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Home My WebLink AboutBuilding Plans5/8" thick light textured stucco on typical concrete block construction T E, E ' 10 N 12 4 SLOPE, Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" 26 ga. Sy 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 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 (tgpe 2) 30 lb Pelt underlagment installed with min. 4 side laps and 6" end sips fastened with corrosion resistant tin caps and with 1. " ring shank nails laps fastened with corrosion resistant tin caps and with 1.26" ring shank nails epp�eed 6 o.c. at all lope and two etaggered rows 12° o.c. field. Attach s eed 6 o.c. at all la s and two staggered rows 12" o.c. in held. Attach deck to trusses using attachment detail on this sheet deck to trusses using attachment detail on this sheet 12 SLOPE 4 I �'. COVEW _ "t 't O ,,..,,� , : PORCF --------- —R As---- -- — — ----- -- --- go, Oft me ;« 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4' - 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing PL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. ,pacing side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced 6" 3.c. at all laps and two staggered rows 12" o.c. in field. Attach lack to trusses using attachment data on this sheet PE I GRE88 4 O 0'-0" = Finished Floor .w--------------- 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION SCALE: 1/4' = 1'-0' 5/8" thick x 8"w cut' coral finished stucco bands 2" x 4" pop plate 1/2" drgwall ceiling on truss bottom cord 1/2, 4" drywall on 2" x studs at 14" o.c. base —board 11 11 i 2' x 4' P.T. bottom plate 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Interior Non--- Bearing Partition nts railer! Braden AGA, � �� Wynne 4 Burlf ,ig Corp. : 1°=chftects - Plannr S.E. Coconut Avenue THE I D S O Telel (ii2) 281-8258 _ W I �1 Fax : li 281-8283 Spapish Lake• E—marl: bradenaiaecomcast.ne Si Lucie C intq Florida cittuwrt FL :t4Ao1� A�/�tl�f�' �""17 r stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands '4,` ` I O N SCALE: 1/4" - 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crin metal roofing attached to plgwood neck using #9 x 1.5" d wooscrews with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.e. in field. Attach deck to trusses using attachment detail on this sheet i/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through \ one layof 15 lb felt using node. Substrate \\\ to be 19/32" COX Plgwood nailed at 6" o.c. nailed in field and edges with IOd ring nails into truss webbing. shank galvanized FRONT ELEVATION SCALE: 1/4' - 1'-0' 0'-0' = Finished Floor 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 Resrdentials Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category. 11 Wind Velocity: 165 mph ultimate Mean Root Height: Ii,-O' Roof Pitch: 4.12 Internal Pressure Coefficient- to -is Subjectability to damage from: Weathering: Negligible Termites: Very Heavu Width of Roof End Zone: 3'-4■ Wind Speed: Ii5 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.121 Adjustment factor for Exposure Height: ASD ddear n Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.iDL+O.t, L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 11 Rod Zone: 2. +20.L/-51.0 pal Rod Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4' Components t Cladding Wind Prtiawis (NET) Wall Zone: 4.+355.6/-31i pal Wall Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pal Shear Walls Considered for Structure? Yes Continuous Load Path Provided? YYeeaa Are Components an Cladding Dew Provided? Yes Minimum Sal Bearing Pressure; sir, Presumptive: X By Test: to SE APPROVAL- POE Tr x F R -OPENING C ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: __4L_ pat FLOOR DEAD LOAD: 10 JOB AQQRESS- n Model: Date Drawn Revis(ons L. %4 J 3-28-18 5-23-18 Garage floor slope and A R Drawn by smoke for revision fR C H 2ab2�31Z i b��, c.c.u. I H T Checked by: R IEWED FOR ID CODE COMPLIAN(a BOCC Ni4N Rod Zone I Walls Zone 4 hkht - Rod Zone 2 Walls Zone 5 END ZONE - Corner Zones ® Rod Zone 3 Sheet coin 1 ' 15 -15 9 ba Impact FLOOR PLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" I. 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 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 4. 