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HomeMy WebLinkAboutFloor Plan40P-1 D" I M FLOOR PLAN SCALE: 1/4- = V-0 DOOR SCHEDULE ALL DIM SHALL COMPLY WITH EGRESS HMDNME AS PER FUCIOW.1.9.3 SWD TYPE CRY DESCRIPTION HARDWARE SIZE PRE -HUNG DIN. 7 6 PANEL LIEVER .AWNCIP DEADOOLT 7-T X V-6' X 1-31r ® PIE -HUNG DR. 2 DR. EXT DR LIEVER HANDICAP LT 2(2'-Bl X B--r X 1-3/e © PI6:-HUNG DR. 2 _ S& CLAIM OR INSIDE THM LATCH RDIOI OUT UKK r-r X r-' X 1-3/4 1'-4' 14'-1" FDOH in St. Lucie County Environmental' Health t, ) Plan Approved for Construction >t u-rsedes All Previous Site Plans for T #%' PU083i2 & Well # WINDOW SCHEDULE SHIFT TYPE M 11MgBPTIOI HARDWIRE SE a 255 H 7 QFA AUUWNUM Y-1" X5'-r Q 35SH 1 CLEAR NIAMAIM 4'-6" X 5"-0' © 2 (25 SID 1 GEAR NJJYNUN 6'-3' X 5"-0, AREA BREAKDOWN LIVING AREA = GARAGE AREA = 1,511 SQ. FT, 460 SQ. FT. TOTAL 1,971 SO, FT, ENTRY AREA = COVERED PATIO = 38 SQ. FT. 174 SQ, FT. TOTAL AREA = 2 W SO. FT. VENTILA11ON OF ATTIC SPACE PER 2D17 FB: 232&3.2 RA110 OF MET FREE VENDGATLN TO COLING = 1/150 ATHC SPACE TO HE VENTILATED Z439 S. FT. NET Al OF SUM VOTlATRN REQUIRED 2,439 SF. _ 16,26 SO. FT. 15D SUE AID SPACING OF STTrt£N VENTS 7-922" (1.05 W.) W 6-T QC, MN NUiBFR OF REQUIRED SO6t11 VFN14 1626 / 1.05 - 14 SUM VENTS UIEAR FT OF CAVE (.ffn AVNLW 3le-T L.. Ft NUMBER OF SCREEN VENTS PROVIDED 314! / Of = 40 SCREEN VENTS SE 'TV. WILL SECNCNP ON SALE ST. FOR SEEN VENT LOCANN GENERAL NOTES 1. ALL OPENINGS SHALL BE PROTECTED NTH APPROVED HURRICANE SHUTIEAS WITH THE E ISCFPDLN OF THE ENTRY DOOR AMID THE GARAGE DOORS WHICH SHALL, BE DESIGNED TO WITHSTAND HURRICANE IMPACT LAA9 (APPLICABLE ONLY IF IMPACT TaA% IS NOT BEING USED) 2 =Ot DOORS a FRAMES TO HAVE WEATHER STEPPING 1 UNLESS OTHERWISE NOTED, ALL STRUCTURAL LUMBER SHALL BE 12 YELLOW PING OR S.P.F. 4 WINDOWS INDICATED WITH (L) MUST BE MANUFACNRD TO CONFIDENT TO THE BUILDING CODE NTH RESPECT TD MINIMUM EMERGDNCY EGRESS REQUIREMENTS- SEE SPECIFICATTN REGARDING M i OF EGRESS BELTED. S ALL ATTIC OPENINGS SHWA. BE FRAMED NTH 1' X f WOOD FISHING. IS. PHONE COVET AND SWITCHED) LIGHT AT ALL ATTIC ACCESS T ALL HIM DOD SHALL BE HOLLOW CORE B ALL SHOVER ENCLOSURE MASS TO BE SAFETY O A7NG 9. ALL WIROOW FRAMES TO RE SET IN CAULK BEDS 10. FXIFFRIN DIM 3 FRAMES TO HAVE WEATHER SWEEPING 11. ALL LINEN CLOSET SHALL HAVE 5 SELVES 12 All INTERIOR NON BEARING WALL SHALL ED METAL SIIAS NTH GIVE E INSTALLATION PROCEDURE AS EPECFiD BY MANUOACRIER 11 EXTERIOR SORTS A OD. 'NHL BE OAD WITH STUCCO OVER DF. METAL LATH AIRED PER FEW 2M7 CHAPTER 25, SECTION 2508. 14. GENERAL CONTRACTOR S M I. MONEY ALL MASONRY OPENINGS WITH MINUFACDRRS LITERATURE SPECIFICATIONS REGARDING MEANS OF EGRESS THE MODE OF OPERATION O EGRESS WINDOWS SHALL NOT REWIRE THE USE OF A KEY, TOOL SPECIAL KNOWLEDGEOR EFFORT. SUCH GEAR OrEFdNG STALL CL NOT LESS THAN 2r IN WIDTH 2e IN HEIGHT, 5.7 SQ FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 4e OFF THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM '.NAIL BE PLACED HIGHER THAN 5C ABOVE FINMED I LOIN. I-1 SOLID BLOCKING 4 MUM 12'-D" NIGHT. TOP TRACK 2X- WOOD STUDS PER WALLS SECTION DETAIL BOTTOM RUNNER TRACK ATTACHED TO CONCRETE DESOID FOR SLID OF LATERAL LOAU,� BASE -SEE TYP. INTERIOR --WALL MAIL TRACK PER FBC 2017 INOTE WOOD STUDS OR METAL STUDS MECHANICALLY FASTENED ASPHALT SHINGLE OVER UNDDRLAYMENIPER F.B.C. 2017 ZONES FOR ROOF COVERINGS NTH SLOPES OVER 1,12 ROOFING CONTRACTOR SHALL PROVIDE MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. PERFORUANCE REQUIREMENTS AND APPLICABLE CODE REQUIREMENTS IN SECION 1518 FOR HIGH VELOCITY HURRICANE DIM. SINGLES OVER 15# FELT ON 15/32" CDX OR 7/16" OSB (MIN. RATF_D 16#24) HURRICANE ANCHORS SEE DETAIL ON PAGE A9 BOND BEAM GALv IATL DRIP STRIP ON PT 1X2 WD BLOCKING ON PAINT GRADE 2XB WOOD FACIA 2 COAT STUCCO FINISH OVER WIRE LATH ATTACHED DIRECTLY TO BOTTOM OF TRUSSES W/Y ONNT. SCREEN VENT ................._... s 8" REINFORCED C.M.U. W/ LADDER TYPE HORIZONTAL 2 FURRING SINS AT: _k1:iiE'rii}Fiiiiii?i JOINT REINFORCEMENT EC W/ FOIL BACKED::.'