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HomeMy WebLinkAboutBuilding PlansC)% Finish Columns with 5/8" thick cut coral finished stucco bands aim Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 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.d. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet I I•' '1 I .; 5/8" thick light textured O O stucco on typical concrete � �•• �. block construction 5/8" thick x 8"w cut coral finished stucco bands RIISHT ELEVATiON SCALE. 1/4" = I'—O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 d ga. 5v trim.�}} metal roofing attached to pigwood deck using 49 x 1.5" wooscrews wit p 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 SLOPE 12 SLOPE -4 . 12" H. 8'-1" T.O.B. 0'-0" = Finished Floor Ok I 1�OTt=S: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 41101.12 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 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 sLon 1 mz Finish Columns with 5/8" thick cut coral finished stucco bands R E A R Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted Any changes to this plan shall be submitted to the architect for approval in Wrlting prior to starting construction. Return ALL Stucco Bands Into Window or Door. 12 4 1 SLOPE 2 5/8" thick x 8% cut L=J[;===l O coral finished stucco bands — — — — — — — — — 5/8" thick light textured stucco on typical concrete block construction ELEVATION 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 #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 (" 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 or 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. 12, -1" T.O.B. ®® 12 2„ — -- °H ■ 5/8" thick x 8"w cut �.., H 5/8" thick x 8"w cut ®® ® ® ❑ 3 coral finished stucco bands 3 coral finished stucco bands I� ®01 5/8" thick light textured stucco on typical concrete M ® T ®— block construction Gars a Finished Floor — — — — — — 5/8 thick light textured inished Floor — — — — —O'-4" A.F.F. „ stucco on typical concrete L E F I T ELEVATION block construction FRONT ELEYATiON SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base —board ----\ II II / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xd" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition nts Braden It Braden AAA, FA Wynne Building Corp. Architects - Planners S.E. Coconut Avenue T H S T E R L i N Telel (172) 28�f-8258 Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaia comcast.net Sp Lucie Count Florida �+,iar+ PI aaaai +te Af-nnnna� 12" 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ELL CONTRACTOR WARRANTIES BEGiN WHEN THE CLOSING )CCURS BETWEEN THE BUYER AND WYNNE BUILDING CORF 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 Category: II Wind Velocity: IG5 mph ultimate Mean Roof Height: l�l�'—p " Roof Pitch: 4:12 Internal Pressure Coefficient: ±jajg SubjectaII to damage from: Weathering. Negligible Termites:Verp Heav9 Width of Roof End Zone--IL-4—"- Wind Speed: 165 mph ultimate Wind Exposure Classification: C L21 x O.6 = 0.126cRa$°i�irci°a Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.6DL+O.611IL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone. 3. +20.4/-84.O psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf 0 = Roof Zone I Wall Zone: S. +35.8/-41.8 psf Walla Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ® = Roof Zone 2 Yea Walls Zone 5 Are Components an Cladding Det s Provided? Yea END ZONE Minimum Sal Bearing Pressure:2.500 pal, Presumptive: X By Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31— psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: ' S of FLOOR DEAD LOAD: 1O sf JOB ADDRESS: 13916 Dalia MODEL: Date Drawn Revisioi{ � f 12-3-19 GARAGE Drawn by: i. LEFT R I WED FOR 120 Checked by: CODE CIII artr( D.R.B. ,,.. ... .rr.canus.�-eat.._... Sheet I Comm # OF 5 �7 FLOOR F L,A N CRASH POST DETAIL TYPICAL NOTES: SCALE V4" = 1'-0" N.T.S. I. Contractor to verifyALL notes and dimensions prior to p high by 4" diameter steel steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Re uirements, q ex ansion bolts into slab (3/8"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc.., to have a minimum 1,400 P.S.I, fiber stress. 6„ 4. No dissimilar metals to touch.%_" 2h" 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 r3/8" ° 6. Drywall at ceilings shall be leveled and attached to bottom chord 4' of trusses with screws per FBC R102.3.5. 