No preview available
HomeMy WebLinkAboutBuilding PlansGulf Coast Supplg and MFG 5v Crimp Metal roofing FL #II451.12 26 ga. 5v crimp metal roofing attached t plywood deck using #9 x 1.5" wood screws with self sealing washer at I o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installer with min. 4 aide laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all (opts and two staggered rows 12" o.c. in field. Attach deck to trussee uwinn w Twei.m.nf A.fw inn ri.'. ".—+ b/d' thick cut coral finished stucco bands R I G i L /` %% y T 10 I *I �l MI V YIIIYI� ^ V W { U6 coral finished stucco bands SCALE: 1/4' m 1'-0' Gulf Coast Supplg 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 (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 411491.12 24 go.5v crimp metal roofing attached to plywood deck using #9 x 15" wood screws with self sealing washer at 12' o.c, max spacing over ASTM D (tgpe 2) 30 lb Pelt underlagment installed with min. 4 wide laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all lapa and two stagggered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet 'loor 111, ft WV bWl ul stucco on typical concrete finished stucco bands block construction LVATIO1� NOTES: REAR I ,VAT10N SCALE: I/4' - I'-O' - Overhangs at l'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11G51.12 n g changes to this plan shall be submitted to the architect 2 ja. 5v crimp metal roofing attached to plywood neck using #9 x 1.5" h self sealing washer at 12' o.c. max spacing over ASTM D or approval In wilting prior to starting construction. (type 2) 30 lb felt underlagment installed with min. 4 side laps and L' and 9 laps fastened with corrosion resistanttincaps and with 1.25" ring shank nails Return ALL Stucco Bands into Window of Door. �ack to aced L'trusses usinglattachments and odetail on staggered sheet rows 12' o.c. °n field. Attach 12 4 SLOPE 8'-1" T.O.B. la" 5/8" thick x 8% cut 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction F°n°sed Floor ----------------------- Product Approval Submittal Affidavit open B&ftvftlng Haas., o.ewurfusd MWIlin Doom lbsk w. a s - TYPO Product Yodel # lranttfacturer Glaa. Attachment method �31 tfion Design Pressure Date of Approved 'Merle 1.2"3 44 FL# 239.3 Single Hung SH-100 PGT 5/IG" 1/4' ¢a. tapcaonns w/ nrm I g/8' penstrauon to ye spaces per protluct approval. Cartraetor mall Impact P adhere to wipe distances specified in Product approval + BO.O PSF _ A I4-0330.02 Overhead Modal 824/e11 "� DAD •s e."V..r ".Ile ve . c Nua Nuc ssm.. rI{e, Garage Door i =o' limtghe W 51 .'1"Lhs"ir�e}..'.e'i�'.w°".."a' . rE`3°,c `°�6aiea1w� R d,�li'drtslu - GC to 10-9-21 + 50.0/-40.0 psf ears P. pe�eei ap�Oya //ILL( m ly.r 8 PI it ILL1d i C.l___I___ Daman Pro/ , . ... Elco I/4" dm. taRcan with nn i.]5' embedsient at 3' max SCALE: 1/4' m I' —Om /8" thick x 8"w cut oral finished stucco bands 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 V ox. in field and edges with IOd ring shank galvanized nails into truss webbing. Ia° _ 5/8" thick x 8% cut ®®®® ❑ ❑� coral finished stucco bands •. ®®� I L are a Finia ed Floor A.F.F. 5/8' thick light textured stucco on typical concrete block construction FRONT ELEVATION SCALE: 1/4' - 1'-0' 2" x 4" top plate 1/V drywall ceihng on truss bottom cord bass -board Interior Non-Bearm, 1/211 drywall on 2" x 4" studs at 14" o.c. 2" x 4" P.T. bottom plate 4' concrete slab with fibermash OR Lax(" #10/10 wWM on 6 mil V°squeen over clean compacted termite treated fill )artltlon .: Braden E Br denr AIA, PA Architects — Planners 41-1 S.E. Coconut Avenue Tel (112) 2s7-8258 ' Fax : (112) 281-8283 E—mail: bradenaiaecomcast.net S W nine Building Cor The Grand C Spanish lakes St. Lucie County Florida li 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING, OCCURS BETWEEN THE BUYER AND WYNNE BUILDING: CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITT iNG INFORMATION (FORM 100) Florida Swlding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Scolding Design is: Enclosed Risk Categor • II Wind Velocity: IL5 mph ultimate Mean Roof Height:ll'-_i2 a Roof Pitch: 4.12 Internal Pressure ant: to -la Subjectability to damage from. Weathering: Neghoble Termites:Veru Heavu Width of Rod End Zone: 3'-4' Wind Speed: IL5 mph ultimate Wind Expaaure Classification: C Adjustment factor for Exposure Height. 