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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 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 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced C o.c, at all laps and two staggered rows 12" o.c. in field. Attach 12" 5/8" thick light textured O O stucco on typical concrete block construction 0 1=lnlsh Columns wlth 8/8" thick x 8"W cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT E L E V A T 10 N SCALE: 1/4' = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 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 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 \ 12 4 1 SLOPE ELEVATION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x LP 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 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 /8" thick x 8"W cut )ral finished stucco bands 00111 A� �0a&cqu`9m. aJAW �i v 6111�^ �U`6 �Wl ul SI.wGGo on LgpIGai GOnGrete finished stucco bands block construction REAR ELEVATION — Overhangs at 1'-0" unless otherwise noted on Roof Man — Roof pitch at -f:12 unless otherwise noted — ,Are changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — Return ALL Stucco Bands Into LUindow or Door. 12 4 1 SLOPE SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411151.12 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 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 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" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. I :__ 12" 8'—I" T.O.B. HI. ®® �L` H. 2° 2" ® ® ® E � 5/8" thick x 8"w "w cut �. H. 5/8" thick x 8 cut ®® coral finished stucco bands coral finished stucco bands o O I. 3 3 ®® ® 5/s" thick x 8"w cut -. - coral finished stucco bands 5/8" thick light textured ®® stucco on typical concrete block construction— = ns Finished Floor _ _ _ _ _ _ _ _ _ _ _ _ — — _ Gara a Finished Floor 5/8" thick light textured 5/8' thicFirlsh lkmcutwith coral 7 stucco on typical concrete block construction finished stucco bands LEFT ELEVATION FRONT ELEVATION SCALE: 1/4" = 1'-0" SCALE: I/4" = I'—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 2" x 4" top plate I/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at l6" o.c. base —board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition nits UIcgnne Building Corp. 7-he Grdnd C Spanish Lakes St. Lucie County Florida arlton PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category. II Wind Velocity: 145 mph ultimate Mean Roof Height: II'—O" Roof Pitch: Internal Pressure Co�e`41cient: ±O_I8 Subjectabilitig to damage from: Weathering: Negligible Termites: Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = 0.12G Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.4/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pef Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Det� Provided? Yes Minimum Soil Searing Pressure:2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHATTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: —AS— psf FLOOR DEAD LOAD: 10 psf JOB ADDRESS. \A' Z �p z:i2 ITCH 0 = Roof Zone I Walls Zone 4 Ea = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones ® Roof Zone 3 File Copy FLAN �FLOOR AREA CALCULATIONS CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-0" N-T-S- Living A/C = 144( sq. ft. I. Contractor to verify ALL notes and dimensions prior to high by 4" , Floor steel steel crash post. Floor Front Porch = Rear Porch = 141 200 Sq. ft. ft. proceeding with work. Flange with 4 - 3/e° s q• 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into Slab (3/8"t 50 ksi steel plate) Garage = 321 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc.., to have L., Total Under Roof= 2108 sq, ft. 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. %2" 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 y3/g O 2�2" 6- Drywall at ceilings shall be leveled and attached to bottom chord of trusses With screws per FBC R102.3.5. 0 0 2'/�" 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. A �2" 12. Lowest finished floor to be set by Governing Building Department 6„ 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 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 I6. 