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HomeMy WebLinkAboutBuilding Plans1 5/8" thick x C smooth finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 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 245/8" thick light textured 9 m stucco on typical concrete block construction LEFT ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plgwood 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" enc laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attac dec to trusses using attachment detail on this sheet 12 SLOPE 14 riwq! 1�I 12 LOPE 4 — — — — — — — — — — — — — — — — — — — — — — 1 — r— — — — — — — — — — — — — — — — — — — — — — — — — — — — SCALE: 1/4" = 1'-0" ELEVATION MOTES: Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 3*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) 30 Ib 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 — Overhangs at 1'-0" unless otherwise noted on Roof Plan — Roof pitch at �4:12 unless otherwise noted — And 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. 12 SLOPE 4 5/8" thick x C smooth finished stucco bands iuu 4" ----------------------------- 5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method ES Expiration Date Design Pressure of Approved Tests 1,2,8 d4 FLU 23358.2 Single Hung SH 4100 Impact CGI 5/16" 1/4" dia. tapcons w/ min. 1 3/4" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 55.0/-65.0 psf — A I6-0330.02 Overhead Garage Door Model 824/811 9'-4" max width L'-0" max height pqg nrta x - bTr *.it to concraN a ut i s cell ant D s6 bar ve t. uen➢ 3/e' x L' Wlti MLC Sleeve anehnrr et 8' hc. th I.]6^ de. meets c reth on. 1' edge distance. Inetel track t" book ring (a 5/{i' x 1 5/8^ NO thread lag rarew m each bracket maintaining nin. or1.5' edge distance — GC to rtr etlq adhere to product approval rw • 'I IL' nd M rheftr. 10-9-21 +50.0/-60.0 psf p $ FLU 15213.1 Fiberglass Smooth Fiberglass Plast—Pro 1/4" dia. tapcon with min 1.25" embedment at L" max from corners and 14.5" o.c. max thereafter in jambs. +65.0/-10.0 C FLU 29018.2 Sliding Glass g Door Series 4130A SGD CGI I" nom Type "GSA" 1/4" dia. tapcons w/ min. 1 3/8" penetration to be spaced per. product approval. Contractor shall adhere to min. 2 I/2 edge distances specified in Product approval + 55.0/-65.0 psf — p Product NOA/FL NUMBER Model # Manufacturer Attachment Method Ez Spu^ation Date Design Pressure of Approved Tests Mullions 18-0129.08 1" x 3" x I/8"t CGI Install using (4) 1/4" tapcon with min. 1.5" embeddment at each clip to wall connection as shown in product approval + 60.0 PSF Roof FLU 11451.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 24 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D itgpe 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 L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusees using attachment detmI on roof plan — 108.5 PSF Siding stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vin I Soffit y Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using Its x 3" wood screws at each truss. Install soffit to battens using 012" shank nails w +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 6" stucco band around door --,, 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION 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 C end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Ted 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 SCALE: Vein = 1'-0" 12 SLOPE 1,4 E®� Co 5/8" thick x 6 smooth finished stucco bands IL- 5/8" thick light textured / \ Return Stucco banding stucco on typical concrete back to front door wall block construction as shown FRONT ELEVATION 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board 11 11 / 2 x V P.T. bottom plate \ 4" concrete slab with fibermesh OR CxV 