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HomeMy WebLinkAboutBuilding Plans5/8" thick light textured stucco on typical concrete block construction L RIGH 12 4 SLOPE l� SEARING .H. T R R Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 L ga. 5v crimp metal roofing attached to plgwood deck using #9 wood screws with self sealing washer at 12' o.c. max spacing over (tgpe 2) 30 lb Pelt underlagment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with 1.2V ring aced L o.c. at all laps and two staggered rows 12 o.c. fie eck to trusses using attachment detai on this sheet SCALE: 1/4' - 1'-0' 0 r e 5/8" thick x 8"w cut coral finished stucco bands Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x L5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D ftgpe 2) 30 lb felt underlagment installed with min. 4 side tape and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?paced L" o.c. at all laps and two stagggered rows 12" o.c, in field. Attach deck to trusses using attachment detail on this sheet 0'-0" = Finished Floor _-__--- -_____--- 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION SCALE: 1/4" - 1'-0' 12 SLOPE 4 COVERED PORCH Finish Columns with / 5/8" thick cut coral finished stucco bands gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (tgpe 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 spaced L o.c. at all tape and two stagggered rows 12 o.c. in field. Attach deck to trusses using attachment detal on this sheet stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #IIL51.12 2L go. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" Wood screws with self sealing washer at 12' c.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shack nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate \ ��_ in be 19/d of CDX Plg0d nailed shank at L" o.c. '/,/ infield and edges with IOd ring shank galvanized nails into truss webbing. ICI ICI ICI ICI ®� ICI' ICI ICI ICI r�l ICI ICI ICI • ' � ICI ICI ICI ICI ICI ICI I[_ I ICI " ICI Ita Im Ial 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION 1I ' 1/2' d"'"1r"A ceiling on trues bottom cord 2" x 4" top plate I/2" drywall on x 4" studs at lb" o.c. base —board 11 11 , 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xL' #10/10 WWM on L mil Visqueen over clean compacted termite treated fill nterlor Non -Bearing Partition nts kmraquamln It Irfl .aR AWk; ,A Wynne Building Corp. Architects — Planners 5.. Coconut AvenueTelel THE W I N D S O R („2) 28,-8258 Fax E-mail. (112) 281-8283 bradenaiamcomcast.net Spanish Lakes S . Lucie County Florida SCALE: 1/4' - 1'-0' 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) t t Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categoryy.� II Wind Velocitg: I0 mph ultimate Mean Root Height: IIII'—OO• Root Pitch: 4.12 t` E Internal Pressure merit: tole Sub,lectabilitg to damage from: Weathering: Nealisiible Termrtes: Vera Heava l Width of Roof End Zone: 3'-4• Wind Speed: IL5 mph ultimate MWind Exposure Classification: C 1.21 x O.L = 0.12E Adjustment factor for Exposure Height: A3D design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.L L+O1WL Components ! Cladding Wind Pressure (NET) Roof Zone. I. +20.1p/-32.6 pat Roof Zone: 2. +20.L/-51.0 pal Root Zone: 3. +20.L/-84.0 pat Components t Cladding Wall End Zone Width: 3,_4' Components I. Cladding Wind Pressure (NET) WWell 5.+35.8/-41.8 pat ®Wall& Z Zone 4 Zcner: Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? tit = Roof Zone 2 YYeeaa Wall& Zone 5 Are Components an Cladding Dew Provided? Yes END ZONE Minimum Sal Bearing Pressure: si, Presumptive: X B0 est: psi er ®� CornZones S DUC AP R VAL F RIM A T P O E TION F R O E IN 5 ERO Roof Zone 3 ROOF LIVE LOAD: 31 pet ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: —A5— pat FLOOR DEAD LOAD:_ al p, JOB ADDRESS Model: Date Drawn Revisions : Sheet Comm # REAR Z-28-18 5 -23-F ir A C.Gd PORCH =raven bg e 1 . 15—I59 .U. RIGHT " i-.hecked bg: � CODE COMPLIANCE impact rD.R.B. _qT. LUCIE COUNTY r 5 'FLOOR PLAN Recat top plate L"w x 3/8"d 4" for steel support angle \ CRASH POST DETAIL 8ee detail on this sheet TYPICAL NOTES: SCALE 1/4" = 1'-O" NTS 1. Contractor to verify ALL notes and dimensions prior to 3C high by 4" diameter roeeedln With work steel crash post. Floor Steel countertop support angle Counter top - verify type with contractor p g Flange with 4 - 3/8 install Lfrom each end and J Base cabinat 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into me in cantor' of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) see angia detail a minimum 1,400 P.S.I. fiber stress. at IIV o.c. etude4. No dissimilar metals to touch. `"31 1/2' drywall S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2%" 2�," 2• x ell PT wood plate ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to �2/2" shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord •3�s" O 2" KITCHEN ISLAND FRAMING DETAIL of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. `-�' 2;�, 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Dram 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 2%" s'rz" surveyor to set infield.