1.21 x 0.4 m 0.124 ASD dea�ggn Load Combination: ASCE 1-10 Section 2.4 DL+LLt DL+O.LWL: O.LDL+O.LIDL Components t Cladding Wind Pressure (NET) Rod Zone: I. +20.L/- 2.6 pat Roof Zone: 2. +20.G/- 1.0 pat Rod Zone: 3. +20.L/-84.0 psf Components i Cladding Wall End Zone Width:__3�1-.40 Components 4 Cladding Wind Pressure (NET) Uaa(rZone: 4. +35.8/-38.1 pal Well Zone: 5. +35.8/-41.8 pat Components 11 aaddinngg Wind Pressure (NET) on Garage '0L"-+32.0/-4O.3psf Shear Walls Conaidered for Structure? ea Continuous Load Path Provided?yYgsg Are Component@ an Cladding Deter Provided? Yes Mlrnmum Sal Searing Pressure:2.500 pat, Presumptive•. X Su Test, call ROOF LIVE LOAD: -A3— Pat ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD. -Al- od FLOOR DEAD LOAD: 10 d' JOB ADDRESS: Date Drawn Revisions i p' 9-4-19 a r l t on GARAGE LEFT Drawn by: 441 f, C.C.U. CODE COMPLIANCE Checked by: ST. L CIE COUf Q.R.B. W ;Rod Zonal Walk Zone 4 Rod Zone 2 Walls Zone 5 END ZONE ® R m Corner Zama ad Zone 3 ILL Sheet I . OF 5 FLOOR PLAN TYPICAL NOTES: SCALE 1/4" = 1'-0 " I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.4 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 PB 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R31L - see permit info box of code edition 18. G:gppsum board material shall conform to ASTM C36, C'19, CIII C514, C630, C931 C960, C1002, C104-1,C11-11, C1178, C1218, C1395, or C1396 and shall be installed according to the following: (PBC R'102.3.5) Dr all Thieknees Location Orientation Framing Member Max. spacing d Paatienera Nail sizing options for drgwall Spacing installation of into Maximum Nails Screws wood framing members 2" x min. thickness Ceiling Perpendicular 24' 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4' long /2 annular -ringed or 5d cooler nail 0.080" dia. xx 1 5/8" long with WallOR s Either IL" g• IL' Direction 15/64" head OR Ggpsum board nail 0.084' dia. x 1 5/8' with 9/32" head. Ceiling Perpendicular 24" �" 12" 13ga 1 5/8" long with 19/44" head 0.098° die�Rter x 13/8" IQ annular-ringed or Ld coder nail OR 0.092" dia. xx 1 1/8" long with Walls Either IL" 8" IL" Direction 1/4' head OR Gypsum board nail 0.0915" dia. x 11/8' with 19/44" head. CRASH POST DETAIL N.T.S. 34" high by 4" diameter steel crash post. Floor Flange with 4 - 3/8" expansion bolts Into slab (3/8"t 50 ksI steel plate) C' o err h` n 0 '21�r V 0 0 ��,r 2h• L igrr C R302.9.1 FBC R302.9.2 1' x L" P.T. Buck block with case hart prior to door attecl 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 V 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 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 8-4. Insulation shall comply with P.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.I2 21 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced IIIa.c. at all laps and two staggered rows 12" o.c. In field. Attach deck to trusses using attachment detail on this sheet \ Grade Simpson HETA 20 or equal hurricane anchor at each )ruse with (10) 10d x 1 1/2 nails ( 24" o.c.) suppporting Max. lalolbs. up It Aluminum Drip Edge E Fascia 2" x L" Sub -Fascia Kagcan full o vent vinyl sdfit i usi 1/8' dia .hank x IS' long rodng nails with 3/8' dia. head product approval - we chart 9 5/8" thick light textured stucco on typical concrete block construction #5 bar Vert. w/ 30" overlap at each filled call sl '�'� II IIII IIII --HH 111 transverse ors at 48 o.c. TYPICAL SECTION 12 4 r PRE at N24'o.c.RTYPICAL TRUSSES (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord of- trusses I/2' drywall with smooth finish Two rows of beam block filled with concrete and (1) 45 bar cont. in each row. BubaLlLute precast lintel filled with concrete and (1) #5 bar cant. for bottom row over openings 1/2" dr wall over I" x furringg strips a"t IL" 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. W Mortar to be Type "M" only proportioned per PBC R601.1 and Mortar Jonts shall comply with FBC R401.2.1. CA Provide Dur-O-Rock at all wet areas (ex. showers, tube etc...91. Fill cell with concrete and !U #5 bar Vert. (tgpical). Max. spacing shall not exceed Wood 48' unless otherwise noted Baas see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Vxt" #10/10 WWM on !. mil Visque in over clean compacted termite treated fill III _IIII =-IIII= ul- 1HI( l IIII- 14" x 14" Concrete footing 14' with (2) #5 bars cont, and #5 b " Scale : 1/2" = 1'-O" to