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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 wood screws with self sealing washer at 12" o.c. max spacing over ASTM D 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" (type 2) 30 lb felt underlayment Installed with min. 4' side laps and 6" end wood screws with self sealing washer at 12" o.c. max spacing over ASTM D laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails (type 2) 30 Ib felt underlayment installed with min. 4 side laps and 6" end deck to trusses using laps and twodstallgereon thi o sheet o.c. in field. Attach laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 12 SLOPE 14 4 1 51_01,*� 8'-I" T.O.B. 12" 12° 12" F7112" 5/8" thick light textured stucco on typical concrete V / ® 5/8" thick x 8"w cut block construction 2 coral Finished stucco bands 0'-0" = Finished Floor IL -- - - - - - - - - - - - - -- LJ Finish Columns with 5/8" thick x 8"w cut Finish Columns with =/8'hick light textured 5/8" thick cut coral coral finished stucco bands 75/8" thick cut coral stucco on t ical concrete finished stucco bands RIGHT E L E \/ A T i O N finished stucco bands block construction SCALE: I/4" = P-O" ELE REAR E L E \/ ,� T f O N Y �Tf OI �l NOTES: SCALE:1,4" =I'-O" - Overhangs at I'd-O" unless otherwise noted On Roof Plan - Roof pitch at -f:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 And changes to this plan shall be submitted to the architect 26 ga_ 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4 side laps and V end for approval I n writing prior t 0 Starting construction. laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Gulf Coast Supply and MFG Sa Crimp Metal roofing deck sing # Stucco III spaced 6" o.c. at all laps and two staggered rows 12" o.c. In field_ Attach 26 ga. re crimp metal roofing attached to plywood deck using over x T - Return ALL S t u C e o Bands into Window or Door. deck to trusses using attachment detail on this sheet wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Sd nails. Substrate -� to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized 12 12 nails into truss webbing. 4 SLOPE 4 SLOPE OL 8'-1" T.O.B. B'-I" T.O.B. 121, 12" 12" 2H. O.H. „ O. IE5/8" thick x 8"w cut ❑..,O.H. 5/8" thick x 8"w cut ®®®® 3 coral finished stucco bands 3 coral finished stucco bands O ® ® 010 5/8" thick x 8"w cut 5/8 thick light textured ®® . coral finished stucco bands stucco on typical concrete block construction Finished Floor ara a Finis ed Floor --------------- ----- ------------------ - - - - -- Jill G-0'-4" A.F.F. 5/8" thick light textured Finish Columns with stucco on typical concrete 5/8" thick cut coral LEFT E L E\/A T f 0 N block construction finished stucco bands FRONT ELE\/AT10N SCALE: 1/4" = 1'-0" SCALE: I/4" to 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows a: Skylights OTEST pening N A� Product Model Manufacturer Glass Attachment method EE - tion Date Design Pressure of Approved Tests 1,2,3 t4 FL# 239.3 Single Hung SH-100 Impact PGT 5/IL° I/q• dia. tapcons w/ min. 1 3/8" penetration o be spaced per product approval. Contractor shall adhere to mm. edge distances specified in Product approval + 80.0 PSF - A 16-0330.02 Overhead Garage Door £1 Model 824/811 9'-4" max width IL'-0' max height g DAB rIR x to c"n"rete K p uR li s ver�b�. �ins e• . 6•,w Nic swev. a h.r.,t a >: of s .RI' ien dotnnce. Iru sic . o. tel 4ad w twd tii s1. Ri, d rdi - Gc to IT. m .son tr.ek.e t smonns inn. d I. edge m maler - n roller eo =11 edhs a to predmt app wd 10-9-21 + 50.0/-60.0 sf p B FL# IL614.1 Fiberglass Design Pro/ Smooth Pro Jeld-Wen Elco 1/4' dia. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c, max, thereafter in head and jambs. + 50.0 PSF C FL# 251.5 Sliding Glass Door Series 110 SGD PGT I" nom Type "GSA" 1/4" dia. tapcons w/ min. 1 3/q penstration to be spaced per product approval. Contractor shall adhere to min. 2 I/2" edge distances specified in Product approval + LO.O PSF _ Product NOA/FL NUMBER Model # Manufacturer Attachment Method ��pu'ation Date Design Pressure of Approved Tests MulliOnB FL# 241.1 1" x 2 3/4' x .315' PGT Inatall per fastener type and spacings shown in Table IA and IB in product approval on sheet 5 or 22. + 58.0 PSF Roof FL# 11451.