„ 13. Separation between residence and garage shall be per FBC R302A, L" 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 Der FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 460 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C`160, C1002, C1041,0111, C1118, C1218 C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5� Drywall Thicknews Loeauon Onantation Frmr�n9 air May- spacing fasteners Narl anzin options for Spa of installationfir wall into Nails Screws Maximum Mawmum wood framing members 2" x min. thickness Ceiling Perpendicular 24" 7" 12" 13ga 1 3/8" long with 141/44" head 0.098° diameter x 1 1/4' long „ yz annular -ringed or 5d coder nail OR 0.080' dia. xx 1 5/8" Ion with g Walls Direction IL' S. IL " IS/L4" head R Ggpaum board nail 0.086" dia. x 1 5/e with 9/32' head. Calling Perpendicular 24" 1' 12' 139a 15/8" long with MAD' head 0.098' diamiRter x 1 3/8' long annular -ringed or Id coder nail s OR 0.092" dim. xx 1 1/8' long with Walls Direct IL S. IL' ion 1/4' head OR Gypsum board nail 0.0915' dia. x 11/8" with 19/64" head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with AS"rM C1288, C1325, OR C1118 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 -ceding assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanging 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 MPG 5v Crimp Metal roofing FL #114,51.12 24 gga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet ir VTR I2 MASTER 2 I �� I" II�wI` TIiII BATH e' 3:, a Lnvi doll " ,�•I " KITCH EN LAUNDRY MY '4 iER I2' I '2Vi 2' 20 nt. Window Schedule Mark Size Rough Open. Window Descri tion PRESSURE ZONE 1. 4'-5Ye"x 4'-L %"" 54Ye"x 54Ye" Smgle Hang ZONE 4 2. V-2 Ye"x 5'-3 %s" 15' X 43 %4" satgle Hung ZONE 4 3. 2'-2' x V-2%" 21k"x 38"/e" Single Hung ZONE 4 4. 3,-1' x 5'-3%" I Sam x 63'/4" 1 Smgla Hung I ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box On sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction Door Schedule Mark Size Rough Opening Door Descri tion PRESSURE ZONE A 9'-on X 1'-0" 108' x 84' Overhead Garage Door ZONE 4 B V-0e X V-8' 41"'A" x 83V larberellaws Patel - lamming ZONE 4 C L'-OM X L'-1i' 14' x 81 %2" nca SYBng Glare Door ZONE 4 D 2'-0e X V-8" Solid Core - Wood - L-Panel -OP-Fold Famished 24e x 81 E 2'-6' X L'-So Solid Care - Woad - L-Penal F 5'-09 X 6'-81 Solid Core - Wood - L-Panel - Ba-Pak! G '-W x L'-8' x 1 %," Solid Core Wood, Steel, or Mesarte Dow H 2'-8' X V-Se Solid Core - Wood - L-Paaal J T-L' X V-8" Schd Care - Wood - L-Panel - Br cW 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 Attach buck to block mall with 1/4' dia. Elea cone across with on. 1 1/4' penetration at 12' o.c. max and 4' max from each corner thru Exterior two 2' x V PT Buck d ad If anise as weed screws alto iamb into buck Detail at each tarps and 16' e.e. max and at Door prow to da r attaahwant NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Instal windows thru buds into black with 3/I4' tap -can with 1 1/2' penetration at L' c.c. max r�•ow ea,�cchh comer and 20." &a. wax tharealter ba 20' Exterior face at and c.c. max. at head and ill pm product approval of will Sufic to be r ■ 4' PT Vanes I'x4' P.T. Buck nailed to Detail lock with eau hwdened made at Windows prior to window attachment NTS 12" Simpson HETA 20 or equal hurrteane one at each true 12 Masonry Beam PRE-ENGINEERED TRUSSES with (10) IOd x 11/2' nails I" x L" P.T. Buck nailed to r block with case hardened nails Verif attachment ( 24" o.c.) cuppportmg Max 41 at 24"o.c. TYPICAL 9 18101bs. upldt (shop drawings by manufacturer) prior to door attachme hole location with GC Install SGD thru buck into prior to fabrication block with 3/16" tap -con with 3/8" thick L„ r'.x__ ` ``- I I/2" penetration at L" o.c. max steel bracket \ / Aluminum Drip R-30 blown fiber lass from each ai headnde20roduct max s roost g p p pp Edge t Fascia in bottom chord of trusses � I/2' drywall with smooth finish 2" x L° Sub -Fascia Two rows of beam block filled with concrete o O Use 3/I6" to con with COUNTER TOP BRACKET DETAIL and (1) #5 bar cost. in each row. Substitute " P " Kagcan full o vent vangI aoffit metalled precast