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HomeMy WebLinkAboutBUILDING SITE PLANFILE COPY 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" c.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 SLOPE 14 12" . 5/8" thick light textured stucco on typical concrete block construction 12" Finish Columns with 5/8" thick cut coral finished stucco bands RIGHT ELEVATION 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" 8'-1" T.O.B. 0'-0" = Finished Floor ELE\/ATION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wooel 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 4" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLO j� Finish Columns with / \ 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction REAR ELEVATION rill - 03q( ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COM 4N REVIEWED BY DATE PLANS AND PERMIT S BE KEPT ON JOBSITE OR NO INSPECTI (5) WILL BE MADE THESE PLANS AND ALL PROPOSED WORN ALL MANUFACTURES LABLES SHOWING ARE SUBJECT TO ANY CORRECTIONS U FACTORS AND SHGC COMPLIANCE REQUIRED BY FIELD INSPECTORS THAT WITH FBC ENERGY CODE MUST MAY BE NECESSARY IN ORDER TO REMAIN ON ALL DOORS AND WINDOWS COM PLY WITH ALL APPLICABLE CODES. UNTIL INSPECTIONS ARE APPROVED CONCEAIED FASTENERS OR ATTACHMENTS ARE THE RESFONSIBIIITY OF THE CONTRACTOR OF RECORD. SCALE: 1/4" = 1'-0" 5/8" thick x 8"w cut coral finished stucco bands — Overhangs at 1'-0" unless otherwise noted on Roof Plan — Roof Itch at 4:12 unless otherwise noted P Gulf Coast Supply and MFG 5v crimp Metal roofing FL #11651.12 — Ang changes t0 this plan shall be submitted to the architect wood ga_ re cramp metal aging attached to plywood deck using over x IS" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and V end f or approval in writing prior to starting construction. laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails Gulf Coast Supply end MFG 5v Crimp Metal roofing FL #11651.12 /� I Window II spaced 6" o.c. at all laps and two staggered rows 12" o.c, in field. Attach 26 ga. re crimp metal roofing attached to plywood deck using over x 1.5 — Return ALL Stucco Bands Into W I n d ow or Door . deck to trusses using attachment detail on this sheet wood screws with calf sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c, at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized 12 nails into truss webbing. 12 4 SLOPE 4 SLOPE OIL 8'-I" T.O.B. -I" T 12" Ia" H. 12" 12 , ° 5/8" thick x 8"w cut H 5/8" thick x 8"w cut 3 coral finished stucco bands FEI coral finished stucco bands �o O 1f A � /g�� t coral i 5/8" thick light textured 5 hick x S��w cut stucco on typical concrete ® ® ®® nisfied stucco bands Finished block construction hed = — — — — — — — — — — — — — — — — — — — — — — — — — — - a 0'-4- A.F.F.AF.l orF. 5/8" thick Irght textured Finish Columns with 00000. I stucco on typical concrete 5/8" thick cut coral T ELEVATION block construction finished stucco bands FRONT ELEVATION SCALE: 1/4" = 1'-0" 2" x 4" top plate II 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at W' O.G. base -board � 11 11 ,,2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non—Bearinq Partition nts Braden it Braden AIA, FA Wunne Building Corp. Architects - Planners 41-1 S.E. Coconut Avenue THE STERLING Tel BFax : (112) 281-8258 : (112) 281-8283 $ anish Lakes E-mail: bradenaia�comcast.net St. Lucie County Florida Stuart. FL 34999 UAAC000032 SCALE: 1/4" = 1'-0" 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: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 11.5 mph ultimate Mean Roof Height: 11'-0" Roof Pitch: 4:12 Internal Pressure ego icient: ± O•I8 OY9> Sub,ectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height- g 1.21 x O.6 = 0.126 ASD design Load Combination: ASCE 1-10 Section 2A DL+LL; DL+O.6WL; O.6DL+01WL 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. +20.6/-84.0 RUC eY psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure e0o4i� (NET) Wall Zone: 4. +35.8/-38.1 psf Zone Ir(` 0 !ails Wall Zone: S. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 list Shear Walls Considered for Structure? Yes Continuous Load Path Provided? yes ® = Roar Zone 2 Walls Zone 5 Are Components an Cladding Details Provided?Yes END ZONE Minraum Sal Bearing Pressure: 2,500 psi, Presumptive: X Bg Test: psi W= Corner Zones Roof Zone 3 SEE PRODUCT APPROVAL FOR IMPACT P OTECTION FOR O ENINGS ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --±S— psf FLOOR DEAD LOAD: 10 psf JOB ADDRESS: \ MODEL: Date Drawn Revisions Sheet Comm # 5-24-18 REAR Drawn by: 1�-300 PORCH C.C.U. I. LEFT Checked by: B D.R.B. OF 5 , FLOOR PLAN ,H, CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to ste high by 4" diameter steel crash post. Floor proceeding With work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 10p a(3/ bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksI steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 2%" 2T S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o" ALL Concrete used for vertical filled cells, cont. tie beams etc.. toshall , 000 t,000 t mix and/orached eili gsPshalll bencrete omchord 4. Drywall a ceilingsleveled ada to bottom of trusses with screws per FBC R102.3.5. 10 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 2�„ 2' 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" V P.T. Buck to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation x nailed block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R31L - see permit info box of code edition 18. board to ASTM C36, C-19, C475, C514, C00, C931 Gyypsum material shall conform C960, C1002, C104-i,C11-11, C1118, C12-18, 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 sizing options for installation of drywall into Spacing M aximum wood framing members Nails]Screws 2" x min. thickness Ceding Perpendicular 24" 1" 12" 13ga 1 3/8' long with 19/64' head 0.098" diameter x 1 1/4" long annular -ringed or bd cooler nail /2 OR Walls Either IL" all IL" 0.080" dia. xx 1 6/8" long with Direction 15/64" head OR Ggpsum board nail 0.084" dia. x 1 5/8" with 9/ 2" head. Ceiling Perpendicular 24" 1„ 12" 13ga 15/8" long with 19/44" head OR 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail Walls Either IL" e" IL" 0.092" dia. xR 1 1/8" long with Direction 1/4" head OR Ggpaum board nail 0-0915" dra. x 1 1/8' with 19/44' head. we Lei Masonry Beam N.T.S. AREA CALCULATIONS Living A/C = 1,41.4 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 1-16 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. Total Cubic Ft = 11,192 2" VTR I I i i 2F VTR Masterr'� JIL Bath 1 IL..I - I 2'Lr Lay. I I y 1 2' VTR , SI I I I 2' �, 1 awn. 1 Kit. smw I I Kitchen I I Lay. .4 3' W.C. Bath Septic PLUMBING RISER install SGD thru buck into N 0 O block with 3/I4" tap -con with 1 1/2' penetration at L" o_c- max. from each corner and 20." o.c. max thereafter at head per product approval I" x V P.T. Buck nailed to block with case hardened nails il Head prior to door attachment \ Use 3/16" tap -con with 1 1/2" penetration at L" 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_I thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Grade Gulf Coast supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment Installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails Traced IL' 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 l 24" o.c.) sup porting Max. 4 at 24"o.c. TYPICAL 18101ba. uplift (shop drawings by manufacturer) Aluminum Drip -V ' \R-30 blown fiberglass Edge i Fascia in bottom chord oP trusses I/2" drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete end (l) #5 bar cont. in each row. Substitute Kaycan full o vant vinyl soffit installed precast lintel filled with concrete and (1) #5 bar cunt, for bottom row over openings using 1/8" dia shank x I5" long gals. roofing nails with 3/8' die. head par product approval - we chart sheet #1 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 fi-foil Insulation on typical 8" Block walls 5/8" thick light textured T All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes - stucco on typical concrete block construction bo Mortar to be Typa M only proportioned per FBC RLOl.I and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tuba etc...