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HomeMy WebLinkAboutApproved Site Plan56'-11j" 19'-7" AREA BREAKDOWN LIVING AREA = GARAGE AREA = 2,357 SQ. FT. 436 SQ. FT - TOTAL 2,793 SQ. FT. ENTRY AREA = 121 SO. FT. TOTAL AREA = 2,914 SO. FT. VENTILATION OF ATTIC SPACE PER 20117 Ric 23RE32 RATIO OF NET FREE VE mnaN TO OWING = 1/150 ATOC SPACE TO BE W)1TUTED Z914 SO. FT. NET AREA OF SCFM VENTILATION REQUIRED Z914 S.F. - 10.4 SO. FT. 15D SUE AND SPACING OF SOEEN VENTS 7-ar (1.06 SF.) 0 9-0' OA ON. NUMBER OF REOARm SCHOOL VENTS 19.4 / TOE - 20 SYJEEN 1ERIS LUEAR FT OF LAVE (SORB) AVAILABLE 4W-e bL FL NINW OF SCREEN VENTS PROVED 25i / W = 33 SCREEN VENTS SEE W. WALL SECOOM IN SAW sit . FUR sEaN VENT LOI GENERAL NOTES: 1. ALL OPENINGS SAL BE PROTECTED WITH APPROVED HURRICANE SHUTTERS NTH THE EXCEPTION OF THE ENTRY DOOR AND THE GARAGE DDORS WHICH SHALL BE DESIGNED TO WITHSTAND HURRICANE IMPACT LOAD (APPUCABIE ONLY IF IMPACT GLASS IS NOT BEING USED) 2 DDERIOR DONE k FRAMs TO HAVE FEATHER STEPPING 1 UNLESS OTHERWISE NOTED, ALL STRUCTURAL LUMBER SHALL BE 12 YELLOW PINE, OR S.P.F. 4, WINDOWS INDICATED WITH (E) MUST RE MANUFACTURED TO CDNFORIM TO THE BUILDING CODE NTH RESPECT TO MINIMUM EMERGENCY EGRESS REQUIREMENTS- SE SPECIFICATION REGARDING TERN OF EGRESS BELOW. 5. ALL ATHC OPENINGS SHALL BE FRAMED WIN P X f WOOD FRANK 11 PROVIDE OUTLET AND SNTCIFD LIGHT AT ALL ATIIC ACCESS 7. ALL INTERIM DOOR SHALL BE HO.I OTf CORE S ALL STOWIR ENCLOSURE GLASS TO BE SAFETY 9.AnKL S ALL WINDOW FRAMES TO BE SET N CALAT BEDS 10. DODDER DOORS k FRAMES TO HAVE FEATIFR SIFJ"r. 11. ALL LINEN CLTSEr SHALL HAVE 5 SELVES 12 ALL INTERIOR NON BEATING WALL SHALL BE METAL STUDS WITH GATE A: INSTALLATION PROCEDURE AS SPECIFIED BY MVNUCFACTAET 11 DMOR SOFFITS k O.G. S1A11 BE MAD WITH STUCCO OVER DIP. METAL LATH APPLIED PER FBC 2D17 CHAPTER 25. SECTION 2501 14. GENERAL CONTRACTOR SHALL VERIFY ALL MASONRY OEHNGS WITH MANUFACTURER'S LTERATRRE SPECIFICATIONS REGARDING MEANS OF EGRESS THE MODE OF OPERATION OF EGRESS WINDOWS SHALL NOT REQUIRE THE USE OF A KEY, TOOL SPECIAL KNOWLEDGE OR EFFORT- SUCH CLEAR OPENING SHALL BE NOT LESS THAN 20' IN WIDTH 24' IN HEIGHT, 5.7 S. FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 41V OFF THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 5V ABOVE FINISHED FLOOR. SOLID BLOCKING 0 MUM IT-V HIGHT TRACK 2X- WOOD STUDS PER .WADS SECTION DETAIL FOR ELECTRICAL OUTLETS / 11Mm ANCHORAGE AT JAMB BOTTOM RUNNER TRACK �DESNGNEOILAR FOR 1B1/5F ATTACHED TU CONCRETE OF LATERAL LOAD. BASE -SEE TV. INTERIOR PER MC 2017 BASE TRACK WALL DETAIL FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # - 0606/f9 & Well #5-34(oj41 Date: ,9' 7� ?w 0 Revie er: METAL ROOF OVER 30# FELT VERI SLOPE PRIOR ZONES FOR ROOF COVERINGS WITH SLOPES OVER 212 ROOFING TO TRUSS CONSTRUCT10N CONTRACTOR