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Home My WebLink AboutPLANSGulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 26 g a. 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 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 (type 2) 30 lb felt underlayment installed with min. 4' side laps and G" end 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Wood screws with self sealing washer at 12' o.c. max spacing over ASTM D spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end deck to trusses using attachment detail on this sheet laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced G 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 SLOP W-1" T.O.B. H. H. H 5/8" thick light textured Of Stucco on typical concrete ® a (� 5/8" thick x 8% cut block construction �� coral finished stucco bands 40'-0" — Finished Floor — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +4;: 7"1 Finish Columns with 5/8" thick x 8% cut Finish Columns with 5/8" thPlighttextured 5/8" thick cut coral RIGHT � L � Y A T I O 1\1 coral finished stucco bands 5/8" thick cut coral stucco on typical concrete finished stucco bands finished stucco bands block construction SCALE: 1/4" = I'—O" REAR E L E Y A T 1 O I ��I l E L E\ A T I I NOTES. SCALE: 1/4" = 1'-0" — Overhangs at 1' O" unless otherwise noted on Roof Plan — Roof pitch at -4 12 unless othemise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 An changes to th1S Ian shall b' Submitted to the architect 26 g 5v crimp metal roofing attached to plywood "deck using #q x 1.5" g p' 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 f or approval in w l t i n g prior to starting construction. laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 I Window II spaced . o.c. at all laps and two staggered rows 12" o.c. in Pleld_ Attach 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5 — Return ALL St co Bands Into W I n d ow 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 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 I9/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized 12 nails into truss webbing. 12 4 SLOPE 4 SLOPE FII OL aC 8'-1" T.O.B. 3� ED FOR 1a°a CODE COMPLIANCE OL e -1" T.o H. ®®®® H ST. LUCIE COUNTY 12" 2,: BOCC QLA ° 5/8" thick x 8% cut H 5/8" thick x 8% cut ® ®®®.: O bs ■ coral finished stucco bands�D coral finished stucco a 3 3 ®IRS /8" t 8% cut ® ® c thick o b ors f1 stucco ands 5/8" thick light textured ® ® ® L—A stucco on typical concrete J LL block construction eras Finished Floor OIL "= Finished Floor _______--------------------------------------- ---- —O'-4"A.F.F. 5/8" thick light textured Finish Columns with stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands LEFT T 1 O N FRONT ELEVATION SCALE: 1/4" - 1'-0" SCALE: 1/4" 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL O T Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows do Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glaea Attachment method TEST zpuation Date Design Pressure of Approved Teats i"23 t4 FLU 239.3g Single Hun SH-100 Impact PGT 5/14" 1/4" dia. tapcons w/ min. 1 spaced per product approval. min. edge distances specified 3/8" penetration to be Contractor shall adhere to in Product approval + 80.0 PSF — A 16-0330.02 Overhead Garage Door Model 824/811 IL' "mmax height DAB u'�atr",;�aw`'4°°" dc�s's�ryrtr&Anres ck exnasi �asrGm ehr-g ete'nseq mnw: isp e"si"�m""sat ifiat endow a Mot 10—q-21 + 50.0/—GO.O sP p B FL# 16614.1 Fiberglass Smooth Pro/ Jeld—Wen Elco 1/4' din. tapcon with min 1.25" embedment at 3" max from corners and n.5" o.c. max. thereafter in head and iambs. + 50.0 PSF C FL# 25L5 Sliding Glass g Door Series 110 SGD PGT 1" nom Type "GSA" 1/4" dia. tape a w/ min. 1 3/4C" penetration to be spaced per praodduct approval. antrector shall adhere to min. 2 I/2" edge distances specified in Product approval ± LO.O PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST a Design Pressure of Approved Teats MUllion8 FL# 261.1 1" x 2 3/4' x .315' natall per fastener type and apecings shown in Table IA and IB In n product approval on sheet 5 or 22. + 58.0 PSF Roof FL# 11651.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing(type 2L ga. 5v 4mm% metal roofing attached to plywood deck using #9 x 1.5" woof screws sit self sealing washer at 12" o.c. max spacing over ASTM D 2) 30 lb felt underlayment installed with min. 4 side laps and L" end laps fastened with all to can dresistant tin ceps and with .c. ring Shenk nails eAaced L o.c. at all Iepps and two staggered toms 12' a.c. in field. Attach deck to trusses wing attachment detml"on roof plan —108.5 PSF Biding Stucco on Block Soffit FL# 12198.3 Model T4 12' vented Vinyl Soffit Kagean Install using 2" x 2' battens at V o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using n.11drA. x 1.5" land rino shank nails with 3/8" dia, head, +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) C N INUE FOR ONE YEAR FROM THAT DATE 2" x 4" top p it& I/2" drywall ceiling on truss bottom cord PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: I45 mph ultimate Mean Roof Height: il'- " Roof Pitch: 4:I2 Internal Pressure ce icient: ±0_I8 Subjectability to damage from: Weathering: Negligible Termites: Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x 0.4 = 0.12E pygM 1/2" drywall on Adjustment factor for Exposure Height: ASD design 2" x 4" studs at W' o.c. Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.LDL+O.(.WL SCANNED Components t Cladding Wind Pressure (NET) Rod Zone: I. +20.L/-32.6 pat Roof Zone: 2. +20.4/-51.0 pat BY Roof Zone: 3. +20.L/-84.0 psf St. LucieCounty Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf 0 = Roof Zone I Wall Zone: 5. +35.8/-41.8 pot Walla Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3pat Shear Walls Considered for Structure? Yes ® = Roos Zone 2 Continuous Load Path Provided? �'ee Wells Zone 5 Are Components an Cladding Detain Provided? Yea END ZONE base -board 2" x 4" P.T. bottom plate Minimum Sal Bearing Pressure.2,500 psi, Presumptive: X By Test: pat SEE PRODUCT APPROVAL F R IM ACT PROTECTION FOR OPENINGS = Corner Zones ` Root Zone 3 4 concrete slab with fibermssh OR ROOF LIVE LOAD: 31 pet ROOF DEAD LOAD: 10 pelf 6"x6" #10/10 WWM on 6 mil Viaqueen over FLOOR LIVE LOAD: -I—S pat FLOOR DEAD LOAD: 10 pet clean compacted termite treated fill Interior Non —Searing Partition nts JOB ADDRESS: (O morel LANE Braden t Braden AIA, FA Winne Building Corp. GARaEL Date Drawn Revisions : Sheet Comm # Ar hitects — Planners 4 "1 S.E. Coconut Avenue THE STERLING P"9 " R Drawn by: T I : (112) 281-8258 C.G.U. 1 ff P Fa : (112) 281-8283 LEFT E—m ll: bradenalawcomcast.net S arnsh Lakes Checked Lucie CountFlorida D.R.B. . Stuart 3499E UAAC000032 S y OF 5 FLOOR PLAN 4ili CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-O" steel I. Contractor to verify ALL notes and dimensions prior to shigh by 4" diameter steel crasfi post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 4 No dissimilar metals to touch 2�2" 2%2 S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. b %= ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S,I. grout mix L. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5, 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. rR 11. Contractor to Provide a 2'-8" wide door at one bathroom for 11.2 2ih„ handicap accessibility requirements. �2 �2" 12. Lowest finished floor to be set by Governing Building Department ` surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceding shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" L" P.T. Buck nails flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation x block with case hardens materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmer with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C1395, C1396 be C40, C1002, C104-1,01-11, C1118, C12-18, or and shall installed according to the following: (FBC R102.3.5) Dr wall y Thickness Location Orientation Framing Member Max, spacing aP 9 of fasteners Nall sizing options for installation of drywall into Spacing Maximum wood framin members g Nails Screws 2" x min. thickness Calling Perpendicular 24" T' 12" 13ga 1 3/8" long with 19/L4' head 0.098" diameter x 1 1/4" long annular -ringed or Sod cooler nail /2 OR Walls Either IL" 8 IL" 0.080" dial x I S/8" long with Direction 15/64" head OR Ggpsum board nail 0.004' dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 11, 12" 13ga 1 5/8 log with 19/41" head OR 0.098' diameter x 1 3/8" long annular -ringed or bd cooler nail OR Walls Either 14" all 14" 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 11/8' with 19/64" head. I O 211, 4 2 �" V 0 0 to Masonry Beam / Weds Install SGD thru buck into u yi lock with 3/14" tap -con with 1 1/2" penetration at L" o_c_ max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/14' tap -con with 1 1/2" penetration at L" ox. max. from each corner and 20" o.c. max thereafter at sill per product oI 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 accompanyin//�� smoke E 84 developed index not to exceed 450 when tested in accordance withh Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal r 2L ga. 5v crimp metal roofing attached to ply wood screws with self sealing washer at 12" o.c. (type 2) 30 lb felt underlagment installed with laps fastened with corrosion resistant tin caps spaced 4' o.c. at all laps and two staggered r deck to trusses using attachment detail on this Simpson HETA 20 or equal with (10) 10d ox la 1/2" each as t 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip - Edge t Fascia 2" x V Kagcan full o vent vinyl soffi filling 1/8' �a shank x I5" la rooting nails with 3/8' dia. he product approval -see chart 5/8" thick light textured stucco on typical concrete block construction #S bar vert. w/ 30" overlap - at each filled cell Grade #1 12 4 �- oofin FL till .12 wood deck using #9 x 1.5" max spacing over ASTM D min. 4' side laps and 6" end and with 1.25' ring shank nails ows 12" o.c. in field. Attach sheet Wood Base PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) " \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (l) #S bar cont. in each row. Substitute precast lintel filled with concrete and (1) #S bar cant. for bottom row over openings 1/2" drywall over I" x furringg strips at IL" o.c. with II PI -Poll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. o Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar fonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) #S bar vert. (typical). Max. apacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with frbermesh OR 4"x4" #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill -I I I I;, 1 111=1 11 1 I- n l 114" x 14" Concrete footing I'f with (2) #S bars cant. and #5 TYPICAL SECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" CAI N.T.S. Head fixed door sliding door I1/2" Sliding Door Detail At Masonry Wall NTS REA CALCULATIONS Livin1arage A/C = 1,4�4 sq. ft. FronPorch = 153 sq. ft. ReaPorch = 1-14 sq. ft. = 321 sq. ft. To al Under Roof= 2,124 sq. ft, To al Cubic Ft = 11,192 2' VTR JIL I I I 21" VTR Masterr�� i- Bath Ii hLe�v. I ,•I" 1 Lay. I 4' 1 2' VTR 3C. J1L I i I Sher. Kit. amk I i Kitchen 2' I I I Lay. of a' W.C. Bath #2 she. 3" 2' I XTo Septic PLUMBING RISER I" x " P.T. Buck nailed to Q bloc with case hardened nails prior to door attachment ttn Masonry ypical Flooring Install SGD thru block with 3/I6' t 1 1/2" penetration from each corner thereafter at .laml UUlndouw Schedule lark Size Rough Open. Window Description I. 4'-5%4"x V-3%" 54%a"x II Single Hung 2. 1 5'-3 %a" 15" x 63 %," Single Hung 3 2'-2' x V-2 1/2" 21%2"x 38ha" Single Hung J. 4'-5%"x 4'-2%a" 54%a"x S'i Single Hung ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info bor ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contra with manufacturers specs prior to construction Door Schedule lark Size Rough O ening Door Description A 9'-0" X T-O" 108" x 84" Overhead Garage Door B 3'-O" X C-8" 41 %;'x 83%" Fiberglass Panel - Inswing C III X C-8" 14" x al %2" d K t°e Sliding Glass Door D 2'-O" X L'-8" Solid Core - Wood - 4-Panel -Bi-Fold Fmi E 2'-4" X 6'-8" Solid Core - Wood - L-Panel F 5'-0" X 4'-8" Solid Core - Wood - 4-Panel - Bi-Fold G 2'-8" x III x I N' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 4'-8" Solid Core - Wood - 4-Panel J 2'-v X 4'-8" Solid Core - Wood - L-Panel - Bi-Fold K 2'-e" X III Solid Core - Wood - L-Panel - Bi-Fold L I' -Lei X 4'-8" BI-FOLD ALL Exterior doors to withstand pressures stated in box on sheet 41 GARAGE. DOOR SPECIFIED IN PRODUCT APPROVAL FORM AN WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX 01 All rough opening dimensions to be verified bg contra with manufacturers specs prior to construction Braden Ar 4 Te Fa E-m k into -con with L" o.c. max. 1 20." o_c. max per product approval Jamb PRESSURE ZONE ZONE 4 ZONE 4 ZONE 4 ZONE 4 on sheet I or PRESSURE ZONE ZONE 4 ZONE 4 ZONE 4 ad 24' x 81 %2" t Info 121' 10'-0° 12" NOT INCLUDED Opt. N ° 0 EGRESS ° 12" x 12" Concrete column ° block filled with concrete and O (2) #1 bars vert. tied into 6D lintels above ° 12 -8 Covered Porch ° Provide screen Inflll below (IV e e e E1711 I 17777-71 1 1of ° 11 of Ee MASTER _ m uC)c BEDROOM 1 ° cb a u � �" to 9'-8" A.F.F. I `rF inn 8'-0" A.F.F. IRV Vaulted eling t" LL'o Flat Ceding GiRET if o ROOM Q I � O N O O Rod t half 1 H B i° Vanity to e s I � 34 Y2"big I to e v v ro $ 2" x 6" knee -wall 8`-O to 9'-8" A.F.F. N _ ° rr r O Inc below counter top faulted Ceiling CLOSET I DINING la' - J i�00M CABINS Rod t Shelf 8 /7ej �� to a ° i.. 00 I " i DI \- I ` Jk ATH �`` 1 Vai 4. 1W to tobeO a 3-4 2 1 (0)o (41") 9y4" 13'-03/4,. Ln Hlgh wail _ KITCHEN 3'-e° I o in Vemil Dryer through wall Q L I N A.F.F. C-verFang - Flat Ceiling O " `rl pper cabinets to ]� 2� extend over Ref. 3'-O"4" 10'-2" Q cNv 2" filler 4'-0° N 1 , 1 E BATH � _ _ 0 O ° Rod t Shelf O III R-II Batts wlatwn s cy _ E 4"0 Steel Ballard W.H. a I ® o i rl - - - - - - A/C ° i See detail on this s se $ I w __ 1 Provide auto _22" _x _44" , I�" � O 1 L F 24" in closer Attic Access 6 0 0 I With lighe_ J 150 Amp - q,. Flat Ceiling c Meter P m -o"' 13'-L" lief rc SECONDGARAGE to hGGRENs /� Ey1f BEDROOM cy ° e e O � -4" R.F.F. MT i O Flat Ceiling r- ° \0, O O r-----------------1 EGRESS 0 - Block wall in I garage to be 1 - ° O O ° ^ 11 of O 1 struck block O I i O � 3'-1° C V E R D I I 12" x 12" concrete column block filled ORCH with concrete and (2) #1 bars vert. tied p into lintels aboofe in I I A \41 ° ° o - 2'-8" 2'-8" 5'-2" Joe 6'-4" Install windows thru buck Into block with 3/I6" tap -con with 1 1/2" penetration at L' O.C. max. from each corner and 20." o.c. max thereafter at .Iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall ---\ / \ Buck to be I" x 4" PT SHALL SHEET #1 I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND '.or Detail at lu i n dow s prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION - - ----rw& NTS Braden AIA, PA Lects - Planners S.E. Coconut Avenue (112) 281-8258 (112) 281-8283 bradenaiascomcast.net Ulynne Building Corp. THE STERLING Spanish Lakes St. Lucie County Florida Exterior face Attach buck to block wall with 1/4" die. Elco colic screws with min. 1 1/4' penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck Detail at Door REVIEWED FOF CODE COMP AN ST , LUCJE CcOUN" SOCC #8 Wood screws thru jamb into buck of each hinge and 15' o.c. max and prior to door attachment NTS Date Drawn Revisions : Sheet Comm >x 5-24-18 REAR Drawn bg: PORCH C.C.U. 2. 1�-300 LEFT Checked by: B 0.R. S. OF 5 FI.