> #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (l) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L mil Visqueen over . / clean compacted termite treated fill �' t�llll11��lllll���lllll�illlll 11�IIII�iii�iiiE��i��ll1 III®III '''-I 111-1111-1 I I 111111 I�''- i I ii 14" x 14" Concrete footing 14" with (2) #5 bars cant. and #5 T Y P I C A L SECTION transverse bars at 48" o.c. Scale : 1/2" = I'-O" SIIdlncI Door At Masonry Wall fixed door sliding door 1 1/2" Sill Detail NITS Masonry Wall ypical Flooring - Install SGD thru buck into block with 3/IL" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o_c_ max thereafter at Jambs per product approval Jamb UJindow Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-5%a"x 5'-3i8" 54ke"x 43i4" Single Hung ZONE 4 2. 4'-2%a"x 5'-3 %a" 15" x 43 %4" Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 2l%2"x 38Y Single Hung ZONE 4 4. 4'-5%a"x 4'-2%a" 54%a"x 54)s" 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 manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A T-O" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X L'-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C V-O" X L'-8" 14" x 81 �2" dK°nn °""` Sliding Glass Door ZONE 4 D 2'-0" X L'-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-L" X 4'-8" Solid Core - Wood - L-Panel F 5'-O" X C-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x C-8" x I %" Solid Core Wood. Steel, or Masonite Door H 2'-e" X L'-8" Solid Core - Wood - L-Panel J 2'-v X c-8" Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X c-an Solid Core - Wood - L-Panel - Bi-Fold L 1'-L" X 4'-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 WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor wlth manufacturers specs prior to construction k�T4ffe]i 12" 10'-0" 12" Opt. PATIO/SLAB IluiLtilo e o (V o O EGRESS ° 12" x 12' Concrete column block filled with concrete and (2) #1 bars vert. tied Into m lintels above r 0 12 -e Covered Porch Provide screen Inflll below O ij ❑° ❑° ❑° o 0 0-77 CD .s c MASTER 16 U(,C BEDROOM a> n�u8'-O" to 9'-8" A.F.F. `r F m a 8'-0" A.F.F. Vaulted Ceiling in a� ° Flat Ceding GRET if o ROOM G O O CIA 0 E "Rod half I H B tO Vanity to e N I ev 34 y2„hig 2" x L" knee -wall 8'-O to 9'-8" A.F.F. n ° rr r J (O[ below counter top IVfaulted Ceiling CLO ET I DINING ie• - - - ROOM CABINE Rod is Shelf 8" its F; C ow- I - ;-� ��� 4. l O A T H �� I Vanity to be O I 34%2"high " O(41") 9Y4„ 13'-03/4„ 1 Ln O T High Wall ,, Venil Dryer QD thro h wall L 1-1/2" 1 - - Jill8'-O" A_F.F. isver�iang d- Flat Ceiling " ° I L'-O 10'-5" 4'-1" .B. ° Upper cabinets to D extend over Ref. c�v 2' filler N I o I E BATH Ff' A-/ MkM iRod tshelf--1A/C R-at muaUan W H a I O - - 4 cC Steel Ballard _ #1 fee detail on this ri ---- , 17" Provide auto -22" x 54' O L 24" O N closer ss Attiich Access ° I light- Q 22" _ _ e'-O" A.F.F. IV Flat Ceding 150 Amp 4° c Meter _O., 13`-L° n 4 aIL ne Is in SECOND w nGREFN GARAGE E Y BEDROOM ° i+t O 4" A.F.F. ° El I MT1 1PI(E IV Flat Ceiling r- ° ° O, ° O O r-----------------i EGRESS O - Block wall in I garsge to be I -_ ° 00 I struck block I i I. C.;VER D I I 12' x 12" concrete coluTrn block filled I 14 -L" PORCH with concrete and (2) #1 bars vert. tied O into lintels aboife in l' 2" 12'-1 L" I ® \41 a 0 e Oo Oo 0 o p e e o oll - 2'-8' 5'-2" all 6'-4" 3L'-Oft Install windows thru buck into block with 3/IL" tap -con with 11/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at ambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -_\ / \ Buck to be I" x 4" PT Detail at Windows I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Exterior face of wall -1 Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12' ox, max and 4" max from each corner thru 2" x V PT Buck Detail at Door #8 Woa at each prior to screws thru jamb into buck nge and 15" o.c. max and ow attachment NTS 6 T_ STRUCTURAL NOTES: 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/ 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/ 6X6 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. 