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HomeMy WebLinkAboutFLOOR PLANSCANNED BY r Y YCiP r0U-%bv M r'rZ�. 'm^=u�Saps a=#far gg' Z ��Tg5 a a3. a.�TE. 7�.� §NAm,B aP aOO. dp1 r o k C D �v 3'A Z B.g� � J �e w' E.9w� K��Kca �5�. �. D g'n5.bs�-'p`3 TW1 C gE,sNo=Tr,m kg^�w i$� o m ,z'n' c3 Nx �3 _2.^ �s :k R7e-_Tic a cR 7R 'm°+' oc C9 T Q nsiu� .is YYLL8a Fr Ee O W C O T.T -i E. i IY b IT, w' % S r °O >1 s' m a - o 8 i ,p ' " 9 ab�_ mn 3 ` - a O O MpTT SiRUCrW 3 C z]> O O D YYII iEiE o 0 000 Y �o o0)00 0 000 00 000 i 00 _ A ' R$ ch 0000 O p m 00 F J 00 m�w'= 00 AE mp < 0 O Om �^ P. �. O O a p DEPTH 1 `ZY S 00 th A' _ N 0 0m C 0 `—� 'a ce °lit0 3 q 6 I m 'ag93 "rH-I m y .000000000 p n 0000000000 o 00100 � y 0 4 P 00 Z .E€ 0°00o ti a 00 'mn " . fee N 'arm y��a0 OQ j 2 p € mr� P� Elite Aluminum Corporation D D m D ®� main m m r o m 4650 Lyons Technology Parkway zC ffi a" z A z w" 21 o 95 Coconut Craek, FL 33073gZCM �❑ ;yCy °,°� EPS FOAM CORE COMPOSITE PANELS ¢y 8 "�$ Ca k�'S mCy m%C ALUMINUMtALUMINUM SKIN rS a g '°w A A z FLORIDA STATEWIDE PRODUCT APPROVAL to r u t� t r4t n3 or rz r eoz r Dx eoz r Dx rx Svi'c$xo-9Em o 6S Sa„Em O _m �N Y DWN =m pDON r A mx n r A mx n r A mx a:'GwFa r n L°m- F y �w P„__fir � u. a 's YGR�a x ram' ��b ry "�d=go u sS oN�Syo x ��-' r r p D I ArN r a r O D I Ayrj R� r r p D I AIrV m:C-L°Sb= tl p aGG-� �'� _ D�D� � PorvV:P U mi me E a r vl Dm p Z \ m Z z DZ PL DZ � ny DZ " _ kmvri .•„Ri _uY'm.4p ✓N ra D�: ra DA. rn yW. eoz r rx O eri Em r rx O � eo r rX 0 =.65$ka6„Em y Da �I ILO ko8'S'$tl SE 9De� £O $e8'�'S'l35-==..Eli NDpy EO �rri DMW Ym mW �m trDJW r N mx �" r N mx n r N �"x n ,° �:����gAm R x S'�GSFaom ,. x `°^n �Rfua_nNm GF�� y x e D c D l Ar rv+P e a o r.. D Ar rvu.,. oe a o r..- D I T'r RGF` tlWy� P`PG6uRaS� A•A to-G-� ti°� mRk�o E Inx � m Zy Zy Zy p i yD Z z DD Z i yD Z r '� ton D^0 ton y^'P roa yW eoz rx eoz rx eoz rx S"kk _ 'G'.'eia9Dy ffi.' �ecre, a,c �V$'k�g' e9Dy OO £O lDy £O .T.-m DW f�11 rA f1% - rA mX rA !1% pp. 0- 3"wC a n n _ l9Ck:�•os$ x rNrN a ry y l 'fir o y l Ar lb � o y l Ar 6GgCup m� G:Gtl"B'= PcRR' wA-Cc m ym z� $uXmb.�3 r E m In z� E cn� W�kA��ANo 2 � n� �D '�� � z n� yD Z r z � DD p Z '�wab.w G-wp F@i SeE�TMN �N 1lrvWu vtr/i yN rr �� rD Q'eoz rA Or' rW 0o 07 x rx O eoz rx w SAS SSg—,.EI�' e £o SeS $as-,.Em aym� £o aNey £o �ey "Ix Mx Mx w. e x x To e D l D I D I ek�CY �,ko &WCL="yY�� s$o S E e v,m � t1 s � v,� D t1 a CSS E � y'p � r7 Zvi �Pirn�FiC Zvi v9my! FF I-Iee � m ZN _ u• It, e 9 =� Z Z m��w �`arvr AZ yC; QQ r .UZ _ kkK - _ r x!Z $b tR�aA vN ,•p�oBYla_AA hN GENERAL NOTES 1608 ( ULT ) A. Wood: I. All lumber on or below grade shall be ACQ Pressure Treated Southern Yellow Pine 02 Grade (Fb - 1,000 pal min.) 2. All lumber above grade (non -decking) shall be Southern Yellow Pine 02 Grade 3. All framing lumber shall be hem -fir 02 grade or equivalent 4. Wood structural panels shall be 1j" Min. thickness, exposure 1 structural aheatning 5. In all instances where aluminum comes Into contact wrth pressure treated wood, provide dielectric separation B. Concrete: N/A C. Masonry: N/A D. Aluminum I. All structural aluminum conforms to the minimum requirements of 6005 - T5 for alloy and temper. 2. All structural aluminum work conforms to "Part I -A - specifications for aluminum structures - allowable Stress design: or "Part I-B - Specifications for aluminum structures - building load and resistance factor design" of The Aluminum Association, Inc. Seventh Edition, Effective January 2000 3. In all Instances where aluminum comes Into contact with steel, or pressure treated lumber provide dielectric separation E. Solid Wall Panels I. Aluminum panel skin Is as noted in the Product Approval Affidavit. 2, Panel Core Foam is Preformed Expanded Polyaterene Board (EPS). F. Sealant .. I, All sealant conforms to TT - S - 001543 - A, TT - S - 002306, ASTM C - S20 Type S, Grade NS, Glass 25. G. Gaskets .. 1. All gaskets are co -extruded and are non -migratory. H. Fasteners 1. All lag bolts shall conform to stainless steel type 300 18 - 8, with standard flat washer unless manufacturer galvanized bolts specifies for use with ACQ pressure treated wood 2. Hex bolts has be ASTM A325, plated with Standard flat washers and nuts 3. All concrete screws shall be 4" x 2 1,1" min., Simpson, Hlltl, Rawl, Tapcon, Redhead, Dynabolt, or approved equal 4. All metal ties and associated accessories shall be hot dipped galvanized 5. All lag bolts shall have a minimum embedment of 8x bolt diameter Into structural framing (G = .42 min.) 6. Lag bolts and screws into wood framing shall be provided with pilot holes having a diameter not greater than 10 percent of the thread diameter of the bolt or screw. All lag bolts and screws shall be inserted in pilot holes bg turning and under no circumstances by driving with a hammer. 1. All expansion anchors shall be designed in accordance with the specific manufacturers requirements and allowable loads and shall only be applied in conditions acceptable to manufacturer 8. All fasteners Connecting aluminum components or pressure treated lumber are stainless steel type 300 IS - 8 unless manufacturer galvanized bolts specifies for use with ACQ pressure treated wood, or otherwise noted on plans S. All fasteners shall comply with ASTM A153 10. All connectors shall comply with ASTM A653 Class G - 18 I. Site Preparation I. Foundation systems must be placed on clean, compacted, termite -treated fill/soil with vapor barrier. 