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Home My WebLink AboutPLANSGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #4 x 1.5" 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D 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' mde laps and C' end (type 2) 30 Ib felt underlagment installed with min. 4' side laps and 4" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c, at all laps and two etaggered rows 12" o.c. in field. Attach 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 dpeck to trusses using attachment detail on this sheet 12 12 4 SLOPE OPE 4 8'-I" T.O.B. 8'-I" T.O.B. 12" 2. O.H; 5/8" thick light textured stucco on typical concrete 5/8" thick x 8"w cut a 0 construction oral Flnls ed stucco bands block c n tructlon c h 0'-0' = Finished Floor 0'-0" = Finished Floor 5/8" thick x 8"w cut FI sh Columns with 5/8" thick light textured Finish Columns with coral finished stucco bands 5/8' thick cut coral stucco on typical concrete 5/8" thick cut coral o bands finish I �l NOTES: d stucco bands block construction finished stuccELEVATIONL��T ��Y�TiOREAR �LELEVATIONSCALE: I/4" = I'-O' E L E � A T I SCALE: I/4" = I'-O" - Overhangs at I' O" unless otherwise noted on Roof Plan dd Gulf Coast Supply and MFG 5v Cr;rap Metal roofing FL #II451.12 - R oof pitch at -T 12 unless otherwise noted 26 ga. Sy 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 Gulf Coast Supply and MFG 5v Crimp Metal roofm FL #11651.12 Ang changes to this plan shall be submitted to the architect (type 2) 30 lb felt underlagment installed with min. 4 side laps and 4" and PP y P laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails 26 ga. 5v crimp metal roofing attached to plywood eck using #9 x 1.5" f Or a r ov a I I n W I t I n r i or t D start 1 n construction . apaced 4" o.c. at all laps and two staggered rows 12" o.c. in Field. Attach wood screws with selF sealing washer at 12" o.c. max spacing over ASTM D p p g p 9 deck to trusses using attachment detail on this sheet (type 2) ne lb felt underlagment installed with nd i aide laps and L end Return ALL S t e O Bands into Window or Door. laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails - ?aced 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 1/8' Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 4' ol in field and edges with IOd ring shank galvanized . - nails into truss webbing. .. 12 12 SLOPE 4 SLOPE "4 8'-1" T.O.B. 12" H. 12 J H. ❑ 5/8" thick x 8"w cut ❑ H. El Cora tors Finished stucco bands 3 O w� ® coral5finiishedic stucco bands 5/8" thick x 8"w cut 91 coral Finished stucco bands ®� 5/8" thick light textured stucco on typical concrete Wit block construction F - ---------------------------- - - - --- - - - ------_--_----_-----_ _ O'-O"= Finished Floor Finish Columns with arse iniFl 5/8" thick cut coral 5/8 thick fight textured -O'-4-A A.F.F.. stucco on typical concrete RIGHT ELEVATION finished stucco bands � I block construction � I �%(�8-035`7 FRONT ELEVATION ATiOI�I .EVIEWEDFOR . L_: DE COMPLIANCE SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" ST" LUCIE COUNTY BOCC 'i>- ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. Product Approval Submittal Affidavit Opening Schedule Swing Doow, Overhead Doors, Sliding Doors, Windows B Skylights Opening Type NOA/P'L NUMBER Product Model # Manufacturer Glass Attachment method E 8uation Design Pressure of Approved Teats 1,2,3 $4 FLU 239.3 Single Hun g g SH-100 Impact PG f 5/I4" I/4" ildia• tapeaRs t min. I . C penetration to be min.spacea par product approval. Contractor shell adhere to min. edge distances specified in Product approval + 80.0 PSF - A Id-0330.02 Overhead Garage Door' Model 824/811 9'-4" max, Width IL'-O" max height DAB - ^- �is6�hsr""srtp eie`�°. �•i+1Md aww s"tr� eu'�►` Imes x r 5ir"ria t6r"sd It rsr... m sseh srairt � s olw min. "r er.rm. - oe e" ■riaq .sin" to sredet gprWftL 10-9-21 + 50.0/-40.0 psP B FL# ILL14.1 Fiberglass gmomogth Pro/ Jeld-Wen Elco 1/4' din. tapCon with min 1.25" eabedment at 3' max from corners and 1.5' o.c. max. thereafter in hand and iambs + 50.0 PSF C FLU 251.5 Sliding Glass g Door Series 110 SGD PGT I" nom Type "CsSA" IM" die. tapeoRs w/ min. 1 3/4C penatretio� ta ba apaced par product approval. ontractor s all adhere to min. 2 I/2 edge distances specified in Product approval ± 60.0 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST Expiration Date Design Pressure of Approved Teats Mullions FLU 241.1 1" x 2 3/4' x .315" PGT Install per fastener type and spacings shown in Table IA and IB in product approval on sheet 5 or 22. + 58.0 PSF Roof FL# 11651.12 SV Crimp Metal Roofin g Gulf Coast Supplg and manufacturingItilpe 2L pe. 5v trimp metal roiling attached to plywood deck umng #9 x 1.5' wood screws with self sealing washer at 12" o.c. max soacing over ASTM D W 30 lb fait underlayment installed with min. 4 ,de taps and I.' end laps fastened with conromon resistant tin ceps and uath 1.25" ring shank narb ?dead L o.c. at all laps and two staggered rows 12' o.c. in add. Attach dick to trusses using attachment detail on rod plan - 108.5 PSF Siding stucco on Block Soffit FL# 12198.3 Model T4 12" vented yin I Soffit Kaycan Install 2" x 2• battens at L" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battone using 0 r)" dn x 1.5" Iona ring shank nails with S/8' dia d. +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record AND WiLL CONTINUE 1=0R ONE YEAR 1=ROM THAT DATE I/2" drywall ceiling on trues bottom cord 2" x 4" top p to I/2" drywall on 2" x 4" studs at I6" O.C. base -board 2" x 4" P.T. bottom plate �:LY:� `ski:f�lin..i'i'::1..�'i'r.i:�i./..::.,:'y�.•y 1. i.{':...,.-.'�.'�. 4" concrete slab with fibermesh OR 4"xV #10/10 WWM on L and Visqueen over PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASC£ 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 145 mph ultimate Mean Roof Height: II'-qq"Roof Pitch: 4.12 oor. Internal Pressure Coefficient: ±0.18 SubJectability to damage from. Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: V-4" Wind Speed: I65 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12G Adjustment factor for Exposure Height: ASD design SCANNEL) Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.0-32.6 pat BY Roof Zone: 2. +20.0-51.0 pat St. LucieCounty Roof Zone: 3. +2O1/-84.0 psP Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Preswre (NET) Wall Zone: 4. +35.8/-38.1 poll 0 = Roof Zone 1 Wall Zone: S. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ®= Roof Zone 2 Walla Zone 5 Are Components an Cladding Det� Provided?Yes END ZONE Minimum Sal Bearing Pressure: 2S00 psi, Presumptive: X By Test: psi liqlill SEE RODUCT APPROVAL FOR IMPACT P O ECTION F R O E INGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 poll ROOF DEAD LOAD: 10 pat /167 FLOOR LIVE LOAD: �- pat FLOOR DEAD LOAD: 1O sf 19�_ _J clean compacted termite treated fill Interior Non -Searing Partition J.0 1 SLANDIA l.ANir nta JOB ADDRESS: Braden it Braden AIA, FA lUMODEL- Date Drawn Revisions Sheet Comm # Ar hitects - Planners ynne Building Corp. Grr. 5-24-18 ,41 S.E. Coconut Avenue THE STERLING P�£� Drawn by: 1. 16 - 3 O 1 T I (712) 287-8258 C.C.U. II : (112) 281-8283 RIGHT FILE COPY B E-m mil: bradenala�comcast.net Spanish Lakes Checked by: St Stuart 3499G #AAC000032 . Lucie County Florida D.R.B. OF 5 rFLOOR PLAN CRASH POST DETAIL REA CALCULATIONS 2" l0'-0" I " 10'-0" 14'-0" TYPICAL NOTES: SCALE 114" = I'-O" N.T.S. Living A/C = 1,414 sq. ft. I. Contractor to verifyALL notes and dimensions prior to steel high by 4" diameter Front Porch = 1�3 sq. ft" p steel crash post. Floor proceeding with work. Flange with 4 - 3/8" Rear Porch = 116 sq. ft. Opt. PATIO/SLAB ex anslon bolts Into arage = 321 sq. f t. 2. Contractor to STRICTLY enforce ALL OSHA Requirements, slab (3/8"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have To al Under Roof= 2,124 sq. ft. a minimum 1,400 P.S.I. fiber stress. ` 4. No dissimilar metals to touch. 2" 2'r,° To al Cubic Ft = 11,792 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �" I 2" VTR ALL Concrete used for vertical filled cells, cont. tie beams etc., to ° EGRESS O O shall be 3,000 P.S.I. concrete and/or 4,000 P.S.f. grout mix '3/e" 2i/," block x rz" Concrete column 6. Drywall at ceilings shall be leveled and attached to bottom chord 4" 2 �" I m i block filled with concrete and of trusses with screws per FBC R102.3.5. o O 1 (2) lintels above bare vert. tied Into 1. ALL wood in contact with concrete shall be pressure treated. 1 1 Covered Porch ° 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. '�' � vTR O 9. ALL plumbing fixtures to be low flow. Masterr' I If 10. Contractor to Provide Drain at water heater in accordance Bath ka 00 ° O ° O DOwith the current edition of the Florida Plumbing Code. ° 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2" 2,, n MASTER ° lm handicap accessibility requirements. �" r," VTR °BEDj�•�•QQM u12. Lowest finished floor to be set b Governin Buildin De artment '-o°to 9'-8" A.F.F. W "mBa u-y g p JIL Vault d Ceiling 8' lat A.F.F. '+ F oasurveyor to set in field. IFlat Cedmg xv) 13. Separation between residence and garage shall be per FBC R302.6 ��i G EAT C9 14. Door between garage and residence shall be I-3/4"t 20 min. rated door iOOMWater Heater I 115. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 . 116. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 I Rod Shelf11. All exposed attic insulation materials installed on attic floors shall have a critical radiant i" x 4" P.T. Buck nailed to Masonry Beam -flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails we. �" 4'-0"rior to door attachment materials exposed on the underside of the roof deck or on the attic walls shall comply p saw. a I amity to be H B with F.B.C. R316 - see permit info box of code edition :.:....:.....:.::, 3 "r `� I - v Y, high 18. Gyy sum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931 :°; ''';- ':` :;, n 8'-O" to 9'-8"A.F.F. 2" x L" knee -wall I ° C40, C1002, C104-f,C11-17, C1118, C12-18, C1395, or C1396 and shall be installed C.O. Te Septic Vaulted Ceiht� below counter top ge 1 Mrr according tothe following: (FBC R-102.3.5) L SET ° IN RISER DfNIN4 1 Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for g p installation of drywall into Spacing Maximum wood framingmembers 2" x min. thickness Nails Screws Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8' long with 19/64' head 0.098" diameter x 1 1/4" long annular -ringed or 5d coder nail /2 Walls Either 1L" 8" IL" 0.080" dia. x 1 5/8" long with Direction 15/64" head OR Ggpsum board nail 0.080 dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 1„ 12" 13ga 1 5/8" long with 19/L4" head 0.098" diameter x 13/8" Iong annular -ringed or 4d coder nail If e Walls Either „ IG 8 " IL" 0.092" dia. xx I 1/8" long with Direction 1/4" head OR Gypsum board mail 0.0915" dia. x 11/8" with 19/G4" head. PLUM�3 _ Install SGD thru buck into u O 0 ROOM �a .e all Rod Shelf ASINET LINEN block with 3/I4" tap -con with I s r O I O G 1 1/2" penetration at 4" o.c. max. I mob i "---� r from each corner and 20." o.c. max ° �' \°jam _If thereafter at head per product approval ® - a i \ I s I" x " P.T. Buck nailed to O Vanity to be 1 i ° B A T ° O bloc with case hardened nails ' 34 Yz high H Head prior to door attachment O 13'-03/�" I 9Y," (41") ° i OLn High Wall , KIITCHEN= fixed door '%':`:d::;;. iv hu 1_1 Vent ryer - J iv throug wall Over ang 8'-0" A.F.F. i Use 3/I4" tap -con with sliding door :�;<;::;;��, - '` Flat Ceding 1 1/2" penetration at L" o.c. max. ° from each corner and 20" o.c. max n Masonry W II ^: H _ 4'-I" 10` thereafter at sill per product a prove! „• _ I i/2" r+ Upper cabinets to � 17'O 10' 2" 4" O" extend over ef. iy Bottom Track Typical Flooring 1 cv I " fillervt Sill Install SGD thru ck into u' BATH _ a 4'-O" block with 3/I6" t ip-con with - v - ap"" Z I 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, S l l d I n g D OOr D et a l l From penetration at L" o.c. max. ° A108.1, All8.i, A118.3, A136.1 and A13�.1 from each corner nil 20." max Rod i SheIF thereafter at Jam per product approval t+ 18 c`ry 1 -n 6a mwlauon ° A/C O 20. Cement, fiber -cement or glass mat gypsum backers In accordance with ASTM At Masonry Wall NTS ;�, _ J 4") steel Ballard C1288, C1325, OR C11�8 and Installed I.A.W. manufacturers recommendations shall i F L I lu I ee ciao an this shoat #I be used as backer for the wall the in tub areas and wall panels in shower areas. I I r y� III W I 1 I d O W S e h d u l 1 -L 11 r " 1 Provide auto 22 x S4 21. Insulation includingfacings such as retarders or vapor permeable members Installed O I Attic Access I closer O within floor-ceilinassemblies, roof -ceiling assemblies, wll, crawl spaces and attics PRESSURE ZONE q�- e'-a' A.F.F. a with I' - a c Flat Ceiling - - 22" L - - - - - shall have a flame spread Index not to exceed 25 with an accompanying smoke Mark Size Rough Open. Window Description U U - developed index not to exceed 450 when tested In accordance with ASTM E 84. 