lintel filled with concrete and (1) #5 I I/2 penetration at L o.c. max. using 1/9' dia shank x I.5' long gale. bar cunt, for bottom row over openings from each corner and 20" o.c. max reefing mails with 3/8' din. head per thereafter at sill per product approval product approval -see chore slat al 1/2" drywall over I' x furringg strrpa at IL" o.c. with R4.1 P'rfol ill x L' P.T. Buck nailed to insulation on tgpncal 8' Block walls block oath case hardened nails S/e" thick light textured All drywall to be installed per FBC R102.3.1 Head prior to door attachment - rtamin ASTM codes. and shall meet all pertaining stucco on typical concrete as Mortar to be T e 'M' onl proportioned per FBC R401.1 block construction gp gg P oP and Mortar joints shall comp rg with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) fixed door #5 bar vent, w/ sliding door 30" overlap Fill cell with concrete and ..: ":_;'• at each filled call lU #5 bar vert. (typical). ro Masonry Wall ax apacing shall not exceed 48" unless otherwise noted ,'" i vz. Wood see foundation plan notes for Base spacing at openings BottomTrac Typical Flooring ' 4" concrete slab with hbermesh OR Bill II Install SGD thru buck into L'xV #10/10 WWM on L mil Visqueen over block with 3/IL" to con with clean compacted termite treated fill P- S I I d i n g D o o r D e t a i I I penetration at L" may Grade fromom each corner and 20.."" o.c. max thereafter at iambs par product approval) -- At Masonr Wall NTS afYlb -�I li,ll11I1 I� I . " BradeArcFntB►�fdePlanr�ers�4, Pit - ICI 14 x 14 Concrete fooung with (2) #5 bars comt.and #5 411 S.E. Coconut Avenue transverse bars at 48" c.c. Tel : (112) 281-8258 TYPICAL SECTION Fax : (112) 281-8283 Scale : 1/2" = 1'-0" E-marl: bradenaiaecomcast.net Stuart FL 3192.4 #AAC0000 2 CIE 8'-IOYs" T "6 " 8'-IOY2 EGRESS ° 12" x 12" Concrete column block filled with concrete and (2) 47 bars vert. tied Into 13'-II" lintels above Filled cell under ° r girder above PORCH WIRE LACILINGTUCCO p 1 ILIN b MASTER BEDROOM J1118'-O" A.F.F. Flat Ceiling Vanity to be 4 Y2"high ° Rod t shelf o , in ° an LOS T I o I °C H.B. ° Rod t Shelf - cl = 32" DRYER ASHER Of O v 5- 3 in a 5" LAUNDRY � Oi in F it ° Vanitt��to be 42 34 Y2' high re, /� T 1rE ;r I I ° I O 8'-0" tol9'-8" A.F.F. IRV Vaulted Ceiling GREAT ' ROOM I _ Mtn rn I r I Qu in AN a- I ° I f-Iiiii I E 1 8'-O" to 9'-8" A.F.F. O Vaulted Ceiling DINING I ROOM s to nwg owall 15" 13/8' thick steel ° 90„I counter top aupperts rzeq. eq. counter tops to over ang wall In v �l. ED /�qD SECOND +41" high wall ° i DW I n ° q BEDROOM i KiTC1HEN - 8'-0" A.F.F. 8'-0" to 9'-e" A.F.F., a Flat Ceiling r O I Upper cabinets to Vaulted Ceiling Q - I extend over Ref. I ° I REP. Nox V NT I ° ae' CLEAR OPENING L H B , r� - - -- -77 - - - 6 ° r R-0 Oat, Inrismen `r W.H. Provide THIRD © sat® closer 4"m Steal Ballard Bea detail this ° BEDROOM on sliest rya U1 J ®I xA ° o I I Ate Access la d L_amW&_J = 8'-0" A.F.F. ifi I IL - - ° Flat Ceiling '-A.F.F. A/C `r Flat Ceiling #1 T GARAGE ° I O rc O � ° in Block wall rn - MT ° ,/garsga to be ° R-1 beets liiwiatian Provide closer auto ° 2'-8" ' ° ,a// struck block r+ 13' -O" 150 Amp 6' -4 ° Panel EMERGENCY ° _----- EGRESS ------------ 3 ° I GOLF C,ARTI I ° cr I GARAGE I uo I I cr n ; ---- ° E, °E Ell ® 2'-8" 9'_O„ 2'-8„ 2,_8„ JOE q,_O,. Bel F Square Footage Breakdown -" GCC Total A/C Space = 1,153 eq. ft. Covered Porch Total ce 212 eq. ft. Garage = 459 eq. ft. Total Cubic Ft = I 9484 Wynne Building Corp. Date Drawn Revisions : Sheet Comm # REAR 3-28-18 5-23-I8 Garage floor slope and T I 1 E I I I I I T" 1 C� O R PORCH Drawn by: smoke detector revision 21 16 - 6-l5 9 S anish Lakes RIGHT Checked by: Impact S . Lucie County Florida D.R.B. OF 5 .7 1 U 1, I U r� t� L I X L/ II_- %J : 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. 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) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 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 IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN I. Any changes to plans must be submitted to the architect SCALE: '1/4" = I'-O" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. 