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HomeMy WebLinkAboutBuilding PlansO'-0'= Finished Floor 1' . I 12 4 1 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet �0 II�I�I 1` 5/8" thick light textured stucco on typical concrete ------------------------ -- block construction -- — — — — — — — —— 5/8" thick x 811w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4" = 1'-0" ELEVATION MOTES: Z Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.26" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet L■J�J I 12 LOPE 14 --—— — — — — —— ———————————— ---- 5/8" thick x 8"w cut 5/8" thick light textured Finish Columns with coral finished stucco bands stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands REAR ELEVATION — Overhangs at 1'-0" unless otherwise noted on Roof flan — Roof pitch at -4:12 unless otherwise noted — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — Return ALL Stucco Bands Into Window or Door. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x wood screws with self sealing washer at 12" o.c. max spacing over ASTM 1.5" D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet I II II li II y II !I II II II II II II II II II Vi II �T�.S L 0 P E� 2 5/8" thick x 8"w cut ❑ H. finished stucco bands 5/8" thick light textured stucco on typical concrete block construction --——————————————————————————————— — — — — —— RIGHT ELEVATION SCALE. 1/4" = 1'-0" 2" x 4" top plate 1I ' 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base —board 11 11 .,2 x 4" P-T. bottom plate Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with L25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction FRONT ELEVATION \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition nts Braden It Braden AIA, FA Winne Building Corp. Architects - Planners 411 S.E. Coconut Avenue I IF. T H M I I Tel : (112) 281-8258 I �l Fax : (112) 281-8283 Spanish Lakes E—mail: bradenala8comcast.net St. Lu ll Countg Florida Stuart. FL 34994 #AAC000032 SCALE: 114" = 1'-0" 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX PI wood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 .r,,_SLOPE �¢ SCALE: 1/4" = r—O" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) difflUb Florida Budding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: IL5 mph ultimate Mean Roof Height:ll'-p" Roof Pitch: 4:12 Internal Pressure Coefficient: to -IS Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C y� Ri�iraziiz 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.L psf Roof Zone: 2. +20.L/-51.0 psP Roof Zone: 3. +2O.L/-84.0 psP Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf 0 = Roof Zone I Wall Zone: 5. +35.8/-41.8 Of Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ® = Roof Zone 2 es Walls Zone 5 Are Components an Cladding Detai s Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: - = Corner Zones APPROVED SHUTTERS: )< IMPACT 4LA88: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: __15 oaf FLOOR DEAD LOAD: l0 psf JOB ADDRESS: �o.!z�>&Ck GARAGE RIGHT )ate Drawn evlslons Sheet Comm # 12-15-20 Drawn by: REVIEWED 170 C.C.U. CODE COM 11-209 Checked bg: ST. LUCIE C B D.R.B. BOC(: OF 5 FILE , FLOOR PLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. ALL Concrete used for vertical filled cells, cont, tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix L. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R'102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 2 �2" 2 �2" 6" CRASH POST DETAIL N.T.5. 