1. 4'-5Ya"x 5'-3ia" 54ka"x L3i/," Single Hung ZONE 4 f- In • 13'-G" m L'- LA - 4 m 15Panel P Meter Insulation shall comply with F.B.C. R316, 2. C-2Ya"x 5'-3%s" 15" x L3%;' Single Hung ZONE 4 u m SECOND 3. 2'-2" x V-2 1/2" 21%2"x 38 is" Single Hung ZONE 4 N BEDROOM E GRESS RG Y GARAGE NN Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 4. 4'-5Ya"x 4'-2%" 54%s"x 54�e° Single Hung ZONE 4 ° O T DO 8'-4" A.F.F. O O 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" ° Flat Ceiling if wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. a side laps and L" end ALL Windows t0 be aluminum windows w/ tint 0 - laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails and mullions per elevations. s aced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach p dpeck to trusses using attachment detail on this sheet ALL windows t0 withstand pressures In permit info b0 On Sheet I p EGRESS r-----------------i O ALL windows in bathrooms to be tempered Block wall in I i All rough opening dimensions to be verified by contra for ° M ° garage to be 1 `� with manufacturers specs prior to construction I struck block 1 Simpson HETA 20 or equal 12" x 12" concrete column block filled CC VER D I 1 hurricane anchor at each truss 12 with (10) 10d x 1 1/2" nails PRE-ENGINEERED TRUSSES ��-•�) �` I I o l 24" o.c.) su portrn Max. �•✓ loof S c h d ui a with concreteintodlintela#above v rt. tied ORC ISlo1bs. uplift g 1 F at 24 o.c. TYPICAL a L" IT-4" T- 21 (shop drawings by manufacturer) DO rI I Mark Size Rough Opening Door [Description PRESSURE ZONE A q'-O" X �'-O" 108" x 84" Overhead Garage Door zoxE 4 N ° ° O ° ° R-30 blown fiberglass „ a „ ° Aluminum Drip �� in bottom chord of trusses B 3'-O" X L'-8" 41 /, x 83/, Fiber lass Panel - Inswing ZONE 4 Edge i Fascia 9 9 4'-4" 5'-2' 2'-e" 2'-8" 3'-5" 9'-0" 3'-5" < 1/2" drywall with smooth finish C C-O" X 11 14" x 81 %s" of K Sliding Glass Door ZONE 4 2" x L" Sub -Fascia Two rows of beam block filled with concrete " 5'-4" 01, 15'-ID" and (U 05 bar Cont. in each row. Substitute D 2'-0" X 6'-8" Solid Core - Wood - L-Panel -Bi•-Fold Fin hed 24 x 81 /2 Kaycan full c vent vinyl aoffm installed precast lintel filled with concrete and (1) #5 using 1/8' dia shank x 1.5' long gaiv. bar cont. for bottom row over openings E 2'-4" X C-8" Solid Core - Wood - L-Panel 36 - rooting nails with 3/8' die. head per product approval - ace chart sheet #1 1/2" drgwall over IN x furrin F 5'-O" X L'-8" Solid Core - Wood - L-Panel - Bi-Fold strips at IL" o.c. with R4.1 ?,-Foil Insulation on tgprcal 8" Block walla G 2'-8" x 6'-8" x I s/," Solid Core Woad, Steel, or Masonite Door 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertainingg ASTM codes. H 2'-8" X 4'-8" Solid Core - Wood - L-Panel block construction M Mortar to be Type "M" oniy proportioned per FBC R601.1 Install windows thru buck into and Mortar Jonts shall comply with FBC RL01.2.1. J 2'-L" X L'-8" Solid Core - Wood - L-Panel - Bi-Fold block with 3/10 tap -con with Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 1 1/2" penetration at G" o.c. max. Attach buck to block wall with K 2'-8" X L'-8" Solid Core -wood - L-Panel - Br -Fold From each corner and 20." o.c. max 1/4" die. Elco cone screws with min. #5 bar vert. w/ thereafter at .lambs and 20" o.c. max. 1 1/4" penetration at 12' o.c. max 30" overlap Fill tail with concrete and ,_ „ a Exterior face at head and sill per product approval and 4" max from each corner thru at each filled cell (U #5 bar vert. (t ical). I 6 X L -8 BI-FOLD 2" x G" PT Buck 9P 7"lock x 4" P7 Exterior face Max spacing shall not exceed of wall 4e" winless otherwise noted ALL Exterior doors to withstand pressures stated in permit info Wood see foundation plan notes for box on sheet #I Base 7LOerica spacing at openings ED 4" concrete slab with frbermesh OR GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORMA SHALL 11 #10/10 WWM on L mil Visqueen over WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX O SHEET #1 Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru Jamb into buck clean compacted termite treated fill case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and ' All rough opening dimensions t0 be verified by contr for Detail at Windows Prior to window attachment INSTALLATONRIOR TO BUCK Detall at Door prior to door attachment Grade t L.i ,.., ,_ .............. with manufacturer s specs prior to construction NTS NTS - =111 Date Drawn Revisions Sheet Comm # 1�I=IIII _ -III IIIIE IIII- Braden Braden ,41,4, ',4 Wynne Building Corp. 5_24_18 REVIEWED FOR I 11 I II EE I I=_II I III - 111111 Ar hitects - Planners 1111 14" x 14" Concrete foaLin�a •41 S.E. Coconut Avenue �• S T L I i� C.rt REAR Drawn by: CODE COMPLIANCE 14" with (2) #5 bars cunt. an #6 T I (7�2) 287-8258 PORCH LUCIE COUNTY 16-301 TYPICAL SECTION transverse bars at 48" o.c. C. C. U. ST• Pa (712) 28"I-8283 RIGHT gOCC � E-m III: bradenaia9comcast.net Spanish Lakes Checked by: Scale I/2" = I'-O" Stuart 34996 #AAC000032 St. Lucie County Florida D.R.B. OF 5 sTlzucTurttell,AL_ >� I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (iF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9• DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 BE 3000 PSI OR 4.000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 4 MIL. V►SQUEEN WITHIN 24 HOURS. No SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10• ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-14, E 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 4X4 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 