0 0 z�, 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. %z. %" 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 = Water Heater W.H.E� = 15, Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 I'1. 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 I" 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. R314 - see permit info box of code edition 18. G sum board material shall conform to ASTM C3b, C19, C415, C514, C630, C931 AW C1002, C1041,C11-11, C1118, C1218, C1395, or C1396 and shall be installed according to the followings (FBC R702.3.5) Drywall Drywall Location Orientation Framing Member Max. spacing of fasteners Nail sizingoptions for p drywall into Spacing installation of Nmis Screws Maximum wood Framing members 2' x min. thickness Ceding Perpendicular 24" T' 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" long annular -ringed or Sd cooler nail �zOR Walls Either 141, 81, 161, 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.084" dia. x 1 5/8" with 9/32' head. Ceding Perpendicular 24" T' 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail 5 / 0.092" dia�xR 1 1/8" long with Walls Either IC, 81,16" Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 17/8" with 19/64" head. Install SGD thru buck into i O O 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 head per product approval Use 3/14" tap -con with 11/2" acpenetration at 6" o.c. max. from eh corner and 20" o.c. max thereafter at sill per product arc 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 C1178 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the 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. R31b. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 wood" 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 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 miff (10) ,Oil x 1 I%28Cna1lease ( 24" o.c.) sup orting Max. Isloibs. uplift Aluminum Drip Edge t Fascia 2" x C Sub -Fascia Kagcan full o vent vingl soffit mstallec using 1/8" dia shank x 1.5' long galy, roofing nails with 3/8" dia. head per product approval - we chart sheet #1 5/8" thick light textured stucco on typical concrete \ block construction #5 bar vert. w/ 30" overlap at each filled cell Grade 12 4 -illl, „Illlnlli III11 14 TYPICAL SEC Wood Base PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (sfiop 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 (l) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar cant, for bottom row over openings 1/2" drgwall over I" x furringg strips at i4" o.c. with R4.1 fr-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. o 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) 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 6"x6" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill 1111=III „11I 11111j111111- 14" x 14" Concrete footing with (2) 45 bars cont, and #5 transverse bars at 48" o.c. TION Scale : 1/2" = 1'-0" Head fixed door sliding door 1 vz„ AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 114 Sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. Total Cubic Ft = 11,192 2' VTR ! 12„ MASTER � ,- 12 1 BATH 1 LAY -I 1 LAY -I 2u I WM-I 2„ 2 we-1 2" 2" LAUNDRY 3" 1" 2" 12' AAV *2' VTR 3„ BT-I 3" S-i 2„ KTICHEN 2" 2„ LAV-II 3" 2" 3" 2 we -I BATH #2 n 2n PLUMBING 3" BT-I `.o. RISER 3 � i" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall F. Bottom Track Typical Flooring Sill install SGD thru buck into block with 3/i4" tap -con With Sliding Door D e t a i l 11/2 Penetration at 6" ' max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rouclh O en. Window Description PRESSURE ZONE I. 4'-5%8"x 5'-3%' 54%8"x 63i4" Single Hung ZONE 4 2, C-2Ye"x 5'-3 %s" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21�2"x 38%" Single Hung ZONE 4 4. 4'-5%s°x 4'-2%' 54%9"x 54Y8" I 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 manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X T-O" 108' x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"x 83%4" Fiberglass Panel - Inswing ZONE 4 C L'-O" X L'-$" 14" x 81 %' of ec•°`wt°m Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2' -L" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x I %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold L r-6" X 6'-8" BI-FOLD ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL To septic m i n O EGRESS 12'-8" CA I MASTER BEDROOM Or u ! 