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Home My WebLink AboutBuilding plans, 1709-0267Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o,c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails raced 4" o.c_ at all laps and two staggered rows 12" o.c. in field. Attach 12 SLOPE 4 8'-1" T.O.B. 12" . 12" 5/8" thick light textured stucco on typical concrete block construction O % - - - - - - - - - - - - - - :;7- 0'-0" = Finished F Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral RIGHT ELEVATION coral finished stucco bands finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE T loor Z�/ o Lnlcit, cuL coral stucco on typical concrete finished stucco bands block construction ELEVATION NOTES: Overhangs at 1`0" unless otherwise noted on Roof Roof pitch at -4:12 unless otherwise noted Any changes to this plan shall be submitted to the for approval in writing prior to starting construction. Return ALL Stucco Bands Into Window or Door. MU FEAR ELEVATION SCALE. 1/4" = 1'-0" Plan Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x I.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D architect (type 2) 30 Ib 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 aced 6" o.dec. at all laps and two stagggered rows 12" o.c. in field. Attach sdpeck to trusses using attachment tail on this sheet 12 4 SLOPE 70 a"7 T. LUCTF 17MLITY 911I,Pr1 C rP771ZION EVTF.WED FOR COIN N%4;W+ ,Gi/-+/'/ 1V EWED By 7� ATE r LANS AND P"2:•f]T MUST BE KEPT ON JOB ,R NO INSPECTION WILL BE MADE. /8" thick x 8"w cut oral finished stucco bands THESE PLANS AND ALL pROpBSEQ ARE SUBJECT TO ANY OC)AREC.TIPN8ORK REQUIRED BY FIELDIN4PEOTQRS THAT MAY BE NECESSARY IN OIIQCF TQ coMPLY WITH ALLAMM ISAW CODES - CONCEALED FASTENERS OR ATTACHMEN'i . ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Al1MANLABI.EB 8HOWINr3 MAND �PL�E U WRH FBO ENEMY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPEGnONS ARE APPROVED TERMITE TREATMENT KE� 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 Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 12" O.H 2, 5/8" thick x 8"w cut ®.: H. 5/8" thick x 8"w cut ® ® ®® 3 coral finished stucco bands 3 coral finished stucco bands 1-1 El A 5/8" thick light textured stucco on typical concrete L4 Finished Floor block construction = - ara a d Floor - ----------------------------------------------------- - - - - -- -0'-4" A.F.F. 5/8" thick light textured stucco on typical concrete LEFT ELEVATION block construction FRONT ELEVATiON SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method �zspT Date ation at ofeAppro Approved Tests 1,2,3 t4 FLU 11499.2 Single Hun g g Series 185 MI Windows and doors . x tjpcone WW mirrii p natLet on at =q ramsac corner end L o.c. ChereaF[er [hrougn PT Buck into edict min 2.5" ed a distance m strict adherence Pilled CMII well approval. o the product apptaIMI"g g ± 60 psf A I6-0330.02 Overhead Garage Door Model 824/811 T 4' max. width IL'-O" max height DAB rst x uo to concrete en • can wt y e5 ha ve t. uep 3/e' x L' Hilt, HLC 64eve enehan at 9' o.c. th 1.25' dia. eaehen e,ti min 4" edge distance. Inetatl tract to buck ng !D 5/ii' x 1 5/9" full thned lag eorem in each bracket mamtainmg min ar 1.5' edge distenee - GG to strictly adhere to product approval ravke l/I ut an idler whart. 10-9-21 + 50.0/-60.0 sf p B FLU 16614.1 Fiberglass Design Pro/ Smooth Pro Jeld-Wen Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c. max thereafter in head and jambs. + 50.0 PSF C FL# 15332.2 SlidingGlass Door Series 420 MI Windows and doors . x pcona w mi . enetration at max. FTme°eck intonsolidnfilled CMuawallllammainteningRmin 2L5" tdBegdistance In strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method ExSplration Date Design Pressure of Approved Tests Mullion FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4° x 2 3/4" tapcon with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" calf tapping screws per clip as shown in product approval. + 118.9 PSF Roof FL# 11451.12 SV Crimp Metal Roofing Gulf Coast Supply and manufacturing 2L gga. 