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HomeMy WebLinkAboutBUILDING SITE PLANS—I" T.O.B. 0'-0" = Finished FEB 11 ?019 6WO? CauntY, Fern 12 4 1 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 211451.12 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 underlayment installed with min. 4' side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank malls spaced L" o.c. at all laps and two staggered rows 12" o.c. In field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction — — — — — — —� — — — — — — — — — — —f — — — — — — — — — — — — — — — — — — — — — — — — — — 6/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION 5/8" thick x 8"w cut oral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands SCALE. 1/4" = 1'-0' ELEVATION 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" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" ox. in field. Attach deck to trusses using attachment detail on this sheet Mimi 12 1oPE 4 Iwo thick light textured / stucco on typical concrete block construction REAR ELEVATION — Overhangs at I'—C" unless otherwise noted on hoof Plan m FL #IIG51.12 Roof pitch at �1:12 unless Otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofi ng — An changes to this Ian shall be submitted to the architect 24 ga. 5v crimp metal roofing attached to plywood deck using 39 x I.5 for approval In writing prior t0 starting construction. wood screws with self sealing washer at 12' o.c. max spacing over ASTM D p p g p g (type 2) 30 lb felt underlayment installed with min. 4' side.laps and 6" and p /� laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails — Return ALL Stucco Bands Into Window Or D OOr. spaced L' 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 4 Finish Columns with 5/8" thick cut coral finished stucco bands ST. LUCIE COUNTY BUII ING DIVISION REVIEWED FOR COM IA C fJ ALL MANUFACTURESLABLESSHOWIN(REVIEWED BY j Y UFACTORS AND SHGCCOMPLIANCE PATE NS AND PERMIT MOST BE KEPT ON JCB WITH FBA ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS SITE OR NO INSPECTION(S) WILL BE MADE UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT 70 ANY CORRECTIONS REOUIREO BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. SCALE: 1/4" = 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 wood- 5v crimp metal roofing attached to plywood deck using #9 x 1.5' wood screws with self sealing washer at 12" o.c. max spacinover ASTM D (type 2) 30 Ib felt underlayment installed with min. 4 sideg laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L' O.C. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 8'-1" T.O.B. 12 CONCEALED FASTENERS OR ATTACHMENTS .H. ARE THE RESPONSIBILITY OFTHE CONTRACTOR OF RECORD. / 0'-0" = Finished Floor 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 f'Igwood nailed at G" o.c. in field and edges with IOd ring shank galvanized —� nails into truss webbing. 12 SLOPE 14 El ED , 2" 2" H. 5/8" thick x 8"w cut :.. H. O o❑ ®®® 3 Cora finished stucco bands 3 5/8" thick x 8% cut ® ® ® coral finished stucco bands 5/8" thick fight textured ®®� stucco on typical concrete block construction — ----------------------------------------————————————— — — — — —— O'—O" = Finished Floor Finish Columns with 5/8„ thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction RIGHT ELEVATION FRONT ELEVATION SCALE: 1/4' = 1'-0" SCALE: 1/4" 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord I/2" drywall on x 4" studs at W' o.c. base —board ----\ 11 11 / a' x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR OxO #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Searing Partition nts Braden t Braden AIA, PA Wynne Building Corp. Architects — Planners S.E. Coconut Avenue THE C, T E R L I Telel ('1i2) 281-8258 �✓ I �L Fax : (112) 28e1-8283 Spanish Lakes E—mail: brad enaras" comcast.net St. Lucie County Florida Stuart. FL 34996 #AAC000032 5/8" thick x 8% cut coral finished stucco bands —0'-4" A.F.F. 