Masonry Beam nails Head fixed door sliding door AREA CALCULATIONS Living A/C = 14,46 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11.548 2" VTR �L I I 1 1 21' YTR Master r �� Bath I I I ILa I 2• I Lay. 4• 1 2' VTR W.C.I I i I SkR. 3' % I Kit. amk I I Kitchen 2• I I I Lev. a• w.a Bath #2, 3' C.O. To septic PLUMBING, RISER I" x V P.T. Buck nailed to block with case hardened made prior to door attachment r, Masonry WallL- it \ -- :3;,.:A Bottom Trac Typical Flooring Sill Install SGD thru buck into block with 3/I4" tap -con with Sliding Door [Detail I penetration at V.' max. fromom each corner and 20." o.c. max thereafter at jambe per product approval Jamb At Masonry Wall NTS Window Schedule 7 Mark Size Rough Open. Window Description PRESSURE ZONE 1. 4'-5%"x V-3%" 54%a"x 1,3%4" Single Hung ZONE 4 2, V-'1Ya"x V-3 /a" 16' x L3 %4' Single Hung ZONE 4 3. '-2' x '-2 1/2" 2' Y2"x 38%8" Single Hung ZONE 4 4. 4'-5%"x 4'-2ia" 1 54Ye°x 541" 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 t0 be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-On X it -On h08" X 84" Overhead Garage Door ZONE 4 B 3'-O' X L'-8" 41'/4"x 83%" Fiberglass Panel - Insio ZONE 4 C L'-O" X L'-an �4" x 81 '�,° gliding Glass Door ZONE 4 D 2'-O' X L'-8' Solid Core - Wood - L-Panel -Bi-Fold Firashed 24' x 81 %' E 2'-L' X L'-8' Schd Core - Wood - L-Panel F 5'-o" X V-8" Solid Core - Wood - i-Panal - Bi-Fold G 2'-8' x V-8" x 1 %;' Solid Core Wood, Steel, or Masorete Door H 2'-e' X L'-an Solid Core - Wood - I -Panel J 2'-6" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fdd K 2'-e" X 4'-8' Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #11 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction 9'-b" 12I 8'-b" 12" n PATIO/SLABF 1 EGRESS N ° MASTER Ula BEDROOM inn 8'-0" A.F.F. --to Flat Ceding O ir N <t I cNv 2" filler 4'-0" A/C Meter O Rod E'Shelf 11 1.b' 411- I d tg to a I l i x hlg o- 1 N �CLO E III� I QL HH ,r\ tl I Rod E ISheIP 18 ATH ° o KITCHEN _,1E I O L 2 A.F.F. H - Flat Ceiling Upper cabinets to 1 - ext nd over Ref. iv 12" x 12" Concrete column / block Pilled with concrete and (2) #1 bars Vert. tied into lintels above Covered Porch 8'-O" to19'-8" A.F.F. IMP Vaulteb Ceding CAR AT ROOM 1 I 19'-8" 1 I I I N x L" knee -wall B' O" to T-8" A.F.F. Ru J counter top 1 Vaulted Ceding l DINING >e71� 1 ROOM I ♦♦ I Vanity to be 1 34 Y2 "high (419) 9Ygrr High Well 3'-81, l O i v� 2^ � er-hang `R-II 6es nrdatiaS� W.H. 1 u ® N _I q 4 Steel Ballard _ sas detail aA Ibis-she¢L I i„ F 22' x 64' Provide auto Aeto Awes ac 3 O I closer I _ Nth MIM'_ J 6 22" Q _ y 150 Amp 4" _a°r P nel o 111rellu1 GARAGE E EGREi: JIIII A.F.F. O0 I r INV Flat Ceiling rollr i or-----------------i I Block wall in _ _. �= `r I garage to be I I struck block i I I a- 1 Install windows thru buck into block with 3/I6" tap -con with 1 1/2' penetration at L' a.c. max. from each corner and 20." o.c. max thereafter at ,Iambs and 20' c.c. max. Exterior face at head and all per product approval of wall Buck to be I' x 4' PT fll 1 A.F.F. Mrl Flat Ceding SECOND r BEDROOM O., EGRESS O_C__ C;IOVERED 12" x 12' concrete PORCH with con rate and (2) into lintels b' 2" 9'-0" 3'-5" 2'-8" 2'-8" 3'-4" Exterior face N I in block filled 's Vert. tiep O 4'-2" 5'-4" 9' Attach buck to block wall with 1/4" die. Elea cone screws with min. 1 1/4" penetration at 12" o.c. max and 4max from each corner thru 2' x L" PT Buck I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT ��#e Wood screws thru jamb into buck lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and Detail a t Windows prior to window attachment BILL BLOCK PRIOR TO BUCK D et a II at D OOr prior to door attachment INSTALLATION NTS NTS Braden t Braden AIAe PA Wynne Building Corp. Date Drawn Revisions : Sheet Architects - Planners 9-4-19 411 S.E. Coconut Avenue GARAGE Drawn b ' BTel : (112) 281-8258 The Grand Carlton LEFT y REVIEWED FOR 2 Fax : (112) 281-8283 C.C.U. Spanish Lakes Checked by: CODE COMPLIANCE E-mail: bradenaia9comcast.net Stuart_ FL A499L #AAC000e 2 St. Lucie County Florida p R g ST. LUCIE COUNTY OF 5 Comm # 12-2� r 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 9- 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 #1 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 60, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11• ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 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 12. 