-STRUCTURAL NOTES: 36' ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,600 PSI= SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY 14'-0"— - - - 12° lo'-O° 12" BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS I _ 1"uy ANC,LU[? Q CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 0 0N THIS PE PROPER ENGINEERING DATA FOR DESIGN. I L. PATiO/SLA 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9• DESIGN LOADS ARE AS FOLLOWS: I� ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 P51 ROOF (DL+LL) = 41 PSF a BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EIXPOSURECIT - PER PERMIT INFO BOX ON SHEET #I l - r 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO 00 i i_i i_ i i i i 190 ° i— - - - - ° ° SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. - - - - - - - - - - - - r - 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 l0 A-35ALL RSPECIFICIATION5 ALL ANCHOR TO BE A NG STEEL SHALL BE GRADE - 301 MEETING TM A-16, E I - FI - - - -� - ry WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR ( I I BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR I Rear Patio/Slab --� - of OD (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRET I to be poured separate ua I I 12'-e" fthe house MIX MAY BE SUBSTITUTED FOR WELDED WiRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, ° � �rom s0 81 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 24^ 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS Thicken footing to I "w 24 x 14"d x 24"L J Into BEFORE FILL 15 BROUGHT IN. FILL MATERIAL SHALL CONSIST OF I FI under filled cells 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: I under girder bearing.r O CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL ;r� - PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3 I n I ° ° ° O 00 STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" - - - � /Slab to COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY Rear Patio - I be flush with bottom of 1 PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. " r�� 1 sliding door recess. FI ° I Slope I/2 1 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI �F ma F 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 ° I I;- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE (;- PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I ° FOUNDATION FL_/4N 01F1Io ° I I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" HB I Vanity to be 1 for approval before proceeding with construction. 1d�34 y,"high 4" concrete slab with fibermesh OR 1 0 2. Contractor shall be responsible for verification of all Termite Protection for New o 6"x6" 410/10 WWM on 6 mil Visqueen over notation and dimensions before starting construction. Construction. clean compacted termite treated fill I 3. Soil conditions assumed to be 2500 psf. Should any other conditions be IFi encountered, the architect shall be notified In writing for revision Soil treatment used for subterranean termite prevention I I inside the foundation perimeter shall be done after all 1 ° excavation, backfiiling and compaction is complete. 4. Verify all recess thickness at showers, tile, etc.... I F- 5. Contractor to provide filled cell with concrete and I U5 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 5 -II wide. area shall be re -treated with a chemical soil treatment o 1 0 Provide (2) filled cells on each side of openings from 6'-O" to 9'-Il" including spaces boxed or framed. I �_ and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation Walls established by the Florida Department of Agriculture and 1 shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. I 6. Contractor to provide for Form Board Survey - FBoard S p y Form oarSurvey 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 o I ° H.B. 1. Contractor to provide for Soil test prior to construction and provide term c deg in annular materials and shall re a iveleev icati npiof a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade (0, meeting ASTM A-l� and 4° 1-01, 'Lai A-35 specifications. ALL Anchors to be A-301 steel. _ 9. Provide a minimum of 3" concrete protection at footin s and — — — — — — — — g o A/C r � W.H. I I 1-1/2" concrete protection at beams for ALL reinforcing bars. #1 I 4"a Steel Ballard `r filled w/ Concrete 0 I \-�tlu I F5 j I I pl I #5 bar Vert. w/ Thicken edge to 8"x8" O I �.� I IQ I Q 1 30" overlap SEE TYPICAL with concrete and 4" concrete slab with frbermesh OR c at each filled cell ECTIONS one US bar continuous L"xC' 410/10 WWM on 10 mil Visqueen over I N I I I c clean compacted termite treated fill 1 v vW 1 1 5 4" concrete slab with fibermesh OR GRAD I E j `� 1 I FI 0 VxL" 410/10 WWM on 10 and Visqueen over 4C :' �_ I I a clean compacted termite treated fill Grade I W. 1 1 1 ,,� E I L o T11 ° o ate°' I I I =IIII III IIII I I i' 14"w x 14"d concrete monolithic8—P-0 RCH SLAB EDGE DETAIL - i �� E i° footing with (2) #5 bars Cont. SCALE 1/2 1'-0" p o0 F1 I 14 r go W ° ° i i i i 1 i ° ° � #5 bar Vert. w/ TYPICAL FOOTING DETAIL 30" overlap — I F5 'v' u I SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL ° I x O I O O_ W ECTIONS I I Q- F4I q 4" concrete slab with fibermesh OR Adjust curb height Filled Cell Masonry Column WitOne 4'-L" O o to OxC #10/10 WWM on IO mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR 45 From Footing To Tie B am 1,_2„ 