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition nts Braden It Braden AAA, FA Wgnne Building Corp. Architects — Planners S.E. Coconut Avenue T L11 e C O+ t a� e Telel (�f72) 28�-8258 1, Fax : (112) 287-8283 Spanish Lakes E—mail: bradenaia comcast.net P Stuart. FL 34996 #AAC000032 St. Lucie County Florida SCALE: 1/4" = 1'-0" /8" thick x 6" smooth finished stucco bands 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) Florida Building Code Residential: bth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: Il'—O" Roof Pitch: 412 Internal Pressure Coefficient: ent: ±9_I8 Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.6DL+O.6wL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components E 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 8 Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding De` arr Provided? Yea Minimum Soil Bearing Pressure. 2.500 psi, Presumptive: X By Teat. psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENING ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: —A—S psf FLOOR DEAD LOAD: 1O psf ETCH 0 = Roof Zone I Walls Zone 4 ® = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 JOB ADDRESS. \\ Date Drawn Revisions Sheet Comm # GARAGE 10-22-20 RIGHT Drawn by: C.C.U. 1 e 19 — 2 21 Checked by: D.R.B. 4Dtl — Os66 OP 5 CODE COMPLI..A ST. LUCIE COU BOCC FILE COPY "FLOOR FLAN GICP]i C-1 35'-O" 12'- 1 " 1'-O" 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. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, coot. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 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 by 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 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 I" x V P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 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. Gyyppsum 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) 12 Dr wall Thickness Location Orientation Framing Member Max spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail �21I Walls Either 16" 8" I6" 0.080" dia. x 1 5/8" long with Direction 15/64" head OR Ggpsum board nail 0.084" dia. x 1 5/9" with 9/32" head. Ceiling Perpendicular 24" 1. 12" 13ga 1 5/8" long with 19/64" head 0.098" dia�Rter x 13/8" long annular -ringed or Ld cooler nail OR e 0.092" dia. xx 1 7/8" long with Walls Either IL" 8' 16" Direction I/4' head OR Gypsum board nail 0.0915" dia. x 1 1/8" with 19/64" head. Install SGD thru buck into block with 3/I4" 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 AREA CALCULATIONS Living A/C = 1,306 sq. ft. Front Porch = 23 sq. ft. Rear Porch = 118 sq. ft. Garage = 303 sq. ft. Total Under Roof= 1150 sq. ft. Total Cubic Ft = 2" VTR 4 2" I I J MASTER 2„ BATH 2" VTR 4 2'2" 1 Wn-I 3u 2" AAV 3° LAUNDRY Masonry Beam 2" KTICHEN PLUMBING RISER To Septic I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door Use 3/16" tap -con with sliding door 1 1/2" penetration at I." o.c. max. from each corner and 20" o.c. max Masonry Wall thereafter at sill per product a royal 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 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 accompanging smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. 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 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 V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced (" 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) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 r- at 24"o.c. TYPICAL 1810lbs. uplift (shop drawings bg manufacturer) Aluminum Drip �-0 \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (U #5 bar Cont. in each row. Substitute Kagcan full o vent vinyi soffit installed dia shank x 15" long precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings using1/8' galv. rooing nels with 3/8' dia. head par product approval - see chart sheet #I 1/2" drywall over I" x furrin A strips at IL" o.c. with R4.1 -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 m and shall meet all pertaining ASTM codes. Mortar to be Type 'i only proportioned per FBC R401.1 block construction and Mortar Jonts shall comply with FBC R401.2.1. Provide Our-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 (U #5 bar vert. (typicaU. Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for ase spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill " Grade 1 i IIII --IIII i III III III 14% x 18 Concrete footing 14' - transverses bars at 48" aoc. #5 Bottom Trac T Sill Sliding Door Detail At Masonry Wall NTS gpical Flooring Install SGD thru buck into block 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 Jambs per product approval Jamb Window Schedule Mark Size Rou h Open. Window Description PRESSURE ZONE I. 4'-5%'x 4'-2%" 54%"x 50%" Single Hung ZONE 4 2. V-2%'x 5'-3 %' 15' x 63 %," Single Hung ZONE 4 3, 2'-2%' x 3'-2 �s" 21%'x 38 i"" Single Hung ZONE 4 4. 3'-I iak 4'-2 %" 38 /s"x SOV' 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 10'-0' X 1'-O' 120' x 84' Overhead Garage Door ZONE 5 B 3'-O' X V-8' 41 i,"x 83%" Fiberglass Panel - Inning ZONE 4 * V-O' X L'-8' 14' x el �," d bolt- Sliding Glass Door ZONE 4 D 2'-8' X V-8' Solid Core - Wood - L-Panel -Bi-Fold Finished 32' x 81 %" E 2'-a* X V-8' Solid Core - Wood - L-Panel F 2'-8" x 6'-8' x I %" Solid Core - Wood - L-Panel - Pocket G 2'-8' x V-8' x 1 %" Solid Core Wood, Steel, or Masonite Door (20 min rated) H 5'-0' X V-8" Solid Core - Wood - Pocket J 2'-L' X C-8' Solid Core - Wood - L-Panel - BI-FOLD K 2'-8' X V-8' Solid Core - Wood - L-Panel L 2'-0' X V-8' Solid Core Wood, Steel, or Masonite Door (20 min rated) M 2'-O' X V-8' Solid Core - Wood - L-Panel - BI-FOLD N X-La X V-S' Solid Core - Wood - L-Panel 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 BOX ON SHEET #I All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction OPTIONAL PATIO/SLAB 5'-1" _ I _ 4'-9" 12" 0 10 )ik--- ---- a)o a o I 0 00 00 00 0 10'-10" 12'-8„ 0 o _ o COV RED 00 PO CH DEN © MASTER BEDROOM O UoVl " u c O Iva _ U_ o i I I I I - 0 8'-2: 4„ 6'-0„ 00 I O _ GREAT ROOM C) CLOSET 1 E � o 1 n N a I p A T 3.Ln vinyl B 5, 9' 2" r M \ NHGS Ra O I o PWD O lk DINING I LO V ROOM v- ® Tankless LUH A/C m H,B, 122" D mounted above #1 0) u 1 48" a_F_F. 34 3/4 h _ I knee wall 4" wide Dead wood 40'h-F and 58"h for WH uu� - - - - - �n �_ D 4 I -=to - ---- -- -� -I GO I r le"Mo---I __ I - vinyl 5:FxA2;L Panel Amp o Meter n" I rasI ow I WAS ER with hght 1 ` © UII DRYER - J GARAGE v I 15'-43/a„ z I= 3'+43/e' q" 14'-0" O cv n 0 > IW o CA E KITCHEN O LAUNDRY 10 Nz o YZ © _ r------------------- 1 I I oa 18" pantry 2 cabinet L i H.B. ENTRY � O A/C /8" dr yeall I STORAGE I C9 Ti I 0 ao 0 oa o0 0 0 0o T-4 %ll'-4 4'-9J'," Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." oi max thereafter at ,Iambs and 20' o.c. max Exterior face at head and sill per product approval ALL WINDOWS Of wall Buck to be I" x 4" PT TO HAVE varies DRYWALL SILLS I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT I I a t l U I n d aw S lock with case hardened nails ON ALL JAMB, HEADER. AND D e t a prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS 61- 0 roll on Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" oi max and 4" max from each corner thru Exterior face 2" x V PT Buck of wall 71:zyapes #8 Wood screws thru ,Iamb into buck at each hinge and 15" o.c. max and ID e t a i l a t D ejnr prior to door attachment NTS TYFICAL SECTION Scale : 1/2" = I' - 35'-O" �D I III UL,1 I UTi, 1iL_ I'\v I =J: L 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/ 6 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/ it 10/10 WELDED WIRE MESH REINFORCING ON 6 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. 