4 MIL. POLYETHYLENE VAPOR ON BARRIER TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 5%E DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRE MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BE FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF 12. CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15 ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. l• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL B PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATION FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New notation and dimensions before starting construction. Construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision Soil treatment used for subterranean termite after a inside the foundation perimeter shall be done after all all '4. Verify all recess thickness at showers, tile, etc.,.. excavation, backfilling and compaction is complete. S. Contractor to provide filled cell with concrete and I US bar vert. at -48" If soil area is disturbed after initial chemical soil treatment o.c. max. Provide (1) filled cell on each side of Openings upp to S'—II" Wide. area shall be re -treated with a chemical soil treatment Provide (2) filled cells on each side of openings from 6'—O" to cl'—I1" including spaces boxed or framed. and Provide (3) filled cells on each side of openings from 10'-O" and up Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation Walls established bg the Florida Department of Agriculture and shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. 6. Contractor to provide for Form Board Survey — Form Board Survey Protective sleeves around metallic piping penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not Be of cellulose 1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of a copy of sort test to architect for review prior to construction termicide in annular space between sleeve and pipe. 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert, w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one 95 bar continuous VY4" #I0/10 WWM on IO mil Vrsqueen over clean compacted termite treated fill ° 4" concrete slab with fibermesh OR GRADE vxC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill — Grade Ilii II— NAIL I, ;...:; ":=•.::. ::.,.".:':r..•.::.,-:'... -i ii W E RC POH SLAB EDGE DETAIL 14% x 14"d concrete monolithic footing with (2) #5 bars cont. SCALE 1/2" = 1'-0" 14" 95 bar Vert. w/ TYPICAL FOOTING DETAIL 30" overlap SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL -,,,-SECTIONS 4" concrete slab with fibermesh OR Ad, curb heightFilled Cell Masonry Column Wi h One CxC 410/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermeah OR #5 From Footing To Tie B am clean compacted termite treated fill slope. JjJVx6" #10/10 WWM on 10 mil Visqueen over Conc. Fill To Be 3000 SI #5 bar cunt. 45 bar in curb\x T clean compacted termite treated fill See Floor Plan For Loeati O'-o" a P.P. Step per Grade ;.a foundation plan = `r' •;' ,.. O ITr"` III ~' d0 Sin le i illed Cell Col Filled mn 10" (2) #5 bars cont. bottom steel 14% x 14"d concrete monolithic ITS footing with (2) #5 bars cost. 12" 14" v 2" 10'-O" 12" 14'-0„ — — — 10'-O' — — — I � I I � I 10pt. PATIO/SL.Atp M. Is FI I i I - os Rear Patio/Slab r I 11 to be poured separate I I F4 1L from the house slab. a ° O I J 4 Thicken footingg to N 24"w x 14"d x 24"L I FI L 7 under filled cells - ° under girder bearing. I °a o 0 00 a ° ° I N I ° r Rear Patio/Slab to I E be flush with bottom of - FI sliding door recess. I U z Slope 1/2" - vvCL _ Iro —a I I ~ LQ LL I I -i I I I of FI I o I I I e I Vanitg to be I 4" concrete slab with fibermesh OR 3'4 igl O I H B CxC UIOAO WWM on 6 mil Visqueen over �1 I clean compacted termite treated fill D I °I I° I I F I f- L ° _a Ln °I I° I I I O O a I f r - - 4"4 steel Bollard W_/ I efilled Concrete ° 1 w/ 1 g* I I 5 �=°p IO V �°13. I FI I I mNE I r LLN I I I ,J ? a� ! E� I L I I1 _ N .� ry _ re i CD e I O ° ---_—_ o I If _—_—_00 T ° ° 1]o O I I I I 1 I ,1' q� U I QI yr UJ wxc; v` I LU X I° p O in fin r Recessfor c_v 0� — — — — — — — — ° I — —4 — �� ° Ga age ° J �O , 12" x 12" concrete column block filled wi h concrete and (2) #1 bars vert. tied into lintels above 3'-5" 9'-01, W-6" 3'-4" 5'-4" t 2 DETAIL AT GARAGE STEPDOWN Filled Cell Masonry Column Will One SCALE 1/2" = 1'-0"GARAGE CURB DETAIL nFSConc. #5 From Footing Fill To Be To Beam 3000 P ach. 31 I 12' x 12" concrete column SCALE 1/2" = 1'-0" See Floor Plan For Locatio block filled with concrete and (2) #1 bars wart. tied into hotels above Verify house slab height in field Top of Tooter Y s I6 below finished floor •r,. ic" r r .. _� Ili .�t, i^a'--;ti• Double Filled Cell Co umn TS FOOTING SCHEDULE Mark Size peso Iron FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS Q 30" x 30" x 1601) COLUMN FOOTING WITH (4) #5 BARS EACH WAY F® 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' 30"x30"xl6" concrete 2" x L" PT wood secured with III I�III column footing with (4) 3/8"dia. x 6" anchor bolt at 18" o.c. Braden Braden AIA, FA nne Budding Corp.ate Drawn Revisions FOR Sheet #5 bars each way overhead door track secured to wood Ar hitects -Planners — 9 P 5-24-18 REVIEWED Comm # jamb per manufacturer's product approval 3O" Garage Door Jamb Detail B4 S.E. Coconut Avenue THE STERLING PORCH Drawn by: CODE COMPLIUNTY T : (112) 281-8258 C.C.U. ST.LUCI►ECO 16-301 GARAGE DOOR TO WITHSTAND PRESSURES STATED Fa : (112) 281-8283 RIGHT 3 COLUMN FOOTING DETAIL IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT NTS E-m il: bradenaiaecomcast.net Spanish Lakes Checked by: BOCC SCALE 1/2" = 1'-O" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Stuart F 34994 UAAC000032 St. Lucie County Florida D.R.B. OF 5 Provide #5 bare with min. 48 bar diameters overlap Into beam. Tie Provide #5 bar act in pre -cast ROOFSHEETING filled cell steel Into continuous beam block steel. lintel Into beam where length of the opening calls for it. Simpson HETA 20 Strap truss to wall using Simpson MGT with Provide Cast- rote s. 8US-OB/OT recast lintel set in mortar Mmi_earin - ... KellArea Edge Field Fastener --IT— Pre re Zone I 1 4,, 8d ring shank 45 psf Zone 2 -411 6" 8d ringshank 16 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf Provide PT Buck attached per �emb details into filled cel it:T,1 4" Pre-castBill r;., 1;111l,I t .I Cr,. •I F;..4� - hurricane anchor at each truss 5/8' dia. threaded rod with min 12" embedment ( 24" o.c.) supporting Max. pp g into (22) beam 10d either wet set or in epoxy with nails into truss. Add blocking to 1810 lbs. uplift ETA 20 truss leg per detail on this sheet Poured Filled Call O Provide U5 bare with min. 48 bar diameters overlap in Pilled call. Tie Pilled call steel into continuous rooter steel. U.I ** Use nails or s(;rews based on Ares ure for roof stated I Scale: 1/2" = I'-0" in permit info box on these plans or zone 3 CBS WALL 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. 