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: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: I45 mph ultimate Mean Roof Height: II'- " Roof Pitch: 4:12 Internal Pressure Cent: to -is Subjectability to damage from: Weathering: Negligible Termites: Very Heavu Width of Roof End Zone: 3'-4" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.12L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.LDL+O.LWL Components I Cladding Wind Pressure (NET) Roof Zone: I. +204/-32.L psf Roof Zone: 2. +204/-51.0 psf Roof Zone. 3. +2O1/-84.0 psf Components I Cladding Wall End Zone Width: 3'-4" Components I Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 pat Components I Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3 Pef Shear Walla Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Detai s Provided? Yes Minimum Soli Bearing Pressure.2.500 pai, Presumptive: X By Test: pal This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: 50TH: NEITHER: ROOF LIVE LOAD: 31 Pat ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD:45 esf FLOOR DEAD LOAD: 10 psf TO LI7erMWA = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 SCANNED BY JOB ADDRESS: MODEL: Date Drawn Revisions Sheet Comm # 3-28-18 GARAGE Drawn by: RIGHT C.C.U. 1 " ] � — 3 O 1 Checked l / 6e D.fZ.B. / OF 5 34'-O" FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verrf ALL notes and dimensions prior to steel high by 4" diameter � p steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion„bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have a1a t3/8t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals t0 touch. 2�2' 2%2" 5. ALL Concrete used for slabs shall be min. 2,500 PS1 concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to m o shall be 3,000 P.S.I. concrete and/or 9,000 P.S.I. grout mix �3/e' P:2A' 6. Drywall at ceilings shall be leveled and attached to bottom chord 4'41 of trusses with screws per PBC Rl02.3.5. -1. o 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. " '/2" 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 I-3/4"t 20 min. rated door w.H. = Water Heater G. Wall and Ceiling shall have a flame -spread classification of not greater than 200 Der 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 I-1. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" V P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation x 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 P.B.C. R316 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C-19, C4�5, C514, C630, C931 C40, C1002, C1047,C11-11, C11-18, C12-18, C1395, or C1396 and shall be installed according to the followrng; (FBC R-102.3.5) Dr wall y Thickness Location Orientation Framing Member Max. spacing P s of fasteners Nail sizing options for installation of dr wall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/(4" head 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler na OR 0.080" dia. 1 5/8" long with Walls hr IL" g 16 Direction I5/1,4" head OR Ggpsum board nail 0.084" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 15/e" long with 19/44" head 0.098" diameter x 13/8" Ion g annular -ringed or Ld cooler nail R 092' x1 1/8" long with Walls Either IL" eell1L" Direction dia. OR Ggpsum board nail 0.0915" dia. x 1 'T/8" with 19/L4" head. Install SGD thru buck Into 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 Use 3/I4" 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 apprc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall 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 P.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 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 underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. In field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal with 110) 10d ox la 1/2 nailsuss l 24" o.c.) aupporting Max. 18101ba. uplift Aluminum Drip - Edge t Fascia 2" x L" sub -Fascia Kaycan full o vent vmgl sorrel mstallec using® 1/8' dia shank x 15' long gals. roormg nails with 3/8" die. head per produet approval - one 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 PRE -ENGINEERED TYPICA TRUSSES at (shop drawings by manufacturer) TYPICAL SE ' \R-30 blown fiberglass in bottom chord of trusses 1/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cost. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cant. for bottom row over openings 1/2" dryywall over I" x furringg strips at 16" o.c. with R4.1 fi-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. au Mortar to be Tgpe "M" only proportioned per FBC R607.1 and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas lax. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (typical). Max. apacing shall not exceed Wood 48' unless otherwise noted Base see foundation plan notes for J spacing at openings 4" concrete slab with fibermesh OR OxV #10/10 WWM on L and Visqueen over / clean compacted termite treated fill 14" x 14" Concrete footing with (2) #5 bars cont. and #5 TI O I N transverse bars at 48" o.c. Scale : 1/2" _ Masonry Beam Head fixed door sliding door 1 1/2" Sliding Door Detail At Masonry Wall NTS AREA CALCULATIONS Living A/C = 1,4-14 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 116 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq, ft. Total Cubic Pt = 11,192 2' VTR JIL I I I 1 0 VTR Master y / I IL Bath I I 1La2' . I 2' I Lev. 1 �• I 2" VTR W.C. JIL I I I slwr. VA. sink I I Kitchen 2' I " I I Lay. rl 3' W.C. Bath . o Septic PLUMBING.: RISER I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall al Flooring L Install SGD thru buck into 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 Jambs per product approval Ia,,,H Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%a"x 5'-3%" 54%a"x 1,34' Single Hung ZONE 4 2, C-2%"x 5'-3 %a" 15" x 0 W Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21'/2"x 386/a" Single Hung ZONE 4 4. 4'-5%"x 4'-2%" 54i8"x 54V' 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 1'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 4'-8" 41 i/4"x 83%" Fiberglass Panel - Inewmg ZONE 4 C 6'-O" X L'-8" 14" x 81 '/;' ;( ;"�`°" Sliding Glass Door ZONE 4 D 2'-0" X 4'-8" Solid Core - wood - 4-Panel -51-Fold Finished 24' x 81 h" X C-By Solid Core - Wood - 4-Panel F 5'-0" X 4'-8" Solid Core - Wood - 4-Panel - Bi-Fold G 2'-8" x V-8" x I %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X L'-8" Solid Core - Wood - 4-Panel U 2'-L" X 4'-8" Solid Core - Wood - 4-Panel - Bi-Fold K 2'-8" X L'-8" Solid Core - Wood - 4-Panel - Bi-Fold L 1'-6" 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 with manufacturers specs prior to construction Install windows thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at .iambs and 20' o.c_ max. Exterior face at head and sill par product approval of wall ---\ / \ Buck to be I" x 4" PT P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER, AND Detail at w l n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x V PT Buck of wall - anes 48 Wood screws thru ,Iamb into buck at each hinge and 15" o.c. max and Detail at Door prior to door attachment NTS STRUCTURAL NOTES: I. 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: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 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, it 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 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 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM, FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, 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" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" 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. IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF I000 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 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON f"LAN 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 I #5 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-O" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-l6 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and H/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap - at each filled cell 4" concrete slab with fibermesh OR VxV 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill =I I III I— 14"w x 14'd concrete monolithic footI ng with (2) 95 bars cont. 14" TYPICAL FOOTING DETAIL At ALP 1/2" = I'-n" 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan loll '(2) #5 bars cont, bottom steel 12" DETAIL AT GARAGE STEPDOWN Ar'AI