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 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. -I- 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. FOLADATION FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 #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'-0" to 9'-I1" 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) (a. 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 LO, meeting ASTM A -IL 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/ Thicken edge to 8"x8' 30' overlap EE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous VxV #10/10 WWM on 10 and Visqueen over \ clean eomeaeted termite treated Pill 4" concrete slab with fibermesh OR L"xV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill IIII III IIII . 14 w x 14 d concrete monolithic footing with (2) #5 bars cunt. 14" I TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR Cxb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per foundation pan 10" (2) #5 bars cunt. bottom steel 12"' 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I'-O" 12' x 12" concrete column block filled with concrete and (2) #1 bars vert, tied into lintels above Top of rooter iV below finished floor IIY Verifg house slab height in field c 30" -� OLUMN FOOTING DETAIL SCALE 30"x30"xl6" concrete column footing with (4) 1*5 bars each way �N= #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ �11 - —IIII 4' concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill O'-O" ®P.F. I, III I I I I i q otmg lwi h (2)c#5 bars monolithic 14" GARAGE CURB DETAIL SCALE 1/2" = if -Oil 2" x 6" PT wood secured with \ 3/8"die. x V 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 �'1' C� IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location tap Sinale 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 NITS Braden 1 Braden AiA. PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL 3499L #AAC000032 1 14'-0° l _ 1 _' w.1 en'�hI 1 20'-0" -1 e e I'I-'f PATIO/SLAB r I r r � I F z ©L—J Q1 Q Filled cell under 1 j=j i girder above 1 I 24" __�4 A J Rear Patio/Slab I r J to be poured separ 1 From the house al y ° 1 Thicken footing to I FI 24'w x 14"d x 24"L under filled cell n under girder bearing. ° Q °I v 1 Rear Patio/Slab to U be flush with bottom of slidingdoor recess. uN 1 Slope 1/2" C °I I I °I 32'-8" H.B. I I I ^ 4" concrete slab with fiber ash OR I ° 6"x6" 1110/10 WWM on 6 mil V squeen over 1 clean compacted termite treated fill 1 o I �0 I I I -: /\I FI ;- �- 1 � I 1 ° ° 1 o H.B 4'-O" la _ _ F03 o A/C Y �—--------w.H I I #1 1 4'� Steel Ballard PI 1 F5 W filled w/ Concrete 0 > 1 O I 0 1 Eg yQj 11 I 0 I 1 I 1 sr E t! o 11 I ° 1 3vv 1 L- aI I 17 ° -II ° ZL 1C4Uo� I o�U NF51 - _-_-_ _-_-_ _- - _ ° u0c IL LU CL X Q — 14'-6" — F r $cfor — — — — � ° r Garagagee Door ° --- °°--------- ° 3'-5. 9'-0" 3'-5" 6'-2" JQ II'-6" 6' 12' x 12" concrete column block Pill& with concrete qnd (2) #Z bars vert. ti into lintels above Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida u_ FOOTING SCHEDULE Sae De tan 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS I0* 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30' x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x 14'0 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn Revision& 9-4-19 GARAGE Drawn bg: LEFT C.C.U. Checked by: D.R.B. Sheet Comm # REVIEWED FOR 3 Y 12 — 2 � CODE COMPLIANCE B ST. LUCIE COUNTY OF S ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = ##8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws bas d on presslire for roof stated in permit info box on these pans for zone 3 Ke Area Ede Field Fastener Max. essure Zone 1 - 8d ring shank 45 psf Zone 2 `' 6" 8d ring shank '16 par Zone 3 " ed ring shank 84 psf * Zone 3a 6" 6" 48 wood screw 112.5 psf ** Use nails or s4rews based on res$ure for r of stated in permit info box on these plgns for zone Verify with Plan 12"x 12' dumn Block a#1 Rebar Provide 45 bars with min. 48 bar diameters overlap into beam. Tic filled call steel Into continuous beam block steel Provide Cast -Crete = 81.18-OB/OT precast - - - -- lintel set in mortar Min. 8' Bearing - --i- --- Provide 35 bar set in pre -east lintel into beam where length or the opening calls for it. f ovide PT Buck ichad per jamb arts into filled co 4" Pre -cast