Loading...
HomeMy WebLinkAboutPLANSGulf Coast Supply and MFG 5v Crimp Metal roofing FL 31:11651.12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" woocF 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 SLOPE 14 12" 12" olio:.... 5/8" thick light textured stucco on typical concrete �J block construction 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" = II Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with Self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE 8'-I" T.O.B. ELEVATION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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" 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 SLOfr- Finish Columns with / \ 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - Ang changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands Into Window or Door. Il" o' ■ 5/8" thick x 8"w cut ❑...' 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction = Finished LEFT ELEVATiON Product Approval Submittal Affidavit Opening Sohedule Swing Doors. Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method T�yT Expiration Dale Design Pressure of Approved Testa 1,2,3 t4 FLU 239.3 Single Hung SH-100 Impact PGT' 5/IL° 1/4" die. tW a w/ min. 1 3/8" penetratio to be spaced par pr uct approval. Contractor spiall adhere to min. edge distances specified in Product approval + 80.0 PSF - A IL-0330.02 Overhead Garage Door Model 824/811 W-0'max width IL -O max height DAB rie! x !• goner • p aR U e5 hr Verr. era V. x ,Mor p L .. her. a! B as h LnnuSnd"r . I >s•"Idi nir:ad I:r a"!• m neh �ad"a"�t niC�uwr en. WA"d i.a•!da• seem:: - 6C eoOR r n'0"iy' adhere to prod..! agar 10-9-21 + 50.0/-60.0 psf B FLU IL6l4.1 Fiberglass DePro/ Smoothsign Pro Jeld-Wan Elco I/q" dia. tapcon with inn 1.25" embedment at 3" max from corners and 11.5" o.c. max thereafter in head and jambs. + 50.0 PSF C FLU 25I.5 Sliding Glass poor Series 110 SGD PGT 1" nom Type "GSA" I/q" ilia. tapcons w/ inn. 1 3/4C" penetration to be miinc2 1%2 edge distanceaelepecifdrintProduct approeval° + 60.0 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method Eapuation Dntte Design Pressure of Approved Tests Mullions FLU 241.1 1" x 2 3/4" x .315" PGT Install per fastener tgpe and spacings shown in Table IA and IB in product approval on sheet 5 or 22. + 58.0 PSF Roof FLU 11451.12 5V Crimp Metal Roofin g Gulf Coast Supply pp y and manufacturing 2L ga. 5v trim metal roofing attached to plywood deck using #9 x 1.5" woos screws wit self sealing washer at 12" ox. max spacing over ASTM D g E° rig felt underlayment installed with min. i aide laps and L" and laps st ne with laps rash" o. with corrosion reactant tin caps and with .c. ring shank Attach at all late and two etapgerad of p 12' o.c. in field. Attach eRi cad L trusses deck to trusses using attachment detail on roof plan - I08.5 PSF Siding Stucco on Block Soffit FLU 12198.3 ven Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at L" o.c. screwed to Soffit framing using #8 x 3" wood screws at each truss. Install soffit tolh battens using +55.01-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) SCALE: 1/4" = 1'-0" 2" x 4" top plate base -board 5/8" thick x 8"w cut ---, coral finished stucco bands 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 16" o.c. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition "", nts 12 4 1 SLOPE SCALE. 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced to o.c. at all laps and two staggered rows 12" o.c. in field. Attach lack to trusses using attachment detail on this sheet Imo: ICI ICI ICI ICI ICI I!O71 ill lolimIII=IlImi ti 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION /W- CODE CO4� ST. LUCIE CI BOCC FILE COpy 5/8" thick x 8"w cut coral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Sd nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" - 1'-0" >� 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 PERMITTING INFORMATION DORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height.