P 1/1" = I'-ni, 12" x 12" concrete column block filled with concrete and (2) u, bars vert. tied into linteb above Top of rooter 14" below finished floor Verify house slab height in field ,—iii fl 30" COLUMN FOOTING DETAIL 3011x30"xl6" concrete column footing with (4) 45 bars each wag Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE m — SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established 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 L"xf" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell AL Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. VxV 410/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill 0'-0" e F.F. Grade "' III IIli 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" ARAGE CURB DETAIL SCALE 1/2" = 1'-0" 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 PRE55URES STATED T CJ IN PERMIT INFO BOX ON SHEET #l. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonrg 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 Masonrg Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled ell Column NTS w w 36'-O" — — — I 10p I � I I�t. PATIO/S AE6 4 m F4 Jla ® ° I i Rear Patio/Slab r W to be poured separate H.B. 14'-0" -- — —— -- -- — — � I I R from the house slab. I 12'-8" O e 4„ Thicken footing to N cn L 24"w x 14"d x 24"L FI I 1 under filled cells under girder bearing. I I - -- - - - - - - - - - - - - - --- ---J I� Rear Patio/Slab to be flush with bottom of FI sliding door recess. Slope 1/2' 'I I I � {I I �I I �I II FI �IO Vanitg to be H.B. 4" concrete slab with fibermesh OR 34 °,thigh 6"x6" 410/10 WWM on 6 mil Visqueen over �10 clean compacted termite treated fill7 I FI I I �i I ;- i1r— ,I I FI I o �I I I 0 —— �► -- - I f ao ., r - I 4"4 Steel 'Ballard I #) J ®filled w/ Concrete "r I I? 31 I I ? a � < aJ �I I �o I ❑ w I r min FI I I 00 a I I I I -�>) I I FI I I t3 F` I Ec .a•3 _ I FI "a -� ""I ;;r3 b IS o� Er- °� /" I off' Io FI U I o - --- -- 15 qQ° I v U I I I " °❑ I T W O u;IL s� 10 I b„ O c j 12'-b" (V n _ — — _ _ Q y� - I " x 12" concrete column block filled wi h concrete and (2) #, bars vert. tied into lintels above 11'-6" ,'-2" b 4 ❑ L — — _ _ Recess FOi' P6 J — — — — nn 11-11711 Garage Door nn 5 3'-5" 5'-4" 3'-5" FOOTING SCHEDULE Mark Size Description I 14"W x 14'D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 120D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 14"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THiCKEN SLAB EDGE WITH I #5 BAR CONTINUOUS Q14"W x 140D With Curb at Garage MONOLITHIC FOOTING WITH 2 95 BARS CONTINUOUS - CURB O 0'-0" ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws based on presspre for roof stated In permit info box on tfiese plans for zone 3 Keu Area Edge Field Fastener Pressure Zone I 6" L" Bid ring shank 45 psf Zone 2 4" 6" 8d ring shank 14 psf ;PZone 3 4" 4" 8d ring shank 84 psf /** Zone 3a 6" 6" #8 wood screw 112.5 psF ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan 12"x 12" Column Block Rebar Rebar 48 Bar Dia. Min. Overlap to Lintel Attachment to BEAM SCHEDULE Mark Size and 1-Description Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 90a bend bar with a 10" min. lap at top bar. Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell sterol into continuous beam block steel. Provide Cast -Crete SUB-OB/OT precast lintel set in mortar--, Min. 8' Bearing Provide 95 bar set in pre -cast lintel into beam where length of the opening calla For it. -a - -- ,.,4t'.,t'- Provide PT Buck .i, attached per iamb details into filled cell ' "' 4" Sill re-cast14 `Poured Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous / looter steel. `... "' i'I `�.`"1. Concrete Footin-i^ (see footer schedule for exact sizes) DETAIL AT WINDOW OPENING iN Scale: I/a° = r-o° CBS WALL NITS n SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockinag to Vert. leg of truss with IOd x 1.5 nails at 4' o.c. Install Simpson MGT into wall using 5/8" dia, threaded rod set min. 12' into wet beam and (22) 10d nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of A5TM D Tgpe 2 felt paper using 8d Wads. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 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 undarlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel #S bars Lintel Bar Clear "fit" "B" Length Length Span Bars Bars 9CLEAR 2'-I0" 2'-8" I'-L" 2,#3 none r N'•" 1 i 1 i' 1 3'-6" 3'-4" 2'-2" 21#3 none 8F8-OBAT 8F8-IBAT 8F8-IB/2T Additional 4'-0" 3'-IO" 2'-8" 2,#3 none _..,• tt5 bars .. ,.t;r. CLEAR �....c,;: 4'-V 4'-4" 3'-2" 2 #3 none 'i:.'.'_'r: na Row of "H" Block Above 5'-4" 5'-2" 4'-O" 2,# 3 none Cs?i;-.M' .;;4•.:, none recast Lintel 6 -6 6 -4" 5'-4" 2.#4 none •>." Additional "•:."�. 1 tt5 bars y____r T-V T-0' C-2" 2 #5 none BFK-IB/IT 8FIL-IB/2T 8'-4" T-10" T-O" 2#5 none NOTES: ALL reinforcing steel is grade LO. I. min. coverage of steel-1.5" 2. min. bearing required • ea. end=8" 3. standard for reinr. steel-ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit W h Lintel Size Cast -Crete Specification Rows of "H" Block Above • " Bottom steel size Top steel Size Max Gravity Load (PLF) Max Uphft Load (PLF) May- Lateral Load (PLF) L22 2'-2" V-L' 8118-OBAT 1 #5 3069 151.9 1024 L31 T-0 7-8-I 3'-1. 4'-O" BPS-OBAT 46 25LI 1343 1111.3 L45 4'-5" 5'-10' 8P8-OBAT 1 #5 1106 909 339 1_60 6'-O" L'-0 811118-OBAT 1 tt5 1238 835 121 LLO L'-8" T-L' 8F8-OBAT 1 #5 1011 121 634 1.80 W-Off T-4" SFe-IB/2T 1 #5 2 tt5 152 541 612 L90 T-O' 10'-0 8F8-IB/2T 1 $5 2 #5 643 930 401 L90B `1 10'-0 8FIL-I15/2T ONE 1 65 2 #5 1533 1183 401 LI00 10'-0' II'-44 SF8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-O' II'-4' BPIL-I5/2T I ONE 1 #5 1 2 #5 1366 1028 452 L120 12'-O" IV-4" 8P8-IB/2T 1 95 2 #5 411 428 324 L120S IT-O" 13'-4' 8113I6-I8/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-O' 16'-4" 8FI6-15/2T ONE 1 #5 2 #5 1260 609 269 LILO IL'-O' IT-4" 8P8-I15/2T 1 #5 2 #5 300 192 144 LILOB IL'-0" IT-4" BPIL-I8/2T ONE 1 #5 2 #5 950 1 500 194 - ALL LINTELS SHALL BE MADE BY CA5T-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails if 24' o.c.) supporting Max 1810Ibs. uplift Aluminum Drip _ Edge E Fascia 12" 2" x 6' Sub - Kagcan full o vent vinyl soffit installed using 1/8' dia shank x 1.5" long gals. roo/mg nails with 3/8" die. hand per product approval - see chart sheet ill 12' x 12" concrete column block filled with concrete and (2) #1 bars wart. tN into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer IL' below finished floor 4 1/2' Aluminum Drip Edge ! Fascia Flash and Counter f lash Nail ledger to gable and truss with (2), IOd Its at each web ick stucco on 3/8' hi -rib lath d to horizontal and vertical an with nails or staples to proved 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan tt5 bar Vert. w/ 30" overlap at each filled call Rear Patio/Slab to be flush with bottom of sliding door recess. Pwre caner Flush Mounted Simpson HETA 20 chore Per hurricane anchor at each truss Specs ( 24" o.c.) supporting Max. lax. 1810 lbs. uplift ETA 2O Aluminum Panel Sires per manufacturer Sae Tupu:al Stud Detad 1/8" x 3/32' Wing Nut w/ appropriate washer and spacing per manufacturer's Catania 3 a{3' � A91'IN O C m is = R W II Stud Detail Stud s/ I Cost ZincN're Nickel Plated Wing Nut V4' ter Detail nts Brace Gable and with 2" x 4" SYP #2 Slit back nailed to bottom of top chords using (2) IOd nails at each truss W L L 4-3 � UU 0>-(a W F- E lY ::n; W u-" W aw Z:4m 0"g W �� W 1 `C _ W n W Q_ Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES a 24"o.c. TYPICAL ( shop drawings bg manufacturer ) 4WW9 WW \R-30 blown fiberglass in bottom chord of trusses -1/2' drywall with smooth finish W Two rows of beam block filled with concrete _and (U #S bar cont. in each row. Substitute precast lintel filled with concrete and (1) tt5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 14' o.c. with R4.1 Pi -foil -insulation on t pical 8" Block walls Strap truss to wall using Simpson MGT with 5/6 dia. threaded rod with min 12' embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet Else ii �i� I ��w Nis NIN, I_ III1491111.1 EWA I Avg WA OA A F-04 � ell, WA OA AF IWA 0A ie IN WN Oil imimimimimimimimimimimimo a to � X N � s U Ci < �J 4L U n = 0 N al v to 0 O E C _ W N is lq- IN 0 All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. ETA 