31" high by 4" diameter steel crash post. Floor Flange with 4 - 3/8" expansion bolts into slab (3/8"t 50 ksi steel plate) 2Fi" 2ih„ �2" in 0 0 0 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11 All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gpsum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931 y AREA CALCULATIONS Living A/C = 1839 sq. ft. Front Porch = 26 sq. ft. Rear Porch = 100 sq. ft. Garage = 311 sq. ft. Total Under Roof= 2,282 sq. ft. Total Cubic Ft = 15,581.E "f�� 2 i 3" 2" 2' VTR LIAv-I 2" MABATH 2 ul 2' AAV MIA IL aC-1 2" LAV-1 2x 2" KITCHEN1 LAUNDRY . ' 2"1 I i LAY-1 / 2" POWDER WC-12' VTR .. -3 t MASTER we; 2" BATH #2 C 60, C1002, C104I,Cii I I, CII IS, C12 18, C1395, or C1396 and shall be Installed 2" according to the following: (FBC R�102.3.5) 135` Dr wall y Thickness Location Orientation Framing Member Max. spacing P 9 of fasteners Nail sizing options for drggwell into Spacing installation of Nails Screws Maximum wood framing membera 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga i 3/8" long with 19/44" head OR 0.098" diameter x 1 1/4" Iong )/2 "OR annular -ringed or 5d cooler nail 0.080" dia. xx 1 5/8" long with Wells Either 14" 8" 141. Direction 15/44" head OR Gypsum board nail 0.084" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 13/8" long annular -ringed or 4d cooler nail e OR Walls Either IL" 8" It 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Grown board nail 0.0915" dia. x 11/8" with 19/44" head. s PLUMBING RISER INSTALL YULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND Install windows thru buck into SILL BLOCK PRIOR TO BUCK block with 3/14" tap -con with INSTALLATION 1 1/2" penetration at V o.c. max. Attach buck to block wall with from each corner and 20." o.c. max 1/4" dia. Elco cone screws with min. thereafter at amb& and 20" o.c. max. 1 1/4" penetration at 12" o.c. max Exterior face at head and will per product approval and 4" max from each corner thru of wall Buck to be I" x 4" FT Exterior face 2" x V PT Buck of wall 7 r],Varies ir m I Ir cries I"x4" P.T. \4 NM Buck nailed to I #e Wood screw* thru jamb into buck Detail lock With a t W i n d OW S prior to window case hardened Halls attachment Detail at at each hinge and 15" o.c. max and Door prior to door attachment NTS NTS 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyingAsmoke developed index not to exceed 450 when tested in accordance with STM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 24. ga. 5v crimp metal roofing attached to plywood deck using #9 x I.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field_ Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at such true& 12 with (10) IOd x 1 I/2" nails PRE-ENGINEERED TRUSSES 4 ( 24" o.c.) supporting Max at 24"o.c. TYPICAL Ielolbs. uplift (shop drawings by manufacturer) Aluminum Drip --" R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x 4" Sub -Fascia Two rows of beam block filled with concrete and (I) #5 bar cont. in each row. Substitute Kagcan full o vent vingl soffit installed precast lintel filled with concrete and (1) #5 bar Cont. For bottom row over openings usingg 1/8' din shank x 15" long gals. roofing nails with 3/8" dia. head per product approval -see chart sheet #1 1/2" drirall over I" x furringg strips at 14" o.c. with R4.1 f_foil Insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be Installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. "1"i" block construction 03 Mortar to be Type B only proportioned per FBC RLO1.1 and Mortar Jonts shall comp y with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (l) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see Foundation plan notes For ass spacing at openings 4" concrete slab with fibermeah OR 4"x4" #10/10 WWM on 4 mil Viaqueen over clean compacted termite treated fill 5 WA offid _I I I I IIII x ISConcrete footing with with (2) #5 bars cont. and #5 14" transverse bars at 48" o.c. TYFICAL SECTION Scale : 1/2" = 1'-0" Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%a"x 5'-3%a" 54%a"x 434" Single Hung ZONE 4 2, 4'-2%a"x 5'-3%8" 15" x 434, Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21�2"x 38%" Single Hung ZONE 4 4. 