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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and 0 ent eps fastened with corrosion resistant tin caps and with I. " ring shank Hari s�aced L o.c. at all laps and two staggered rows 12' o.c. field. Attac eck to trusses using attachment detail on this sheet 5/8" thick light textured itucco on typical concrete block construction 12 SLOPE 14 U RIGHT ELEVATION 12 4 SLOPE COVERED PORCH 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with / 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing PL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet 2" O'—O" - Finished Floor 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION SCALE: 1/4' - 1'-0' GRES5 IT u Gulf Coast Supply and MFG 5v Crimp Metal roofing F116 L #51.12 26 ga. 5v crimp metal roofing attached to plywood deck using #4 x 1.5' wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment 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• - r—O' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood neck 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 Lin caps and with 1. 5' ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 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 to be 19/32" CDX Plywood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 SLOPE 12. 12l, as 0'-0Y - Finished FI= ilk ae;5/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION SCALE: 1/4' - 1'-0' 2" x 4" top plate drywall ceiling on truss bottom cord base -board Interior Non -Bear) I/2" drywall on 2" x 4" studs at IL" o.c. 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 6'xL' #10/10 wwM on 6 mil Viaqueen over clean compacted termite treated Pill Partition Braden t Braden AIAe Arclntects — Planners 411 S.E. Coconut Avenue Tel (712) 281-8258 Fax : (112) 281-8283 E-mail: bradenala®comcast.net A Wunne Building Corp. THE UJII_DSC S ankh II S . Lucia County Florida ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Deity n is: Enclosed Risk Category it Wind Velocity: ILS mph ultimate Mean Roof eight: IIII'—O • Roof Pitch: €` r 4.12 Internal Pressure ant: tin -in € Subjectabnlitg to damage from: Weathering: Nealiabie Termites: Very Heave Width of Roof End Zone: 3'-4' Wind Speed: IL5 mph ultimate bind Exposure Classification: C 1.21 x O.L = 0.12L" Adjustment factor for Exposure Height: A$Dev n Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.LDDL .LI�L Components t Cladding Wind Pressure (NET) Roof Zane: I. +20.6/-32.6 psf Roof one: 2. +20.4/- 1.0 pal Rod one: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width:'-' Components t Cladding Wind Pressure (NET) one: .+35.8/-38.1 pal E3- Rod Zone I Wall Zone:. +35.8/-41.8 pat Wags Zone 4 Components t Cladding Wind Presaure (NET) on Garage Door: +32.0/-40.3 Pat Shear Wall* Considered for Structure? Yee Continuous Load Path Provided?_�y - Roof Zane 2 s Walls Zone 5 Are Components an Cladding Det�a Provided? Yes END ZONE Minimum Sal Bearing Pressure: si. Presumptive: X B Test: psi Corner Zaws S E RODUC AP R VAL F RIM A T P O E TION F R O E IN S- Rod Zane 3 ROOF LIVE LOAD: S1 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD:jL_ poll FLOOR DEAD LOAD:_0 per JOB ADDRESS: Model: REAR PORCH RIGHT )ate Drawn : Revisions : 3-28-18 5-23-18 Garage floor slope and Drawn by: smoke detector revision CCU by t73U Checked by: (VIEWED FOR D.R.B. ST. LUCIE COUNTY BOCC Sheet Comm # Impact OP 5 FILE COPY 8'-10 Y2" FLOOR CLAN Recess top plate an"' x 3/8"d Counter top - verity type 4. for steel support angle with contractor C R ASH POST DETAIL see detail on this shoat TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. I. Contractor to verifg ALL notes and dimensions prior to high by 4" diameter steel crash post. Floor steel countertop support angle steel s proceeding with Work. Flange with 4 - 3/8" Install L' from each and an Base cabinet in center of counter. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one we angle detail 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t so ksi steel plate) 2' x 8" mood studs a minimum 1,400 P.S.I. fiber stress. L° 1/2' drywall at IL' o.c. 4. No dissimilar metals to touch. �" �" 2• x 8" PT wood plate S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 0 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix o 6. Drywall at ceilings shall be leveled and attached to bottom chord 113/8" 2!6" KITCHEN ISLAND FRAMING DETAIL of trusses with screws per FBC R102.3.5. 4 rea hllb t te 1. ALL wood in contact with concrete s a e pressure . 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. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibilitg requirements. 