20 �D Mortar to be Type 'M" onlyy proportioned er FBC �401.2.1. R601.1 and Mortar joints shall comp. y with FBC Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and !I) 95 bar Vert. (typicnU. O /` FL A '1,essnotherlwise noted aid 48unless I � tion plannotesfor fondng Wood — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET see ings — ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermeah OR 6"1 #10/10 WWM on 6 mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER 11 clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. IIII,III- - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER �IIII IIii_=.1111- 4' 1=1 — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION .tlon at Front For Ch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE 1/0" = 1'—n" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION PANEL "Ai, Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 34 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 L Range #L 12.0 kw 50 2 � 8 1 120 1 L8 kw 212 1 Pump 9 1 10 Dryer #10 16.0 kw 1 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher 1:12 1.2 ku 20 1 1 20 1.5 kw #12 Microwave Is 14 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw a12 Kitchen S.A.C. 11 i8 Recepts a12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts *12 - 20 1 I 120 1 1.2 kw #12 Clothes Washer 21 1 22 1 Recepts 212 - 20 I 1 20 0.81 kw #12 Garage Door Opener 23 24 1 Recepts #12 - 20 1 1 20 1.4 kw 212 1 25 26 Recepts 212 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 $12 General Lighting 29 30 Recepts 212 - 20 1 1 20 $12 General Lighting 31 32 Recepts #12 20 1 1 120 a12 General Lighting 33 34 Exterior GFCI *12 - 20 1 I 20 #12 General Lighting 35 3L Bathroom GFI #12 20 1 - I 20 #12 smoke Detectors 31 38 General Lighting #12 20 1 - 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 - 5 are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3, watts. sq. ftJ......................... ................. ......... ........... .Refrigerator .................................... Microwave..................................................... Dish, Washer Clothes..Washer.............................................. Clothes..Dryer................................................ .Water, Heater. ............ ....... I ....... Water. Pump ................................................... .Garage. Door. Opener ........................................ 1135 3 5,205 2 1,500 3,000 1 12 000 12 000 I 1200 1,200 1 1,500 1,500 1 1200 1 1200 1 1,200 1,200 1 5.000 5,000 1 4,500 4,500 1 1800 1800 LL= 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10'000 Remainder 21,415 e40% 1 O 10,9L4 Electric Heat or A/C 10,000 946% 1 10,000 10,000 Calculated Load Watts 30,9611; Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel size Required - 190 Amps Electrical S mbol Leend S Single Pole Switch ® Recessed Can Light S, Double Pole Switch ® Eyeball Recessed PS Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle G- Wall Mounted Light aterproof ground fault circuit PC Light with Pull Chain (attic) ® Floor Duplex Outlet 0 Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light Q Thermostat ® Electrical Panel © Central Vac 8 Electrical Meter ® Smoke Detector Carling fan ® Television Jack 1❑ Telephone Jack Arc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPIa+ Speaker Hook -Up ❑I Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire only, 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. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. S. AFCI receptacles are regcared in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10, A/C Refri rant lines that are run thru slabs must be sleeved in ?� c 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be fullq operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. IS. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. 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. 149 CFM IOxIOXA Covered Porch M STER B DROOM G EAT 00M 149 CFm iOxIOxL 12x8/A Center Reglstfqr i-, 208 CFM on ceiling ibn I ----- a I IOxdOx"1 I OxlOxl �� s!