENINGS USE 8" X " PRE CAST CONCRETE LINTELS 4 8" BLOCK t0 THE UNDERSIDE OF THE SLAB ABOVE W/ 1 05 POURED SOLID / SLAB ABOVE. LINTELS 4' WIDE X 8" TALL CONCRETE BEAM 4' WIDE X 8" TALL CONC TE BEAM W/2 "5's ARE NON-57RUCTURAL, THEY ARE FORMS FOR THE SECTION A CANTALIVERED OFF WALL TO SUPPORT CANTALIVERED OFF WAL XTEND TOP STEEL CONCRETE BEAMS THAT INGLUDE THE SLAB ABOVE. ROOF AT ENTRY 24" INTO SLAB •SALE, y4• . p.•" AT ALL INTERSECTING BLOCK WALLS INTERWEAVE CONCRETE BLOCK OR BREAK OUT A 5" x 5" HOLE BETWEEN WALLS a 24" O.C. 8" CAT IN PLACE CONCRETE SLAB RAFTER DET,41L FRONT ENTR'r COCOPL VERTICALLY' TO ALLOW CONCRETE TO FILL 3000 ipsi CONCRETE ''• BOTH CELLS E 4 L•L LU Om, 9 N CE Of Of L7 , F W it 2 J Q Z z W 0 rn d- 2M O = O = a mao! _p N O O a. CO O cp I L. Revisions 6110105 GENERAL REV. Drawn By: ea Date : 5/13/05 Scale: Ae NOTED Sheet Number of 5 Sheets 0 WIND LOADSEXTERIOR ZONE IS WITHIN 4'-B" OF BUILDING CORNER INTERIOR ZONE EXTERIOR ZONE DOORS -52.7 +50.53 -63..4 +47.1 SLIDING GLASS DOORS -52.7 +50.53 -63..4 +47.1 WINDOWS & SIDELITES GARAGE DOORS -54.9 +50.5 -50.1 +44.9 -67.3 +50.5 -57.8 +44.9 I COLUMN SCHEDULE (f'c=3000psi f'm=1000psi Fy=60 KSI) LEGEND SIZE VERT. STEEL REMARKS El 8"x8" 1 #5 FILLED CELL ❑ 12"x12" 2 #5 VERTICAL 3 1/2"x3 1/2" x 5/16" FILLED CELL STEEL TUBE COLUMN SAFE LOAD TABLE FOR 8" x 8" HIGH - STRENGTH PRECAST & PRESTRESSED U LINTELS LENGTH SAFE LOAD - POUNDS PER LINEAR FOOT UNFILLED' FILLED 2' 1'..0" ( 34" ). Precast 2,302 Lbs. 6,039 Lbs. 3' 6" ( 42") Precast 2,302 Lbs. 6,039 Lbs. 4'— 0" ( 48") Precast 2,029 Lbs. 6,039 Lbs. 4'— 6". ( 54") Precast 1,651 Lbs. 6,039- Lbs. 5'.— 4" ( 64") .Precast 1,184 Lbs. 5.057 Lbs. 5-10" ( 70") Precast 972 Lbs. 4,144 Lbs. 6'— 6" ( 78") Precast 937 Lbs. 3,396 Lbs. 7'— 6" ( 90") Precast 767 Lbs. 2,610 Lbs. 9'— 4" (112"). Precast 573 Lbs. 1,818 Lbs. 10'— 6" (126") Precast 456Lbs. 1,514 Lbs.. 11'— 4" (136") Precast 445 Lbs. 1,365 Lbs. 12'— 0" (144") Precast 414 Lbs. 1,254 Lbs. 13'— 4" (160") Precast 362 Lbs. 1,076 Lbs. 14'— 0" (168") Precast 338 Lbs. 1003 Lbs. 14'— 8" (176") Prestressed N.R. 1370 Lbs. 15'— 4"(184") Prestressed N.R. 1250 Lbs. 17' 4" (208") Prestressed N.R. 950 Lbs. 19'— 4".(232") Prestressed N.R. 750 Lbs. 21'— 4"(256") Prestressed N.R. 610 Lbs. 22'— 0" (264").Prestressed N.R. 570 Lbs. 24'— 0" (288") Prestressed N.R. 470 Lbs. 4 �1 S MMFX STEEL 1211 O.C. EACH WAY MID DEPTH OF BALCONY SLAB. SET STEEL ON PLASTIC CHAIRS(NOT PLASTIC TIPPED CH IRS) USE CONC jTE W/ A WATER CEMENT RATIO OF 0.40 MAX FOR BALE HIES, EXTEND St EL 2'-0" INTO INSIDE SLAB. DROP BOTTOM OF PATIO SL BS 3". 9'-5" I'_8" 2 -3"1. 2'-3" I -81 " 3'-2" 3'-Il In" 3'-0 1/2" 9'-31, 4 4 \6 B ABOVE 15 "/F 15 "/F 1211 0/FT L2 L2 OvE E) n 448 "/FT8" I;'-0" r- L2 �t 415 "/F� 05' TOP 4 "5's TOF 1) 05's', 8 mm 411O.C. N 988 "/FT r 0 � ^� U Iry 05's a 12 "4's I&" O.C. 45'a 12" O . TOP TYP AROUND I PERIMETER) r, 988 "/FT ro r a� U r � ^O m � 05's m 12" O.G. 50TT mid ^ O m� 0 P Jl WOOD FRAME WALL ii1 O "2 SYP 2X4's I� ®I6"O.C. (4) 05's B a 4" O.C. �V 1i 0 I m X 850 "/FT FORMING CONTRACTOR Lz TO CAMBER SLAB 1/2" TO A A', SHOWN _ — — "Fi s a 8" O.G. 50TT 04's a 16" O 850 "/FT (TYP AROUT L2 PERIMETE V-4" 4"15 0/HT L2 1360 "/FTC 315 "/F L2 L2 I _ 05's TOP 1 *S TOP 4 *! (5)-W"e B 6 4" O.C. (1) 05's a 4" C. 0 *5's a 12" O.G. TOP . TOP 0 "� 1P I ®Oftl I~ ^ 0 m 1PU "5's m 12" O.C. TOP — o 45'a 12" O.G. 50TT ' 6— 05's 12" O.C. TOP IIt � I ip 0O L O O 0 jp ^ I~O 114's o I6" O.G. O 1/2" L 9 315 "A m 12" O.C. BOTT WOOD FRAME 02 SYP 2X4's a 16" O.0 O � IL I0 m 1P O I m � WOOD FRAME WALL 02 SYP 2X4's O 13 ® 16" O.C. Wl 1/2" PLYWOOD FROM v , I'ST TO VRD FLOOR ON REAR ALL NAILED W/8d NAILS a 6" (4) 05's B e 4" O.G. O.C. EDGES 12" O.G. FIELD 0 I TOP - UPTURNED BEAM a THE 3rd — — — - FLOOR LEVEL TO BE 8" X 23" 420 "/FT *5's 108" O.G. BOTT 420 "/F W1 2 6 STOP AND BOTTOM 4 "3 STIRRUPS s 10" O.C. S's TOP 12-1-1"/FT L2 • "4's 'W 16 " O.C. ATTACH 4 S BEAM TO 2 X a TRUSS TAILS W/L- P RT4 HURRICANE CLIPS TYP ROUND — IW4-6d X 1-170 NAILS EACH MEMBER — PER METER) 15 */F61 3/4" L2 C 415 "/FT 2 5'-01, 4'-0' 2'-3" 6'-3" 4 -6" 4'-4" 1 4'-3" 3' WOOD ROOF TRUSSESS W/2 X TRUSS TOP —a_ (3) 05,615 " I. A'-1" 11.. 3'-l" I. 2'-3" 1 P-S" 1 2'-3" 1 3'-I" I 1 I I I I I — — -I---± —1 — — M EXTEND OVERHANG I ROOF TILE ---- LENGTH W/ 2X6 TOP CHORD OF TRUSS 20'-8" CHORD TO OVERHANG 4'-0" 3RD FLOOR PLAN ALL 13EAMS OVER OPENINGS (LINTELS AND GBX's) ARE ABOVE THE OPENINGS SHOWN ON THIS PLAN (U 2 X 6 P.T. LEDGER a ROOF LINE W/ 1/4" X 3" TAPCONS a 16" O.C. HURRICANE CLI1 BEAM SCHEDULE * (f'c=3000psi fm= 900psi Fy=60 KSI) MK I SIZE BOTT. STEEL MID STEEL TOP STEEL REMARKS CB— NOT USED -- — -- -- CB- 12" X 21" 2 #5 2 #5 2 5 -- T- - CB- 12" X 37' 2 #5 4 #5 (2 ROWS 2 #5 2 ROWS OF 2 #5 MIDDLE i CB- NOT USED -- -- -- -- CB- NOT USED -- -- -- -- --LL CB- 12" X 17"1 2 #5 2 #5 2 #5 -- CB- 12" X 15" 2 #5 - 1 #5 1 CB-E NOT USED -- -- - -- CB- 8" X 32"1 2 #6 2 #5 2 #6 #3 STIRRUPPS ® 12" O.C. CB-1 8" X 47" 4 #6 (2 ROWS) 1 1/2" BETWEEN ROWS #5 (2 ROWS 2 #6 2 ROWS #3 STI PARTIALLY OF 2 #5 MIDDLE, RUPPS ®8" O.C. UPTURNED BEAM L-2 8"x8,, 1 #5 - - POURED SOLID W/ BOND BEAM ABOVE (16" Mll• BB- 8"x8,, - 1 #5 CONT. E30ND BEAM NOT less Mortar USE THE ACI Minimum bearing of lintel shall be 4" each side for spans than 10 L.F. & 8" bearing for spans greater than 10 L.F. shall be Type M or S BB-1 AT ALL ROOF TRUSS BEARING LOCATIONS DESIGN OF THE UNIT MASONRY IS IN ACCORDANCE WITH: 530-95 / ASCE 5-95 I . TRUSS TOP CHORD TO LEDGER W/4-5d X 1 1/2" NAILS EACH END OF CLIP. NAIL ROC SHEATHING TO LEDGER W/ 8d NAILS e 6" O.C. STEEL IN THE INS'LAB BEAMS (OVER STEEL (1) 2 X 4 P.T. LEDGER AT ROOF 4 CEILING LINES C LUMNS)SHALL 111BE BOTTOM AND TOP MOST AND AT TRUSS 50TTOM'CHORD W/ 1/4" X 3" L ERS. *5's PLACED ACROOS THE UNITS SHALL TAPCOl 24" O.C. BE 3/4" CLEAR FROM TOP AND BOTTOM OF SLAB EXCEPT A INSLAB BEAMS. "4's '8 12" O.G. TE P STEEL (NOT SHOWN) TO BE PLACED ON TOO OF I05's BOTTOM OR UNDER "S's TOP. AT ALL INTERSECTING BLOCK WALLS INTERWEAVE CONCRETE BLOCIG OR BREAK OUT A " x 5" HOLE BETWEEN WALLS a 24" O.C. V TICALL'r TO ALLOW CONCRETE TO FILL B TH CELLS 8' CAST IN PLA E CONCRETE SLAB 3 00 psi CONCRETE "4'5 MMFX STEEL 6 12" O.C. EACH WAY MID DEPTH OF BALCONY SLAB. SET STEEL ON PLASTIC CHAIRS(NOT PLASTIC TIPPED CHAIRS) USE CONCRETE W1 A WATER CEMENT RATIO 05 0.40 MAX FOR BALCONIES, EXTEND 5 I'-m STEEL 2'-0" INTO INSIDE SLAB. DROP BOTTOM OF PATIO SLABS 3 E 0 i N 448 "/FT 9 L2 ' I v v� ! 988 "/FT L2 04's a 16" O.C. (TYP AROUND 0 = PERIMETER) — N it 315 "/FT - L2 m UPTURNED BEAM g THE 3rd FLOOR LEVEL TO N BE S" X 31" W/ 2 %'a TOP, 2 05's MIDDLE AND 2 "6'5 BOTTOM a N *3 STIRRUPS le 12" O.C. c0 (U 2 X 4 P.T. LEDGER a m AT ROOF d CEILING LINES AND T TRUSS BOTTOM CHORD W/ 1/4" X 3" TAPCON , 6 24" O.C. — DOUBLE 2 X 6 P.T. LEDGER W/ 3/4" X 10" EXP BOLTS a 24" O.C: SCALE: 114" = TAr. f_ LOD LU a. I� Z LU = � m x O m O Z O� Q 04 ' ¢ 0 � N � O m _j LL. co Revisions n 6/UD/05 CzENERAL REV. Drawn By: ea Date : 5/13/05 Scale :AS NOTED Sheet Number of 5 Sheets F45TEN F, 5C+4EE)JL E CONTINUOUS HEADER 12d GUN NAILS- DUO-FAST/HITACHI 3 1i4"x.128" a 12" O.G. ALONG EACH EDGE. QUILT -UP CORNER STUDS. FACE NAIL 126 GUN NAILS- DUO-FAST/HITACHI 3 144"x.128" a 1211 O.C. EXTERIOR WALL SHEATHINCs 8d COMMON OR POWER DRIVEN NAILS 031 x 2112" LONG W/ 281" DIA. FULL ROUND HEAD)FASTENED a roll O.C. IN FIELD 4 EDGES 4 4" O.G. a CORNER STUDS METAL LATH TO WOOD FRAMINCs GALVANIZED EXPANDED METAL WEIGHING NO LESS THAN 1.8 LBS. PER SQ. YARD FASTENED W/ GALVANIZED NAILS VERT.: 1112" ROOFING NAILS DRIVEN FLUSH. WORM.: rod COMMON OR I" ROOFING NAILS. 3/4" MIN PENETRATION GALVANIZED HI -RIB METAL LATH WEIGHING 3.4 LBS. PER SQ. YARD FASTENED W/ GALVANIZED NAILS VERT.: NAILS OR STAPLES 3/4" MIN PENETRATION. HORIZ.: NAILS OR STAPLES 13/4" MIN PENETRATION. TRUSS TO TRUSS CONNECTIONS SEE TRUSS ENGINEERING PACKAGE FOR MANUFACTURER'S REQUIREMENTS. THIS IS THE RESPONSIBILITY OF THE SPECIALTY ENGINEER FOR THE TRUSS COMPANY. WOOD STUDS TO SLOCIG WALLS HILTI DRIVE PINS .145"d X3" LONG (OR EQUAL) a 16" O.C. - USE ONLY PRESSURE TREATED LUMBER P.T. BOTTOM PLATES TO TOP OF TIE BEAMS 1/2"x1" LONG EXPANSION BOLTS a 32" O.G. W/ 3"x3"xl/4" WASHERS 4 20 ga. GALV. STL. PLATE ANCHORS a EA. STUD FASTENED W/ (3) Sd NAILS EA. SIDE. ( 2x6 4 2x8 WALLS ONLY ) (ALTERNATE) - HILTI DRIVE PINS .145"x3" LONG (OR EQUAL) a 8" O.G. 4 USP "TA" STRAPS W/ (4) Ibd NAILS EA. STUD (SUPPORTED TRUSSES MUST BE LESS THAN 30'-0" LONG) 1" IAXIMUr-1 MAXIMUM ALLOWABLE ALLOWABLE LATERAL LOADS FOR UPLIFT FOR MODEL NO. FASTENERS CONNECTORS SHOWN COMgCTORS SM USP I-ITAI6 (1) (13) 10d x 1 In" LATERAL LOAD B PARALLEL TO BM. = 4SO (FU a 15000 TA12 U4 TA12R (1) EA NAILS PERPENDICULAR TO 6M. = 6100 R) EACH�STRAP LATERAL LOAD PARALLEL TO BM. - 490" (FU W 23150 USP (I) EA. (9) 10dx1'�" NAILS PER"SOICULAR TO SM. = 6104 0) TAI6 4 TA16R EACH STRAP G2 _ 2- MEMBERS MINIMUM LATERAL LOAD d s EXTEND OVERHANG I ROOF TILE LENGTH 0x — ai 16 21_01 OF 00 — '-- 1 I I I I I I I I I I I I I f I I I I I I I I I I I I—TTI I I I I I -- -- -- I I 1--1 pp L t 0 2410" uSP M EA. (a) IOd NAILS PARALLEL TO BM. = 490" (FU I r TAI6 4 TAI6R EACH STRAP PERPENDICULAR TO W. = 6100 O LATERAL LOAD — — — — — — I I PARALLEL TO SM. - 11W (FU 30000 USP HTAIb (2) (13) 10d NAILS EACH STRAP PERPENDICULAR TO 6M = 1320" (F2) ., NOTE: ALL MEMBERS TO BE ANCHORED TO CONCRETE BEAM W/ O Cc TRUSS COMpP AN�/ TO COORDINATE — — — UNLESS OTHERIUISE: NOTED ON FRAMING PLAN "D" ANCHORS MAY BE USED INSTEAD OF "C" ANCHORS, PLACEMENT OF TRUSSESS UJIT A/C EITHER "D", OR "C" ANCHORS MAY BE USED FOR "B" ANCHORS. — — — — - — — — O USP LATERAL LOAD 1 CHASES 7 RTI6 (I) [8) 8dx11�:: • TRUss . (a) Bdxl�2" a TOP PARALLEL TO TOP K. = 645" M) _ _ r PL. PEf�ENDIOILAR TO TM) PL - L5 1 1 10300 OUSP (1) Wool ® TRUSS 24500 RTIEF or RTIST (2) (1) 16d ® TOP PL. SEE TNIRD FLOOR PLAN r NOTE: ALL MEMBERS TO BE ANCHORED TO TOP PLATE W/O FOR LINTEL TYPES AND UNLESS OTHERWISE NOTED ON FRAMING PLAN - ALL PRODUCTS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS LOCATIONS STRAPS LENGTHS CALLED OUT ABOVE ARE MINIMAL STRAP LENGTHS. - UPLIFT 4 LATERAL LOADS AT TRUSS TO WALL CONNECTIONS ARE TAKEN INTO ACCOUNT IN THE ANCHORAGE SCHEDULE ABOVE THE UPLIFTS FOR INDIVIDUAL TRUSSES ARE LESS THAN THE VALUES LISTED ABOVE FOR THE CONNECTOR USED TO SECURE THE TRUSS. ALL PRODUCTS LISTED ABOVE ARE CONTAINED IN STATE OF FLORIDA PRODUCT APPROVAL, "PL859, PTID_859_T_6bccl 2031b .pdf AnchorSchedule-PBNorth REVISED 3-18-05 ROOF PLYWOOD NAILING SCHEDULE: GIRDERS ARE NOT DESIGNED 8d COMMON NAILS 031") (o" O.G. FIELD, 4" O.C. EDGES AS DRAG ST TS-LATERAL EDGES INCLUDE SUB -FASCIA, HIP CATS, HIP JACKS, CONNECTIONS NOT REQUIRED. GABLE ENDS 4 PLYWOOD ENDS. PLYWOOD EDGES PERPENDICULAR TO FRAMING DO NOT REQUIRE NAILING EXCEPT AT ROOF EDGES, GABLE ENDS, 4 SUB FASCIAS. LATERAL CONNECTIONS ARE (ZONE 3 NAILING THROUGHOUT) DESIGNED INTO THE ANCHOR WALL PLYWOOD NAILING SCHEDULE: SCHEDULE. Sd COMMON NAILS (.131") 6" O.G. OR 8d GUN NAILS 013") 4" O.C. APPLY PLYWOOD VERTICALLY OR BLOCK 4 NAIL ALL SEAMS. ALL HEADERS AND BEAMS TO BE (2) 02 HEM -FIR 2x12 UNLESS OTHERWISE NOTED UPLIFTS FOR EACH TRUUS ARE LESS THAN MAX VALUE SHOWN FOR THE CONNECTION SELECTED. COORDINATE PLACEMENT OF BOTTOM CHORD OF TRUSSES OVER THE ELEVATOR, WITH THE ELEVATOR MANUFACTURER'S ROOF.PLAN HEIGHT REQUIREMENTS. 12 VARIES SCAB (IF REOV) `" 16d NAILS 1/4" 5TL. PLATE — EA SIDE ry MIN. ` 2, 3, OR 4 I/4" STL. PLATE MEMBER GIRDER — 1) 05 C NT. I) 5 CONT. BOND BEAM — K1/2(4) �'SIMPSON STEEL WEDGE -ALL WEDGE ANCHORS W/5" EMBEDMENT MIN.- 1) ADDIVL. 45POURED NOTE: CONC: AREA, -ALLS L.TOBE A 36 T -ALL P ATEB TO BE WELDED WITH (2) "5 BOTTOM FULL NETRATION WELDS GIRDER TRUSS HOLD DOWN ONNECTION' U LIFT.. CALCULATIONS (2) 3/4" SIMPSON WEDGE -ALL WEDGE'', ANCHORS 8289" T ON A I -MEMBER GIRDER ADD (2) '.. 16" S.Y.P. SCABS (ONE EACH SIDE) NAILED W/ 16- I6d NAILS ON A 2-MEMBER GIRDER ADD A 16" S.Y.P. SCAB TO ONE SIDE (AS SHOWN) NAILED W/ I6- *d NAI 6 AZALEA=fR MIN. IN. AT ANCHOR INTERRUPT Es No BEAM FOR POURED CONC. AREA BOND BEAM 77 1 � FRONT VIEW SCALE: 314" = V-0" HOLD TRUSS W1 (1) LAYER 55//0" 1 v "X., DRYWALL EACH SIDE (SEE UL -U336) 2 1/4" TRISS ISEARIr ILING AS PER ARCHITECTURAL PLANS V CENTER PARTY WALL TRUSS BEARING DETAIL N.T.S. <1 LL q " in �J ill- Z z < U) LU F. q. 0 x� 6` `<= €1 Cr Cam' D_ J �i rn Z V r U O M O o Of 0 m Q M � QO d M O Revisions p ro (0/10/05 a t' C3ENERAL REv. Drawn By: sQ Date : 5/13/05 Scale : AS NOTED Sheet Number of 5 Sheets 0.30 Ln I 0.30 Ln(,) 0.30 Ln(-) 0.30 Ln 2(++) 020 Ln I 020 Ln(-) 020 LnC+) .20 Ln 2h.) 50% 50% 100% ADDED B'.OTTO BARS A5 CONTINUOU5 BOTTOM IN.PLAN MATT REINFORCING CALLED FOR g "4's. a 16" O.G. EA. WAY 9 n 2, CANTII EVER TYPICAL TRUSS ANCHOR SPLICES WHEN REQUIRED TO BE (SEE ANCHORING SCHEDULE) 24 BAR DIA. AT COLUMN CENTERLINE STUCCO CONTINUOUS ° TY I CA C . NGB.S. .CAULK BEAD P � UMN STRIP - 5AR PLACING DIAGRAM ntS y BRICK MOLD NOTE: A COLUMN STRIP IS A DESIGN STRIP AS DEFINED IN SECTION 13 a 13.2.1 OF ACI STANDARD BUILDING CODE 31a-89. Ln(+) DENOTE 3 THE GREATER OF THE TWO ADJACENT SPANS Ln 1 4 Ln2 SEE FLOOR PLAN e ELEVATIONS EXTERIOR (II-) OR THE L zNGTH OF THE CANTILEVER, WHICHEVER IS GREATER. _ —_— FOR TRUSS BRG. HEIGHT DOOR --- a SCREWS AS PER GYP. BOARD DOOR MANUR PRODUCT -------- ° APPROVALS CONCRETE BOND BEAM ,- W/ I- "5 CONT.AN WOOD DOOR 0.22 Ln 1 022 Ln(+J 022 Ln(-) 022 Ln 2(..) S CORNER BAR AT n n AMB O.H. ALL CORNERS (',0" LONG) nnn i lllllll l ' 8" CONCRETE BLOCK WALL HILT[ DRIVE PINS .145"x.. 3° a 8" O.C. STAGGERED: USE (2) ADDITIONAL PINS ADDED OTTOM BARS AS CONTINUOUS BOTTOM (1) "5 BAR VERT. IN CONS. FILLED AT LATCH LOCATION CALLED OR IN PLAN MATT REINFORCING CELL W/ 10" HOOK ®BOND BEAM e IN THE HEAD AT THE 4's g 16" O.G. EA: WAY (SEE FOUNDATION PLAN FOR y '/2" GYPSUM CENTER OF DOUBLE LOCATION) BOARD DOORS (USE 3/16" x 2 3/4" "TAPCONS" INTO LINTELS) P.T. FURRING SHIM SPLICES WHEN REQUIRED TO BE x WOOD CASING P.T. 2x4 24 BAR DIA. AT COLUMN CENTERLINE ' TYPICAL EXTERIOR DOOR JAMB 5CALE:3 1'_O" TYPICAL MIDDLE STRIP - SAR PLACING DIAGRAM'nts NOTE: A MIDDLE STI;IZIP IS A DESIGN STRIP AS DEFINED IN SECTION 13 8 13.2.1 OF ACI STANDARD BUILDING CODE 318-85. -" Ln(O DENOTESTHE GREATER OF THE TWO ADJACENT SPANS Ln 1 & Ln 2 C+=) OR THE LENGTH OF THE CANTILEVER, WHICHEVER IS GREATER. dr 21/4 1 1/2" i (1314" MIN.) Tf 1/4" CONTINUOUS U 4 a a (T 3/4" ® DOORS) —CBS a � q d BEAD OF CAULK BEAM BEHIND BUCK ,• •. a P.T.2x S.Y:P. AT HEAD 6 JAMB5 FASTE 4ED ^ 70 SONS. TIE BEAM W/ "HILIT" DRIVE Q TYPICAL SECOND AND THIRD FLOOR __ • o•° i Q .145d x 3" (OR EQUAL) AT 16" O.G. 4 Q 3/4'' RECESS TO RECEIVE d4,-^*+"' I - - 4 4 CONCRETE BLOCK °e `�`` 4 NO, 5014D BEAM STUCCO ON A'I RC"OORS t-ITL. LATH ON .DRYWALL - 015 FELT I In 19/32 PLYWOOD. - I (U 05 BAR VER . IN CONS. - ILLED GELL9 APPROX. 6 0"O.G. I _s+'a'CSEE FOUNDATI N PLAN FOR j 2x4 BLOCKING AT 6" O.C. AT RA [US LOCATIONU .BACK NAILED AT EA. END W/ (2) Od .STUCCO CAULK NAILS. I CAULK 1/2 DRYWALL '015FELT CONT. AT UNDERSIDE OF 2x4 BLOCKING. LAP 6" AT EA. EN P.T. Ix3 WOOD I/4" x 23ia CORROSIVE RESISTANT "TAPCON" ,SPACER GONG. SCREWS INSTALLED AS CALLED FOR i ON WINDOW PRODUCT APPOVAL .099x1'h" NAILS fff HILT[ NAIL 9 6" O.C. GR 099-122 TYP. ALUM. g 6CC. WINDOW JAMB CAULK I" x 4' WOOD BUCK SLIDING GLS. DR. ' . JAMB SCREWS PER PRODUCT APPROV L TYP. ARCH WINDOW H ADER DETAIL TYPICAI_ WINDOW & SLIDING GLASS DOOR JAMB DETAIL $01"He SCALE: 3" = 1'-0'' FULL SCALE GENERAL ST UCTURAL NOTES I. ALLOWABLE SOIL BEARING PRESSURE: IONS MADE BY THE GEOTECHNICAL ENGINEER, THE FOOTINGS BASED ON SOIL BORINGS AND RECOMMEND HAVE BEEN DESIGNED FOR AN ALLOWABLE ARING CAPACITY OF 3,000 P.S.F. 2. CONCRETE: ALL CONCRETE TO ATTAIN A MINIMUM ULTIM COMPRESSIVE STRENGTH OF 3,000 P.5.1. IN 2& DAYS, AGGREGATES TO BE GLEAN AND WELL GRA D, MAXIMUM SIZE 3ja". CONCRETE SLUMP 5" MINIMUM TO 6'' MAXIMUM. CONCRETE MIX FOR FILLED CELLS 4 BE BE 3,000 P.S.I. PEA ROCK PUMP MIX WITH 6"-l" SLUMP, OR 2,500 P.S.I. . CELL FILL MIX W/ 8" - II" SLUMP 2,500 P.S.I. FOR SLABS ON GRADE 4 FOUND OHS. 3. CONCRETE COVER: TO BE AS FOLLOWS: BOTTOM P SIDES FOOTINGS 3" 211 SEAMS 111211 � �� 11,21' SLABS " I" WALLS - 2" 4. REINFORCING STEEL TO BE NEW HIGH STRENGTH BILLET STEEL D RMED CONFORMING TO ASTI-I A-615*- GRADE 60. LAP REINFORCING STEEL 45 BAR DIAMETERS IN LED CELLS, 30 BAR DIA. IN SLABS 4 FOUNDATIONS. HOOK DISCONTINUOUS ENDS OF ALL TOP B .,ALL REINFORCING STEEL TO BE DETAILED AN[) FABRICATED I GCORDANGE WITH "MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCT S", AND THE ACI BUILDING CODE, LATEST EDITION. 5. MASONRY WALLS: CONCRETE BLOCK WALLS INDICATED ON D INGS TO BE ERECTED BEFORE PLACING OF SLAB ABOVE. BLOCK CELLS SHALL BE: GROUTED AND. RE I RCED WITH ONE 05 AS SHOWN ON THE FLOOR PLANS 6. SLABS ON FILL FILL AND BACKFILL TO BE COMPACTED TO % OF THE MAXIMUM DENSITY, AS DETERMINED BY THE MODIFIED PROCTOR TEST. GOMPACTION LAYERS NOT EXCEED 12". SEE SOIL PREPARATION INSTRUCTIONS PREPARED BY THE GEOTECHNICAL ENGINEER 1. DESIGN LOADS: SECOND 4 THIRD FLOOR: SUPERIMPOSED DEAD LOAD: 10 PSF SUPERIMPOSED LIVE LOAD: 40P5F 8. SECONDHAND THIRD FLOOR LINTELS: 5 WITH ARCHITECTURAL DRAWINGS. THE 2- #4CONTINUOUS COORDINATE. ALL WINDOW AND DOOR OPEN BAR8 TO BE PROVIDED, IN SLAB, OVER AL EARING BLOCK WALLS ARE TO CONTINUE OVER ANY OPENINGS ALONG BLOCK WALL. LINTELS TO BEAR. A MI UM OF 5" BEYOND EACH SIDE OPENING. 8. PREFABRICATED WOOD TRUSSES: TO BE MANUFACTURED IN ACCORDANCE WIT HE FLORIDA BUILDING CODE. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. SUPERIMPOSED LOADS SHALL BE AS FOLL DEAD LOAD = 25 PSF DEAD L D TO RESIST WIND UPLIFT = 10 PSF LIVE LOAD 20 P5F WIND LOADS: PER ASCE 'I -SS PROVIDE APA RATED 40/20 - 19/32" EXTER .GRADE PLYWOOD SHEATHING OVER ALL TRUSSES, NAILED WITH Sd NAILS 6 6" O.C. AT END 4 INTERIOR SUP TS, AND 6 4" O,C. AT GABLED ENDS. THE QUANTITY OF LONG & SHORT STEEL WILL vARY EFFF m HEAD STEEL IS CED WITHIN. THE ARE FORMED BY THE RT HEAD STEEL BARS - ICL. QUANTITYOF REBAR5HOWN 16 INCONSEQUENTIAL. EACH HEAD STEEL QUANTITY VARIES. SEE PLANS DRAWINGS FOR TYPICAL LAYOUT ONLY. ENGHT OF SHORT BARSTYPICAL HEAD STL. LAYOUT NTS I RAILING VERTICALS TO BE SET 0 RAILING VERTICALS TO BE SE IN 2 PART EPDXY IN CONCRETE J IN 2 PART EPDXY IN CONCRETE 0- SLAB MAINTAIN 1-1/2'' '. SLAB MAINTAIN -I/2" N CLEARANCE FROM SLAB STEEL 101CLEARANCE FROM SLAB STEEL 41/21, SEE FRAMING PLANS _ SEE PLAN jII, all OR FINISHFLOOR HT. e ° • b o ° ° o At • S I" TYPICAL SECOND AND THIRD FLOOR --_—_— •° L' a -p . , a" 3/4" RECESS TO RECEIVE CONCRETE BLOCK • •. �, _• q. r , •�. .. a a NO BOND BEAM°• e AT FLOORS ° CONCRETE SLAB : 3/4" X 8" X 8" STL PLATE W/ 4- 1/2 X 3 1/2 STUDS CONCRETE BE •D s•, CONC T AM FILLED 5 A V ' I W/ 3/4 HEADS BAR ER . IN SONS, SEE SCHEDULE FILLED CELL a APPROX. 6'-0"O.C. '.. (SEE TIOFOUNDATION PLANFQR CANTILEVER CONCRETE DECK DETAIL LOCATION) 1 COL. BEYOND I I SCALE: 3/4" 1 -0ll 3" 1 4 1/2" NOTE: -PROVIDE PRECAST CONCRETE LINTEL ABOVE DOORS 8 WINDOWS (ALT.: 5" CONCRETE BEAM W/Z2- 05 BOTTOM) 8" CONCRETE LOCK WALL ° a° -PROVIDE I- "5 IN LINTELS s^ CONCRETE BLOCK ALL " ' m REAR BALCONY SECTION ,a I I •f a AT ALL OPENINGS SCALE: 3/4" I'-0" W 4 1/2.1 Z 05 DOWEL IN FILLED CE LL A *S DOWEL IN FIL-ED CELL 0-(SEEFOUNDATION PLAN (SEE FOUNDATION 1-411 (FOR LOCATION ) (FOR LOCATIONS) '.. 3/4" X 12" X'12" STL PLATE m q W/ I '%" x 4 12" STIFFENER PLATES J AS SHOWN- 4 PLATES REQUIRED 1 1/2" RECESS TO RECEIVE 4" THICK 250 psi CONCRETE 1 1/2" RECESS TO RECEIVE 4" THICK 2500.pal C NCRETE (I EACH DIRECTION) CONCRETE BLOCK p CONCRETE BLOCK SLAB W/ 6"x 6" x 10 0 W.W.M. SLAB W/ 6" x x 10/I0 W.WM. FINISH FLOOR LINE FINISH FLOOR LINE ION APPROX: GRADE'. V' d R E ------------------ e °_o , STEEL COLUMN APPROX, GRADE ,'\/.:. \\ \\ \\ \\ \\ \\ to \\ \\ \\ .^ ° l I (SEE SCHEDULE) POP'BARRIER. //\//�//\//\//\//`/\//\//\/ / \� ]BARRIER /%// i\\\ \\� \\\ \\\ \\\/ /\\/\\/ \/\\/\\ \ s,, x3,, x5/I6" STEEL COLUMN i�\//\\//\\//\\//\\//\\/\ \//\\ x. ° •• p / \ �\ n\ n\ n\ n\ 11 //\//\//\//\//\// / c :p. /\/�// //\//\// NOTE. 3�i2" COLUMNS BASE2PLATE W/ �\/ \�\\�\\�\ / • ° + "S E UNDATION PLAN //\/\/\/\/\ o ° "' •- • p;.-° ° ,' /\/\SEE O ° DAT[ON PLAN I' ❑ GET 31i2 ii q BASE PLATE - 5/8" EXP. BOLTS //\ . • °• ro. • - //\\//\\///\\//\\/ \//\\/�\\/ W/L�e �x4 STIFFENER PLATES AS SHOWN- 4 PLATES REQUIRED \/f\�\\�\\//\\//\�\\/\//�\//�\ \�\/\\/\\/\\\\/SEE OUNDATION:PLAN\ /\\/\\/\\/\\/\\ \/\ l 2 EACH DIRECTION ) \ . \ .\ \ \ / /\//\//\//\//\// / STIFFENER PLATES BEVEL FOR a WELD .a• a - a 've a 4. N.:a ... /w!%v!<vv!wv�wy�<vv�iy/i�r TYPICAL COLUMN DETAIL TYPICAL 3-STORY WALL SECTION 'IT" MONO FOOTING, SECTION AT MTEIWE��ATE FLOOR NT5 TYPICAL -STORY COLUMN DETAIL SCALE: 3/4„ 1'-011SCALE: 3/4' _ 1'-0" _..... _— N.T.S. Sheet Number of 5 Sheets L II 23'-4" 26 -0" 3'-3 1/2" 9'-4" 3'-3 1/2" Ill 6'_2" 11" 3'-0 1/2" 9'-3"' 5' 8" 9'-4" 3 -3 1/2 9' 10 zz II �I 10 22 A-12 A -I N BALCONY 24 BALCO Y o vjyL N m 1'_0" a Zq S z„ 49 OV. E3 49 8" N w 52 ' 22'-6' DINING ROOM v GLG. (+10'_0") _ - _ 14'_4" 8' 14 8 = 8 14 _1 14'_�" 24 8' _ 22 O I d) µ m 16'--1 1/2" � v - F, ROOM 25 -O" I 8''-4 1/2" � IVING'ROOM � 8'-O'" A 25'-O" LIVING ROOM v CLG: (+10'_0") 01 6-4 1/2" _li- DINING ROOM CL x, (+10'.0") O 16'-7 1/2" - w _ v BREE AKFAS� cL�.(+ro'-o")�, r -r 2' � H 8" 2" -4 v - Cs 8'O Cz C Iro'-2 1/2" 4'-1 1/2 , 3'-6"' 2' " 3'-6" 6" 4'-1 1/2" " 16'-2 1/21, 8" " a� 0 Q 1ELE 3 g' i _ I� I I � I I p 10' 42 � 6'-5 1/2" 38 39 I-10 4'-2 1 a. 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SL P B D E D p p D IfR IE COUNTY REVIEW E: MB:+ E: H• E: REVISIONS BY I C�l/13/05 I BP.0 2 06-0-1-05 CR. 3 07-22-05 CR- 5 11-23-05 CR. w co w 6, w ^ Im rn V' Vl (^I W W Lo (I O N r)I O p I,w Z a IIw ,� LL O z y 11 J O — O z QZ X d w Q O w O W O (D O F- S13111H0dVII- O. o 0 0 Z¢ 0 Ow I N J Z OW � LL � F 03 N i I 11 „ z I a 1 ' m I o N LL 0 F w I a 11 11 p 3 I a 0 Q � n/ ¢ it If LJ o w o U 0 IL 0 LIA LLl U U 0 a K W z m v, o riG o z HApp a � � U a ® z z a U N W I I ¢ L� a z `O w I M o z _ m I _ Q it U w II � LLo I � m a 1 I U Y I 3 I � i 0 z a M i m � a U 0 I U Q _ N W � I w O N � a' a N LL x a o z m W w J LL w = 6 a 0 W z 0 C Lyl\ Dli SCALE CHECKED BY DRAWN BY III, II aaTE'i p�/10/04 �06 0316 III SHEET A-2 OF SHEETS I RAUL R SOTOLONGO ",GIST. No AR-7 7 1 2 II 1 I 75_4" I 23' - 4" 26'-O° 8" O" 1 ' O 5 P-8" T-3" 8'-1" 2'-3 1'-8 1/2" 3'-2" 3'-II 1/2" 3'-0 1/2" 9'-3" 5' 8" 31-3I1/2" 5 I-D FEA1 Q ALCONY 24 D D O E — ' � O 8ALC0 Y O O 8 4 _11 4 5 _9 WV. BA O1�Y 14 -O „ _- _ ._-_ 24 - __. .__ __- 8' li-O" O 8'-20 7' 8" 14'--1" w 14'_-I 8 Cn ESS 8 _ r I'_O' 8„ 24 - = 14 0 F_3 O 43 _ O M. BATH O 6 5TUDY/OFFICE 49 1 , GLCs.f+l0'-0') _ = - 6 � ® A LI ' W � MASTER SUI E - 8" 5- I-5 4 lz - _ 8.1 1 4 3'_3' 8' S'_�" = 4" _ 4" 13 _pa 2„ - 10'-5' N C� O CARPET 9 TILE v I-1 14 ' I 30 8.iN I-3 ° EGRESS II - / O EGRESS ' R4 -1' 2 O _ 10 43 15 \3� ' ' COP .) 4" . M. BATI-4 MASTR B)o o C MASTER BEDROOM v DN v L�.l+to -o"� 24 29 4" 0 5'--1 1/2" 4" A-12 1 -5 1/2" 1 8 r 19 Di*1 r 5 T-10 = � A-12 c.Tu I-5 I-10 ------ r v - I ELEv `° O 1-12 IL28 31- 1 '4' v4'-2 I/2 3 = 5'-8" ,m4., PF5'-0/' 35 v a $ 15 20 Q I.6 m 31 S 30 3'-4" L 12'-9 1/2' o HER -_ - --- o EfaRESS It 29 = 28 20 31 12" m = 4" 3'_1 8' 3,, 8,, 8'-2 I r I-g I x\ pl d 4 P 2 v i4" 4'r 4" 3' 6 1 4 1 1 6 _11 n 1;5 / DN z8 = 1 1 O BEDROOM 2 I-LIJ i a !6 15 Q GL 1+10' O") L51, In 1O 19 � 43 I-10 _ O 35 r ELEv V GLG.(+l0'-0") GLG.(+l0'-0") - 35 8 4" CARPETm �ilig 0 - � MASTER A 3'-1 I/2 4 2'-2 4"�- _ moo° 11 _O 4" 3 _ , 4 3" m 3, 3 _ r 20 m I-2 f r -1 GLEA 1 ELEV - F - 4 6" 2 411111 3 53 {{ o LL A-13 I , v ! 31 LL 9 W/ m 46 �Tl 411 m 4c0 N j G I4„ " s' S I-5 I-5 m N HERS D A-13 N G 11 O 43 ECsRESS 4 1'-pall 1'- — , DROOtll 2 BAT " 50 ILI)_ LG.I+IO' - `Q 050 4.5 --------- ----- -----` - 1 j, 11 1/2' 8 _ _T`_--r--- TI - -_[r --Ir I N 1pa II II II II IJIII—''... ; 1 L---IL----u----ll---15.._11u 45 53 i--- -- � 12 C.TILE CA T ji I ii-µ----�-- -+� -1Lti G� O i I - I I JI/ II I-5 I n u xt a `� 8 8.Oi l 5 4° 11 _Su Su lip II II II I14 m u v u u L---- --- ---- ----- ----- ---- --- -A - -I A -9 A m A-11 EGRESSI A-9 A�10 2' 3 6 _3, 4'_6" 4'-4" 4'-3" 3'-2" 3 _ I 3 _1 r 2'_3" 1 _8 2'_3" 3 _1, 20 1_Xll 20' 8" 23'-4" 26'-0° GOCOPI�UM THIRD IGLOO AZALEA - 'LAN 11411 E3ACHE3"-T- 1e THESE PLANS AND 'LPROPOSED WORK ARE SUBJEC T INSPECTORS REQUIRED PIE , M.0 BENECE ARV IN ORDER TO COMPLY WIT" A APPLICABLE CODES,} r N EGRESS Is I REVISIONS BY N 2 06-0-1-05 CR. 11-23-05, CR. Z 0 N m a w K 3 0 c� z z I F � m o W 00 I � o G) O 00 NO a 1 0) Ln O O z N d 0 O o w Ln O �' w w 0� z _ O Ln 01 IU 0 W I � 1 w z [,5 J O Z - O Q I X 0- Q O 7 w w w lO V o I o II o J 0 o N S103111-1-0civii, z w ® O m Z O U Za O O0 0 m J Oa 0 h F U) o z m 0 N pX W o 1 IIu I� Q 3 z a q rc F p1 --JLY �1 Z s -A o K LL 0 II„ �JLI w z Q�m � w � m z ly a m a m s a 0 ? z w w o z i [p I � w M O I ? m I Q � = m w a a w F 0 a t- 2 a U _ w w w m m w X } m W Z i m O DEC 1 6 0 RAUL R SOTOLONGO REGIST. No AR-7 7 1 2 C AR- BR SCALE CHECKED BY DRAWN BY DATE JOB 031ro SHEET A-3 OF SHEETS BALCONY -- -- ---- ---- ------------------- COV. BALCONY c6 C6 I A, o C9 LIVING ROOM I ca KD-- AI4 C6 :N1G BR 6AST D 00tM- C14 Ca AS CsFI C4 g I C1 III _G 4 — L-\ C6 Q D I� AI4 AS GI ° re >7 21 I _ ELEV e wee 011 \ND °e Al �ZFI o `- `- -- I_ Al - A15 -- -- -------- G9 <IT CS G6 DN FI I O ICI r. _GFI A 5 a5 U KIT N --- -.Gn sD o O A,[ �{�- 4Y V P 4 �14 I A15 AI4 o -- x\\ - --- - - C14 ---�- - l� / c-2a z DINING F:OOM C5 C14 I sn 0 ca DE I I Ado I 1 C4so 3 Cj1114 A6 L ---- C, C5 DEN 1�A6 C, 13 POLO F1 IRO M c, sn _ 4 A6 ETY L)5ALCONY cls c, AZALEA=fR CT ICAL FLAN 1/411 1 0 0 3 ROOM B6 B, M I DINING OOM A L I V I Cx ROOM 85 O o 6 O B� 3 N 6 REVISIONS BY 5 I1-23-05 CR W 00 W a) � it I) � 00 _ 'r) 0 0 N LO O N r7 0 a w o Cn iil 3 . OJ a ',, w T U 0� Z J O = O Z QI x d CL fl- � o w L- ,O -j U 1y 514�1 v 0 o U �V� �B v gtj-fill, Z a o - A I I B, 0 0 0 AI4 g� --------'-t�81 GF1 F1 IS � 0 a ELEV 56 �— w /C" , 03 0 23,25 rn 55 B5 0 1 a HEN o B, F B15� 4 I'II 6sF!i 14 0 -- w � O r <_ k 3 w z a - � w yl� =LH ® w I o 1 1L o o LU BATEIATIP4 0 w 38� #--4--G U_ w B � W m o �r III � o z w ll� Q a a a � w Vi o THESE PLANS AND ALL PROPOSED WORK, 5 ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT m MAY BE NECESSARY IN ORDER TO Q COMPLY WITH ALL APPLICABLE CODES 0 CAR BR o 6 C� Y w x SCALE aa } - CHECKED', BY m � 0 a g DRAWN BY i DATE F o N `JOB 031 as i SHEET a d Z A E-2 w w w J LL m w 2 c OF SHEETS z - GUERR RO/GONZALEZ ENGIN ERS, INC. Michael Guerrero, P.E. Mechanical Eng. Lie. J15235 Rafael L. Gonzalez, P.E. Electrical Eng. Lic. #11057 4300 S.W. 73rd Avenue, Suite #107A Miami, Florida 33155 Tel. (305) 262-3944, Fax (395) 262-8211 E-mail: PROJECTSOGUERRER09ONZALEZENGINEERS.COM RAUL R SOTOLONGO REGLST. No AR-7 7 1 2 BALCONY --- --- --------- I p I I I G36 I CIl M 5TER BEDROOM ' C12 �cn C4 0 GI I GI2 f X41 E E3 - -------------- � COV. BALCONY 12"XIS'/�G O ACCESS PANEL p Al2 BATH C36 hG3 II Al2 Al I VP p 36 36 �P30 ICI3 E I ----- �EF* C 6 2"XI5 A IC: G364 PPANELANEL C5 t«Al 3 Al2 O (1 I DN G5 g Ala BEDRO 2 -2112 -16,L8 8D C4 /nf A9 iI�`. G12T GI2 Cl lh Cl2 X �Y g CIO Agi CIO � I OAIO -- AIC4 ' A10 MASTER 5UITE All 410 L A10 All sD Alo All p - HAll BE M 2 CIO---- ----- -------------- -R�- -r--- Ti -- 7r ---IT 111 1 II II II II 1 III 1111 II II II II 1III 11L_ 1111 II II II 11 IIII II`I II II II II IJII GIO GIO II II II II II I Ii II II — II II ll U LJ tl LJ Ll 1• k_ BALCONY _---------------------- BIO li BIO STUDY/OFF ICE BI2 I 84 aD0 � 511 BIO 54 (00Td M 5T R BE OOM .y ]Bg 512 Bg -1 Bll ELEV r= r= r= I 12 1 l 12 BI2 1 -y E112 I I I I I B9FFMASTER E`3 _ I Gr-1 29 A5 P I I I I I I I Alt BAT14 VP �I ----------------- I 1 I I I I I I I I II I I I I I I I I I I II 1 I I I I I I 6 REVISIONS III BY z 0 5 II-23-05 z a 0 y N E W F 3 o � I � I � I z z a m � o LLJ00 W 0) w N DI 0 3 0 O O LO III o Q 0 NI O LO o F n'''I W N in W CC r9 (J-) a U m _ Q OI W o O F LL WI 0' Z J O = O Z Q Q O w III O w J U LI J 0 s Z 0 0 0 SIDIIIHDdV::� w N O /A �J Z U Z O Q O= 0 J � Ow a 03 a w x 0 Q ORK a a THESEPIANSANDALLPCORRECTIONSTa of ARESUBJECT TO ANY kPRREQUY BE NECESSARY N ORDERTO'. — C MPLy WITH ALL APPLICABLE CODES:; AZALEA-E3ACHE3-r I _ 0 M p I a m U Z Q w O cc a- GUERRERO/GONZALEZ ENGINEERS, INC. Michael Guerrero, P.E. CL Mechanical Eng. Lic. #15235 Rafael L. Gonzalez, P.E. Electrical Eng. Lic. #11057 4300 S.W. 73rd Avenue, Suite #107A Miami, Florida 33155 Tel. (305) 262-3944, Fax (300) 262-8211 E-mail: PROJECTSOGUERREROGONZALEZENGINEERS.COM CAR —BR SCALE I/4"=j'-O'1 CHECKED BY DRAWN BY DATE Oro/IO/Q4 JOB 031E SHEET E-3 OF SHEETS RAUL R SOMLONGO REGW. No AR-7 7 1 2 -- -- -- --- COV. BALCONY I I I LIVING ROOM LIVING ROOM BREAKFAST D IN INCH ROOM — I A/C uW DN DOWK- I i � s N—� F° 2" AAv C2 2"m I/ " cw 4 1-I "� ELEV 2DOWN M BELOUI----- �� ` --' rr d }.lw (2 F.Ua - FR�M 13 L aLu___ 2" AAv O� KITCHEN ,err u 4 CIO D _ I" CW 4 A!C C.D. D " $ i,2 LAUN K TCHEN r' sAt OWN 1 1 r - 2F u P .ua I 3r .4 OW d� I 4 / uW UP 3 I -- - - J1 „ " N - -------- ---- - ---- ---- -------- ----- P. % c 0x Rorwi D IN INCH ROOM ELEV. z G BELOW I I Ins" GW I„ cW I DEN I I UNN--___.. L ------ (loFUa I 3/4' cW cw d DEN OWDE (48F.Ua [I. �I�x9uWUP 2" AAV P OM ,2,r uW u TUJ 2„ 4 3" N (,O 2" AAv i 2., CW cocof= 2rol- FL( lov)5ALCONY AZALEA-fR 1 /4 11 r,Ca 3" SAN C LIVING ROOM II ELEV U_ I BEDROOM STOR. REVISIONS BY s 11-23-05 C WCo 91 0 Z r7 0'' O', N f r� ! O I� n III 0 N ), Q F 0 Q �I Li(n W — f n 3: O Ln W = J OLL iU zJ O Q O X', 10 w O LLJ LLI'I O J U w O ~ S1O311H0dVONz NFO2"e'14 OZ 2' AAv O a O cw dFU-uBEI„ BELOW 00 3" SAN OOBill cIu F M ABOVE - zzoUyWw m BE <ITCH N (9 FU.) !c D. D DOU1N 'o a" S x I F /2 BAT'' 5 ACH5 RR�r W a 4� �ry II 3 4-d-d " $O GAL 2- KW `u. o EF 89 _ T - 3/4" P4T DOWN TO DP. #- a z 9 B ll-1--f ® w 0 U o 2" AAv p-lC-1l U-I w � w V 0 0 W L m z N 3" SAN O U Z a (6 F.U.J o o a N g a 5 N x N ' THESE PLANS AND ALL PROPOSED WORK � al 5 w ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT;; MAY BE NECESSARY IN ORDER TO . Q 0 GUERR RO/GONZALEZ ENGIN RS, INC. Michael P.E. Mechanical a G ng.uerLio, ng. Lic. #15235 Rafael L. G zolez, P.E. Electrical E . Lic. 111057 4300 S.W. rd Avenue, Suite #107A Miami, Flon 33155 Tel. (305) 2-3944, Fax (305) 262_8211 E—mail: PR ECTSOGUERREROG81M] ncuryl COMPLY WITH ALL APPLICABLE CODES;; 0 C9 Y R ON'i 0 a m K z EVISI a a d z LL C C AR BR SCALE CHECKED BY DRAWN BY DATE Job 0316 SHEET P-2 OF SHEETS RAUL R. SOTOLONGOI REGLS'T. No AR-7 7 1122I BALCONY ------------------------- I' , , , /2 ASTER BEDROJ 1,2 " I I 3i4" CW 1 /4 . CW 3" SAN DOWN !9 4Lw i 2� CW 'i2.' ". 1 HERS 2" VTR _ 2 3° I,8 v frT RU.) COV. BALCONY M.F3TH " — MASTER SUITE ,2 C� 31e/ 3/4 a cW - M. BATH 1,21j W /2' CW 2��e1, "/FT 3" VTR DN , (6 F.U.) Z2" "W 3"!9 FEU) 300 „ VTR 3,4n 1,2" " 1 ,4" CW ELEVI 3" I - I I I ,,2" CW \X pp---y HER TY7 D.P - --- --- P DOWN 3, 2" VTR 2 2 F . ,,2�� "BE OWW 1 / DN BEDROOM 2 3/4" CW �i 0 �--- `sue% f,2„" i DOWN AL i � O G gL�1�l'Di'�Y I ELEV. DOWN — Ja (6 1FROM 3ELOW BEDROOM COCOF Lurl 3rcl. FL OR P 4 HHY — 211 ---------------------------- 2" -Tl--- III I I I TI _-_-fr--- I f I I III I II II II II _-_ I Ill L 11� 1+---- III II µ----u---- II II II III 1'� II it II II II II II II LliI II II I II II u u --u — u— u u AZ A L A _ U 15 1I V FLAN 1 /4 I I It STUDY/OFFICE ELEV i MASTER BEDROOM y I F�Ot �/2 " "W M BELOW 3" RAN AP1�11 V 2 " G 112 " `/2 I I I I I I I I I , I I I I I I I I I I I 1 I I I 1 I I f I I I I �I I I I I I I I I I I I I I I I j 1 — _ --_ -_-_ --_-. __ ____ ________ BEAGNB4RfRY I-R GUER RO/GONZALEZ ENGIN ERS, INC. Michael Guerrero, P.E. Mechanical E IEng. Lic. #15235 Rafael L. onzalez, P.E. Electrical 4300 S.W. g. Lic. #11057 3rd Avenue, Suite #107A Miami,Flo Tel. (305) a 33155 62-3944, Fax (305) 262-8211 E-mail: P ECTSOGUERREROGONZALEZENGII REVISIONS BY z U 11-23-05 G z a _i o i z a m WCIDrc W Q) CO III x 3 � 0 00 Z O N LL a Ln O o N. Q LO 0 0 z 0 W z w _ f' ,J z W o LI- silly w _ O z O �,'. = a z EL N O W LLO U W co I w U 0 o 0 S 10 3 11 H 0 d V NONE w O '^ z o Z 0 a Oo z J N s a F 03 rn z a m 0 N LL 0 3 z w a 1 U A�-!L 3 w L a H N—BLLIU w a \ > o U / LL O pp pp 'I !4-N� ` ' �-LI o z Q_ � �F U U w U 0 0 a m o 0 z pry�������� ILA_Jl < o U U z � w w a U N z a 3 w S 0 5 a � w E d z_ I I C AR BR 3 0 0 a I C� Y � � w x o SCALE M } CHECKED BY F a m m o DRAWN BY a o z N DATE 06/10/Qtj M F- oJOB w K i T SHEE x d a L w r w w P_3 w J LL 'a OF SHEETS x i RAUL R SOTOLONGO REUST. No AR-7 7 1 2 L �5 -4 26 -O 23'-4" 3'-3`1/2" 9,_4" 3'-3 1/2" Il, �0'_2 11" 3'-O 1/2 �Q A-1 22 I , 9'-41. I IQ 22 A-12 ° BALcoNY 0 0 O = 24 BALCO l 0 O- ---- N OV. B S i O„ 24 8,_2 49 7 8" 14'_7 49 = 8, 14 _O' g 14 - I 8 l Cx 8,_2 , I-10 I[l :r 3 1/2'', `. -7f 3 O 44 I-11 N = 9 -- 52 co m AU 2 � U za KITCHEN I 0 � LG. C+ -o n' 2" 3' 4" 4' a O m IL z8aF, m KITCHEN 4 4 r, 4 w 10 _4 m 8 '?O 6'-ro 411.2'-O' il' 4" _ GLC� L+10'-p') 8' 2'+1.,, 1 =5m_I- -4 cv2.�_6„ 1.4 , ,.. Iddl Pi2r0 (•v ,x u 24 37 N ------ - -- LIJ 46 I m DIN ING ROOM 14 _2n Q 26 CLCs.0 I II I- 10'-10" 6' 3'- DEN N - - -�' I N U = V •p �y m ..� O O V 0 �n 49 w 22 - = LIVING ROOM -- _ \ = — Fit IVING ROOM A 'coo LEY r\ _ 1 - u S I u O 22 -6 CLCx. (+10'-0') 25 ' O BR AKFAS , 01 �r DININGROOM DININCH ROOM LIVING ROOM - n 1/2" -4 1/2" _ = ill /" 8'_4 1/2" 16'-� /2" '-1I65.-" III r 16'-2I/2" " (16'-2 1/2" 8 N T 42 38 39 14 -8 8,-O 31B N 38 ea m 6 T v DN 52 42 52 54 DN 52 at,,) _ O _ 38 42 4 I iIn S N �9 I _ ELEY Ill \/�4. \ F� N - f =�3 I-10 N 1� fi., IQ dl � 3' 6, S 2 q 3' 6„ 2 _0" I O ro' 5 1/2" �' 4' 2 1 Z, „ :' O 3 4 - 10 -- 2 4 -� h KITCI-IE1 4B 38 35 - 4 \/ = v 2ro I -- -- M ME IN i; A I Ll A-13 cL�: C+la-o") 30 CA t G. LE. 28 _s..v.,.:_B 2€ , O'-O 24 6" 19 -I,_1 , 4„ 3 _I,. S„ 9'-2' N ry 4 1'3'_ 4.2 8„ N l _ 1U DEN -- -- -- — - 21 46 24 II _ 7u 15 OUJDE I_i BEDROOM 2 53 m B 3 9 15 8 ROOM CLCx. (+10'-O")- c��t,lo'-off') -13 BAT 14 5T R. = CL . C+10'-0' i?OWD jE-z m ROOM 1_5 p, N -.- ' I 1 I D N 8 6 .0 6 13, 4„ 2i 4, cv - l'- _ 13 4'O 8„ 13'_6, 4'; r 8 10 1 all 2 B m BALCONY 29 O = 12 O � _ 22Ir C C E RESS ECzRESS,' A g A E I A-11 A-9 ECREss A-10 C 3'_2" 2'-6" 3'-2" 2'-6" _2„ 3'-51, _4" 9 -0 1'-4" 4'-4 1/2" 2'-3 4'-4 Jail 7' 6 1/2" 6'-3 T-6 1/2" I,_�„ V-S., 1,_8 a 21'-4" ll'-8" ll' O" 21'-4" 5'-0" z 23'-41, 26' O" c i SEC LUI I FLco a 3 c C: Y —AN 1/4 I'cc c It c x c z THESE PLANS AND ALL PROPOSED WORK. ARE SUBJECT TO ANY CORREC IONS E R 4UIRED BY FIEL D S THAT a. MAYBE NECESSARY IN ORDER TO I J COMPLY WITH ALL APPLICABLE ODES, .I; I 1 0 u 112411,1)1972 I STLUQ41...G NTK...,„ Ir BUILDIN DIV SION REVI WED Fnp.CO S10111H0dVOMEN0, 0= 0 11z� t oE; 0 a z O w 0� z a m 0 0 z L I L > o a 1'' J-J—i z 4 O a W O U C / U_ O w �} o a U W U_ 0 O w o ti 0 z 1 iJ z ® � o N Z a W w z a w z r u C —BR SCALE 1/411=11-O" CHECKED BY DRAWN BY DATE of /10/�tj JOB 031 �o SHEET A-2 OF SHEETS i TOI.0 fR SOFFIT CA C FOR BEAGHBERRY 18 COCOPLUM-R UNIT6 SOFFIT VENT CALCUL4TIONS 180 SQ. FT. X 144 25920.00 SQ. INCHES 25920.00 / 150 112ZO SQ. INCHES 112.80 SQ.IN /12 SQ. IN. PER FT.= 14AO APPROX. 14'-5" OF VENT REQUII LINEAR FOOT OF VENT PROVIDED: 44'-2" (USING I" CONT. VENT WITH MINIMUM CLEAR SCREEN VENT = 12 SQ. IN. BErI TOI.UfP,, SOFFIT CALC- FOR COCOPLUM- R UNIT J SOFFIT VENT CALCULATIO 250 SQ. FT. X 144 = 36000.00 SQ. INCHES 36000.00 / 150 = 240.00 SQ.INCHES 240.00 SQ.N /12 SQ. N. PER FT.= 20.00APPROX. 20'- " OF VENT REQUIRED. LINEAR FOOT OF VENT PROVIDED: 24'-4" (USING I" CONT. VENT WITH MINIMUM CLEAR SCREEN VENT = 12 SQ. IN. PER FT.) TOI.UfP, SOFFIT CALC, FOR AZALEA UNIT SOFFIT VENT CALCL�LATION5 289 SQ. FT. X 144 = 41616.00 SQ. INCHES 41616.00 / 150 = 211.44 SQ. INCHES 211A4 SQ.IN /12 SQ. IN. PER FT.= 23.12 APPROX. 23'-I" OF VENT REQUIRED. LINEAR FOOT OF VENT PROVIDED: 32'-1" (USING 1" CONT. VENT WITH MINIMUM CLEAR SCREEN VENT = 12 50. IN. PER FT.) LOUJEfR fROOF SOFFIT CALC- FOR BEACHBERRY I UNIT SOFFIT VENT CALCULATIONe 329 50. FT. X 144 = 413-16.00 SQ. INCHES 41316.00 / 150 = 315.84 SQ. INCHES 315.84 SQ.N /12 SQ. N. PER FT.= 2632 APPROX. 26'-4" OF VENT REQUIRED. LINEAR FOOT OF VENT PROVIDED:41'-2" (USING 1" CONT. VENT WITH MINIMUM CLEAR SCREEN VENT, = 12 SQ. IN. PER FT.) "� Il is I I I I I 0 I .O T- -- - - - - T --r -r -- ----- - - - - -7 -- ---- - - - - - - - -- --- - - - - - - - - - - - - -- - - - -- - - - - - - ------T- -- 7------------------- - r-J- 1 - -------L-----r-, ---- - -- ----- �- ---L- ------ ------ J - -- - ------------- --- ----1 - - - - 7 -, -- ---------- - - - � v �; II III Ii IIi � Ii � L1 N� I I 12 j I -I I ---------1- J i. 1 LI r T '`Y r 1 --J --- -- --------- 12L N A-13 12 4.5 -I 4.5�F- 14.511 1 � 1 I � LNL I - 4 Ii III N 1 AT VALLEY 1 1 AT VALLEY 1 I II 1 A-12 I A __ I A 13 1 I r 1 I II I WA AT 2 I � I 2 1 WALL 1 C I 4 4 I _ I I , AT lUA LL I I I � I 12 I Al2 I A13 I I I , I I I I 1 I � I 1 p� r ------ 1 12 I II A�13 Q14-5 Lu I i I I 1J I II Ill I Q I. I ' AT VALLEY I rT 4 J 1 �Ll ILD r h y 12 -- n --N 14.5 12 I 1 r N 0 4.5� L - r- - hr --- - I'_6" -_r Al 1 I' r - -- �I� - - - - - - -- - W 1 0 12 1 12 0 i 4.5� I AT UUALL J - ---t �- - - -- -- - - --- --- -_J. ---- -- ---- I-- - r i"CA IN OOF SOFFIT CALIC. _ III 1. L__ 1 0 FOR COCOPLUM- R UNIT �45 IL- - ---L i - - p SOFFIT VENT CALCULATIONS 652 SQ. FT. X 144 = 122688.00 SQ. INCHES 122605.00 / 150 = 811.92 SQ. INCHES 811.92 SQ.IN /115 60. IN. = 1.11 APPROX. 8 TOTAL VENTS REQUIRED / 6 = 8'-4" O.C. ( MAX. ) (USING 6X24 VENTS WITH MINIMUM CLEAR SCREEN VENT = 115 SQ. IN.) r�IA IN fROOF SOFFIT CAL C- FOR BEACHBERRY I UNIT SOFFIT VENT CAL CUL T IONS 180 SQ. FT. X 144 = 112320.00 SQ. INCHES 112320.00 / 150 146.80 SQ. INCHES 148.60 SQ.N /121 SQ. IN. PER FT.= 6.19 APPROX. 6'-2" OF VENT REQUIRED. LINEAR FOOT OF VENT PROVIDED: 62'-10" (USING I" CONT. VENT WITH MINIMUM CLEAR SCREEN VENT = 121 SQ. IN. PER FT.) 1 IAIN fROOF SOFFIT CALC. FOR AZALEA UNIT DOFF IT VENT GALGL�LATION,5 164 SQ. FT.,X 144 = 110016.00 SQ. INCHES 110016.00 / ISO = 133A4 SQ. INCHES 133.44 SQ.IN /115 SQ. IN. = 638 APPROX. 1 TOTAL VENTS REQUIRED 31'-11" / 1 = 5'-5" O.C. ( MAX. ) (USING 6X24 VENTS WITH MINIMUM CLEAR SCREEN VENT = 115 SQ. IN.) REVISIONS I BY I I- W00 W 0) N ( 0) (n r I m 00 = I� O N O 0 Ln I; N I� p 0)Qcf)Q 0 1n I W 0 LO _ -J 0 W W .. z O O z I X o- Q O Ld O n U cow O r -- --- - -- - - -1 �I A-13 T LL A-12 I I I I I I I F-'------'----------- ---T 451 --- ----- r I 1 _1 fl'� Tl __ TI _-! -- --- T- r N Ll .I 11 I.I N I II II II �IQ I I III:I II II ,I Ik--_ LL __-lab _- - -L H --+I--- - IIl i) .III-1{L1---I+--- T--I-I- I IIu II I II II' `a II II i II ii ill II II ili ii O.Ha 10 I I 6 O.H. O.N. 2 � M I I U O y fROOF F LAN 1/4 M O a m O 2 z 71 ESE PLANS AND ALL PROPOSED WORK E SUBJECT TO ANY CORRECTIONS SQUIRED BY FIELD INSPECTORS THAT W Ld 0 .. MAYBE NECESSARY IN ORDER TO a ,. MPLY WITH ALL APPLICABLE CODES. I' C-AR-BR SCALE CHECKED BY DRAWN BY DATE 06/10/04 JOB 0316 SHEET A-4 OF SHEETS '/25/2005 RAUL R. S(WOLONGO I REGIST. No AR-7 7 1 2 i= KEYNOTES I. LIGHT TEXTURED STUCCO 2. SPANISH "S" TILE ROOF 3. 2 X 8 FASCIA PAINTED (STRUCTURAL GRADE) 4. SMOOTH FINISH STUCCO MOULDING (SEE PROFILE A) 5. 1" X 6" SMOOTH FINISH STUCCO BAND 6. SMOOTH FINISH STUCCO COVERED STYROFOAM MOULDING (SEE PROFILE B. USE FILLER ONLY WHEN COMBINED WITH PROFILE C OR D) 1. SMOOTH FINISH STUCCO COVERED STYROFOAM MOULDING (SEE PROFILE C) 8. SMOOTH FINISHED STUCCO COVERED STYROFOAM MOULDING (SEE PROFILE D) S. SMOOTH FINISHED STUCCO COVERED STYROFOAM MOULDING (SEE PROFILE E) 10. SMOOTH FINISHED STUCCO COVERED STYROFOAM DECORATIVE MEDALLION (SEE PROFILE H) I I 11. METAL RAILINGT ORE CT A "m O GT T SUBMIT SHOP P I DRAWING T ARCHITECT FOR APPROVAL PRIOR TO FABRICATION - 12. 13. CANVAS AWNING ON METAL FRAME (SEE DTL-J. SHEET A-V 8" 0 DECORATIVE STYROFOAM HALF COLUMN 14. 12" m DECORATIVE STYROFOAM COLUMN IS. RAISED SMOOTH FINISH STUCCO BAND (SEE PROFILE F) u I&. COACH LIGHT EXT. GRADE BOTT a fo'-8" 11. 