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 wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department surveyor 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 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 11. All exiaosed attic insulation materials installed on attic floors shall have a critical radian 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 complg with F.B.C. R319 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C34, C19, C415, C514, C430, C931 C`f40, C1002, C1041,0111, C1118, C1218 C1395, or CI394 and shall be installed according to the following: (FBC R102.3.5) Drywall Thrcknew Location Orientation Framing Memher Max spacing oP fasteners Ned eyn bons for g d drywall into Spacing installation Nails Screws Mawmum wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12' 13ga 13/8" long with 19/L4" head 0.098' diameter x 1 1/4' longg y2 annular -ringed or 5d codailer n walls Either I6' g• IL' 0.080' dia. x 1 5/8" long with Direction 15/64' head OR Gppsum board nail 0.080 dia. 5/e' with 9/3 x 1 2' head. Ceding Perpendicular 24" 1• 12' l3ga 1 5/8 log with 19/L4' head OR 0.098' diameter x 1 3/8' long annular -ranged or Id coder nerd s 0.092' dia. xR 1 1/8' long with wane Direction 1L 8° IL' 1/4' head OR Gypsum board nail 0.0915' dia. x 11/8' with 14/644 head. 9. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.4, A108.1, A118.1, A118.3, A134.1 and A131.1 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance wit F ,4STM E 84. Insulation shall complg with F.B.C. R314. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood aeck using #9 x 1.5" woodscrews with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach ?aced to trusses using attachment detail on this sheet 4" Recess top plate Vw x 3/8"d Counter top - verlPy type for steel support angle with contractor CRASH POST DETAIL see detail on this wheat N.T.S. V pt. r' A I I V / b L. /A is I ' 8'-10 Y2 ° Y2, 1'-1 y2" 2 3C high by 4" diameter steel crash post. Floor Steel countertop support angle Flange with 4 - 3/8" Install V from each end and Base cabinet expansion bolts Into one In center counter. slab (3/8"t 50 ksi steel plate) ewe angle date 2' x e" wood studs 01 G" 1/2' drywall at IL" C.C. 2F2" 2/," 12a z e° PT good late p ° ° 12" x 12" Concrete column block filled with concrete and O (2) #1 bare wart. Clad Into p 1 lintels above Filled cell under r- girder above PORCH ° ° ° ° ° ° ° ° o EGRESS 13'-II" o ° 30 o ° WIRE LATH t STUCCO 0 fa/e" � 2�" KITCHEN ISLAND FRAMING DETAIL 4 � CEILING 191-91, 112!1" 2 /2' G" FBC R302.9.1 per FBC R302.9.2 t .a MASTER I �� . .1�' 2 BATH I LAVA It3v i i O. i IuYi 1 a LAUNDRY 1 I I 1 1 2.1 I I 1 Y.4 ` �• r% 3" sNp i , 13 wo-i 2" 2 Window Schedule Mark Size Rou h O en. Window Descri tion PRESSURE ZONE I. 4'-5Ye"x 4'-6%a" 543'x 54Ya" "s Hang ZONE 4 2. V-2 Ye"x 5'-3 %a" 15' x 1.3 Y4" saw HwV ZONE 4 3. 2'-2" x V-2%2" 21Y2"x 385'a" s"11& Hang ZONE 4 4. 3'-1" x 5'-3%" 38' x L3'/4" &ngla Hums 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 bg contractor with manufacturer a specs prior to construction r Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0' 108' x 84' Overhead Garage Dow ZONE 4 B 3'-0' X V-e" 41"'/4" x 83%" ProwPrbwgkm Panel - Insisting ZONE 4 C L'-O' X 4.'-8' 14' x 81 i2" ,.a Sliding Glwa Dow ZONE 4 D 2'-O" X V-8" Solid Care - Wood - L-Parcel -Bi-Fold Faashed 24' x 81 %i' E 2'-4' X L"-8" solid Care - Wood - L-Panel F 5'-0' X 6'-8' Solid Care - Wood - L-Finial - Bi-Foh1 G '-8' x V-8" x 1 N" Solid Core Wood. Steel, or MaaonLe Dow H 2'-8" X V-8' solid Core - Wood - L-Perial J 2'-L' X 6'-8' solid Core - Wood - L-Panel - BrFold ALL Exterior doors to withstand pressures stated box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified bg contractor ONwith manufacturer a specs prior to construction In permit Info AND SHALL ON SHEET #1 Simpson HETA 20 or equal hurricane anchor a each uuw 12 Masonry Beam with (10) IOd x I /2" nails I" x V P.T. Buck nailed to ( 24' o.c.) suppparcing Max 4 1 PRE-ENGINEERED TRUSSES case / 18101bs. uplift at 24 o.c. TYPICAL priori t d000r attachmenF nails (h drawin s b manufacturer) Aluminum Drip Edge !Fasciais /- 2" x 6" Sub -Fascia Kaycan full o vent vinyl soffit i using 1/8' dia shank x I.5' long roofing naffs with 3/8" din. Mad product approval -use chart el 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell s op 9 g R-30 blown fiberglass in bottom chord of trusses - I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. win each row. Substitute led precast lintel Pilled with concrete and (l) #5 bar cunt. for bottom row over openings #1 1/2" drygwall over IN x Purringg strips are][ o.c. with R4.1 PI -Poll _ insulation on typical e' Block walls All drywall to be Installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. ro Mortar to be Type M onTg proportioned per FBC RLOTI and Mortar fonts shall comp with FBC R601.2.1, Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...7 Fill cell with concrete and ll) #5 bar vert. (typical). six- spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mill Visqueen over / clean compacted termite treated Pill Grade j. -_. _ ....._ :. ;:. ..... 