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 26 ga. 5v crimp metal roofing attached to plywood deck using a9 x 1.5" wood screws with self easing washer at 12" o.c, max syacmg over ASTM D ftgpe 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' c.c. in held. Attach deck to trusses using attachment detail on roof plan - 108.5 P5F Siding stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vingl Soffit Kaycan Install using 2' x 2" battens at V o.c. screwed to soffit framing using #8 x 3" wood straws at each truss. Install soffit to battens using 017 din x 1.5" Iona ring 3hnnPanels +55.0/-35.0 PSF Hurricane I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 2" x 4" top plate II 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 16" o.c. base -board � 11 11 i 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterior Non -Bearing Partition nts Braden t Braden AIA, FA WQnne Building Corp. Architects - Planners 411 S.E. Coconut Avenue THE STERLING Tel : (112) 281-8258 Fax E-mail: : (112) 281-8283 bradenaia0comcast.net Spanish Lakes Stuart. FL 34996 #AACOOOOS2 St. Lucie County Florida ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WiLL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: II'-0" Roof Pitch: 4:12 Internal Pressure oe icient: ±.O"IB Subuectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4• Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.126 ASD desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+0.6WL: 0.6DL+O.6WI_ Components t Cladding Wind Pressure (NET) Roof Zone: I. +20,6/-32.6 psi Roof Zone: 2. +20.6/-51.0 psi Roof Zone: 3. +20.6/-84.0 psi Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone. 4. +35.8/-38.1 pat Wall Zone: S. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Det� Provided? Yes Minimum Sal Bearing Pressure: 2SO0 pal, Presumptive: X Bu Test: pal ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: _1_5__ psf FLOOR DEAD LOAD: 10 psf 0 = Roof Zone I Walls Zone 4 MM = Roof Zone 2 Wells Zone 5 END ZONE S = Corner Zones Roof Zone 3 JOB ADDRESS MODEL: Date Drawn Revisions Sheet Comm # GARAGE Dr wn1 by: REVIEWED FOR LEFT C.C.U. CODE COMPLIANCE 1�-300 Checked by: ST. L CIE COUNTY OCC � r� OF 5 D-i`-E5- �'I FLOOR PLAN � CRASH POST D TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to steel high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expanslon bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... t0 have $lab (3/8"t 50 kal steel plate) a minimum 1,400 P.S.I. fiber stress. L" 4. No dissimilar metals to touch. 2 " 2�," 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o %' ALL Concrete used for vertical filled cells, cont. tie beams etc.. to m o 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 f t th FBC R702 3 5 2�" o rse us W1 screws per 1. ALL wood in contact with concrete shall be pressure treated. o 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 bg Governing Building Department survegor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H• = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors Shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x L" P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931 C960, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC Ri02.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing fasteners Nall sizing options for Spacing of installation of drywall into Nails Screws Maximum 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 Sol cooler nail 0.080" dia. x 1 5/8" long with Walls Direct "' ILion 8„ 14" 15/44" headOR Gypsum board nail 0.084" dia. x 1 5/8" 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 Gd cooler nail OR Walls Direction IL" 8 „ " IG 0.092" dia. x 1 "1/8" long with 1/4" head OR Gypsum board nail 0.0915" dia. x I 1/8" with 19/44" head. Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at 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 tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII18 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 accompanyingg smoke developed index not to exceed 450 when tested in accordance with r4STM E 84. Insulation shall compig with F.B.C. R316. Grade Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Traced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment dartml on this sheet \ Simpson HETA 20 or equal hurricane anchor 1 1 each trues 12 PRE-ENGINEERED TRUSSES with (10) IOd x I I/2" nails ( 24" o.c.) supportrng Max. ¢ at 24"o.c. TYPICAL 18101ba. uplift (shop drawings by manufacturer) Aluminum Drip ' \R-30 blown fiberglass Edge t Fascia in bottom chord or trusses 1/2" drywall with smooth finish 2" x L" Sub -Pestle Two rows of beam block filled with concrete and lU #5 bar cont. in each row. Substitute Kagcan full o vent vinyl soffit installed 1/8' precast lintel filled with concrete and (1) #5 bar cont. for bottom row using dia shank x I5' long gale. over openings rooting marls with 3/8' die. head per product approval - see chart sheet #1 1/2" drygwall over 1" x furringg strips at iL" o.c. with R4.1 trial Insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. block construction M Mortar to be Type "M'" only proportioned per FBC R407.1 and Mortar Jonts shall comply with PBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap FIII cell with concrete and at each filled cell (U #5 bar vert. (tgpical). 