2" X 6" EXPOSED TRUSS TAILS IS 4" X 8" ( SEE STR. DRWG'S) 1'3. 6" X 6" WOOD BRACKET SOUTHERN YELLOW PINE 20. I" RAISED SMOOTH FINISHED STUCCO QUOINS (SEE DETAIL 2) 21. SMOOTH FINISHED STUCCO COVERED STYROFOAM MOULDING (SEE PROFILE G) 22 1/2 x 4" SMOOTH FINISH STUCCO BAND 23. LINE OF FINISH FLOOR 24. SMOOTH FINISHED STUCCO COVERED STYROFOAM MOULDING PROFILE I DETAIL 3" 25. PRECAST CONC. LINTEL O 26. Na" STUCCO ON FELT BACKED METAL LATH ON IS/32" PLYWO D ON STUDDED END TRUSS OR WOOD FRAME o 16" O.C. SEE STR DWG'S 21. 2"X 8" EXPOSED TRUSS TAILS 3 I/2° � 2 1/2" 3 I/2" FILLER I 3� /2" , 04 i g 11/2" I I 2d I" 1/2" O DETAIL 2,i 0 DETAIL 3O DETAIL 3" 2 26 12 12 4.5 4.5 - TOP OF PLATE.. ELEV=+34'-10" - - TOP OF BEAM ELEV=+31'-10 ------------- 3 12 25 25 10' * I 2 A-12 23 OF BEAM I T WALL C 4 - QLu TOP OF SLAB r=+23'-2' IL— OO� STOP OF T.B OW z �ELEv=+20 -2' 4 --- Q O 2, 0, co ill I ❑ ��L_� 2 `° 22 I ❑ ❑LJ 1 A-7 TOP OF SLAB — — EL- Ev=+IO,_i„ 1 L J -_ _ __' _ _r_ 22 _____ ____________ -- -- �T r i- 6 I 11 FINISH FLOOR C' _ , _ r- ELEV=+O'-O — _ — AZ ffRCNT ELEVAT CN I 0 AT vALLEI REVISIONS BY Z 2 Orb -01-05, GR. 3. O1-22-05 C a N E a s O Ld I ti /0 W W 2 N � 3 m o a F-- L ' 0 no 0 O o w Q 0) z 0 Ln LL1 N O N O `' o W o _ U C ~ LL W J (DDETA 3" 0 Z a O O x n' o STOIII H0dV::� O" z U O Z Q O= O rc O w a I 0 Al2 3 z 07-1 -- -- -- --- - - 24 --------------- - ELEV=+31'-10 - -- - --- - -- - L- -- J r-- ---� I i �r 3 in 6 6 12 1 r 13-------------- 23 — TOP OF SLAB 23 ELEV=+21'-10" TOP OF_T�BE�AM� _ 1 ELEV=+20 -2" V __-_______-_�__ - 17 _ L_-----J IS 9 25 18 22 25 � 25 EL 4) I- 19 II ,I 2 23 8 4 23 A-1 4 22 21 TOP OF SLAB 16 — _ I— ELEV=+10'-I" _ 6 Io 20 o_ 14 M CL �— a. C �. FINISH FLOOR ELEV=+O'-0" a — — — — — —THESE PLANS AND ALL PROPOSED WORK LL ARE SUBJECT TO ANY CORREC ION d �L� A-R4CI-EB �fi�Y - REQUIRED BY FIELD INSPECT STHAT BE NEC DERTO MPLY ALL APPLICABLE CODES. w A2 o 3 UNIT BLDG SCALE " CHECKED BY DRAWN BY DATE 04116/04 JOB 031ro SHEET w OF SHEETS RAUL R S010LONG0 REGIST. No AR-7 7 1 2 12 14.5 T< P OF BEAM I 4. OP OF PLAT iOP OF BEAM EV=+3(ol_511 O LEv=+3G'-5" T P OF BEAM EL =V=+33`-8'% TIOP OF BEAM 24 12 12 r---- N------T---------i r----- - ----- -- - r- ---', L___ _ _ - 2 lj T - o � 12 4.51 2 ------- - ---- r-------- -� - - -- ----- N r - 25 L 2B- O- Eli 1 n 12 �1 m m I III ro // ro e0 2 all 23 4b1 0 11 N T P OF SLAB 2 — — 23 i - - ------------- ----------------- LEv=+21'-10" A-9 ------------------ 4 v TOP OF SLAB m g r---- m-------r-------- -- I ---- 4 --- ELEv=+20 -2" O �N M 25 18 F L T1 c0 — r--------------------- ----- � I I - --- 23 I r T( P OP SLAB — _ i�OP OF SLAB I 4 � ----------------------------- `r r ----� r-_ LEv=+101_III c m ----------� - - - - ELEv=+10 -1 c0 IG — ---,--- ---------------------------- --"� � _ L _ N I N r__________ __ __ 22 \ �_ 25 - - \21 O 1=1t/ m — r I d / z o Ln 15 En El Em EMI E271 E2 T Oiliv 15 ct / \ � FI ISH FLOOR � AIYCI I tl v'i"cY REVISIONS BY N 2 O!-O'1-05 C 0 3 07-22-05 . CR. 0 a 0 m 4 2 W d Z W I- C 3 0 a c+ z i a r m Ld00rc W i (. r.G) o s T 0 N 0) O > z Lo I p o N Q L0U C)1, w O W 1 (n I Z m O LIJ12 — T LL 14.5 z I J OT TOP OF 5EAM o X ELEV=+34'-10" Q Z Q cy n - O TOP OF BEAM CD W F- < --- ELEv=+31'-10" o J J. 24 100 0 S10dIIH3dvmom i wo 'fi Of v Z o 0_ m "� II'11i1!Illlili�ll�ll I'I�I'I�II E��� , • TOP OF SLAB O -- - ELEv=+21'-10" - - 4 4 v C3 r-----------r--- - -----� J J IL m' 23 N r--- -- --- - - - - ----- _ J i 71 0 �o N I I TOP OF SLAB ELEv=+10'-1" `\ 4 ' g r FINISH FLOOR 0 m I i V U 3 o I U Y m M O a m m 0 z a N U THESE PLANS AND ALL PROPOSED FORK o ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO Z COMPLY WITH ALL APPLICABLE CODES. U a .. 9. kA � 3 UNIT BLDG SCALE CHECKED BY DRAWN BY i DATE 04116104 JOB 031(o i SHEET OF SHEETS w 0 RAUL R. SOTOLONGO REGIST. No AR-7 7 1 2 KEY NOTES 1. SPANISH "S" TILE ROOF 2- PREFAB- WOOD TRUSSES o 24" O.0 3. CONCRETE SLAB (SEE STRUCTURAL DRAWINGS) 4: METAL SEAT E STRAP AT EACH TRUSS 5. GALVANIZED METAL DRIP fo. 2X5 STRUCTURAL GRADE FASCIA (PAINTED) 1. INSULATION (SEE ENERGY CALCULATIONS) 8- CONCRETE FOOTING (SEE STRUCTURAL DRAWINGS) 9. S" CM.0 WALL 10. LIGHT TEXTURE STUCCO 11. STYROFOAM MOULDING 12. METAL RAILING WITH PICKETS TO REJECT A 4" m OBJECT k 3 1 �� l TOP OF AM rp ! S 10 1 1 I H�) d d a z ELEV=+ I'-10 J W CD a y PARLOR I ERR GE FINISH FLOOR w N a - - - - - - - - - - - - - - - - - - - - v _..,...max,, - - - - - -'- - - - - - - - - - - - - - � � :- - - - - - - - - -- --- ------ - --- ---- --- - - ,.. --I-- III-III_lll-Ill- _-__ __-_ ___ II_III II III ,... III III __-__ II III III III ITI III III I I I , -__ - 5 �,..� ______ I I III III III III III .III III I ____-_ II III lil III II II _ �__ ., II II III II II III I ____ _ _ _ - _ I I I I III III III III I - _ _ _ _ _ � _ _ - _ _ _ _ _ _ _ - _ _ _ � I III III I I I II_.._.._,� I II III I II _ � ________ __-_ - _II_II_II-III-III-II_ - _ � _ _ - _ _ I III I II III III III. I I I I _ III III III III III III III III III III III III III III III II _ � _ _ILI III III III III III _ - _ _ - _ _ -11 III III III III III II II III III II III III II - _ I _ - _ -L_ III III III III III III III III _--.__�-__ N III�II III II I. _ - - _ - - - _ _ I I III-----------------I--II ITI-III-III III -III III II II W __-_-_-- III III ITI III III II III ITI III _ _ _ - II III III III II II II -__-_ -i III III III I--1___________________, -- - - - --------- II II III III III II III IILIII III ITI II II li II III III III � III III ITI III 111 III III I I __-- __-_-___ _----- III _ _ _ _ - - _ _ _ _ L _ - _ _ - _ � x ------------------------------ _ __---------_ __I-I_III-11f-111-III- ____-_-__I-1 II III III III III III III III III III T III III III III II II-_J_____�__III III ILI III III III III III III III II II I -__ __--_-___-__ II III III III III LII III III111I11 III III III III III III III III III III III I III III III III III III II ------- ---- --------------III-II_I o - - _ _ - _ _ I I III III III. III III III III .III I -________I I II III III III III III III ILI III III III III III III I _ w m IJI_III-III_III_III-III_III III IIITII III III III III III III III III II - _ _ _ _ _ _ _„ _ _ � ---=--II- nl---- -- _ - - ---- nl—=_==1=I=11=ITI=III- � -II_III_III_IIL I_III_III_III II-11_III-111 IIl-LII-III III-III-I—LII-11I_ III III ILI II _ = - - - •- _ -i i ill— w W - I -III- u, ITL-III=III III-111_ir-1 I I=1 1-111-III-III J I I-111_I I I-111_I I I-III- w _ rn 5 ' T ION UNIT Cc o Y 0 THESE NS AND ALL PROPOSED WORK m ARE JECT TO ANY CORRECTIONS REM D BY FIELD INSPECTORS THAT BY MA E IN ORDER TO uj 0 COMPWITH ALL APPLICABLE CODES. a Y CocopLum SCALE 1/4'1 111: I1-0 11 CHECKED BY DRAWN BY DATE 0411(oIC4 JOB 0316 aOF 11 SHEETS M in w s WIND LOADSEXTERIOR ZONE IS WITHIN 4'-8" OF BUILDING CORNER INTERIOR ZONE EXTERIOR ZONE DOORS -52.7 +50.53 -63..4 +47.1 SLIDINGGLASS DOORS -52.7 +50.53 -63..4 +47.1 WINDOWS & SIDELITES -54.9 +50.5 -67.3 +50.5 GARAGE DOORS -50.1 +44.9 COLUMN SCHEDULE (f'c=3000psi f'm=1000psi Fy=60 KSI) LEGEND SIZE VERT. STEEL REMARKS 8"xB" 1 #5 FILLED CELL 12'x12" 2 #5 VERTICAL FILLED CELL ❑ 3 1/2"x3 1/2" x 5/16" STEEL TUBE COLUMN ALL BEAMS OVER OPENINGS (LINTELS AND CBX's) ARE ABOVE THE OPENINGS SHOWN ON THIS PLAN BEAM SCHEDULE * (f'c=3000psi f'm=1900psi Fy=130 KSI) MK SIZE BOTT. STEEL MID STEEL TOP STEEL REMARKS CB-1 NOT USED -- - -- CB-2 12" X 21" 2 #5 2 #5 2 5 -- CB-3 12" X 37' 2 #5 4 #5 (2 ROWS 2 #5 2 ROWS OF 2 #5 MIDDLE CB-4 NOT USED -- -- -- -- CB-5 NOT USED -- -- -- CB-6 12" X 17" 2 #5 2 #5 2 #5 -- CB-7 12" X 15" 2 #5 - 1 #5 -- CB-8 NOT USED -- -- -- -- CB-9 8" X 32" 2 #6 2 #5 2 #6 #3 STIRRUPPS @ 12' O.C. - CB 10 8" X 47 " 4 #6 (2 ROWS) " / 1 1 2BETWEEN ROWS 4 #5 (2 ROWS 2 #6 2 ROWS OF 2 #5 MIDDLE, #3 STIRRUPPS ®8" PARTIALLY UPTURNS) O.C. BEAM L-2 8"x8" 1 #5 - - POURED SOLID W/ BOND BEM ABOVE (16" MIN) BB-1 8"x8,, 1 1 #5 ICONT. BOND BEAM NOTE: Minimum bearing of lintel shall be 4" each side for spans less than 10 L.F. & 8" bearing for spans greater than 10 L.F. Mortar shall be ype M or S USE BB-1 AT ALL ROOF TRUSS BEARING LOCATIONS THE DESIGN OF HE UNIT MASONRY IS IN ACCORDANCE WITH: ACI-530-95 / ASCE 5-95 B #415 MMFX STEEL g 1211 O.C. EACH WAY MID DEPTH OF BALCONY SLAB. SET STEEL ON PLASTIC CHAIRS(NOT PLASTIC TIPPED CHAIRS) USE CONCRETE W/ A WATER CEMENT RATIO OF 0.40 MAX FOR BALCONIES, EXTEND STEEL T-O" INTO IN51DE SLAB. DROP BOTTOM OF PATIO SLABS 3". ,I Iml_ 11 IL' 1_1111 ', Qi 0�� '4 30�_�1� j 1m'-511 1 _0ii g'-511 3'-3 1/2" L V-411 3'-3 1/211 1111L 1/211 91_3ii rj _8n g -411 3'-3 1/211 gl_ ii I'-0' I Ii ABOVE B ABOVE B ABOVE I B 1' $n Z" ~O fO 7)05's5m411O.C. U I "5's m 12 *5's 12" O. . TOP YP' AROUND PERIMETER) ep �a e m � O � and Ll l i OS Is ® 1211 O.C. BOTT m U L� �p 05's 1211 O.C. TOP ^-4 e WOOD FRAME WALL SI' O 02 SYP 2X4's — (2) +5's B e O L, (4) S's B 411 O.C. 41_m oV (2) 5's B _ "5'a®12 FORMING CONTRACTOR TO CAMBER SLAB 1/211 TO AREA SHOWN — *5's A O . 50TT — *419 a 1611 O.C. (TYP AROUND PERIMETER) 1 31_E71 31 211 2�_6ll 31_211 2 _611 31_211 3,_5 21'-411 2ND FLOOR PLAN 0. ,t = r-J, 05's TOP 7 +5 TOP 4 *5'1 TOP - o (5) 45's B ®411 O.G. (1) *5's E 4 G C. s g 12" O. . TOP Q1 TOP V I p m "5 s g 12 O.C. TOP . �t — Tp "5 ' 12 " O. G. I TOP *5's 1211 O.C.50TT v @p mu crr I O *5's a 12" O.C. 50TT — U w O _ (2) "5"s B WOOD FRAME WALL e 41_0ll *2 SYP 2X4's !I m _ I I6" O.G. (2) *5's B r-, r *4's g 16 " O.G. _6 *5'e 12" O.C. TOP l (m I'_ I � IL I • v v � I O e O _ — (4) 05's B g 4" O.C. TOP Fs v Imo" O.C. I m (TYP AROUN FOOD FRAME WALL *2 SYP 2X4's - c 1611 O.C. W/ 1/211 PLYWOOD FROM I'ST PERIMETER) TO VRD FLOOR ON REAR WALL — "LED W/8d NAILS ® 6" O.G. EDGES (2) '5's B 12" O.C. FIELD -A 4'-0" FORMING CONTRACTOR- - — — — — — — TO CAMBER SLAB 1/211 `- I - (3) s *5's 5' O.G. BOTT TO AREA 5HOWN olaC� ' 3 ,12" `r I m *5's m 12" O.C. TOP AI A (3) *5's B ' • 860 0/FT '„ 2'-4" In N g1_011 11_4 4'-41/2r1 2'_3" 4'-4 1/2" II'-811 II.-0" 15'-411 AZALEA - STEEL IN THE INSLAB BEAMS (OVER STEEL COLUMNS�I-IALL - SEE P�"" BE BOTTOM AND TOP MOST LAYERS. "5's PLACED ACROOS ° sLOPe r' THE UNITS SHALL BE 3/4" CLEAR FROM TOP AND BOTTOM OF D ° • <_ e . SLAB EXCEPT AT INSLAB BEAMS. 04's 6 12" O.G. TEMP STEELgill,. �_. (NOT SHOWN) TO BE PLACED ON TOP OF 05's BOTTOM OR c UNDER 05's TOP. I OVER ALL OPENINGS USE S" X S" PRE CAST CONCRETE LINTELS 4 S" BLOCK TO THE UNDERSIDE OF THE SLAB ABOVE W/ 1 05 POURED SOLID J1 SLAB ABOVE. LINTELS ARE NON-STRUCTURAL, THEY ARE FORMS FOR THE SECTION A CONCRETE SEAMS THAT INCLUDETHE SLAB ABOVE. ,,LE,s• AT ALL INTERSECTINCx BL CK WALLS INTERWEAVE CONCRETE 5LOC< OR BREAK OUT A 5" x 5" HOLE BETWEEN WALLS a 24" O.C. 511 CA T IN PLACE CONCRETE SLAB VERTICALLY TO ALLOW CONCRETE TO FILL 3000 psi CONCRETE BOTIH CELLS I U E: L2 410 */FT ( 1 L.2 1 ii II -1'-6 1/211 ro -3 '1 -6 1/2 21'_411 51_011 SCALE: 1/4"=T-0 THESE PLANS AND ALL PROPOSED WOI ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. REVI 101N n co rn z Z � i. W O 2 O = O 04 C) (0 !1 m Q E I � O O 0 m W Qi m IL Revisions : eit n ;/21/05 AOWNER COP IM'TS r0/1,a/m5 I� GENERAL REV. Drawn By: sQ Date : 5/13/05 Scale : AS NOTED Sheet Number !il of 5 Sheets "5 s g 12 O.C. TOP . �t — Tp "5 ' 12 " O. G. I TOP *5's 1211 O.C.50TT v @p mu crr I O *5's a 12" O.C. 50TT — U w O _ (2) "5"s B WOOD FRAME WALL e 41_0ll *2 SYP 2X4's !I m _ I I6" O.G. (2) *5's B r-, r *4's g 16 " O.G. _6 *5'e 12" O.C. TOP l (m I'_ I � IL I • v v � I O e O _ — (4) 05's B g 4" O.C. TOP Fs v Imo" O.C. I m (TYP AROUN FOOD FRAME WALL *2 SYP 2X4's - c 1611 O.C. W/ 1/211 PLYWOOD FROM I'ST PERIMETER) TO VRD FLOOR ON REAR WALL — "LED W/8d NAILS ® 6" O.G. EDGES (2) '5's B 12" O.C. FIELD -A 4'-0" FORMING CONTRACTOR- - — — — — — — TO CAMBER SLAB 1/211 `- I - (3) s *5's 5' O.G. BOTT TO AREA 5HOWN olaC� ' 3 ,12" `r I m *5's m 12" O.C. TOP AI A (3) *5's B ' • 860 0/FT '„ 2'-4" In N g1_011 11_4 4'-41/2r1 2'_3" 4'-4 1/2" II'-811 II.-0" 15'-411 AZALEA - STEEL IN THE INSLAB BEAMS (OVER STEEL COLUMNS�I-IALL - SEE P�"" BE BOTTOM AND TOP MOST LAYERS. "5's PLACED ACROOS ° sLOPe r' THE UNITS SHALL BE 3/4" CLEAR FROM TOP AND BOTTOM OF D ° • <_ e . SLAB EXCEPT AT INSLAB BEAMS. 04's 6 12" O.G. TEMP STEELgill,. �_. (NOT SHOWN) TO BE PLACED ON TOP OF 05's BOTTOM OR c UNDER 05's TOP. I OVER ALL OPENINGS USE S" X S" PRE CAST CONCRETE LINTELS 4 S" BLOCK TO THE UNDERSIDE OF THE SLAB ABOVE W/ 1 05 POURED SOLID J1 SLAB ABOVE. LINTELS ARE NON-STRUCTURAL, THEY ARE FORMS FOR THE SECTION A CONCRETE SEAMS THAT INCLUDETHE SLAB ABOVE. ,,LE,s• AT ALL INTERSECTINCx BL CK WALLS INTERWEAVE CONCRETE 5LOC< OR BREAK OUT A 5" x 5" HOLE BETWEEN WALLS a 24" O.C. 511 CA T IN PLACE CONCRETE SLAB VERTICALLY TO ALLOW CONCRETE TO FILL 3000 psi CONCRETE BOTIH CELLS I U E: L2 410 */FT ( 1 L.2 1 ii II -1'-6 1/211 ro -3 '1 -6 1/2 21'_411 51_011 SCALE: 1/4"=T-0 THESE PLANS AND ALL PROPOSED WOI ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. REVI 101N n co rn z Z � i. W O 2 O = O 04 C) (0 !1 m Q E I � O O 0 m W Qi m IL Revisions : eit n ;/21/05 AOWNER COP IM'TS r0/1,a/m5 I� GENERAL REV. Drawn By: sQ Date : 5/13/05 Scale : AS NOTED Sheet Number !il of 5 Sheets 2'-4" In N g1_011 11_4 4'-41/2r1 2'_3" 4'-4 1/2" II'-811 II.-0" 15'-411 AZALEA - STEEL IN THE INSLAB BEAMS (OVER STEEL COLUMNS�I-IALL - SEE P�"" BE BOTTOM AND TOP MOST LAYERS. "5's PLACED ACROOS ° sLOPe r' THE UNITS SHALL BE 3/4" CLEAR FROM TOP AND BOTTOM OF D ° • <_ e . SLAB EXCEPT AT INSLAB BEAMS. 04's 6 12" O.G. TEMP STEELgill,. �_. (NOT SHOWN) TO BE PLACED ON TOP OF 05's BOTTOM OR c UNDER 05's TOP. I OVER ALL OPENINGS USE S" X S" PRE CAST CONCRETE LINTELS 4 S" BLOCK TO THE UNDERSIDE OF THE SLAB ABOVE W/ 1 05 POURED SOLID J1 SLAB ABOVE. LINTELS ARE NON-STRUCTURAL, THEY ARE FORMS FOR THE SECTION A CONCRETE SEAMS THAT INCLUDETHE SLAB ABOVE. ,,LE,s• AT ALL INTERSECTINCx BL CK WALLS INTERWEAVE CONCRETE 5LOC< OR BREAK OUT A 5" x 5" HOLE BETWEEN WALLS a 24" O.C. 511 CA T IN PLACE CONCRETE SLAB VERTICALLY TO ALLOW CONCRETE TO FILL 3000 psi CONCRETE BOTIH CELLS I U E: L2 410 */FT ( 1 L.2 1 ii II -1'-6 1/211 ro -3 '1 -6 1/2 21'_411 51_011 SCALE: 1/4"=T-0 THESE PLANS AND ALL PROPOSED WOI ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. REVI 101N n co rn z Z � i. W O 2 O = O 04 C) (0 !1 m Q E I � O O 0 m W Qi m IL Revisions : eit n ;/21/05 AOWNER COP IM'TS r0/1,a/m5 I� GENERAL REV. Drawn By: sQ Date : 5/13/05 Scale : AS NOTED Sheet Number !il of 5 Sheets I U E: L2 410 */FT ( 1 L.2 1 ii II -1'-6 1/211 ro -3 '1 -6 1/2 21'_411 51_011 SCALE: 1/4"=T-0 THESE PLANS AND ALL PROPOSED WOI ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. REVI 101N n co rn z Z � i. W O 2 O = O 04 C) (0 !1 m Q E I � O O 0 m W Qi m IL Revisions : eit n ;/21/05 AOWNER COP IM'TS r0/1,a/m5 I� GENERAL REV. Drawn By: sQ Date : 5/13/05 Scale : AS NOTED Sheet Number !il of 5 Sheets Scale : AS NOTED Sheet Number !il of 5 Sheets AIR CONDITIONING A/C AIR HANDLING UNIT A.H.U. ALTERNATE ALT. ALUMINUM AL. ANCHOR BOLT A.B. ANGLE < AVERAGE AVG. ABOVE FINISH FLOOR A.F.F. BEAM BM. BLOCKING BLKG. BOARD BD. / BIRD. BOTTOM BOT. BUILDING BLDG. CABINET CAB. CEILING CLG. CEILING JOISTS .CLG. JST. CEMENT CEM. CENTER LINE CERAMIC TILE CER. T. CHAMFER CRAM. CHANNEL [OR I CLEAR CLR. COLUMN COL. COMPOSITION COMPO. CONCRETE BLOCK CONC. BILK. CONSTRUCTION GRADE CONST. GR. CONTINUOUS CONT. COLD WATER C.W. CULTURED MARBLE CULT. MAR. 0 C�EA N Bzo4 Y I THESE PLAN AND ALL PROPOSED WORK ARE SUBJE T TO ANY CORRECTIONS REQUIRED Y FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. OCCUPANCY TYPE OF CONSTRUCTION R-3 III, UNPROTECTED SPRPOMERED DESIGN PARAMETERS (F.B.C. 2001 ED. CHAPTER 16, PARAGRAPH 1606.2) BASIC LUIND SPEED: 140 M.P.H., IMPORTANCE FACTOR FROM TABLE 1606: 1 HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT FROM TABLE 1606.2D: 1.49 DESIGNED AS: ENCLOSED INTERNAL PRESSURE COEFFICIENT: .IS WIND EXPOSURE: HIGH COMPONENT AND CLADDING DESIGN WIND LOADS FROM TABLE 1606.215 ROOF O.H. COMPONENT AND CLADDING DESIGN WIND PRESSURES FROM Ts 15LE 16062C MAIN WIND FORCE RE615TING SYSTEM DESIGN WIND LOADS FROM TABLE 16062A SYMBOLS: DETAIL DTL. GALVANIZED GALV. PAIR PR. TEMPERED GLASS TEMP. GL. DIAMETER DIA. GRADE GRID. PENNY d TIE BEAM T.B. BUILDING SECTIONS DISHWASHER D.W. GYPSUM BOARD GYP.BO. PLATE PL. TOP OF CURB T.C. SECTION LETTERS DOUBLE DBL. PLYWOOD PLY.WD. TREAD T. DOUBLE PLATE DBL. PL. HEADER HDR. PROPERTY LINE P. TYPICAL TYP. SHEET NUMBER (WHERE SECTION IS DRAWN) DOOR DR. HEIGHT HT. / HGT. POUNDS PER SQUARE INCH P.S.I. TONGUE AND GROOVE T&G DOWN DN. - HOSE BIBB H.B. PRESSURE TREATED P.T. TOP OF PLATE T.O.P. DOWNSPOUT D.S. HOLLOW CORE H.C. TOP OF BEAM T.O.B. DETAIL DRAWER DWR. RADIUS RAID. DETAIL NUMBER INFORMATION INFO. RAFTER RAF. UNLESS NOTED OTHE WISE U.N.O. EACH EA. INSULATION INSUL. REQUIRED REQD ELEVATION ELEV./EL. INTERIOR INT. REVISION REV. VENT THRU ROOF V.T,R. SHEET NUMBER EQUAL EQ. REFRIGERATOR REF. VENT TO OUTSIDE AIF V.T.O.S.A. EXHAUST EXH. LAMINATED PLASTIC LAM. PLAS. RISER R. VERTICAL VERT. EXPANSION JOINT EXP. T. LOUVER LOUV. ROOF DRAIN R.D. VINYL COMPOSITION MILE V.C.T. EXTERIOR EXT. LUMINOUS LUM. ROOM RM. INTERIOR ELEVATION(S) (UNFOLD) ETCETERA ETC. LAVATORY LAV. ROUGH SAWN RO/S WARDROBE WARD. ARROWS INDICATE ELEVATIONS ROUGH OPENING R.O. WATER CLOSET W.C. FACE OF MASONRY F.O.W. MACHINE BOLT M.B. WATERPROOFING W.P. FACE OF STUD F.O.S. MANUFACTURER MFGR. SELECT STRUCTURAL SELECT STRUCT. WELDED WIRE MESH W.W.M. SHEET NUMBER FINISH FIN. MATERIAL MATL. SOLID CORE S.C. WINDOW WIND. FINISH FLOOR F.F. MAXIMUM MAX. SHELF AND POLE S & P WITH W/ FINISH GRADE F.G. MEDICINE CABINET M.C. SIMILAR SIM. WITHOUT W/0 DOOR TYPE FLASHING FLSH'G METAL MTL SLIDING GLASS DOOR SL GL. DR. WOOD WD. DOOR MARK (NUMBER) FLOOR FLR. MINIMUM MIN. SLOPING CEILING SLR CLG. WROUGHT IRON W.I. FLOOR DRAIN F.D. SPLASH SPL WALK IN CLOSET W.I.C. FLOOR .JOISTS FLR. JST. NOT IN CONTRACT - N.I.C. SHEATHING '. SHTG.: FLUORESCENT FLUOR. NOT TO SCALE N.T.S. SYNTHETIC MARBLE SYN. MARBLE FOOTING FIG. WINDOW TYPE OBSCURE OBS WINDOW MARK (LETTER) OPPOSITE OPP. ON CENTER O.C. OVERHEAD O.H. INDEX OF DRAWINGS: TITLE COVER SHEET ARCHITiCTURE: A-1 FIRST FLOOR PLAN A-2 SECO D FLOOR PLAN A-3 THIRD FLOOR PLAN A-4 ROOF PLAN A-5 SCHEDULES AND NOTES A-6 FRONT ELEVATION A-1 REAR ELEVATION A-8 SIDE ELEVATIONS A-9 AZALEA SECTION A-10 BEA HBERRY SECTION A -II COCC PLUM SECTION A-12 TYPICAL DETAILS, NOTES A-13 WALL SECTIONS AND DETAILS A-14 AZALEA STAIR DETAILS 4 NOTES A-15 BEA HBERRY STAIR DETAILS 4 NOTES A-16 COG PLUM STAIR DETAILS 4 NOTES AO-1 FLOOR PLAN OPTIONS AO-1.IIFLOOR PLAN OPTIONS AO-12 FLOOR PLAN OPTIONS AO-2 ELEVATIONS OPTIONS FR-1 FIRE RATING DETAILS STRUCTU RAL:' 9-1 FOUNDATION PLAN 6-2 SECON FLOOR FRAMING PLAN 8-3 THIRD FLOOR FRAMING PLAN 4 PARTIAL ROOF FRAMING PLAN 5-4 ROOF FRAMING PLAN 5-5 GENERAL NOTES FOOTING 4 COLUMN SCHEDULE: 8-6 TYPI AL DETAILS 4 BEAM SCHEDULE 8-1 TYPIC AL DETAILS S-S PETALS 5-9 DETA LS 5-10 DETAILS 5-11 STAIR 5 DETAILS SO -I STRU TURAL FLOOR PLAN OPTIONS 50-1.1STRU TURAL FLOOR PLAN OPTIONS ELECTRICAL: E-1 FIRST LOOR ELECTRICAL PLANS E-2 SECO D FLOOR ELECTRICAL PLANS E-3 THIRD FLOOR ELECTRICAL PLANS E-4 ELEG RICAL PANELS, NOTES AND DETAILS EO-1 ELEC RICAL FLOOR PLAN OPTIONS EO-1.1 ELEG RICAL FLOOR PLAN OPTIONS EO-12', ELECTRICAL FLOOR PLAN OPTIONS r IECHAN GAL: M-1 FIRST LOOR MECHANICAL PLANS M-2 SECOND THIRD FLOOR MECHANICAL PLANS M-3 THIRC FLOOR MECHANICAL PLANS MO-1 MECHANICAL FLOOR PLAN OPTIONS MO-1.1'MECHANICAL FLOOR PLAN OPTIONS MO-1-2 MEC:14ANICAL FLOOR PLAN OPTIONS PLUMBING: P-1 FIRST TLOOR PLUMBING PLANS P-2 5ECO D FLOOR PLUMBING PLANS 10-3 THIRD FLOOR PLUMBING PLANS EkKEYNOTE P-4 BEAC14BERRY, AZALEA, AND COCOPLUM SANITARY RISERS DRAWING NOTE (NUN BER) P-5 5EAC145ERRY, AZALEA, AND COCOPLUM WATER RISERS PO-1 PLUM ING FLOOR PLAN OPTIONS PO-12 PLU KING FLOOR PLAN OPTIONS STEP DOWN MP -I SCHEDULES, DETAILS AND NOTES' CHANGE IN FLOOR F EIGHT FIRE,, PR TECTION CONTROL OR DATUM POINT DESCRIPTION OF POINT FP -I ErEAC BERRY I 4 II FIRST FLOOR (FIN.FLR.; TOP OF PLATE, TOP OF T.B.) FP-2 BEA HBERRY I 4 II SECOND AND THIRD FLOOR FP-3 AZAL A ELEVATION OR POINTFP-4 COG PLUM REVISION REFERENCE �— NUMBER OF REVIS1014 CORRESP. TO DESIGN SECTION OF TITLE BLOCK WALL SECTIONS SECTION NUMBERS SHEET NUMBER (WH RE SECTION IS DRAWN) ST. LUCIE COUNTY BUILDING DIVISION MVIEWED REVIEVOMPTIONWLA DATENO I DE W 00 LLI 0) 0) 1� z 1 - 0) 't _ to N ❑ 0)1Q O rpq Io III 0 N N 10) O z 0 Lo W (n — (n LyLI Cr- n Z 3 O �� Lo W = J 0� U N W I'll J z 0� z 0 ',� 0 o Z T X Q H 0 � LLI 0 _z 4 J 'o (0 LLI 0 3 a a S13111H32JV z < Oo ❑ W Z a � OW m J 0 O w x O" 6 N o z I z� u K {CA ll� f -t M LLI nrN 1-u ® . U .g w CARBR BlLDG-Z4A7,llA1s .W21,23,2 V x CHECKED BY a DRAWN BY DATE 04/19/04 ❑ z WOB 0316 S�HEET 0 N x OF SHEETS W J X /14/2005 m z z c� RAUL IL SOTOLONGO ❑ REGIST. N° AR-7 7 1 2 W I� � REVISIONS BY 1 z U 2 06-01-05 Z KEYNOTES C 1. DOUBLE SINK 5" DEEP STAINLE55 STEEL WITH GARBAGE DISPOSAL (UNDERMOUNT) 2. DISHWASHER 26' _ O" 23' _ 4" 3. RANGE WITH COOKTOP 4. MICROWAVE W/ RECIRCULATING HOOD 10'-5" 15 -II" 5. COOKTOP 9 -5" 4 -10" 6'-3" 4'-10" 1'-9 4'-6 I'_9" 4'-T' 6'-3.. ro.: DOUBLE OVEN 1. 20" DEEP PANTRY SHELVING (5) 6. 42" HIGH MIRROR p C.U. 3 G.U.0 2 e. LINEN WITH 5 SHELVES 3'-C 1'-O p 3'-O" 1' O'v_ 10. SHOWER ENCLOSURE TO BE SAFETY GLAZED GLASS CAT. II. 11. SHOWER CONTROLS EGRESS 21 EGRES 27 12. SHOWER HEAD O 2q 24 O 13. 30" MIN. KNEE SPACE O O 14: 12XI8 OPTIONAL WHIRLPOOL ACCESS PANEL -- -= -- _ _- - 15. WASHER 0 GOV. TERRA )= - -- 16. DRYER 1 tSa-- -- 5'_2 - - - 1 8" 14'--1 ip g OV. F"14 a 14'-0" 11. LAUNDRY SINK 8. ALUMINUM THRESHOLD 0 24 49 IS. MARBLE THRESHOLD 20. VENTILATED SHELVING m u� _�. �� _ O IE ire 777 C.rn 18 \ , 21. DROP CLG AT V-2"A.F.F. 22. 42" HIGH ALUM. RAILING WITH PICKETS TO REJECT m 4" ro Tv - GUEST SUITE 43 _. EGRESS GUEST SUITE OBJECT. SEE ELEV. t GLG. (+9'-5"J CLG. (+9'-5") 23. CANVAS AWNING ABOVE - = p S I ro 24. LINE OF GONG. BEAM ABOVE (SEE STR .DRAWINGS) r 43 = 25. MECHANICAL/PLUMBiNG CHASE N O 4 r n m 26. AIR HANDLER UNIT g 21. CONDENSING UNIT-6" 25. ALUM. HANDRAIL * 2'-10" INSTALL AS PER MANUF. "se �p RECOMMENDATIONS. PARLOR 25. 42" LOW WALL GLG. (+9'-5'7 16 -1 1/2' p 5'-4 I/2-ro"(A II FLATHEADER DTTIG - -12 " 310 20 XAACCESS PANEL (LOCKING TYPE) O r 8'-O 1/2" 2" Il'-O" 4" 3' 2" �'-6" 2" (NO STORAGE PERMITTED IN ATTIC) 32. ELECTRICAL METER 33. ELECTRICAL PANEL 34. DOWNSPOUT AND SPLASHBLOCK - Q 38 P-2 20 +m;- 35. SI•. ELEV. HOISTWAY CONTRACTOR TO COORDINATE YE m 6" 5 -O" ' 4, ;, T MANUFACTURER 5U MIT SHOP DRAWING WITH SELECTED RER B O�"" , I cv „..r �'��%r' ��`�-- -' -2 (� TO ARCHITECT FOR APPROVAL 32; 53 ,. + w 36. DECORATIVE COLUMN I _ - -- 31. 42"HIGH PARTITION, SLOPED TO MATCH STAIR P R C EL -, 38. STEEL COLUMN. SEE STRUCTURAL DRAWINGS -•I 2 �4 4 I/2 4 -= 3 8 �'-' IL 39. DRYWALL NICHE w Q o 40. WATER HEATER _ •' ,,, ,.,:,,,... 41: 18" HIGH TILED SHOWER SEAT 42. 12 PEEP BASE CABINET BELOW ISLAND i � � I ; �, �4 = Q TANDEM C-r;ARACsE 43. DOUBLE FURRING I - 44. REFRIGERATOR _. ..�.. _ ; ... .: :; i mmse 4 Z O N a w a - o a ILI 0 o 3 u O W 03 m EGRESS L 0) F O �!�!1N�,I� o V V / 00 1 0i q l a, Z N 8 - 1 1`0 M ID8-2 COV. tERR CE _ o `n 0 0 - O N o 43 24 ^ W y O GUEST SUITE iro cz W Q� m fi CLG.C+9'_5a J v 00 W A-13 4 S_1 " 'L z J A-12 0 0 0 14 4 4 10 -2 8 z I:x o- W M PARLOR O �` W O 5'-41/2" 16 11/2"C +9'-5") W U O a v O P-2 v I-2 a r N �'ii�i%*` "Ei v , S13111HOdV:: 5 -O _ o z �4112 N1/ �'„ aC 3 -S 4 � �5 1l2 4• /i/'i rxii , -� a ,�;' j'_ �, ' EL V- 48 -- ., ....... _1 _ 3 Vh11 J - FGI"IV YG Glll.G�� .�HIVV NIVV r-FVtrGGV WYIn nG TILE INSTALLATION C) O C O L= U'M AZALEEA-fR THESE PLANS AND ALL PROPOSED WORK FIRST L00 FLAN COCOPL IM AREA SUMMAR`1' A/C FIRST PLC 590 S.F. A/G SECOND LOOR 1,021 S.F. A/G THIRD FL OR ', 968- S.F. TOTAL A/G EA 2,579 S.F. GOV. ENTRY 30 S.F. 2 CAR GARA6 E 434 S.F. GOV. PATIO = -14 S.F. GOV. 5ALCOtN 2nd FLOOR 14 S.F. GOV. 5ALCOW 3rd FLOOR 14 S.F. TOTAL AREA 3,265. S.F. ARE SUBJECT TO ANY CORRECTIONS / , , 1/4 REQUIRED BY FIELD INSPECTOR THAT Y 3 MAYBE NECESSARY IN ORDER TO M COMPLY WITH ALL APPLICABLE C DES. AZALEA AREA 51JMMAIR"1 BEACHEIERRY/ 5EACH5ERRY TT ,AREA 5UMM4RY m A/C FIRST FLOOR 481 S-F. A/C FIRST FLOOR 590 S.F. z a A/C; SECOND FLOOR 900 S.F. A/C SECOND FLOOR 1,030 S.F. A/G THIRD FLOOR 190 S.F. A/C THIRD FLOOR -107 S.F. 0- TOTAL A/C AREA 2,1-t1 S.F. TOTAL A/C AREA 2,321 S-F. W_ J GOV. ENTRY 39 S.F. IL U w a a s a 4 E W J W R W 0 K Z GOV. ENTRY 53 S.F. 2 CAR CzARACzE 434 S.F. w TANDEM GARAGE 451 S.F. GOV. TERRACE '14 S.F. GOV. PATIO 42 S.F. GOV. BALCONY 2nd FLOOR 14 S.F. 2nd FLOOR BALCONIES 88 S.F. GOV. BALCONY 3rd FLOOR -14 S.F. GOV. BALCONY 3ro1 FLOOR 42 S.F. TOTAL AREA 3,022 S.F- TOTAL AREA 2,853 S.F. C-AR-BR SCALE CHECKED BY DRAWN BY DATE 106110104 JOB 0316 SHEET OF SHEETS 6/ 4/2005 RAUL R SOTOLONGO REGIST. No AR-7 7 1 2 231-4 26 _pi OI 9-511 3'-3 1/2" 9'-4" 3'-31/2" 11 6'-2'I Il" 3'-01/2" g;311 51 8 91_4 3' 31/2' IQ Q-� 22 22 Q-�2 BALCONI' O 0 O - 24 BALCONY o N 1 N 0 — 24 1 � OY. B -- - -- �- -- -- — 8 I _O 24 8 2 4g �, Sll 14 -l" 49 8" 14 -O Cs �, 0 w N 8 14 l 8" 8-2 1' O' 61 O 22 = r m v m ^v O O O 49 22 1 — W _ L IV INCH ROOM — �r IVING ROOM QL _ t s2 N ❑ll 22'-6 8 ._._ 251_0 BRI=AKFAS'� r m cL�.c+1o'_0ll)� `� DINING ROOM - DINING ROOM LIVING ROOM m GLCs. l+10'_OII) GLG. (+10'_0") 0 16'-1 1/2" L 8'1-4 1/2" l = = 8'-4 1/2" n 8 16-2,1/2" 4'-1 1/2" 3'-6" 2' 2' 14'_4" 81_0.' 2" 4'-I I/2" 6'-2 1/2" 8 N z \/ 42 38 39 14 _81 a,-oil39 36 Q-�3 ry 52 42 38 = 52 54 PN N 42 52 N r o 1 4 ❑ Iln L a _ � �p �'. ELEv Ill , „ • , �. iv rtl - ��� -,. O _�_ _ 1 ,° �0 ' I-10 -�- ' - 1� 16 15 n 411 '_2 = 5'- 1/2 --- r Itl " 3' 1/2" r ". O" 6'-5 I/2" 7' 4°-2 12" �O 3'-4 -- 5-10- 21 4 4„ 35 t 3 r KITCHEW 48' 38 35 4 \ / �Y 26 ELEI 4S _I O 3 Gf+101_On\ /\ -- - - 3g p 44 I I"fl4 1 N 2 14, I9 2 1 sz ❑ = m LIL4GU o A r I = !+ 3 -4 4 <F 8 -I �µ n" nuU za 3KITCHEN c0 ma p m ' GLGa (+10'-0") r 28 ns KITCHEN 4 8' 2 it 51" ; -4" 2 _64 . w IO _4 8 O 6 _6,1 4 2 _O = II' 4' e I I I I I n I 4� w-------- -- --- --. - III I. II I 1-- -- l N - ,x u 24 3� ❑ O II III IlIII III' v 4 DINING ROOM ' CLCx.C+10'-O'7 i- - 8�, I S 31_ "4" 21_O 4 4'-2" !— 10' 1011 611 3'- '-2 I/2' 4 a2 krT 3 Q N 5OI2" ❑ H �>� � m m $ // �z- /H m DEN ° v W CA L19 28 r L5 �2 ? i9l�� O O' 8 O 24 6 �' I 4 �� 3 -1 8 9 -2 413 _ 41i Z'. ,E 8" up-- .o - v Ll l m i = 0 L 21 4G 24 I 8 7 IL -- - --- - OUJp = N 53 -m 6 3 F 15 v ROOM I i BEDROOM '2 CLG. (+10'-0") � _ 9 DEN — 8 " A 13 N BAT 14 W cL�.C+1o'-a a E 2 _ll /2 .L_ I 11 `JT R. c0 (+tol_ol,) F3°ouj I I m ROOM 1_5 0 — l_ O g" / 1_/ 11 6" 8 p 4 Orz 13,_4d 2" 4 N N �'- 13' 41 811 134 41, 5 0 I - 8 8/. 101 " y 29 E34'CONY 29 O m --- ----------- ------- O 22 _ Cx Cs O C E RESS ECs ESS A-9 A O A-11 A-9 A-10 EGRESS 2 6 3 -2 2 -6 8 -2 3'-5" _4 9 _O I'-4" 4'-4 I/211 2' 3" 4'-4 1/2" I'-6 1/2' 6' 3" �'-6 I/21i I' �" I'-9" 1,_4 I1'-S" 11 p 21'-4" 5 _ol' 261_0 23'-411 26'-O° 151-411 !/Am== \.�1 -4 I 4==" . II! I ��"I N I/ i THESE PLANS AN ALL PROPOSED WORD ARE SUBJECT T ANY CORRECTIONS REQUIRED BY FIE INSPECTORS THAT 1 MAYBE NE CES IN ORDER To COMPLYWITH APPLICAI3LECO0E1. I 0 REVISIONS BY I Ol/13/05 .p.0 2 06-07-05 GR. f W 00 w 1 � N : 0) CO o) r 1 M (3) 00 0 N Ln II o N rr} O �cf) p Lo W co W z OJ w L- �i U 0 z f J z Q = x 0- w Q cj� o w W O r) W u O SIDIIIH Did Vow o mummummmmmm O7. 7 z /n o V o z< O= W / J � OW a t- G O3 V) 0 3 f— I - i I W a w z V � U 0 K a m "i W m o o W z U z o ® CL a z I W Hm A Dli a C ABR 0 a w r O SCALE _1/4u=11-OI' a CHECKED BY 6 D DRAWN BY DATE Orp/10/04 ii, JOB 0316 W SHEET x \\W W OF SHEETS U 1 /2005II,I RAUL R. SOTOLONGO REGIST. No AR-7 7 1 2 0 v 26 -O" ID A-1 ALGONI 24 D ---W --- ---- 8, 4 ill I u 2-5 q�� n O' CARFEi i2 `n 19 EGRE55 2'-3" ,- 4'= 5'-13 , M. 5ATH ' N '1 a.-ill4„ N T- 2' 4 -I" 2% 4„ M 5TER B DROOM GLCa.(+I '-0") 4 n r r 4� A-12 � C Ac3 I ELEV I r 3' I 4' v 4'-2 1/2 = 35 ' N O EGRESS 45 25 v v - 11 23'-4 26,_O P-S 1 " 3'-2'. L 3'-111/2" 3'-O 1/2" 9'-3"' S' 8" 9'-4" 3'-3 1/2" 9'-5" I'-0' i 1 A-12' O O o E ALGO Y --------- - -------Ll vOV. --- BAESS 2414 l S 7 S'- r all 43 = 49 v STUDY/OFFICE ^A v z MASTER SUI E ? cLc,.l+lo'-o") A-13 - S 5,_1„ 41 ,_ 4„ 13 -9'' 2" 14 EGRE55 m 64 ° A-12 MASTER BED OOM v M. BATH DIV cLG.(+10' 0„) 24 c0 C ` m 5'-1 1/2" 4 A42 16'-5 1/211 v S' A 13 ' S r r rCARPET 30 EGRE55 O 2-2 WIC 20 r 1_5 20 v = 4" 3 L. S, 311 rILk)S„ g 2 1 „ P 2 `r 4" 4'I 4 3'-6 1 4"1' & \�" 6'-11" ,n S" � 4 _ DN 25 m = L 1 N BED ROOM 2 r T 5 �s v N 0 I- GL .( 10 O) 19 _ HIS 1- 16 15 Q r 43 I I 3'_I" II_SI, S _O 6„ 8,, CARPEL 6 35 O v _ 4" 3'-I I/2" �S„ 11'-O„ 4„ACLA _ ,, „ = MASTER BATH 20 m T-2 QN'D ELEVo- S 2 3 53 14 6� � , � I I I o w A-13 n ° a \ 31 11 = N G E4"rSoIC I 2,_O„ 4' 1.3„S„ ro = 20 LT m v HHERS 4 „ 1/z" w = p 41) Fri m 20 8 w Cc 43 EGRE55 7. 11 CP DROOM 2 Ll BAT I/2 S 7i n -- TI --7r nr nl N II II II II III CQ 1 12 - 19 II I II II II II I III _ I Ql_ Il - Fl -1l -Ell C.iIL CA ET O N O I I I I I I I I f I III I VI/ I-5 II 11 II hr all8 -O 4 II'-8 8" li —Lt � �I y 11 Ln u — u u u __ - 4 14 A O 1 EGRES A9 A-ll � 4'-O" 2'-3" 6'-3' 4'-6" 4'-411 4'-3 3'-2 3,_ I1, 3,_L,, 2,-3" I'-8'r 2'-31, 31-1 a 5'-0' 2 I ,11 ill -all 121_4„ 20,_0„ 51_011 A �I 23'-4" CD a I i G�C�U1 AZALEA@FLAN 1/4 3 o I c� 3 M 0 '.. m X O a i N r THESE PLANS NO ALL PROPOSED WORK o ARE SUBJE TO ANY CORRECTIONScc REQUIRED FIELD INSPECTORS THAT o MAY BE NE ESSARYI IN ORDER TO Z. COMPLY ALL APPLICABLE CODES. ° i ' I F� 35 ELEV - '-2 I/2" 4' 4 REVISIONS BY 2 06-01-05 GR. u u L 0 t i1 w w ao ~ (n N ( c0 �I'00 01 r� 0) 01 0 O O (n C) 0 W 1 w `/ cn Z 0 J L OILL W 0 z J 0 z - Q= 0 X, a- Q O W IO � -i l U 0 S13111H3dVp;= N Ow /A U V o z< 0 I J N O a 0� 0 N K W 5 0 C w z o 0 w ^� V / w a � 0 #-n,i ►A� i ` f--F L w o u0 �- w !u � U w U (� 0 a w m 11-11-11 � o z w z lVl � o a U y a w N W F- a 5 a N C AR BR SCALE 1/4"=11-0" CHECKED BY DRAWN BY DATE 06/10/04 J B 031ro S ET _3 O SHEETS 6/ 20 5 RAUL R. SOTOLONGO REGLST. No AR-7 7 1 I TONER SOFFIT c;AL C. REVISIONS BY z N O FOR BEAGHBERRY 18 GOCOPLUM-R UNITS z o6-01-05 cR. 0 0 SOFFIT VENT CALCULATIONS a ISO SQ. FT. X 144 25920.00 SQ. INCHES K 25920.00 / 150 = 112.80 SQ, INCHES 3 11280 SQ.IN /12 SQ. IN. PER FT.= 14.40 APPROX. 14'- " OF VENT REQUIR D. N LINEAR FOOT OF VENT PROVIDED: 44'-2" 0 (USING I" CONT. VENT WITH MINIMUM CLEAR SCREEN VENT 12 SQ. IN. FT.) o.H. G}.HI O.H. I 6' 16 16 II W 00 1 0 p w LL 0 TOWER SOFFIT CALa p x Q C01 oc) 3 - - -T--- -.----- -- - -- --r ----r-------.--------�---7---`--7--T---------------r----- r------.--------------- - -- -- - - -- - - - - --.------------T -1- T------------'---------T- �-. 0) 1 4 FOR GOGOPLUM R UNIT ------- -------------- --- - ----'- --- --------------- --- - -------------- --- -- - I __ u L- r F - - ---- ---1 ----------- ---- _ �n OI IL10 N SOFFIT VENT Ci LClsf0 15 `r Vim' 7 0 _ N N n 1 O o G)I 250 SQ. FT. X 144 = 36000.00 SQ. INCHES �I I 12 ^� i -� O W I. I I I I I I I � � N 36000.00 / 150 = 240.00 50. INCHES r 1 4.5 �� W � 0 /D z L. a T-- - TJ I dl : ` T-- ---7 --- J 1 O \'� Ln! o 240.00 SQ.IN /12 SQ. IN. PER PT.- 20.00APPROX. 20 O OF VENT REQUIRED. r- - -= ---1 T� v r_1-- - -a ---------- 4 F L--------- ---------L w LINEAR FOOT OF VENT PROVIDED: 24'-4 I J O � � I j 12 12 � 1r � _ � w 4.$ 1 I I I I I A-13 � z J VENT' = 12 FTJ 4.5 w CONT. VENT WITH MINIMUM CLEAR SCREEN EN SQ. IN PER (USING I O E IN I < I I - �, 1 O O AT VALLEY 1 -� z Q � QI' - 1 AT VALLEY 1 TOWER SOFFIT CALC_ � �� II A-12 � rl1 o � w w o w --_'- -- 1 11.. r--- ----- -.---- I I� w � a ---- -- FOR AZALEA UNIT --- -- ------ A 1 l Q i I , 2 G 4 SOFFIT ANT CALCULATIONS (4!12 AT WALL4 � 'I1S 1 � 3 1 I H � 21 �/ ::11 AT WALL A-12 A-13 = 289 SQ. FT. X 144 = 41616.00 SQ. INCHES 0 0 � � I 41616.00 / 150 = 211.44 SQ. INCHES r-------I -+ ; - ------ 211.44 SQ.IN /12 SQ. M. PER FT.:: 23.12 APPROX. 23'-1" OF VENT REQUIRED. C-----4�JI1 - Q -- li 12 iT Z LINEAR FOOT OF VENT PROVIDED: 32'- 1" A-13 �45 i (USING 1" CONT. VENT WITH MINIMUM CLEAR SCREEN VENT = 12 SQ. IN. PER FT.) 1 1Lu rJ L- -- AT VALLEY r -- -� 1 L 0 3 - ' Al2 LOW SOOT SOFFIT CALC. L-- __-Jr _� h = y - u_ ,- IL m N I I I AGH Y I UNIT 12 FOR BE BERR 1 _ n, I 1 I r /' 45 Wx®KNCALCULATIONS 329 50. FT. X 144 41316.00 SQ. INCHES uJn7 yn L r --- J z I'_6' II I III -- I I III I 41316.00 / ISO = 315.54 SQ. INCHES 7 O.H. 1u u u v 1 ' O 315.54 SQ.IN /12 80. IN. PER FT. 211 APPROX. 26' '4" OF VENT REQUIRED. F 1, 6„ # l t w LINEAR FOOT OF VENT PROVIDED: 41 -2 2 2 4.5�F--_ 1 ��4.5 O.H. (USING I" GONT. VENT WITH MINIMUM CLEAR SCREEN VENT = 12 SQ. IN. PER FT.) AT WALL""- A-13 r-- - -- J-- ---- ---- ---- --- - --1--r 1 IA IN ROOF SOFFIT CAL C_ I 1 I I H I '40'. `^, w FOR COGOPLUM- R UNIT 12 45 ---- r -i-1 O 2 to -- --L --- - -= - D T LL o SOFFIT VENT CALCULATIONS i A-13 -12 �- I�t' A l V J" iz U w 852 SQ. FT. X 144 = 122688.00 SQ. INCHES iL 1 11 J" 12Lu 4$ �- d 122688.00 / 150 = 811.92 SQ. INCHES --- �? - -- -- i 451�_ -A I F- V_�---- 1--- - --- 811.92 SQ.iN /115 SQ. IN. = 1.11 APPROX. S TOTAL ENTS REQUIREDrn--- -i- _ u� (�66 -6 8 4 O.C. (MAX. - - ---- ---- - -- - f�l L / 8 � I I �L 1� u u 1 1 Ll (USING 6X24 VENTS WITH MINIMUM CLEAR SCREEN VENT = 115 SQ. IN.) l L I I I (�� fin-, ,.11'- J-i--L 1 /P I if I. I I I II II II .II Il I - -I---- --- --- - ---- -- ---r-- - n n - -- --- ---- ----_ - - --- ----- r-IA IN ROOF SOFFIT CALC. _ - -_L,_ _ L- - _-_ __ U U U U -- --- --- -- �0 1 IN-Of.0-o - - _ FOR BEAGHBERRY I UNIT - I SOFFIT VENT CALCULATIONS o.H: O.H. O.H. H H 180 SQ. FT. X 144 = 112320.00 SQ. INCHES 112320.00 / 150 = 148.80 SQ. INCHES A2 148.80 SQ.IN /121 SQ. IN. PER FT.= 6.19 APPROX. ro'- OF VENT REQUIRED. a I T I=AC =nn" n= =AIr Ponvm>=n. G.7'_In" (USING I" CONT. VENT WITH MINIMUM CLEAR SCREEN VENt = 121 SQ. IN. PER FTJ COCO LLIi"IIs-CI=IRR� I@ o 1�IA IN ROOF SOFFIT CAL C. O OF F FOR AZALEA UNIT L AN / " 0 r a SOFFIT VENT CALCULATIONS m O S z 164 SQ. FT. X 144 110016.00 SQ- INCHES a 110016.00 / 150 = 133A4 SQ. INCHES w 0 I 133.44 SQ.IN /115 SQ. IN. = 638 APPROX. 1 TOTAL VENTS REQUIRED THESE PLANS AND ALL PRO o a i 31'-II" / 1 = 5'-5" O.G. (MAX.) CSED R K a (USING 6X24 VENTS WITH MINIMUM CLEAR SCREEN VENT = 115 SQ. IN.) ARE SUBJECT TO ANY CO RECTIONS REQUIRED BY FIELD INSPE J 0RS THAT MAY BE NECESSARY IN anca TO w a i 0 0 a 0 x w w J N W n W W w y 1,UMPLY WITH ALL APPLICA Li CODES, ! I _I I C L11, BR SCALE CHECKED BY DRAWN BY DATE 0&110104 JOB 0316 l SHEET OF SHEETS /14/2005 RAUL R SOTOLONGO REGLST. No AR-7 7 1 2 REVISIONS BY 9 r r r r • •• • i • u r u • r r i • memo®0000mmmmmmmmmlommmmm�®�mz ®■■■Q■■■■■o• ■■■m■■■■I■■■®■■■■■�■■ ■■■■■m■■■®■■■■■■m■■■■�0■■■■■■Fi' ■■■■ n■■■■■m■■■■■■me■■■ilo■■■■■■�■■■■ _. -.. ■■®■■■■■o■■■■m■■s■III■■■ee■m■■■■ _ - . LAUNDfRY ROOM■■®■■■®■■■■■■m■■■■��■■■■■■W■■■■ CABINET ACKING STUD RE INFORC MENT NOTES: AS PER THE 2001 F. B G., CHAPT. 23''SECT. 2316.1.15 -STUDS IN BEARING WALLS, EXTERIOR WALLS AND NON BEARING PARTITIONS S PPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHAL BE NOT LESS THAN 2x4, WHERE: SPACED NOT MORE THAN 16" O.C.: Of Z, NOT LESS THAN 2x6; WHERE 5FACED NOT MORE THAN 24" O.C. A MINIMUM 2x4 HORIZONTAL WOOD MEMBER, SECURELY FASTENED TO NOT LESS THAN (2) 5=11H STUDS, SHALL BE INSTALLED FOR THE ATTACHMENT OF EACHWALL HUNG PLUMBING FIXTURE AND JJALL CABINET. CONTRACTOR TO PR VIDE DOUBLE (25 GAUGE) VERTICAL METAL STUDS SPACED AT A IN. OF 16" O.G. AND MEETING THE AS VE MENTIONED HORIZONTAL FRAMING REQUIREMENTS. NOTE: CONTRACTOR 4 OLJNEIR TO 'COORDINATE t' 4EDIGINE C,48INET, TOILET FAFEfR �4OLDER5, 50AF DISH 4 TOWEL BA LOCATIONS, DOOR 5CE4EDULE (FOR ALL UNITS AS APPLICABLE, SEE FLOOR PLAN) DOOR FRAME F IRE 0. RATING REMARKS UJIDTH HT. TH.1 MAT. TYF`E MAT. ITHRE6H. DETAIL 1 3'-0" V-0" 1 3/4 IBERGLA55 PANELED WOOD ALUM. WEATHERSTRIP/ EYESCOPE INSULATED, SECURITY HINGES 2 31,-0 81-0" 1 3/4" AL./GLASS =RENCP ALUM. ALUM. SECURITY HINGE6/WEATHER5TRIP/IMPACT GLAS • W/ SIDE LITE5. WHITE ESP D 3 3'-O 8'-0" 1 314" AL./GLASS RENCH' ALUM. ALUM. SECURITY HINGES/UIEATHERSTRIP/IMPACT GLASS W X lU 1 2'-8" 8'-0" 1 3/e" METAL PANELED WOOD ALUM AUTOCLOSER / WEATHERSTRIP INSULATED 2 2'-8'" 8'-O 1 Na" MASONITE PANELED WOOD 3 PANELS I" UNDERCUT �r} u 3 (2) 2'-6" 8'-0" 1 3/6" MA50NITE PANELED WOOD 3 PANELS I" UNDERCUT 4 2'-6" 8'-0" 1 3%" WOOD LOUV. WOOD FULL LOUVERED V-6" 8'-0 1 3ia" MASONITE PANELED WOOD 3 PANELS 1" UNDERCUT O5 6 (2) 2 -0" 8'-0 1 Na" MASONITEPANELED WOOD 3 PANELS I"UNDERCUT 1 2'-4 V-0' 1 Ne" MA5ONITE PANELED WOOD 3 PANELS I" UNDERCUT AIRTIGHT / EATHERSTRIP AT A/C CLOSET ONLY 8 • 1'-6 8'-0" 1 3i8" MASONITE PANELED WOOD 3 PANELS 1" UNDERCUT • CUSTOM DOOR 13 2'-6" (o'-5" 1 3ie" MABONITE FLUSH WOOD AIRTIGHT / WEATHERSTRIP AT A/C CLOSETS ONLY 10 3'-0 8'-0" 1 3i8" MASONITE PANELED WOOD " PANELS l" UNDERCUT 11 2'-0" 8'-0" 1 No" MASONITE PANELED WOOD " PANELS I" UNDERCUT 12 2'-6 5'-0" 1 No" MASONITE FDOCKET WOOD " PANELS 1" UNDERCUT I 6'-O" 8'-0" MA60NITE PANELED 3 PANELS 2 4'-0" V-O' WOOD LOUVERED FULLY LOUVERED O3 2'-6" S'-0 MA50NITE PANELED 3 PANELS H 4 2'-0 8'-0" MASONITE PANELED 3 PANELS , (tl 5 2'-g," 8'-0" WOOD LOUVERED FULLY LOUVERED MASONITE PANELED 3 PANELS Q 2 5'-0" 8'-0' MASONITE PANELED 3 PANELS a P 1 8-0.. 8'-0 1-UM/GLASS ALUM. IMPACT CLASS. WHITE E.S.P r Q 2 6'-O" S'-O" LUM/GLASS ALUM. IMPACT GLASS. WHITE E.S.P N 1 16'-0" 8'-0" METAL PANELED WOOD 60 SO IN VENT PER CAR Ul Q 2 V-O" V-O" META PANELED WOOD 60 SQ IN VENT PER CAR UJi DOLJ SCi 4EDULE TRANSOM SEE ELEVATIONS MARK D MAS R1ESCRIPTION FRAME CxLASS REMARKS OPEN INCs O35 SH 54" X 3" ALUM. IMPACT GREY TINT WHITE E.S.P. OB I/2 35 SH 2 1" X 3" ALUM. IMPACT GREY 'TINT WHITE E.S.P. TEMP. BOTT SASH IN TUB/ SHOWER O 1/2 34 SH 21" X 5l" ALUM. IMPACT GREY TINT WHITE E.S.P. TEMP GLASS BOTTOM SASH IN TUB/SHOWERS ONLY O 1/2 33 SH 27" X 3ell ALUM. IMPACT GREY TINT WHITE E.S.P. TEMP GLASS g BOTTOM SASH IN TUB/SHOWERS ONLY O (3) 25 SH Ill" X 6311 ALUM. IMPACT GREY ,TINT EGRESS 0 SLEEPING ROOMS WHITE E.S.P O (2) 25 SH 15" X 9131, ALUM. IMPACT GREY TINT EGRESS 6 SLEEPING ROOMS WHITE E.S.P. EGRESS a SLEEPING ROOMS O 25 SH 38" X 3" ALUM. IMPACT GREY TINT WHITE E.S.P:TEMP. GLASS m BATT SASH' m BAT WHITE E.S.P. TEMP GLASS -a 0 SEE ELEV. O 13 SH 21" X V' ALUM. IMPACT GREY TINT BOTTOM SASH IN TUB/SHOWERS ONLY O OVAL 2'-0" X-8" ALUM. IMPACT GREY TINT WHITE E.S.P. SEE ELEV. W 03 W 0 � 0� J) � I 00 I r� a N Ln O N N7 10 W O W W z 0 I .LL q!w r. I U z J O = O z Qz x w G- q 0� O :�i W Lu O J U LD Ld O O W N O 00. Z < 0� J � rc O a 03 0 4 3 w �} w N w3 W z a v> n U— o 0 —A AR a Lu 0 a O u— U M o �* o w - 11_I Q � �• U 0 0 0 w Z z o � a m ju m � _ !ii Jr m ® l 1 3 I a ® I o a J C7 a Q � N i �I 5 a � w o w � ~ w U a r O a 3 & o a NOTE: CONTRACTOR TO COORDINATE LJINDOW/DOOR 1IASONR`r 3 tO SCALE 1/4j-0 < OFENING5 LUIT4 SELECTED WINDOW /IDOOR 1" 4ANUFACTURER_ a m 0 z THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANYCORRE ONREQUIRED BY FIELD INSPECTO THAT MAY BE NECESSARY IN ORD TO COMPLY WITH ALL APPLICABLE DES. I a a i d c LL a `c CHECKED BY DRAWN ',BY DATE 04/16 4 JOB 0316 SHEET it �r-x; OF SHEETS 14/2005 RAUL R. SOTOLONGO REGIST. No AR-7 7 1 2 a a i d c LL a `c CHECKED BY DRAWN ',BY DATE 04/16 4 JOB 0316 SHEET it �r-x; OF SHEETS 14/2005 RAUL R. SOTOLONGO REGIST. No AR-7 7 1 2 KEY NOTES 1. LIGHT TEXTURED STUCCO 2. SPANISH "S" TILE ROOF 3. 2 X 8 FASCIA PAINTED (STRUCTURAL GRADE) 4. -SMOOTH FINISH STUCCO MOULDING (SEE PROFILE A) 5 1 X 6" SMOOTH FINISH STUCCO BAND 6. SMOOTH FINISH STUCCO COVERED STYROFOAM MOULDING (SEE PROFILE B. USE FILLER ONLY WHEN COMBINED WITH PROFILE C OR D) 1. SMOOTH FINISH STUCCO COVERED STYROFOAM MOULDING !SEE PROFILE C) 8. SMOOTH FINISHED STUCCO COVERED STYROFOAM MOULDING (SEE PROFILED) 9. SMOOTH FINISHED STUCCO COVERED STYROFOAM MOULDING (SEE PROFILE E) FILLER 10. SMOOTH FINISHED STUCCO COVERED STYROFOAM DECORATIVE 1 1/ MEDALLION (SEE PROFILE H) 11. METAL RAILING TO REJECT A 4" 0 OBJECT MANUFACTURER TO SUBMIT SHOP / DRAWING TO C ARCHITECT FOR APPROVAL PRIOR TO FABRICATION 12. CANVAS AWNING ON METAL FRAME (SEE DTL-J. SHEET A-1) 13. S" 0 DECORATIVE STYROFOAM HALF COLUMN 14. 