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HomeMy WebLinkAboutBuilding Plans5/8" thick x 6" finished stucco Gulf Coast Supply and MFG 5v Crimp Metal roofingFL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 411651.12 wood screws with self sealing washer at 12" c.c. max spacing over ASTM D 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6 end wood screws with self sealing washer at 12" o.c. max spacing over ASTM D laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails (type 2) 30 lb felt underlayment Installed with min. 4' side laps and 6" end spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach laps fastened with corrosion rnislstant tin caps and with 1.25" ring shank nails" deck to trusses using attachment detail on this sheet space 0 o.c. at all laps and two staggered rows 12" o.c. in field. Attach decly to trusses using attachment detail on this sheet 12 _12 SLOPE 1-4SLOPE `5/8" thick light textured 9 m stucco on typical concrete I block construction =---------------------------- LEFT ELEVA70N SCALE: 1/4" = 1'-0" ELEVATE Oil MOTES: — Overhangs at 1'-0" unless otherwise noted on roof Plan — Roof pitch at 4:12 unless otherwise noted Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 ,4n g changes to this plan shall be submitted to the architect x 1.5° ga. re crimp metal roofing attached to plywood dspa using over woo wood screws with self sealing washer at 12" o.c. max spacing over ASTM D for approval in p p writin g prior to starting construction. p (type 2) 30 lb felt underlayment installed with min. 4' aide laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails \ — Return ALL Stucco Sands Into Window or Door. spaced 6" o.C. at all laps and two staggered rows 12" ox. in field. Attach 1 deck to trusses using attachment detail on this sheet I Lo I 12 SLOPE 4 5/8" thick x C smooth finished stucco bands 5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION SCALE: 1/4" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL ID,�ER Product Model # Manufacturer Glass Attachment method TEST Expiration Date Design Pressure of Approved Tests 1,2.3 t4 FL# 23358.2 Single g g Hun SH 4100 Impact P CGI 5/16" 1/4" dia, tapcons w/ min. 1 3/4" penetration to be spaced per roduct approval in a shall adhere to 9 p approval + 55.0/-65.0 of — P A 16-0330.02 Overhead Garage D'" g oor Model 824/811 I69'-4-omax width max het height g DAB oats x suck to concrete oe sit i • cellet Il s5 bfr vert. uumg 3/a' x L' HOti HLC sleeve aneha a a a' ea. ith 1.25 dia. maahe s uthg met. 4' edge distance. inatall track to buck any (1) s/iL' x 5/a' futhread lag acrius in each bracket maintaining min. or 1.5' edge distant, — GC to strictig adhere to product approval rWid, VacIL' 4linut mer reler Wt. 10-9-21 +50.0/-60.0 psf B FL# 15213.1 Fiberglass Smooth Fiberglass Plast-Pro 1/4" die. tapcon with min 1.25" embedment at 6" max from corners and 14.5" o.c. max. thereafter in jambs. +65.0/-10.0 C FLU 29018.2 Sliding Glass Series 4130A SGD CGI I" nom Type "GSA" 1/4" dia, tapcon° w/ min. 1 3/8" penetration to be spaDoor min.ced 2 1/2" er edgecdistaa esslspecifiedr iniProduct approvals ± 55.0/-65.0 psf Product NOA/FL NUMBER Model # Manufacturer Attachment Method E� Spuration Date Design Pressure of Approved Tests Mullions 18-0129.08 1" x 3" x 1/8"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 FL# 1165I.12 rim p M5Vetal Roofing Gulf Coast Supply and manufacturing 26 ga. Sv 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 (tgpe 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 L ox. at all laps and two etaggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on roof plan — I08.5 PSF Siding stucco on Block Soffit FL# 121g8.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using " x rin it " di d +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 24" 6" stucco band around door e 5/8" thick x 6" smoothOD r' finished stucco bands 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 i 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xd" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Fartition 1 nts Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (172) 281-8258 Fax : (112) 281-8283 E—mail: bradenaia9comcast.net Stuart, FL 34994 #AAC000032 O 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #116S1.12 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 relt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced 6" o.c. .. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet 0 SCALE: 1/4" = I'-0" 12 SLOPE 4 �IFM � ���i'iM 5/8" thick light textured / \\ Return Stucco banding stucco on typical concrete back to front door wall block construction as shown FRONT ELEVATION Wc4nne Building Corp. The Cottage Spanish Lakes St. Lucie County Florida SCALE: 1/4" = I' -On 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 Budding Code Residential: bth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: I'-O" Roof Pitch:4.12 Internal Pressure Coefficient: ±0-I8 Subjectability to damage from: Weathering: Negligible Termites: Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.126 ASD design Load Combination: ASCE 1-10 Section 2A DL+LL; DL+O.6WL; 0.6DL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone. I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 par Roof Zone: 3. +20.6/-84.0 par Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. par psf Wall Zone: S. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Detai s Provided? Yes Minimum Soil Bearing Pressure: 2.500 psi, Presumptive: X By Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENING: ROOF LIVE LOAD: 311— psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: psf FLOOR DEAD LOAD 10 psf JOB AQDRESS.3n Date Drawn Revislofs GARAGE RIGHT 10-22-20 Drawn bg: C.C.U. Checked by: D.R.B. �Q.N ,ogDE COMPLIANC' STa L,,,4C1E COUI�X 4 ..TCH 0 me Roof Zone I Walls Zone 4 ®= Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Sheet I Comm # OP 5 119-221 B 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. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, conc. 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. S. 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 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 Oer 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 I1. 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 attach men with F.B.C. R316 - see permit info box of code edition 18. Ggppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C%O, C1002, C1041,C111-1, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Dr wall y Thickness Location Orientation Framing Member Max spacing P 9 of fasteners Nail srnng options for installation of drywall into Spacing Maximum wood framingmembers Nails ScrewB 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 R( Walls Either 16" a.,I6" 0.080" dia . 1 5/8" long with Direction 15/64" head R Gypsum board nail 0.086" dia. x 1 5/e" with 9/32" head. 13ga 15/8" long with 19/44" head Ceiling Perpendicular 24" 1" 12" 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail / le Walls Either I6" 8" 1( 0.092" dia�xx 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. Install SGD thru buck into block with 3/16" 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 3/14" 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 ai�prc 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 accompanying smoke developed index not to exceed 450 when tested in accordance with >4STM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 d 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woo 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 (" 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) lod x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18101be. uplift (shop drawings by manufacturer) Aluminum Drip - Edge ! Fascia 2" x 6" Kalican full o vent vinl using1/8' dia shank x rooing nails with 3/8' product approval - see 5/8" thick light textured stucco on typical concrete block construction #S bar vert. w/ 30" overlap - at each filled cell #1 Grade --11.1-I I I I -I I_ -''� lll,,,,llll llll;,;1111 I \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 #5 bar cost. for bottom row over openings 1/2" drygwall over I" x furringg strips ai 14" o.c. with R4.1 rrfoll -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" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) #S 