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HomeMy WebLinkAboutPLANSRECENED NN 10 151% per t`L9wGou ty Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #II1,51.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (tgpe 2) 30 lb Pelt underlagment installed with mm. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails !�aeed _ at all leesand two �staggered �rows 12` o.c. in field. Attach 5/8" thIcK cut coral coral rinnsneu sauccv uanus finished stucco bands RIGHT ELEVATION SCALE: 1/4' - P—O' Gulf Coast Supplg end MFG 5v Crimp Metal roofing FL #11G51.12 26 ga 5v crimp metal roofing attached to plywood deck using #9 x 1.5' wood screws witfi self sealing wasfier et 12" o.c. max seaang over ASTM D (type 2) 30 lb Pelt underayment installed with min. 4 ode laps and L' end laps fastanad witfi corrosion reastant tin capa and with 1.25" ring shank nails spaced L" o.c. at all laps and two ataIgerad rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE, loos Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11951.12 2L ga. 5v crimp metal rodmng attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM 0 (tgpe 2) 30 lb Pelt underlagment installed with min. 4 side laps and L" and taps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered row& 12 o.c. in field. Attach deck to trusses usina attachment detail on this sheet of W � Uu �Vl Ul stucco an Lypicai concrete finished stucco bands block construction Overhangs at 1'-0" unless otherwise noted on Roof - Roof pitch at -f:12 unless otherwise noted Any changes to this plan shall be submitted to the for approval in writing prior to starting construction. Return ALL Stucco Bands Into Window or Door. ■ 5/8" thick x 8% cut 3 coral finished stucco bands 3 5/8' thick light textured stucco on typical concrete block construction ------------------------------------------------------------- LEFT ELEVATION SCALE: II - 1'-0' 5/8" thick x 8"w cut ­` coral finished stucco bands REAR ELEVATION SCALE: 1/4' = II Plan Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 architect 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood KPQw6 with self sealing washer at 12" o.c. max ,pacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails apecad L o.c. at all laps and two staggered rows 12 o.c. in field. Attach dock to trusses using attachment dotal on this sheet 12 SLOPE li 1= I��IC�J71� LE GO PY VILE REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC /8" thick x 8"w cut )ral 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 l4/32" CDX Plywood nailed at C o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 1a° O 5/8" thick x 8"w cut coral finished stucco bands 5/8" thick light textured Finish Columns with stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands FRONT ELEVATION SCALE: 1/4' - 1'-0' ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP, AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate 1/2' drgwall ceiling on truss bottom cord 1/2" drywall on x I' studs at IL" o.c. Florida Building Code Readentud: Lth Edition and ASCE 1-10 for Wind Loodmg BuildmQ Design is: Enclosed Risk Category: II Wind Velocity: IL5 mph ultimate Mean Roof Height. II' Q Rod Pitch: 4d2 Internal Pressure Coefficient: t o_is Sub lectabdmty to damage from: Weathering: N Ir mblemble Termites, Very Heavu Width of Rod End Zone: V-4' Wind $peed: IL5 ash ultimate Wind Expowre Classfication: C 131 x O L 0.72E Ad,pistment factor for Exposure Hight: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Rod Zone: I. +20A/-3321 pd Rod Zone: 2. +20.L/-51.0 pot Rod Zone: 3. +202/-84.O psf Components t Cladding Wa0 End Zone Width: 3'-4" Roe Zama I Components t Cladding Wind Pressure (NET) Wall ono: 4. +35.8g8.1 psi O Wads Zone 4 Wall Zone: S. +335,8/- 1.8 psi Components t Cladding Wind Pressure (NET) on Garage Docr:+32.0/-40.3psf Shear Walls Considered for Structure? Fq = Rod Zone 2 Continuous Load Path Provided? Yes Walb Zone 5 2" x 4" P.T. bottom Irate Are Components an Cladding De>T Provided? Yes END ZONE base -board i p Minimum Sal Bearing Pressure:2S00 psis Presumptive: X By Test: pis \ 4" concrete slab with fibermeA OR VxL" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill terror Non -Bearing Partition S ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 pal JOB ADDRESS: <� �`� ��ri5 N = Corner Zen" Rod Zane 3 FLOOR PLAN. CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to high by 4" diameter steel steel crash poet. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. lts ia�ai3/8"to501nto k5l steel plate) 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. 2h" 2'h" 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 bottom 2'/2' 4' d 6. Drywall at ceilings shall be leveled and attached to chord 2 i 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 2h" handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed On attic floors shall have a critical radiant I" x 0 P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hart materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl 18. with F.B.C. R316 - see permit info box of code edition Gyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C1395. C139L and be C:40, , C1002, C10'41,C1111, C1118, C1218, or shall installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizin tions for g installation of drgwall into Spacing Maximum wood framing members Nails Screws 2' x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/1.4" head 0.098" diameter x 1 1/4" Iongg annular -ringed or Sol cooler nail Walla Either IL" g" IL" 0.080" dia. x1 5/8" long with Direction 15/64' head OR Ggpsum board nail 0.084" dia. x 15/8' with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head 0.098' diameter x 1 3/8" long annular -ringed or Ld coder nail Walla Either IL" 8" IL" 0.092" dia. xR 1 1/8" long with Direction 1/4' head OR Ggpaum board nail 0.0915" dia. x I �/8" with 19/L4" head. Install SGD thru buck Into block with SAV 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 ggpsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile In tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompan(}inRA smoke E 84. developed index not to exceed 450 When tested in accordance witfih Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal rook FL #11651.12 21 ga. 5v crimp metal roofing attached to plywood ack using #9 x 1.5" wood screw& with self sealing washer at 12" o.c. max spacing over ASTM p (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 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 hurricane anchor at each truss with (10) IOd x 1 1/2' nails ( 24" o.c.) supprmg Max. 18101ba, uplift Aluminum Drip �� Edge !Fascia 2" x L' Sub -Fascia Kalican full o vent vinyl soffit i umnp 1/8" dia shank x 1.5" long radius nails with 3/e' 6e head product approval - we chart at 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled call Grade al 12 4 F liii�ll II���I���IIII IIII TYPICAL SEC PRE-ENGINEERED TRUSSES at 24'o.c. TYPICAL (shop draumngs by manufacturer) \R-30 blown fiber0ass in bottom chord or trusses 1/2' drymall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cant. in each row. Substitute precast lintel filled with concrete and (1) 95 bar cont. for bottom rose over openings 1/2" dr wall over i" x furring strips at iV o.c, with R4.1 0i-fan insulation on t pical 8' Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. W Mortar to be Type 'M" o it proportioned per PBC RLO'I.I and Mortar Jonts shall comply with FBC RLOl.2.l. Provide Dur-O-Rock at all wet areas (m showers, tubs atc...) Fill cell with concrete and (D #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L and Visqueen over clean compacted termite treated fill �''IIII IIII-IIII _i IIII ill IIII i�lll- �'�� 14" x 14" Concrete tooting with (2) 45 bars cont. and #5 T (O transverse bar& at 48' o.e. Scale : 1/2" = 1'-0" to Masonry Beam nails 1 Head fixed door .sliding door AREA CALCULATIONS Living A/C = 1444 sq. ft" Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. 