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HomeMy WebLinkAboutApproved Plansarm Vile C Building Perinit planningDevelopineut Sel,NieesDepartment T", Building & Regulations Owners Name DAN AND BRENDA REGAN Applicant: Product Opening Design Product Rated ManiftcAurer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Tym +50.0 -54.2 +80 -80 PG INDUSTRIES SINGLE 9t01f6 L. 16-0174.06 T6" LA /NATED 1 lAfitltic+s .I. +150 -150 +150 -150 PGT NDIISTRIEc ALUM CLIPPED ULL 12-0127.07 SEE DET'L SNT A-10 FOR DET L li Mul+68 -68 PG INDUSTRIES PIT E 16-0629.14 �6" LA INAT Jlk 4 Fixed Class 4200 6200 TYPE D Block Glass NA NA NA COMM # 2 I 1 COMM # I Skylights NA NA NA Sliding Glan Doors +45.3 -50.6 +76.7 -85 P T INDUSTR/ES SGD 770 L.M.I. 16-0629.06 ,* 2 SiWiag Type Doom NA NA NA +47.6 -51.8 + 50 -50 JELD WEN FL-16674.4 SEE PRODUCT APPROVAL French Doors Garage C1s NA Hurricane Protection NA NA NA NA NA NA COMM 4 Ralf Ventilation SUNLAST META + N/A Roofirig Material METAL Pk R/METER r NAIL STRIP ( TANOING FL I7701.3 . 3 PEAL AND STICK COMM # 29 MFM BUILDING PRODUCTS FL 11842.5 * 5 I have lelitielved the above components or cladding and I have, approved their Ilse in this structure. These products provide adequateresistance to the wind leads and forces specified by current. code provisions. 34hA13S - 17 (/2� P1/?x. FROM TOP CORNERS Js ' FROM BOTTOM CORNERS .iF I/ " 2ACON SCREWS I--I/a" EMBED ir MAX SELOW MTG. fIAIL SILL - ANCHORS NOT REQUIRED 6" FROM CORNERS 12" ALL AROUND WINDOW ak 2 I/4' TAPCON SCREWS 11/2' INTO A 6 AT NEAD. 8" MAX FROM CORNERS AT SILL & 2P' 0. C. AT JAMBS 6" MAX FROM BOTT dr 24" O.C. P NOOKS 8" MAX FROM 80TT COMM # 2 * 2 I/4" TAPCOA/ SCREWS 1l/2' EMBED C5 + 2 TOTAL AT CLUSTER ASTRAGAL OR I (FOR SPLICE INTERLOCK-1 CONDITION, USE CENTERLINE C6"CLUSTER DETAIL) Imo'- 7" - 2 7" --1 EXT nRIOR 4" DIAG. 2-TRACK FRAME HEAD/SILL Q ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUE fER ANCHORS ARE REQUIRED, "C5") � 4S CONN # I z LXTjE 1 I COMM # 1 ,* 5 General Installation Instructions: Planning & Development Services Department :Building & Code Regulations Division 2300 Virginia Avenue Fort Pierce, FL 34982 772462-1553 Design Certification for Wind Load Compliance This Certification must be completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior structural walls, columns or other components are being affected) and certain other minor building permits. For fiutherassistance, please contact the Building Inspection Office at (772)462-1553 Project NameDAN AND I3RENDA REGAN Permit Number Street Address PRO ERTY APPRAISERS e Occupancy Type JENNEFROM N L. 34957 Construction T ) m e Certification Statement: I certify that, to the best of my knowledge and belief; these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. mgldonc Used: (Pleaseebeck or complete the appropriate box.) I Florida Building Code 20 14 Edition with 20 Supplements and ASCE 7 -10 2. Building Design is: Enclosed: X Partially Enclosed, Open Building: ZZ7.46' NAVD 3: 12 f 0.18 3. Mean Roo[ Hedghf: Roof Pitch: Internal Pressure Coeldicient: 4. Width of End Zones Y-0" Wind Speed: 170 mph (3 wr. gust) 5. Building Classification Table 1-1. ASC'E 7 -10 FBC Table 1604E N.A. RISK CATEGORY' 11 D 6. Wind Exposure ClassitN Lion: Adjustment Factor for Exposure & Height 7. Components & Cladding Wind Pressure on Roof Zone 1 -45"8 2 -69.6 3-117.6p 8. Components & Cladding Wind Pressure on Wall Zone 4 -54.2 5 -63.3 psF 9 Components & Madding wind Pressure on Overhead Garage Door +42.6 46.9 pSP, 10. Loads: Floor 55 PSF Roof/dead 15 d'SF Roofflive 30 PSF 11. Shear Walls Considered for Structure? Yes X No . (if No, attach explanation) 12. Continuous Load Path provided? Yes X No _ Of No, attach explanation) 13, Are Component and Cladding Details Provided? Yes X No_(if No, attacbexplanation). 14. Minimum Soil Bearing Pressure: 2500 Presumptive. X By Test: PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of my knowledge and belief, Name: Design Firm: _ Date: • Product to be applied directly to a clean dry surface. • Prime any weathered surfaces. Dens Deck must be primed with asphalt base primer. • Starting at the low point of the deck, peel back 12"of the release liner, align the membrane and press into place onto roof deck. • Adhesive is pressure -activated, so press firmly into place lasing uniform pressure with a 2-3" heavy steel or rubber roller to seams and overlap. • Overlap end laps a minimum of 6". Side laps must be a minimum of 3". • Store product in the carton in a dry place until ready to use. Keep product out of direct sunlight. • Apply membrane only in fair weather when the air, surface and membrane are at a minimum temperature of: 50' F • Not to be applied over active solvents or sealants, EPDM rubber or products containing silicone. • Do not expose product to direct sunlight for more than 60 days. Refer to the manufacturer's installation instructions as a supplemental guide for attachment. 302"9 Flame spread index and smoke -developed index for wall and ceiling finishes. Flame spread and Smoke index for wall and ceiling finishes shall be in accordance with Sections R302.91 through R302.9.4. R302.9.1 Flame spreadindex. it Wall and ceiling finishes shall have a flame spread index of not greater than R302.10 Flame spread index and smoke -developed index for insulation. Flame spread and smoke -developed index for insulation shall be in accordance with Sections R302.10.1 through R302.10.1 Insulation materials, including facings, such as vapor retarders and vapor -permeable membranes installed within flooriceiling assemblies, roof/ceiling assemblies, wall assemblies, crawl spaces and attics shall have;a flame -7ccord?.nce with 4STFA E :' or Aj CORN # 5, & 6 i !. I uQMCEALED rA,STENtRS OR ATTACHhitMiS ARE T'HE RESPOMSIBILI'TY OF THE D9H1R1ACTQR OF REC9RIl THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT �z_l'�IAY BE NECES(4 RY-IN ORDER TO COL PLY WaH A,�.h`hPPLICACZ CORES.' DRAWING INDEX ARCHITECTURAL ALL MANUFACTURES M®LES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 0 MSS_ 0M cT LUCTF rna „ > TPA RITU T)TNr2 DIVISION REVIEWED FOR mtL�v._VCE RLIILSI'L 6-DVG DATE PLANS AND PER HT MUST EE KEPT ON JOB OR NO INSPECTIONWILL &E Pi:-4DE. A-1 BUILDING DEPARTMENT FORMS A-2 I SITE PLAN / SITE DATA / DESIGN CERTIFICATION FA-37 FOUNDATION PLAN PC-47 I FLOOR PLANS PC-57 I EXTERIOR ELEVATIONS PC-67 I ROOF FRAMING PLAN PC-77 FIRST FLOOR AND SECOND FLOOR FRAMING PLANS A-8 TYPICAL WALL SECTIONS A-9 STAIR SECTIONS & DETAILS A-10 I ND DOOR SCHEDULES A-11 SECTIONS A, B , C. E-1 FIlZST ANS SECOND FLOOR ELECTRICAL PLANS FE--27 I ELECTRICAL SCHEDULES P-1 PLUMBING PLAN / RISER DIAGRAM M7MECHANICAL PLAN M-2 MECHANICAL SCHEDULE AND NOTES GENERAL NOTES CONTRACTOR TO NOT DEVIATE IN ANY WAY FROM THE WORKING DRAWING WITHOUT WRITTEN PERMISSION FROM THE ENGINEER 1. GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL VISIT THE BUILDING SITE AND VERIFY ALL CONDITIONS PRIOR TO SUBMISSION OF BID. 2. ANY ERRORS, AMBIGUITIES AND OMISSIONS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL BE REPORTED TO A/E FOR CORRECTIONS BEFORE SUBMISSION OF BID. 3. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACT AND/OR MANUFACTURES FAVOR OR BY VIRTURE OF ERRORS, AMBIGUITIES AND/OR OMISSIONS WHICH SHOULD HAVE BEEN DISCOVERED DURING THE PREPARATION OF BID ESTIMATE AND DIRECTED TO A/E ATTENTION IN A TIMELY MANNER. 