1 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUND�TiON 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-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. 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 1*5 bar vent. at 48" o.c. max. Provide (1) filled cell on each side of openings upto 9'—I1" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" O.C. unless otherwise noted (see section) 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 X, 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/ SEE TYPICAL 30" overlap ECTIONS at each filled cell 4" concrete slab with fibermesh OR VxC #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill Grade IN = III i footing with (2)c#5 barscontic 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR OxC 1*10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per Q. foundation plan 10" (2) #5 bars cont. bottom steel 12" TAIL 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 Tooter 10 below finished floor IIE��EAlEIIIIE Verify house slab height in field 30" COLUMN FOOTING DETAIL 30"x30"xl6" concrete column footing with (4) 45 bars each way SCALE 1/2" = I'-O" Thicken edge to 8"x8" with concrete and one #5 bar continuous #5 bar vert. w/ 30" overlap at each filled cell i Adjust curb height based on gar. floor slope. 45 bar in curb \ W 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 5011 treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 10 mil Visqueen over fill 4" concrete slab with fibermesh OR 6 xL #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill OI-011 a F.r. IT7� —III IIII- I -Ili I 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" GARAGE 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 #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS O 'o- 14'-0" 3L'-O" 12" 4 10 . PATIO/SLAq I® a I l --- d) —L ----------------- i— — — — — ° — -N ° - ° ° r----=----- ° - ° - -- -- FI 1 I Rear Patio/Slab '— I to be poured separate lu 0 1 121_gll from the house slab. g_ �1 ° n Thicken footing to 24 I FI 24"w x 14"d x 24"L in to under filled cells r J�^ 1 under girder bearing. r1, ° °1 (] — ° 1 7 Imini I I I I O I I I I a I I I 1 110 i— — — — — — — — — — — — — — — — — — — — — — 1 Uri 1 Rear Patio/Slab to be flush with bottom of 1 1 sliding door recess. FI Slope 1/2" I vanit i; I� I 1 1� I FI I �I I H.B. I6'— 4 Y2yto be high 4" concrete slab With fibermesh OR � 1 6"x6" #10/10 WWM on 6 mil Visqueen over °° J) clean compacted termite treated fill I FI I I I �11 I II I 1�� I 12" 10'-01, I FI O° 4'-0° � ❑ 0 O O --- _ - A/C °F—--———— — — w.H. I I #I 1 4"4 Steel Ballard 4 filled w/ Cancrete O F5 > 1 1 1�01 I Q X:� I 1 1 1 , T P 1 I FI 1 1 I I E I L— a •iI ° �o4J F. 1 \0, I �° I _ a - ° F5 I I F5 Ulu LLI X o W 14'-L" J I a F41 T-2° 12'-6" L" Recess for — — — — O F r l F r— �� Garage Door °O (OO I — — — — — — — —— ° D 12" x 12" concrete column block fille with concrete and (2) 41 bars vert. ti into lintels above IS'-10" 11 H.B. I $o V_ FOOTING SCHEDULE Mark Size Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x iL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY ® 8"W x B"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ©14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" 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" COX PI(gwood 4. Use nails or screws bas d on rese re for roof stated in permit info box on Viiese plans fpor zone 3 4 FT FT Kell Area Edge Field Fastener Max. Pressure Zone 1 6" 6" , 8d ring shank 45 psf Zone 2 4 of6" 8d ring shank 16 psf Zone 3 4if 4" 8d ring shank 84 psf ** Zone 3a le of 4" #8 wood screw 112.6 psf ** Use nails or screws based on pres§ure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan U I 12"x 12" iI I III I I Column Block J#I Reber Re.bar 48 Bar Dia. Min. Overlap to Lintel Attachment 