321 sq. ft. Garage = Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,868 2" VTR 1 1 I 1 2► VTR Master(�� J Bath I I ILs2v. I 2" 1 Lay. I y 1 2' VTR S�• j I I I a� &' I Kx. &Wile I I Kitchen 2" I • I I Lev. s• w.a Bath #2 3' C.O. To Septic PLUMBING RISER I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Well Bottom Track Floating Bill- Install SGD thru buck into block with 3/I4" tap -con with Sliding Door D e} all I penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approvaijamb At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5Ya"x V-3ie" 54ka"x 43i4" Single Hung ZONE 4 2, V-2Ya"x 5'-3 Via" 15' x L3 i," Single Hung ZONE 4 3. '-2' x 3'-2 1/2" 21 i2"x 38 %" Single Hung ZONE 4 4. 4'-5y8"x 4'-2'/s" 54ia"x 54%" 1 single Hung I 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 v-O" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-D' X L'-8" 41 i/;'x 8$%;' Fiberglass Panel - Inswing ZONE 4 C L'-On X L'-8' 14" x 81 '" Shdmg Glass Door ZONE 4 D 2'-O' X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 h" E 2'-L' X L'-e' Solid Core - Wood - 6-Panel F 5'-0" X 011,'-8' Solid Core - Wood - L-Panel - Sr -Fold G 2'-8' x L'-8' x 1 %;' Solid Core Wood. Steel, or Masonite Door H 2'-e' X L'-e" Solid Core - Wood - L-Panel J 2'-4" X L'-e" Solid Core - Wood - L-Panel - Si -Fold K 2'-8' X 6'-8' Sohd 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 #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction EGRESS cv ° MASTER 0= BEDROOM oa 8'-0" A.F.F. Flat Ceding 0 T 0 I v- Meter O " r Rod E'Shelf -O" 6' 41, ✓anitg to ie i' I we IIl4Y27"hig o I w � CLO E i' 1 I I Rod t 15helf I a 4 3ATH _ o l o KITCHEN L--2 iv 8 A.F.F. O FiatCeiling C-O 10'-5" Upper cabinets to ext nd over Ref. q 4 Steel Ballard �J See detail oil Sbi�shpgp� I T„ 22' x 64' Provide auto I A ith� closer _ __ J ISO Amp a P nel o 0 I O 3'-5° Install windows thru buck into block with 3/I6" tap -con with 1 1/2" penetration at L' c.c. max. from each corner and 20." o.c. max thereafter at bs and 20' o.c. max. Exterior face at head and a per product approval of wall -\ / \ Buck to be i' x 4' PT GARAGE JV'­4" A.F.F. IRV Flat Ceding r----------------- i I Block wall in garage to be struck block I I I i I I ® I 12" x 12" Concrete column / block filled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch 8'-O" to 8" A.F.F. IV Vault Ceiling GR AT ROOM I I 19'-8" I I I v- I x L" knee -wall 8' O" to 9'-8" A.F.F. counter top I Vaulted Ceiling I DIKING ROOM I Vanity to be 34 Y2"high (41") 9Yq" II'-O 3/4" High Well I 1-142a F ul i �n al �.oI , "&4L null F � F <,E%)iBATHK A.F.F. IV Flat Ceding II'-(" SECOND BEDROOM O., EGRESS IIEVIEWED FOR "CC DE COMPLIANCE S . L CIE COUNTY SOCC O o b O N 1 ZA d- i " 0011MIM if O_ O 1.6 3'-I" C V E R D 12" x 12" concrete umn block filled O RC with eon rate and (2) bar& Vert. tie p into lintels hove Ln 9'-0" 1 3'-5" 2'-8" 2'-8" ak le 34'-O" 3'-4" Exterior face 5'-4" 9'-L" Attach buck to block wall with 1/4" din. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4' max from each corner thru 2" x L" PT Buck OD IT- I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #e Waod screws thru ,Iamb into buck lock with case hardened nail& ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTs Braden It Braden AIAe PA Winne Building Corp. Date Drawn : Revisions : sheet Architects - Planners GARAGE 5-23-18 5-23-I8 Smoke detector revision "411 S.E. Coconut Avenue B The Grand Carlton LEFT Drawn bg: 2- Tel : (112) 281-8258 C.C.U. _ Spanish Lakes St. Lucie County Florida Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Checked by: Stuart. FL 34991. #AAC000032 OF 5 Comm # 12-2� B r—i­7,� — — — — —) J I i�SlUL. I Url;zl1--'c!