4. WRITTEN DIMIENSIONS GOVERN. CONTRACTOR SHALL VERIFY ALL DIMIENSIONS. IN THE EVENT OF CONFLICT, THE A/E SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH ANY WORK. .5. CONTRACTOR AND SUBCONTRACTORS DOING WORK ON THIS PROJECT SHALL FURNISH DAMAGE INSURANCE AGAINST ACCIDENTS OF ALL HINDS AND THE OWNER SHALL BE FURNISHED WITH A CERTIFICATE OF SAID INSURANCE. CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY WORKER'S COMPENSATION INSURANCE ON ALL WORKMEN EMPLOYED ON THIS JOB. 6. ALL WORK PERFORMED SHALL CONFORM TO THE LATEST EDITION OF THE 2010 FLORIDA BUILDING CODE AND ALL APPLICABLE COUNTY ORDINANCES, AND SHALL BE COMPLETED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE REPECTIVE TRADES. 7. CONTRACTOR IS RESPONSIBLE FOR THE PROPER EXECUTION OF ALL WORKS, NOT WITHSTANDING THE APPROVAL OF SHOP DRAWINGS, DESIGN MIZED, LABORATORY INSPECTIONS AND REPORTS, ARCHITECTS AND/OR ENGINEER'S FIELD OBSERVATIONS, THE LIKE OF WHICH ARE INTENDED TO ASSIST BUT IN NO WAY RELIEVE THE CONTRACTOR OF HIS/HER RESPONSIBILITY. 8. INCLUDED IN THE RESPONSIBILITES OF ITEM 7 ARE THE FOLLOWING: A. EXECUTION OF ALL WORKS IN A PROPER AND SAFE MANNER FOR ALL PERSONS, EQUIPMENT AND PROPERTIES. B. DESIGN, ENGINEERING, CONSTRUCTION AND HANDLING OF AL FORM WORK AND TEMPORARY STRUCTURES. C. SPECIFIED STRENGTH AND PROPER PLACING OF CONCRETE. ALL CONCRETE AND RELATED WORK INPROPERLY PLACED AND/OR TESTING UNDER STRENGTH SHALL BE REPLACED WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. 9. ROOF TRUSS FABRICATOR TO PROVIDE DESIGN AND SHOP DRAWINGS FOR TRUSSES. SUBMIT SHOP DWGS FOR WRITTEN APPROVAL BEFORE FABRICATING 10. SOIL SHALL BE COMPACTED TO A MINIMUM OF 95 MODIFIED PROCTOR METHOD. 1t. SOIL BEARING IS DETERMINED TO BE 2500 PSF. IF SITE CONDITIONS VARY, CONTACT ENGINEER OF RECORD. 12. SOIL SHALL BE PRE-TREATED FOR SUBTERANEAN TERMITES 13. ALL PERMIT FEES SHALL BE PART OF THE BASE BID OR PROVIDED IN BASE BID AS AN ALLOWANCE. 14. WEATHERING AND TERMITE PROBABILITY AREA TO ADHERE TO FLA RES 2010 TABLE 301.2-1 A. WEATHERING IS "NEGLIGIBLE" FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP [FIGURE R301.2(3)]. THE GRADE OF MASONRY UNITS SHALL BE DETERMNED FROM ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 OR C 652. w `° M A/ d� 110 w M ' N a; M W � zM h CrI a ao V M a rz+ x w 00 e4 N� knkn � , eq 0 A W) Ra W Q z z%ff�Aw a rn Q � W aAz W QO WW QO z � 0 a O W U Cn H M N F EW'+ � A `O v] 0 Insulation, Installatio Design Uplift Pressure' Optional. Rigid insulation board, 3" maximum thickness and Shall comply with FBE 2014 section 1508-2. W rnanufactuarer's recsrrr mended detads and SAS 133" n *Maximum Desigsk pressures include 2.1 Safety Factor QUALITY A&S-URANCE: The manufacturer has demonstrated compliance of the roof parcel products in accordance with the Florida Building Code and Rule 61G2D-3 for manufacturing ur under quality a-5urance program audited by an approved "Quality Assurance Entity through KEYSTONE CERTIFICATION, INC. (F-8C ID fl QUA 1,824) Cade Compliance. This product described herein has dernnnstrated compliance with the FBE. 2014 section 1523.6.5.2_4.1 Evaluation Report Scope, This product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Grade, as related to Rule 6IG20-3 Systern Limitations: The required wind loads; shall be determined foreach project per FBC, 2014. The makimurn, fastener spacing herein snail not be exceeded. Any rational analysis computation shall be prepared by a qualified design professional and - compliance with FBC 2014- Reference Data - Entity Report ss_ Star lard Year Hurrkzn Test Lai caa-ataayi. )TST 1527) 0412-0306-06 TAS 125 2003 rR fV A o4 2-120 7 TAS 125 20003 412-t 2147 TAS 125 2003 Architectural Testing Inc. MT 1527) C6413 01-450-18 REVS TAS 125 2003 r Ri ComaTuction Materia is Technologies (TST 7S) sFIvl"2-0-Q1 TAS 100 1139S F'RI ctinstruction Materlars Te ndogies (TST5878) AUC-4301-02-01105 TAS 110 2000 FfRI ConstiucuGn materials Tedwologies MT5878A C -02-€91 5 ASTM B 117 2002 Akao Nobel oa ' , ire.. Lab farm ASTM G 153 . :' FL #11-706. 3 sunlastivietai arc R 17701.4 trl "O" . TYPICAL ASSEMBLY ISOMETRIC VIEW stfig r, z': COMM # 4 BOAT LIFT �Ql ti 1000 Z am 4�'c /' .A hi INDIAN RIVER I9 1 IN 011�1�4$E BRICK T a FIN t W. FLOOR TO 0 BE 71- 4" NAVD 19 FLOOD ELEVATION IS E 7.0' NAVD B o a' w Pv GRASS L1: 30 WIDE CO C o SIDEWALK r` 2' 6" z 00 LCFP 387 O TRANSFORMER SEE SNT A-3 FOR STAIR SECTION 7' LOT 388 BRICK PAVERS aY d w � 0 M ' N W Z�� F�l O � t4r) N O a N � W F4 M .. a W � W Fj ti A H � o~o ao en M x oti is (` (2N a Q' � Q R C) gk M rs+ U G��,� ��a 9g l A w F~ �0- 0, S• a �e Z � O SES P Fir, EV SITE CALCULATIONS o W L0TS.F. = 1949 SF. 0-1 U A/ C11I.ST FLOOR =780 S F. a A/C SF SECOND FLOOR = 921 SF TOTAL A/C SF = 1701 SF tin GARAGE = 138 (. F. TOTAL CONCRETE COMM # 43 ON THE GROUND = 955S. F. = 48 X THE LOT COVERED FRONT PORCH UNDER ROOF = 33 SF 77 COVERED REAR PORCH UNDER ROOF = 19 SF BRICK PAVERS ON GROUND = 428 S F. PERVIOUS LEGAL DESCRIPTION LOT 387, NETTLES ISLAND PROJECT, SECTION 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, PAGES 1, lA THROUGH IJ, OF THE PUBLIC RECORDS OFST. LUCIF COUNTY, FLORIDA. PROPERTY LOCATED IN FLOOD ZONE "AV" BASE ELEVATION 7.0 N.A. V. D. 88 COMMUNITY PANEL NO.:120285-0311-J DATED: 0211612012 PROPERTY STREET ADDRESS: 387 NETTLES 8LVD. JENSEN BEACH, FL., 34957 CERTIFIED T0: H a w A C'7 A M File copy 7" CONC SLAB W/ #5 BARS @ 121,0.C.E.W. TOP &BOTT. 7.97' NGf 0 #5 AT EA END � & MID ---- f?- .a 0 ` SIMPSON ITS12 TWIST 1010 STRAP @ EA TRUSS `m 3.46 NGVD n tl= }b, Y• 2 x 4 WOOD STUDS P.T. _ @ 16" O.C. I-0" 12" W10E x 16" DEEP 2 x 4 WOOD FIRESTOP CONC FTG, W/ 2 #5 CONT. SECTION " C " SCALE %" =1'-0" 73/4' STEP FIN Pt Y VD 7.5' NAVD SLOPE'/2' 2.8 P. T. WOOD F000RJST9I6" &C NEW COMP FILL OPEN SPACE FIN SLAB 4.0' NGVD V 12" 112" 0 SOIL STATEMENT MASONRY REINFORCING INSPECTION OF THE SITE INDICATES UNDISTURBED SOIL WITN A BEARING ALL CONCRETE BLOCK TO BE 8"x8" xl6" WITN MIN. COMPREEMIVE VALUE WNICN WILL EXCEED 2500 PSF. SHOULD OTHER CONDITIONS OR STRENGTH OF F« =1900 P.S.I. RESULTING PRISM PROVIDE 1-Na.S IN MATERIALS BE ENCOUNTERED, CONTRACTOR SHALL NIRf GEOTECNNICAL MASONRY AT A MAX SPACING OF 48" O.C. ( U.O.N. ) FILL CELLS WITN CEMENT PUMP MIX ENGINEER TO CERTIFY THAT THE COMPACTED SOIL WILL SUPPORT 2500 CONC P.S.F. SOIL BEARING CAPACITY WET CELLS BEFORE PLACING GROOUT PROVIDE TERMITE NOTE COUR t(ORI� TNRU- UT AllAL MASONRY MASONRYWAL LADDER TYPE EVERYOTNER R378.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED FOUNDATION NOTES TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 841r1N5 SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED 1) M48 TO BE 4" THICK W/ 6" x 6"Wl4x Wl. 4 W. W. F. METHODS OF TERMITE PROTECTION LABELED FOR USE AS A SUPPORTED ON SCAB BOOSTER @ 6'-0" O.C. ON PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, 6 MILL VAPOR BARRIER ONCOMPACTED FILL TO A MIN REGISTERED TERMIUPON COMPLETION OF THE APPLICATION OF OF 95%OFMATICIDE. DRY DENSITY OR ALL LAYERS X F THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE FOR ALL LAYERS IN ACCORDANCE W(TN ASTM D 1557 SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY TNf LICENSED PEST SOIL UNDER SCABS ARE TO BE TREATED FOR TERMITES CONTROL COMPANY THAT CONTAINS TNf FOLLOWING STATEMENT AS PER R318.1 THE BUILDING NAS RECEIVED A COMPLETE TREATMENT FOR THE 2) TOP OF S[AB = TO BEAT 4.00 NAVD. PREVENTION OF SUBTERRANEAN TERMITES TREATMENT X 3) OVERLAP ALL FOOTING STEEL AT ALL CORNERS IN ACCORDANCE WITN RULES AND LAWS ESTABLISNED BY THE & INTERSECTIONS FOR 30" ( MIN. BEND BARS FLORIDA DEPARTMENT OFAGRICULTURF AND CONSUMER SERVICES. 