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HomeMy WebLinkAboutPLANS12 4 1 SLOPE Finish Columns with thick x 8"w cut 5/e" thick cut coral coral finished stucco bands finished stucco bands LEFT ELEVATION RIGHT ELEVATION GuIP Coast Supply and MFG 5v Crimp Metal roofing FL #IIG51.12 2L ga. 5v cramp metal roofing ettecfied to plywood deck wing #9 x 1.5" wand aerewa with self sealing washer at 12" o.e. max speeing over AST; D (type 2) 30 Ile felt underlayment installed with min. 4 side laps and L" end It fastened with corrosion rematant tin caps end with 1.25" ring an; nmis raced G o.c. at all laps and two staggered rose 12" o.e. in field. Attach deck to trusses using attachment detail on this sheet \ Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26gga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" so, screws with self sealing washer at 12" o.c. max sgeong over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" and 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 5/8" thick light textured stucco on tgpical concrete block construction 10 12 SLOPE 14 0'-0" = Finished Floor 5/8" thick light textured stucco on typical concrete block construction w Coast Supply and MFG 5v Cnmp Metal roofing FL #11651.12 2L a. 5v crimp metal roofing attached to plywood deck using #9 x L5" woo screws with aelP sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlayment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin cap& and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered row& 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE imi 5/8" thick light textured 5/8" thick x 8% cut stucco on tgplcal concrete coral finished stucco bands block construction 12 4 1 SLOPE, COVERED PORCH FILE COPY gE(%-61�q VIEWED OR CODE COMPLIANCE ST. LUCIE COUNTY BOCC , REAR ELEVATION SCALE: 1/4" - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofin FL #IIL51.12 2L ga. 5v crimp metal roofing attached to plywood gdeck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails de s aced 4 o.c. at all laps and two staggered rows 12 o.c. in field. Attach ck to trusses using attachment detail on this sheet — 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Pelt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 2q O.H. ® ® 12" Finished let 5/8" thick x 8"W cut coral finished stucco bands FRONT ELEVATION SCALE:1/4' 1'-0' 2" x 4" top plate/11 1/2' drywall ceiling on truss bottom cord base —board I/2" drywall on 2" x 4" studs at It," o.c. 2" x 4" P.T. bottom plate 4" concrete slab with Pibermesh OR L"xL" #10/10 WWM on L mil Viayueen over clean compacted termite treated Pill Interior Non -Bearing Partition nL8 Braden t Braden AIA, PA Wynne Building Corp. ArcMtects - Planners 411 S.E. Coconut Avenue T I D S Tel : (i12) 281-8258 Fax : (712) 281-8283 Spanish �aC s E-marl: bradenaiaecomcast.net t FI .4 S . Luc1e oun y oil a 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 (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Bmldin� Door is: Enclosed Risk Category: it Wind Velocitg. IL5 mph ultimate Mean oil Height: IIII'—OO' Roof Pitch. 4.12 Internal Pressure ant: to_Is Sub,iectabilag to damage from: Weathering: Negligible Termites: Vera Heava Width of Roof End Zone: 3'-4' Wind Speed: IL5 mph ultimate Wind Exposure Clas�dication: C 1.21 x O.L = 0.12L Adjustment factor or Exposure Height: ASD deal Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.LDL+O.LI� Components t Cladding Wind Pressure (NET) Root Zone: I. +20.1/-32.1 pat Rod Zone: 2. +20.1/-51.0 pal Rod Zone: 3. +20.1/-84.0 psf Components t Cladding Wall End Zone Width: —Jail '— ' { 3 Components t Cladding Wind Pressure (NET) Wall Z�: 5. 35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3ps1 Shear Walls Considered for Structure? Yes Continuous Load Path Provided? aa++ Are Components an Cladding DeterYYProvided? Yea Minimum Sal Bearing Pressure:2.600om. Presumptive: X By Test: psi ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD:.Af— pal FLOOR DEAD LOAD: 10 paf M ; Rod Zone I Walls Zone 4 Roof Zone 2 Welie Zone 5 END ZONE Corner Zones Rod Zone 3 JOB ADDRESS: \��� �� \� ' �Z2g Model: Date Drawn Revisions : Sheet Comm S REAR Drawn bg: Drawn 5-23-18 Garage floor slope and smoke detector revision PORCH 15-158B c.c.u. Checked by: SGpNN��! BY n _ Impact D.R.B. St LucieCounfv Ignil)-nil %7 OF 5 FLOOR PLAN TYPICAL NOTES: SCALE I/4" = 1'-0 " 1. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1.400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 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 0 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix L. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wail or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2`8" wide door at one bathroom for handicap accessibilitg requirements. 12. Lowest finished floor to be set bg Governing Building Department survegor to set in field. 