Sill Fined Can Provide 45 bars with min. 48 bar ram ��feoter etera overlap in filled cell. Tie ed cell steel into continuous steel. Concrete Footmgg ,.i.. a:• 1. r x ti r� (see looter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' bhx:lurp to vert. leg of true with lod x 1.5 nads at 4' o.c. Install Simpson MGT into wall wing 3/84 dia. threaded rod set w. 12' into wet beam and (22) IOd rails into truce Rebar .48 Bar Dia. J Min. Overlap TRUSS BLOCKING DETAIL Column to Lintel Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco Installed per ASTM C 926 over ASTM D type 2 paper backed wire lath Walled to substrate through one layer of ASTM D Tgpe 2 felt paper using Sd Walla. Substrate to be 19/3Z' CDX Plgwood nailed at V o.c. in field and edges with IOd ring shank mails into studs. BEAM -SCHEDULE Mark Size and Description Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 BI Two rows of beam continuous in each #b 90° bend bar block filled with concrete and 1 #5 bar row. Hook vert. bar over top bar with with a 10" min. la at t b p top 2L 5v crimp metal roofing attached to plywood deck using 49 x 1.5" w screws with self sealing washer at 12" o.c. max s?acing over ASTM D Itypa 2) 30 ib felt underlayment installed with min. 4 side lope and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6' o.c. at ell Iepa and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this shoat ( LINTEL SCHEDULE Mark Wlrdn Uoofrd Unit Width Li t I Casti Crete s "Rose '4 Bottom steel sg0e Top Steal am Max. Load (PLF) Max. 6aid (PLF) it ior Lard (PLF) L22 2'-24 V-6' 6FO-Od/IT 1 i6 3061 nK1 1024 L31 J,J; 4'-O' OFO-OD/IT 1 i6 2661 1343 143 L45 4'-6" 5'-W 81108-015/IT I i6 n06 qo1 331 160 6'-0' 6'-i' 1111111111-015/iT 1 96 1238 836 121 L6o 6'-8' 11-C sps-OB/fIr I s6 Ion 121 934 L80 O'-O' T-4" sP0-ID/2T 1 i6 2 86 152 6411 612 110 1'-O' W-64 OFO-10/2T 1 s# 2 86 643 630 401 1105 T-O' MY-6' OF16-I5/2T ONE 1 i5 2 86 E33 nos 401 1.I00 1 10'-O' I W-4' G'O-15/2T 1 s5 2 06 902 414 452 LI006 10'-O' W-4' IPIL-1e/2T ONE 1 ii 2 i6 IN& 1020 452 L120 IT-O' lV-4' OPO-10/2T 1 #6 2 96 411 420 324 1.11201111 IT -Ow IV-4' BPI&-IB/2T ONE 1 i6 2 i6 1016 110 324 L140 W-0' E'-4' OFI6-19/2T ONE 1 #6 2 i6 r260 601 261 LI60 IY-O' M'-4' sPO-Id/2"r 1 ,- , #6 2 i6 300 M2 1414 LKOD w-cis IT-4' sFl6-I8/2T ONE 1 e6 2 i6 I no 600 M4 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. — LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE — REFER TO CAST—CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS — LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane ane a x 1t each truss with (10) 10 1/2' nmls - ( 24' o.c.) auppporUng Max 18101ba upldL Aluminum Drip Edge t Fascia_� 12'" 2" x 6' Sub -Fascia/ Kalican full o vent ymVI soffit installed anngg 1/8' dia shank x 1.5' long galv. roofmg nails with 3/8' dw head per product approval -see chort wheat #1 12' x 12' concrete cohmm block filled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to 8'x8' with concrete and one #5 bar continuous 1 BEYOND Top of Tooter 16' below finished floor v I, ..-1II1llll111l.II 4 Aluminum Drip Edge t Fascia Flash and Counter Plash Nail ledger to gable and truZ,,\ with (2) IOd at each mob 1/2' tbck stucco on 3/8' bulb lath attached to honaontal and vertical rood framrog with nab or As** to provide no Im than 1-3/4' panatration into honrontal wail hasirg and 3/9 penetration into vertical email freem 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 a Slope per foundation plen 'r ' ^.T Brace Gable and with 2" x 4' SYP #2 Oft beck nailed to bottom or top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer ) � X Oa n � H R n- L LU =t d to rQ �Q U O� EC = — O tofa V- N 2C4 t_ Q sy W Brace Gable and with 2" x 4" SYP #2 min. eft back nailed to bottoms of top chords using (2) IOd nails at each truss R-30 blown fiberglass $ ; N Q in bottom chord or trusses O I I/2" drywall with smooth finish da c W Two rows of beam block filled with concrete end (1) #5 bar cont. in each row. Substitute u precast lintel Filled with concrete and (U #5 a bar cant. for bottom row over openings 1/2" drywall over I" x furringg ?I N strips at 16' o.c. with R4.1 —foil insulation on tgpical 8" Block walls All drywall to be installed FBC R�02.3.1 ao ggper meet Ilypee MamonTy ed Ma�orLahraLo pSopoort`io per FBC R601.1 Mortar and �olnts shall coinply with FBC RbOl.2.l. Provide Dur—O—Rock at all wet areas (six showers, tubs etc...) FIII cell with concrete and (U #5 bar wart. (typiceU. ®® Max. "Ing shall not exceed Strap truce to wall using Simpson MGT with Simpson HETA 20 5/e dia. 