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 (t a 2) 30 111 felt underla ment installed with min. 4F aide la s and V and sP g p laps fastened with corrosion dresistant tin caps and with c. ring shank Walla at all laps and two etal m r rows 12" o.c. in Field. Attach spaced L° trusses deck to truaaes using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at t." o.c. screwed to soffit framing using 48 x 3" wood screws at each truss. Install soffit to battens using I die. x .5" lono rina shank nails t /6" dia. +55.0/-35.0 PSF Hurricane Panels FI# 15016.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia, solid set lead anchors with 1/4" dia.-20 x I.5" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 12" 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate I/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board � I 11 ,, 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR CxV 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterior Non -Bearing Partition nts PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: �ll':pp" Roof Pitch: 4:12 Internal Pressure Coed dent: ±0_I8 SubJectabilitg to damage from: Weathering: Negligible Termites: Very Heavy Width of Roof End Zone: " Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = O.126 Adjustment factor for Exposure Height: ASD desi�ggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.LDL+O.6tDL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 par Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-381 oaf Wall Zone: S. +35.8/-41.8 par Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3per Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yee Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi This Budding Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31_ psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -Ii- psf FLOOR DEAD LOAD• 10 oaf JOB ADDRESS: TGH E-1 = Roof Zone I Walla Zone 4 ES = Roof Zone 2 Walls Zone 5 END ZONE Mae Corner Zones Roof Zone 3 FLOOR FLAN ,H, CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter steel crash 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 IAOO P.S.I. fiber stress. `" 4. No dissimilar metals to touch. 2/2" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o"/," ALL Concrete used for vertical filled cells, coat. tie beams etc.. to I IF shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix " To ° 2%"Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R702.3.5. 2%° 0 1. ALL wood In contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished Wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements, Al12. T-V 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 Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 I6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 17. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x C P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C79, C415, C514, C130, C931 C9(o0, C1002, C1047,C1177, C1178, C1278, C1395, or C139L and shall be installed according to the following: (FBC R702.3.5) Drywall Thickness Location Orientation Membeg Max. spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/80Rng with 19/64" head 0.098" diameter x 1 1/4" Ion /2 annular -ringed or Sid cooler Hall OR Walls Either 16" 8' 1C 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail Walls Either I6" 8" 16" 0.092" diaOxR I 1/8" Ion with 9 Direction/4" head OR Ggpsum board nail 0.0915" dia. x I l/8" with 19/64" head. Install SGD thru buck into block with 3/16" tap -con with �_- 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" ox. max thereafter at sill per product apprc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136_l and A137.1 20, Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21, Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Grade Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11461,12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss 12 PRE-ENGINEERED TRUSSES with (10) IOd x I I/2" nails ( 