12' m DECORATIVE STYROFOAM COLUMN LL 15. RAISED SMOOTH FINISH STUCCO BAND (SEE PROFILE F) _I 16. COACH LIGHT EXT. GRADE BOTT a 6 -S > 11. 2" X 6" EXPOSED TRUSS TAILS - 18. 4' X 8" ( SEE STR. DRWG'S) IS. 6 X 6 WOOD BRACKET SOUTHERN YELLOW PINE 20. 1" RAISED SMOOTH FINISHED STUCCO QUOINS !SEE DETAIL 2) 121111, - 21. SMOOTH FINISHED STUCCO COVERED STYROFOAM MOULDING (SEE PROFILE G) 2' I' 1/2" 22. lie x 4" SMOOTH FINISH STUCCO BAND 23. LINE OF FINISH FLOOR 24. SMOOTH FINISHED STUCCO COVERED STYROFOAM MOULDING PROFILE I O DETAIL 311 DETAIL 31' O 25. PRECAST CONC. LINTEL l j 26. No" STUCCO ON FELT BACKED METAL LATH ON 19/32" PLYWOOD ON STUDDED END u TRUSS OR WOOD FRAME ® 16" O.C. SEE STR DWG'S 2l. 2"X 8" EXPOSED TRUSS TAILS DETAIL 1/211 ICI - F2 t--- 2I AT VALL Y �—A!12 ODETAIL 3'' ELEV=+31'-10" —_ - -- r-------- --- ------ ---- --- ---- -- - 0--------------------------- - --------------- ------ �� ELEV=+31' 10" --- m F r - - - ---� I r --- -1 N r -- --r 3 2 25 3 5 25 0 O' z O'' 6 6 12 -7 AI 6 23 of EAmI T WALL TA �4.5 H7 4 I =+23-2-------------- 23 r Q= OIL TOP OF SLAB n N 13 TOP OF SLAB ELEV=+21 -10'' 23 ELEv=+21'-10- ojL z OE OF20'-2" �n _ - -.._ I� TEL OF-+20'E2"M�-------------- --------------- 4 O w r-__-_____--1 r- I L=_ _-____-J n - 17___L______J 18 22 9 25 18 n = EIE El n 25 25 I N I ' 19 � - 2- O itl 22 LL EL 1:1, LIE TLL 11 r2 A-11 23 a A-1 24 23 2 w 4 ----- - w TOP OF SLAB 21 TOP O SLAB �I ELEV=+10'-I" I - --- -- --- "---_ a ELEV=+1O'-1" o — _ - _ ____ 16 L - tE VW I I m 2' III FINISH FLOOR 1 FINISH FLOOR c= ELEV=+01-0 w a AGH � I - ' UM A A A �� �� GO O fi� R ,. fi L Z L E fi� C A V THESE PLANS AND ALL PROPOSED ORK ARE SUBJECT TO ANY CORRECTI NS REQUIRED BY FIELD INSPECTORS HAT MAY BE NECESSARY IN ORDER O COMPLY WITH ALL APPLICABLE I �. S13111 H 021`d 0 0 0 w a ~G 03 N i z a f- m 0 rn m t- 0 x 3 W 7 W O Q I W 2 Z Q Z K Q Jl —A � + jIJ w 0 U O ,H!-i• W ca U O 0 m a w � m W m IY�11-10. 0 z J-l-L�' ff 1' � w n 1J- z o U N 5 a —y w Z 6 w W F=- Z F 3 UNIT BLDG SCALE CHECKED BY DRAWN BY DATE 0411(0/04' JOB 031�0 SHEET OF SHEETS 6/14/2005 r 0 RAUL R. SOTOLONGO REGIST. No AR-7 7 1 I 1/2"-) t-1/2" u — //2, �0 1 j 3 1/2" 1/2" 1/2" FILLER 1 O DE AIL 3�� cp 1�Ei,42L ODETAIL 3 O \T _ 40 _-Q - 12 r 4.5 CS TYP. 24 i r N N sr F3 _ m m y \1 I DETAIL z Q D T,4IL 3/'ii O� REVISIONS BY 0 ¢ 06-01-05 GR. z a 0 W d w I 3 9 U ! 2 z � m o LJ o ctf o I— (N 0� 0) co 00 1 0) T n 0 0 N ; Lo ( O o N ro O Lo W Z w 0� m �o,-oW0 T U = �L w g 0,- z J 0 0 z < T X o- a_ Q ff 6 O : Li � O W J U F W O 0 o 0 0 S13111H0dV:21 OW 0 U V z o a ®_ 0 J N � O� z 12 H z — ® 14.5 3 N TOP OF PLATE 'a .ELEV=+34 -10" G LL �— s..s. . . . . .emu- - - - - . . .�.�tr.�n�..�e..®.�s������s�r�r������t�t�t�t�t�t�tt,'^I^I^��i�^� ��'^ ^��ff ^.Q -�t�t - - - --�t�t�t�t�tillititit�tire7tt\tMt=trtrti , ® _ _ —_ -iiii�t�t�: — _ @ � � � � • o 25 `_ TOP OF 5E 1 �(� l ELEV= 31'-4" —A 0 a 4 23 4 23 -k t' a W 0 ..ELEV=+21'-10" 0 o _- to u L11 = ------ ----- 0. W L _____________ _ __J L__-________ ___ J ` L____ _-____ ___, L Y $ _ 1 I 25 11 i 6 11 Ti JLE III I LE FE m W 25 LL T —CD W m � m o � o ® o _ a - N - TOP OF SLAB ------------------ --- --- -- - --- --- --- --- =- ---- - -` 23 --- ELEV=+10'_1„ �J A 1 - --- --- - w --- -- t 25 25 NOTE 25 25 w m1 w RETURN MOULDING COLOR AND TEXTURE INTO C PENING. (TYP. ALL OPENINGS) 1 WRAP MOULDING COLOR AND TEXTURE AROUND COLUMNS. HkFrI0' m RETURN MOULDING TEXTURE AND COLOR UNDER ARCH 6 I r PLUS REPEAT MOULDING ON OPPOSITE SIDE OF ARCH. — c 23 0 FINISH FLOOR ELEV=+O'_O" 0 AZALEA-i2um COGC��LUI"C O w 0 Q :..._ a THESE PLANS AND ALL PROPOSED WORK Z. ARE SUBJECT TO ANY CORREC71ONS LL o REQUIRED BY FIELD INSPECTORS THAT a W a 0 a W 0 z a N s N w w a W w w MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 3 UNIT BLDG SCALE CHECKED BY DRAWN BY DATE 04116/04 JOB 0316 S�EET OF SHEETS 6 4/2005 RAUL R- SOTOLONGO REGIST. 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SMOOTH FINISH STUCCO COVERED I'-C 3/4' STYROFOAM MOULDING (SEE PROFILE C ON v ELEVATIONS SHEET.) a B.B. SEE PLANS AND 13. SMOOTH FINISH STUCCO COVERED 2x8TRUSS b 4"x8' BEAM FIXED TO 4�" BEAM SCHEDULE STYROFOAM MOULDING (SEE PROFILE B ON m BRACKET ELEVATIONS SHEET.) v 14. 3"X8" RAFTERS 15. 6"X6" WOOD BRACKET III MN. AFF III CONC. BEAM . (5EE STRUCTURAL). 11. PRECAST GONG. LINTEL 8„ 4 .3 4 8 � I o Gov.El ! 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LJ 00 W 0)'I ~ (n N c0 0) 00 h 0 N p) O O N I� O 0) Ln w'. 0 0 W 0 1") O W I J L W 0 In 0 ZI J O 0 IX Q LL Q ��N/ LL O :E W Ol J v Ld I- r a 0 a W _ s _ U W w N K a w m a w I�Ar o MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, 0 6 U05 RAUL R SOTOLONGO REGIST. No AR-7 7 1 2 I , I UNITA AZALEA SCALE CHECKED BY DRAWN BY DATE 04/16/04 JOB 031 io S�FIEE'T e7 OF SHEETS I KEl NOT- EGJ I. SPANISH "S" TILE ROOF 2. PREFAB. WOOD TRUSSES o 24" O.G 3, CONCRETE SLAB (SEE STRUCTURALDRAWINGS) 4. METAL SEAT E STRAP AT EACH TRUS B. GALVANIZED METAL DRIP (o. 2X8 STRUCTURAL GRADE FASCIA (PAINTED) 1. INSULATION (SEE ENERGY CALCULA IONS) S. CONCRETE FOOTING (SEE STRUCTURAL 2 1 DRAWINGS) 9_ 8" CM.0 WALL 10. LIGHT TEXTURE STUCCO 11. STYROFOAM MOULDINGS. SEE ELEV. TOP OF BEAM 12. 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METAL SEAT d STRAP AT EACH TRUSS 5. GALVANIZED METAL DRIP 6. 2X8 STRUCTURAL GRADE FASCIA(PAINTED) 1. INSULATION (SEE ENERGY CALCULATIONS) 8. CONCRETE FOOTING (SEE STRUCTURAL DRAWINGS) 8. 8" CM.0 WALL 10. LIGHT TEXTURE STUCCO 11. STYROFOAM MOULDING 12. METAL RAILING WITH PICKETS TO REJECT A 4" 0 OBJECT ry REVISIONS BY To 06-Oi-05 CR U o z a a : z W 3 U Z Z a m wI 00 = IJJ T W 'Icf), m I�'I co z c- -. 0) �- _ rq r� 11 O N s a 11, O LO 0 a N 0 0 Q w -0 LJ W v m O W 0 LL O z C) O O Z = X d - Q 2 O w O J Ld TOP OF BEAM O 1-- 0 ELEV=+ 4'-IO" U o 1 J 0 m TOP OF EAM S1O11IHO21b::z W ELEv= {-IO n N � z a m M ''STERLS ITE iq TOP OF LAB 4 ' J ICI IJ L= L=j C..v �/ 3 � ` 1-� tr- 8 9 PARLOR ERR GE FINISH FLOOR V ® Q o w - - - - - - - - — — — -- � — — — — — — I --I I I I —I I=11I_I11=III=111=111= —ill- I III-�I I —I I I_I I I_I I I_I I I III —I 11-1 I I I= I f-111 III I I I I_ I_ I=1 - -11= = I I I III=III=III—III-11 f=III=III.=III=III 111=�=111 III—III-1i l III III-111—i 11_I 11-III III=116=III-111=P —I I I_I I I I I I_I I I=1 I I— -11 III III=11 I=1 I I I I1-1 I I=1 I I III -II l=1 I I III —III —I I III— I( —III I I I�I I I—n I I I I_r-1 nrl L I —I I1-11 I —III_ —=rl L 111—=1 —-- _I I_I1i=111= {=111=I I1=11-1 R=111=I f 1=111=1 =1l1=III—EI I I 1-1111=I 111 =1 1 =11I_ III III=I I_I Id=f 11=LI —1I=111=1i1=1 1= _ _ _ — I-111-III III Ill�fll If T=111_III-111-111 T=111=III—III=1 IIII liI-III—III III-111-III-III_III_I11 III_III—III �_III_III II _ -1 _I I_I I I_I I_III-1 I l_ I Ili I-1 I I-1 I I—ILI-1 li—III=11 I-1 I —I 11- J I I I I I 1111=III—III11 I _ I __I — _LL—___LT—__—— _ I I III I I -11 I III I I I=1! 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III_}I I-11 5 II III II III III II III LII III III n_III=IIII —II—III=111- I I 111-111-1-r— ,wOf >, w � E i z N SECTION UNIT GG o N p L 0 CD Y r') - % . L. m - Of C THESE PLANS AND ALI. PROPOSED WORK 0 ARE SUBJECT TO A CORRECTIONS W REQUIRED BY FIELD ! OPECTORS THAT a MAY BE NECESSAF Y IN ORDER TO COMPLY WITHALL AP PLICABLECODEB, a j LL UNIT C CocopLuM SCALE 1/4.=V_0" CHECKED BY DRAWN BY DATE 04/I0/04 JOB 0316 SHEET A—� OF SHEETS I X4F OW SILLS TO WOOD BLOCKING TO BE NON BEVELED I OR ALL W LL BE INISH A W F A FI NISH DRYWALL PRECAST CONCRETE UNLESS WINDOWS d I k 6 FOR SfsA. AND NAILED WITH HTLTI DRYW LL G.W.B. DENOTED OTHERWISE ON X-DNI 61P8 AT 12" O.C. AND 3" FROM TOP AND BOTTOM. STUCCO FINIS STUCCO FINISH m 8" CONCRETE BLOCK I x 4 P.T. WOOD BLOCKING, SET SNAP IN GLAZING AS PER F.H.A./4" - in" � Q ° o Q ° IN CONTINUOUS SEALANt BED. STRUCTURAL DRAWINGS. SET IN CONT. SEALANT BED I x 4 P.T. WOOD BLOCKING, TIE BEAM OR LINTEL SEE FILLED WITH GROUT STUCCO FINISH o 0 0 0 BEAD (TYP) 7TE BEAM OR LINTEL SEE STRUCTURAL SET IN CONTINUOUS STRUCTURAL DRAWINGS FOR Ij OR TIE COLUMN FILLER AT I : 2 SLOPE o Q o ATTACH WINDOWS TO I X BUCK CAULK DRAWINGS FOR SIZE d REINF. SEALANT BED. _ SIZE d REINF. (IF APPLICABLE) AS PER PRODUCT APPROVAL SEALANT _ CONCRETE SILL � _ , VINYL WEATHER MARBLE o �� CONT. CAULK 2 X 4 P.T. Wool) BLOCK W/ CONT. CAULKING 2 X 4 I-. I. WOOD BLOCK W/ ALA T SEE FINISH TIE BEAM OR LINTEL SEE "' STRIPPING (TYP) HILTI « DS 82 PIO AT 12" O.C., HTLTI � DS 81 PIO Ai 12" OC,L USCH DULE S7RIIGTURAL DRAWINGS PERIMETER SEALANT AND GIUB. STUCCO BRICK MOUL ING 6" FROM TOP b BOTTOM. OR BRICK MOULDING 6" FROM TOP d BOTTIN1.OR BACK BEDDING BEDDING (TYP.) PERIMETER 3" X 1/4" � TAPCONS AT 12" 3" k 1/4" 9 TAPCONS AT 12" FOR SIZE < REINF. m GWB. — JAMB 55ETED O.C., 6' FROM TOP d BOTTOM SEALANT 0 7PERIMETER INYL WEATHER SEALANT 1 X RABBET D O.G., 6" FROM TOP t BOTTOM W " TRIPPING (TYPJ Q n o BAND BACK EDDINCs ATTACH WINDOWS TO 1 X 4 HEADER o o•, _ u SfsD. ANCHORS TO BE SE p LL 17 SEALANT AND o o O° O 0 BLOCKINGAS PER o ° o SCREENlWHEN FOR CONCRETE THRJ ASTENED DIRECTLY 70 M W ACK BEDDING (TYP.) O o O ATTACH AS P R ATTACH AS PER o PER MFR'SPRODUCTAP D ~ N COTUCCO DUCT APPROVAL PRODUCT A VAL PRODUCT APPROVAL CONC. REQUIRED) U) C i ANCHORS AS PER TEMPERED GLASS PRO UJINDOUJ JAMB UJINDOUJ SILL DETAIL UJINDOW NE` D DETAIL I-EE�4D J,4M8 SLAB WINDowMANI�AGTURER _ � �' c� SPECIFICATIONS. OI Q UJINDOI.0 DETAILS EXTE IOC POOR DETAILS N.T.S. ILL DETAIL �+EAD DETAIL � N ^�� � o 0 SLID INS GLASS DOOR DETAILS � o �, � W N w oI I^ (j) w 0 .. io w —J O o _ I—LL U 90FELT HOT -MOPPED L OF WALL — w Z' OVER GALV. MiL. FLASHING MIN 5/S' STUCCO FINISH STUD TRACK FASTENED W/ c METAL = o WOOD TRUSS BE:RED D DN31P8 HILTI SHOTS I6 OC. GENERAL NOrtS: z = z MINI HIGH SPLASH GALVAN PROVIDE HOLD TO CONCRETE AT EACH OR W1 I. ALL WORK SHALL COMPLY W/ THE 2001 EDITION OF THE FLORIDA BUILDING CODE. BARREL TILE DIVERTER AS PER COUNTER FLASHING AS PER d INSULATION ADH DOWN DEVICEO Ld U CEMENT TILE MANUF. SPECS. TO �s" PLYWD. SHtG WHEN LOCATED U 41FBC 150T.4.9 WHEN A/C SPACE 4's" METAL STUDS AT 24 O.C. 2. DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY. CONTRACTOR SHALL VERIFY ALL CO Li 15 GAUGE MIN. UON) DIMENSIONS d CONDITIONS AND IN THE EVENT OF CONFLICT, NOTIFY ARCHITECT BEFORE PROCEEDING. ~ o " o METAL ROOF, BARREL TILE OR EACH SIDE GYPSUMBOARD o FLAT GE ENT TILE 3. CONTRACTOR SHALL EXECUTE WORK IN ACCORDANCE WITH THE DRAWINGPAR AS AR AS POSSIBLE. o TUD TRACK FASTENED W/ CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES IN ORDER TO AVOID CONFLICT. WHERE 4 \ q„ N31P8 "HILTI" SHOTS ® 16 CONFLICTS OCCUR THAT CANNOT BE EASILY RESOLVED, THE ARCHITECT/ARCHITECT'S CONSULTANTS S i 1 I H 3 IN `d :: C. 70 CONCRETE SLAB OR SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK WHERE DIRECTED BY ARCHITECT / 0 yy" PLYWD: SHTG 1" 'S" SCREWS AT 24" O.C. o //' �\• LINE OF Wp. 0 WOOD FLOOR SYSTEM ARCHITECT'S CONSULTANT, CONTRACTOR SHALL, WITHOUT EXTRA CHARGE MAKE REASONABLE ATTIC M� �' \C' M FRAMING WOOD CASING MODIFICATIONS IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH VARIOUS TRADES OR FOR PROPEF z a SPACE ll) LAYER oP GU1B. ADHERED Ai SIDE BASE EXECUTION OF THE WORK z o 19/32" PLYWD. 5H7G TO PLYWOOD SHEATHING N (COORDINATE THICKNESS W/ 2" X 2" X 1/2" 0 ADJACENT CEILING) CLIP ANGLE p t �p 4. WHEN VARIANCES OCCUR BETWEEN DRAWINGS AND /OR DISCIPLINES THE ITEM OR ARRANGEMENT 0 0 w 1 SECT ION N.T.S. 2 SECT ION N.T.S. 3 ATTIC ACCE 55 N.T.S. ¢ Tl . INT. I RT. PET 11/ BETTER QUALITY OR HIGHER COST SHALL BE INCLUDED IN THE CONTRACT PRICE. � F T,i-FICAL VALLE,i FL,4S�-4INe T-i'PICAL UJALL FLAeHINC (LOCKING TYPES A-12 0 3 5. CONTRACTOR SHALL COORDINATE WITH OWNER AND VARIOUS TRADES SO THAT PROPER OPENINGS A-12 A-12 A-12 NO STORAGE PERMITTED IN ATTIC AND CHASES SHALL BE PROVIDED. N m o 6. SUBSTITUTIONS OF SPECIFIED PRODUCTS AND/OR MATERIALS BY WRITTEN REQUEST TO AND SUBJE I TO APPROVAL BY OWNER/ARCHITECT. 4 0 WATER RESISTANT GYP. BO. ON 3 5/6" METAL STUD CER. TILE ON THIN SET METAL LATH AND MORTAR SEALANT MORTAR, SLOPE FROM I" IP PERIMETER TO 0" 6 DRAM TILE SHOWER RECEPTOR CAST -IN -PLACE OR PRECAST CONCRETE CURB EXPOSED 7O SLAB 60 MIL MIN. REINFORCED PLASTIC SHOWER PAN I CONCRETE SLAB OR WOOD FLOOR — SYSTEM (SEE STRUCT. OUGS.) TYPICAL SNOUJER fi A-12 N.T.S. STUD TRACK FASTENED W/ DN311*8 "HILTI" SHOTS a 16 O.G. TO CONCRETE SLAB OR W/ I" "S" SCREWS AT EACH TRUSS GYP. BIRD. 15/8" MTL. STUDS--/] ® I6" O.C. s SECTION A-12 FULL DROP CEILING DETAIL 1. PROVIDE SIGNED AND SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR ARCHITECT'S 3 APPROVAL. a 8. ALL VEGETATION AND OR:tANIC MATTER SHALL BE REMOVED PRIOR TO PLACING FILL z 9. PROVIDE TERMITE TREATMENT OF SOIL UNDER ALL FOUNDATIONS. PROVIDE PERMANENT TER ITE TREATMENT SIGN POSTED NEAR WATER HEATER OR ELECTRICAL PANEL AS PER SECTION 1042.1 AND 18 = C F$C. 2001 VJ 10. ALL WOOD IN CONTACT WITH CEMENTITTCUS MATERIALS SHALL BE PRESSURE TREATED. !1 ! l z O II. PRESSURE TREATED WOOD (MATERIALS) a/ w BORATE BASED PRESERVATIVE - FOR ABOVE GROUND APPLICATIONS THAT ARE CONTINUOUSLY f--4 W O U FROM LIQUID WATER o ENERGY NO I't E5: ENERGY a HANDRAIL. MOULDING COPPER BASED PRESERVATIVE - FOR RILL EXPOSURE 70 ABOVE GROUND, GROUND CONTACT, AND THE HOUSE MUST COMPLY WITH ALL PRESCRIPTIVE REQUIREMENTS FOR WINDOW, FRESHWATER APPLICATIONS. o Q W DOOR AND DUCTWORK INFILTRATION INCLUDES THE FOLLOWING REQUIREMENTS. ALL METAL PRODUCTS USED IN CONJUNCTION WITH PRESSURE TREATED WOOD SHALL BE IN ACCORD 0 0 WOOD— METAL ICKETS SPACED TO WINDOWS SHALL HAVE A MAXIMUM OF 03 GfIM. PER LINEAR FOOT OF OPERABLE WITH PUBLICIZED RECOMMENDATIONS OF THE METAL PRODUCTS MANUFACTURER AND PRESERVATIVE PRODUCTS. Z m REJEC A 4" P OBJECT SASH CRACK F SWING DOORS SHALL HAVE A MAXIMUM OF 05 CFM. PE SQUARE FOOi OF 12. ALL NAILS USED IN EXTERIOR APPLICATIONS TO BE HOT -DIPPED GALVANIZED. DOOR AREA INFILTRATION BOTTOM CHANNEL 13. PROVIDE SHUTTERS AND/OR IMPACT PROTECTION FOR ALL EXTERIOR WALL COMPONENTS AS PERK w UJI BOTTOM CAP. SLIDING GLASS DOORS SHALL HAVE A MAXIMUM OF 0 CfM. PER SQUARE FOOT P$C. SEC. 1606.1.4 AND 2413. SINCE THE ENTRY DOOR IS CONSIDERED AN EGRESS DOOR AND CANNON SHUTTERED, AN IMPACT RESISTANT DOOR SHALL BE PROVIDED. K l 1J� v O o OF DOOR AREA INFILTRATION 0 O a REFE R TO STIR, DR.U1C,'S ? 14. PROVIDE SCREENS FOR ALL WINDOWS AND SLIDING GLASS DOORS. 5 FORSAFEGUARD ' EXTERIOR JOINTS OR OPENINGS IN THE BUILDING ENVELOPE SHALL BE ATTAC:WMENT CAULKED,GASKETED,WEATHER-STRIPPED IN ACCORDANCE W/ SECTIONS 15. A. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM 1NSo F &%JABC.12.1 THROUGH (PoWABC.125 THE CLOSET. NI " < 5 Q HVAC DUCTS SHALL BE CONSTRUCTED IN ACCORDANCE! WITH INDUSTRY B. EVERY BATHROOM DOOR SHALL BE DESIGNED iO ALLOW OPENING FROM THE OUTSIDE DURD44 w STANDARDS AND THE LOCAL MECHANICAL CODE. DUG IN UNCONDITIONED AN EMERGENCY WHEN LOCKED. o E ARIE$ SPACE SHALL BE INSULATED TO A MINIMUM OF R=6A i z SEE PLAN c C. NO DOUBLE CYLINDER KEY LOGICS OR KEY OPERATED CHAIN LOCKS SHALL BE INSTALLED ALL PENETRATIONS AND JOINTS IN THE TOP PLATES EXTERIOR WALLS SHALL THE FONT ENTRANCE DOOR v BE SEALED 16 ALL BATHROOM FLOORS SHALL BE OF IMPERVIOUS MATERIALS. ALL SHOWERITUB WALLS SHALL B ya. STUD TRACK FASTENED W/ d AN AFILTRATION BARRIER SHALL BE INSTALLED IN EXTERIOR WALLS AND CONSTRUCTED IN ACCORDANCE WITH F.B.G. SECTION 12043 3 _ ON31P8 "HILTI" SHOTS ® 16 O.C. RAISED WOOD FLOORS. TO CONCRETE SLAB OR W/ I N� i � "S" SCREWS A7 EACH TRUSS 11 CONTRACTOR TO COORDINATE CLEARANCES FOR ALL SHUTTER ATTACHEMENTS PRIOR TO 3 u -THE CRACK BETWEEN EXTERIOR WALL SOLE PLATES A 10 FLOORS IN FRAME INSTALLATION OF ALL MOULDINGS, BRACKETS, PRECAST COLUMNS, ETC. IN THE EVENT OF CONFLICT, GONSTimICTION SHALL BE SEALED WITH CAULKING OR GASKET MATERIAL GYP. WALL BOARD - ° ........ NOTIFY ARCHITECT BEFORE PROCEEDING. o V MTL. STUDS ® 16" MTL. RUNNER ATTACHEDi O.C.TO BLOCK OR ALL PENETRATIONS, JOINTS AND CRACKS IN INTERIOR SURFACES OF CEILINGS 18 SLEEPING ROOMS REQUIRED TO HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING AS PER FJ59 SLAB W/ HILTI DN1258 POWER AND EXTERIOR WALLS SHALL BE SEALED INCLUDING T FOLLOWING OF N T M RE THAN 44 INCHES (Ilia MM) AFF DRIVEN NAILS ® 12" O.G. SECTION 9 COFFER DROP CEILING. A-12 I, SCALE 1/4"=1'-p" CHECKED BY DRAWN BY V DATE .ROB 0316 In SHEET A7 OF SHEETS COMPONENTS: WINDOWS AND DOOR FRAMES, ELECTRIC L CUTLETS AND SECTION 1005.4 SHALL: NAVE A MAXIMUM SILL HEIGHT O 0 SWITCHES, BASEBOARDS, ATTIC ACCESSES, AND RECED LIGHTING CANS. OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING AREA OF 5.1 SQUARE FEET (053 SQ. METERS z a FOR SECOND AND THIRD FLOOR OPENINGS OR 5.0 SQUARE FEEL FOR GROUND FLOOR OPENINGS. AL OPENINGS SHALL HAVE A MINIMUM HEIGHT OF 24 INCHES (610 MM) AND A MINIMUM WIDTH OF 20 INCHIR IO EXT. TYPICAL METAL ALL JOINTS IN DUCTWORK IN UNCONDITIONED SPACE ALL BE SEALED. (508 MM) 4-12 RA I L INCH 1� ALL EXHAUST PANS SHALL BE DISCHARGED OUTD00 . SEC. 5013 FLORIDA 19 OWNER TO COORDINATE TYPE, QUANTITY AND LOCATION OF BATHROOM ACCESSORIES, MIRRORS, a MECHANICAL CODE 2001 EDITION MEDICINE CABINETS AS WELL AS CLOSET, PANTRY AND LINEN SHELVING WITH CONTRACTOR z V i W Z THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 6 4/2 p9 MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. RAUL R SOTOLONGO REGIST. N" AR-7 7 1 2 SPANISH S TILE FOAM SYSTEM ON REVISIONS dBYwI - 90 "MIN. SURF CE' H07 MOPPED SPANI�H "S" TILE FOAM SYSTEM ON SPANISH "S" TILE FOAM SYSTEM ON INSULATION 15EE 2 'O�o-01-05 1 `0 �� TO 1 30" FELT T NTAGGED TO 19/32" TO 9O 30" FELTRT NTACxCnED TOFACE HOT I 19/32D 1 - 90 " MIN. 5URFAGE HOT MOPPED ENERGY GALLS.) Q % // //\\ \\ //� // //\\ \\// //\\ \\ O GDX PLYUJOOD $ IEATHINCz GDX PLYWOOD SHEATHINCs TO 1 - 30" FELT, TINTAGGED TO 19/32 " � z - - -co i- - - - III I_ I l 1, III ,I J III l l l TH SE PLANS AN — III III III l l l } -IIIIII=1 t=1=1 I- III1 t-1 -1=1 }-1=1=1 1 D ALL PROPOSED WORK -i 1-I hI=III=1 -,0 E SUBJECT fi0 ANY CORRECTIONS 0 0 R 4UIRED BY FIELD INSPECTO RS RS THAT U Z AY BE NECESSARY IN ORDER TO N C PLY WITH ALL APPUCA€LE CODES. w PARTY SEPARATION WALL 1HR. FIRE RATED. PART SEPARATION WALL IHR. FIRE RATED. PARTY SEPARATION WALL ]HR. FIRE RATED. i 5 CSON 3/45EC i SON &C;T SON /4 �� &ECT ION 3/4 w PARTY ,WALL A1 PARtY WALL A`13 P,4iRT-T- WALL A-13 EXTERIOR WALL SCALE CHECKED BY DRAWN BY DATE 00/05/04 JOB 031ro SHEET -113 OF SHEETS J 0 FIIR5T FLOOR 5T,4I1� � AN 1/2'' % i N -- — - ----- poi Q i 1 A Of TOP OF SLAB , ELEV=+10 -1 -- TOP OF SLAB T-1 % K .. RE DS. 2 LAND ING L ND ING" \ ��c ( Oz _ TOP OF DROP = S _ z z B OND --7 FF I_I LI—III III-1=1-1 _I 1= LI, -, I 1 1 11- &TA IR `SECT ION — UN IT >4 1 ,IIII LII Ills ll�l �III� IIII _ PARTIAL &TAIR SECTION 2 _ A14 UNIT—�4 A-14 6 I RE ADS 1 11=51 OI 3 2„ FOF� WOOD 5TAIR &EE &TAIR 1" IANUFACTURER LAN ING LANDING10 KEYNOTE& STAIRS &1—IOF DRAWING 3 1 z 1/2 1 ,7 1. CONCRETE SLAB (SEE STRUCTURAL DRAWINGS) A- FBC 1608.2 RAILING QI I z 1608.2.1.1 HANDRAILS SHALL BE DESIGNED AND CONSTRUCTED FORA � 4 2. 2'-10" HIGH GRASPABLE NAND RAIL ALL BEVELED EDGES TO BE CONCENTRATED LOAD OF 200 lb (890N) APPLIED AT ANY POINT AND xI N SANDED SMOOTH (SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO IN ANY DIRECTION. o PER STAIR TANIGArTURETR FABRICATION) PROVIDE WALL BRACING BEHIND HANDRAIL I 3 2 3 hiV M RE ER TO &40, 0�8 BRACKETS AND INSTALL AS PER MANUFACTURERS 1608.2.1.3 LOADING CONDITIONS IN 16082.1.1 SHALL NOT BE APPLIED of w O - RECOMMENDATIONS. SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE MAXIMUM ¢ STRESS IN EACH OF THE RESPECTIVE COMPONENTS OR ANY OF THE co 3. STEEL COL. (SEE STRUCTURAL PLANS) SUPPORTING COMPONENTS. ELEV. In 4. BEAM ABOVE_ (SEE STRUCTURAL PLANS) 1608.2.2 GUARDRAIL SYSTEM DESIGN AND CONUCTION STRUCTION � 3 160822.1 GUARDRAIL SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 lb (OSON) APPLIED AT ANY POINT 3 HANDRAIL D TAIL N.T.S. NOTE: CONTRACTOR TO COORDINATE &TAI AND IN ANY DIRECTION At THE TOP OF THE GUARDRAIL. DN 2 AT WALL LAYOUT WM4 &ELECTED FINI&H THICKNE&&. 1608.2.2.3 THE GUARDRAIL SYSTEM SHALL ALSO BE DESIGNED AND < A-14 CONSTRUCTED TO RESIST A 200 lb (890N) CONCENTRATED HORIZONTAL OR STAIR FORM LA 15T TO 2ND FLOOR. LOAD APPLIED ON A 1 Ft SQUARE AREA AT ANY PONT IN THE SYSTEM INCLUDING INTERMEDIATE RAILS OR OTHER ELEMENTS SERVINGS THIS a THIRD F TA P � � N 1/ OO n' 2RC14 1/4) + 1 1 1 _ C10) - 2 1/4 PURPOSE. THESE PLANS AND ALL PROPOSED WORK 1608.2.2.4� LOADING CONDITIONS IN 1608.2.2.1 AND 1608.2.2.3 SHALL NOT W a ------ &TA IR FORM LA 2ND TO 3RD. FLOOR. ARE SUBJECT TO ANY CORRECTIONS BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO a 2RC14 �/8 ) + 1 C1O ) = 2 �/8 REQUIRED BY FIELD INSPECTORS THAT PRODUCE MAXIMUM STRESS IN EACH OF THE RESPECTIVE COMPONENTS w MAY BE NECESSARY IN ORDER TO OR ANY OF THE SUPPORTING COMPONENTS. COMPLY WITH ALL APPLICABLE CODES. III REVISIONS BY z w 2 Oio-O�-05 Cl2. o U O 2 Q 2 O N C W a S1�3111-]3dv:p0 2101 O" I_ !V,\ O U Z O Q z O o J � rc Ow a Z Om 3 N z m 0 f- z 4 F Q_ F. 3 rc w w 3 w a Z T K O � Z w , U O O /\JR I w U— fW'J Q S U O }—{ w V 0 O co w m W U ® ® o c ® n I1J1— Z a N U aZ J w z a w SCALE I/2��=1�-O" CHECKED BY DRAWN BY DATE 0d./16/04. JOB 0316 SHEET 114 OF SHEETS RAUL R. SOTOLONG REGIST. No AR-7 7 1 U�\ 1 1/2" x 3/4" BOTTOM CHANNEL N.T.S fRA IL INCH + POST 1 1/2" x 3/4" BOTTOM CHANNEL REFER TO 5TR. DRWG'S FOR SAFEGUARD ATTACHMENT NOTE: C NTRACT R TO COORDINATE STA IfR LA TOUT ITH SELECTED FINISH THIC<NESS, KE'1 NOTE : 5T,4lRS 'a � ATTATGHMENT PE MoWWR I. 3'-6" HIGP AFEGUARD TO MEET FBC CODE REQUIREMENTS. TOSH F M TO BNOP DR�K38 SPECIFIEDBE OW WITH PICKETS TO REJECT A 4"0 OBJECT AS PER SECTION 1015.3 (SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW a PRIOR TO FABRICATION) 2. CONCRETE 5LA5 (SEE STRUCTURAL DRAWINGS) 3. CONCRETE BEAM (SEE STR DRAWING'S) A-115 / HANDRAIL DETAIL N. 1 4. GRASPABLE HAND RAIL ALL BEVELED EDGES TO BE SANDED AT WALL SMOOTH (SUB IT SHOP DRAWINGS TO ARCHITECT PRIOR t0 FABRICATION PROVIDE WALL BRACING BEHIND HANDRAIL PRACKETS THESE PLANS AND ALLFROPOIg€ AND INSTALL S PER MANUFACTURERS RECOMMENDATIONS. ARE SUBJECT T ANY CORR REQUIRED BY FI . IWWON 5. STEEL COL. (SEE' STRUCTURAL) MAYBE F l�YPLYMI'It'N � ng 6. BEAM ABO E. (SEE STRUCTURAL) TOP OF SLAB ELEV= TOP OF SLAB jk ELEV= FINISH FLOOR ELEV=+O'-O''' U O Z 6 Z O N N Z K W d w 3 p a N U Z Z Q m O W W K W w N rnrn _ N 0) W 0) cy) o 3 cY 0) O > r- L0 0 N' r,) O 0) i �I....� u/ W N. (n _ m W v z T O Lo 0 U o E z J Q - QI z Q G- Q E Z O:�i W LL O W � w U (D O p p Z O 10 N Sl��lIH3dV:®- O wo z 0 OU 2 Z Op 5%/ J � K O w d z ~ k 03 H z z i m 0 N F O x 3 K w d--A--4 K w V / p � o w i �t A° W i-1 tj (� U K O p Q U U y m V K R . O \Te1 � F w Q � VOL 3 O m O p � Q FBC 1608.2 RAILING �' g 1608.2.1.1 HANDRAILS SHALL BE DESIGNED AND CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 Ib (890N) APPLIED AT ANY POINT AND o IN ANY DIRECTION. � d W w 1608.2.1.3 LOADING CONDITIONS IN 1608.2.1.1 SHALL NOT BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE MAXIMUM, O N STRESS IN EACH OF THE RESPECTIVE COMPONENTS OR ANY OF THE N SUPPORTING COMPONENTS. 1608.2.2 GUARDRAIL SYSTEM DESIGN AND CONSTRUCTION o��' w a K aR 16052.2.1 GUARDRAIL SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED', I FOR A CONCENTRATED LOAD OF 200 lb (890N) APPLIED AT ANY POINT'. SCALE 1/2"=l'-0" AND IN ANY DIRECTION AT THE TOP OF THE GUARDRAIL. o } CHECKED BY 16082.2.3 THE GUARDRAIL SYSTEM SHALL ALSO BE DESIGNED AND IK CONSTRUCTED TO RESIST A 200 lb C890NJ CONCENTRATED HORIZONTAL o u DRAWN BY LOAD APPLIED ON A 1 ft SQUARE AREA AT ANY PONT IN THE SYSTEM 5 DATE 04/16/04 INCLUDING INTERMEDIATE RAILS OR OTHER ELEMENTS SERVING THIS � J PURPOSE. o JOB 0316 16082.2.4 LOADING CONDITIONS IN 1608.2.2.1 AND 1005.2.2.3 SHALL NOT 10 SHEET w m BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE MAXIMUM STRESS IN EACH OF THE RESPECTIVE COMPONENTS LL OR ANY OF THE SUPPORTING COMPONENTS. 0� of SHEETS' o 1 ///. Ji u j ATTACHMENT TOP OF FINISH FLOOR ELEV=+O1-0 FINISH FLOOR ELEV=+0'=0" STOIII H:DdV::I OZO N 0U O 2 a 02 z J z 0 w a z 03 N z 4 r m O I— z —A f III -III - -:�._ ul I_�-II I II 1111 II I II I LI III —III —I I I_I I I I I 1=1 — 1 III_, ;III 1 III ,III 1-111= —�-I U TAIR SECTION - UNITC WeAFEC [)ETA L N.T.S UAIRD RAILINe + R05T cD FOR WOOD STAIR S E STAIR 1" 1ANUFACTUfRER 0 NO AUJIN S P D C-�S R STA I F MU �4 1ST TO 2N F OD O R R L D L R a 2R(14 1/4') + 1TE1011) = 24 1/4'' ® ® IL FBC 16052 RAILING 1608.2.1.1 HANDRAILS SHALL BE DESIGNED AND CONSTRUCTED FOR A �I U STAIR F fK 1ULA 2ND TO 3RD. FLOOR. CONCENTRATED LOAD OF 200 lb (890N) APPLIED AT ANY POINT AND o 2R(14 I/ ") + `1TNO''I) 24 1/8" IN ANY DIRECTION. � <1 '2v 1608.2.1.3 LOADING CONDITIONS IN 1608.2.1.1 SHALL NOT BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE MAXIMUM NOTE: C.NTRACTOR TO GOORDINATE STAIR STRESS IN EACH OF THE RESPECTIVE COMPONENTS OR ANY OF THE LAYOUT I U IT 4 S L E CT F IN ISN T+� I KN SS SUPPORTING COMPONENTS. N E ED ATTATCHMENT PER 81 MANUFACTURER REFS AIR 1(o08.2.2 GUARDRAIL SYSTEM DESIGN AND CONSTRUCTION 3 KEYNOTES' : STAIRS TO BNOF' DRws o NDI' 1608.2.2.1 GUARDRAIL SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED 3 4 FOR A CONCENTRATED LOAD OF 200 lb (890N) APPLIED AT ANY POINT = z I 1. 3'-6" NIGH SAFEGUARD TO MEET FBC, CODE REQUIREMENTS. AND IN ANY DIRECTION AT THE TOP OF THE GUARDRAIL. o r 0 A 16 SPECIFIED BEL DW WITH PICKETS TO REJECT A 4"0 OBJECT AS PER m 4 SECTION 1015.3 SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW 1608.2.2.3 THE GUARDRAIL SYSTEM SHALL ALSO BE DESIGNED AND o PRIOR TO FAB IGATION) CONSTRUCTED TO RESIST A 200 Ib (SSON) CONCENTRATED HORIZONTAL 07 LOAD APPLIED ON A 1 Ft SQUARE AREA AT ANY PONT IN THE < 2. CONCRETE S AB (SEE STRUCTURAL DRAWINGS) .SYSTEM INCLUDING INTERMEDIATE RAILS OR OTHER ELEMENTS SERVING THIS HANDRAIL DETAIL N.T.S. PURPOSE. 3. CONCRETE AM (SEE STR DRAWING'S) AT WALL" a 1606.22.4 LOADING CONDITIONS IN 1606.2.2.1 AND 1605.2.2.3 SHALL NOT 4. GRASPABLE HAND RAIL ALL BEVELED EDGES TO BE SANDED BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO SMOOTH (SUBMI SHOP DRAWINGS TO ARCHITECT PRIOR TO THESE PLANS AND ALL PROPOSED PRODUCE MAXIMUM STRESS IN EACH OF THE RESPECTIVE COMPONENTS LL FABRICATION) ROVIDE WALL BRACING BEHIND HANDRAIL BRACKETS WORK AMC SUBJECT T OR ANY OF THE SUPPORTING COMPONENTS. UNU C SCALE 1/2"=l'-O" CHECKED BY DRAWN BY DATE 04116104 JOB 0316 SHEET r OF SHEETS AND INSTALL A PER MANUFACTURERS RECOMMENDATIONS. 0MIT'CORRECTIONB REQUIRED BY FIELD INSPECTORS THAT 5. STEEL COL. (SEE STRUCTURAL) MAY BENECESMIN ORDER TO COMPLY WITH ALL APPLICABLE COOa, 6. BEAM ABOVE. (SEE STRUCTURAL) 005 I�r !II RAUL R SOTOLONGO REGIST. No AR-7 7 1 23'_4n O ECsRES� 24 F 8 - -- --- OV. Ph S E_g GJIL LICE" V 8 O ESS 4 43 BEDROOM 4 A-12 ' 14'_8" �. ARPEIr 20 i 4' I-5 " ,u N A-13 � 33 45 t 24 3a D 3'_ -4 OLEV v4'-3' °' 1;6 20 ILL JARPEf. ILEB_ICL Ink -1'-I 0 A-1�3 -- L °- -- -- BUJ �DRoOo�r13' -- -M -----K1fi77LP�'qF/021C- 4C- '_4"g - L�ov 5,4 -- 1, 'CONY- I'_4" A A-9 4'-41/2" 2'-3 A-ALL A-9 _a' III a„ 11'-O 23'-4" T- - 28 38 --P 0 38 II �' II ' iL- I 10 _O 3'- ' 4" 4" AWE c.ILE 35 I-5 = OM r 28 38 N 4" 19 �'_I 1 1 4" L3'- ..8.. —Vnj ATH n 7 7 (+10'-o") 12 L4i AD-13 _ _I. 4 B � BA CONY 29 AA ', A9 A A-9 1'-4" 4'-4 1/2 2'-3' 4'-4 I/2" 6 1/2" 23'-4" l 15' - 4" A Al -= '? OPTION IN LIE OF G' SECOND FLOOR FULLBATH IN LIEU OF POWDER 5ATH ON SECOND FLOOR .�,,,✓v.,,a;. 1 _— _ __ AZALEA 4RE,4 SUM ARC 2 <1 11-o' a r32 0 /C, FIRST FLOOR 675 S.F. AP-1 c,;=rnllljD FLOOR 900 SF o o /C THIRD FLOOR 'i A -A A OTAL A/C AREA 2,3 A-9 OV. ENTRY I -4-C 4'_0„ 2CC ill -all OV PATIO 231_4 ndIFLOOR BALCONIES OV. BALGONY 3rd FLOOR TOTAL AREA 2,853 S.F. BEDROOM 4 ON FIRST FLOOR 1A T1AL FLAN 1/011 90 S.F. G 5 S.F. 53 S.F. C 3 S.F. 42 S.F. 8a S.F. 42 S.F. REVISIONS BY 2 Ow-01.-05 GR- m W 0 o LJ cy) (f) oo 0 z io (0)i 0 O o N rD O I— 0 In O L( � mn -Li � n `II z m `' Ln w o _ � w 0 v _ 0 z J w U O a ox z Q = xx'I 0- I. o u (D W < O 1 0 z J O 0 vj z a i+ ® o U O /Ja ' I • n U Z U �^ 1 P w O :::3t a m V i o z CD d O U \I o Q � a O x W N W //L � z d n LL THESE PLANS AND ALL PROPOSED WORE u a ARE SUBJEC T TO ANY CORRE CTIONS CTI ONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICA01V COOFS OPTIONS SCALE 1/4°=11-O" CHECKED BY DRAWN BY DATE 05/25/04 JOB 031� SHEET AO I OF SHEETS RAUL R SOTOLONGO REGIST. No AR-7 7 1 2 1" ,_f1,141, EL V LL II 431 1 I 1 111 -3 4 IS 31_ 11 I an 11 O' I 1 II — tp `r 2� EGRESS v — O i _ � 11 1 d//�4p.1�///�%�%/l .��/��N� ✓ W 1 II 11— 14'- o COV. TERR CE - I o fi I v d q.. y✓ �� .� A �i 2 CAR CAAMmmhil A-13 v a-vq_ p•l3 -� 53 �� O i - 201_OII 811 N FOR ay to EI----- �m "I-- - 5c0 �31_8111 4' 2 I >>" i'Ico 1 m_ I 2 -3 I _8 zl 311 S 28 rn — 71_311 /_1-21i �I� 11_�1 31-01, II_01 1, I 211 OII 51 OII ii.,. ,W. `r sy✓ -V /' I i c,,w2mwmM — M M M _ ,. I i nnnn noel uic� 7d SIDE r-;ARArzE DOOR LOCATION o C= o US R ON FIRST FLOOR FA FRTLZ L FIST FLOOS FLAN ]/all 5EACH5ERK2 BEACNBERFRY II AREA 5UMMARY A/C FIRST FLOOR 590 S.F. A/C SECOND FLOOR 1030 S F z S10111H-0dV:m- 0z 'n l:J z o U Z O W a Z z J OW � 1 03 N � z m 0 N 4 5 0 3 s w x I'� A i & z z � OL o Q -A V w I--4 ttj Q o U > O /JLfu UL o W \ a yyyy W V 0 ,/�1(�� vua O W m u® j �iJ1—IF •(e O W 6 A/C THIRD FLOOR 101 S.F. 3 o w o Q TOTAL A/C AREA 2,327 S.F. i COY. ENTRY 39 S.F. �I a 2 CAR GARAGE 434 S.F. a W COV. TERRACE -14 S.F. COV. BALCONY 2nd FLOOR -14 S.F. w COV. BALCONY 3rd FLOOR 14 S.F. WI z TOTAL AREA 3.022 Sp N a 3 M } m X O'. r U z a i N r a THESE PLANS AND ALL PROP0119 WON ARE SUBJECT To l§N§ REQUIRED BY I TM11 I, u W a a w 0 `z t- x Y O x z w a W X W 0 W MAY BE MUSM M UMM 79' 0 11V'la1 S SCALE CHECKED BY DRAWN BY DATE 05/25/04 JOB 031(0 SHEET -.l OF SHEETS 6/1 /2005 RAUL R SOTOLONGO REGIST. No AR-7 7 1 2 CUP 3 III 3'-G�j 1' O' W CQ I R G S E S E 2 l O^ � C) I 24 O N G) --- --- -- Q I� Cov. TERRA E _ a N all i 8' -- --.-8 -2 -- l 8" 14'-l' co 17 Ln O O 2a o N O J N wIlk = I— 0 j In W I / I 43 �i O L W ro S i O ro J LL W O U - b — z J Q O z Q O' 7 0 E36NUS ROOM 1 o :E W IXQ O IC '-1 1/2" PLC,. !+9'-5'7 8'-4 1/2" n W O _ � Ld O 8'-1 1/2.1 2" ARTIAL SEGONI ELOOS ELAN 0�� O 5I -�,iiyil �i� rr 37 53 C13 E-I c 4 l I I A THESE PLANS AND ALL PROP03, ARE SUBJECT TO ANY CM REQUIRED BY FIELD 19pool MAY BEN IN OM COMPLY 11111H RISEN Q r-1301. HI.l o ccl ` a w z O w m inOf Q ( J) o o z w fy a o v l 1 p a O `A � m a z 0 a o V zi U < N OPTIONS SCALE CHECKED BY DRAWN BY DATE DrJ/J /04 JOB 031 ro HEET \AO—. • OF SHEETS 6 4i2\©5 w w x _z m x u RAUL R SOTOLONGO REGIST. No AR-7 7 1 z z 0 z z r I ------------- ------------ -- -------- ELEV=+31'-10'' I I H --)dV on 0 r------- ------ jo ------------ ------------ F F - - - - - - - - - - - F - - - - - - - - - - - - F - - - - - - - - - - - - - 0 zw 24 [2 z z 12 2 0 7F zr 7m T777 �N 0 z 7 6 12 12 �4.54�51 0 L TOP OF ,A --------------- E2 -F-1" D2 LELEV=+25LO5 zy 7g'oTOF OF T-B TOP OF eL45 ---- ------ --------- �EL E V=+21'-10" rLEV=+20'2" 4 ELEY=+20-2 x---- ------- ------ 3--- ------------- 52 L Q 4 TOP OF SLAB 23 21 TOP eLA5 23 --- ------------ . . . . . . gj-� TOP Or SLAB --------------- 7�r ELEV= +101-1. -------------- ----------- L 21 4 5 614 t 2OPid :1 L 23 FIE, FINISH FLOOR? FINISH FLOOR c r- FINISH FLOOR rLE L — — — — — — — — — j ELEv=+0'-0" 5EAC�45ERR�- 11 c: V LL EIRONT ELEVATION S�IG�4T ELEVATICN LL U. A2 2 UNIT BLD. SCALE CHECKED BY DRAWN BY DATE 02/0e/04 JOB 0316 SHEET Am& AO�2a OF SHEETSI 12 4.5 oL TOP OF BEAM ELEV=+34'-ioii TOP OF BEAM O rc II MAYBE NECESMINMERTO 4/2005 RAUL P, SOTOLONGO REGIST. No AR-71711 21 Design No. U338 Nonbearing or Bearing Wall Rating - 1 HR. (See Items 2 and 2A) Finish Rating - One Layer of Wallboard , Min. 20 Min. Two Layers of Wallboard - Min. 59 Min. HORIZONTAL SECTION 1. Wood Studs - Nom 2 by 3 or 2 by 4 in., flat wise, spaced 24 in. O.C. max, effectively firestopped. 0 2a 3 2. Wallboard Gypsum* - For Nonbearin Wall rating - One layer of 5/8 in, thick, 4 ft. wide wallboard each side of studs. Wallboard or lath applied horizontally or vertically with vertical joints centered on studs, d nailed to studs and bearing plates 7 in. O.C. with 6d ce ent coated nails, 1-7/8 in. long, 0.0915 in, shank diam. and 1/4in. diam. head. As an alternate, No. 6 bugle head drywall screws, 1-7/8 in. long, may be substituted for the 6d cement coated nails. See Wallboard, Gypsum* (CKNX) category for names of Classified companies. 2A. Wallboard, Gypsum* - Same as Item For Bearing Wall rating - Additional layer of 5/8 in. thick 4 ft. wide wallboard each side of studs. Attached to studs over inner layer 8 in. O.C. max, with 8d cement coated nails, 28 in, long, 0.113 in. shank diam. and 9/32 in diam. head. 3. Joints and Nail Heads - Wallboard joins of outer layer covered with tape and joint compound. Nail heads of outer layer covered with joint compound. As an alternate, nom 3/32 in, thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseb ard. 4. Batts and Blankets* - (Optional) - max glass or mineral fiber batt insulation. See Batts and Blankets* (BZJZ) categor Classified companies. *Bearing the UL Classification Marking 1 in, thickness r for names of Preset Systems sire PenP retor" Petci S "C=1" "C-2" SYSTEM A-13 &e C SYSTEM A-B &c ''C FOR POURED IN FOR CORED HOLES a PLACE CONCRETE Q „A_1„ „B-1; „A-2„ „B--2" CORED HOLE a a a FOR Q MASONRY as ° Q WALLS a Q a „ „ A-2 Q SLEEVES & EIRESTOPPING POURED Use ProSet "Firestop Penetrators," U.L. classified in the Building Mat rials Directory, IN PLACE tested by ASTM E814. Use all applicable pipe penetrations through fie rated, walls or floor ceiling assemblies in accordance with the manufacturers inst uctions. A-1 A. Use System "A" Penetrators for water lines, heating and cooling I nes,fire standpipe, and sprinkler lines and electric and 'communication conduit. B. Use System B Penetrators for cast-iron DWV pipes connecting tacks, and drains. C. Use System "—C" Penetrators for plastic D WV pipes connecting s'ta ks and drains. 1. - _ Use Cast in couplina Penetrators for p ured in_ place concrete' wi h metal. or wood forms. ««c«cuac S13111HOdVONNE OW 2. Use Cored hole coupling Penetrators for cored holes through conc ete floors ;A-3" O and walls. ««ccccuac z = STEEL 0.2 3. Use Split Wall Sleeve Penetrators for sl eving pipes through gypsurn walls. SLEEVE -' O a System "A" UL = File R10338 Project 83Nk2 827 OR z System "B" UL File R10338 Project 82NK2 D16,82NK24827 GYPSUM 0 System "C" UL File R10338 Project 83Nk2 827 WALLS c w o 3 i y Q o I a w a _l o > >- a I , LLI !� a w U 4 - m r. s ill � o _ 5 V CL w � � w i O W 0 SCALE } CHECKED BY m 0 DRAWN B W Y Z DATE C2 ` o JOB Of a SHEET THESE PLANS ARZ ALLPHDPof go Aa ARESUBJ€CTTOAXyCQ A PO $ LL AEQUIRMAYS awyn tH fT EpCYA C09PLY*tP AU 1f r S . 0 a r EAST RIGHT—OF—WAY INE �7 — Fd. Department of Natural COASTAL CONSTRUCTION Resources P.R.M. 94-77—A08 CONTROL LINE � — N 25'38'49" W 958.66' (M) 763.79' (M) 194.87' (M) STATE ROAD A-1—A — (100' RIGHT—OF—WAY) ASP / ON „1r+ fC _ o T PAVING c Fd. Fd. Department of Natural Resources P.R.M.94-77—A09 50.00' 7 ommencement --- 50.I 00' BENCHM---------------------------- --------------SITE ----------f----EXIST. 8" WM------------------------------------ 2' 00"E 'Willy_ V \1,k - lvviwcv W. BUSSELL, P.S.M. FLORIDA CERTIFICATE NO. 3858 Fd. 1/2" IR & Cap LB No. 6419 ELEV.=4.21' EAST RIGHT—OF—WAY LINE -� — — �273.25' _ -----------------------'' �---- 1 S ,-------------------------------------------------8" SAN------------------ can \ \ rn m EXIS NG SAN. MH \ a c5 RIM L.= 4.95 6.45 s 40 \ ASPHALT PAVING f7 \ 6.28 0 \ I \ SINGLE SEWER PRDPasED � � SERVICE (TYP.) PAVER DRIVE . 24 , 2 00 91.33' PAVER DRIVE c \ POINT OF BEGINNING PROPOSED - .� PROPOSED SINGLE WATER 21.33' - o 11.67' m 21.33' \\- (TYPICAL) �I PHASE 11 SERVICE (TYP.) CO rn Cn 0000 Iv g PHASE 10 p p N 5'OW DOIJFiLE SEWER I w COVERED SERVICE (TYP.) I ENTRY I 11.00' I PROPOSED I 13 STORY C.B.S1 I BUILDING C A B PROPOSED F.F.E. = 8.50 I I a.oD• I ,N PiI�U 91.33' N S24°32'00"E s DRY DETENTION THESE PLq S AND ALL PROPOSE ARE SUE,1 CT TO ANY CORREC CORK REQUIRED Y FIELD INSPECTORS THAT MAYBE CESCA YINORDERO COMPLY wri ALL APPLICABLE CC we FILE REF. FIELD BK./PG. 03-041. SP. .............................................. PHASE 11 .............................................. CULPEPPER & ..... I ................. ....................... C .............................................. TERPENING,INc. I E .............................................. CERTIFICATION No. LB 4286 I Nl� IV 5.0 N OJ . i w to 10.42' 8.00' m COVERED PATIO o 6.00 SfORM ST, LUCIE COLNTY FIRE DISTRIC'i REVIEWED FOR CONIPLIANCE SLBJEC'T TO FIELD LNSPECTIONTS SEE ATTACKED REN'ISIO ' SH- RED rEVED 8Y:_T� DATE: 40 GRAPH 0 ( IN FEET ) 1 inch = 20 ft. 20 40 LEGEND Bc ABBREVIATIONS It DENOTES P.B. DENOTES PLAT BOOK CENTERLINE SEC. DENOTES SECTION (P) DENOTES PLAT DATA TWP. DENOTES TOWNSHIP C DENOTES CALCULATED FROM FIELD MEASURMENTS RGE. DENOTES RANGE (D) DENOTES DEED OR DESCRIPTION DATA PG. DENOTES PAGE (M) DENOTES BASED ON FIELD MEASEURED DATA COR. DENOTES CONER (D.O.T) DENOTES THE FLORIDA DEPARTMENT OF TRANSPORTATION P.C.P. DENOTES PERMANENT CONTROL POINT (U.S.) DENOTES ORIGINAL U.S. GOVERNMEN i FIELD SURVEY DATA P.R.M. DENOTES PERMANENT REFERENCE MONUMENT (S.R.D.) DENOTES STATE ROAD DEPARTMENT DATA CH DENOTES CHORD DATA FD. DENOTES FOUND N & TT DENOTES NAIL AND TIN TAB I.P. DENOTES IRON PIPE U.E. DENOTES UTILITY EASMENT L.W.P. DENOTES LITERED WOOD POST P.P. DENOTES POWER POLE 1. R. DENOTES IRON ROD No. DENOTES NUMBER C.M. DENOTES CONCRETE MONUMENT BLVD. DENOTES BOULEVARD CONC. DENOTES CONCRETE 0 H DENOTES OVERHEAD R/W DENOTES RIGHT OF WAY D.B. DENOTES DEED BOOK A DENOTES CENTRAL ANGLE PK & D DENOTES P.K. NAIL AND DISK R DENOTES RADIUS M.C. DENOTES MARTIN COUNTY L O.R.B. DENOTES DENOTES ARC LENGTH OFFICIAL RECORDS BOOK C.M.P. DENOTES CORREGATED METAL PIPE pd DENOTES WATER VALVE R.C.P. DENOTES REINFORCED CONCRETE PIPE ® DENOTES WATER METER No ID r DENOTES DENOTES NO IDENTIFICATION NUMBER SEWER VALVE 0 DENOTES SET I.R. & CAP D4 M DENOTES LIGHT POST X.XX DENOTES FINISH GRADES GENERAL NOTES 1. The bearings shown hereon are referenced to the Coastal Construction Control Line as recorded in Plat book 26, page 26, public records of St. Lucie County, Florida. (Bearing from DNR Monument 94-77—AOB to DNR Monument 94-77—AO9, having a of N 25'38'49" W, as calculated from State Plane Coordinates given for said control). 2. Underground utilities have not been located on this survey. 3. Flood Note: By graphic plotting only, this property is in Zones "AE (EL 7 through 10)" and Zones "VE ( EL 10 through 14)" of the Flood Insurance Rate Map, Community Panel No. 12111CO303 G, effective date of August 19,1991 (revised 11/4/92). The exact designaticn can only be determined by an elevation certificate. 4. Elevations shown hereon are proposed and based on approved engineering plans prepared by this office and referred to NGVD 29. LEGAL DESCRIPTION PHASE "11" Being a parcel of land lying in Section 22, Township 36 South, Range 41 East, St. Lucie County, Florida, more particularity described as follows: Commence at the intersection of the East right—of—way line of State Road A-1—A and a line parallel with and 7,295.02 feet Northerly of (as measured at right angles) the South line of Section 27, Township 36 South, Range 41 East; thence N 24'32'00" W, along said East right—of—way line a distance of 273.25 feet; Thence N 65'28'00" E a distance of 56.00 feet to the POINT OF BEGINNING of the following described parcel; Thence N 24'32'00" W, a distance of 91.33 feet; Thence N 65'28'00" E, a distance of 62.00 feet; Thence S 24'32'00" E, a distance of 91.33 feet; Thence S 65'28'00" W, a distance of 62.00 feet to the POINT OF BEGINNING. Containing 0.130 acres, more or less. CONSULTING ENGINEERS — R E V I S 1 0 N S— BY DATE BY DATE .................F�E.o................ .............. SITE PLAN — PHASE 11 LAND SURVEYORS CALLS. .......................................... 2980 SOUTH 25th STREET DRAWN RD 08-11-04 ............................................................................................................ FORT PIERCE, FLORID64-35A 34981 DETAILED PREPARED FOR (772)— 464-3 537.............................................................................................................L�.*o* ..................... 11 OCEAN BAY VILLAS ...................... APPROVED DATE: 08-11-2004 HORIZ. VERT. SCALE: 1" = 20' SCALE: N/A JOB No.03-041 SHEET 1 OF 1 SAND DOLLAR SHORE5 CONDOMINIUM ZONING = HIRD LAND USE = RM 5' OPAQUE FENCE 5' OPAQUE FENCE 5' OPAQUE FENCE _ — ——EXISTI- ASPHALT PARKINCs 6'a / FINISHED FLOOR / 24 23 22 21 CLUBHOUSE FINISHED FLOOR / / EXISTING LIFT STATION i (2,500 SF.) ( ELEVATION 0.0', TYP, ELEVATION Sff, TYP. / I — EXISTINGa ASPHALT PARKING EXISTING TENNIS COURTS L /// ® \ �.-------„pg A]hX3 __----___-($�l •— .— --.--. •6 LNIDBCApE OFFER .. — — / PROPOSED 5' SIDEWALK Ia ZONING = HIRD / / 2g — — — — — — —� \` PROPOSED 5' SIDEWALKS ® 1 2 3 4 LAND USE = R/C / PROPOSED 4' FENCE t56c5 �'•' "��♦ ♦• �i�� . .• �.AS.Gc. tc�i.�. .♦.Gard .ia�:�VOW <yv♦ � ♦ ,��. •�i♦ �i�y� y��a �i♦�; -- ii�s I • �I, r�vr;Y 1 �h�♦ i Y � g2 �� r♦ `�`q•, h ,♦ crew vI i♦ % S vc �- c c c v �i�s' K c � v v. r. • .`..��? ���. ,.c .�� �c tiS� d�i2 �i�i� 4�S♦R Z:♦�c� Z�c%♦.� c♦�. `��?. ♦r��S 7 � � ��S �_ ��s :�'R�j'� .mow.LcG♦Gi a�cGv. ,►Siii'♦`-i, %ic �.t�� S�1 v. ��� dic♦i i���;��1v� 4,,yi h'c� cici�d Vic. - - • - • e • - . - � ZONING I LAND USE = R/C GENERAL NOTES: 1. TH15 IS A MAJOR DEVELOPMENT PLAN TO BE APPROVED IN ACCORDANCE WITH HUTCHINSON ISLAND RESIDENTIAL DISTRICT REGULATIONS. EACH 2-UNIT BUILDING SHALL CONTAIN A TOTAL OF 2,145 SQUARE FEET. 2. EACH 3-UNIT BUILDING SHALL CONTAIN A TOTAL OF 3,130 SQUARE FEET. g BUILDING HEIGHT TO BE CALCULATED BASED UPON ESTABLISHMENT OF MINIMUM FIRST FLOOR ELEVATION AS DETERMINED BY FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. MAXIMUM HEIGHT 15 40 FEET. THE PERMANENT SIGN SHALL BE IN COMPLIANCE WITH ST. LUCIE COUNTY 4.SIGN CODE ORDINANCE, SECTION 9.01.01(C) OF ST. LUCIE COUNTY LAND DEVELOPMENT CODE. THE TEMPORARY SIGN SHALL BE IN COMPLIANCE WITH ST. LUCIE COUNTY 5. SIGN CODE ORDINANCE, SECTION 9.01.02(A) OF ST. LUCIE COUNTY LAND DEVELOPMENT CODE. 6. ALL LIGHTING SHALL BE IN COMPLIANCE TO ST. LUCIE COUNTY LIGHTING ORDINANCE AND IN FDEP REGULATIONS. �• LIGHTING AND OTHER DEVELOPMENT ISSUES SHALL BE IN COMPLIANCE WITH THE SEA TURTLE PROTECTION ORDINANCE FOUND IN SECTION 6.04.02 OF THE ST. LUCIE COUNTY LAND DEVELOPMENT CODE. g CONSTRUCTION WILL BEGIN IN MARCH OF 2004 AND COMPLETION WILL OCCUR IN JUNE OF 2005. Scala raw-0' Drawn by: JK Checked by. -GB CADD No- B659-Lf Data 0&1903 1 _ 110.0103 I Rev. per client 4 St. Lucie No. I Date I Description of Revision l32 SF OT��FIT_ M4X_) - • — 30' VISIBILITY TRIANGLE (TYP.) STATE ROAD A-1-A DEVELOPMENT TEAM PROPERTY OWNER: JOSEPH 4 SHAR N BRYAN 3003 ST. LUCIE BOULEVARD STUART, FL 349 -I AGENT: TERRY L. VIRTA 4 ASSOCIATES 3101 PARK AVENUE RIVIERA BEACH, FL 33404 ENGINEER: CULPEPPER 4 t RPENING 2980 SOUTH 25th STREET FORT PIERCE, FL 34982 ARCHITECT: SOTOLONGO ARCHITECTS 10630 N.W. 21TH 14PTREET MIAMI, FL 331-12 LANDSCAPE ARCHITECT THOMAS LUCIDO 4 ASSOCIATES 100 AVENUE A, S (TE 2A FORT PIERCE, FL 34950 SURVEYOR: CULPEPPER 4 TIE RPENING 2980 SOUTH 25th STREET FORT PIERCE, FL 34982 UTILITY PROVIDER: ST. LUCIE COUNT UTILITIES (SEWER) CITY OF FORT PI RCE (WATER) colllment8 CC) 1998 TIMSEPLANS ANDTHEINFORMATION SHOWNFOUWARETHE PROPERTY OF THOMASVI LUCIDO&ASSOCIATES, PA. AND REPRODUCEFONS, DISCLOSURES OR USE TIffitEOFINWHOLFOR CO 0 25 nC CO INPARTISEXPRESSLY J nRO�ffiTED WTTHOUT SITE DATA: PoPoSED — — — — — — — — — _ _ _ PROPOSED POST LIGHT \ PEDESTRIAN —_ pROPOS P 5' SIDEWALK SSSWALK (ILLAGE GARDEN DRY RETENTION ) L If. ..>�. �• `S�icia i���r: c ii ��� .`i NECESSARY AFTER CONSTRUCTION (TYP.) ZONING = U MINI. SETBACK €+;EQ, LAND USE = R/C CNR SIDES i\j G j E,Ii TOTAL SITE AREA: 8.61 ACRES DWELLING UNITS: 18 D.U. DENSITY: 9.0 D.U./ACRE EXISTING ZONING: HIRD EXISTING LAND USE: RM 09 D.U./ACRE) BUILDING AREA: 65,015 S.F. (239.) PARKING REQUIRED: 15ro SPACES PARKING PROVIDED: 196 SPACES IMPERVIOUS AREA- 210,013 S.R (569.) PERVIOUS AREA: 164,979 S.F. (44%) Thomas Lucido & Associates, P.A. Land Planning/Landsr.,ape Architecture Lic. #LC-0000335 " 100 Avenue A, Suite 24, Ft. Pierce, n. 34.950 772-467-1301, Fax 772-467-1303 ZONING = I LAND USE = R/C LOT SIZE AND DIMENSION REQUIREMENTS- HIRD/RM-11: RESIDENTIAL MULTIFAMILY-11 MINIMUM LOT SIZE 10,000 S.F. MINIMUM LOT WIDTH: 100' MINIMUM ROAD FRONTAGE: 60' FRONT SETBACK, 25' REAR SETBACK- 15' SIDE SETBACK: 10, SIDE '9 CORNER: 20' MAXIMUM HEIGHT: 40' MAXIMUM BLDG COVERAGE: 40% EXISTING ACCESS DRIVE 12' EMERCsENCY ACCESS GATE WITH KNOX KEY SWITCH ZONING = HIRD LAND USE = RM PRELlM1NARY NOT FOR CONSTRUCTION SITE PLAN MINOR REVISION (S) APPROVED DATE: ' 8" 20 -014 SPTRC REP. C� LOCATION MAP Ocean Bay Villas " 7 9 1004 GFOMTN MANAGEMENT bit Lucie County Preliminary Site Plane Sheet OI 6 5' OPAQUE FENCE 4' MULC / PATH !/ FINISHED FLOOR ELEVATION 8.0', TYP. 130 15 ZONING = HIRD 132 254 LAND USE = R/C 5' OPAQUE FENCE - - � ii o o s ii . o �j�jN iZj�j�� � � ��'• �����7 iV.�6���, iC/ ��� �I�7iii �����• r.-.I�i 9 Vie I.: O \p, (♦�+�• ��� �i1h�s ■ r� ♦ f�ii�i�iaS�iY � . i �� � � � . i SAND DOLLAR SHORES CONDOMINIUM ZONING = HIRD LAND USE = RM I I I EXISTING LIFT STATION 5' OPAQUE FENCE — EXISTIW3 TENINIS COUR PROPOSED 5' SIDEWALKS I —�� PROPOSED 4' WALL_ POOL 100 [IC-LU51-IC POOL DECK rib r Ids♦Iw' _ r CALL BOX LOCATIOI 23-1 _ — '- EXISTINCs ---- -- \=----_—® _-----___ ®——_____-- ------ ACCESS DRive— PROPOSED CsROUND S (32 SF AT 10' HT. MAX - - - - ZONING = I LAND USE = R/C GENERAL NOTES: 1, THIS IS A MAJOR DEVELOPMENT PLAN TO BE APPROVED IN ACCORDANCE WITH HUTCHINSON ISLAND RESIDENTIAL DISTRICT REGULATIONS. EACH 2-UNIT BUILDING SHALL CONTAIN A TOTAL OF 2,145 SQUARE FEET PER FLOOR 2. EACH 3-UNIT BUILDING SHALL CONTAIN A TOTAL OF 3,130 SQUARE FEET PER FLOOR g BUILDING HEIGHT TO BE CALCULATED BASED UPON ESTABLISHMENT OF MINIMUM FIRST FLOOR ELEVATION AS DETERMINED BY FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. MAXIMUM HEIGHT IS 40 FEET. THE PERMANENT SIGN SHALL BE IN COMPLIANCE WITH ST. LUCIE COUNTY 4. SIGN CODE ORDINANCE, SECTION 9.01.01(C) OF ST. LUCIE COUNTY LAND DEVELOPMENT CODE. THE TEMPORARY SIGN SHALL BE IN COMPLIANCE WITH ST. LUCIE COUNTY 5. SIGN CODE ORDINANCE, SECTION 9.01.02(A) OF ST. LUCIE COUNTY LAND DEVELOPMENT CODE. 6. ALL LIGHTING SHALL BE IN COMPLIANCE TO ST. LUCIE COUNTY LIGHTING ORDINANCE AND IN FDEP REGULATIONS. �• LIGHTING AND OTHER DEVELOPMENT ISSUES SHALL BE IN COMPLIANCE WITH THE SEA TURTLE PROTECTION ORDINANCE FOUND IN SECTION 6.04.02 OF THE ST. LUCIE COUNTY LAND DEVELOPMENT CODE. Scale: P=5010 Drawn by. JK Checked b) GB CADD NovB659-LF Date. 08.19.03 DEVELOPMENT TEAM PROPERTY OWNER: JOSEPH 4 SHA ON BRYAN 3003 ST. LUCIE BOULEVARD STUART, FL 34 9'1 AGENT: TERRY L. VIRTA 4 ASSOCIATES 3101 PARK AVE UE RIVIERA BEAC , FL 33404 ENGINEER: CULPEPPER 4 ERPENING 2980 SOUTH 25 h STREET FORT PIERCE, RL 34982 ARCHITECT: SOTOLONGO ARCHITECTS 10630 N.W. 2-ITH STREET MIAMI, FL 331-72 LANDSCAPE ARCHITECT: _THOMAS LUCID0 4 ASSOCIATES 100 AVENUE A, SUITE 2A FORT PIERCE, FL. 34950 SURVEYOR: CULPEPPER 4 ERPENING 2980 SOUTH 25 h STREET FORT PIERCE, FL 34962 UTILITY PROVIDER: ST. LUCIE COUNTY UTILITIES (SELIER) CITY OF FORT IERCE (WATER) I Rev. per client 4 St. Lucle county comments �19 1998 �Ex LANSx SHOWNHEREWARE 7HE PROPERTYOFTHOMAS■ LUCIDO@ASSOCIATES, P.A. AND REPRODUCTIONS, DISCLOSURES OR USE THEREOFI EXPRESSLY 7HEREOFTNWHOLSLY PROHIBITED WITHOUT WRITTTNCONSENT. r/\ 0 25 50 so 2 02.06.04 Rev, per client 4 architect footprint r' 3 04D5.04 Rev. Clubhouse, fence and sidewalk per client 4 0421.0 Rev. Clubhouse, fence and sidewalk per client Na Date Description of Revision �I I I' i 0' VISIBILITY TRIANGLE (TYP.) STATE ROAD A -I -A FINISHED FLOOR ELEVATION 8.0', TYP. 5' OPAQUE FENCE -AMR ✓c �I sal -• `dgrg r. .a MA. . _ EXISTIW3 ACCESS DRIVE / � 12' EMEFaGENCY ACCESS GATE WITH KNOX KEY SWITCH ZONING = HIRD LAND USE = RM PRELiAMNARY NOT FOR CONSTRUCTION SITE NAN Fa1°cFlt?R REVISION (S) APPROVED DATE: n' 00 -C* — -� SPTRC REP. EXISTING SIDEWALK TO BE REPAIRED AS K. I •vavv. NECESSARY AFTER CONSTRUCTION (TYP.) 1. This site plan was previously approved on October ZONING = U ZONING = 1 21, 2003, Resloution No. 03-237. LAND USE u R/C LAND USE = R/C 2 Th SITE DATA: TOTAL SITE AREA: 8.61 ACRES DWELLING UNITS: '18 D.U. DENSITY: 130 D.UJACRE EXISTING ZONING: HIRD EXISTING LAND USE: RM (9 D.U./ACRE) BUILDING AREA: 85,015 S.F. (23%) PARKING REQUIRED: 156 SPACES PARKING PROVIDED: 193 SPACES IMPERVIOUS AREA: 210,013 S.F. (56%) PERVIOUS AREA: 164,919 S.F. (44%) Thomas Lucido & Associates, I'A. �I v Land PlanninglLan&Rnape Architocture v Lic. #LC-0000335 " 100 Avenue A, Suite 2A, Ft. Pierce, Fl. 34950 772-467-1301, Fax 772-467-1303 e purpose of this adjustment 1s to relocate Clubhouse to pool area, and remove ground sign from median. Buildings #7 and #8 to be shifted 5' to the West Buildings #18 and #19 separation increased to 16' from 12' Parking and sidewalk along North side of pool deck to be reduced and relocated. Buildings #18, #19 and #20 have been moved 5' to the West to avoid existing sewer line. LOT SIZE AND DIMENSION REQUIREMENTS• HIRD/RM-11: RESIDENTIAL MULTIFAMILY-11 MINIMUM LOT SIZE: 10,000 S.F. MINIMUM LOT WIDTH: 100' MINIMUM ROAD FRONTAGE: ro0' FRONT SETBACK: 25' REAR SETBACK: 15, SIDE SETBACK: 10, SIDE a CORNER: 20' MAXIMUM HEIGHT: 40' MAXIMUM BLDG COVERAGE: 40% LOCATION cea n Bay villas St. Lucie County Minor Adi'ustment � Overall Site Plan OPOWli1 MANAQEMENT ST- LUCIE couNT: v� ATLANTIC OCEAN She et Of 6 5' OPAQUE FENCE EXISTING ASPHALT P 5' OPAQUE FENCE 120 126 124 24 SOD B A G 122 120 11 116 114 112 110 108 106 �\ 23 22 21 C A B B A C C A 5 SoD PROPOSED CONC. PAVERS PROPOSED 5' SIDEWALK IL S D 125 123 121 19 117 115 113 11] 109 ]a 19 20 C A 5 B A C 15 A C 70— > bP SOD DRY RETENTION ) -SOD� p 151 153 155 151 159 161 163 165 1(0 169 1�1 1� 16 15 14 C B 5 A C C A 15 SOD 1 5 A C EX15TING T NNI5 COURTS — NVS 8 IISX3 �\6 `w r 4' WALL J►�rMe100 CLU5HOU5E- �r-r1<��\\ PROPOSED GROUND SIGN (32 SF WITH to' HT. MAX.) , i 5' OPAQUE FENCE SOD O 3: w UIz ,...,Fou fir' A tii �►SOAP — — — EXISTING ASPHALT PARKING 2ro4 2 B \ PRELIMINARY -- — o _ . -- — s 0, NOT FOR CONSTRUCTIONSOD 0 0 30' v15151LITY --_--- TRIANGLE CTYPJ --------- ATE` PERK MWOR dPEWSioil M APPROVED DATE, B'ZO'OY STATE ROAD A-1-A AURC REPy _ .- Overall Landscape Legend: LANDSCAPE REQUIREMENTS _ LANDSCAPE NOTES Symbol Qty Species Size LANDSCAPE AREA REQUIRED a TURF GRASS SHALL BE INSTALLED USING SOLID SOD AND SHALL BE EITHER Trees: PROPERTY ADJACENT TO R/W: - t e ALL PLANTS SHALL CONFORM TO ESTABLISHED NURSERY GRADES AN BAHiA OR ST. AUGUSTINE SOD. TOTAL TREES REQUIRED - lad STANDARDS, t0 BE FLORIDA NO. 1 OR BETTER, AND SHALL BE FREE DISEASE a ALL LANDSCAPED AREAS OTHER THAN SOD WILL BE PROVIDED A MULCH COVER 1,969 LF. x 15 = 29535 5Q. FT. TOTAL THE S PROVIDED = 234 AND INSECTS AT THE TIME OF INSTALLATION. ° 2b 5wietenta mahagoni, Mahogany B4B, i2'-14' Ht, 2 t/2" Gal., Match PERIMETER LANDSCAPE AREA: c OF A LEAST THREE (3) INCHES. CYPRESS MULCH SHALL NOT BE USED. C182 TREES 158/3=52 PALMa) ®TREES SHALL BE A MINIMUM OF TWELVE (12) FEET IN HEIGHT AND HAVE 1,549 L.F. x 10 = 15490 SQ.FT. e LANDSCAPING WITHIN VEHICULAR USE AREAS SHALL BE PROTECTED BY A SIX 101 Quercus virginiana, Live Oak B4B, 12'-14' Ht, 2 t/2" Cal, Full INTERIOR LANDSCAPE REA: CALIPER OF TWO AND ONE-HALF (2 I/2) INCHES AT FOUR AND ONE-HALF (4 1/2) INCH NON -MOUNTABLE CURB. 125293 SQ. FT. VEHiCU AR USE AREA REQUIRED SPECIES MIX = 5 FEEL ABOVE THE GROUND WHEN INSTALLED. e A SAFE SiGHT CORNER WILL BE PROVIDED AT THE PROJECT ENTRANCE WITH PROVIDED SPECIES MIX = 6 ® ALL REQUIRED TREES, EXCEPT PALMS, SHALL HAVE A MINIMUM OF FIVE (5) O 23 Ilex attenuata 'East Palatka', Holly Tree 545, 12' Ht, 2" Cal., Match DIVIDED BY 18 = 6,43 1 SQ. FT. FEET OF CLEAR TRUNK AND MINIMUM FIVE (5) FOOT CANOPY SPREAD AT THE ANY PLANT MATERIALS OR STRUCTURES CONFORMING TO HEIGHT RESTRICTIONS f"`� TIME OF PLANTING. AND CROSS-ViS151LITY CONCERNS. j,;,�i 30 eursera simaruba, Gumbo Limbo B4B,12'-1�4' Ht, 2 1/2" Cal., Full TREE REQUIREMENTS: ® ALL PALM TREES SHALL HAVE A MINIMUM CLEAR TRUNK OF TEN (10) FE T WHEN 0 ANY EXISTING NATIVE VEGETATiON FOUND ON THE SITE AND IS NOT IN DIRECT 1,969 L.F. OF R/W DIVIDED BY 30 = 66 TREES INSTALLED. THREE PALM TREES ARE EQUAL TO ONE SHADE TREE HAVING A CONFLICT WITH THE PROPOSED BUILDING OR PARKING AREAS SHALL BE LEFT 23 Ligustrum ,japonieum, Ligustrum Tree 545, Ht, Multi -stem, Match, Full 1,549 L.F. OF PERIMETER DIVIDED BY 30 = 52 TREES MATURE CANOPY SPREAD OF FIFTEEN (15) FEET. UNDISTURBED PER SECTION-L0cJD3(E). A SUITABLE PROTECTIVE BARRIER, ro,9eol SQ. FT. OF INTERIOR LANDSCAPE AREA ® SHRUBS SHALL BE A MINIMUM OF TWENTY-FOUR (24) INCHES IN HEIGHT ABOVE CONSTRUCTED OF METAL, WOOD, SAFETY FENCING, OR OTHER DURABLE MATERIAL, Palms : DIVIDED BY 180 = 39 TREES WILL BE PLACED AROUND THE STAKED OUT LOCATIONS OF EXISTING NATIVE 23 Cocos nucifera 'Green Mala an', Coconut Palm e4S, 4'-6' GW, is'-20' O.A. TOTAL TREES REQUIRE = 151 GRADE IMMEDIATELY AFTER PLANTING. M A THIRTY WHERE REQUIRED, SHALL BE VEGETATION. y PLANTED AND MAINTAINED I AS TO FORM A tiWITHI A M INCH OR HONE ( e NO FILL MATERIALS, CONSTRUCTION MATERIALS, CONCRETE, PAINT, CHEMICALS, OR CONTINUOUS, UNBROKEN, SOLID VISUAL SCREEN WITHIN A MAXIMUM OF ONE N OTHER FOREIGN MATERIALS SHALL BE STORED, DEPOSITED, OR DISPOSED OF WITHIN 151 Sabal palmetto, Cabbage Palm B4B, 12'-18' C.T., Clean 4 Straight YEAR AFTER TIME OF PLANTING. 2 L (ALL SHRUBS SHALL BE FLORIDA NATIVES. ANY AREAS THAT HAVE BEEN STAKED OR FENCED OFF AS BEING UNDISTURBED NATIVE ®VINES SHALL BE A MINIMUM OF TWELVE (12) INCHES IN HEIGHT IMMEDIATELY *NOTE: VEGETATION AREAS. -1 Roystonea elata, Florida Royal Palm 545, 12' Cs.W., Clean 4 Straight EXISTING NATIVE TREES SHALL BE PRESERVED TO THE JREATEST POSSIBLE AFTER PLANTING AND MAY BE USED IN CONJUNCTION WITH FENCES, SCREENS, e NO EQUIPMENT, INCLUDING PASSENGER VEHICLES, SHALL BE DRIVEN, PARKED, STORED, Shrubs, EXTENT AND SUBSTITUTED AS CREDIT FOR TREES REQUIRED BY LANDSCAPE OR WALLS TO MEET PHYSICAL BARRIER REQUIREMENTS. OR REPAIRED WITHIN DESIGNATED UNDISTURBED NATIVE VEGETATION AREAS. REQUIREMENTS OF SECTION '7.09.00 OF THE ST, LUCIE COUNTY LAND e GROUNDCOVERS, OTHER THAN GRASS, SHALL BE PLANTED IN A MANNER AS a IRRIGATION DESIGN SHALL CONFORM TO SECTION 7i.09.06. DETAILED SYSTEM DESIGN ® 56 Gonocarpus erectus sericeus, Silver Buttonwood 30 Gal, 10'-12' Ht, Muth -stem, Full DEVELOPMENT CODE. TREE MITIGATION TO BE PROVIDED BY RELOCATION TO PRESENT A FINISHED APPEARANCE AND REASONABLY COMPLETE OVERAGE AND/OR REPLACEMENT. TREES LOCATED iN DIRECT CONFLICT WITH PROPOSED WITHIN FOUR (4) MONTHS AFTER PLANTING. TO BE PROVIDED WITH FINAL LANDSCAPE PLAN. BUILDINGS OR PARKING AREAS MAY BE RELOCATED AT TiME OF CONSTRUCTION, OR REMOVED AND MITIGATED PER ST. LUCIE COUNTY L 40 DEVELOPMENT 1215 Chrysobalanue icaco, Gocoplum 3 Gal, 36" oc CODE SECTION 600 0C-D. © 19987FIES6 PLANS Villasan Bay Scale: 1•=30=0• 1 10.01.03 Rev. per client 4 St. Lucie county comments @ 1998 wrorurANS DBVeiOpment e8/1K /�y� c T y 7' X�tr /q� y 7I ��QQ� Drawn by' JK 2 02.06.0 Rev. per client 4 architect footprint rROPexrrRogPNrNo Asp l l l omC.l�.7 L J l c do (J�C, Assoc a 1. j � • � �s � � 2 �iC-i Checked b GB 3 02.20.04 Remove Clubhouse/Area per client PA AssocuTRsAND § ` 2 RPpRODUCPfONS, Land Planning/LandscapeArchitectureLucie°�W, M,N • M CADD NO: B659-LS p � f�iOL//1t�® 8T.lUC1E COy of 4 04050 Rev. Clubhouse, fence and sidewalk per client orsccasuxssoxusR `� J i ThERROM WROLEOR 30 0 15 30 ` , Lic. #LC-0000335 Date: 08.1903 Na Date Descri tion of Revision RVIARr,RsXPRsssar � ' `' p PROPfIMMWIMOUI 100 Avenue A, Suite ZA, Ft. Pierce, F7. 34950 772-487-1301, Pax 772-467-1303 LandsEi2e rf7 L� WR=NC0NSENi: (J61 I t �F Ij 5' OPAQUE FENCE EXISTING ASPHALT PARKING 5' OPAQUE FENCE D FER ` SOD (�Li L_® SOD-- ® 264 262 260 �7 258 256 254 252 250 2 4c, 246 244 242 240 235 23(o 234 232 1 2 3 4 5 6 ,u 5 A C, C,A B SOD 5 G G 4 B 5 A C C A 5 �z w yr ( C) EXISTING Ul �, � ACCESS 'LUD ® DRIVE j PROPOSED 5' SIDEWALK (TYPa \-PROPOSED CONC.'PAVERS NOT FOR CONSTRU(- I ION SOD v •• 4 12' EMERGENCY ACCESS GATE SITE Pf_AN O I WITH Il KEY SWITCH MIMOR AEVfSIa3N (S) APPROVED SO 230� 8•Zo-oy I G ; DRi R TENTION) i LL A 22(o Symbol Species Size ® a as q), SOD 5 Trees: ® SOD 0 s Swietenia mahagoni, Mahogany 541B, 12'-14' Ht, 2 I/2" Gal., Match 201 203 205 201 209 211 213 215 211 11 10 9224 91 Quercus virginiana, Live Oak B4B, 12'-14' Ht, 2 1/2" Gal., Full x C A 5. 5 A C B A C S D 222 5 O Ilex attenuata 'East Palatka', Holly Tree 545, 12' Ht, 2" Cal., Match j ,(jam A 5 A Bursera simaruba, Gumbo Limbo 545, 12'-14' Ht, 2 1/2" Cal., Full SOD y PROPOSED GROUND SIGN NG SPACE (TYPa 220 G (D Ligustrum japonicum, Ligustrum Tree 545, 1'-8' Ht, Multi -stem, Match, Full AX.J (92 SF WITH 10' Hr. MPROPOSED POST LIGHT lTY PARKI .) OCEAN BAiw DRIVE Palma: Cocos nucifera 'Green Malayan', Coconut Palm B415, 4'-&' GW, 18'-20' O.A. • ® SOD s v � s• — — — — — is`L E7 - — Sabal palmetto, Cabba a Palm B4B 12'-IS' C.T. Clean 4 Strai ht 0 0 0 0 0 0 o a o 0 p g P g 0 0 0 0,— Roystonea elata, Florida Royal Palm 5415, 12' G.W., Clean 4 Straight 0' VISIBILITY TRIANGL� Conocarpus erectus sericeus, Silver Buttonwood 30 Gal, 10'-12' Ht, Multi -stem, Full Chrysobalanus icaco, Cocoplum 3 Gal, 3ro" o.c. STATE ROAD A-1-A ! Scab 1w=30'-V Drawn by. X Checked byGB CARD No: B659-LS Data 08.1903 1 10.01.03 1 Rev. per client 4 St. Lucie eo intS comments v 1999 THESE PLANS ANDTHBIWORMATTOI 2 02.06.04 Rev. per client 4 architect f t rint SHOWNHERE 1- 1- PROPERTYOFTHOMAS HOMAS 3 022OD4 Remove Clubhouse/Area per i flient LUCIDO& ASSOCIATES, P.A. AND 4 04D504 Rev. Clubhouse, fence and sic ewalk per client REPRODUCTIONS,. DISCLOSURES OR uSE THEREOF IN. WHOLE OR Na I Date Description of Revision I PROHIBIT EXPRESSLY PROHBTI'ED WI'ITIOOT plain LANDSCAPE NOTES ® ALL PLANTS SHALL CONFORM TO ESTABLISHED NURSERY GRADES AND 0 TURF GRA55 SHALL BE INSTALLED USING SOLID SOD AND SHALL BE EITHER STANDARDS, TO BE FLORIDA NO. 1 OR BETTER, AND SHALL BE FREE OF DISEASE BAHIA OR ST. AUGUSTINE SOD. AND INSECTS AT THE TIME OF INSTALLATION. 0 ALL LANDSCAPED AREAS OTHER THAN SOD WILL BE PROVIDED A MULCH COVER ® TREES SHALL BE A MINIMUM OF TWELVE (12) FEET IN HEIGHT AND HAVE A OF A LEAST THREE (3) INCHES. CYPRESS MULCH SHALL NOT BE USED. CALIPER OF TWO AND ONE-HALF (2 1/2) INCHES AT FOUR AND ONE-HALF (4 1/2) ® LANDSCAPING WITHIN VEHICULAR USE AREAS SHALL BE PROTECTED BY A 51X FEET ABOVE THE GROUND WHEN INSTALLED. INCH NON -MOUNTABLE CURB. ® ALL REQUIRED TREES, EXCEPT PALMS, SHALL HAVE A MINIMUM OF FIVE 5) 0 A SAFE SIGHT CORNER WILL BE PROVIDED AT THE PROJECT ENTRANCE WITH FEET OF CLEAR TRUNK AND MINIMUM FIVE (5) FOOT CANOPY SPREAD AT THE ANY PLANT MATERIALS OR STRUCTURES CONFORMING TO HEIGHT RESTRICTIONS TIME OF PLANTING. AND CROSS -VISIBILITY CONCERNS. ® ALL PALM TREES SHALL HAVE A MINIMUM CLEAR TRUNK OF TEN (10) FEET WHEN 0 ANY EXISTING NATIVE VEGETATION FOUND ON THE SITE AND IS NOT IN DIRECT INSTALLED. THREE PALM TREES ARE EQUAL 70 ONE SHADE TREE HAVING A CONFLICT WITH THE PROPOSED BUILDING OR PARKING AREAS SHALL BE LEFT MATURE CANOPY SPREAD OF FIFTEEN (15) FEET. UNDISTURBED PER SECTION "f.09.031E). A SUITABLE PROTECTIVE BARRIER, ® SHRUBS SHALL BE A MINIMUM OF TWENTY-FOUR l24) INCHES IN HEIGHT ABOVE CONSTRUCTED OF METAL, WOOD, SAFETY FENCING, OR OTHER DURABLE MATERIAL, GRADE .IMMEDIATELY AFTER PLANTING. HEDGES, WHERE REQUIRED, SHALL BE WILL BE PLACED AROUND THE STAKED OUT LOCATIONS OF EXISTING NATIVE PLANTED AND MAINTAINED SO AS TO FORM A THIRTY (30) INCH OR HIGHER NO FILL MAT CONTINUOUS, UNBROKEN, SOLID VISUAL SCREEN WITHIN A MAXIMUM OF ONE (1) ®NO FILL MATERIALS, CONSTRUCTION MATERIALS, CONCRETE, PAINT, CHEMICALS, OR YEAR AFTER TIME OF PLANTING. 2 U OF ALL SHRUBS SHALL BE FLORIDA NATIVES. OTHER FOREIGN MATERIALS SHALL BE STORED, DEPOSITED, OR DISPOSED OF WITHIN ® VINES SHALL BE A MINIMUM OF TWELVE (12) INCHES IN HEIGHT IMMEDIATELY ANY AREAS THAT HAVE BEEN STAKED OR FENCED OFF AS BEING UNDISTURBED NATIVE VEGETATION AREAS. AFTER PLANTING AND MAY BE USED IN CONJUNCTION WITH FENCES, SCREENS, ® NO EQUIPMENT, INCLUDING PASSENGER VEHICLES, SHALL BE DRIVEN, PARKED, STORED, OR WALLS TO MEET PHYSICAL BARRIER REQUIREMENTS. OR REPAIRED WITHIN DESIGNATED UNDISTURBED NATIVE VEGETATION AREAS. ® GROUNDCOVERS, OTHER THAN GRASS, SHALL BE PLANTED IN A MANNER AS 0 IRRIGATION DESIGN SHALL CONFORM TO SECTION 1.09.06. DETAILED SYSTEM DESIGN TO PRESENT A FINISHED APPEARANCE AND REASONABLY COMPLETE COVERAGE TO BE PROVIDED WITH FINAL LANDSCAP WITHIN FOUR (4) MONTHS AFTER PLANTING. ni . Thomas Ltxcialo & Associates, P.A. uLeaan Bay VillaJUN 2 S [04 ems,_ h/6 Land P ULnI smile L1 diliV1✓. ure St Lucie County OFOwTN MANAGEMENT O �; •�- '� �;P `� 6T. 4JGIE COUNIY FI ' , { � j tr4 Ltia #LC 0000335 ? xw �j _, W r, ell 100 Avenuell A, Suite 2A, Ft. Pierce, F1. 34950 772-467-1301, Fax 772-467-1303 g )/�/�/)aD fey a r 9hTx x, � r�9 a / .. 0 CH 4 N Bz�x�z4 Y V1 //l A S THESE PLANS AND ALL PROPOSED WOR ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. a S1J3IIHDdV::< Oo 0 0 Z" " a Om �o Ow OW a N a z INDEX OF DRAWINGS TITLE COVER SHEET ARCHITECTURE: A-1 FIRST FLOOR PLAN A-2 SECOND FLOOR PLAN A-3 THIRD FLOOR PLAN A-4 ROOF PLAN A-5 SCHEDULES AND NOTES A-6 FRONT ELEVATION A--[ REAR ELEVATION A-8 SIDE ELEVATIONS A-S AZALEA SECTION A-10 BEACHBERRY SECTION A-11 COCOPLUM SECTION A-12'TYPICAL DETAILS, NOTES A-13WALL SECTIONS AND DETAILS �� �7� A-14 AZALEA STAIR DETAILS t NOTES A-15 BEACHBERRY STAIR DETAILS 4 NOTES A-I6 COGOPLUM STAIR DETAILS t NOTES st0uwir to AO-1 FLOOR PLAN OPTIONS AO-1.1 FLOOR PLAN OPTIONS AO-1.2 FLOOR PLAN OPTIONS AO-2 ELEVATIONS OPTIONS 3 FR-I FIRE RATINCa DETAILS BLDG:.5 DATE: a ,.& �0 r" �'i�T -- STRUCTURAL: �Q-_ ; ELEC: r �' ES '` BATE: -2Z 8-1 FOUNDATION PLAN C II SIDES 8-2 SECOND FLOOR FRAMING PLAN PLUMB: All S-3 THIRD FLOOR FRAMING PLAN E PARTIAL ROOF FRAMING PLAN DATE: 5-4 ROOF FRAMING PLAN MECH: DIG, S-5 GENERAL NOTES FOOTING t COLUMN SCHEDULE DATE: lo:&U TECH S-6 TYPICAL DETAILS f BEAM SCHEDULE _- S-1 TYPICAL DETAILS 5-8 DETAILS S-9'DETAILS S 10 DETAILS OCCUPANCY TYPE OF CONSTRUCTION R-3 VI, UNPROTECTED SkINKLERED DESIGN PARAMETERS (F.B.C. 2001 ED. CHAPTER 16, PARAGRAPH 1606.2) BASIC WIND SPEED: 140 M.P.H. IMPORTANCE FACTOR FROM TABLE 1ro06: 1 HEIGPT AND EXPOSURE ADJUSTMENT COEFFICIENT FROM TABLE 1606.2D: 1.46 DESIGNED AS: ENCLOSED INTERNAL PRESSURE COEFFICIENT: I.O WIND EXP05URE: COMPONENT AND CLADDING DESIGN WIND LOADS FROM TABLE 160628 ROOF O.H. COMPONENT AND CLADDING DESIGN WIND PRESSURES FROM ABLE 16062C MAIN WIND FORCE RESISTING SYSTEM DESIGN WIND LOADS FROM TABL 16062A 5-11 STAIRS DETAILS 50-1' STRUCTURAL FLOOR PLAN OPTIONS 60-1.I STRUCTURAL FLOOR PLAN OPTIONS ELECTRICAL: E-I FIRST FLOOR ELECTRICAL PLANS E-2 SECOND FLOOR ELECTRICAL PLANS E-3 THIRD FLOOR ELECTRICAL PLANS E-4 ELECTRICAL PANELS, NOTES AND DETAILS EO-I ELECTRICAL FLOOR PLAN OPTIONS EO-1'.1 ELECTRICAL FLOOR PLAN OPTIONS EO-12 ELECTRICAL FLOOR PLAN OPTIONS MECHANICAL: M-I FIRST FLOOR MECHANICAL PLANS M-2 SECOND THIRD FLOOR MECHANICAL PLANS M-3 THIRD FLOOR MECHANICAL PLANS MO-1 MECHANICAL FLOOR PLAN OPTIONS MO-1.1 MECHANICAL FLOOR PLAN OPTIONS MO-1.2 MECHANICAL FLOOR PLAN OPTIONS PLUMBING: ( � s a ABBREVIATIONS: SYMBOLS: P-z SECOND FLOOR PLgUMBING PLANS AR -BR P-3 THIRD FLOOR PLUMBING PLANS BLDG-Z4A7,ll,L7,15,19,202L23,7.5,2/ AIR CONDITIONING A/C DETAIL DTL GALVANIZED GALV. PAIR PR. TEMPERED GLASS TEMP. GL. KEYNOTE P-4 BEACHBERRY, AZALEA, AND COCOPLUM SANITARY RISERS ' AIR HANDLING UNIT A.H.U. DIAMETER DIA. GRADE GIRD. PENNY d TIE BEAM T.B. BUILDING SECTIONS DRAWING NOTE (N MBER) P-5 BEACHBERRY, AZALEA, AND COCOPLUM WATER RISERS ALTERNATE ALT. DISHWASHER D.W. GYPSUM BOARD GYP.BO. PLATE PL. TOP OF CURB T.C. SECTION LETTERS u P-5 PLUMBING FLOOR PLAN OPTIONS CHECKED BY ALUMINUM AL. DOUBLE DBL. PLYWOOD PLY.WD. TREAD T. o a 1 ANCHOR BOLT A.B. DOUBLE PLATE DBL. PL. HEADER HDR. PROPERTY LINE P. TYPICAL TYP. SHEET NUMBER (WHERE SECTION IS DRAWN) PO-12 PLUMBING FLOOR PLAN OPTIONS ° ANGLE < DOOR DR. HEIGHT HT. / HGT. POUNDS PER SQUARE IN H. P.S.I. TONGUE AND GRO VE T&G DRAWN BY AVERAGE AVG. DOWN DN. HOSE BIBB H.B. PRESSURE TREATED P.T. TOP OF PLATE T.O.P. STEP DOWN MP-1 SCHEDULES, DETAILS AND NOTES F j ABOVE FINISH FLOOR A.F.F. DOWNSPOUT D. DETAIL HOLLOW CORE H.C. RADIUS RAD. TOP OF BEAM T.O.B. ETCHANGE 1N FLOOR HEIGHT DATE 0401'04 ° DRAWER D NUMBER FIRE PROTECTION ° INFO. z BEAM BM. INFORMATION 0. RAFTER RAF. UNLESS NOTED OT ERWISE U.N.O. a c BLOCKING BLKG. EACH EA. INSULATION INSUL. REQUIRED REQD SHEET NUMBER CONTROL OR DATUM POINT JOB O3I r0 BOARD BD. / BRD. ELEVATION ELEV./EL. INTERIOR INT. REVISION ; REV. VENT THRU ROOF V.T.R. DESCRIPTION OF POINT BOTTOM BOT. EQUAL EQ. REFRIGERATOR REF. VENT TO OUTSIDE IR V.T.O.S.A. (FIN.FLR., TOP OF PLATE, TOP OF T.B.) FP-1 BEACHBERRY I d II FIRST FLOOR BUILDING BLDG. EXHAUST EXH. LAMINATED PLASTIC LAM. PLAS. RISER R. VERTICAL VERT. �— FP-2 BEACHBERRY I ! II SECOND AND THIRD FLOOR z SHEET EXPANSION JOINT EXP. JT. LOUVER LOUV. ROOF DRAIN R.D. VINYL COMPOSITIOIN TILE V.C.T. �_ FP-3 AZALEA y CABINET CAB. EXTERIOR EXT. LUMINOUS LUM. ROOM RM. INTERIOR ELEVATION(S) WARDROBE WARD. /NS) (UNFOLD) ELEVATION OR POINT FP-4 COCOPLUM CEILING CLG. ETCETERA ETC. LAVATORY LAV. ROUGH SAWN RO ARROWS INDICATE ELEVATIONS o J CEILING JOISTS CLG. JST: ROUGH OPENING R.O. WATER CLOSET W.C. 'a OF SHEETS CEMENT CEM. FACE OF MASONRY F.O.W. MACHINE BOLT M.B. WATERPROOFING W.P. SHEET NUMBER CENTER LINE FACE OF STUD F.O.S. MANUFACTURER MFGR. SELECT STRUCTURAL SELECT STRUCT. WELDED WIRE MES W.W.M. CERAMIC TILE CER. T. FINISH FIN. MATERIAL MATL. SOLID CORE S.C. WINDOW WIND REVISION REFERENCE NUMBER OF REVISION CORRESP. TO = y CHAMFER CRAM. FINISH FLOOR F.F. MAXIMUM MAX. SHELF AND POLE S & P WITH W/ DOOR iTYPE DESIGN SECTION F TITLE BLOCK z W CHANNEL [OR I FINISH GRADE F.G. MEDICINE CABINET M.C. SIMILAR SIM. WITHOUT W/O DOOR ',MARK (NUMBER) a CLEAR CLR. FLASHING FLSH'G METAL MTL SLIDING GLASS DOOR SL. GL. DR. WOOD WD. \/\/�/\) V .. i... W COLUMN COL. FLOOR FLR. MINIMUM MIN. SLOPING CEILING SLP. CLG. WROUGHT IRON W.I. ~ > COMPOSITION COMPO. FLOOR DRAIN F.D. SPLASH SPL WALK IN CLOSET W.I.C. p U 19/ W ® co W CONCRETE BLOCK CONC. BLK. FLOOR JOISTS FLR. JST, NOT IN CONTRACT N.I.C. SHEATHING SHTG. WALL SECTIONS `= CONSTRUCTION GRADE CONST. GR. FLUORESCENT FLUOR. NOT TO SCALE N.T.S. SYNTHETIC MARBLE SYN. MARBLE SECTION NUMBER - CONTINUOUS CONT. FOOTING FTC. , WINDOW TYPE W w "" . i � _ z WINDOW MARK (LETTER) s COLD WATER C.W. OBSCURE OBS. . SHEET NUMBER (WHERE SECTION IS DRAWN) I. c CULTURED MARBLE CULT. MAR. OPPOSITE OPP. ON CENTER O.C. u RAUL R SOTOLONGO OVERHEAD O.H. s' REGIST. N° AR-7 7 12 0 KEYNOTES: 1. DOUBLE SINK 8" DEEP STAINLESS STEEL WITH GARBAGE DISPOSAL (UNDERM"IOUNT) 2. DISHWASHER 26'-0" 23'-4" 3. RANGE WITH COOKTOP 4. MICROWAVE W/ RECIRCULATING HOOD 5. GOOKTOP 1'-0° 9'-5" 4'-10" 6'-3.. 4'-10" 1'-ill 4'-r 1'-9" 4'-7" 6. DOUBLE OVEN 1. 20" DEEP PANTRY SHELVING (5) 8. 42" HIGH MIRROR G.0 # 3 J. LINEN WITH 5 SHELVES � 1' p' 10. SHOWER ENGLOSURE TO BE SAFETY GLAZED GLASS GAT It.3' EGRESS 111. 2. SHOWER HEAD SHOWER CONTROLS 12 O 24 F O 27 24 13.' 30" MIN. KNEE SPACE N � 14. 12XIO OPTIONAL WHIRLPOOL ACCESS PANEL ---- - - - 15. WASHER = GOV. --- TERRA E - -- io OV. PA 16. DRYER 8', 1. 8lr-- 8�_2.. Li. 8.. 14'.�. g all 11. LAUNDRY SINK O W E-3 18. ALUMINUM THRESHOLD 0 24 O = _ 4S cRETE anL IS- MARBLE THRESHOLD n v - = " -� v IE IS 20. VENTILATED SHELVING ^ O = 21. DROP CLG AT 8'-2"AFF. . GUEST SUITE 43 ECzRESS 22. 42" HIGH ALUM. RAILING WITH PICKETS TO REJECT ® 4" m _ OBJECT. SEE ELEV. `r CLG. (4V-5'% - 23. CANVAS AWNING ABOVE _ 24. LINE OF GONG. BEAM ABOVE (SEE STR . DRAWINGS) 25. MECHANICAL/PLUMBING CHASE O 4 26. AIR HANDLER UNIT m 8 10'-2" A-12 REVISIONS BY z z U z 0 y a w 26'-01' I K G.0 " 2 :GRE60 27 i EGRESS - O F O - " 8l GOv. TERRACE = o 24 O , '� u i GUEST SUITE GUEST SUITE A GLG.C+9'-5'7 v 43 N A-13 14'_4.. 4"t 8 n 2-1. CONDENSING UNIT 28. ALUM. HANDRAIL O 2'-10" INSTALL AS PER MANUF. m RECCOMENDATIONS. - PARLOR 4 PARLOR 2S. 42" LOW WALL CLG. (+V-5") Ir A-12 GLG.C+9._5) O 30. FLAT HEADER A7 8'-6" AFP. O , o R 8'-O 1/2" 2" 11i_p.. 4.. 3i_2ii 6a 7'_(�" 2.. 8'-2 I/2" ` q 31. 20 X 36" ATTIC ACCESS PANEL CLOCKING TYPE) ( _ C 32. 33. ELECTRICAL METER ELECTRICAL PANEL _ r I-2 24 ■ P-2 Zp = v O P 2 24 % I-2 A-13 z 34. DOWNSPOUT AND SPLASHBLOCK = �p Er 1 38 i%w r 53 O o 35. ELEV. HOISTWAY CONTRACTOR TO COORDINATE SIZE WITH„ WIN`]Q v EL _V � � . At � k � 0 3 I 2 24 D 28 I. TllOr STOR. I " 3'_ VOLv 38 -- ----- --- 3 -- -- -- -- 77, I M5, LEv./, /�� /�/'�6 _ •� < 32 m 0 cm V s A-9 IJ A -II s 1'-p 3._ .. 1._O �._�.I 6._2 li_�" 2'- g" _4.. 1 _0. W 5 _p 21'-4.' 11'_8.. 1i _O" 21._41 w 231-411 Ir- M z 03 i i i THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS 3 F I R S T L O O S., FLAN 1/1 I REQUIRED 9Y FIELD INSPECT S THAT MAY BE NECESSARY IN ORD R TO o COMPLY WITH ALL APPLICABLE CODES. , m COCOPL M AREA SUMMARY AZALEA REA A 5UMMAfRY BEACNBERRY/ i5EACNBERRY II AREA SUMMARY 0 U A/C, FIRST FL OR F290 S.F. A/C FIRST FLOOR 401 S.F. A/G FIRST FLOOR 590 S.F. a A/C SECOND LOOR 1,021 S.F. A/C SECOND FLOOR 900 S.F. A/C SECOND FLOOR 1,030 S.F. o A/C THIRD F OOR 968 S.F. A/C THIRD FLOOR 7130 S.F. A/C THIRD FLOOR 107 S.F. m a TOTAL A/C AREA 2,5-19 S.F. a TOTAL A/C AREA 2,1-11 S.F- TOTAL A/C AREA 2,32-1 S.F. GOV. ENTRY 30 S.F. COY. ENTRY 39 S.F. 3 2 GAR GARA E 434 -14 S.F. GOV. ENTRY 53 S.F. Z GAR GARAGE 434 S.F. GOV. PATIO S.F. TANDEM GARAGE 45-1 S.F. GOV. TERRACE -14 S.F. GOV. BALCO Y 2nd FLOOR 14 S.F. GOV_ PATIO 42 S.F. GOV. BALCONY 2nd FLOOR -14 S.F. GOV. 5ALGO Y 3rd FLOOR 14 S.F. 2 d FLOOR BALCONIES 88 SF COV BALCONY 3rd FLOOR 14 SF 3,2�o5 S.F. COV. BALCONY 3rd FLOOR 42 S.F. TOTAL AREA 3,022 SF. TOTAL AREA 2,053 S.F. co? C L ]L\ BR SCALE 1/4"=11-O° CHECKED BY DRAWN BY DATE 06/10104 JOB 0316 SHEET w OF SHEETS 19 4 _ RAUL R. SOTOLONGO REGIST. N° AR-7 7 1 2 C a 26 -Or, 23'-4,, 10' 9 5" 3'-3 I/2" 9'-4" 3'-3 I/2'" 11.1 6'-2" 11" 3'-0 1/2" 9'-3" 5' 811 9'-4" 3 -' 22 I 0 0 0 IT T 22 O N BALCONY - BALCO Y o m - _ _ 24 --- _01 - =1 -- - - 24 81_2i, 49 -- - OY. B 49 = _ ------ --- ------= 8 2" r m - I'-O' 8 14' 111 8 F 8 8 = 14 _7 14 _Da 8 T Cs all A LIVING ROOM _ r- ----- ---. ----- ---- ----- ----- 4'-1 1/211 1, 3'-611 21 LIYINCs ROOM v 81_p„ A-13 LIYINCs ROOM v 6„ 4'-I I/2" = 49 DIN INCH ROOM cLG. (.101_011) 16'-2 I/2" - 24 O m /2" 5 DINING ROOM CLG. (+10,_0") � 14 _q" I ' � S_I BREAKFAST CLG.(+10'-O") �, IFi'-2 IT 2' 2" - 3 _6" 8 8'O I, " C - C = N' O24 38 I_I--'---0 i 39', 52 O„ 42 - -' - 31_4 ---- 5'-10----- ,_2 6 52 54 38 N 24 1 I/2 42 52 O 2,i 1, A-13 r 8 8" rp T ELEv 4'-2 1 2" 411 2 1/2" r — l-1 6 15 A13 8 " ((�� 3' 4 ELE 3 -4'' 4' 25Z 8'-I" KITGHEI Cs.(+101_p11�_2I-II o -- CIf_, V � 1 2_6" 4" 4'- 48 35 77 4 \ / 026 LC:. C+ '-0' 2' I11 8' to "w 3 �`< ;p 3 KITCHEN I (0'-6" 4" 2'-O" L (k I1' 2" 28 10-4' q 'r0 LL s za I S m KITCHEN _ ,1 O) -- ---- -- 44 4 - - = Il' 411 _ 8" u-�+10 l O o ------------- 2S 38 m _ _,. LEV. 38 101_1O 6„ 3 _ 411 4 _g, 4,1 30 _71, EN (+101_0") CARP T . ILE _ 28 38 24 6r1 9 �' ids 4" 3�_ _ v v �i. I-5 OL E I_i 38 8 ROOM O � "I'll, ST E 2 24 L 38 1i n wit `. / i v xm 38-- 46 _,e— O-_ r N IiAcll� w "v ---- -- --- DINING GLG.(N10'-011) i4' 2" -- ---- ROOM � DRY _ o O 7 1 Rho �,'.' 2'-2° 4 B 4 A 8,1 40 ,yam " q'1��'..,. I,. .. ,. 0 S,1 811 I N - c0 - 811 �q 2 _p, 411 +- Q (� � - 26 3,_ „4 - 2 � ro 50 5'-I I/2" 8„ I-4 "� r Q' 30 20 _011 8� ��8�, Gi A-13)CLG.D w O _ LL /a ✓./C..� ,s ;,, .,........« } ...;u 9 _2' _ PI 21 40 24 BEDROOM 2 CLG. (+10'-0") -13 - t 13 6 ? L�Z �, i '. 4' � 4„ ,- _ O pp V F 15 a 19 O I-5 _ L rC/ DEN i n 13 -4 " 2 t , I 8 53 ® BAT . (+10'_011) I dl n B 3 L R. n 1-OIUD ROOM � E -a D� m w 10' i u -4 N 1 0) r u-_ � r _ r I 4 3 Es u O _ u 8 all - Y K - 8 101 8 m 29 u B A CONY 29 A A-9 4'-4 1/2" 2'-3" O _ 4'-4 1/2" = m , t 12 O - 22 A-g 9'-01, 1'-4" l'-8" I - I' -ill 31_51 C A-I1 3 _2" 2'-roll RE55 3'-2" 2'-6" EC,RESa 31_21, 3r_5,1 -4" 7' 6 1/21, \p A-10 1' 6 I/2" O E�Ress 1 51_ , 21'-411 11,_811 1P_O11 21'-4'1 26'_01r 23'-411 26'-O" Coco SECON I I �`c >�F tit � EL00 CLAN 1/ 11 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER T COMPLY WITH ALL APPLICABLE COD /� /� J� — _ S. REVISIONS z U j ]BYz c a 0 N Z W 1 z K 3 0 a N U I _Z F O w W F N6 W W' I 0) 3 0) 0 a I I� N 0) Ln CV O z U) o Lo Lc?' w O w /\ z w o w w w U= W li � z J w O 0 a x 0-' w Q w O w LL O w U co w U < O 1- o z z c- o Sl0111H76VWin0 0� z u oU z= 0 O0 Lm Oa ~ O� k 3 N � s1 CARBR SCALE 1/411=1'—O" CHECKED BY DRAWN BY DATE 06/10/04 JOB 0316 SHEET A L i— OF SHEETS 1 /,14/0` RAUL R SOTOLONGO REGIST. N° AR-7 7 1 2 � 24 , EGRESS if N m N 26 'O 23'-4"L 211 15'-I1" 2'_3" I'-8 1/ " 3'_2" 3'-Il1/2" 3'-0 1/2" 9'_3" 5 3'- 1/2" IO D _ _ D � E _ im _ _ OE IO Q -2 A-1 Ti 'A L CONY- 24 A B LCO Y w �O * 8' 20 8" �, - - ----- OV. BA = O - ---- ONY w 0. O N 6' 14' 7" S, -- _ _ ----- - 24 S' r -- -- I'-O - 4'-11" 4"- 5 _g 1q _p' S„ 14,_ L. E"g ` MASTER SUI CLG.(+10 -o) 4" 12 13 9" A A-13 2" G 1, ESS I-5 4" M. BATI-I S'_I" 4' 14= di 43 4" m 21 STUDY/OFFICE " cL�.(+10'-0 ) MAST 5'-� 1/2" 4" w tv 49 S 1 I _O S' S,_I„ = 4„ _ u 10'-5' z, 5I a„ 3'-3' M 5TER $ LLCs.(+I 0 ' a0 CARI'Et .tt 2' 4" DROOM '-O„) 4 A-12 HIS CLCsC+10,_0„) 3' E N ---_ 14 10'- ¢ M. BATI-I ?I 19 C.t[LE ARPEt — �4 5'_d 4„ 3,_2„ 4" I � O Ln ROOM 2 (+l0'-o") I1 ll'-O" 4" 3' " Fin] R BED OOM o") 4 _ O a I-12 5,_ 12 n'-a v " �+ m I-I- 45 DN 48 m N I_lo 3g - iA 3'-4" 30 W-9 I/2' v -- 4"1 4l- 44" S" t — 36 - � E� EV 4„ 3 � 35 z 4, 24 _� 2 [fl_' 3„ 2" I 20 N 3 i 28 38Rro BED Q CL V-L43 ili 2 1 Ri' 8' 3" 8" � = i-1- N 19 = 3'-1" 1'-S" 8' MASTER BATH 12 13 53 14 4' _ N 6"8"8'-O"4" I-1 CA CAROET 9 16 15 IK-5'-S 7g ° " - _' .n -O 6 1 _ I II/2" 4 3' A zo HERS =1 15 4 BE a 19 i �, I-z AIR + N CLEA ELE� IIIK 1L 19 15 _ „' I-5 �,2 =% ®, I EGRESS - a " J BAT 50 Cs.(+10' c0 --------- ------------- - IF II II II II III ll1_ _I1___ LL II II , Ill IIt I I I I I I "I I A-9 4'-3" 3'_2„ 3'- 1„ 3,_I 2'-3„ I1_0„ H 31 _O„ 3 4, 3 aLl \ N OH*` -13 g Il'-6 I` g I -1 ' I 12 50 =::�] 4.5 46 �� 4" P"1 20 1-1 1/2" d DROdM `0 II -8 43 2 all 4,"O CC:II 4' 11 S„ 1' r 1/2 3'-I" 12 4.5 ---- ---------------------` I - - j II NII -L n I I - ----_-- -------- -- ---- ----- ---- O B A -ID 20'-0" 5 Ol S _O 2'-3" WILE, I-5n 4" 4'-0" C I 2'-3" 111 34'a4" ECRESS 4'-6 2 I'-at'l It 11 O„ 12'-4" 23'-4" I Coco ME THESE PLANS AND ALL PROPOSED I ARE SUBJECT TO P "i CORRECTIONS REQUIRED BY PIS ll o INSPECTORS THAI MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, C 0 N 8 -1 M 0 G EGRESS � r r N (D EGRESS � D: 3" ism e RR 11 I c REVISIONS BY w 00 w 0) r � r- (0))�' 00 I',o in 0)6 r Ln II o N I J,, I- 0 lnll w cn _ in w O Q O w LL J z O O Z = XI d w ' o 2 LLj LL O r� W C ) 0 w SIDIIIHOdVm*; OW /A U V o Za ON J L a O w O C AR -BR I SCALE 1/4"=1'-0" ' CHECKED BY DRAWN BY DATE 06/10/04 JOB 031(0 SHEET 3 - t• J OF SHEETS TOWER SOFFIT (�?ALC. FOR BEAGHBERRY 14 GOCOPLUM-R UNITS SOFFIT VENT CALCULATIONS 180 SQ. FT. X 144 = 25920.00 SQ. INCHES 25920.00 / 150 = 112,50 SQ. INCHES 112.80 SQ.IN /12 SQ. IN. PER FT.= 14.40 APPROX. 14'-5" OF VENT REQUIRED. LINEAR FOOT OF VENT PROVIDED: 44'-2' (USING 1" CONT. VENT WITH MINIMUM CLEAR SCREEN VENT = 12 SQ. IN. PER FT.) TOUJ F SOFFIT GA C. FOR COCOPLUM- R UNIT SOFFIT VENT CALCU ATIONS 250 SQ. FT. X 144 = 36000.00 SQ. INCHES 36000.00 / 150 = 240.00 SQ. INCHES 240.00 SQ.IN /12 SQ. N. PER FT.= 20.00APPROX. 20'-0" OF VENT REQUIRED. LINEAR FOOT OF VENT PROVIDED: 24'-4" (USING I" CONT. VENT WITH MINIMUM CLEAR SCREEN VENT = 12 SQ. IN. PER FT.) TOIJ fR SOFFIT CALL_ FOR AZALEA UNIT SOFFIT VENT CALCULATIONS 289 SQ. FT. X 144 41616.00 SQ. INCHES 41616.00 / 150 211.44 SQ. INCHES 211A4 JQ.IN /12 SQ. IN. PER FT.= 23.12 APPROX. 23'-I" OF VENT REQUIRED. LINEAR FOOT OF VENT PROVIDED:32'-1" (USING I" CONT. VENT WITH MINIMUM CLEAR SCREEN VENT = 12 SQ. IN. PER FT.) LOUJ OOF SOFFIT CALC- FOR BEACHBERRY I UNIT SOFFIT VENT CALCULATIONS 32S 50. FT. X 144 = 41316.00 SQ. INCHES 41316.00 / 150 315.84 SQ. INCHES 315.84 SQ.IN /12 SQ. IN. PER FT.= 2632 APPROX. 26'-4" OF VENT REQUIRED. LINEAR FOOT OF VENT PROVIDED: 41'-2" (USING I" CONT. VENT WITH MINIMUM CLEAR SCREEN VENT = 12 SQ. IN. PER FT.) I IAII \ ROOF SOFFI CALK, FOR COGOPLUM- R UNIT SOFFIT VENT CALCULATIONS 852 SQ. FT. X 144 = 122688.00 SQ. INCHES 122688.00 / 150 = 811.52 SQ. INCHES 811.92 SQ.IN /115 SQ. IN. = 1.11 APPROX. 8 TOTAL VENTS REQUIRED 8'-4" O.C. ( MAX. ) (USING 6X24 VENTS WITH MINIMUM CLEAR SCREEN VENT = 115 SQ. IN.) 1IA IN (ROOF SOFFIT CAL C. FOR BEAGHBERRY I UNIT SOFFIT VENT CALCUL T IONS 180 SQ. FT. X 144 = 112320.00 SQ. INCHES 112320.00 / 150 = 14880 SQ. INCHES 148.80 SQ.IN 1121 SQ. N. PER FT.= 6.19 APPROX. 6'-2" OF VENT REQUIRED. LINEAR FOOT OF VENT PROVIDED: 62 -10" (USING I" CONT. VENT WITH MINIMUM CLEAR SCREEN VENT = 121 SQ. IN. PER FT.) 1�*IA IN F�,001= SOFFIT CAL.C. FOR AZALEA UNIT SOFFIT VENT CALCULATIONS 164 SQ. FT. X 144 = 110016.00 SQ. INCHES 110016.00 / 150 = 133A4 SQ. INCHES 133.44 SQ.IN /115 SQ. IN. = 638 APPROX. 1 TOTAL VENTS REQUIRED 3T-11" / 1 = V-5" O.C. ( MAX. ) (USING 6X24 VENTS WITH MINIMUM CLEAR SCREEN VENT = 115 SQ. IN.) I, 1_6 1_6 O.H. I O.H. O.H. O - O p? I M T------------- ---T --r ----r - --- ---- --7 -- r--- -- ---- r--- - r-------- ----- ------ - -- - - -r- --------------- --- _J_ _---i _ __---_.___ ____L_--__I L J T T_._ -r_ ---PA -- -------------------- F------ - - - - - - - - - - - - - - - - - - - - - - - -- IIL II.5 1--1-T� V __ -_ _--- _ _-� A 1 _r._ _ ___ -_I-4.5r1�_---- 4.5LAT 4.5 12 `� N4A-I VALLEY AT VALLEY 1- j A-12I^A --- ----- ---- I I'.I 1 -12 1 I AT WALL Al2 L 12 I7 �Q-13 1 1 I- I 10 I I I I AT VALLEY 1 rj A-12 r ----Ll - I ----- - , --------- �' rli 11''I N y i u- 12 i I _ r lzii - I.1 r r1ti� I III r 12 Z I I , I I I II � I I O Ail- II I III IlII _ 1 III. IILI 4.51� 1 �N 1 .. gyp' I I uI. II I' ----------- O.H. u u u 1 0 _ I iI I II 1 : I1 III v Ili � II 12 1 12 4.5r�-_ l414.5 AT WALL I J � 1 ---------- ______-__ L___1__r 12 �45 L---- -- L---- _L 1 p p O. . --- ----L ---- -1_ T LL A•IZ r Ili A-13 L /T, V - 12 v 12 j F--` -------'ill---------- �} ---' l --- -----51 T- Y- 7---- r----- 1 I i 4.. L J__ 1 III �ILl Ir - 1I N I I I L III I- �Lll _I I _ _Il___ LL 11 WI II .� I I Iw II II II II li_��p I I I I Lh i I - �O I O ' _6��-O- O.H. O.H. O:H. 4.H H A A 7 AI CD REVISIONS BY I- W 00 W N 0) CO'' 0 00 I 19 rn 0 I� ('4' 1 r7 0)O O Ln i i O N nI I O Q III11 �II W O w o L IIz W _ _j LL O z 0 = 0 . z Q T X, 0- a- Q I� O : � I LLo 0 W 0 13 S10311HOdVas:a. OW z Z /A U V o Z 0= 0 J O� a O �L CD Y ROOF F LAN 1/ 11 po a of THESE PLANS AND ALL PROPOSED WORK o ARE SUBJECT TO ANY CORRECTIONS a REQUIRED 9Y FIELD INSPECTORS CT OR S THAT MAY BE NECESSARY IN ORDER TO o COMPLY WITH ALL APPLICABLE CODES.n. co �v� C-AR-BR SCALE 1/4"=I'-O" CHECKED BY DRAWN BY DATE 06110104 JOB 031 ro SHEE _4 O SHEETS 8/ 9/04 _ RAUL' R. sOTOLONGO REGIST. No AR-7 7 1 2 r= REVISIONS BY I I•� I • I• I• s I as I I n • • • • • u • • I s I • I I I • • 1 • ■©©o®0000mmmmmmmmmi��mmm�m�mmmz - • -•• MIN HOME ■■■■■■■m■■■■ ■■■E■■■■ MINE_ - • ,�-•• ■le®■■■■■■■■■■m■■■■III■■■■■■Fi.-'■■■■ •-- ..- ■■®■■■oe■■■e■m■■■■i�■■■■■erg■■■■ CABINET PACKING STUD REIINE NOTES: AS PER THE 2001 F.B. ., CHAPT. 