� ---- 12 S/A ( 5g 9 CFM o H.B. 1 >a� ex -ix I LO I � 1 12" L---- Sx4x4 /M7- DINING I _---Ven1t_thCrL p ROOM I BATO Soffit I Ie K 162 CFM 12 12xLx1 10Cx< H.B. I Vent thru_-- eX4 ?ox o Soffit BAT I T I I A/C #I 14L CFM 16" i , I7r 22' x 54' = Attic Access IOxLxL Q Q I with IIght l 150 Amp 8F Panel star SECOND BEDROOM G,4R,o,CE 12x12x8 jITI B/A [� r----------------- i I I I I I I I I COVERED PORCH I I I I I I I I I I I I MECH,4NfC,4L LAYOUT SCALE: I/4" = I'-O" I-1. 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 bg 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 verrfied 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 bg 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. 26. Dryer Vents to be installed per FBC RMIS02 A/C disc. #2/0 Aluminum feed AMP I 'b° Condwt PA EL M TE AHU 2"PVC (FPL w.rY.rw 2° rigid service FPL Bare #L cop wire to #5 cont. rebar in 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 Braden t Braden AIIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 28-1-8283 E-marl: bradenaiaecomcast.net Stuart_ FL 34996 UAAC000032 H.B. Exhaust Duct Thru Soffit - Wire For Front Post Light ELECTRICAL PLAN L'-S" 4 U u x W p a I n a. > w rL )::6- ,Post Light with I Photo cell Wynne Building Corp. THE STERLiNG Spanish Lakes St. Lucie County Florida Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall p. GFI tIInstall disc. N under disc. 0 shshown for clarity O i d- SCALE: 1/4" = I`0" Attic Ventino Calculations FBC 2309.1 Total Attic Space = 212-4 sq. ft. Venting Ratio 1/150 = 1-4.16 sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn : Revisions Sheet Comm # 3-28-18 GARAGE Drawn by: RIGHT Checked by: ID. R.B_ OF 5 =LIFE SAFETY WARNING TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL given special attention Life persons nsinststhatshould usses.beread ARRANGE WITHI CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH given special attention by all persons installing trusses. 30' Span or less so'to so' Span A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangersP7- --- 0 degrees Sprea er Bar I A S or less SPACING NOTE R HAN LEFZ NOT-1F= All load bearing walls, headers, UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES g spa 1 /2 ag �Approz 2/3 to ALL TRUSSES ARE TO BE SET ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR beams & lintels must be in place span O rOX.'. Line 1/p of Span T g Line P PP ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT AT 2'-0: ON CENTER WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. at Indicated height before trusses REFER TO BCSI REFER TO BCSI g Y Truss must be set this way if crone used. Truss must be set this wa If crone used. EXCEPT AS NOTED L CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. bom® are installed. ass is an eaple, your toms may not match. This is an example, truss may not match. resist crone operator sets truss this way. Insist crane operator sets truss this way. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. I Carrying Girder For Truss to Iruss Connections see hanger/connector a ll be as schedule in en I eerin de tabso 9 f g e nails. SEAT PLAT iD M iD ro BY CHAMBERS 12 4.00 f 12 2.00 8 upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT 12 4.00 F-- upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A �EIGHT OF Il ABOVE FINISHED FLOOR 14' 22' I I I 1 I I _ 1,01L4 1111rl �= 10110 111111110 tZ 11 1 Al IIIA A4 f 1 A5 I A5 1 A5 ! / A5 1 �^ A5 ATA ATA ATA ATA ATA ATA ATB ATC 4, AIM �IB Vb INVERTED "V' WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U 1M IMI Vii I �e7 ■ P I 15'-10" I 5'-4" ' T-4" GARAGE LEFT J6 J4 J2 I �V L I 1 C L I ; 1 1 4 I J 1 4 I 1 1 INVERTED'V" WEBS AT CENTER W/T B.C. PANNEL LOAp W/ (2) 50# POINT LOADS PER TRUSS FOR AM i ATA ATA ATA ATA ATA ATA ATA ATB ATC BHA e ■ EM■ r- 0 FABRICATION AGREEMENT' YRM" CANNOT eE aTARTFD UNTIL TMAgNtUM aIONED i RETURNED e. m.legr dint bf the MPwty where tM trewillbe kwtared Ir. The udmlptstl.dulowledges.nd.preee: - � . 