SHALL PROVIDE MANUFACTURER'S SPECIFICATIONS FOR 12 INSTALLATION. PERFORMANCE REQUIREMENTS AND APPUCABLE CODE REQUIREMENTS IN SECTION 1518 FOR HIGH VELOCITY HURRICANE 19/32" C-D STRUCTURAL I PLYWOOD SHEATING OVER PRE-ENGINEERED WOOD TRUSSES 024" O.C. HURRICANE ANCHORS SEE DEEAIL ON PAGE A9 BOND BEAM GALV MTL DRIP STRIP ON PT 1X2 WD BLOCKING ON PAINT GRADE 2X8 WOOD FACIA 2 COAT STUCCO FINISH OVER WIRE LATH ATTACHED - DIRECTLY TO BOTrON OF TRUSSES W/3" CONT. SCREEN VENT 2X4 CONTINUOUS lT� c INSULATION \" GYPSUM WALLBOARD DIRECTLY ATTACHED TO BOTTOM OF RAFTERS PROVIDE BLOCKING AT ENDS P.T. 1"X2" NAILER - ---------------_-._, �_-v ILA L_JI I -- a 8' REINFORCED C.M.U. W/ 1/2' GYPSUM WALLBOARD ON -,I u•MOD I LADDER TYPE HORIZONTALP.T. 1X2 FURRING STRIIPS AT ao ------- - - .--x.N .........................•.. .........,................. ......... .......... ......... P.T. iX2 FORR0IG STRIPS' AT.�:::::,::::::::::::::::: ........................,n JOINT REINFORCQAENT ® 24 0 C W FOIL BACKED / /N I I _. __----- ------------- 4" � : I ::::.�24" 0/C W/ FOIL BACIO7X''"""`'"'i":?:�iii:: I 16' 0/C IXTEND 6" MIN. INTO R-4.2 INSULATION q11H I ! _ 13' 4" P " KITCHEN 13-9 o0 00 " LO ;::aa:•:aaaa::•10 r::R-4.21NSULA110N......�; ii :� ;:':�>':::: TIE COLUMNS 3'-1" -6 CMG. -"-1 9'-6"5 8- STUCCO FINISH. 1/ () 4" � ATCH LAYER OF SCR COAT -2. LAYER OF MEDIUk TEXTURE (S(IP _ © P 12'-7" z MIN. \ CEMENTUOUS TILE z_ moWT TEXTURE. Y WOOD BASE :2 CL N .� BOARD TO AMINIMUM = ._. a -. ... _BA 2 AFF OF 7 '................- STUD GROUTED CELL W/(1)Its MCKER Rn in ::... __ __. ... ^ #5 RE -BAR HORIZONTAL & t 4 THICK CONCRETE SLAB W 6X6 OEM,M B DROOM #2 I .................... ....................... WITH MIN. 30' OVERLAP 1.4 WWM ON .006 MIL VAPOR ;::IMPERVIOU ....................:. FINISH AT m BAR� BARRIER ON CLEAN, 95X COMPACTED, i,q OFIN. WALLS AND. FLOOR (SUCH ;,}..'.:jjr?IERMINTE TREA7ID FILL DOUBLED :i:2;?:AS CEFR IC TILES). MIN. ;;;':y;;;;;.>:.:.:........•.`.: ELEV MESH 60' AT PERIMETER) r: FL 17 .a. .... .r^. r 1'-6" 1'-6" 1 FLOOR PLAN EXISTING FOUNDATION BATHROOM WALL DETAIL SCALE: WITS WALL SECTION SCALE: NTS City Of Port Saint Lucie Building Department PRODUCTApproval Submittal Affidavit Contractor ODenincl schedule: SWhO Doors, Overhead Doord, Slldinq Doors. Fixed Glass, Windows R SkAiahts FOOTER. FL#or Product Model 9 Manufacturer Glass Attachment Method Type, Size, Building Design Product Design Miami Dade Description SDacina 8 Embedment Pressure Pressure TOCOB IR I'Ar Bm Noa 17-1212.02 Window 7700 Series Lawson IMPACT ,;4 � 'FMY FNII COEDS k SP YO 91/4' D.C. SLL - ALOE +55 -56 +67 -67 1/4" X1" Min. embed tapcon FL 5684 Garage Door Windcode Coplay Im act B" O.0 wl 1 " whashers +55 -66 +54 -60 FL 2346-R7 Underlayment Warrior Warrior NIA NIA +66 -55 n/a FRAME HEAD -114" ELCO TOPCONS MIN. 114" EMBED INTOCONC, 6" FROM CORNERS FL 5891 Door Fiber Classic Lawson Impact FRAnE JAMBS 114" ELCO TOPCONS MIN. 114" EMBED INTO CONC. 6" FROM CORNERS 6 SPACE MAX 14" O.C. +65 -55 +67 -67 5 iA"OOI W 1 IOL BRE1/4' D. NICE BIIX Noa 17-1212.09 French Door 2020 Series Lawson Impact 11(P YN BXE D67ANCE k YAY9 SM SPAM +56 -66 +88 -86 I I I Product Model # Manufacturer Attachment Method Building Design Product Design Type, Size, Spacing, Embedment 8 Stiffener etc. Pressure Pressure Mullions Noa 18-0529.03 Lawson 5Ar TN'COX NA 1 WE EOffDMM KWMTBN WE EDGE DWANCE 2 3 E' =M E OR HOLLOW SOOT IAUn IgPI61LV ® C61TED AOONG KS. 11 OR 12 Roof FL 10124 Gat LORDDOSNO� SSRAN� TNOO4g1AOp O3/4' INID 41' ABON TIES MM FOff AVPM I EAN 1S FTAi/IFGH END AND Itt ABOVE EACH OUT OUT Siding Soffit Stucco Hurricane Panels Less Gauge of Steel than 6' span Hurricane Panels 6' Gauge of Steel soon or more I have reviewed the above components or cladding and l have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions Please customize the size of this form for your specific structure. It is not intended that you fit Name: Wayne Gandy -- the product approval information into the provided Signature: spaces. This form is provided as a template. Certification Number: 33134 Date: revised 07112(2016 N Adunoo IS $ 4ualu4letla0 5up4lLUJad 881 OlOi 10 Nnr mp s � Gani3Jaa a� UU m88 U Z 10m Q ,oR F O m p Yi m O m.98 LL U � J C asa N ❑ Lu O lJ' m o 2 Z Z o Lu O N U e F ° Lu N W O w Q W M d mIL F_ III oo F U d p W 45V t M O ga to W z COPS n= Lu u. 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II i HH 11011 ffl 11111111111111I I I 'Nil !I If 12'-7" i � th BATH 3 " 4 00, 1vr�1 O y M rh � it �rlw BEDROOM #4 �xd• 6 N _ :. _ '--`----------------------- -------------------------------------'--'-'-----___---------------- - - '------__ _--- -------- --- _ j 9 _ v 2 COAT STUCCO FINISH LATH ATTACHED "0 TO BOTTON OF AWE 1 4'-6" 6'-3" 8'-3" 6'-0" 5'-8 4'-6" 0 rn n ��® COVERED PATIO I F i 54X63 SI# I w - 11 1111 I iHH111111hEll - BEDROOM #3 _»-_..________� -------_.----------------� I " O r------------------ ON i 13'-4" FAMILY ROOM 9 MAST. BEDRM. i I o COFFER aG. DINING ROOM 1 a; 3'-0" i I ! 2 BATH 2 - x Tue 4ff 1 III i M M O I 1 I � - --------------------------- J �I N I ❑ ❑ r ta�t7 - - Y r-- 13'-4" 13'-9" .. ' KITCHEN I07 �'" I 1" \ , /f37 HE 4" HIS \'I IQ (0�'7 74 -z" 12,-7. CL "J BEDROOM #2 N I---- - ------ ID El � 1 I 1 -6" i 16'-2"- aA i`l U " 121 QJ� 4 io *0_ N 1 OFFICE N o It o LI i nNAr>LEss -' LIVING ROOM I Al lt} I��V IA 0 — J �� 3° iNA BOLLARD MAST. BATH BOLTO TO CONCRETE A COFFER C (a 9 tL 12 O2 ------------ 1 •� Itil ?! - �= 1f � I!III!I!'I III; _ 54X63 SH 54X63 SH I 2'-2" 4'-6" ' 2'-3" 3" 4'-6" 4'4 22"x48' — I � I I� ATDC ACCESS FBCR305.1.3/R807.1 o > 19'-0" i li SHOWER 2 CAR GARAGE J x�V`3 c 0 1 3702 SH ' - ----- ------------ , ` - I 1 II 8 Z-4" 3'-1" 2'-4" 8-5° 5'-0" 3'-0" 7'-6" 2'-3" 15'-10" 1'-6. 