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 4"x4" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill IINl II IIIIIII A °_ � ���I� I I I- �- ""-illI' If x 1'4" Concrete footing �/ j� 14" with (2) 45 bars cont. and #5 TI � I C A L SECTION transverse bars at 48' o.c. Scale : 1/2" = 1'-0" ottom Masonry Beam Sliding Door At Masonrg Wall TAIL AREA CALCULATIONS N.T.S. Living A/C = 1,414 sq. ft. Front Porch = 1s3 sq, ft. Rear Porch = 116 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. Total Cubic Ft = 11,192 Head fixed door sliding door 1 1/2" Sill Detdil NTS 2" VTR I I I 21' VI ITR Master JIL Bath i I ILw. I 2' I Lev. 1 4' I 2' VTR a3c. JL I 1 w� s. s" l Kit. Smk I I Kitchen 2' I I I Lev. J 3' Nclo-sh Bath To Septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails a prior to door attachment \ Masonry Wall ypical Flooring 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 Jamb UJlndow Schedule Mark Size Roucifi O en. Window Description PRESSURE ZONE I. 4'-5%a"x 5'-3 %a" 54%a"x L311" Single Hung ZONE 4 2. C-2%a"x V-3 ia" 15" x 0 %," Single Hung ZONE 4 3. '-2" x V-2 1/2" 1 21%2"x 38%e" Single Hung ZONE 4 4. 4'-5%"x 4'-2%a" I 54ia"x 54)e" 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 rl Door Schadule 7 Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X C-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C V-0" X C-8" tam 14" x el %2" or recess Sliding Glass Door ZONE 4 D 2'-O" X L'-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-4" X 6'-8" Solid Core - Wood - L-Panel F 5'-o" X 6'-8" Solid Core - Wood - 4-Panel - Bi-Fold G 2'-8" x 4'-8" x 1 %4„ Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" solid Core - Wood - 4-Panel U 2'-L" X c-8" Solid Core - Wood - is -Panel - Bi-Fold K 2'-8" X C-8" Solid Core - Wood - 4-Panel - Bi-Fold L 1'-4" X 6'-an 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 #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction I`y4er.la 12 10'-0" 12" NCrt LNG ?�Al Opt.Dia�4/SLAB ° EGRESS O ° 12" x 12" Concrete column O 0 block filled with concrete and (2) #1 bars vert. tied Into I in lintels above r Covered Porch Provide screen infill below O � Oo 0 0 ❑° °� °❑ �° o 0 o - MASTER I ° u0c BEDROOM I ° ao =Qu �8'-O" to 9' ;8" A.F.F. `r F m Im 8'-0" A.F.F. Vaulted eihng in LLin if CD Flat Ceding GREI T if 0 ROO G o N O 0 I o Rod t helf Jac- - - 21'-8" I H B Vanity to e s I N � 34 Y2"hig N t0 $ 2" x L" knee -wall 8'-O to 9'-8" A.F.F.r OrL J I W below counter top IV faulted Ceding CLOSET I DINING OCASINe ° LINle• - - - J Rod ITSROOM 9 ohs Fey C 0 LU �\ e aDATH W O F 0 ° \ \ Vanity to be I 34 Y2 high �O I H3heall KITCHE1 I O e v Veni Dryer through wall Oi L I -I e2" 1 - - - - 8'-O" A.F.F. Overhang O N - Fiat Ceiling O I 6'-O 10'-5" q'-1" B. Upper cabinets to D extend over Ref_ 3'-O"4" 10'-2" O tNv 2" filler I iv a ,ami-_ in E BATH I suing ft Rod t Shelf O � A / C ° O R-II Batts nalatian- 4"0 Steel Ballard #1 See detail on this 1 O Provide auto F_ 22" _ x 54" , I� � � O I L F 24" in N closer Attic A. e 0 I with fight I Q L _ _ _ _ _ J aa" _ a'-o° A.F.F. 150 Amp 4,: Flat Ceding c Meter P ;e -°" 4 nisi e © SECOND m\ N rq GARAGE E BEDROOM i � EGREN EssY 0 O -4" A.F.F. ci)l I MT ° i Flat Ceiling 0 0 O \ e o, 0 O O r-----------------i EGRESS l] pI - Block wall in I garage to be struck block I T COVERE D I I 12" x 12" concrete column block filled PORCH with concrete and (2) #1 bars vent. tied O into lintels abo e in I ® l CDI O e a e e e a oO p e iv 9'-0" J J 3G'-0" Install windows thru buck into block with 3/16" 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 et head and sill per product approval of wall ----\ / \ Buck to be I" x 4" PT I"x-V P.T. Buck nailed to lock with case hardened nails D e t d l l d t Windows prior to window attachment Braden t Braden AIA, FA Architects - Planners -411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaOcomcast.net Stuart. FL 3'49% #AAC000032 NTS Wynne Building Corp. THE STERLING Spanish Lakes St. Lucie Countg Florida INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Exterior face Attach buck to block wall with 1/4" die. Elco conic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x L" PT Buck Detail at Door crews thru jamb into buck ige and 15" o.c. max and prior to door attachment NTS Date Drawn Revisions : Sheet Comm # 9-9-19 GARAGE Drawn bg: REVIEWED FOR LEFT C. C U. CODE COMPLIANCE 2. 