4'-5%8"x 4'-2%" 54%8"x 54Ye" Single Hung ZONE 4 S. 4'-O%Wx 4'-2Ya°I ISY%"x 50Y." Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor With manufacturer s specs prior to construction sheet I Door Schedule Mark Size Rough Opening Door Description PZONEURE A 9'-0" X '1'-O" 108" x 84" Overhead Garage Door 12ATED ZONE 4 B 3'-0" X 4'-8" 411/;'x 83%" Fiberglass Panel - Inewin 9 IMPACT RATED ZONE 4 C 4'-O" X 4'-8" 13 %4" " x 83" Single Lite French RATED I ZONE 4 D 2'-0" X 4'-8" Solid Core - Wood - 4-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-0 X 4'-8" Solid Core - Wood - 4-Panel F 4'-0" X 4'-8" Solid Core - Wood - 4-Panel - double pocket G 2'-B" x L'-B" x 1 s/;' Solid Core Wood, Steel, or Masonrte Door H 2'-8" X V-8" Solid Core - Wood - 4-Panel U 2'-4" X C-ell Solid Core - Wood - 4-Panel - Bi-Fold K 4'-O" X 6'-8" Solid Core - Wood - 4-Panel - Bi-Fold L 1'-4" X 4'-81, Solid Core - Wood - 4-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO SOX ON SHEET #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction 4' -O" 12'-O" EGRESS 1'-O" SITTING 0 o Covered Porch ROOM D iv 10'-01, D 10'-8" 4" 12'-8" 5'-4" 4'-8" iv I bo © MASTER O BEDROOM 00 �Dt 8'-0" A.F.F. OIL 1 Flat Ceding p 8'-0" to 9'-1 Vaulted Ceiling O GR AT G RG OM Rod I Shelf p 20 -8" 4' 4" 4' ° I I o. I 1 1 w l I Vanity to be p r I N 1 plb.34:12"high N - B'-O" to 9'-8" A.F.I . 2" x L" knee -wall o L SET Vaulted Ceding 1 below counter top ne I ter-1 Mr r DINING I ROOM I a ,F 8" LRod Shelf nINEN �s VY BA T I % (41") o I High Wall o I ,-o Ki.TCHEN o © I l; N r 4,� 1-1/2" 4'- 4„ 4.-5„ II'-1" Overhang -O" A.F.F.OL iv Flat Ceiling an ry LUpper cabinets to extend over Ref. if * Rd. Q - I V - Pan" s El ° ATH I Q 0WDER `o -II a . lee lsum o 3 E ~ LINEN a54 Provide auto AEINE - O 111 J� 22" x �t - d Attic Aeesse I closer r Rod t Shelf I>* I s 6 ath light snit to be , `- 2 I L s - 4" edl Ballard h3 Y2"high C OSET I ,is n �a�{r I o See detect on this sheet ISO Amp d) m Pan I QI� m v H.B. 1 I 0 4'-0" 4" 4'-4" I GARAGE Flat Ceding 01 N QD °U° n.oOn i =in u GO B r-----------------� E ERGEN Y I Block wall in GRESS I garage to be p struck 0 0 T 0 Q I block JUNIOR " MASTER ©c v RED Q BEDROOM PORCH i+ O 1 4 2 ® I v 8'-0" A.F.F. AL F7 t C Flat Ceding t 2'-1" 3'-5" 9'-0" 51-2" 15'-loll 12'-8" U LOU NLL cn H.B 0 ul " Filler' 4'-O" A/C o eter O Braden t Braden AIIA, PA Wynne Building Corp. MODEL: Date Drawn Revisions Sheet Architects - Planners GARAGE 121-15-20 41'1 S.E. Coconut Avenue I THE � � � M I I �l � RIGHT Drawn bg: REVIEWED FOR 2. Tel : (112) 281-8258 C.C.U. CODE COiVIPLIANC Spanish Lakes Fax : (112) 281-8283 E-mail: bradenaiascomcast. net Checked b g` ST. LUCIE COUNTY Stuart. FL 34991e #AAC000032 St. Lucre Count Florida y �' S. E3nCC OF 5 Comm # 11-g209 STRUCTURAL DOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ (.XL 10/10 WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WiRE MESH. S• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. L• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRiNG ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" lo. ALL REINFORCING STEEL SHALL BE GRADE LO, MEETING ASTM A -IL, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc-_ S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6°-O" to 9'-II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwi a noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A -I( and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/21 1 concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap Fill cell with concrete and at each felled c (1) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 6 and Visqueen over / clean compacted termite treated fill Grade °6 .