1'-6" FLOOR PLAN SCALF: 1 4" = i'-0" 1'-0• IGWJ AREA BREAKDOWN LIVING AREA = GARAGE AREA = Z357 SO. FL 436 SQ. Fr. TOTAL Z793 SO. FT. ENTRY AREA = COVERED PATIO = 121 S0. Fr. 298 SO. FT. TOTAL AREA = 3,212 SO. FT. VENTILATION OF ATTIC SPACE PER = roc 1 x" PA10 a NET RU VWLA Ma W Ce M - 1/15D ATM SPAM M BE 1DTMAIED 3,34A % FT. Wr AREA OF SODA AE1NBAli1fl REMU 3.3NSy -121 MFL 150 SM AND SPAM OF SWIM wNIS rdr (I$ SF.) 0 W-O' OP - UK KUM W RUM SOW rolls 221 / 1AS - M SOW WTNS- WEAt rf OF FAZE (SEER) AVALaE 4W--W In FL "in or 5O 0 NNIS PAOMDED 4aS' / 8' - 61 SCREDI WOFIS SEEM. WALL STSW ON SAW SKI. Ra s m1 Ah7 LOCM GWAL NOTES; L ALL WMI S SHAEL BE PROIECTED NN A'Polm amw smnam MIN THE ETOM rM OF THE DM DOOR AM UE WAGE DoaG MNH SMLL OE DEsuMm M W INSI M MMCW MPACT LOAD (APRICAE E ONLY F REACT GLASS 6 NOT BERG USD) 2 DfEMOB 0005 a FRAMES TO HAVE WEARER SMPPWM 3. AM OTHFRWSE N07E0. All VOC1URA1. UM SHAt1 BE rA YMN PINE. OR SPF, 4. WWOM MDICAIED WIN (E) MUST 1£ MNAFACDMFq TO CIDI M TO UE 61NDING CODE WIN RESPECT TO MRMNM DARGBN,Y ELMS REMWSI 4T5.- .SEE EPECfICA10N REGNMING MEAN OF EGRESS BDDM 5. ALL ATM OPFNNGS SOLL BE FHNB;D W1111" X r WOW FRAAIMG 1E PIMOE WTO MM $WTOiED 11139 AT AL ATM; ACCESS 7 AIL DIDION WM SHALL RE RUM GORE 6 AR SHOW 80OLME OUSS 10 BE Seal OAM 9 ALL WNW FRAMES 10 BE SET W GAIM REDS Nl amm DOtliS a FRAMES 10 HAVE WAIIWR SIRIPPW!!i it. AL tumt OAST %Wl. RAVE 5 SHELVES 12 AL NOAOt NOR MAI= W02L WALL BE WK SKIDS WIN GAGE It WIXIAIMFI PROCJDMIE AS SPB'aIED BY U NAXFACTMER 14 DIM WITTS It Os. WU BE CAD WIN STUCCO M EXP. NEIN, LAIN ATU D PER FBC 2017 DIAPER 25. SOM 25M 14, GD&At. ONMOM STALL VM ALL MA$ MY OPDM 110 MAHIFACRAM tEIMFARME SPECIFICATIONS REGARDING MEANS OF EGRESS TIE NODE OF OPERATION OF E616'S YDAMS SHALL NOT REDUME 1NE USE OF A KEY, T00L SDtlAL INOWEDGE OR EFFORT: SUCH OEM WOW MU BE NOT LESS THAN 20" IN 24" N NOW. 50 SO. FT. 111E BOTWU OF 1HE OPOW SNALL. MDT BE MORE 1FIAN 44 OW TIE FINISID FLOOR AM HD PAT OF 7W WERAIMG NECHNISN %IAI. BE RACED FWOER THAN 54 ABOWE FIN SHED FLOM a 24° O/C W/ FOIL `:%MIN. \° CEMENTUOUS TILE :BACKER BOARD TO A r::MINI M OF 72" A.F.F. N n `-IMPERV1 FINISH AT -{WALLS AN FLOOR (SUCH %:AS TILES). MIN. _ :......ii l7LSBNG FORMA7MN� BATHROOM WALL DETAIL SCALE NTS SxM BLmw 0 MOWA ir-0" 111GIR E:F3.'3 2X- WOOD STUDS PER WALLS SECTON DECAL D070 RUMOR TRAD( .1- ATFAC}HD TD 0011CREIE � 815E -SE TIP. NIOU Im VALL — IMFORS.BS/$F LOAD, PER FOE 2017 MECHANICALLY FASTENED ASPHALT SHINGLE OVER UNDERLAYMENT PER F.B.G. 21717 ZONES'fOR ROOF COVERINGS VIH SLOPES OVER 212 ROOFING CONTRACTOR SHALL PROVIDE MANUFACTURER'S SPLMCATIONS FOR INSTALLATION. PERFORMANCE REQUI DIENTS AND APPLICABLE CODE REQUIREMENTS IN SECTION 1518 FOR HIGH VELOCITY HURRICANE DIM. SINGLES