— I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THiCK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 415% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL iS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRiNG ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. Il. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WiTH A MINIMUM Fb OF 1600 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = I'-O" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide. Provide (2) filled cells on each side of openings from 6'-0" to 9'-Il" 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 f I t st to architect for review prior to construction a U 0 n U Copy O SOI e 8. ALL Reinforcing steel shall be grade 60, 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. ° A#1 �r #5 bar vert. w/ 30' overlap — at each filled cell 4" concrete dab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill OEif ° I =IIII III IIII_ 14'w x 14'd concrete monolitirc footing with (2) #5 bars cont- .. 14" f I % TYPICAL FOOTING DETAIL _ SCALE 1/2' = 1'-0 4" concrete slab with fibermesh OR 6"xC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per p foundation plan rV " 11 (2) #5 bars cant. bottom steel Io 12" DETAIL AT GARAGE STEPDOWN Cr`Al C 1/7' = V- 12' x 12' concrete cohmin block filled with concrete and (2) #1 bars vert. tied into lintels above Verify house slab height in field Top of factor 16' below finished floor COLUMN FOOTING DETAIL SCALE 1/2' = I'—O" Thicken edge to 8"x8' with concrete and one #5 bar continuous 4' concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over fill #5 bar vert. w/ 30' overlap at each filled cell EE TYPICAL ECTIONS Adjust curb height based on gar. floor 4' concrete slab with fibermesh OR slope. VxV #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill Grade it I III —I 14"w x 14'd concrete monolithic footing with (2) #5 bars cons. 14" RAGE 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 PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Q •,. ao 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 NTS Braden E Braden AiA. PA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiascomcast.net 1 14'-0" 1 1 :.I ni 1 20'-0" I F----- 9--- e e PATiO!' !J1 —)n - -Q - lira T --®- ©�I° QI O Filled cell under I I girder above I I _ I 24" I O Rear Patio/Stab I r J to be poured separate ®I O from the house slab. n I EL I Thicken footing to 24% x 14"d x 24"L I k I FI under filled cell I n under girder bearing. ° Q N I tr L — — — I Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1/2' 32'-B" I I 4" concrete slab with fiber 6"xd" 410/10 WWM on 6 and V I � clean compacted termite tr IQ I I O I I 3'-5" Winne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida ° o I M -------- w — — 4'4 Steel Ballard filled w/ Concrete 0 > I ( 30l I I o�� I IFQ1a�y a=q i E0v I Et! I 3vW �.J 100 A. U �3a I ° `u O o = I u0c "I *t m W I _ O I I I I I I FI I IL za o Recess fpr to — — — — J ° 8 r (r4 r l Garage Door 9'-O" — — — ° — — — — — — — — — ° J© III -ell© 6' 12" x 12" concrete column block fiile with concrete and (2) #1 bars vert. ti into lintels above 14, REVIEWED FOR )DE COMPLIANCE T. L.UCIE COUNTY BOCC TENb T" a � IL FOOTING SCHEDULE Mark Ban Description i 14"W x 14'D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30' x I600 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"10 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn Revision& : 5-23-18 5-23-18 Smoke detector revision a r l t on GALEFT RAGE Drawn by: c.c.U. Checked bg: D.R.B. Sheet Comm # 3. 