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 act in mortar Min. 8" Bearing Provide #5 bar act in pre -cast lintel into beam where length of the opening calls for it. Yam} I'' ez Provide PT Buck �;_;•, I„.'j attached per jamb l;iil details into filled cell 4" Pre -cast tCj`I p Sill r.;..;1 I;•r �1 -Poured Filled Call Provide #5 bars with min. 48 bar diameters overlap in Pilled cell. Tie 7filled cell steel into continuous looter steel. r Concrete Footing — 1•:., _ if Pouter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Sale: 1/2" = 1'-0" 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Type 2 felt paper using Bid nails. Substrate to be 19/32" COX Plgwood nailed at 6 o.c. in field and edges with lOd ring shank nails into studs. SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to veil. leg of truss with IOd x 1.5 nails at 4" O.C. Install Simpson MGT into wall using 5/8" dial threaded rod set min. 12" into wet beam and (22) IOd nails into truss 3LOCKING DETAIL )ER STRAPPING TER BEARiNG POINT Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plywood deck using 99 x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM O (tgpe 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 %paced 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 Itu u #5 bars � Lintel Bar Clear A B EAR Length9 p Length Span Bars Bars CL none V-4" 2'-2" 2,#J, none BFe-OBAT 8F8-IB/IT 8F8-IB/2T Additonal 4'-0" 3'-10" 2'-8" 2.#3 none ter— #5 bars cLeA ;! 4'-6" 4'--4 3'-2" 2.#3 none is ns (tow of "H" ' •-:.." Block Above 1? #3 none none q Precast Lintel r tV;,Vr ;:.( '.Y. f I + Additional -' r 6'-6" 6'-4" 5'-4" 2,tt4 none #5 bars �____� 1'-6" 1'-O" 6'-2" 2,#5 none BFII-IB/IT 8FI6-IB/2T NOTES: 1'-I0" 1'-O" 2,#5 none L min. coverage of eteel=l.5" s. min. bearing required a on, end=8" ALL reinforcing steel is grade 60. 3. standard for reinf. steel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Do Urwt WidthSize Lintel Cast -Crate Specification Rows of "H" Block Above " • Bottom Steel size Top Steel Sit Max. Gravitg Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2' V-P BIBS-OBAT I #6 3069 it 1024 L31 2'-V 3;_e. 1. 4'-0' BF8-OBAT 1 #5 25M 1363 163 L45 4'-5' W-10' 8P8-OBAT I #s IIOS 909 1 339 L50 iI iiI are-OBAT 1 #5 1238 835 121 L60 6'-8" T-6" Brill-OBAT I #5 1011 121 534 LBO 8'-0" T-4' 81c8-I0/2T I #5 2 #5 152 sea 512 L90 9'-0' 11 8F8-I113/2T I #5 2 #5 643 630 401 L9013 9'-O' 10'-6' 8FI6-I5/2T ONE 1 #5 2 #5 1533 083 401 LI00 10'-04 11 BPS-IB/2T I #s 2 #5 582 494 452 LIOOB 10'-0" II'-4" 8FI6-18I ONE 1 #5 2 85 1366 W28 452 L120 12'-O' 13'-4" 8F8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-O' IV-4" BFII-I5/2T ONE 1 #5 2 1 #5 1015 110 324 11.I40 11 15'-4" 8FI6-11I ONE I #s 2 #5 1250 409 254 LI60 IC -ON IT-4' BF8-1113I 1 #5 2 1 #5 300 M2 194 LILOB II'-O" IT-4" 8FI6-11I ONE 1 #5 2 #6 950 600 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - 1 24' o.c.) suporting Max. 18101ba. uptft Aluminum Drip - Edge it Fascia 12" 2' x 6" Kaycan full o vent viral soffit installed usingg 1/8' dia shank x T.5" long gals. rooreig nails with 3/8' the. head per product approval - see chart sheet #1 12" x 12' concrete column block filled with concrete and (2) 41 bar& vert. tied into lintels above thicken edge to B'xB' with concrete and one 45 bar continuous BEYOND Top of factor 16" below finished floor 12 4 attached to M framing with na no lase than (- horizontal wood into vertical w Aluminum Drip - Edge t Fascia Flash and Counter " flash Nail ledger to gable end truss with 12) IOd " �its at each web \ on 3/8' hi -rib lath ntal and vertical wood r staples to provide 4' penetration into imrng and 3/4' penetration 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 T Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8 die. threaded rod with min 12 embedment hurricane anchor at each truss into beam (22) IOd either wet set or in epoxy with nails into truss. Add blocking to ( 24" o.c.) supporting Max. truss leg per detail on this sheet Y HETA 21810 lbs. uplift N w U) I WLoL