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HomeMy WebLinkAboutBUILDING SITE PLANSFILE COPY Gulf Coast Supply and MFG 5v Cnmp Metol roofing FL #11651.12 2L 5v Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 ga. erimb metal roofing attached to plgwood deck using #9 x 1.5" 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L" and ftgpe 2) 30 lb Pelt underlagment installed with min. 4 side laps and 6" and spa fastened with corrosion resistant tin caps and with I. " ring shank nails laps fastened with corrosion resistant tin ceps and with 1.25" ring shank nods • aced 6 o.c. at all laps and two staggered rows 12 o.c. held. Attach deck spaced L c.c. at all laps and two staggered rows 12 o.c. in field. Attach m o to trusses using attachment detail on this sheet deck to trusses using attachment detail on this sheet Z £ oW 5 m 5/8" thick light textured Y 3 itucco on typical concrete 12 Z m block construction SLOPE 4 Q =0 12 SLOPE Z ° N 1: �U CD a0 1 � 11 � I � � � L � � � M04 ZZ I H 11 I I I — __�L_ u33 aW .. ... r 2" O.H. 8'—I" BE I J rWi .w.. LLJ Z W ��LogQ. F- COVERED .� PORCH 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with / 5/8" thick cut coral finished stucco bands RIGHT ELEVATION SCALE: 1/4' - 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 24 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 aide laps and L" end laps fastened with corrosion resistant tin cap& and with 1.25' ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE , 0'-0" = Finished Floor 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION 5/8" thick x 8"w cut coral finished stucco bands 2" x 4" top plate I ' 1/2" drgwall ceiling on truss bottom cord I/2" drywall on " x 4" studs at 16" o.c. base —board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete dab with libermesh OR 6"x6" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non—Bearinq Partition s stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofingg FL #11451.12 24 go. 5v crimp metal roofing attached to plgwood 7eck 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 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c, at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 SLOPE, FRONT ELEVATION 1/8' Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb, felt using 8d nails. Substrate to be l9/32" CDX PIgwood nailed at 0 o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4' - 1'-0' sup 3))n=2Z� 00 U U W 0 a: q W U a w �oLLo go gz �¢ c 3z= m w0W�0� UR R � W a ¢on ON U Z Zr m z�wa� 2U�'a'H w U _ a�wz� C, y�¢Cr a o j S C7 o a o� O Y y c Z 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 Bwlding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Belding_ Design is: Enclosed Risk Category.• II Wind Vsloctg: 165 mph ultimate Mean Roof Height- �l'—� Roof Pitch: 4:12 Internal Pressure Coefficient-. tD.l@_ Subjectabiktg to damage from: Weathering: Negligible Termites: Verg Heavu Width of Roof End Zone: 3'-40 Wind Speed: IL5 mph ultimate Adnenturo Ci torcat�Lion: C I.21 x 0.6 m 0,126 Adjustment xposure Height: AQJesi n Load Combm ition: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6 LL A L Components i Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Rod Zone: 2. +20.6/-51.0 psf Rod Zone: 3. +20.6/-64.0 pal Components is Cladding Wall End Zone Width: V-4' 44 gg55 3g Components li Cladding Wind Pressure (NET) Wall Z�: 5.+35.6%-4'Sf.1 par Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pal Shear Walls Conaidered for Structure? 11 Continuous Load Path Provided? Yaa Are Components an Cladding Deters Provided? Yes Min mms Sal Bearing Pressures 2-900 en PresinnJive: X Bu Test: eat ROOF LIVE LOAD: $l_ pal ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD:4_ bsl FLOOR DEAD LOAD:1_ bet JOB ADDRESS: U`- ' a Arm SCANNED BY Lucie County Roof Zone I Walls Zone 4 ED_ Roof Zone 2 Wags Zone 5 END ZONE Corner Zones Rod Zone 3 FLAN I Raeaaa top plate L'w x 3/8"d Counter top - Verify type 'FLOOR I f--'l I� 4" for ateeI support engk with contractor CRASH POST DETAIL "aa detail an this ahead TYPICAL NOTES: SCALE 1/4" = I'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter proceeding with Work. steel crash post. Floor Steel eountartop support angle P 9 Flange with 4 - 3/8" Install 6' from each and and Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into one in center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab 150 ks1 steel plate) we angle detail a minimum 1,400 P.S.1. fiber stress. 6. at It'so.�°Od etude4. No dissimilar metals to touch. 