23 SECT. 2318.1.15 -STUDS IN PARING WALLS, EXTERIOR WALLS AND NON BEARING PARTITIONS S PPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHAL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C._ OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.C. A MINIMUM 2x4 HORIZONTAL WOOD MEMBER, SECURELY FA8 TENED TO NOT LESS THAN (2) SUCH STUDS, SHALL BE INSTALLED FOR rHE ATTACHMENT OF EACH WALL HUNG PLUMBING FIXTURE AND IIALL CABINET. CONTRACTOR TO PROVIDE DOUBLE (25 GAGE) VERTICAL ITL. STUDS SPACED AT A MIN. OF I6" O.G. AND MEETING THE ABOVE MENTIONED HORIZONTAL FRAMING REQUIREMENTS. DOOR NOTES ON EGRESS: CAN I. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN OPEN THE DOOR FROM INSIDE THE CLOSET. 2. EVERY BATHROO DOOR SHALL BE DESIGNED TO ALLC W OPENING FROM THE OUTSIDE DURING AN EMERGENCY WHEN LOCKED. 3. NO DOUBLE CYL DER KEY LOCKS OR KEY OPERATED HAIN LOCKS SHALL BE INSTALLEC ON THE FRONT ENTRANCE DOOR EGRESS T J=E WINDOW NOTES: I. WINDOW SHALL BE OPERABLE FROM THE INSIDE WITHOUl THE USE OF TOOLS AND PROVIDE A CLEAR OPENING OF NOT LESS TWA 4 20" IN WIDTH, 24" IN HEIGHT ,AND 5."1((��&Q. FT. IN AREA..�T�H�EE 50TTO �Or- THEN" / I E G CRAMA LSE-FIIG EI� A'1JT�4" OFF- ORD INAT 9CINE CABINET, TOILET ,APER HOLDERS, SOAF ISH 4 TOWEL BAA LOC,ATIOlslS. DOOR SCHEDULE _ (FOR ALL UNITS AS APPLICABLE, SEE FLOOR PLAN) DOOR FRAME FIRE o REMARKS UJIDTµ PT. TP. MAT. TYPE MAT. TPRESP. DETAIL RATING 1 3'-0" V-O" I 3/4F I5ERGLAS i e PANELED WOOD ALUM. WEATHERSTRIP/ EYESCOPE INSULATED, SECURITY HINGES. 2 3'-O" 8'-O" 13✓4" AL./CsLA5S FRENCH ALUM: ALUM. SECURITY HINGES/UIEATHERSTRIP/IMPACT GLAS <'7 • W/ SIDE LITE5. WHITE ESP 3 3'-O" 8'-O" 13j4" AL./GLASS FRENCH; ALUM. ALUM. SECURITY HINGES/WEATHERSTRIP/IMPACT GLAS %< UI 1 2'-8" 8'-0" 1 3ia" METAL PANELED WOOD ALUM AUTOCLOSER / WEATHERSTRIP INSULATED 2 2'-8" V-0" 1 Na" MA50NITE PANELED WOOD 3 PANELS 1" UNDERCUT z 3 (2) 2'-6" V-0" I Ne" MASONITE PANELED WOOD 3 PANELS I" UNDERCUT N 4 2'-6" 8'-0" 1 N." WOOD LOUV. WOOD FULL LOUVERED CL 2'-6" 8'-O" 13ia" MA50NITE PANELED WOOD 3 PANELS I" UNDERCUT O5 6 (2) 2'-0" V-O" 1-3!a" MASONITE PANELED WOOD 3 PANELS I" UNDERCUT -1 2'-4" 8'-0" 1 aka" MA50NITE PANELED WOOD 3 PANELS I UNDERCUT AIRTIGHT / W ATH R5TRIP AT A/C CLOSET ONLY 8 • 1'-6" V-O" 1 3/a" MASONITE PANELED WOOD 3 PANTOS PR UNDERCUT 9 2'-6" 6'-8" 1 No" MASONITE FLUSH WOOD 4IRTIGHT / WEATHERSTRIP AT A/C CLOSETS ONLY 10 3'-0" 8'-O" I Na" MASONITE PANELED WOOD 3" PANELS I" UNDERCUT II 2'-O" 8'-O" 1 Na" MASONITE ANELED WOOD " PANELS 1" UNDERCUT 12 2'-6" 8'-0" 1 No" MASONITE POC<ET WOOD PANELSUNDERCUT 6'-0" 8'-O'' MASONITE PANELED 3 PANELS 2 4'-0" 8'-0" WOOD LOUVERED FULLY LOUVERED Q o 3 2'-6", 8'-0" MASONITE PANELED 3 PANELS 4 2'-O" 8'-0" MA50NITE PANELED 3 PANELS m� W 5 V-6" V-0" WOOD LOUVERED FULLY LOUVERED 8'-0" MASONITE PANELED 3 PANELS N Q(L 2 5'-0" 8'-0" MA50NITE PANELED 3 PANELS P m l7 1 8.0" 8'-0" LUM/GLASS ALUM. IMPACT GLASS. WHITE E.5.P Q2 6'-O" IS'-0.1 LUM/GLASS ALUM. IMPACT GLASS. WHITE E.5.P H I 16'-0" 8'-0" METAL PANELED WOOD 60`SQ IN VENT PER CAR Ul Q 2 9'-0" 8'-0" METAL PANELED WOOD 60 50 IN VENT PER CAR Q WINDOW SCHEDULE TRANSOM SEE ELEVATIONS MARK DESCRIPTION MASONRY FRAME CxLA55 I REMARKS OPEN ING O35 5H 54" X 3" ALUM. IMPACT GREY TINT WHITE E.S.P. OI/2 35 SH 21" X 3" ALUM. IMPACT GREY TINT WHITE E.B.P. TEMP. BOTT SASH IN TUB/ SHOWER O 1/2 34 5H 21" X 511, ALUM. IMPACT GREY TINT WHITE E.S.P. TEMP GLASS BOTTOM SASH IN TUB/SHOWERS ONLY O 1/2 33 SH 21" X 9" ALUM. IMPACT GREY TINT WHITE E.S.P. TEMP GLASS m BOTTOM SASH IN TUB/SHOWERS ONLY O (3) 25 SH III X 3' ALUM. IMPACT GREY TINT EGRESS e SLEEPING ROOMS WHITE E.5.P O (2) 25 SH 15" X V. ALUM. IMPACT GREY TINT 11 EGRESS a SLEEPING ROOMS WHITE E.S.P. O 25 SH 38'' X 3" ALUM. IMPACT GREY TINT EGRESS ,w SLEEPING ROOMS WHITE E.S.P-TEMP. GLASS e BATT SASH a+ BAT O 13 5H 21" X 9" ALUM. IMPACT GREY TINT WHITE E.S.P. TEMP GLASS @ 0 SEE ELEV. BOTTOM SASH IN TUB/SHOWERS ONLY (D OVAL 2'-O" X '-8" ALUM. IMPACT GREY TINT WHITE E.S.P. SEE ELEV. NOTE: CONTRACTOfR TO COORDINATE WINDOW/DOOR 1 I,ASONR�I OPENINGS WITH SELECTED WINDOW /DOOR 1 I,ANUF,ACTURER. I— W pU W 0) 0) 00 T to a d- N �` O In II N r710 c 0 W (n O U W I:-1Q � U_ W �I U 0� Z J O — O 1' Z Q, T X d cL Q 0� O � W O n -1 U. O I ~ S1JJ11HJdVR 00 0 U �J C za_ 0 0 N J s Le - 03 W w o Q Y iF N�F a #—itu w a o U w o Lu �I a 0 m o 1 0 Q ^ a 3 (7 0 � 6 W N �1 s a M O w N N w w 1 I 0 I 7 0 L x 0 x C) z V) THESE PLANS AND A W LL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS & ° REQUIRED ICY PIELD INSPECTORS THAT MAY 6E NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. SCALE CHECKED BY DRAWN BY DATE 04/I6/04 JOB 031 ro SHEET OF SHEETS KEY NOTES I. LIGHT TEXTURED STUCCO 2. SPANISH "S" TILE ROOF 3. 2 X 8 FASCIA PAINTED (STRUCTURAL GRADE) 4. SMOOTH FINISH STUCCO MOULDING (SEE PROFILE A) 5. 1" X 6" SMOOTH FINISH STUCCO BAND 6. SMOOTH FINISH STUCCO COVERED STYROFOAM MOULDING (SEE PROFILE B. USE FILLER ONLY WHEN COMBINED WITH PROFILE C OR D) Z. SMOOTH FINISH STUCCO COVERED STYROFOAM MOULDING (SEE PROFILE C) 8. SMOOTH FINISHED STUCCO COVERED STYROFOAM MOULDING (SEE PROFILE D) S. SMOOTH FINISHED STUCCO COVERED STYROFOAM MOULDING (SEE PROFILE E) 10. SMOOTH FINISHED STUCCO COVERED STYROFOAM DECORAT{VE 11/2" MEDALLION (SEE PROFILE H) 11. METAL RAILING TO REJECT A 4"m OBJECT MANUFACTURER TO SUBMIT -SHOP DRAWING TO 12. ARCHITECT FOR APPROVAL PRIOR TO FABRICATION CANVAS AWNING ON METAL FRAME (SEE J. SHEET A- i) 13. 8" 0 DECORATIVE STYROFOAM HALF COLTUrL j 14. 15. 12 m DECORATIVE STYROFOAM COLUMN RAISED SMOOTH FINISH STUCCO BAND (SEE PROFILE F) 16. COACH LIGHT EXT. GRADE BOTT im ro'-8" 11. 3" X 8" RAFTERSIie SOUTHERN YELLOW PINE IS- 4" X 8" BEAMI/e SOUTHERN YELLOW PINE I roll X roll WOOD BRACKET SOUTHERN YELLOW PINE 20. 1" RAISED SMOOTH FINISHED STUCCO QUOINS (SEE DETAIL 2) 21. SMOOTH FINISHED STUCCO COVERED STYROFOAM MOULDING (SEE PROFILE G) 22. 1/7 x 4" SMOOTH FINISH STUCCO BAND 23. LINE OF FINISH FLOOR 24. SMOOTH FINISHED STUCCO COVERED STYROFOAM MOULDING PROFILE I O DETAIL 3" 25. PRECAST CONC. LINTEL 26. Ne" STUCCO ON FELT BACKED METAL LATH ON 15/32" PLYWOOD ON STUDDEDEND TRUSS OR 2X WOOD FRAME m 16 " O.G TOP OF BEAM 4 jTOP oL OF PLATE ELEV=+34'-10" TOP OP BEAM ELEV=+31' 3 4 STOP OF SLAB ELEV=+20'-2" h TOP OF SLAB ELEV=+10'-I" FINISH FLOOR ELEV-+O'-O" O in 011 J ODETAIL 3" 31/2 � � 3 clt 1/2" 1/2 70 OD TAIL 3" 2k 'fin Ii 66V 1 I I OID E T A I )_ 1/2 '' 1/2" I C 81/2 2'-2" ODETAIL 3" AT VALLEY THESE PLANS AND ALL PRI ARE SUBJECT TO ANY CC REQUIRED ICY FIELD INSPI MAY BE NECESSARY IN COMPLY WITH ALL APPLIC 26 12 ]¢'S 2 TOP OF BEAM ELEV=+36'-5" TOP OF BEAM 4 TOP OF PLATE ELEV=+3 '-I TOP OF BEAM rj ELEV=+33'-Si/z TOF' OF BEAM 24 ELEV=+31'-10" _3 ' 23 TOP OF SLAB ELEV=+21'-10" m 4 22 0 & _ i a r�r IFS M �1 O 0 a CC FSHINIFLOOR c=i U W a l'� a u 0 9 ISED WORD ECTIONS ORS THAT DER TO .E .E CODES. �f 3 UNU BLDG SCALE 1/4"=1'-0" CHECKED BY DRAWN BY DATE 04116104 JOB 0316 SHEET A-6 OF SHEETS i5 1 U7 RAUL R SO OLONGO REGIST. N° AR-7 7 1 2 I I. ODETAIL 3" N_ �O s - e,, s °� v 1'- 15/16 I'- b 3/4" 1' 5 "1/8' d win 9 Ci TYP. w �? TYP. w G iz TYP. w %/j;// a Ci w ENTRY FORCH/1DOCIR a-7 NOTE RETURN MOULDING COLOR AND TEXTURE INTO OPENING. (TYP. ALL OPENINGS) WRAP MOULDING COLOR AND TEXTURE AROUND COLUMNS. RETURN MOULDING TEXTURE AND COLOR UNDER ARCH PLUS REPEAT MOULDING ON OPPOSITE SIDE ARCH. 24 12 4.51 q„ DETAIL 1/2 O DETAIL 3/4 O REVISIONS BY W 00 W � W N 0) 0 co I-- 00 r I 0 O I N p� O � I' o N I) p ^ rn 0O LO' W U W I) fi W _�v LL i0 z _j O — O z = x Q 0- Q Q 0 W O W C) O S1�3I1113dv 2 A-9 Alm OW z U o z< 0,/1 O 11,41 2 t 2 O O a affffffiiffi Ij F: :::111 12 �w r--------------- ----------J I L--------------- ----- -J IT IT] � �: I ro FU a- LLI Tu, y a 25LL IF 25 O � 6 LU Ll LWI iij\LLLLL 5EA H5ERRY 1-R I ,azaL��-R I COCOFLUrl AR ELEVATION THESE PLANS AND ALI, PROPOSED ORK ARE SUBJECT TO, �"� CORRECTi NS REQUIRED O E'ELD INSPECTORS T AT MAYBE NECE,SSARY IN ORDER T COMPLY WITH ALL AEELICAELE, CO ES. mm 14.5 K O 3 N -Z TOP OF 5EAM m _+ - " ELE v 34 10 O - 24 TOP OF BEAM ELEv=+31'-10" i � z w o / 3 mOL x 3 P� w i a vy/ 11 Vl o Q-1 A' i ® o +- F L jj a TOP OF SLAB > > _ o .ELEv=+21'-10" 0 O' 9 U w � w m ii4-VJ J�4-�F1 0 8 z a U V U_ a TOP OF SLAE ELEv= a z w, o vi 9 w J 5 ui � o w m FINISH FLOOR ELEv=+0'-0" co M O Q m K O U Z H W O af a i a z w 0 a 3 UNIT BLDG SCALE CHECKED BY DRAWN BY DATE 04/16/ 4 JOB 031C SHEET A-7 O SHE 4, 1 RAUL R SOTOLONGO REGIST. N 0 AR-7 7 1 2 2 12 4.5F z 12 4.5F— r� ��1^IAIAIAIAIAIAIAI�j��lAlAIAlAI�1�lI�A�A I�IIAiAIAIAIAIAIA�lIr�lAlAlAIAIAIAIAIA� I I 1 ® ff Af AIAIAIAIAIAI�� .— OF AlAi�li,,` •_ IA►AIAIAIAIAI�I�j�lAIAtAIAIAIAIAIAI��,.1/!IA�AiAIAIA�A�AIA�A�A�AlA�A M �IAIA�AIAl1AlA��%N1AIAIAIAIAIAIAIAIAIAlA�1;= rtae rrarlr r ®'r7r rlr7rtr r7r r a+r r r _ \ -- ht�IAI�IAIAIAI�IA�ji�1�I AtIAtAIAIAIAI�b'�IAIAIAIAIAIArA►AIArAIAIr ������� A�A�► !AA�A AIAIAIAIAIAIAIAIAIA�AIAINIAIAIAIAIAIAIAIAIAIAIAIA� A I i A� i A�A�A A�A�A ��A�A���A�A�1► �, TOP . BEAM ,.rlrlr.r'rI_lrlwl- l4rI rtrlr r!rlrf®Jr1 iye a (,:E}g m FIGHT ELEVATION THESE PLANS AND, ALL PROPOSED ARE SUBJECT TO ANY CO RECTI REQUIRED BY FELD INZSPECMRS MAY BE NECESSARY IN ORDERTI COMPLY WITH ALL APPLICABLE CO REVISIONS BY w Ib w V) 00 = r� I 0) O N r p� O 00 Ln 1 N Iq O o � rn `n w cn o w OJ W _ LL C� � z J O = O z Q = x Iz Q 0, o w LL o V) W U � O L 23 Q $ W r M O/ Q m 0 O ap FORK & NS 1iAT LL IEa�4 }^� C V r 0 0 a S2 U S w W J W a w m W R W 2 w w c� Olt lr\8/1 /04 3 UNIT BLDG SCALE 114°=1'-OI' CHECKED BY R,S. DRAWNBY DATE 04/1&/04, JOB 0316 SHEET A-8 OF% SHEETS REGLST. N° 1'I 71 <E**r NOTES SPANISH "S" TILE ROOF 2. PREFAB. WOOD TRU55ES o 24" O.0 3. CONCRETE SLAB (SEE STRUCTURAL DRAWINGS) 4. METAL SEAT 4 STRAP AT EACH TRUSS 5. GALVANIZED METAL DRIP 6. 2X8 STRUCTURAL GRADE FASCIA (PAINTED) 1. INSULATION (SEE ENERGY CALCULATIONS) 8. CONCRETE FOOTING (SEE STRUCTURAL DRAWINGS) 9. 6" C.M.0 WALL 10. LIGHT TEXTURE STUCCO 11. 12"0 DECORATIVE STYROFOAM COLUMN 12. SMOOTH FINISH STUCCO COVERED STYROFOAM MOULDING (SEE PROFILE C ON ELEVATIONS SHEET.) 13. SMOOTH FINISH STUCCO COVERED 5TYROFOAM MOULDING (SEE PROFILE B ON ELEVATIONS SHEET.) 14. 3"XS" RAFTERS 15. 6"X6" WOOD BRACKET 1(o. CONC. BEAM. (SEE STRUCTURAL). 11. PRECAST GONG. LINTEL TOP OF BEAM ELEv=+34'-10" h TOP OF BEAM ELEv=+31'-1O" 1'-6. 0. 16 11 oL TOP OF SLAB ELEv=+21'-1O 11 9 TOP OF SLAB ELEv=+10'-1" 11 Pi8 OIL FINISH FLOOR ELEv=+O-O',' II ,WIT, —II I I -I-1 IIL. III III=IIII III �-III I II I III LI=III III -III ' I l IJI-III III III=III I I III II1=1II III -11 III -III III III-f I I III III=11I ' H 11=III III III=III III III= �� III �-1I I III I I l i l -III=III III III=11I-III �= �=111 I } I III-11_I III III-1_I 11- 3 MASTER SUITE LIVING ROOM GUEST SUITE 0 0 G 12 SEE ELEV. TOP OF BEAM 4 ELEVATIONS) LJ z ,� A-9 SCALE 3/4"�=1'-O" 2 . 1 12 14.5 1 L I CN- 3'-0" O.H TA IL 4] TOP OF BEAM l` ELEv=+36'-5" 5 _6" 6 nO.H TOP OF BEAM ELEv=+31'-10" 10 16 13 1z r- - - 1 1 TOP OF SLAB 1 I ELEv=+21'-10" I- 1 14 1, 1 1 1 51 ------J 1O TOP OF SLAB ELEv=+10'-1°o IS/32" "CDX" PL P SHEATHING 4.5� 12 W/ Bd NAILS e 0,11 O.C. e INTERMEDIATE POINTS d 4" O.G. a EDGEE TYPICAL 2"xb" T4G SOFFIT LINW-s FIXED ,-� 3"x8" RAFTERSuj c0 Z ---- ���� -�,: Yx8" RAFTER 411x8" BEAM FIXED TO A - BRACKET GALV. METAL DRIP 2X8 STRUCTURAL GRADE FASCIA 6'-8" MIN. AFF = fw 3X8 RAFTER i 8" -1 -4 3/4" 4" 2'-4 3/4' Aig DETAIL FINISH FLOOR ELEv=+0'-O Illlllllli�l�� III=1 I I III III=1 I=" I I III I LI-III-III I I I I=11 �I I I-111=1 I I 111 IJI=1 I I`I "- III III I LI=1 I I III III=1 i i= THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED By FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, rh TOP OF BEAM 1SE77 E PLANS 4 ELEVATIONS) PREFAB WOOD TRUSSES T.B. SEE PLANS AND BEAM SCHEDULE TOP OF BEAM rih, ELEv=+36'-5 TOP OF BEAM ELEV=+31'-10" TOP OF SLAB ELEv=+21'-10" TOP OF 5EAM ELEV=+20'-2" SEE KEY NOTES FOR WATERPROOFING FOR TERRACE A/A_C3 FINISH FLOOR ELEv=+O'_O I REVISIONS BY i W z 0 U _ O 2 Q 0 a w K 3 0 N S10311H021VW 0= 0 o U O Q Z 02 N 3 i J rc 0a H w k 0; N �? 1#— ® Q U— lu U +-a ca 0 0 � � z UI y 0 i n T U��Nr�F ��A !]Ld11- f1 SCALE 1/411=11_0" CHECKED BY DRAWN BY DATE 04/16/04 JOB 0316 SHEET OF SHEETS co RAUL R Si REGIST. No -ONC -7 71 REVISIONS BY <E1' NOTES 1. SPANISH "S" TILE ROOF 2. PREFAB. WOOD TRUSSES B 24" O.0 3. CONCRETE SLAB (SEE STRUCTURAL DRR4WING5) 4. METAL SEAT t STRAP AT EACH TRU55 5. GALVANIZED METAL DRIP 6. 2X13 STRUCTURAL GRADE FASCIA (PAINTED) 1.INSULATION (SEE ENERGY CALCULATIONS) 8. CONCRETE FOOTING (SEE STRUCTURAL DRAIUINGS) 9. 8" CM.0 WALL 10. LIGHT TEXTURE STUCCO 11. STYROFOAM MOULDINGS. SEE ELEV. 12. METAL RAILING UJITH PICKETS TO REJECT A 4" 0 OBJECT oL TOP OF BEAM, ELEV=+34'-10" TOP OF BEAM ELEV=+31'-l0" TOP OF SLAB ELEV=+21'-10" m 12 TOP OF SLAB II ELEV=+10'-1" FINISH FLOOR ELEV=+O'-O" L'1 1' 0 2 k I I 1 1" ,45TER S ITE _ \ L L D IN ING F PARLOR tl' '-E-3-`),!5GT 1ON UNIT A-10 2 CAR GAIRAGE h TOP OF BEAM ELEV=+23'-2" ■ TH a 1- THESE PLANS AND ALL R'4NPOSED WORK ARE SUBJECT �TC f VY OOnN 9RWLp9uJ 6iCis/ 1iv'Y�tpEOi06Js PAYEENECE EAY,N6OR5THAT COMPLY Y&'iTt$, ORDERTO ArRUTA1,43LE CODES. TOP OF BEAM ELEV=+31'-1O" TOP OF SLAB ELEV=+21'-10" TOP OF BEAM ELEV=+20'-2" TOP OF 5LA5 ELEV=+1O'-1" FINISH FLOOR ELEV=+O'-0" I— W Go W 0) I— N m M �o 00 m r� O r O �n I o N O 0) V 0O Ln W z W .. �. OJ = O U � z J p — O z = x d Q d Q E o W W O w U (D O S1J311H�2Jb'::� 7 Oo OW z ` O� y J m OW a W 03 fA i 0 h c 0 W I 3 t" W a 0 0 —t a + LH O LL U W � U 0 Lu ✓y' W W 0 ^^ O O Z C 4 U � O 0 z U W E 5 a W of W f Z_ of F- 2 K UNIT R L BFACHBERRY I SCALE 1/4"=1'—O" CHECKED BY DRAWN BY DATE 04/16/04 JOB 0316 SHEET A-10 OF SHEETS 8/ 19/04 RAUL R SOTOL6l GO REGIST. No AR-7 7 12 KE'I' NOTES I. SPANISH "S" TILE ROOF 2. PREFA5. WOOD TRUSSES B 24" O.G 3. CONCRETE SLA5 (SEE STRUCTURAL DRAWINGS) 4. METAL SEAT t STRAP AT EACH TRUSS 5. GALVANIZED METAL DRIP 6. 2X8 STRUCTURAL GRADE FASCIA (PAINTED) 1. INSULATION (SEE ENERGY CALCULATIONS) 8. CONCRETE FOOTING (SEE STRUCTURAL DRAWINGS) S. 8" CM.0 WALL 10. LIGHT TEXTURE STUCCO 11. STYROFOAM MOULDING 12. METAL RAILING WITH PICKETS TO REJECT A 4" 0 OBJECT J 9 n W WO F 3 il�-.--1! W 4Z Z U Pj O K O ® � Y Q I--i ff z W t tl T II tu O 0 u > 1 6 u x 1• V r-J / II r- :3 W W Lu FAMM Al o �� I ACPT r-�Tl - - - - I I =11 III-III=III_III-III=III III III=111 III III=III III-III=III-III=III=III III-III=III III III -III III -III III -III -III -III III III -III- ---- III_III_III-II�III- „� III_III-III-III_III_III-III-III-III III -III -III -III I I III III � _I - - _ - _ _ I_I II _ - - - - - - - -I_-111 _I1I1 I III fI_I LI i_I I_T_ III_III III=IIJ=III II_III-III=III=III-111-III_III III-1T_I_III-III-111-III III_III_III III-111 I _ _ I I _ _- ' 1-111=111=III-III=111=III=III=III=III-111=111=111=III=111=11 LI11_III III_III- = .III_III-III_III-IIi_I11=II1_III_III_III_III_III II II I _ l- I _ — — — _ _ _ _ -II I_LI -11I-III-III-III-I I I_I II-ILI-I I I_I II_I I I -I I_I I -III -III -III -III -III -III LI-111=1I -I I1=111=1IJ-1I I I -I I -I I-11I-I I_I III III-III-1I III-11I-1 I- I -III_III_III_III_II_III_III III-III-III_III_III_LII III_III_III-III III III II III III III_111=111 III-111- _III_IIJ_f 1IFI _III-III-111-III-J II L LI=11=1 -1 I I-1 I III=I 1i=111-�=1 I1=1I 1=1 I L -III-III-111 III=111-III=III=111=III-III-III_III-�_III_III-III-111_III_III III-�_I11-111-III-111 I I I I II-_ I_ I11 —II— II— I _---==-1_ I III=III=11 -111-III III -III -III. III=III-III 111=111�-III III=III=III III -{II -III II III�III III III III III III_I11_III III_III_III „II II II III„III-III-111="- - "-r=111 . 111 ,111 III III=III=� III=III-III III-T Al 111_III„111�111-III=I" -III_ III- III-III=III II-1111111 III- III -ICI -III - III - n _ III — PARLOR SECTION UNIT G /c1 -+ L C Ev E IL1=1 �I=III=III_ 1-III-III-III= III III=III ' —=1 I=III_ 11111 I -111-I IIIII IV MESS PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED DY PIE INkIPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICARLE CODES. :;)o O U z n o W i m a i a Ena. W a U 0 Y 3 0 a U z a U W 0 a a LL G t U a 0 a rc r 0 i U W J N 6 W m w x K Z 0 W t Nr V COCOPLUM SCALE 1/4." = 1-OI' CHECKED BY DRAWN BY i DATE 04/1(o/04 JOB 031 ro i SHEET' —ld OF SHEETS 1 x 4 P.T. WOOD BLOCKING, SET SNAP IN GLAZING IN CONTINUOUS SEALANT BED. BEAD (TYP.) \ ATTACH WINDOWS TO 1 X BUCK AS PER PRODUCT APPROVAL VINYL WEATHER STRIPPING (T�PERIMETER SEALANT AND rVIMYL BACK BEDDING (TYP) ATHER ALL WINDOW SILLS TO BE WOOD BLOCKING TO BE NOWDEVELED I X 4 FOR PRECAST CONCRETE UNLESS WINDOWS A 1 X (o FOR SGD. AND NAILED WITH HILTI DENOTED OTHERWISE ON X-DNI b2P8 AT 12" O.C. AND 3" FROM TOP AND BOTTOM. STRUCTURAL DRAWINGS. SET IN GONT. SEALANT BED (� ^ A V TIE BEAM OR LINTEL SEE STRUCTURAL ___n `I� DRAWINGS FOR SIZE l RENF. STRIPPING (TYP.) PERIMETER SEALANT AND U IDO o 0 BACK BEDDING oEDDING (TYP.) 10 0o. C) o STUCCO WINDOW JAMB WINDOW SILL DETAIL WINDOW DETAILS 900FELT NOT -MOPPED OVER GALV. MTL. FLASHING METAL ROOF, BARREL TILE MIN I" HIGH SPLASH OR FLAT DIVERTER AS PER CEMENT TILE F.B.0 1501.43 4" SPACE 19/32" PLYWD. SHTG. 1SECT ION N.T.S. TYPICAL VALLEY FLA6HINC; WATER RESISTANT GYP. BD. ON 3 5/8" METAL STUD CER TILE ON THIN SET METAL LATH AND MORTAR SEALANT MORTAR, SLOPE FROM I" o PERIMETER TO 0" 6 DRAIN TILE SHOWER RECEPTOR CAST -IN -PLACE OR PRECAST CONCRETE CURB EXPOSED TO SLAB 60 MIL MIN. REINFORCED l PLASTIC SHOWER PAN as = CONCRETE SLAB OR WOOD FLOOR�� SYSTEM (SEE STRUCT. DWG-6.) i6� TYPICAL SHOWER PAN DETAIL A-12) N.T.S. 3 5/8" MTL. STUDS MTL. RUNNER ATTACHED TO BLOCK OR SLAB W/ HILTI DN1258 POWER DRIVEN NAILS o 12" O.C. G Is,Bllr MTL. F GYP. BRD. TO BI 1 5/5" MTL. STUDS I HILTI DRIVI ® loll O.C. �l a � SECTION A-12 )FULL DROP CEILING � K>. STUCCO / PERIMETER SEALANT AND BACK 5/8" STUCCO FI I x 4 P.T. WOOD BLOCKING, SET IN CONTINUOUS SEALANT BED. BEDDING ATTACH WINDOWS TO 1 X 4 BLOGKINGAS PER PRODUCT APPROVAL WINDOW HEAD DETAIL LINE OF WALL MIR 5/8" STUCCO FINISH FLASHING t COUNTER FLASHING AS PER MANUF. SPECS. METAL ROOF, BARREL TILE OR FLAT CEMENT TILE LINE OF WD. FRAMING SECTION VAPTFS N.T.S. G(M 1. CAUL BRICK MOL 2 X RA551 HEADER ATTACH AS 1/2" DRYWALL FINISH TIE BEAM OR LINTEL SEE STRUCTURAL DRAWINGS FOR SIZE t RENF. 2 X 4 P.T. WOOD BLOCK W/ GONT. CAULKING HILTI 0 DS 82 PIC AT 12" O.C., b" FROM TOP d BOTTOM. OR BRICK MOULDING 3" X I/4"0 TAPCONS AT 12" O.C, b" FROM TOP t BOTTOM 2 X RABBETED JAMB HEADER IOR DOOR: DETAILS WOOD TRUSS BEYOND INSULATION ADHERED TO 1/2" PLYWD. SHTG V2" PLYWD. SHTG — (1) LAYER OF GW.B. ADHERED TO PLYWOOD SHEATHING (COORDINATE THICKNESS W/ ADJACENT CEILING) Q ATTIC ACCESS (LOCKINCc TYPE) ATTACH AS PER PROVIDE HOLD DOWN DEVICE WOOD CASING AT SIDE 2" X 2" X 1/2" CLIP ANGLE N.T.S. 1/2" DRYWALL FINISH B" CONCRETE BLOCK FILLED WITH GROUT `'' OR TIE COLUMN z � 2 X 4 P.T. WOOD BLOCK W/ HILTI • DS 82 P10 AT 12" O.C, b" FROM TOP 4 BOTTOM. OR Ipp� 3" X 1/4"0 TAPCON5 AT 12" r,l O.C., 6" FROM TOP d BOTTOM -T-S- AS PER F.H.A. I/4" - o STUCCO FINISH 4� ��� o , C) i � o 1/2" FILLER AT 1: 2 �) SLOPE (IF APPLIES) SEALANT SEE FINISH ATTACHMENT OF SGD. TO TIE BEAM OR LINTEL SEE SCHEDULE WOOD BLOCKING AS PER STRUCTURAL DRAWINGS WINDOW MANUFACTURER FOR SIZE t REINF. SPECIFICATIONS. S A ANT 1 x 6 P.T. WOOD BLOCKING, SET IN CONTINUOUS d n . 1) SEALANT BED. �� �• U SCREEN (WHEN LONG o SLAB ANCHORS AS PER REQUIRED) — -m I�F WINDOW MANUFACTURER SILL DETAIL SPECIFICATIONS. HEAD DETAIL /1 W r 4•- I r• I A l- w A E I N STUD TRACK FASTENED W/ DN31P8 "HILTI" SHOTS ® 16 O.0 TO CONCRETE SLAB OR W/ 1" "5" SCREWS AT EACH TRUSS As" METAL STUDS AT 24 O.C. (25 GAUGE MIN. UDN.) '/2" GYPSUM BOARD ON EACH SIDE STUD TRACK FASTENED W/ DN31P8 "HILTI" SHOTS 9 16 O.C. TO CONCRETE SLAB OR W/ I" "S" SCREWS AT 24" D.G. TO WOOD FLOOR SYSTEM WD. BASE INT. PART. DET 11/9 " THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORnECT! NS REQUIRED By F.IELD IHEPECTORS HAT MAY BE HEOESSARY IN ORDER COMPLY WITH ALL APPLICABLE CO ES" HANDRAIL MOULDING ENERGY NOTES: THE HOUSE MUST COMPLY WITH ALL PRESCRIPTIVE REQUIREMENTS FOR WINDOW, DOOR AND DUCTWORK INFILTRATION INCLUDES THE FOLLOWING REQUIREMENTS. o WINDOWS SHALL HAVE A MAXIMUM OF 03 GPM. PER LINEAR FOOT OF OPERABLE SASH CRACK METAL PICKETS SPACED TO SWING DOORS SHALL HAVE A MAXIMUM OF 05 CFM. PER SQUARE FOOT OF DOOR REJECT A 4" 0 OBJECT AREA INFILTRATION SLIDING GLASS DOORS SHALL HAVE A MAXIMUM OF 03 GPM. PER SQUARE FOOT OF DOOR AREA INFILTRATION EXTERIOR JOINTS OR OPENINGS IN THE BUILDING ENVELOPE SHALL BE CAULKED, BOTTOM CHANNEL GASKETED, WEATHER-STRIPPED IN ACCORDANCE W/ SECTIONS 606.IABC.12.1 W/ BOTTOM CAP. THROUGH 606.IABC- 25 SET POST IN CORE DRILLED HVAC DUCTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NDU5TRY OPENING FILLED WITH STANDARDS AND THE LOCAL MECHANICAL CODE. DUCTS IN UNCONDITIONED NON-SHRINi< GROUT SPACE SHALL BE INSULATED TO A MINIMUM OF R=(2D IN CORED DRILLED 3" OPENING_ ALL PENETRATIONS AND JOINTS IN THE TOP PLATES OF EXTERIOR WALLS SHALL BE SEALED, AN INFILTRATION BARRIER SHALL BE INSTALLED IN EXTERIOR WALLS AND RAISED n WOOD FLOORS. 54 -THE CRACK BETWEEN EXTERIOR WALL SOLE PLATES AND FLOORS IN FRAME CONSTRUCTION SHALL BE SEALED WITH CAULKING OR GASKET MATERIAL. ALL PENETRATIONS, JOINTS AND CRACKS N INTERIOR SUF�FAGES OF CEILINGS AND EXTERIOR WALLS SHALL BE SEALED INCLUDING THE FOLLOWING COMPONENTS: WINDOWS AND DOOR FRAMES, ELECTRICAL OUTLETS AND SWITCHES, BASEBOARDS, ATTIC ACCESSES, AND RECESSED LIGHTING CANS. DI E,XT. TYPICAL METAL ALL JOINTS N DUGTW'OW N UNCONDITIONED SPACE SHALL BE SEALED. RA IL INCH 11/ 2 ALL EXHAUST FANS SHALL BE DISCHARGED OUTDOORS. SEC. 5013 FLORIDA MECHANICAL CODE 2001 EDITION GENERAL NOTES: I. ALL WORK SHALL COMPLY W/ THE 2001 EDITION OF THE FLORIDA BUILDING CODE. 2. DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS a CONDITIONS AND IN THE EVENT OF CONFLICT, NOTIFY ARCHITECT BEFORE PROCEEDING. 3. CONTRACTOR SHALL EXECUTE WORK IN ACCORDANCE WITH THE DRAWINGS AS FAR AS POSSIBLE. CONTRACTOR SHALL COORDINATE THE WOW OF ALL TRADES IN ORDER TO AVOID CONFLICT. WHERE CONFLICTS OCCUR THAT CANNOT BE EASILY RESOLVED, THE ARCHITECT/ARCHITECT'S CONSULTANTS SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK WHERE DIRECTED BY ARCHITECT / ARCHITECT'S CONSULTANT, CONTRACTOR SHALL, WITHOUT EXTRA CHARGE MAKE REASONABLE MODIFICATIONS IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH VARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORK 4. WHEN VARIANCES OCCUR BETWEEN DRAWINGS AND /OR DISCIPLINES THE ITEM OR ARRANGEMENT OF BETTER QUALITY OR HIGHER COST SHALL BE INCLUDED IN THE CONTRACT PRICE. 5. CONTRACTOR SHALL COORDINATE WITH OWNER AND VARIOUS TRADES 50 THAT PROPER OPENINGS AND CHASES SHALL BE PROVIDED. b. SUBSTITUTIONS OF SPECIFIED PRODUCTS AND/OR MATERIALS BY WRITTEN REQUEST TO AND SUBJECT TO APPROVAL BY OWNER/ARCHITECT. 1. PROVIDE SIGNED AND SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR ARCHITECT'S APPROVAL. 8. ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO PLACING FILL. 9. PROVIDE TER'1ITE TREATMENT OF SOIL UNDER ALL FOUNDATIONS. PROVIDE PERMANENT TER'1ITE TREATMENT SIGN NEAR WATER HEATER OR ELECTRICAL PANEL AS PER SECTION 1042.1 F.B.C. 2001 10. ALL WOOD IN CONTACT WITH CEMENTITIOUS MATERIALS SHALL BE PRE55URE TREATED. 11. PRESSURE TREATED WOOD (MATERIALS) BORATE BASED PRESERVATIVE - FOR ABOVE GROUND APPLICATIONS THAT ARE CONTINUOUSLY PROTECTED FROM LIQUID WATER COPPER BASED PRESERVATIVE - FOR FULL EXPOSURE TO ABOVE GROUND, GROUND CONTACT, AND FRESHWATER APPLICATIONS. ALL METAL PRODUCTS USED IN CONJUNCTION WITH PRESSURE TREATED WOOD SHALL BE IN ACCORDANCE WITH PUBLICIZED RECOMMENDATIONS OF THE METAL PRODUCTS MANUFACTURER AND WOOD PRESERVATIVE PRODUCTS. 12. ALL NAILS USED IN EXTERIOR APPLICATIONS TO BE HOT -DIPPED GALVANIZED. 13. PROVIDE SHUTTERS AND/OR IMPACT PROTECTION FOR ALL EXTERIOR WALL COMPONENTS AS PER F.B.C. SEC. 2413. ENTRY DOOR SHALL BE CONSIDERED AN EGRESS DOOR, IMPACT PROTECTIONS SHALL BE PROVIDED. 14. PROVIDE SCREENS FOR ALL WINDOWS AND SLIDING DOORS. 15. A. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. B. EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AN EMERGENCY WHEN LOCKED. C. NO DOUBLE CYLINDER KEY LOCKS OR KEY OPERATED CHAIN LOCKS SHALL BE INSTALLED ON THE FRONT ENTRANCE DOOR 16 ALL BATHROOM FLOORS SHALL BE OF IMPERVIOUS MATERIALS. 11 CONTRACTOR TO COORDINATE CLEARANCES FOR SHUTTER ATTACHMENTS PRIOR TO INSTALLATION OF ALL MOULDINGS, BRACKETS, COLUMNS, ETC. IN THE EVENT OF CONFLICT, NOTIFY ARCHITECT BEFORE PROCEEDING. IB SLEEPING ROOMS REQUIRED TO HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING AS PER FBC SECTION 1005.4 SHALL: HAVE A MAXIMUM SILL HEIGHT OF NOT MORE THAN 44 INCHES (1115 MM) APP. ALL OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING AREA OF 5.1 SQUARE FEET (053 SQ. METERS) FOR SECOND AND THIRD FLOOR OPENINGS OR 5D SQUARE FEET FOR GROUND FLOOR OPENINGS. ALL OPENINGS SHALL HAVE A MINIMUM HEIGHT OF 24 INCHES (610 MM) AND A MINIMUM WIDTH OF 20 INCHES (508MM) w O Q JU !— l Lu z U SCALE CHECKED BY DRAWN BY DATE 05/05/04 JOB 031(0 SHEET A-12 F SHEETS RAUL R SOTOLONGO [tEGIST. No AR-7 7 1 SPANISH '5" TILE ROOF FOAM ON SYSTEM ON I - 90 • MIN. SURFACE HOT MOPPED TO I - 300 FELT TINTAGGED TO 19/32" COX PLYWOOD SHEATHING I LAYER 30 LB. FELT PAPER PREFAB. WOOD BEHIND TRUSS TRUSSES 9 24"- 2 X 4 LATERAL BRACE TOP OF TIE BEAM I-F-ELEV +31'-10" ONE LAYER 1/2" DRYWALL FASTENED ® lro" O.0 TO METAL FURRINGS ATTACHED TO PRE-FAB TRUSSES. 2 X 4 P.T. FIRESTOP z" DRYWALL, ON DOUBLE I X 2 P.T. WD. e O 24" O.G. WHERE O ELECTRICAL BOXES ARE REQUIRED ( SEE FLOOUN PLANS) 2 X'4 PT. FIRESTOP I SPANISH "S" TILE FOAM SYSTEM ON - 1 90 "MIN. SURFACE NOT MOPPED TO I - 300 FELT TINTAGGED TO 19/32" COX PLYWOOD SHEATHING: GALVANIZED METAL ..SEAT AND STRAP AT EA. TRUSS O.H. - o TOP OF TIE BEA \ ELEV= +30'--1 GALV. MTL. DRIP 2X8 STRUCTURAL GRAPE FASCIA LIGHT TEXTURED STUCCO MIN 5/8" THICK INSULATION (SEE =NI=f?/Y !-AI (-.4 ).. LATERAL (SEE STR.- z o� J � 8" LOAD BEARING 12 PLAN F R REINF.) BEHIND TRUSS PLAN FOR REINF.) `�` 0 NOTE: 2X4 P.T. FIRE STOP m C.M.J.BLOCK (SEE REFER V -O" MAX. HEIGHT AT ALL P� N FOR REINF.) 1 TO PLAN WOOD ASE l�M I �l � T 0 3 2 X 4 LATERAL BASE BOARD N WOOD BASE a / co ' " I T P OF LONG. SLAXDOUBLED FURRED WALLS OF SLAB BRACE WOOD BASE h m0 fl q _ ..�H u... / � /,/ , r ".,rill,,, 1,10 .,./, . , _. � ELEV. 21 -10 JF7�ElLd !; '//% Fy P.:�.,.., lJ... .,. ..... „"lm f; J SCALE 1/411=11—011 CHECKED BY DRAWN BY DATE OS/O51/04 JOB 0316 SHEET low OF SHEETS PREFAB. WOC D TRUSSES 6 2 "� —INSUL TION (SEE ENERGY CALCS.) HR. FIRE UL U3 RATED 8 ASSEMBLY _ (SEE 5HEET FR-D 8" X 2" TIE BEAM (SEE TR. DWG'S) WALL REINF. UP TO RAKED CAP. (SEE Y STRUCTURAL) O Ulf IT io SPANISH "S" TILE FOAM YSTEM ON 1 - 90 "MIN. SURFACE HOT MOPPED TO I - 300 FELT TINTAGG D TO 19/32" COX PLYWOOD SHEATHING GALVANIZED METAL SEAT AND STRAP AT EA. TRUSS 1r_6„ O.H. TOP OF B. B: OL ELEV= +36'-5' 11, I� GALV. MTL. DRIP 2X8 STRUCTURAL GRADE FASCIA 5 AIZ SPANISH "S" TILE ROOF ON I - 90 "MIN. SURFACE HOT MOPPED TO 1 - 300 FELT TINTAGGED TO M/32' COX PLYWOOD SHEATHING I LAYER 30 LB. FELT PAPER BEHIND TRUSS 19/32" 'CDX' PLY OD SHEATHING (REFER TO SPANISH "S" TILE FOAM SYSTEM ON INSUL TION SEE I 90 "MIN. SURFACE HOT MOPPED (ENEFnY CALCS.) TO 1 - 300 FELT TINTAGGED TO 19/32" CDX PLYWOOD SHEATHINGS GALVANIZED METAL 12 ®RACE(SEE5TR SEAT AND STRAP 4.5� ATERAL AT EA. TRUSS TOP OF B. B. J -- — oL III ONE LA FASTENED ER 1/2" DRYWALL m 16 O.0 META ELEv= +36'-5" I Y, LI ', 1..;, �� �� 8 X 12 TIE BEAM FURRIN S ATTACHED TO GALV. MTL. DRIP (SEE STR DWCx'S) PRE -FA TRUSSES. 8 X 12" TIE BEAM 2X8 STRUCTURAL = INSULATION .SEE r CSEE S7 DWCx'S) GRADE FASCIA (ENERGY CALCS.) R-4.1 IN ULATION 2 X 4 LATERAL (SEE ENERGIES) 5 BRACE (SEE STR. Al2 I DwG's) - N U IT r ONE LAYER 1/2" DRYWALL FASTENED 9 Iro" O.0 METAL FURRINGS 0. ATTACHED TO PRE-FAB O v TRUSSES. �p X 2 X 4 P.T. FIRESTOP R 4.0 INSULATION (SEE Et SPANISH "S" TILEROOF ON 1 ��z" DRY ALL, ON DOUBLE _ g0 "MIN. SURF E NOT I X 2 P. WD. a 16" O.C. I MOPPED TO 1 - "FELT 1/2" DRYWALL, ON DOUBLE WHERE ELECTRICAL TINTAGGED TO I / 2" COX I X 2 P.T. WD. Q 16" O.C. BOXES RE REQUIRED PLYWOOD SHEA ING I WHERE ELECTRICAL p (SEE FL OR PLANS) BOXES ARE REQUIRED - UN IT (SEE FLOOR PLANS) 8" LOAD BEARING I LAYER 30 LB. 8" LOAD BEARING C.M.U. BOCK (SEE FELT PAPER C.M.U. BLOCK (SEE W O W_ F O a F- a 0 u s w W J N K x W w w A L.-1 1C�I�I �L�+ p � � I I "� C� I HIV _�/ C ��� I d �il�l A-13 {PARTY WALL A-13 PARTY WALL A-13 PARTY WALL A 13 EXTERIOR WALL 044 des RAUL R SOT GO I ,... REGIST. No AR 7 1 2 I III 6 RE DS a 1 _5 L NND ING Z I L _ L— J--`—L--- aE - -- ----- - - - - - - - II ' � u'f fi' �,,,^a✓f I I N 1 _ .! II AND ING H 1 Q n®lll �KW r. lu lC P OF ffiLAB w I % T LAN DING LEV=• 13'-2" 777 1 I ( _ 2 w -Hm I I - I TOP OF 5L,45 AT LANDING ,n cn l ELEV=+�'-6i�4 r %( TOP OF SLAB ELEV=+21'-10" -N 11 c1) TOP OF 5LA5 ELEV=+10'-1" TOP OF DROP CLG, BEYOND ELEV=+B'-4" N IX TOP OF SLAB ELEV=+21'-1O" TOP OF SLAB ELEV=+10'-1" z � o W pp W 0) Q 'o 00 I I� �m� '0 N ro V/ 10 Y Lid ',.. I O < N 0 I/—� 0 oO to W S2 Vl N w z = O O Ln U W W z o = o Z _ X W O W W O w J Cp W O ~ ` O r z 0 N S1pIIIHp2JV = O" U z z< OzN J Oa 03 N z z m o G s 3 Q 0 ; o 7 I z I. CONCRETE SLAB (SEE STRUCTURAL DRAWINGS) FBG 1608.2 RAILING N (L < 1roO8.2.1.1 HANDRAILS SHALL BE DESIGNED AND CONSTRUCTED FOR A / \ 2. 2'-10" HIGH GRASPABLE HAND RAIL ALL BEVELED EDGES TO BE CONCENTRATED LOAD OF 200 lb (SBON) APPLIED AT ANY POINT AND SANDED SMOOTH (SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO IN ANY DIRECTION. o z ATTATCNHENTPER STAIR FABRICATION) PROVIDE WALL BRACING BEHIND HANDRAIL N MAN FACT RER REFER BRACKETS AND INSTALL AS PER MANUFACTURERS 1608.2.1.3 LOADING CONDITIONS IN 1608.2.1.1 SHALL NOT BE APPLIED Lffi TOBHO'° SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE MAXIMUM RECOMMENDATIONS. STRESS IN EACH OF THE RESPECTIVE COMPONENTS OR ANY OF THE N 4 SUPPORTING COMPONENTS. 3. STEEL COL. (SEE STRUCTURAL PLANS) cn ELEV. 4. BEAM ABOVE. (5EE STRUCTURAL PLANS) 1608.2.2 GUARDRAIL SYSTEM DESIGN AND CONSTRUCTION p 1608.2.2.1 GUARDRAIL SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED" 3 T FOR A CONCENTRATED LOAD OF 200 lb (BSON) APPLIED AT ANY POINT HANDRAIL ETAIL N.T.S. NOTE: CONTRACTOR TO COORDINATE ST 4I AND IN ANY DIRECTION AT THE TOP OF THE GUARDRAIL. M --- --- -- AT WALL L,4YOUT �UITi-i SELECTED INI5i4 THIC<NESS. 1608.2.2.3 THE GUARDRAIL SYSTEM SHALL ALSO BE DESIGNED AND Q DN CONSTRUCTED TO RESIST A 200 lb (SBON) CONCENTRATED HORIZONTAL o A 14 LOAD APPLIED ON A I ft SQUARE AREA At ANY PONT IN THE SYSTEM STAIR FORM LA 1ST TO 2ND FLOOR. INCLUDING INTERMEDIATE RAILS OR OTHER ELEMENTS SERVING THIS a ° 2R(14 1/4'') + 1 C10',) = 24 1/4'' PURPOSE. C) :RD FLOOR STAIR FLAN 1/2" 1608.2.2.4 LOADINC-r:!CONDITIONS IN 1608.2.2.1 AND 1608.2.2.3 SHALL NOT a STAlfR FORM TO 3RD>' FLOOR. THESE PLANS AND ALL PROPOSEDW ORK BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO a L,A 2ND ARE SUBJECTTOfkvYQQRREC ONS PRODUCE MAXIMUM STRESS IN EACH OF THE RESPECTIVE COMPONENTS 2R(I4 I/S + ITC1O'') = 214 -1/8" REQUIRED SYFIEL�m, f mpECTQRSI THAT OR ANY OF THE SUPPORTING COMPONENTS. a IWAY EE NECESSAr3Y PIa3 (S _ a W 0 i 0 U Ln w J w x W m W W W N RDER TO COMPLY WITH ALL APPLICABLE CODES. I I oy 8J RAUL R SOTOLONGO REGIST. N0 AR-7 7 1 2 UNIT A SCALE 1/2"=1'-O" CHECKED BY DRAWN BY DATE 04/16/04 JOB 0316 SHEET -14 O SHEETS ill Flo a T i Zf -F u E�" RR 1 1/2x 3/4" BOTTOM CHANNEL 1/ I III— � I I III III III I C I I I I- _ 2 DETAI N.T.S -III II %% —III III —III — III III—III—LII- III III —II A-15 SAFEG ARD RAIL INCH + fi OST _— STAIR FORMULAD 15 TO 2N FLOOR 00 R 2R(14 1/4") + 1T00") =1 24 1/ " THESE PLANS AND ALL PROPOSED ARE SUBJECT TO NfY CCR RECTI STAIR FORMULA REQUIRED BY PICLD @1`,�lRECTORS r MAY B2NECESSARYINORDER 2ND TO 3RD. FLOOR. 2 RC 14 1 /8" + 1 TC 10'') = 24 I /8" COMPLY WITH ALL APPLICABLE CC NOTE: GO TRACTOR TO COORDINATE STAIR LA-I'OUT W TN SELECTED FINIS+ 4 THICKNESS. <E�1 NOTES : STAIRS 1 3'-6" HIGH SAFEGUARD TO MEET FBC CODE REQUIREMENTS. SPECIFIED BELOW WITH PICKETS TO REJECT A 4"� OBJECT AS PER SECTION 1015.3 ( UBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW ❑a — PRIOR TO FABRICATION) F� �- 2. CONCRETE S AB (SEE STRUCTURAL DRAWINGS) 1 L_u i L_n ATTATCH'1ENT PE! \ / I 3. CONCRETE B =AM (SEE STR DRAWING'S) -115 I' HANDRAIL DETAIL N.T.S_ 4. GRASPABLE HAND RAIL ALL BEVELED EDGES TO BE SANDED AT WALL SMOOTH (SUBMI SHOP DRAWINGS TO ARCHITECT PRIOR TO v — — FABRICATION) ROVIDE WALL BRACING BEHIND HANDRAIL BRACKETS AND INSTALL A PER MANUFACTURERS RECOMMENDATIONS. 5. STEEL COL. ( EE STRUCTURAL) VA 6. BEAM ABOVE. (SEE STRUCTURAL) 1608.2.2 GUARDRAIL SYSTEM DESIGN AND CONSTRUCTION 3 ¢M 1608.2.2.1 GUARDRAIL SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 lb (890N) APPLIED AT ANY POINT AND IN ANY DIRECTION AT THE TOP OF THE GUARDRAIL. o 1608.2.2.3 THE GUARDRAIL SYSTEM SHALL ALSO BE DESIGNED AND o CONSTRUCTED TO RESIST A 200 lb (890N) CONCENTRATED HORIZONTAL LOAD APPLIED ON A 1 ft SQUARE AREA AT ANY PONT IN THE SYSTEM a INCLUDING INTERMEDIATE RAILS OR OTHER ELEMENTS SERVING THIS PURPOSE. 0 1&05.2.2.4 LOADING CONDITIONS IN 1608.2.2.1 AND 1608.2.2.3 SHALL NOT BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE MAXIMUM STRESS IN EACH OF THE RESPECTIVE CO,ONENTS OR ANY OF THE SUPPORTING COMPONENTS. UNIT B SCALE 1/2"=1'_0" CHECKED BY DRAWN BY i DATE 04/161/04 JOB 031(0 SHEET t-15 SHEETS rx w ----------- cp N 3 oil pfi tX —r TOP OF S AT LANE ELEV=+15'-' -�\ / f/�4//" o ...., xgnX 1 1/2" x 3/4'' BOTTOM CHANNEL MOUNT POSTS IN IRON FREE, NON -SHRINKING QUICK SETTING GROUT IN CORE DRILLED OPENING. 1 TOf OF SLAE3 I �t SIOIIIH:DdVmm;= O" 0 U" TOf OF SLAB Z m O ELEV=lO'61 J � ,: O a z � Or 3 -1 =111 III —III —I' I—III=11 1 I — - �I, G) S �h. 4 N.T.S —1 / THESE PLANS AT'0 ALL P17OPOSEO WORK m ARE SUBJECT TO AHy CoRnEECTIONS U-1 E �X* T �iEQUIRED R� FI�L01�1��a�C�ORSTHAT tl TA �RECT .' ION - UN IT C✓STAIR F RMULA 1ST TO 2ND FLOOR. MAY BEHEC2SSARYINO I�ERto 2 RC 14 1 /4 ' i + 1 TC 10 " % = 2 1 /4 " COMPLY VATN APPLICABLE CODES. N Q � N FBC 1608.2 RAILING 1608.2.1.1 HANDRAILS SHALL BE DESIGNED AND CONSTRUCTED FOR A U W STAIR F RMULA 2ND' TO 3fiRD. FLOOR. CONCENTRATED LOAD OF 200 Ib (890N) APPLIED AT ANY POINT AND o IN ANY DIRECTION. N s 21R114 + 1T00") = 24 -1/8" w w 1608213 LOADING CONDITIONS IN 1608211 SHALL NOT BE APPLIED NOTE: G NTRAGTOR TO GOORDINATE STAIR LA1`OUT WITH SELECTED FINISH THICKNESS. KEYNOTES : STAIRS 1. 3'-6" HIGH 54FEGUARD TO MEET FBC CODE REQUIREMENTS. SPECIFIED BELOW WITH PICKETS TO REJECT A 4"0 OBJECT AS PER SECTION 1015.3 (SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO FAB ICATION) SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE MAXIMUM STRESS IN EACH OF THE RESPECTIVE COMPONENTS OR ANY OF THE SUPPORTING COMPONENTS. a ¢,� 'R 1608.2.2 GUARDRAIL SYSTEM DESIGN AND CONSTRUCTION a 0 1608.2.2.1 GUARDRAIL SYSTEMS SHALL BE DESIGNEE) AND CONSTRUCTED 3 FOR A CONCENTRATED LOAD OF 200 Ib (89ON) APPLIED AT ANY POINT AND IN ANY DIRECTION AT THE TOP OF THE GUARDRAIL. o a 1608.2.2.3 THE GUARDRAIL SYSTEM SHALL ALSO BE DESIGNED AND o CONSTRUCTED TO RESIST A 200 Ib (89ON) CONCENTRATED HORIZONTAL Z LOAD APPLIED ON A I ft SQUARE AREA AT ANY PONT IN THE SYSTEM 2. CONCRETE S AP (SEE STRUCTURAL DRAWINGS) INCLUDING INTERMEDIATE RAILS OR OTHER ELEMENTS SERVING THIS HANDRAIL DETAIL N.T.S. PURPOSE. o 3. CONCRETE B AM (SEE STR DRAWING'S) AT WALL a 1608.2.2.4 LOADING CONDITIONS IN 1608.2.2.1 AND 16011.2.2.3 SHALL NOT a 4. GRASPABLE HAND RAIL ALL BEVELED EDGES TO BE SANDED BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO SMOOTH (5U5MI SHOP DRAWINGS TO ARCHITECT PRIOR TO PRODUCE MAXIMUM 5TRE55 IN EACH OF THE RESPECTIVE COMPONENTS FABRICATION) - ROVIDE WALL BRACING BEHIND HANDRAIL BRACKETS AND INSTALL AS PER MANUFACTURERS RECOMMENDATIONS. 5. STEEL COL. ( EE STRUCTURAL) 6. BEAM ABOV . (SEE STRUCTURAL) OR ANY OF THE SUPPORTING COMPONENTS. UNIT C SCALE CHECKED BY DRAWN BY DATE 04./160/04 JOB 031(0 SHEET _16 OF SHEETS 8/1 /0 RAUL R SOTOLONGO REGIST. No AR-7 7 1 2 REVISIONS I BY Design No. U338 Nonbearing or Bearing Wall Rating -1 HR. (See Items 2 and 2A) Finish Rating - One Layer of Wallboard - Min. 20 Min. Two Layers of Wallboard - Min. 59 Min. HORIZONTAL SECTION 1. Wood Studs - Nam 2 by 3 or 2 by 4 in., flat wise, spaced 24 in. O.C. max, effectively firestopped. 2. Wallboard Gypsum* - For Nonbearing Wall rating - One layer of 5/8 in. thick, 4 ft. wide wallboard each side of studs. Wallboard or lath applied horizontally or vertically with vertical joints centered on studs, and nailed to studs and bearing plates 7 in. O.C. with 6d cement coated nails, 1-7/8 in. long, 0.0915 in. shank diam. and 'Ain. diam. head. As an alternate, No. 6 bugle head drywall screws, 1-7/8 in. long, may be substituted for the 6d cement coated nails. See Wallboard, Gypsum* (CKNX) category for names of Classified companies. 2A. Wallboard, Gypsum* - Same as Item 2. For Bearing Wall rating - Additional layer of 5/8 in. thick, 4 ft. wide wallboard each side of studs. Attached to studs over inner layer 8 in. O.C. max, with 8d cement coated nails, 2%8 in. long, 0.113 in, shank diam. and 9/32 in. diam. head. 3. Joints and Nail Heads - Wallboard joints of outer layer covered with tape and joint compound. Nail heads of outer layer covered with joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. 4. Batts and Blankets* - (Optional) - max 1 in, thickness glass or mineral fiber batt insulation. See Batts and Blankets* (BZJZ) category for names of Classified companies. *Bearing the UL Classification Marking P DPet Systems "Fire Penetrator" D eta s 1$C-1 n „C-2u SYSTEM A—B & C FOR POURED IN PLACE CONCRETE „A-1" Is-B-1 91 C 4 � d SYSTEM A—B & C FOR CORED HOLES „ A-2 „B-2 — a G Q d a a Q Q O SLEEVES & FIRESTOPPING Use ProSet „Firestop Penetrators, U.L. classified in the Building Materials Directory, tested by ASTM E814. Use all applicable pipe penetrations through fire rated, walls or floor ceiling assemblies in accordance with the manufacturers instructions. A. Use System "A" Penetrators for water lines, heating and cooling lines, fire standpipe, and„sprinkler lines and electric and communication conduit. B. Use System B Penetrators for cast—iron DWV pipes connecting stacks, and drains. C. Use System "C" Penetrators for plastic DWV pipes connecting stacks, and drains. 1. Use Cast —in coupling Penetrators for poured —in —place concrete with metal or wood forms. 2. Use Cored hole coupling Penetrators for cored holes through concrete floors and walls. 3. Use Split Wall Sleeve Penetrators for sleeving pipes through gypsum walls. System "A" UL File R10338 Project 83Nk24827 System "B" UL File R10338 Project 82NK23016,82NK24827 — System "C" UL File R10338 Project 83Nk24827 rA CORED H OLE FOR a MASONRY WALLS 8 "A-2 to POURED IN PLACE a A-1 a A-3 STEEL SLEEVE FOR GYPSUM WALLS w 00 W o� r` 00 �' rn r M O 00 O 00 .. 0) © Ln W Li 0 `. n w 2 W W n J ry z O = O z Q a=. Q CE 0 :E W W O n w U ID 0 Li S10311HOdVIEp= OZ U UI° 0 Z 0 O2 N N a O w F— G O� N i 0 N W 5 O 2 W O w 09 OCl QC = +-4 WLL ° w 0 U 0 LU Q w U U w � + w m a � LU �- U ® o = fL ° ° a ' � 4 3 a SCALE CHECKED BY DRAWN BY DATE 02/O9/04 JOB 031 ro SHEET F k-1 OF `i SHEETS 9/04 RAUL R SOTOLONG REGIST. No AR-7 7 1 Y 26'_O 23'-4:: 26,-011 15' II_O:: 9:_SII 4 -10" 6'-3" 4'-10: 1 _pl: _/_:: 1'_9" 4'_7' 6:_3: 8:_811 6'-3" 4'-10" II'_lll � Y zoNE: a T.E. T.E: TE +515P5F 31' 31_01 11_O: T P OF SLAB ZONE: 3 3'-07 11 0111:_ r3' )"If ZONE: a 77 •55bPy 5.8 w w EL V= - 0'-4" 515P5F ' $ B w w S_8 55P8F -3.0 F FG �L — J� F-41 b5BFF FG L — J� L J 555P� -3.0 - — — TE. — — — — 4 OF-24 4G TE. — — , FG 4C T.E. F T.E FG FC — — — — — — — — -F = — -1 4C 4G UJF-24 4G I TOP OF w —t— ---� — F1 — --- --- — ---- — - ---- --r— —� T.E. L co cp = TOP OF SLAB N ?m OI ELEv= - O -4"' FB ■ ■ ■ ■ ■ ■ ■ ■ TE.