in L Q,-r LI-I I— E IV IJ,J U-A W oa 17�- z LLI <v I W I O LiJ T and shell (meet all ipertlainingpeAB M codes. m Mortar to be Type "M' only proportioned Der FBC R601.1 HETA 20 and Mortar ilants shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers. tubs etc...) FIII cell with concrete and ROOF Max.tt5 bar veil. ( not ex Mspacing shall not exceed Wood see unless otherwise noted OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET Base see foundation plan notes For - apacing at openings - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibesh TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER mil ViViaqueen over 6"x6" ttl0/10 WWM on 6 mil en clean compacted termite treated fill - 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 III�IIIII kHIIIIIIII ;, I111— TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR I4" FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Brace Gable and with 2" x 4" SYP #2 eft back nailed to bottom Of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer ) a al � X O� rn N � <i�a ° aL a d ry �s w a9 Cr` 0 O o E r OD L N 4 sy w Brace Gable end with 2" x 4" SYP #2 min. aft back nailed to bottom' -- of top chords using (2) IOd nails at each truss o � N \R-30 blown fiberglass ° Q in bottom chord of trusses O -1/2" drywall with smooth finish ro o LLI Two rows of beam block filled with concrete _ -and (1) #5 bar cont. in each row. Substitute u precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings N 1/2" drgwall over I" x furringg strips at 14" ox. with R4.1 fr-foil -insulation on typical 8" Block walls 000 1 iAN I Bass (cal Section at Front fi orch -- CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale : I/2" = I'-0" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION PANEL "A" Poles BR Load Wire Description circa circa Description Wire Loed BR Paso 2 40 1.0 kw #8 A/C cusp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal, water HTR 5 L Range #6 12.0 kw 5o 2 � e 1 20 1.8 kw #12 Pump 9 10 Dr er vo 5.0 kw 30 2 11 12 1 20 L5 Its $12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. I-1 i8 Recepts #12 - 20 1 1 20 1.5 kw #I2 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1 1.2 kw 212 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 Its #12 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 1.4 kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 - 20 1 - 1 20 #I2 General Lighting 31 32 Recepts #12 '-- 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 - 20 1 1 20 #I2 General Lighting 35 36 Bothroas GFI #12 20 1 1 20 #12 1 Smoke Detectors 3-1 38 General Lighting #12 -- 20 1 1 20 #12 1 Bathroom GFI 1 39 1 40 1 General Lighting #12 20 1 1 spare 1 41 1 42 1 mare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3, watts sq. ft:) Range .. .................. .................. ............... Refrigerator...,.„ ........................................... Microwave Dish. .Washer ....... ......................................... Clothes,.Dryer................................................ Water Heater ................................................................. Water. Pump ................................................... Garage. Poor. Opener .......... . . . . . . ....................... 1135 3 5,205 2 1,500 3.000 1 12,000 12 000 1 1.200 1,200 I 1500 1500 1 1,200 1,200 1 1200 1200 1 5,000 5.000 1 4,500 4 500 1 1,800 1,800 I 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21.415 e40% 1 O 10,91.6 Electric Heat or A/C 10,000 e15% 1 10,000 10,000 Calculated Load Watts 30.94L Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Double Pole Switch ® Eyeball Recessed Pe Push Button Switch Sr Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle G - Wall Mounted Light -.9 Waterproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector 4& Flood Light TQ Thermostat m Electrical Panel ® Central Yee [E�3 Electrical Meter ® Smoke Detector Ceiling fan © Television Jack ❑1 Telephone Jack Arc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up Intercom i ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire onlg, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. is. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all -fees, permits, testing, and re required inspections including blower testing whe. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. IL. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of Installation that may have been damaged. Y@n1-1hru --- Soffit A/C Meter 144 CFM IOxlOxL 149 CFm IOxlOxL F 1 B/AxlO 35 I� 150 Amp Panel MECHANI: AL 9 E Pt. B�2Axl0 e -1 "N 1 \ o WTRIM 14 Covered Porch GRE,dIT Roo 1 I I Canter Registers 208 CFM IOxIOx Dill ceding fan oxlox1FM 1210 DINING ROOM LJ I ,.l>u � ,VIIII (ou t- cceO1Aic Ass -I - Lwith light OX- d L-----J GARAGE r----------------- i I I I I I I I I I I I I I 1 I I I 1 I I I I LAYGUT SCALE: 1/4" = I`011 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected by others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 SECOND BEDROOM I 12x2x8 �y 15/A COVERED PORCH A/C disc. ISO #2/0 Aluminum feed nCB I ih' Conduit PANEL M TE AHu 2" PVC ( FPL ��...-, opwow-v.. 2" rigid service FPL to715#eor opMarwiin slab ELECTRICAL RiSER - Contractor shall use AL-CU Landing lugs_ NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Vie nt --so- t thru Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall w.p. G Install oulet under disc. not shown i clarity ELECTRICAL PLAN Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (712) 281-8258 Fax : 1112) 281-8283 E-mail: bradenaiaecomcast.net SCALE: 1/4" = 1'-0" Attic Venting Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 1-4.16 sq. ft. required Provide A Continuous Vented Soffit UJcgnne Building Corp. THE STERLING Spanish Lakes St. Lucie County Florida Post Light with Photo cell I v� ne 6'-3" 1: 11114- Exhaust Duct 7hru Soffit Wire For Front Post Date Drawn : Revisions Sheet Comm # 5-24-18 REAR Drawn by: PORCH C.C.U. E -1 1�-300 LEFT Checked by, D-R-B. OF 5 i ®=LIFE SAFETY WARNING TRU.:,SES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY N,IORE TRUSSES ARE BUILT FOR THAT MOD=L. given special attention I yell fety nsinst sthat should usses.beread ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'— 24' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers - --- I ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A I For Truss to Truss Connectionslisee hanger/connector schedule in engineering packager SEAT PLC M M Nails must be as shown. Guide tabs o Dome angle nails. BY CHAMBERS 12 4.00 $' i 2.00 upset=1/4" heel=315/16' PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' I END DETAIL : TYPICAL VAULT 12 4.00 1— upset=l/4" heel=315116" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER ATjA HEIGHT OF 8'-0' ABOVE FINISHED FLOOR 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2•-0: ON CENTER EXCEPT AS NOTED AIR H4M.. "K:>1_EFR -IF- III UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR -- All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A ®IMIM���IMIM�l� MINI= IMIMIMI�//IMIMIMIEWA MMIAMIJIIMM1 i///,l �/. i//1i//,1,///,li//ili//,1%J��li////i�//�!I 8ZMEIWMAIVZZA.iC/z 21 � � 4 T//////////////////// lid IWO 0001 IN 1110 110 1101 MOW • i y ATA ATA ON I ATA ®' / e ATA 50# POINT LOADS PER TSS FOR AMN RU ATA ATA ATA TB ATC 1V ■EI I IIN9Ilm1�11�1 �III�Ii�IIIIIIIIIIIIIIIIIIN_I\ ♦I'Dr%mil% : I VA I I 1� y�. ____������������� N � _@ I®I�I�I�I�I�I 1i///A,,M/142i r o901 010 nio / l,ii%lffilol• i. // P i• iI, I I I I 15'-10" I 5'-4" 1 3'-4" I 1 V-6" GARAGE LEFT 9 DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI t_*1 p ' V L c Ly is i CDRNER DETAIL OVNiAINGS NOT SHOWN FOR QARrrY I A4 1 ( AS 1 � j ARIN 1, ■lk%F j■ NNE 1Ila IIIl 011 P,1101 INVERTED'V' WEBS AT CENTER WIT B.C. PANNEL LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/HIU ■� - -�_� sill'% �� /II�I�IGU'.I�II�I�II `` I \\\\i\\\I141-1 \`i 1 I\\\�1`\\\\I\�\`It`1\\ I\\\\\li\ ®I�I�I�I�I�I�I�If�l�ll� ATA ATA ATA ATA ATA ATA ATA ATB ATC BHA a FABRICATION AGREEMENT' TMJa*ES CANNOT II aTAR7E0 Ulinx TI M "I The Wel deso"on of the pmpeify*ere, the trwaeu�beyy� I a mRIM I um - '.Ttos eew01 m�dda„oe wldl th6 blp� p, w1*hbtle.dealmwdlyII:II I n,rnr,g.euooeeery�ltegrlwgonore,etnaaee,�gmm'ey°L. . ' .9AN clime Urdses wramn I�iodos Ill I'll been vsffW by the urWerd�lad. dil provmed cedmed "n"s a wkhm SUCK wry ratice Ie C Tnge� he T� d. m the everig . i�ih.