......`.';;;:::;?;;:iii 16` O/C EXTEND 6' MIN. INTO I RF COa.UMNS 5/8- STUCCO FINISH (1) _AYER OF SCRATCH COAT .: t;-:r:;;;:. ' : (1) LAYER OF MEDIUM TEXTURE cEMETVTUDuTILE S TILE:::::;;;t SKIP TROWL TEXTURE:. R BOARD TO A M OF 72" A.F.F. SOLD GROUTED CELL W/(1) u I.. #5 RE -BAR HORIZONTAL At '= III FINISH AT WITH MIN. 30" OVERLAP z a FLOOR (SUCH -377 FRAEMRC TILES) . MIN.:::::4:>:3?:...` �. EIEV.O,_0. r FNISTNG FOAWATKN BATHROOM WALL DETAIL SASAT NTS - - a�- WALL SECTION SCALE: NTS ANCHORAGE AT JAMB ��RIFY SLOPE PRIOR Tr TRUSS CONSTRUCTION 12 zX4 CONTINUOUS LATERAL BRACING 45-O'GC INSULATION \" GYPSUM WALLBOARD DIRECTLY ATTACHED TO BOTTOM OF RAFTERS PROVIDE BLOCKING AT ENDS P.1. I"X2" NAILER 1/2' GYPSUM WALLBOARD ON P.T. 1X2 FURRING STRAPS AT 24" O/C W/ FOIL BACKED R-4.2 INSULATION AKX!P BASE 4" FHICK CONCRETE SLAB W/ SKI LAMA WWM ON .00E MIL VAPOR BARRIER ON CLEAN- B5% COMPACTED, TEERMINTE TREATED FILL DOUBLED MESH 60" AT PERIMETER) PRODUCT APPROVAL SUBMITTAL AFFIDAVIT P ermit # Building Address: Contractor Oner ind schedule: Swino Doors, Overhead Doord, Sliding Doors. Fixed Gless, Windows 8 Skvliuhts FL#or Product Model# Manufacturer Glass Attachment Method Type, Size, Building Design Product Design Miami Dade Description SDacinu & Embedment Pressure Pressure TEI=kwKL 1 4' aa/B�4®pL5 NOR 17-1212.21 Window 7700 Series Lawson IMPACT I p� W� 1 [R4�BCO MA MN 1p/,4�' D@D N101mNG R FRMI CMMM' & S°Mf MAIM 91/4' OC +55 -55 +67 -67 1/4" X1" Min. embed tapcon FL 5684 Garage Door Windcode Coplay Ill ED B" O.0 wl 1" whashers +55 -55 +54.60 FL 2346-R7 Underlayment Warrior Warrior N/A NIA +55-66 n/a FRAME HEAD . 114" EI.CO TOPCONS MIN, 114" EMBED INTO CONIC. 6" FROMCORNERS FL 5891 poor Fiber Classic Lawson FRAME JAMS$114"ELCO TOPCONS Impact MIN. 114"EMBED INTO CONC. 6" FROM CORNERS& SPACE MAX 14' O.C. +65-56 +67-67 NOA SLDG. 14 TAIPQN 1 lw MMdEX Ia TML RMATPAIN TOO 17-1212.08 GLASS DOOR 900 Series Lawson Impact 1tPo1 t eY Mtlm 9N]iS MA'aN1' OR CONIC NIA +50 -50 PSF I/4' MAX STM, 912 SU X 1 1/r L W 1f Uc MAX. +73 - 73 +73 - 73 Product Model# Manufacturer Attachment Method Building Design Product Design Type, Size, Spacing, Embedment & Stiffener etc. Pressure Pressure Mullions NOD 18-0529.03 Lawson S' TNON WA IIT BL D1®.TIOfD RfETRARWL EL B6E MSTMIO 2 3 r CUICETE OR HOIDW M00L 16rAlAID PER MMF S'E<5. N0AALIAM�SIp�1pGILNNED (A11EDl MIF16 HAS, it OR 12 Roof FL 10124 Gat LONG ENSIOI 3 lESNAND EgTRFNpIS NEAP INTO USE AOBE lAE MRP EO6E�MP�1 1 AV iY FPo�tlW OC Ig ABOVEEACH OR OUT Sidin —AM Soffit Stucco Hurricane Panels Less Gauge of Steel than 6' span Hurricane Panels 6' Gauge of steel Chah nY TMo I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance W the wind loads and forces specified by current code provisions Please customize the size of this form for Our y specific structure. It is not intended that you fit Name: WayneGandv the product approval information into the provided Signature: spaces. This form is provided as a template. 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