^ I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ : FB LEV= - 0'-4 1 O 0 — I S" 8'-2" �1: ■ Slt —14' " "— 81 Q11 I_ — '— _41' ,iO" — ' `T — -- 8° ' gl_2" I�_ II J IL O ZONE: 4 491 P5F V G V IIIF 24 FAG L I I $ ZONE: a o O ~ $-8 I 4" THICK CONCRETE I FC = 492 P8F I 4" THICK CO ETE I -v RI zoNE: a I I B■ I=- 53bP r I ■ B A _m SL B-oN-GROUND O N _WF_I6_ LARK GR ND L FC—�J G TC 141P5F I I' {SEE TYPICAL NOTE I = U1F-I(, TC I 3b P5F I I THIS SHEET) I — -I O c0 PC ■ - -0 J tt­C E TYPICAL TE IFC ■ ■ ■-UE 20 — ■ ■ — i I ■ FG _ PC I ■ TG THIS SHEET) A T.E. ELEv- + O _OI' FG I TC — _ ■ ZONE:5 J 9 D11 F t5 X 4.5 = 5 i515PSF F l5 X .5 4 TH CK CONCRETE I $?g F-T5 X 45 598 3 ?515 r F- 5 P OF SLAB r 2 ZONE: 4 IIDI: SL B-ON-ONm 68.9PF I I EL - O'-11211 v 0 I g_g T Ii +515P8F LA (SEE TYPICAL NOTE I p y I 1 68.9PSF' I I EL t O.OII in TYP.U.ON�G IM _ ELEV= - OI_4, THIS SHEET) IPC I 11OF SLAB q ELEV - O -1 E FC 11 ■ I 5:_OII 51_3' 6' 2 I " 4' 8 In 1 3:_10" 5" 14'-9" �'-11" 3 _I 4 8 I 16 -5 I/2 I ■SII FC n r = ID ¢:: THICK CO GRETE 5o J IP-45 �n SLAB-ON-GROUND I ■ I 1 SLAB -ON- ROUND �r . -F— 5.0 THIS �HEET)CANOTE 4" THICK CONCRETE ZONE: a (SEE TYIp1SSLAB-ON-GROUND +ONE44 B TE +4U ATC O T EE F-5.0 TYP.b 1`19-I6 TG BON-GRD O — THIS HEcp 49 (SEE TYPIGAL E 11$I T) ST II -■ L- III� �B 4 N5 IMF $-8 =p I� Il 9 1/2 IE F-25 rST — O D. Ul/IEEE r { MA uF. 3I Y = �I I ! 1', I I ! �I 7 a� - r J 1-- L kl 8TI A iA r I I +I 4_ 68 IL —J ; STI L - - 4'� v �1UF-16 L — —I— — —I NW TOP OF gi,45 F-4.5 d ELEv= 0'-4" FG ■ _ _ F F 8'-6 1/2..I/2 B Ev FTF-715 X 35 IJ- A F 4 5J -- I FC ■ � _ TOP OF SLAB ( ( TOP OF SLAB TOP OF SLAB l - I (TC)I I B ELEv= - O'-fir I I ELEv= - a ov ELEv O' 4" F 5.0 iA zoN I " THICK CONGRE E {53bP9F = ( 5_8 28 1 z O 5-8 Q' ---- I OiC II II II L 8 = ■— --■ ■ FC `n 19,_4IU �SLAB-ON-GROUN zoNE: 4 2SL. I E2j THIS SHEETC .O roll THICK CONCRET25 SLAB -ON -GROUND (SEE TYPIGAL NOTE O ? 515 PSP 7 6 THICK GONGRE 10 I ro THIS SHEET) 1 zoNE. s I I I SLAB-ON-GRO TEL +438 ' O — — THITOE EV- 538 ? I 55bP5F = 2' 4 1/2" -9 1 tY2'Lu 811 ;I A co = I f3.611 1'9T I oI 8 I PC c0 ZONE: 4 - I , I F� ■ . - ` - -F17 ;I I I ZONE: 5 , 438 P T.E.T.E.11 I 7G + 515 P5F • 481 P5f I T8 I _j T8 I I O n Oar: r- 3.0 FL$rl 81O-all FlX4.0 .�-C)..JI SII TOP OF SLA �2aPrm LEV= LT - OI_ 0 r ■ ■ =wF-20 -- — — ---- �J M — / _ _ _ _ - PC FC L ■ — O -- — F 4 — — FG A T6 FBC FC FC O =� O L -F — C TC I- - U1F_16 ' TC A TOP OF SLAB 8 SI9 B L — — J 10 — — J LEv= - O'-71� ' S-8 TOP OF SLAB ZONE: 5 $_8 zoN ': a ELEv= O'-�'112" +439P5� .55 P5f 8 +515 p F 53b 0 _O: 3:_ 1: 1_0: T::: 6:_2:: ll_lll 21_8:: 411 9:_O:: 1' 4'I'-O' 4' O" I'-O' 4' O" I'-O' 16:_OII 6-8 2,_8,1 1:_OI O11 11_0I 51_ 21'-4 111_a.: 111_0: 211_4:: 51.01 �I 0 23:_411 261_OII / CD 0 io( 0 CONCRETE SLAB -ON -GROUND: a m MI1 D DEPTH OVER 6MIL. VAPOR BARRIER ON SUPERVISED COMPACTED FILL. C) FILL SHALL 5E COMTHESE PUNS AND ALL PROPOSED ®RK MOD FIED PROCTORPDENSIDTY TEST INTO 95%F THE L101 ARE SUBJECT Ta"4°rrECTf NS ACCORDANCE WITH astM-D-1557. w Zz REQUIRED SY F� L 61 r' 1' RS HAT SO A FLORIDA SHALL BE SUPERVISED o SOIL G ORIDA GEOTECHNICAL ENGINEER a MAY BE NECESSARY IN ORDER I 0 COMPLY WITH ALL APPiXAB E C0 ES, : IGNACIO J. CALVO STRUCTURAL ENGINEER FLORIDA CERTIFICATE NO. 56755 02 Miami, i, Floll Ave. 9#2 Miami, Florida 33129 Ph: (305) 860=9737 Fox:(305) 860=3659 Bp (305) 701=5009 A 20U4 E-MAIL: icalvalbatt.net 10 P. E. N° 5 6 7 5 5 I UF. U1/ ELEV. // N\ JDII-24 ' II -S 1/2" a� O `p fiG ZONE:4 _ 2 7I � I O - .," L U' L If 558 P5P i r F 35 ro I C- ■ -t- -�--i 6 Iq I n 4 �) i IFGI L J I� 6 r----__ 1 N_ •I d F-3.0 I'- L-5.0-sJ L .0 - U I $ 8 `.GYP. NB r ■ = m Q — — I 3, 1, Ia' OII 511 — I rG6 T tC y T.E. ST TE. r 4.0 — 1 1-19 I6 --1 I FG TG TE. I T.E.I C 13 i ST J�'J 6:_8:1 31_8:: Tb O I — — — I O ■ O I ST I / T. e L----� F Fc - Nl 4' I " a I F-a5 � � L J � 811 :_I,1 4'-5 Ii- � 10' ro" 11 1 F-6 X I J 14'-1o" = Fc o uw I I� m4'-311 S10311H3dv"w Q 0 /0p U Zz a O01 0 J � r w ®� 3 u� 0 N W J 0 3 w a w v / a � o ® o A tu 0 #-u o w o z I' w ca(� V U a W y W 1 m 7 0 qo ® z w o U EN J w N 5 a LJ N W H C � DayIR L p ]1\ E SCALE 1/411 _ 1' _0" CHECKED BY DRAWN BY DATE 06/10/04 JOB 031C SHEET OF SHEETS i~ 8/19/041 1tAUL IZ SOTOLONGO REGIST. N AR-7 7 1 2 2r '-O 23'-4" 9'_5" 3'-3 1/2 g'-4" 3'-3 1/2" 11" 6'-2" 11" 3'-O 1/2" 6"CO GRET 6" CONCRETE SLAB / « 5 ,9 12" 8 WLON4 SLAB W/ " 5 9 12" BOT O BAYS9 BOTTOM B THz515 56 %4 ® 12 TOPFG FG F FCFC F C2B-11 8 c0 "L�i G 28-5 C ::L�� = 0. ■ ■ ■■■ - --- G ■■■ ■■ ■ ■ 7r ' ZONE: N = ' o s..i ZONE: 4 O (L' X 2' o" 515 " 4 12' TOP I +515 P5F O + W ", .OS'-2 7' 8" 14'-l" - X 2 O' _ 14'-O" 8 ll N r�}g12J�\ �_ "4gI T P gim FAG .X� _ «4a12"TOP m1® c4 2 -O' : X- - O 31- .� cn g 12"T `� N cv ��p:� X 5:_2ii JI r_ * X 2:_0' \ In Q B ■ . 4 " m 12" ADDL. BOTTOM F : - nl 4 « 6 g 12 X O � ?, \ — — — q ■ O — — "gtADDL. BOTTOM FC ■ TG (L \ 28-12 O r 5 ® : TOP L Lp 5 I ZONE: 5 2 ZONE X 15'-6" ZONE: 4 \ « 5 'm 48" F -a" +49�P5f _ \ 22'-6" O.G. MAX. a" $ 68.9 P5F _ 53bP5F 0" CONCRETE SLAB ILLS � O FILLED LL 5 48 s X \ W/ « 5 m 12" POT TO CELLSI ■ * X - FG BOTH WAYS _ 3'-1 " FG ILO 4'-8 1/21 10" 0 A O.C. MAX. 04 g 12'+ TOP ■ « 4 ® 2" TOP O 'U IN GROUT X 6'-O" w z 8 CONCRETE SLA O A O 6'-0" O >- U W/ " 5 6 12" B TTO FILLED g'_o" \ 2'-0" + EiOTN WA t CELLS \ (L S9 U�� II -m r5g6"TOP O r5m6"TOP` - : u w z S X 15'-6" w \ X 15'-6" m FC d Ll 0 IY p:* 2 -14 FG O -I U v DN. O Z W \ 12 - N. ro 6 <40 O.G. MAX. rr� li 4' ST - _ J ST LLI" GH. 2'_5:: TC IN GROUT u�O� o DI « � II 6 ` , U f O O � CHASE FILLED e u o 4 12' - - - _ _ ufA�l it 5iw^ reE BT e - - F 5 « 5 g a" T CELLS ■ A Q1 oNNEc ION v iD " � UUJJ X I __ J ° m O J I DEtAILa IN a-3) - O Q * X" `) 3" 12" r A F * X u X A + _ 2B 12 y 2B 1-1 BE A DL B TTOM d �r 14'- '�7 OP T TC = (L CD " 5 1 I B OW 8 ELEY. + 10'-I" L�= -=1 "2:: 6 Q ■ 05 TOP SDI 14'-2 F 4 12° TOP P a 4 m 1 I. iOPI . 4'-2" _ 3'-31 1/2„ 6" CONCRETE SLAB W/ " 5 m 12" zoNE: 4 8 BOTTOM BOTH 515 P F S"g WAYS -55BPF «4 12" TOP ry L FC g 25-11 ■■ ■ CL O v 515P5F 14'-7" 8,$I 4 * X ro 12" ADDL_50TTOM ;, v v tv ■ 0 — ® " TOP G � \ 2B--12 Of TC ■ FG ^ 15'-6° "D' ZONE:4 2 g = 25'-O' r' +491P5F 8" a6W 53b P5F v _ @ -a 1/2" IL O * X ■ ■� FC W O ~ 8" C NCRETE SLAB - `= W/ " 12" BOTTOM O Q1 O BOTH WAYS II 9.9 S•8 X S >- U + ■ r 2 -14 - V0 - FC = 2i1 �OfY @� i »6�48" « 0 12" TOP � O.C. MAX. 8 ;7rD p:: * X IN C�ROU "X2'X5/16"C G NNEC EE I N 2 " 5 ®12" ADDL. BOTTOM� -2 -12 - ■ FILLEt CELL ETA LS IIN - ) m _' « 4 �V 12" TOP B o EN TO I X 31_g" 8 LOW - DIRECTION OF i A I OUTER LAYER OF Ir O T REINFORCING S6 ■ m X 4 5s3� 4 6 1/2' I I/ U 13'-10" PC v c0 nE - 5 - 5 -3 6 - _ « 4 12" 70P �13P5F- "5 ® 12" TOPI N X 5'-2" 3 _3 «5 g 61r c� V' 2Ei_ J TG ST P TG " 5 12" TOP _ : 3'_ z w B ■ ■ 2. 28-16 B 15 2 G n k 6' 2 _ - J 12 5 g 12 ADDL. BOTTOM ON F h� ---- - -- IL 2B 14 s a $T -� F B �$'xIP -� 4'- E W 6'-8" O 3'-10 5 «4 m 12 TG i �- 1 i �__� O 2 (Fr ■ ■ FB p:: �� A Owl ® a Lk-�� n� ELEv:+10_I2 I Pr B T RO ■ MECH. O v ' 5 m 6" rw TOP In ST v In O EN TO - .. @ • FC ■ CHASE =ry * x Nt X 15' I * r BELOW 8'-6 I/ II' 5 1/2" ZON w - W F inw g,_ 1'-2„ g' 4:, '_'` 68.9P5F 3 X 8 WO 4 12' TOORAFTE S WOOD BRACKE S -6" = i ATTACHED TO WALL Er _� ELEv. + 10'-I" FAG It TS 5/16" C $ ro ME HACHASE (SEE DET R 10 N 8" CONCRETE "5 6" TOP = n 0 C CT ON 5-10) FG ■ W/"5 A 12" BOTT t X 15'-6" 61 DETAI S 3) UP 4 X 8 WOOD ■ BOTH YS p BEAM ATTACHED " 4 0 12" TO = " 5 g 12" TOP S- ^ * FG 8" CONCRETE �OTTOM = " 4 g 12" TOP 6, TO BRACE S O 4 g 12 70P A O BOTH WAYS X 4'-6 v O O - q B Z 25-12 e - - 2B O ( aq r r (X 2 " 5 ® 12'�DL BOTT _ _ - _ - w ZONE: 4 » 5 ©6" TOP (e \`i FC O Q O cv = F 4T P5F S 04 019 1f. s < 15' _ 6 w FC ■ p • 53bP II' 4" S 9 X 8 _4 -o\ X 1'_ *: FG Q UO ■ B ■ lil B■ U Ol I q 'TOP ham-- J �N 1 ZONE: 5 ZONE. a s X -� ` \—— _ 5-6- V l!- V I 0) F -1 +515P5F Q O (K FO� ■ - - ■ ■ ■ ■ FC 0. a � � I I +515P5F 68.9 WO 8:: FC N , = FC F� F� 2 L '3 PC FC c0 rO 12 ' TOPH O ---- -----J ■ O 68.9 P ff - OI c+l REVISIONS BY W 00 W 0) 0_ � F- N 0) co 0) (� 1 0) 00 I r0 OO' N r\ Lo 10 N 0 0 I 0O m v'Il I liYl W z w 1`) /-+ OJ I Q U ~� W z J O °' 0 Z Q T X 0- Q 0 0 W W 0 10 W U 0 O � al: = 2'-4" cv N w ®O 4" a:: X 4'-Fj'c_v - 70'-0" 8" Fg ■ a 4® 121' * X v �" 4 m IZ^T $T ZONE: 4 B ItItY, ' e2 0 ±55B P5F X m BELOW x s ■ e 11000 Mimi I A F 0 28-ro 1 C B O 2 2 O FG S"g 6" CONCRETE B B FG 28-8 FG FB PC B LOW WALL W/SXS SL B W/ « 5 g 12" ZONE! 4 zoNE:5 ZONE:4 GONG. CAP m 42" 130TTOM BOTH +515P5F ` 515 P5F' 515 F% ABOvE SLAB WA S, D IREGT ION - 552 P5F 68.9PF 55BP OF UTER LAYER c� OF REINFORCING o 1,_8 11 1: 1' I:: 31_511 31_211 21_611 3'-2" 2'-r 3:_2 3 _5:: 4" gl_011 I'-4" 4'-4 1/2" 2:_31, 4'-4 1/2" '1 -r 1/2" 6' 3 T-& 1/2" 21'-4" ll:_8: 11 _O:: 21'-4" M 26' -O" 23' - 4" 26' -d', m AZALEA�� I a y 3 2rol, FLOOR F All-IIN FLAN 1/III o a m O AND A�, PROPOSED ORK ARE SUBJECT TO AMI CORRECTIONS 'S��'' - THAT REQUIREDb° FIELD IMit SECTORS a MAY CE '� IN ORDER 0 PLiCA13LE CODES. 'a i U S10911H:DdVIN:= O W N Z /A V U o Z Q 0�0 J s La OW n F.- 0 3 N i z m 0 N W S 0 x L 9 W W I1' Ike < r� V J W o ®1 Q 0 —i "'-- Q i-F tjj a o V 0 tjj o Q x KyX1 #—F I U o W rn 1-3 o 0 a m � o ui Q N U � ® n lJ- Q U N g a W w x F 5 w E C d lAi BR SCALE 1/411=1'_0 CHECKED BY DRAWN BY DATE 061101 4 JOB 0316 SHEET OF SHEETS IGNACIO J. CALVO' STRUCTURAL, ENGINEER FLORIDA CERTIFICATE NO. 56755 2333 Brickell Ave 902 8/19/04 .Miami, Florida 33129 Ph: (305) 860-9737 = Fax: (305) 860-3659 = AUG 04 - B 305 7 _ .= 1, P ( ) 1tALJI, R. SOTOLONGO E-MAIL. iccl ve+®at t.net o` P. E. N �,S � � §`� REGIST, No AR-7 7 1 2 'I 1/4" CONC. SLAB STEEL BE III SEE PLAN II o SEE PLAN II _--- w � I � III 6"I SLAB BOT N 8 II � PL 6"X6"X+i4" 11)/(4) I/ 5/8" DIA. X 5" "NELSON" I I I �� a SCHEDULE � OF COLUMN ELEVATOR STEEL COL TO CONC. 5 AB/ STEEL BEAM CONNECTION DETAIL GONG. STAIRS --,,I I (RE INF.NOT SHOUN) I I III � III ELEVATOR STEEL COL TO CONC. SLAB CONNECTION DETAIL I/4" III SEE PLAN - - - - - STEEL BEAM SEE PLAN PL 8"X8'XI/4" W/(4) 5/8" DIA. X 5" "NELSON" ELEVATOR STEEL BEAM TO CONC. SLA5 CONNECTION DETAIL _Iti1l- STEEL BEAM I SEE PLAN II II I 1 a SCHEDULE q OF COLUMN ELEVATOR STEEL COLUMN TO STEEL BEAM A V n " 5 6 48" O.C. MAX. N GROUT FILLED CELLS ' I S-9 A q ZONE:S 515 P3F v� n 68.9 PF A1 ro ' I 23'-4" 26'-0"' 1'-8" 2'-3" 8'-I" 2'-3" 1'-8 1/ " 3'-2" 3'-11 1/2" 3'-0 1/2" L g'-3" 5' 8" 9'-4" -3 1/2 9'-5" I'_O O / « O CRET 5 g 12 BOT WAY zONE:5 g 515PSF S-9 - 68.9 PSFC.C.MAX. A A T 5 ® 48" FC Z E: 4 A +5i5 P3F GROUT - 55B P FILLED CELLS W A I F SLABW/ B 3E3_9 CONCRETE "B a 12' TTOM BOTH WAYS F� ZONE: a 515 P5F 55BPF L:: I FB F FS R-M�I&r4 L FB '.� (o CONCRETE 8 SLAB W/ * 5 -a 1211 BOTTOM BOTH WAYS «4 m 12" TOP 4 12' TOP - - - - 35-7 FC - --- FC g , - - - _O O r — — — = =8'-20 '� S-IZ'^'I- x 2 0 �' ■ \ ,a / 8 Sz / I = 14--1 r. ; / \ I ; w = - O v ~ = V N= « X O 4 ®12"T °� 2_0"X ■ r g 1 I \ \ ---� L ----- FG ZONE: 4 .-. - 515P " 55BP5F o i"1 S_g 05 _ G PC a A =' FIL ` _ ;I v v L� - s a g 4 12"T Sl: 14'--1" _ 515P5f 8 2" X 2'-0" _ + w 53bFF `$W - N- O « 4 12" TOP P @ N� 6" .11D�� X 5'_2,: I� n - \ (0 uQ x X 4 a 6 6 12'�QDDL. BOTTOM -- 3 « 5 6" 70F' \ X 15'-6" I ' ' 8" CONCRETE SIL B I I " 5 g 12" 50TT M " 5 a� 48" pC \ O.C. MAX. A I BOTH W YS q % IN GROUT _ - 3'_O' O:: FILLED `0 ' - r « 4 1 CELLS _, * X I� \ p I m 6" TOPLL v \ ~ I X 15'-rol w \\ — 5) 48" O.G. 4 U \@ p IN GROUT J 1K -' " 4 12" q O \ - 3 D CELLS a X a w z O S 9 MEGH. O w BELOW ST CHASE= pO� l 5 " 5 g S" TOP -' m « X N 14'_g" 8:_ X 2:_0" - * g 12 ~- ' a 3n F 4 12" TO X O i i< 3'-9' dN Ip� "X i ---- 3B 6 TC O 5 ~ ZONE a D 491 1 53b P5F l v w s X O Q u 4 m 12" TOP + " J fY U W O X 6'-0" ELEV- + 21'-10" Lu Lu w„ " CONCRETE SLAB p O R W �� 12" BOTTOM a B 4 5 m 12" ADDL. BOTTO — — — " 4 16'-9 I/2" TS 4''X2' 5/16 I-Q7 e _I v :X a g * 6 12" ADDL- 5 a 6 X - _ I� Q ',, II, g o ,?38-13 _ r I O ( ST ( I II I I LOW 5 *Y —ICI- "°' Ii L I ; + I OT7 M i ; \ /I ---- A 4 Q'« 4 m 12 TOf? X 3 -g"� "X 6 g 12" ADDL. BOTTOM m _ — — O �LEV O n= W/ «ONCRE BO : X 2 .; D" 4 * 5 — — 5 * g 12" OP — 4-0 6 1 - =_ p y 8- d �0 _ " X 04 m 127 X 2' O:: 2' . ■ ■ ■ TOP = S_y- P 6_-13 _ EL = m T 4 ■ TC 2 N 38 6 D: ` - 53b P- + 21 -10 u " 4 p = �0 d v x X 12 TOP TC 2 15'-6" O \I •_ p r . i �l I -�- - t-- v X O S - * 5 6 ■ ■ ■ — SLAB X 6'-O" BOTTOM H WAYS DN. ST 8 FC A OP _ X I s 12 ADDL. IS 0TTOM — — — — 9 I/2" -2" I'- G _pu ■ I/ (S 3'- _ 8 ■ ■ IL O �0 X CON DET O ST e 2 ■ : ----- * FC --BELOW '- A 3B II A ECTION IL - O - * X IN S 4 6 1 3) ,n _ BQ m1 OPE T BELO " TOP1 D ---- 3B-I 8 N tt 8 T 1�(SEE 1p DET P N TO m ELOW « g 121I X 3'-`� D " ST 2 « 8 1 -- < I� 13 . q m /E lx \ pI o �� al Q \\ 4 i ■ ■ 4 X2 X 5/16' ONNECTION - S-3) ILS IN O OF, MECHANICAL CHASE m 12' ADDL. II 5 1/2' 0 zONE: 5 615 PSP N 68.9 PSF _I o" V 1` aIN" x X - DIRECTION OF LITEI;RRE LAYER OF REINFORCING " 4 ®12" TOP X 3'-`0 12 I' 3" O T " 4 10 12" TO X 5'-2' W/ a O O �7 w - }g _, Q fY �, w - w O IK a 5 g 6 X 1 FG FC A A O O ■ ■ - Fax�TG 3 -2 OC MAX. NGRETE SLAB D" « 48 A • 4 a 12" IN GROUT BOTTOM 4 FCELLDS B WAYS / " 5 a O / 6 / N 4 T m 5 a 12" TOP 9 57 x 8 -8' f l - �F� 8 - -BELOW T L J m ELO a j * a �, O 11 5" ' O I D N 6 -O yr X xa^x5ne eEE ST •- r CONNEC ION DEtA L IN 8 W- a g 4 12" TOP F' ■ ■ TC = r ----J PC A 3" m - ---� T 13 ELOW`2/ E: a ` r P5F PSf `Y ; ' ■ N_ D -�4 J� O_ ■ ■ " X X ■ ■ ■ FC 3 OA _ --- I' 3'-l0" - * 4 s TC X 3 Ip -- r---- \� i■ * 41 g 12 ° told FG 3B-1 FG (FTC A A ■ 11 -g 12" I -O _ _ * 5 6 TOP ' FG z a 51 55 - _-� L_- ■ X 15'-6" 7 -2 I/2' + Fc zoNE: s 515 PSf F� F X 4' b "I ■ ■ ■ ■ e FG 4 S O 4 FC QA/■a ®■111 FG Q ■ ■ ELEV. + 21'-10" 8' CONCRETE SLAB W/ " 5 12" BOTTOM BOTH WAYS - O p LL + O v Z} O q U � W „� p O 0 ~ N • -' O ` Z U o � _ , - X PC O.C. MAX. A IN GROUT FILLED G S FC A 3 _ ■ TOP • X ZONE: a N = _6 5BFSF D �111 I D m 4 _� FG F A B A5,M ADDL. T7 ■ ■ _ = — — — RI1 3B-� -_ uI > I +" p q L\��i ®_L ,-,� _ Sri _-____._ L2:: ST pCC c0 +n B O E TNLL ELOW m * X �.a S )rk PG m 4 -12P i L, X X A L I:. ZONE: H a \ F' .4 3B 2 FAC FC FAC I C ( PREFAB- WO D R II TRU5 Ib DET. s to -4.2" FA WOO GI FUSS ES FC A N B + 2325 2�44 515 MEC ICAL CHASE FC �e FG " 4 g 12" TOP :558 - M B _ " 4 m 12" TOP X 4'_6' 0� r-=-� n I - ' a . \ II 111 III ;;I _ 1 L� - JJ ZONE: 1A �6 12" 55 ry �C n DG E L' -558 ■ ■ I IGG TR CAL ACK E SE NOT O ca 2 B II S9 F - X 4'_ PC O ■ ■ ■ ■ B +2 '-2") ? O FG ZONE: 4 MrF W P5F 3 X 8 ATTACHED WO ATTA CSEE 4 X 3 _1 OOD T D BR HED T TYP. WOO ATTAC BR 2'-3" O S /a L )ZONE: M S 2'-3" FC 3'-1" A 12 4.5 - I N A 3 X 8 WOOD ATtAGHED T TRUSS ENE 4'-3" 3'_1 ZONE:. +515Pj 68.9 � N N ■ 4 S-9 RAFTERS PREFAB S W/ Slit" Y HEEL. 3'-2" AFTER WALL GKE WA EtAT BE EDT GKE P-8^ 01 4OF 4' 0" 2'-3" 3B FC PG 6 _ 8 FG a 515 P5F • 55B P5` 4'_6 FC FG 3*8 41, T.B: 2-2 T.B.20'-2) O _ OWOOD WOOp BRAC ATTACHED T g -4" 6r_O ETS BELOW WALL (SEE T P. DETAIL) 5'-4" 5._ 2 ILW II'_O:: 12'-4" 20'-8" 26'-0" 23'-4" 3 X 8 RAFTERS 26'-O" ' 4 X S WOOD BEAM HEOD TO PREFAB ATTACHED TO cittra, COCOLUM 3f d. FLOOF1,F CONNECTION DETAIL` AZALEA-fR M INS FL AN I /4 I I THESE pill AtjD ALL PROPOSED ARE SUBJEECT TC .-+DIY COR a16'CTI REQUIRED BY FMILD IN n ECTO S MAY BE NECESSAW IN ORDER COMPLY WITH ALL APPLICABLE C �NERGY HEEL. A C k 5 I'GNACIO J. CALVO STRUCTURAL ENGINEER FLORIDA CERTIFICATE NO. 56755 2333 Brickell Ave. #902 Miami, Florida 33129 Ph: (305) 860=9737 Fax: (305) 860-3659 Bp: (305) 701=5009 E-MAIL: icalvoCatt.net O N O1 JPt N m O FC _� RZONE I O S9 1 A r ' r FG N ZONE: 4 N +515 PSF ' O v Ar " 5 -w 48" O.C. MAX. FILLED CELLS _1 r PREFAB WOOD 2U55ES A IS ROOF TO 4AvE 81js" E RGY HEEL. AIJjGz 2004 P. E. N °` 5_;6 T�5 5 7 c Y 3 I RI=VISIONS BY w 00 Ld 0) (Y � N 01 r91 00 cn r I °� = I) r� O' , V N `� 0) O In I I o 'O N �L 0 0 0) � I', w (n W O n ^ OJ = OLj O LL � z J 0 — 0 z Q = x 0- 0- Q' 0� O w LL 0 n W C) O L S10311H0dVNO0, w 0� z a^ V 0 U o 4 0� 0 O m d w 0- m 0 LL 0 3 J-R-t W f� V / � I--4 Lu p w d > -� u LLI o W a `1 U W U 0 0 d W W o qo a � O � W o a U N a W w i s d W w N A R® � C AR SCALE CHECKED BY DRAWN BY DATE 06/10/Q4 JOB 0316 SHEET -3 OF SHEETS 8/ 19/04 RAUL R. SOTOLONGO REGIST. No AR-7 7 1 2 i= A O + 1063 LBS: - 1903 LBS, G m A 0 100 LBS. B - 1253 LBS. 3 X 8 WOOD RAFTERS ATTACHED TO PREFAB SEE T.BM. ELEV. WOOD TRUSSES CHANISE DETAIL IN '-0" 2'-O" 1'-10" 8" SHT S-1 DROP BOTTOM B R-8 CHORD OF TRUSSES G A G A 6-1 ro" AT THIS AREA G A G 5-10 599 599 999� T5 34' 10'7 RB-2 RI ti S2 0 ld 12 TB (+ 4'-10 _4 4.5 / j117 /1/// - y ,\w qOT \ 1D Q — LL LIJ R22 + 2 42 L �■�.I������ IBC' ®\\\\\�`\ .�. �I�.,.\♦ 6 &WXNM eiImm- ,sop, s �YiaYi • • �1 PAP• I - ® �1 -• Jw II. lk I I , 6 1 HMO 9WE ON 1 — — — —HB ---- - ul i �D ? TB (+ -I '7 7B (+31'-10') FAB. WO p GIRDER TRUSS ISE B TTOM _ 205 LB _. O \ / R ISE B TTOM HOR OF T U5SE5 - HORP OFT SSES 3" THIS AREA 1O.H + OV5 LBS. SEE DE + 1553 LBS, y 3" THIS AREA TB ( '.10") _ _ O.N 51- F / I \"R-10.6" I MEGH. p 8100 LBS. "C6 8913 LBS. — — — — — — S-1 J A---- - CHASE O" IO.H 12 L_ - 4ar-� Im = N _ R21 -�I p ATTIC v PREFAB. WOO T USS S (� W X ACCESS RB-I I + 1150 LBS. m 24 O.C. + 4125 LBS. ~ G TB +31'-10' _ _ - 2058 LBS: g 1 CHASE g 5120 LBS. + 2640 LBS. "GB 12 -L I _6 4125 LBS. \ �/ 4 O O.N 1 + 2015 LBS. —PREFAB. OD G R R TRUSS O C D A G n + 1434 LBS. L55. REF WOOD GI D=M USSn P EFAB. WOOD Cz DER TRUSS "KNEE" WALL j S 9 + Sit LBS. RB-1 '� R5-1 + 812 LBS, Q P EFAB. W D GIRD R TRUSS O B E3 - 1561 LBS. - 15�01 LBS. + 3821 L$I1 RI9 y 14,5RN A � E _+ 181 LE5. DO 12 - O 4516 LBS. A - m 2810 LBS. A 1_6RI2 BZ D + 1434 LBS: O.H 6-10RE O.H 3 TB +36' I5" - 2566 LBS. \ G B G A TB (+ 3 -81iz) L A II 61 5 O S 10 G A D A B A G D + 1109 LBS. - 3059 LBS: OF WO RK S AND ALL PROPOSED W , 7M PLAN ARE SUBJECT TO AT YY C07�'�ECTION IE�ED DAFC rL In iigtPECTORSTH �. . . - U R EO , MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICA LE CODE , j IGNACIO J. CALVO STRUCTURAL ENGINEER FLORIDA CERTIFICATE NO. 56755 2333 Brickell Ave. #902 Miami, Florida 33129 Ph: (305) 860=9737 Fax: (305) 860=3659 Bp: (305) 701=5009 E-MAIL: icalvgtatt.net AUG 2004 P. E. No 56755 Y m 0 N K 3c 3 a 0 w a m a w H a ❑ Y U x a u z 0 0 N S10111H32JVmono Am® N 2 O /n V Zz a ® Y 0 J z a F� C 03 U) 0 0 W Y o Q � �1 A � I--1 uj o w 0 } } -� U-. o \� e' a 4 z /}-1 0 U o U R 6 W W z '/ m #-1-F o LLI a UQLo 0 = O � ❑ ❑ a U � 5 a W w c� o g tl n 1� I u � x n o Y In i 0 a re l� L R BR T p I � U W Y 2 SCALE M } CHECKED BY m a o DRAWN BY N DATE 06Y10104 y o JOB 031 ro W i SHEET x W O z � w J W Lt LL a OF SHEETSi U �^ 8/ 19/04 RAUL R. SOTOLONGO REGIST. No AR-7 7 1 FOOTING; eGHEUUL MARK SIZE L x W x THICKNE55 DEPTH REINFORCEMENT REMARKS BOTTOM TOP SHORT BAR LONG BAR SHORT BAR LNG BAR TE 8" x CONT. 12" 15 THIKENED EDGE ILF-I6 16" x CONT. 12" 2"5 U1F-20 20" x CONT. 12" --- 25 WF-24 24" x CONT. 12" 04 0 12" 315 UP-32 32" x CONT. 12" 04 0 12" 415 P25 2'-61' x 2'-(b" 12" 404 4"4 F3D 3'-0" x Y-O" 12" 4"4 4"4 F3.5 Y-roll x 3'40" 12" 5"4 544 F4.0 4'-0" x 4'-0" 12" 604 6"4 F45 4'-b" x 4'4," 12" 604 604 F5.0 5'-0" x 5.-O" 1211 144 104 Fb5x45 6'-6" x 4'-6" 12" 944 604 9"4 6,04 F1.5x35 l'-roll x 3'-6" 12 10"4 5"4 10"4 5"4 F1.5x4D 1'-roll x 4'-0" 12" 10"4 604 1044 604 F15x45 1'-roil x 4'-6" 12" 10"4 644 1004 604 MLLF-I6 16" x CONT. 12" --- 25 4 FOOTING NOTES: I. AT ALL FOOTING CORNERS AND INTERSECTIONS, PROVIDE 25 L-SHAPED CORNER BARS WITH 30-INCH LONG LEGS. 2. LAP SPLICE BARS MINIMUM 36-INCHE5. 8" PRECAST & PRESTRESSED U 4GR411,. GRAVITY LENGTH TYPE BUB ft-OB OF12-OB OF16-05 OHO-OB W24- 28-OB OF32-08 ePS-B 6124B OF -IB SnO•IB *24-6 OPO- - 2'-10" (34") PRECAST - P302 3166 4413 6039 1526 W04 10412 IF3 36 3166 4413 603E 1526 W04 ID412qm 3'-roll (42") PRECAST 2302 3136 3311 4605 6001 1315 6630 1 3166 4413 6035 1526 9004 M12 0 4'-0" (48") PRECAST 2029 2325 24% 301 4436 5410 6304 1358 2646 4413 603% 1526 9004 10412 11936 4'-6" (54") PRECAST 1651 11e1 1513 2651 3403 4149 48% 5644 2n0 4021 6039 -526 W04 IO412 966 a 5 -4" (64"J PRECAST 1184 1223 1301 1009 23n 2026 3336 1665 2889 W51 60% 5400 6424 l50 5'-IQ" (10") PRECAST 912 1000 1059 1414 M2304 2121 31 1455 2464 4144 5459 4431 5280 RI 6'-6" (18") PRECAST 93l 1255 203263 2146 33% 3911 4 1255 1101 3356 5260 IN 8995 6 l'-roll (90'7 PRECAST 161 as615 1385 E84 2439 7886 3 33 1019 1615 2610 3835 '5S% "13 5641 9'-4" (112") PRECAST 5l3 63T 104E MOB 1210 Mat 1154 W21 168 1272 as 2544 3469 4030 3121 10'-b" (126") PRECAST 456 482 am IR5 515 1122 1378 835 656 1025 1514 2061 2114 3130 T II'-4" (136'J PRECAST 445 s% 935 065 1864 2355 1193 2b15 5% S35 %5 IB54 2441 3155 4944 12'-Oil (144") PRECAST 414 545 864 1254 I68I 2014 1510 ibis va 864 1254 16S3 2211 1 2632 m 13'-4" (I60") PREGA$i - 362 421 126 1028 1331 1635 1 1224 1 418 486 148 1016 1438 MS 2343 2WO 14 -0" (168'7 PRECAST 33B 381 649 915 ISO 1462 IOBl qb 0 455 TOO I003 835 nM 253 66 PRESTRESSED NR w NR w NR NR NR ax 4,5 165 1310 2045 2610 3185 3 65 15'-4" (184") PRESTRESSED NR NR NR NR W NR NR 420 695 250 855 2310 2S90 _4R 410 IT-4" (20V')PRE5TRESSED NR NR NR NR w NR NR 310 530 S50 MOO 1190 2200 1 00 IV-4" (232 ") PRESTRESSED NR NR w NR NR wx NR 240 400 150 M 1400 Mo 2 30 21'-4" (25ro")PRESTRESSED NR NR N R NR NR NR IBx 83 330 33 610 I40 1340 neo 2110 22'-0" (264")PRESTRESSED N.R.NR NR NR NR 25 MR w WO 300 510 810 1250 lobo 10 24'-0" (288")PRESTRESSED NR 130 240 410 120 1030 M 10 8' PRECAST & PRESTRESSED U-LINTELS "L" Rm UPLIFT LATERAL TYPE LENGTH OFB-IT 8FR-IT 9P*-IT MO -IT BF24-IT SF28-IT EF32-IT SUB S. SFS-2T 8FR-7T BF16.2T SRO-2T SF74-2T MS-2T 6F32-2T T-10" (34") PRECAST 2121 28 B ao 5332 6%9 1&I 9055 2021 2021 2121 2184 3901 S190 6401 1630 Ml 3'-&" (42") PRECAST 2*5 2289 3260. 4231 528 6204 IV 1251 1251 2165 2215 3165 4125 5091 6061 1036 4'-0" (48") PRECAST 818 818 PISS 825 2832 21W %BO 3903 4532 4422 5381 5264 6245 6110 938 938 4'-V' (54") PRECAST 1660 n62 2501 3251 4010 4161 5525 l21 121 1660 1105 2435 3111 3913 4658 5406 5'-4" (64") CAST Iml 1484 2110 2141 3315 4010 4640 505 505 803 M31 2050 2610. 32W 3520 4545 5'-10" ll0") PRECAST R12+ 051 M30 25M 3054 '3665 4241 418 418 1212 135 1015 2441 3010 3583 451 b'-b" ll8") PRECAST 1141. ROO 1133 2250 216E 32W 3812 10l BSl IMI 1182 684 2197 2103 3216 3132 T-6" (50") PRECAST 9594 w 1415 1514 2354 2191 324a S91 (051 590 U71 _ 1466 19W1 2351 2191 320 9`-4" 1112") PRECAST Eft 6R wo R69 860 1852 21" 45 630 so Mt_ 1152 1550 1910 2211 2634 10'-6"(I26'7 PRECAST 116E 4% 193 IOII R61 14% 1131 3 493 116 611 1039 1395 1111 2034 2358 II'-4" (136"I PRECAST 666111 439 6% 839 1104 1309 BB 36 556 686 535 905 R95 895 896 2198 11'-Oil (144") PRECAST 801l 400 b31 5K 1001 1166 1312 34 494 631 486 BIB R09 514 n99 2086 13"-4" (I60"I PRECAST 500E 340 532 b8B 841 991 IB3 30 398 513 409 681 IOW 1351 1631. 1097 14'-Oil (168") PRECAST 450 3W 493 635 1191 922 w3 2 360 548 310 625 922 R54 861 1816 14'4'(116")PRE5TRESSED 243 2% 591 124 051 ego N 351 243 357 582 587 852 IBb M91 1142 15'4'(184')PRESTRESSED 278 216 430 563 6n 001 075 N. 321 228 325 542 151. 1012 B01 1616 IT-4" (208".PRESTRESSED Be 236 361 464 561 610 114 N 255 18S 216 449 649 814 821 1389 IV-4" (232") PRESTRESSED 165 201 38 4M 490 516 661 N. 104 165 2" 303 550 l% 540 ISO 21'-4" (2569PRESTRE55EDN121 Ms Bb 218 338 433 sR 590 N. Ill 2R 336 411 635 B01 993 22'-OY264")PRESTRESSEDBo 268 343 410 493 560 N. I61 205 322 451 Sol ni 941 24'-O'(285'9PRESTRESSED165 244 3R 380 441 519N 135 186 - 290 400 530 600 SO 91EDUCE VALUE BY 25% FOR GRADE 40 FIELD XtbAR COLUMN SCHEDULE REINFORCEMENT MARK SIZE REMARKS VERTICAL OR TIES Of PEASE PLATE(INCH) CAP PLATE INCH) T 1 NOT USED T6 2 . 8" X 12" 4 05 #3. 6 8" Tc 3, $,r X 13" 4 05 $3 a 8rr Tc 4', NOT USED TC 8"X15" 695 0308" & 1,XI6" 65 03681, TC NOT USED 1, 1 1.c 8' 12" X 12" 8 "5 63 a12" _ Tc g 8" X 18" 6 "5 63 0 8" TC d 8" X 25" 805 "3 0 8" TC II 23"X1211X8" 85 03a8" 12 12 20" X 22" X 12'' 8" 10 5 '3 6 8" IS I9"XIS"X12"X 105 "36Vt _ Tt 14 8"X24" 85 0308" A 6" X 20" 6 5 M3 a 8rl e 12"XI6"X12"X8" l5 a30all G 14"X15"X8" 15 50V. p V. X 30" 815 03 0 8" E 13"X13"X8" 15 0308" F 12"xl2" 815 r3 0 12" M2OT 1 4" X 4" X 5/16" 1/8" X 12" X 12" 1/6" X 1 5/ " X 10" *FOR BOLTS N TOP 4 BOTTOM PLATES, SEE APPLICABLE SECTION 2 Y 5/8" X 12" X 12" 5/8" X 1 5/ " X 10" 3T M4"X4"X3/8" " I"X14"XIII 4T. 4" X 4" X 5/16" 3/4" X 12" X 12" 17 14" 57 4" X 4" X 5/16" 3/4" X 12" X 12" 3/4" X 1 5/ 11 X 10"44 6 4" X 4" X 5/I6" 3/4" X 12" X 12" 1/5" X 14" 14" 'n 1 4" X 4" X 5/16" 3/4" X S" X 5" 3/4" X 141 q S 4" X 4" X 5/16" 5/8" X 12"X 12" 5/8" X . 4i" 4 SEE DETA7L FOR COw4ECTNG LLV 82 STEEL BEAM 1 SLAB N 6-3 $T g 3112" X 31/2" X 114" 5/8" X 12" X 12" 5/8" X 1 5/ 51, X 10" . FOR BOLTS N TOP 4 PLATES, BEE APPLIc ' ` SECTION 5T 4" X 4" X 1/2" I" X 12' X 12" 11i4" X As" < 12" 5T 4" X 4" X 1/4" 1/8" X 1 5/8" X 12" 1/8" X 1 5/ " X 12" 05 48" A 1 IN GROUT-FILLEDI CELLS MAX B 1 % IN GROUT -FILLED CELLS MAX 48" 2A 2 5 IN TWO GROUT -FILLED CELLS . * 3A 3 5 IN THREE GROUT -FILLED CELLS 2C 2 % IN TWO G T-FILLED CELLS 3B 3 "6 IN THREE GROUT -FILLED CELLS 4C NOT USED 2G 2 01 IN TWO GM T-FILLED CELLS 3C T 5 3 IN THREE GROUT -FILLED CELLS COLUMN NOTES: I. HOOKED DOWEL , SAME SIZE SHALL BE EMBEDDED TO B( MINIMUM 30 BAR DIAMETER: 2. HOOK ALL VERtICAL COLD 3. d13 HAIRPINS A REQUIRFR rMBER ASVRTICAL REIN EMENT, OOTING BELOWAND SHALL LAPERTICAL REINFORCEMENT IN OLLIMN5. AT TO REINFORCEMENT. P LED NOTES I- LEDGER "LI" (2) 2"x 10" .T. WOOD LEDGER NAILED TOGETHER WI'H IOd NA a 4" STAGGERED HIGH AND LOW AND W/ /4" DIA. KWIK L II BY HILTI W/6" MIN. EMBED IN GONG. R GR CE L a 8" OC. 4 TUH28 BY LISP WK22) 16d NAI 5 INTO H ER ND (10) Ibd NAILS INTO TRUSS. NOA 02 -10 28.02 2. LEDGER 12" 5E (2) 2" < 8" P.T. WOOD LEDGER NAILED TOGETHEF I WITH IOd NAIL ID 4" STAGGERED HIGH AND LOW AND W/ 3/4" DIA. KWIK BO T 11 BY HILTI 111/6" MIN. EMBED IN CONC. OR GROUT a 12" OC. 4 TUH26 BY U5P WK16) i& N ILS INTO ILL HEADEND (8) i&d NAILS INTO TRUSS. NOA 02-10 8.02 TYPE ESIGNATION i-- _ a r F " FILLS WITH GROUT BOTTOM UANTITY OF 5 REBAR AT OF LINTEL CAVITY a /NOMNAL z II 0 WIDTH-1 QUANTITY OF x1 - 0 " INAL HEIGH REBAR AT TOP UAL HEIGHT SEE ELEVA IONS 5/8"ACT NEIGHi )roll U.ON) 8" NOMINAL I "1 REBAR AT TOP MIN. lU REQ'D AT BOTTOM CAVITY EINFORCING IN LINTEL RIES) GENERAL STRUCTURAL NOTES 1: CODES: 15. CONCRETE MASONRY WORK: ALL WORK SHALL CONFORM TO THE FLORIDA BUILDING CODE, 2001 EDITION, AND ALL OTHER APPLICABLE LOCAL A. ALL CONCRETE MASONRY WALLS ARE DESIGNED AS LOAD BEARING WALLS, U.O.N. MASONRY WALLS SHALL BE IN PLACE BEFORE THE SLABS AND BEAMS SUPPORTED BY THEM ARE POURED AS WELL AS THE CONCRETE TIE COLUMNS CODES. FRAMING THEM. 2. DESIGN CRITERIA B. ALL HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C 90, "STANDARD SPECIFICATIONS FOR A. ROOF LOADS HOLLOW LOAD BEARING CONCRETE MASONRY UNITS". LIVE LOAD ...................... 30 PSF WITH A NET AREA COMPERSSIVE STRENGHT OF MASONRY UNITS OF 1900 PSI DEAD LOAD ...................... 20 PSF(® ROOF) C. MORTAR SHALL COMPLY WITH ASTM C 270, TYPE "M", WITH A MINIMUM AVERAGE STRENGTH OF 2800 PSI. ..... 10 PSF (® CEILING) D. CONCRETE MASONRY STRENGTH, I' m, SHALL BE A MINIMUM OF 1500 PSI. B. SECOND FLOOR LOADS E E. VERTICAL REINFORCING IN CMU CELLS SHALL BE SPLICED WITH 48 BAR DIA METER LAP SPLICES. PROVIDE CLEAN OUT HOLES LIVE LOAD TERRACES & STAIRS ....... 100 PSF. AT BASE OF FILLED CELLS FOR LAP INSPECTION AND TO VERIFY THAT THE CELLS HAVE BEEN. FILLED SOLID WITH GROUT. DEAD SUPERIMPOSED ICAO ®TERRACESS &STAIRS ... 20 PSF LIVE LOAD ELSEWHERE ................:....E40 PSF F. FILLED CELLS SHALL BE FILLED WITH 3000 PSI GROUT AS PER ACI 530-99 AND ACI 530.1-99. FILLING OF CELLS SHALL BE DONE IN MAX. FOUR FOOT LIFTS WITH A MAXIMUM DEAD SUPERIMPOSED LOAD ELSEWHERE ......................................... 38 PSF POUR OF 12 FEET. USE MECHANICAL VIBRATION TO ACHIEVE GROUT -FILLED CELLS C. WIND LOADS: IN ACCORDANCE WITH ASCE 7-98 [BUILDING CATEGORY 11; 146 MPH WIND SPEED; EXPOSURE C; GROUT SHALL CONFORM TO ASTM C476. SLUMP SHALL BE IMPORTANCE FACTOR I = 1.01. SEE CALCULATIONS FOR ADDITIONAL INFORMATION. BETWEEN 8" AND ii". G. ALL CMU WALLS SHALL BE HORIZONTALLY REINFORCED WITH STANDARD NO. 9 3. ELEVATION DATUM: LADDER -TYPE GALVANIZED STEEL REINFORCING EVERY SECOND COURSE. EXTEND ALL ELEVATIONS ON THESE STRUCTURAL DRAWINGS REFER TO TOP OF INTERIOR FLOOR AT 0'-0" REINFORCING A MINIMUM OF 4 INCHES INTO ALL COLUMNS. H. LINTELS: ANY C.M.0 WALL OPENINGS WHICH ARE NOT OTHERWISE FRAMED WITH CONCRETE SHALL HAVE 8" x 8" 4. DIMENSIONS AND CONDITIONS: CONCRETE LINTELS (CAST -IN -PLACE, PRECAST OR U-BLOCK) WITH 2#5 BOTTOM. EXTEND REINFORCEMENT MINIMUM 6" A ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO CONSTRUCTION. ANY PAST OPENING AND CAST IN GROUT, LINTEL SHALL HAVE MINIMUM 8" BEARING ON ADJACENT COLUMN OR REINFORCED DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. WRITTEN DIMENSIONS TAKE CELL. PRECEDENCE OVER SCALE. SCALE IS FOR GUIDELINE PURPOSES ONLY. IF DIMENSIONS ARE UNCLEAR, DO NOT SCALE, REQUEST CLARIFICATION FROM THE ARCHITECT OR ENGINEER. I. SILLS: UNLESS OTHERWISE FRAMED IN CONCRETE. PROVIDE 8" x 8" CONCRETE (FORMED OR BOND -BEAM BLOCK) B SEE ARCHITECTURAL PLANS FOR ALL ELEVATIONS AND DIMENSIONS NOT SHOWN WITH 2 #5 AT MID -DEPTH AT ALL SILLS. EXTEND REINFORCEMENT MINIMUM 6" INTO ADJACENT COLUMN OR MASONRY AND CAST 5. METHODS & SAFETY: IN GROUT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. K. CONTRACTOR SHALL CONTRACT A SPECIAL INSPECTOR TO VERIFY COMPLIANCE FOR ALL GROUTING. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. 16. STRUCTURAL STEEL: 6. PROTECTION OF EXISTING CONSTRUCTION: A. MATERIALS: EXISTING CONSTRUCTION WHICH IS TO REMAIN SHALL NOT BE DAMAGED. CONTRACTOR SHALL LOCATE AND PROTECT 1. STRUCTUR&,-, A 00, GRADE B. CONCEALED PIPES AND CONDUITS PRIOR TO DEMOLITION AND EXCAVATION AND TAKE APPROPRIATE ACTION TO PROTECT Vj TRUCTURAL STEED ASTM A36. THEM AND TO PROVIDE FOR SAFETY. NCHOR BOLTS: ASTM A307. 7. CONSTRUCTION LOADS: 4. ALL OTHER BOLTS: ASTM A325. IT 1S THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMIN B. STANDARDS: NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS, 1. AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS." 8. CONFLICTS IN DOCUMENTS: - 2. AWS Di-1, E-70 SERIES ELECTRODES, IF CONFLICTS OCCUR IN OR BETWEEN ARCHITECTURAL AND ENGINEERING DOCUMENTS, BETWEE ENTS AND FIELD C. CONNECTIONS ANY STRUCTURAL STEEL CONNECTIONS WHICH ARE NOT DETAILED ON THESE DRAWINGS SHALL BE CONDITIONS OR OTHERWISE, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINE - . CLARIFICATION AND DIRECTION BEFORE PROCEEDING. THE CONTRACTOR SHALL COORDINATE ALL DIMENSI TWEEN ARCHITECTURAL AND DESIGNED IN ACCORDANCE WITH AISC SPECIFICATIONS. STRUCTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. D. CORROSION CONTROL: ALL STRUCTURAL STEEL, SHALL BE SHOP PAINTED WITH RUST -INHIBITIVE PRIMER. PRIMER 9. CONSTRUCTION OBSERVATIONS: SHALL BE TOUCHED UP AFTER ERECTION. THE CONTRACTOR SHALL OBTAIN APPROVAL INSPECTIONS OF ALL fq TURAL COMPONENTS FROM BOTH THE CITY / COUNTY INSPECTOR AND THE ENS GRNG ENGINEER/ARCHITECT PRIOR TO CONTINUING. 17. STRUCTURAL LUMBER: WITH WORK ANY STRUCTURAL ITEM NOT APPROVED BY B#'"MAY BE SUBJECT TO REMOVAL AND RECONSTRUCTION. A. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE, GRADE N0. 2 (ALLOWABLE FB PER NSD-97) OR EQUAL U.O.N. T.` 10. SHOP DRAWINGS: B. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY OR PERMANENTLY EXPOSED TO WEATHER SHALL BE PRESSURE A. THE CONTRACTOR SHALL SUBMIT TO THE TECT COMPLETE SHOP DRAWINGS AS REQUIRED BY THESE NOTES. PRESERVATIVE TREATED. B. REVIEW AND APPROVAL OF SHOP GS IS FOR THE DESIGN CONCEPT ONLY. THE CONTRACTOR SHALL CHECK AND 18. PREFABRICATED WOOD TRUSSES AND GIRDERS: APPROVE THE SHOP DRAWING COMPLIANCE AND COMPLETENESS BEFORE SUBMITTAL. APPROVAL BY THE ENGINEER TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN AND FABRICATION OF TRUSSES, GIRDERS AND THEIR OR ARCHITECT IS NOT EO PURPOSE OF APPROVING CHANGES OR SUBSTITUTIONS. THE CONTRACTOR SHALL BE CONNECTIONS TO EACH OTHER. DESIGN OF BRACING FOR INDIVIDUAL TRUSS OR GIRDER MEMBERS TO RESIST LATERAL RESPONSIBLE FOR AL NSIONS, QUANTITIES, JOB CONDITIONS, AND COORDINATION WITH ALL DOCUMENTS AND OTHER BUCKLING UNDER GRAVITY OR WIND LOADS IS THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. PREFABRICATED WOOD TRADES. TRUSSES AND GIRDERS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE S.F.B.C. FOR THE 11. EXISTING SOILS, SO REPARATION &ALLOWABLE BEARING. LOADS INDICATED ABOVE. TRUSSES AND GIRDERS SHALL BE DESIGNED BY A FLORIDA-REGISTERED ENGINEER. COMPLETE CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER AND SUBMITTED TO THE A. INFORMATION THE SOILS ON THIS SITE IS PRESENTED IN A REPORT PREPARED BY DATED ENGINEER -OF -RECORD FOR REVIEW. REVIEW BY THE ENGINEER -OF -RECORD WILL BE FOR COMPLIANCE WITH DESIGN CONCEPT ONLY. THE TRUSS MANUFACTURER SHALL NOT ALTER THE FRAMING PLAN WITHOUT THE WRITTEN APPROVAL OF THE THE CON , TOR SHALL REVIEW THIS REPORT AND FOLLOW ITS RECOMMENDATIONS ENGINEER OF RECORD. UNIL THERWISE INDICATED IN THESE DRAWINGS. TRUSS MANUFACTURER TO USE "COMPONENT AND CLADDING" WIND PRESSURES FOR THE PREFAB WOOD TRUSSES DESIGN. B. W HE SOILS PREPARATION DESCRIBED IN THE REPORT, AN ALLOWABLE SOIL BEARING PRESSURE PSF MAY BE SED IN THE FOUNDATION DESIGN FOR SUPPORTING THE STRUCTURE ON CONVENTIONAL SHALLOW FOUNDATIONS. 19. PLYWOOD ROOF SHEATHING: ALL GEOTECHNICAL WORK MUST BE PERFORMED UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER A. PLYWOOD ROOF SHEATHING SHALL BE 5/8", EXTERIOR GRADE, SHEATHING, WITH 32/i6 APA SPAN RATING. VERIFY COMPLIANCE WITH THE DESIGN CONCEPTS, SPECIFICATIONS AND RECOMENDATIONS ISSUE A STATEMENT OF COMPLIANCE AFTER COMPLETION OF THE SOILS PREPARATION. B. EDGES OF PLYWOOD PANELS SHALL BE TONGUE -AND -GROOVE OR CONTINUOUSLY SUPPORTED WITH WOOD SUBRAFTERS 13. POLYETHYLENE SPANNING BETWEEN PRIMARY FRAMING MEMBERS. POLYETHYLENE SHEET;` CONTINUOUSLY, UNDER CONCRETE SLABS AND BEAMS PLACED ON GROUND SHALL BE C. LAY PANELS, CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE GRAIN PERPENDICULAR TO PRIMARY FRAMING MINIMUM MIL. THICK. ALL SHALL BE LAPPED MINIMUM 12 INCHES AND CONTINUOUSLY TAPED WITH MINIMUM OF. MEMBERS. END JOINTS SHALL OCCUR AT CENTER OF PRIMARY FRAMING MEMBER WITH BOTH PANELS FASTENED TO IT. TWO-INCH WIDE VINYL TAPE. END JOINTS SHALL BE STAGGERED 14. CONCRETE (CAST -IN -PLACE): ' A. STANDARDS: ACI 318, ACI 301 AND ACI 3 D. FASTEN PLYWOOD ROOF SHEATHING PANELS TO ALL SUPPORTING MEMBERS USING 10d RING SHANK NAILS. NAIL SPACING B. ALL CONCRETE SHALL BE PROPORTIONED TO ATfiA INIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. SHALL BE SIX -INCHES ON CENTER AND 4" O.C. AT AN 6' 0" WIDE "EDGE ZONE" ALL AROUND THE BUILDING PERIMETER. THE CONCRETE AT THE SITE. CONCRETE FOR AREAS SLUMP SHALL BE 4" (+i") AND NO WATER SHALL B 1�TO 20. FASTENERS WHICH WILL REMAIN EXPOSED TO WEATHER AFTER CONSTRUCT SHALL HAVE 3% TO 5% ENTRAINED AIR. A. FASTENERS SHALL BE OF THE TYPE AND SIZE INDICATED IN THIS DRAWING C. THE CONTRACTOR SHALL CONTRACT AN INDEPENDENT TESTING LABO to TO PERFORM THE CONCRETE CYLINDER TESTS B. ALL FASTENERS INCLUDING EXPANSION ANCHORS, SLEEVE ANCHORS, STRAPS, NAILS, SCREWS, ETC SHALL BE GALVANIZED (U.O.N.) AS REQUIRED BY THE FLORIDA BUILDING CODE. SUBMIT TEST REPORT HE ENGINEER. D. CONTRACTOR SHALL PROVIDE ALL FORMING AND TEMPORARY SHORING, E. NO PIPES OR CONDUITS EXCEEDING 1/3 THE SLAB THICKNESS IN OUTSIDE DIAMETER S E EMBEDDED IN THE CONCRETE FLOOR WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER. WHERE PIPES OR UITS ARE PERMITTED, THEY SHALL BE PLACED NO CLOSER THAN THREE DIAMETERS D.C. AND SHALL BE LOCATED SO T TO IMPAIR THE STRENGTH OF THE STRUCTURE. F. REINFORCEMENT: ASTM A615, GRADE 60, ASTM A185 FOR WELDED WIRE FABRIC. G. CONCRETE COVER OVER REINFORCEMENT: 1. 3-INCHES WHERE CAST AGAINST EARTH. GONG. TB OR CONC. BEAM 2. 1-1/2 INCH AT ALL OTHER LOCATIONS (U.O.N.). 2 15 L SHAPED GORNHLER ONGLGS.ARS FLAIL VIEW DETAIL H. SAW -CUT CONTROL JOINTS SHALL DE MADE WITHIN TWELVE HOURS OF .CONCRETE PLACEMENT. 30-INCH LONG LEGS. I. ALL CONCRETE SHALL BE FINISHED AS APPROPRIATE FOR THE FINISHES INDICATED IN THE ARCHITECTURAL DRAWINGS. /� J. ALL CONCRETE SHALL BE CURED FOR MINIMUM OF SEVEN DAYS. THE CURING SHALL ENTAIL MAINTENANCE OF THE AT GCfRNER A 5 MOISTURE IN THE CONCRETE. GENERALLY THIS SHALL BE ACCOMPLISHED BY TREATING EXPOSED CONCRETE SURFACES WITH A CHEMICAL CURING COMPOUND IMMEDIATELY AFTER FINISHING AND IMMEDIATELY AFTER REMOVAL OF FORMS. FORMS ul SCALE 3/4" - 1'-0" SHALL BE KEPT MOIST BY FREQUENT WATER SPRAYING PRIOR TO REMOVAL. VERIFY COMPATIBILITY OF CURING COMPOUND WITH PROPOSED FINISHES, K ALL CONCRETE SLABS AND BEAMS SHALL HAVE NO HORIZONTAL JOINTS. ANY STOP IN CONCRETE WORK SHALL BE MAD AT CENTER OF SPANS WITH VERTICAL BULKHEADS. L DOWEL ALL COLUMNS TO FOUNDATIONS WITH BARS OF SAME SIZE AND NUMBER AS IN COLUMN. DOWEL SPLICE 36 DIAN MIN. 4" CONC M COLUMNS SHALL BE POURED TO FULL HEIGHT AND ALLOWED TO ATTAIN INITIAL SET PRIOR TO PLACING BEAMS SLAB 2,_6 ABOVE. MINIMUM TIME INTERVAL 3 HOURS. N ALL CONCRETE BEAMS MARKED TB SHALL BE PLACED USING WALLS AS BOTTOM FORMS, AND SHALL HAVE CONTINUOUS TOP AND BOTTOM REINFORCING. SPLICES, WHERE NECESSARY, SHALL BE MADE IN MIDDLE 1/3 OF SPAN FOR TOP63 a AIR PINS --L-� BARS AND END 1/3 OF SPAN FOR BOTTOM BARS. PROVIDE A 40 DIA. LAP MINIMUM AT ALL SPLICES. ALL EXTERIOR CORNERS SHALL HAVE 2 #5 x 5'-0" CORNER BARS, ONE TOP AND ONE BOTTOM, BENT AT MID -POINT. „IIIITI 1ii-- LEGEND: NAB _ 2x4 CONTINUOUS HORIZ. WOOD BOTT. CHORD BRACING CONNECTED TO THE TOP OF EVERY TRUSS BOTTOM CHORD W12 -Ibd NAIL. MAXIMUM SPACING BETWEEN BRACINGS SHALL BE 10'-0" SEE TRU55 MANUFACTURER SHOP DRAWINGS AND ENGINEERING SHEETS FOR ADDITIONAL CHORD AND WEB BRACING. CB° = 2x6 VERTICAL WOOD "GROSS" BRACING CONNECTED TO TRUSSES AT EACH CONTACT POINT W/(2) Ibd NAILS. SEE TRUSS MANUFACTURER SHOP DRAWINGS AND ENGINEERING SHEETS FOR ADDITIONAL CHORD AND WEB BRACING. +° = DEAD LOAD PLUS LIVE LOAD GIRDER TRU55 REACTION. - = NET WIND UPLIFT GIRDER TRUSS REACTION. TRUSS MANUFACTURE TO COORDINATE TRU55 BOTTOM CHORD ELEVATION W/ ARCHITECTURAL DRAWINGS. +o r f ✓"x� A B a. 1 4 It THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO Ala CORRECTIONS REQUIRED Ef FIELD @iiSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL AF LMELE CODES, I I/2" CL TYP. K! BARS N.T.S. 1 1/2" TYP. I I/2" CL TYP. DBL. UAUF 1"5 � Ob_. DETAIL .: ICAL THICKEN{ ED DETAIL (TE) 12"HAIR PINS SCALE: 4"=1'=0° x 3 ®12" HAIR PINS A 10 BARS COL. DETAIL IGNACIO J. CALVO STRUCTURAL ENGINEER FLORIDA CERTIFICATE NO. 56755 2333 Brickell Ave. ##902 Miami, Florida 33129 Ph: (305) 860-9737 Fax:(305) 860--3659 Bp: (305) 7Q1=5009 E-MAIL icalv®Cgatt.net Al L111 P.E. N"56755 S10111H3dV::= O L/ 0 a U a Z O�0 J 0 ell Ok _ e® s m 0 rc 0 0 Lee W z z a o Ql 0 A i--t' a- LI 0 U 0 tLLI o 4 U W U 0 lu w 0 VV o F z a nn,, l� z U O O a z 0 o 0 z a 0 z a z W w z a w 0 SCALE 1/411=1'-0" CHECKED BY DRAWN BY DATE JOB_ 031�0 SHEET w5 OF SHEETS 8/ 19/04 RAUL R. SOTOLONGO REGIST. No AR-7 7 1 2 SEAM SCI�-IEDULE MARK ELEY. SIZE BOTT. TOP GONT. "C" BARS "D" BARS "E" BARS I„ BAR5 IEA.FACEI STIRRUPS RE 1AW6 B x D No. 81 M, No. SIZE No. SIZE No. SIZE No. 151ZE No. SIZE No. 6u vu PAGING EACH END 25-1 +10,41 12"X lb" MIN. 2 15 2 05 #3 ° 6" ARC14ED BEAM (SEE DETAIL) 28-2 +10,41 Ib"X 25" MIN. 4 5 4 5 03 ° II" ARC ED BEAM (SEE DETAIL) 25-3 +10,-11. 12"X 22" MIN. 2 w1 2 05 5 ° 8' ARC ED BEAM (SEE DETAIL) 2B 4 +10'.1" 8" x 25"MIN. 2 5 2 "5 "3 1211 SEE ARCH. ARCHED ELEv. BEAM (SEE DETAIL) 28-5 10'4" 8"X 15"MIN. 2 5 y 5 '3 m 6" ARCHED BEAM (SEE DETAIL) 28-6 +9'-6" 12"x25 112" MIN. 3 15 3 5 "3 all" ARCHED BEAM (SEE DETAIL) 28-1 +10,4. 8" x 14" 2 5 2 5 03 0 5 3/4'' 25-8 +10'4. 6"x32 I12" MIN. 22 08 % 2 % 03 ° 511 ARC-IfIED BEAM (SEE DETAIL) 28-9 .10'4" 8" x 16" MIN. 2 5 2 5 03 a 6" ARCHED BEAM (SEE DETAIL) 25-10 +9'-6" 8"X 15" MIN. 2 5 2 5 ARC4 ED BEAM (SEE DETAIL) 25-11 +9' 6" 12" x 15" MIN. 2 15 2 15 13 ° 6" ARCHED BEAM (SEE DETAIL) 25-12 +10.4. 8" x 23" 2 5 2 5 "3 91011 25-13 410,4. 