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 ( 2�f" o.c.) supporting Max. pp 9 trues leg per detail on this sheet ETA 20 1810 lbs. uplift y \,m�aaioun1 ONE AMIN 1' WA A-_ OWN d11115111111111FA W14AF ME i I R mwrdw� ra_ - I TOM I I =1M A FA t 1� 2, ve,i W, WE A I I 'VAMP IN Eli ii �i. E AV 121, wm ro '- III' k',7'6: 0% IF, 110 r�A�l�l�i�i=1 FLAN 48" unless otherwise noted s� see foundation pia" "aces for spacing at openings — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET J4" concrete slab with fibermeah OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L"xc" an coin WWM to L mil reatedf over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER `lean compacted termite treated nu 1 — ANY CHANGES(") THIS PLAN SHALL BE SUBMITTED TO THE ��11 FIII— —Ili a IIII=IIII—IIII—iiiiiiiiiii 14' �I TL4wcal Section at Front Fort ENE on N W C`A W ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION 1-2-19 PANEL "A" lodes BR Lad Wire Dawnption Was see Description Wre Lead BR Palos 1 20 1.2 ke e12 Rarriewrator I si 12.0 its 60 2 1 20 1.2 ka a12 Clothes Washer 3 -Row 1 20 IS ka e12 Kitchen S.A.C. 6 d D $10 6.0 Its 30 2 1 20 L6 ka e12 Kitchen S.A.C.. I a 1 20 - 812 Bathroom Reapts 9 10 Air Cm e10 6.0 Its 30 2 1 20 1.2 ks 812 Dnhwsho II 12 I 10 1.2 Its (t12 Mieraavo 13. µ Air H *10 6.0 Its 3o 2 1 16 - s14 Genera Lighting a it 1 " ai - 814 Generd I.Whtieg A is WH s10 5.0 Its 26 2 I ai - 814 Genera Lightmg µ 20 I 16 - 814 Generd Lighting 21 22 *Do $12 0.61 KI 20 1 1 16 - e14. Gourd Lightmg 2a 24 spare spere 26 21, 1 apan spre 21 28 spare spats 2'1 1 so I spare PANEL "A" LOAD CALCULATION SHEET Load Description atu. Watts General Gghtma (3, watts !g, ft.) Smarr. %!P.pballoo. Cifflat{ ..... :. Range...... , ....... Refrlgeretor................................................. Dish Washer ................................................... Clothes.W.44haf............................................... �lgthes ,Dryer ................................................ ,Water, Heater , , Garage. Door Opener 1135 3 2 1500 NOOO I 12,000 1 i 00Microwave 1 I.500 1 1.200 1200 1 1.200 4200 1 5 000 5,00 I 4 500 4 00 I 810 810 Total Watts S5AN5 First 10000 Watts e100% 1 110.000 10,000 Remainder 25AI5 e40% 1 0 10.246 Electric Heat or A/C 10.000 01.5% 1 10,000 10.000 Calculated Load Watts 30.24L Voltage 240 Calculated Wattage Divided by Voltage - Total Amps 126.02 Panel Size Requiraid- 150 Amps Electrical Slmbol Legend S Single Pole Switch ® Recessed Can Light Double Pole Switch ® Ellaball Recessed Pa Push Button Switch Exhaust Pan '$ Duoex Outlet Ceiling Mounted Light Special Racep�rzla Wall Mounted Light afar grow L emeuii Light with Pull Chan (attic) isFloor Duplex (hil". t Computer Connection Jack ® iI Carban ManoDetector Flood Light QT Thermostat r4& Electrical Panel Central Yec Electrical Meter Q Smoke Detector Ceiling fan ® Television Jack ® Telephone Jack ,� o;c A/C Discaieiact CEOI x 4 Flareseent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN 0 THERMOSTAT LOCATION B/A = BALANCED AIR 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C duic_ A/C disc. #2/0 AL SER Cable (3) #I THHN Copper S With #1 Grnd -� 2" PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve JMCB into atticPANEL AHU AHU 200a rated 200a rated meter can n meter can n Into agates bonding 2" PVC ( FPL Termination pant schedule 80 2' rigid service FPL rods ELECTRICAL RiSER - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verifiedor to construction - Verify AIC/KlCpriRating prior to ordering ELECTRIC NOTES: 2" PVC schedule r..