2, Existing Foundation, footing and slab if noted on the Floor Plan have been evaluated ! found acceptable for this application. J, Reference Standards: ASTM E IIS... ASTM E 1500... ASCE 1... AAMA/NPEA 2100-02 3.0; Use and occupancy Category 2 addition 4.0: All fenestration products comply 5.0: All wall and roof panels and assemblies comply 6.0: Dose not apply to Category 2 additions 10. All applicable provisions comply K. Florida Product Approvals (provided bg contractor): 'SEE PRODUCT APPROVAL AFFIDAVIT" All listed product approvals have been reviewed and accepted bg the engineer of record. L. DESIGN LOADS Thle structure has been designed In accordance with and masts the requirements of the Florida Building Code 2011 6th Edition Wlnd Criteria per ASCE 1-10, Design Criteria: Roof Dead Land: 15 per Roof Live Load: 20 par Basic Wind Speed: 160 ULT Exposure: B Risk Category: I Building Height: < 30' Mean Roof Height: <15' Enclosure Type: SCREEN -ROOM: Open M. Abbreviations The following list of abbreviations To not intended to represent all those used on these drawings, but to supplement the more common abbreviations used: TYP. - Typical SIM. - Similar UNO. - Unless Noted Otherwise CONT. - Continuous V.I.F - Verify In Field N. Responslbflitg I. All site work shall be performed by a licensed contractor In accordance with applicable building codes, local ordinances, etc. 2. Contractor shall verify all dimensions and details, notlfyfng engineer of any discrepancies between drawings, fabricated items, or actual field conditions 3. These drawings represent the acceptability of the "Screen -rooms' addition elements as provided by the contractor 4. All details on these drawings are engineered based on information provided by the contractor 5. Refer to the manufacturers shop drawing for further details 6. Any details not shown are to be engineered in +/- 12" accordance with standard engineering Practices. O.H 1 , I EXISTING ROOF TO REMAIN EXISTING O.H. - - I STORY 1 RESIDENCE •` < OPENINGS TO REMAIN LASHING ONLY U- - _ LEFT ELEVATION SCALE: 1/4" = 1'-0" EXISTING ROOF TO REMAIN SEE FLOOR PLAN FOR LAYOUT " 3 x 3 ALUMINUM BEAM U 01 GABL-c ENDS AT CORNER POST U o CONNECT BEAM TO EXISTING POST w/ 3" x 3" x 3 1/8" x 0.2511 "C" CHANNEL CLIP w/ (5) 010 x 3/4" SMS EA END ( 4 EA SIDE OF SMB ) CONNECT CLIPS TO 3 x 3 x 0.25 POST w/ (6) 00 x 3/4" SMS OR w/ SAMEPOST Posr / COL / 1/2" THRU BOLTS USED FOR SMB CONNECTION COL BEAM CONNECTION TO