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 Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 1" x 6" P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C960, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max, spacing of fasteners Nail sizing options for installation of dr wall into Spacing Nails Screws Maximum wood framing mein ers 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 114" long annular -ringed or 5d cooler nail 0.080" dia. xx 1 5/8" long with Walls Either 10 8" IG° Direction 15/64" head OR Ggpsum board nail 0.086" dta. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" lloong with 19/44" head O 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail / Walls Either 16" all 141,0.092" dia. xR 1 1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1 "I/8" with 19/64" head. Install SGD thru buck into Fi block O D ock with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product apprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108-1, A118.1, A118.3, A136_l and A131.1 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 accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84, Insulation shall comply with F.B.C. R316. Grade Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 26 ga. Sv 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 underlagment 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 Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) x I nails ( 24" o.c.)c.) supporting Max. 4 1810lbs. uplift Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vinyl soffit installed using 1/8" dia shank x 1.6" long gaiv. roofing nails with 3/8" dia. head per product approval - see chart sheet III 5/8" thick light textured stucco on typical concrete block construction #S bar vert. w/ 30" overlap — at each filled cell Wood Base No �ni � .r_._,... _ _ _ .,...,_ PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) "\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar cont, in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" drywall over 1" x furring strips at 16" o.c. with R4.1 Pi -foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. 0o Mortar to be Type "M" onTg proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC RG01.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (b #5 bar Vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Oxb" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated rill tom Sllding Door At Masonry Wall 2" VTR JAL I I I 21' VTR Master i, JIL Bath I i 2'hrl 2' it 1 Lay. 4• 2" VTR 3. JAL I I 2. She . 3• / Kit. Sink I Kitchen 2 I I Lay. S. W.C. Bath 3*2 Sher. 3" C.O. To Septic PLUMBING RISER I" x 6" P.T. Buck nailed to I C block with case hardened nails i-iEAd prior to door attachment fixed door sliding door Masonry Wall 1 1/2" Typical Flooring Sill Install SGD thru buck into block with 3/I6" tap -con with D t a l l I I/2" penetration at o.c. max. from each corner and 20." o.c. max NTS thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%"x 5'-3 %a" 54V'x 014" Single Hung ZONE 4 2• 6'-2%x 5'-3 %" 15" x 63 A" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21�/2"x 38%" Single Hung ZONE 4 4. 4'-5%a"x 4'-2%s° 1 54%a"x 54%" 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 sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"x 83%;' Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-81° 14" x 81 %2" d°; =om Sliding Glass Door ZONE 4 D 2'-0" X 4'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %' E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X L'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X L'-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified by contractor With manufacturers specs prior to construction 34"0" 14'-O" 9'-6" 12° 8'-6" .12" EE Eo EE l BE EGRESS E - 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied Into lintels above O Covered Porch 0 0 0 O E N ElEI O ES T77777 00 MASTER BEDROOM I OD to 9'-8" A.F.F. i9 va 8'-O" A.F.F. Vaultelcl Ceiling un LLN Flat Ceiling GREAT o o ROM I E I E Rod t helf E H B Vanity to be I I s I r 34 /2„hlg Q I u) N I 0 �° J C L O E 11 2" x 6" knee -wall 8'-0" to 9'-B" A.F.F. E O below counter top Vaulted Ceiling rri Pr I I DINING LIKEN CA8 NE