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`-I1" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-II" I it 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 2-f" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy Of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-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. #5 bar vert. w! Thicken edge to 8"x8" 30" overlap SECTIONS AL with concrete and 4" concrete slab with fibermesh OR at each filled cell one #5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill FOOTINGS SCHEDULE Mark alas Deser tisn I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING - C STEP DETAIL ON THIS SHEET 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"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 l8"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR 0xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill orE�t7l I IT El I_1�1 1 I I I= 14"w x 14"d concrete monolithic rooting with (2) #5 bars Cont. 14" TYPICAL FOOTING DETAIL Cif•Al = 1/7" 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on Io mil Vrsqueen over clean compacted termite treated fill #5 bar Cont. .» 10° (2) #5 bars cunt. bottom steel 12" DETAIL AT 6" GARAGE STEPDOWN ArALP 1/2" = I'-n" 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into hntehi above Top of footer 16" below finished floor Mill N I II=F1 I LIN Verify house slab height in field 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. H.B. ' F'4/ PORCH SLAB EDGE DETAIL \\ SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlapA/C at each Pilled cell SEE TYPICAL ECTIONS " `.: AdjusMe Ar Amid t curb height on either aid based on gar. floor 4" concrete slab with fibermesh OR s `. `. . hove hew v slope. 6"x6" #10/10 WWM on 10 mil Visqueen over service locat #5 bar in curb clean compacted termite treated Pill O -O" ® F.F. Grade 2" x 6" PT wood secured with 3/8"dia. x V anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail 114"w x 14"d concrete monolithic GARAGE DOOR TO WITHSTAND PRESSURES STATED T CJ 0 1 i i i i I footing with (2) #5 bars cunt. IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT 14" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One x. 4_�3011x3O"A4" concrete column footing with (4) #5 bars each way 3O/ ,OTING DETAIL Mac"0 CURB DETAIL 4" concrete slab with fibermesh OR 611x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Ln 101, (2) #5 bars coat. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 1'-0 " 4+5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location NO�• r Double Filled Cell Column Single Filled Cell Column ` NTS NTS rr i( 15'-3" r — — — — 76� — — — I I I FI I I 24" ° I FI r I Thicken footing to I 24"w x 14"d x 24"L I ° under filled cell ° under girder bearing. 1 ° 12" x 12' concrete column block Pilled I with E35'-O" into concrete and lintels above (2) #1 bars Vert. tied 10'-0 — — `a —L_J~-- — — ®-- °° ® T o I Filled cell under r der above Rear r Porch Slab to O I be poured separatelli W from House Slab. O (� p Ca I / k — Rear Patio/Slab to be Plush with bottom of I sliding door recess. Slope I" I I I I t/ \ 4" concrete slab with fibermesh OR I 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill 1 I� I I I 0 I(Ci) DRYER AbHER I I I I I I I �I ,I II i I i l I i i l I FI 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill I I II I I I� I FI L— $ F6------ r — — —— — o 0 . LU I O 141 Step W I to _ O I f 17 I 1 I ------a- ° 1.5" Recess for M71 9'-0. Braden it Braden AIAe PA Wynn p Building Corp. Archlltects - Planners TelS.E. Coconut Avenue THE I I I j N D S O R Tel : (112) 281-8258 I 11�—fi u•+ I +-� I �. Fax : (112) 281-8283 IkB E-marl: bradenaia®comcast.net S at Lakes Snow"+ r-I '2ACkQL ttAAernnnnz) S . Lucie Counttg Florida I. II I i I' i i I FI � I I I I I I o •° I DW i I I II n I I MICROWAVE RED. NON -VENT se• c�EAR OPENING Q Q I -- v ---- W.H. I 4"* Steel Ballard See detail on this short II 1 II I II I I ID � I Ii a I ti N I °I I °I I I I I li I I' I I I i I © --J 0 ° 1.5" Recess for O O Garage oor 2'-9" 91-0. 2'-a" cil Date Drawn Revisions : REAR Drawn 5`23-18 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. RIGHT Checked bg: D.R.B. ff" n 0 I Sheet 3. OF 5 Comm # 15-159B impact ROOF SHEETING ATTACHMENT DETAIL I. Minimum (Vail 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 Presage for roof stated in permit info box on these pPans for zone 3 Ke Area Ede Field Fastener Pre sure Zone 1 L" L" 8d ring shank 45 psf Zone 2 4 of 4 H Sd ring shank "IL pSf Zone 3 14 of Ig if8d ring shank 84 Pat ** Zone 3a L" L" #8 wood screw 112.5 psf ** Use nails or a4revs based on pres ure for roof stated in permit info box on these plans ?or zone 3 Concrete / Lintel Column Verify with Plan Rebar to Lintel C Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. Provide Cast -Crete =- 8U8-OB/OT precast ' --- lintel set in mortar Min. Min. 8' Bearing x 12" n Block Provide #5 bar set in pre -cast O C F FL A N Scale : 1/2" hntel into boom where length of the opening calls for it. t 1'- O ii I t h t d t h h t a PT Buck od per iamb into filled ! !lI 4" Pre -cast I i I sin sir angs a un ass O erwlse II a On Is S ee — Roof pitch at 4:12 unless otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be submitted to the -- architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior rowed Fined Cell to construction for layout and uplift verification — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide 85 bar& with min. 46 bar Pa.tarsoverlap m fined call. Tie fined call steel Into continuous rooter steel. I Concrete Footing J 4. (see footer schedule ,r rr .r a... rt-.