8'-0" A.F.F. Flat Ceiling Q N H O Yen Dryer thr h wall o I A/C v Meter O Rod t 10'-01,10'-O" 12" Opt. PATIO/SLAB \ 12" x 12" Concrete column / block Filled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch Provide screen infdl below B'-O" to 9' I8" A.F.F. IV Vaulted eihng GREAT ROOM I I 21'-8" I I 2 I "' I I� °p a 2" x 6" knee -wall �B'-Ol to 9'-8" A.F.F. rr r O I tY below counter top lauited Ceiling CLOSET I [DINING ROOM1e ® Rod t Shelf 8" i73 F\ � i nw- " -\ � I ,4TH \' Vanity to be 34 Y2"high High Wall KiTCHE 3'-8" O - _ Ov1-1/2.1 0D 8'-O" A.F.F. Over-hang- -- O- Plat Ceding ° II 6'-0 10'-5" 4'-I" 1 Upper cabinets to extend over Ref. IN O emrp r-4-4 - - -n o•,.0 mw, u"n i iii y i I V J) 4"m Steel Ballard \_�' / / I See detail on t[Vhis s eet F j Bl � Provide auto Fi2" x 54' closer I AttichAclightssSetQ L - - --22 _-� 150 Amp P, nel O � © in GARAGE O -4" A.F.F_ Flat Ceding O ry 3'-5" Install windows 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 ,Iambs and 20' o.c. max. Exterior face at head and sill per product approval of wall -\ / \ Buck to be I" x 4" PT r-----------------� 1 Block wall in 1 garage to be 1 Tstruck block I I I I I I I I I I 4 A I v 3'-0"4"I 1O 1 E BATH 42 1 Rod_t Shelf - -� Ah' o � 8'-0" A.F.F. Flat Ceiling SECOND ; BEDROOM EGRESS = " O O C VER D 12" x 12" concrete column block filled PORCH with con rete and (2) #1 ars vert. tied into lintels above T 2" 12'-6" \ 9'-0" 3'-51, 1 2'-8" 1 2'-8" 36'-O" Exterior face 5'-2" 4 Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12' o.c. max REVIEWED F 2" x44"max PTfrBo ceach corner thru CODE COMPLIAN ST. LUCIE CO'UN' saes IV BOCC WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 ��I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT All rough opening dimensions t0 be verified b contractor 9 P � y block with case hardened nails prior to window attachment Detail at lUlndOWS p ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK ire Woad screws thru jamb into buck at each hinge and hm t max and Detail at Door prior to door attachment with manufacturer s specs prior t0 construction1. INSTALLATION NTS NTS Braden It Braden AIA PA MODEL: Date Drawn Revisions --- -- Sheet Comm # Wgnne Building Corp. Architects - Planners 2-13-20 411 S.E. Coconut Avenue I C� GARAGE Drawn by: Tel (7�2) 28�-8258 T H E `�' T E R L l� G LEFT C.C.U. FEB fl 4 o 1 9- 2-44 Fax : (112) 281-8283 Sp anish rakes Checked b B E-mail: bradenaia8comcast.net y' Permitting L _rnent Stuart, FL 349% UAAC000032 St. Lucre County Florida D.R.B. St Lucie OF 5 J I TCUL I UT�/-�L I / 11=y' L ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY_ IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 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 q DESIGN LOADS ARE AS FOLLOWS: ROOF ( = 4� PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI WIND VELLOCIOCI TY =PER PERMIT INFO BOX ON SHEET ttl BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10, ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30'1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, Mix MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BE SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 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 1 2. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" BEAMS: 1-1/2" STRUCTURAL FILL IN LOOSE LAYERS OF 12" iN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15 ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR IL- ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOLAD�TION FLAN 1. Ang 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.... 5. Contractor to provide filled cell with concrete and 1 45 bar Vert. at 48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from (o'-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-l6 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. 45 bar vert w/ Thicken edge to 8"x8" 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 bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell SECTIONS one #5 bar continuous VxV 410/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE 6"x6' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade if ml III =I I I I III I I I I— i footi ing with (2)c monolithic #5 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-V" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar Cont. Step per a foundation plan N ' 101,(2) 95 bars cost_ bottom steel 12" 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert, tied into lintels above Top of footer 16" below finished floor ]F Verify house slab height in field 30"x30"AC concrete column footing with (4) 45 bars each way LUMN FOOTING DETAIL E 1/2" = 1`0" arimmi PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" tt5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. 