Rod t Pfielf e %s, F;F, I R O O 11 E Q w O ® ,\ I I � C-DWATH O I O w E° \ \ Vanity to be F 34 /32„high Y'11) 94-O/4„1 H 04 lim, KITCHEiII o Ico �r VentDryer - through wall I__ N 8'-O" A.F.F. fiver -hang - Flat Ceding o O ° Upper cabinets to D O ext nd over Ref. 3'-O"4" e'-I" 1 2" filler 4'-O" I ac Rno I E BATH o / 1a� Vint — Rod t Shelf O O 0 R—II Batts Mutation W H N E ® N O A/ C I p— tr tt1 4" 4) Steel Ballard See detail orb yjn�slyeeL - I W 22" x 54" I�" I O Provide auto Attic Acc aswitp I N oser I light NIT 22" Flat Ceiling 150 Amp s 4" vrp ona-1 Meter p nel m 6 zn © SECOND °� ,3n a 0GARAGEE M BEDROOM c EGRF O '-4" A.F.F. E ELI MT ° E Flat Ceiling E E N N F 0,< O O3 E O r-----------------1 EGRESS E `r Block wall in I garage to be i ° 0 0 O l 600 struck block O I I COVERED 12" x 12" concrete column block filled j4'-6" j ORC with concrete and (2) 1 bars Vert. tie nto lintels above ;1 I ® I I I O O 00 00IIE1EI 13113 N 3'-5" 9'-01, 3'-5" 2'-8" 2'-8° 4,-2„ 51_41, 15'-10" 5'-4" 31-4" 9'-6" 34'-O" Install windows thru buck into block with 3/IL" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall ---\ / \ Buck to be 1" x 4" PT I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail a t Windows prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Exterior Nice Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 0 PT Buck Detail at Door A Ia ,crews thru jamb into buck ige and 15" o.c. max and orior to door attachment NTS —1111I iq - 14" x 14" Concret@ footing 14 with (2) #5 bars cent. and #5 T Y F i C A L SECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" STRU( L NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. 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 2,600 PSI AT 28 DAYS IC 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/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15 ATTENTION OF THE ARCHITECT. 16 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR I� FCLAD�470N FLAN SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, 9. A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 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. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 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 up to 8'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9`11" 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 otherwise noted (see section) l,. 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-16 and A-3S Specifications. ALL Anchors to be A-301 Steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ 30" overlap SEE TYPICAL at each filled cell-4Z �ECTIONS 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade OE_ ( footing with (2) #5 ebars ncont. c TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab With fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan n steel SCALE: 1/4" = I'-O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done 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 by 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. Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one 95 bar continuous 6"xC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE ro — PORCH SLAB EDGE DETAIL \ SCALE 1/2" = l'-O" 45 bar Vert. L/ 30" overlap at each filled cell SEE TYPICAL SECTIONS Adjust curb height �/ based on gar. floor 4" concrete slab with fibermesh OR slope. 6"x4" 410/10 WWM on 10 mil Visqueen over #5 bar In curb clean compacted termite treated fill P.F. Grade ze 1E 14% x 14"d concrete monolithic 3 footing with (2) #5 bars cont. 14" �� �/ DETAIL AT GARAGE STEPDOWN GARAGE CURB DETAIL 12" x 12" concrete column SCALE 1/2" = 1'- block filled with concrete and (2) #1 bars Vert. tied into lintels above Verify house slab height in field Top of footer 14" below finished floor Eo-4-401 PM1 milio C 30" rl F �I OLUMN FOOTING DETAIL SCALE 30"x30"xl6" concrete column footing with (4) 45 bars each way M 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt 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 #l. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To 71e Beam Conc. Fill To Be 3000 P31 See Floor Plan For Location Sinale Filled Cell Column NTS Filled Cell Masonry Column With One 95 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS K i r 00 00 11 i 111 00 1OE— — — — — —— _I — -- ° — t — FI— I OF�L_ — J F �L_i J 1 ^ I O idled cell under FI girder above D I i I 2-4 I I b r J to Rear Patio/Slab be poured separate N 0 �1 O — from the house slab. m I Thicken footing to FI 24"w x 14"d x 24"L under filled cell I 0 a under girder bearing. 1 O— ° D D I I I I ICDE 1 L(Jl] -- — — —F— — — — —— io m I Rear Patio/Slab to U be flush with bottom of I ° a n_u u r v a I sliding door recess. Slope 1/2" 1 _ F_ LLN I 1;_ of i I F- 1 F- I Io H.B. I concrete slab with fiberinesh OR I O I 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I of I Ic , - o I I ,T 1 FI I I ° O O H.B. I1Q a f 0 O O _ —1 W.H. I I 1 FI 1 c 1 4"0 Steel Ballard Filled w/ Concrete® i F\ LU F5 1 1 IOIaI I IO Ef 'n I 1 m A � 1 E}� 1 I ` Et! 11 t o 1 E 1 L__a = � oo 1 I 4J 4J ° o w E o z 1 \ \ FI 1 �oU cv F5 I - —- - -- — J O IF5 s*w W- i _r _ _ O 00 I " 1L I o F4 I x -' 5 Recess for _ 8 l N I I O�— 00 Garage Door — — — —uO OD 00 --- °--------- o % 00 J 3'-5" 9'-0" 3'-5" 2" F �iE 9� 17" .. 17" ro4a nnLimn hlnnit filled with concrete and (2) 1*7 bare Vert. tiecr into lintels above A b FOOTING., SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS F 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS F5 With With th Curb at Garage x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 O'-O" File Copy Y N ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 1*8 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws based on pressure for rooT stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressur Zone 1 1 61 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 " 4" 8d ring shank 84 psf ** Zone 3a C C 48 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide #S bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. \-, Provide Cast -Crete =: 8U8-OB/OT precast `'-- Intel set in mortar Min. 8" Bearing Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. J ovide PT Buck r ::) tacked per iamb .ails into filled cell 4" Pre -cast Sill m Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS s.4,• r Co cate AnchP Poured Concrete or Ma ufecturersors Specser concrete block wall 'I/4"Max. Aluminum Panel Sizes per manufacturer — See Tueical Stud Detail / 1/8" x 3/32" Wing Nut w/ p� I v appropriate washer and spacing I ` `u per manufacturer's Details Nail 2" x 4" blocking to Vert. leg of (L ota" truss with 10d x 1.5' nails at 4" o.c. Verify with Plan c 1 E Concrete Install Simpson MGT into wall using 4 m 12 x 12 5/8" dia. threaded rod set mn- 12" Lintel Column Block \ into wet beam and (22) IOd nails into truss a $RK Column Rebar to L Intel Rebar 48 Bar Din. Min, Overlap Attachment NTS 3LOCKING DETAIL )ER STRAPPING TER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tube 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at L" oi in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 26 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 O (type 2) 30 lb felt underlagment installed with min. 4' side laps and 9" 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 Additional Precast Lintel 95 bars = Lintel Bar Clear a �� A a rr B =<; Length Length Span Bars Bars r s; .,:`,E`'• CLEAR 9 Is 9 r-Io" a'-e" r-G° 2,#3 none 3'-C 3'-41, 2'-2" 2.93 none BFe-OBAT 811ii BFS-8/27117 ` Addtional 4'-O° 3'-10" 2'-8" 2,43 none bars:_.,•=. CLEA ;, `�,4 4'-6" 4'-41, 3'-2" 2113 none ?One Row of "H" 5'-4" S'-2" 4'-0" 2,#3 none y' :* Block Above ;;;: 5-all4'-G" 2,t14 none Precast Lntel r' ,` G'_C 1, 6'-4 5'-4" 2,94 none Additional 45 bars _'__� 1'—G" T(T 2" 2,45 none BPIL-IBAT BPIL-IB/2T 8'-4" T-10" T-0" 2,35 none NOTES: ALL reinforcing steel Is grade 60, L min. coverage of steel=1.5" 2. min, bearing required a ea. end=8" 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) ` i LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel size Top Steel Size Max Gravity Load (PLF) Max. Uphit Load (PLF) Max. Lateral Load (Pi 1 L22 2'-2" V-0 8F8-OBAT I #5 301.9 150 1024 L31 2'-4" 4'-0" 8F8-OB/IT 1 #5 2561 1363 713 L45 4'-S" 1 5'-10" 8F8-OB/IT 1 #5 1105 1 409 339 L50 5'-0' V-6" 8F8-OBAT 1 #5 1238 835 121 LLO 6'-8. -1'-L" eP8-OB/IT 1 #5 1011 727 534 L80 8'-O' T-4" 81111 1 #5 2 #5 152 591 512 L90 9'-0" 10'-1" 8F8-IB/2T 1 #5 2 #5 443 530 401 L90B 9'-O" 10'-4" 8FIG-IB/2T ONE 1 #5 2 45 1533 1183 401 LI00 10'-O" II'-4" 81p8-IB/2T 1 #5 2 45 582 494 452 LIOOB 10'-O" )1'-4" 8111 ONE 1 #5 1 2 1 #5 13LL 1028 452 L120 12' 0" 13'-4" 8F8-6/2T 1 #5 2 #5 411 428 324 L120B 12'-0" IT-4" BFI4-IB/2T ONE 1 #5 2 #5 1015 710 324 L140 14'-O" V-4" BFI4-IB/2T ONE 1 #5 2 #5 1250 409 259 1 IL'-O" IT-4" 8F8-8/271' 1 #5 2 #5 300 192 194 L1605 IL'-0" IT-4" 61"1 ONE I #5 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTEL5 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'-0" LONG ARE TO BE PRESTRESSED. 