}.�,�..... for exact also) DETAIL AT WINDOW OPENING iN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Had 2' x 4" blocking to vert. leg or train with IOd x U6 rills at 4' or- n Instal Siwipson MOT into well wing 5/89 olio thresdad r set IMP r1' \ Into set bum and � ) IOd rob Into trims vg� Reber 14148 Bar Dia. TRUSS BLOCKING DETAIL Min. Overlap 41AT GIRDER STRAPPING m n t AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one iayer or ASTM D Type 2 felt paper using Bid minis. Substrata to be 19/32" CDX Plywood nailed at As o.c. in Field and edges with IOd ring shank nails into studs. Gulr Coast Supply and MFG 5v Crimp Metal roofing FL #i1451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5' wood screw& with self sealing washer at 12" o.c. max specing over ASTM D ftype 2) 30 lb felt underlayment installed with min. 4 side tape and As end laps fastened with corrosion resistant tin cape and with 1.25' ring shank nails spaced L" o.c. at all late and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Additional recast Lin al #5 bars = Lintel Bar Clear �� ii A ❑ n B r'.: CLEAR i '�;-w i i +•• °:' i i ' : i Length Length Span Bars Bars 2'-10" 2'-8" I'-6" 2,93 none 3'-6" 3'-4" 2'-2" 2,43 none SP8-015AT 8P8-15/IT Ns8-Id/2T Additional its bars ; cuA ;43rs,� ; ,.; .,, , me Row of N ,,: • ;; tyy Block Above ;•ti, '�; Z. -:,r>;:` :.�.r r ,;,...:,; Precast Lintel r =•:: 1 ' i i Additions t� i �----r #5 bars ----r 4'-O" 3'-10" 2'-8" 2,43 none 4'-C 4'-4" 3'-2" 2,93 none 5'-4" 5'-2" 4'-O" 2,43 none 2,#4 none 6'-6" 6'-4" 5'-4" 2,44 none rt'-G" 7'-O" 6'-2" 2,45 none BFIL-n3/IT BPIL-I8/2T NOTES: 8'-4" 1'-10" T-O" 2,#5 none ALL reinforcing steel is grade 60. L min, coverage of steel-1.5" I min. bearing required a ea. end=6" 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION �t PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Dow Unit WidthSloe Lintel cast -Crete 8 euheatumm owl BlackLp� A dottaw Steel Tap Steal S� Max (PLP) Max. fPLP) Max. LeUpkft ad (PLP) L22 2'-2' V-L' Nos-OBAT 1 85 300 KL9 1024 L31 s', i" 4'-0- 8P8-OBAT 1 #5 26LI 13L3 its L45 Y-5' W-10' �8-08AT 1 85 005 40'! 331 L50 5'-O' L'-0 N'S-OB/IT 1 #5 1236 8S6 Im LAID L'-8' T-V N'8-OS/IT I a6 ion 121 04 LSO 8'-0' T-4- �8-IB/2T 1 85 2 85 152 611 611 L410 T-O' 10'-L' N<8-I5/2T 1 #6 2 85 643 530 401 L10B 1'-O' 10'-L' N9L-ib/2T ONE 1 85 2 #5 B33 us 401 LI00 10'-O" II'-4' BPS-Id/2T I 8b 2 85 562 4014 462 WOOD 10'-0' II'-4' OPIL-Id/2T ONE I 85 2 #6 MAL 1028 462 L120 W-0' 19'-4' N°8-18/2T 1 85 2 #5 411 428 324 LI205 17-0' 131-4' N9L-15/2T ONE 1 $5 2 85 1015 110 324 LI40 W-0' 151-4' N<IL-I6/2T ONE 1 86 2 85 1250 L04 251 LILO IL'-O' 111-4' N S-IB/2T I a5 2 a6 300 M2 M4 LILOd IL'-O' IT-4' N<IhIB/2T ONE 1 #6 2 85 150 Soo 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 BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at erlch truss math (10) tool x 1 1/2 nods - 1 24' o.c.) supporting Max. ISIOIbs. uplift Aluminum Drip Edge t Fascia 12" 2" x L" Kamcan full o vent viral soffit installed uarrgg 1/8' din shark x 1.5' long gaiv. roofing riwb with 3/8' dia. head per product approval - see chart cheat #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied'— into lintel* above thicken edge to 8'x8' with concrete and one #5 bar continuous BEYOND Top of tooter IL' below Finished Floor 12 4 1/2' Aluminum Drip Edge t Fascia Flash and Counter naafi — Nml ledger to gat is end truss with (2) tool rwLda at each web on 3/8' hi -rib lath nul and vertical load ir staplesProvide 4' penstreLLiian ifte msrg snd membe3/4rs ramma ' psnatratxm f 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be Plush with bottom of sliding door recess. Wood IE Base Step per foundation plan Slope per foundation plan 'r .' .• A ', —I1 IIII IIII :.III IIII III IIIIIIIIIIII—III III �""J�x" IIIIIIIIIIII—IIII Mlle III I Tubical Section � r_ N X a7 � s OW � HW a.a n _ $ �+ a n EW W N u C4 Brace Gable and with 2' x 4" SYP #2 Oft back nailed to bottom or top chords using (2) IOc nails at each truss PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer ) dR-30 blown fibergglass in bottom chord or trusses -1/2" drywall with smooth finish Two rows of beam block Pilled with concrete _and fl) #5 bar Cont. in each row. Substitute precast lintel Pilled with concrete and (l) #5 or cant. For bottom row over openings 1/2" drUwall over Is x Purring atrlpa a IL" o.c. with R4.1 FI-foil insulation on typical 8" Block walls All drywall to be installed per FBC R'i02.