4) CENTERLINE OF FOOTING AND WALLS, C LU S MUST LINE UP U.O. N. b �o TYPE " x " DRYWALL or, EA SIDE OF PARTITION h 1 PRECAST LINTEL 8F818 ti 8" x I6" CONC VENT BLK 2 x 4 WOOD STUDS P. T. 9161, O.C. F. F.C. -77 �VFlffCOMM #.0 4 x 4 P. T. WOOD POST — P T. 2 x 4 80TT Pt W/'/2' x 6" EMBED RED HEAD BOLTS IN CONC FILLED W/ 9169STRENGTH #PDXYGLUE BEARING PARTITION DETAIL SCALE 3/4"=1'-0" 2x6P.T WDBD DETACNEG 2 x 6 TREX 1 EA. SIDE 2 x 6 CLOS BOARD 2-'/2' TNRU 4x4P.T A SIMPSON l 2 i/2' 0 Bi PGIx3' 0" AUGERED l 12" DEEP, 24" WIDE CONC FTC CONT W/ 3 #5 CONT 2 x 5'14" P. T. WOOD W/ #8 SS SQUARE SCREWS 4 PER 80. \� 2 x 6 P. T WO BDS EA. SIDE POST DETAIL PLAN VIEW a" =1'-0" 2 x 6 TREK COMPOSITE BDS EA. SIDE EOD4x4 RU BOLTS GALV. t P. T. WD POST ON POST BASE CB-44 EXTERIOR STAIR SECTION " A " SECTION 3/4" =1'-0" OPEN q o v 4- 'q 4. 4 . b:. VENT DI ETAIL Y4rr =1r-Ov 10 x 3'-0" DEEP AUGERED FTG. SIMPSON LSU-26 SKEWED W/ %` GALV. TNRU BOLT W/ 6-10d NAILS INTO FACE OF 2 x 6 & 5 - I-d NAILS INT STRINGER M n B' A-D . FLOOD VENT 4 a F.C. 4" CONC. SLAB W/ 6" X 6" W L4X W /.4 W. W. Al. DBL 30" AT PERIMETER ON WELL COMP. FILL OVER 6 MILL VAPOR BARRIER ` DOOR # N SEE SCHEDULE -F'C F.0 NOTE (AS PER R322.2,2)� THE TOTAL FOOT PRINT ON THE GROUND IS 946 S. F. I' /SF. JS 946 0. IN. 1 VENT F.0 16" x 8" = 200 SQ IN 946 SQ IN / 200 = 4.73 VENT No BLOCKS WE ARE PROVIDING 5 THE VENT TO USE IS A SMART FLOOD VENT 1540-520 STAINLESS STL. F.0 24" WIDE x 16" DEEP CONC 400 FTC. W/ 2 x 12 WOOD STRINGER @ EA END IO I/2" A_24 SIMPSON L W/ 5/2' GALV. LAG BOLT INTO 1, V GALV TNRU BOLT INTO STRINGER 4 V. 44 EXTERIOR STAIR SECTION " B " SECTION 3/4" =1'-0" 12" x I6" DEEP FTG W/ 2 #5 DOOR # N SEE SCHEDULE Fr ' F.C. 0 M THICKEN SLAB EDGE 8" izi W/1 # 5 CONT. FLOOD z VENT 36" x 36" x72" F.C. DEEP MONO PAD FIG. F. W/ 3 #5 EA WAY M 72" 0,, 36" DEEP AUGER CONC FTG W/ 4 #5 VERT. FLOOD + 3.46' k ,irur DOOR # N o r SEE SCHEDULE I 24" WIDE x 16" FPCON( 3 5 'ONT-S6 1� E h I I I I I I I I M M � N A r A-11 `/ c ~ O r- ^W NHS r 1/2" 11112 42" x 42" ,e 12" DEEP MONO PAD FIG. 00* • W/ 3 #5 EA WAY " N-11 > Ie. o w cn < E� .C. L---- ------ I I F.C. I I W M 1 FLOOD a VENT F.C. IW "x3611xl " 1 D EP MONO AD FTG. W 3 #5 EA AY I F.C. 1 4 x 4 P. T. WOOD POST I � I o I ~ I + 7.5 NAV 'T TI/E FIN PLY'WD F.C. � I I +rt DOOR # N -- --, 36" x 3 " x l2" SEE SC//ED( 1 DEEP A ONO PAD F*�� �W13#.;FA WAY I 10' 011 1 1 10'- " 1 1 4. 4 P.T WOOD POST F.C. I I 3.75' NAVD TO THE IN SLAB 1 I I I 1 I F.C. I I I I j" F.C. I I I/ I -----------1 — i 1 / � O BEARING 41A ti 1 FLOOD I I 1 VENT 1_ N 4" CONC, SLAB h 6" X 6" F.C. I - W I dy W I 4 d W MDL#P 7" CONC SLAB W/ #5 BARS @ I 12" O.C. E.W. TOP&BOTT. I - + 3,46'� C I I l I �o. I I � I 0 EAR PAR rNISSNr r� —i I I i I II f l i 0 30" AT PRRIM T R ON COMP. FILL OVER 6 MILL P4FORRA + 3.58' I I 4,\ + 3. 31' � a < a-v I ' ? 24" WIDE x I 3 #5 CONT 9'_0' i 12" X16" CONC ELL 1 I RI -CA, " D4FP CON JMONO FTG. W/ 3EII18" E. AT CORNERS 0' 2' 4" # 5 CONT FOUNDATION PLAN BACK LINE %4 WRITTEN DIMENSIONS GO CONTRACTOR SHALL VERIFY ALL DIMENSIONS . IN THE EVENT OF A NFLICT THE AIP SHALL BE NOTIFIED BEFORi PROCEEDIN / WORK W A � a o 00 R et' en M en a W � as � � e kn M M A �o � O LEy?w DOOR SCHEDULE SIZE TYPE &MAT. MFG. REMARKS MARK W H THK. DEAD A " I-3/4 ALUM / GLASS LT, T T S 2-3'-0 6 -8 �� W FIXED TRANSOM WINDOW ABOVE 8 2'-8" 6'-8" 1-314 SC, R.P.,WD. SWING COMM # 23 C 3'-0" 6'-8" 1-314" S.C. WOOD R.P. SWING 6 UT TO COMPLYW/F.B.C.R. 32218 I D 2'-6" 614" I-3/4" SC,R.P.,WA POCKET E 2'-6" 6'-8" 1-314" N.C. R.P. WOOD F 2'-0" 6'-8" 1-3/8" C,C,R.P.,WO, SWING G 2'-0" SEE MFG SEE MFG ALUM / GLASS ll 2'-p" 6'-8" I-3/8" WOOD 8/-FOLD I 3-01' 1 61-8" 1-318" WOOD 81-FOLD J 1-6 6 -8' 1-318" WOOD Bl-FOLD K 2-2'-0" 6'-8" 1-314" S.C,R.P.,WD. POCKET 3 L 2-2'-0" 6'-8" 1-319" WOOD 81-FOLD a' CATTESAFETYGL M 6'-0" 8'-0" - SLIDING GL DOOR LMl C N 3'-0" 3'-0" 1-3/4" S.C. WOOD R.P. UNDFRFIRSTFLDO TO COMPLY W/F.8.C.R.322.1.8 I p N.A. P 6'-0" 6'-8" SLIDING GL DOOR LMl Q �.I A Mm GENERAL NOTES 1. S.C, R.P.,WD. REFERS TO SOLID CORE, RAISED PANEL, WOOD 2. A// EXTERIOR DOORS ARE TO BE FULLY WEAT#ERSTRIPPED 3. ALL INTERIOR DOORS ARE TO NAVE A 3" CASING 80. MIN. DOORS ARE TO BE UNDERCUT TO FIT WINDOW SCHEDULE ASDPSCR18FDINAPRODUCTCONTROL APPROVALS MARK W UNIT SIZE RADIUS DESCRIPTION MANUF. REMARKS III 1 37' ALUM FIXED W/ ARCH TOP FLANGE TYPE TINTED GL 2 37" 58" ALUM FIXED 3 26112" 38 %11 GL CA TT 2 SAFETY GL 4 26 %-" 63" ALUM FIXED 5 2-37' 63 ALUM FIXED ALUM FIXED 6 2-37' 63° 7 2-37' 72° ALUM FIXED ALUM FIXED 8 26 �/2" 68" 9 261 12" ALUM FIXED ALUM SINGLE HUNG ALUM FIXED 10 37' 38" 11 37' 12" 12 37' 50 V ALUM FIXED 13 26112 38 % ALUM SINGLE HUNG OBSC ALUM SINGLE HUNG ALUM SINGLE HUNG 14 37 15 48 597/a' NOTE ALL WINDOW ARE TO BE IMPACT GENERAL WINDOW NOTES NOTE 1: DADE COUNTYAPPROVAL CONTRACTOR SHALL PROVIDE DADE COUNTY PRODUCT APPROVAL NUMBER BEFORE INSTALLATION NOTE 2: ALL NEW WINDOWS GLAZING NOTE S. ALL FIXED GLASSSNALL COMPLY WITNSECTION 2405.3 SHALL BE GRAY TINTED NOTE 4,- ALL WINDOWS ARE TO BE FULL YWEATNERSTRIPPEO NOTE 5; 2 x 2 WOOD FRAMING @ 24 O.C. 3ON12 1-0" MASTER BEDROOM CEILING DETAIL i\ SCALE 3/4"=1'-0" NOTE 5, DIMENSIONS IN SCHEDULE ARE EXACT FROM PGT WINDOW GLASS DIMENSIONS VINYL WINDOWS FLANGE TYPE SIZE AND COORDINATE THE MASONRY OPENING NOTE 6; ALL WINDOW BUCKS ARE TO BE IA4 WIT# 114" r3-1/2" TAPCON SCREWS SEE PRODUCT APPROVAL FOR LOCATION NOTE 7 SUBMIT SHOP DWGS TO ENGINEER FOR APPROVAL BEFORE FABRICATION OR INSTALLATION W000 TiP SAT 24" CIC. PROVIDE SHOP DRAWINGS FOR SIGNED FFAPPROVAL PRIOR TO FABRICATION / 26 4 STUDS @ 24" O.C. ROPE L1GNT BLKNG AS REQUIRED 25.95' NAVD. OIL CROWN MOULDING BY EAST COAST MOULDING OR EQUAL STOCK # EC 453 CROWN MOULDING BY EAST COAST MOULDING OR EQUAL STOCK # EC 24 Il/?' x 7-114" TOP OF WINDOWS AND DOORS 10 ao FIN FLOOR PLYWD SECOND FLOOR PLAN /„_l,-o„ 0 COMM # 16 0-----� COMM # 3 TYP WINDER TREAD DETAIL I/ I I I •, I� FLOOR PLAN %4"=I'-O" ALL INTERRIOR TRIM AND MOULDING NAVE NOT BEEN DETERMINED SEE OWNER FOR TRIMM PACKAGE NOTE (AS PER R322.2.2) TNf TOTAL FOOT PRINT ON TNf GROUND IS 946 S.F. 1' / S.F. lS 946 SQ.IN. 1 VENT 16" x 8" = 200 SO /N 946 SO IN / 200 = 4.73 VENT BLOCKS WE ARE PROVIDING 5 THE VENT TO USE IS A SMART FLOOD VENT 1540-520 STAINLESS STL. (ENTRYLEVEL 6 RISERS @615/6" EA o 5 TREADS @ 11' EA I STEP AT DOOR @ 6" w rn REAR STAIRS 1-6" STfP AT D OR � ' 1-6" STEP AT LANDING 5 - 7 3/32" RISERS v� TREADS ARE TO BE 10" WIDE cn N SHALL COMPLYW/ F.B.C.R. R311.7.5.1 1 COMM # 15 ~J FROM FIRST FLOOR TO SECOND FLOOR F+� , 16 RISERS AT 7 %11 EA 15 TREADS CURVED SEE DFrL THIS SNT. �V RAILING DATA 34" NGT RAILING ON TREADS 36" NGT ON LANDING O & BALCONY v1 a RAILING ARE TO BE DESIGNED TO RESIST A LOAD OF 200# APPLIED NORIZ OR VERT COMO # 14, & 17 i PICKETS ARE TO BE SPACED TO RESIST AN OBJECT W/AMAXylOF4 AS PER F.R.C.R312.L3 ��COMM#12d 13 • ALL HANDRAILS SHALL COMPLY W/ F. R. 8. R, R311.7 HANDRAILS SHALL NOT PRO✓ECT MORE THAN Ir/a FROM O ►� THE WALL HANDRAIL GRIPSS/IALL COMPLY WI S.F.B.R. R3117.8.3 ) N W GENERAL NOTE t1LL 1v1H1 G7; (HL7 IIGLV W 1LVVL LLB Vr.L \(@ T-0" SHALL ADHERE TO R-322.1.8 PTO BE FLOOD RES I COMM # 10 ALL CERAMIC TILE FLOOR FINISHES TO COMPLY W/ FLA RES 2010 R I l 702.4 COMM # 8 a M k✓✓✓✓✓J✓✓✓✓�/✓✓✓.J�/ L^+ At1 GYPSUM BOARD MATER/AL SHALL jQ W Q CONFORM TO R702.3.1 OF TNf 2014 j I� FLORIDA RESIDENTIAL CODE (F. R.C.) COMM # 7 L•� a `✓J✓✓J✓✓,/✓✓✓J✓✓✓✓✓� kn e en a ON WALLS SEPERATING TNf GARAGE FROM A/C SPACE 40 o PROVIDE A 5/s' TYPE It X " N GYP WALL BD 1 #R. FIRERATED O KEYNOTES A kn o a a NOTE (AS PER R302.6 ) O PROVIDE %" DU-ROK ON ALL WD FRAME PARTITIONS SEPERATING GARAGE FROM MAIN LIVING AREA. FROM TOP OF FIRST FLOOR TRUSS DOWN Q & TYPE " X " FROM TOP OF FIRST FLOOR TRUSS UP O2 R-11 /NSULATION FOR 4" PARTITION � R-11 INSULATION FOR 6" PARTITION (� 1O BE O ELECTRICAL PAILS Z FIN SLAB ELECTRICAL PNL. �I MTD @ BOTT OF PANEL MIN OFr h`V+ 7-0" 1VAV9 ® A/C COMP ON ALUM FRAME ABOVE B SEE ELEVATION FOR NGT. (a r�- ©4" DIA RIGID DUCT FOR DRYER Z Nw.4�/ W l TO RUN TNRU W , FLOOR TRUSSES AND MOUNT W Q ["I TO SIDE OF HOUSE W W 34" NGT RAILING ON TREADS a A cn M © MIRROR Q ® FILLED CELL W/1 #5 VERT .a a/ FILLED W/ CONC 0 SHELVE UNDER WINDOW 0 DO RANGE / OVEN W/ MICROWAVE ABOVE & EXHAUST FAN W Q REFRIGERATOR 0-0 u Q D81 SINK W/ DISP h Q LINE OFA/C CHASE ABOVE ® 4" NGT. TILED CURB ROD & SHELF © 22" X 36" ATTIC SCUTTLE TO COMPLY W/ F.B.C.R. R-807 ,� C0MM # 24 © 36 NGT. RAILING .