•.:: ':::. 111�fT1TfiT�T� _ I1II, �;..�� IIIII�I1—I�III�I,�II1— -IIII �IIIIII = III �illlI —1II = I I I IT III I I 1111 I— 14 w x 18"d Concrete footing IIII with (2) #5 bars Cont. and #5 3„ transverse bars at 48" o.c. 3" 14, TYPICAL FOOTING DETAIL J bt..HLt W." = I —V 4" concrete slab with fibermesh OR CxC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar coat. Step per foundation plan " #5 bars cont. bottom steel E STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) u1 bars vert. tied into hntals above Top of rooter 16" below finished floor Grade =IIII—IIII ;::.w 11=,„ —I I I —I 30"x30"x16" concrete =IIIII— column footing with (4) -i' --IUS US bars each way 30" COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADES #5 bar cont. in Curb height Verify based on foundation plan- 5 SCALE: 1/4" = i'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention Inside the foundation perimeter shall be dome after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR CxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Filled Cell Masonry Column With One US From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Contractor to provide proper foundation chairs for proper steel installation IN PORCH SLAB EDGE DETAIL 30" min. SCALE 1/2" = I'-O" 95 bar vert. w/ 30" overlap Corner Steel Lap at each filled cell nts Fill cell with concrete and (1) #5 bar wart. (typical). Filled Cell Masonry Column With One Max. spacing shall not exceed #5 From Footing TO Tie Beam Wood 48.1 unless otherwise noted g Base see foundation plan notes for Conc. Fill To Be 3000 PSI spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR -1 VxV #10/10 WWM on L and Visqueen over clean compacted termite treated fill —IIII=IIIIIIII11li Single Filled Cell Column ;. —IIIIIIII I�lillllll 1' NTS IIII=1 I , 14"w x 18"d Concrete footing with (2) #5 bars cunt_ and #5 3" transverse bars at 48" o.c. SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with 1/2"ilia. x L" expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Q olumn NTS FOOTING SCHEDULE Mark size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W x 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"10 THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB 9 O'—O" 0 i ro an 12" I :. Y 9'-0„ 35'—O" 25'-0" JI I I ItJI �_�_ _�_ _�_IlJI I I IEJI I I i_i_ uJt:i ut.) r•--------------- —I------� I 1 Filled cell under I FI girder above L� I Rear Patio/Slab I to be poured separate r Thicken footing to from the house slab. I I 24% x 14"d x 24"L 10'—O" I under filled cell FI I under girder bearing. I N of I ODD �" ODOJ I© I I I° I o I I H.B. I 4" concrete slab with fibermesh OR I 6"xC 410/10 WWM on 4 mil Visqueen over 0 I clean compacted termite treated fill 7 FI 0 —i 'I —i i _i I —i of E NLL O i v (2)I I °o I ` v V I I I -!2E I tV v� 3 I LU v�N IiD I 1L I r- r- I I Q UE3 E I I � OO U FI I I€js s®� I r--- °' J I vim_ S I to Io of � t — — — — —— --- —� o FliGarage 0a Igo Recess for o0 00 Door I I I L — — — —— FI-----JI ROOF RLAN ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail size = ad ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Keu Area Edge Field Fastener Pressur SK Zone I 6" 6" Bid ring shank 45 psf Zone 2 .4" 61, 8d ring shank 16 psf Zone 3 4" .4" Sd ring shank 84 psf ** Zone 3a 0 6 0 6 # 8 wood screw 112.5 sF p ** Use nails or screws based on pres ure for roof stated in permit info box on these plans ?or zone 3 Concrete r Lintel Column — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Trusses at 24" o.c. . see shop drawings r by others R-19 Verify with an 12"x 12" 1 Column Block Rebar Rebar 1,48 Bar Dia. Min. Overlap Cellin v transition R-30 Batts 19 batts Frame ceiling transitiont'=----+ as needed using metal studs field verify exact configuration and sizes