�e rsgnersd ab enlGVbge o0wetrra.ee, �� days m Will p , underekned Pl of "af:611.03' eumine,Y4pM by TPI a WTcA. a 6rgeh'responerotay m rake tM p tla of Tr hu the sob atuthoray b deWmpp the erdahagr, of dte Jsuitable b�a a jrter , . bseeasborer roe kr�N addlUarW Pft-r� w0l be roeporompe,ard d�vmY only. i Pnupww for delivery w bu r bIs not p mdel ; w r le r PolmlMe tochemben Trove fbr tosa,p ash dueoor,dlo,nede°V°'t' of kul h mnig iM 7 bellow is sub W 1, q,yga It ay yy py tldi liyunrL A III Per hour fee for INVbbns maybe cNagod by Gnanlbsn Thee, • ale 'mid• III 7: Thb b a PURCHASE ORDER to Chembas.Trtas of the arm . �remadyalnvoke nmy. be • pike. Inwks vela G roads nn deMary and P wift Went of net delivery of fablkated braes•, TPbee at admdrviceeded date bL dervery a payer cannot axapt ebornsye fee tortrolbdbrq h •tend M aRue to Pay Chambers.Tpm reawlable Meipe wu be added for a vim rat peId to na,�'1' made. ,-,2 %per month sefarJce le III canddwill of Own4mirs Tnau Or kill arywhere on a" show ma sw°en� to d terra hwam. W4011 tlI aiainteft who e<a id#6 meOerW the wdmVgned •; Chembers Tam by.any &4 ty roe : memdel end ffb v+debmanae owed to Including aQmMl neys fees. If defawt In peym a f kr a ore 110. in the event of any 11104to hell on raraernhp dye,g,,,,n„u4 da OtaMu bmlehed . a.3 tt0alepoffeefft Gang Fall � p"d°` •apes It et tlns sple venue for any such wig ,,. De$W ruponsWain am per "Nadonei Standard /bud FMMm mnded Ouldernee Dn Raipda66kes ForGw4 ualo„ Usbrg MOW Plate Coiyaded WoodTnrrsoe ANSVTP W I/TCA 4 - 2002 �ATEp- ._ . FOR AInds bormaybeng tedper"Bml.W,bpavat"&Cinnogm = Multiple Ply trusses must be fasbned together per engineering Before they are set; faUuts to do so can reiult.ln roof collapse. Temporary and Penoanent bracing are relqulred and can save 0te and property and Is the responslbiltty of the two erector; Study fhs contends of the Infornntion pttckat Included on delivery I` before setting trussiat. ..7iD�eesmtet6saetandbtat>edpertllasl�rb�prsverltt�taybdat�e, Tr,uses must be set Ptumb and square Do robot bunks or stack of Plywood, rooting material or any. Omei cdtfCerrtrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT -USE LAYOUT DELIVERED Wn TRUSSES TO SET TRUSSES CHAMBERS TRIJSS INC 310ii Oleander Avenue Fort'Plerdoj Florida 30824423 800-551,5932 -, Fort Plerce 7724662012 Fax 77Z•488.8711 Vero Beach ' TM-MM012 Stuairt '772.28ti 3302 , • ur-� eu_. nuauoeocTDrtft�-(•.AY . , "e Ar s!hP 4odrawie a Archrtect's representative's dng aPProval is NOT a "double check" of the Tcontractor. he contractor shall rnmarn responsible for checking Reldion crate err,ents and other construction crrte.ria Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and u 92.0/93.2 MITEK 4.2 their res Pion loads and tr DESIGN CRITERIA uelncatro- _6_ County- � ILUCIE wader, A.I.A. ---------- 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 ,,,.�I Loading in PSF Roof R.D.L. �00 I Top Chord Live 20 Top Chord Dead 7 4.2 c Bottom Chord Live 10 Non --Concurrent o I Bottom Chord Dead 10 3 E _ TOTAL Load 37 7.2 Duration Factor 1.25 m d = = Wind Speed 165mph CU 2 Top Chord C.B. Sheeting by builder. V Bottom Chord C.B. Sheet ng by builder. w Highest Mean Height 12"1 v Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 K.U.L. Kesualninq Uead Load C.B.=Continuous Brad Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buill Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11412 w Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed Ely: ' ^ Date: 11/14/16 Revised: 10/23/18 v, FOR 1r-s• s'�" � 6-4• 15'-10" � WYNNE DEVELOPMENT CORP. GARAGE RIGHT STERLIINGION: 7501 PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 / ko5 aq�o5