12. Lowest finished floor to be set bg Governing Building Department 2" 2y1. surveyor to set in field. �2" /," 13. Separation between residence and garage shall be per FBC R302.6 6"' 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater S. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 1. 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 complg with F.B.C. R316 - see permit info box of code edition S. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 Ccf60, C1002, C1041,0111, C1118, C1218 C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5� Or call 8 Thicknea Location Orientation Framing Member Mex s akin p 9 oP fasteners Nall sizing options for installation of drywall into Spacing Mawamum wood framm members Nails Screws 2" x min. t icknass Ceiling Perpendicular 24' 7" 12' 13ga 1 3/8' long with 19/64" head 0.098" diameter x 1 1/4' long annular -ringed or 5d coder nail y2 OR Walls Either IL' S. IL' 0.080' dia. six 1 5/8" long with Direction 15/64' head OR Gµpeum board nail 0,084' dia. x 1 5/8' with 9/32' head. Ceiling Perpendicular 34" T 12' I3ga 15/8 log with 19/44' head OR 0.098' diameter x 1 3/8' long annular -ringed or Ld coder nail OR Walls Either IL' S. lL" 0.092' dia. xx 1 1/8' long with Direction 114 head OR Gypsum board nail 0.0915' dia. x 11/8' with 19/64' head. 19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, AI18.1, A118.3, AI36.1 and A131.1 '2« i .�. r VTR MATH R 4 1 I LAY-4 I �'.�,. �,, .12'� KITCHEN luvi ��N.� 3•� 1 2, LAUNDRY } v 1 I I 1 12« 1 1 2'1 1 I I I Vi v-i 2« 2• 2• 2• 3" aNeaa 2" 2" 13 .Oi sTA 2' 4mlle s- • 3• SATH #2 3' SANITARY RISER rite Attach buck to block wall with 1/4' dia. Eleo cone saran with an. 1 1/4' penetration at 12' o.c. max and 4' max from each corner thru extorter two 2" x V PT Buck .of an aria seYoc?dsclswe thru jab mte buck Detail at Door � each dare and Ili' t ma and a• W ilea• ettaohesnt NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER. AND SILL BLOCK PRIOR TO BUCK INSTALLATION O Install windows thru buck into block with 3/I9' tap -con with 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM I free penetration at L• o.0 wmi C1288, C1325, OR CII18 and Installed I.A.W. manufacturers recommendations shall inR.�r l :eA� and°�o aMmwk be used as backer for the wall the in tub areas and wall panels in shower areas. D oOr Schedule h e d u l e Exterior f°" et had wild . per ore act ato be l d wall suds to be 1' x 4' PT 21. Insulation including facings such as retarders or vapor permeable members installed Mark Size Rough Opening Door Description PRESSURE ZONE v within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics A T-o" X T-O" 108' x 84' overhead Garage Dorn ZONE 4 shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. B 3'-0' X V-s" 41"'/," x 8334" ,bar Par►el - i ZONE 4 1•x4• P.T. Buck nailed to Insulation shall coin I with F.B.C. R316. lock with case hardened nods p g C L'-OM X L'-8' 14' x el 'h" ^"' 6a°°' 8bbrm G4ess poor ZONE 4 Detail a t W i n d OW S Prior to endow attachment D 2'-(7 X V-s• Solid Core - Wood - L-Panel -Br-Pohl Pnsahrd 24' x 81 %" NTS E 2'-6" X V-8" Sabd Care - Wood - L-Panel le 5'-01 X 6'-8" Solid Core - Wood - L-Panel - Br -Fold G '-8" x L'-8" x 1 Solid Core Wood, Steel, or MamrnsOe Door H 2'-8" X 4'-8" Solid Core - Wood - L-Parlel d 2'-6" X V-8" Schd Care - Wood - L-Panel - Bi-Pabd Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 2f. Ia. 5v crimp metal roofing attached to plywood -deck using #9 x 1.5" ALL Exterior doors to withstand pressures stated in permit info 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 0 and box on sheet 41 laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced L" o.c. at all laps and two sta gered rows 12" o.c. in field. Attach GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL dpeck to trusses using attachment dotal on this sheet WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensione to be verified by contractor with manufacturer a specs prior to construction 12" Simpson HETA 20 or equal hurrica anchor at each truss 12 " Masonry Beam with (Ig IOd x 11/2" nmis PRE-ENGINEERED TRUSSES I x L P.T. Buck nailed to ( 24' o.c.) wppporting Max 4 at 24'o.c. TYPICAL block with case hardened nails hole l attachment 18101bs. upldt prior to door attachme hole location with GC (shop drawings by manufacturer) Install SGD thru buck into prior to fabrication block with 3/IL" tap -con with 3/8" thick L, 11/2' penetration at 6" o.c. max.steel bracket R-30 blown fiberglass from each corner and 20." o.c. max Edgeu! Fascia g thereafter at head per product approval / In bottom chord of trusses V-1/20 drywall with smooth finish 2" x L' Sub -Fascia Two rows of beam block filled with concrete 0 0 Use 3/16" tap -con with COUNTER TOP BRACKET DETAIL and (1) #5 bar cunt. in each row. Substitute 1 1/2" penetration at L" o.c. max. Kaycan full o vent via 