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HomeMy WebLinkAboutBuilding plansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L 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. ' side laps and 6" end laps fastened with corrosion reaiatant tin caps and with 5' ring shank Halls spaced 6" o.c. at all laps and two staggered rows 12" o.c. n field. Attach deck to trusses using attachment detail on this sheet 5/811 thick light textured ,tucco on typical concrete 12 block construction SLOPE 4 ---------------------- ----------------- 5/81r thick x 811W cut coral finished stucco bands RIGHT ELEVATION 27GiiLt: I/It" = I'-V" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 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 L" an( laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attae deck to trusses using attachment detail on this sheet 12 11 SLOPE 2" H.r RE GRESS 3 :.......:..: 0'-0" = Finished Floor LEFT ELEVATION 5/8" thick light textured stucco on typical concrete block construction OL.ALG: I/dt an I'-V- 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 TE Ezpiration Date Design Pressure of Approved Tests 1.2,3 t4 FL# 11499.2 Single Hung Series 185 Mi Windows and doors x gpcons W mi p7n etlon it ma rom eac' corner and 6 o.c. Cwheraa�tor through i Suck into said filled CMU well malntwrong min 2.5" edge distance in strict adherence to the product approval. ± 60 per A I1-0330.02 Overhead Gars a Door g Model 824/811 9'-4" max. width 1C-0" max height 9 DAB NCO X Ya CO OOncratl Or withI e coeIL 1) #5 bar vart. ueng 3/6" x a' Hil I HLC Weave anchors at a' a.c. nh LR5" ea. wash rs wall, min. 4• ease distance. Install track to bulk 16/1.' X /a" full thread lag screw in ench brackot mortaring min or 1.5" edge distance - GC to rmtla adhere to product approval rovide n/IL' s nut washer an railer *!waft& 10-9-21 + 50.0/-60.0 sf p B FL# IL614.1 Fiberglass Design Pro/ smooth Pro Jeld-Wen Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max from corners and 1.5" D.C. max thereafter in head and Jambe. + 50.0 PSF C FL# 15332.2 Sliding Glass g Door Series 420 MI Windows and doors __ il. x =one l min penetraG , at max. rom lac corner and �" a.c. al double row thereafter through PT buck into solid Pilled CMU wall mmntaining min 2.5" edge distance n strict adherence to the product approval. + 18.2 PSF - Product NOA/FT, NUMBER Model III Manufacturer Attachment Method TEST Expiration Date Design Pressure of Approved Tests Mullions FL# 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" 'elf tapping screws per clip as shown in product approval. + 118.9 PSF - Roof FL# 11451.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" D.C. max acing over ASTM D (t a 2) 30 Ib felt underla ment installed with min. 41" aide laps and 6" end gP g P laps fastened with corrosion resistant tin cape and with 1.25" ring shank Walla spaced 4" o.c. at all laps and two staggered rows 12" ox. in field. Attach deck to trusses using attachment detail on roof plan - 08.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using Us x 3" wood screws at each truss. Install soffit to battens using 0,12" dia. x 1.5" loric ring shank nails with S/8" dia. head. +55.0/-35.0 PSF Hurricane Panels Flu 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long 55 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 rI have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) RESS II Finish Columns with / 5/8" thick cut coral finished stucco bands 2" x 4" top plate base -board Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11151.12 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 L" 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 1710-011J/1r ST. LtiCTF rnT-NT1-pTZI n-tNC n; RFVIF%NTD FV(�R CCO.�(1 L1a\CE REVIER'EDlad ill. _L SLn ,. stucco on typlcal concrete 5/8" thick x 8"w cut block construction coral finished stucco bani REAR ELEVATION 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 4" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet SCALE: 0SgS,i;,HA.ATJkCM1EN CONCEAL AREC NTPACTOROFRECORDH THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. TERMITE TREATMENT REQUIRED 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate thro one layer of 15 lb felt using 8d nails. Su to be 19/32" CDX Plgwood nailed at L' in field and edges with IOd ring shank ge nails into truss webbing. ALL MANUFACTURES LABLEE U FACTORS AND SHGC 0011 WFrH FBC ENERGY CODE RE MAiN ON ALL DOORS AND UN IL INSPECTIONS ARE AI 8'-1" BE 3 12" I a 3 n , 5/8" thick x 8"lu cut coral finished stucco bands FRONT ELEVATION 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at IC o.c. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR CxO 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior !Mori-Bearinq Partltlon Braden t Braden AIA, PA Architects - Planners III S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenai4scomcast.net Stuart. FL 34996 UAAC000032 S Wgnne Building Corp. Spanish Lakes St. Lucie County Florida SCALE: 1/4" = I'-O" O'-O" = Finial ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLC OCCURS BETWEEN THE BUYER AND WYNNE BUILDING C AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building_Design is: Enclosed Risk Categorg: II Wind Velocity: IL5 mph ultimate Mean Roof Height; Roof Pitch: 4:12 Internal Pressure Coefficient: ±0.18 Subjectabilitg to damage from: Weathering: Negligible Termites: Very Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: AiSO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.4LQL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.4 par Roof Zone: 2. +20.4/-51.0 psf Roof Zone: 3. +20.4/-84.0 psf Components t Cladding Wall End Zone Width: " Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 par Waft Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door.+32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ea Are Components an Cladding Detai s Provided? Yes Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --1-5 psf FLOOR DEAD LOAD: 10 per JOB ADDRESS: EJ = Roof Zoi Wells Zone ® = Roof Zoi Walls Zone END ZONE an Corner 2 Roof Zone Model: Date Drawn Revisions Sheet C 5-9-11 REAR Drawn by: �' `4, `'` PORCH C.C.U. RIGHT Checked by: D.R.B. OF 5 Counter top - verify type with contractor , FLOOR FLAN 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 bg 4" diameter proceeding With work. steel crash post. Floor p g Flange with 4 - 3/e" 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 SO k51 steel plate) a minimum IAO0 P.S.I. fiber stress. 6" 4. No dissimilar metals to touch. 2yz 2y," S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° shall be 3,000 P_S.i. concrete and/or 4,000 P.S.I. grout mix ,3/e„ 0 2yz, 6. Drywall at ceilings Shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. IQJ 21/", 7. ALL wood in contact with concrete shall be pressure treated. o 0 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. r� 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance With the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 2/2" 2,z 12. Lowest finished floor to be set bg Governing Building Department 6" 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 l6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 40 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18, Gyypsum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931 C960, C1002, CIO41,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) 1" x 6" P.T. Buck nailed to Masonry Beam block with case hardened nails / prior to door attachment Dr wall y Thickness Location Orientation Framing Member Max. spacing s p of fasteners Nat sizing options for dr wall into Spacing Maximum installation of wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" T, 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail 0.080" dia. xx 1 5/8" long with Walls Either I6" 8' to Direction 15/64" head OR Gypsum board nail 0.08V dia. x 5/8" with 9/32" head. Ceding Perpendicular 24" �" 12° 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail / OR Walls Ether I6" 8" 161, 0.092" dia. xx 1 l/8" long with Direction 1/4' head OR Gypsum board nail 0.0915" dia. x 1/8" with 19/64" head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the rn 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 accompanylnRA 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 roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt 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 with (10) 10d x 1st/2" each 12 ( 24" o.c.) supporting Max. 4 Islolbs, uplift Aluminum Drip - Edge t Fascia 2" x C Sub -Fascia Kaycan full o vent vinyl soffit installed using 1/8" die shank x 15" long gaiv. roofing nails with 3/8" dia. head per product approval — see chart sheet al 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap — at each filled cell Wood Base Grade ^ IIIE�III�IIIE 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 (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (l) 95 bar cont. for bottom row over openings 1/2" drywall over 1" x furring strips at 19" o.c, with R4.1 Pit -foil 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 R9011 and Mortar Jonts shall comply with FBC R6012J. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (I) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill IIII -1 —I I I Ell I III I I I 1 i' 14" x 14" Concrete footing 4" with (2) #5 bars cont. and #5 TY F I C A L SECTION transverse bars at 48" o.c. Scale : 1/2" = I'-O" Recess top plate 6"w x 3/8"d for steel support angle see detail on this sheet Steel countertop support angle Install 6" from each end and one in center of counter. see angle detail 1/2" drywall Base cabinet 2" x 8" wood studs at 14" o.c. 2" x 8" PT wood plate KITCHEN ISLAND FRAMING DETAIL Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall arias #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and n ,-t nil at n nnr prior to door attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block with 3/I6" tap —con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at ,jambe and 20' o.c. max. Exterior race at head and sill per product approval of wall ----\ / \ Buck to be I" x 4" PT Detail at Windows I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS Install SGD thru buck Into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval 1" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door Masonry Wall 1 1/21, Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with S l i d i n g D o o r De tail a i l I penetration at max. fromom each corner and 20.." o.c. max thereafter at Jambs per product approval Jamb a m b At Masonry Wall NTS Window Schedule Mark Size Rough O en. window Descri tion PRESSURE ZONE I. 4'-5Y8"x 4'-6%" 54k"x 54Ya" Single Hung ZONE 4 2. 6'-2%'x 5'-3 %" 15" x 63 %," Single Hung ZONE 4 3, 2'-2" x 3'-2%" 2lk2"x 38%" Single Hung ZONE 4 4, 3'-1" x 5'-3%s" 38" x 63 /4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint nd mullions per elevations. LL windows to withstand pressures in permit info box on sheet 1 LL windows in bathrooms to be tempered tI rough opening dimensions to be verified bg contractor h manufacturers specs prior to construction Door Schedule Mzrkl Size Rough Opening Door Description PRESSURE ZONE 9'-0" x 1'-0" 108" x 84" Overhead Garage Door ZONE 4 3'-0" X c-8" 41" %4' x 83N, Fiberglass Panel - Inswing ZONE 4 6'-O" X 6'-8" 14" x 81 %2" r" K::`e" Sliding Glass Door ZONE 4 2'-0" X 6'-8" Solid Core - Wood - 6-Panel-Bi-Fold Finished 24" x 81 %2" 2'-6" X 4. _8. Solid Core - Wood - 6-Panel 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" x 6'-8" x 1 Solid Core Wood, Steel, or Masonite Door 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X iii Solid Core - Wood - 6-Panel - Bi-Fold ALL b GARAGE WITHSTAND Al w1 Exterior doors to withstand pressures stated in permit info x on sheet 91 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 rough opening dimensions to be verified bg contractor h manufacturers specs prior to construction Verlfy attachment hole location with GC prior to fabrication 3/8" thick steel Brack COUNTER TOP BRACKET DETAIL Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Wunne Building Corp. Spanish Lakes St. Lucie County Florida Total Cubic Ft = 14,024 MODEL: Date Drawn Revisions 5-9-I1 REAR Drawn by: PORCH C.C.U. R i G H T Checked by: D.R.B. Square Footage Breakdown Total A/C Space = 1,193 sq. Covered Porch Total = 212 sq. I Garage = 459 sq. f Under Roof Total = 2,484 sq. Sheet I Co 2 . l�- i OF 5 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied STRUCTL IRAL N07�_-S: 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. 11. 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 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. BUILDING CONSTRUCTION 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. 7 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. ATTENTION OF THE ARCHITECT. 16. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11. FOUND/4TION FDL�4N 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 41 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t 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 notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6 —O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-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—l6 and A-35 specifications. ALL Anchors to be A-307 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ IThicken edge to 8"xB" 30" overlap SEE TYPICAL with concrete and at each filled cell SECTIONS one 45 bar continuous 4" concrete slab with fibermesh OR 4"x(" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill Grade —IIII— IIII 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 4 „ j TYPICAL FOOTING DETAIL. J SCALE 1/2" = I'-U" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 95 bar Cont. - Q _ -� o� • l���GX �/�� it 10" _ ' (2) #5 bars cont. bottom steel 12"' DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) III bars Vert. tied into lintels above Verify house slab --fieight In fieid Top of rooter 14" below finished floor 14 SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS F 1211W X 14"0 MONOLITHIC FOOTING — 0 STEP DETAIL ON THIS SHEET 30" x 30" x 10D COLUMN FOOTING WITH (4) 45 BARS EACH WAY F 8"W x e"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 141111 With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB ® 0'-0" 9 1211W X 18"D MONOLITHIC FOOTING — L" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesfi OR 4"x4" 410/10 WWM on 10 and Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" 45 bar Vert. w/ 30" overlap at each filled cell SEE TYPICAL 4"�SECTiONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. VxV #10/10 WWM on 10 mil Visqueen over #5 bar In curb clean compacted termite treated fill \I\x t O'-O" ® F.F. Grade 117 "—I — RI —III 14"w x 14"d concrete monolithic footI ng with (2) 45 bars cont. 14" GARAGE CURB DETAIL III 30"x30"xl6" concrete column footing with (4) 05 bars each way �i _IIII I all 30" % COLUMN FOOTING DETAIL SCALE 1/2" = I'-O" J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. a 6 2 Ln ID" (2) #5 bars cont. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWi'`i Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services - Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One # 5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location i 15'-3" 8'-IOY2" 12" 8'-10Y2" I r- oE oo I i I oa oo ° ° _ _ _ _ _ °LLO N r— ° F4----�— 8 �L T I FI I o I 24" I Filled cell under r girder above I FI J Rear Porch Slab to O 1W F4 0 1 r be poured separately p I o from House Slab. O fL N �- I L O Thicken footing to 0 ,I / I 24"w x 14"d x 24"L / I under filled cell —_ 0 ZL ��3M I under girder bearing. QQ �� �ISE N _ FI N _ _ _ _ _ _ FI 1 I Rear Patio/Slab to be flush with bottom of sliding door recess.Slope I" I li I I o I I I Flii i I �- i ° to I of I I 4" concrete slab with fibermesh OR H.B. I 6"x6" 910/10 WWM on 6 mil Visqueen over I m" O I clean compacted termite treated fill of I� I 2. n d - _ I I • i DYER ASHfiR I �I I to I� i i to FI I o O I TERMITE TREATMENT REQUIRED � I r of Io v i DW FI 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill I Q I MICROWAVE NON-VENT 738PAR EO ) E O H.BIME Ilin ZL I&- — — -- —w-H. I 4" 4 Steel Ballard (] See detail on this sheet F�# w , F AiC I I I w I Me I F6 FI I I to to F51 on either side of house field verify L — m — — — — — — — r — — — — — - — is — S O service location N 0O Oo ,, tn D o i I r--� ----- — ° L, O I "' U.1 F51 I N o 14 Step I I Q N lu (L I Io I F5 z 1 r I 0 p5 I, a- I u �----- F5 L------�5----� ° — l�J O — --J — O OO p 1.5" Recess for O O ° 00 O 1.5" Recess for O OO arage Door zn siege oor J 2'-8" 9'—O" T-8"j< 1 2'_8" 2'-8" Double Filled Cell Column Single Filled Cell Column NTS NTS Braden t Braden AIA, PA Wl6nne Building Corp. MODEL: Architects - Planners 411 S.E. Coconut Avenue WINDS O REAR T HE ` Tel : (112) 281-8258 I I J P O R C H Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaiaecomcast.net St. Lucie County Florida RIGHT Stuart. FL 34994 #AAC000032 Date Drawn 5-9-I1 Drawn by: C.C.U. Checked by: D.R.B. Revisions : Sheet File C 3, OF 5 Comm # Y l9-l59 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size — 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Pressure Zone I b" 6" i ring shank 45 psf Zone 2 4" 4" 8d ring shank 14 psf Zone 3 4" „ 4 8d ring shank 84 psf ��/** Zone 3a C 4" tt8 wood screw 112.5 psf ** Use nails or screws based on pres$ure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. \,, R O O F FLAN ScaIP . 