• 11'- " Roof Pitch: 4.12 Pt Internal Pressure oe icient: ±0.18 Subjectabifitg to damage from: Weathering. Negligible Termites: Very Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 an0.124 ASD design Load Combination: ASCE 1-10 Section 2A DL+LL. DL+O.LWL: O.4DL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 Pat Roof Zone: 2. +20.6/-51.0 paf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (MET) -Wall Zone: 4. +35.8/-38.1 psf = Roof Zone I Well Zone: 5. +35.8/-41.8 psf Walla Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided?__ ®= Roof Zone 2 �@� Walls Zone 5 Are Components an Cladding Detaife Provided? Yes END ZONE Minimum Sal Bearing Pressure:2.500 psi, Presumptive: X By Test: psi = Corner Zones SEE RODUCT AP ROVAL F R IM ACT PROTECTION F R O E INGS Roof Zone 3 ROOF LIVE LOAD: _31 pet ROOF DEAD LOAD. 10 pelf FLOOR LIVE LOAD: --43- oaf FLOOR DEAD LOAD: 10 sf JOB ADDRESS: FLOOR PLAN CRAB TYPICAL NOTES: SCALE I/4" = 1'-0" CST DETAIL 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 Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expanslon bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 kal steel plate) a minimum 1,400 P.S.I. fiber stress. 6" 4. No dissimilar metals to touch. 2;2" 2!/2" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. " i2" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix " ,�/e" ° 2h 4. Drywall at cellings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 2i2 , 1. ALL wood in contact with concrete shall be pressure treated. ° ° 8. ALL wall dimensions are nominal and not finished wall or stud dimensions, r2" 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.„ 12. Lowest finished floor to be set by Governing Building Department 6" surveyor t0 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 oer FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonrg Beam Flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the undrside qof the roof deck or on the attiwalls shall comply b x 6" P.T. Buck nailed to block to dooraattachmend nails with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C°f60, C1002, C104-1,C11-11, C1118, C12-18, C1395, or C1394 and shall be installed 1 ' .' :, :;:•, ; °;µ.;::; according to the following: (FBC R'102.3.5) Drywall Thickness Location Orientation Framing Member Spacing Maximum Max. spacing of fasteners Ned sizing options for installation of drywall into wood framing members 2 x min. thickness Nails screws Calling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head /2 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail OR 0.080" di .x 1 5/8" long with 15/64" head Walls Either Direction 161. 8" IL" OR Ggpaum board nail 0.086" dia. x 15/8" with 9/32" head. Ceding Perpendicular 24" 1" 12" 13ga 15/8" long with 19/64" head 0.098" diameter x 13/8" long annular -ringed or 6d cooler nail 0.092" dia. xR 1 1/8" Ion with 9 1/4" head Walla Either Direction 16" 8 „ IL" OR Ggpsum board nail 0.0915" die. x 11/8" with 19/1.4" head. Install SGD thru buck into [-I 0 ir block with 3/14" tap -con with 1 I/2" penetration at 6" o_c_ max. from each corner and 20." o.c. max thereafter at head per product approval AREA CALCULATIONS Living A/C = I,1414 sq. ft. Front Porch = 153 sq. ft. Rear Porch = I -IL sq. ft. Garage = 321 so. ft. Total Under Roof= 2,124 sq. ft, Total Cubic Ft = 11,192 2" VTR JiL I I i 21" VTR Master r JiL Bath I ll.w. I 2" 1 Lev. i 9" I 2" VTR W.C. JIL I l I Sher, b" i I Kit. aaik i I Kitchen 2• I Lev. J s• W.C. Bath #28" .O. T. o Septic PLUMBING RiSER I" x V P.T. Buck nailed to I O I block with case hardened nails Head prior to door attachment LA fixed door Use 3/I6" tap -con with sliding door 1 1/2 penetration at 6 o.c. max. from each corner and 20" o.c, max Masonr Wall thereafter at sill per product a pious! -r N y �L � r I I/2" 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the 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 accompanyln smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x I.5" wood straws 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" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two stagggered rows 12" o.c. In field. Attach deck to trusses using attachment detal on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) od