45 bar in curb \ 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted/termite treated fill I= I —I IIII�IIIIi —I 14"w x 14"d concrete monolithic III i—i Mooting with (2) #5 bars Cont. 14" ARAGE CURB DETAIL 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 #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One U5 From Footing To 71e Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location ouble Filled Cell Column NTS It Braden AIA, FA %%Braden Planners �4 B IOWA /�/,i E-mail: bradenaiascomcast.net vStuart.__ •Cbr• 14'-O" M 12" '— — — — — — — — —I r--- F1------ ° -- -- I , I I Rear Patio/Slab —g t- I to be poured separate Q 12'- 8 L w from the house slab. m 81 a Thicken footing to 24 I - — 1 18 24"w x 14"d x 24"L `n under filled cells r• J �^ I under girder bearing. I O — _ — — — I N °° O D °I I Rear Patio%Slab to be flush with bottom of I I sliding door recess. FI Slope 1/2" I i I; I � I I' I i I, I F I I I I FI I I --34Y, "hig4 to h -4" concrete slab with fibermesh OR iI Ili 6"x(." U10/10 WWM on 6 mil Visqueen over ° I clean compacted termite treated fill 1 I FI I I I II I� _ I i \ / I, � V I I FI I I I�� I 1 0 o ; '�---'.+ a F O O -to -.' 1 ---�— A/C tir r Na" — ttl I 4"m Steel Ballard filled in/ Concrete 0 \— W F5 ; I I i�ol of ` --� yr I � icir10 I I t E .-. I 'a I � — a m ° -, O _fo -10 CV of —il N LOT Q) E3 W I ar ° I �O 1ELU WO I — I Uo c FS I uv cn I p- ° I _x to I ° o v7 ° L Recess for _ _ _ _ ° F— ° Garage Door , n n 3'-55, a-L O" l.U�(. nne Building Corp. THE STERLI l Spanish Lakes St. Lucie Countg Florida 3'-5" 5'-4 36'-0" ta 3'-11, IT-4" `„ I LA —d — F�' 12" x 12" concrete column block fills with concrete and (2) 41 bars vert. into lintels above 3'-4" II'-6" Z"- O o- I Ln in 1q_ m N— �. non, o. W to_a REVIEWED CODE COMPI ST. LUCIE Ct BOCC FOOTING SCHEDULE Mark Sim Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) tt5 BARS CONTINUOUS F 30" x 30" x I6"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 With With Curb ax 14"1 t Garage MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS - CURB ® 0'-0" MODEL: Date Drawn Revisions 2-13-20 GARAGE Drawn by: LEFT C.C.U. Checked by: D.R.B. Sheet K"ECEIVEF"11 FE3 142020 31 Permitting L)epartmc St. Lucie Countv. OF 5 Comm 4 I 2+T CE ROOF SHEETING ATTACHMENT DETAIL 1. Minimum Nall Size = Sd ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Pltgwood 4. Use nails or screws based on pressure for roof stated in permit Info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 4b psf Zone 2 4" 6" 8d ring shank % pSf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a I 6" 16" 48 wood screw 112.5 psf ** Use nails or s4rews based on pres§ure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan 12"x 12" Column Block V#-i Rebar Rebar 48 Bar Dia. Min. Overlap to Lint&l Attachm&nt NTS Provide tt5 bare with min. 48 bar diameters overlap into beam. Tie Filled cell steel into continuous beam block steel. Provide Cast-Crete SUS-OB/OT precast - lintel set in mortar Min. B" Bearing - Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. Provide PT Buck attached per jamb letails into filled c 4" Pre -cast Sill i, Trusses at 24" o.c. see shop drawings ers by oth R-II batts R-30 Batts Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd R-II batts truss leg either wet nails into per detail set or in epoxy with truss. Add blocking to on this sheet ( 24" o.c.) HETA 20 1810 supporting Max. pp 9 Ibs, uplift 'Frame ceiling transition as needed using metal studs —' field verify exact configuration Filled Cell and sizes Drywall ceiling see typical section Cedino transition Insulation Detail nts Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous rooter steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS — Nail 2' x 4" blocking to vert. leg of trues with IOd x 1.5' nails at 4" o.c. r Install Simpson MGT into wall using 5/8" dia, threaded rod act min. 12' \ into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POiNT 1/8" thick light textured stucco installed per ASTM C 921. over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tepe 2 felt paper using Bid nails. Substrate to be 19/32 CDX Plywood nailed at 6" o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o_c. max spacing over ASTM D (type 2) 30 lb Felt underlayment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel tt5 bare 1•-.:?t; <r r'•;:"; ...:;��: �9 CLEAR Lintel Length Bar Length Clear Span "A" Bars "B" Bars 2'-10" 2'-8" 1'-C 2,43 none ti----" '` ---- " �L ---- 10 2'-2" 2,43 none 8P8-OBAT glee-IBAT 8F8-8/2T Additional 4'-O" 3'-10" 2'-8" 2,43 none — #S bare CLEAR" � ..ct ,l;` 4'-6" 4'-4" 3'-2" 2,43 none no Row of "H" Block Above .