12-2b OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plggwood 4. Use nails or screws based on press re for r QoT stated in permit in box on these plans For zone 3 Ke Area Ede Field Fastener Max. Pressur Zone I 6"4 1#8d ring shank 45 psf Zone 2 6" 8d ring shank ii6 psf Zone 3 8d ring shank 84 of ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or s rews based on res ure for r of stated in permit info box on these plans or zone Concrete / Lintel Column Verify with Plan `1 Rebar to Lintel 48 Bar Dia. Min. Overlap Provide 85 bars with min. 48 bar diameters overlap into beam. Tie tilled cell steel into continuous beam block steel. Provide Cast -Crete 811.18-0191/0T precast '-- -- - hntel set in mortar _ Min. 8' Bearing'�- 12'x 12' \ ilumn Block Rebar Attachment NTS Provide 35 bar set in pre -cast lintel into beam where length of the opening calls for it. e PT Buck ad per jamb into filled cm 4' Pre -cast Sill Filled Call Provide 85 bars with min. 48 bar Aameters overlap in Pilled call. Tie filled call steel into continuous rooter steel. r k Concrete Footing lase tooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale. 1/2" = I'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blocking � to verL leg of tress with IOd x IS nails at 4' o.c. I Simpson MGT Into mall wain dta. threaded rod not man. 118 met beam and (22) IOd mewls into trove TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8' thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer oP ASTM D Tgpe 2 Pelt paper using Bd nails. Substrate to be 19/3Z' CDX Plgwood nailed at V o.c, in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L as. 5v crimp metal roofing attached to plgwood *leek using tt9 x 1.5" mood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib Pelt underlayment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L' o.c. at all Ia"p and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this *heat LINTEL SCHEDULE Mark or toom Lintel Sate gist -Crete Specification Rom of ff Slack •HAbe • 'Iottam teal ewe Top Steel 8sie Mir, os (PLF) Max Lasd ELF) "W. Load (PLF) L22 2'-2' V-0 aFe-OB/IT I s6 30L1 ii1 1024 Lai s; 3'-r 41-W ere-OBAT I $6 21141 so 1L3 L45 4'-6' S'-10' ara-OB/rr I s5 NOS 101 331 16o 6'-0' Al-C 91111e-MAT I s6 an on 121 LLO L'-e' T-L' sFe-OB/IT — I as ON T2'1 934 L80 91-V V-4' 0e-NS/2T I s5 2 95 162 L11 512 L10 1'-O' 10'-L" BFe-6/2T 1 *5 2 1 86 648 401 L1os 1'-O' 10'-0 eFht-0/2T ONE 1 05 2 85 533 Nei 401 1.100 IC'-0' W-4' OPe-15/2T 1 s6 2 $5 5e2 4" 452 LIOOB 10'-O' I N'-4' AIL-IB/2T ONE 1 86 2 as 13LL RM 482 L120 12'-0' W-4' 08-15/2T 1 s5 2 s6 411 429 324 11208 12'-O" 13'-4' OPIL-15/2T ONE 1 s6 2 s6 1016 T10 $24 L140 W-09 W-4' aloW-I8/2T ONE 1 25 2 86 1 1250 01,01 2511 LILO W-W tl'-4' I M's-is/2T I iE 2 1 ss 1 300 M2 1 1414 Lim IL'-0' 11'-4' I OPIL-18/2T ONE 1 95 1 1 s6 1 150 500 1 144 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson 14ETA 20 or equal humcppna chor at each truss with (10) 10d x 1 1/2' nails - 1 24' oc.) suppporting Max. 18101ba uplift Alumnus Dnp Edge t Fascia 12" 2" x V Kaycan full o vent mind ao� Installed iiiiwwnnpp I/8' mks shank x IS' roofing mule out 3/8' d i. head per prodect approval — see chart sheet M 12' x 12' concrete column block filled with concrete and (2) 81 bars vart. tie into lintels above thicken edge to 8'x8" lath concrete and one 25 bar continuous BEYOND Top of tooter IL' below finished floor I� 4 1/2' Aluminum Drip - Edge t Fascia Flash and Counter Plash Nail ledger to gable end truss with (2) IOd molls at each web \ 3/4' penetration aembers 5/8" thick light textured stucco on typical concrete block construction Varies - see plan tt5 bar vert. w/ 30' overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan 77777777 Wood Strap truss to wall using Simpson MGT with Simpson HETA 20 5/e die. threaded rod with min 12' embedment hurricane anchor at each truss into beam (22) IOd either wet set or in epoxg with nails into truss. Add blocking to ( 24" o.c.) su ortln Max. pp 9 truss leg per detail on this sheet I META 2 1810 lbs, uplift Brice Gable end with 2' x 4" SYP s2 Oft back nailed to bottom or top chords using (2) IOd nails at each tress 'RE -ENGINEERED WOOD TRUSSES m 24"o.c. TYPICAL ( shop drawings bg manufacturer ) I w � X � a Oq � ci e3 7 LU u ., ti $1p d O 41�43 co ti) 0 1- 2 (V Q w Brace Gable and with 2" x 4" SYP 82 min, eft back nailed to bottom' or top chords using (2) IOd nails