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 0x6" #10/10 WWM on 6 mil Visqueen over Xclean compacted termite treated fill 14"w x 18'tid Concrete footing with (2) #5 bars conc. and 45 transverse bars at 48" o.c. Masonry Beam t Sliding Door Detail At Masonry Wall NTS To septic 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 I J MASTER 2„ BATH LAUNDRY PLUMBING RISER I" x L" P.T. Buck nailed to block with cave hardened nails prior to door attachment , Masonry Wall :al Flooring Install SGD thru buck into block with 3/I6" 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 Rouclh Open. Window Descrl tion PRESSURE ZONE I. 4'-5/a'x 4'-2%" 54Ye" x 50%" Single Hung ZONE 4 2. V-2'/a'x 5'-3%d" 15• x 0Y,° Single Hung ZONE 4 3, 2'-2%' x 3'-2 21Y�'x 38 %" single Hung ZONE 4 4. 3'-I Yak 4'-2 ia" 38Y8'x 50Ya' 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 bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 10'-09 X 1'-O• 120• x 84• Overhead Garage Door ZONE 5 B 3'-0' X V-86 41 i4"x 83iq' Fiber lass Panel - Inswimig ZONE 4 C C-ON X V-e" 14" x el %," d°„�w`°" Sliding Glass Door ZONE 4 D 2'-80 X V-8' Solid Core - Wood - L-Panel -Br-Fold Finished 32• x 81 %" E X-8• X c-8• Solid Core - Wood - L-Panel F 2'-8' x V-8• x 1 i," Solid Core - Wood - 6-Panel - Pocket G 2'-8' x V-8• x 1 %;' Solid Core Wood, Steel, or Maeonite Door (20 min rated) H 5'-O' X V-80 Solid Core - Wood - Pocket J 2'-L• X V-8' Solid Core - Wood - 6-Panel - BI-FOLD K 2'-8• X V-8' Solid Core - Wood - 6-Panel L 2'-O• X V-8• Solid Core Wood, Steel, or Masonite Door (20 min rated) M X-On X V-8• Solid Core - Wood - 6-Panel - BI-FOLD N 2'-L• X V-8' 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 9' -1 O" OPTIONAL PATIO/SLAB 4'-9" 12" E Egg IIDO 0 E 10-10 12'-8„ o_ o COV RED N PO RCH DEN o MASTER BEDROOM J uUc © "ua _ ~a'n TiHI cii OD o i O oif o I I I I I I - 0 GREA-t ROOM - 4CLOSET Ln I o E � N o ving l N i _> B T 3 0 © O I 9'-2 \ RC O I Q FWDNHOS QO` , DINING I La ROOM bD H B � Tankless WH 122" mounted above A/C #1 34 3/4"h 48 a.F.F. I knee wall 4" wide Dead wood 40"h and 58"h for WH " U (� C 4h Q vin I " z2F x aL•�1 15P g �" 14ttie Aausis nel p o Meter ras o o wasHeR with lot I IpullDW iZ5 �o GARAGE iv I 15'-43/s„ z <v 0 ? 1UJ LAUNDRYN O 10 too KITCHEN Q = Q Z © r------------------- I N ---L O oa 18" pantry IIIIII IIjIII1 inet H.Boa . ENTRY LL- OA/C /8" dryeall STORAGE Ln 0 Q 00 0 In* 0 00 0 1 108 0 5' -13�s, 2'-4%B 2'-41 6'-43/e" Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at .lambs and 20' o.c. max Exterior face at head and sill per product approval of wall ---\ / \ Buck to be I" x 4" PT \I"x4" P.T. Buck nailed to block with case hardened nails Detail at Windows prior to window attachment NTS ALL WINDOWS TO HAVE DRYWALL SILLS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Exterior face REVIEWED FOR CODE COMPLIANCE ST• LUCIE COUNTY BOCK 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 6" PT Buck Uetail at Uoor craws thru Jamb into buck ige and 15" o.c. max and prior to door attachment NTS TYPICAL SECTION Scale : 1/2" = 1'-0" ■ I iCUII I Ur�_ /"_�l- IX'_/ I I_-y: 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/ 4X6 10/10 WELDED WIRE MESH REINFORCING ON 4 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. b• 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 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A —IL, it 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 ILOO PSI 15. 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 #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to "I'll" 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) 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-16 and A-35 specifications. ALL Anchors to be A-30-1 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/ Fill cell with concrete and 30" overlap 11 (1) #5 bar vert. (typical). Thicken edge to 8„ x8' SCALE: 1/4" = 1'-0" 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 6"xb" 410/10 WWM on 10 mil Visqueen over Base see foundation plan notes for clean compacted termite treated fill spacing at openings GRADE 4" concrete slab with fibermesh OR G"xf" #10/10 