�.`:F'::. 5'-4" 5'-2" 4'-O" 2,43 none 5'-10" 5'-8" 4'-6" 2,#4 none =a .;" Precast Lintel Additional ':`'`r A#5 6'-6" 6'-4" 2?44 none i bare i 1'-6" T-O" 6'-2" 2,45 none 8PI6-113AT BFIL-IB/2T 1'-10° T-O" 2,#5 none NOTES: ALL reinforcing steel is grade LO. I. min. coverage of steel=1.5" 2. min. bearing required 9 ea. and=8" 3. standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Sim Cast -Crete Specification Rows of "H" Block Above Bottom Steel Size Top 9tsel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2" 3'-V BF8-05/I7 1 #5 3069 151,9 1 1024 131 2'-V T-8- 3'-I• 4'-O' 8F8-OBAT 1 95 2541 130 '11,3 L45 4'-S' 5'-10' SF8-05/IT I 1 tt5 1105 909 339 L50 W-O" V-6' SF8-OBAT I #S 1238 835 121 1_60 6'-8" T-0 8128-OBAT 1 #5 1011 121 534 LBO 8'-0" 9'-4" BPS-IB/2T 1 45 2 #5 152 591 512 L90 9'-0' 10'-L" BF8-I13/2T 1 #5 2 #5 03 530 401 L908 9'-0' 10'-L" BFIL-IB/2T ONE 1 45 2 a5 I533 1183 401 LI00 10'-0' II'-4" 8F8-IB/2T 1 #5 2 #5 1 582 494 452 LI00B 10'-0' II'-4' SFI6-I13/2T ONE 1 #5 2 #5 1364 1028 1 452 L120 IT-O" 13'-4' BPS-IB/2T I #5 2 #5 411 428 324 L120B 12'-0' 13'-4" 81216-I13/21' ONE I #5 2 #5 1015 110 324 L140 14'-0" 15'-4' BFI4-I15/2T ONE I #5 2 #5 1250 609 259 LILO IL'-0' IT-4' SF8-IB/2T I #5 2 #5 300 192 194 LILOB IL'-O" I IT-4' I BFIL-IB/2T I ONE 1 #5 2 #5 1 950 Soo 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. REQUIRFMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2' nails — ( 24" o.c.) sup orting Max. 18101be. uplift Aluminum Trip Edge t Fascia 12" 2" x L" Sub -Fes _1 Kagean full o vent vingl soffit installed uxng 1/9' da shank x 15" long gaiv. 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 B"x8" with concrete and one #5 bar continuous \ BEYOND \ Top of footer 14" below finished floor 12 I 4 Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) Iod 115 at each web 1/2" thick stucco an 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no leas than 1-3/4' penetration into horizontal wood framing and 3/4' penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan - �Slope per foundation plan foundation plan ice'® Brace Gable end with 2" x 4" SYP #2 Srt back nailed to bottom of top chords using (2) IOd nails at each truss RE-ENGINEEi;W-D WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings by manufacturer ) to in � X � r O� rn N y L � d L in d; Wd) " O e�_ � — °p O to 1u N F_ En Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottom -- or top chords using (2) IOd nails at each truss \R-30 blown fiberglass in bottom chord of trusses I/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 (1) #5 bar cont. for bottom row over openings 1/2" dr wall over i" x furring strips at 14" o.c. with R4.1 fi—fod insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. co Mortar to be Type "M" oniy proportioned per FBC R401.I and Mortar joints shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tuba etc...) Lm SONY AIA MA oil i see woo a rews with self sealing washer at 12" o.c. max spii-cing over ASTM D It lb felt underla n"talled with min. 4" side laps and (" end to ,a9Pefa2)e30 tis t ned with corrosion =ant tin caps and with 1.2 5., rino shank nails LIN Attic Access 14 FE I with light Fe IUi 6 LO � Q � � UU C Lll E jjf U-0 LL.1 � U7 3 Z f6 Q � LIJ n� U) OL O Q F Fill cell with concrete and (typical). ROOF g shall ed spacing notherrwt exceed v Wood Base ". 48unlessnoted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET / spacing at openings 4" concrete slab with Fibermesh OR VxL" 410/10 WWM 6 mil Visqueen — ROOF PiTCH AT -4:12 UNLESS OTHERWISE NOTED ON THiS SHEET on over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE III IIIIIIII=II IIII=IIII=IIII—IIII=IIII=IIII IIII III— I��111I1=�111 ��=1�IIi11�I�I�; .