POST/COL a GABLE ENDS NOT TO SCALE ALUMINUM INTERNAL U-CLIP - 1.25" w/ (1) 3/8" WEDGE ANCHOR - MIN 3" EMBED CONNECT TO COL. w/ SAME (4) 0I2 x I" SELF -TAP SCREWS EA SIDE TO EXTERNAL CLIPS -„ f "Wl 111tW 1 VVL. D^ A R V.14W SEE PLAN FOR LOCATIONS - 3 x 3 x 3 x .125 ALUMINUM EXTERNAL L-CLIP MIN. w/ (1) 3/8" WEDGE ANCHOR - MIN 3" EMBED SETBACK w/ (4) 0I2 x I" SELF -TAP SCREWS TO CLIP o o FOR SCREW (I) CLIP EA SIDE OF COL, o o +/- 3" EXISTING CONC. SLAB III F❑ EXISTING CONCRETE SLAB TO REMAIN 0❑ TYPICAL COL. TO CONCRETE DETAIL NOT TO SCALE CARPORT ADDITION BE +/-14'-2�+/-14'-2" CARPORT PLAN SCALE: 1/4" - 1'-0" MININNINN ISS.. I ......... ri FRONT ELEVATION SCALE: 1/4" = 1'-0" SCREENROOM PORCH 4G I STORY RESIDENCE ROOF TO REMAIN FRONT ELEVATION SCALE: 1/4" - I'-O" EXISTING I STORY RESIDET, t OPENINGS TO REMAIN DUTY CREE MESH 014A S.M.S. SCREW w/ 1 1/2" S.S. NEOPRENE GASKET WASHER (1) SCREW a MAX 3" FROM EA SIDE d E 0 MAX 1" O.C. (-I) PER POLY -PANEL e FRONT EDGE w/ MIN. I" EMBED INTO BEAM t GABLE END SIDES 0 MAX 12" O.G. APPLY BEAD \ STRUCTURAL 7 012 x 3/4" SEE WALL SECTION TEK FOR ADDITIONAL SCREW DETAILS a 161, O.G. MAX. I APPLY B£A�.I EXTR'D ALUMINUM UNIVERSAL GUTTER OR FASCIA EXTR'D ALUMINUM 1.45" x 2.10" x 4" x .25" L - SHAPED CLIPS EXTR'D ALUMINUM 3" x 3" x 0.125" COL. ROOF / BEAM / COL, NOT TO SCALE 24" 024" - _METAL KICKS_ - _ _ _ d SEALANT TYP. fi EXTR'D ALUMINUM 3" x 3" x 0.125" BEAM 014 x I" TEK SCREW 3 PER L -SHAPED CLIP TO BEAM (6) TTL 8 INTO COL. (4) EA SIDE - 2 ROWS OF 2 / CONNECTION SECTION '' / % / / - --------------------'----- FLASHING ONLY ----------------- - - - -------- ------- u + I II I II I II I II I1 ;1 ❑E /- 9 _1 E❑ ❑E +/- 9 1 E +/- J I +/- 9I -1I ' A FLASHING I,1 ;i ICY / II TYP 4TH WALL G A + 11 1 E NEW COVERED SCREEN PORCW ; SCREEN o M � 1 QREMOVABLE ACRYLIC WINDOW PANELS EXISTING CONCRETE SHALL B£ REMOVED WHEN WIND SLAB E FTC, E O SPEEDS EXCEED 15 MPH (34 M/S) TO REMAIN _ ILL WINDOW 4E -------- ----------------- ----------------- ------------------------ t-------- RM----------------- = -- ---------- --------------------- A + _ E 51 E SCREENED E A A E A A E A A E A A E A A E A A E A O� ACRYLIC wlNDow OF /3'-311 +/- 6'-0112" I +/-6'-01xs" I +/- 6'-OIL" I +/- 6-016" I +/- 6'-Dys" IL IIIz FLOOR PLAN SCALE- 1/4" = 1'-0" I: CONSTRUCTION TO FOLLOW THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2011 6TH EDITION 4 WIND CRITERIA PER ASCE 1-10. 