12 Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 016s. 181u Ilft Aluminum Drip - Edge d Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd " �its at each web Aluminum Drip ------ ' /' Edge 1 Fascia 1/2" thick stucco on 3/8" hl—rlb lath attached to horizontal and vertical wood 12" framing with nails or staples to provide 2" x 4" Sub-Fasei no lass than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members Kaycan full o vent vinyl soffit installed using 1/8" dia shank x I5" long gale. rooting nails with 3/8" dia. head per product approval - see chart sheet #I 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied__� into lintels above thicken edge to 8'1 with concrete and one #5 bar continuous BEYOND Top of footer 16" below finished floor 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #S bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step Slope per per foundation foundation plan - plan a _,IIII—IIIII I C I —I I IIII—IIIIIIII—IIII—III I 1111 IIII-IIII '} �. 11�II�II�IIi�, IIII=IIII=1 III."'1II11111� IIII=IIII=IIII11 3 T(�blcal I 1 I 1815" Stud Detall Poured Concrete or I NTa concrete block wall \ I Stud w/ Die Cast zinc \ll n Nickel Plated Wing Nut v4^ Concrete Anchors Per Manufacturers Specs Flush Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings by manufacturer ) 0 LU in to � X L O� rn tY � 4J0 -P + O a. a LL TT 1� N in U to 0 0 Er_ JCIL 00 p U N n d F- T EUIC Brace Gable end with 2" x V SYP #2 min. aft back nailed to bottom'-- of top chords using (2) IOd nails at each truss "i blown fiberglass In bottom chord of trusses O -1/2" drywall with smooth finish 0 Two rows of beam block filled with concrete _and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (U #5 ar cont. for bottom row over openings 1/2" drywall over I" x furring strips at IL" o.c. with R4.1 fi-foil - -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" onTy proportioned per FBC RLI and Mortar joints shall comply with FBC RG01.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc ..) 01 if, Strap truss to wall using Simpson MGT with Simpson I-IETA 20 9/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet nails into per detail set or in epoxy with truss, Add blocking to on this sheet I „ TA 20 ( 24 o.c.) HE1810 supporting Max. lbs. uplift 1 IF mill I Gulf Coast Lau- woocT screws With—. - sealing washer at 12" o.c. max spacing ov,,er Tl gs is Attic Access with light Nil rim Arm f- 3 1O T N d) x O�rn CV 4�`oa m LLI T N U U E_ _ N V N t � 'Q LU Fill cell with concrete and f� o (D f F L 4 Max. a#5 ppbar Vert. (typicab. Imo, shall not 48" unlessnotherwise noted exceed Base ssee pacing atntopeningsnotes for -- OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET V concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET G"xG" #10/10 WWM on G and Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. =ul 1=1�11=III=III— - ALL TRUSS TO TRUSS CONNECTIONS BY III IIII IIII �,IIII- TRUSS MANUFACTURER —III 1IIII ii- „ Fl ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 14e TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Section at Front Porch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale : 1/2" = I'-0" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION PANEL "A" Pales BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHu #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 '1 8 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 II 12 1 20 L5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave Is 16 Rerrigerator 412 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts #12 - 20 1 1 20 1.5 kw 912 Kitchen S.A.C. 19 