5• 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. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. -I• 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 #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 11. 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 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. I6. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 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 upto 5'-I1" wide. Provide (2) filled cells on each side of openings from �'—O" to 9'—I1" 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 2-1 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 l meeting ASTM A—l6 and A-35 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 Fill cell with concrete and 11% #5 bar -art It ical) Thicken edge to 8"x8" SCALE: 1/4" = I' 01' 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. at each filled c Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48 unless otherwise noted one #5 bar continuous 411 410/10 WWM on 10 mil Visqueen over Woad see foundation plan notes for clean compacted termite treated fill spacing at openings GRADE 4" concrete slab with fibermesh OR 6 x6" #10/10 WWM on 6 and Visqueen over — clean compacted termite treated fill — Grade tol IIII v -- 1" =III I�II; - III IIIIIIII= e' PORCH SLAB EDGE DETAIL 30 min. IIIII—IIII IIII IIII _� 14"w x 18"d Concrete footing SCALE 1/2" = 1'-0" =III IIII--1I with (2) #5 bars cont. and #5 transverse bars at 48" o.c. #5 bar w/ 3 3" 30" overlap Corner Steel Lai 14" at each filled cell n t S f I TYPICAL FOOTING DETAIL #5 bar Cont. in curb Fill cell with concrete and SCALE 1/2" 11 (1) #5 bar vent. (typical). Filled Cell Masonry Column With One Max. spacing shall not exceed #5 From Footing To Tie Beam 4" concrete slab with fibermesh OR Curb height Wood 48. unless otherwise noted g 6 x6 #10/10 WWM on 10 mil Visqueen over Verify based on see foundation plan notes for Conic. Fill To Be 3000 PSI Base q foundation plan spacing at openings See Floor Plan For Location clean compacted termite treated fill 4" concrete slab with fibermesh OR #5 bar cant. 0D 6"xV #10/10 WWM on 6 mil Visqueen over q clean compacted ompac termite treated fill Step per = Q foundation plan m o Grade LA- I I IIII —IIII 1i IIII—IIII Single Filled Cell Column 3" (2) 45 bars cont. bottom steel I li - NTS 14"w x 18Concrete footing taee5arsto4a#5 rnsvrsbsa8"oc 12° Filled Cell Masonry Column With One 14, 45 From Footing To Beam Each. L DETAIL AT CsARAGE STEPDOWN GARAG CURB DETAIL Conic. Fill To Be 3000 PSI SCALE 1/2" = 1'-0" SCALE 1/2" = 1'-0" See Floor Plan For Location 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top or Tooter 16" below finished floor DETAIL 30"x30"xlb" concrete column footing with (4) #5 bars each way = 1'-0" 2" x 6" PT wood secured with 1/2"dia. x 4" 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 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Contractor to provide proper foundation chairs for proper steel installation Double Filled Cell Column NTS 0 0 11 H.B. 1 12', _ 8'-10" 25'-2" _1 OPTIONAL I o PATIO/SLAB if 4 I I iwi I I iue i t _; _i_i_�_E_i_�_�_� u uI I I& J o 1 ® — — — — -,— — — — — — — — — — — F1---- T i Rear Patio/Slab I I to be poured separate from the house slab. I I I I I I I® I FI I I w °I I I a I I Rear Patio/Slab to I be flush with bottom of sliding door recess. Slope 1/2" I I I �I I I 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over ° 3 I clean compacted termite treated fill I I I SH W It � I os e —3 _ I i I Tank' ess wH mounted above I 48" a.f.f. o I I I to to I rush ° `Oil DW [5 w ASNb RI DRYER I I _ sEG IQ`v O I 1 `o_V o I � I O i i w� a a FI I I N `u0 o I L u I IQ f gJ orb I IOW uOc olFl I� m� °I I I 0 ;r#U I i„ I I �— --FI ---� w L-----�--- --� 0 0 0 0 o o D O o t� L5 Recess for o 0 I I Garage Door II'-2 %" 6'-43/." 