1/2 drywall S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2h" 2�1" 2' x s' PT wood plate ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to b �2 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord 's/a" 0 2" KITCHEN ISLAND FRAMING DETAIL of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. `✓ 2 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9• ALL plumbing fixtures to be low flow. 10. Contractor to Provide 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 by Governing Building Department 2%" s'rz" surveyor to set in field. �" �" 13. Separation between residence and garage shall be per FBC R302.6 L" 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, Cli C931 Coll C1002, C1041,0111, C1118, C1218 C1395, or C1394 and shall be installed according to the following: IR102.3.55 Drywall FrallIng Max spacing Thickness Location Orientation Mem or fasteners ezln flans for g options of of drywall into Nails Screws Maximum woad Pramng members 2" x min. thickness Ceiling Perpendicular 24" 'I" 12" 1311 1 3/8" long with 19/L4" head 0.098" diameter x 1 1/4' tong „ %2 annular -ringed or 5d cooler nail OR 0.080' dia. xx 1 5/8, long With walla Either 16• g^ IL' Direction 19/44' head OR Car peum board nail 0.08L' dia. z 5/8' with 9/32' head Ceiling Perpendicular 24' 1' 12' 13ga I II long with 191L4' head 0.098' diameter x 1 3/8' long annular -ringed or 6d coder nail e 0.092' dia. xR 1 1/84 long with Walls Either IL' g• 1L• Direction 1/4" head OR Gyypsum board nail 0.0915, dia. x 1 1/8' with 19/1.4' head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed 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 with ASTM E 84. Insulation Shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #111,51.12 24 go. 5v crimp metal roofing attached to plywood neck using #41 x 1.5" woo u7 screws with self sealing washer at 12" o.e. max !pacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4 side laps and V end laps fastened with corrosionresistant tin caps and with 1.25" ring shank nails a aced L" o,c. at all lapa and two etaggore d rows 12' o.c. in field. Attach dpeck to trusses using attachment detail on this sheet i\_r Writ 12 I \\\ BATH R 2 I \•\ I� �• IiAvi KITCHEN " I ytV-4 1 \ \ y �' � 1 r Al I 3 2- LAUNDRY I 1 I I 1 1 2'1 I I I yi 2I i 2" ' V 2' 2 "" 3" sNeai 1 3 eci 22" sti 2' g� 3' BATH $2 3" SANITARY RISER its Window Schedule Mark Size Rough OpIen. Window Description PRESSURE ZONE 1. 4'-5Ye"x 4'-1, %a" 54Ye"x 54Ye' Single Hung ZONE 4 2 V-2 Ye"x li %a" 15' x 1.3 %4" ar4w Hum ZONE 4 3. 2'-2' x V-2%" 21%"x 311 Single Hang ZONE 4 4. V-I" x 5'-3ra" 38' x 63'4" 1 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 operand dimensions to be verified by contractor with manufacturer a specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0' 108' x 84' Overhead Garage Door ZONE 4 B V-O' X L'-8' i x ei lorberdamia Panel - I ZONE 4 C L'-O' X 6'-8' 14' x 81 l ding Glow Door ZONE 4 D 2'-0' X V-e" Solid Core - Wood - L-Panel-BrPahl Finished 24' x li Lee 21 X V-8' Solid Care - Wood - L-Penal P 51-0' X 6'-8" Solid Cora - Wood - L-Panel - BillPold G 7-8' x V-8" x I Solid Core Wood. Steel, or Mosonite Door H 2'-8' X V-8' Solid Care - Wood - L-Panel 2'-6' X V-8" Solid Care - Wood - L-Panel - Bi-Pold 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 by contractor with manufacturer s specs prior to construction in permit info AND SHALL ON SHEET #1 Attach buck to block mall with 1/4' dia. Elea cone screws with on. 1 1/4' penetration at 12' o.c. max and 4" max from each corner thru rx� Peas 2' x 6' PT Buck X"mv aria. #8 Wood screws thru ,laeb Into book Detail it each fine@ and 15' a c. max and at Door aria to dear attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER, AND SILL BLOCK PRIOR TO BUCK O INSTALLATION i Instal wiiodows thru buck Note block with 3/I4' tap -can with 1 1/2' penetration at L' a.e. wal free sash corner and 20.' oc. msx thereat r t M x. and 20" o.e. ma � per Exterior face at head all product approval of mall Bach to be r x 4' PT Varies i'x4' P.T. Buck nailed to Detail lock with case hardened nail* at Windows prior to window attachment NTS 12" -7 y1„ ,'_1 y2„ 2 IILQJI EGRESS 13'-11" MASTER BEDROOM 8'-O" A.F.F. 12" x 12' Concrete column �` block filled with concrete and (2) #1 bars vert. tied Into lintels above Filled cell under PORCH r -girder above WIRE LATH t STUCCO CEILING 19'-9" N r rN 41V Flat Ceiling 1 " I ° - M ° n I Vanity to be O I 4 yz"high 1 �./ ° Jk Rod E Shalt tol9'-B" A.F.F. T Vaulted Ceiling 0 IN ° �v GREAT' ROOM LOS Tlo H.B. if 1..1 - di IM cr Eu ° Rod 1 Shelf N - 2 w �„ I I ° 3 -4 � 32" DRYER AbHER I D in X I 9' S" LAUNDRY a I ^ 11 1 V H iv Aha'-1 to T-8" A.F.F. O :r- Vaulted Cling 0 1 DINING T VarntOto he 34 Y,'f high ( R O O M - 18" 42" I I ,, T counter tope to 3/8' thick steel ° ;r overhang wall 1.5" 1 ter top supports n er