1 adfit installed precast lintel filled with concrete and (1) #5 from each corner and 20" o.c. max urnp 1/8' da shank x IS' long gels. bar cunt. for bottom row over openings thereafter at sill per product approval roofing nails with 3/8' dia. head per product approval - am chart sheet #1 1/2" dr well over I' x furrin stripa aT IL" o.c. with R4.1 Pii-Poll P x V P.T. Buck nailed to insulation on typical 8" Block walls block with case hardened nails 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 Head prior to door attachment stucco on typical concrete and shall meet all pertaining ASTM codes. block construction ro Mortar to be Type M onlgg proportioned per FBC RLOLI and Mortar Jonts shall comp with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...7 fixed door #5 bar vert. w/ sliding door r 30' overlap Fill cell with concrete and at each Pilled cell ll) #5 bar vert. (typical). n Masonry Wall �y',•,t,'„1 ax. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for Base spacing at openings Bottom' Ti Typical Flooring 4" concrete slab with hbermesh OR ac L"xL" #10/10 WWM on L mil Visqueen overt' Ill Install SGD thr„u buck Into clean compacted termite treated Pill b11/2" wpenetration as 6" o.c. con h max. Grade Sliding Door Detail from each corner an 0." o.c. max t b product thereafter a p r p ucapproval L.: :: .:..:... Tjamb* e w Jamb At Masonry Wall NTS Braden t Braden AIIAe 10,4 �,ne Building C or Date yawn : 8 @vision& . sl a and Sheet omm �- p 3 28 18 23 18 Garage floor op Aralvteets - Planners REAR smoke detector revision -- -- -- - Drawn b : Concrete footrn g 411 S.E. Coconut Avenue 9 wit (2) #5 bars taint. end #5 l � - I 5 9 +-� h " � IwUi�IOSOR PORCH ITHE 2 transverse bars at 48 C.C.ocTel (112) 281 8258 G.C.U. TYPICAL SECTION Fax :(112)281-8283 RIGHT Impact 11 it E-mail: bradenaiaecomcast.net S anllh Lakes Checked by: h' C t FI d OF 5 Y2 7'-7 EGRESS 13'-II" MASTER 0 BEDROOM ro im 8'-O" A.F.F. �12" x 12" Concrete column -- block Pilled with concrete and (2) #1 bars vert. tied into lintel* above Filled cell under r girder above PORCH WIRE LATH I: STUCCO CEILING 19'-9" a� a�� IL'-O" 4.ITwa Flat Ceiling r I n N 0 i Window Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-5Yw"x 4'-L %s" 54%"x We" Single Harm ZONE 4 2. L'-2Ye"x 5'-3''s" 15' x L3%;' SemM Hung ZONE 4 2°-2' x V-2V2" 21Y2"x 38%e" 8snple Hung ZONE 4 4.3'-I' x 5'-3!s" 38' x 63'/4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction D ill to be O 1 O 4 Y2' high ° 8'-O" toil-8" A.F.F. Rod t Shelf77,_ T Vaulted Ceding in GREAT'ROOM °AiRFoLd-t OS T I o I , H B - ;�'° ° Shelf cry I L1 - Nm a O m 37" " Q 3'-4° - 32" DRYER ASHER I I o- 9' 5" OFX LAUNDRY I Lu ►- n 111 N I to 9'-8" A.F.F. O Vaulted Ceiling I DINING o =_ I ° Yanity to be 34 Y2"high I I I ROOM c+i j T w ( counter tops to 3/8' thick steel overhang wall 1.5" 1 to O counter top 90 eupp eq__ eq. can or tops to « ® L over ang wall 1.5" - _ ao P 0 � O I 11110 U SECOND +41" high wall 1 OW " o 11 ° q BEDROOM i KITCHEN 1 ° - - v-O" A.F.F. 8'-O" to 9'-8" A.F.F., a Flat Ceding 1 © qV Vaulted Ceiling m Upper cabinets to I O - I extend over Ref. I I I « I RED. NOX_* T ° O J H.B. ,ry if 0 ° v O Provide R-a Dieu Insdaeiaii � O W.H. N � THIRD © auto closer S o detail on this shoat ° BEDROOM , W OFla r 22' x 54" , « O r g 1 Ate Access Q� -$ 8'-O" A.F.F. ifi I - - L - - - - V-O" A.F.F. AiC Flat Ceiling : Flat Ceiling GARAGE O in if � Block well in O ° - ° ° " MT ° ° be " R-II Dens Inwidtisn Provide auto closer ° 2'-8" , ° _/garage to Q// struck block r+ 13' -O" 150 Amp L' _4 ° Panel EMERGENCY ° ° EGRESS i I I ii I I ° I GOLF CART' GARAGE i « 1 I « ° ® ® 2'-S' 9'-0. 2'-81 L'-4" 2,_8. q,_0„ 2,_8. Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 1'4,02�4 Under Roof Total = 2,484 sq. ft. R C # Scale : 1/2 = 1 -O Stuart FL 9k #AA 0000 2 S LuCle own y oil a D.R.B. .'7 I TCUL., I U7:71l""IgL. IX I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL S. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 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 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSi BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MiL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X4 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPORON BARRIER TERMITE TREATED. CLEAN MACHINE COMPACTED FILL 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BE FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5- LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF 1 2. CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 FBI OF NO.2 SOUTHERN PINE. UNLESS NOTED OTHERWISE. 