14" x 14" Concrete footing a with (2) #5 bars cant. and #5 transverae bars at 48a O.C. TYPICAL SECTION Scale : 1/2" = 1'-0 2' KITCHEN r AAV 42" 1 ILAV \ r2. i BATH 82 SANITARY RISER fits Attach buck to blw k mall with 1/4' dia. Elco conk scrap with inn. 1 1/4' penetration at 12' o c. max and 4' max from each corner thru ofE @rder race 2' x V PT Buck erdw es Woad screws thru jsab ir" buck At each binge and 15' eo. max and Detail at Door purer to door aitaabesnt NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into bock with $/IL' tap -can with 1 1/2' peneiratioid at G' o.c. max from each Garner and 20.• &a. sax thereafter at �pprwand 20" oc.mmk. Exterior face at head aid r per par e of mill _, / It suck to be r x 4' PT I'x4' P.T. Buck nailed to block wrth cane hardened nail& Detail at Windows prior to mindow attachment NTS IT Verify attachment hole location with GC Install SGD thru buck into prior to fabrication / block with 3/16" tap -con with 3/8' thick V 1 1/2" penetration at 6" o.c. max. steel bracke /from each corner and 20." o.c. max thereafter at head per product approval 3" Use 3/16" tap -con with COUNTER TOP BRACKET DETAIL 1 1/2" penetration at 0 o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval i" x L' P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door H.B. N MASTER BEDROOM 8'-0" A-F.F. Flat Ceiling 1 I I GQ I I 8'-0" t 9'-8" A F F be 0 6'-v 6A 3 410 0 V ' IW�U g ° 9' 5O " 19 Q in F n ii Rod II. Shelf - ° - T Vaulted Ceding 4 - I _3- - L 19, S" QJ bD �� GREAT' ROOM N C:LOS T 1$ I of 1 -I 1,„ 1 _J 1 1 Rod tit Shelf n I wiz L N O E0 IL 70; ER ASHER 1 LAUNDRY I O 1 8'-O" to 9'-8" A.F.F. O <r Vaulted Ceiling I H I DINING Vanity to be 34 Y2"high 11 ROOM T counter tops to 1 3/8' thick steel O 11 w overhang wall 1.5" 1 counter top eupp is 901, i eq. eq. can er tops to over any wall 1.5" Ln SECOND °q BEDROOM 8'-O" A.F.F, o Flat Ceding r r yr ° 4' i THIRD, BEDROOM r 1 8'-0" A-F.F. i4t Flat Ceding v-- 12'-8" in `R-II Fatten Iwrwsewn Provide auto 150 Amp closer Panel ° r----------------- 3 ° I GOLF CART ar GARAGE C1 _ I 13'-0" 1 1 I -�--� +41" high wall a ° i Dw I I KITC 1HEN to 19'-8" A.P.P.__ 1 Vault d Ceding Upper cabinets to - extend over Ref. 1 MICRO RED. NON-V NT 3r CLEAR OPENING L m --- iI /! R-a Data Inwikeden `r Provide auto 4� O SW 1 1 1 1 J W.H• closer 4"N Steel Ballard © See detail on this sheet IU 1 'z` I I Q l- 1 8'-Q" A.F.F. uFlat Ceiling 14 GARAGE O Block wall win O ° MT garage tobe 2' 8• ° struck block r+ 13' -0" 'T ° EMERGENCY EGRESS r------------- I ---1 I � I I I I r I I I I D i I I I -0101■C o❑■❑aC�� ❑0■0 - n■C�0 • • Masonry Wall -"-mot: '• I vz" \ Bottom< Track Tgpical Flooring Sill Install SGD thru buck into 3 11 d i n g D o o r block with 3/I6" tap -con with Detail 11/2" penetration at L' oc. max from each corner and 20.' o.c. max thereafter at Jambe per product approvaJamb At Masonry Wall NTS Braden t Braden AIAe PA W4na Building Corp. Ardstects - Planners S.E. Coconut Avenue T HE W I N D S O R OB Telel (112) 281-8258 1-1 Fax : (112) 281-8283 S anrsh Lakes E-marl: StiilArt_ 1=L bradenaiaOcomcast.net �S4AgL :ftAAe nnnna,) S . Lucie County Florida H.B. Square Footage Breakdown Total A/C Space = 1,153 eq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 54. ft. Total Cubic Ft = 14,024 Under Roof Total = 2,484 eq. ft. Date Drawn : Revisions : Sheet Comm # 3-28-18 5-23-18 Garage floor sI a an R E,4 R Drawn by: smoke FMVq lli PORCH C.C.U. CODE COMPLIANCE 2" 15 -15 9 s RIGHT Checked bg: ST. LUCIE COUNTY Impact D.R.B. BOCC o 7 I TCULO I UIIZZII"�L IXV I =Z) 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/ 4Xi: 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. 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 FOUNDATiON FLAN 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-14, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MiNIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for Verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision -4. Verify all recess thickness at showers, tile, etc.... 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'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 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-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" SCALE: 114" = 1'-0" FOOTING.: SCHEDULE Mark am Liar, I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 146D MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET 30" x 30" x IVD COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS ®14"W With x 14"0 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" 12"W X 18"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" overlap ESEE TIONS TYPICAL with concrete and 4" concrete slab with frbermesh OR C at each Pilled cell one #5 bar continuous L"xL" #I0/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill 4" concrete slab with Pibermesh OR 6"xb" #10/10 WWM on 10 mil Visquoan over clean compacted termite treated fill pp E - �_ ..,', .,,,. ....