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" on11 proportioned per FBC R401.I and Mortar joints shall coinilg with FBC R101.21 Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and ll) #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 VxV #10/10 WWM on L mil Visqueen over / clean compacted termite treated Pill I;I;II IIllLlliillll I_ II':I - FI at Front Forc Scale : 1/2" = 1'-0" Simpson HETA 20 Strati truss to wall using Simpson MGT wit hurricane anchor at each truss 5/8 dial, into beam threaded rod with min 12' embed either wet set or in epoxy with ( 24" o.c.) supporting 1810 lbs. uplift Max. HETA 2O (22) IOd truss leg nails into per detail truss. Add blocking to on this sheet 11 , 0 WARAM WA i F", A I 1�MWIA I PA IN E I a WN M 1111111110 01 N �iMEN` I SWE IIIAFMA��■ II � �.�il III I EWA EWAN I I 0 VAIVA MAIN I I I VAA MAN 6 01 is ra: OUR CHETA 2 Provide damn t Simpson HETA 20 Provide for/ gutter �°" hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift e, w x � W a-r � a C 4 LU 2 s "' u r. Q u �a E_C= OD U N r_ L I ILLI O I i- Provide downspout ■ Opt. PATIO/SLAB PANEL "A" Pales BR Lead WFe Desenptw arcs aa'e Deso ption Wire Land SR Poles 1 20 L2 ke $12 RetnWatar I Itunap eL 12.0 ka 60 2 1 20 L2 Its 812 Clothe Washer 3 1 20. 1.6 ks ill Kitchen S.A.C. 5 6 Dr er NO 5.0 ke 30 2 1 20 1.6 Its ail Kitchen S.A.C. I a 1 20 812 Bathroom Reeepts 9 10 AFC $10 5.0 ke 30 2 - 1 20 1 1.2 he 012 Dlehuasher 11 12 1 20 1.2 ke $12 nieraseve 13 14 AF Hand a10 5.0 ke 30 2 1 15 - 014. Genwd Lighting 15 li I Is 814 Genera Lshtrd 11 N WH e10 5.0 ks 26 2 - 1 15 - #H General Lighting 4 - 20 1 15 - $14 General Lghtmg 21 22 6D0 $12 0.81 KU 20 1 I 1 15 #14 General Lighting 29 24 spars Spare 25 2L Span spare 7-1 1s spare Span 29 30 span PANEL "A" LOAD CALCULATION SHEET Load Description (2t . Watts Total(Watte) General ,Lighting !3, watts„sq; , fi;) Small, Applianee, Cgeuit(s? , , , , , , .R4Vglq...... ......... .................. ................ .Rgfrrgerator..............................._.................. Microwave rah , Washer 101.8.h......................................... .C10I)Ve. wAlhof........................................ ,..... .C,*bvik Dryer-------------------------- ............ Water.Heater ............................................. GaregP,Door,Opener..................... ..... I'186 3 6 206 2 1,500 3,000 1 12,000 12,000 1 1,200 1 00 1 1500 1.600 I 1.200 100 1 1200 1.200 1 5000 5000 1 4500 4500 I 810 810 Total Watts 35.A5 First 10000 Watts e100% 1 10.000 10,000 Remainder 29AS e40% 1 O 10.24L Electric Heat or A/C IOA00 e116% 1 10.000 10,000 Calculated Load Watts 30.244 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps F 12L.02 Panel Size Required - 150 Amps 'lectrlcal S mbol Le end S Single Pole Batch ® Recessed Can Light Sa Double Pole Batch ® Eyeball Recessed Push Button Batch >S Exhaust Fan -8 Duplex Outlet Calling Mounted Light Special Receptacle j ♦ Wall Mounted Light := ground fault circuit Light with Pull Chain (attic) Flow Duplex Outlet © Computer Connection Jack ® Carbon Mlonasade Detector 4& Flood Light T Thermostat m Electrical Panel Central vac 8 Electrical Meter ® Smoke Detector Calling fan ® Television Jack Telepliorw Jack a oSC A/C Disconnect I x 4 Fhtreacent Light 2 x 4 Floreacent Lr ® Speaker Hook -Up Q = JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = BALANCED AIR ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wire all required smoke E Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. 5. ALL exterior outlets to be WP/GFCI protected. L. Recessed cans to be Installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms- 8. A/C Return Air Balance Must comply w/ FBC RMIL02 9. %C Refrl�v8 Imes that are run thru slabs must be aseve in 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be performed by a licensed electrical contractor, the completed stem shall be fully operative. 12, Contractor shall pay for all eve, permits, testin , and Inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public !lability and property damage for the MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" 15. 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. IL. 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 necesaarg for the equipment to be placed in proper working order. IZ. 