111 Verify with Plan v Install Simpson MGT into wall using =3 Concrete 12 "x 125/8" dia. threaded rod set min. 12" Q+' Lintel Column Block into wet beam and (22) IOd nails into truss QL U _r E # (J[ :3) Rebar -"` 111 U-" Rebar 48 Bar Dia. LU O O Min. Overlap TRUSS BLOCKING DETAIL Q Column to Lintel Attachment AT GIRDER STRAPPING w AT CENTER BEARING POINT LU NTS who 1/8" thick light textured stucco installed per V ASTM C 924 over ASTM D type 2 paper backed LL a wire lath Walled to2 substrate through one layer of — ASTM D Type 2 felt paper using ed Halls. Substrata to be 19/3� CDX Plywood nailed in 6" ods in field and edges with IOd nag shank nails into studs. "�..., Mark Size and Description Aluminum Drip Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 Edge t Fascia Two rows of beam block filled with concrete and 1 #5 bar 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 BI continuous in each row. Hook vert. bar over top bar with �' #5 90° bend bar with a 10" min. la at to bar. (type 2) 30 lb felt underlayment installed with min. 4 aide laps and L" end p p laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Flash and Counter Brace Gable end s aced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach flash Brace Gable end with 2" x le and #2 min. dpeck to trusses using attachment detail on this sheet with 2" x 4" SYP #2 Oft back nailed to bottom Nail ledger to 8ft back nailed to bottom of top chords using (2) IOd Additional Precast Lintel ❑ n " gable end truss of top chords using (2) IOd nails at each truss #5 bars Lintel Bar Clear A B with 12) IOd ds nails at each truss Len th Len th S an Bars Bars at each web 1 ':M: • ' I 1 I 1 1 21-101, 2'-8" 1'-V 2,43 none 1 ' •i" 1 1 1 1 1 31-4" 3'-4" 2'-2" 2,#3 none BFe-OBAT BF8-IBAT 8P8-IB/2T 12 Additional 4'-O" 3'-10" 2'-8" 2,#3 none Simpson HETA 20 a equal 4 PRE-EN44"o.c. Y WOOD TRUSSES £ #5 bars hurricane anchor et each truss s 24"o.c. TYPICAL CLEAR �;.;, •, - 41-6" 4'-4" 3'-2" 2,43 none with (10) IOd x 1 1/2' nails no Row of "H" ;:`% _"': ( 24" o.c.) supportmg Max. p 9 y 810lbs. uplift ( shop drawings b manufacturer ) L•'.;,,t Block Above 5'-4" 5'2" 4'-0" 2,43 none y h:: -10" 5'-81, 4'-C 2,#4 none r ' , ! ,f'• y Precast Lintel N 1 ' 6'-6" 6'-4" 5'-4" 2,#4 none Aluminum Drip p R-30 ble n fiberglass 1 , Additional � P1/2m in bottom Nord of trusses Q Is.---- i #5 bars �� Edge l Fascia attached hed stucco nt 3and vertical lath F. �'-O" 6'-21, 2 u5 none attached to horizontal and vertical good ; 12 framing with Wads ar eteples to provide - I/2' drywall with smooth finish LU BFIL-IB/IT BFI6-IB/2T no lea than 1-3/4" penetration into 2' x L' Sub-Fasci = 8'-4" l'-10" 7'-O" 2,#5 none into Her wood framing and 3/4" penetration Two rows f beam block filled With concrete NOTES: into vertices wood framing member. and (1) #5 bar cont. in each row. Substitute I. min. coverage of steel=l.5" 2. min. bearing required 9 on, end=8" ALL reinforcing steel is grade 60. Kaycan full o vent vinyl soffit metalled precast . el filled with concrete ands #5 3. standard for remf. steel=ASTM A4I5 using 1/8' dia shank x I5' long gals. her coat. r bottom raw over openings TYPICAL LINTEL SECTION roofing nails with 3/8' da. t s per " Product approval -ass chart ,heat #I " I/2 drgw II over I x furringg ( PRECAST CONCRETE) 5/8 thick light textured strips ai " o.c. with II rrfod stucco on typical concrete " 12' X 12' concrete column block construction insulation n typical 8 Block walls o LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of 'H" Block Above " " Bottom Steel Size Top 8tael Size Max. Gravitg Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load fPLF) L22 2'-2' V-6' 8F8-OB/IT I #5 30119 1569 1024 L31 2'-L' 3 _8• 4'-0' BF8-OBAT 1 45 25LI 1363 113 L46 4'-6' S'-10" 8FB-OBAT 1 #5 1105 909 339 LBO 5'-O' L'-0 8P8-OB/IT 1 #5 1238 836 121 LLO L'-8" T-L" 8F8-OB/IT 1 85 1011 121 534 LBO 8' O" 9' 4' Or-IB/2T I #5 2 #5 152 591 512 L90 T-0' 10'-L' are-IS/2T 1 #5 2 #5 443 530 401 L90B 9'-0' 10'-6' BFIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-O' ll'-4' 8F8-IB/2T I #5 2 85 582 494 452 LIOOB 10'-0" II'-4' BPIL-11I ONE 1 #5 2 U5 13LL 1028 452 L120 12'-0' 13'-4" 8FB-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0' 13'-4" 8FIL-IB/2T ONE 1 #5 2 #5 10-15 '110 324 L140 14'-0' 15'-4" 8FIL-IB/2T ONE I U6 2 #5 1250 L09 259 LILo IL'-O' IT-4" 8F8-IB/2T I #5 2 #5 Soo 192 M4 LILOB W-0" IT-4" BPIL-IB/2T ONE 1 #5 2 #5 960 60o M4 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. H N N � X � o r all N H�oa a a �t N N U N� p� E _ co 174 r Q �c 0 Q N 0 op N U .n v to block filled with concrete Vanes -see Ian All drgwal to a installed per FBC R102.3.1 riA (2) #1 b t t d p T and shell eet all ertainin ASTM codes 9\\",WE1E1E1,M1r 1EN 1- IWas s et7a roofing attached to plilwood deck using #9 x 1.5" IN Mal I �i�l■I■lil■lil��i�� rto lintels above or&ver a #5 bar Vert. w/ m Mortar to be Type "M' ont proportioned bar FBC RL01.1 ETA 20 30" overlap and Mort pants shall comply with FBC RLOl.2.l. thicken edge to B"xB' P Provide ur-O-Rock at all wet areas (ex. showers, tubs etc...) with concrete and at each filled cell one #5 bar continuous BEYOND Fill call wi h concrete and ROOF FLAN Rear Patio/Slab to (D #5 bar wart. (typicaU. be flush with bottom of Max. spaci g shall not exceed 48" unless otherwise noted sliding door recess. W°� see found i°^ plan notes far - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET Top of Tooter Base spacing at openings IL" below finished floor - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6. Step per foundation plan 4" conic etc slab with fibermesh OR L"A' #10/ WWM on to mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER Slope per foundation plan clean c pacted termite (treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T H E :::>::.,�.:-:-:•:::,...;; �:- <�;�:_:.