7 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 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 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 #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 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 40, 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" SCALE: 1/4" = I'-O" FOOTING SCHEDULE Mark sirs Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 146D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" x 30" x 14"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 0'-0" 6 12"W X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous OW #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade N C _ auE_ Ili 14"w x 14"d concrete monolithic Footing with (2) #5 bars cant. :F I 14" TYPICAL FOOTING DETAIL SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6"xC' #10/10 WWM on 10 mil Vrsqueen over clean compacted termite treated fill #5 bar cunt. 10" (2) #5 bars cant. bottom steel IZ" r1"T A 11 A T ." r A n A r 1— !+T1—f•1 �"\/�n111 12" x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer It. below finished floor_ SCALE 1/2" = 1'-0 Verify house slab height in field #5 bar Vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ ---.,30"x30"xI6" concrete column footing with (4) #5 bars each wag SCALE 1/21, = SCALE 1/2" = i'—O" 4" concrete slab with fibermesh OR 0XV #10/10 WWM on 10 mil Visqueen over clean compacted/termite treated fill x Hood concrete monolithic rig with (2) #5 bars cont. 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill i #5 bar cont. it 10° (2) #5 bara cont. bottom steel 12„ j� DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic pipin penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PS( #5 From Footing See Floor Plan For Location g To Tie Beam Double Filled Cell Column NTS Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS r----1---- i I I Fi I 24° ° rJ I Thicken footing to ° 24"w x 14"d x 24"L I ° under filled cell ° a is IM I under girder bearing. I ° v ou 1d I ° I I °I 0 I H.B. A/C 12" x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above — ---o r ° _ fi° F- — Filled cell under r girder above Rear Porch Slab to O - be poured separatelg 111 -� I from House Slab. O o I � I 1� I Rear Patio/Slab to be flush with bottom of sliding door recess. ° Slope I" I ° I r- II t- FI ' Ii i IF I ° I I \ 4" concrete slab with fibermesh OR I ° 4 x6 910/10 WWM on 6 mil Visqueen over U clean compacted termite treated fill I ' m m „ I wd o I DRYER ASHER I ° I to I' I II I' I I` I r- FI I I I v I I ° 1 DW I I m i I I I U I ° FI \ 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I I MICROWAVE I NON -VENT $OPENINGR Q a0FOD I ° H.B. I II -- v ---- -- I 1 4"40 Steel Ballard ° See detail on this sheet w.H. F\>* > I I I I li°; I I I I L a�� I I I W I I II a I I FI I I J F5 I L— F6------ r---- — ° ° I I r— �zz if — — — — — LU I O � 4 Step I I° I I° I N I ir- I I F5 31 ;- 3'-O I I I ro-4° Q I I I 1.5" Recess for ° ° ° — — a ° ° ° 1.5" Recess for ° ° O arage Door ;s arage Door 2'-8" 9'-0" 6'-4" I _ Z,_8„ q,-0„ 2'-8„ Braden i Braden AIIA. PA I� nne 13urldrn Cor Archrtects — Planmr"s 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenaiaecomcast.net p- THE WINDSC Sppanish Lakes St. Lucie County Florida Date Drawn Revisions : REAR Drawn S-23-18 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. RIGHT Checked bg: D.R.B. C4 Sheet Comm # 3 15-15gE3 impact OF 5 °T' it LIN �W#�, ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws basipid on pressure for roof stated in permit info box on these pans for zone 3 Ke Area Ede Field Fastener x. Pre s ro Zone b" 6" 8d ring shank 45 psf Zone 2 6" 8d ring shank 16 par Zone 3 8d ring shank 84 pat iLj ** Zone 3a L" 6" #8 wood screw 112.5 pat ** Use nails or s news based on pres ure for roof stated in permit info �ox on these plans or zone 3 Concrete / Lintel Column Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. ti Provide #5 bar set in pre -cast ROOF FLAN Scale : 1/2" = 1'-0" bntal into beam where length of the opening calls for it - O h t 1' — O" 1 t h t d t h h t �_ ._ Provide Cast -Crete = - - - - - _ - SUS-OB/OT precast --- - - --- -- - lintel set in mortar r; Min. e' Bearing --- Verify with Plan 12"x 12" II Column Block No Reber Reber 48 Bar IDia. Min. Overlap to Lintel Attachment a PT Buck ed to hllsd c 4" Pre -cast SIN t ver wings a un ass . o erwtse no a on 1s 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 to construction for layout and uplift verification Poured Pilled Call _ Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction i #5 bars with min. 48 bar ra overlap in filled cell. Tie ell sled into continuous steel. ,,..: r , ::.'