x 1 1/2" nails ( 24" o.c.) supporting Max. 18101ba. uplift Aluminum Drip - Edge t Fascia 2" x 6" Kagcan fill a vent vingl soffit instaliee using 1/8 the shank x I5" long gals. roofing nails with 3/8" die. head per product approval - see chart sheet #1 5/8" thick light textured stucco on tgpical concrete block construction #5 bar vent_ w/ 30" overlap -- at each filled cell Grade TYFICAL SECTION PRE-ENGINEERED TRUSSES - at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord or trusses -1/2" drywall with smooth finish Two rows or beam block filled with concrete -and (l) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar cost. for bottom row over openings 1/2" dryywall over I" x furring strips at IL" o.c. with R4.1 PI -foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M000nlg 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...) Fill cell with concrete and () #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" #10/10 WWM on 6 and Visqueen over / clean compacted termite treated fill �1111- 14" x 14" Concrete rooting with (2) 45 bars cunt. and #5 transverse bars at 48" o.c. Scale : 1/2" = 1`-0 Bottom Track `-Typical Flooring: Sill Install SGD thru buck into block with 3/16" tap -con with Sliding Door D t a l l 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS LUlndow Schedule Mark Size Rough Open. Window Description PRESSURE ZONE 1. 4'-5%a"x 5'-3%a" 54ka"x it Single Hung ZONE 4 2. V-2'/e"x V-3 %a" 15" x 63 %" Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21%2"x 38%' Single Hung ZONE 4 J. 4'-5k."x 4'-2%" 54%a"x 54Ya" 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 manufacturers specs prior t0 construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A go -On X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %"x 83%" Fiberglass Panel - Inswing ZONE 4 C V-O" X 6'-8" 14" x 81 %2" Sliding Glass Door ZONE 4 D 2'-0" X 6'-e" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel IF 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x V-8" x 1 %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - 6-Panel J 2'-v X v-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-e" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold L i'-, X 6'-8" BI-FOLD ALL Exterior doors t0 withstand pressures stated in permit info box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor With manufacturers specs prior to construction PE IS R HEj/IE W 12" 10'-O" 12" OE)E 1N CO T. LUCIE C( Opt. PATIO/SLAB BOCC o° ° E ° E LEI EGRE55 E 12" Concrete columnblo O O O (2)c#1illed barswith vert«tiedtntod lintels above i- 0D � Covered Porch E Provide screen infill below N ° _i °❑° ° °E E o o�o - J MASTER c I E a low " COLIC BEDROOM 1 � avq mn ,_ „ 8'-O" to 9'.- 8 O A.F.F. F IL Vaulted eihCT ng M Flat Ceiling GRE,4;T o ROO o I G O i O Rod $ half 1 0 a 6 -Q"41c 11 g m Vanity to a r -C11 4 Y2 ' ° I m 0 2" x 6" knee -wall �8'-Or to 9'-8" A_F.F. N � o r O 1 K below counter top �J !suited Ceiling CLO ET I [DINING BIN J CABIN@ Rod t Shelf all/� � !ROOM ° a 9° ° � I a 0D Uhl ° A T H o �� i Vanity to be O 34 )12 high 1 o Hig^ Wall �^ KITCHE� ut Venl Dr er ----- thro h wall I O °D Cvar-fiang - d O Flat Ceding o Upper cabinets to D 6 ext nd over Ref. 3'-O"4" IO'-2" O 2" filler 1 ry 1 E B,4TH O o iewrg _ O C Rod t Shelf - O ° R-II Batt. fe ,;n- 4"4 Steel Ballard A/C E # 1 See detail on this s ee 1 tfi _ _ _ _ I Provide auto _ 22" x 54° , O I L O 24° N closer Attic Access I , I (] ° with light Q L - - - - - 22" _ _ 8'-O" A.F.F. 150 Am Flat Ceiling P 4 t Meter Panel s -O" 13'-6" o a ® SECOND m�IL to GARAGEE BEDROOM E EGRESSY '-4" i+i O A.F.F. E °I MT ° E i Flat Carling E E Q F\ " O r----------------- i EGRESS Block wall in 1,E ' gars a to be i - ° ° ° ° o strut block I T - COVERED 5 I I 12" x 12" concrete coluiim block filled I 4 6 IRORCH with concrete and (2) #1 3ars vert. tied O O into lintels abo e to 11 2" 12'-6„ 6„ s 3'-5" 9'-0" 31_51, " 2 5'-41, 36'-O" 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 ,jambe and 20" O.C. max. Exterior face at head and sill per product approval of wall ---\ / \ Buck to be I" x 4" PT I"x4" P.T. Buck nailed to lock with