1 /1„ = Provide 95 bar set in pre -cast lintel into beam where length of the opening calls for it. - O t 1 i- nil 1 t h t d O Provide Cast -Crete - -ti- - - SUS-OB/OT precast - ` lintel set in mortar Min. 8" Bearing Verify with Plan 1-11 12"x 12n 1I Hl I Column Block V It-1 Rebar Rebar 48 Bar Dia. Min. Overlap Column to Lintel Attachm&nt ovide PT Buck .ached per jamb ails into filled c 4" Pre -cast Sill V ver angs a un ass — Roof pitch at 4.12 unless O erwlse n0 e n otherwise noted on t — Truss shop drawings to be provided bg manufac — Any changes to this plan Shall be submitted to architect for approval In writing prior to Starts — ALL TRUSS TO TRUSS CONNECTIONS B TRUSS MANUFACTURER — Architect to review Truss Shop DrawingS PriOI _ to construction for layout and uplift verlflcatlor Poured Filled Cell - Contractor to provide for Form Board Survey Form Board Survey to Truss Company prior tc Provide #5 bars with min. 48 bar dometer a overlap in filled cell. Tie filled cell steel into continuous Tooter steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" oc. Install Simpson MGT into wall using 5/8' die. threaded rod set min. 12' into wet beam and (22) IOd nails into truss 3LOCKiNG DETAIL )ER STRAPPING TER BEARING POINT NTS i 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 Type 2 felt paper using Sd nails. Substrate to be 19/32' CDX 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 #11151.12 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 Additional Precast Lintel #5 bars '" Lintel Length Bar Length Clear Span u n A Bars u n B Bars CLEAR r " , r ;;;:.. , 2'-10" 2'-8" 1'-6" 2,#3 none 2'-2" 2,43 none 81118-OBAT 81118-IBAT 8P8-IB/2T Addtional 4'-0" 3'-10" 2'-8" 2,43 none - #5 bars. CLEAN - 4'-4" 3'-2" 2,tt3 none One Row of "H" :;.� 5'-4" 5'-2" 4'-O" 2,#3 none Block Above 5'-10" 5'-8" 4'-6" 2,#4 none y Precast Lintel 6'-6" 6'-4" 5'-4" 2,tt4 none t Additional=' i tt5 bars T-O" 6'-2" 2,95 none BFI6-IBAT 8FI6-I15/2T " T-10" T-O" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I, min. coverage of stir i=l.5" 2. min. bearing required a ea. end=8" 3. standard for reinf. stain— TM ALIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of 'H" Block Above " Battom Steel Size Top Steel $1i* Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2' V-6' 811118-OBAT I #5 3069 1509 1024 L31 7-0 2'-8' 3'-I" 4'-0' 8F8-OBAT 1 45 2541 1343 1L3 L45 1 4'-5" 1 5'-10" 8F8-OBAT I #5 1105 ai 339 L50 5'-0' C-C 8F8-O$/IT 1 #5 1238 835 121 L60 V-8" T-V 8F8-OBAT I #5 1011 121 534 LBO W-O" T-4" 8F8-IB/2T I #5 2 #5 152 591 512 L90 T-O" 10'-L" 8F8-IB/2T I #5 2 #5 643 530 401 L90B 9'-0" 10'-V 8FI6-IB/2T ONE I #5 2 #5 1533 1183 401 LI00 10'-0" ll'-4" BPS-IB/2T I #5 2 #5 582 494 452 LIOOB Io'-O' II'-4' 8FIL-IB/2T ONE I #5 2 #5 13L6 1028 452 1_120 IT -ON 13'-4" 81i8-IB/2T I #5 2 #5 411 428 324 L12OB 17-0' 13'-4" 8FI6-IB/2T ONE I #5 2 #5 1015 110 324 LI40 14'-O" 15'-4' 8FI6-IB/2T ONE I 45 2 #5 1250 609 259 LI60 16'-0' IT-4' 8F8-IB/2T I 45 2 #5 Soo 192 1 194 LIOOB Iii IT-4' 8FI6-I15/2"r ONE I #5 2 #5 950 500 194 - 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 I4'—O" LONG ARE TO 5E PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails - ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip 712- Edge t Fascia 2" x 6" Sub-Fasci Kaycan full o vent vingl soffit installed using 1/8' die shank x 15" long gaiv. roofing nails with 3/8" dia. head per product approval -see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied_ into lintels above thicken edge to 8"x8" with concrete and one tt5 bar continuous BEYOND Top of rooter 16" below finished floor ta 12 4 MIMI mqwmw Aluminum Drip Edge t Fascia Poured Car concrete b Poured Concret, concrete block u Concrete < Manufacture Flush Flash and Counter flash Nail ledger to gable end truss with (2) IOd " its at each web \ 1/2' thick stucco on 3/8' hi —rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4' penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 