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. 18. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. 124 CFM IOidOxL MASTER' BEDROOM 124 CFM IOldOxL F-, 12x1:teTd B/A 5o CFM s� 9 FM WON IL CFM sx4x4 OSET r_i B%A O - F-1 141 CFM IO)d0xl DRYER ASHER LAUNDRY Ill CFM 12xtxl SECOND BEDROOM 12A2 F♦-, _ - - r THIRD BEDROOM 100 CFM I j O IOxLxL 14�1 150 Amp Panel GOLF CART GARAGE I I I I I I I I I I I I I I I I 20. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job condrtrons. 21. Furnish and install all fixtures as called for on the plans or as selected by others. 22. All raceways and pipes placed in or through any concrete stab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 23. All exposed wire below 9'-1" shall be Installed in metal EM1' conduit. 24. Dr er Vents to be installed per F-YC RMI502 U PORCH 141 CFM IOIdOxl REATI ROOM I I I I 14-1 CFM I0)d0x1 I DINING ROOM I DW I I "I I 124 KITCHEN dOX6 1 MI OWAVE R!R NON -VENT I 3a' CLlAR OPENaiG L - 0 - - - 4"4 Steel Mallard See detail on this sheet 22' x 54' , I Attes m h - - - - - J GARAGE r----------------- i I I I I I I I I I I I I I I I I I I I I r, I ? I Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8268 Fax : (112) 281-8283 ":1-marl: bradenaiascomcast.net MASTER BEDROOM %i E �T SECOND / BEDROOM/ ® l r / 3 TON SISE) / SEE MANUAL / 'J' and Energy / Calculation / for Unit into Install oulet THIRD under disc. B E D R O O I, h- "- not own for sh clarity r WP CI � fir A/C / ul / / 100 PORCH\® "m WP GFCI \ I (V I -I I � I I I I I I GREAT � ROOM I �I / I DINING rrr/' i ROOM I � I �\ I � GFCI ° 1 I C.M. Detector on[ yg per FBC I 1 Fc R314.3 }THEN Bar - ""I I ® rsc V! OFCI 1w� •• li" 11 �� 20 .`. ••Ill'•.• R(W: �'• 7H Y '4"40 Steel Ballard -% • '��LOCATION a FCI / �\ GARAGE Q / / �/1 GFCI \ 150 Amp I\ l /_ / `\ Panel Grcl \ ,@t� \ ` GFCI r-------- ®-. / r--------------i Garage 1 1 Garage Door Door Opener I / I Opener I I GOLF CARTI / I GARAGE GFCI I 1 GFCI t0 garage lights I I 1 SIMI r---- r � � r ELECTRICAL FLAN Past Lighm r"18%h � I SCALE: 1/4" = I'-®" Photo cell Center Pomr 3 F44 Attic Ventina Calculations Total Attic Space = 2101 sq. ft. C 3 9. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Wynno Building COrp. THE WINDS S anish Lakes . Lucie Count4 Florida between awoga z) Wire For Front Post Light REVIEWED FOR CODE COMPLIANCE ST. LUCK COUNTY BOCC Date Drawn : Revision& : ISheet Comm >R 3-28-18 5-23-18 Garage floor slope and i REAP Drawn b : smoke detector revision PORCH c.c.u� RIGHT Chocked bg: ` Impact `The Architect's or Architect' s representative s. III T shop drawln g approvallls NOT a "double e char R TRUSSES AR U L R ■AT MOD & of th MUNIL ■ er: nr. TRESSES FOR TEE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFUL■ SET BEFORE ANY btactor. tv The contractor shall remain responsible A AR ANJE WITH CRANE OPE TOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24'IN LENGTH A far royal overdmeaaurements and other construction criteria. Architect's approval covers goneral roof shape, review of truss strapping, and loading on A Do not stand on trusses until they are braced per SI properly nailed to straps hangers sir°ctutheir egr veloc�io loads y� DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Spanor less 30' to 60' Span / c- degrees �oi :ess Spreader Bar �—Approx 2/3 to-� /. �_.ag --�G Jne Sj'iCn �PProx Line 1/2 of Span` REFER TO B C S! REFER TO BCSI russ must be set m,s wcy " crane used. Truss must be set. this way if crane used. - Truss an exompie, yr r,ss -ay gat ratan. si Inst crane .operator sets truss to s way. This is an example, truss may not match. insist crane operator sets truss this way. 1a r SEAT PLATES BY CHAMBERS 12 4.00 B, M upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL EN D DETAIL 12 4.00 — �— 12 2.00 $_ -- { upset=1/4" 115/16" INDICATES LOAD BEARINC PLUMB CUT END REQUIRED BY TRUSSES SUPPLIED BY BUILDER 2 x 4 Top Chord AT A HEIGHT OF 8'-0" WALL HEIGHT 8' ABOVE FINISHED FLOOR END DETAIL: TYPICAL VAULT r Dapravea ny:. 'rf 19' 9" - ---�`� 3" - — - Ci L i7 ^ o Braden a Braden A.I.A. P.A. -- --- / ®�_1 I I////®�////�yI�/�jp�►lq/®//�I►y/®/%i/y®/��I�/®��!�y�!I/.�!�//®I�// I®I//®/�I�//®I®!® �,/�I�I/y®// I POP II yFRO IPA Emma 0. 1 4 OAF 110 rM IPA MINI - — — --- Fall 0is 10 old Oil NPO r r �._ �.�`■%� _ ■0®_ ON MINI, •50# ' �_IL - • a POINT �i ON 1i0 PAP 0. _■�� _— 1 r sLTR8gK BOSTON Hip-, MO--�/_.�' .110 '1NON I 14'-4" \I`\\\\\I\\\\ I`\\\II\\\\`I. \.►lam\\\\ \`\`r �1IA1S�`\�11�`\ .\�\\\11\= ISM IV 1�.i i`-�2 \ 11 1 Isliffil - -- — MIN MINI Ii W11 MINS — INVERTED *V" WEBS AT CENTER 50# PO T LOADS PER TRUSS FOR A/H/U 1° Mimi__ BOSTON HIP OK _■O , W \ • . 