.: .:.:; : r r'• .;.; . Concrete Footing 'L:-:"_ (we footer schedule For exact aura) DETAIL AT WINDOW OPENING iN Scale: 1/2" = 1'-0" CBS WALL SINGLE PLY REAR GIRDER TRUSS Lei' b�„p to th 140d x LS mob at 4' or - Install saspsan MOT into sari well 5/6" die threaded rod set wei. 12' beam a into set d (22) N� made into tress TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING PC NTS 1/8" thick light textured stucco installed per ASTM C 921 over ASTM D type 2 paper backed were lath Haled 2 feltsubstrate through one layer of BEAM SCHEDULE ASTM D Tgpe 2 Pelt paper using ed Hale. Substrata to be 19/3Z CDX Plgwood nailed at G' c.c. in Field and edges with IOd ring shank nails into studs. Mark Size and Descrl tlOn GuIP Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 Two raw of beam block filled with concrete and 1 #5 bar 2L�a. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" Bl continuous in each row. Hook vert. bar over top bar with w screws with self sealing washer at 12' o.c. max "ermg over ASTM D #5 90° bend bar with a 10' min. la at t bar. (type 2) 30 lb felt underlayment installed with min. 4 side laps and V and p op laps fastened with corrosion resistant tin caps and with 1.25' ring shank pads spaced 6" o.c. at all la a and two staggered rows 12' o.c. in field. Attach deck to trusses using ate ment detail on this sheet Adddiona] recast Lintal r N " " #5 bars = Lintel Bar Clear ,4 B ccEAR Length Length Span Bare Bars r �ii"wi iCs ,; i i 2'-10" 2'-8" -6" 2,43 none Al t____a 3'-6" 3'-4" 2'-2" 2.43 none ere-Oenr ere -Nam era-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,#3 none .-: #5 ban CLEAN`.,J;`•.� " ,,`;;M� 4'-6" 4'-4" 3'-2" 2,#3 none no Row of H �.; t,ysf Block Above ;.a; f. 5'-4" 5'-2" 4'-O" 2,93 none f •; ,?; :• 5'-10" 5'-8" none ,t Precast Lintel :` z f:{ 1 i + 6'-6" 6'-41, 5'-4" 2,#4 none n Additions i #5 bars i ----r-0" ('-2" 2,46 none k-N3/IT BFIL-I5/2T-10" T-O" 2,#5 none NOTES: I. min. coverage of stee1=1.5° 2, min. bearing required a ea. end=8" ALL reinforcing steel is grade 60. 3. standard for remf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window oor uor nit Widt Lmtel Sire Cast -Crete 8 " "ow Black q Botsew Steel 8we Tap Steel S� Max oad� (PLr) Mac I� Lie) Max. Lo� (PLr) L22 2'-2' V-V 0111e-01SAT 1 #6 300 1510 W24 L31 X---G99; 3'-I' 4'-0' B/I SP8-OT 1 #6 2661 a" 1" L45 4'-5' S'-10' Glef /1T I s5 NOS 101 $31 L50 5'-O' 6'-6' Br8-011B/IT 1 86 1238 836 121 L60 C-8' T-6' 81158-01SAT I s5 Io5 121 04 Leo V-O" 'r-4' Bliss 2T 1 0 2 85 152 511 SO L10 1'-O' I0'-6' 0138-I0/2T 1 #6 2 #5 643 530 401 L10B T-OR 10'-6' 8111111IL-IB/2T ONE 1 #9 2 s5 533 us 401 LI00 10'-O' ll'-4' ereiAl I #5 2 #5 582 4" 452 LI006 loll II'-4" BF16-I6/2T ONE I ii6 1 2 #6 13LL 1028 40 L120 IT-Oo 19'-4' BlIa 2T 1 #5 2 $6 1 428 324 L1205 I1'-O" IV-4' er16-IB/2T ONE 1 85 2 #6 1" no 324 L140 W-08 151-4' er16-IB/2T ONE I #5 2 i5 1250 601 251 1160 IL'-O' IT-4' E1113/2T I its 2 #5 300 M2 M4 LILOB W-O' IT-4' BF16-I5/2T ONE 1 its 2 #6 190 50o 114 - 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 a ual hurricane anchor at each rues with (10) IOd x 11/2' na s - ( 24" o.c.) supporting Max. 181OIl upldt Aluminum Drip Edge il Fascia 12" 2' x V Kalican full o vent vinyl soffit installed ue 1/8' dia shank x 1.5' roofing role with 3/8, de. heed pro•. product approval — sn chart sheet #I 12' x 12' concrete column block filled with concrete and (2) #i ban vert. in into lintel* above thicken edge to a"x8' with concrete and one #5 bar continuous BEYOND Tip of looter IL below finished floor 12 4 1/2" T Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd at each web on 3/8' hil With ntal and vertiwi wood e sta iws to provide 4' penetration into ►ranMond aaei en"Mlr91" n 5/8" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vert. w/ SO" overlap at each filled cell Rear Patio/Slab to be flush with bottom or sliding door recess. Step per foundation plan - Slope per foundation plan ' .:IIIIIIIIIIIIIIIIIIIIIII T Wood Base IIIIIIIIIIIIII IIII Ilia bical Sepction EEO a a � X .c OQ N m H R a. a 20 ° a N 10 40 ° 1- Will Z11.431 ip W C ' ro4 Nti N Brace Gable end with 2' x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOk male at each truss RE -ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL if shop drawings by manufacturer ) \R-30 blown fiber leas in bottom chord o� trusses -1/2" drywall with smooth finish Two rows of beam block Pilled with concrete _and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (l) 45 bar cost. for bottom raw over openings 1/2" drywall over I" x Purringg strips at 14' o.c. with R4.1 Frfal insulation on tgpical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type 'l oltTg proportioned pper FBC R60�.1 and Mortar Santa shall coinpt with FBC RGD1.2.1. Provide Dur-O-Rock at all wet areas (ex. shavers, 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 Pibermesh OR ll #10/10 WWM on G mil Vequeen over clean compacted termite treated Pill at Front Fork Scale i/2" = I' -Ow H ul Simpson HETA 20 Strap truss to wall using Simpson MGT wit hurricane anchor at each truss 6/8 do. into beam threaded rod with min 12" embed either wet set or in epoxy with ( 24" o.c.) supporting 1810 lbs. uplift Max. HETA 20 (22) IOd ,truss leg nails into per detail truss. Add blocking to on the sheet IF =11 VAN FAA AVIA WAWA WAIV NJIll PIN I� WA M VANAA II MENFAmm='ANWANIIIIIIIIIIIIIIIIIIII EWA Ijffi WA W—A rAd W4 1 -Arm, A uPAiWAAM ,I Ia I III WA«II eIL A �1TA 20� Provide downspout Simpson HETA 20 Provide Par gutter hurricane anchor at each truss ( 24 o.c.) supporting Max. 1810 lbs. uplift CHETA 2O w � X a .