45 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 'r chars Per Specs lax. Mounted Shutter Detail Aluminum Panel Sizes per manufacturer — See Tupcal Stud Detail 1/8' x 3/32* Wing Nut w/ appropriate washer and spacing is Par manufacturer's Details .043- u 094- 9 s S Stud Detail Stud w/ Die Cost Zinc N Nickel Plated Wing Nut i/4' nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOc nails at each trues PRE—ENGINEE�c.D I.I. 24"o.c. TYPI ( shop drawings by mar \R-30 blown fiberglass in bottom chord of trusses drywall with smooth finish Two rows of beam block filled with concrete and (l) #5 bar cant. in each row. Substitul precast lintel filled with concrete and (1) #! or Cont, for bottom row over openings 1/2" drggwall over I" x furringg strips at 14" o.c. with R4.1 ?[—foil insulation on typical 8" Block walls All drywall to be installed per FBC RlC T and shall meet all pertaining ASTM code 0o Mortar to be Type "M" onlgg proportionei and Mortar joints shall comply with FBC Provide Dur-O-Rock at all wet areas Fill cell with concrete and (l) tt5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill _ _ I III1I II-1I I1=1I I I I 111 EI H 1111— 1111I II I11 I-11I -111 _ 11 �� =1�II-1�u ull IIII FI 14" Ical Section dt Front Forch Scale : 1/2" = 1'-0" Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut ,Avenue Tel : (172) 287-8258 Fax : (112) 281-8283 E—mail: bradenaiaecomcast.net Stuart_ FL 3499(e #AAC000032 aimpson r-i= I H 1V strap cuss to wall using oimpson rfta i with hurricane anchor at each truss 5/8' dia. threaded rod with min 12" embedment „ "II ii� Into beam either wet set or in eDoxw with rrvvive uvw,napvu� hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Wgnne Building Corp. Spanish Lakes St. Lucie County Florida MODEL: REAR PORCH RIGHT Date Drawn Revisions 5-9-11 Drawn by: C.C.U. Checked by: D.R.B. Provide downspout Sheet Comm 4 Fil Copy lS -ISC OF 5 PANEL "A" Poles BR Load Wire Description circ# circa Description Wire Load BR Poles 2 40 1.0 kw no A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 Range #G 12.0 kw 50 2 2 30 4.5 kw #10 40 gal. water HTR 5 L 8 1 20 1.8 kw 412 Pump 9 10 Dr er #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw 412 Micrauave is 16 Refrigerator #12 1.2 Its 20 1 1 20 L5 kw 912 Kitchen S.A.C. 11 Is Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 14 20 Recepts #12 - 20 1 1 20 1.2 kw 912 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 kw 102 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 1A kw #12 25 24 Recepts #12 - 20 1 1 20 1.92 kw #12 21 28 Recepts 912 20 1 1 15 #14 General Lighting 29 30 1 Racepts 3912 - 20 1 - 1 15 #14 General Lighting 31 32 Recepts 912 20 1 1 15 #14 1 General Lighting 33 34 Exterior GFCI #12 20 1 1 15 #14 General Lighting 35 36 Bathroom GFI #12 20 1 20 #12 Smoke Detectors 31 38 General Lighting #14 15 I 1 20 #12 Bathroom GFI 39 40 General Lighting #14 15 I spare 41 42 1 spar PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) .General, Lighting (3, .watts. sq. ft) . . . . ......... Small, ,A,ppliance..C..ircult(s) . . ......... . . ........ .. Range Refrigerator Microwave..................................................... Dish Washer, .................................................. ,,,,,,,, Clothes„Dryer................................................ 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 1,500 1,500 1 1200 1,200 1 1200 1,200 1 5,000 5,000 1 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 91,100% 1 10,000 10,000 Remainder 21,415 e40% 1 O 10,9411. Electric Heat or A/C 10.000 91.5% 1 10.000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch Eyeball Recessed P15 Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle O- Wall Mounted Light ome GrI Waterproof, ground fault interruptalf A Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack r-cm-1 Carbon Monoxide Detector Flood Light TO Thermostat m Electrical Panel ® Central Vac r"i Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack AC c I A/G Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light s Speaker Hook -Up Fil Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electr[c Notes: I. Use coppper were 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. 