24" o.c.) supporting Max. 4 �— at 24"o.c. TYPICAL 18101bs. uplift (shop drawings by manufacturer) Aluminum Drip ------f� " \R-30 blown fiberglass Edge t Fascia V-1/2" in bottom chord of trusses drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kaycan full o vent vinbl soffit installed precast lintel filled with concrete and (I) #5 bar for bottom using 1/8' die shank x 15" long galv. cont. row over openings roofing nails with 3/8" die. head per product approval -see chart sheet #1 1/2" dryywall over 1" x furringg PI strips ai IC o.c. with R4.1 -foil insulation on tgprcal 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. block construction m Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 95 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (D 45 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for Base spacing at openings 4" concrete slab with ribermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill III -- 14" x 14" Concrete footing 14" with (2) #5 bars cont. and #5 TY F i C A L SECTION transverse bars at 48" O.C. Scale : 1/2" = 1'-0" om Masonry Beam Head fixed door sliding door 7r1 I/2" Sllding Door Detall At Masonry Wall NTS AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2' VTR JAL I I 1 21' VTR Mastery/I JIL Bath I 2. ri I��LIeay. Lay.I q I 2" VTR 3' JIL I 1 2• 3. Shur. Kit. Sink I I Kitchen 2 I I La'. 3' w.c. Bath 42 Sher. a„ C.O. To septic PLUMBING RiSER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment , Masonry Wall gpical Flooring Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6 o.c, max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb J Window Schedule Mark Size Rough Op en. Window Description PRESSURE ZONE I. 4'-5%'x 5'-3%8" 54%a"x 63%q" Single Hung ZONE 4 2, C-2%"x 5'-3 %' 15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 1 21%;'x 38%" Single Hung ZONE 4 4. 4'-5/a'x '4'-2%a' 1 54%a"x 51%" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor With manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X L'-B" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X L'-8" 14" x 81 '/2" or ace" Sliding Glass Door ZONE 4 D 2'-0" X L'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X L'-8" Solid Core - Wood - 6-Panel F 5'-0" X v-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x V-8" x 1 %q" Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - 6-Panel J 2'-6" X V-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-B" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor With manufacturer s specs prior to construction I 34'-O" 14'-o" T-6" 12;_ 8'-6" .12" 00 OO 109 1 1°0 IL EGRESS 0 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above p Covered Porch ° o O O N El 00 O FUll 1 11711O 1 1 IME ° MASTER I u U c BEDROOM OD n-o u 8'-O" tol 9'-8" A.F.F. 'IV Vautteld Ceding LEW Flat Ceiling GREAT o o ROM a— O N I I O 0 Rod t'ithelf ° H B I I Vanity to a is 1 t I N 34'/,„hlg D I to c�v I L C O E I O 9 2" x 6" knee -wall L-AB'1-O" to 9'-8" A.F.F. O below 'AV rr r I counter top I Vaulted Ceiling DINiNG LINENROOM 8" Rod t Shelf ijs F\ O OCABINE w �F I DW I I A T H w Vanity to be A O 34 /2 „ high High Wall m KITCHEN Van Dryer thro h wall O t— 1-1/2" iy I -- — Mer—hang iv . A.F.FCeding6'- u FlFlatat {7a� 10'-5" B. pper ca meta to ID extend over Ref. n 2" filler I iv er. I E 41_01, R •- —BATH O amng i4cri=aa — Rod t Shelf O R—II Bates w.H. w ® O # I Steel Ballard I 6 See detail op l" I 22" x S4" j 1 cn O F Provide auto Attic Access O w closer L with light 1 0 0 _ _ o a a 22" � 8'-O" A.F.F. Flat Ceding 150 Amp v i Meter 4„ Ir-6" P nel 0 ri SECOND IL GARAGE E BEDROOM O iv '0111 m O -4" A.F.F. MT D0 ry Flat Ceding Q O F\0, O Ory O O r-----------------� EGRESS 1 Block wall in ° garage to be i = E 2 I struck block T 0 1 I O o I. I i - C VER D o I I 12" x 12" concrete column block filled O ORC with concrete and (2) 1 bars vert. tie Q into lintels bove to i 6, 2" II'-6" 6„ � a 0 2,_8„ 2, 8, 4,-2„ 34'-0" Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at ,Iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall --\ / \ Buck to be I" x 4" PT P.T. Buck nailed to block with case hardened nails Detail a t W i n d o w s prior to window attachment Braden lt Braden ,Ai,A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 287-8283 E-mail: bradenaias'comcast.not Stuart, FL 3499G UAAC000032 NTS Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Exterior face of wall — \ Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck Uetall at Uoor 0. a crews thru jamb into buck nge and IS" o.c. max and prior to door attachment NTS Date Drawn Revisions Sheet Comm # GARAGE Drawn raven LEFT by: 2. 12 - 2 � c.c.u. Checked by: D_R.B. OF 5 'A4,_n„ STRL TES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION, II. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12. BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13. MACHINE COMPACTED TO A MINIMUM OF 2500 PSi IN AREA OF BUILDING CONSTRUCTION 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. 1 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE is. ATTENTION OF THE ARCHITECT. I6. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 17. FCLAD�470N FLAN SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, it A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notatlon and dimensions before Starting COnStrUCtlOn, 3. Soil conditions assumed to be 2S00 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision -4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 48 bar vert. at 48" O.C. max. Provide (1) filled cell On each side of openings upp to S'—Il" wide. Provide (2) filled cells on each side of Openings from ('—O" to 9'—II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) �. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy Of soil test to architect for review prior to construction 8. ALL Reinforcing Steel Shall be grade 60, meeting ASTM A—l( and A-35 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide In annular space between sleeve and pipe. #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 45 bar continuous 6"x6" 3*10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with ribermesh OR GRADE 6"x6" #10/10 WWM on to mil Visqueen over clean compacted termite treated fill CIO Grade —IIII— Ili 11 III t+ �^ — III; PORCH SL AB EDGE DETAIL III III IIII— 14"w x 14"d concrete monolithic =IIII -„ footing with (2) #5 bars cont. SCALE 1/2" = I'-O" 14" TYPICAL FOOTING DETAIL SCALE 1/2" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Vlsqueen over clean compacted termite treated fill 45 bar cont. Ste per o. Foundation plan E1O„ (2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Verifg house slab height in field Top of footer 14" below finished floor .71 I - _ I111 �IIIII� II-IIII -IIII 30"x30"xl6" concrete column footing with (4) = 45 bars each way IIII-III - 3' 30" COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" v- #5 bar vert, w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ ICAL 5 4" concrete slab with ribermesh OR 6"xV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill O'-O" a F.F. —IIII IIII 14"w x 14"d concrete monolithic Footing with (2) #5 bars cont. 3' 14" GARAGE CURB DETAIL SCALE 1/2" = I'-O" 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #I. SEE PRODUCE APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSi See Floor Plan For Location Single Fllled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS ° ° Or--=—=--- ----,0 F �� I J FI I Filled der der above girder - 24„ N O Rear Patio/Slab r- f _ to be poured separate �I from the house slab. m ofc, Thicken footing to 24"w x 14"d x 24"L I I FI under filled cell a I 1 under girder bearing. E1 ]— E ° 1 11711❑ ❑❑ -----F— — — — — —- m I Rear Patio/Slab to u o e be flush with bottom of I ° OD a.a ue F v n I sliding door recess. I t- Slope 1/2" i LL N �- I � t- I I �_ IO I I FI I o I 10 ° 4" concrete slab with fiber esh OR O 6"x6" 410/10 WWM on 6 mil V squeen over I clean compacted termite tr ated fill G I FI I of i IE i V i ° O I I- m 11 FI I ® ° to EIS H.B. I� a K-1oO --� —— ° to TERMITE TREATMENT I O --------w.H. Or— o A/C I -- _ . , aul m d- #I I 410 Steel Ballard 7 Filled w/ Concrete O I I 1 \- W F5 > I �p p� I I`F21a1 It OI v I L 4 I I I I -4 on Q-17 I E d) Qb 3 n Et! I I t o ��E I FI �--a a�4J I m\ \ I 10 O Q3 LL ry UO o I �o CA F5 I � —— O - - -- ____- F5 - it g W I ° O° O I I ❑° O❑° ° I " IL Io x F4I ow Recess for F�—1 N rl l O�— ----J0 00 Garage Door 00 00 ° ° o .o O❑ J9'-O" 3'-5" 6'-2" I �1ll I/111 L LI I D.II_J � with concrete Vand�y (2) #1 barswulllll Vveri Uejei into lintels above A b FOOTING SCHEDULE Mark Size Description FI 14"W x 14'D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 3o" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS FS 14"111 With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" c._-_ I—— _ .en C------ Mr.-r .urtL ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall 51ze = oa ring snarii, knurl. iVr !.i, 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws based on pressure for for roof 3 stated in permit info box on these plans zone KeLl Area Edge Field Fastener Max. Pressure Zone I 6" 6'r Sidring shank 45 psf Zone 2 " 6" 8d ring shank 7L psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" C #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide #5 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete = ' BUS-OB/OT precast lintel set in mortar Min. 8" Bearing -- - - -- Provide #5 bar set in pre -cast lintel Into beam where length of the opening calls for it. T r � a PT Buck ed per jamb into filled cu 4" Pre -cast Sill k Verifq with Plan Concrete 12"x 12" /Lintel (--1 Column Block u7 7 Rebar Rebar 48 Bar Dia. Min. Overlap Column to Lintel Attachment NTS Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie 'filled cell steel into continuous footer steel. 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. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 3LOCKING DETAIL )ER STRAPPING TER BEARING POINT -1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tpe 2 felt paper using Sidnails. Substrate to be 19/32CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4' aide over and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet Additional Precast Lintel _ Lintel Bar Clear 'Tl / ✓'/ #5 bars ;' ' r;-,•ir;,:';! 9 P'" •,'%".", 9 9 CLEAR Length Length Span Bars Bars i i i 2'-8" '-6" 2,93 none 2'-0" '`---'----y `----' 3'-6" 3'-4" 2'-2" 2,43 none 8F8-OBAT 8F8-IB/IT BPS-IB/2T 4'-O" 3'-10" 2'-8" 2 #3 none Additional /#5 bars •.'. 4,-4" 3 -2" 2 #3 none CLEAR - -yOne Row of "H",;;+�:::7 Block Above -4" 5'-2" 4'-0" 2,93 none _ 2 #4 none r.%'•'� Precast Lintel •;i;- r '; '..•:.': 6'-6" 2,#4 none i i Additional .... f 2 #5 none i #5 bars �'----'' s'----�6'-2" 8FIL-IB/IT 8196-8/2T 8'-4" 1'-10" 7'-0" 2,45 1 none NOTES: 1. min. coverage of steell.5" 2. min. bearing required ea. end=8" ALL reinforcin steel is rode LO. g g 3. standard for rai steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) 1 LINTEL SCHEDULE Mark Window or D unit Width Lintel Size Cast -Crete Specification owe of 'i Block Above Bottom Steel Sizes Top Steel size Max. Gravity Load (PLF) Max Uplift Load (PLP) Max Lateral Load (Pli L22 2'-2" 3'-L" sr8-OBAT I #5 3069 1569 1024 L31 2'-L" 2'-8" V-1" 4'-0" 8F8-OB/IT 1 #5 2561 13L3 149 L45 4'-5" 5-io-I 8F8-OB/IT I 95 1105 909 339 L50 5'-O" L'-L" I 8F8-OBAT I #5 12se 835 121 LLO L'-8" i'-L" BF8-OB/IT I #5 1011 121 534 L80 8'-0" 9-4" 8F8-IB/2T I #5 2 #5 152 591 512 L90 T-O' 10'-v era-I13/2T I #5 2 #5 1.43 530 401 L9013 9'-O" 1o'-6" 8FIL-IB/2T ONE I #5 2 #5 1533 1183 401 LI00 10'-0" 11"1" BFB-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" 1 11'-4" BFIL-IB/2T ONE I #5 2 #5 13LL 1028 452 1I20 1 12'-O" 13'-4" SFe-IB/2T I #5 2 #5 411 428 324 L120B 12'-0" 13'-4" 8FI1.