4'-9I'4" 2'-8" A/C eter H.B. 0 0 FOOTING SCHEDULE Mark Sim Dese Gan FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS 12"W X 12"0 MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x Ill COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 81 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws basipd on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Press re Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 " 8d ring shank 84 psf ** Zone 3a 6" 6" #8 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 Ver1Fy with Plan Concrete 12"x 12" / Lintel �� VColumn Block V1 Rebar Column to Lintel Rebar 48 Bar D1a. Min. Overlap Attachment BEAM SCHEDULE Mark Size and Descrl tion Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 90a bend bar with a 10" min. lap at top bar. NTS Provide #5 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 '--- —' lintel set in mortar Min. 8" Bearing — Provide #5 bar set in pre —cast lintel into beam where length of the opening calls for it. =77 R-19 bat Trusses at 24" o.c. see shop drawings by others Batts batte Strap Girder truss to wall using Simpson MG T stray with (1) 5/8" dia. ATR Provide PT Buck _ \ 1 I I i { � Poured Filled Cell �l I, y attached per jamb i I Frame ceiling transition ep atails into filled cal as needed using metal studs O field verify exact configuration (V W 4" Pre -cast and sizes (L Sill i{ i Drywall ceding Q O see typical section r. W LIII BI in Provide #5 bars with min. 48 bar = .I iameters overlap in filled cell. Tie Ceiling tranSltlon Insulation Detail BI - O filled cell steel into continuous footer steel. n t S BI .I r....� UJI I r1 r l Q H I I Concrete Footing tE_—.'' (see Pooter schedule s SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blocking to vert. leg of truss with IOd x 1.5 nails at 4" 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 AT GIRDER STRAPPING AT CENTER BEARING POINT Gulf Coast Supply and MFG 5v Crimp Metal roofing 1 26 ga. 5v crimp metal roofing attached to plywood dei wood screws with self sealing washer at 12" o.c. max at (type 2) 30 lb felt underlagment installed with min. 4' lapa fastened with corrosion resistant tin caps and watt spaced 6 o.c. at all laps and two staggered rows 12" deck to trusses using attachment detail on this sheet Additional recast Lintel "A', n u u #5 bars xz Lintel Bar Clear A B Length Length Span Bars Bars 2'-10" 2'-8" —6" 2 #3 none 3'-6" 31-4" 2'-2" 2,1t3 none Bls8—OB/IT BPS—�/IT 8P8—IB/2T Additional 4'—O" 3'-10" 2'-8" 2,#3 none #5 bars CIEA _ ,c� .9F;` 4'-6" 4'-4" 3'-2" 2,43 none me Row of "H" ^!' Block Above# 5'-2" 4'-0" 2, 3 none "lit• <<.> 5'-10" 5'-81, 4'-6" 2 #4 none r'.f'_�r•. Precast Lintel i Additional i 2,#4 none t____e #5 bare ____r " T'—O" 6'-2" 2,45 none 8FI6—IB/IT ePl6—IB/2T 8'-4" 7-10" T-O" 2,45 none NOTES: I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=8" ALL relnForang steel 15 grade 60. 3. standard for reinf. steal=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Window D Urst WidthSire Lintel Cast -Crete S eclficatiori owe 'H' Block AbOVe Bottom Steel Sire Tap Steil Size Mmi. Gravity Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) E 2'-2' V-6' BFB-OBAT 1 #6 3069 B69 1024 2'-6' 4'-0' 8ls8—OB/IT 1 #5 2661 1363 163 4'-6' W-10' else-OBAT 1 1115 1105 904 339 L60 V-0' 6'-6' 8F8—OBAT 1 #5 1238 835 121 L60 V—B" T-6' 8F8—OBAT 1 #5 1O5 121 534 1.80 V—O' 9'-4' 8F8—I5/2T 1 #5 2 85 152 591 512 L90 9'-0' 10'-6' 8F8—IB/2T 1 #5 2 #5 443 630 401 1_9015 T-0' 10'-6' B1016-I15/2T ONE 1 #6 2 95 E33 "as 401 1.I00 10'-0' II'-4' 8F8-IB/2T 1 #5 2 1 86 582 494 462 LIOOB 10'-0' 1 11'-4' 8ls16-IB/2T ONE 