case hardened nails Detail at Windows prior to window attachment Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: brad enaia8comcast.net Stuart, FL 34994 UAAC000032 NTS Wynne Building Corp. THE, STERLING Danish Lakes 5t" 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" die. Elco conc screws with min. I I/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck Detail at Door #8 Woo 'at each prior to screws thru jamb into buck inge and 15" o.c. max and loor attachment NTS LIANCE )UNTy co V_ Date Drawn Revisions Sheet Comm I 5-24-18 REAR Drawn by: ib-300 PORCH C.C.U. 2. LEFT Checked by: B D.R.B. OF 5 y I IN 1.1 l� I 1.1 I\ t't L_ I N L/ I ]_ C) : I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4.000 PSi GROUT MIX AT 28 DAYS 3- POISON SOiL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6- GENERAL CONTRACTOR To VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 1. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12• MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. I6. 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 proceedin 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 .5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-I1" and Provide (3) filled cells on each side of openings from 10'-O" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) L 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 soli test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 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 TYPICAL with concrete and 4" concrete slab with fibermeah OR at each filled cell ECTIONS one #5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill 4" concrete slab with fibermesh OR VxV 910/10 WWM on 10 and Visqueen over Grade clean compacted termite treated fill c° ;ii e " f,4 PORCH SLAB ED w x 14 d concrete monolithic _,• footing with (2) #5 bars cont. 14" f I / TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per . foundation plan N 10" (2) 45 bars cost. bottom steel 12" 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12' x 12' concrete column block filled with concrete and (2) #1 bare vert, tied into lintels above Top of footer 16" below finished floor Verify house slab height in field 30"x30"At." concrete column footing with (4) 95 bars each way #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. 45 bar in curb \ 1 c _ E;_ DETAIL SCALE 1/2" = 1'-0 " 4" concrete slab with fibermesh OR 0XV #10/10 WWM on 10 mil Visqueen over clean compacted/termite treated fill e K tz &\ I1--.III 1= I i 14"w x N'd concrete monolithic footing with (2) #5 bars cont. 14" ARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2' x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at IS' 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 ttl. SEE PRODUCT 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 O ��,. •rLi Single Filled Cell Column NTS Frlled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden It Braden AIA, FA Architects - Planners 41i S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenniaecomcast.net .—_a "I AA!'fA/ � A A �nnn/1/fA 10'-01, I' I � I % 1 jtAfff*FQO/SLAIJ v I --- -r --------'-`-�- ° ° e e 1— — — — — — — ° I F J I I ° Rear ratio/Slab - to be poured separate w from the house slab. (_ �I Thicken footing to 2-4 = I FI 24% x 14"d x 24"L _J under filled cells under girder bearing. ° — NI e e o RIM 0 o e — — — — — — — — — — — — — — — — — — Roar Patio/551ab to be flush with bottom of sliding door recess. FI Slope 1/2" I; CD I 11 I I I I FI 1 I H B I " vanit to be (d'�34 )12 high 4" concrete slab with fibermesh OR 1 ° 6"x6" 410/10 WWM on 6 mil Visqueen over 1 clean compacted termite treated fill I I FI I I i o I / I - I ! o I V o I I FI I I #I I 4"0 Steal Ballard filled w/ Concrete 0 F5 j I I I�pI I ° I 0"I IFQI a� I J I I I �5� i I FI I I I -CE I I FI I ai °I 0 303 �4J i°°rz/zzze, FI 1 i I ig O o �I I —1 W � or41 5 I 0, I i 1 ;,o a QV O C a T T T T T F5 - mr IV W IL b X o w � 12'-0 e L— F5 Recess forr— o.1 IF. -I Garage Door , , ---- 0 1——— — — — — —— ° 3'-5" 9'-0° 15'-10" WQnne Building Corp. THE STERLING Spanish Lakes St. Lucie County Florida 12" x 12" concrete