1�-300 Checked bg: ST. LUCIE COUNTY D.R.B. ISOCC OF 5 J 1 r� LA I U 1� L_ I X �../ I ]= e7 : I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXiST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MiX AT 28 DAYS 3" POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL iS BROUGHT IN, FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. -I" GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION CLAN 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) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WiTH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSi OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision 4. Verify all recess thickness at showers, tile, etc.... 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 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 2-4" 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 —lb 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/ 30" overlap - at each filled cell G ME TYPICAL rIONS 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill R .Y' 14"w x 14"d concrete monolithic footI g with (2) #5 bars cont. 1411 TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR CxC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per a , foundation plan iv " F10" (2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN 12' x IT concrete column block Pilled with concrete and (2) #1 bars wart. tied into lintels above Top of rooter 16" below finished floor 1— III III. 5eee1! Verify house slab height in field 30" COLUMN FOOTING DETAIL 3011x30"xl6" concrete column footing with (4) 45 bars each way SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one 95 bar continuous GRADE-, \ 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 VxV #10/10 WWM on to mil Visqueen over clean compacted termite treated fill SLAB EDGE DETAIL St'AI P I/7" = I'- #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. Vx6" #10/10 WWM on 10 mil Visqueen over 45 bar in curb clean compacted termite treated fill 0 I-01, F.=. Grade 14% x 14"d concrete monolithic footing with (2) 45 bars cont. 14" �j GARAGE 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 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O , -i ingle 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 t Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue 1B Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia0comcast.net Stuart. FL S4994 #AAC000032 36'-O" 1z,_ 10'-0" _ 112" o 1NC�"I IOP gQ 3o 7SQLAel v I _ti I ° I I Rear Patio/Slab - to be poured separate lU O I 121_g from the house slab. iL Thicken footing to 24 = i FI 24"w x 14"d x 24"L J N to under filled cells r under girder bearing. N- NI EEO E° ° IE °I °I--- —----————————————— ■ I Rear Patio/Slab to be flush with bottom of I I sliding door recess. FI Slope 1/2" II 0 I II II I II I II ■i FI II I I H"B- VanitI�-34Y2�to be high 4" concrete slab with fibermesh OR L71� 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I FI I �I II J_i I I 71I V II ■ I If I I FI I 0 ° I� 1 I� #I 1 4"0 Steel Ballard Pilled w/ Concrete 1 \-LU F5 j I I I r a I I I Ea_a� I I FI I Et! I I FI I' E I EE n FI EOM I l i o I E oI -i w -0 r N�� °I E `u0 0 I \ \ ----------�0 sxai°i I = ° E E r r r O O° 1L I El 0 X o W I o F41 to l'-2" L— Recess for F31----_, F � , F � °O O° Garage Door ° ° ° ° --- O I --------- ° te ec q'-O" 3 -5" with concrete oand ecolumn (2) #�ba s vert.ck ti into lintels above 5'-4" 31-411171 Wgnne Building Corp. THE STERLING Spanish Lakes St. Lucie County Florida I H.B. FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS F 30" x 30" x IL"D COLUMN FOOTING WITH (4) U5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS Q14"W With x 14'D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB m 0'-0' Date Drawn Revisions 9-9-19 GARAGE Drawn by: LEFT C.C.U. Checked by: D.R.B. Sheet Comm # REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC OF 5 Provide tt5 