• —IIII 11 IIII= 14"w x 14"d concrete monolithic tooting with (2) #5 bars cont. 14° TYPICAL FOOTING DETAIL i;f`AI C I/7" = i'—nil 4" concrete slab with frbermesh OR 4"x6" #10/10 WWM on 10 mil Vrsqueen over clean compacted termite treated fill ,- #5 bar Cont. , 10" (2) #5 bars Cont. bottom steel 12" Jf DETAIL AT L" GARAGE STEPDOWN 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above Top oP Tooter IL" below Finished floor SCALE 1/2" = 1'-0" Venfg house slab height in field PORCH SLAB EDGE DETAIL SCALP 1/2" = V- #5 bar vert. w/ 30' overlap at each filled cell Adjust curb height based on gar. floor slope. 95 bar in curb \ `"�30"x30"x14" concrete column footing with (4) #5 bars each way SCALE 1/2" = I'-O" 4" concrete slab with Pibermesh OR 0XV #10/10 WWM on 10 ml Yisqueen over clean compacted termite treated Pill O'-O" a F.F. R; "'Liill— """IIII I i 14"w x 14"d concrete monolithic tooting with (2) #5 bars cunt. 14" :11 GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with Pibermesh OR 611x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill i #5 bar cont. % DETAIL AT 9" GARAGE STEPDOWN SCALP 1/2" = 1'-e)" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after ail excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical sorl 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 pipin penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termlcide in annular space between sleeve and pipe. 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 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 Masonrg Column With One #5 From Footing To Beam Each. Filled Cell Masonrg Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conic. Fill To Be 3000 PSI See Floor Plan For Location .• Ko� .' ,�v O o �F Double Filled Cell Column Single Filled Cell Column NTS NTS H.B. A'C — — — — 7ED7 — — — — — i I FI I I ID rJ I Thicken footing to 24"w x 14"d x 24"L I ° under filled cell ° under girder bearing. I ° I L— I 1 I I I I I I r------� 12' x 12" concrete column block filled with concrete and (2) #1 bar* Vert. tied into hntela above 15'-3" . 8'-lOy2" 411 8'-l0y2" 1 lo'-off _ — — `a Filled cell under r- girder above Rear Porch Slab to O be poured separatelg 1 ul I from House Slab. O ® I 1 � I k I — Rear Patio/Slab to be flush with bottom of I sliding door recess. ° Slope I" I r- li I ' F- li i I I 4" concrete slab with Pibermesh OR I ° 4 x6 #10/10 WWM on 4 mil Visqueen over u clean compacted termite treated fill I ' u Qa v I in m o I° a DRYER ASHER I I� I' I I` I I I I I 4" concrete slab with fibermesh OR 6 xf.#10/10 WWM on L mil Visqueen over clean compacted termite treated fill I \ I I I I � 1 I L— g_JL F6 FI °° ° a = w O 1141St+P W I N _ �- _ O I F5 I I I N 13'-O I 1 T7711 1.5" Recess for 1^1 ° ° — — a0 T-8" Braden t Braden AIA. Pro Wynne Building Corp. Archlitects - Planners 411 S.E. Coconut Avenue Tel (i12) 281-8258 THE w I D S C Fax : (7112) 281-8283 S anish Lakes E-marl: bradenaiaO comcast. net08 S Lucie Count Florida Stnairr I`1 'A4ggL iteder�nnnna3 9'-0. t- Ii I I` i r- FI I I° I � I o I Dw I I m w I I I U I° I MICROWAVE REP. NON -VENT Sa" CLEAR OPENING H.B. --� v ---- —W.H. I I 4"m Steel Ballard ° I See detail on this shoat II I II I I I� w I II a I I I o F5 ti to I ° I � I I I° I I• I• - I I F_ l- 13'-O" O I I° L----- © — ° --� O ° l 1.5" Recess for ° 0E arage Uoor CA 2'-8" 9'-0" 2'-8" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Date Drawn Revisions : REAR 3-28-la 5-23-18 Garage floor slope and Drawn by: smoke detector revision PORCH C.C.U. RIGHT Checked by: D.R.B. Sheet Comm # 3 1�-15�8 impact OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall 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 pressure for roof stated in permit info box on these pans for zone 3 Ke Area Ede Field Fastener Pressur Zone I /1 6 11 L 8d ring shank 9 5 sf 4 p Zone 2 4 ofL" 8d ring shank -16 psf Zone 3 4 8d ring shank 84 psf ** Zone 3a L" 4 1#8 wood screw 112.5 psf ** Use nails or s rews based on pres ure for roof stated in permit info Tox on these plans or zone 3 Provide #5 bare with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. ti Provide #5 bar set in pre -cast O F F L A N Scale 1/2" = I' -Da lintel into beam where length of the opening calls for it. t l i -Orr 1 t h t d t h h Provide Cast -Crete 8U8-OB/OT precast ---- - --- --- lintel set in mortar, - -I Min. e' Bearing-- e PT Buck led per lomb into tilled a 4" Pre -cast Sill er ang5 a Un ass O erwise no a On Is s eat — 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 Z TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior Poured Filled Cell to construction for layout and uplift verification — Contractor to provide for Form Board Survey and to provide T Form Board Survey to Truss Company prior to truss construction Provide #5 bars with min. 48 bar 1- reactors overlap in fined cell. Tier_-4fl died cell steel into coftnsous looter steel. C4 