column block fille 3'-5" with concrete and (2) #O bars vert. into lintels above 3'-4" II'-6" vvFOR IDE CO LIANCI LUCIE COUNTY BOCC 11 H.B. FOOTING SCHEDULE Mark size Description I 14"W x 14'D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IVD COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x B'D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W x 14'D With Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn Revisions Sheet 5-24-I8 Comm # REAR Drawn by: 1�-300 PORCH C.C.U. LEFT Checked by: D.R.B. OF 5 R00F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d on presspre for roof stated in permit info box on t elie piano for zone 3 Key Area Ede Field Fastener Max, Pressure Zone I 6" 6" Sd ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 plef Zone 3 "¢" 4" 8d ring shank 84 psf ** Zone 3a 6" 4" #8 wood screw 112.5 psf ** Use nails or s4rews based on Apres§ure for roof stated in permit info box on these plgns for zone 3 Provide #5 bars with min. 48 bar diameter& overlap into beam. Tie filled cell steel into continuous beam block steel Provide Cast -Crete 81.11 O ` precast lintel set in mortar-. Min. 8" Bearing Provide #5 bar act in pre -cast lintel into beam where length of the opening calls for it. ii: Iw..` �+�v>rf'..ytY+.; i'i1`�hl�•'�'il Provide PT Buck attached per jamb details into filled cell 4" Pre -I cast . ir'• �', Fik4". 11 I (;....:� --Poured Filled Call Provide #5 bars with min- 48 bar diameters overlap in filled call. Tie �Jfilled cell steel into continuous / footer steel, I. - "' Concrete Footing (see footer schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert, leg of truss with Old x 1.6 nails at 4" o.c. Verify with Plan Concrete Install Simpson MGT into wall using Lintel Column x B \ N into wet beam nand rod set IOd mails?nto truss j—� Column Block Column Rebar 1,48 Bar Dia. Min. Overlap to Lintel `a#-T Rebar TRUSS BLOCKING DETAIL A t t a c h m n t AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed SEA N SCHEDULE wire loth nailed tosubstrate through one layer of 2 ASTM D T pe 2 felt paper using 8d nails. Substrate to be 19/32 CDX Plgwood nailed at 6 c.c. in field and edges with IOd ring shank nails into studs. Mark Size and Description Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 Two rows of beam block filled with concrete and 1 #5 bar 2tga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" BI continuous in each row. Hook Vert. bar over top bar with w screws with self sealing washer at 12" o.c. max spacing over ASTM D #5 90° band bar with a 10" min. la et to bar. p P (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 aced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach sdpack to trusses using attachment detail on this sheet LINTEL SCHEDULE Mark WindDow or o Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " " Bottom Steel Sim TOP Steel Size Max, Gravite Load (PLP) Max. Uplift Load (PLP) Max. Lateral Load (PLP) L22 T-2" V-6" 8P8-OBAT I #5 3069 1569 1024 L31 �'-L� 3'-11 4'-O" 8P8-OB/IT 1 #5 25L1 1363 163 L45 4'-5" W-10" 8P8-OBAT 1 #5 1105 9o9 339 L50 5'-O" 6'-6" BNB-081AT 1 #5 1238 836 121 L60 6'-8" T-0 BP8-011B/IT 1 #6 1011 121 534 L80 8'-O' T-4" 8P8-IB/2T 1 #5 2 #5 152 591 512 L90 T-0" 10'-6" 8P8-IS/2T I #5 2 #5 643 530 401 L905 9'-O' 10'-6" BFI6-I15/2T ONE I #5 2 #5 1533 1183 401 11.I00 10'-O" II'-4" 8P8-IB/2T I #5 1 2 05 582 494 462 LIOOB 10'-O" 11'-4" 8FI6-IB/2T ONE I #5 2 85 1366 1028 452 LI20 12'-O' 13'-4" 8P8-I8/2T I #5 2 #5 411 428 324 L120B 12'-O• 13'-4" 8PI6-IS/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-O" 15'-4" OPI6-IS/2T ONE I #5 2 #5 1250 L09 259 LILO IL'-O" IT-4" 8F8-I5/2T I #5 2 #5 300 192 144 LILOB IL'-O" IT-4" 8PI6-IB/2T ONE I #5 2 #5 960 1.500 1 M4 - ALL LINTELS SHALL BE MADE BY CAST-CRPTE. - 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. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2' nails - ( 24" o.c.) supporting Max. IBIOIbs. uplift Aluminum Drip _ Edge t Fascia 12" Kagean full o vent vinggl sorrit installed using I/8' dia shank x T 5' long gale. roaring nails with 3/8' die. head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tie Into lintels above thicken edge to 8"x8" with concrete and -� one #5 bar continuous BEYOND Top of Tooter IL" below finished floor 12 4 hormonal wood into vertical ri Aluminum Drip ' Edge t Fascia Flash and Counter ' flash Nail ledger to gable end truss with (2) IOd ila at each web hi -rib lath vertical wood s to provide .ration Into 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert, w/ 30" overlap at each filled call Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan- Slope per foundation plan Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" 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 HETA 2O Brace Gable end with 2" x 4" SYP #2 Oft back nailed to bottom Of top chords using (2) IOd nails at each true& PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) O LU w N t- x O� N m <+' O r= H16 as d =s ul to U ,. 1p d O E_aCc c= — O N N N E:alc Brace Gable end with 2" x 4" 5YP #2 min. Oft back nailed to bottoms of top chords using (2) IOd nails at each truss \R-30 blown fiberglass in bottom chord of trusses -1/2" drgwall 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 (1) #5 bar cont. for bottom row over openings 1/2" drygwall over I" x furringg strips ai 16" o.c. with R4.1 PI-foll -Insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortarto be Type "M" only proportioned per FBC R601.1 and Mortar joints shall comp y with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers. tubs etc...) Pill cell with concrete and (1) #5 bar vert. (tgpical). 'Max. spacing shall not exceed — Wood 48" unless otherwise noted Base see foundation plan notes for — OVERHANGS AT I`—O" UNLESS OTHERWISE NOTED ON THIS SHEET / spacing at openings 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET VxV 910/10 WWM on 6 mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO TH , REVIEWE OR Simpson HETA 20 CODE COM IANCE hurricane anchor at each truss ST. LUCIE COUNTY ( 2 4" o.c.) supporting Max. 1810 lbs. uplift BOCC • ... —III ' .. ,` •:'.. I I I I—IIII I I I I=I I � I --I I C I=II I I I I I I III I I�IIi��II� III ;,=IIII=IIII 140 TI=1111 3 TuplcdI Section a �C WAS ONES WWA"Ad MAIN FMAINUM 0 �Mz INA FA War i SRI IBM memo HETA 20 OOF: PLAN O LU O Ju UJ Q U Otoo Q i- w E LU U-0 u.l o ,n Z J1J R W O d) 0 JJJ E ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. IIII�IIII„T,IIII— — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER 1=1 — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION at Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale - 1/2" = 1'-0" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION PANEL "A" Poles BR Load Wire Description kirk# kirk# Description Wire Load BR Pdes 2 40 1.0 kw #8 A/C camp I 2 AHU #10 3.6 kw 30 2 3 4 2 30 4.5 Its #10 40 gal. water HTR 5 L Rana #6 12.0 kw 50 2 l g I 20 1.8 kw #12 Pump 9 10 Driler #10 5.0 kw 30 2 II 12 1 20 i.5 Its #I2 13 14 Dishwasher #12 1.2 kw 20 I 1 20 1.6 kw #12 Microwave i5 16 Refrigerator #I2 1.2 kw 20 1 1 20 1.6 kw #12 Kitchen S.A.C. it 18 Recepts #12 - 20 1 1 20 1.5 kw #I2 Kitchen S.A.C. 19 20 Recepts #I2 - 20 1 1 20 1.2 kw 212 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 1.4 kw #12 25 26 Recepts #12 20 1 I 120 1-92 Its #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 24 30 1 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 - 20 1 - 1 20 #I2 General Lighting 33 34 Exterior GFCI #12 - 20 1 - 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 - 1 20 412 smoke Detectors 31 38 General Lighting #12 - 20 1 I 120 #12 Bathroom GPI I 39 40 General Lighting 912 - 20 1 S are 1 11 1 42 S are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) Small. Appliance it Circus) .Range...,.... .................. Refrigerator ................................................. Microwav.e ... ............................................................. .Dish,Washer................................................... Clothes„Washer...... . .................... 4 ................... Clothes,.Dryer.............................................. ,Water. Heater ................................... Water. Pump ................................................... Garage, poor .Opener... ..... ........ 