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel Into continuous beam block steel• Provide tt5 bar act in pre -cast lintel into beam where length of the opening calla for it. ROOF: SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Slze = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws bas d on pressure for roof stated in permit info box on t ese plans for zone 3 K eoZone Area Edge Field Fastener Pressure 1 6" 6" 8d ring shank 45 psf Zone 2 .4" 6" 8d ring shank 16 psf Zone 3 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.6 psf ** Use nails or s4rews based on res$ure for roof stated in permit info box on these plans for zone 3 Provide Cast -Crete 8U8-OB/OT precast lintel set in mortar--. Min. 8" Bearing �;I Provide PT Buck attached cel into fil 4" Pre -cast Sill y -------------- I.•� �7 V- -�Poursd Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled call steel into continuous tooter steel. Concrete Footing r r. ` .: '.: • .V e':-::.`.' ;'.`1:.' (See Tooter schedule_ T, for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Verify with Plan Concrete 4- Install Simpson MGT into wall using" Lintel Column x B \ into wet beam nand rod set IOd nails into truss r� Column Block Column V#1 Rabat Rebar 48 Bar Dia. Min. Overlap to Lintel Attachment NTS n 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 ASTM D Tube 2 felt paper using Bid nails. Substrate to be edges with CDX Plywood Waded in 6" oc.ds n field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet LINTEL SCHEDULE. Mark Window or Do Unit WidthSize Lintel Cast -Crate Specification Rows or "H" Block Above " " Bottom Steel S'u Top steel S1Se Max. Gravity Load (PLF) Max, Upkft Load (PLF) Max. Lateral Load (PLF) L22 2'-2' V-6' 8F8-OB/IT 1 #5 3069 1569 1024 L31 2'-L" 286 3'-1' 4'-0' 8F8-OBAT I #5 2541 1343 ita L46 4'-5' 5'-10' BPS-OB/IT I 1 #5 1105 909 339 LBO 5'-O" L'-L' 8F8-OB/IT 1 #5 1238 836 121 L60 6'-8" T-6" BPS-OB/IT 1 #6 1011 121 534 LBO 8'-O" 9'-4' BF8-I5/2T 1 #5 2 #5 152 591 $12 L90 T-O' I0'-6' ere-IB/2T 1 #5 2 #6 643 530 401 L90B T-O' 10'-6" 8FI6-I15/2T ONE I #6 2 #5 1533 1183 401 LI00 10'-O' 11'-4' 8F8-I13/2'r I 1 86 2 85 582 494 452 LIOOB 10'-0" ll'-4' BFI6-I13/2T ONE I #5 2 1 85 13Li 1028 452 L120 12'-0' 13'-4" 8F8-6/2'r 1 #5 2 #5 411 428 324 L120B 12'-0' 13'-4" BFIL-I15/2'r ONE 1 #5 2 #5 1015 110 324 LI40 14'-0' 15'-4" 8FI6-IB/2T ONE 1 #6 2 85 1250 L09 254 LILO IC -ON IT-4" 8F8-IB/2T 1 #5 2 #5 1 300 M2 1 144 L160D IL'-O' IZ'-4" I 8FI6-IB/2T ONE I #5 2 #5 I ISO 500 1,14 - 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. 12 Simpson HETA 20 or equal 4 hurricane anchor at each trues with (10) IOd x 1 1/2" nails ( 24" o.supporting Max. 18101b1bs. uplift Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) 10d ds at each web Aluminum Drip —' /" Edge l Fascia 1/2, tlac stucco on 3/8' hi -rib lath attached to horizontal and vertical wood 121, framing with nails or staples to provide 2" x 6" Sub—Fascl no Ion than 1-3/4' penetration into horizontal wood framing and 3/4' penetration into vertical wood framing members Kagcan full o vent viesgl soffit installed uses 1/8 dia shank x 5" long gals. roaring nails with 3/8' die. head per product approval - ase chart sheet #1 12' x 12' concrete column black filled with concrete and (2) #1 bar& vert. tied"'"" into lintels above thicken edge to 8"xB" with concrete and one #5 bar continuous BEYOND Top of Tooter IL" below finished floor _& 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. all 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 777T Wood Tunical Section Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom Of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) a e) � X L U) Vi to C q) a a Xs ") ui u. Q v Ems. °D O `y w E:alc Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottoms of top chords using (2) IOd nails at each truss "\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (l) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cons. for bottom row over openings 1/2" drgwall over I" x furringg strips at 16" o.c. with R4.1 PI -foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shell meet all pertaining ASTM codes. o Mortar to be Type "M" only proportioned per FBC RLO1,1 and Mortar 4oints shall comply with FBC R601.2.1. Provide Du -Rock at all wet areas (ex. showers, tubs etc...) Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet set or in epoxy with nails into truss. Add blocking to per detail on this sheet ( 21" O.C.) HETA 20 1810 supporting Max. lbs. uplift EN Y WN 10l��ar�mn 1 Eaq\"'\q\L iVAN Fill cell with concrete and O O FLAN �L ( 'M I ) #5 bar vert. (typical). IF L L � N � 3 Q W F_ E IV -7) W U-D w do) z z w <� I LU Q� d) O LU ax. spacing shaI not exceed 48" unless otherwise noted see foundation plan notes for - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings 4" concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"xf." #10/10 WWII on 6 mil Visqueen over — 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. � I �I� I I, , 11::7— - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION at Front ont F orch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Sale - 1/2" = 1'-0" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION -2-19 PANEL "A" Poles BR Load Wire Desenption arc# sire# Description Wee Load BR Poles 1 20 1.2 kw #12 Refrigerator I Ran #i 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw 812 Kitchen S.A.C. 5 f. Dr sr #10 5.0 kw 30 2 1 20 1.5 kw 912 Kitchen S.A.C. 1 a 1 20 — #12 Bathroom Recepts 9 10 Air Cond sor #10 5.0 kw 30 2 I 20 L2 kw #12 Dishwasher 11 12 1 20 1.2 kw #12 Microwave 13 14 Air Handl #10 5.0 kw 30 2 1 15 — 914 General Lighting 15 16 1 Is 814 General Lighting IT IS WH $10 5.0 kw 25 2 — 1 15 — #14 General Lighting 19 20 1 15 — 814 General Lighting 21 22 Goo 912 O.al K 20 I I 15 — 914 General Lighting 23 24 Spare Spare 25 24 Spare Spare 21 28 Spare Spam I 29 1 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General. Lighting..(3, watts. ,sq, , ft.) .................... Small,Applience,Circult(s),,,,, ,,,,,,,,, ,,,,,,,,, ,,,, Range ..... ......... ......... ......... ................... Refrigerator.................................................. Microwave Dish. Ulasher . ...... ..................... Clothes,.Washer............................................... Clothes„Dryer................................................ .Water. Heater ............. ...................................... Garage. poor. Opener.r ........................... 1135 3 5,205 2 1,500 3000 1 12,000 12,000 1 1,200 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 00 1 810 810 Total Watts 35,4I5 First 10000 Watts 0100% I 110.000 10,000 Remainder 25.615 e40% l O 10,241. Electric Heat or A/C 10,000 945% l 10.000 10,000 Calculated Load Watts 30.244 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light $g Double Pole Switch ® Eyeball Recessed Pe Push Button Switch Exhaust Fan Duplex Outlet ¢ Calling Mounted Light Special Receptacle Wall Mounted Light e= group au t circuit Int® ro Light with Pull Chinn (attic) Floor Duplex Outlet © Computer Connection Jack rc-m-1 Carbon Monoxide Detector 4& Flood Light TD Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ® Telephone Jack AC Disc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up F� = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR 1-2-19 ent_thi:-LL--- Soffit 1 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW (3) #1 THHN Copper 2" PVC Schedule — 40 conduit 200a rated meter can 2" PVC ( FPL)—`c schedule 80 2" riaid service FPL A/C disc. I n ISO AMP MCB PANEL ELECTRICAL RISER bonding point 8-�O" a&alavanued rods - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering ELECTRIC NOTES: #2/0 AL SER Cable With 41 Grnd 2" PVC Schedule 40 conduit sleeve — into attic 200a rated meter can r 2" PVC ( FPL)-� schedule 80 2" rmid service FPL A/C disc. Ifs ISO MMP CC PANEL I I ground rods bonding pant ALTERNATE SERVICE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction L - Verify AIC/KIC Rating prior to ordering equipment I. Use copper wire only from panel to devices 2. Provide and wire all required smoke t Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. S. ALL exterior outlets to be WP/GFCI protected. L. Recessed cans to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. S. A/C Return Air Balance Must comp)y w/ FBC RM1402 9. A(C Refri t lines that are run thru slabs must be sleeved m'�� 10. ALL A/C Equipment shall comply with energy calculation II. All work shall be performed by a licensed electrical contractor, the completed System shall be fully operative. 