F- i Concrete Footin (eee Tooter schedule for exact sizes) DETAIL AT WINDOW OPENING iN CBS WALL Scale: 1/2" = I' -CI SINGLE PLY REAR GIRDER TRUSS 2` x 4' bkekinp to verL krg of cc truss with fold x LS nslex. at 4' a 10 10 Varify with r Install MOT xrto wy uwng Concrete a -5/a' d tsars �d eat aaL 11• U Lintel 4-ft umn Block eito wt besa�am (A IOd " I "ico tnas O i9 m C +� su §' ZL rr 7 Rebar u eco " O 1— Rebar 48 $ar oia. TRUSS BLOCKING DETAIL �t ° 5i W Min. overlap A X: AT GIRDER STRAPPING cnu— Column to Lintel A t t a c h m e n t AT CENTER BEARING POINT " BEAM SCHEDULE Mark Size and Description Two rows of beam block Pilled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 10e bend bar with a 10' min. lap at top bar. NTS r i 1/8• thick light textured stucco installed per ASTM C 126 over ASTM D type 2 pa or backed wire lath nailed to substrate through one lager of ASTM D Type 2 Pelt paper using ad nails. Substrate to be 11/32' CDX Plgwood nailed at L' o.c. in Field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #1 x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlagment installed with min. 4 aide lap& and L" end lap& fastened with corrosion resistant tin cap& and with 1.25' ring "hank pads spaced 6 o.c. at all laps and two staggered rows 12 o.c. in fteld. Attach deck to trusses using attachment detail on this sheet Additional recast Lintel #5 bars '-: r:� r'• '.-<< y ::=:r q GUAR '°~ii2'-10" ----r "----e N Lintel Len th 9 Bar Length 9 Clear Span P "A" Bars "B" Bars 2'-8" I'-6"243 none 3'-6" 31-4" 2'-2" 2,43 none SP"IBAT BPS -mein BPS-I1!1/2T Additional - i #5 bars '� CLeA •;!' na Raw of;lock Abov: 4'-O" 3'-10" T-8" 2,43 none 4-6 4'-4" 3'-2" 2,43 none 5'-"5`-2" 4'-O" 2,43 none 11W Precast Li; 7 AddiUenai#5 bars� none 6-6 6-4 b-4 2,#4 none T-6" T-0" L'-2" 2,#5 Wore BFIL-113/IT BFIL-IB/2T NOTES: 8'-4" T-10" T-O" 2,95 none I. min. coverage of atee1=1.5" 2r min. bearing required a ea. end=8" 3. standard for reinf. steal=ASTM A615 ALL reinforcing steel is grade 60. TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mork Wind" Dow Ursa Width Lotel sire cast -Crete 8 euheatlan 'H' Black Abovor e Dottam Steel � Tap Steel Sw Max, Load (PLP) Max wd (PLF) MLa�ewa( Load 10) L22 2'-2' 3'-L' OPS-OB/IT I s6 SOL, WL, 1024 LI J,-L� 0 4'-0' 1PS-08/IT I s5 2661 ISAS 163 L45 4'-5' S'-10' SP8-08/IT I s5 505 101 334 L50 5'-O' L'-L' 1111148-00/IT I #5 1238 835 121 LLO C-So T-L' 1P8-M/IT 1 85 Ion 121 534 L80 V-O" 111I BPS-IS/2T I l9 2 85 152 511 $12 L410 ell 10'-L' Bt8-I5/2T 1 $5 2 x6 643 530 1 401 001111 1'-O' 10`1 SPIL—I8/2T ONE 1 a5 2 a6 033 03 401 LI00 10'-0' II'-44 6W8-18/2T 1 aE 4 1 86 582 44114 462 LIOOM 10'�-/0�" II'-4' SPIL-ID/2T ONE 1 a5 2 36 1344 102E 452 L120 17-00 13'-4' RPe-I8/2T 1 #5 2 a5 411 428 324 L1200 121-00 13'-4" Sr% -II ONE 1 $5 2 $5 1015 110 324 L140 W-00 151-4' SPIL-I5/2T ONE 1 85 2 85 1250 Lot 251 LILO IL'-O• IT-4' Or-B-I5/2T 1 85 2 85 300 M2 M4 LILOD IL'-O' IT-4' Sfli-ID/2T ONE 1 $5 2 $5 160 5o0 1I - 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'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal 14 lean anchor at each true with (10) IOd x 1 1/2' nails - ( 24' o.c.) supporting Max. 18101be, uplift Aluminum Dnp Edge il Fascia 12" 2" x V Kagcan roll o vent vinul soffit installed using 1/8' dia shank x T 5' long gale. roafrig made with 3/e" dra. head per pradact approval —see chart sheet #1 12' x 12' concrete column block filled with concrete and 12) 81 bars vert. tied into lintels above thicken edge to 8'x8' with concrete and ono #5 bar continuous BEYOND Top of looter IL" below finished Floor 12 4 1/2' an Aluminum Drip - Edge III Fascia Flash and Couriter Flash Nall ledger to gable and truss with (2) IOd I at each web r\ 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 or sliding door recess. Step per foundation plan — Slope per foundation plan I'll iiii a� ��IIJ� IIII III_ -=I ;ill IIII IIII III III Ili alcal Sctlon Brace Gable and with 2' x 4' SYP lit 8ft back nailed to bottom of top chords using (2) IOi nails at each truss PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fibergglass in bottom chord oP trusses drywall with smooth finish Two rows of beam block Pilled with concrete and (1) #5 bar cont, in each row. Substitute ;or lintel filled with concrete and (1) #5 bar cunt. for bottom row over openings 1/2" drywall over I" x furringg stripps at IL" o.c. with R4.1 frfal insulation on typical 8" Block walls All drywall to be installed per FBC Ri02.3.1 and shall meet all pertaining ASTM codes. n Mortar to be Type "M" onlyg propportioned per FBC R401.1 and Mortar joints shall comply wifh FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and ll) #5 bar vert. (typical). ax. spacing shall not exceed 48" unless otherwise noted sea foundation plan notes for spacing at openings 4' concrete slab with