-iB/2T ONE I #5 2 #5 1015 1-TO 324 L140 14'-o" 15'-4" 8FIL-IB/2T ONE I #5 2 #5 1250 609 259 LILO IL'-O" m-4" BFB-IB/2T 1 #5 2 #5 300 192 194 LILOB IL'-O" 11'-4" 1 aril;,-IB/2T ONE I #5 2 #5 950 Soo 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. I - 12 Simpson HETA 20 or equal .41 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max.l 18101bs. uplift Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger o gable end truss with (2) IOd ils at each web Aluminum Drip Edge t Fascia 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood 12° framing with nails or staples to provide no less than 1-3/4" penetration into 2" X 6" Sub—Fa6Cl horizontal wood framing and 3/4" penetration into vertical wood framing members Kagcan full o vent vmgl soffit installed using 1/8" die shank x LV long galv. roofing nails with 3/8" dia. head per product approval -sae chart sheet #I 12" x 12" concrete column block filled with concrete and (2) 47 bars vert. tied-_ into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of footer IL" below finished floor 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan — Slope per foundation plan I I I I—IIIIIIIII I =IIII=IIII=IIII . IIII„I�II,��I� II11IIleI-IIII IIII=IIII=IIII= .IIII=1 I I 1=1 T 11blCa� Poured Con concrete bl Poured Concret concrete block Concrete , Manufacture kluminum Parini Imes per manufacturer See Tubfcal Stud Detad 1/8" , 3/32" Wing Nut w/ appropriate washer and spacing per manufacturer's Details \ 4S Stud Detail Stud m/ Die Cast Zinc nrs Nickel Plated Ling Nut Flush Mounted Shutter Detail nts I S ectlon Brace Gable end with 2" x 4" SYP 42 Oft back nailed to bottom of top chords using (2) IOd nails at each truss FIR E- ENGINE ER4---D WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) Brace Gable end with 2" x 4" SYf Oft back nailed to of top chords usin nails at each trust R-30 blown fiberglass in bottom chord of trusses I -1/2" drywall with smooth finish Two rows of beam block filled with concrete .and (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 fall -insulation on typical 8" Block walls d1a. threaded rod with min IT' embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. HETA 20 1810 lbs. uplift N L90 L90 LLO BI SI ' $1 o I 03 'r'r (V B I L90 ;. BI ".y O O W 12 zr7 ~ BI L45 i U 12° L I BIZY I Z/ Y�y v 7- — .4 l (y c In LO Q3 I 4� lY I I w N E � n L31 BI I B 111 U� L45 N 1] _ O e- Q I --- -�— F I ulf Coast SL40DILI ond MFG 5v Crim Metal roofing FL #IIL51.12 Lll H HJ O woo screws with self W N (type 2) 30 lb fel sealing washer at 12" o.c. max spacing over ASTM D underlayment installed with min. 4' side laps and L" end = laps fastened with corrosion resistant tin caps and with 1,25" ring shank nail eck to trusses u61 g attachment detail on this sheet C N d E41cl ---, r— w� 1 tLlc cc@" I with light 4 SLOPE L- - - - -� I a C C L E ' n.I I 8'-0" MAX. T po ed I I BI 1 PRU tf b ttoim (2) IOd OIN (2) SE I I g 1 z i/ I £ i - Br--r� I 12" O L31 BI I m 1 I BI 1 I I I I I BI L45 BI O = O o - Q BI m F- OW_ Imps H TA LSO W = glirricall e arkhor at e truss = LO ( 2 o.c sup orti X. I8Q$1 lbs. upllf77 m BI BI U) L90B LBLO L9 w w � X L � r U rn n3 � L � a ° a aZ a. L U � v s3 O OD L N L � r All drywall to be installed per FBC R'102.3.1 and shall meet all pertaining ASTM codes. HETA 20 Mortar to be Type "M" onyy proportioned per FBC and Mortar joints shall comp-ly with FBC RbOl.2.l. (ex R6O-Ll Provide Dur-O-Rock at all wet areas showers, tubs etc...) Fill cell with concrete and #5 ftypicaU. ROOF F L A I �l �(D Max. sppbar vert. shnot exceed 48" unlessnotherwise noted see foundation plan notes for — OVERHANGS AT 1 - O UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with esh L"xL" #10/10 WWM on Land mil Visqueen over en — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTIO IIII=IIII — ALL TRUSS TO TRUSS CONNECTIONS BY =11 - ;,,IIII— TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION at Front Porch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE ._ " FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTIC Scale : „ __ Revisions et Comm I Braden t Braden AIA, PA Wgnne Building Corp. Da5e She -1,wn Architects — Planners 411 S.E. Coconut Avenue The Grand Carlton GARAGE LEFT Drawn by: 12 Tel : (112) 281-8258 C.C.U. Spanish Lakes Fax : (112) 281-8283 