8" x 18" 2 11 2 5 03 9 611 25-14 +10,41 S11 x 18" 2 5 2 '6 2 rb 03 B 611 25-15 +10,41 8"x18" 2 5 2 5 2 5 "3 9 6, 25-16 +10'-I" 8"xl211 2 05 2 5 03 0 4 112" 25-11 +10'-I" 8"AT' 2 5 2 5 2 5 03 4 112" 25-18 +10,41 8"x32 Ire" MIN. 2 08 2 "6 5 0 12" ARCHED BEAM (SEE DETAIL) -' �...,. ARCHED BEAM L,) 35-1 +21'-10" 8" x 44" MIN. 2 5 2 05 5 "4 03 35-2 +23'-2" 8" x 36" 2 •8 2 "6 g 04 "3 9 12" UPTURNED 35-3 +23'-211 8" x 24" 2 % 2 05 03 6 1O" UPTU ED 38-4 +23'-2" 8" x 24" 2 5 2 "6 13 '[ 61011 UPTURNED 3E-5 +21'-3" 8" x 35" 2 01 2 05 5 04 03 11 19 12" 35-6 +21'-10" 8" x 42" MIN. 2 01 2 05 5 04 "3 0 12" 35-1 +Y11-311 12" x 35" 3 % 3 5 03 a 12" ARCHED BEAM (SEE DETAIL) 35-8 +21'-101, V. x 45" 2 "1 2 "1 5 04 03 6 12" 35-9 +21'-3" 8" x 35" MIN. 2 % 2 % '3 ] 6 12" ARCHED BEAM (SEE DETAIL) 313-10 +21'-10" 8" x 18" 2 % 2 "6 2 +6 '3 35-11 +21'-101, 8" x 18" 2 % 2 '6 2 "6 03 3B-12 +21'-10" 8" x 18" 2 6 2 6 "3 63"a CANT, BAL 61 12" 38-13 +21'-10" 8" x 18" 2 "6 2 05 43 a 4 12" 313-14 +20'-2" 8" x 26" MIN. 2 5 2 5 "3 ARCHED BEAM (SEE DETAIL) 315-15 +21'-10" 8" x 18" 2 +6 2 01 2 «5 03 m RB-I +31'-10" 8" x 24" MIN. 2 5 2 5 3 al2" ED BEAM (SEE DETAIL) RB.2 +31'-101, 12" x 21" MIN. 2 "6 2 % #3 [ g" )ARCHED BEAM (SEE DETAIL) R5-3 +33'-812" 8"x46 12"MIN. 2 5 2 45 5 04 03 �] mp AR HED BEAM (SEE DETAIL) RB-4 +31'-101, all x 24" 2 "6 2 5 03 (311 RB_5 +31'-4" 8" x 15" 2 2 5 03 6" ARCHED BEAM (SEE DETAIU R540 +311-101, 8" x 24" 2 5 2 05 03 611 RB-1 +31'-10" 8" x 12" 2 "6 2 Mb 03 4 112" CC RAKED 8" x 8.1 140 25 CONT. TB VARIES 8„ x 12" 2 5 2 5 5 ofi 0 12" o GONER BALANCE a 48" TB -I SEE PLAN 8" x 20" 2 "✓ 2 "5 6 12" e CORNER BALANCE 6 48" BEAM NOTES: I. AT ALL BEAM CORNERS AND INTERSECTIONS, PROVIDE 25 L-SHAPED CORNER BARS WITH 30-INCH LONG LEGS. 2. NOOK ALL TOP BARS AT ENDS. 3. ALL TOP AND BOTTOM BARS SHALL BE CONTINUOUS. WHERE NECESSARY, LAP SPL CE TOP BARS IN MIDDLE THIRD OF SPAN AND LAP SPLICE BOTTOM BARS AT SUPPORTS. LAP PLICE SHALL MINIMUM 36-INCHE5. 4. DROP TB OVER OPENINGS AND ADD 211 BOTTOM. WHEN TB DEPTH EXCEEDS 36" ADD 04 o d/b 1'2 PIGGY BACK TRUSS NOTE FASTEN EACH PIGGY -BACK TRUSS THROUGH SHEATHING TO EACH INTERSECTING PREFABRICATED TRUSS BELOW W/ RTI6 STRAP TIE "USP" (MIAMI-DADE COUNTY PRODUCT APPROVAL No. 0I-0912.05) W/ (6) Ibd NAILS INTO SIDE OF TRUSS 4 (6) Ibd NAILS INTO SIDE OF EACH INTERSECTING TRUSS (MAX. T-O"OC.) PENETRATE SHEATHING ONLY AS REQUIRED FOR INTALLATION OF STRAP. 1 WOOD TRU55E5 4 GIRDERS CONNECTOR5 SCHEDULE CONNECTOR CONNECTOR TYPE ALLOWABLE LOAD VALUES LABEI FASTENERS REh1A UPLIFT LAT. LOAD LAT. LOAD PARALLEL PERPENDICULAR SIZE 4 TO WALL TO WALL QUANTITY O NVSTAI2 1221 L56 1611 LBS 1541 LBS 1- IOd INTO STRAP 6- IOd x 1 1/2,1 INTO SEAT ONVHTAI2 ES 2133 LBS 1611 LBS 1541 LBS 12- IOd INTO STRAP 6- IOd x 1 1/2" INTO SEAT NVHTAI2+ 2133 LBS 1611 L55 1541 LBS 12- IOd INTO STRAP (NVHTAI2) OTAIS 910LBS 215L85 345 6- IOd x 1 1/2" INTO SEAT (NV5TAI2) 9- IOd X 1 12" INiO 7A I L55 TOTAL LOAD VALUES 3103 LBS 1886 LBS 1886 LBS NVHTAI2+ 2133 LBS 1611L155 1541L55 12- IOd INTO STRAP (NVHTAI2) b- IOd x 1 1/2" INTO SEAT (NVHTAI2) D O TA24 1210 LBS 215 L55 345 LBS II- IOd X 112" INTO TA TOTAL LOAD VALUES 3403 LBS 1886 LBS I886 LBS - TYP. 2 BOLTS 5565 LBS - DETAIL "A": USE (2) 5/5" DIA "KWIK" BOLT II" BY "HILTI" GIRDER CONNECTION DETAIL"A"A 850 LBS 630 LBS 1015 LBS INTO WALL HGAMIO BY "USP° 850 LBS IIIO LBS 1015 LBS HGAMIO": USE (4) 3/Ib" DIA "WEDGE -BOLTS" INTO WALL Cr2EEDET " (BOTH GDSIDE, STAGGERED) + AND (4) WS 15 WEDGE SCREWS INTO GIRDER ICE)+NOP2X BY 'USP" TOTAL LOAD VALUES - 1585 LBS 1140 LBS 2150 LBS TYP. 4 BOLTS 11110 LBS - _ GIRDER CONNECTION DETAIL"B" 850 LBS 630 LBS 1015 LBS Q HGAMIO BY 'USP" DETAIL "B": USE (4) 5/8" DIA "KWIK" BOLT II" BY "HILTI" O850 (BOTH GD.SIpE, STAGGERED) + LBS IIIO LBS 1015 LBS INTO WALL F +NOP2X BY "USP" "HGAMIO": USE (4) 3/I6" DIA "WEDGE -BOLTS" TNT - HIS SHEE AND (4) W515 WEDGE SCREWS INTO GI TOTAL LOAD VALU 8 13410 LBS 1140 LBS 2150 LBS NOTE U. NVSTA 12 BY NU-VUE NDA. 00-0321.03 2). NVHT 12 BY NU -WE NDA. 00-0321.03 3). TAB USP N.O.A. 01-0912.05 4). 'KWN BOLT II" BY HILTI N.OA: 01-1001.03 W/ " MIN EMBED IN CONCRETE. 5). PRON 1IDE NOF2X MOISTURE BARRIER PLATE BY USP (ONE PER EA MEt 15ER OF GIRDER) BETWEEN PREFAB. WC). GIRDER AND WALL 6). HGAI 110 BY "USP" NOA 02-1113.05 OOD SCREWS BY "USP"WITH Fyb= 211 000 PSI 4 I/4D M 1 1/2" LONG. i PRE ROOF TRU55E ERIMPOSED LOADS :D . COMPON ADDING M.W.F.R.S. DEAD, 1 OP CHORD OTTOM CHORD IND PRESSURE ozj.e SF. 10 PSF._. DEAD, I LIVE 30 P.5F. 39.1 P.S.F. BASIC TRUSSES GIRDERS 4 TRUSSES V=14OM h- < -a' EXP. "C" I= "a" STRIP = 4'-6" NET WIND UPLIFT NET WIND UPLIFT X2, -312 PSF. -32.8 PSF. 54.45 -85.4 PSF. -58.9 P.SF. OVERH GS ZONE 2 85.9 PSF. 85.9 P.SF. -16.36 P.5.F. OVERH GS ZONE 3 -1515 P.5F. 903 PSF. 1 3/4' 1 3/4" r7XTENDED PLATE 4" X 12". 6 KSV 5/8" DIAM. i RU gNGLE L3 12" X 3 IR" X I/4" W/ X 3 1/2" X 1/4" V BOLT FOR 70KD PLY TRUSS EMENDED LEG ON - 36 KSV (rj - 36 KSD 'WOOD s PREFAB - N _ GIRDER iRU85 "HGAMIO" BY USP - BOND eM. � � - 3/4" DIA. KWIK BOLT II 8" CMU LOAD MIN BY 'HILTI" W/ 4 3/4" MIN. BEARING WALL ' EMBED IN CONC. A -A n TYPICAL 2 f30LT,5 GIRDER CONNECTION DETAIL N.T.S. STEEL PLATE T" X 1/2 (N - 36 KSV ail 1 3/4" 1 .3 ANGLE L3 1/2' X 3 1/2" X 114" W/ EXTENDED LEG (FS = 36 KSV ANGLE L3 IR" X 3 1/2" X 114" UY EMENDED LEG I- 5/6" DIAM. THRU ON _ 36 KSU BOLT FOR 1110 PLY TIWS I; N PREFAB WOOD aA - GIRDER TM68 "HGAMIO" BY USP ti BOND BE " c0 - 3/4" DIA IN1AC BOLT LI BY "HILTP WN / 4 3/4" MI 8" CM LOAD MIN. 4 3/4" EMBED N GROUT FILLED CELL BEARING WALL A -A (TYP. OF 4) �)_l YPICA TS CxIRD�R CONN TION D TAIL N.TS. PROVIDE 24 BAR DIA. MIN. OR TERMINATE ENDS IN STANDARD 90 HOOK OR SEMI- CIRCULAR HOOK G114 LI 1 II 3'-6" MI U EXTEND REINF. REINFORCEMENT TO TOP OF TB(TYP. GONC. TB SEE SCHEDULE SEE PLANA -!I r-- - - I IF F 'I I - 'I � I s I I I U 1 Q N 8 I ADD 2"1 BOTTOM IF h E 48" ADD INSTEAD 2"8 BOTTOM I I I OPENING IN WAIL I I " � n DROP TB OVER OPEN CONCRETE O M REINF. BEARING7'"W WHEN TB DEPTH EXCEEDS 36" ONRY COLUM AT WALL ADD SKIN REINFORCEMENT B S OF OPENING (04 BARS a d/b EA. FALL) TYP. T8 DROP DETAIL AT OPENING GREATER OF 3LIOR1/3L MIN. SCALE 3/411 = I'-O" _"C" BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER BARS SCHEDULED SHALL BE USED. TOP CONT. (CONTINUOUS TOP BARS) LAP IN MIDDLE 1/3 OF SPANS WHERE REQUIRED. "T" TOP GREATER OF BEATER OF BARS 4 1/2 3 LI OR 1/3 L LI OR 1/3 L DII BARS 3'-6" MIN. 361,DIA AP 3'-9," MIN. J U� 11 611 ALL REINF. STEELIN SAME IN. Ii LAYER UNLESS OTHERWISE NOTED. PLACE MAX. OF 2 BARS PER LA ER IN 8" WIDE BEAMS LI ( I I I I I L- -Ij, L "B" BOTTOM CONT. U BARS I BARS /o" I,GM' I I1 STIRRUP SPACING AS SCHEDULED. 2" FIRST STIRRUP SPACED FROM FACE OF SUPPORT. L2 I. 1" INDICATE S THE LARGER OF ADJACENT SPANS. WHERE BOTT M BARS ARE INDICATED AS CONTINUOUS NTH ADJACEENT SPANS, SPLICES, WHERE NEEDED, SHALL � DE IN THE END 1/3 OF SPAN WITH 24 DIA. LAP. 3 "I" E53 ' - , S SCHEDULED SHALL BE PLACED EACH SIDE OF BEAM. SPLICE RS AT SUPPORTS W/ 30 BAR DIAM. LAP SPLICES TYP ICAL 5 REINF. PL /AC INCH DIAGRAM 6TEEL PLATE 4" X I/2" N. T. S."'�, ON - 36 KSU ' TOP ANGLE L3 I/1" X 3 I/2" X I/4" W/ '�:o". IRREINF. EXTENDED LEG (Fy = 36 KSI) TOP OF B.B. N 1- 3/4' DIA KWX BOLT II �[1 BY "HILT? W/ 4 3/4" MfiL EMBED IN CONC. I /2" 11/2" (TYP. OF 2) ti VARIES (BY TRJSS MANUFJ - 3 1/2" 3 1/2" ADD 2 8 5 ' DIAGONAL VARIES UPLIFT CAPACITY = )4 PupI-(212CX2XI33)=5b39 LBS. N.T.S. CONC. COL. STEEL PLATE T X 12" ON . 36 KSV ANGLE L3 1/2" X X 1/4" W/ EXTENDED (Fy = 3 ENDED LEG 6 KSV - FTOP OF BOND BM. 1- 3/4" DIA. KWIK BOLT It BY "HILTI" 1114 3/4" MIN. EMBED N Car - (TYP. OF 4) - DROP TB AT CONNECTION LOCATION OR PROVIDE TC BELOW AS REQUIRED WEDGE ANCHORS TO AT LEAST b' FROM . EDGE - VARIE5(BY USS NUF.) 3 1/2" E =(2120X2X133) ,(31bX2X133)=13,911 LBS. J NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR INFORMATION TYPICAL ARCH DETAIL 12" = 1'-0" PLANS AA,', dtl..L P"OPO ;ED WORK ARE SUlCT TQ C: C01� ,LCT1oFdS REQUIRED BY EELD l � PEaJI OrIS THAT MAY EE NECEOSARY Its ORDER TO COMPLY WITH ALL A PLICASI.E CODES, IGNACIO J. CALVO I STRUCTURAL ENGINEER FLORIDA CERTIFICATE NO. 56755 2333 Brickell AVe. #902 Miami, Floridg 3 129 Ph: (305) 860-9737 Fax:(305) 860-3659 Bp: (305) 701-B009 E-MAIL: icalvoCatt.net STIRRUPS AS SCHEDULED BOTT. REINF. *4 2005 P.E. N°-5"6755 REVISIONS BY 0 OI/13/05. B.D.c °D a a 0z 0 W a Ld Ld 00 W � � N 0) (D r 3 F r� to 0) O OI 0 O a r N Ln I M7 o OLn 0 o 0 Ln W W Elf 7 `� ^ z m _ O _j O O W Z _J W O z - O QT X, Q - O d LdW 0_ O r� W O " O z o 0 0 N S13311H3clvN 0W /A SJ i U Z o a 0 0 a � O z s 0 1r 0 0 3 L I w W zz a C� a Q o f w i-i L 0 U -A 0 U -F U O V 0 RA o w 1� m Lu o z �o ,y W Q z l o (1 L IL a i -IF- U 5 W w vi vi 5 w w SCALE 1/4°=1'-0ili CHECKED BY RAWN BY IO4 DATE OS/Oro/ JOB 031(0 SHEET OF SHEETS 1/14/05 RAUL R SOTOLONGO REGIST. No AR-7 7 1 2 STD. HOOK EL. SEE PLAN ROOF LEVEL III I. U 1� STD. NOOK EL. SEE PLAN CONC. BEAM OR SLAB ROOF LEVEL ROOF OR 2ND FLOOR TIE BEAM DOUBLE TIES CLOSED TIES 7;11 VERT. REINF. VERT. REINF. CONC. BEAM OR SLAB CONC. TIE COLUMN DOUBLE TIES I'- HORIZONTAL JOINT, CLOSED TIE�7 REINF. EVERY OTHER VERT. REINF. COURSE, SEE GEN. NOTES m 8" GMU WALL EL. SEE PLAN VERT. REINS (ABOVE GRADE) SECOND FL. LEVEL ' DOWELS SAME SIZ ONC. BEAM OR SLAB d NO. AS VERT. BA WELDED WIRE FABRIC DOUBLE TIES EL. SEE PLAN - x—x-x x—x x—x—x—x—x GROUND FLOOR CLOSED TIE] !d IlliiII�IIIIIIIiI Q IIIfTilllull�IliII�III I�IIiN-1 o� (K III COMPACTED � ll EL. O -O _ QILL I I/2" MIL FV � 6 5QUEEN - GONG SLAB ON LOU GRADE DOWELS SAME SIZE N 4 a NO. AS VERT. BAR wW z .. o HORIZ. JOINT REINF. WELDED WIRE FABRIC Y u FOOTING a EVERY COURSE, ^ f 1 (SEE SCHEDULE) o SEE GEN. NOTES EL. SEE PLAN III_ - n ALL _ x—X—x— x x—x xx—x—x� x ROOF LEVEL _ (BELOW GRADE) aQ 3„ CL. �� EL. SEE PLA DOWELS SAME ST RE O I III Gi -111 III=III III III I I �I I DO. R. INF. - III—III=1.1—III—I COMPACTED STD. H ISTURBEURAL SOIL p. HOOK 1 1/2" FILL P D FILL = (p b MIL VISQUEEN (SEE STATEMENT) N TYPICAL O!_UMN-FOOTING D IL =IiI_III=Ti ITT=ii to N.T.S. =III III —III —III WALL FOOTING U LIMERORBED Y U FOOTING ^ Oil (SEE -(SEE SCHEDULE). CONC. TIE COL.- LUALL FOOTING DETAIL =tui� SCALE 3/4" . I'-O" STD. HOOK DISTURBED NATURAL SOIL OR COMPACTED FILL (SEE SOIL STATEMENT) TYPICAL COLUMN-t-OOTING DETAIL 4 03 Ow12" CLOSED TIES 2'-6" LEG, TYP. TOP d BOTTOM T B 2 1�� MIN. P B 2 "5 TO OTTOM CONT. TOP OF B. BM. EL. =SEE PLAN FOR VERT. REINF. SPACING —10 „ HOOKS TOP AND BOTTOM AND SIZE SEE PLAN AND SCHEDULE 2 "5 STD. HOOK S LOAD BEARING CONTINUOUS WALL 4 03 61211 CMU WALL CLOSED TIES LADDER TYPE NO 9 GA.REINF. /2 JOINT, Wit EALANT 12" 12" M JOINT REINF. EVERY SECOND STOP OF B. BM. COURSE IO.C.) EXTEND 4" INTO TIE COLUMNS CON SLA STEEL COL. (SEE SCHEDULE) EL. =SEE PLAN I/2" JOINT (REINF NOT . OWN) FILLED SOLID W/ CONC. c 10" HOOKS 70 W/SEALANT TOP OF FIN. FLOOR 3/16 EL. SEE PLAN AND BOTTOM ' 75 c r -�-- 4" CONC. SLAB ON WELL PACTED FILL - I v rL W/ 6 x 6 - W1.4 x W1.4 W . (TYP. U. O. N. _ - _ = - - all CMU 1 1 I }' WALL c 0 VAPOR BARRI 32� I 1 31/Z, WEEP HOLES _ EL E PLAN BASE PLATE (SEE SCHEDULE) IK ENCASE OL.IN Q GRADE' —x x—x—x—x—x— o GONC. B LOW NON -SHRINK GROUT AS REQ'D 2 5 a BOTTOM CONT. _ IO v I SLA 4- 3/4'1 ANCH. BOLTS v PROVIDE CLEANOUT III— L 1- X 1'-4" LONG v OPENING 70 INSPECT I I VAPOR; ARRIER - III COMPACTED FILL � T��. T - }� E3E: Al I E: L•E: VAT t lO I 1"tANGE Of REINF. d GROUT FILL, AT FIRST SEE SOIL STATEMENT E SCNEDULp FOR TOP BARS 3/4" - 1'-O" 4 TYP. COURS v IZE AND SPACING IF APPLICABLE AT EVERY LEVE TOP REINF. SEE PL IF APPLICABLE FTG., SEE SCHEDULE FOOTIN (SEE PLAN AND SCHED) i ( I I I=1111- 3 O (O 3 " EMBED FTGS- 6 c 3„ GL CL. COL d FTG. INTO LIMEROCK Nit S7D.H 31.CL I I STEEL C;0L•U IN TO � -� S SOIL STATEMENT F OT iNG D Ee TA IL BOTT. REINF. SE CHEDULE o THESE PUNS AN O ALL PROPOSED WORK ` Z ARE SUBJECT TO AMY C RRECTIONS TYPICAL WALL � OTING DETAIL N. T. S. RiQUIRED BY F&MLID INSP CTORS THAT e MAY BE NECESSARY IN 3RDER TO c COMPLY WITH ALL APPLIC SLE CODES. q.. LV} Z. CIO u iY I0 Icy 4 IGNACIO J. CALVO STRUCTURAL ENGINEER FLORIDA CERTIFICATE NO, 56755 2333 Brickell AV@, ##902 Miami, Floridq 33129 Phi (305) 860-9737 Fax: (305) 860-3659 Bp: (305) 701-5009 E-MAIL: icalvo0att.net E 7004 P. E. N° 56755 S10111H3Nd;; 0W z /A U V o Z z 00 0w a t- 03 N z 0 w 3 w - W VJ o Q _j = w Lu O U � W u _ 111 x Jlb U V (� �3 a 11 Z w W m o a U o = O0 O w z 4 z U a LA W w E 5 a W W SCALE 1/4"=V-0"' CHECKED BY DRAWN' BY DATE JOB 0316 SHEET ® I OF SHEETS 8/19/04 RAUL R. SOTOLONGO REGIST. No AR-7 7 1 2 FOR VERT. REINF. SPACING AND SIZE SEE PLAN AND SCHEDULE 8" LOAD BEARING CMU WALL CONIC. COL BEYOND MASONRY OR CONCRETE COLUMN BEYOND (SEE STR PLANS AND SCHEDULE rtIhEL. COORD. W/ FOR REINF.) I_ II OA BEARING 8 L ARCH. DWrsS. m 0 LL 5 0 3 a a a 0 0 W U N a W m 0 W W K W F U a 0 c� 0 -III_ SEE SOIL STATEMENT SEE 5 IL STATEMENT BOTT. REINF. SEE SCHEDULE - EE SOIL STATEMENT "' WIDTH — SEE SOIL STATEMENT S 1 3 11 H 0 d V :: SEC " 5GTI AL` EXT. DOOR o SECTION 3 SPREAD FTC. DETAIL. c� 2 II. _ I I Q OSCALE SCALE 3/4" II_OII SCALE _ 1'-0.1 3/4 - I,G' Z n770 3/411 II_OII 0 ® a 2 "5 CONT. FOR SLAB REINF.' ~ k SEE PLAN E 0..0.. - LI. I 8 LOAD N v A L DBEARING 4 CONC.SL B w z SEE TYP. NOTE PROVIDE CLEANOU7 = GMU WALL EL. SEE PLAN w Q ®FOUND. PLAN OPENING TO INSPECT FOR VERT. REINF. SPACING cp REINF. d GROUT FILL, I - AND SIZE SEE PLAN 0 _ 1 + I TYP. AT FIRST COURSE 1 - _I I X ■-■-■-. ■ AND SCHEDULE ^ AT EVERY LEVE I _ 1 I/2" JOINT 3X6 P.T WOOD BUCK s GONG. BM. n U = I -III III W/ iz" 4,KWIK BOLT II SEE PLAN INT I W/SEALANT TOP OF FIN.PLO R BY HILTI, W/'Piz" ; g " WASH 24 O.G W/ W/S k 7 ER E a SCHEDULE I 4" GONG. SLAB 3 MIN. EMBED IN 0 GOMPACTE FILL EL. SEE PLA I WELL COMPACTE FILL CONCRETE (3) 5/8" DIA. X 5" WELDED NELSON STUDS I �c-x x x 5 II - GARAGE O.N. DOOR SEELLI TOP PLATE I EL SEE PLAN ' PRODUCT APPROVAL FO 1 I SEE PLAN FOOTING XPLA A� ACHOR TRAN K 70 BUCK o a SCHEDULE I AND FOOTING SCHII x- x-x-�-X- v ) 3/I6" STEEL COL. L - - Q a SCHEDULE • • �' • SEE PLAN I VAPOR BARRIER 0., I COMPACTED FILL SECTION m 11 DOOR C +-+ O 5 `-SEE SOIL STAT 7 `� I STOP p SCALE 3/4" I -O" m I v - \ U- FOOTING (SEE PLAFI" GHED) REFER TO STRUGT > LI SECTION 1 FOR REINFORCING u a ` U SCALE 3/4" = 1'-0" �--r -� � w 6 --- - $ GAR,42E JAMB N.T.S. MASONRY OR MASONRY OR CONCRETE p CONCRETE COLUMN COLUMN BEYOND (SEE STIR SEE SOIL STATEMENT Lu BEYOND (SEE STIR PLANS AND SCHEDULE PLANS AND FOR REINF.) r SCHEDULE FOR RE MR E CT ION `�- z - I II ' SCALE 3/4 . 1 -O 0 +�-+ zi 1nV/ 3 a m 00 U fy N ®®� 1 " 4 CONT. TI /OUTOPENING (3) 5/8 DIA. X 5" WELDE STEEL TUB L PLANS) - WEEP HOLES NELSON STUDS FILLED SOLID W/GUI DOUR E WIUP LLE s �� SECONDARY POUR PROVIDE (SEE F OOR CLEAN ' CONT. 3/I6 U 4I 5CO - T v CLEAN OUTOBOTTOM PLA ELE T )PLAN O E E PLAN OPENING T DOUBLE WWF ISEE 3/I6" I I a SC EDUCE BASE E ON MIN. I'',GROUT BED. FILL W/ NON SHRINK WELDS WIRE x INSPECT FLOOR PLAN NOTE) FOR SLAB REIN . (SEE COL. 5CHEDULE) GROUT AS REQUIRED Z FABRIC- (SEE SEE PLAN I I Q 1 s REINF. Z FLOD P N NOTE) 4 WELDED WIRE FABRIC. v P -1 FINISH FLOG I I SEE PLAN w �-- Q w (SEE FLOOR PLAN NOTE) m z ik E SEE PLAN EL. SEE PLAN w w E r SEE PLANS (L �• •- -•-"-' FINISH FL OR W SLOPE DN. Tj =_ .-:-■--.-.-x� w 0- w '-'--'-'-'_ w 0. 3 s; ECE55 _ w - I 1-III I I-1 11-I I I I 1=1 I -��" I'llW z I M rf _ _ SEE PLAN _ =I ISN G x X - - _ - - _ - _ - I---,I--,.� � -x- a N RA -I I — I 1L� VI5QU EN (SEE PLAN) I =1 - = 1 1 II I' II I II III'- - _ _ COMPACTED FILL £ - VI5QUEEN (SEE PLAN) CONIC. BM. U VISQUEEN c� E SEE PLAN TOP OF o r - COMPACTED FILL. w COMPACTS ILL 3 _ - STD. HOOK - a SCHEDULE FOOTING N MONOLITHIC C � LN 11I -II - III _� �? a s 1 FoonNG Y TOP OF FOOT NG = = TOP OFF TING = - /Q � Q{�y T D.) : STD. HOOK "a CONT. CONCRETE NT. CONCRETE FOOTING SEE (3) 5/8" DIA. X 5" WELDED . n -- f I - l (SEE PLAN a SGHE 3" CL NELSON STUDS laDGTS x !- 4 FOOTING SEE FLOOR 3" CLR III SEE PLAN - - - LOOP PLAN AND SGNEDULE° TOP PLATE GONG FIG. M L PLAN AND CHEDULE L I I d SCHEDULE (SEE PLAN d SCHED.) = a r STEEL COL. It FTG. d COL 3/I6" SEE PLAN o -=1-1 a SCHEDULE WF-24 z - Q SEE SOIL STAT ENT n SEE SOIL STATEMENT M WIDTH WIDTH OF BEAM ,STEEL COLUMNS TYP ICAL GMU L L - C-t AiZAC DOOR SECTION 9 SPFEAD FTC. ETAIL. Io j}�� f(��} 1 SECTION (DSCAL�M"'=SETON CJ I �E!-\ Fle. DETAIL. 1SCALE 3/4" = p_OII3/4" 1-OSCALE 3/4 1 -0 I -O FILE C a THESE PLANS AND All PROPOSED WORK a o GMU MA L 9 GA. LADDER TYPE HO I I FOR T. REINF. SPACING 8" X 8" CONIC. WINDOW JOINT REINF. EVERY SECOND 1 PRO IDE CLEANOUi I ANDS E SEE PLAN SILL W/ 2 05 CONT. COURSE Oro" O.G.) EXTEND OPENING TO INSPECT AND 5 REDUCE 4" INTO TIE COLUMNS REINF. a GROUT FILL, 1/2" JOINT TYP. AT FIRST COURSE I/2" J INT CONE. SLAB W/SEALANT TOP OF FIN. FLOOR AT E RY LEVE I WISE LANT TOP OF FIN. FLOOR (SEE PLANS) 1 •4 CONT. PRovipE CLEAN J I 4" CONC. SLAB ON WELL COMPACTED FILL II 4 _OCOMPAB EON D FILL INS OUT OPENING . DOUBLE W L (SEE P W/ 6 x b - WL4 x WL4 W.W.F. (TYP. U. O. N.) I „C. JOINT I/2" JOINT 4" GONG. SLAB ON INSPECT REINR TYPICAL SLAB NOTE) -I z W/SEALANT WELL COMPACTED FILL !)SEE ED WIRE SLABNOTE)4 II C Q W/SEALANT II _ - W EL. SEE PLAN I EL. SEE PLAN - FINISH FLOOR mi- 1L GRADE Q I -x x. x-N -x- 1 x-x x x x- I -x-x X X-x X SEE PLANS F - -_ - co v ? 11 _- II - - - -x-x X-x-x-x- pW'sS E ARC PROVIDE CLEANOUT I I. I -III Q - - VAPOR BARRIER- - III 1= VAPOR BARRIER Q I -III vISQUEEN (SEE PLAN) OPENING TO INSPE III I II OMPACTED FILL REINF. a GROUT FILL, I COMPACTED FILL „ _ -1 III —1 VAPOR BARRIER _ III -I I I- I H = COMPACTED FILL. TYP. AT FIRST COUPS Ual I COMPACTED FILL AT EVERY LEVE I - - - STD. HOOK II TOP REINF EE PLAN d �APPLICABLE, TYP. U.ON. Il o� -� _ TOP OF FOOTING —_ TING SEE OIL `� Ic FOOTING (SEE PLAN AND e L - - - FOOTING (SEE PLAN AND SCNED) STD. HO>(SEE 3 CLR I - - FOUNDA�IONPLANTE �D SCHEDULE L STD. N - _ FOOND 5GHEDJIr w 0 a W 0 0 a g 6 O U z w w J N W w m tt ARE SUIECT TO CORRECTIONS W REQUIRED MY VV "" IN DECTOEnS THAT MAY EE NECESSARY IN ORDER TO COMPLY W17 H ALL A PPLICADLE CODES. 41 je . , 'j� ,, , e s IGNACIO J. CALVO STRUCTURAL ENGINEER FLORIDA CERTIFICATE NO. 56755 2333 Brickell Ave. ##902 Miami, Florida 33129 Ph: (305) 860-9737 Fax: (305) 860-3659 Bp: (305) 701-5009 E-MAIL: icalvo@att.net SCALE 1/411=1'-O" CHECKED BY DRAWN BY i DATE 00106/04 JOB 031(0 SHEET S s V OF SHEETS 8" CMU LOAD BEARING WALL SEE PLAN t SCHEDULE FOR REINF. Q Q m v 15 CONT. w Q EL. SEE PLAN vr LAN EINF. AN SECTION i SCALE 3/4" = I'-O" Q 0 8" LOAD BEARING Q WALL REINF. SEE PLAN m a SCHEDULE v - m I I ci U N � A _u Lj VCONIC. EsM. SEE PLAN AND SCHEDULE STD. HOOK SECTION 5 SGALE 3/4" = 1'-0" 19/32" "CDX" PLYWOOD SHEATHING (REFER TO NAILING SCHEDULE)—\ WALL REINF. EXTENDED TO TOP OF CONG. BEAT (SEE PLAN) 3/4" Is I'-O" —8" CMU LOAD BEARING WALL SEE PLAN t SCHEDULE FOR RE INF. 5TP. IOd NAILS ® 4" WALL REINF. SEE PLAN 2X6 P.T. WD. LEDGER W/ a SCHEDULE 1/4" DIAM. TAPCON SCREWS 9 9" W/ —2 5 CONT. Q 1 3/4" MIN. EMBEDM. IN CONC. U 0 HURRICANE CLIPS e EL. SE PLAN BOTH 5IDE 19/32" "CDX" PLYWOOD SHEATHING SEE PLAN FOR ADDITIONAL (4) 5/8" DIA x 5" LONG W/ 8d NAILS a b" O.G. STRIP REINF. OVER COLUMN 1 _2 HEADED STUDS INTERMEDIATE POINTS d 12 0 5 Z 4" O.C. e EDGES TYPICAL 4.5� wQ m U SEE PLAN 0_ J 2"xb" TdG SOFFIT FOR REINF. LINING FIXED TO 3"xS" RAFTERS „ w roi WALL RE INK SEE PLAN I I uu t SCHEDULE 3/I6"... 5EE PLAN FOR REINS STEEL GOLU FILLED SOLID W/ GONG TE TOP PLATE l SEE SCHEDULE) 3/8" DIA. L (SEE PLAN t SGHEDUL) OF COLUMN, PLATE SCREWS 4" MIN. EMBED IN WOOD MEMBER BELOW 3"x8" RAFTE t SECTION �� S CT®N 4"x8" P.T BEAM FIXED T 4� —{�2 3 BRACKET SCALE 3/4" I'-O' J) S ALE 3/4" 1'-O" 5/8" DIA. T BOLT PLAN FOR REINF. _u n EL. SEE PLAN ONE LAYER 5/all DRYWA DIRECTLY TO PREFAB. PREFAB WOOD TRUSSES 9 24" GALV. SEAT t STRAP (SEE PLAN t SCHED.) CONC TIE BEAM (SEE PLAN a SCHED.) FENED S I• 8 NC. CAP R�4FTER W/ , .T. 1 RNEC BAR, 2'-b" X 2'-b" SCALE 3/4"=1'-O" SEE PLAN t SCHEDULE I WALL REINF. SEE PL FOR REINF. D. HO 2 5 CONT. w z^"ry U1 J 8" CONC. MASONRY WALL U (L W/ 05 0 48" MAX. O.C. IN EL. SEE PLAN i GROUT FILLED CELLS 1 C V SLOPE ON. v v -A SEE PLAN EL. SEE PLAN m U FOR STEEL REINF w z Q SLOPE SEE PLAN v CONC. MASONRY/ CONC. COL. BEYOND SXS CONIC. CAP W/ 2"'5 CONT. EL. SEE SCHEDULE • I • Ul w� mU Q o , EL. SEE PLAN a CONC. BEAM SEE PLAN AND SCHED L (4) Ibd NAILS e EA. END LEDGER (SEE PLAN a SCHED.) INTO WOOD OUTLOOKER TROUGH TRUSS PREFAB WOOD TRU55ES GALV. SEAT t STRAP (BEE PLAN t 5CHED.) T.B. SEE PLANS AND BEAM SCHEDULE 5/8" DIA. KWIK BOLT II By 'HILTI" W/ 4" MIN. EMBED IN CONCRETE. Win `°t EL. SEE PLAN LL REINR SEE PLAN I "� u SEE PLAN t SCHEDULE SEE PLAN L FOR REINF. GONG. BM. SEE PLAN CONC. OR MASC qRY COL.—, AND SCHEDULE m BEYOND CONG. SEE PLAN STD. HOOK AND 6CHE SECTION 6 SECTION SECTION SCALE 3/4" 1'- SCALE 3/4" 1'-0" SCALE 3/4" P-O" $ REFER 12 19/32" "CDX PLYWOOD 5H ING TO PLAN 1 W/ Sd NAILS b" O,C. 1) INTERMEDIATE POINTS 4" O.C. a EDGES TYP II T.O. GONG T ELEV. = S PLA PREFAB. WOOD Q TRUSSES o 24" OG -1 II 19/32" "CDX" " PLWO. SHEATHING SEE PLAN (REFER TO NAILING SCHEDULE) J ELEV SEE PLAN ONE LAYER 1/2" DRYWALL FASTENED 0 16" O.C. METAL FURRINGS ATTACHED TO PREFAB TRUSSES PREFAB WOOD TRUSSES 9 7d" nr. GALV. SEAT t STRAP ISEE SCHED.t PLAN) • CONC. BEAM j�BOTTOM OF LINTEL a (SEE 5CHEDA PLAN) EL. SEA E BUILDING ELEVATIONS ARIE CONCRETE LINTEL COLUMN OR WALL BEYOND SECTION 9 SCALE 3/4" = 1'-0" Q 0- STEEL COL ABOVE SEE PLAN I - w ELEV. PLAN METAL LATH ATTACHED MIN. STUCCO ON 3/I6" t SCHEDULE w SLOP ON. t SCHED. METi N TO TW55 BOTTOM CHORD II I BOTTOM PLATE TOP OF ARCH ry¢'I SEE SCHEDULE 4 ELEV. = S GALV. SEAT AND STRAP - 4-5/8' X 5 WELDED SEE PLAN 3/16" (SEE PLAN AND SCHED.) 2 HEADED ANCHORS 0. 5EE PLAN !SCHEDULE CONCRETE ARCHED BM. m 0 I I EL SEE PLANLu FOR REINF. (SEE PLAN AND SCHED.) w NQ I. • If CONC. BEAM (SEE PLAN t SCHED.) 1 TOP PLATE, BOTTOM OF ARCH I I SEE SCHEDULE ELEV. SEE PLAN CONCRETE COLUMN OR 3/16" CONC. MASONRY COLUMN II I F LLED CELL BEYOND i STEEL COL BELOW SEE PLAN I SEE SCHEDULE SECTION OF TARIES BJECTTO NPCORREc®oNSK " - ' 12 REQUIRED BY G''IZ1,D INSPECTORS THAT SECTION 13 II 3/4 - I-O SCALE 3/4" = I'-O" �s SCALE 3/4"=1'-O" MAY BE NECESSARY IN ORDER TO COMPLY W17 H ALL APPLICABLE CODES. i IGNACIO J. CALVO STRUCTURAL ENGINEER FLORIDA CERTIFICATE NO. 56755 2333 Brickell Ave. #902 Miami, Florida 33129 Ph: (305) 860=9737 Fax: (305) 860=3659 Bp: (305) 701=5009 E—MAIL: icalv09dtt.net Is REVISIONS BY N 0 U 2 Q z 0 N z W a K 3. 3 O N z s I W � v W 0) N 0) Cfl 0) 3 r I 0' 4 N LO I 0 0 0 0 V) Q o 0 rn w z W z m = O 1 LL 0 W W S O Z — O `! —I w Z Q Xd z 0 �, W IL O w CO J LLJ U 0 0 J O O 0 91�111H0dV 4 NEON � AMMM] Oz 0 /A V U 0 Z < O2 z 0 J � OW a O 3 U) z z m 0 N s 3 W a J-L-1 w z z ' o Q o ® z ly z w i—+ Lu ® o U 0 g U-. 1 a;eTe uj a U <1 U U 0 n � W m o Lu o W K 0 I N M z laJ W � F 5 Ir NW N W F w N i P.E. N"56755 LL U SCALE CHECKEDIBY DRAWN BY i DATE 08106104 JOB 031 ro SHEET S-9 SHEETS 8/19/04 RAUL R SOTOLONGO REGIST. No AR-7 7 1 2 TRUSS MANUF. TO PROVIDE VERT. MEMBER AT THIS LOCATION 19/32" "CDX' PLYWOOD GALV. SEAT a STRAP SHEATHING (REFER TO 3X6 P.T WOOD LEDGER 19/32 CDX' PLYWOOD NAILING SCHEDULE) (SEE PLAN a SCHED.) (b) Ibd NAILS INTO WOOD W/ 5/8' DIA. KWIK BOLT = SHEATHING (REFER TO 12 OUTLOOKER TROUGH WOOD TRUSS PREFAB. WOOD BY HILTI W/ 5, MIN. EMBED CONCRETE OR NAILING SCHEDULE) 12 GALV. SEAT a STRAP SEE PLAN TRUSSES O.11 H MASONRY COL. (SEE PLAN a SCHED.) GALE: SEAT a STRAP SEE PLAN TOP CHORD LOAD EL. SEE PLAN (SEE PLAN a SCHED.) BEARING TRUSS 13/32" 'CDX" PLYWOOD SHEATHING TOP CHORD LOAD W/ Sd AILS a 6" O.C. ® BEARING TRUSS T.O. TIE. BM. NTER1EDIATE POINTS a EL. SEE PLAN 4" O.0 o EDGES TYPICAL A#LT.O. TIE. BM. f 0 5 0 3 a d < 0 W m 0 x W a z G U a 0 II } I W/ (10) IDd NAILS INTO STUD SCALE 3/4"=1'-0" 1 ch Z TOP a BOTT. TYP. S 1 3 3 1 1 H O d V :: II Q I Q PREFAB. WOOD TRUSSES 0 a I a ENTR�r BRACKET DTL. /A 0 ELEV. SEE PLAN - I•. w ELEV. SEE PLAN RIO SCALE 3!4"=I'-O" z < a SCHED. _ li �.. d SCHED. ELEVATIONS o ELEV. SEE PLAN 0 N a SCHED. 4 SCHEDULES • 1 • — GONG. BEAM B7 USP NOA 01.0912.05 Z (SE PLAN a SCHED.) 1 SEE PLAN a Sc r' l (6) Ibd INTO EA MEMBER 70 ® F Q I FOR REINF. PREFAB. WOOD GIRDER TRUSSES CONNECT 5/8" CDX PLYWOOD NAILED 0 3 10d NAILS 9 4" (2) 2X6 TOP PLATES aA a I w ELEv. 5EE PLAN PREFAB. WOOD P� YBACK TO EVERY SUPPORT W/ 8d NAILS _ a SCHED. I TIE BEAM (TB -I) ?BUSSES ! o b" COVERED W/ LATH AND PLASTER 2X6 WOOD STUDS a 16" O.C, < • 8" LOAD BEARING WALL r W/ (3) Ibd TOE NAILS INTO TOP a o FOR ADREIB (SEE PLAN a SCHED.) E RAL STRUCTURAL NOTE IOd NAILS o 4" O.G BOTTOM PLATE " 1 SE • SEE LAN a SCHEDULE LEDGER (SEE PLAN I I6d NAILS INTO EVERY SUPPORT FOR REINF. 30 LBS FELT PAPE 2X WOOD NAILER NAILED W t STD. HOOK TO EVERY POINT OF SUPPORT o SECTION FELT PAPER PROVIDE 30 LB5 W/ (2) Ibd NAILS FOR SHEATHING (SEE GENERAL 5TR NOTE) 3 ®R16 CT ON SE RI1 SCALE 3/4 I -O BY TRUSS MANUF. 2X6 WOOD BLOCKING W/ (3) SCALE 3/ "=I'-O" RTI6 BY USP NOA 01.0912.05 WOOD MEMBER fr ADJACENT NAILSIrod TOE TO WOOD EMBERS 2- 3/4" DIA THRU BOLTS FOR NUMBER OF PLY COORD. W/ TRUSS SHOP DUX-6 PREFAB. WOOD TRUSSES o TOP OF SEAM 4 (SEE PLANS PrAA2)o�AQ„S�.`W %�y�ioNQ. ELEVATIONS a SCHEDULE) I Tr7/°/ g" ISEE PLANS 1 a SCHEDULE) � t w RT14 BY USP (M.O.C.P.A No. 01-0912- R19 SECTION i--F 0 TIE BEAM W/ (5) Ibd NAILS INTO SIDE INTO OF PI j` j` —BACK AND (5) Ibd NAILS MTO SIDE OF EA SCALE /4"=I'-O" 2"X6" WOOD BLOCKING W/ I6d TOE NAILS I/4" STEEL BACK PLATE /4" "U" HANGER2- 3/4" DIA THRU BOLTS (SEE PLANS INTERSECTING TRUSS BOTH ENDS `_ /4" Ur HANGER a SCHEDULE) "B TTERFLY HANGER GLPBF BY USP" PREFAB. WOOD PIGGY BACK TRUSSES � `_ 5 e 32" W/ STD. HOOK OA OI-1015.02 W/ ll2) 6d NAIL INTO (SEE TYPICAL NOTE) w IN THE END 1 EADER AND (6) bd NAILS INTO JOISTS �a" CDX PLYWOOD NAILED TO EVERY SUPPORT W/ ISd NAILS 9 6" COVERED W/ LATH AND PLASTER o o i/4" TRUSS MANUF, TO PROVIDE 2"Xb" WOOD BLOCKING W/ I6d TOE NAILS (41J(-,� 0 8" C11.0 WALL VERTICAL MEMBER IN TRUSS BOTH ENDS IOd NA I S 4 O.0 AT THIS LOCATION L o :. i� �— TOP OF B THESE Pile AND Qci % � ' .. m 2 1/2 2 1 t(SEE F `ULE) A ESMICTTO roll SE WORK 1 1 /2" 1 1 f 2" 1 PREFAB, WOOD TRUSS 4� � FIELD r �� I�� FOR SHEATHING (SEE GENERAL 5TR NOTE) 4 TI6 7 US A 01.09 III R B P 2.05) z � � d S 24 �� PREFAB. T S5 NI PRE B D RU E 2- 3/4' DIA "KWIK BOLT II BY HILTI 1 1/2' COORID. W/ ONCRETE BEAM LEDGER MAY BE NECESSARY IN ORDE p® To(G) 1(od I i EA. MEMBER o W/ 4" MIN EMBED IN GONG. OR GROUT TRUSS. MANU . v WOOD MEMBER Y HILTI (SEE PLANS SEE NOTE IN 5-5 PILLED CELLS ®EA. SIDE OF WOOD MEMBER 0OWLY W'tl ALL A�^1����E C ®ES'. O O 2- 3/4 DIA "KWIK BOLT II" FOR NUMBER OF PL a SCHEDULE) N COORD. W/ TRUSS S OP DWGS W/ 4 MIN EMBED IN GONG. OR GROUT �ELEV.(SEE PLAN a SCHED.) FILLED CELLS o EA. SIDE OF WOOD ME R 2"X6" WOOD BLOCKING W/ (3) I6d GONG. OR GROUT FILLED CELLS I/4" STEEL BACK PLATE SECT ION TOE NAILS a EA END INTO ADJACENT WOOD \ a RIS WOOD MEMBER BERS (BOTH SIDES OF WOOD MEMBER) J (REINF. AND OTHER STRUCTURAL) SCALE 3/4"=1'-0" FOR NUMBER OF PLY ELEMENTS NOT SHOWN) COORD. W/ TRUSS SHOP DWGS SECTION rW �/ { �/ p ,�{{ 6- 3/4" DIA THRU BOLTS (3) I ILS BOTH �I SECTION N 3 STEEL BUCKET R4.2" STEEL SUCKET "R4.2'' 3/8" STEEL BACK PLATE SIDE DMEMBER SGALE3/4"=1'-O" w t y� t /4" "U" HANGER b- 3/4" DIA THRU BOLTS SIDE ELEVATION FRONT E VAT IO FOR SHEA (SEE GENERAL STR NOTE) z 2X6 WOOD /4" "U" HANGER " RT24 BY USP EL. SEE PLAN I - 12 0 0 15EE ELEV. CONC BEA Ll EE PLA u o (SEE PLAN a SCHED.) 0 2"x " TaG SOFFIT ADDITIONAL BOTTOM EE PLA 1 CHORD LINING FIXED TO 0 3" 8" RAFTERS n 0 0 j UJ b� WALL REINF. EXTENDED 1 TOP OF BEAM roTO (SEE PL 4"x8" P.T BE M FIXED T (SEE TOP TIE BEAM ELEV. GOORD. W/ 1 ELEV. SEE PLAN a ELEVAT BRACKET 1 PREFAB WOOD TRUSSES 0 24' O.0 SLL,F`�!CALE C tO*IARCHPEEP I W/ DROPPED BOTTOM CHORD 1 l �t MiN. EMBED IN OD MEMBER IARCHED BEAM /4 (SEE PLAN a SCHED.) I/2 PIA LAG SCREWS W/ 4" "-1'-O" BELOW COUNTE SUNK W/ 1 1/2 DIA 1 PREFAB UJOOD T SSES o 24" O.0 ELEV. TOP OF ARCH STEEL WASHER W/ DROPPED BO TOM CHORD GONG. BEAM (SEE PLAN a SCHED.) 2X8 STRUCTURAL STD. GRADE FASCIA \ 3X8 RAFTER Fp8!--AtLET31/4" SECTION , ELEV. BOTTOM OF ARCH 5/8" DIA KWIK LT II BY 01'-O" RASTER DETAIL N WASHER "� �- �� GONG. COL. SCALE 3/4"01'-O" � GON g 9" I CONCRETE E STEEL FOR SHEATHING �.. (SEE PLAN a SGNED.) TAP 1 IOd NAILS ® 4" SEE GENERAL STRUCTURAL NOTES PIGGY BAGK FR'UfSES� II t 6X6 P.T SECT ION TP6X BY USP NOA.00.1221.01 RI5 SCALE 3/4" • 1'-0" SCALE 3/4" • 1'-0" fie" CDX PLYWOOD N D 70 EVERY SUPPORT W/ 8d NAYS n. WOOD MEM PREFAB. WOOD a 6' COVERED W/ LATH AND 3 FOR NUM OF PLY TRUES PLASTER o 1/4" STEEL BACK PLATE 3- 3/4" DIA THRU BOLTS GOO /TRUSS SHOP DWGS -Do o0 RTI6 Br USP , 3 ao TYP. (NOA OI. 12.05) N W/ (6) Ib MEMBER INTO EA1/4" TO CONNECT ti o /4" "U" HANGER 3/4" DIA THRU BOLTS a _ 00 2"Xb" WOOD PREFAB. WOOD STUDDED TRUSS. TRUSS MANUF. m N N 5LOCK11% 9 24" O.0 TO DESIGN TRUSS TAKING INTO ACCOUNT o EXTERIOR WIND PRESSURE AS SHOWN IN � 3 X6 W/ (6) ROOF PLAN z 00 \ TYR 2 1/2" 2 1 2 Ibd NAILS a 1/4" 2 1/2" 1 1/2' 1 2" ' cr �, _ /4 "U" HANGER 5- /4" PIA "KWIK BOLT II" BY HILTI 1 1/2" FOR 5HEATHI (S E GENERAL STR NOTE) W/ 4' MIN EMBED IN GONG. OR GROUT COORD. U)/ (5) I6d NAILS aw FILLED G LLS a EA. SIDE OF WOOD MEMBER UIOOD MEMBER TRUSS. MANUF. 5- 3/4" DIA "KWIK BOLT II" BY HILTI PREFAB. WOOD a FOR NUMBER OF PLY W/ 4" MIN EMBED IN GONG. OR GROUT VTUH-26 GIRDER TRUSS a 2 1/2" 2 1/2 COORD. W/ TRUSS SHOP DUGS FILLED CELLS 9 EA. SIDE OF WOOD MEMBER a ' 2 CONIC. OR GROUT FILLED GELL 3/8" STEEL BACK PLATE (NOA LL 3- 3/4" DIA "KWIK BOLT II" BY HILTI 1 1/2" / COORD?^W (RE1NF. AND OTHER STRUCTURAL) NAILS INTO W W/ (8) Ibd NAILS INTO U100D MEMBERS AND (I6) I6d INTO W/ 4" MIN EMBED IN GONG. OR GROUT TRUSS. MA UF. ' H A i= W a a W_ 0 a a a V W w J N W W W FILLED CELLS EA. SIDE OF WOOD MEMBER WOOD MEMBER 3- 3/4" DIA "KWIK BOLT II" BY HILTI ELEMENTS NOT SHOWN) E DER w' FOR NUMBER OF PL W/ 4" MIN EMBED IN GONG. OR GR UT TiTEEL BUCKET COORD. W/ TRUSS S P DWG5 FILLED CELLS 9 EA. SIDE OF WOOD MEMBER STEE BUCKS I'' "R�O_KJ " R�� vECT 1 GONG. OR GROUT FILLED CELLS I/4" STEEL BACK PLATE t SCALE 3/4"=1'-O" (REINF. AND OTHER STRUCTURAL) S I E ELEVATION FRONT ELEVATION ELEMENTS NOT SHOWN) STEEL BUCKET ��R - " STEEL BUCKET "R0.3 SCALE 3/4" I' SCALE 3/4" = -O" SIDE ELEVATION FRONT ELEVATION°q "'"— SCALE 3/4" = 1'_0" SCALE 3/4" , 1'-0" P. E. N"56-I P IGNACIO J. CALVO STRUCTURAL ENGINEER FLORIDA CERTIFICATE NO. 56755 2333 Brickell Ave. ##902 Miami, Florida 33129 Ph: (305) 860-9737 Fax: (305) 860=3659 Bp: (305) 701-5009 E-MAIL: icalv®0att.net CHECKED BY DRAWN BY DATE 00106/04 JOB 031(0 SHEET -1 OF SHEETS 8/19/04 RAUL R SOTOLONGO REGIST. No AR-7 7 1 2 TOP OF BEAM TOP OF BEAM OL TOP OF BEAM ELEV=+31'-10" - RB T V ELEv=+31 10 TIE BEAM ELEv=+31'-l0" (SEE PLAN a SCHED.) RB-'I TOP PLATE RB , 1 TOP PLATE - I 1 TOP PLATE (SEE PLAN a SCHED.) RB (BEYON ) (SEE PLAN a SCHED ) I (SEE PLAN a ACHED) I I I RB-((BEYOND) TIE BEAM R5_1(BEYON ) )SEE PLAN a HED.) I (SEE PLAN a SCHED.) (SEE PLAN a SCHED.) II I II II I II II II II I IL II II II I II II II II II II II II II L 11 I I I I II II II ' STEEL COLUMN( EYON ) I I I D STEEL COLUMN (BEYOND) I I (SEE PLAN a SLED) (SEE PLAN a SCHED.) STEEL COLUMN B YOND I 4"X2"X5/16" (BEYO f STEEL BEAM TOP OF SLAB i CONG. 5L B (BEYOND) GONC. SLAB GONG. SLAB 4"X2"X5/16" STEEL BEAM (BEYOND) (FOR REINF. SEE PLA HED) (FOR RE INK SEE PLAN a SCHED.) FOR CONNECTION WITH STEEL COL. L I 4"X2"X /16" I 11 1 05 CONT. OR SLAB (SEE DETAILS IN 5-3) EL V=+21'-10" I STEEL EAM 4"X2"X546" z V U U STEEL BEAM !BEYOND) J GONG. SLAB (BEYOND) U a T P SLAB a u TIE BEAM \� S TOP OF LAB _ _ _ _ - - -- — --- LLI E EV=+21' 10----- — ELEV=+21 -10 k 3 IYfit�/ .. GONG. SLAB V I I U U GONG SLAB (BEYOND) C NaG;XAB U S 13 1 1 I H 3 d d ®■ FOR REINF. (SEE PLAN a SCHED) �� a , ( PLAN a SCHED.) = I m m GONG. BEAM 0 o TOP OF SLAB AT LANDING ELEv=+1-I'-ro 18d HOOK ~ STD. HOOK 5 "5 BOTT. 515 STD. HOOK 04 a 12 TEMP. 5 *5 BOTT. TOP OF SLAB ELEv=+10'-I„ RISERS GONG. B AM RISERS BEYOND )SEE PLAN a SGMp,) z BEYOND r (SEE PL N HED.) STEEL COLUMN (BEYOND) m O s I FOR CONNECTION BETWEEN N I O W STEEL COLUMNS AND STAIR I I 5 I I (SEE DETAIL IN 5-3) FOR CONNECTION WITH GONG. STAIR O O 3 • *4 a 12 (SEE DETAIL IN 5-3) r N z , TO F SLAB _ r AT LA ING' S "� BREAK CMu BLOCK _ 4 a 12 TOP OF SLAB FACE TO LET CONCRETE I EI1 EV=+1&'-3. „ POUR IN m 5 I AT LANDING _ I M�� a M ELEV=+13'-7 3/4" 55 - 3 "4 12„ X 4,_O„ 5 15 BOTT. STD. HOOK w �0 STD HOOK 5 15 BOTT 9\ . SCJHooK TOP OF SLA STp. NOOK 3 U ' t ' AT LAND IN FOR CONTION WITH " r �d� I GONG. STAIR ` . CMU WALL a I ELEV=+13 - a� --�---------- ., - (SEE DETAIL IN $ , RI ERS -- BE ONp 5 "5 BOTT. 5 "5 P N07 SHOWN,TYP. GONG. BLAB (BEYOND) "� - CONG. SLAB N "4 a 12 TEMP I Q ---- OWED.) ® ' ---------- w 5 5 BOTT. I " 04 a 12" TEMP r O t t z (FOR REINF. SEE PL N a 5 --------------- �1 O "X5/I6" STEEL BEAM (BEYON ) I 4"X2"X5/16" STEEL TIE BEAM' 4"X2"X5 I6' OR CONNECTION WITH STEEL CO . BEAM (BEYOND) Z 5 05 50TT. S 05 ` Q (SEE PLAN d SCH D.) a STEEL BEAM 0 - FOR I U TOP OF SLAB �. OR BLAB (SEE DETAILS IN S-3) STD. HOOK — - - — - — I�-------------- - — — III — — — — — — — — :a TOP OF SLAB > > —A o i — �I �- LLI �\ Q ELEv-+10 I W 4"X2"X5/16" (BEYOND)^ w,\ Iu u GONC. SLAB U U cA G NO. SLAB I GONG SLAB J n o FOR REINF. (SEE PLAN a SCHED) = STEEL BEAM = GONG. SLAB (BEYOND) ;" (BEYOND) U m�� m�' , '"' v (SEE PLAN d SCHED.) 4"X2"X5/I6" STEEL BEAM. (BEYOND) _ m�° � v o RISERS BEYOND NG. BEAM K 5 "5 CONr�.)SLAB =, (� r @ )FOR CONNECTION WITH STEEL COL. OR SLAB, q Vu )r- w (SEE LAN d SCHED.) SEE DETAILS IN S-3) N CONC. SLAB STEEL COLUMN BEYOND (FOR REINF. BE AN a SCHED.) r RISERS BEYON CONC. BEAM w (SEE PLAN a SCHED.) o TOP OF SLAB i N RISERS (BEYOND) )SEE PLAN a SCHED.) N AT LAND ING w STEEL COLUMN (BEYOND) I STEEL COLUMN (BEYOND) z =+6'-61/ " I .4 a 12„ •� � ELEV�— 4 FOR CONNECTION BETWEEN IX TOP OF SLAB X 4'-0" 4'= TOP OF SLAB STEEL COLUMNS AND STAIR AT LANDING 5 "5 ^ I FARCE KO MU BLOCK CONCRETE 5 \',`. AT LANDING v a 180 HOOK m (SEE DETAIL IN S-3) L ELEv=+J-�NELEV=+ '-4 STD. NPOUR IN (1 z 5 "5 1 5 15 BOTT. -j FINISH FLOOR ELEV= +0'-0" CONC.SLAB (SEE PLAN) I 5 05 TC pI `-\0 FOR CONNECTION WITH CONCRETE 0 u ^ t I STD, HOOK 5TA IR (SEE DETAIL IN 5-3) 5 M5 BOTT. STD. HOOK V In STD. HOOK NOCK a 12" TEMP \ 5 Ir OF 3 -O "4 I2B TD. r 1 „ 0 _ +� �w ISU HOOK L _r TEMP "5 p w? a AT AND NGB 5 TT. (Ii m W ELEV=+2 5055OTT. -411/2 , N 55 U I 5r5 \� -1 w 2 X 4 SH =A R r _ _ _ 5 "5_50 .____-- a(FOR .. KEY CO REINF. SE LAN a SCHED:) o , _�� E ���-: fir • �• ZLu - _ _�—III—III III— I I I�I I I- I — � —� I I � I III III III .III III III III o L_I=I=I 1=lll=l 1 I=III=l I= III 1=III=I ITI I=III=I VAPOR BARRIERJ - _ III III —III I I=I I VAPOR BARRIER CONG. SLAB 1— — — — —I _ VAPOR BARRIE GONG SLAB -III_ -III=III—III (SEE PLAN a SCHED.) III—III=III=III =III—) III— - (SEE PLAN a SCH M _I I1 III 1 =III=1 11 III —I f=III— o z st AlSE. 1CT ICN = UNIT 5 STAIIR S CT ION = UN IT C r THESE PLANS A'WD ALL PROPOSED WORK w ARE SUBJECT TO ANY UOR EXTIONS LL 0 REQUIRED BY FIELD INSPECTO STHAT MAY BE N€CESSRRY im ORDER TO COMPLY W1 m H ALL APPLICABLE CODES. �• f40 ft i P IGNACIO J. CALVO STRUCTURAL ENGINEER FLORIDA CERTIFICATI= NO. 56755 2333 Brickell Ave. ##902 Miami, Florida 33129' Ph: (305) 860—(3737 Fax:(305) 860-3659 Bp: (305) 701-6009 E—MAIL: icalvog®tt.net SCALE 1/4"=1'-0" CHECKED BY DRAWN BY DATE OS/0(o/04 JOB 0310 SHEET OF SHEETS 8/ 19/04 RAUL R SOTOLONGO REGIST. No AR-7 7 1 2 FI ST FLOCFLoofR ELECTRICAL FLAN I/4II SELimccow PM REM NOTES: BLDG` 1-MAINTAIN 2 FT. LEAK HORIZONTALLY DATE: ELEC: ON FIRE WALLS[, ALLS 2-MAINTAIN diz F . CLEARANCE BETWEEN DATE: — PLUMS: SOXES IN GA E cE IL ING. DATE: . MECH: DATE: GUERRERO/GONZALEZ ENGINEERS, INC. Michael C. Gu .ero, P.E. Mechanical En . Lic. #15235 Rafael L. Gonz lez, P.E. Electrical En¢ ic. #11057 4300'S.W. 73rd Avenue, Suite #107A Miami, Florida 3155 Tel. (305) 262 3944, Fax (305) 262-8211 E—mail: PROJE TSOGUERREROGONZALEZENGII 4 M O m I I U ?i O U Y 3 i M O r Of 0 U z A U w 0 a- z J LL Q O REVISIONS BY f— W 00 W 0) Co Z r� o N �O '', 00 1 CN n o 0).' 0 LOO In W (~/1 � ^', Cn w .. z z o o �_ LL J z 0 — 0 Z Q= x 0 d Q 11� w o w O r� w 0 0 0 rrrr J f11�yy i. r•]E L i to a 'I' 3 J-A-L m U..l w W IO a � rc w m O q L ¢2 4 Y m C AR BR SCALE 1/4"=V-0" CHECKED BY DRAWN BY DATE 06110104 JOB 0316 SHEET OF SHEETS 8/19/04 RAUL R. SOTOLONGO REGLST. No AR-7 7 1 2 Iw x CID BRKFAST cr C14 �I I ti G 1,34 ICI '��CFF14 C LEI fat ----- I I II IIII II IIII II IIII II I III - 11-IIII II IIII 1L 1111==1 II IIII 11 Jill u u L.i u c-, C4 i I I I — -------————————— -- C&P I COV. BALGON'r A"Ilip I B6 L I V INCz ROOM ca A14 I D IN CS I f I I C4 I I 6 13 D A14 I C6 irl I I ELEV AI O �sFI A15- Ca C6 pH CsF� rtT I YY I 5 0 0 I I i414 AI5 AID --------- ------ - - CI4 DINING ROOM C5 CI4 1 c� DEN c-1 /�) C'1 1= — � IFS A; 0--Al O O i0 ��� I_IVINCz ROOM A, I rJ � I BALCONY ------------ ------------ GOG PLUM 2nol. P OOR ELEG7RIGA REQUIRED TO BE AFCI PROTECTED (2002) NEC A Z A L E A e HE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO 4;!�Y CORR""CTIONS REQUIRED CY Pgm®D IN^;)ECTORS THAT MAY BE NEC7SSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CC, '- 1 /4 11 Aa7 I L IV INCx ROOM / D IN IN BJ'OOM I[__e-------------_- -- a 145 BEDROO 2 STOR. Ba 1IM B'10 0 - O I I o -- ---'CFI 15� RICA Bi --_"--L.-1,-B15--- B-2-rz9 B5 ea _ E34 --AIL ry BA E3a zOl C GUERRERO/GONZALEZ ENGINEERS, INC. Michael C. Guerrero, P.E, Mechanical Eng. Lic. 115235 Rafael L. Gonzalez, P.E, Electrical Eng. Lic. #11057 4300 S.W. 73rd Avenue, Suite #107A Miami, Florida 33155 Tel. (305) 262-3944, Nix (305) 262-8211 E—mail: PROJECTSOGUERNEROGONZALEZENGINEERS.COM Ri-VISIONS BY I— W 00 W N M 0) c0 00 0) I r� O N "O O In I 0 N r� 0 0) 0 0 Ln LIJ Z W ^ Z O = O U_ ~ 11_ W v � Z O — O z T 0- Q Q w O 0 (D W O f- 0v; Z Z i� 0 0= J � rim 0; I w �J n CIL W � o Q a # # Z z +-+ L O W n LL o W w w U W U , C K W m O O U � W O on o O IL i U 6 O v, a aL I u 0 Z Millr I � Q � C AR Yl / SCALE CHECKED BY DRAWN BY DATE 06/10/04 JOB J SHEET E-2 Ol- SHEETS 8/ 19/04 RAUL R. SOTOLONGO REGIST. No AR-7 7 1 2 I BALGONY T- I BALCONY ------------------------ --------------------- \ C_F1 ------------------ GOY. BALGONI A10 A10 C36 12"XI8" I BIO ACCESS PANEL O P Al2 $10 G36 BATH C36 ECUO BIO 5TUDY/01=FICE B a AIO . MASTER SUITE CII Al2 yp 0 ® Al2 All 540 / c 36 6 3 30 AIO Bll GII C13 E EF+'2 A N � I � '-- BIO BIO II'� 6 2"X18' L \° cn�1 c36 aim PANEL TN \y (oF?T.) SR BE OOM MASTER BEDROOM O Cl2 G9 CI I�cll ELEv I GII�1 G � YY C5 / G4 HIS L -r6,ls CT o0 Cl2 n ---C12S� GI2C1 I} C12 C12I4ERS 10 BE AB BEDROZSM 2 I Al2 1 2 BAT 2 VP ----------------------------- Fj III I II I I II II' I III I I Erg/ III II ___II--__II.III_ J111_ Il _:___u_- __11111L I I III I II II II I I I III I I CIO u CIO u u I I I I ALL BEDROOMS OUTLETS ARE REQUIRED TO BE AFCI PROTECTED (2002) NEC COCO Ul AZALEA— 3r6- FLOOfR ELECTfRICAL FLAN 1/4II P THESE PLA3vS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY EELD INWEPECTORS THAT MAY EE NECESSARY IN ORDER TO COMPLY W r H ALL APPLMAELE CODES. I _ c � -Kai ® III I I I GUERRERO/GONZALE ENGINEERS, INC. Michael C. Guerrero, P.E. Mechanical Eng. Lic. #15235 Rafael L, Gonzalez, P.E. Electrical Eng. Lic. #11057 4300 S.W. 73rd Avenue, Suite #107A Miami, Florida 33155 Tel (305) 262 3944, Fax (305) 262-8211 E—mail: PROJECTSOGUERREROGONZALEZENGINEERS.COM a F o L> J00 z w ^f 0) �I 0 3 rCo I 0O N Ln I o a N O Q ^ 0)z 0I 0OLo W Lit f n � S OJ On W" o IL W v J Z O — O Z Q = X' O d �' 0 J U co LIJ 0 z 0 J w / V L R BR SCALE CHECKED BY DRAWN BY i DATE 06110/04 JOB 031(0 SHEET E— OF SHEETS 8/19/04 RAUL R SOTOLONGO REGIST. No AR-7 7 1 2 ' REVISIONS BY 1201240V FANEL 11A11 200A M.L.O. I PH, 3W (AZALEA) SURFAGE MTD GKT0 DESCRIPTION C/B TRIP LOAD WIRE CONDUIT REMARKS 1-12 LIGHTING 4 RECEP. IP-15 2E 014 - 111122"C laJ 13 BATH RECEPTACLES IP-20 012 14,15 KITCHEN APPLIANCES IF-20 3000 012 1l REFRIGERATOR IP-20 loco •12 19 DISHWASHER IP-20 1200 #12 21 GARBAGE DISPOSA IF-20 800 012 23,25 RANGE 2P-50 12000 2%,1"8, 1"8 GRD - 111C 21,29 WATER NEATER 2P-40 6000 308 - 3/4" 14 WASHER IP-20 I500 *12 - 1/2"C 16,18 DRYER 2P-30 5000 012 - 1/2"C W/GRD. 20,22 COND. UNIT NO. 2P-40 (4000) 200 - 3/4"G 24,26 AHU NO. CIO KW) 2P-60 11,000 2"4 - 1"C 28 G. OPENER IP-20 600 012 - 1/2"C 30 WHIRLPOOL IP-20 1600 012 - 1/2"C GFICOPTIONAL) 31,33 ELEVATOR 2P-40 5000 318-3/4"C 35-36 SPACE 32-34 SPARE IP-20 2111 S.F. 6513 TOTAL: 55213 (a) AFGI CKT " 2, 3, 6, 9, 10, II A/C o 100% 4000 HEAT 9 65% 1150 DEMAND LOAD = (44.213KW) FIRST 10 KW O 1009. 