� ® PEDESTAL SINK STACKED WASHER DRYER U U ® 8' z,18' PARKING SPACE ® MTL TNRECAOLD Z W W © GLASS BLOCK O A A vi C7 C7 A A CONC BEAM ABOVE P� A xi v O.H. SECTION SOUTH SIDE SCALE 3/4"=1'-0" ■ME ■MIME ■1ME ALUM MUM, �_ J,54O-520V'A11VLFfrCTl- -n-V AD T'iTT'i17ArFInV WIND EXPOSURE " C " 1540-520 STAINLESS STL. LEFTSIDE ELEyA I MIN WIND EXPOSURE " B " 'ENERAL NOTE THE COLOR OF THE PAINT ON ALL EXTERIOR FINIWF,S IS TO BE APPROVED BY THE NETTLES ISLAND PROPERTYMANA6ER BEFORE PAINTING SMART FLOOD VENT 1540-520 STAINLESS STL. is —_ WIND EXPOSURE " B " SMART FLOOD VENT 1540-520 STAINLESS M. AWN ROOF - POLYURFMANE KEYSTONE 0 0 - a uinnn 'Ino FRONT ELEVATION WIND EXPOSURE " B " + AF-29.0' NAVD SECON FLOOR SECON FLOOF + AF-3.46' NAVD W `° M oo N W r �d� M�1 O � FBI rT N N cq NSW E-+ W aM o - RAISED STUCCO CAP & BASE . r 1 4 SrUC00 co" W F4 00 V, � � a � N`~ b - RAISED STUCCO CAP b BASE Q SrUC00 COL'S w o I--1 Q V1 � rTj aAz 00 M zdo � o U W U H !k- E+POOW� d Aid' o ROOF PLAN NOTES L CONTRACTOR TO SUBMIT SHOP DWGS: GRAVITY & UPLIFT LOADS TO ENGINEER FOR APPROVAL BEFORE FABRICATION OF TRUSSES 2. ALL FLASHING TO BE MTL. UNLESS OTHERWISE CHANGED BY OWNER 3. GUTTERS AND DOWNSPOUTS TO BE MTL. 4. TYP, ROOFING TO BE A METAL ROOF. 5, TYP. ROOF PITCH TO BE 3 OR MATCH EXIST: 12 THE STRUCTURAL SYSTEM FOR THE BUILDING NAS BEEN DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE 2014 RESIDENTIAL EDITION THE FOLLOWING SUPERIMPOSED LOADING NAVE BEEN UTILIZED. ROOF LIVE LOAD: 30 PSF DEAD LOAD: 25 PSF DONT USE 33X STRESS INCREASES FOR ROOF TRUSSES WIND LOAD 170 MPN AS PER ASCE 7-10 RISKCATr.II EXPOSURE " D " TYPICAL WINDOW FRAMING 3/4=1'-0" I \ 2. 6 CRIPPLES ` IP TOP rf- 2 WD NDR. 2x6PL 2 x 6 JACK 2 x 6 SILL 2 x 6 CRIPI CODES FLORIDA BUILDING CODE 2010 RESIDENTIAL, LOCAL CODES AND GOVERNING RMIZA TONS. ACI 318-02 ACI 421.1-R92 A.ISC. NINTNEDITION N.D.S. 2001 ASCE 7-02 ROOF SNEATNING NAILING SCHEDULE ( 518" CDX. WITH 8d RING SHANK GAL V. ) (DO NOT USE MECHANICAL DEVICE) A. PROVIDE 24 BLOCKING AT ALL RIDGE, t11P LINES &VALLEYS W/ 3-8d NAILS FROM EA SIDE ROOFSNEAWIN& NAILING SCHEDULE (518" CDX. WITNIOd RING SNANKGALV.) B. NAIL PLYWD. WITH 8d NAILS @ 6" O.C. THROUGH OUT AND AT GABLE ENDS PROVIDE 24 BLOCKING FOR FIRST FOUR FEET AT THE PLYWD. EDGES W/ 10 d NAILS AT 4" O.C. C. PROVIDE 2X4 CONT. BOTT CHORD BRACING @ 8'-0" 0. C. MAX WITH 2-I6d NAILS AT PANEL POINT . BRACING SHALL BE RESTRAINED AT EACH END AND AT 20-0" INTERVALS D. ALL NAILS MUST BE RING SNANKGALV. ALL WOOD CONNECTORS MUST BE NOT DIP GALVANIZED. E. IX6 CYPRESS T&G WITH 3-10d NAILS AT ALL CONTACT POINTS PLYWOOD NAILING SCHEDULE: BALANCE WITHIN 5'-0" OF ROOF EDGE 100 NOT DIPPED GALV. NAILS @ 4" O.C. 10 D NOT DIPPED GALVS RING SHANK NAILS @ 6" O.0 ALL SNEATNING SHALL BE GLUED TO TRUSSES W/ CONSTRUCTION AONESIVE r QUANTVOF #5 REBARAT g F 16 -1 B 1 T BOTTOM OF LINTEL C40TY 728 aL. w1 META 12 & rsS STRAP - 8 F 8 —1 B NOMINAL WIDIII �... .. NOMINAL NNGNP #5 FIELD ADDED �' GROUT TOP MIN RfQ'D Q� Q g #5 REBAR AT BOTTOM B • • • OF LINTEL CAIITY • • q_ll BOTTOM REINFORCING 4368 # PROVIDED /N LINTEL (VAR19) VAIPM FGTR W/18-//8 SDS SCREWS 7-5/8" acruaL-5/a acruAL INTO GIRDER & 25/8' .. 5" EMBED TITEN ND 8" NOMINAL WO 8" NOMINAL WD BOLTS 5000 # U.L. MINIMUN LINTEL REINF: MINIMUN LINTEL REINF: 1 # 5 BOTTOM 15 BOTTOM 1 TOP Afm GRAVITY ( LBS / FT.) UPLIFT IBS / FT.) LINTEL SPECIFICATION LENGTH ALLOWED APPLIED ALLOWED APPLIED 8FI61BIT O 4'-6" 6113 660 2724 624 O2 5'-10" 4360 660 3547 624 O3 3'-6" 6113 660 3547 624 ® 3'-6" 6113 660 3547 624 SO 4'-6" 6113 250 2724 100 © T-6" 2661 330 1634 312 O7 T-6" 2661 330 1634 312 ® 9'4" 1843 250 1133 100 O9 4'-6" 6113 250 2724 100 �0 4'-6" 2-2 x 12 WO D HDR 0 4'-6" 6113 1680 2724 0 12 3'-6" 6113 2305 3547 0 13 3'-6" 6113 2305 3547 0 14 3'-6" 6113 2305 3547 0 15 4'-6" 6113 2305 2724 0 16 7-6" 2661 1050 1634 0 17 T-6" 2661 1050 1634 0 18 9'4" 1843 1050 1133 0 O9 T-6" 2661 1050 1634 0 9'-0" 1843 250 1133 100 �2 T-6" 2661 1050 1634 0 8F321B1T 23 1248 # U.L. E-E. SIMPSON FGTR W/I8-I/8 SDS SCREWS INTO GIRDER & 25/8" x 5" E080 TITEN ND BOLTS 5000 # U.L. 752 U. L. W/ META 12 & TSS STRAP- M M ' ,—t W I�1 � N N N � W E-� 1144 U.L. W/ META 12 &TSS STRAP v� I ass 96o lu N 14 \ // �~ � �_ _.__- ABll � Ii o 00 436 # SMSON FGTR 18-/SDS SCREWS _, INTO GIRDER TITEN BOLT5000 #� .L. wO ------- GIRDP - - - -- - -- o NQ� Z w I I I__-------------- L _ 1 _._.-._._._._._._ _ _ _ _ _ _ - _ _ o1 --------- -- —. sraa"�"eli, 4 _ . _ grouted and U T^ � remfomea per V1 PREFAB NG WOOP TRUSSES Designer(rnin.) 16' min Q a _ . _ . _ . —�j}2 fmnlen al Nall ia; W — — - —- omne" antl r Instep Teen NOs (\ FA wall V' r inevaryCO on, the part + 17.8 'T NE F/N PLYWD O I z —....... ...... —._._ _._._. ...... I O — � U —...... ...... ----- ------------------ .— I U GIRDER RUSS I '4 -O" l COMM # 19 I — GGY BACK TRUSS I NIP GIRDER I — — — — — — — — — — ....... WINDOW TO BE A,I TO80TTOFNDR.• / \ GIRDER TR — — .......... 2-2 x 8 WOOD ND IQS 441 R-19 BATT INSUL I ! —r 0 ! U a i p A 2 x 6 WOOD STUDS 1 z A 16" O.C. W/ R-19 lAftlM RON p OS — —� K/Macn v a12 IYIr-CRA 2 - 2 x 8 WOOD NDR I A I � � 780 EE W/ NET 112 & TSS STRAP I 1 I56 # . L. SIMPSON META 12 W/ T STRAP 1 i 208 U. L. S/MPSON META 12 W/ TS STRAP ROOFPLAN w w 74"=l'—Orr �] CP,no 2-NTS-20 STRAP EA SIDE OF GIRDER (12) 10d NA/LIS INTO TRUSS 2-2 x 6 WD LEDGER 1-LAYERS OF /4" PLYWD W/ 5/8' x 6" EMBED GLUED AND /7 N ILED 7.5 ' N.A. V. D. WEDGE BOLTS @ 24" O.C. STAGGERED T & B W/ 2 EA SIDE OF FLR. GIRDER — 22x 8 WOOD JST FTC[ CELLr SOLID W/ CONIC SKIM COAT STUCCO ON BLKAT GARAGE AREA ONLY ob FIN SLAB 3.75W A. V. D. + a SECTION " A " Y2"_1,-O" 2- 2. 4x4k SCALE 3/4"=1'-0" 0 COMM # 21 1� 0 0 SIMPSON NTS 30 TWIST STRAP W/ 2010d NAILS TO GO OVER BOTH HST S/DE BY SIDE SIDE ! 916" O.C.@ I6O. 2 2 x 8 WOOD BEAM COL CAPBYSIMPSON C-44 W/ 2 %" THRU BOLTS IN COL AND GIRDER 4 x 4 WOOD POST SIMPSON 48A - 44 POST BASE W/ I/?' WEDGE BOLT 6" EMBED A A-11 I = 3'-01/4" 36" x 36" WIDE x 12" DEEP CONC FTG W/ 3 #5 LONG E.W. POST DETAIL Z co" # 9 SCALE 3/4=1'-0" i� GIRDS TRUSS --------------------- ----------------------- TRUSS TO STEP DOWN 4" HERE All, B I FlN PLYWD 17.87 NQVD�}�— — — — 8 A-� A-11 — — _ — _ _ Ax 2-2 x 6 WD LEDGER W1Wx6"E4f8ED WEDGE BOLTS @ 24" O.C. 16" DEEP WD TRUSSES STAGGERED T & 8 W/ 2 II EA SIDE OF FLR. GIRDER .. — — O.C._ . — . — . — . _ _ — — /` II la . — . — . — . — . — . — . — . — . — . —. .,— ' — ii fli CONNECT TRUS TO SIDE OFSTRINGER 16IRDER TRUSS= F�.—.—.—.—.