20 Recepts 412 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts 412 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts 412 20 1 1 20 IA kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw 212 21 28 Recepts 212 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts 412 20 1 1 20 412 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 1912 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 smoke Detectors 31 38 General Lighting 412 20 1 1 20 912 Bathroom GFI 39 40 1 General Lighting 412 - 20 1 s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 .watts sq. ft.) Small. A,ppl.ia.n.ce-C..ircult(s).... .. . .. . ........ ........ Range ............... ......... .. ............ ........... Refrigerator................................................... Microwave Dish Washer... ..... Clothes..Washer,,,,,,,,,,,,,,,,,,,,, Clothes .Dryer ................................................ Water. Heater Water, Fump................... .. ............................ Garage Door Opener 1135 3 6,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 I 1,200 1,200 I 1,200 1,200 1 5,000 5,000 I 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 5100% 1 10,000 10,000 Remainder 27,415 e40% 1 0 10,944 Electric Heat or A/C 10,000 065% 1 10,000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required _= 150 Amps = ,JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: 163 CFM IOxlOxb MASTER BEDROOM 143 CFM IOxlOx6 12x12x9 B/A r�l F1 �L4 - 4\1 go 12xl2x9 B/A CLOSE H.B. CFM ° 8 x4 x4 as" I I 8x4x4 3 CFM Vent -thl:. ---- soffit - A T H I °< 10" FM x1 PATIO/SLAB I I CAR IAT ROM I I I 169 CFM Center Registers on ceiling fan 149 Cl IOxlO, I 10xlOx1 1201 DINING ROOM 8x4x4F 17i. I 18x �R7A1 4M- o I �Ceiir�; A T H - - - - 0 - 2Ox20 T 1 A/C 12 w.H. I I I i ------ - 22" x 54" �" I F j l 1 At is AI cht ss O � J Q II6" I 1 232 CFM -- -. _ I Q I 12x6x-I -;e �,• 150 Amp �'�� Meter Panel �` SECOND xx44 35 CF 1 C�ARAC�E I BEDROOM 1 IT 1 \ 12xl2x8 �L B/A I r----------------- i I I I I I I I I I I I I I I I I I I I I I �IEC��/4VC/4L L/4\�CL�T SCALE: 1/4" = I'-O" I. 2. Use copwire onlg, no aluminum_ Provide and wire all required smoke detectors. 11. It is not the intent of these to show ever minor detail plans 3. Contractor to verify location of electrical of construction. The contractorshall furnish and install service and provider. all items for a complete electrical system and provide all 4. ALL paddle fans shall be on a rheostat, the requirements necessary for the equipment to be placed in 5. ALL bath and kitchen receptacles to be GFI rotected. proper working order. 6. ALL exterior outlets to be Wf'/GFI prA dp I8. All work shall be done In accordance with the N.E.C. and 1. Recessed cans be installed per requirements. requirements. shall comply with all local codes and ordinances, and shall 8. es AFCI receptacles are required in all rooms except all rooms meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply w/ FBC RM1602 A Refrigerant fines that are run thru be q, The electrical system shalt be completely and effectivel slabs must sleeved 1n PVC rounded as required b the latest edition of the N.E.C. 9 q yy 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 COVERED PORCH 1*2/0 Aluminum feed 1 i/a" Conduit -_ WAIIIIIIIIIIIjZLeIfila! 2" riaid service FPL ELECTRICA A/C disc. ISO MCB PANEL are 116 copper wire � #5 cont. rebar in slab L RISER -H.B. Vent thru -- -Sof fit --- - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden it Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel ; (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.met Stuart. FL 34996 #AAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GF Install oulet under disc C, not shown or C] clarity O �r Attic Venting Calculations FBC 230' Total Attic Space = 212,4 sq. ft. Venting Ratio 1/150 = 14.1� sq. ft. required fi rovide A Continuous Vented Soffit Tgnne Building Corp. The Grdrd C Spanish Lakes St. Lucie County Florida arlton PATIO/SLAB H.B. Exhaust Duct -Thru Soffit E - Wire For Front Post Light SCALE: 1/4" =y{ 1`01' Post Light with o Photo cell c W R v ri= Date Drawn ; Revisions Sheet Comm # 4-12-11 GARAGE Drawn bg j LEFT C.C.U. E. I 12-2! Checked b4: D.R_B_ OF 5