13. Separation between residence and garage shall be per FBC R302.4 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 14. 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 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.G. R316 - see permit info box of code edition 18. G sum board material shall conform to ASTM C34, C19, C'415. C514, C430, C931 C40, C1002, CIO41,C1111, C1118, C1218 C1395, or C139�I and shall be installed rrrorAna to the following: (FBC R102.3.55 Drywall Thickness Location Orientation Frommg MaxH9pa of f Nail aLng options for installation or drywall into Speamcbing awmum trainingg members 2 x min. tMeknew Nmis2' Ceiling Perpendicular 24" 1'13ga 13/SOR g wit, 19/64' head 0.098" diameter x 1 1/4' long annular -ranged a 5d coder nisi /2 Wells Either IL' 80 IC 0,080' dia°R 1 5/84 long with 15/L4' lice Direction OR Gypsum board nail 0.086' dia. x 1 5/8' ukth 9/32" head. Ceiling Perpendicular 24' 1" 12° 13ga 1 5/8' long with 19/64" head 0.098" diameter x 13/8' iong annular -ringed or Ad coder nail Wells Either IL" 8' IL' O 092" dm.xx 1 1/8' long with 1/4' head Direction OR Gypsum board real 0.04158 die. head. x 1 l/8' wet, 19/L4' Recess top plate L"w x 3/8"d for steel support angle RASH POST DETAIL we detail on this sheet N.T.S. I. 3L" high bg 4" diameter Iteel crash post Floor Steel countertop support an la Counter top - verdo type with contractor 12" x 12" Concrete column block filled with concrete and (2) #1 bare vent. tied Into lintels above =lounge Wlth 4 - 'A/8" Install AN from each end anBaseBase cabinet xgpansion bolts Into one in center of counter. Ilab (3/8 t 50 ksi steel plate) see angle dated 2' x 8' wood studs at IL" o.c. I/2' drywall 2" x e' PT wood plate �2" 2h° KITCHEN ISLAND FRAMING DETAIL O q„ � 2,;' r •I r YIM 00 MASTER No00� 2•I BATH 2'i 1 i'S LAV-11 KITCHEN init" i`"11 i 1 1 ZAAv LAUNDRY 2. i 3, f'�•.r� i 1AV i .� I I I p• I i e.AV 1 2' 2' i.Av 2" 2' o' 3" a��.. 2" wo-1 . NO I ' 2" a BATH 82 3' 3 SANITARY RISER rats � Schedule Window S c h e u I l e Attach back to block wall with 1/4, ilia Elco cone screws with min. 1 1/4' penetration at 12' sic. max and 4" sax from each caner thru Exterior two 2' x L' PT Buck eon to woad .areft thrs jamb into bank n sash Ienye and 15' ore. sine and Detail at Door prior to door attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION r Mark Size Rou h D en. Window Description PRESSURE ZONE L 4'-5%'x 4'-1,'/s" 54%"x S4Y"" Single Hung ZONE 4 L'-23,s"x 5'-3 ice" 15' x L3 %4" Single Hung ZONE 4 2'-7 x V-2�2" 29%2"x 385/a" Single Hung ZONE 4 4.3'-I' x S'-3'/:' 38' x 431/4, 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 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.4, All rough opening dimensions to be verified by contractor Install winds" thru back into A108.1, A118.1, A118.3, A136.1 and A131.1 with manufacturer a specs prior to construction block with 3/16' topcanwith 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM I l/2' penstretiexl at a' ore. max C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed shallnhaver acflame assemblies, preadii index not to exceedb25 ,w thlran aecompanysingn smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R314. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood straws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underiagment installed with min. 4 side laps and L' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced G o.c, at all laps and two stagggered rats 12' o.c. in field. Attach deck to trusses using attachment dotal on this sheet Simpson HETA 20 or equal 12 Door Schedule Mark Size nin Ro21�2" Door Description PRESSURE ZONE A 9'-O' X T-O' 108 Overhead Owego Door ZONE 4 O 3'-0' X V-8' 41"i Fiber lea Panel - Ineeli ZONE 4 C L'-O' X V-8' 14'°" b'"°a Shding Glass Doer ZONE 4 D 2'-O' X V-8' Sold Care - Wood - L-Panel-StFold Finished 24' x 81 �2" E T-L' X V-8' Solid Core - Wood - L-Panel F Se-O' X V-e' Solid Core - Wood - 4-Parcel - BrFold G '-8' x V-8' x 1 N' Solid Care Wood, Steel, or Masorete Door H 2'-8' X C-ON Solid Coro - Wood - L-Parcel J 2'-4" X L'-am Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction in permit info AND SHALL ON SHEET #1 0 I frhoamrsar ch caner and 9o' ace, max a eta m and �10' p e, emir. et a Exterior face M� rid product. grovel of wall Back to be IN x 4' PT O I 1'x4' P.T. Buck nailed to lock with case hardened nails D e t a l l at W I n d ow s prior to window attachment NTS 12" Verify attachment hole location with GC prior to fabrication 3/8" thick 6„ steel bracket Masonry Beam COUNTER TOP BRACKET DETAIL hur ice a nchor at each truce wit�i (la) 1'od x 1 I/2 nsik PRE-ENGINEERED TRUSSES I x L P.T. Buck Waded to block hardened ramie 1 24' o.c.) aup sting Max. 41 at 24'o.c. TYPICAL with ease prior to door attachmen 18101ba uplift (shop drawings by manufacturer) Install SGD thru buck Into block with 3/I0 tap -con with `'' ``" -'' "'" 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max R-30 blown fiberglass thereafter at head per product approval Aluminum Drip .