—. —. — . — GIRDER TRUS A AX SECOND FLOOR FRAMING PLAN A/C CHASE FROM BELOW 2-2 x 6 WD LEDGER W/ %11 x 6" EMBED WEDGE BOLTS @ 24" O.C. STAGGERED T & 8 W/ 2 - EA SIDE OF FLR, GIRDER PROVEIS AN OPENING IN WEBS OF TRUSSES OF 6" NGT x 24" WIDE CLEAR OPENING FOR A/C DUCTS TO RUN THRU A.N.U. BELOW m o � M o0 ' A WAIN r� • Ell* N n 0 � 4 x 4 W001 POST M /i iq ^ iLl �! W i. r: a — 2-2 x 8 h OOD BEAM ---uNDERJ V. oo B M Q � a ti _ W On A FINi1,LYWD T-6" AIAVO.IF Q IF O_ _ 2 x 8 WOOD Jr @ a 16" O.C. � IF — — 4 x 4 3M0 OSi w 1.4 _. W 1 I , _ .-._.-. Wcon00 4 x 4 WODIP Pmr 0 J _. �_._.-._.- - BEAR/NG P RTITION `' OU 12 W - - U F- - - -- -- - ...... ------------- -- a zl A.0 M 11-Off FIRST FLOOR FRAMING PL AK ;,,=1 NOTES ALL STL CONNECTORS USED B W FLOOD LEVEL SETBACKLINE SHALL BE 316 C STAINLES, F.F.T. 44 O A File e'oPy END OD TRUSS — 1 x WOOD 8106 — 5" KSTYLE ALUM GUTTER TYP 2 x 8 WOOD FASCIA NARDI 8D. —ZI O.H. SECTION SCALE 3/4"=l'-O" SIMPSON META 16 EA TRUSS AST SIDE SEE ICEYNENE FOAM INSULATION R-21 -1 71, -L, I \1 64 ■ 2 6" WIDE STUCCO BAND PRECAST CONC LINTEL MTL FLASHING SLOPEI" 12" DEEP WOOD GIRDER TRUSS 16" DEEP WD TRUSSES 2-2 x 6 b1D LEDGER W/ %" x 6" EMBED WEDGE BOLTS @ 24" 0.C.S7466ERED T & 8 W/ 2 E4 SIDE OF FIR. GIRDER@ EA END SECTION 11B 11 3/4"=1'-0" 8FI6181rCONC LINTEL BEAM PREFAB WOOD TRUSSES @ 24" O.C. a' LIGHT TEXT STUCCO FIN ON FELT BACKED RIB LATH ON Y'' CDX PLYWD %" STUCCO BAND ON COL BASE AND CAPITAL — 36" NGT. ALUM RAILING PICKETS @ 4" O.C. TO BE MTD TO OUTSIDE OF BEAM TREX WOOD COMPOSITE LUMBER FLOOR ON FULL FULL MORTAR BED ON BUILT UP ROOFING ONI-90# SLATE NOT MOPPED T015# FELT NAILED TO 314 ' COX PLYWD 2-2 x 6 WD LEDGER W/ %11 x 6" EMBED WEDGE BOLTS @ 24" O.C. STAGGERED T & 8 W/ 2 EA S/DE OF FIR. GIRDER %" STUCCO BAND ON COL BASE AND CAPITAL FIN PLYWD FLOOR TO BE @ +7.5' NA VD FIN SLAB TO BE @ + 3.75NAVD STANDING SEAM MTL. ROOFING ON PEEL AND STICK FL 11842.5 FELT TIN TAGGED 7- 5 " CDX. PLYWOOD SNTC. NOA FL 17701.4 /1 3 ON 12 SIMPSON META 12 W/ TSS STRAP P-0" EA TRUSS COMM # 19 ALUM GUTTER GALV. MTL ON AT. Ix3 WD 2x8 WOOD FASCIA VINYL SOFFIT— #5 IN CONC FILLED CELL BEND 18" E.W. IN BOND BEAM AT CORNERS SEE PLAN FOR SPACING %" LIG IF TEXT STUCCO 1 #5 36" BAR 014" LAP BENT 12" IN BOND BEAM BELOW 2 COURCES OF 8" x 8" BOND BEAM W/1 #5 CONT IN EA ONE TOTAL OF 2 W, LIGNT TEXT STUCCO 8" CONCRETE MASONRY UNIT. W/ TYPE M MORTAR W/ #9 6A LADDER TYPE NORIZ. REINF. EVERY OTHER COURSE GENERAL NOTE ALL MATERAIS BELOW FLOOD LEVEL @ 7-0" SHALL ADHERE TO R-322.1.8 TO BE FLOOD RESISTANT 1 #5 96" BAR D1A" LAP BENT 12" IN FTG, 2 COURCES OF 8" x 8" BOND BEAM W/ 1#5 CONT IN EA ONE TOTAL OF 2 BEND 30" 2 CORNERS N WOOD TRLIS C AT 24" C/C. PROVIDE SHOP DRAW/NGS FOR SIGNED :FFAPPROVAL PRIOR TO FABRICATION ICEYNENE FOASULATION R-21 518" DRYWALL TO CONAOA TO R 702.9.1 14 P. T. WOOD F/RESTOP 8",, 8" PRECAST CONC BOND BEAM W/ 2 #6 = .125 SQ..INCNES (2#5 BEND BARS 30 LONG AT ALL CORNERS) 1/2" DRYWALL ON I,c 2 P. T. WD. FURRINGS AT I6" C/C INSUL R= 4.0 DRYWALL TO CONFORM R702.3.1 8" CONCRETE MASONRY UNIT. o0 W/ TYPE M MORTAR W/ # 9 GA LADDER TYPE NORIZ. REINF. EVERY OTHER COURSE TYPICAL WOOD FIRE STOP 57/a"" NGT. WOOD BASEBOARD. BY EAST COAST MOULDINGS ITS-20 STRAP (72) lOd NA/US INTO TRUSS �- 3/q' PLYWD GLUED AND NAILED 16" DEEP PREFABRICATED WOOD TRUSS @ 2 " O.C. SUBMIT SHOP DWGS TO ENGINEER BEFORE FA RICATION 518" DRYWALL TO CONFORM TO R 702.3.1 2-2 x 6 WD LEDGER W/ %" x 6" EM8ED WEDGE BOLTS @ 24" 0.C.ST,466ERED T & B W1 2 EA SIDE OF FIR. GIRDER@ EA END 112" DRYWALL ON 1 x 2 P. T WD. FURRINGS A 7 16" C/C WL /NSUL R= 4.0 DRYWALL TO CONFORM R70 .3.1 SMOKE -DEVELOPED INDEX. WALL AND CEILING FlNIS/lES SHALL NAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER M rNAN 450. FLAME SPREAD INDEX. °o WALL AND CEILING FINISHES SNAIL NAVE A FLA E SPREAD INDEX OF NOT GREATER THAN 200. TYPICAL WOOD F/RE STOP Nt NGT. WOOD BASE BOARD. BY EAST COAST MOULDINGS NTS-20 STRAP (72) IOd NAIL/S INTO TRUSS W PLYWD GLUED AND NAILED 1 ICEYNENE FOAM INSULATlO R-21 7.COMM5' N 2 x 8 P. T. WOOD FLOOR JST @ 16" O.0 _ o. 2-2 x 6 WD LEDGER W/ %" x 6" EM8ED zti WEDGE BOLTS (LD 24" 0.C.STAGCERED T & 8 W/ 2 EA SIDE OF FIR, GIRDER@ EA EN 4" CONC. STAB W/ 6" X 6" - W L4X W L4 ON WELL COMP. FILL OVER 6 MILL VAPOR BARRIER DBL MESH 30" AT PERIMETER TYPICAL SECTION ICENENE INSULATION Ar FIRST FLOOR JST TO COMPLYW/ F.B.C.R. R322.18 THE INSULATION rO COMPLYW/!CC-ES REPORTESR-3199 CLOSED CELL TO FIN JYWOOD OD ZONE AE-7.O' NAVD FIN SLAB 3.75' NAVD. WELL COMPACTED, CLEAN NON -ORGANIC FILL. 16" x 24" CONC FTC. W/ 3 #5 CONT. BEND BARS 30" @ CORNERS COMM # 18 M o M N �`7 FBI � ~ C) � v W !�1 PZ N N N[•••I a N�� a� M W � a zEM P � a ' Q O w z �Wr 01A hhiMi � W � � Q w z �••00 00 cn .0 0 W U a h v� �v �w-, r- W A14 O i pp, 8" x 8" PRECAST CONC LINTEL W/1 #5 6" RAISED STUCCO BAND ON MTL LA ON I X P. T. WD NAILER TYP WOOD CASING 819. • MINOF4 MGT.W/ WOOD RETURN BACK INTO BUCK TYP. +6'-8" P. T. 2 x WOOD BUCK W/ l/4' SN/M SPACE DOOR 80ELD WEN IMPACT RESISTANT a \ LAMINATE WOOD FLOOR —� JAMB AND NEAD TILE BRICK PAVERS EXTERIOR DOOR DETAIL SCALE 1 1/2" =1'-0" 8'-0" ABOVE FIN SCAB 7 8" x 8" CONC LINTEL W/1#5 "- 6' WIDE STUCCO TRIM . ; 6'-8"ABOVE FIN PLYWD CAULKING BEAD ALL AROUND. PGT ALUMINUM SINGLE HUNG WINDOW WITH IMPACT RESISTANCE GIASS FLANGE TYPE NOA 16-0714.06 CAULKING B! ALL AROUND SLOPE 112" 6' WIDE STUCC 8" CONC. BLc FRONT DOOR DETAIL 8F16-181T 2 # 5 @ BOTT OF LINTEL TYP. + 8'-01, VERIFY116T W/ MFG. MARDIPLANK WO. LAP SIDING BD. 112" DRYWALL ON TY-VEK ONON P. T 1 x 3 WO FURRING ON P' X 2" P.T. WOOD @ 24" O.C. FURRINGS AT 16" C/C. l 3'/2" WO CASING 8D f # 176 8Y FEDERAL MILLWORKS OR EOUAL X 3 AT. WOOD NAILER. 1 X 4 P. T. WD. BUCK '/4" TAPCONS SCREWS TMRLI OUT HEADS - 181/2" MAX FROM TOP CORNERS 4 TOTAL AT MEAS .JAMBS -15" MAX FROM E 6" MAX BELOW MEETING RAIL SILLS - ANCHOR NOT REQ'D T. WV. BUCK SILL TO XIST. CASING BD T'FEDERAL MILLWORKS 4L T WOOD NAILER. PRE CAST CONCRETE CAP. SUTATION ?'WALL, '2" P. T. WOOD 6S AT 16" C/C. TYPICAL WINDOW DETAIL SCALEII/2" = r-0" VERIFY NGT I,MIG. ABOVE FIN SLAB ALUM SLDG. 61. OR. BYPGT SGD 9200 L.M.I. NOA 12-0127, 06 112" GYPSUM WALL BOARD /CATION IN CAVITIES FURRING STRIPS 1ULKING WOOD DOOR CASING IOOD BLOCKING, TO CONC. MASONRY � 3" LNG. TAPCON EWS, WIMIN. OF VT OFI-3/4" INTO CONC. ? 9" FROM EA. END @ 12" O.C. @ JAMB, @ NEAD 9R FRAME, ION SHALL BE IN 'CE WITH MANUFACT. LIONS SET FORTH IN ?VED PRODUCT IPPROVAL 7R, REFER TO EDULE) 9" PLATE, r, WHEN REQUIRED) QER CORNER BEAD Z/CCO FINISH (ON MASONRY WALL MASONRY WALL, TO STRUCT. DWGS. 5.70. IT.. (MIN) O 20" N. Ud (INSIDE LOOKING OUT) M BOND BEAM WOOD CASING 8D. OF 4" NGT.W/ D q¢T#ftWKINTO BUCK I x WOOD BUCK %4' SHIM SPACE 'NORAGE NOTE y/b" ULTRACONSCREWS NEAD AND SILL 5" MAX FROM FRAME CORNERS JAMB AND HEAD 4 AT SILL AND NEAD , 6 AT JAMBS TOTAL OF 20 SCREEN DOOR — CILL AND WD LAMFLOOR ARE TO LINE UP I�I WOOD LAMINATE FLOOR S PER TNICKN StOFECEZ CONC ATILE AND MORTAR 114" DIA, X1314" LONG TAPCON SCREW (SEAL NEAD WATERTIGHT) %" LAG BOLT 6" INTO CONC FILLED CELL SLIDING GLASS DOOR DETAIL SCALE 1 1/2" =1'-0" CONC BEAM AREA OF CLEAR OPENING 5.70. FT (MIN.) EGRESS WINDOW NOTES AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 IN. (50.8 CM) IN WIDTH, 24 IN. (61 CM) IN NEIGMT AND 5.7 SQ. FT. (0.53) IN AREA. THE 80T7`OM OF THE OPENING SHALL BE NO MORE THAN 44 IN (112 CM) ABOVE THE FLOOR.. AS PER N.F.P.A.101 SECT. 22-2.2.3 (C) SAFEGUARDS: OPERABLE WINDOWS SHALL BE PROTECTED A FOLLOWS: WHERE THERE lS DROP OFMORE THAN 4'-0" ON T1/E FAR SIDE OFSLICN WINDOWS AND TlIE SILL /S LESS THAN 36" ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED TO PREVENT TILE FALL OF PERSONS WHEN SUCH WINDOWS ARE OPEN AS PER SECT. 3508.3 (E) (I) (APPLICABLE IN 2 ,.L FLOOR WINDOWS ONLY) TOP OF FIN FLOOR REFER TO ARCM. Pt CONC FTC. 4-'/4" TAPCON SCRik 1- 112" EMBED 2" x 4" x'/4" STL COL 4-'/4" TAPCON SCREWS 1-'/2" EMBED P. T. WD PL. MULLION DETAIL rr jA rr m o oD, 00 M � N am M �a W � a� WI� zFM . a " M w �c z w�� A w z hhili � a Q `n � W aAr- z W 00 m zdo c U w�H� A xe C) 2 x 2 WOOD FRAMING @ 24" O.C. 3ON12 1. r-0" MASTER BEDROOM CEILING DETAIL SCALE 3/4"=1'-0" FITS - 20 STRAP W/ 20-10d NAILS r_o , ,CPI-1-6 ALUM GUTTER VINYL SOFFIT 2X6 BLOCKING AT PLYWD. EDGES W/ 3-16d NAILS ( TYP. ) W, LIGNT TEXT STUCCO FIN OM METAL LATH ON I LAYER OF TYVEK ON W, COX PLYWD 5/8" COX PLYWD. W/ 8 d NAILS @ 4" O.C. AT ALL EDGES AND 6" IN FIELD 2 x 6 BOTT Pt W/ ANCHOR 2X6 P. T. SOLE Pt W/ 3/4"0 TNRU BOLTS TNRU 2- 2 x 6 PL'S 1N BETWEEN EA TRUSS @ 24" O.C. W(10-10d x 1l/2' INTO STUDS V DRYWALL 2-2 x 12 WOOD NDR. 2 KD SO. PINE 2X6 11/0. 