at each truss AXXXX12XXX_ O \R-30 blown fiberglass in bottom chord or trusses O In F- -1/2' drywall with smooth finish OD o W Two rows of beam block filled with concrete y -and (1) tt5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) tt5 n bar cant. for bottom row over openings N 1/2" drywall over I" x furring strips at IL" o.c. with R4.1 fin -foil —insulation on t pical 8' Block walla N H W n W All drywall to be installed per PBC R102.3.1 and shall meet all pertaining ASTM codes. ETA 20 Mortar to be T e M onl Proportioned Der FBC R601.1 yP q P R and Mortar joints shall compply with FBC R609.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tuba etc...) Fill cell with concrete and ROOF FLAN „�() tt5 acing vert. (typical). 48. untse otherlwi mot noted exceed we foundation plan notes far — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at opening° — ROOF PITCH AT +12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with nbermesh er over L"xL" tt10/10 WWM on 1. and Viaqueen — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION It Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE hula 1/1" = 1'—n" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION REVIE`JVEn FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 1! WIN rr 11111111 EPA FA ME 410.108 d1r,". , All iI VdWin. W" I I 14 0002 rw, 0 WA OA I I 'J A AV, On FA, �11 II n fastened with 11 li 1111 Wm , loftlov, !l� OPTIONAL PANEL "Ai, Poles BR Load Wire Description arc# circa Deacription Wee Load BR Poles 2 40 1.0 km #8 A/C camp 1 2 AHU vo 3.5 kw 30 2 3 4 2 30 4.5 kw alo 40 gal. water HTR 5 i R at 2 a1 +12 20 1.8 kw #12 Pump 9 10 Dr er #10 2 II 12 1 20 1.5 ke #12 13 14 Duhwher 812 1.2 ke 20 1 1 20 1.5 kw *12 Microwave 16 It Rerrigerator #12 1.2 lie 20 1 1 20 1.5 kw $12 Kitchen S.A.C. n 18 Recapts $12 20 1 1 20 1.5 kw 812 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Racepts $12 20 1 1 20 0.91 kw $12 Garage Door Opener 23 24 Recepts 812 -- 20 1 1 20 1.4 kw $12 26 21, Recepte $12 20 1 1 20 1.42 kw #12 21 28 Racepts 112 20 1 1 20 $12 General Lighting 24 30 Recepts $12 -- 20 1 - I 20 012 General Lighting 31 32 Racepts 812 20 1 1 - 1 20 $12 General Lighting 33 34 Exterior GFCI #12 20 1 I 20 all General Lighting35 36 Bothrooe GPI #12 20 1 1 20 812 1 Smoke Detectors 31 38 1 General Lighting #12 - 1 20 812 Bathroom GPI 34 40 General Lighting #12 -'- 20 1 8 are it 42 1 sciare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watta) General .Lighting (3. Watts aq. ft.) ............ . .... . . . .. . .. Range ......... .................. .................. ........ Refrigerator.................................................. .Mlcrowave... ............................................................. Dlah Washer �IoLhes,.Washer................. I ................. ........... ,Clothes„Dryer Water Heater, . ................................................. Water Pump.. _ . , . , , , , . Garage, Door .Opener ........................................ 1135 3 6205 2 1,500 3,000 1 12,000 12,000 1 1,200 1.200 1 1500 1 00 1 1,200 1,200 1 1200 1 00 1 5,000 5.000 1 4,500 4,500 1 1,800 1.800 I 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 040% I O 10,9LL Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,9LL Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Re wired 150 Amps EleCtrlcal S mbol Legend $ Single Pole Switch ® Recessed Can Light Ss Double Pole Switch Eyeball Recessed p Push Button Switch 0' Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle O- Wall Mounted Light aterpr ground fault circuit Light with Pull Chan (attic) Floor Duplex Outlet © Computer Connection Jack ® Carbon Monowde Detector 4tjll Flood Light T Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector IV Calling fan ® Television Jack © Telephone Jack 015c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hoak -Up Intercom Soffit AiC Meter IL3 CFM lowoxt MASTER BEDROOM 163 CFM lo>doxL B/Ax9 CLOSE PATIO/SLAB I I GR IAT R07M I I FM orients K I at 12# L- -----� Atms Nthtic � -----� 150 Amp Panel GARAGE r----------------- i I 1 I I I I I I i I i I I I = JUNCTION BOX TO SUPPORT A FAN � � x � � A � O O so THERMOSTAT LOCATION M E C A N I A BSA = BALANCED AIR SCALE: 1/4" = 1'-0" Electric Notes: I. Use copper wire only, no aluminum. 