1 #6 2 #5 1366 1 1028 452 L120 12'-0' IV-4' BFe-IB/21' I #5 2 #5 411 428 324 L120B 12'-0' 13'-4' BFIL-IB/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-O' IS'-4' BFIL-IB/2T ONE 1 #5 2 85 1250 609 254 LI60 16'-0' IT-4' 8P8-IB/2'r 1 #5 2 #5 300 M2 1 194 LILOB IC-0' IT-4' 1 8115I6-I15/2T ONE 1 #5 2 #6 460 500 1 194 - 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'-0" LONG ARE TO BE PRESTRESSED. impson HETA 20 or equal irricane anchor at each true th (10) IOd x 1 1/2' nails ( 24" o.c.) supporting Max 1810lbs. uplift Aluminum Drip Edge t Fascia 2" x 6" Sub —le Kaycan Pull o vent vinyl s using 1/8' die shank x 1.5" roofing nails with 3/8' die, product approval — see ch 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 #5 bar continuous BEYOND Top of footer 14" below finished floor RE -ENGINEER -ENGINEERWOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings by manufacturer ) \R-30 blown fiberglass in bottom chord of trusses —1/2' drywall with textured finish Two rows of beam block filled with concrete _and (1) #5 bar cant. in each row. Substitute precast lintel filled with concrete and (l) 45 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 14" o.c. with R4.1 ?1-foil -insulation on typical e" Block walls All drywall to be installed per FBC R10: and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned and Mortar joints shall comply with FBC R Fill cell with concrete and (1) 45 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 Vx6" #10/10 WWM on 6 mil Visque in over / clean compacted termite treated fill �I!I lli!III.iin- rout F orc� Scale : 1/2" = I'-O" FBC R601.1 1.2.1. O C4 LU HETA 2O HETA 20 ROOF: FLAN eter - 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 FILE COPY PANEL "A" Poles BR Load Wire Description circ# circ# Description Wee Load OR Poles 1 20 1.2 kw #12 Refrigerator I Range #6 12.0 kw 50 2 I 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 6 Dr er #10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. I e 1 20 - #12 Bathroom Recepts 9 10 Air Coridavaor 810 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher II 12 1 20 1.2 kw $12 Microwave 13 14 Am Hardatir #10 5.0 kw 30 2 1 15 - #14 General Lighting 15 16 I 15 #14 General Lighting n Is WH 88 1.6 Its 40 2 1 IS - #14 General Lighting 14 20 1 15 - #14 General Lighting 21 22 1 #8 1.6 Ike 40 2 1 15 - #14 General Lighting 23 24 Spare 25 26 GDO j #12 j 0.81 KW 20 1 Spare 21 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . 1 Watts Total(Watts) SmeII..Appli..... ,Ci.. ..... ....... . . ......... ... . . . ..... Range......................................................... .Refrigerator.................................................. Microwave ................................................................. .Dish,Washer................................................... Clothes„Waller............................................... Clothes„Dryer................................................ Wafer Heater Garage,Door,Opener.......................................Ell 1609 3 4.821 2 I,500 3.000 1 12,000 12,000 1 1200 1200 1 1,500 1,500 1 1,200 1,200 1 1200 1,200 1 5 0001 5.000 15,200 15,200 810 810 Total Watts 45.931 First 10000 Watts e100% 1 10,000 10,000 Remainder 35.931 e40% 1 O 14.348 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 34,314 Voltage 240 Calculated Wattage Divided by Voltage =Total Amps 143.22 Panel Size Required = ISo Ampa Electrical S mbol Legend $ Single Pow Batch ® Recessed Can Light Ss Double Pole Switch ® Egeball Recessed e Push Button Switch ¢ Exhaust Fan -8 Duplex Outlet Gelling Mounted Light Special Receptacle ♦ Wall Mounted Light Waterproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxide Detector 4& Flood Light O Thermostat Electrical Panel m I® Central Vac 8 Electrical Meter ® Saxke