-�'� Edge E Fascia in bottom chord or trusses I/2' drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete O O Use 3AL" tap -con with and (U #5 bar cost. in each row. Substitute 1 1/2" penetration at L" o.c. max. yan full vane vimyI sofnt installed Ka n fu lintel filled with concrete and (1) #5 gar for bottom row over openings gar from each corner and 20" o.c. max thereafter at sill per product approval din shank x 1.6" lain natal. Kapnpg die cant. rodmg nails with 9/8" dia head par product approval - we chart ,heat si 1/2" drywall over IN x furringg IN x V P.T. Buck nailed to strips at IL" o.c. with R4.1 it -foil block with case hardened nails insulation on typical 8" Block walls prior to door attachment Head = All drywall to be installed per FBC R102.3.1 5/8" thick light textured T and &hall meet all pertainingASTM codes. stucco on typical concrete block ao Mortar to be Type 'M' oralgg pr ortionad per FBC RL01.2.1. RLO'1.1 construction and Mortar Jonts shell can p Provide Dur-O-Rock at all Ty with FBC wet areas (e)L showers tuba etc...) fixed door sliding door #5 bar alert. w/ 30' overlap Fill call with concrete and (l) #5 bar (typical). Masonr Wall y -'-^�---:;:. P, at each filled call Vert. Max. spacing shall not exceed 11/2"Ik n Wood 48" unless otherwise noted see foundation plan notes for ;-,.: L %:`"; ., :- ;:::::<..::... Base spacing at openings .: ..." �.�6ottom 1`rac T weal Floorin yP 9 4" concrete slab with fibermesh OR Sill Install SGD thru buck into L"xG" #10/10 WWM on L nail Visqueen over block with 3/IL" tap -con with clean compacted termite treated fill Sliding D oor 1 1/2" penetration at L" o.c. max" Detail from each corner and 20." o.c. max Grade thereafter at Jambs per product approval Jamb At Masonr(g Wall 1�lTS Braden ! Braden AIA, Architects - Planners „ 14' x 1-4" Concrete footing 411 S.E. Coconut Avenue (2) #5bara oc.#5 Tel : (112) 281-8258 TYPICAL SECTION transverse letnt. E-mall: Fax:(112)281SECTIONScale -82133 bradenaiascomcast.net I/2" = I`-O" Stuart. FL 34996 #AAC000C 8'-10%2" "� EGRESS Filled cell under girder above 13'-II" I Q PORCH ° WIRE LATH E STUCCO CEILING 19'-9" WED FOR CODE. OMPLIANCE ST, L,U1j1E COUNTY OCC MASTER © o BEDROOM _ e o ° I I ° I I I I IEK 8'-C" A.F.F. i Flat Ceding 'rIL f ° e (DiI ® Vanitli to be ml 3-4)2' bigfi ° W-C)" to 9'- 3 A.F.F. Rod E 5heIP Vault. Ceiling ! - - - - 19'-5" - 4" ° � r GRE,A� ROOM N� ° ° I lx OSE� C) H.I o�----- 2 U u 'cry Rod E Shelf ° WASHER DRYER 2" `T O (� in 5'_3„ 4 J ° W LU LAUNDRY ° 9- in w 8'-O" 0 \J Vaulted Ceiling I ° 4 ° ROOM O M I 34ff Y high b 42" 18" ° 3/8" hick steal I counter tops to T I ( in cou tar top supports �O„ overhang wall 1.5' 'v I I 5,-3. counter t 6 to eq- eq overhang wa 1.2 L. ® ° ° Zn ° c a OD-- w - - V OW 1 " 1 +41" high wall I SECOND j KITC�HEi�I I BEDROOM q ° ti _ 8'-0" to 9' " A.F.F. 1 F W-O" A.F.F. O_ m Vaulted eill pper cabinets to I Flat Ceiling I ir I extend ove Ref. CR WAVE 1 I NON VENT REF. ° CLEAR 12' SW -8„ L - - k - oPBNING v d ?if- - - � W.H. " e-n Ens irirdehon O � a A/c Provide auto THIRD Steel Beilt i closer - ee detail on Ll;d sheet O W �j k BEDROOM r----- >/ ( Atttic Assets O 3 1 I 'r L z ° e'-O" A.F.F. OL W-0" A.F.F. OLd Flat Ceiling :llat Ceding :ARAGE ° fi O lock wall in MT g rage to l be \ ° r+ struck block \fin R-n Brits fnomwtwn ° 13'-01,ONE sml ° L -4 0 Am Provide auto 15Panel p EMERGENCY closer EGRESS i i I b ° I °Nr GOLF CARTGARAGE I ° I I 13'-O" in I 0 0 °IL0110 0 - I in 2'-8" ® 9'-0" 2'-8" 4'-4" '-8" 35'-O" Square rootage Breakdown Total A/C Space = 1.153 sq. ft. Covered Porch Total me 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14,024 under Roof Total = 2,484 sq. ft. Drawn : Revisions : Sheet Comm W tine �- Building Corp.ate p 3-28-18 5-23-18 r a eland date tslope THE WINDSOR REAR PORCH LEFT Drawn . c.c.u. bg: smoke sion 2. 15-168B impact S anish Lakes Checked S . Lucie County Florida D.R.B. OF 5 0 1 1SUL. I Url;;�t't" INIII.J I 1=.7" 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 S. POISON SOIL AND COVER W/ L 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/ LXL 10/10 WELDED WIRE MESH REINFORCING ON L 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. `• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. -I. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR S. 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) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A —IL, 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 I5. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSi OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. It- ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. FOUNDATION FLAN I Ain than es to lans must be submitted to the architect SCALE. 