�.;..:_....,:>.::.,,,....,.:::.,:.:. .._ _ _ RIOR TO STARTING CONSTRUCTION _ _ _ __ _ _ ARCHITECT FOR APPROVAL IN WRITING P _ — II-1111—III-1 1111=(III-1111=(III=1111 I=1111 �IIII i ,(III— - ALL TRUSS TO TRUSS CONNECTIONS BY (III-(III-111 (III(III(III(III=(III=(III—(III III ��I ,III TRUSS MANUFACTURER —(III=(III=(III I II�III�II , , I1 1111 (III 1111 ��I�III 1=1 TTCHITECT TO CO CONSTRUCTION REVIEW FOR LAYOUT AND PRIORNGS P FT VERIFI CATION ICATION -1�11„"IIIII„ Il� n11-1111 1111 Tgpical Section at Fr rt Forch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE " = " FORM BOARD SURVEY TO TRUSS COMPANY UJRIOR TO TRUSS CONSTRUCTION Braden t Braden AIA, PFADate Drawn: Revisions: Sheet Comm # A chitects - Planners ynne Building Corp.Corp. 5-2'4-18 11 S.E. Coconut Avenue T H E STERLING REAR Drawn by: REVIEWED FOR I : (112) 281-8258 PORCH C.C.U. CODE COMPLIANCE 1�-301 1= x : (112) 281-8283 RIGHT B E- ail: bradenaia9comcast.net Spanish Lakes Checked by: ST. LUCIE COUNTY Stuart L 3"4994 UAAC000032 St. Lucie County Florida Ld.M.B. 0OCC OF 5 PANEL "A„ Poles BR Load I Wire Description circ# circ# Description Wire Load BR Pdes 2 40 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4kw#12 40 gal. water HTR 5 4 Range #6 12.0 kw 50 2 l a 1 20 Pump 9 10 Dr er #10 5.0 Its 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher *12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 I6 Refrigerator #12 1.2 kw 20 1 1 20 1.6 kw #12 Kitchen S.A.C. Il I8 Recepts #12 - 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Reeepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 ke 212 Garage Dow Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 21, Recepts #12 20 1 1 20 1.92 Its #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 24 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 % Bathroom GFI #12 20 I f 20 #12 smoke Detectors 3-1 30General Lighting #12 20 1 I 20 #12 Bathroom GIN 39 40 General Lighting #12 20 1 spare 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General Lighting .(3. watts sq. ft:) . . .. ......... ..... .... Small, Appliance, Circuit(s),,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,, ,Range...... .. ................ .................. ............ .Refrigerator.................................................. Microwa......... . , ......ve ........................................... Dish .Washer ................................................... Clothes, .Washer ............................................... Clothes,.Dryer.......................... ...................... Heater ...Water.............................................................. Water. Pump ............. . .................................... Garage. Door .Opener ........................................ 1135 3 5,205 2 1,500 3.000 1 12,000 12,000 1 1.200 1,200 1500 1 1500 1 1,200 1,200 1200 1 1200 1 5,000 5.000 1 4 500 41500 1 1,800 1.800 1 810 810 Total Watts 3-1,415 First 10000 Watts e100% 1 10,000 10.000 Remainder 21.415 e40% 1 O 10.96L. Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30.9LL Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electric,al S mbol Leend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed PB Push Button switch Exhaust Fan Duplex Outlet Gelling Mounted Light Special Receptacle 0- Wall Mounted Light F Waterproofgroup fault circuit terrupter w Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector 412 Flood Light TU Thermostat m Electrical Panel ® Central Vac g Electrical Meter ® Smoke Detector Ceding fan © Television Jack Telephone Jack A sc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light saiaz speaker Hook -Up El Intercom = JUNCTION BOX TO SUPPORT A FAN tit = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. F. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. -1. Recessed cans to be installed per NFPA requirements. S. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refri erant lines that are run thru slabs must be sleeved in AVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fulig operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancg, or one gear from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. Opt. PATIO/SLAB 149 CFM loxlox6 Covered Porch M STE B DRO M GkEAT 1�y00M 144 CFm I IOx10xL 12x12xIO Center Reglstaa��rra B/A 208 CFM on ceiling ►6n 208 CFM IOxlOxl OxlOx7 s!� e 12x1&dO l2" DINING ROOM H.B. Vent _ti1rU--- _ _- 18x44�x4/ Soffit F3ATM 144 CFM IOx6x6 SECOND BEDROOM 12x12x8 I i B/A il- if COVERED PORCH MECH4NICAL LAYOUT scnLe. 1/9, - r-o,. 11. It is not the intent of these plans to show everg minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 ( MM 22" x 54" Attic Access with light I G AR,AG r------------- I I I I I #2/0 Aluminum feed 1'h" Conduit -� 2"PVC (PIP 2" rigid service FPL , S1 150 Amp Panel A/C due. wire r in slab ELECTRICAL, RISER - Contractor shall use AL-CU anding lugs_ NTS - Contractor shall torque. lugs I W.. prior to -- Vent-t# f:I Soffit eter H.B. Exhaust Duct Thru Soffit - Wire For Front Post Light Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wail Install oulet under disc. L shown for clarity ELECTRICAL PLAN 6'-3" 017-,Post Light with I Photo cell SCALE: 1 /4" = I'-011 c Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14,16 sq. ft. required Provide A Continuous Vented Soffit Braden It Braden AI,A, FA nne BuildingCOr Date Drawn Revisions Sheet Comm # Airhitects - Planners -� p' 5-24-18 REVIEWED FOR Z S.E. Coconut Avenue T H S �' R L I REAR Drawn b: CODE COMPLIANCE T I : (112) 281-8258 PORCH g 1�-301 F (712) 281-8283 RIGHT C.C.U. ST. LUCIE COUNTY tB E-m : bradenaia0comcast.net Spanish Lakes Checked by: BOCC j R fiiArr_ 11,4019G #AAt^-000 12 St. Lucie County Florida D.R.B. OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE Ai IF MULTIPLE PLY. Carrying Girder For Truss to Truss TNalls Connections see hanger/connectorbe as de tabs oschedule in engineeringe nails. package. Carried Truss SEAT PLATES BY CHAMBERS upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCES FULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL ARRANGE WITH CRANE OPERATOR IN ADVANCE OR A SPREADER BAR OF 18'- 24' IN LENGTH Do not stand on trusses until they are braced per BCSI properly nailed to straps & hangers P, --- - SPACING MOTE ALL TRU55E5 ARE TC BE SET AT 2'-O: ON GEt rER EXCEPT AS NOTD AI F2 HAIV f>LEFR NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER AIC REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. All load bea ing walls, headers, beams & lint Is must be in place at indicated ight before trusses ar installed. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 14' 22' 22' 14' I I I I I I �y®I©IMIMI®��1��//I®IMI�®/�/�Iy®I�MI/MI�®®I�Mimi IWit111i/��I/H//%17�I r//OAI // ea,I %/Ia/ul •��-�P1IN Said I IPA IN I WOWS, I NN PAP I 1,01 INVERTED%rWEBS e.■ e• .•. .• •' Iy �1 i — i ,_ j ° • ••/II�1�I�1�11�%II�I�11■�I�I�I�I�I\ r : - �� r _ ®R I® r/�i NO II%/////.IWl421powolI IMIMIMIMIMIMIMIMIMI■BI ..I�I�I�I�I®I� I I I I I 15'-10" 5'4- T-4" 11'-6" GARAGE LEFT Mimi= 111111i\\\\\�I�� INVERTED'V" WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U v aoa�a_ pal ®I�I�I�I�I�I�I■Blf� iNXWXN \�NNi\\NIIk 011 SIEMENS !Vb I I I I I I I 01 mg ll, I.\N Al l A5 A5 A5 A5 A5 A5 , ATA ATA ATA ATA ATA ATA ATA ATB ATC BHA d Fn ABRICATION AGREEMENT USSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED 8 RETURNED rops legal description of the property where the busses will be Installed IS: underslgnad acknowledges end agrees: h hlaeee wll be made (his(use placement dlegrem layout, h is the sole euthoflry for detelminingsuccesfultabdcallon oftheWest• NI dlmensfone In this layout have beenvedkedby thundesignedUnless written notice Isprovided by certiaed mall to ChambersTNas within ten0 of delivery the untlerslgned agrees that no backcheryes will ba allowad..ln theawrfltan notice la /u 01 Chambers Trues shall havethree(3)bu rasa days in which in re I re re uI e Pa red or 9 to sub aUM eoN etru exec et C hamb a ere o' ��((Th underel nad ti8n.Dean y ls to Job sit" I Is viebuyers�re pone b ty to meka theeJobs a aulteble for ry, Chambers Tlusa has the sole authority todetenolne the suitability of the Jab all,ran of the Job site for dakvery, Chambers 7ruse willbeeponelbls for dump tlellvery only, soauuym le reeponelbls for addlUonel delhrery expenses U Chambers Truss has to redeliver Ie lob eke Is not hemrepafor delivery or buyerIsnot prepared for delvery of truaaear le reeponelbls to Chambers Trues for towing coats due to she conditions S. Price as shown Iq paragraph 7 below Is Subject to change merry changes are. made In this, layout A j per hour fee for revlslona may be charged by Chambers Ttusa, . 7. This Is a PURCHASE ORDER to Chambers, Truea of the sum agreed to, or If na; agreement a reasonable price, Invoice will be made on delivery and paid within terms of n 4L on delivery. Invoice may be made at Scheduled data of. delivery If buyer cannot accepi delivery of fabricated busses. The undersigned agrees to pay Chambers, TNss reasonable attomeya fee for collections In event of Payment not timely made. 1-1/2%{ charge wI0 be added for all sums not paid wlthln termsservJce per month II • S. Signature or Initials anywhere on this sheet mnstliutes agreement to all terms herein. w 9, In consideration of Chambers Tmas extending a for ails material the undersigned unndttlonalty guarantees payment when due Of arry and all Indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such Indebtedness Including •homey$ fees, If default In payment for material be made by the rediclent.- 10. In the event of any litigation concerning this agreement, the Items furnished hereunder i I or payments referred to herein, the, parties Ogres that the sole venue for any such action will be Saint idols County, Florida. 11. Design reaponslbllNlea are par'Nationel Standard And RecOmmended-Guidelines On Responsibiatlas For Construction Using Metal Plate ANSI/TPIANTCA4-2002•- Connected Wood Trusses DATED . SIGNED FOR -'-- TITLE_^ � ..... . Aspreaderbarmaybe"a"per"ecsi 1-or4op,aysfrtl7dellvery ge, Multiple ply trusass must be fastened together peng before they are set, failure to do so can result In re. Temporary and permanent bracing are required anlife and property and Is the responsibility of the tru 'Study the contents of the Information packet Includery before setting trusses, Tmnw mustbeaetaW braced Pi*mign io RwentkimyS Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other co'ndentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES 01 ua oleander Avenue Fort Plercej Florida 34982-6423 800.551-5932 Fort Pierce 772.485-2012 Fax 771 465-8711 Vero Beach 772�568-2012 p Stuart f�'r7�72-2863302 shop drawinga .I approval is NOT a double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, an loading on structure from gravity an pli loads and their respec ' oC dns. Approved Bv: Daly 92.0/93.2 MITEK 4.2 _ DESIGN CRITERIA A.A. 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. 0 � I Top Chord Live 20 N , Top Chord Dead 7 4.2 I o I Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 o TOTAL Load 37 7.2 Duration Factor 1.25 w d 2 ' 3 Wind Speed 165mph y Top Chord C.B. Sheeting by builder. V Bottom Chord C.B. Sheeting by builder. LA Highest Mean Height 12'-0" v ~� Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 r[. U.L.=rCe3iramlrlQ used Load G.B.