12. Contractor shall pay for all -Fees, permits, testing, and Inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public 1lability and property damage for the AiC Meter 149 CFM IOxIOXL MAST R BEDROOM 149 CFM IOAOxL 12x1 B/A 9 CPMI- Opt. PATIO/SLAB Covered Porch l2xI2xI0 B/A Center Registers a� 208 CFM or( celhng fan 208 CFM "N IOxIOx IOx1Ox1 I01 I2° L— — — — — —F — x 5q" , I Attic Aeeew With hght J L — — — _ _ 150 Amp Panel GARAGE r----------------- I I I I I I I I I I I I I I I I I I I I I I I I 14 n 2CIx20 �� ICe T I I IL Lc__P�Z l I COVERED PORCH DINING ROOM 0 ATH 141. CFM IOX&XL SECOND �l E3EDROOM 12xl2x8 �y B/A C /4 N I C /4 L LP,YCUT SCALE: 1/4 = 1'-0 Is. Contractor shall guarantee all materials and workmanship 20, All equipment and panel sizes shall be verified before free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to the date of acceptance or certificate of occupancy, or one suit the job conditions. year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and Install all fixtures as called for on the plane charge and shall include replacements or repair of any or as selected by others. other phase of Installation that may have been damaged. 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 of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the all items for a complete electrical system and provide all largest conduit or pipe from any other service. the requirements necessary for the equipment to be placed in proper working order. 23 All owed wire below 9'-I" shall 6e installed in metal EMT 1-1. All work shall be done in accordance with the N.E.C. and con it. shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per meet all standard requirements of the local electric utility FBC RMI502 and telephone company. 18. The electrical system shall be completely and effectiva1 grounded as required by the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. Exhaust Duct Thru Soffit H.B. Vent thru 4" Exhaust o�`fit Duct Thru Wall w.p. G Install owleAor under disc.not shown clarity ELECTRIC,4L FLAN Braden it Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia0comcast.net Stuart. FL 34996 #AAC000032 H.B. Exhaust Duct —7hru Soffit Ware For Front Post Light SCALE: 1/-4" = 1'-0" Attic Ventino Calculations FBC 2309.1 Total Attic Space = 2124 sq. f t. Venting Ratio 1/150 = 1-4.16 sq. ft. required Frovide A Continuous Vented Soffit Wtmne Building Corp. THE STERLING Spanish Lakes St. Lucie County Florida Post Light with Photo cell 1 Date Drawn Revisions Sheet Comm 9-9-19 GARAGE Drawn by: REVIEWED FOR LEFT c.c.u. —� 1�®300 CODE COMPLIANCE Checked by: ST. LUCIE COUNTY D R i3 Rnr.r. OF 5 Y =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. IVIWL- 111 L_L_ r � r TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. AL Carrying Girder For Truss to Truss Connections see hanger/connectorTCarriedniss be as de tabs o schedule in engineeringe nails. package. T SEAT PLATES BY CHAMBERS 12 4.00 r— t0 2 2.00 '1� 8-- m " 1' upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT s e T 12 4.00 I io 8' 1' upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL a v INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR TRUSSES FOR T!IE EIR�T MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR 7-IAT MODEL. ® ARRANbE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH I .a �N o�u« ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers - - =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. IVIWL- 111 L_L_ r � r TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. AL Carrying Girder For Truss to Truss Connections see hanger/connectorTCarriedniss be as de tabs o schedule in engineeringe nails. package. T SEAT PLATES BY CHAMBERS 12 4.00 r— t0 2 2.00 '1� 8-- m " 1' upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT s e T 12 4.00 I io 8' 1' upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL a v INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR TRUSSES FOR T!IE EIR�T MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR 7-IAT MODEL. ® ARRANbE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH I .a �N o�u« ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers - - y/�/�r/®/''������/��/■I��®///��//■� %//I�I�//Yi H� I/////YIi�%O►f//.I�I�//�1%/9//.I!I�//IEi����/11/�//.I%t� i%IIOI//i%17���//, FA FA EMISSION oil ON 110al N ® s "W WEBS AT CENTER .•. 50# POINT ® r- so I 01 IPA 1010 ■! ■1110 ''�11��►_ _� ■ 4 MAP10 II �� �r���/PIP yi., ����i�f///.r„I�i/.r�:�,��I..ril/I/��i��,�./I/��i%���Iabpr/II//.r�i�//1�//.IaaG//d//.I���/.I%//�►.� Iy� 4 I y�� p ry�� �y /yam ��•' I �■Ii�l�l�l�l�l�ll�l�l■BI�I�I�I�I�I®�� I l I 1 v 15'-10" 5'-4" 34" -- —� — — GARAGE LEFT -- F 7V--- I I. C LJ.�i A �I®I®I®I®I®I®I®I®�®���®ICI®I®���®�■� now ' rr _■\ ■�_ ®s — Pi ---�' ATA INVERTED V WEBS AT CENTER `■ ••• ® ■\ ■`-.��h��.