Drywall ceding see typical section nsulatlon Detail nts SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4" blocking to vert. leg of truss with IOd x 1.5 nails at el" o.c- Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12' into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL Provide #5 bare with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel Provide Cast -Crete eUe-OB/OT precast lintel set in mortar - Min. 8" Bearing STRAPPIN to Lintel Attachment ,AST CENDTER BEARING ER POINT NTS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plywood nailed at L o.c. in field \ and edges with IOd ring shank nails into studs - Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 2-0 Ib felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet �\\ Addtional Precast Lintel Lintel Bar Clear "A" :;: Length Length Span Bars Bars 7 CLEAR R 2'-10" 2'-8" I'-6" 2.#3 none 3'-6" 3'-4" 2'-2" 2,#3 none BF8-OB/IT BF8-IBAT BF8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2 #3 none - tt5 bars CLEA y :{ 1t!;` 4'-6" 4'-4" 3'-2" 2,#3 none ' me Row of "H" Block Above = ";' :::: 5'-4" 5'-2" 4'-O" 2,#3 none t =' Precast Lintel 5'-10" 5'-8" 4'-6" 2,#4 none i w.`:.'. Additional i 6' 6" 6'-4" 5'-4" 24 # none _ y #5 bars t__.I 1'-6" 1'-0" 6'-2" 2,#5 none BFIL-IB/IT 8FI6-IB/2T W 4" T-10" T-O" 2,#5 none NOTES: ALL reinforcing steel is grade 40. I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=8" 3. standard for ramr. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block AbOYe " Bottom Steel Size Top steel Size Max Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2' V-6" BF8-OBAT 1 #5 3069 1569 1024 L31 2'-6' 3%_81. 4'-0' eFe-OBAT 1 #5 2661 1363 163 L45 4'-5" W-10' 8F8-OB/IT 1 tt5 IIOS 90el 339 L50 V-O' V-6' eFe-OB/IT 1 #5 1238 ass 121 L60 6'-8. T-V 8F8-OBAT 1 #5 1011 121 534 LBO 8'-O" T-4' BPS-IB/2T 1 #5 2 #5 152 Sell 912 L90 T-O" 10'-V 8F8-IB/2T 1 #5 2 #5 643 s30 401 L905 T-O" 10'-6' 8FI6-I5/27r ONE 1 #5 2 #5 1533 1183 401 LI00 10'-O" II'-4' BPS-IB/2T 1 95 2 #5 582 494 452 LIQOB IO'-O" If-4' 1 81"I6-I15/2T ONE I 1 85 2 1 #5 1366 1028 452 LI20 12'-O' 13'-4" 8F8-I8/2T 1 #5 2 05 411 428 324 L120B 12'-O' 13'-4" 8FI6-I13/2T ONE 1 #5 2 #5 1016 110 324 L140 14'-O' IS'-4' 811"I6-I15/2T ONE 1 #5 2 #5 1250 609 259 LI60 16'-0" IT-4' BPS-IB/2T 1 85 2 #5 1 300 192 114 LILOB IL'-O" 11'-4' 8FI6-I15/2T ONE 1 85 2 #5 I 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24' o.c.) supporting Max. 18IOIbs, uplift Aluminum Amp _ Edge t Fascia 12" 2" xV Kaycan full a vent vinyl soffit installed usinngg 1/8 die shank x IS" long gale. roeling nails with 3/8" dia. head per product approval -sae chart sheet #1 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of rooter 16" below finished Floor IF 4 into Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger gable end trues with (2) IOdn4ifs at each web hi -rib lath vertical wood s to provide :ration into 3/4' penetration members 5lo8k thick light textured stucco on typical concrete block construction Varies - see Ian Simpson HETA 20 hurricane anchor at each truss ( 2.4 o.c.) supporting Max. 1810 lbs. uplift Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. n.'_ 1. Provide PT Buck;I attached per jamb details into filled cal 4" Pre-caat Sill (,,.. J k: "�z': i, Y.