�II1=1II1=1II1=III 141II �iII- "� �i —1111. ,illll=II i�ii_Ilyi►-till=lli 3 Typical Section at Front Forch 1 " _ " Braden It Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenata8comcast.net Stuart. FL 34996 #AAC000032 ARCHITECT FOR APPROVAL iN WRITING PRIOR TO STARTING CONSTRUCTION. - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER REVIEWED - ARCHITECT TO REViEW TRUSS SHOP DRAWINGS PRIOR CODE CO PUAN' TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION ST IjiDIE COkll .. - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE BOCCI FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wgnne Building Corp. MODEL: Date Drawn : Revisions : -_l Sheet Comm 4 G2-13-20 GARAGE ! Drawn bg: THE STERLING LEFT � : 3 C.C.U. ht3 .4:.3Z3 j - l — Spanish 4 akes Checked by: B St. Lucid County Florida D R g Permitt7nq Depa -'e i OF 6 1-2-19 - - - PANEL "A❑ Poleal BR I Load Wire Description circa cwca Description Wire Load BR Poles 1 20 1.2 kw a12 Refrigerator I Rarge a6 12.0 Its 50 2 1 20 1.2 kw a12 Clothes Washer 3 1 20 1.5 kw 912 Kitchen 5.A.C. 5 L Dr er a10 5.0 kw 30 2 1 20 1.5 kw a12 Kitchen S.A.C. I a 1 20 a12 Bathrooin Recepts 9 10 Air Corid aor #10 5.0 kw 30 2 1 20 1.2 kw a12 Dishwasher II 12 1 20 1.2 Its a12 Microwave 13 14 Air Handl #10 5.0 kw 30 2 1 15 w14 General Lighting 15 16 I IS - a1 General Lighting 11 18 Wti a10 5.0 kw 26 2 I IS - a14 General Lighting 19 20 1 15 - u14 General Lighting 21 22 Goo a12 0.81 K 20 1 1 15 #14 General Lighting 23 24 Spare - Spare 25 2(. Spare Spare 21 28 spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General, , Lightmg..(3. watts..sq. , rt.) S.mall..A,Ppliance. Crcuit(s). . . . . .. . .......... ....... ........ Range......................................................... .Refrigerator ....................................... _.......... Microwave Dish .Washer... .Clothes..Washer. . . .. . . . ........ . . . . . . . . . . . . .................. .Clothes..Dryer................................................ Water Heater Garage, Door. Opener ......................... ........... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 L200 1.200 1 1500 1500 I 1,200 1200 1 1,200 1,200 1 5,000 5,000 1 4 500 4,500 I 810 BIO Total Watts 35,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 25,615 e40% 1 O 10,246 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,244 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light aterpr gran fault circuit ro Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector �2 Flood Light Q Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ❑t Telephone Jack AC 0150 A/C Disconnect ® I x 4 Florescent Light 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Vent-tljru -- Soffit 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. si2/O AL SER Cable (3) #1 THHN Copper With 41 Grnd 2" PVC Schedule 2" PVC Schedule 40 conduit AMP 40 conduit sleeve AMP MCI into attic MCB PANEL AHU PANEL AFIU 200a rated 200a rated meter can n meter can n Meter 149 CFM IOXIOXL ♦ ww � G 1r� 149 CFm IOxIOx6 Opt. PATIO/SLAB 12x12x10 B/A i - 4 a%1 12x12x10 �y B/A - - - 9 CFM- _ "\,.- llppoail� 150 Amp Panel I � \ - - F-\ -- -I /\ I o` ,2 CFM 12xbx1 Covered Porch I GRET ROOM I I I 208 CFM Registers Zoe CFM orb ceding fan iOxlOx 1 � IOxlOxl 1211 L- -- - - -T - W.H. 22° x Attic Access with light -- - - -J GARAGE r----------------- i I I I 1 I I I I 1 I I I I 1 I I 1 I I I I I I I Intersystem bonding Interaystem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2" rigid service FPL 2" rigid service FPL GEC Bae.)U,c0iper mire GEC BartF2)#4 e�peGf lire a vanaed to Cora vanzied 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 - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only From to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. panel Provide and wire all required smoke t Carbon Free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the Job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCf protected. charge and shall include replacements or repair of any or as selected by others. S. 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 "T. 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 compI4g w/ FBC RM1602 the requirements necessary for the equipment to be placed in 23. All exposed wire below 9'-1" shall be installed in meta i 9. A(C RefrigArglt 6nea that are run tfiru slabs must be proper working order. seeved m VG Il. 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 com I with all local codes and ordinances and shall 24 D V t t b t II d p y ryer ens o e ins a e per IL All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RM1502 contractor, the completed aystem shall be Fully operative. and telephone company. 