=GontinuouS Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Desi ner and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11412 w Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:11/14/16 Revised:10/23/18 v J FOR 1V-8" y T-4" y\ 54" 15'-10" a WYNNE DEVELOPMENT CORP —REVIEFOR 5 DESCRIPTION: CCOMPLIANCE GARAGE RIGHT SOLUCIE OUNTY ` STERLING BOCC PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 7& //0 10 J/s AL=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. For Truss to Truss Carrying Girder Connections see hanger/connectorTNadsbe as e to so schedule in engineeringe nails.e nails. package. Carried Truss SEAT PLATES BY CHAMBERS upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF V-0" ABOVE FINISHED FLOOR TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCES FULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. ARRANGE WITH CRANE OPERATOR IN ADVANCE OR A SPREADER BAR OF 18'- 24' IN LENGTH Do not stand on trusses until they are braced per BCSI properly nailed to straps & hangers 7 -r i� 17N I --- 5PAGING NXE ALL TRUSSES ARE TC BE SET AT 2'-D: ON CENTER EXCEPT AS NO AIR ILiF= NpTE UNLESS NOTED ELSEWH ERE ON THI S LAYOUT THE SE E TRUSSES ARE NOT DESIG NED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. All load bea ing walls, headers, beams & lint' Is must be in place at indicated eight before trusses A ar installed. Q J2 J2 GRA✓'9e 0 r "(-�P0 /qJ4I J4 J6 J6 A I Al 1 A2 I I 2.0 INT .00/ NT. A3 I I A4 I I A5 I A5 1 A5 I _ A5 I 1 13'-8" A5 1 AS I A5 ATA ATA ATA ATA INVERTED "V" WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U ATA j ATA % ATA ATB ATC r; BHA zo o io I —T I I -- ✓e J6 I I _ J6 J4 J4 J2 I N -, V � N -, cD -� aJ � W � to � m �I m � c0 � Da I � O) � cD I � aJ � � � � I I I I I 15'-10" 64" 3'4" GARAGE LEFT DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI NI=I= is Ml J2 J4 J6 It",, INVERTED'V" WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U I N=NIX\\`�i\\�01 &V \ ION 1p =I�y�� A21 A5 A5 A5 A5 1 A21 A5 A5 A5 A5 1 AS 1 A5 1 1 A5 ATA ATA ATA ATA ATA ATA ATA ATB ATC 4✓I9 BHA Ffobrkated ABRICATION AGREEMENT RU99E8 CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED a The legal dearaiption of the property where the tmsaee will be Installed Is: RETURNED e undersigned acknowledges end agrees: 1 Trusses will be made in etdct aaordance wth thle Was placement dlagram layout, ich is the Bole autholfty for detennlning.successful fabrication o! the truass3. a. 2.All dlmenebns fa Mce le layout have as va es:d bcorthler y the undersigned. sa written notice ovided ys ad the under p ed ag esythat no backlgtt, w16 be allowed.. Truss i the avant ch written notice Is ch tumishad Chambere Trues shall have three will business ..aye in which be tl� nre Inre u e red Pa q or ro tubatl e ofh ec tuJ W sees at Chambers . The undersigned acknowledges receipt of'BCSI 1-03"summery heat by TPI a WTCA , oeavery M to Job elte. It la the buyafs'responelblllty to make the Job she sutiable for lvary. Chambers Truss hec the sole authority to detennlna the sultabllhy of the Job she or a b Of the Job she far delivery. Chamber Truss will be responelble for dump dellvary only, buyer la reaponalble for additional delHsrx expnses g Chemben Trues has to redeliver auee job she la not prepared for dellvary or buyer le not prepared for dellvaryof Wesae, er le raponsibis to Chemben Trues for towing soots due to she conditions . Pike ea shown Iq paragraph 7 below la aub)ect to change If any chengee are, made Iri I ley Is a 860 per hour tee for revisions may be charged by Chamber Truss. : This is a PURCHASE ORDER to Chamben,Trss of the sum agreed to, or if na; ement a reasonable price, Invoice will be made on delivery and paid within terms of net elivery. Invoice may. be made at scheduled date of delivery If buyer cannot accept' delivery of fabrksted Wsses. The underelpned agrees to pay ChamberTNeareasonable ey's fee for collections In event of payment not timely made. 1.1/2 °h per month servJcee will be added for all sums not paid -within tens, Signature or Initials anywhere on this sheet oonstliutes agreement to all tense herein. In consideration of Chamber Trust extending credit for this material the underlgned j unconditionally guarantees payment when due of any and all Indebtedness owed to 'Chambers Truss by any entity receiving material and the undersigned agrees to pay such Indebtedness Including attorneys fees, B default In payment for material be made by the recipient. `•. this reement or peymenfa referred to heHlelntthe, part eslagree that the sole the venue kr any such action will be saint lose county, Fbrido. 11. Dealpn responslWlAlea are per `National Standard And Rocommended0uldellnee On Raeponslbltitles For CnsWctlon Ueing Metal Plate Connected Wood Trusses ANSI/TPIAM'CA4-20DP""� . DATED SIGNED FOR TITLE Aspeaderbarmaybe nlgt�ied per"BCSI Torto pevent itrzy& damage, Multiple ply tru$ ses 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 Ilia o and property and Is the responalblllty of the truss erector. Study the contents of the Information packet Included on delivery before settlng trusses. Trusses mu�beaeiarai braced perdeslgnio peverrtlnlurYBr dairtage. Trusses must be set plumb and square Do not"set bunks or stack of plywood, roofing material or any Other coYicentrated loads on trusses, this can cause collapse. DONOT SET TRUSSES USING THIS LAYOUT USE L------------- AYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plerce; Florida 34982.8423 CUU-551-5932 Fort Pierce 772-455-2012 Fax 772-465.8711 Vero Beach 772.568-2012 Stuart 772-2863302 ' "ar-� eu."•!n. ursaaa$taPrl7h1-CSi= Ei:'1r It's rc-presen'tattve's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field rneasurements and 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 respective ro at rats• APProved B\, Date: 92.0/93.2 MITEK 4.2 Braden E l3rade11 A. , - DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY in 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. 0 I Top Chord Live 20 a Top Chord Dead 7 4.2 10 o Bottom Chord Live 10 Non -Concurrent r1( o I Bottom Chord Dead 10 3 o TOTAL Load 37 7.2 w Duration Factor 1.25 w m Wind Speed 165mph Top Chord C.B. Sheeting by builder. V N Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" ~� Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.U.L.=Restraining Dead Load C.B.=Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildin Design— and/or En inter of Record. Chambers Truss Inc. Drawing Name: M11412 W Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:11/14/16 Revised:10/23/18 FOR 1 V-6" T-4" 514" 15'-10" REVIEWED FOR< WYNNE DEVELOPMENT CORP. CODE COMPLIANNNN DESCRIPTION: GARAGE RIGHT ST. LUCIE COON STERLING SOCC PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 76 //0 10 j/ 5 1 an Ap\-