�},:J I•'J —Poured Filled Cell Provide #5 bars with min- 48 bar diameters overlap In filled cell. Tie �fdled cell steel Into continuous Tooter steel. Concrete Footing (see Tooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2' = 1'-0" #5 bar vert. w/ °0 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom ofMsliding door recess. Wood Step per foundation plan Slope per foundation plan °p I IIII I II I I 111—III . Brace Gable end with 2" x 4" sYP #2 art back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer ) \R-30 blown Fiberglass in bottom chord of trusses -1/2' drywall with smooth finish Two rows of beam block Filled with concrete -and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U 95 bar cont. for bottom row over openings 1/2" dr wall over I" x furringg strips a IL" o.c. with R4.1 frfoll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onlyy proportioned per FBC R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...l Fill cell with concrete and (1) #5 bar vart. (typical). `Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill t I,IIIIIIIIIIIIIIIIIIIIIIII 1111111:��,.. III III �IIIII�IIIIi„III' 14iii 11ii= 3 Typical Sect[on at Front i=orch N N � X r m e_ F- O a a W� a 2.c to di b 00 E_ C _ to `r r Strap truss to wall using Simpson MGT with 5/8 dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) 10d nails into truss. Add blocking to truss leg per Qstall on this sheet L\in \qqmlmmimmlimmizl im :able and c 4" SYP #2 min. nailed to bottom horde using (2) IOd each truss 1-2-19 PANEL "A" Piles SR Load Wee Description circa circa Description Wire Load les 1 20 1.2 kw a12 Refrigerator I Ran • U 12.0 kw2 1 20 1.2 kw a12 Clothes Washer 3 1 20 1.5 kw a12 Kitchen S.A.C. 5 L Dryer #10 5.0 kw J302 1 20 1.5 kw a12 Kitchen S.A.C. I a 1 20 - a12 Bathracia Recepts 9 10 Air Cond sor $10 5.0 kw 1 20 1.2 kw a12 Dishwasher 11 12 1 20 1.2 kw a12 Microwave 13 14 Air Hand] a10 5.0 kw 30 2 1 IS - a14 General Lighting 15 Ito 1 IS - a14 General Lighting n 18 WH $10 5.0 kw 25 2 1 15 - a14 General Lighting 19 20 1 15 - a14 General Lighting 21 22 GDO a12 0.81 KW 20 1 1 15 - a14 General Lighting 23 24 spare Spare 25 21, Spare Spare TI 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) Small. Appliance. Cgcwt(s).... ......... ......... ........ Ranfl4..... ......... ......:.. ...:....: ....:............. Refrigerator.................................................. .Microwave..................................................... Dish .Washer ...........:............................:.......... Clothes,.Washer............................................... Clothea,.Dryer Water Heater . . . . . . . ......... ......... Garage_Door,Opener....................................... 2496 3 2.283 2 1,500 3000 1 12,000 12,000 1 1,200 1,200 I 1,500 1,500 1 1200 1200 1 1,200 1,200 I 5000 5,000 1 4,500 4,500 1 810 810 Total Watts 31,898 First 10000 Watts e100% 1 10.000 10,000 Remainder 21.898 e40% 1 0 11,159 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 31,159 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.83 Panel Size Required = 150 Ampsi Electrical S mbol Legend 8 Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed is Push Button Switch Exhaust Fan -28 Duplex Outlet ¢ Ceiling Mounted Light __0 Special Receptacle Wall Mounted Light aIntterpr groundfault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cM Carbon Monoxide Detector � Flood Light Q Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack FYI Telephone Jack Ac� c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light KR Speaker Hook -Up = JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Covered Porch 121 CFM IOXIOxi SITTI G RO M GR AT R ON I Center Registers I B/A - - 103 CFM on carting Pan 103 CFM r IOx1Ox1 I OxlOxl 14J ,.' e CFM, e 8x4X4 I 1211 L---- i a a I 10" 132 CFM IOXIOXI DINING ROOM Vent thru _- f A CFM Soffit � r- H.B. 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C iliac. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #I Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule 40 conduit sleeve AMP rSO into attic MCB PANEL AHU PANEL AHU 200a rated 200e rated meter can O meter can O METER METER Intaregetam bonding Inter igstam bonding 2" PVC ( FPL)- c Termination pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2" rigid service FPL 2" rigid service FPL ex4x4 I CFM CLOSET i cFM L S/AcJ CED 12xLx1 280 CFM MASTER BEDROOM #2 OVERED PORCH MASTER BEDROOM 132 CFM IOXIOXI ra r� ILJ 12xI2xIO CLOSET B/A A/C disc. 150 #2/0 Aluminum feed 1. 