-1r.."vr.. 2" rigi 1 1 wed reds bonding pant ALTERNATE SERVICE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs LA W. manufacturers recommendations we shall be verified prior to construction ment - Varifu AIC/KIC Rating prior to ordering equipment Aa/I C Meter Ica CrM IOAOxL MASTER BEDROOM 163 CFM IO)dOxL IB23d2xcl 9 CLOSE 31 M.Dal� i1 W.H. " x �" I AteAccess -----� 150 Amp Panel GARAGE r----------------- i I I I I I I I I I I I 1 1 1 I I I I i I I I I I OPTIONAL PATIO/SLAB PATIO/SLAB CAR AT ROM I IRegisters 9!4�Cpmon cotoa119CIM 1 12 PI ryW O 1 L Q�`II L --� COVERED PORCH DINING ROOM Exhaust Duct Thru Soffit 4" Exhaust ° Duct Thru Wall H.B. Aor- SATH _ _ _ __-s Vent FFIC -- Install owle `SOT T It under disc.in not shown clamty 232 CPM 12xix1 SECOND BEDROOM j 121d2x9 `S B/A MECHANICAL LAYOUT SCALE: I/4" = I'-O" I. Use copper wire only Prom panel to devices 15. Contractor shall guarentee all materials and workmanship free defects for less than two from 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon of a period of not years ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required In of construction. The contractor shall furnish and Install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comply w/ FBC RMIL02 the requirements necessary for the equipment to be placed in 9. P41/C Refrivvrlt lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1' shall be installed In metal EMT sleeved in G 11 All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energy calculation II. All work shall be by a licensed shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per e performed electrical most all standard requirements of the local electric utility FBC RMI502 12. contractor, the completed system shall be fully operative. Contractor for and telephone company. n1 shall pay all Tees, permits, testing, and 13. ins ections including blower testing where required. Ally work shall be coordinated with trades to 18. The electrical system shall be completely and effective! ly other avoid grounded as required by the latest edition of the N.E.C. , interference with the progress of construction. 19. All be bear 14. All required insurance shall be provided for protection maternal shall new and shall underwriters' against the public liability and property damage for the labels where applicable. Aden it Braden AA, A Architects - Planners 41i S.E. Coconut Avenue Tel : (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiasicomcast.net A/C Meter IL" MASTER BEDROOM 1I=4 CLOSiE OPTIONAL PATIO/SLAB Covered Porc�i�� WP GFCI 1 \ I \ I I Smoke /Carbon G R A T ` Monoxide Detector R ® M Combo O S I c I I I � I I I �I I © II II I II I II I I GFCI DINING -`� I I FC *FI' ,ROOM GFCI \` _ °10 toe I i Wr �i KITCHEN 3'-2" ` 3`2" C.M. DetectorP/6V"AM onlperFR34.3 GF I 42° GFCI (b W.H. j Attic W LF i 150 AN VOptianal il, Panel \ l panel IocaUon Pull chain \ light in attic 42" GFCI GARAGE Garage Door Opener r-----------------i I I I I I I I I I I I I I I I I I I I I I I ELECTRICAL FLAN w - E I •w I � O Cente , w � e -y ``\SECO90 139DROOM Tq Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq, ft. required Provide A Continuous Vented Soffit U1u�e Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Pa I ��l y WP GFCI cr I-1 -CIRr H i SCALE: 114" 1'-011 Post Light with / "^ o Photo Cell I Date Drawn : Revisions 9-4-19 �ARAGE Drawn by: LEFT REVIEWED FOR c.c.s. Checked by: CODE COMPLIANCE D.R.B. "•T. LUCIE COUNTY H.B. Exhaust Duct _-Thru Soffit Wire For Front Post Light Sheet Comm -� 12 02- F .e ��' k -e' OF 5 I ^`ii-„. t ®=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30' to 60' Span so degrees Spree er Bar or less 4___ 1,/2 _� 9 —Approx 2/3 to—� a a^e /z or span Tog Line span approx. REFER TO BCSI REFER TO BCSI Truss must be set this way it crone used Truss must be set this way if crane used. Truss is an example, your truss may. not match. This is as example, truss may not match. Insist crone operator sets truss this. way. Insist crone operator setstruss this way. U REPRESENTS A ttANGER SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR I 12 I 4.00 Cl) upset=1/4" heel=315/16" PLUMB CUT END b 1, 2 x 4 Top Chord { ' WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 r— to 8 2.00 - 2 r) I upset=1/4" heel=315/16" I PLUMB CUT END 2 x 4 Top Chord ^" WALL HEIGHT 8'-1" END DETAIL: A The Architect's or Architect's representative shop drawing approval is NOT a "double check of the Contractor. The contractor hall, remain responsible i for checking. field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading em structure from gravity and uplift leads and A their re spective locations. r ..Approved By: .. Date: i Braden. & Cad n A luk P.A. ARRANGE WITH CRANE OPERATOR IN AUVANCE FOR A SPREADER BAR OF 17'- 23'IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 20' 14' FABRICATION AGREEMENT . TRUSSES CANNOT 9E STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be Installed is: The undersigned acknowledges and agrees: 1. Trusses will be made In strict accordance with this truss placement diagram layout, which is the sole authority for determining successful fabrication of the trusses. 