1/4" = 1'-0" forapprovalbefore 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'-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) 4. 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 b0, meeting ASTM A-l6 and A-35 specifications. ALL Anchors to be A-301 stee!. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ Thicken edge to 8"x8" 30" overlap1�111AEE TYPICAL with concrete and " 4" concrete slab with fibermesh OR at each Pilled cell ECTIONS one 45 bar continuous L xL #10/10 WWM on 10 mil Visqueen over clean compacted termite treated Pill 4" concrete slab with fibermesh OR GRADE VxV #10/10 WWM on 10 mil Visqueen over >Ts'."_ei; ;+::-':':r;•: clean compacted termite treated fill Grade v _ wifoorting 14% x 14"d concrete monolithic with (2) #5 bars cont. FOOTING,: SCHEDULE Mark am Description I 14"W x HOD MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 120W X 1440 MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x B"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" 12"W X 18"D MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET 14" f i TYPICAL FOOTING DETAIL SCALE 1/2" = 1'— 4" concrete slab with fibermesh OR OxO #10/10 WWM on IO mil Visqueen over clean compacted termite treated fill i #5 bar cont. ..` Ire " 10" (2) 85 bars cont. bottom steel 12" 2 DETAIL AT 4" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12' x 12" concrete column block filled with concrete and (2) $1 bars Vert. tied into lintels above Verify house slab height in field Top of rooter iL" below finished floor IETAIL SCALE 1/2" _ PORCH SLAB EDGE DETAIL Qr"AI >= 1/7" _ #5 bar Vert. w/ 90" overlap at each filled cell Ad ,ust curb height based on gar. floor slope. #5 bar in curb \ 4" concrete slab with fibermesh OR VxV 910/10 WWM on 10 mil Visqueen over clean compacted termite treated Pill --I 14"w x 14"d concrete monolithic looting with (2) #5 bars cont. 14" ;2 GARAGE CURB DETAIL SCALE 1/2" = i'-0" 4" concrete slab with fibermesh OR L xi #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cant. 00 10" (2) #5 bare cont. bottom steel 12° DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 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 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 L" PT wood secured with \ 3/8"din. x V anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage boor 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 45 From Footing To Beam Each. Filled Cell Masonry Column With One Cone. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Cone. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column Single Filled Cell Column NTS NTS 0 r C4 O a- 12' x 12' concrete column block filled v PL. r- H I I v/ Q L with concrete and (2) #1 bars Vert. tied I Into lintels above 114 35'-O" 8'-IOYz" 8'-10Y2" � 10'-O" —i ° ——.__=�_� — , ° REVIEWED FOR -r J J ® � ®� — Filled ceu �nde� I FI I CODE COMPLIANT girder above ST. LUCIE COUNT o I FI I BOCC 0 I ® p Rear Porch Slab to L FI I I w - be poured separatelg a0 from House Slab.41 ry I Thicken footingg to I I I 24"w x 14"d x N"I I° - under Pilled cell — — — — p ° ° ( under girder bearing. I FI Rear iPatio/Slab to = FI I ~LLN be (lust with bottom of IL sliding door recess. I ° ° I slope I" i i I i I i I ' FI -i i I �I I °I I I I I I I I ° I 4" concrete slab with fiberme ®� L"xL" �j10/10 WWM on 4 mil Vie U u U rI cleah compacted termite tree �roN I I I I 'I I I I °I I i =a I I I I II I I I 1 °I w in 1 DW a o °I I I I 4" L XV 11 MICROWAVE NON -VENT RED. H.B. ° i O 00 sr c�EAR 2 oPENINr, A/C #I ° 4"4 Steel Ballard I I See detail on this sheet I I W22 � n I i At Accessi l l i°i1 L ° I L�----I I �aJ I© O I 5-23-IS Io r I I° o I I = °I I _i I 13'-0' I o L'-4„ I -- T-B" 1 9'-0" -1-2,-B. _L 4-4" Braden i Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Wynne Building Corp. T (� D S 0 BTel : (112) 281-8258 1""I Spanish Lakes St. Lucie Countrry� Florida 7 Fax : (112) 281-8283 E—mail: bradenaiaecomcast.net Ca..__r =1 -XAOO/ e A A/"An/�n17 OR / en over fill �I DRYER FI I I I I I I I I icrete slab with fibermesh OR FI 1/10 WWM on L mil Visqueen over compacted termite treated fill I -R"1 9'-0" _ 12 -8 Date Drawn Revisions : REAR 3-28-18 5-23-18 Garage floor slope and Drawn by: smoke detector revision PORCH C.C.U. LEFT Checked by: D.R.B. b I r Sheet Comm # impact OF 5 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 PI wood 4. Use nails or screws bas d on fees re for r QoT stated in permit info box on t�ese pans for zone 3 Ke Area Ede Field Fastener ax" assure Zone I 4 If 4 It8d ring shank 45 psf Zone 2 4 It4" 8d ring shank 16 per Zone 3 8d ring shank 84 psf ** Zone 3a 4" 4" #8 wood screw 112.5 psf ** Use nails or s rewe based on res4ure for r f stated in permit info �ox on these pi ns for zone Concrete / Lintel Column Verify with Plan "I Rebar to Lintel YF!