tope toer ang wall 1.5"Nil All gall* o U +41" high w SECOND ° q BEDROOM KITCHEN I I ° A.F.F. FF 1 Flat Ceiling I Vaulteld Ceiling io O O Upper - cabinets to I extend over Ref. ( NONAV Y MIT I = 12'-8" 4' �}" ae• cI enR OPCNING L J ° H.B. - urn - - - a- v . G R-n Bsea Insulation Provide ,�4� w.H. auto THIRD © closer 4"g Steel Ballard See detail on this short ° BEDROOM OFF#W G I Attie xA Seals# ° O 13 1 I Q' -t� tit_ = 8'-O" A.F.F. i41 I k _ _ _ ° IV Flat Ceiling AIII A.F.F. A/C c Flat Ceilingin Simpson HETA 20 or equal \ \ / # 1 ° _ 41 I ' G ' ` R A GI hurrrcan pne or at ach truss 12 Masonry Beam 12'-8" io" 4 x witfi tlOg IOe x I I/� nails PRE-ENGINEERED TRUSSES I" x i' P.T. Buck nailed toal _X ( 24' o.c.) &uppportmg Max 4 at 24"o.c. TYPICAL block with cane hardened nods Verlfg attachment O ° 18101be. upldt (shop drawings by manufacturer) prior to door attachman hole location with GC Block wall in O Install SGD thru buck into prior to fabrication - ° ° ° MT ° ° garage to be .1 block with 3/14" tap -con with 3/8" thick 6:: ° °° / struc�t block N "'..; r:' 1 1/2' penetration at L" o.e. max steel bracket R-II eases 1,,dnL n Provide auto 2, from each corner and 20." o.c. max closer 6'-4' ° Aluminum Drip R-30 blown fiberglass ^ ' `- thereafter at head per product approval Edge E Fascia in bottom chord of trusses e't, ; ` 150 Amp Panel ';` EMERGENCY ° mama: ...:. .. 3,: EGRESS ' I/2' drywall with smooth finish ^ r----------------- r-------------• ---1 ° 2" x 6" Sub -Fascia Two rows of beam block filled With concrete N 0 0 and (I) #5 bar cunt. in each row. Substitute Use 3/16 tap -con with COUNTER TOP BRACKET DETAIL I I/2" penetration at G" o.c. max. I I I I Ke can full o vent vin I adfit Installed pretest lintel filled with concrete and (1) #5 from each corner and 20" o.c. max p I I I I wenp 1/11' is shank x i'.5" long goly. bar cost. for bottom row over openings nails with 3/8" dia. head per thereafter at all per product approval roaring product approval -sae chart sheet #1 1/2" drywall over I" x furring GOLF C A R TI I I strips at IL" o,c. with R4.1 Pi-fol IN x V P.T. Buck nailed to i I insulation on typical 8" Block Wells block with case hardened nails o- I GARAGE I 1 I a 5/8" thick light textured = All drgwall to be installed per FSC R102.3.1 Head prior to door attachment 1 1 13'-0" 1 j stucco on typical concrete T and shall meet all pertaining ASTM codes. I I I I in block construction ro Mortar to be Type M oilg proportioned per FBC R401.I and Mortar Jonts shall comply with FBC R401.2.1. ° ° Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) fixed door #5 bar vert w/qq sllding door "' ' =' rA 30" overlap Fill call with concrete and ,':; ; ' ?;" 2'-8" 9'-O" I 2'-8" L'-4" 2'-e" 9'-0" 2'-8" at each filled call (l) #5 bar Vert. (typical). r, masomill Wall Grade TYPICA ax. sppacing shall not exceed 48" unless otherwise noted '' : `` 1 1/2^ Wood Base see foundation plan notes for spacing o ens s p g at p � re +.•�=� BuittomTrecr Typical Flooring - 4" concrete slab with fibermal OR L"xL" #10/10 WWM on L mil Vmqueen over Sill Install SGD thru buck into r clean compacted termite treated fill Sliding Door block with 3/16tap-con with 1 1/2' penetration at G" o.c. max Detail - rfrom each corner and 20." o.c. max i he as fter at Jambs per product approvalJamb ,4t Masonry Wall NTS 111111111 IIII IIII I III III Braden t Braden AIA, PA Winne Building Corp. =IIII III Architects - Planners -III tl 14 x 14" Concrete tooting with (2) #5 bars cant. and #5 411 S.E. Coconut Avenue T III (� O transverse bars at 48" o.c. Tel : (112) 281-8258 w L S E C T I O >� Fax : (112) 2 ®1-8283 Spanish Lakes Scale : 1/2" = I'-O" E-marl: bradenaiii comcast. net St, Lucie County Florida Stuart FL 34996 #AAC0000 2 0 I i • 35'-O" Square Footage Breakdown Total A/C Space No: 1,153 eq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = I�f,024 Under Roof Total = 2,484 aq. ft. Date Drawn Revisions : Sheet Comm # REAR 3-28-18 5-23-18 Garage floor slope and smoke detector revision PORCH Drawn bg: 2. 15-159B RIGHT C.C.u. Checked by: impact D.R.B. OF 5 .7 I U I U N l-i L. I X V I Q .7 : 1. 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/ G 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/ GX4 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" MiN(MUM. 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. 7. 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, 11 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MiNIMUM Fb OF ILOO PSI IS. ALL STANDARD LUMBER SHALL BE SYP WiTH A MINIMUM Fb OF 1000 PSi OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. ,Any changes to plans must be submitted to the architect SCALE: 1/4" = I'-O" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 pef. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings urpj� to 5`-11" wide. Provide (2) filled cells on each side of openings from 6'—V" to 9'-II" and Provide (3) filled cells on each side of openings from 10 -0 and up Contractor to see plans forany other condition used. Foundation walls shall have filled cells at 24fs o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap ECTIONS AL with concrete and 4" concrete slab with frbermesh OR at each filled cell one #5 bar continuous VxV #10/10 WWM on 10 mil Visqueen over 11r\ clean compacted termite treated fill FOOTING SCHEDULE Mark 8me Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 120W X 14"D MONOLITHIC FOOTING - d" STEP DETAIL ON THIS SHEET 30' x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8'W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®140Wx With With 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0- L 12"W X 18"D MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR Cx&" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill Ji 14"w x 14"d concrete monolithic footing with (2) #5 bars cant. 14" TYPICAL FOOTING DETAIL i;rAl G 1/7" = I'-f)" 4" concrete slab with frbermesh OR 6"xC' #10/10 WWM on 10 mil Vrsqueen over clean compacted termite treated fill #5 bar cunt. , 10" (2) #5 bars cunt. bottom steel 12" / r1CT A II A -r / If r A JIM A r 1- QT1-in t"N /'11I I k1 12' x 12' concrete column block filled with concrete and (2) #1 bars vart. tied into lintels above Top of foolier IL" below finished fiver - SCALE 1/2" = 1'-O" Verify house slab height in field 30" COLUMN FOOTING DETAIL PORCH SL #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ 0 141, EDGE DETAIL SCAT P 1/1" 4' concrete slab with Pibermesh OR L'XV #10/10 WWM on IO mil visqueen over clean compacted termite treated Pill 7;Y 1111_ III . 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. CURB DETAIL 4" concrete slab with frbermesh OR 4""" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 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 piprn penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x L" PT wood secured with \ 3/8"dia. x C' anchor bolt at 18" o.c. overhead door track secured to wood ,Iamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED �Tc� IN 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. FIII To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location r:?• r de t.�ti:4 •.. Double Filled Cell Column Single Filled Cell Column NTS NTS m v I H.B. A/C r--—— —— — —— I I i 1 FI I 24. ° I� I II J 1 N�I o I Thicken footing to 24"w x 14"d x 24"L I ° under filled cell ° I under girder bearing. I ° I L I I I I I IN — ) 1 12' x 12' concrete column block filled 35'-0' ith concrete and (2) #1 bars vert. tied Into lintels above 8'-10Y2" I 8'-10)2" I 10'-00 _ -- 0O O O F o I I Filled cell under r- girder above 1 Rear Porch Slab to O I be poured separateig 1!! from House Slab. O O 1 1 ellI k I --7------F1 ----� Rear Patio/Slab tc be flush with bottom of sliding door recess. Slope I" I I I I 4" concrete slab with Pibermesh OR 6"x6" #10/10 WWM on 4 mil Visqueen over clean compacted termite treated fill I o I DRYER ASHER I I I ° Q I T11 1° 1 LT I -i I Dw I 1-4 1 _I I o I \` 4" concrete slab with fibermesh OR I L"xL" #10/10 WWM on L mil Visqueen over 1 clean compacted termite treated fill I ° I IMFXz MICROWAVE 1 ° Sr • O 1 ° I w.H. 4"* Steel Ballard See detail on this ° 1 1 3:1 11 1 1 IL I 1 ID w 1 I F(. J Lr FI I 1 �I — g--------- °° ° a °i I r— m ---- —° N ° 1 Q 1 ' ° I O '4 Step W I 1 0 (L I I I ° - i Ni- i - o Q I I ® I ° ° ° 1.5" Recess for ° ° ° — — a ° ° ° I.5" Recess for ° 00 arage Door 1eGarage Door T-8" 9'-0. 2'-811 6'-4" I 2'-e" 9'-0" 2'-e" Braden i Sraden AlAt PA Wgnne Building Corp. Archftecta - Planners S.E. Coconut Avenue T. H E W i N D cJ. O �.? Telel (112) 281-8258 BFax _ Spanish Lakes : (112) 2 ®7-8283 E-marl: bradenara comcast. not St. Lucie Count Florida Stuwrt Pi.. %AggL SAeI^_[ eje3e)A2 0 Date Drawn Revisions : REAR 3-28-18 5-23-I8 Garage floor slope and Drawn bg: smoke detector revision PORCH c.c.u. RIGHT Checked bg: D.R.B. H.B. C4 Sheet 3 OF 5 Comm # 15-159B impact ROOF SHEETING ATTACHMENT DETAIL 1. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d on pressure for roof stated in permit info box on these pans for zone 3 Kau Area Ede Field Fastener r Max. Sur Zone 1 " 4 of 8d ring shank 45 par Zone 2 8d ringshank 'Ids Zone 3 Sd ring shank 84 psf ** Zone 3a L" 6" #8 wood screw 112.5 par ** Use nails or s news based on res ure for r of stated in permit Info �ox on these pl�ns or zone Concrete / Lintel Column leg Verify with Plan Reber 48 Sar Dia. Min. Overlap Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel v., Provide Cost -Crete =� BUG-OB/OT precast -- - lintel set in mortar Min. B' Bearing -- --- -- 12"x 12" dumn Block leebar to Lintel ,attachment BEAM SCHEDULE Mark Size and Descri tion Two rows of ba: block f I,lled with concrete and 1 #5 bar 81 continuous in each raw. oak Vert. bar over top bar witfi #5 90e bend bar witfi a O' min. lap at top bar. Me-OSAT OPe-m/IT ere-le/1 MIL-E3/IT ells-IB/2T NOTES: I. min. coverage of steeF-1.5" 2. min. bearing required a ea. end=8" 3. standard for reinf. steel—ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) Provide #5 bar set mpre-cant O O F FLAN Scale : 1/2" = i'—O" lintel into beam where length of the opening calls for it. - O r rr i n e PT Buck rd per jamb into filled ci 4" Pre -cast Sill verhangs at 1 —O unless otherwise noted on this sheet — 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 Q 77 to construction for layout and uplift verification red Filled cell _ Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide #5 bars with min. 48 bar iameters overlap m filled cell. Tie filled cell steel into continuous rooter steal. Concrete Footing "z lees factor schedule , for exact area DETAIL AT WINDOW OPENiNG iN CBS WALL Scale: I/2" = I'-o" SINGLE: PLY REAR GIRDER TRUSS Had 2' x 4' bloelunp to Vert. Wg of traws with IOd x 1.5 nails at 4' a e. I Simpson HOT mto way uweg die, threaded r sit .n l• wet be end IOd nals4mte tree TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS ' 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tgpa 2 felt paper using Bid nails. Substrate to be 19/3Z" CDX Plilwood nailed at As o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL MIL51.12 24 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 (tope 2) 30 Ib 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 Lintel Length Bar Length Clear Span "A" Fars "B" Bars 2'-10" 2'-8" 1'-6" 2,43 none V-6" 3'-4" 2'-2" 2.1*3 none 4'-0" 3'-10" T-8" 1 2.43 none 4'-6" 4'-4" 3'-2" 2,93 none 5'-4" 5'-2" 4'-0" 2,43 none 5'-10" 5'-81, 4'-6" 2,44 none 6'-6" 6'-4" none 11-6" 7'-0" 6'-2" 2A5 none 8'-4" T-10" T-O" 2,95 none ALL reinforcing steel is grade 60. LINTEL SCHEDULE Mark Window or Door• U I �at G�tete die He Black at" cite Leo., Sine Mot Mad (PLP) Max. Lead L22 2'-2' 31-C OF9-MAT 1 85 3041 E9N 1024 L31 J;J; 3'— 4'-0" i PS-OE/IT 1 95 2561 130 113 L45 I 4'-6" 1 5'-10" ere-OBAT I 1 $5 1106 109 339 L50 6'-O' t'-i• ere -MAT 1 s6 r23e e36 111 LAO C-e• T-V OPe-OB/IT 1 85 ton 121 534 L80 e'-O• 9'-4• Bla9-IB/2T 1 85 2 85 152 591 $12 L90 a1i 10'-L• BPe-I8/2T 1 85 9 86 Asia 530 401 L108 11 101 MIL-I5/2T ONE 1 85 2 85 533 no 401 LI00 1 1�0/�'-0" ll'-4' Me-IE/2T 1 85 2 86 Set 4M 452 WOOD 101-0' 11'-40 MIL-IB/1T ONE 1 #5 2 e6 Mast 102e 40 LI20 12'-,W l3i 6110e-115/1 1 85 2 85 411 42e $24 L12013 12'-0' 13'-4' MI6-IB/1 ONE I 85 2 85 1015 T10 324 LI40 W-0" 16'-40 MIA-IB/1T ONE 1 85 2 85 1250 1,09 2B9 LIAO IL'-00 11'-4' 4We-IB/2T 1 85 2 85 300 M2 M4 LIAOIS W-0" I IT-V MI6-IB/2T ONE 1 85 2 1 86 1 150 1 500 194 - 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 humc anchor at t)ch truss with tl�) IOd x 11/ nails - ( 24" of supporting Max 18101bs. uplift Aluminum Drip Edge t Fascia 12" 2' x 6" Kagcan full o vent vingi soffit installed winrgg 1/8' elm shank x 1.5, long gaiv. rodng nwls with 3/8' dia. heed per product approval - we chart sheet #1 12' x 12' concrete column block filled with concrete and (2) 81 bers vert. tie into lintels above thicken edge to 8"x8' with concrete and one #5 bar continuous BEYOND Top of footer IL below finished floor 12 4 1/2" Aluminum Drip Edge f. Fascia Flash and Counter v flash Nail ledger to gable and truss with (2) 10d I at each web 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar Vert. w/ son overlap at each filled cell Rear Patio/Slab to be flush with bottom or sliding door recess. • 1111 21 I� �L Ems Wo od ;. —IIII IIII IIII I • Tublcal Section N a W so m a`+ x r Oq U m hW «J 4J it .= as W� a n L C:00 Q to eq_ m W Null 4 L 7 � Brace Gable and Nth 2' x 4" SYP #2 Oft back nailed to bottom of top chords using (2) IOa nails at each truss RE -ENGINEERED WOOD TRUSSES w 24"o.c. TYPICAL ( shop drawings bill manufacturer ) yR-30 blown Fiberglass in bottom chord oP trusses -1/2' drowall with smooth finish Two rows of beam block filled with concrete and (U #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 gar tort. for bottom row over openings 1/2' dr wall over I" x furringg strips at IL" of with II fi-foil insulation on topical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Tgpe 'i onl proportioned er FBC RLO'1.1 and Mortar joints shall coinpilg with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers. tubs