11. It is not the intent of these plans to show every minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider, the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat, proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and to. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIt.O2 19. The electrical system shall be completely and effectivelg 10. A/C Refri BVC g q grant lines that are run thru slabs must be rounded as required b the latest edition of the N.E.C. sleeved in i� 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two gears from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 COVERED PORCH Registers g fan I69 CFM lowoxl DiNING ROOM O ATH 232 CFM 12xtx1 SECOND BEDROOM 12)d2xs m_1 B/A rcw-7 H.B. Vent thru Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall AWP F Install oulet under disc. not shown or clarity A/C Meter 16" MASTER BEDROOM i 1LIZ t=! OPTIONAL PATIO/SLAB e oCovered Ford%-, WP GFCI i \ 1 \ 1 V-i I arbon G R A T etector R O M I I I �P �I II II II II DINING ROOM I_ /�I('aFC I I GFCI G// /I KITCHEN I1P IL-------- S %LL- I _2„ 3 _2„ Nines F / C.M. Detector onigg per FBC , 1 -n R314.3 CLOSIE u 42- GFCI ll ® w.H. 1 r Li A tali m NWA 150 Am{� 9� Opp Panel I panol location Pull chain \ light in attic 42" 4FCI GARAGE Garage Door Opener rIIIIIIIIIII - - ----- -- -- -- -- -- iI1IIlIIIIII ' Go *2/Aluminum feed B Conduit PANEL - - - - � i � r L E C T R I C A L FLAN 2' PVC l 2• rigid service PPL 1 to W"can Febari in alab 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 AIA. PA Architects - Planners -41-1 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 1,4I6 sq, ft. required Provide A Continuous Vented Soffit WWL nne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida ItO'01 Cente \SECO90 BgDROOM P Ps WP \\� COVERracr f-1 `F`IaRICH SCALE: 1/4" = 1'-0" Post Light with.---� Photo Cell I Date Drawn Revisions GARAGE 5-23-119 5-23-18 Smoke detector revision LEFT Drawn by: G.G.U. Checked bg: D.R.B_ REVIEWED FOR CODE COMPLIANCE ST. LIUCIE COUNTY SOCC H.B. Exhaust Duct --Thru Soffit a Wire For Front Post Light Sheet Comm #/ E-1 12-2(0 13OF 5 A=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 A IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less & 30' to 60' Span 60 degrees Sprea er Bar or less / Trig Une span approx. REFER TO BCSI Truss must be set this way if crone used. Truss is an example, your truss may not march. nsist crane operator sets truss this way. hag f—Approx 2/3 to Line 1/2 of Span REFER TO BCSI ,ss must be set this way if crane used. This Is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses AL are installed. A AIR HA"IDLEIll "O'TIll UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A HANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder Nails must be as shown. Guide tabs r Dome angle nails. Truss SEAT PLATES BY CHAMBERS 9 M INDICATES LOAD BEARING WALL ` REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-l' ABOVE FINISHED FLOOR 12 4.00 I- upset=1/4" heel=315/16" PLUMB CUT END 1 „ 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 r- 72.00 �8 1 M upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE 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 -3 a�'�rPs nE fi'Jd �,,�,q )TY GARAGE LEFT GARAGE RIGHT FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED uNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be Installed is: The underslined acknowledges end agrees: 1. Trusses will be made In strict accordance with this buss placement diagram layout, which Is the sole authority for determining.successful fabrication of the trusses. 