12'-C, -4 L„ I `" clean compacted termite treated fill slope. VxV #10/10 WWM on 10 mil Visqueen over Conc. Fill To Be 3000 1 I p #5 bar cont. 45 bar in curb clean compacted termite treated fill See Floor Plan For Locatio L — F5 Recess for - - - - ° F r` p r ® ° ° Gar -a a Door 00 O� 1 l--- - - - - - - Step per ° Grade _ Q foundation planInL O '•(' .' F — iv 12" x 12" co _ :..,....: — — n block file •� � Crete column o I with coicrate and (2) s'1 bars vert. ti d Y. �E_ — — - - 3'-5 Sin le Filled Cell COI n into lintels above 10" (2) 45 bars cost. bottom steelm 14"w x 14"d concrete monolithic REVIEWED FOR footing with (2) #5 bars cant. TS CODE COMPLIANCE 12 ST. LUCIE COUNT 14" 2 DETAIL AT GARAGE STEPDOWN Filled Cell Masonry Column Wit One CIE C SCALE 1/2" = 1'-0" GARAGE CURS DETAIL #5 From Footing To Beam ach. nF;Conc. Fill To Be 3000 P I 12" x 12" concrete column SCALE 1/2" = 1'-O" See Floor Plan For Locatio block filled with concrete and (2) #1 bars Vert. tied into lintels above Verify house slab "•• height in field Top of footer iL" below finished floor Double Filled Cell Co mn � T FOOTING SCHEDULE Mark size Description I 14% x 14"0 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 IOD COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WiTH I #5 BAR CONTINUOUS F5 With With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" — • �30"x30"xl6" concrete 2" x V PT wood secured with column footing with (4) Braden —IIII— 3/8"ilia. x 6" anchor bolt at 18" o.c. bars Braden �41,4 I:'A * III W nne Buildin Corp. g5-24-IS Date Drawn Revisions Sheet Comm # #5 each way overhead door track secured to wood Ar hlteCtS — Planners jamb per manufacturers product approval 41 S.E. Coconut Avenue T H E STERLING A R REAR Drawn by: 30" Garage Door Jamb Detail T : (112) 281-8258 PORCH G.C.U. 3 16-300 GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS Fa COLUMN FOOTING DETAIL IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT : (112) 281-8283 Spanish Lakes LEFT Checked by: " E-m SCALE 1/2" = 1'-0" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Stuart F I: bradenaiaecomcast.net 34996 #AAC000032 St. Lucie County Florida D.R.B. OF 5 Provide #5 bare with min. 48 bar provide tt5 bar set in pre -cast diameters overlap into beam. Tie lintel into beam where length of ROOFSHEETING filled cell steel into continuous beam block steel. the opening calls for it. Strap truss to wall using Simpson MGT with Simpson HETA 20 Provide Cast -Crete ..8US-OB/OT precast lintel set in mortar Min. 8' Bearing ri - • .. Keu Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 -4" 6" 8d ring shank 16 psf 3 4" 4" 8d ring shank 84 psf ��Zone ** Zone 3a 6" 6" S#8 wood screw 112.5 psf Provide PT Buck Y,1 attached per jamb details into filled cal 4" Pre -cast • 5/8' die. threaded rod with min 12" embedment hurricane anchor at each truss into beam either wet set or in epoxy with ( 2,4" o.e.) supportln MBX. (22) IOd nails into trues. Add blocking to 9 truss leg per detail on this sheet 1 HETA 20 1810 lbs. uplift Poured Filled Call Provide tt5 bars with min. 48 bar O diameters overlap in filled cell. Tie Q illed cell steel into continuous footer steel. I— LU ** Use nails or s rews based on res§ure for r of stated Scale: 1/2" = 1'-0" in permit info box on these plgns t or zone 3 CBS WALL SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with 10d x 1.5 nails at 4" o.c. a Verify with Plan x Concrete n Install Simpson MGT into wall using 12 x 12 5/8 dia. threaded rod not min. 12" Lintel Column Block into wet beam and (22) IOd nails into truss Q rn ,_, ,: fa .• Rebar -- Rebar 48 Bar Dia. N O Q Min. Overlap TRUSS BLOCKING DETAIL Ems, o Column to Lintel Attachment AT GIRDER STRAPPING N�� AT CENTER BEARING POINT 4 s w NTS = 1/a" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed substrate through one layer of 2 ASTM D TgPe 2 felt paper using ad nails. Substrate to be 19/34' COX Plywood nailed at 6" o.c. in field and edges with 10d ring shank nails into studs. Mark Size and Description Aluminum Drip A� Gulf Coast Suppig and MFG 5v Crimp Metal roofin FL #11G51.12 " Edge ! Fascia Two rows of beam block filled with concrete and 1 #5 bar 26ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5 #I BI continuous in each row. Hook vert. bar over top bar with mood scfews with self sealing washer at 12" o.c. max spacing over ASTM D #5 90° bend bar with a 10" min. la at t bar. (type 2) 30 Ib felt underlayment installed with min. 4 side laps and V end P op laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Flash and Counter spaced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach flash deck to trusses using attachment detail on this sheet Brace Gable end Nail ledger to with 2" x 4" SYP #2 Brace Gable end Additional g g aft back nailed to bottom Precaat Lintel „ „ „ u able end truss oft chords using(2) 10d with 2" x 4" SYP #2 min. tt5 bars .