fibermesh OR VYL" #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill at Front Fore Scale : 1/2" = 1'-0" Braden t Braden AiA, Archneets — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—marl: bradenaiascomcast.net Simpson HETA 20 Strap truss to wall using Simpson MGT wit hurricane anchor at each truss 5/8 die. Into boom threaded rod with min 12" embed ,f ( 24 O.C.) supporting i810 lbs. uplift Max. HETA 20 (22) 10d �truas log either wet nails into per detail set or in epoxg with truss. Add blocking to on this sheet ■ NJ NMI MrAmmil MEN we 'A WAM I 11WE fr ii FA � I � 0 'WAA 11 WH SA .0. itUpe ;I ZFS, 10 felt unceriagment i laps fastened with corrosion resistant t�'reacamp'Terfamn'ellilill ", L -TIK.Fdp I d FMV XWI Mi VAA o.c. at all laps and two eta geredfrowl' Irtal I PA , E IW4 OA MF WYA AF I LIM ML �- it �.a. 11 LE C ETA 200> Simpson HETA 20 Provide for gutter Provide dwnopout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Wynne Building Corp. THE WINDS( S anish Lakes S . Lucie County Florida Q-1ETA 2 q> N Q W la u) X � W UJ s� � a o a a U in 00 QD 2 N 3 v L ILU O t' REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY \ BOCC Provide downspout Date Drawn Revisions : Sheet Comm # REAR 3-2s-18 5-23-18 Garage floor slope and Drawn by: smoke detector revision PORCH C_C.U. 4. iS-15913 RIGHT Checked bg: Impact D.R.B. DF 5 1-2-19 I Opt. PATIO/SLAB PANEL "A" Pala ISR Laid Wae Deacnptan Seca -SS DsaaripLen.. Wire Lied SR Pahn 1 20 L2 ke all Rerngerata I ROW 86 12.0 Its 60 2 1 20 L lee $12 Clothes Washer 3 1 20 Li Its $12 Kitchen S.A.C. 5 EIrow 010 5.0 ke 30 2 1 20 1.5 ke #12 Kitchen S.A.C. I 6 1 20 - $12 Snthraan Reaepts: 9 10 AR Caidamor 010 5.0 ke 30 2 1 20 1.2 ki 012 olwoaww 0 12 1 20 1.2 ke 012 Miaaesve 13 H AR Hand ` $10 5.0 ke 30 2 1 I5 #14 Gsnerd Lighting 15 IL 1 15 014 Gerd LNVN: ri 10 WH 010 5.0 ke 26 2 - 1 15 - #14 Canal Lighting 19 20 I 15 - $14 General Lfghteg 21 22 GDO 012 0.11111 Kill 20 1 1 If #14 General Lighting 2$ 24 1 Spsn - ftem 25 26 Spare FSpar. 2-1 28 Spas Spay 29 3o Spare. PANEL "A" LOAD CALCULATION SHEET Load Description Qti4. Watts Total(Watts) Goneral,Llghtmg t3, watts„44;,Pt;),,,,,,,,,,,,,,,,,,,,,,,, Small, Applmnee„Clrpulf (a) ..... ......... ................. .Range ...... ......................•...... ....._........... .Rsfriworator.................................... Microwa.......................................e.............:............ Dish , Washer ........................:.:....................:... Cla6hoe. w.a>th�r............................................... Clothes Dryer...... Water Heater ,Garage„Poor,OpenOf ......... ......... 1135 3 64106 2 1,500 3 00 I 12.000 12.000 1 1200 1,200 I I 00 I 00 1 100 1 00 1 1.200 1,200 1 5,000 5,000 1 4.500 4,500 1 810 810 Total Watts 35AI6' First 10000 Watts 0100% 1 110.000' 10 000 Remainder 26,A6 940% I O 10,246 Electric Heat or A/C 10.000 065% I 10,000 10,000 Calculated Load Watts 30.246 Voltage 240 Calculated Wattage Divided bg Voltage - Total Amps 12L.02 Panel Size Required 150 Amps , Electrical SUmbol Legend S Single Pole Switch ® Recessed Can Light S„ Double Pale Batch ® Eyeball Recessed e Push Button Swatch Exhaust Fan -(-) Dowex Outlet Q Ceding Mounted Light '0 Special Receptacle ♦ Wall Mounted Light aterpr Or fault arcwt Light with Pull Chan (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxide Detector '& Flood Light T Thermostat m Electrical Panel Central Vac 8 Electrical Meter ® Smake Detector W III I Ceiling fen ® Telewwon Jack Telephone Jack a o ec A/C Disconnect I x 4 Florescent Light 4 Florescent L ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN = THERMOSTAT LOCATION B/A = BALANCED AIR e, Yent thru Soffit -- MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. I A/C dmc. (3) #1 THHN Copper 2" PVC Schedule 40 conduit 15 PI ANEL 200a rated meter can 2" PVC schedule wrw•w 2" mis #2/0 AL SER Cable With #1 Grnd 2" PVC Schedule 40 conduit aleeve into attic 200a rated meter can -47 bonding part 2" PVC schedule 1 2" rig ISO AM PANEL banding pant • ground rods I I ground rode I ♦ i ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER I - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which i shall be verified prior to construction shall be verified prior to construction - Verifg AIC/KIC Rating prior to ordering equipment - Verily AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire onlg from panel to devices 2. Provide and wire aTI required smoke 4 Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. S. 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 comp) w/ FBC II 9. AC Refrigim lines that are run thru slabs must be see va In C 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be performed bg a licensed electrical contractor, the completed stem shall be fullg operative. 