OVER 15$ FELT ON 15/32" CDX OR 7/16" OSB (MIN. RATED 16#24)(IF TILE ROOF IS USER SEE TILE MANUFACTURER FOR RECOMMENED HURRICANE ANCHORS SHEATHIN SEE DETAIL ON PAGE A9 TOP OF BOND BA ' TYr (YY GALV MTL DRIP STRIP ON PT 1X2 M) B[=NG ON PAINT GRADE 2XB WOOD FACIA 2 COAT STUCCO FINISH OVER WIRE LATH ATTACHED DIRECTLY TO BOTION OF TRUSSES W/3° CONT. SCREEN VENT 8' REINFORCED C.M.U. W/ LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 16" O/C EXTEND 6" MIN. INTO TIE COLUMNS 5/8' STUCCO FINISH. (1) LAYER OF SCRATCH COAT (1) LAYER OF MEDIUM TEXTURE _ SKIP TROWL TEXTURE. SOLID GROUTED (Alt W 1 /( ) g5 RE -BAR HORIZONTAL & a WITH MIN. 30" OVERLAP i � m a WALL SECTION SC • NTS /WNIRWVi1. ANCIAU E AT JAB VERIFY SLOPE PRO TO TRUSS CONSTRUCTION 12 V GYPSUM WALLBOARD DIRECTLY ATTACHED TO BOTTOM OF RAFTERS PROVIDE BLOCKING AT ENDS T. IV" NAILER 1/2' GYPSUM WALLBOARD ON P.T. 1X2 FURRING STRAPS AT 24' O/C W/ FOIL BA00 R-4.2 INSULATION MZt, :. `D 4" THICK CONCRETE SLAB W/ 6X6 1.41.4 WiMA ON .006 ML VAPOR BARRIER ON CLEAN, 95% COMPACTED, TERMINTE TREATED FILL DOUBLED MESH 60- AT PERIMETER #or Miami Dade Product Model IS Manufacturer GIM Description Attachment Method Type, Size, SPIC & Embedment Building Design Pressure Product Design Pressure Noa 17-1212.02 Wlndoer 7700 Series Lawson IMPACT f/F OLO a14 ENE +55,56 +67-67 t/4" X1" Min. embed tapcon FL 5684 Gamas Dow Windcode Copley Impact 9" O.0 wl l" whashers +65 36 +54.60 FL 2346-R7 Un m Wan'Iw Wan4or WA WA +55.55 Wa FRAME HaaD • W0.00 TOPCO KS ANN. 1W EMBED INTO CONC. r FROM CORNERS FL 5891 Door Fiber Classic Lawson Impact FRAME JAM=1W"ELOOcoars M R. ur EMBED INro cONa 6"FROMLYMNERS&SPACEMA%1r O.C. +65 v5 +67-67 Noe 17-121Z09 French Dow 2020 Series Lawson Impact i/lTlMl tDzS D6TNiOa dt/T all.BIr MCX. SM WAGFITMME +56 S6 +8846 Product Model # Manufacturer Attachment Method Building gn Product Design Type, Size, Spacing, Embedment& Stiffener etc. Pressure pressure Mullions Noa 18-052943 Lawson SP6 NO W/I t FRi.9M.M MEINGM MN Go DNS 2 3MPr WFtlkE CR MUOP 3= ' IWIR II/5Eto GNW11W�IF" DMAD) ROM M It M 12 Root FL 10124 f>af OIW0110 7 1 RWERLYMOD A(r MID 19ApIVsO� vg RAC /O�k AROIE RE MRF � t MNAW fM190 AND 1 ABMs EAGI CUr OUT Sidino soffit Stucco Hurricane Panels Less Gauge of Sme1 than 6' $ Hurricane Panels 6' Gauge of Steel I have reviewed the above components Or Cladding and E have approved their use in this structure. These products provide adequate resistance 10 the wind loads and faces specified by current code provisions Name: Wayne Gandy Signature. CertNication Number 33134 Dam: Please customize the size of this form for your specific structure. It is not intended that you fit the product approval information into the provided spaces. This form is provided as a template. rovi. 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