WWM on 6 mil Visqueen over — clean compacted termite treated fill — Grade 00 —l1 IIII—IIII— IIII II -- III— — wd PORCH SLAB EDGE DETAIL — IIII I {�} III _IIII IIII--III 14" w x 18" d Concrete footing - with (2) tt5 bars cont. and #5 transverse bars at 48" o.c. # s TYPICAL ROOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 xb 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan 3 `�;� DETAIL AT 12" x 12" concrete column block filled with concrete and (2) ttl bars vert. tied into lintels above Top of Footer 16" below finished floor tt5 bars cont. bottom steel ARAGE STEPDOWN SCALE 1/2" = I'- 30" COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" Grade tt5 bar cont. in curb - Curb height V ar" based on foundation plan m Ills I i _ fl Ilil �j GARA Wood Base CALF- 1/2" = I'-V" 5 bar vert w/ Contractor to provide proper foundation chairs for proper steel installation 30" min. 3O" overlap Corner Steel Lap it each filled cell nts 'ill cell with concrete and 1) tt5 bar vent. (typical). Filled Cell Masonry Column With One lax. spacing shall not exceed #5 From Footing TO Tie Beam 18" unless otherwise noted g 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 'xV 410/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill 11, ;L .� IIIIII'�III�IIII�;����i 14I'I x 18"d Concrete footing with (2) #5 bars Cont. and #5 transverse bars at 48" o.c. 4" CURB DETAIL SCALE 1/2" = 1'-0" 2" x L" PT wood secured with 1/2"dia. x C' 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. O o Single Filled Cell Column NTS Filled Cell Masonry Column With One 1*5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 0 0 Ln a 0 ro m H.B. 25'-2" 4 OPTIONAL o PATiO/SLAB 4 I 0 I OL I u I u I_iE_i_i_i_I ILJIU.kI I iJ L• J r— — — — — — — — — — — — — — — — — — — — — — �C T Rear Patio/Slab I I to be poured separate 0 from the house slab. I I 0 i FI I o I Ic I � I ©I goo .� o 0o I I FI —n -------J J FI Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1/2" I Ic �I I 4" concrete slab with fibermesh OR I I 4"xL" 410/10 WWM on L mil Visqueen over I clean compacted termite treated fill 3 I I I I Ic i !NH HGaRC I �— -i --- �' I i Tankless WH mounted above 48° a.f-f. �I v I I Q o= I I I o ---- I � �;; ISC Amp E I E 0-10 anel sh Rou o 0 1 STACK WAS �ERI I I I DW AND DRYER Ilz#� I SEE =3 I `Coo I c I r-- ---� QLU FI I o o o rs I I o� I o, �\ of I I O �_ U I FI m I I I x I o o i FI I I LO W N n I I Q L � — —FI --- J t L-- ----- -- --� G 7 0 0 -T- 77- o 0 0 0 0 (. o 0 1.5" Recess for o o G I araae Ooor II'-2 v u Y eter H.B. REVIEWED FOR CODE COMPLIANC5'' ST. LUCIE COUNTY BOCC FOOTiNG SCHEDULE Mark am@ DownptAon I 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 120D MONOLITHIC FOOTING WITH (2) tt5 BARS CONTINUOUS F 30" x 30" x IG"D COLUMN FOOTING WITH (4) tt5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS 0 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS - CURB a 0'-0" ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws bas d on pressure for roof stated in permit into box on these plans for zone 3 Ke Area Ede Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 6" 8d ring shank 14 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 Provide 95 bare with min- 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete = T 8U8-OB/OT precast --` lintel eat inmo Min. 8" Baaringrtar Ji Provide tt5 bar set in pre -cast lintel into beam where length of the opening calls for it. e PT Buck ad per jamb into filled c 4" Pre -cast ' C'.I Sill I Y; t , Filled Cell r #5 bare with min. 48 bar rs overlap in filled call. Tie ell steel into continuous steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blocking to vert. leg of truss with IOd x 1.6 nails at 4' o.c. Verirgl With Plan \\ \ r Install Simpson MGT into wall using Concrete 12"x 12" `' 5/ 'udi bthread d rod et min. 12nto truss / Lintel �—� Column Block Column 7 Robar Rebar 48 Bar Dia. Min. Overlap to Lintel Attachment NTS R-19 TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 2( 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 (tgpe 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 spaead L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detai