Checked by: E-mail: bradenaias'comcast.net St. Lucie Count(g Florida D.R.B. OF 5 4t.inet FI '%4ggL itAAr-'000032 �;1 _ J; PANEL "A" Pales 13 Land Wire Description circ# circ# Description Wire Load BR Poles 2 90 'I.O kw #8 A/C carp 1 2 AHU #Io 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. we HTR 5 L Ran a #L 12.0 kw 50 2 � e I 20 1.8 kw #12 Pump 9 10 Dr er tt10 5.0 kw 30 2 II 12 2O 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 I 20 1.5 kw #12 Microwave Is 16 Refrigerator 412 1.2 kw 20 1 I 20 1.5 kw #12 Kitchen S.A.C. m 18 Recepts #12 20 1 IJ22�01!2 tt12 Kitchen S.A.C. 19 20 Recepts #12 20 1 I #12 Clothes Washer 21 22 Recepts #12 20 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts 312 20 1 1 20 1.4 kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepta #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI 912 20 1 1 20 212 General Lighting 35 34 Bathroom GFI #12 20 I I 20 #12 Smoke Detectors 31 38 General Lighting #12 20 1 I 20 #12 1 Bathroom Gist 39 4o General Lighting 412 20 1 spare 1 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3. watts Small. Appliance, C,lrcutt(s)......... .Range....... ........................................ Fqf rigerator................................................... Microwave Dish W_asher........................................... Clothes..Washer............................................... Clothes..Dryer................................................ Water Heater Water, Pump .................................................. Garage Door. Opener sq.. ft.) .. ........... ..... ..,,,.,, .....71- 1135 3 5,205 2 1.500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1.500 1,200 1,200 1,200 1,200 1 5,000 5,000 1 4,500 4.500 1 1,800 1,800 1 810 810 First 10000 Watts Remainder Electric Heat or A/C e100% 21,415 940% 10,000 s65% Total 1 1 1 Watts 10,000 0 10,000 31,415 10,000 10,944 10,000 Calculated Load Watts 30,9LG Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps Panel Size Required = 129.03 15o Amps Electrical SL,Mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed PB Push Button Switch _�5 Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light Waterproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet @ I Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac g Electrical Meter Smoke Detector Ceiling fan Q Television Jack Telephone Jack AC c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = 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. S. ALL bath and kitchen receptacles to be GFI protected. L. ALL exterior outlets to be WP/GFI protected. 1 Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIX2 10. A/C Refrigerant 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 by a licensed electrical contractor, the completed system shall be fullg 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 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. IG3 CFM IOxIOX4 MASTER BEDROOM 143 CFM IOxIOX4 12xl2x9 B/A CLOSE 8xx4 Vent_thru ____ Soffit VIP ATH CFM 120 ry I PATIO/SLAB I I CAR IAT ROM I I I2xl2x9 B/A Center Registers a� IG9 CFM on eetiling fan 169 CFM `y IOxIOx I \ IOxlOx1 r A/C TH,,J w22" x 54"t > Attic Access with lightL-----L150 AmpMeter Panel�� GARAGE Ir----------------- i I I I i I I I I I I I I I I I I I I I I I MECtiANICA_ ouT SCALE: 1/-I" = I'-0" 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 by 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'-I" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 DINING ROOM 61 R�A1 I �ce7i� k 20k2O LE 232 CFM 12xbx1 SECOND BEDROOM I j 12x12x8 �-y B/A COVERED PORCH #2/0 Aluminum feed I '/s' Conduit -� 2"PVC ( A/C disc. ISO MCB PANEL 2" rigid service FPL I to #e5#cant rroppebariin slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction H.B. Vent_ thru SoFri t Braden t Braden AI A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 34996 #AAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GF Install oulet under disc. not shown I clarity ELECTRIC�4L PL,4N PATIO/SLAB WM Exhaust Duct Thru Soffit E Wire For Front Post Light SCALE: 1/4" = I'-0" Attic Venting Calculations FBC 2309.1 Total Attic Space = 212�4 sq. ft. Venting Ratio I/ISO = I4.1� sq. ft. required fi rovide A Continuous Vented Soffit Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Post Light with ,--�o Photo cell I y Date Drawn : Revisions Sheet Comm It 5-9-I1 GARAGE Drawn by: � LEFT C.C.U. - I 12 - 2 � Checked by: _ D.R.B_ OF 5 t AkIFE SAFETY WARNING This �mbol identifies Life Safety Warnings that should be read given pecial attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2.