12. Contractor shall pay for allTees, permits, testing, and inspections including blower testing where required. 18. The electrical system shall be completely and effectiveiy 13. All work shall be coordinated with other trades to avoid grounded as required bg 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 he new and shall bear underwriters' against the public liability and property damage for the labels where applicable. DiNING ROOM SECOND BEDROOM I I\ j 12x12x8 �y B/A COVERED PORCH L/4YOUT SCALE: 1/4" = i'-011 Exhaust Duct Thru Soffit H.B. Vent thru 4„ Exhaust Soffit Duct Thru Wall w.p. GFi Install owlet , ) r under disc. �� not shown or clarity . �' �, A iC Meter Opt, PATIO/SLAB MASTER E ,'/ Covered Porch =E) BEDROOM \ i \ i 0- \\ j w.p. GPI N, '- - Smoke / Carbon G R Et T Monoxide Detector R 0 / n M Combo An S S � I I ]FCI I I CLOSE I I I I ll FCI ' I I it DINING ROOM \\ I I OF�FM N /i Kf TCHEN � .' I Cln i I L - $moles L Gjrb�o - -: Monoxide Detector / ComboA L 24" 3'-2" 3'-2" t G I GFI 1 42"h GFI W H I - -111" > Cente I (-2X s4• J L � Attic Access I with light 150 AM OpUonal Panel PCn panel location \ Pull chain) /S 7 \ \ light in attic if) \ . `T `�SECONIa--� BEDROOM GARAGE 42"h GFI II Garage / Door / Opener I w.p. GFI I I I I I I FT P-9RCH ELECTRIC/4L FL/4N SCALE: 1/4" = 1'-011 Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia6lcomcast.net Stuart- FL S4994 #AAC000032 Attic Ventln Calculations FBC 2309.7 Total Attic Space = 212-4 sq. ft. Venting Ratio 1/150 = 14.1� sq. ft. required Provide A Continuous Vented Soffit Wgnne Budding Corp. THE STERLING Spanish Lakes St. Lucie County Florida Post Light with ii c Photo cell I c MODEL: Date Drawn Revisions 2-13-20 GARAGE Drawn by: LEFT C.C.U. Checked by: ID. R.B- H.B. Exhaust Duct -Thru Soffit Wire For Front Post Light ° oW REVIEWED FOR CODE COMPLIAN E 0> ST. LUCIE COUNT is BOCC ;, Y Sheet i g 6' It. FE3 14 eN20 - Fermittinq Liep tt ; St. Lucie ColOF 6 Comm # ®=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. ad TRUSSES FOR THE FIRST �ODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR 7-IAT MODEL, Ll ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER EAR OF 18' - 24' IN LENGTH pan Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 47 o degrees Spree er t3ar 6 I A �� �' or less /2 —� ag F—Approx 2/3 to--* Tfgg*Line approx. a^e /z of span REFER TO BCSI REFER TO a BCSI Truss must be set this way if crane used Truss must be set this way if cane used. Truss i. an e.. npl.. your tnsa may not match. This is an example, truss may not match. FABRfCAT10N AGREEM13 ENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEM The legal deser(ptln a{the property where the busses will EN eteliadG{5 ED a RETURNED .The undersigned acknowledges and agrees: t: TNSaIS while made In strict accords which Is the sole authority for detenninin su � with this truss placement diagram layout, . 1.A" dimensions In this layout have been ve�drysstul fabrication of the tnrssas. - .3. Unleis written notice le provided b ed by Ile undersigned. d+yi a delhrery the undersigned egraeeythe oad mall to Chambers 7Nae such written notce la fum"'lad Chambers Trues sbavkvharges will be allowed In the event to begin repairs required, or to eubatlNte othec Wsseal, have three 4: Tha undarelgned acknowledges revel t of (3) bu neas do in which et Chambers opgon. ti. DeAve b to ob site. It is iha b P 9P SI t-03-summary sheaf by Tpi & y✓TCA, delivery. Chambers Truss has the sole Bath area neh"Ifty to make the Job she Suitable for potion of the Job she for delivery, Chembere Truss vA I be Iresp nalbleafoli Eumthe Job site oy a The buyer b rosponslble for addlAonal deliver. expenses R Chambers Truss bee toi redrye der ; - Buyer i e Job eke la riot prepared for delivery or buyer la not prepared for delive Buyer le responsible to Chambers Trues (or towing costa due to ette condldona: 9. Price ea shown i1 paragraph 7 below Is sub ry anmesea. this.layout A $uO per hour fee for reNalona may be cheo change H any changes are. made In Insist crane operator sets truss this way. Insist crone operator sets truss this way.. . 