� Lintel Bar Clear A $ with (2) IOd its nails at each truss aft back nailed to bottom - at each web of top chords using (2) IOd CLEAR Length Length Span Bars Bars Halls at each truss V111"_ it i 2'-10" 2'-8" I'-6" 2,43 none 3'-6" 3'-4" 2'-2" 2,#3 none are-OB/IT 8108-I1S/iT 8F8-I13/2T 12 •„ Additional 4'-O" 3'-10" 2'-8" 2,#3 none Simpson HETA 20 or qual PRE-ENGINEERED W TRUSSES a hurricane anchor at eachtruss 4 P ® 24"o.c. TYPICALD S ,•. #5 bars with (10) IOd x 1 1/2' nails _ CLEAR�,:a, •:"R' 4'-L" 4'-4" 3'-2' 2,#3 none ( 24" o.c.) sup orting Max. shop drawings by manufacturer ) r no Row of "H" ;^'.i:=" Block Above : Ie101ba. uplift `: ' :' 5'-4" 5'-2" 4`-O" 2,43 none Precast Lintel r: .1 2,#4 none z IN t >. Additional i 6'-6" L'-4" 5'-4" 2,#4 none Aluminum Drip R-30 blow fiberglass N Q i i �� in bottom cl rd of trusses �o #5 bars �__e Edge it Faacia 1/2" tMc stucco on 3/a` hi -rib lath O 1'-O" 4'-2" 2,#5 none attached to horizontal and vertical woos, ; 12' framing with nails or staples to provide --1/2" drywall h smooth finish cp O LU 8FIL-IBAT 8FIL-IB/2T " no less than 1-3/4" penetration into 1'-10" 1'-O" 2,#5 none 2 x L" Sub-Fasci horizontal wood framing and 3/4' penetration _ NOTES: into vertical wood framing member. Two rows of beam block filled with concrete I. min. coverage of steel=1.5° and (1) #5 b ir cont. in each row. Substitute q 2. on. bearing required a ea. and=a° ALL reinforcingsteel is reds 60. precast hint filled with concrete and (1) #5 9 Kegeen Pull o vent vinyl soffit metalled b 3. standard for reinf. steel=ASTM A4I5 "in I/8' dia shank x T 5" long g°Iv. ar cont. f bottom row over openings a� TYPICAL LINTEL SECTION roaming nails with val 3/8" ca. head per product approval -ass chart chest #I " I/2" drygwall over I' x furringg ( PRECAST CONCRETE) 5/8 thick light textured strips at IL o.c. with R4.1 PI-foll stucco on typical concrete insulation or typical 8' Block walls 12" x 12' concrete column block construction b LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Row& or "H" Block Above a " Bottom Steel Size Top Steel Size Max. Gravity Load (PLF) Max. Upbft Laad (PLF) Max. Lateral Load (PLF) L22 2'-2' V-0 8F8-OB/IT 1 #5 30119 151.9 1024 L31 2'-LLg"_ 3'-I" 4'-0" 8F8-OBAT 1 tt5 2561 131.3 10 L45 4'-5' W-10' 81m8-OBAT 1 #5 1105 909 1 339 L50 5'-O" C-L' 8F8-OBAT 1 #5 1238 836 1 121 L60 L'-8" T-V SrS-OB/IT 1 #5 1011 121 1 534 Leo 8'-0" T-4' 8F8-I5/2T I #5 2 #5 152 591 1 512 L90 9'-0' 10'-4" BFe-I15/2T 1 #5 2 #5 (43 530 1 401 1_9015 4'-O' 10'-6' 8FIL-I15/2T ONE 1 #5 2 #5 1533 1183 401 LI00 KY-O" II'-4' BPS-IB/2T 1 $5 2 #5 582 444 452 LIOOB 10'-0" II'-4' 8FI6-I13/21' ONE I U5 2 05 131.6 1028 452 LI20 12'-0" 13'-4' 8F8-I13/21' 1 #5 2 #5 411 428 324 L120B 12'-0' 13'-4" 8FI4-I15/2T ONE 1 #5 2 #5 1015 -110 324 L140 14'-O' 15'-4" 8FIL-I15/2T ONE I tt5 2 #5 1250 L09 259 L160 IL'-O' 11'-4' erg-IB/2T 1 #5 2 U5 1 300 192 144 LIOOB I4'-0' 11'-4" 8FI6-I13/2T ONE 1 $5 2 #5 I 950 500 194 - 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. LO. . to ` LO U W I- E U..J U L] W O ,n z m z W d_U I W p O IL 'n N LLI block filled with concrete All drywall o e installed per FBC R102.3.1 Varies -see plan �T and shell mg atall ertainin ASTM codes 51 I, /FP/A/�d I "EM IME, VANA wm' W1 A' I I � WSIN I N % w screws with self sealing washer at 12" o.c. max sp�.crng over ASTM 0 It erlagment installed with min. 4' at e laps and 4' end t1s at ned corrosion resistant tin cons and with 1. 5,, rin shank nails Attic Access IN an era vert. tie into lintels above #5 bar vert. w/ m Mortar to Type "M" on proportioned per FBC y HETA 20 RLO1.1 thicken adge to 8"x8' 30' overlap and Mortar Provide D pants shall coinply with FBC L01.2.1. -O-Rock at all wet areas (ex. showers, tubs etc.,.) with concrete and one #5 bar continuous BEYOND at each filled cell Fill cell with (I} 95 bar concrete and (typicaU. % R O O l- FLAN Rear Patio/Slab to be flush with bottom of Max. spacin rt. shall not exceed sliding door recess. 48' unless Wood see founds ti Base herwise noted plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET REVIEWED FOR Top of Tooter IL" below finished floor spacing at enings — ROOF PITCH AT '4:12 UNLESS OTHERWISE NOTED ON THIS SHEET CODE COMPLIANCE Step per foundation plan " 4' concr L'xL' #10/1 a slab with fibermesh OR WWM on L mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER R S yUJE COUNTY `s a Slops per foundation plan r clean cam acted termite ,treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE x 9^ ..:.......... ...^.....�:- < ;.,...:,.::,:-..;'::- - ..::;:;::....::. Kill- .:.,...... ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION _= II=IIII—IIII IIII=IIII IIII-IIII-IIII = I _ I-IIII IIII III— - ALL TRUSS TO TRUSS CONNECTIONS BY IIII=IIIIIIII=IIII=IIII=IIII i, IIII III= I TRUSS MANUFACTURER -IIII=IIII=IIII=III "' --III =IIII I111- FI - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR I 14" TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION —IIII—IIII l— IIII=IIII. �3 TqplCdl SG CtlOn at Fr rt F orc 1 — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE " _ '- " FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden Braden AIA, FA Wynne Building Corp. Date Drawn Revisions Sheet Comm st Ar "41 itects - Planners REAR Drawn by: S.E. Coconut Avenue THE STERLING PORCH 1�-300 Tej 1=a : (112) 281-8258 : (112) 281-8283 LEFT C'C.11' E-m I: bradenaiaecomcast.net Spanish Lakes S I C t PI .4 Checked by: Stuart F 34994 UAAC000032 t. Ucle oun y Orl a D.R. ES. OF 5 pt. PANEL "A" Poles BR Load Wire Description Dirt# tiro# Description Wire Load