Detector Ceiling ran ® Television Jack ❑t Telephone Jack A o C A/C Disconnect ® I x 4 Florescent Light ® 12 x 4 Florescent Light ® Speaker Hook -Up FF = JUNCTION BOX TO SUPPORT A FAN O a THERMOSTAT LOCATION B/A = BALANCED AIR FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW (3) #I THHN Copper 2" PVC Schedule - 40 conduit 200a rated meter can 2" PVC ( FPL schedule 80 2" rigid service FPL AI/CCdisc. L I Mo AMP MCB PANEL bonding pant #2/0 AL SER Cable With 41 Grnd 2" PVC Schedule 40 conduit sleeve into attic 200a rated meter can ME 2" PVC ( FPL schedule 80 2" rigid service FPL AMP MCB PANEL disc. bonding pant GEC Be ('2)#e, e�pe� Wire GE(; Be alvanved to f2) 8'-lCia�vanziad ground rods ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A_W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment I - Verify AIC/KIC Rating prior to ordering equipment H.B. OPTIONAL PATIO/SLAB COVERED PORCH 144 CFM 12x6x1 1 I I I 112 CFM I 112 CFM IOxIOxIS II IOxlOxle GREAT ROOM I I I I DINI G RO I 2 CFM 8x4x4 R Cei ng 20x2O F--1 I I �%I L--L IVI 124 CFM IOxIOx1 M STER ROOM 124 CFM IOxIOx? 8x4x4 CFlMu12 CL`QSET PWD v � 1 _---------r - i rY x 36'� 1 Is, 1114tt; °trash STACKh Access,i o WASHER / LLIIoU 1 DW I AND / L - J - - DRYER v T-� fit, I� ss o Ill CFM 12x6x1 KITCHEN 18" pantry cabinet 3 CFM 8x4x4 LAUNDRY -CFM ENTRY Sx4x4 38 i"1ECHANICAL ELECTRIC NOTES: I. Use copper wire only from panel to devices 15, Contractor shall guarantee all materials and workmanship free of defects for a of not less than two from 20. All equipment and panel sizes shall be The contractor shall verified before circuit routings to 2. Provide and wire all required smoke t Carbon period years ordering. provide Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical gear 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 repair of any or as selected by others. 5_ ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. 6. Recessed cans to be installed per NFPA requirements. 14. 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 largest conduit or from any other service. ALL rooms. all items for a complete electrical system and provide all pipe 8. A/C Return Air Balance Must complyy w/ FBC RM1402 the requirements necessary for the equipment to be placed in 23. All exposed wire below 9'-1" shall be installed in metal EMT 9. A/C Refriq� r� qr�t lines that are run thru slabs must be proper working order. sleeved in YYG 11. All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RMI502 contractor, the completed agstem shall be fully operative. and telephone company. 12. Contractor shall pay for all Tees, permits, testing, and inspections including blower testing where required. 18. The electrical system shall be completely and effectively 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. 14. interference with the progress of construction. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public liability and property damage for the duration of the work - labels where applicable. 13 CFM 8x4x4 Tankless WH mounted above 48" a.f.f. GARAGE E ISO Amp Panel r------------------- i I I L/4YOUT SCALE: 1/4" = P-Of' Ston Ski A/C eter H.B. 14 Wire For Front Post Light OPTIONAL PATIO/SLAB COVERED PORCH WP GFCI GREATROOM I I GFCI I FCI trlah FC O \ -0 KITCHE 18" pantry cabinet Post Light with Photo toll DEN fin STORAGE E3 MASTER BEDROOM CLOSET Tankless WH mounted above 48" a_f.f. PLPull chain t in attic 150 Amp 1 Panel GARAGE Garage Door Opener GPc1 I I I I I I I I 1 1 I I I I I I I I I I I I ELECTRICAL PLAN Install oulet under disc. �t shown for C1 claritg 'L__A�Exhaust Thru A/C eter H.B. SCALE: 1/4" = 1'-011 Attic Venting Calculations FBC 2309.1 Total Attic Space = I,92-4 sq. ft. Venting Ratio 1/150 = 12.82 sq. ft. required Provide A Continuous Vented Soffit FILE COPY