2KD SO. PINE @ 16" O.C. EXCEPT AT CORNERS PLACE FIRST ONE AT 12" O.C. 1/2" G.W.B. WOOD TRtXSVS AT 24" C/C. PROVIDE SHOP DRAWINGS FOR SIGNED ACAPPROVAL PRIOR TO FABRICATION 2,G 4 STUDS @ 24" O.C. / ROPE LIGNT BLKNG AS REQUIRED 25.95' NAVD. R-19 BATT INSULATION SP9-6 SIMPSON ANCHOR W/ 10-IOd x ll/2' INTO STUDS 51/4"" NGT. WOOD BASE BOARD. BY EAST COAST MOULDING GIRDER TRUSS CROWN MOULDING BY EAST COAST MOULDING OR EQUAL STOCK # EC 453 CROWN MOULDING BY EAST COAST MOULDING OR EQUAL STOCK # EC 2411/?' x 73/4' TOP OF WINDOWS AND DOORS FIN FLOOR PLYWD - 20 STRAP W/ 20-10d SA-16 SIMPSON ANCHOR W/10-10d x l'W" INTO STUDS 4 x 4 WOOD POST 2 - 2 / � r A T. x 8 WOOD FIN SLAB 3.75' NAVD BEAM 36" x 36" x 12" DEEP MONO PAD FTG. W/ 3 #5 EA WAY SECTION "B " 4"=1 r-O n PREFAB WOOD TRUSSES @ 24" O.C. / ALUM GUTTER ROD & SF/ELF - VINYL SOFFIT 1 1 SHOWER SEAT DRYWALL COMM # 27 J VERIFYW/ OWNER 967 2X6 BLOCKING AT PLYWD. EDGES 2-2 x 12 WOOD NDR. OF SEAT \/I W/ 3-16d NAILS (TYP.) 112" G.W.8. SPY-6 SIMPSON ANCHOR W/ 10-I0d x 1'/2' R-19 BATT INSULATION INTO STUDS 5l/4"" NGT. WOOD BASEBOARD. FIN PLYWD @ 17.81 NA 8Y EAST COAST MOULDINGS W, LIGNT TEXT STUCCO ON FELT BACK RIB LAIN III / 2x6 P. T. WD. SOLE PLATE GIRDER TRUSS J1 ANCHOR 2X6 P. T. SOLE Pt / 3/4 ` ALUM GUTTER TNRU BOLTS TNRU 2. 2 x 6 L'S 1 TWEEN EA TRUSS @ 24" O.C. J\ PREFAB WOOD TRUSSES ANU ON ALUM @ 24" O.C. FRAME J1 6 FlN PLYWD @ 7.5' NA VD FLOOD LEVED - ��il-RDKBE T1D0- - - LEVEL OPEN SPACE .46' NAVD EXTERIOR PARTITION SECTION 31411=1 r_011 STANDING SEAM MTL. ROOFING ON PEEL AND STICK FELT TIN TAGGED TO 518" COX. PLYWOOD SNTG. NOA TOP OF BEAM 25.87 NAVD 5" KSTYLE ALUM GUTTER 8" x 8" PRECAST CONC BOND BEAM W/ 2 #6 = .125 0-INCHES. (2#5 BEND BARS 30 LONG AT ALL CORNERS) FlN PLYWD 17.87 NAVO 2 CDURCES OF 8" x 8" BOND BEAM W/ 1 #5 CONT IN EA ONE TOTAL OF 2 —16 DEEP WOOD FLOOR TRUSSES @ 24" O.C. 2-2 x 6 WO LEDGER W(V x 6" EMBED WEDGE BOLTS @ 24" O.C. STAGGERED T & 8 W/ 2 — EA SIDE OF M. GIRDER F(# PLYWD 7.5' NAVD 2 x 8 P. T. WOOD JST @ 16' O.C. GEIVRAL NOTE ALL MATERALS BELOW FLOOD LEVEL @ 7-0" SNALL ADNERE TO R-322.1.8 TO BE FLOOD RESISTANT ICEYNENE FOAM INSULATION R-21 518" DRYWALL TO CONFORM TO R 702.3.1 16" DEEP WOOD TRUSSES @ 24" O.C. 314 CDX PLYWD ON 2 x 8 WOOD FLOOR JST @ 16" O.C. 4" CONC SLAB OPEN SPACE J 361%361%12" DEEP MONO PAD FTG. W/ 3 #5 EA WAY SECTION "A " 4"=1'-0/1 I 4 x 4 WOOD POST OPEN SPACE GENERAL NOTE ALL MATERALS BELOW FLOOD LEVEL @ 7-0" SNALL ADNERE TO R-32218 TO BE FLOOD RESISTANT a IT ~ O N WwN FBI N r , � O N N [••I � � w E-� ~ o A� M F� � a W � a P M � kn A ti a ax. PREFAB WOOD TRUSSES CONFIGURED TO MAKE TRAYCLG. T.O.B. 925.87 NAVD O w W ALUM GUTTER U W HARD/ BD.CAPITAL ON COL Q /— 36" NGT ALUM RA/LING ( Z P4 .. STUCCO. BASE ON COL 8FI6-18 LINTEL c �^ BY CAST CRETE5j z STUCCO. CAPITAL ON COL W STUCCO ON COL U 36" NGT ALUM RAILING W cn STUCCO. BASE ON COL r M U F+ zA 0 �A W a a� I F SYMBOL LEGEND QQ DUPLEX FLOOR RECEPTACLE Jf EXHAUST FAN FLUORESCENT LIGHTING FIXTURE - SURFACE MTD. CEILING MOUNTED LIGHTING FIXTURE Lcj CEILING RECESSED LIGHT FIXTURE WALL MOUNTED LIGHTING FIXTURE `_0 FLOOD LIGHT CEILING RECESSED LIGHT FIXTURE - DIRECTIONAL 0 vp CEILING RECESSED LIGHT FIXTURE - VAPOR PROOF 0° CEILING RECESSED LIGHTING FIXTURE UNDERCOUNTER LTS ELECTRICAL PANEL FUSE OR DISCONNECT SWITCH ® ❑J TELEPHONE JACK TELEVISION JACK SMOKE & CARBON MONOXIDE DETECTOR COMBO PADDLE FAN - EY sowo ATTIC S 4" 0/4 R16/0 DU[ FOR DRYER TO RUN WA FLOOR TRUSSES AND MOUE TO SIDE OF YOU,, Low VOLTA& NANGIN IT FLO ON II II II II II II CF.f''�1N1� FT 11nu M . A N FLOOD IT SECOND FLOOR ELECTRICAL FLOOR PLAN y4"=1'_0" -IGNT IGF 9 TO E GR 7ER LTS 'ITY LIGNT OLTAGE VIRED TO 'TRICAL PA T OF PANE AT 7-0" A SW FR( ABOVE TITS ADF 7Y LIGNT YTAGE IRED TO GANGING GFL W.P. GFI D.S.. _ GAR OWN W/ MICRO I� O 2' FLOUR TO BE W.I. ID CLOS _�_ NA m w.P GR G ROOM 6H DOOR BELL INTFRCOM HANGING IT. T, REC SEE FOR LOC DINING ROOM OO BATH UN FiW wn tu- O GFI Px4'FLOUR FIXTURE ON A CN HUNG FROM CLG. 36" NGT. ALUM RAILING ON LAND, AND 32" NGT. ON N. e. - MASTER Pit 2" PVC SCN. 40 DRAINS TO OUTSIDE TERMINATE 6" A80Ac RIMS 16RADE. PROVIDE 12" 0 X 36 DEEP X WELL (TVP). 2' ,e 4FLOUR FIXTURE ON A CHAIN HUNG FROM CLG. A/C COMP ON STAND BOTT TO BEAT 19.40 NAV O FIRST FLOOR ELECTRICAL FLOOR PLAN w �c M O M N �j W MCI rT w N N NSW E-+ . o PLO � M H W d a� W • Z � � Rai � a W W � ' � to 4k ot N PNL FAN-COH SUB-PNL W/ TWO 2 P. BRKS. NEMA-1 IN FAN -COIL CLOSET * SIZE AS PER EQUIP. NAME PLATE 24 OV. 2 P. FUSE SW NEMA 3R. FOR COND. UNIT SIZE AS PER A/C NAMEPLATE A/C CONNECTION DETAIL nts KITCHEN OR LEG 120 V. LINE SIDE TF SWITCH PHASE CONDUCTOR SMOKE DETECTOR SHALL BE 120 V. WITH BATTERY BACK-UP & ALL SMOKE DETECTORS MUST BE INTERCONNECTED. SMOKE DETECTOR CONNECTION DETAIL nts ELECTRICAL NOTES 1. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THESE DRAWINGS. 2, COMPLY WIT# WE N.E.C. AND RIF FLORIDA BUILDING CODE. 3. PROVIDE EMPTY CONDUITS AS REQUIRED FOR TELEPHONE SYSTEM 4, OBTAIN ALL PERMITS FOR WORK UNDER THIS CONTRACT. 5. PROVIDE TEMPORARY POWER AND LIGHT OUTLETS FOP USE BY OTHER TRADES 6, PROVIDE ALL REQUIRED CONNECTIONS FOR OTHER TRADES: 7, COORDINATE ALL OUTLET LOCATIONS WITH BUILDING ARC91TECTMAL FEATURES. S. CONTRACTOR SHALL VIVT WE SITE TO FAMILIARIZE N gsaF WIT# All EXISTING CONDITIONS. 9, ALL CABLE SHALL BE COPPER EXCEPT WHEN NOTED OTNERWISE. 10. INDOOR CONDUITS SHALL BE EMT 11, OUTDOOR CONDUIT SHALL BE SCHEDULE 40 PVC MINIMUM COVER SNAIL BE 24' 12. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR. ELECTRICAL INSTALLATION BELOW FLOOD LEVEL 1) ELECTRICAL OUTLETS (RECEPTICLES AND LIGNTIN6) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT T#E #I611EST PERMITTED ELEVATION AND SHALL BE INSTALLED ON A DEDICATED AND SEPARATE INDEPENDENT CIRCUIT FROM THOSE IN T11E HABITABLE AREAS 2) NO APPLIANCES OR APPLIANCES OUTLETS SHALL BE INSTALLED BELOW THE BASE FLOOD ELEVATION. 3) A/C COMPRESSORS SNAIL BE INSTALLED ABOVE BASE FLOOD ELEVATION. 