-OB/IT SFMIl1/IT 8F8-IB/2T RON of I Above IE1FIL-11MAT BFIL-IS/2T NOTES: I. min. coverage of steel-1.5" 2. min. bearing required a am. end-S" 3. standard for reinf. sti l=ASTM A415 TYPICAL LINTEL SECTION If PRECAST CONCRETE ) 48 Bar Dia. Min. Overlap Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. ti Provide Cast -Crete I =r = SUB-OB/OT precast --- -- -- lintel set in mortar y r,l,. Min B' Bearing '- --r "x 12' nn Block Rebar Attachment Provide #5 bar set in pre -cast R O O F F ^ A IN Scale : 1/2" = 1'-0" [Intel into beam where length or the opening cans for it. — O h 11 — Q" I h d h h a PT Buck ad per jamb into filled c 4' Pre -cast Sill — ver angs at Un ass Roof pitch at +12 unless of erwise note Orl L. is s eat otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer _ — Any changes to this plan shall be submitted to the Z architect for approval in writing prior to starting construction. o — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior Pourad to construction for layout and uplift verification Fined Coil — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction n Provide #5 bars with ran. 48 bar iamaters overlap in filled call. Tie H W IIed call steel into floater steel. continuous :, J..,•..._.:{•::.., Concrete Faoirn ...:: ; .. :'',:L';_:i� _ (see tooter schedule ui 4 x �'; for exact sizes) 03 DETAIL AT WINDOW OPENING IN p °43 CBS WALL Scale: 1/2" - I'-O" q `I as a wo �� SINGLE PLY REAR GIRDER TRU88 U r, Nail 2" x 4' bkrdwp to veri . leg or E trw arch lOd x 1.5 nails at 4' oc. to u .r— n r (Y Install Ssapsal MOT into eatmna" Into A 211 c wefbeam Arid into tress t IOd N H W TRUSS BLOCKING DETAIL i AT GiRDER STRAPPING AT CENTER BEARING POINT NTS ' 1/8' thick ]light textured stucco installed per ASTM C 926 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tape 2 felt paper using 8d nails. Substrate to be 19/32" COX Plgwood nailed at 0 o.c. in field and edges with 10d rinp shank malls into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #111.51.12 26 ga. 5v cri metal roofing attached tc plgwood deck using #9 x 1.5" wood screws wit self sealing washer at 12" o.c. max spacing over ASTM D (tube 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 Wade spaced L" o.c. at all laps and two stagggered rows 12° o.c. in held. Attach deck to trusses using attachment detaI on this sheet Lintel Length Bar Length Clear Span "A" Bars JBars "B" 2'-10" 2'-8" I I'-6" 2,#3 none 3'-6" 3'-4" 2'-2" 2,#3 none 4'-0" 3'-10" 2'-8" 2,43 none 3'-2" 2,43 none 5'-2" 4'-0" 2,#3 none 5'-10" 5'-8" 4'-6" 2,#4 none 6'-6" 6'-4" 5'-4" 2,44 none 1'-6" 1'-0" 4'-2" 2,#5 none 8'-4" 1'-10" T-O" 2,45 none ALL reinforcing steel is grade 40 LINTEL SCHEDULE Mark W nit th 81u l C _ Specification a 'H' Block or Above 8t S� T" am MG mtg �) Watt 1L^ Max fPLdF)r L22 2'-2' V-A' SFS-06/IT — 1 as 301119 IiN 1024 L31 I. �'-L" 4'-O' SPS-O6/IT 1 86 2541 I>vL3 1L3 L45 V-r 5'-I0' SFS-O5/IT — 1 06 1105 909 33q Leo 61-0' L'-C SPS-ORAT 1 85 1238 05 121 LLO L'-S' T-L' SPS-O!1/IT 1 85 Ion 121 534 LSO s'-o' 9'-4' SPS-15/2T 1 e6 2 #6 162 541 W2 L90 T-Off 10'-L' eFe-18/27 1 a5 2 e6 44S 5111110 401 L90B T-O' 10'-L' SPIL-EI/27 ONE 1 iR 2 #5 1633 us 401 LI00 W-O' I'-4" SFS-IB/2T 1 85 2 86 602 4414 452 LIOO 10"1 I'-4' SPIL-IM/2T ONE 1 85 1 2 1 e5 13LL KW 452 L120 W-0' W-4' SPS-1e/27 1 e5 2 05 4 n 4 g 324 L1209 r2'-o' IV-4' SFIL-nS/2T ONE I e5 2 #6 1015 110 $24 LHO 14'-Or 15'-4" WU-56/2T ONE I 86 2 85 1250 4O9 269 LILO W-O' IT-4' SPS-111/2T 1 06 2 #6 3100 1" M4 LUoM IL'-O' IT-4' SPIL-6/27 ONE I IS 2 #6 1 450 800 M4 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO B£ PRESTRESSED. Simpson HETA 20 or equal hericane anchor at gch tru with (10) 10d x I I/� ce nails - ( 24' 1 all ting Max. 18101bs. u dt Alumina Drip _ Edge t Fascia 12" 2" x L' Kagean fill o vent vailI eoffit installed iwqaq I/8' din shank x 1.5' long gale. roaring risk math 3/8" ilia. head per prodaa approval - we chart sheet #1 12' x 12' concrete column Week filled myth concrete and (2) #1 bars Vert. tii mto bntab above thicken edge to 8"xS' lath concrete and one #5 bar continuous BEYOND Top of tooter IL" below finished floor 12 4 1/24 Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable and truss with (2) lod at each web \ an 3/8' M-nb lath ntal and vartiee wood r stepias to provide 4' penetration mto mird and 3/4" rrrmwd members penetration 5/8' thick light textured stucco on typical concrete block construction Varies - see plan 85 bar vart. 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 —IIII IIII � � �—IIII IIII_ —1 I I IIII I �� T Ica( Brace Gable and with 2" x 4' SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss rFG-crllrincclicu WVVLJ i M61001=0 ® 24"o.c. TYPICAL C4 if shop drawings bg manufacturer ) Ill R-30 blown fiberglass in bottom chord or trusses I/2' drgmall 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 cant. for bottom row over openings 1/2" drywall over 1" x furringg strips at IL" o.c. with R4"1 h-foil insulation on typical 8" Block walls All drgwall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ao Mortar to be Type 'M' only proportioned er FBC RLOI.I and Mortar joints shall comply with FBC i�601.