etc...) Fill cell with concrete and (1) #5 bar Vert. (typical). "Max sppacng shall not exceed 48" unlace otherwise noted age foundation plan notes for spacing at openings 4• concrete slab with fibermesh OR L"xL" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill FI at Front Z. em Scale : 1/2" = 1'-0" N W Simpson HETA 20 Strap truss to wall using Simpson MGT wit hurricane anchor at each truss 5/e dia. threaded rod with min 12 embed �� ( 24 of supporting Max. into beam (22) IOd either wet nails into set or in epoxg with truss. Add blocking to 1810 lbs. upllft HETA 2O truss leg per detail on this sheet 11 Avg FAA 11 it FA CASWAM �i Avg NINE � W,A EA . PAN a we A 11 11 w. IN IN NA FA POVIN-4 EMMA ev I Avg FAA WA d rAA MAIN, FAMIN EFAM 01 11 I� r10 01, HETA 2 Simpson HETA 20 Provide for putter Provide downspout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Q A 20� N H W O I r Provide downspout PANEL "An Pales SR Load Wire Description core# care# Description Wire Load Poles2 40 1.0 ka #8 A/C carp 1 2 AHU #10 3.5 kafBR 30 2 3 4 2 30 4.6 We #IO 40 goo. motor HTR 5 Range 0.4 12.0 km 5o 2 � 8 1 20 1.8 km *12 Pm p 9 10 D r #10 5.0 ka 30 2 g 12 1 20 1.5 km #12 13 14 Dishwasher #12 1.2 km 20 1 1 20 1.5 km #12 Micromove 15 IL Rerngerstor #12 1.2 km 20 1 1 20 1.6 We 812 Kitchen S.A.C. n i8 Recepts $12 J 20 1 1 20 1.5 ka $12 Kitchen S.A.C. 19 20 Recepts 012 20 1 1 20 1 1.2 ko 912 Clothes Washer 21 22 Recwpts *12 20 i 1 20 0.81 ke 812 Garage Dow Opener 23 24 Recepts $12 20 1 1 20 1.4 ko #12 25 2L Recepts #12 -- 20 1 1 20 1.412 kw $12 21 28 Racepts $12 -- 20 1 1 15 814 General Lighting 29 30 Recepts #12 - -- 20 1 I 15 814 General Lighting 31 32 Recepts #12 20 1 1 15 814 General Lighting 33 34 Exterior GFCI #12 20 1 1 IS #14 General Lighting 35 3L Bathroom GFI $12 20 1 - I 2011 #12 Smoke Detectors 31 38 General Lighting 214 15 1 I 20 1 #12 Bathroom GPI 3'1 40 1 General Lighting #14 16 I s are 41 42 1 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watta) General Lighting t3. salts sq. ft.)........... I.............. ,S,inall, Appliance„Crrcu!t(q),,,,,,,,,,,,,„ .,._,,,,, ,,,,,.,, ,Rangy ........ .................................... ........ Refrigerator , , , , , , , , , , , , , , ......................... .Microwave ........................................................... r ............................................ .Dish . Washe....... .Clothes. Washer.I............................................. Clothpa Orger................................................ Water Heater ................................................ Water Pump .......................................... ....... .Garage.Daor.Opener........................................ 1136 3 5.205 2 1.500 3000 1 12,000 12,000 1 1.200 1200 1 1.500 1.500 1 I 00 1,200 1 1200 1.200 1 5,000 5.000 1 4,500 4500 I 1800 1800 I I 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21.416 040% 1 0 10,9114 Electric Heat or A/C 10,000 e1,5% 1 10,000 10,000 Calculated Load Watts 30.411111111 Volta a 240 Calculated Wattage Divided by Voltage = Total Ampa 124.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Batch ® Rweaaad Can Light Double Pao Switch Millosboall Recessed Pis Push Button Sartch -0, Exhaust Fan -e Duplex Outlet ¢ Ceillrp Mounted Light Spedal Receptacle 0- Wall Mounted Light Waterproof. around fault intairrupotan AL Light With Pull Chem (attic) ® Floor Duplex Outlet Compubr Connection Jack ® Carbon Moncesde Detector 4& Flood Light Thermostat Electrical Panel ® 49 Central Vac ua Electrical Meter ® Smoke Detector Calling ran ® TelevisNm Jack 0 Telephone Jack ac Disc A/C Disconnect ® I x 4 Fla eacent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up 0 hiterecs 124 CFM IOAOxt MASTER' BEDROOM 124 CFM 103dOxL B/A 9 FM OSET B/AO R�1 141 CFM IOxlOx1 Yent thru _ 60 CFM F - Vant ERAUNDRY A �C = JUNCTION BOX TO SUPPORT A FAN A/C doe. 0 se THERMOSTAT LOCATION B/A = Balanced Air 2 TFAMEL Electric Notes: IINVCandur (card I. Use copper wire only, no aluminum. 150 Amp 2. Provide and wire a l required smoke detectors. Panel 3. Contractor to verify location of electrical Te service and provider. 4. ALL paddle fans shall be on a rheostat. AHu I GOLF C A �° S. ALL bath and kitchen receptacles to be GFI protected. 20 PVC ( FPL I GARAGE L. ALL exterior outlets to be WP/GFI protected. N10i 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except i Kitchen, Bathrooms, and Garage. 2' n d serener Fill.is#S con es m club #L okra i 9. A/C Return Air Balance Must comply w/ FBC RMI602 i 10 A/C Refri rant lines that are run thru slabs must be 1 1t. Clum 8x4x4 111 CFM 12xLx1 SECOND BEDROOM THIRD BEDROOM 100 CFM 101464 . sleeved in FVC ELECTRICAL RISER ' II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical - Contractor shall use AL-CU Landing lugs. NTS contractor, the completed system shall be fully operative. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all fees, permits, testing, and manufacturers recommendations which inspections including blower testing where required. mohall be verified prior to construction 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. y completely 19. The electrical System shall be coin letel and effective) 15. All required insurance shall be provided for protection grounded as required bg the latest edition of the N.E. against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. 14. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor &hall provide circuit routings to year from closing sale of house. suit the job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected bg others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23, All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24. All exposed wire below 9'-1" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Dryer Vents to be installed per FBC RMIS02 and teleehone comeanu. 12e K, 20x2O R�7 PORCH 141 CFM IOxIOx1 r-'" I REATI ROOM i I I I I 141 CFM 101111100 I _r7 DINING ROOM I I I ow I I ^I I I IO IO 6 KITCHEN I MICROWAVE I 3 TON NON-VENTI SEE MANUAL raeCIBAR IC)0 01" and Energy OPENING - - - - - - J CoraEU�n t ceirifo 4"e Steel Ballard v See detail on this sheet r _ Install oulet I 2t x 54" l under disc - Attie Aeons not ahown for two fight- J clarity L---- GARAGE ----------------- I I I I I I I I I I I 1 I 1 I 1 YECH;4INiCAL LAYOUT `'J - THERMOSTAT LOCATION SCALE: 1/4" = I' - O i' amen wwwo a V am/a Ymmwa a r\ar%e Architect& - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenaia®comcast.net Stuart. I`L 3499/e #AACOOOC MASTER BEDROOM ON THIS PERMIT 26 PORCH ` WP GFCI 1 � I s 116 �S 8 lm ® c III II CLOSE DRYER III EALA LAUNDRY I\ IL hm �T SECOND BEDROOM/ I / I THIRD BEDROOi,'i_-- i 44 r Attic Ventina Calculations Total Attic Space = 2101 sq. ft. 3 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Winne Building Corp. S an►sh Lakes S . Lucie County Florida AiC - I W i• -i I � I I I I I I GREAT ROOM I ®I /I / I \ / I ' I DINING ROOM I � I �\ I r, _ Fcl � I I GFC a •`(•i j 1 , I C.M. Detector I I 1 1 ono&g per FBC R314.3 �TgHEI I I ryl�R Vl!� NON-VI�RT/ d 3W CLEAR C / ENIN4 _ _ J / GFCI GFCI I FCI � 4'40 Steel Ballard See detail on this sheet Ul -C A I L-'t_J �_ I \\ �c 1 OPTIONAL PANEL -r$ LOCATION Q 1 10,' GARAGE It FCI � / /pB A GFCI \\\ 150 Amp ► / ilk \ Panel GFCI \ y� i/l ddim11em. \ ` GFcl r-------- `� -CY/N r------ :�B-------- I 1 Garage / I Garage Door Door i Opener Opener i GOLF CARTI i/ I GARAGE I I I I GFCI I I GFCI to gauge lights I I ELECTRICAL FLAN Past Light with O SCALE: 1/4" = I'-O" Photo cell Center Post Light between driveseys a Wire For Front Post Light Date Drawn Revisions : Sheet Comm # REAR Drawn 5-23-18 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. F -1 15-159B RiGHT Checked by: impact D.R.B. OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention) by all persons installing trusses. 5PIAGING NOTE ALL T�2USSES ARE TO BE 5ET AT 2'-0r ON CENTER EXCEPT AS NOTED I MULTIPLE f LY TRUSSES MUST BE ASTENED TOIGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. All A DON'T LIFT TRUSSES WITSPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less ALI 30' to 60' Span A oegrees Sprea er Bar or ass /z ,raApproxto_ n%-_1/2 of Span {g Line �sp_on oppro,x. REFER TO BCSI REFER TO BCSI Truss must be set this way if crate used. Truss must be set this way if crane used. Truss is an example, your was may cot etch. This is an example, truss may not match. ,sist 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 indicaIt I Id height before trusses ,A are installed. A I I—� H A N I✓D L_ IF= F2 NOT IF== 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 BUILDINGiCODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. �► ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH P A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers L i I 15,4. 7K 15r_ . I C L / J Carrying Girder For Truss to Truss Connections see hanger/connector Nails must be as shown. Guide tabs 0 schedule in engineering Dome angle nails. package. Carried Truss SEAT PLATES BY CHAMBERS saw 11EI®I®ICI I�I� g''i% ��/Imw /lull%�I,� GRA Pon MI F i on V N011. 