4) MAIN CIRCUIT BREAKER PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION, 5) WE WILL CONFER WITH F.P.L. OR WE UTILITY CO. TO LOCATE T#E ELECTRIC METER TO COMPLYWITN TIIE FEDERAL EMER6ENCYMANA6MENTA6ENCV REQUIREMENTS NOTE: NON METALIC - SHEATHED CABLE (ROMEX CABLE) SHALL COMPLY WITH NFPA-10 ARTICLE 336 PARTICULARLY PARAGRAPH 336-10-7 AND ALSO WITH CHAPTERS 250 300 AND 310. GROUNDING CONDUCTOR GROUNDING ELECTRODE CO " RETF, . FO • dON•. i MIN 20 FT MIN. CONNECT TO A CONCRETE -ENCASED ELECTRODE CONSISTING OF AT LEAST 20 FT OF ONE OR MORE BARE OR ZINC GALVANIZED STEEL REINFORCING BARS OF NOT LESS THAN 1/2 INCH OR CONSISTING OF AT LEAST 20 FT OF BARE COPPER CONDUCTOR NOT SMALLER THAN No. 4AND LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH EARTH. BOLTED-TYPIi'. CONNECTION DEVICE OR EXOTHERMIC; WELD NONMETALIC° PROTECTIVE SLEEVE - No. 4 AWG O LARGER BARE COPPER CONDUCTOR ;'• OR STEEj INFORCING BAR OR ROD NOT LESS - "Prh.W12-:W H DIAMETER DIRECT CONTACT WITH EARTH 10, 000 AlC 40 BREAKERS 150 AMP PANEL I � A I I 1201240 V 120/240 V 1 Pg./ 3 W. I pg./ 3 W. CU. BUS PNL BOX BY GENERAC LOAD V.A. COND. WIRE TRIP VOLTS DESCRIPTION CKT NO CKT NO DESCRIPTION VOLTS TRIP WIRE COND. LOAD V.A. ROMEX 14 15 120 6EN LTS. AND REC A.F.C.I. 1 2 GEN LTS AND REC A•FC.l. I20 15 14 ROMEX ROMEX 14 15 120 6EN LTS AND REC A.F.C.L 3 4 GEN LTC. AND REC A.F.0 120 15 14 ROMEX ROMEX 14 l5 120 GEN LTS. AND REC A•F.C./. 5 6 GEN LTC. AND REC A.F.C./. I20 15 14 ROMEX ROMEX 14 15 120 GEN LTS. AND REC A.F.C.I. 7 8 EXTERIOR LSTS 120 20 12 ROMEX 1,500 ROMEX 14 15 120 GARAGE G.F./. 9 10 TBATN GRF / ISTANT 120 20 12 OMEX I, 500 1, 500 ROMEX 14 20 120 SMALL APPLIANCES 11 12 TAMPER RESISTANT SMALL APPLIANCES 120 20 12 OMEX 1,500 1,500 ROMEX 12 20 120 OUTSIDE 6.F.L FIRSTFLOOR 13 14 OUTSIDE 6.FL SECOND FLOOR 120 20 12 eOMFx 1,500 1,500 ROMEX 12 20 120 GARBAGE DISP. 15 16 MICROWAVE 120 20 12 ROMEX 1,500 1,500 ROMEX 12 20 120 REFRIGERATOR 17 18 DISN WASNER 120 20 12 ROMEX 1,000 4000 ROMEX 12 20 120 DISN WASNER 19 20 WASNER 120 20 12 ROMEX 1,000 1,500 ROMEX 12 20 120 OUTSIDE L169TS 21 22 RANGE / OVEN 240 5012 6 ROMEX 7000 SPARES 23 24 - - - - , 000 /4" 10 30 240 CLOTHES DRYER 25 26 NOT WATER NEATER TANKLESS 240 40 8 314" 19,100 - - - - 27 28 7,350 314" 8 40 240 A.9.It 29 30 A/C CONDENSER UNT #6 240 40 8 1' 6,450 - - - - 3 TONS 10 KW STRIP 31 32 3 TONS SEER 16,0 - - - 33 34 SPARES 35 1 36 SPARES 1 SPARES 37 38 SPARES SPARES 39 40 SPARES 13,500 V.A. TOTAL LOAD NOT INCLUDING A/C TOTAL LOAD NOT INCLUDING A/C 35,700 V.A * 1828 S.F. s 3 VA / S.F. = 5484 VA +13, 500 VA +35,700 VA = 54,684 VA TOTAL LOAD= 54,684 VA ATIOKW @ 100% = 10,000 V.A. BALANCE @ 409 =17,873 V.A. A/C LOAD @ 100% = 7350 V.A. TOTAL = 35, 223 V.A. TOTAL SERVICE LOAD= 54,684 + 12, 000 = 66,684 1ST IOKW @ I00% = 10, 000 V.A. BALANCE @ 40% = 22,673 V.A. A/C LOAD @ 100% = 7350 V.A. TOTAL = 40, 033 V.A. EXIST O 35, 223 VA DEMAND= 240 V = 146 AMP DEMAND= 40, 033 V.A. 240 V. = 166 AMP PANEL LOCATED IN CLOSET FIRST FLOOR ALL CONDUCTORS ARE TO 200 A P 50 AM DOCK PANEL COMPLY W/NEC. 240.21 50 A EXIST. DISC SW. 3 # 210 TNNN CU 3 # 210 TNNN CUZ 3 # 6 TNNN CU IN 2" 0 CONDUIT IN 2" 0 CONDUIT 200 A IN 3/4' 0 CONDUIT DISC SW. GRADE FROM FP & L 1-# 4 TNNN CU IN 1/2" COND TRANSFORMER TO 2 5/8'7f BV 10'-0" LONG 6ROUND RODS 6'-0" APART (MIN) #210 AW6 BARE CU 6ROUNDIN6 ELECTRODE TO STEEL REINFORCE IN FOUNDATION RISER DIAGRAM NTS -0" m/N 'STEEL ROD PROVIDE "AFCI" BREAKERS AT ALL BEDROOM OUTLETS TO COMPLY WITH NEC. 210.12 (B ) cn o dam- es M N A r� v � � ram-+ fT. N F�1 N • rl � NSW T/I i Q 0 a w 10; 0 W a H cn ENCASED GROUNDING ELECTRODE DETAIL A�xW w 0 File Copy PLUMBING SCHEDULE DESCRIPTION FIXTURE UNIT COUNT COLD WATER SUPPLY NOT WATER SUPPLY SANITARY LINE SIZE TO VENT REMARKS LAVATORY I 112" 112" 1/2" COUNTER TOP SHOWER 2 112" 112" 2" BIDET 2 112" 112" 2" TUB 2 112" 112" 2" WHIRLPOOL TUB 2 112" 112" 112" WATER CLOSET 4 112" 1/2" 3 K/TCNEN SINKS 2 I/2" 112" COUNTER TOP REFR16FRATOR DISNWASNER - 2 112" - 112" - 314" SHUT OFF VALVE SAFE WASTED TO KITCHEN SINK WASHER 4 1/2" 112" 2 LAUNDRYSINK 2 1/2" 1/2" 1112" COUNTER TOP NOSE BIBB 112' A/C DRAIN - 314" PVC SCHEDULE 40 PLUMBING NOTES - PROVIDE SHUT-OFF VALVE FOR EACH FIXTURE. - MATERIALS SHALL BE AS FOLLOWS: 1) COLD WATER PIPING SCHEDULE 40 C. P.V.C. ALL PIPING THRU OUT HOUSE SHALL BE SCHEDULE 40 C.P.V.C. 2) SANITARY WASTE AND VENT 4" DIA. AND SMALLER SHALL BE C.PVC 3) STORM LINES INSIDE BUILDING SHALL BE C PVC SCHEDULE 40. STORM LINES OUTSIDE BUILDING SHALL BE C PVC SCHEDULE 80. 4) IN COASTAL AREAS ALL SANITARY AND STORM PIPING OUTSIDE OF BUILDING SHALL BE PVC SCHEDULE 40. 5) CONDENSATE DRAIN PIPE SHALL BE C PVC SCHEDULE 40 PIPE AND FITTINGS. 6) WATER HEATER RELIEF AND DRAIN LINE SHALL BE C,P.V.C. 7) PROVIDE A DIRECT HOT WATER LINE FROM H.W.H. TO KITCHEN SINK 2" VENT TNRU ROOF JIL r�� I PLUMBING RISER DIAGRAM NrS HEAT H.W. TO HOT WATER, UNION----' T DRAIN VAL11% WATER NEATER TO BE MTD ON AN ALL/MFRAMEA7"8-0 NA.V.D. WATER HEAT: 3" VENT rNRU ROOF JIL I � I c w NOTE PROVIDE A MASTER SHUT FOR WATER MAIN GATE VALVE COLD WATER, 1" UNION n i PRESSURE & TEMPERATURE RELIEF VALVE (ASME APPRVD.) 3/4" Cu RELIEF DISCHARGE LINE, TO OUTSIDE GREEN WATER AREA, TERMINATE 6" HEATER ABOVE FIN. GRADE EMERGENCY PLASTIC PAN WITH 3" PVC SCH. 40 DRAIN LINE TO OUTSIDE, TERMINATE 6" ABOVE FIN. GRADE i DIAGRAM nts PIPING /i IRA VCL6. LIN / A/C CHASE 1-112" LAV I LAV 2 F. U. + 2 F. U. AA 43'u I� I i i I I 2" VENT UP AND OVER LINE OF CL6. BREAK r EGRESS II II II II II II PLUMBING SECOND FLOOR PLAN %4"=1'-0" 36" NGT. ALUM RAILING 4" PVC LINE SEWER MAIN NOTE PLUMBING FIRST FLOOR PLAN SETBACK UNE Y4"=1'-0" ?SHUT ALUM 9N LAN N6T. 6 r a; M W F a� F71 A ,y 00 M M W "D vNi as � i � Q O Q' o�a Qua w z W � M O a F • C'i O W 0- 0 U cn w�Hvw� File Copy TMERMOSM r MO , 8X6 RIGID DUCr TRANS/r/ON /N S/Zf FLEXIBLE DUCT ®� SUPPLYGRILLf ® RETURN GRILLE — — RETURN DUCT SD SMOKE DETECTOR EXIIAUST FAN BACK FLOW DAMPER A.H.U. AIR HANDLER UNIT. W.H. WATER NEATER O CUPPUMILFDESIGNATION FIN FRAME NGT TO R-1 RETURN GRILLE DECIMATION1OD LEVEL AE-8'-0" 36" NGT. ALUM a� RAILING DN ti LUA II \ \ �X'�(� �jnl e � Lkk��, 11Lcc��//J .ON "Are -O �J 3W CFO 3W / II /j 240 FM BEDROOM 1211 x 6 3w LIVING ROOM 8" x 18" 705 CFMS SUPPLY FROM BELOW II II II II MECHANICAL SECOND FLOOR PLAN 1/4"=1'-0" SECTION 3/4"=1 °-0" IFNT REF I RANGE/ 7 DO 0J c- J 8"X.12" DINING ROOM 200 CFM 3W 12" x 6" OVEN W/ MICRO 4110 30 CFM IO O ANTRY q L 10" 40 CFM / I R1�1 GRILLE r% CFO BATH 3W 11 �l 3 // \ 611 � 4't 611 y W. s"x�5 CLOD. LIN \ \ RQGR�4MABLE STAIRS/ ` m /J 1 NATTA "*I .1 �-[-,A I L 12"� � DU f,4 10, x 15' R/A D(CT R/A DUCT FR FROMM ABOVE T T =110I! 8" x 18" 705 CFMS SUPPLYFROM ABOVE FLOOR PLAN =1'-0" w `° M O M ' N �ao� 36" NGT. ALUM r�rT ^ N N RAIL�N LANDING D S'2 NGT. ON TREADS N � a NSW H M W W z � a ti i i Q O w z _ 80 CFM EXHAUST O w FAN ^/ w � 2" PVC Z9..40 Z G�L� DRAINS TO OUTSIDE W �l TERMINATE 6" ABOVE Q FINISH GRADE. PROVIDE 12" 0 X 36 DEEP DRYWELL (TYP). � A Z 3/4"RFLpFDRAIN 7-0 OUTSIDE. O TERMINATE 6" ABOVE a FINIS# GRADE. 112" & 114" LIQUID AND SUCTION LINES O To AIII1 U W U 3.5 TON vn A/C UNIT ON MTL STAND r�P)y. SUPPLY DUC-T W/ R-6 INSULA POSITIVE R/A,N, DU 1 1/2" MIN. CONDENSATE I DRAIN w/ 3" TRAP UNION AND C.O TO GREEN AREA. TERMINATE 6" ABOVE FINISH GIB--� A.H.U. SUPPORT (SELF-STANDLNQ-, NO COMBUSTIBLE MATERIALS WITHIN A.H.U. ROOM PROVIDE FLOAT REFRIGERANT LINT'S TO OUTSIDE CONDENSING UNIT IN 6" SCH 40 PVC SLY it CEILING PARTITION \ PROVIDE 4" CLEARANCE ALL ROUND AHU (MIN.) FIN PLATFORM TO BE 8'-0" NAVD FLOOD LEVEL AIR HANDLER UNIT INSTALLATION DETAIL GALV. EXHAUST ROOF CAP BIRD SCREEN ( 6" MIN. ASPHALT SHINGLE 2" X 4" BLK'G. 4"- (25 GA.) SMOOTH MTL. DUCT FROM BATHROOM EXHAUST FAN OR DRYER CONDENSING CONC. SLAB SEE STRUCTURAL DWGS. FOR SIZE FASTEN C.U. TO STRUCTURE W/ (4) 21'x 2"x 3/16" STL. ANGLES W/ 3/8"- x 3" SLV. ANCH. TO SLAB & 3/8"- x THRU BOLTS TO �� SEAL ENTRANCE OF REFR. LINES INTO PVC. PIPE W/ IMPERMEABLE, RESILIENT MATERIAL PROVIDE 2 1/4" DIA. STEINLESS STEEL CABLES AROUND MECHANICAL EQUIPTMENT, BOTH ENDS ANCHORED TO SLAB ALUM FRAME ATTACHED TO THE SIDE OF THE HOUSE POWER & CONT. CONNECTIONS SEE EXT'R ELEVATIOl S FOR HGT DIAGONAL ALUM