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tuba etc...) Fill cell with concrete and (D #5 bar Vert. (typical). p Max. spacing &hall not exceed 48' unless otherwise noted �- see foundation plan notes for spacing at openings 4" concrete slab with hbermesh OR L'xL" #10/10 WWM on L fall Visqueen over / clean compacted termite treated fill =1 LI I IIII I LI I Provrd. downspout FI at Front Porch Scale : 1/2" = 1'-O" Strap truss to wall using Slmpaon MGT wlih Simpson HETA 20 5/8" dia. Into threaded rod with min 12" beam either wet set or embedment hurricane anchor at each truss (22) Ain 10 trusesleg into blocking sheaf 24" O.C.) a, plportipgft Max. nbthie ETA 20 1 S. u t pmull SMEN 1For Is 1 VAM WA I ` g=l11IMZ=_izn WA�11'0111�MIL ii POE resistant tin cap& and with 1.25" ring *bank rZ and two staggered raw& 12" o.c. in field. All I me r 4=4MI CEIETA 200] � ETA 20 Provide for gutter Simpson HETA 20 hurricane anchor at each truss Provide downspout,( 24" o.c.) supporting Max. 1810 lbs. uplift REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC C4 4 W � X OU (v v m +' w 1° f-Ul a a Cl w ad H U �1O o0 U, E _ tb N U r PANEL "A" Pales BR Load Wire Description circa circa Description Wire Lead BR Poles 2 40 1.0 ke se A/C comp 1 2 AHU s10 3.6 ke 30 2 3 4 2 30 4.5 kw slo 40 gal. meter HTR 5 L Rany si 12.0 ke 50 2 I e I 20 I.& ke s12 Pwnp 9 1 10 Orger s10 6.0 ka 30 2 II 12 I 20 IS km 812 13 14 Dishwasher 812 1.2 km 20 I 1 20 15 km 812 Microwave 15 it Refrigerator s12 1.2 ke 20 1 1 20 1.5 kw s12 Kitchen S.A.C. 17 Is Recepts s12 - 20 1 1 20 1.6 kw s12 Kitchen S.A.C. 14 20 Recepts $12 - 20 1 I 120 1 1.2 kw $12 Clothes Washer 21 22 Recepts s12 - 20 1 1 20 0.81 kw s12 Garage Door Opener 23 24 Recepts 412 20 1 1 20 1.4 kw s12 25 24 Recepts 812 2D I 1 20 1.92 Its 812 21 28 Raupts 812 20 1 1 15 814 General Lighting 29 30 Recepts s12 -- 20 1 - 1 16 814 General Lighting 31 32 Racepts s12 20 1 - I IS 814 General Lighting 33 34 Extanor GPCI s112 -- 20 1 - I 16 $14 General Lighting 36 36 Bathroom GFI 812 -' 20 1 1 20 1 s12 1 Smaka Detectors 31 38 General Lighting 414 Is I I 20 *2 Bathraas GPI 39 40 General Lighting s14 ai I spare 1 41 1 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description at . Watts Total(Watts) General Lighting (3. alatta aq. Pt.) . Small. Alpplianc .. Circuit(a) . . . . . . . ...................... . . .. . Range......... .. ...... ......... ........................... RePngorator .................................................. Microwave ................................................. Dish Washer .............................................................. .CI.RtbeA.4).QRh9r............................................... Clothes..�f9?r................................................ Water, Heater ................................................. plater Pump ................................................... Cfiarag®, Door Opener ........................................ 1135 3 5,205 2 1,500 3 000 1 12 000 12 000 1 1200 1.200 1 1.500 I 00 I 1200 1200 1 1.200 1.200 1 5,000 6,000 1 4 00 4 00 1 1800 1800 1 810 810 Total Watts 31415 First 10000 Watts 9100% 1 10.000 10,000 Remainder 21.416 940% 1 O 0,96E Electric Heat or A/C 10,000 065% 1 10.000 10.000 Calculated Load Watts $0.9LL Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = ISO Amps Electrical S mbol Legend S slingle Pole Switch ® Recessed Can Light Sli Dauhla Pola Snitch E u Recessed PS Push Batton Switch Cr Exhaust Pan -8 Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle 0- well Mounted Light Waterproof, ground fault aiterrup Light with P@U Chan (attic) ® Plo@r Duplex Outlet © Computer Connection Jack ® Carbon Manaoade Detector 4&Flood Light Thermostat ins Electrical Panel ® Caritral vac 13 Electrical Meter ® Smoke Detector calling fan ® Television Jack Telep ions Jack c�;c A/C Dmcamisct ® I x 4 Ploreseent Light ® 12 x 4 Plerescent Light ® Speaker Hook -Up I] Intercom = JUNCTION BOX TO SUPPORT A FAN 0 we THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: so Ip sondi.s� r.ed All tic; PANEL PORCH 141 CPM loxili 141 CPM IOx1Ox1 GREAT 141 CPM 1031110341 12W22WO r-w 12e 124 CPM IOWOxL /MASTER BEDROOM 124 CPM .. 0 IOWOxi q PM LOSE 5� CPM it- ASHER DRYER LAUNDR IA I DINING I 1 ROOM I I ; ;; 19x44x4 I L' T I r.L w 2x12x8 IS/A I I I DW I o I °2xLiM SECOND 124 c I PI BEDROOM IO �dOxL KI '�''I IL' 3 TON SEE MANUAL ICHEN I I "W"V P 20id0 I 'J' and Bfwrgg Calculation ore• CLEAR T fif� I 1 L - - - - oPEN1NG La►o"� for Unit into I I - - �c� -- `fI 12B/A W.H. I e A C I 114 T H I R D deeta*l Boi1@Ilihii See sheet BEDROOM r - 7 - I I > sd At2sie xLsi- 1 j I 000 Claim , IOx6 & I 7II L _with 1plit - .i I, a a I 6V I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical re service and provider. A 4. ALL paddle fans shall be on a rheostat. 