2. AN dimensions In this layout have been vertled by the undersigned. .3. Unless written rocks la provided by osrtI1ed mall to Chambers Truss within ten (10) days of delivery the undersigned agrees Nat no beckcharges MII be allowed. In the event such written notice Is furnished Chambers Truss shall have three (3) business days in which ute to begin repairs required, or to substitother trusses, at Chambers op n. 4. The undersigned acknowledges racelpt cf "BCSI 1.03" summary sheet by TPI & WTCA. 5. Degvery Is to job site. It is the buyer e'responsiblNry to make the Job she suitable for delivery. Chambers Two has the able authority to determine the suitability of the Job site or a potion of the Job she for delivery, Chambers Truss will be responsible for dump delivery only. The buyer Is responsible for additional deliver! expenses N Chambers Truss has to radoliver because Job she is not prepared for delivery & buyer Is not prepared for delivery of trusses. Buyer Is responsible to Chambers Truss for towing costs due to she conditions. S. Prices as shown In. paragraph 7 below Is subject to change Nany changes are, made In thla layout. A $50 per hour fee for revisions may be charged by Chambers Truss. - .7: This Is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or N no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net, on delivery. Invoice may be made at scheduled date of delivery If buyer cannot eocepl delivery of fabricated trusses. The undersigned agrees to pay Chambers.TNse reasonable attorneys fee for collections In event of payment not timely made. 1.1P2 %per month service ohaige will be added for all sums not paidwithinterms. a. signature or Initials anywhere on this sheet consulates agreement to all terms herein. - gin consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to Chambers True& by any entity receiving material and the undersigned agrees to pay such Indebtedness Including attorneys fees, N default In payment for materiel be made by the recplont. 10. In the event of any Iltigatlon concerning this agreement, the hems fumished hereunder or payments referred to herein, the, parties agree that the sole venue for any such action will be Saint Lucie County, Florida, 11. Design responsibilities are per "National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSIrrPVWTCA 4 - 2002" DATED V, SIGNED FOR Trn.E Aspreader bar may be rupeC1r-" m prevent Injury & damage, Multiple ply trusses must be fastened together per engineering before they are set; failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Information packet Included on dellvery before setting trusses. This smustbeSetandbrrvicedperdesJgntopreventInjury&damage. Trusses must be set plumb and square Do not not bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plereei Florida 34982-6423 800-551-5932 Fort Pierce 772-465.2012 Fax 771-465-8711 Vero Beach 772-669.2012 Stuart ' 772-286-3302 ' ul Il rruauocoCTmv lulz G(9M , 92.0/93 2 MITEK 4.2 DESIGN CRITERIA _ County SAINT LUCIE 1 o Building Department SAINT LUCIE COUNTY W Wind Design Criteria ASCE 7-2010 a Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 ran Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. ZI !s, o � : Top Chord Live 20 a a — fA Top Chord Dead 7 4.2 F ° Bottom Chord Live 10 Non -Concurrent o E ° Bottom Chord Dead 10 3 , c TOTAL Load 37 7.2 _ o I I Duration Factor 1.25 o Wind Speed 165mph m Top Chord C.B. Sheeting by builder. y rn Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-0" v Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C ae Barrier Island No Conforms to FBC 2017 �a R.D.L.=Restrainin Dead Load C.B.=Continuous Bracin °D Verify DESIGN CRITERIA shown above with the building department and your engineer. J2 Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. m m d m 1 ao m mN WScale: Chambers Truss Inc. Drawing Name: M11323 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:04/24/12 Revised:02/21/18 FOR 3'4" 5'4" WYNNE BUILDING CORP. - DESCRIPTION: REVUE ib FdW' GRAND CARLTON III GARAGE RIGHT `BODE COMPLIA%M of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LA t 0cc 323 7&6r30 �� yet- &- visl'el-