SUPPORT SEE SHT A-5 FOR DET'LS 6" - SCH. 40 PVC. PIPE. 45 DEG. (MAX.) ELBOW ALLOWED SUCTION LINE W/ 3/4" ARMFLEX INSULATION & VAPOR BARRIER nts CONDENSING UNIT MOUNTING DETAIL nts AIR CONDITIONING SCHEDULE TONS SEER (RHEEM CFM UNITS ) CONDENSER MODEL NUMBER HANDLER MODEL NUMBER AND A.H.R.I. # COOLING CAPACITY' REFRIGERANT LINES WEIGHT DIMENSIONS TOTALTOTAL COOLING SENSIBLE LATENT SUCTION LIQUH) A.H.0 COND A.H.U. HxWxD COND. HxWxD AC No AHRI # 89534591 1 3.5 1500 RA1442BJ1 RH1T4821STAN 8954591 35.5 23.5 11.0 7/8" 3/8" 150 LBS 181 LBS 50 112" x 21" x 21" 35 3/8" x 31 5/8" x 315/8" EXHAUST ROOF CAP DETAIL nts HVAC NOTES BATHROOM, KITCHEN HOOD AND CLOTHS DRYER iKXHAUST FAN 1.0 GENERAL 1.6 GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS 2.4 PROVIDE AIR CONDITIONING UNITS WITH MATCHING LOW 1.1 PROVIDE ( FURNISH AND INSTALL) ALL NECESSARY AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM VOLTAGE HEAT -COOL THERMOSTATS WITH ON -OFF AUTO MATERIALS AND LABOR FOR A COMPLETELY OPERATIONAL DATE OF ACCEPTANCE. SUB -BASE SWITCH, FURNISHED BY THE EQUIPMENT 4"� (22 GA.) SMOOTH MTL. DUCT AIR CONDITIONING, HEATING AND VENTILATING SYSTEM AS 2.0 MATERIALS MANUFACTURER. BE THRU ROOF (SEE DETAIL ABOVE) SHOWN ON THE DRAWINGS AND HEREIN SPECIFIED 2.5 ALL AIR CONDITIONING COMPRESSORS SHALL INSTALL IN ACCORDANCE WITH THE FLORIDA 2.1 DUCTWORK WARRANTED FOR A MINIMUM OF FIVE YEARS AFTER DATE BUILDING CODE, ASHRAE, SMACNA, NFPA, AND LOCAL 2.1.1 GENERAL. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE OF ACCEPTANCE OF THE PROJECT. ORDINANCES. DIMENSIONS. 2.7 AIR DISTRIBUTION PRODUCTS: 1.2 SCOPE OF WORK: 2.1.2 MATERIAL. FIVE POUNDS DENSITY 1 1/2 " THICK GLASSFIBER 2 7 1 PROVIDE SUPPLY AND RETURN GRILLES AND DIFFUSERS PROVIDE THE FOLLOWING COMPLETE SYSTEMS: DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SMACNA'S LOW PRESURE DUCT MANUAL. ALL AS INDICATED THE DRAWINGS. 2.7.2 PROVIDE EXTRUDED ED ALL ALUMINIUM AIR DISTRIBUTION A. SUPPLY AND RETURN DUCT SYSTEM. DUCT JOINTS SHALL BE SEALED AND TAPED. PRODUCTS. B. EXHAUST SYSTEM FOR BATHROOMS AND KITCHEN, 2.1.3 PROVIDE DOUBLE THICKNESS TURNING VANES AT ALL SQUARE ELBOWS. WHERE THE ELBOWS ARE RECTANGULAR 2.7.3 PROVIDE FINISHES AND TYPES OF MOUNT IN COORDINATION WITH THE CEILING TYPES AS SHOWN ON ARCHITECTURALAIRC. ACONDITIONING UNITS WITH REFRIGERANT PIPING INSTALL INSTALL SINGLE THICKNESS INSTEAD. AND CONTROLS. 2.1.4 PROVIDE VOLUME EXTRACTORS BEHIND EACH SUPPLY 2.7.4 PROVIDE OPPOSED BLADE, KEY OPERATED DAMPERS SCROLL TYPE STEEL 4" DIAM. OUTLET WITH HOUSING WITH WHITE 1.3 PAY FOR ALL FEES, INSPECTIONS AND CONNECTION OUTLET AND AT EACH DUCT BRANCH. BEHIND ALL AIR SUPPLY OUTLETS. VINYL BACKDRAFT DAMP R BAKED ENAMEL FINISH CHARGES REQUIRED 2.2 REFRIGERANT PIPING. SEAMLESS COPPER TYPE "L" AND 3.0 INSTALLATION OR AS PER MANUF. SPE HARD OR SOFT DRAWN ON ACR COPPER TUBING WITH 1.4 VERIFY AT JOB SITE ALL SPACE CONDITIONS, DIMENSIONS WROUGHT COPPER SOLDER JOINT FITTINGS, SOLDER 3.1 INSTALL ALL EQUIPMENT IN ACCORDANCE TO THE AND EQUIPMENT SIZES PRIOR TO DUCT FABRICATION OR SHALL BE 95/5 APPLIED WITH SUITABLE FLUX. MANUFACTURER'S MANUAL AND RECOMMENDATIONS ELECTRICAL JUNCTION BOX INSTALLATION. COORDINATE REQUIREMENTS TO AVOID 2.3 INSULATE ALL REFRIGERANT SUCTION PIPING WITH 3/4" PAYING SPECIAL ATTENTION TO REQUIRED CLEARANCES O INTERFERENCE WITH OTHER TRADES. CLOSED CELL POLYETHYLENE PREMOLDED PIPE FOR INSTALLATION, OPERATION AND SERVICE. 1.5 SUBMIT SHOP DRAWINGS FOR ARCHITECT / ENGINEER INSULATION, WITH AN APPROVED PIPE AND SMOKE 3.2 BALANCE ALL SYSTEMS TO PROVIDE AIR QUANTITIES AND APPROVAL BEFORE PROCEEDING WITH THE PURCHASE OR JACKET. PAINT ALL EXPOSED INSULATION WITH TWO CAPACITIES. INDICATED ON DRAWINGS. SUBMIT FINAL INSTALLATION OF EQUIPMENT AND MATERIALS. COATS OF WHITE LATEX PAINT. AND BALANCE REPORT TO ARCHITECT / ENGINEER FOR ACCEPTANCE. 8" DIAM. 9 BLADLM) PROPELLER FAN DIRECTLY MOUNTED TO 1000 RPM MOTOR POLYSTYRENE GRILLE WHITE COLOR, ALIGNED AND TIGHTENED BV SINGLE CENTER KNOB TYPICAL CEILING EXHAUST FAN DETAIL nts EXHAUST CEILING FAN, CFM AS NOTED ON PLANS,1.5 SONES NOISE CRITERIA HVAC DESIGN REQUIRES YES NO DUCT SMOKE DETECI OR X FIRE DAMPERS X SMOKE DAMPERS X FIRE RATED ROOF/ F CEILING ASSEMBLY OR X FIRE STOPPING X SMOKE CONTROL X t` a �A� H V FBI � W F�1 � N N O a N N [••I � W E� 4 O W 4 Q�,ra w z WW � z�0 �N.�4 �1 A O w r� 0 E-� 211411 c u PLEASE VERIFY!!! * PLEASE CONFIRM ALL CLOUDED AREAS HATCH LEGEND �u5 7/16" COFFER � , 9'0"BRG 11" 0" BRG 18' 4' BRG MRAKE BEAM 1[ FRAME BY BUILDER 3� 7/811 TYP END DETAIL Truss Load Alert Box Truss I.D. Gravity (> 5,000#) / Uplift (> - 1,0()0# Horizontal (> 350#) 211 „k" /1 11 STUBBED END DETAIL 31/2" * PLEASE CONFIRM ALL CEILING HEIGHTS, BEAMS HEIGHTS & TRANSITION LOCATIONS w/ HATCH LEGEND Tom&F' III OOR I FASCIA 218 HIP LINE 80 a VALLEY LINE 18 `SHEETNGM UNDER VALLEYI SES AND WASfE MATEDIAL NOT INCLUDED xx RLOR TO VERIFY CALCUW*NS File Copy1• * NOTE. ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER (UNLESS NOTED OTHERWISE) e _ E m g c y * NOTE: ALL CEILING DROPS BELOW BEAM ARE _ BY BUILDER (UNLESS NOTED OTHERWISE) o v m e .o o ai c O * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION Ob1JY. THE BUILDING DESIGNER IS REPSONSISLE FOR THE 9 5 y E c o •q o STRUCTURAL STABILITY OF THE: ENTIRE STRUCTURE,.. e REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS =_a e Q 9 ,e c FOR GRAVITY AND UPLIFT LOADS. .t Ar v a e - o m tE m e FOR BRACING & ERECTION DETAILS REFER Ja o v a L M m - e TO BCSI-03 AND/OR ENGINEER OF RECORD = a o o E=a ..... p':F pG vmi 6 ri O M e m N " ` -t O aR #! REPRESENTS THE LEFT SIDE OF d •� L _' w a =.6 EACH TRUSS DRAWING A MUS26 (N` = d N l c v � _ o o a o THD26 ��j.� �C MSH4221F MSH422 a E __- aE+ o p Y�a��.��d G> !o> BB HANGER BY BUILDER 5� BEAM BY BUILDER O F- V = .- O m � • � I .a � o � e a' c * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON d o o d ti 79d TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 c. 2 o STRAP (BY OTHERS) UNLESS NOTED OTHERWISE (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) 7 w o t m 3 LOADING ROOF FLOOR WIND LOAD m rn o u.i y LIVE LOAD 30 40 ASCE 7-10 o o a a a x n ~ C DEAD LOAD 15 10 170 MPH EXP D rn r- m i Y LIVE LOAD 10* 0 CATEGORY 11 F O 0 m r=i DEAD LOAD 10 5 ENCLOSED E N -5O _ _.._i_..__.._...._... - ..._ •� O g N S c TOTAL LOAD 45 55 FBC - 2014 C o N DURATION FACTOR 1.25 1.00 TPI - 2007 '� 7 E REVI DATE BY REMARKS 5o 0 0 m - 1 S a rn a 3 c T G c a o 'rn > Z�o=��� o = m A _ t a C c c._-- rn ` y e e � 3 � • 6 O O O `o � •- E g ca It is understood that above y conditions have been reviewed APPROVED -.-.-.- & are acceptable for the fabrication at trusses, F_-j APPROVED AS NOTED t c elevations, pitches overhangs REVISE AND RESUBMIT fascias,ceiling elevations/pitches, bearing a s REJECTED = conditions & all detail pertaining y e = o s to this truss placement plan. No _ ' a = _ = m back charges will be accepted DATE without previous written c o=u.i approval from an A-1 Roof o e Trusses representative. REVIEWED BY o s a o > PLAN DATE ARCH. --/--/---- STRUCT:- " - v o v rn t t CUSTOMER BROWNSTONE s O m .e N •- C' C _ O. 7 V " JOB NAME BEGAN 2 RESIDENCE a E E. _ ._ c o LOCATION L0r387NEVLfS1SL4N9 '»o •N c = � v' COMMNTY U -e 4 c d d /LOT# e. N I BLDG BLDG n TYPE # 9 p3�- 9 •E: c cad .c N m JOB # 68517 MASTER --ao�>- m s O � O F O � r ` �- •6 07 a• O r � DRAWN SCALE e DATE 6/7/17 SZ N.T,S, g ._- c /Z an 1' o = LFRUS 8 gg A FLORIDA CORPORATION 0=e = e Ph 772-409-1010 / Fax 772-409-1015 http://Www.aItruss.coin o o s