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 RM1402 10. A/C Refriggerant lines that are run thru slabs must be sleeved in IIVC II. 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. IL. 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. 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. - x2/0 Aluminum feed I '/s' Conduit -� 2" PVC ( A/C disc. 15O MCB PANEL 2' rigid service FPL I Bar#a5 #�ont�FeDa�i in slab ELECTRICAL RISER 124 CFM IOxlOx4 PORCH MASTER BEDROOM I Fl2)d2xlO I 124 CFM B/A 1 IOxIOXL L 141 CFM I 141 CFM IOXIOXI I IOXIOx1 I x1� I I`\1 ---- ° 12xI4xT� 1 1 B/A 1 8x4x4 1 9 CFM 1 REATI ROOM LOSET I 1 I Vent thru 8x4x4 I Soffit -- -' 50 CFM - T_ I DRYER ASHER I LAUNDRY L FM 8x4x4 141 CFM IOXIOXI ° ° 12" 1 DINING IL CFM 8x4x4 �� � 1 1 ROOM T 12xl2x8 •.LI 1 B/A��� - - - - - - - - C A I ° Dw III CFM 12x4xI 1 ^ 1 SECOND I BEDROOM I 1 IOXIOxf 10 KITCH'EN i 20X20 MICROWAVE NON-VENT I (�A 1` T OPENINGR I toailing L - - J 12x12x8 B/A THIRD BEDROOM 100 CFM IOxLx4 ISO Amp Panel GOLF CART I GARAGE I I 1 I I I I I 1 I 1 I I I I I 1 - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively grounded as required by 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 +4 Steel Ballard See detail on this _;Fe �t o I I rill 13 ALGe Access I Q 1 I with light gig,-� L - - - - -� q' '4 - rt-4a CFM GARAGE I r-----------------1 I I I I I I I I I I I I I I I I I I I I I I I MECH�4NIC�4L L,4YOUT O= THERMOSTAT LOCATION SCALE: 1 / ,cf " - 3 TON SEE MANUAL ' J" and Energy Calculation for Unit info Install oulet under disc. - not shown for clarity MASTER BEDROOM i �S S I � I CLOSE I � I VP DRYER AIW 5HFRI LAUNDRY SECOND /� BEDROOM/ PORCH `\ WP GFCI \ I'm THIRD BEDROOM----s� i / Ell Apt' I Attic Ventinci Calculations Total Attic Space = 2101 sq. ft.FBC 2309.1 Venting Ratio I/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit If • b I I � I I I I I GREAT ROOM I ®1 / I EA/ I � I :81 I DINING ROOM I \ I \\ I `N I i FCI - / CAD � I I GFCI K,11T�HE1 I 4FCI $� I ® mcRawgqvE � QFCI / REP. NON -VERTU / 38' CLEAR / O ENIN4 J - GFCI 11 GFCI 01iFCI / 4" 0 Steel Ballard / \ See detail on this sheet 22" x _ S -Attic Access iL---�� I \ ® I 4 OPTIONAL PANEL SS LOCATION S / FCI / / -� GFCI \\\ G A R A G E 150 Amp It Panel GFCI \ \�o earner \ \ GPCI r--------®_ r-------'®--------� Garage / I Garage I Door l / I Door Opener i / I Opener i GOLF CART; GARAGE I I 1 I I I I GFCI to garage lights I I i ELECTRICAL FLAN ---- Post Light with O SCALE: 1/4" = 1'-0" Photo cell Center Post Light ° between driveways 5- Wire For Front Post Light 11'f11' Braden It Braden ,AIA, PA Wgnne Building Corp. MODEL: Date Drawn Revisions Sheet Fild CoRmm 'It FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 BI THE SO REAR 5-9-11 Drawn by: E -� I S- I S 9 : PORCH c.e.u. Spanish Lakes Sp. Lucie Count Florida Fax : (112) 281-8283 E-mail: bradenaiaelcomcast.net RIGHT Checked b g: Stuart FL 34994 #AAC000032 ED. R.S. OF 5 li4,�=LIFE SAFETY WARNING This ymbol identifies Life Safety Warnings that should be read give special attention by all persons installing trusses. e SPACING NOTE n', TRUSSES ARE TO BE SET AT 2'-0: ON GENTER IXGEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI Span or less AL 30' to 60' Span U d�,ree, Spree er Bar "or less _,* I ITog APprox 2/3 to—,, SAC' P� 'OX Line 1/2 of Soon ;T,:SI REFER TO BCSI � crane used. Truss must be set this way if crone used. " T d� „...,mph �.0 .may "at mat'n. This is an crone opera truss may not notch. en t r� ape aL .eesstruss this way. Insist crane operator sets truss thin way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses ® are installed. A AII=� HAN�I_�R NO"T� UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. to M� t Carrying Girder For Truss to Truss - - TNalls Connections see hanger/connectorhe as de tabs o chedule in engineeringe nails. package. Rarriori Tri EAT PLATES BY CHAMBERS upset=1/4" heel-315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315116" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. 