1. Tnwm will be made In saes ea admtee w1 h reds bw. Plmaneri dtamant layout w tb Ca wb aurtoft for detemdnlrtg.a `(Pl fabrlcatlon Of ft in"". . Z AI ddemlona h Bds Wpxt haw been wmltad bygte ttrtdenlpwd, A lhlleia wrRmt r,otice Is prwMed by omdreQ mull to Clrurbere Tnwa wkf4t brt (,0 dry! of daremy ee raWenlprted camp flat re bbaidaryss sal M arewad..ln tlw sand . eutlt wrROrt rroda. q tumbhed Chantban Tnaa ahW haw knee (� Edm��esae days In which .. to bed repairs rearmed• atb o0ret:Enw,w, m chartmm, .• s. Th. uMenhpned advtowlup« rtrcelpt d"ecsl,.gt" aurmwy.lem by TPI a wrcA, a lt.ewy a ro Joe she. n b tree dryste•rrponelbah, to mmw tie Job eke sukabk for aekvmy. t7tentbors Tnta ha IM eak autl,cpy to dmamme de tupabft ert+w Job see of a Poidob ofate Job aka far d*4wy. Ctwrtbms 7N 0 wO be resporaft far dump darvery ordll. . The dryer Y rapaa164 for addklaW dakwry expenses It Clambers Tow hse b rod . ' bKK*o job dts Is riot prepared for d*jwy or bim, d not prepared for denary of MAIN". Buyerb to Chicibas tree forto%** cad dueio WOe oondflbns. . !L ft" A 560 Per how revhlbrw Is i ublwt to gange If any dtanm pu Sm.ade Ilimar be dwped by Chambem Tnwe. ' 7: TNris a PURCHASE ORDER to Chmpbere,Trim of ft am agreed IN or a Invoice • Wks. Invulce we be made on defer, aid poll wkhkt temp ofrt� "Wery d fe Nkslied b'kiaies. The be m2ft a al Wood a data bf dervery U buyer cannot case ip bouncy n it not to Pay O ntbers.TNse reasonable dwigewi lee forad ed for w d sword of Parmmtt red trey made. 1-112 %per moerdt setyoe chips we bo added for surm not pNdwddmr tams. . & Signabma or wuab mrywhere an we.hem ooned4mst epreeneM to al team b,aebL c d tzm unconditionally gush nt Chmn nin Tnwa n due lg .0 fbr ode matadal the undersignedChoribeni R t bY.4 tea pa roodft when cue n arty and all ddebtedrma owed to 4M Ti Including sticni ya f' ae% If defied( in d apnea to pry weh 4 payrmM for n,atmlal bs made q the ' N 10. 1hO sent Of an1' BtlpeUmt Waning this W mmm, the Aasw hmthhed hereunder a Pryrmrtre refmred ao lend, the pmtbs spree mat the ague saw W any such salon will a seta ►rids Cowry, Flaws. 11. Design mgxwolbl4la are W-NBftW SYmgrW And Rreomnend dOuldefim on RaipomPoWtlee For CakdWion UAV MeM Plme Gxpected Woad Thissm ANSVIPWMA4-2002- Dreg �ONEO As1aesflerbwmrlbtsq"per"BCSI1.03"bplwartlrgny&datn oL . Multiple ply trusses must be fastened together per engineering before they are set; failure to do so can refwlt.ln roof collapgo. temporary and permanent bracing are required and can am We and property and is the responslbltlty of the truss erector. Study the contains of the Information packet Included on deill before setting truselss. Tr usesmnetbosd&Wl racetiperdeslgntuprwentijlrybdeineps Tnsses [oust be set plumb and square Do no! let bunks or stack of plywood, rooting material or any . omoi CdnConbrabd loads on tresses, this can cause collapse. DO NOT SET TRUSSES U&NG THIS LAYOUT USE LAYOUT DELNERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander A� enue Fort Plerde; Florida 34982-6423 _I 800-551.5932 r Fort Pierce Trg-465-M12 Paz 77`240-8711 Yero Beach 772-669-2012 Stuart: 172-286-3302 ` ur-t nra,,. nuxuCCpc,y,ytt,isr`,Aal .I, of, 'n a drtar 4r, ,o e" bte chw/n� Chit eor•s for htra-'Ck.. RAprpp rQOr' r aggro O" [r 9t r, 1�/, �h'a! o"r ,br tafiyes c'4iE. a�a/ 4C Go "'a"a h re tar• a s str4o� to Y" 4SI Sirs 9EIIA PYi�A,shr$ Sn'b/e A It e'grae;ry/:i"pl tl't;oor SyhAtt.C.fd pa/eroo-ga Qy •cr;�ea�� ipf`tt oath � , l I o 92.0/93.2 MITEK 4.2 @ra c„rian seas a"�, DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY - -- Wind Design Criteria ASCE 'T-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 _ to Top Chord Dead 7 4.2 t I o I Bottom Chord Live 10 Non -Concurrent c� ° Bottom Chord Dead 10 3 c TOTAL Load 37 7.2 Duration Factor 1.25 w d m = 5 Wind Speed 165mp1h Top Chord C.B. Sheeting by builder. 0 H Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L. Restralrnng Dead Load C.B.=Continuous Brad 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 W Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed By: ' ^ Date: 11/14/16 Revised:10/23/18 l I vJ FOR 1rs• t. ,' 4" k 5'4•Ilk 1s'-10" a WYNNE DEVELOPMENT CORP. DESCRIPTLNG ION: STERLING GARAGE RIGHT45; PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 5 7 a5 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 5- Code r III