on this sheet LINTEL SCHEDULE Mark Winder D Unt Unit Lintel Srsa Cast -Crete Specification ow 'H' Block Above Bottom Steal Sire Tap Steel Size Max. Gravity Load (PLIN) Max uplift Load (PLP) Max. Lateral Load (PLP) L22 1 2'-2' 1 V-6' BPB-ODAT 1 $6 3069 1669 1024 L31 2'-C 4'-O' BINS-OB/IT 1 e5 26LI 1363 163 L45 4'-S' S'-10" else-OBAT I e5 1109 909 334 L50 5'-0' 6'-6' SING-OBAT 1 85 1238 835 121 L60 V-8' T-6' SINS-OSAT 1 e5 toll 121 934 LBO V-0' T-Y 8111181 I u5 2 IS 152 141 512 L40 I T-ON 10'-6' 8108-I5/2T I a6 2 e6 643 530 401 L405 T-Oa 10'-6' 8116-I6/2T ONE 1 #6 2 e5 1533 II03 401 LI00 IO'-0' ll'-4' else-I13/2T 1 e6 2 e5 682 494 462 LIoOB 10'-0' ll'-4' OPIL-I5/2T ONE I 1 e6 2 e6 1366 1020 452 L120 12'-0' 13'-4' BPB-I13/2T I a5 2 e5 411 428 324 L1208 12'-0" 13'-4' els16-I5/2T ONE I U5 2 e5 1015 110 324 L140 IY-o' 16'-4' 8IN16-IB/2T ONE I e6 2 e5 1250 L09 234 LI60 I 111 1 IT-4' Blse-I115/2T 1 85 2 e5 300 142 194 LILOB I W-O' 1 IT-4' 1 BIN16-I5/2T ONE I a6 2 s5 960 SOO 144 - 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. Simpson HETA 20 or equal hurricane anchor at each true& with (10) IOd x 1 1/2" nails — ( 24' o.c.) supporting Max. IBIOIbs. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" Kagcon Pull o vent vinyl soffit installed using® 1/8' dia shank x 15" long gale. roofing nails with 3/8' dia. head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied_ into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer IL" below finished floor 12 4 1— into hi -rib lath vertical wood a to provide tration Into 3/4' penetration members 5/8" thick light textured stucco on tgpical concrete block construction Varies - see plan 95 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Wood Base Trusses at 24" o.c. ie shop drawings bg others telling transition " ,ded using metal studs 'erifg exact configuration We Batts batte Drgwall ceiling see typical section elling transition Insulation Detail nts RE -ENGINEERED WOOD TRUSSES a 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord of trusses I/2" drgwall with textured finish Two rows of beam block filled with concrete and (l) #5 bar cant. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" drggwall over I" x furring strips at IL" o.c. with R4.1 fi-foil insulation on tgpical 8" Block walls All drgwall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. p Mortar to be Type "M" onlyy proportioned per FBC R601.1 and Mortar joints shall complg with FBC R601.2.1. Fill cell with concrete and (l) U5 bar vert. (tgpical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill 14" FI fill-77�f3� Tc4pical Section at Front Fora Scale : 1/2" = 1'-0" 1O n 4 2 0 'Q H W 2 HETA 20 HETA 20 ROOF: FLAN eter REVIEWED FOR CODE COMPLIANCE ST. LUCIE�+COUNTY'' BOCC — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET — ROOF PITCH AT -f: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 PANEL "A" 11i SR Load Wee Description tire# axe# Description Wire Load SR Fi 1 20 1.2 ke #12 Refrigerator I Range #6 12.0 kw 50 2 1 20 1.2 ke #12 Clothes Washer 3 1 20 1.5 lie #12 Kitchen S.A.C. 5 6 Dr er $10 5.0 kw 30 2 1 20 13 kw #12 Kitchen S.A.C. 1 e 1 20 - #12 Bathroom Recepts 9 10 Air Candi #10 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher II 12 1 20 1.2 kw *12 Microwave 13 14 Air Hand #10 5.0 kw 30 2 1 15 - #14 General Lighting 15 It, 1 15 #14 General Lighting n Is WH #8 9.6 kw 40 2 - I 15 - 414 General Lighting 19 20 1 15 #14 General Lighting 21 22 #8 1.6 km 40 2 - I 15 #14 General Lighting 23 24 Spare 25 26 GDO 012 0.81 KW 20 I Spare 21 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description QL . Watts Total(Watts) General Lighting„(3 watta..aq,,ft.) Small. Appliance. Circultls) ,,,,,,,,, ,,,,,,,,, ,,,,,,,,,,, Range......................................................... Refr{gerator.................................................. Microwave..................................................... Diah Washer Clothes.Washer............................................... Clothes.,Dryer................................................ Water Heater Garage.Door.Opener...................................... 