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 BCSI & properly nailed to straps & hangers V L I 19-9" 15'-3'79 1 J INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'1 ABOVE FINISHED FLOOR V INVERTED'%' WEBS AT CENTER W/9' B.C. PANNEL LOAD W/ (2) 4^ \` I ' i 14 -4" I 6'-4" 1 14'4'Air— I I i' CLOZED AREAS ARE OF PORCH RIGHT / CHECI DCONCE FOUL LY &MUST E t INDICATE DEVIATION FROM %,_.PLANS. ' , , NO 7 41 CAA The Architect's or Architect's representati, 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 strapping, and loading of structure from gal y and uplift loads an their res e i e, locations Approved By: /i. 3 / ,__--- Braden 3 P-raden A.I.A. P.A. FABRICATION AGREEMENT" T WSM CANNOT gE 3TARTBD UNTIL Tray AOREi:MWM WMMD a RErm Tin local description dthe pmPelbwiwerice busses VA be installedb; .' TM bd adai0lddpM and apeac i:.Tmtses mom be made In "biid accordance wei fhb limos pbo whidlls the sob arm,otlq, for deoer,,,wlp.pi�yp� bpiles6on t>iMe1A0A`O,mesdegre e b 2.-Ar dlTow a In Ws byold have been vemW byfhs laslealpbd, A. Unbw "riamm norm b prwldad by wind aW le ciao iblea Tees days of dNvery the udersbred apest LIM no be WI ut 6" elawswe*, tits r sudh nraei ryhoecs a nnirtrd Clismbers tees s1W have the. fat b..6,....rY Q The uMerbs Ord adonwbdces ieee�i of'BCSI 1-W MWWYO d by TM a WT DAMP Job ate. It b the Wyees'rosponal� b make to lob sits a*" ' dde_rw�ey. Gernbas T� has Ie "Is auffw* to delo nie the V-A" lyofcls Job "Its of the ' The Wryerbr bsea blo additional delivery Trap tea be rafpa.e@iefor dairy dye" I lower job tee b not d"Owary erne I Crheniheis Tees has b reds Qhyelo n"pwWila b taiaabara TnesIII Y or lrrya 4 nor prspred Ax tlAwy at bus Puler bWWoo"ts due bsIs o>tiOl MW h WWVh 7 below b subjW b darpe I "try M.MW #6braRASWper hourfaefor favied"MWbedlagWbyChwnbmThas, . 7: This -to a PURCHASE ORDER to Ctembao Trust of cal "urn aped la or I .elineernont a�co prim kwoice vA be nude on deld deliver aPaid whin rate» of to Belli of laibrle los t'I'ryilatbbe thada e. The etdi aeduled deb be ddMay I buyer tarot as ndendprod for open to Pay Chambas.Tide" restore be esuemIn enot pa'Wd pffyinat join mods. 1-1rt % per martr salt 0. sonar ere or bddeb shrehers an rib "heat oaisma es owes nwdto a1 beets heroin. W'1n ooreideraeon of Chanbere Tam welandtrp credit for t h matadef the mdenlpr Chem The" by airy a *y reoebkip'a'niabr�lol acid go NW end as bdehte irnese to staved bdebb6wss kKAi V'"heys bee.default I inUndadPO°d Naas b pay a payrwg fa MdWW be cods by I 1's 0. I"Li Ir awed of arty aW'Gon concerning this apeanmiL rile RMN lla n abod herea , or WY�ds rdo, to heralin tha Wdbe apes Imo ee "Pis verve for any such som i b 7�Dsabp r 9p as Pe'NOMW Madied And Mftm oerded CI*90m O r'A.NSVrPUWTCA4°f� Uskp Metal Ptele Connected st dwoodTne" v .DATED S10NED , Aspuelalerbamaybeie"per"Bcowbpwantijtlyb 1 04 = Multiple ply trusses mint be fastened together per enginearing before they are set; failure to do so can resultln roof colbtple, Temporary and permanent bracing are requined and can save 8fi and property and be the reisporalbtegf of the fuss erector, 'Study the contents of the Information packet Included on defter] before setting trusses. . Thesesmustbeaetandbravedperdes fopwmt"&dangL Trusses must be ant phunb and squalls Do titrt cent boob or stack of plywood, n dling materlal of any _ocheir cdticetltrated loads on trusses. this can cause conspea DO NOT SET TRUSSES USING THIS LAYOUT usE LAYOUT DEIJVERF.D wr H TRUSSES TO SET TRusSES CHAMBERS TRUSS INC 310E Oleander Avenue Fort Plerce; Florida M8244= 800a551-5932 - Fort Pierce M-465-2012 Fax 7724615.8711 Vero Beach T12"668-i Stuart - 772-2864= 92.0/93.2 1417EK 4.2 DESIGN CRITERIA —-- County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resistir Roofing Material Shingle or Shake ''zI Loading in PSF Roof R.D.L. .91 « Top Chord Live 20 0 Top Chord Dead 7 4.2 .. �I w I Bottom Chord Live 10 Non -Concurrent o , c Bottom Chord Dead 10 3 `'t;l I TOTAL Load 37 7-2m �' 'o Duration Factor 1.25 0 >, Wind Speed 165mph �0 `—° Top Chord C.B. Sheeting by builder. s m Bottom Chord C.B. Sheeting by builder. ~� Highest Mean Height 15*-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 R.D.L. Restrainin Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildin Desi ner and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11392 Scale: 1/4 = 1' LLJ82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By:_u /O0s/if Date:10/07/15 Revised:10/15115 FOR WYNNE BUILDING CORP. PORCH LEFT DESCRIPTION: 71' CARLTON 3BED REAR PORC PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 �Y� 4i Gar-2