12. Contractor shall pag for alll'ees, 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. .i4. All required insurance shall be provided for protection against the public habilitg and property damage for the AiC 124 CFM IOx10)d PORCH MASTER' BEDROOM B%A 0 124 CPM IO)dOxL 141 CFM 1Ox10x1 R^, 12x11xT6 B/A 141 CFM lOx 1Ox1 ex4x4 9 CFM Ire' REATI ROOM I LOSET I I 8n4x4 o SIP CFM - - - �'+� DRYER ASHER ® LAUNDRY La X44 I 141 CFM IOx1Ox1 I I DINING '8x4x4M . I I ROOM R-, 12x12x8 el, B/A -------- Purr I DW I III l I I SECOND I I BEDROOM I 'ro�o� I KITCH1EN *� I MICROWAVE 20x20 NON -VENT I I R7AI T 3e-CLEAR O L llr OPENING L - - - - J 12x12x8®- B/A IS lea THIRD 1 I 4"40 Steel Ballard I See detail on this -;we- et BEDROOM _ _ I I Attm ___ 100 CFM \ > I f 22' x S4' 10xixL ® i = C 1 Amaa ra wth light--J CFM GARAGE 150 Amp Panel GOLF CART, GARAGE I I I I I I I I I I I 1 I I I I I I I I I I f I 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to the date of acceptance or certificate of occupancy, or one suit the Job conditions. year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans charge and shall include replacements or repair of any or as selected bg others. other phase of installation that mag have been damaged. IL. It is not the intent of these plans to show every minor detail 22• All racewags and pipes placed in or through any concrete of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the all items for a complete electrical ayatem and provide all largest conduit or pipe from any other service. the requirements necessarg for the equipment to be placed in proper working order. 23. All exposed wire below 9'-1" shall be installed in metal Y 11. All work shall be done in accordance with the N.E.C. and conduit. shall complg with all local codes and ordinances, and shall 24. Drrger Vents to be installed per meet all standard requirements of the local electric utility FSC RMI502 and telephone company. 18. The electrical agatem shall be completely and effectivalg grounded as required bg the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. AIA, P ArcMtecta - pien a "5 411 S.E. Coconut Avcvciva Tel (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenaia®comcast.net 3 TON SEE MANUAL aJ" and Energy Calculation for Unit Info Install oulet under disc, - not shown for clarity AiC U a r MASTER BEDROOM DRYER' R LAUNDRY �T IL hm SECOND / BEDROOM,/1 / 1 r / I 100, \ e PORCH WP GPCI u I I € I I I I I GREAT i ROOM I �I /I / I � / i I / I ,'/ j DINING // i ROOM I � � �111 ilh d��i 1�1 oC �J' ►�1� t: l 0114 I f III lSJ ��) .•.ay.• I ....•.•. 4NII Steelel►• .Iiage detail on this shoot OPTIONAL PANEL LOCATION i'I►FC1�+ • Amp :. :. OpenerOpener GOLF CART, GARAGE ELECTRICAL FLAN Past Light with a SCALE: 1/4" = 1'-0" Photo cell Center Past Light Attic Ventina Calculations -72309.1 Total Attic Space = 2101 sq. ft. Pff-C Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Wunne Budding C- rN4 THNL)a S anish Lakes S . Lucie Countq Florida between driveways Date Drawn . Revisions REAR 3-28-18 5�-23-18 Garage floor slope and Drawn bg: smoke detector revision PORCH c.c.u. RIGHT Checked bg: D.R.B. Wire For Front Post Light REVIEWED FOR CODE COMPLIAN,, ST. LUCIE COUNTY BOCC Sheetaki r� - Impact �F � a t A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. f. c��' The Architect's A 4 Y MORE TRUSSES U J J E J R - or ro itoctapproval s representative's TRUSSES FOR TdE FIRST MODELSHOULD BE SHIPPED AND SUCCESSFULLY SE BEFORE ANY M0 ARE BU . T OR ■AT MODEL, douberCheck'oftheconNOTa .'•double check" of the contractor. ARRANJE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 13 24 IN LENGTH I A Tfor he contractor shill resureents abre ' other checking onstr cY oln criteria. A ch test's approval covers general roof shape, Do not `tand on trusses until they are braced per BCSI & properly nailed to straps & hangers review of truss strapping, dandt leads on n structure from vity and, uplitt loads and their r ctive locatio Aoproved -_ —_ o _. _ Braden & aria en A.I.A. P.A. SPACING NOTE X - ,5_3 ----- -- -- 19,_9„ -- - ----- ,5'3° c I_ oat ----� d -. 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 A IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less _A 30' to 60' Span J`46C degrees Spreader Bar T �or less /2 Appro. 2/3 to _► Tcc Ine _sper gl Line 1/2 of Span REFER T� BCS REFER TO BCSI p Truss must be set ^ s way If crane used. Truss ,must be set, this way ,f crone used. r 'fuss a an exomple yo , tress maylot match. This is an example truss may not match. 