+ X: Oa N ra jil l_ 1° a - a u ..:2 v 000 .0 E_ OD 2 n l�luj N U1 Q I i- Provide downspout 1 PANEL "A" Pals BR Lead Wire Desenpten o'd c"'c8 DewroUm Ore Lead BR Pales 1 20 1.2 ke $12 Refrgarater 1 ROW ii 12.0 ks SO 2 1 20 L2 ka $12 clothes Woshw S 1 20 L6 b $12 Kitchen S.A.C. 5 L Dr ar 810 SO ke SO 2 1 20 1.5 Its 812 Kitchen S.A.C. 'I a 1 20 812 Bathroom Recepts 9 10 Air Condepw 810 5.0 ke SO 2 — 1 20 1.2 ks 82 Dnlm esior 11 12 1 20 1.2 Its 8l Miereww 13 14 Am. Hand t10 5.0 ke So 2 1 I5 — 814 Geriwsl Lq&m is 16 1 15 — $14 Gwrrd lighting 11 la WH 810 6A ks 26 2 1 16 814 Generd Lightmq 19 20 — I is — $14 Gwwd Lem" 21 22 GDO 812 0.81 KIIJ 20 I 1 Is — 814 Goneral Lighting 23 24 Spec Spore 25 26 Span ## Spar. 21 1 28 Span Span 1 29 1 Sol Spare PANEL 'A" LOAD CALCULATION SHEET Load Description of . I Watts Total(Watts) Ganes aI .Llghtma l3 watts..,q; , ft;) .................... Small, Appliance, Circuitla>... ......... „,,,,,,, ,,,,,,,, Rangm.... ......... ......... .................. ......... Refrig�retor ....................... ...... ,Microwave ................... .. ,Dish . Washer ............................ ....................... �l4tho•..41.44h4f............................................... Clot hem. Dryer ................................................ .Water Heater ......., .Garage. Door.Opanaf.............................. ... 1135 3 6.206 2 ISOO 3,000 1 12,000 12,000 1 1200 I 00 1 1500 1,500 1 1,200 I 00 1 1200 1.200 1 5,000 5,000 1 4,500 4500 I 810 810 Total Watts 35AS First 10000 Watts 9100% 1 10.000 10 000 Remainder 25,A6 e40% I O 10 4L Electric Heat or A/C 10.000 *65% I 10.000 10.000 Calculated Load Watts 30 AFL Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps L 126.02 Panel Size Required = 180 A Electrical S mbol Legend s Singhw Pole Switch ® Recessed Can Light % j Double Pole Switch ® Eyeball Recessed e Push Button Switch Exhaust Fan sse Dolex Outlet Coking Mounted Light -� Special Receptacle ♦ Wall Mounted Light Waterproof ground fault circuit Light with Pull Chwin (attic) Floor Duplex Outlet o Computer Connection Jack ® Carbon Monoxide Detector 4& Flood Light T Thermostat m Electrical Panel Central Vac 8 Electrical Meter ® Simko Detector Ceding tan ® . Televraran Jack ® Telephone Jack a o'sc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Fkxeacent Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A PAN T� = THERMOSTAT LOCATION B/A = BALANCED AiR 124 CFM IOx10xL PORCH MASTER' BEDROOM 12x12x10 124 CPM B/A IO)doxL `-� 141 CFM IOxlOxl 141 CFM IOx1Ox1 six4x4 4 CFM REATI ROOM LOSETI I Vent thru Soffit -- -- 6o CPMy DRYER ASHER LAUNDRY I L>M 8 I ioxIoiM 771 MECHANICAL LAYOUT SCALE: 1/4" = I'-0" I—L—I-I FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd —� 2" PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve AMP MCB into attic15 PANEL AHU PANEL AHU 200a rated 200a rated meter can n meter can i1 Intersystem bonding 2" PVC f FPL Termination pant schedule 80 2' rigid service FPL ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction - Verily AIC/KIC Rating prior to ordering ELECTRIC NOTES: 2" PVC schedule r..ro+rw 2' rig 1 1 ground rods bonding Pont _ ALTERNATE SERVICE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction t - Verlfu AIC/KIC Rating boor to orderino ecumment EC IL CPM ax4x4 ill CFM 12xix'I ,SECOND BEDROOM THIRD BEDROOM IOrl IOOxi 6 4 I FIT 150 Amp Panel GOLF CA4 GARAGE I I I I I I I I I. Use copper wire on[ g from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for less 20. All equipment and panel sizes shall be verified before 2. Provi a and wire all required smoke t Carbon of a period of not than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the Job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of detects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected bg others. 5. ALL exterior outlets to be WP/GFCI protected. other phase of Installation that may have been damaged. L. Recessed cans to be Installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22• All racewaga and pipes placed in or through any concrete 1. Tamper rewatant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. 