�• -�� � �� ��_®I■�l�l�%I■11� ■III■11■I®I■■I\ = � � sNON _ l �Igyp'- .\\\A`I�`O�►'llli��l.'ILiL\Al�l. 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 undersigned acknowledges and agrees: 1. Trusses will be made in strict sccordance with this truss placement diagram layout, which Is the sole authority for determiningsuccessful fabrication of the trusses, 2. All dimensions In this layout have been verified by the undersigned. : .3. Unless, ry tit notice ie provided by cardfied mall to Chambers Truss Within ten i10) days of delivery Na undersigned agrees that no backcharyes will be allowed.In the event such mitten notice Is furnished Chambers Truss shell have three (3) bu ass days in which to begin repalm required, or to subsi other busses, et Chambers o n.' 4. The undersigned acknowledges receipt of *SCSI 1-03' summary sheet by TPI & WTCA. b. Degvery k to Job site. It le Ne buyere'responalblitty to make the Job site suitable for delNary. Chambers Truss has the cola authority to determine the suitability of the Job site or a portion of the Job she for delivery. Chambers Truss will be responsible for dump delivery only. The boyar le responsible for addl0onai delivsn expenses If Chambers Truss has to redeliver because Job she Is not prepared for delivery or buyer Is not prepared for delivery of trusses. Buyer to responsible to Chambers Truss for towing costs due to she condltions: B. Price as shown In paragraph 7 below Is subject to change If any changes ere. made Iq this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. r .7. This Is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or H nti, agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice maybe made at scheduled date of. delivery If buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers.TNss reasonable attomeys fee for collections In event of payment not timely made. 1-12 %, per month service charge will be added for all sums not paid within terns. 8. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unoonci lonally guarantees payment when due of any and all Indebtedness owed to Chambers Trues by any entity receiving material and the undersigned agrees to pay such Indebtedness Including attorneys fees, H default in payment for material be made by the recipient. -10, In the event of any litigation concerning this agreement, the Hems furnished 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 Raaponslbllities For Construction Using Metal Plate Connected Wood Trusses ANSVTPVWTCA 4.200T'. DATED SIGNED FOR__ —TITLE .._. _ A spreader bar may be regL*W Poi 1.0Tto prevent Ir#uaia 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 delivery before setting trusses. Tnrases must be surd braced per deei to Ott linlUry & darr1220• Trusses must be a— plumb and square Do not set bunks or stack of plywood, roofing material or any other cIentrated loads on truaseai, this can cause collapse. DO N�3T SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC p. I 3105 Oleander Avenue Fort Plerli Florida 34982-6423 800-551-5932 Fort Pierce 7T2-465.2012 Fax 772-465-8711 Vero Beach 772-669-2012 Stuart 772.286-3302 ..r_,. ma., r•uaueeocreusSCr1M • • The Architect s or ginch rtact s representative's shop drawing ap roval is NOT a double check of the corftractor The contrActor she N erttalrii reSponsrble f for checking field m as usi , onts and older kanskraofron a eri.i Architect's approval covers se erai roof shape, reviewiof truss strap rig, and loading on structure from gravity nd uplfft iq'ads aritl their re ctiv t at` ns.l Approved 92.0/93.2 MITEK 42 Date; I FK A enA.i.p.p•A` DESIGN CRI County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. o" °: I Top Chord Live 20 rn , Top Chord Dead 7 4.2 N o Bottom Chord Live 10 Non -Concurrent n(I o ,I Bottom Chord Dead 10 3 o = TOTAL Load 37 7.2 N Duration Factor 1.25 = 3 Wind Speed 165mph 0 °, Top Chord C.B. Sheeting by builder. w N Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" I- Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R. D.L. =Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the NT7 n/ Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11412 W Scale: 1/4 = 1' 73 total trusses, 18 different trusses. Ml 4: RLC ACAD: RLC Reviewed By: �^ Date:11/14/16 Revised:10/23118 i v, FOR 1r-13a a 5' 4- ,k 15' 1o" WYNNE DEVELOPMENT CORP. DESCRIPTION: GARAGE RIGHT STERLING REVIEWED FORPAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO MPLIAN �i�co�Nl 11412 -7& s 1 a BOCC