1 Insist crane operator sets truss tn.s way, Insist crane operator sets truss this way. r w a E " S SEAT PLATES BY CHAMBERS 12 4.00 - (o M 1' upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL 12 4.00 u 17 2 00 -$-8' M upset=1/4" heel=3 15/16" INDICATES LOAD BEARING PLUMB CUT END REQUIRED BY TRUSSES 2 x 4 Top Chord SUPPLIED BY BUILDER y AT A HEIGHT OF 8'-0" ro WALL HEIGHT 8' ABOVE FINISHED FLOOR END DETAIL: TYPICAL VAULT 111101111 P Am 10 PER 111101 04 so Is INS F110 Oil 1 A041 ANN INVERTED inti WEBS AT CENTER oil 50# POINT LOADS -PER TRUSS FOR A/H/tJ 0 PAP PAP BHA �1 1� H �� 1 lixii ®®�®INININ1111=11F��,��® �I®I�BI�Ie1®18�1®I® i I 14,4" v 64" _. v PORCH RIGHT y O o t ®I®I®I®I®I®I®ICI®Iel ICI®I®�®I�® IMF®I® �� \��I�\\�i ��\�i�\\\�I►0WI ZNNIMil \�i il►�\\�li I► �I i�iaa ll%\\S� �\\�i�V` i...a 010�� li e_� , �_\ \��\\\�W\\ sri�r/�/mar-�a►�iavi srs��s.�'�s��►�erra► _ \® Oak INS 1SO�®� � is INS 11110� LOAD 50# POINT LOADS PER TRUSS FOR A/H/u__ 1010 � 1 NEIOIL- ®I®I®ICI®I■1�81®IeI�IB�I®II�I�I®I�I®I �! ■ iCLOZED AREAS ARE OF - �e J SPECIAL CONCERN & MUST BE ► i CHECKED CAREFULLY & MAY e INDICATE DEVIATION FROM PLANS.„ FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the husees will be Installed Is; The underslgnetl acknowleWgea Intl agrees: f: 7Nasee will be made In strict accordance with this truss placement diagram layout, which la the sole authority for determiningsuccessful fabrication of the trusses. 2.AII dimensions In this layout have been verified by Ole undersigned. .3. Unless written notice Is provided by certifed mall to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed..ln the event such written notice la (umlahed Chambers Trues shalt have three (3) business days is wtllch to begin repairs 4. The required, or to aubeOMa othet trusses, at Chambers op n. 8, Dell ery Is ltto job site, It Is gthe buysea0res neb ry to makSCSI 1 3' e the job sheet s e suitableA. for delivery. Chambers Truss hes the sole authority to detertnlne, the suitability of the Job site or a portion of the Jb she for delivery. Chambers Truss will be responsible for dump delivery only. The buyer Is responsible for additional deliver! expenses O Chambers Truss has to redelver becauss Job elte is not prepared for delivery orbuyer la not prepared for delivery of trusses. Buyer Is responsible to Chambers Truss for towing costa due to she conditions. I 8. Price as shown In paragraph 7 to Is subs to change O any changes are. made In this. layout, A $SO per hour fee for revleIons may be charged by Chambers Truss. .7; This Is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or.9 no; agreement a reasonable pace, 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 agreas to pay Chambers . Truss reasonable attomey's fee for oopaym llectlons In event of ant not Illty made. 1-1 R °h, per month service will be added for ell sums not pallInterms. 8. Signature or InlOels anywhere on this sheet constitutes agreement to all terms herein. 9.1n consideration of Chambers Truss extending creditt for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to Chambers Truss by any entity receiving material and the undersigned ogres to pay such. Indebtedness Including attorneys fees, S default In payment for material be made by the redplent. 1. 10. In the event of any litigation concerning this agreement, the hems furnished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will j be Saint Lurie County, Florida,. - 11. Design responslbllRlea are per "Natlonal StandaN And Rocbmmendetl Guldellnes On Rasponslbilltlas For ConsWctlon Using Metal Plate Connected Wood Goes ANSI/TPIM?CA 4 - 2002- DATED SIGNED FOR_ .TITLE Aspreader bar maybe ralper•"BCSI1-03"mprevent irytry&dam go. ' 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 responsiblilty of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Trusses miustbesetand braced perdesfgn to proviont milting& damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING Thr/S LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3106 Oleander Avenue FortPleri Florida 34982-6423 800-551-5932 Fort Pierce 772465.2012 Fax 772-465-6711 Vero Beach '772-569-2012 Stuart 772-286-3302 ,^YaaaCCCCTCI III roM 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 0 si%4 Loading in PSF Roof R.D.L. 16 " � — Top Chord Live 20 s 0 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent o c Bottom Chord Dead 10 3 TOTAL Load 37 7.2 «: Duration Factor 1.25 fill 0 Wind Speed 165mph N Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 15'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R. D.L. =RestrainingDead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and yourengineer. Design Criteria is the responsibility of the Building Desi ner and/or Engineer of Record. CKChambers Truss Inc. Drawing Name: Ml1392 Scale: 1 /4 = 1' 82 total trusses, 15 different trusses. (� MI 4: RLC ACAD: RLC Reviewed By: r Date:10/07/15 Revised:03/21/18 00-41 0 J FOR Revised: 3/05/2020 14'4" ■�--_ s'a" *._ 14'1 WYNNE BUILDING CORP. DESCRIPTION: PORCH LEFT WINDSOR PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 15 TRUSS DRAWINGS ARE ATTACHED TO l AYOUT M 11392 -7 1�escr■ -7&'5 1