9. A/C Return Air Balance Must comp)g w/ FBC RMlt02 A(C R fri the requirements necessary for the equipment to be placed in t lines that are run thru slabs must be �� proper working order. 23. All exposed wire below 9'-I" shall be Installed in metal EMT xp sleeve in conduit 10. ALL A/C Equipment shall comply with energy calculation IZ. All work shall be done in accordance with the N.E.C. and II. All work shall be performed b e licensed electrical shall comply with all local codes and ordinances, and shall 24. D�r__gger Vents to be installed per p y meet all standard requirements of the local electric utility FSC RM1502 contractor, the completed stem shall be full operative. and telephone company. 12. Contractor shall pay for all sea. permits, teeing and inspections including blower testing where required. 18. The electrical agatem shall be completely and effectively 13. Alt work shall be coordinated with other trades to avoid grounded as required bg the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for protection 19. All material shtdl be new and shall bear underwriters' agmnat the bublic habihtu and brobertu damaee war the labels where anblicable- DiNING ROOM — — — — — — PAD eAi I 1 ° DW I I �I I IIOWOxL Ma KITCH�N 20x2O MICROaAVE �R Al T 3e RCLEAR NON -VENT I N OPENING L — — — — J sr' — — I Ka C I I 4'40 Steel Ballard Site detail on this -;we- et ul I�DI I AticA6 I a I with light i= = L--- GARAGE r----------------- i I I I I I I I I I I I I 3 TON SEE MANUAL 'J' and Energy Calculation for Unit into Install oulat under disc.--'� not shown for clarity to MASTER BEDROOM :40T INCLUDED ON THIS PERMIT �' PORCH\� WP GFCI \ -- I CID u I I € I I I I I GREAT ROOM ®I /I � I � / I / I DINING ROOM ' I � I I �\ FCI I 4FC C.M. Detector I on[ per FBC I I R 4.3 tTC HEM I I 11 Q II L I 3�ENINGR — Q — i — 4_ — GFCI GFCI V­` III/ FCI THIRD S W.H. � 4"411 Steal Ballard See detail on this sheet 110, r -I-tx xa 6on4.. I m? I L L -_ / I\\ LOCATION PANEL Emm= FCI GFCI \\\ A R A E 150 Amp dinner \ \ jjj Panel GFcl LL imw o \ GFci r-------- is ------- Garage / Garage I Door I / I Door I Opener Opener GOLF CART, / GARAGE GFcI I I GFCI to garage lights I I 01 �$ S I nn � CI t-'i • iN7 IL hm �T SECOND BEDROOM, ! 1 ELECTRICAL FLAN Past Light with o SCALE: I/`f" = I'-O" Photo Cell C ter P t L Attic Ventina Calculations Total Attic Space = 2101 sq. ft. C 2309. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit en oa Ight between dmreways Wire For Front Post Light Braden 4 Braden AAA PA e ', � Anne Building Corp. Date Drawn : Revisions sheet Comm u Architects -Planners REAR 3-28-18 5-23—I8 Garage floor slope and 1 t 411 Tel : S.E. Coconut Avenue (112) 281-8258 I I E T[EFax W i N D S Q R PORCH Drawn big: smoke detector _ l— I : (112) 281-8283 Spanish Laken ( R( H T c.c.u. Checked by: Impact E—mail: Stuart. FL bradenala®comcast.net 349°I6 #AAC000032 . Lucie County Florida D.R.B. �i =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRU55E5 ARE TO BE 5ET AT 2'-0: ON CENTER EXCEPT A5 NOTED - MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A& DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Spanor less 30' to 60' Span \,6q degrees Spreader Bar er less J _:ne spcn Gpprox. i'°O 1/2 of Span REFER TO BCSI REFER TO BCSI 'runs must be set t'+Is way If crane used. Truss must be set this way if Crane used. '.uss Is o" example, your truss moy rot match. This is on example, truss may not match. -s'st crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A A I F=R F 1 A IV � I IE- FZ_ N O T E UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. Nails must be as shown. Guide tabs o Dome angle nails. SEAT PLATES BY CHAMBERS =� n pal E�.LXa Sir _ LT _ CORNER DETAIL OVERHANGS NOT SHOWN FOR CIARITw �! SE upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL J - TRUSSES FOR THEFIRST RS MODEL MOULD BE SHIPPE D AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT. FOR TEAT MODEL._ _--- ARRANGE WITH CRANE OPERATOR IN ADVANCE FORA SPREADER BAR OF 18' - 24' IN LENGTH �A , FABRICATION AGREEMENT The IepeEdescAriNptlon7of the pAro TED UNTIL T trusses EE ENT I lSIGNED d RETURNED A& Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers Lwhere iha undersigned ecknovladges and agrees: �+ 1: Trusses will be m� a In sblct eccordanoe with (hie truss placament diagram layout, 15'-3" 19'-9" 19'-9" 15'-3" I C L 21.1ul d mtheenslons In tMs layoO'dutthave b en vadAed by the undersigthe n dN'999a. days of less delWarydthe u denen notice llgned agues that'no backlclhao Chasmban Trees within ten (10) 1 Y/a BHA A 1 I 1 1 r I 3 1 I I 1 1 I r l INVERTED "V" WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) o - such written notice Is furnished Chambers Truss shall i;110 hne (3) busslJJlneas days the event to begin repairs required, or to sub$'Me other trusses, at Chambare opflrsn, ys m which 4. The undersigned acknowledges receipt of -BCSI 1-03' summary sheer by, 8 WTClu — 5. Delivery Is to Job afte. It Is the buyer'e'responelblltty to make the Job stte suitable for delivery. Chambers Truss has the tole UA(114 to let=lt the sultabllky o} the job she of a potion ofttie )ob aka for delHery, Chambers Truss will be responalCle for dump delivery only. IThe buyer Is respondble for eddlUonal delivsry expenses if Chemben Truss has to redeliver becauw Job site Is not prepared for d.e.1 or buyer Is not preperetl for delivery of trusses. Buyer le responalble to Chemben Truss for towing coats due to eke conditions. 