7: This is a PURCHASE ORDER to Chambers, Trgad by Chambers Trysa. bgeement a reasonable price. Involpe will be rues of the sum agreed to, or If net on dellvery. Involve me made on dsilvery and paid within terms of not delivery of labdcated buy- be made d scheduled date bt delivery If buyer cennot accept' MULTIPLE PLY TRUSSES MUST BE sees. The undersigned agrees to pay Chambers, Truss reasonable ASTENED TOGETHER PER ENGINEERING aaomigatur foradlials aM In event ai paymeM not timely made, ,.,rz o� charge will be added for ell sums not pald'within terms, Par month anoble 0. S. Signature or Initials aywhare on this sheet consuiufs' agreement to all terms heeln. Unconditionally consideration guar of Clambers Truss extending credit for Ihls material the undaraignetl BEFORE SETTING. REFER TO 14' 22' Chambers guarantee, ENGINEERING DRAWING TO DETERMINE 22' Chambes Truss by any Pare fees, when due of any end ell Indebtedness 14' Indebtedness IncludingceN ng material and the undersigned agrees to Paysuch I I I radplem. ettomaye fees, B default in payment for material be made by the AL IF MULTIPLE PLY. i I Yaymene event of any litigationwncemin I or payments ref yA this agreem t SEAT PLATES BY CHAMBERS A v .. 12 4.00 • 2 2.00 -0 M " 1' upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT R6 kt 12 4.00 M 1' upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL t — }� INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR Vill . osIWZ1.4Vo 100 ,Pe J2 I �i AI�1�1�I�DIo1®I�I�I�I�I�II %�MISS 001 ATA ATA INVERTED %r WEBS AT CENTER W/9' B.C. PANNEL. LOAD WI (2) 50# POINT LOADS PER TRUSS FOR A/H/U ATA ry t ATA 111441. E disease. dill ■y ■■ ■■����,. _ �■ 'yj °%I■■I■I■il■yill■I�11■■I\I���■I■� II' Ir lr r� �/ it i� '% '�Iir7 it k% l� Yr •�/��/ ��� I 1=1W1=1IMIMI IMIMI■81M1=11=1=11 111111111 �J 15'-10° - - — 5 4" _ _ I 3'�t" 1 V-6" 1 GARAGE LEFT v Lo �i IICV I V L / . I -- ®I�I�I�I�I�II�I�II®III = IMIMI■I■/ mmpp- INS M SOME a� ■_ — Lim INVERTED 'VWEBS AT CENTER '\50# • + POINT LOADS PER TRUSS FOR A/l­W 0 ■ - �� -�/I■I■Iiil�.I/I■11�1®IL��`'■I�■I®I■■I\ : ° " \�Ia,NV o11D1 I I — I� ��\\� \\\�' \\\\QI�\`@�\\��\\\`\I�`:@; I 'I Ala► i l I •r I i ®I�I�I�I�I�I�I�BIfBI®III�I�I�IB�I�I�I�I■► erred to herein, the. parties agree that the sole l nue for any l such eglnrider be Saint Lucie County, Flonda. 11. Design responsibilities are per "National Standard And RecommendedGuidelinesw ill Raeponslbilldea For Construction Using Metal Plate Connected Wood Trusses ANSI?PUWTCA 4 -2002- DATED SIGNED FOR - - TITLE._.__-- r ��e-"Jef"`� �re9p po �1BCSI1-a-copra ghtIrljtaygdamacg% Multiple ply trusses must be fastened together par engineering before they are se; failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the rssponslbllity of the truss erector. 'Study the contents of the Information packet Included on delivery before setting trusses. 7}t�sses trarstbesetand braced perdeslgn t� prev�,t (fury& dainaga Trusses must be set plumb and square Do not bunks or Stack of plywood, roofing material or any other g0tentrated loads on trusses, this can cause collapse. DO NOT ,3ET TRUSSES USING THIS . USE LAYOUT DELIVEREWI D TH TRUSSES t, AYOUT TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plercei Florida 34982.6423 Fort Plarce 772.48 -2012 1 -5932 Vero Beach 772469.2012 Fax 772-QS-8711 Stuart '772-286-3302 ru+upep ' crol.c5'CAM . The Architect's or Arch"ect's representative's shop drawing apprrval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction approval covers gcri4eria. Architect's eneral roof shape, review of truss strapping, and loading on structure from gravity and uplift toads and their r active location. APProved By: Dare: I y. 92.0/93.2 MITEK 4.2 -7., �*- n_ p_ ,- ----.. DESIGN CRITERIA "At.A pL County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. �o'y I Top Chord Live 20 R Top Chord Dead 7 4.2 t Io I Bottom Chord Live 10 Non -Concurrent 0 Bottom Chord Dead 10 3 C _ TOTAL Load 37 7.2 �I o I Duration Factor 1.25 w Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. w w Highest Mean Height 12'-0" v F-� Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 K.U.L.=Nestraining Dead Load C.B.=Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11412 Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed By:-9--- Date:11/14/16 Revised:10P23$ r, FOR n t; 1r-s" _- 3'4• s'4�—' 15'10• Q WYNNE DEVELOPMENT CORP. DESCRIPTION: GARAGE RIGHT STERLING PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 76 40 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT' M 11412 1396G JSal;a_ i