1136 3 5,205 2 1,500 3,000 1 12000 12000 1 1.200 1,200 I 1500 1500 1 1,200 1.200 1 1200 1200 1 5,000 5.000 1 4 500 14,500 1 1,800 1,800 I 810 1 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10 000 Remainder 21,415 e40% 1 O lo'%fl Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,946 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 Sa Double Pole Switch ® Eyeball Recessed Pe Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light P F aterproo group fault circuitU. Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack r-c7m Carbon Monoxide Detector Flood Light Q Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter �s Smoke Detector Ceiling fan © Television Jack ® Telephone Jack ACoisc A/C Disconnect ® 1 x 4 Florescent Light I ® 12 x 4 Florescent Light p I Speaker Hook -Up I❑ Intercom ®= JUNCTION BOX TO SUPPORT A PAN 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. 5. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refri erant lines that are run thru slabs must be sleeved in (PVC II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fulig operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 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. Vent-thclL--- Soffit AiC Meter 149 CFM IOxIOxL MAST�R BEDROOM 149 CFM IOxlOx6 L_y4 a� Ig2/2Ax10 _ 9 Pt. B%A O 9-1 4\1 54�FM II i � •-\ ATHo �� I , .2 CFM I2xLxl W.H. -� I z 54" Attic Access with light -----J 150 Amp Panel GARAGE r----------------- i I I I I I 1 I 1 I I I I I I I I I I I I I I `1ECRANICAL LAYOUT SCALE: 114" = 1'-011 I1. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 Covered Porch GRE/dIT ROOD I I C«I afar Registers 208 CFM on' ceiling fan IOxIOx I - 1210 14 COVERED PORCH DiNiNG ROOM 208 CFM I0AI 15 CFM ex4x4 ATH 144 CPM IOxLxL SECOND BEDROOM I 1 B/A� A/C disc. ISO MCB #2/0 Aluminum feed 1 I/i" Conduit PANEL 2" PVC ( rigid service FPL 1 Bare #6 cop e� wire Z" to #5 cant. pre ar in 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 I 'S0- f t thru Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall w.p. G Install oulet under disc, not shown i clarity 0 °r ELECTRICAL FLAN Braden t Braden AiA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia9comcast.net SCALE: 1/4" = I'-011 Attic Ventin Calculations FBC 23091 Total Attic Space = 212-4 sq. f t. Venting Ratio 1/150 = 14.1( sq. ft. required Provide A Continuous Vented Soffit W-9nne Building Corp. THE STERLING Stanish Lakes 5. Lucie County Florida Post Light with Photo cell I 6'-3" H.B. Exhaust Duct -Thru Soffit Wire For Front Post Light Date Drawn Revisions Sheet Comm 5-24-18 REAR Drawn by: PORCH c.c.U. F - 1 LEFT Checked by: 0.R.B. OF 5 =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. rVIW" r lr LL t L r r r wvvLV lVlWW r rJL ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE AL IF MULTIPLE PLY. Carrying Girder For Truss to Truss Connections seeTDome hanger/connectorbe as schedule in engineeringe nlsSO package. Carried Truss SEAT PLATES BY CHAMBERS =1 upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF V-0" ABOVE FINISHED FLOOR TRUSSES FOR TIE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR T-AT MODEL A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH Do not sand on trusses until they are braced per BCSI & properly nailed to straps & hangers 7Z - I SPACING NOTE ALL TRUSSES ARE TCBE SET AT 2'—O: ON CEF'ER EXCEPT AS NOTD .41F2 F 1AIVpLEFR IVOTIE= 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. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses AL are installed. A I i I N Q Q Q Q Q Q Q Q Q J2 J2 qB o ,��QO J4 J4 is J6 f✓ GRA A I \ Al I A2 I 2.0 INT .001 NT. A3 I I A4 I I A5 1 A5 1 A5 I A5 1 1 13'-8" '4 A5 A5 I A5 ATA ATA ATA ATA INVERTED "V" WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U ATA ATA ATA ATB ATC BHA zo = p � I I I I I J6 I I I I J6 J4 J4 J2 J2 I I CI A.' GARAGE LEFT A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI A the Architect's or Architects representative's I V L / Shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible C L for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gra ity