1 I �I \I . 1 , 1lk ., ., \ . • 1 '1 , , ., I®I®I i®I■imimilimimimimi®I®i l®��► I I I �.'-_� i� CLOUT ED AREAS ARE OF J SPECIAL CONCERN & MUST BE CHECKED CAREFULLY & MAY 1 INDICATE DEVIATION FROM �__�< LANS.� ��•�_-�� - FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED 8 RETURNED The legal description of the property where the trusses will be Installed is: The undersigned ecknovdedgea end agrees: 1 Tmssea coil be made In ship ece0Mence with I'll truss placement dlagram layout, which is the iota authority for detannlning. successful fabrication of the Wasea, 2. All dimensions In this layout have been verified by the undersigned. 3. Unless written notice Is provided by certl8ed mall to Chambere Truss within ten (10) days of delivery the undamlgned agrees that no backcharges will be allowed..ln the avant Ouch written notice la fumished Chambers Truss shall have three (3) bug�neas days in which to begin repairs required, or to subsdMe other trusses, et Chambere optbn. 4 n ens ned e . The u d acknowledges edges receipt of "SCSI 1-03 summe b. Delivery b to Job site. It le the buyer's'rea ry sheet by TPI 8 WiCA: ponelblllty to make the Job aae suitable for delivery. Chambers Truce hie the sole authority to determine the cultablllty of the Job sfla oY a portion of the Job site for delNery, Chombere Truss will be maponslbla for dump delivery only. The buyer Is responsible for ad on delNs, expenses B Chambere Truss has to redelNer because Job she Is not prepared for delivery or buyer Is not prepared for delivery of trues... Buyer Is responsible to Chambers Truss for towing costs due to she conditions. S. Pdas as shown Iq paragraph 7 below Is subject to change a any changes are. made In this IayotrL A $50 per hour fee for revisions may be charged by Chambers Trues. 7. This Is a PURCHASE ORDER to Chambers, Truss o1 the sum agreed to, or If no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery, Invoice may. be made at scheduled date of delivery If buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambem,Truss reasonable attomey's fee for collections In event of payment not timely made, 1.12 % per month service charge will be added for Oil sums not paid -within tame. . S. Signature or InItlels anywhere on this sheet constitutes agreement to all terms herein. B.ln conalderetlon of Chambere Truss eManding credit for this materiel the underelgnad uncondttlonelly guaremeee payment when due of any and all Indebtadneae owed to Chambers Trues by any on receiving material and the undo Igned agrees to pay such Indebtedness Including attorneys fees, If default In payment for material be made by the reopient. 10. In the event of any litigation concerning this agreement; the Remo rumored hereunder or payments referred to herein, the, parties agree that the sole venua for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per "National Standard And Recommended' Guidelines On Raeponsfbilldes For Construction Using Metal Plate Connected Wood Trusses ANSIfrPIM?CA 4.2002 DATED v SIGNED FOR TITLE _ Aspreade► bar maybe riquired per "BM J-w, to prevent Ill & damage, Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result In roof collapse, Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Trusses must be set and braced per design to prsvent Injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing are or any other co'dcentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELNERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3106 Oleander Avenue Fort Plercei Florida 34982-6423 800-551-5932 Fort Pierce 772r165.2012 Fax 772-465-8711 Vero Beach 772-569.2012 Stuart 772-286.3302 eta,,. rue uCCOQT01 s'S rAM r 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 ASIDE 7-10 •� Roofing Material Shingle or Shake 0 Ord Loading in PSF Roof R.D.L. Top Chord Live 20 N o L Top Chord bead 7 4.2 0,,j Bottom Chord Live 10 Non -Concurrent o c _ Bottom Chord Dead 10 3 TOTAL Load 37 7.2 oDuration Factor 1.25 m Wind Speed 165mph rn Top Chord C.B. Sheeting by builder. r Bottom Chord C.B. Sheeting by builder. Highest Mean Height 15'-0" Building Type ENCLOSED Building Category II:Non Restrictive Wore Category C REVIEWED Island No CODE COMPLdAbM to FBC 2017 ST. LUCIE C straining Dead Load C.B.=Continuous Bracing DOC Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the W U, 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Chambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:10/07/15 Revised:03/21/18 FOR Revised: 3/05/2020 WYNNE BUILDING CORP. DESCRIPTION: WINDSOR PAGE 1 of 1 CUSTOMER INITIALS EACI4 PAGE M 11392 3 ■, ,