1212111111110 No- 060 INN BHA lk� INVERTED "V" WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) lij ®Rmmsm 1®I®I=Ii �Nbi� lI 1V lk:1 INVERTED'V" WEBS AT CENTER WPY B-C, PANNEL. LOAD W/ (2) ��00i40WN,; 0�� I\����i���i GRA f I I 1 t I_ 1 -- 1 r; A5 1 N AS N BHA The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads nod FABRICATION AGREEMENT* TRUSSES CANNOT ICE STARTED UNTIL THIS ADIiEEAIENTIS 91oNW a RETURNED Tit. WW deecrtptan oftho pmp" wtwm the truest. wa be nstared bl .TlheuMerslgnad.auhowloaa..end.greas: .. (:.Trusses W be made in strict acoondantri with this trust peconed diagram leyaoL wlhdfls ttm iota autrety far deterhdng.$UOMNhd fabdeauon of tre trusses. : Z All dtlnenalons In this byotd have been vwlAad by the undesigned. A Unless wApen rmoilce 4 provided try cartll d mar to Chrenrhbers Tnnsa wlhhl ten (10) dayi of dervery the undersigned egrsas that no bacti harges Will be1:.t !�T .tlMsuerssuch writer notice Is IbmI%hed Chambers Tn»s char Irevs thine C.i) bdas owhichto beta repairs rogWred, or to wbetlk¢e oChehnbarsa{. The undersigned adohowledif reealPtofa5CSl l.ar aumMI"y ael aWTC0.t. Dewen b to Job .Its n b to Iwyers rsapeul my to make tw re suitable for dgeW. Chambers Tn has the sob atmgrily to detemhns tiro.% b %b of the Job site of a The p,jeah of Iho Is job she for @b cl*04eri. Chambers Truss will be responsible far dump delvery only. Naeetrss job site b riot prepared for ry woonses tChmambers Tree 1' to redellwo dervey or buyer b not prepared ford of trusses. ¢uyer li responsible to Chambers Truss for kwA costs duo to ale mldlbna. & Price as shown hJ paragraph 7 below Is sull to change It any changes are. made lrj tNe.bYuuC A $50 per haw fee for revisions may be rharyed by Ctrembers Trues. .7. This. Is a PURCHASE ORDER to Chamberajinns of to Stan agreed t4 a t ,. agreement a reasonable price. Invoice will be made on delvery end pad wlhn terre of on ddvary. Invoice May. be rude at scheduled date bf delivery 9 buyer, cannot a=pf delvery of fabricated trusses. The undersigned agrees to prey flrerbon .Tpnss reasonabd abomWs fee for eotec w In event of Payment not timely made.1412 x par month, sailjw chaigs will be added for oil sums not paid within terms. . & Signature or WUW anywhen, on tds sheet constitutes agreement to all terms harsh S In consideration of Chambers Truss sdaeWhg Crean for tls material the tmderatgned unconditionally guarantees payment when due of any and al I debtedness owed to Cheatham Truss by.any entity try t recol material and the undeslnad agrees to Pak such Indebtedness Including =4amaya fees. t del5nd In payment for material be made by the `°` M In yn the event of any litigation aonadmng this apsement, the lame ful w hereunder bOr epaynhenrta rererrea to heron, the parties agree that the siale vemro for any such action wa na sent Ixfxte carry. F1onWa. 11. Design responsibilities are per "National Standard hid Racpntiondet r'auldaloae on Raipons0gites Fa CalWuclan Using Metal Plate Connected Woad Trusses ANSVfPtVVrCA4-2W1' .DATED _ '•'v, SIGNED _ rout nit e Aspeeaderbarma/bena"Per"dCs11-03"bptxardhjuy&dWagm 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 rtispomslbllrty of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. TY( Mmustbesatan !bracedpardialgrlbpilavatirW&damage. Trusses must be sat plumb and square Do notaet bunks or stack of plywood, roofing material or any 'other g0heentrated loads on trundles, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WrfH TRUSSES TO SEt TRUSSES CHAMBERS TRUSS INC 3106 Oleander Avenue FortPlereej Florldla 34982-6423 800-551 h-5932 Fort Me= M-465-2012 Fax M-4664711 Vero Beach - M-669.2012 Stuart - 772-2664302 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST L.UCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. 0 Top Chord Live 20 T cA 2 1 Top Chord Dead 7 4.2 U) o Bottom Chord Live 10 Non -Concurrent t l 2 I Bottom Chord Dead 10 3 o TOTAL Load 37 7.2 w N Duration Factor 1.25 d M I Wind Speed 165mph d 0 Top Chord C.B. Sheeting by builder. �a Bottom Chord C.B. Sheeting by builder. m t� Highest Mean Height 15' 0' 3 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 re.u.L. Kesvaimng tread Load C.B.-Continuous Beats Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or En ineer of Record. LJL Chambers Truss Inc. Drawing Name: M11392 WScale: 1 /4 =1' 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Fission Date: 10/07/15 Rei ised: 03/21/18 I I (n FOR -7 5 -7>0� ARING ` v �- 14'�" WYNNE BUILDING CORP. _ 14'�" v 6' 4" 14'�l' ' _' ` 14'-4" I g-4" I _ v� 'RS CLOZED AREAS ARE OF DESCRIPTION: � 41gq PORCH RIGHT SPECIAL CONCERN & MUST BE ; ,)OR I CHECKED CAREFULLY &MAY PORCH LEFT 45; 71' CARLTON 3BED REAR PORCH I INDICATE DEVIATION FROM ® PAGE 1of1CUSTOMER INITIALS EACHPAGE LANS.,,,,s�,,..,__, 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 11�1 ir /. 'I'lPAN I� � �i// %Ii� .INN1 �.111 r r //M is�ii„iii,,,li,,,'IC//i/i�/I I®I®I�I I�I�I�I�I.I�I�I�I I�I�I®I®I