and uplift loads and their tea tive I lions. Approved By: �. Date:_ Braden & Braden A.I.A. P.A. FABRICATION AGREEMENT ;IUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED $ The legal descdptlon of the property where the trusses will be installed is: The undersigned acknowledges nd a agrees: d` 1. Trusses will be made In strict accordance with this truss placement dia which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss wi . days of delivery the undersigned agrees that no backcharges will be allowed. such written notice is furnished Chambers Truss shall have three (3) business d to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "SCSI 1-03" summary sheet by TF 5. Delivery is to job site. It is the buyer's responsibility to make the job site delivery, Chambers Truss has the sole authority to determine the suitability of the Portion of the job site for delivery. Chambers Truss will be responsible for dump d The buyer Is responsible for additional delivery expenses if Chambers Truss has because job site is not prepared for delivery or buyer is not prepared for deliver) Buyer is responsible to Chambers Truss for towing costs due to sit6. e conditions. aph 7 below I e If any this layrout. A $50 per h urr feice as shown in erfor revisions may bee hanged bct to y fhambers Truss.7. a hambers Truss of agreement a re sois is a PUe sum agreed i n able price InCHASE ORDER voicewill be made on deliveryh and paid within t ' on delivery, Invoice may be made at scheduled date of delivery if buyer car delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss " d attorney'$ fee for collections in event ofpayment not timely made. 1-1/2 % per mo charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms 9. In consideration of Chambers Truss extending credit for this material the ul ^nconditionally guarantees payment when due of any and all indebtednes, >ambers Truss by any entity receiving material and the undersigned agrees tc ndebtedness including attorneys fees, if default in payment for material be ma ecipient. 10. In the event of any litigation concerning this agreement;, Fie Items furnished it payments referred to herein, the parties agree that the sole v ue fo7`angsuch le Saint Lucie County, Florida 11. Design responsibilities are per "National Standard And Recommended Guide iesponsibilities For Construction Using Metal Plate Connected Wood Trusses. INSI/TPIM/TCA 4 - 2002" IATED IGNED d OR TITLE A spreaderbarmaybe required per" BCSI I -al to prevent jury & da Multiple ply trusses must be fastened together pe engine before they are set, failure to do so can result In of colla emporary and permanent bracing are required and can as and property and Is the responsibility of the truss erect, tudy the contents of the information packet included on dr ; before setting trusses. TFusses must be set and braced perdesign to prevent injury & dam Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or other concentrated loads on trusses, this can cause collal DO NOT SET TRUSSES USING THIS LAYO! USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUS: CHAMBERS TRUSS INC d. 3105 Oleander AV Pus Fort Pierce, Florida:34982.6423 800451-5942 Fort Pierce 772-466-2012 1F"ia i 772-485-8711 Vero Beach 772-669-2012 Stuart, ""772-286-3302 Web Site: CHAMBERSTRUSS C©_M_ ---- Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. 'o „ Top Chord Live 20 a Top Chord Dead 7 4.2 w C Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 o _ TOTAL Load 37 7.2 ` rn Duration Factor 1.25 w d d = Wind Speed 165mph d Top Chord C.B. Sheeting by builder. Y N Bottom Chord C.B. Sheeting by builder. !� Highest Mean Height 12'-0" v Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 rc.u.l_.=rcestralnlnct ueaa Load C.B.=continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or En ineer of Record. Chambers Truss Inc. Drawing Name: M11412 W Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:11/14/16 Revised:10/23/18 I I I I I I v J FOR 11-s" T-4" 5'4" 15'-10" Q WYNNE DEVELOPMENT CORP. C DESCRIPTION: GARAGE RIGHT G STERLING �59 PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 d'