2. Ail dimensions In this layout have been vedted by the undersigned, .3. Unless written notice Is provided by cerIl mall to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backChargee will be allowed. In me event such written notice Is furnished Chambers Trues shell have three (3) busNeae days in which to begin repels required, or to substitute other busses, at Chambers o{id3°n. 4. The undersigned acknowledges receipt of "BCSI 1-W"summary sheet by TPI & WTCA. e. Delivery Is to Job site. It Is the buyere'responelcity to make the job she suitable for delivery, Chambers Truss has the sole outhorffy to determine the suitability of the job site of a portion of the Job she for delivery, Chambers Trues will be responsible for dump delivery only. The buyer Is responsible for additional delivery expenses If Chambers Trues has to recallver bemuse job she is not prepared for delivery or buyer Is not prepared for delivery of trusses. Buyer Is responsible to Chambers Truss for towing Coate due to she conditions, S. Prim as shown 11 paragraph 7 below Is subject to change ff any changes are made in thla.laybtil A $60 per hour fee for revision a may be charged by Chambers Truss, 7, This Is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If no agreement a reasonable prim. Invoice will be made on delivery and paid wlthln terms of nei on delivery. Invoice may. be made at scheduled date of delivery If buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chombom,Trusa reasonable aflomey's fee for mllectbna In event of payment not timely made. 1.12 % per month service charge wig be added for all sums not paid'withln terms, S. Signature or Initials anywhere on this sheet constitutes agreement to all terns herein. 9, In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to 'Chambers Truss by any entity, receiving material and the undersignedagrees to pay such Indebtedness Including attpmeye fees, R default In payment for material be made by the recptem. 10. In the event of any litigation concerning this agreement, the Rams furnished hereunder or payments referred to herein, the. parties agree that the safe venue for any such action will be Saint Wds County, Florida. 11. Deign responsibilities are per -National Standard And Recommended' Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSVrPVWTOA 4 - 2002- DATED SIGNED FOR TITLE Asryeaderbwffwybe re" per"BC51 it 3l pwm tkOW&darnage. . 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 delivery before setting trusses. Tmmn minitbeastand braced perdesign to prsverdkW& damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other colicentrated 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 Plerce; Florida 34982.61 800-551-5932 Fort Pierce 772.466-2012 Fax 772-466-8711 Vero Beach T72-569-2012 Stuart '772-286-3302 ' w-� ma.,. rYa uDCDCTp11RS CnM p The Architect's or Architect's representativr,"t shop drawing dpprpval Is NOT a "double cheek" of the contractor.' The contractor shall ral'natn responsilrf,le for checking field measurements acid other construction criteria. Architect's approval covers general roof shape review of truss strapping, and loading: on structure from gravity and uplift loads and their re ctive lace ions. Approved By. �/— uale. F3raden & scarier! A.I.A. P.A. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-1( Roofing Material Shingle or Shake 3 Loading in PSF Roof R.D.L. 0, Top Chord Live 20 w " c Top Chord Dead 7 4.2 :E . .o Bottom Chord Live 10 Non -Concurrent . Bottom Chord Dead 10 3 o w c m TOTAL Load 37 7.2 Duration Factor 1.25 C Wind Speed 165mph tv Top Chord C.B. Sheeting by builder. H rn Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'1 L) Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W a Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE All SAE Reviewed By: Date:04/24/12 Revised:02/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11323 - (,(,l F- 1417-4 1,i