2' PVC l PPL 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. AFC/ receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 2. rVil service PPL smear si sop w tleb 9. A/C Return Air Balance Must comply w/ FBC RMIL02 10. A/C Refrn era t lines that are run thru slabs must be sleeved inELECTRICAL RISER AV II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical - Contractor shall use AL-CU Landing lugs. NTS contractor. the completed s stem shall be fully operative. - contractor shall torque lugs I.A.W. 13. Contractor shall pay for all lees, permits, teatnnQ, and narsifactirers recommendations which inspections including blower testing where requiretl. shall be verified prior to construction 14. All work shall be coordinated with other trades to avoid 19. The electricals stem shall be cow letel and effectivelg interference with the progress of construction. y p y 15. All required insurance shall be provided for protection grounded as required bg the latest edition of the N.E.C. against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. 14. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and Install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected bg others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through any concrete all items for a complete electrical syatem and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24. All exposed wire below T-I" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25, Dryer Vent& to be installed per FBC RM1502 and telebhone comoanu. GARAGE r----------------- 1 I I I I I I I I I I I I I I I I I I 150 Amp Panel GOLF CART GARAGE I 1 I I I I MECHANICAL LAYOUT OTHERMOSTAT LOCATION SCALE: 1/4" = I' - O " Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net -1't11- Ve-Bdf�it Install oulet under disc. not shown for clarity WP GFCI Ul Cl U Q ,el PORCH WP GFCI 1 / if I I r•� I I I GREAT/ ROOM ILOSET MASTER BEDROOM L__ I � I � I � o \ WABHER DRYER I \ \ LAUNDRY DINING I ♦9as 70e ROOM I �� I 11 P I I 1 I ;F 1 �ITC�HE� GFC1 inc�q(w%Vp 1 iNON-VENT REF. 0 Sr CLEAR ��'ll1J� _ _ oPe aFcl II GFCI C.M. W.H. GFc A/C #I "a Steel Ball@ d ore detail on this shoot 4 r----- Ain xA«�aRr. -� .�7 L_;mI � 1 OPTIONAL PANEL LOCATION / / Wire For14 Front Post Light Wunne Building Corp. S anish Lakes S�. Lucie County Florida 1� SECOND + `BEDROOM 1 1 GARAGE / / L J� GFC GFcl \ �YY / 1 I iO Amp GFCI 10,w \ / GFCI Panel ---------------------i r- ®' i . - J>i Garage I Garage Door , , Door , Opener I \ , Opener , `►i I COLF G GARAGE I Ii to garage tights GFcl I I G REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC WP GFCI ELECTRICAL FLAN O Post Light with Photo cell SCALE: 1/4" = 1'-0" Center Poet Light between dnvsmage MODEL: REAR PORCH LEFT Attic Venting alcu o s Total Attic Space = 2101 sq. ft. Venting Ratio 1/150 = 18.00 sq, ft. required Provide A Continuous Vented Soffit Date Drawn a Revisions 12-6-11 5-23-18 Garage floor slope and Drawn by: smoke detector revision c.c.u. Checked big: D.R.B. Sheet F - i OF 5 Comm # 15-158 ,&=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. , SPACING NOTE � ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE AL IF MULTIPLE PLY. All DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span,,or less 30' to 60' Span �SC degrees Spree er Bar er less I f_ 1 /2 __11i I log �--Approx 2/3 to_� Tag Line span approx. Line 1/2 of $pan REFER TO BCS REFER TO BCSI Truss must be set tniis way If crane used. Truss must be set this way if crone used. 'russ is or example, your buss may not ni This is on example, truss may not match. nest crane operator sets truss this way. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses ,& are installed. A A I FZ F -I A" ll� I_ FE R " O T IE= 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. Carrying Girder For Truss to Truss Connections see hanger/connectorTNailsbe as uide tabs oi schedule in engineeringe nails. package. Carried Truss SEAT PLATES BY CHAMBERS �� cawessuxs �..1x1.., 7. Fd£ yvaaIn, � ca"rye"rx� c.s _ o"r. CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" hee1=315/16" 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 TEAT MODEL. _- - - FABRICATION AGREEMENT _ + v J- --- �► ARRANSE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH ;r A I Th IS 3868e�ya,TBESTARTEDUNTILT(fISAGREEM / P of the property where the W ease will be I stalled �e ED 6 RETURNED L11► Do not Etand on trusses until they are braced per BCSI & properly nailed to straps & hangers L The undgrslgned aeknowledges and apnea; 1': Tnleesa will be made In smct accords wlmk! le the $ole autholdy for determinln s � file buss ptecement time gram C L G I Nll dlmenebne N lhle layout haw be uccessful fabrication o/ the to 9 m layout, _ �l .3, Unleis wdttan note k provyad en veered by the undenlpned. "s 15'-3" 19'-9" F 19'-9" 15'-3" - - - - -/� days of Oalhrery the indent, ag d coo ad isi to es tWlbbe alluowed min ten 10 I I I I ' uch wdgen notice la ru 'I had Chambare T ro { J INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR GRA rr +V1 I 1 1 1 I 1 11��1 1 � � A5 J A5 1 I I S AT CENTER W 9RB.C. PA NEB LOAD W/ (2) BHA F^� �� V- C J I \�✓� 1W IFF I I rM � /.i 01®I®I�I�I�I�I�I�I■I�I�I�I�I�I�I®I®I�► q PORCH RIGHT DO IiA�\V`I���!