6. Price as shown iq paragraph 7 below Is subJed to changed any changes ere, made In this layout A $50 per hour fee for revisions may be charged by .7. 1hb Is a PURCHASE ORDER to Chambers.Truss oChambers Truss. f the sum agreed to, or d np. agreement a reasonable price. Invoice will be made on delivery and paid within terms of not on delivery. Invoice may be made at scheduled date of delivery If buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers.Truse reasonable adomeya fee for collections In event of payment not Limey made. 1-12 % per month servile, charge wlR be added for all sums not paid within terms. S. Signature or Initials anywhers on this sheet constitutes agreement to all terms herein. P. In consideration of Chambers Truss extending credit 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 agrees to pay such Indebtedness Including attorneys real, If default In payment for material be made by the reclplant. 10. In the event of any litigation conceming this agreement, the Rams furnished hereunder or payments referred to herein, the, parties agree that the sole venue for any such action will be Saint bode County. Florida. 11. Design responsibilities are per "National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSIRPUWTCA 4 - 201 DATED SIGNED ~� FOF�_ TITLE , Aspreaderbarmaybe reyt{ted Per "BCSI I -Or iD proverdk*xy&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 mustbesetandbracodpeidesign4rprev Ithiluridamage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any othe► coYicentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue FortPlerce; Florida 34982.6423 800-551-5932 Fort Pierce 772-465-2012 Fax ' 771465-8711 Vero Beach 772-569-2012 Stuart 772-2863302 ' sal-1. a1._. rnYAso0CoCTOI ISS CAM , The Architect's or Architect' shop drawing s representative's approval Is NOT a "double check" of the contract The contractoor. r shall remain responsible for checking field measurements and other construction criteria approval covers . Architect's review of general roof shape truss strapping and loading on structure from gravit their re y and uplift loads and dive locatlo S. Approved By: Date: Braden 0— ETaCen A.!7A. P.A. 92-0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASIDE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake w Loading in PSF Roof R.D.L. o Top Chord Live 20 Top Chord Dead 7 4.2 w Bottom Chord Live 10 Non -Concurrent 1 'o Bottom Chord Dead 10 3 m 0 a TOTAL Load 37 7.2 w y Duration Factor 1.25 Wind Speed 165mph 0 Top Chord C.B. Sheeting by builder. o Bottom Chord C.B. Sheeting by builder. N F J Highest Mean Height 15'-0" v Building Type ENCLOSED Building Category ►I:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 K.U.L =Restraining Dead Load C.B.=Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildina Desi ner and/or Engineer of Record. Chambers Truss Inc. Drawing Name: Ml1392 WScale: 1 /4 = 1' 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:10/07/15 Revised:03/21/18 14'-4" 1 6' 4" 1 14' 4e 1 1 1 i 1 � FOR upset=1/4" heel=315/16" INDICATES LOAD BEARING — —� _sis six 1. �'—�v—�,.— 14 4" -- 6-4" -- -- 14�" --� WYNNE BUILDING CORP. PLUMB CUT END REQUIRED BY TRUSSES �� CLOUZSED AREAS ARE OF ` < DESCRIPTION: �loSOS SUPPLIED BY BUILDER PORCH RIGHT , PORCH LEFT '2x4TopChord ATAHEIGHTOFV-o" SPECIAL CONCERN & MUST BE WALL HEIGHTS' ABOVE FINISHED FLOOR f CHECKED CAREFULLY &MAY � � 71 CARLTON 3BED REAR PORCH END DETAIL : TYPICAL VAULT I INDICATE DEVIATION FROM s"" PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE LANs 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 a a Coo PILE COPY 12 4.00 12 8. 200 Y _ i� MMM61l%�� l% / .i�/.iN�i� II //,Ii„z/.ii„ li,,,li„��ii/�//fAI Mimiti®i®i �®I®I®I�\\\`�IIIIIIIIIII�.I��I�IIII!�III�I®I® \\\\I`XIMM \\\\i XIMN 10MV 1S0=0I"�i \\�I\\I\�\\�II\\\\`I`x0a VWX\\ IX=i \\\♦II\\\\i � II` ♦ DONE RN INN Bill all Nw, 101111 �© Lim 118 1� ••• ' " �- N0 � • —�_�� :•TON HIP IN ,— yam` \\"u\\`\I`\\\I \`\\ \\\\1`\\\01KIN,WINN AXIOM r\\\I\\\�i�A\\`I ♦1\�\\\l �I®I®I1I111I1ItI®I.Itltltl�ltltl�l®I