1. I h' Conduit PANEL M TE AHU 2" PVC ( FPL} 2 rigid service FPL Be tt5aeonti cap Wire slab ECTRICAL RISER Contractor shall use AL-CU Landing lugs. NTS a Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 311 2 M �� _ ____Vent_tl�r� BAT Soffit .H. ----- I A#c 11 22' x 54' Attic Access Nth light 1 150 Amp Panel GARAGE r----------------- iI I I I I I I I I I I I I I I I I I I I I I I eter 1 1 ground rods - 1 I ground rods /� � E C� I'•%� '� I j� �l I C A L j� L Y O U T ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER i4 - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which - Contractor shall torque lugs I.A.W. manufacturers recommendations which SCALE: i ii - 1/4" I - shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the Job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or reg.ir of any or as selected bg others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have n damaged. G. Recessed cans to be installed per NFPA requirements. It- It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed In or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comply w/ FBC RMIL02 the requirements necessary for the equipment to be placed in 9. A(C Refrigggrr�tt�1nt lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT sleeved inYYC ALL A/C Equipment shall comply with energy calculation il. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall 24. conduit. Dr Vents be FA10. Braden Braden 11, All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility er to installed per FBC RMISO2 ,41,4 Architects -Planners 12. contractor, the completed s stem shall be fully operative. for and telephone company. Contractor shall pay all Tees, permits, tes ing, and 411 S.E. Coconut Avenue 13. inspections including blower testing where required. All be trades to I8. The electrical system shall be completely and effective1 y OB Tel (112) 281-8258 Work shall coordinated with other avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. Fax (112) 281-8283 14. All required insurance hall be provided for protection 19. All material shall be new and shall bear underwriters' E-mail: brad enaiaBcomcast. net against the public liability and roperty damae for the labels where applicable. on the Stuart FL 34996 #AAC000032 Covered Porch Porch 9 /f SITTING / / MASTER BEDROOM GFcI � V I Smoke / Carbon pp Monoxide Detector I Combo ® � \ GREIIAT M ROAM S I 1 _ I ' I ! LbSET ' II 1 I I 1 DINING I I GFCI ,-- m ROOM I 1 FC :i - HI II / \ G CI GFCI I AV 1 \� KITCHEN 1 � I 1 Hines I 3' I2" 3`-2" 1 24" \ - - - an rg Ho Exhaust Duct /GFCI _ Thru Soffi j ° - POWDER GFd oFcl cl ® bo I�I 42" GFCI CFM/'�F" ' I�A"/ 1 > Attic Access I // NFCIWith hgh J / Optional P / 150 Amp CLOSETI 1 panel location l / Panel Pull chain / 1 1 B light in attic � S �.. � 1 I 92" GFCI 1} n bon GARAGE ty Monoxide Detector G cl 5 Combo Garage ■ / Door UP S Opener Wire For i----------------- Front Post I 1 Light / \ I I N / PB \ \ I I / WP GFCI I I / T � I I / I I COVERED PORCH \ I 1 WLInne Building Corp. THE GEMINI Spanish Lakes St. Lucie County Florida iv n Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install owlet a under disc. not shown for clarltg A/C 1*1 eter 0 �r MASTER BEDROOM ELECTRIC/4L FLAN 7 -0" w °Post, Light with ,113 Photo cell u a- R xo o W Cl > o MODEL: ri� GARAGE RIGHT SCALE: 114" = I'-O" Attic Venting Calculations FE3C 2309.1 Total Attic Space = 2494 sq. ft. Venting Ratio 1/150 = 16.64 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions 121-15-20 Drawn by: C.C.U. Checked by: D R. B 0CC Sheet Comm # E - I i� goy OF 5