1604 3 4,821 2 1,500 3.000 1 12,000 12,000 1 1,200 1200 1 11500 1,500 1 1,200 1,200 1 1.200 1,200 1 5 000 5,000 1 15,200 15,200 :: I 810 810 Total Watts 45,931 First 10000 Watts e100% 1 10,000 10.000 Remainder 3BA31 840% 1 O 14.348 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 34A14 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 143.22 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light 4 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch y Exhaust Fan eii Duplex Outlet ¢ Calling Mounted Light Special Receptacle Way Mounted Light aterpr groan fault cirewt Light with Pull Chem (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxide Detector '�& Flood Light TQ Thermostat Electrical Panel m ® Central Yee 8 Electrical Meter ® Smoke Detector Calms ton ® Television Jack ❑1 Telephone Jack q Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A PAN O as 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 meta rate meter can 2" PVC (FPL schedule 80 2" rigid service FPL ELECTRICAL RISER A�/ICEdisc. ti I AMP MCS PANEL rods bonding pant - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering #2/0 AL SER Cable With #I Grnd 2" PVC Schedule 40 conduit sleeve into attic 200a rated meter can ME 2"PVC(FPL schedule 80 2" rigid service FPL A/C disc. C `1 I 150 MCB PANEL bonding pant GEC Ber)tt8 e�peGr Wxe to a vanzed ground rods _ ALTERNATE SERVICE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction t - Verify AIC/KIC Rating prior to ordering equipment OPTIONAL PATIO/SLAB COVERED PORCH 112 CFM IOx1Ox18 DINI RO 124 CFM IOxlOxi M STER BE ROOM 144 CFM 12x6x1 124 CFM IOxlOxl I I I I I 112 CFM IOxlOxIS GREA# ROOM III rZ B 14 1T� x x � 0 A HR 2 CFM H ill R oa N9x4x4 PWD 12e ReiICg 20x20 \\ L Tankless WH mounted above 13 Claim 8x4x4 I 5 CFM ` -i 8x4x4 12x1B21/dA0 CL SET -----_---_-_---- 1 _ 1,�-- ;� 150 Amp ,IR4ipencawPanel sh Ftoullou 0 0 DW I STACK WASHER / s#th I AND - J DRYER - - - Q Q 111 C- Y 3 M GARAGE FM CFM I 12xbxl 10 LAUNDRY KITCHEN r------------------- 1 I I I I I I I 18" pantry I I cabinet 3 Bx4x4 I I I ENTRY STO/R)o�GE111 I I 1W MECHANICAL L,4YOUT ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a less than two from 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon of period of not years 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 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. 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 comp)gg w/ FBC RM1402 the requirements necessary for the equipment to be placed in 9. A/C Refriggrgnt lines that are run thru slabs must be proper working order. 23. All exposed wire below T-I" shall be installed in trIltal EMT sleeved in C I7. 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 egqstem shall be fully operative. and telephone company. 12. Contractor shall pay for all Fees, permits, testing, and inspections including blower testing where required. 18. The electrical system shell be completely and effective)g 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. 14. 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 labels where applicable. duration of the work. on 5kw eter H.B. 14 Wire For Front Post Light OPTIONAL PATIO/SLAB COVERED PORCH WP GFCI DEN 3 GREATROOM I I I GFCI __18^-_ _- FFC FCI trash ° O 0 KIT 18" pantry cabinet Post Light arth I Photo cell MASTER BEDROOM GFCI CLOSET JLGFCI Tankless WH mounted above p(f Pull chain ' light in attic -36e 150 Amp 1-1 e Panel GARAGE Garage Door Opener GFCI I 1 I I I I I I I I I I I I I I I I I 1 I I ELECTRICAL PLAN Install Oulet under disc. '6'not shown for :CI clarity Exhaust Duc Thru Soffit A/#1C eter H.B. REVIEWED t CODE COMPLI'Al STe LUCIE COON BOCC' SCALE: 1/4" = 1'-0" Attic Venting Calculations FBC 2309.1 Total Attic Space = I,92-4 sq. ft. Venting Ratio 1/150 = 12.82 sq. ft. required FrOVlde A Continuous Vented Soffit Braden a Braden ,��,4, P,4 UJunne Building Corp. Date Drawn : Revisions sheet Comm # Architects - Planners 10-22-20 411 S.E. Coconut Avenue T h G C of t a (I d3 GARAGE Drawn by: 1 9 - 2 21 Tel : (112) 281-8258 RIGHT C.C.U. - 1 Fax : (112) 281-8283 E-mail: bradenaiaeeomcast.net Spaf'lish Lakes St• Lucie County Florida Checked by: Stuart FL 34994 #AAC0000 2 D.R.B. OF 5