10.0 34.213 KW ® 40% 13.69 A/C = 1.15 TOTAL NOTE: THE USE OF ROMEX a 600 IS ALLOWED ELEGTRIGAL NOTES I. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL CODES. 2. COORDINATE ELECTR2ICAL SERVICE W/FLORIDA POWER AND LIGHT COMPANY. 3. ALL TELEPHONE RELATED EQUIPMENT PER TELEPHONE CO. ANSI/EIA/TIA-510 4. ELEGTRIGAL INSTALLATION DESIGN OF THIS PLAN IN IN COM- PLIANCE AS SET FORTH BY STATE OF FLORIDA STATUTES MODEL ENERGY EFFICIENCY CODES, 5. THE CONTRACTOR WILL EXAMINE THE JOB SITE AND DETERMINE FOR HIMSELF PRIOR TO SUBMISSION OF BID EXISTING CONDITIONS. 6. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR 1. SUBSTITUTE MATERIALS EQUIPMENT OR METHODS SHALL NOT BE MADE WITHOUT APPROVAL OF THE ENGINEER IF THE USE OF A SUBSTITUTE REQUIRES ANY CHANGE IN WORK THE NECESSARY FOR SUCH CHANGE WILL BE BROUGHT TO THE ATTENTION OF THE ENGI- NEER. AND IF APPROVED, SHALL BE MADE AT NO COST TO THE OUNER 8. GLEAN UP SUCH TRASH AND DEBRIS GENERATED BY THE WORK AND LEAVE COMPLETED WORK IN A CLEAN, UNDAMAGED, AND FINISHED CONDITION READY TO RECEIVE WITHOUT FURTHER PREPARATION, UNLESS SO SPECIFIED IN OTHER SECTIONS, ANY ADJACENT OR ABUTTING WORK TO BE PERFORMED BY OTHERS. 9. MATERIALS, APPLIANCES, DEVICES AND EQUIPMENT SHALL MEET WITH THE REQUIREMENTS OF UNDERWRITERSLABORATORIES AND SHALL BE NEW AND THE LATEST STANDARD PRODUCTS OF MANUFAC- TURERS REGULARLY ENGAGED IN THE PRODUCTION OF THE ITEM, UNLESS OTHERWISE INDICATED. LIKE ITEMS SHALL BE THE PRO- DUCT OF A SINGLE MANUFACTURER. 10. ALL CONDUCTORS SHALL BE COPPER AND RUN IN CONDUIT. WIRE SIZE SHALL BE THWN UNLESS OTHERWISE NOTED ON PLANS. PROVIDE GROUND CONDUCTOR PER NEC ARTICLE 250-122. 11. LOCATION OR OULETS IN ELECTRICAL DRAWINGS IS DIAGRAMMATIC: CHECK MANUFACTURER'S DRAWING FOR EXACT LOCATION OF OUTLETS. 12. PROVIDE TYPEWRITTEN SCHEDULES FOR ALL PANELBOARDS, 13. A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/G EQUIPMENT SPECIFIED ON ORIGINAL CONTRACT DRAWINGS. CON- TRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE. CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. HACK CIRCUIT BREAKERS MAY BE USED IN PLACE OF FUSES. USE NON -AUTOMATIC SWITCH FOR A/C COND. DISCONNECT. (COMPLY W/NEG 110-26) 13. SLIDING GLASS DOORS SHALL NOT BE "KEYLOCKED" = 30.04 KW (129A) 120/240V I PH, 3WU PANEL 11511 200A M.L.O. 5EACHE3E,F;PR� 14 11) SURFACE MTD GKT. # DESCRIPT ON G/B TRIP LOAD WIRE CONDUIT REMARKS 1-12 LIGHTING 4 RECEP. iP-15 014 - 1/2"C (a) 13 BATH RECEPTACLES IP-20 $12 - 14,15 KITCHEN APPLI NGES IF-20 3000 '12 - 1l REFRIGER:AT R IP-20 1000 012 - I9 DISHWASHER IP-20 1200 012 - 21 GARBAGE D15f OSA IP-20 Boo 012 - 23,25 RANGE 2P-50 12000 111 GRD - 1"G 21,29 WATER HEATS 2P-40 6000 3*8 - 3/4" 14 WASHER IF-20 1500 012 - 1/2"C 16,18 DRYER 2P-30 5000 012 - 1/2"C W/GRp. 20,22 GOND. UNIT NO 2P-40 (4000) 2#8 - 3/4"C 24,26 AHU NO. (10 KW) 2P-60 11,000 204 - PC 28 G.OPENER IP-20 600 #12 - 1/2"C 30 WHIRLPOOL IP-20 1600 012 - 1/2"G GFI(OPTIONAL) 31,33 ELEVATOR 2P-40 5000 308-3/4"C 32-36 SPACES 31,39 SPARE IP-20 2321 S.F. 6981 TOT L: 55881 (a) AFGI CKT 0 3, 4, 8, 10, 11, h A/C 6 100% = 4000 HEAT a 65% = 1150 14_ ALL SMOKE DETECTORS TO BE INTERCONNECTED ON SAME CKT (KITCHEN OR BATH LTG.) 15. RANGE AND DRYER SHALL HAVE BOTH NEUTRAL 4 GROUNDING WIRE PER NEC ARTICLE 250-140. 16. ALL BEDROOMS OUTLETS TO BE PROTECTED BY AN ARC -FAULT INTERRUPTER(AFCI) COMPLY WITH NEC 210.12(8) SMOKE DETECTOR D LINE SIDE 120V OF SWITCH SWITCH SWITCH LEG PHASE CONDUCTOR SMOKE DETECTOR CONNECTION DETAIL NTS. NOTES: ]-SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO A NON-SWITCHABLE LIGHTING CIRCUIT WITH BATTERY BACK-UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE AITERGONNECTED(AFCI PROTECTED) 2-SMOKE DETECTOR SHALL NOT BE PLACED WITHIN 3FT. OF ANY A/C GRILL. 3-SMOKE DETECTORS LOCATED OUTSIDE OF SLEEPING AREAS SHALL NOT BE PLACED CLOSER THAN 3FT. TO BATHROOM DOOR 4-THE MOUNTING AND LOCATION OF UNIT SMOKE DETECTORS SHALL COMPLY WITH NFPA 12 SEC2-52.Ib . CEILING MOUNTS NOT LESS THAN 4" FROM A WALL -WALL MOUNTS NOT LESS THAN 4" FROM CEILING NOR MORE THA 12" TO TOP OF DETECTOR DEMAND LOAD FIRST 10 KW ® 1009. 34.551 KW a 40% A/C TOTAL LEGEND 0 WALL SWITCH 15A, 125V 03 WALL SWITCH 15A, 125V 0 DUPLEX RECEPTACLE OUTLET 15A, 125V 0, SWITCHED RECEPTACLE OUTLET 15A, 125V SIMPLEX RECEPTACLE OUTLET 15A, 125V O DUPLEX FLOOR RECEPTACLE, 15A, 125V ® DUPLEX CEILING RECEPTACLE, 15A, 125V ® SPECIAL RECEPTACLE OUTLET �} CEILING LIGHTING FIXTURE 4 WALL BRACKET HI HAT O HEAT LAMP sD SMOKE DETECTOR nH MINI -HORN OJ JUNCTION BOX D FUSE OR DISCONNECT SWITCH • TELEPHONE OUTLET N TELEVISION OUTLET 0 DOOR CHIME 0 PUSH BUTTON AV (FAN o PANEL L'-1 (METER ❑F FIRE ALARM PULL STATION O HORN / STROBE (EMERGENCY LIGHT ALARM COMPUTER NETWORK. F—o-� UNDER CABINET FLUORESCENT LTG r5� FLUORESCENT LIGHTING FIXTURE �l1 SURFACE MTD. CEILING FAN N = (44.881KW) - 10.0 = 13.95 1.15 = 31.10 KW (130A) THESE RL WS A ? A' U„ � �a ARE SUEJr':p"U T " REQUIRED S1. + s.,sis,st1ees €�"„ #�# 120/240V PANEL 11c11 200A M.L.O. I PH, 3W (�®C®��,��� SURFAGE MTD GKT. * DESCRIPTION G/B TRIP LOAD WIRE CONDUIT REMARKS 1-12 36 LIGHTING 4 RECEP. IP-15 014 - 1/2"C (a) 13 BATH RECEPTACLES IP-20 012 - 14,15 KITCHEN APPLIANCES IF-20 3000 012 - 1 REFRIGERATOR IF-20 1000 $12 - 19 DISHWASHER IP-20 1200 x12 - 21 GARBAGE DISPOSA IF-20 000 #12 - 23,25 COOKTOP 2P-40 0000 208,1.8101010 GRD - 3/4"C 21,23 WATER HEATER 2P-40 6000 305 - 3/4" 14 WASHER P-20 1500 012 - 1/2"C 16,15 DRYER 2P-30 5000 012 - 1/2"C W/GRD. 20,22 COND. UNIT NO. 2P-40 (4000) 2#8 - 3/4"G 24,26 AHU NO. (10 KW) 2P-60 11,000 204 - "G 28 G. OPENER IF-20 600 012 - 1/2"C 30 WHIRLPOOL IP-20 1600 012 - 1/2"C GFI (OPTIONAL) 31,33 ELEVATOR 2P-40 5000 308-3/4"C 32,34 OVEN 2P-40 6cc0 208,108101010 GRD - 3/4"C 35 MICROWAVE IP-20 1500 "12 - 1/2"G 31-39 SPACES 40-42 SPARE IF-20 251E SF. 1131 TOTAL: 51931 (a) AFC CKT " 3, 1, 10, II, 12 DEMAND LOAD A/C 9 100% = 4000 FIRST 10 KW m 100% HEAT Q oS% = 1150 36.931 KW v 40% A/C 4L) BLDG. STEEL FOUNDATION RISER DIAGRAM(TYPICAL UNIT) NTS TOTAL = 31.92 KW (133A) rI W GUERRERO/GONZALEZ ENGINEERS, INC. Michael Guerrero, P.E. Mechanical Eng. Lic. #15235 Rafael L. Gonzalez, P.E. Electrical Eng. Lie. #11057 4300 S.W. 73rd Avenue, Suite #107A Miami, Florida 33155 Tel. (305) 262-3944, Fax (305) 262-6211 E—mail: PROJECTS®GUERREROGONZALEZENGINEERS.COM f— W 03 Ld 0) W 1- N O� in r op I I r7l O N l_- r) OI O O N O 0) W iO Lo L1J W f ) Z Z OJ = O ~ LL W n U J Of z O — O z Q z X 0- W Q W LL O W O ro U W O ~ S1JJIIHJdV;mm-� i i r p i 3 � � W Y x n o � Z a i F n Y o o J z w z w w n N r i i w x i d z W m w w J LL O 4 W z V � w ELECTRICAL SCHEDULES CHECKED BY DRAWN BY DATE cos 0316 SHEET E—� OF SHEETS 8/ 19/04 RAUL R SOTOLONGO REGIST. N° AR-7 7 12 T�pp 5T TYP. PC:0 C V. TERRACE - 1/2" i i i L1471%LSmuct. i i GUEST SUITE (2) I�AG loxlo PARLOR 150 Crm 10x6, 5W , 15C CFM s ❑ m la, „ _r �„ ��� ✓�� 7­7vT�i.' i : N J ---------------------- TANDEM CzARAGE - - - - - - - - - - - - - - - - ---------- - - - - --------- 51 Ik FIRST FLLOOR, 1° I' CHAN IC THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. I AZALEA L ELAN ST. LUCIE COUNTY PLAN REVIEW BLDG: DATE: ELEC: DATE: PLUMB: DATE: MECH: DATE: 12 WOO SW , SW I 12x sir minim 13 ELEV 2 CAR ENTRY GUERRERO/GONZALEZ ENGINEERS, INC. Michael C. Guerrero, P.E. Mechanical Eng. Lic. #15235 Rafael L. Gonzalez, P.E. Electrical Eng. Lic. #11057 4300 S.W. 73rd Avenue, Suite #1U7A Miami, Florida 33155 Tel. (305) 262-3944, Fax (305) 262-8211 E—mail: PROJECTSOGUERREROGONZALEZENGINEERS.COM V tV LL U S10111H0dVno: 710 OW V O z Q ® Z S K 0w 1 A- W ® 3 a C tu\ BIZ a w x r SCALE 1/4" =1'-0 z x CHECKED BY 0 DRAWN BY s DATE 06/10/04 JOB 031 io SHEET x w r OF SHEETS Z c� 8/ 19/04 RAUL R SOTOLONGO REGIST. N° AR-7 7 1 2 H TYP. PLOVE TYP. PLOVER BALCONY --- -- - R \. ----------- I GOY. BALCONY I 150 W 8 8C I, LIVINL ROb 140 CFM L I1�G ROOM 8x8, 4W i+ 6"a BREAKFAST 6"a THRU 1lo cFlti } ATTIC SPACE , LIq-Iv, Suct.- DIN¢NCr ROOM IOxb, 1W r - 120 I r -� ---- lOxbC W —► ISx8Crm 140 CFM 641 4"0 DUCT FROM 61.0 - 8x8 4W lat FLOOR UP F6,.a \ / THRU ROOF W/ / / \ ` I. V ❑ DN CAP 4"a S/M 26 G Fr I DRYER VENT 18 xe, 4W p 6"a UP THRU ROOF W/CAP. x ELEV . O ----------- - V KITCHE li/C 14x r OQ 140 CFM / a O 6xb, IW o U 8x8, 4W ITCHEN r LAU 2 x& \ I I I I I I I P I I I - DN q - -------'�-"---------- -------------- P. m x IZ 1L1IH -111 I III 110XE II [ II I III I "I I I � I 1 u u u u 12 "x8" A/ ❑ DUCT DO t DINING ROOM 8 a ELE V. o wA THRU LOUVER DR Ii —► I C12, FM I _y 8 a 180 FM +I I 1 < < lOxlQ 4111 DEN 18x8 I 18"x£3" A/C 11 4„0 DUCT UP L---- b„a 4"a a"a io°x6lw ❑ UJDE 4"a DUCT UP 1 DEN bxb M i00M THRU R60F W/ CAP. (2) RAG � EFh uj 4"a DIOxIO 111/\/ \lull UCT FROM I Ist FLOOR PO UP THRU ROOF R W/ CAP. OC xb,IW I _ 10V)5A MESE PLUS AN) � PR ARE SUBJECT k 0 PROPOSED WORK CORRECTIONS REOUIRED BY RED INSPECTORS THAT Y �8€CSARY IN ORDER TO COMPLY Mill AP€'LICAELE CODES. 21 Id. F 0 �IEGHAN R L FLAN 1/4 11 XHAUST NOTE: -AZALEA DRY R TO BE RATED FORA 45'-0" EXHAUST CAPACITY (2 BENDS) BEAGHBERRY DRYER TO BE RATED FOR A 39'-O" EXHAUST CAPACITY (3 ENDS) GOGOPLUM- p YER TO BE RATED FOR A 25'-0 EXHAUST CAPACITY CI BEND) CONTRACTOR T COORDINAT'E EQUIPMENT WITH EXHAUST REQUIREMENTS AS LISTED ABOVE. i YP_ PAINTED COVER REF: LINES THRU ATTIC SPACE ra" Llq. 04" Suct.. LINES 150 CFI j THRU ATTIC PACE 8x8, 4 re" LI : llr®' Suet. L I V INI ROOM D14 T " ILN 150 CFM 6.Y�x8" /C 8x8, 4W DUCT UP DN----------- -- ❑Ii I III II II _-- ELEV I I P 12 "x10" , DUCT DINING ROOM i150 CFM 8x8, 4W —► b��al I 140 GFM 8x8, 4 OI —� O( bl'o I6xI2 ------11 ! x __ -__ /\ O __ KIT x HE l ���� THRU !R DR. 12x8 14xi " (2) RAG4"a I MOCFM DUCT ISO CFI I IOxI 1Ox6, 1W + RO°F1� CAP. BEDROOM 2 6 b CC STOR. 4" a S/M 26 G DRYER VENT UP BAT THRU ROOF W/CAR 4" a DUCT UP THRU / GAROOFP ' W. I EF�I 4" a DUCT FROM lot FLOOR UCH CAP 5 ACH5 � 1-fR GUERRERO/GONZALEZ ENGINEERS, INC. Michael C. Guerrero, P.E. Mechanical Eng. Lic. #15235 Rafael L. Gonzalez, P.E. Electrical Eng. Lic. #11057 4300 S.W. 73rd Avenue, Suite #1®jA Miami, Florida 33155 Tel. (305)' 262-3944, Fax (305) 262-8211 E—mail: PROJECTSOGUERREROGONZA1 F7FNrwFFRc I'MA REVISIONS BY 0I/13/05 5.D.0 F- W 00 Ld 0) Cf) N CO 00 00 rI rq n � 01 It N ro Ln I O N r� O C) LOO 0) � LL, Z W K) Z O .. L W T _J LL O U Z ` '' J O = O Z :5 T X EL o w LL 0 O rj J U CQ W O S13 it 111 021 VAPER o 0v 0 0 z < if O yoy J 3 0a F- G 03 N z 6 C-AID.--BR SCALE CHECKED BY DRAWN BY DATE O6110104 JOB 03I6 SHEET 2 GIP SHEETS 1 / 14/05 RAUL R SOTOLONGO REGIST. N" AR-7 7 1 2 4"m DL UP TF 4"m DL UP TF 4"m 90 GFM 8x8, 4W 4"m 150 CFM THRU lOx6, 3w W/ iCAP. " �— --4-- [t( DUCT EFMI / C. q� MASTER BEDROOM 4"0 DUCT (D FROM J TO GFM Ibxlb\�� 8"m let FLOOR UP 8x8, 4W MASTER BEDROOM DN ° zo cFM THRU ROOF w/ OS W I I x6, 3W CAP. Ox O + }I 4"m S/M 26 I6Rx 6 DRYER VENT N x FROM 2nd. O 6"m FLOOR UP THRU 6"m _ 1 ROOF W/GAP. nv -- ---- ------ DUCT U „ ELEV THRU �P 14x8 I140FM FM 150CFM 60x W /i C2)IRRA6 E�-EY 'lox6 3W _ IOx6G3W lox6, 3 14"x8p"RAC _y 1 EFM I \X DUCT 6"m (2)RAG `' 0CFM 6x6 W --_ - ----- - li x6, zw---y HERS _ " ------ - -_� O fi--- T-�-7 x 14"m 14" m I x I 4 2 G I I 1 1 DRY T UP �x "01 soI5 w 1RU IC ** II 1 Dx L_ BEDROOM 2 } 12xlo 1' m I "# DUCT UP l0 6 3M 120 THRLI ROOF CFM lox6,P. ® ITWO" A/ m 1 lox +-6.m lo8Ox61r" MASTER BATH DUCWLLoo AG I�A RPI' EL.Ev. F62 <10 40 18"x8" A/C BE o 4"m e^m HERS 130 cF 4"0 S/M 2 lOx6, IW 4 m DUCT FROM 2nd. DDRY R N HRU 4"m DUCT ®> FLOOR UP THRU ROOF j W/ GAP. 6 x6 IW ROOF w/ 4"o BEDROOM 2 4rµRl°IURo UP— BAT G T 4 mRooF W/ GAP. /CAP. EF"1 I I 1 I '. III Y I I I I I I I I I III I I EF"1 III I. I I I I ___ -I -- 11---_II d ---- TI __-11--- 1llL_ 1 f I '�'� I I , 1 u u u u u u I I � I 1 RESE PLANS AND ALL PROPOSED WORK ARE SURjECT U >ECT TEO i Y C ORRECT ION SREQUIREOSY^.ECTORS THAT IIa4 ECESSARYBNORDERTO COCOA Ul COMPLY Wlih ALL APPL FL60F, tIECHANICAL FLAN 1/411 GUERRERO/GONZALEZ I I GENGINEERS, INC. Michael C. Guerrero, P.E. Mechanical Eng. Lic. #15235 Rafael L. Gonzalez, P.E. Electrical Eng. Lic. #11057 4300 S.W. 73rd Avenue, Suite #107A Miami, Florida 33155 Tel. (305) 262-3944, Fax (305) 262-8211 E-mail: PROJECTSOGUERREROGONZALEZENGINEERS.COM REVISIONS BY F- w 00 w (n N 0) (D GO GO M 0 N 0 0 O 0 O LO W W 0Y `� �, Z W LL O Z J 0 — O Z Q T X, W 11 Q (Y O W LL 0 ff) J U �0 W 0 St DI IIH021bpp= Ing O� 0 0 U �J o Z a Oo L 0 a 0� U) a 0 a m 0 U Y 3 M O r m 0 0 x Z Z Q V) 9 / !s AR BR SCALE 1/411=1'-O" CHECKED BY DRAWN BY i DATE 06/10/04 JOB 0316 SHEET - d)F SHEETS 8/ t 9/04 RAUL R. SOTOLONGO REGIST. No AR-7 7 1 2 TERMINATED 6" AIU { 12" FROM STRUCT TT ---- GO . tERRACE --- -- --RAC I I I r 2' A/C C.D. UESt SUITE I 1,� D PARLOR r�u I m R, W4"W I UP O KIT. p T. s_AN SINK' ii'� — ----' TNCQC 1111 A► S AOw A e a wwwwww�s u.w®.. -----------t--I0---- COY. PA I_ r1 - - - - - -----------QO_'_F I I I 12 CA GARAGE J f FT l3rF.U� j ell SKE PIPE �Ru.) OR "AT �' TYP. GATE ) VALVE S pp ROM BIEk3 N4LVE 4 2-WAY A VAC. BREAKER Pi4" CW FCO ll0 SE RV. SANeIiB" C29 F T TO WATER .)— METER TO SAN SEWER Cocof=1= j l AZALEA-;R F I 5i EL O FLUB 151NG FLAN 11411 THESE PLANS HAVE BE EN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. di G.0 O 2 G.U'." 1 4ATEO (9" AFF 4 T RMINATED 6" AFF 4 :OM STRUCTURE "FROM STRUCTURE— I GUEst 5UIt1= GUEst SUITE 2" A/C " A/C CA. V FROM ABoVE II I �O GUERRERO/GONZALEZ ENGINEERS, INC. Michael C. Guerrero, P.E. Mechanical Eng. Lic. #15235 Rafael L. Gonzalez, P.E. Electrical Eng., Lic. #11057 4300 S.W. 73rd Avenue, Suite #107A Miami, Florida' 33155 Tel. (305) 262-3944, Fax (305) 262.e6211 E—mail: PROJECTS®GUERREROGONZALEZLNGINEERS.COM REVISION S BY W 00 W 0) N 0) r` 0), co I 0) Z � r�' O N ' �LO () O I 0 N 0 0) Q Ln W Ul O W I� ^ Z O Ln I D W ~ W � `z J O = O X 0 z = g 0- Q O W L O n J (� CO W O SIO ]ILIH32]V:;o IMMEM OW Z 0 l90 Z 02 J � rc O a 1 - w Ok 3 4n o z z a �m 0 tt LL F 0 H_ 3 t _W O Z 0 O U U_ o \ L11 W 7� w LU U o a —y m o V ® z ® o i a 1_ z a 3 ®r P - - W W F � d z a I � o x ? m u I U O M O Q m 0 U Z Q a+ 0 a LL Q u / L 11l BR SCALE 1/411-1'_O" CHECKED BY DRAWN BY / DATE JOB 0316 / SHEET L P l� OF SHEETS 8/19/04 RAUL R SOTOLONGO REGIST. No AR-7 7 1 2 r� E DINING ROOM C2 F1� ❑ 2°'02 °/FT AAv 2" ,Z 2 S /— (2aFU.) `a 2"olq"iFT C2 FU.) 2 .U.) O T' A T �. ❑ / O G g"� ��CeELOLUW 4 H 2 AAv y $1A -° P.U.) - - ` Hw - _ ELEV a r' sA 2^ aav OlO /' G 4 HW II V7 li - --- - P FRI B �� Vyn 1 K-TI�-TJ- CD-.P-H.- EN P 23P" pSFS I Y'. O O DW sGV I 2.C LEv rI I„SD T"BER%00OIUA/C CoDO 3" SAN=pp4T KITCHEN W H c"OS W 4 uEOW sp /G F Ua'HW UD I D --- a H 1 OUN I I 1 Ti-1 - II -- - P - ---- -- ---------- - ti\`� N --- - - _ - - - -- I/2' - -- -- --- -3 tea" II I I 1111 `� ,-------- G y, -... , _ 11 ----' �' Do1LN ----- -- V I I I III I I I} I / ` �11 - ......... I ❑ I/ E.U1.H u u Fr>' DINING ROOM �," c I ELEV. DRy RM. Al 50 .5 KW W BELOW 2"o1,a"/FT 9ja" GW 4 3 EF 89 50 } 1 C4 FU.) 1'2" HW UP /a' GW 2 E .IG8W9 "1z CW 3/4" CW_' I TYP. 3/4" 104T I" CW " HW-/� DOUN TO DP. DEN 77777,/��> / X -- - ---- 1 r�= 42" H 31, OWN L - (10 F.U.) _.. /7 n H 4 W S! 1 3/4" GW 3 C4eF) ❑ ROOM BEDROOM 2 z" AAV I,2.} Hw UP DEN I STOR. P I BAt u ^ 7 2 AAv 2 OM ,z„ HW ' u �� H I I,T CW �_GW 1 3 3104 11� 21 3° BALCONI T ��I IFR EL ®I FfL2wlEUNG FLAN 1/411 q THESE PLANS AN) ALL PROPOSED WORK ARE SUBJECT I0 U4y CO ECTIONS REQUIRED J3Y FIELD 11PECTORS THAT MAY BE NECESPSARy IN ORDER TO COMPLY WITH ALA APPLICABLE CODES. I GUERRERO/GONZALE ENGINEERS, INC. Michael C. Guerrero, P.E. Mechanical Eng. Lic. #15235 Rafael L. Gonzalez, P.E. Electrical Eng. Lic. #11057 4300 S.W.73rd Avenue, Suite #107A Miami, Florida 33155 Tel. (305) 262-3944, Fax (305) 262-6211 E-mail: PROJECTSOGUERREROGONZALEZENGINEERS.COM REVISIONS BY w W w 6 O) Cn hN (D 00 I �, P7 01 _ _ N V O I 0 N O 0 0 L w J �3 ^ Z o'er' � w I J 0 C� F LL w n z J 0 = 0 Z z X a_ g 0- Q 0 0 w O n w U O F- U 0 Z < 0= 0 N J � a 0"' F- Z 03 z a c a 3 w N w z z _ o Q _l A ® �+ A �/ 1[� < z 0 U O o ! K1 M U `1 V w o U )t— a w Z 1 m o .�LLI (j) s z LLI�/ 111�/— < Z U ® z 1111- 3 CD W_ � U G JLL d lL � W 2 O m 3 � I s ¢ o I � U it w UC—AR—BR 3 LL o a I Y 3 / � � F 0 o z < M O � ¢ a m OfO U N Z ¢ N m j w W� O J ofw N a LL w a o W w W J LL Z o a 0 zw 0 w 0 SCALE j/t�.°=1i-On CHECKED BY DRAWN BY DATE Orp�jp�ptl. cos 031�0 SHEET P-2 OF SHEETS 8/19/04 I'RAUL R SOTOLONGO REGIST. N° AR-7 7 1 2 REVISIONS BY M STER BEDRO� I II z Ham— �3,4 CW II 3" SAN DOWN (9 F.U.) 2DSO HIS %° 1 14" CW. Hu)-J (HERS 5 3,4 u y2„ ELEV i HW s� l'rALl1�I�Ri�Y ' I X I I )FRM 3ELOW BEDROOM 2 u1 I �)CF FLU COV. BALCONY] MASTER SUITE _ � I I , ce 1/211 L MASTER BEDROOM M. BATH I y 2"(64F11.) 1j2" HW "else"/FT 3" SAN C9F1J. _ CDSODUN) 3,4u W �7" H 1 ,,, CW 4 - ------ I 3 „ inl� I ELEV I I II X/ I ---� HERS ------ - X 4 l,2 ° HW 112 "�E OW II I N BEDROOM 2 3/4" cW I I ,," H d ELEV. I 31. DOUN�1 C6 F.U.) , 3^®lie"/FT A Z A L A _ ING FLAN 1 /411 THUI PLANS ARC SUBJECT OPOSED WORK � 0 f` i°T CORRECTIONS REQUIRED BY FIELD IN'MpECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY Willi ALL APPLICABLE CODES, I I I r F�OM BELOW I i 13 ��mgeF�T '--—y 3" AAN 21 3" r5e u.T MAST R B TN a 1,4 ��iFT 3 2" C4 F.U.) v 4" CW 31�n 2. 1/2I'. �7 C ,2 � 2' VTR ,z , Vz „ I I I I I II III I II I I I II li I I I II I I I I I I I I I I I III I I I I I I I II -_--------- -------------------- _______________ ____________________________ _ II 5ACHE31R� 1_1R W 00 W 0) V) 00 r 0) r� 0 Z N 01 O 0 N 0 , � LO W 0 W f) I) r-, Z OJ v Ln Z 0 (� LL Z J 0 0 X Q a- Q cl� 0�.(� :2lu_1 L 0 n J U LLJ � 0 O ON O /n V U o Z a O0 Vl OW rc a 03 N i a W a z x 0 0 0 w W w J N w a W m W W w w 0 GUERRERO/GONZALEZ _ ENGINEERS, INC. AV Michael C. Guerrero, P.E. Mechanical Eng. Lic. #15235 1 8/19/04 Rafael L. Gonzalez, P.E. FW Electrical Eng. Lic. #11057 - 4300 S.W. 73rd Avenue, Suitq #107A Miami) Florida 33155 Tel (305) 262-3944, Fax (405) 262-6211 RAUL R SOTOLONGO E-mail: PROJECTSOGUERRERQUONZALEZENGINEERS.COM REG1ST. No AR-7 7 1 2 Iy ' CARBR SCALE 1/411=1'-O CHECKED BY DRAWN BY DATE O6/10/04 JOB 031(0 SHEET P-3 OF SHEETS REVISIONS I BY VTR I I I I LAV � LAv 4I13" VTR I 3"®i "/FT (ro FT1.) 9H 2" 2" 3" Cc 2" AAV II,_„ 3 3"6i ���T. (4 Fb.) 3"mliB "/FT / (31 F.U.) 5ANQ I'/B "/PT 51 F.U.) "'A VFT 7 FV) 2" VTR AZALEA SANITARY PIPINCz ISOMETRIC NT5 SANgIl/B "/FT F.U.) .lilt" VTR I I I I I I I 3"g %"/FT (19 F.U.) 43" VTR I I I I I I I 2" 5H AAV W l" aw 11/2 SK /�2' AAV GO GUERRERO/GONZALEZ ENGINEERS, INC. Michael Guerrero, P.E. Mechanical Eng. Lic. #15235 Rafael L. Gonzalez, P.E. Electrical Eng. Lic. #11057 4300 S.W. 73rd Avenue, Suite #107A Miami, Florida 33155 Tel. (305) 262-3944, Fax (305) 262-8211 E—mail: PROJECTSOGUERREROGONZALEZENGINEERS.COM t— W 00 W 0) f— N M M 19 00 d S n O N p� O Q N O Q W Z W n O W = 1 O U w Z O = 0 Z Q z x 0- w Q w w O w 0 U W O i— SiJJ11HJdV=- Z 0 '^ 0 C9 Z Z a _ Z 0 N J � rc Oa F— w 0� 3 40 > z z r m N 0 3 1_I_.l 13 A v , ( W a rc o Q � 0 O a z a z W O w a o U O L w ` �r— Z x �F U U W U O W . W m O Z W 2 4 U U p o z a s I Z I= Q I� � W W 3 a F z ,ri I � a i 7 3 UNIT BLD. SCALE N.T.S. CHECKED BY R,S. DRAWN BY DF, DATE 011./16/04 JOB 031E SHEET P-4 OF SHEETS 8/19/04 RAUL R. SOTOLONGO REGIST. No AR-7 7 1 2 REVISIONS BY E.W.H. 50 GAL EF KW� EF .89 TYP. 3/4" P4T DOWN TO D.P. 3,4 11 GW I/211 wC 1,21, LAV I/211 HW I/211 SH 3/4 It 1/2" TUSK nn. I/211 Hw ` I/2 11 l�AV LAY 1,211 SH 112" HW UP 1,2 11 wG 3/4" GW JP/ u Gw n I/2 � 1,2 n Hw I/2 11 I/2 11 _3/411 Cw \ 1,211 HW 1/2 dl� I/211 Hw SK I ,2 11 ID11 SK 1 " CW 1,2 11 W UP TO UP WM" I -DO° D.P. KIT. IN IDOWN 1,211 1,2 11 LA 1/ / . I I/2 " Gw 3/4" HW C 1172 I1 wC �1,211 H S �7 3/411 Cw 1/2 11 HW Ui 5EACH5ERFRY WATER PIPING ISOME RIG NT5 TYP. I/21, Cw NOSE 5155 W/VALVE 4 VAC BREAKER TO WATER-` METER TYP. GATE ,—VALVE �--11/4" GW SERV. H5. 1/411 Gw E.W.H. 50 GAL 2 -5.5 Kw 3' EF .89 TYP. 3/411 P4T 111 CW ' DOWN TO D.P. 1,2 n 111 D P. �I DO 1,211 Hw I" CI U 3,411Cw 11/2 11 Hw 11/2 11 HW 1/2 It CW n FROM In ABOVE I,z 11 ; 1/211 wC nn SK 1,21I Gw I/21I 1,211 HW. REF 1'/2" LAv� I„ Gw 3/41 I/2 11 TUB H I II / W ' 1,211 wCl/2n LAV I I" Cw AZALEA WATER P11=Cs 16OMETRIG NTS 11/4" CW� f TYP. GA VALVE TO WAT METER 'LANE AMI ALL PROPOSED WORK MECT e O AW C RRECTIONS IED BY F'EELD N'tPr ACTORS THAT DE NECESSAN Ii ORDERTO V WITH ALL APPLICABLE CODES. I, 1,2 n NW I, 2 " Gw DW HB. �I/ " Cw 4 UW UP TO KIT. SINK 11 CW TYP. 1/2 " CW HOSE 5155 U)/VALVE 4 ✓—VAC. BREAKER I 11/4 " CW SERV. I/2 " LAvcy I/2 1 '/2 " Hw UP 3/4 11 Cw I/2 11 I/211 1111�A I/2 111 -3/4" CLU— " Gw UP 1/2 11 LAV I/2" TUB`i D_- I/2 1 nn I/Z 11 wG 1/2 " LAV\\ ',. I/2 11 LA TYP. GATE VALVE TO WA1 METER I/z " SH 421I n 1, 11 11 tREF I pW I/2 " I/2 " Hw SK I/2 " Cw 4 Hw UP TO KIT. 112 SINK. —TYP. 3/41I P4T DOWN TO D.P. �` Y 3/4 11 CW 1/2 �' LAV I/2'I WC 1/2" SH I/211 Hw ,�—V " Cw IC GUERRERO/GONZALEZ ENGINEERS, INC. Michael C. Guerrero, P.E. Mechanical Eng. Lic. #15235 Rafael L. Gonzalez, P.E. Electrical Eng. Lic. #11057 4300 S.W. 73rd Avenue, Suit@ #107A Miami, Florida 33155 Tel (305) 262-3944, Fax (305) 262-8211 E—mail: PROJECTSOGUERRER000NZALEZENGINEERS.COM I— W 00 W 0) �00 N 0) 0) 0 4 T O N 0 Lr) I N r� O 0 0O 0) w .� co O ' I w J' O U W w v Z J O = O Z T X w < < O w LL O � w U 0 I- O U O O Z a Oo � 0 N J rc H D- O a O a �! o I= 0 � Iw s�— H o v z 4 o p #-1-1 a 0 U O Z LU � W o U—I/ Z II 11 O�► � � z ® I o U 5 a F i a W w 3 3 'UNIT BLD. SCALE N,T.S. CHECKED BY R,S, DRAWN BY D.F. DATE 0411 104 JOB 0316 SHEET OF SHEETS 8/I 9/04 RAUL R. SOTOLONGO REGIST. No AR-7 7 1 2 tE VALVE HEAT TRAP g/, a H.W. L INE TO FIXTURES UNION��- ELECTRIC WATER HEATER 50 GALLONS 2-5.5 KW EF-.89 DRAIN VALVE CAP FOR FUTURE CONNECTION SOLAR OR HEAT RECOVERY HEAT TRAP GATE VALVE 1!G90:I PRESSURE AND TEMPERATURE RELIEF VALVE (ASME APPROVED) I" AIR GAP IN VISIBLE AREA 3/4" PN ABOVE GROUND THROUGH WALL TERMINATE 6" ABOVE FIN. GRADE WATER HEATER Flf=ING� DIAGRAM N.T.S. PLUMBING GENERAL NOTES AND SPECIFICATION-5: AIR CONDITIONING; SCHEDULE CHEAT FVU If=) UNIT MANUFACT RER NOM. NOM. ESP IN. ELECT. TOTAL COOLING CAP. S/T HEAT CAP. O/A DIMENSIONS WEIGHT ELECT. SERVICE AND MODI L NO. TONS CFM WIG. HEAT KW LA/HP BTUH a 95° d 6l' W BTUH CFM WxLxH (IN.) i LBS. VOLTS/PH/Hz COP SEER AH ,2 3 RHEEM fRBHl 24JI1SH5 ---- 2000 .40 10 2.5/1/3 ---- ---- ---- 25X22X40 134 208-230/1/601'' 2.30 10.2 1,2d3 ,24 RHEEM R 060JA2 5 ---- - --- ---- 309 43,"f00/56,500 35,000 ---- 31X43X?-1 265 208-230/I/60 NOTES: PLUr 15ING FIXTURE SCHEDULE ARK TRAP SIZE FIXTURE UNITS HOT WATEF COLD WATER C 311 3 - /2 n AV 11 / L 11 - 1 1/2 11 112 H 2 " 2 j211 112,.. /2 u K 11/2 11 2 I/2 n I/2 11 WM 211 2 1/2 11 11/2 11 W I" SW N/A B - - - 1/211 W/VALVE d VAC. 5REAKER UB 2" U.G. 11/ L " A.G. L 2 I/2 11 1/2 11 D 2" U.G. I1/2' A.G 2 112" 1/21, FOR MAX. 100 FT. Licl. SUCt. 1/211 1-1/S" FAN SCHEDULE FAN MANUFACTURER AND MODEL NO. RPM WATT HP CFM 8" S.P. ELECT. SERVICE VOLTS/PH Hz DIMENSIONS WxLxH (IN.) WEIGHT LBS. j REMARKS SONES EF'1 CARNES-VCDDOOSC 1500 48 -to a 1/8" 120/1760 8x81i 5xli 2 a 40 ! DAMP/GRILE, 4" A DUCT DAMPER :ROOF CAP 2.1 Ep02 CARNES-VGDD015C 1500 102 150 a 1/8" 120/I/60 121iax121/axll3ia 15 W/GRILLE6" ro DUCT DAMPER, 4 ROOF CAP 1.4 t. a SCOPE OF WORK: 1) FIXTURES TO COMPLY W/FB(: 2001 Plumbing Sections THE WORK SHALL INCLUDE ALL PLUMBING NE ESSARY SHOWN ON THE 109.1,603.1 4 604.3 DRAWINGS, SPECIFIED HEREIN AND/OR AS NEEDED FOR A COMPLETE SYSTEM, INCLUDING BUT NOT NECESSARILY LI MITED TO: 2) ANTI -SCALD VALVE: I. DOMESTIC COLD AND HOT WATER PIPING SYSTEMS ALL SHOWERS 4 BATH/SNOW R COMBINATIONS SHALL 2. SANITARY DRAIN AND VENT SYSTEMS BE PROTECTED WITH A CONTROL VALVE OF THE SEAL JOB, 3. PLUMBING FIXTURES AND TRIM PRESSURE BALANCE, THER 05TSTIC MIXING OR COM- Ems" 4. AIR CONDITIONING CONDENSATE DRAINS 5. PRESSURE AND TEMPERATURE RELIEF FROM WATER HEATER BINATION TYPE SET. HANDL POSITION STOPS PER 6. PIPING INSULATION MANUFACTURERS INSTRUCTIONS AT TIME OF INSTALLATION I. SUPPORTS AND HANGERS TO A MAXIMUM MIXED WATER OUTLET TEMPERATURE OF 120- F. B. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE "FLORIDA BUILDING CODE" AND LOCAL ORDINANCES AND IN COMPLIANCE WITH THE 'FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION", AND "HRS" REGULATIONS. IN THE EVENT OF CONFLICT BETWEEN ANY CODE OR REGULATIONS, THE MODE STRINGENT REQUIREMENTS WILL GOVERN. 2. CONTRACTOR TO VERIFY AT SITE THE LOCATION, ELEVATION AND SIZE OF ALL EXISTING LINES FOR CONNECTION BEFORE INSTALLATION OF ANY PIPING. 3. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH A COAT OF BITUMINOUS COMPOUND BEFORE COVERING SUP 4. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS OR SHOCK ABSORBERS (ARRESTORS) . WASHING MACHINE SHALL HAVE WATER HAMMER ARRESTOR FOR BOTH CW 4 HW. 5. ALL FLOOR DRAINS TO HAVE TRAP PRIMERS In" INE FROM THE NEAREST R/A-}��` DUCT PLUMBING FIXTURE. WHEN APPLY REFRIGERANT INES 6. PLUMBING FIXTURES SHALL BE CONSTRUCTED WIT14 THE APPROVED MATERIALS, TO OUTSIDE C NDENSING SHALL HAVE SMOOTH IMPERVIOUS SURFACES AN SHALL BE FREE FROM DEFECTS UNIT THRU ATT=1 SPACE AND CONCEALED FOULING SURFACES. ALL FIXTURE TRIM TO BE CHROME PLATED. FIXTURES SHALL BE PROVIDED WITH SUPPORTS, HANGERS, ETC. 7. UNDERGROUND WASTE LINES 3 AND ABOVE TO B� PVC SGH. 40 AND SLOPE a I/8'/ FT. PERFORATED CAP FOR r 1 WASTE LINES 2" AND UNDER, AND ABOVE GROUND PIPES SLOPE a 1/4"/FT. VENT, 12 HIGH I 8. PROVIDE FULLY ACCESSIBLE CLEAN OUTS ON SANITARY AND ANY WASTE PIPING AT EVERY CHANGE OF DIRECTION, AND AT BOTTOM STACKS. CLEAN OUT LOCATIONS 3/4" CONDENSATE AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE. DRAIN / 3" TRAP UNION AND C.0 TO J. VENT LINES TO EXTEND 9" MIN. ABOVE ROOF AND FLASH WITH LEAD. GREEN AREA I 10. WATER PIPE BELOW GROUND SHALL BE COPPER YPE "K." ABOVE GROUND TO BE COPPER TYPE "L". OR APPROVED CPVC . NO JOINTS ALLOWED UNDERGROUND. A.i-I.U. SUPPORT 11. PIPING A. SUPPORT ALL PIPE FROM SOUND PORTIONS OF 51 RUGTURE AND AT PROPER NO COM USTIBLE INTERVALS ACCORDING WITH CODE. MATERIALS WITHIN A.H.U. ROOM 114 B. PROVIDE SLEEVES FOR ALL PIPING PASSING THS OUGH FOUNDATION SLABS OR i 1 MASONRY WALLS, CAULK OPENINGS BETWEEN PI AND SLEEVES. LROUVER DOOR-1L--► C. WHERE EXPOSED PIPES PASS THROUGH FLOORS, I JALLS, OR CEILINGS, PROVIDE WHEN APPLY ESCUTCHEONS FIRMLY SECURED TO THE PIPES AND OF SUFFICIENT OUTSIDE SECONDARY -- DIAMETER TO COVER THE SLEEVED OPENINGS FOR THE PIPES. PROVIDE DRAIN CHROMIUM PLATED ESCUTCHEONS IN BATHROOMS. 12. INSPECTIONS AND TESTS A. CONTRACTOR SHALL BE RESPONSIBLE TO ASK FC R INSPECTIONS TO THE AUTHORITIES HAVING JURISDICTION, AS THE WORK PROGRESSES. ALL SYSTEMS SHALL BE TESTED BY CODE AND/OR LC CAL REGULATIONS. B. DRAINAGE PIPING: BEFORE INSTALLATION OF Ahrr DRAINS, THE ENDS OF ° SYSTEMS SHALL BE CAPPED AND ALL LINES FILL D WITH THE WATER TO THE HIGHEST POINT AND ALLOWED TO STAND UNTIL IN 5PECTICN IS MADE BY AN OWNER REPRESENTATIVE. 13. STERILIZE ALL WATER LINES WITH A MIXTURE OF TWO (2) POUNDS OF CHLORINATED LIME TO EACH 1.000 GALLONS OF WATER (50 OF AVAILABLE CHLORINE). �POPOSED WO THESE PLANS AND RETAIN MIXTURE IN PIPES 24 HOURS AND FLUSH T OROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE. SUBJECT O � CORRECTIONS ARE . ECmO THAT INSTAL 14. COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN iN-SERVICE TEST AFTER COMPLETION OF THE INSTALLATION. REQUIRED ByREI. SENEL'rES INS ARYINDRDERTO NO ^jGAL MAY A501 InARLE CODES. Y DUCTS IEEE PLAN VIEW) \\ 1NSUL R-b METAL ROUND rMI1,UCT QUADRANT OPERATOR TO BE OUTSIDE INSULATION WdERENECESSSARYY UUARD AIR FLOW INSULATED FLEX DUCT./ I11x" F/CTOITW POLYETWELENE AND WIRE STEEL AIR CONDITIONING SYSTEM - GEsIER L NOTES: I. DUCTWORK SHALL BE 1 1/2" THICK, 3 POUNDS PER CUBIC FOOT DENSITY FIBERGLASS WITH VAPOR BARRIER, UNLESS OTHERWISE SPECIFIED. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND ACCORDING TO "ASHRAW AND "SMACNA" STANDARDS. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH X HEIGHT. DUCT SYSTEM SHALL COMPLY WITH "NFPA" STANDARD NO. 90A AND/OR SOB. DUCTWORK AND COMPONENTS SHALL BE CLASS I MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS. AIRFLOW 2• COORDINATE LOCATIONS, SIZES AND OPENINGS WITH OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM A/C CONTRACTOR SHALL USE THE BEST PRACTICES OF THE TRADE IN ADJUSTABLE VOLUME THE FABRICATION AND INSTALLATION OF THE SYSTEM. DAMPER -SEAL JOINT WITH 3. DIFFUSERS SHALL BE SELECTED, LOCATED, AND BALANCED IN ORDER EPDXY 4 DUCT TAPE THEY DELIVERTO ENTIRE ROOMY AND DRAFT EE TO MAINTAIN THE FOLLOWINCFM G CONDITIONNS PERFORATED D$MUBER ��;;• TYPICAL DIFFUSER CONNECTION DETAIL CONNECTION DETAIL NO SCALE CE IL ING PART IT ION -0 PROVIDE 4" CLEARANCE ALL AROUND AHU EW14 111 DR --2 "A/C C.D. UNDERSLAB TO COMPLY WITH FBC (PLUMBING) SECTION 1110.3 %ER UNIT %TION DETAIL HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR x FIRE DAMPER (S) x SMOKE DAMPERS x FIRE RATED ENCLOSURE x FIRE RATED ROOF/FLOOR CEILING ASSEMBLY x FIRE STOPPING x SMOKE CONTROIL x T SWITCH EMERGENCY -DRAIN PAN .I-- FLOOR PIPE INSULA INSIDE OUTSIDE RELATIVE HUMIDITY COOLING - "16' DB 91 DB - IS WB 50% TO 60% HEATING - "10' DB 41' - DB 4. ALL FAN UNITS, MOTORS, COMPRESSORS, ETC. SHALL BE ISOLATED, AS REQUIRED TO OPERATE QUIETLY SO THAT NOOBJECTIONABLE SOUND WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY, MOTOR HUM, VIBRATION, OR MECHANICAL MOVEM♦INT. 5. A/C SYSTEM SHALL HAVE CLEANABLE AIR FILTERS LOCATED AS REQUIRED FOR EASY ACCESSIBILITY. 6. A/C SYSTEM SHALL BE CONTROLLED BY A THERMOSTAT. MOUNT THERMOSTAT V-O" ABOVE FINISHED FLOOR, U.ON. 1. ALL GRILLS AND DIFFUSERS TO BE ALUMINUM OR STEEL CONSTRUCTION. DIF- FUSERS TO HAVE OPOSED BLADE DAMPERS. PROVIDE GASKETS ON ALL GRILLES AND DIFFUSERS. TITUS OR AIREGU:DE OR APPROVED EQUAL WIITH ENAMEL FINISH S. UNDERCUT DOORS I" AFF. FOR R/A FOR ROOMS WITH LESS THAN 110 CFM FOR ROOMS WITH OVER I(O CFM PROVIDE RAG. AND TRANSFER DUCT. S. ALL REFRIGERANT PIPING SHALL BE COPPER - TYPE L - ACR TYPE, DEHYDRATED AND SEALED. ALL FITTINGS SHALL BE WROUGHT COPPER ALL JOINTS SHALL BE MADE WITH HIGH TEMPERATURE BRAZING ALLOY OF NOT LESS THAN 5% SILVER PIPING INSTALLATION NOT LESS THAN 3/4" THICK "ARMAFLEX". LIQUID AND SUCTION LINES SHALL BE SIZED ACCORDING TO EQUIPMENT MANUFACTURER'S RECOMMENDATIONS FOR EQUIVALENT ACCESSORIE SHALL BEOCONSTRUCTED ASNSUC•IGES ED BYPEQUIPMENT MANUFACTURER ALL PIPING SHALL BE EVACUATED PER GOOD PIPING PRACTICE BEFORE START-UP. ROOF CAP. CONDENSING, � UNIT CLG. REFRIGERANT LINES- BOL?° FROM AIR HANDLER BASE THRU CEILING SPACE OVER CONDENSING UNIT OUT CI INSTALLATION DETAIL NO SCALE BASE 'FLOW SIZE OF TYPE OF SCHEDULE. EXHAUST DUCT EXHAUST FAN "4 DUCT -DETAIL N.T.S. 'EN STUDS Dt OR LAG THRU AND WINDS ANCHOR rl TAI [OI II I JUC W: AAAAA REVISIONS BY OI/13/05 D.G W 0 0 p 0 Z O N W a Z K 3 a F 0 W 00 W 0) � o to � 3 = I rq I N) O d N a 0) O' r Lo o a N' O W 0 0 O W 0� n.. U) LO Li o T U~ L W V) cr_ Z J w O - O < Z T X 0- z Q Q N N O W LL O V J U L (D W O a Z 0 0 N S13111H3dV'm'xm 0Zz /� 0 U 700 Z o Z z 0 1 J M OoL Z W F O co 3 z m GUERRERO/GONZALEZ ENGINEERS, INC. G Michael Guerrero, P.E. Mechanical al EnLta. Rafael L Gonzalez, lez, P.E. #11 4300 Electrical E73 LIc. nue, S Miami, S.W. 73rd Avenue, Suite #107A Miaml, Florida 33155 Tel. (305) 262-3944, Fax (30.5) 262-3211 E-mail: PROJECTSOGUERREROGONZALEZENGINEERS.COM w a 0 a a it U N a: N w rc a w m w w x a Z v, 0 r U14/OS REGIST. No AR-7 7 1 2 SCALE N T 6 CHECKED BY R.S. DRAWN BY D.F. DATE 02/09/04 JOB 031�0 SHEET OF SHEETS FIRE SPRINKLER NOTES: I- THE FIRE SPRINKLER SYSTEM INSTALLATION AND MATERIALS SHALL BE IN COMPLIANCE WITH APPLICABLE CODFS, IN LUDING N.F.P.A 013 AND THE SOUTH FLORIDA BUILDING CODE. 2- ALL PIPING 2" AND SMALLER SHALL BE ALL IE "XL" (OR EQUAL) WITH CAST OR DUCTILE IRON FITTING 3- ALL NEW PIPINK 21i2" AND LARGE SHALL BE SCHEDULE 10 LIGHTWALL WITH WITH GROOVED DUCTIBLE IRON FITTINGS. 4- HANGER SIZE, TYPE AND SPACING SHALL BE IN ACCORDANCE WITH N.F.P.A. "13 C SEE DETAIL) 5- ALL MATERIALLS SHALL BE NEW AND LISTED F R FIRE SPRINKLER SERVICE. ro- SPRINKLER SYSTEM SHALL BE INSTALLED BY N APPROVED STATE CERTIFIED AUTOMATIC FIRE SPRINKLER CONTRACTOR. "I- ALL PIPING TO BE FLUSHED IN ACCORDANCE WITH NFPA 013 S- ALL CONTROL VALVES, AND WHERE INDICATED ON THE PLANS, SHALL BE SUPERVISED IN ACCORDANCE WITH N.F.P.A 013 9- ALL PIPING SHALL BE HYDRAULICALLY TESTED TO 200 P.S.I FOR TWO (2) HOURS. -------------- 10- ALL PIPING SHALL BE HYDRAULICALLY SIZED PER N.F.PA. #13 COV. II- SPRINKLER CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO INSTALLATION. 12- ALL SIGNS, INCLUDING, BUT NOT LIMITED TO. MAIN DRAIN, MAIN CONTROL, INSP TEST I CONN. AND HYDRAULIC INFORMATION SIGN TO BE PROVIDED AT COMPLETION OF THE PROJECT 13- SPARE SPRINKLER BOX (12 HEAD CABINET) TC BE PROVIDED AT BASE OF RISER AT COMPLETION OF PROJET. PA LOR, 14- FIRE SPRINKLER SYSTEM TO BE MONITORED T14RU ALARM PANEL. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO A PCH. FOR APPROVAL. 1 CONCRETE STUB OR DRILLED) ALL TREADED-�/ HANGER ROD COUPL ING ALL HANGERS, HANGER RODS, CLAMPS, COUPLING, ETC. SHALL BE PROVIDED WITH FACTORY APPLIED HOT DIPPED GALVANIZED FINISH FOR CORROSION PROTECTION =' ^'-) /ROOF SLAB HANGER RING HANGER DETAIL N.T.S. INSP TEST AND—\ DRAIN VALVE ,TO SYSTEM PRESSURE GUAGE CONTROL VALVE W/ TAMPER v A TYPICAL RISER DETAIL NTS THE A RE cc I I I GUEST SUITE ,''// %' / 2 CAR GARAGE II/4n II/4u. }1 1' �I O PLANS At1M AFL PF OPOSED WORK SUBJECT TO CORRECTIONS IRED By I'ao blll.e ECT ORS THAT Y BE NEC"� RY I ORDER TO SLY �6 H ALI APPLI ABLE CODES. O I P /4.. BI 1114" E FP 1,4" FIfR5T FLOOS, 11411 GIi GUERRERO/GONZALEZ ENGINEERS, INC. Michael C. Guerrero, P.E. Mechanical Eng. Lic. #15235 RafaelL. Gonzalez, P.E. Electrical Eng. Lic. #11057 4300 S.W. 73rd Avenue, Suite 1107A Miami,', Florida 33155 Tel. (305) 262-3944, Fax (305) 262-8211 E-mail: PROJECTS®GUERREROGONZALEZENGII S10111F10dV:: M'Mml O� z U' � 0 Z � a O= 0 J IL Lam Oa O3 (R Z Z m ^ 0 5 z 3 w 0 a w � Vs o A H ,� Q w LL U K U— O t1i O a Q v O Lp r lu —I o a p Q Z < w rc m o d N <1 F z � W W � w O V ® ® 3 rc of of r o a g � i a m d o w O � w � a. u{ Z a I 0 3 o w w � a a z 3 UNIT BLD. SCALE j/4" e j'-0" CHECKED BY R,S, DRAWN BY Z)F. DATE 04/16/04 JOB 0316 SHEET (?F SHEETS 9/19/04 RAUL R. SOTOLONGO REGIST. No AR-7 7 1 2 BA CONK 5ALGONY E I ----------------------- - -------------- I --------------------- -- - 10' ----- - -- 5" X 7'-0" ----- ---- -------- STUDY/Or—s=2G E 14' i1, X 10I-5 _ 301 201 IN ING RO M --------------- LIVING ROOM 202 " I MASTER BEDROOM ;` L 13 -0" X L. 302 ❑. -- - D N N ' --------------- ELEV I' O ° ELEv ----r ---- KIT(I„ I„ o U n _ _Al THESE PLANS Ail!D A PPOPOSED WORK ARE SUBJECT TO S M Y CO "'=TIONS REQUIRED BY s aILD 3 w. , m OR5 THAT MAY BE NS.CzEZ €: Y IN ORDER TO COMPLY WI UH AI 3, 0 3LE CODES. II L�-" r4z�' I' I =L/ 0 /ill w 0 O 1 C7 Y 3 M O a m o: GUERRERO/GONZALEZ ENGINEERS, INC. Michael C. Guerrero, P.E. Mechanical Eng. Lic. #15235 Rafael L; Gonzalez, P.E. Electrical Eng. Lic. #11057 4300 S.W. 73rd Avenue, Suite #107A Miami Florida 33155 Tel. (305) 262 3944, Fax (305) 262-8211 E-mail: PROJECTS®GUERREROGONZALEZENGINEERS.COM Z Z a V) 0?N Cr 0 0 a- F"� o LL O 6 U 11I=VISId3IJS BY W � W N I` 0 c9 0) 0 QO = N7 N 0 � I N O Q 0)_W 0O Lo W (n W I) ^ OJ w o I U � W W v', _ Z J O O Z Q T X o- Q ff O W LL 0 J U W O o 0, �- 0, O s N S10111HOdV:: z 0W O 071 U z2 a 02 0 N N J s w OLL h F 0 -- z m 0 N K H J O_ 3 j Z O ' u J- I III rc w � z z o � 0 V z S /� U o U O M/I W W (J Z �JV,Yy �� U U m W _ U J O O a w m a1'a� 11 0 z a U N g LL 7 f-- w w 2 w z N (J 3 UNIT BLD. SCALE CHECKED BY R,S. DRAWN BY i DATE 0411 p/04 JOB 031 Cj SHEET L--FP-2 ,,F SHEETS 8/19/04 RAUL R. SOTOLONGO REGIST. No AR-7 7 1 2 F a 0 d m o' oL z< a 0 N S N w N K N w a x w w 2 z N m it I I , -- ------ COV. PATIO ; I I I CEM GARAGE 1,, 2" I I 1° 1 I ----------------------------- 0 --- --- ---- _i- --- i0R , < I 2 BFP 61 d 2" 1 /4 11 EA THESE PLAI Wn ¢" , ARE SUDJECT TC REQUIRED 0W MAY 6E NEC,z COMPLY WI' 73POSED WORK ERECTIONS 'LC e ORS THAT A ORDER TO 9.itiA ;L CODES. STOR. �I S i 'I — --- ----- ------ GOV. BALCONI 8'-0" X 5'-0" LIVING ROOM 14'-0II X 1&1-4II lot-o" cL� of 1„ r D ININCs ROOM OI-c l X I1'-4" 2 ° I 1114 ------------------------------ 4" U RY 1'/4" 3 ` 1„ KITCI-4EN IO'-O" GLC� gDN o° I 1„ DEN r 10'-10 X I�I-�II 10'-O" CLCx I ' OWDE I„ ROOM O I n I ----------------------------------------------------------- COY. BALC I X 3 -10 , CONS FLOOR 11411 AZALEA AZALEA GUERRERO/GONZALEZ ENGINEERS, INC. Michael C. Guerrero, P.E. Mechanical Eng. Lic. #15235 Rafael L. Gonzalez, P.E. Electrical Eng. Lic. #11057 430Q S.W. 73rd Avenue, Suite #107A Miami, Florida 33155 Tel. (305) 262-3944, Fax (305) 262-8211 E—mail: PROJECTSOGUERREROGONZALEZENGINEERS.COM 11 Y 3 i u3 0 O } m o U z i c� w co 0 0 a a d z LL a U Z' REVISIONS BY f— I I , -- ------ COV. PATIO ; I I I CEM GARAGE 1,, 2" I I 1° 1 I ----------------------------- 0 --- --- ---- _i- --- i0R , < I 2 BFP 61 d 2" 1 /4 11 EA THESE PLAI Wn ¢" , ARE SUDJECT TC REQUIRED 0W MAY 6E NEC,z COMPLY WI' 73POSED WORK ERECTIONS 'LC e ORS THAT A ORDER TO 9.itiA ;L CODES. STOR. �I S i 'I — --- ----- ------ GOV. BALCONI 8'-0" X 5'-0" LIVING ROOM 14'-0II X 1&1-4II lot-o" cL� of 1„ r D ININCs ROOM OI-c l X I1'-4" 2 ° I 1114 ------------------------------ 4" U RY 1'/4" 3 ` 1„ KITCI-4EN IO'-O" GLC� gDN o° I 1„ DEN r 10'-10 X I�I-�II 10'-O" CLCx I ' OWDE I„ ROOM O I n I ----------------------------------------------------------- COY. BALC I X 3 -10 , CONS FLOOR 11411 AZALEA AZALEA GUERRERO/GONZALEZ ENGINEERS, INC. Michael C. Guerrero, P.E. Mechanical Eng. Lic. #15235 Rafael L. Gonzalez, P.E. Electrical Eng. Lic. #11057 430Q S.W. 73rd Avenue, Suite #107A Miami, Florida 33155 Tel. (305) 262-3944, Fax (305) 262-8211 E—mail: PROJECTSOGUERREROGONZALEZENGINEERS.COM 11 Y 3 i u3 0 O } m o U z i c� w co 0 0 a a d z LL a U Z' REVISIONS BY f— W co W � � N 0 0) �D U) 00 I 0 d- T 0 N p) O LO I o N p tO LO W w V� �. Z O 'n O T _j U W J Z O = O Z T X 0_ Q IZ Q 0_ LL o w O r) W U O I r•� l � w w z a o Q s 0 i-F z `J\'+- 1 I� o U 0 o M ` U U w U 0 a I— � w m a z a z ® � � w w z a 3 UNIT BLD. SCALE 1/411=11-011 CHECKED BY R,S. DRAWN BY D F. DATE 04/1&/04 JOB 0316 SHEET a $ OF SHEETS 8/19/04 RAUL R SOTOLONGO BEGIN. N° AR-7 7 1 2 C.0 0 3FF i -a- N 3ALCONY BALCONY ----- - --- -- — - -- - -- COY. TERRACE 101-5" X 7I 0II 10'-5" X 1'-O" M. BATH I o0 GUEST SUITE � LIVING NCB R �j"'I � �,LD 1 10'-0" GLCa 7=4- 201 I" I I, ® BREAKFAST X 1I.QII 301 PARLOR o -o° cL� T — k s r,wl, =0 MASTER BEDROOM ....",.,...e ,,Ju__..... k Fl12.,■■ '----------- r,� I � I S 1 03 1, I H O 21 b' I„ 0 w a I , z O' 0' GLCa I z I O o __ ____.___ a � LA - z i i I .,, 0 3 . I f ---------------------------------------------- Q I° HIS ' ---------------- D N iNCx ROOM .. .. �„ 4 o w O � o i� z I I IF , ' d - -� L a HERS o 1111116 Q 2 CAR GARAGIE L D N BEDROOM 2 .� ill-allX II o � 1J_. , o I 13'-0" X Ib'-C.i" P WE) ROO O !�ul a K Uw I 0 T -- -- r r O ®,- 1,,4„ F o m a z a m U V.f. la i F=IF,ST FLOOR 1/4 w x CC#jam 1{R CF {II 2 a - i Y n O Q W o a THESE PLAba PROPOSED ORK a 0 a w 0 0 z a K } O V S N > W N W w a w VESUSItl REQUIRE , , 4; ORS HAT MAy EEI, 1 O1iDER 0 COMPLY V*L'L .l :.4 LE COPES. GUERRERO/GONZALEZ ENGINEERS, INC. Michael C. Guerrero, P.E. Mechanical Eng. Lic. #15235 Rafael, L Gonzalez, P.E. Electncal Eng. Lic. #11057 4300 S.W.73rd Avenue, Suite #107A Miami Florida 33155 Tel. (505) 262-3944, Fax (3��) 262-8211 E—mail: PROJECTS@GUERRER086NZALEZENGINEERS.COM 3 UNIT° BLD. SCALE'11411=1'-OII ` CHECKED BY I.S. DR%Xwxy ' a DATE 04/16/04 JOB 0316' / SHEET H-4 OF SHEETS 8/19/04 RAUL R. SOTOLONGO REGIST. No AR-7 7 1 2