2: ELEVATIONS ARE REPRESENTATIVE ONLY THIS SCREEN STRUCTURE t CARPORT HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2011 6TH EDITION WITH ALL SUPPLEMENTS AND ASCE 1 - 10 ENG. BOOK 160 ULT MPH (3-SEC. GUST) WIND VELOCITY. EXP IIB" OPEN ENCLOSURE TYPICAL SCREEN ROOM ALUMINUM SYMBOL KEY ® 1 x 2 EXTRUDED HOLLOW ALUMINUM © 2 x 2 EXTRUDED HOLLOW ALUMINUM © 2 x 3 EXTRUDED HOLLOW ALUMINUM 0 2 x 4 EXTRUDED HOLLOW ALUMINUM ® 3 x 3 x .125 EXTRUDED HOLLOW ALUM F❑ 2 x 10 SELF MATING ALUMINUM BEAM 2 x 6 SELF MATING ALUMINUM BEAM a a ❑ ❑ TYPICAL TYPICAL ALUM. TO ALUM, ALUM. TO ALUM. CONNECTIONS CONNECTION TO COLS w/ 2" x 2" x 2" x .1215" CLIPS w/ 014 x 2" S.M.S. w/ (8) 012 x 3/4" S.M.B. ® MAX 16" O.G. U.N.O E U.N.O A TYP. EXTRUDED ALUM, COL - SEE FLOOR PLAN 4 CHAIR KEY FOR SIZE a RAIL - MAX. +/- 30" A.F.E. lu FAI A❑ A❑ (U 1/4" TAPCON w/ 5/8" WASHER w/ MIN EMBED 1 3/411 MAX 24" O.C. SEE COL. TO TO SLAB t EXISTING STRUCTURE SLAB DETAIL FOR COL. CONNECTION ❑ 71 ❑'. GONE K TYPICAL CONNECTIONS FOR SCREEN FRAMING NOT TO SCALE FLASH t CAULK EXISTING HOME ROOF TO NEW ROOF 014A S.M.S. SCREW w/ 1 1/2" S.S. NEOPRENE GASKET WASHER (1) SCREW a MAX 3" FROM EA SIDE t < a MAX 1" O.G. (1) PER POLY -PANEL a 4TH WALL REAR EDGE w/ MIN. i" EMBED INTO BEAM 9 ROOF e PANEL E I E EXISTING HOME ROOF OVERHANG NOTCH CORNER ALUMINUM COL. 1 01 " FOR EXTRUDED SELF MATING ALUMINUM BEAM ATTACH w/ (2) 1/2" THRU BOLTS t WASHERS, USE (3) BOLTS FOR BEAM SiZ58 2 x 10 a LARGER EXTR'D ALUM 3" x 3" x 0.125" COL. / tit I Ilr� l'IiUl1 TYP 4TH WALL / BEAM / COL. / CONNECTION 8 NOT TO SCALE CONCEALED FASTENERS ORATTACHMEM ARE THE RESPONSI91L Y OF THE CONTRACTOR OF RECORD Oil ION ST. LUCTF COUNTY RITIT. ISION REViFNN ED FOR COS r REVIE'NED BY DATE - PLANS AND PER.MIIT MU T BE KEPT ON JO OI. NO LNSPECTION WILL BE N,=E. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NNISSAAY IN ORDER TO COMPLY WITH AU. APPWanii; 9®gisl PRODUCT APPROVAL SUBMITTAL AFFIDAVIT THE FOLLOWING PRODUCTS WILL BE INSTALLED THE MERCADO RESIDENCE IN THE STRUCTURE LOCATED AT: 155 IMPERIAL WAY FORT PIERCE, FL 34951 PROD. DESIGN PRODUCT PRODUCT PRESSURES MANUF. MODEL " APPROVAL ROOFING +/-80 PSF ELITE 4" x 0.02411x IM EPS FL 1561.1 MATERIAL Aluminum Composite Panel I HAVE: REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THE STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES _ SPECIFIED BY THE CURRENT CODE _fit__ PROVISIONS. AS SIGNED, SEALED E DATED HERE... MAR 16 r7?8 ST. Lucie County, Permitting_ - PERMIT 0I802-0430 REV 3-8-18 PLANS REVISED TO SHOW 4TH WALL t 4TH UJALL ATTACHMENT DETAILS ��pa o`l3a 3�/3�iS U 0 0 C P1 W z PLI n ov0 0��4 arn a 0 z I ®�■rn ■❑■ i•�-d 00 I� > Cn Y z a A N M t` L'a - 00 ' r Z O . a R WW��a` O0orF')a rn� O aH a rn iU U L Q Cq wV_n) 't-i, i� ,L U W O LU 0- a o '1'� i.1.i m Copyright 2011 All rights reserved. REVISION DATE 3-8-18 JOB M IT`39 DATE : 12/22/11 SHEET 1 of 1