-0ON CENTER EXCEPT AS NOTED 1 MULTIPLE PLY TRUSSES MUST BE A TENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO PNIGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. M DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. rYlAl CI II T RrtCl 3 ' Spanlor less 30' to 60' Span Spreader Bar 6o degrees or less rig �_ ApProz 2/3 to � �— ' 2 Tdg Li e Span approx. Line /z of Span REFER TO BCSI REFER TO BCD Truss m sl be set th's way If crane used. Truss must be set this way if crone used. Imss s insist cra inmate, your tmss may not match. e operator sets truss this way. This is an example, truss may not match. Insist crane operator sets truss this way All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. AL 1 Fl "A" F::> I E FR N OT IE—= NLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUS. JHS ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLIC I WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. ONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A HANGER For Truss to Truss Connections see hanger/connector iedule in engineering package. Carrying Girder Nails must be as shown. Guide fans Dome angle nails. T PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 F--- 2.00— upset=l/4" heel=315/16" PLUMB CUT END 1 2 x 4 Top Chord WALL HEIGHT F-1" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH 1k Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT GARAGE RIGHT 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT FABRICATION AGREEMENT* ..•icAwnoreearArtrenwrn.rwsAoa'�raaorrcoau .• Ttis Npd dssalptlm dfo plapsmp.eliws tlo bmeae vIA bs hMaled Iq The ePl t:Tllilpr Q a Iml. h Itch =w%nr a nah f Y bona pLcwmt diagram Ylllt Utwafbwltlall 1W''allihtpalmoowdlbbftcdmaawtmmew zMaht wbra.hasrrautnN.e..nwmeabyet.,.11f�l,to„a a thlaig wrawm mft 15 pmovbed by c w no and b t7ma6ars These Idw ten p1j dM' d ddmy 1w utldelelrlad grass fet m bwJmliwpes M be dowed..h aw .vs01 Bah 1a11an a01m b gaddied Ch"m Thwa Yid live aw. 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TRLE �" -A bwrmVb."pW'8csI WbPWMtk#N&'1.yr0 = MultlPle ply trusses must be fatrbned myethar Per aMbtesrbtg before they are sell faRm a to do so can ra4ultln roof sogapRie. T®mporary and permanent bracing are nqullil and can am Oft and property and b the plisponslbMW of the trans erect im Study the contents of the b0oenation packet bxftcled on dellmry before "Uft Vuel " 7Ytt mmattbontoWb acodp!�dod41bPitkWa 9 7iwses punt be ad plumb and sgwre Do.fatter bimb or of ok of plywood6 rootbtg materlal or any -. 'ottmeP cclitCaritrabd toads on frmseer t11b can came DfiNOT SET TRUSSES USING "11S LAYOUT -' -USE LAYOUT DE NMW VYrfM 7TW3= 70 SET TRUSSES CHAMBERS TRUSS INC Fort Flsrce V "a..r-h Fort Plel Florida 34982.8423 800.551 %5932 7T2-466 2012 Faz 771466-8T11 'n249s9,2012 Stuart 7 2,2864= The Architect's or Architect's repre: Shop drawing approval is No "double check•• of thie`contrac The coot..,, , .. !,_ 1i remain respi for checking lield measurement Other construction criteria. Arch aporuval covers general roof sh review of truss sba13101119, and trial structure from uplif to, their recal' ps. Approved By:8 F 92.0/93.2 MITEK 4.2 Dale:_ DESIGN CRITERIA a.den .I.A. P.A. County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M71323 Scale: 1/4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By:_.,e1C Date:04/24/12 Revised:10/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE .7 &0 / M11323