BR Pass 2 40 1.0 kw #8 A/C comp I 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. we HTR 5 L Range #d 12.0 kw 50 2 i s 1 20 1 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 II 12 1 20 1.5 kw 212 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 ke #12 Microwave 15 14 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts #12 20 1 1 20 1.5 Its #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1 1.2 kw 212 Clothes Washer 21 22 Racapts #12 20 1 1 20 0.81 Its 812 Garage Door Opener 23 24 1 Recepts #12 20 1 1 1 20 1.4 kw #12 25 26 1 Recepts #12 - 20 1 1 20 L92 Its #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 24 30 Racapts #12 - 20 1 - 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GPCI #12 20 1 1 20 #12 General Lighting 35 34 Bathroom GPI #12 20 1 1 20 #12 smoke Detectors 31 38 General Lighting #12 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 spare q1 42 1 spare PANEL "A" LOAD CALCULATION SHEET Load Description Ot . Watts Total(Watts) General..Lighting (3, watts, sq..ft;) Small. Appliance. Grcult(s), , , , , , , , , , , , , , ,,,, , , ,,,,, , ,, , , , , , , .Range.. . ...................... ......... ................... Refrigerator. ......................... - - ............ , , , ...... Microwave ....................................... .... ...... ... ... ... ....... Dish Washer . ClothgA .Washer. , .. , , . , . , , . .................................. .Clothes,.Qr9er„ „ , „ .„ ............................... Water, Heater. .................. Water. Pump ................................................... Garage. Door .Opener . ....................................... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1.200 1.200 1 1500 1500 1 1,200 11200 1200 1 1200 1 5.000 5.000 4 00 1 4 500 1 1.800 1.800 010 1 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 e40% 1 O 10,9" Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrlcdl S mbol Legend S Single Pole Switch ® Recessed Can Light Sa Double Pole Switch ® £geball Recessed Pe Push Button Switch Exhaust Fan Duplex Outlet Calling Mounted Light =40 Special Receptacle 0- Wall Mounted Light CkEQ Waterproof ground fault circuit interrupterra Q Light with Pull Chain (attic) ® Floor Duplex Outlet @ Computer Connection Jack Carbon Monoxide Detector 4& Flood Light TD Thermostat m Electrical Panel ® Central Vac rc=3� Electrical Meter ® Smoke Detector Gelling fan H Television Jack Telephone Jack A oisc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPNR Speaker Hook -Up Intercom ®= JUNCTION BOX TO SUPPORT A FAN Q = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire onlg, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFC1 receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1402 10. A/C Refricierant lines that are run thru slabs must be sleeved in PVC 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 fully 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. Ib. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 149 CFM IOXIOX6 06 Fed I I NINE 149 CFm IOxlOX6 /� y4 a� IB2�2AXI0 ■ Soffit ,4TH Meter 150 Amp Panel E � 22" x 54"- I Attic Aces" with light -- - - - � GARAGE r--------------- I I I I I I I I I I MECHANICAL LAYOUT 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be 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 Covered P GRE, IT ROO 1 C I nter F 208 C�o� eeding IOXIOx 1 1210 2� R X LCe�mAl i�i 'k 16u IQ`II 1 iL-� 7 �/ COVERED PORCH SEC '1 I BEDF j 12>d2x8 �1 B/A 208 CFM loxiox1 M ATH 141 CPM IOxLxL )ND o0M /C disc. MCB#2/0 Aluminum feedh 1 '' Conduit� PAN M TE AHU 2" PVC ( FPL 2" n9d service FPL 5 *5# nL�eDar we deb ELECTRICAL RISER - Contractor shall use AL-CIJ I anding lugs_ NTS - Contractor shall torque lugs I. W. manufacturers recommendations ihich shall be verified prior to conal ruction Braden Arc 41 Te Fa; E-mi Vent SoFf t thru Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc. not shown I clarity ELECTRICAL Braden AIA, FA itects - Planners S.E. Coconut Avenue (112) 281-8258 (112) 281-8283 brad enaia %comcast.net FLAN SCALE: 1/ I1t = I'-011 Attic Venting Calculations FE3C 2309.-1 Total Attic Space = 2124 sq. f t. Venting Ratio 1/150 = 1-4.16 sq. ft. required Provide A Continuous Vented Soffit WQnne Building Corp. THE STERLING Spanish Lakes St. Lucia County Florida Poet Light with Photo cell 1 H.B. Exhaust Duct �Thru Soffit Wire For Front Post Light 6'-3" o °w REVIEWED FOR N v CODE COMPLIANC g> ST, LUCIE COUNTI BOCC Date Drawn : Revisions Sheet Comm 5-24-18 FEAR Drawn by: 1�-300 PORCH C.C.U. E - 1 LEFT Checked by: D.R.B. OF 5 =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 IF MULTIPLE PLY. For Truss to Truss Carrying Girder Connections see hanger/connector Nails must be as shown. Guide tabs o schedule in engineering Dome angle nails. package. Carried Truss SEAT PLATES BY CHAMBERS I 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 8'-0" ABOVE FINISHED FLOOR TRUSSES FOR THE FIRST MODEL SHOULD BE SH1I:1PED AND SUCCE SEULLY SET BEFORE ANY MORE TRUSSES ARE BUNT FOR THAT MODE, AL ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH A Do not stand on trusses until they are braced per BCS 1 & properly nailed to straps & hangers - --- SPAGING NDTE ALL TRUSSES ARE TC BE SET AT 2'—O: ON CErrER EXCEPT AS NOT-D AIR HAIVE::>LFEE FR NOTE UNLESS NOTED ELSEWHERE LS ON THIS LAYOUT TH ESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. All load b[installed. ing walls, headers, beams & lls must be in place at indicateeight before trusses A AL m m m m m J2 J2 GRA o m J4 J4 J6 J6 A I Al Az I 2.0 INT .00/ NT. A3 I I A4 I I A5 I A5 I A5 1 A5 1 13'-8" d' A5 A5 1 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 ATA ATA ATB ATC BHA � o � 1 I I I I ,�✓ �- J6 1 I I I J6 J4 J4 J2 J2 a a m m m m m m m Im m 1 m I I I I I 15,_10„ 5,_4„ g, 4„ 11, 6„ GARAGE LEFT DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI ®I�I� mi�la Ir'IkP INVERTED ''/" WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U �• % I�I�iiID'%I�I��! �r r� Iir 01" p �nImImwu ppI, mols� ATA ATA ATA ATA ATA ATA ATA ATB ATC /tee BHA 0ovr2w ■ �I Fm ABRICATION AGREEMENT USSES CANNOT BE STARTED UNTIL THI9 AGREEMENT 19 SIGNED 8 RETURNED e legal description of the property where the trusses will be Installed Is: urMersfgned eoknowladgec and agrees: : Trussae coil be madestictaccordancecote this Wse placement dlagrem layout, h Is the sole authottry for determining.successful fabncetlon of the trusses,AII dlmensbna fe this Ill ul have been vedAed bytheundersigned. Unleea wrlttan notice Is previdad by earteodmallto ChambersTnrae a deivery the undersigned agrees Natno babkchargeaMII be allowed Inl : even) written no0ce Is fumlahed Chambare Truu shell have three (3) bu neu days in which l re Ire r e ufred rit 6 Pa or V , to sub sled eo the rtru asas a t Cham 5. The undersigned aciijknowledgereceiptof "SCSI1-03"summary hn•byTPI 8 WTCA. b site. ryuChryambersIs to JTtu Aeaob t Ure soles alrthb she for diorty to datermminetheu�sbll of theJob althe 1, to oFa eet u a sereea onsible for arlivddl0onel dellve Bea willbe responsiblefor tlumptlellvery nlys Job elte I not propared for daily nsas H Chambers Truss has to redallvar Is responalblis to Chambers Truss foar towsB coss due r Is not to she condl0ons.ared for a'i• of tmasee. rice as shown In paragraph 7 bsIOW Is subject to change Ifany changes aremade in yout A $50 per hour fee for revslons may be charged by Chambers Truss, 7: Thin lee PURCHASE ORDER to Chambers, Truss of the sum agreed to, or H ne: sgreement a reasonable price. Invoice will be made on delivery end paid within terms of net- on delivery. Involve may be made at scheduled date of delivery If buyer cannot accept' detvsry of fee oll trusses The undersigned agrees to pay Chambere,Truss reasonable attomaya fee for collections In event of payment not timely made. 1.12 %, per month se vJca charge will be added for all sums not Paid within terms, I 8. Signature or Initial* anywhere on this sheet conslltutes agreement to all terms herein. 0.1n consideration of Chambers Truss extending credit for this metedal the undersigned j Chambers guarantees payment when due of any and all Indebtedness owed to 'Chambers Truss by,any entity receiving metedal and the undersigned agrees to pay such Indebtedness Including atpmeye fees, If default In payment for material be made by the reofplent 90. In the avant of any iltgatlon wnceming this agreement, tea Items furnished hereunder or paint Wo a cou d to heroin, the. partiea agree that the sole venue for any such action will be Saint I:f,cte County, Flodde. 11. Design reaponelbllttlea are per "National Standard And RecommendedGuidelinesOn Rasp onsWillies For CO coon Using Metaf Plate Connected Wood Trusaes ANsvrPuwrcA 4.2 DATED _ SIGNED FOR AspeadarbarmaybertagOvidpar"BCSI1-or E Multiple ply trusses must be fastened togettherperlry ngbte>eeeriin8 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 InforTnatlon packet Included on delivery before setting truease. Tomses mtmtbesetand braced perdeslgn to prevafd lnitaY& danta�e Trusses must be set plumb and square Do not set In or stack of plywood, roofing material or any tither gDhoentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CLAMBERS TRUSS INC 3106 Oleander Avenue Fort Plercej Florida 34982,6423 800-551-5932 FortPlerce 772.465-2012 Fax 771 465-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 w_'- ens"• nUAUMCMQTCI Ila CAM - The Architect's or Architect's representative's shop drawing 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 strappin , a d loading on structure from gravity rid lift loads and their res c 1 tions. 92.0/932- DESIGN••CRI ER1. - 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 — w , Top Chord Dead 7 4.2 0 Bottom Chord Live 10 Non -Concurrent RCS Bottom Chord Dead 10 3 o _ , TOTAL Load 37 7.2 coo)rn Duration Factor 1.25 w Wind Speed 165mph o m Top Chord C.B. Sheeting by builder. — Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" v ~� Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 rc.U.L.=Kes>raining Uead Load C.B.=Continuous 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. bmbm Chambers Truss Inc. Drawing Name: M11412 W Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC RevieweFkP_V4EXV_ED FOR - r�/,///�J, Date:11/14/16 R566 F&IRPLIANCE I I — / FOR ST. LUCIE COUNTY I I 1r-6" 3'4" 5'4" 15'-10" _ Q WYNNE DEVELOPMENTWORP. GARAGE RIGHT STER NGION: PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 76, //a & Cor4e_