��il����!���\O \` 111,1111111 NailI 1011111111100 ltj 1 1 I 1 I 1 i 1 n IN n n IN IN �'� GRA 1 A5 1 \F77 nA5 1 INVERTED Ili WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) ��1 .I�I � `mil, ,IowI�t�i\\\��1��� I i� CLOUI ED AREAS ARE OF / SPECIAL CONCERN & MUST BE 1 CHECKED CAREFULLY & MAY Jr 1 INDICATE DEVIATION FROM ��---PLANS. —� BHA o a In repalre re uired, ar to subetltute otherN�shall have Nme (3i buatnese days In welch g q t1b° 5. ThIn e uny Is to ad admo , edges noel seas, at Chambers op ^ 8. IhWary k to Job she. It le Ne b M "BCSI 1-03' summary sheet b TP — de 0 Chambere Trues has the sole autho reone spo^albllhy to make the b she, unable for poitlon of the Job she for delHe rhy to determine the sultl o p ry. Chambers Truce will be responsible /or dump dellvary only. The buyer la roe onelble for additional delhre;. lueauae Job stta Ia riot prepared for Belly exPsnaes If Chambers Tmes has to redeliver I Buyer Is reaponalble to Chamban Trues toer j or buyer la not pnpend for dellve 8. Pdoe ae shown IIf pare °'Mnd caste due to site condtdona. ry of tru°sea. this la Graph 7 below Is sub) ect to change h all changes are. made In yout A S60 per hour (ee for reNalons may be charged by Chambers Tit! as. 7:71m1s is a PURCHASE ORDER to Chambers Truce of the sum agreed tq or h nq agreement a reasonable price, Involca will be made on dellvary and geld within terms of net on delhery. Inwlce may be made et scheduled date b/. delNery If bu e dellvary of tebdceted atreeee, The underslgntl e re ahomey e fee for collections In 8 ea to pay ChambersY r cannot acdapt' . aharye wIII be added rorall aurrersVenot cfpsymem not timely made. 1.12 ag 7fuea reasonable • 8. Signtu a or Initiate a paid'within tens, Per month se/vJce ' Q. In consideration of'=baraoTrusrans extend ^I nstlMee agreement to ell tarma herein. If 'Chambers Trshe unconditionaue ba an Ben Payment when due of, any and fall Indebtedness undersigned ®VIEWED FOR Indebtedness Indudln y ctY s fee g matedal end time undersigned agrees to p FOR ndplanL g s!iomaye teas, h default in payment for matedal be made by the COMPLIANCE er P ymena ree �nt�of any II11 tlo nceming Nla sgreamenq the Items furnished hereunder to herein, .parties ague that the apse venue for any such action will UCIE/� Y�,�r bo saint ka;de canna, Fwdda, p COUNTY y 11. Design reaponelbllltiee ere Dar "National Standard And Rebommendad ' Guidelines On 67®yC ANS1p0/TnPs1bCA 4or Construction Using Metal Plate Connected Wood Trusses DATED SIGNED FOR=--�_, TITLE��_ . AsPreaderbarmaybsfe911111111dper'"BC ill it "toptevsnt g Multiple Ply trusses must be fastened together before they are set; failure to do so Per engineering Temporary and a can result In roof collapse. Permanent bracing are required and can save life and Property and Is the responslbiilty, of the truss erector. Study the contents of the information packet Included on delivery before settling trusses. Theses must be get and braced donagai Trusses must be ae Plumb nd quare g Do not ilet bunks or stack of plywood rootin other cahCentrated loads on trusses ' 9 materla9 or any _ . this can cause collapse. DO Ni3T SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 011eanderAvenue Fort Pleri Florida 34982.6423 I Fort Pierce n2'48020-551-5932 Vero Beach 772-669.2012 012 Fax 772"465-8711 Stuart '772-2864302 "_ V?UqR r-nM I +E'ati presentve's '- shop drawing _„ is NOT a r "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other rr n,tn,;tjd, criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their re p ctive locations, Approvea !sy, Date - _�— riraden &Braden A.LA. p,A. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. c ( Top Chord Live 20 Y' Top Chord Dead 7 4.2 a Bottom Chord Live 10 Non -Concurrent rn ` Bottom Chord Dead 10 3 w ^� o o , TOTAL Load 37 7.2 w N Duration Factor 1.25 r() Wind Speed 165mph a `r Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. y L Highest Mean Height 15'-0" - Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 K.U.L.=Kestraining Dead Load C.B.=Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. LL Chambers Truss Inc. Drawing Name: M11392 WScale: 1 /4 = 1' 82 total trusses, 15 different trusses. (_ MI 4: RLC ACAD: RLC Reviewed By: Date:10/07/15 Revised:03/21/18 I I LIJ FOR 6'-4" v 14'-4" Q WYNNE BUILDING CORP. PORCH LEF DESCRIPTION: T 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 I q5 /7 We-c 1Zea/ --7&erg