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HomeMy WebLinkAboutBUILDING PLANSO'—O" = Finished 2t, ga 5v crimpp' metal roofing attneh6d to plywood sleek using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment metalled with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two sta�gered rawa 12" o.e. in field. Attach o _k to tnjusa uonn wtt Aehment dota� ,"" }I,u &hoot 2' 2" thick light textured stucco on typical concrete O block construction or _Z­n;0 Z6 ;70. - — — — — — — — — — — --- — — — — — — — — ftL 0100d100 5/8" thick x 8% cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4' - 1'-0' gulf Coast Supply and MFG 5v Crimp Metal roolin FL #11451.12 6 ga. 5v crimp metal roofing attached to plywood neck using #9 x 1.5" wood screws unth self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12" 5/8" thick x 8"w cut H... `..1toral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands 5/8" thick x 8% cL coral finished stucco bane ELEVATiON NOTES: - Overhangs at 1'-0" unless otherwise noted on Roof - Roof pitch at 4:12 unless otherwise noted - Any changes to this plan shall be submitted to the for approval in writing prior to starting construction. - Return ALL Stucco Bands into Window or Door. 12 SLOPE 4 �5/8" thick light textured stucco on typical concrete block construction ------------------------------------------------------------- RIGHT ELEVATION SCALEr 1/4' - 1'-0' 5/8" thick x 8"w cut coral finished stucco bands - Finished F Finish Columns with as 5/8" thick cut coral finished stucco bands 2" x 4" top plate 1I 1/2" drywall ceiling on truss bottom cord I/2" drywall on " x 4" studs at IL" o.c. base -board --- \ 11 11 Z 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VXV #10/10 wwM on L will Viaqueen over clean compacted termite treated fill interior Mon -Bearing Partition nts Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart, FLStuart, FL 3499L #AAC000032#AAC000032 Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 aide laps and V and lap* fastened with corrosion resistant tin caps and with 1.25" ring shank nmis a aced L" o.c. at all laes and two staggered rows 12" o.c. in field. Attach sLwcco on Lgpicai coricreLe vi V 4ill4N �u6 � Wl ai block construction finished stucco bands REAR ELEVATION Plan SCALE: 1/4' - 1'-0' architect Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11151.12 2L 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 Pelt underlayment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails dpe s aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach ck to trusses using attachment detail on this sheet 9/a' Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using ad nails. Substrate to be 19/32" CDX Plgwood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 �' fil1 1f 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION 1966 bG 03 FILE COPY SCANNED BY St. Lucie County WWgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 5/8" thick x 8"w cut coral finished stucco bands WGALF. 1/40 a 1'-0' ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Budding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Demon m: Enclosed Risk Catego"ryy": 9 Wind Velocity: IL5 mph ultimate Mean Roof Freight. a Roof Pitch:Aa— Internal Pressure Coefficient- t o_Ia Subjectabihty to damage from: Weathering: Negligible Termmtes: Vera Heava Width of Roof End Zone: V-4' Wind Speed: Ii5 mph ultimate Wind Exposure Classifications C Adjustment factor for Exposure Height: 1.21 x 0.6 - 0.12L ASp demon Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+OAWL; O.L )+04WL Components t Cladding Wind Pressure (NET) Roof Zone. I. +201/- 2.6 pat R� 7one: 2. +20.L/- 'I.o psf __3'-4' R_ Lone: 3. +20.i/-84.0 pot om Comparients t Cladding Wall End Zone Width: 335 33 Components t Cladding Wind Pressure (NET) Wall Zw�e 5. +35:8/ 4'8i.8 per Components t Cladding Wind Presore (NET) on Garage Door:+32.0/-40.3061 Shear Walls Conmdered for Structure? IA Continuous Load Path Provided? Are Components an Cladding Details Provided? Yes Minimum Sal Bearing Pressure:2500 bm, Presumptive: X Bg Test: psf ROOF LIVE LOAD: J31 psf ROOF DEAD LOAD: 10 pat JOB ADDRESS: C9'»��_ _Zctn�, e - Roof Zone I Wall* Zone 4 ED - Roof Zone 2 Walls Zone 5 END ZONE - Corner Zones Roof Zone 3 MODEL: Date Drawn Revisions : Sheet Comm 5-23-18 5-23-16 Smoke detector revision GARAGE R GTDrawn 1 . 12 - 21 c.c.u. Checked by: D.R.B. OF 5 FLOOR PLAN ,H, CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.s. i. Contractor to verify ALL notes and dimensions prior to ste high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion „bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have sla (3/e t 50 ksl steel plate) a minimum 1,400 P.S.I. fiber stress. '" 4. No dissimilar metals to touch. 2!/2„ rh" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o %° ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ° 6. Drywall at ceilings shall be leveled and attached to bottom chord of tr e w th FBC R102 3 5 1. ALL uwood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2�" 2y; handicap accessibility requirements. �• h„ 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x L' P.T. Buck block with case ham materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attac with F.B.C. R314 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 CcT60, C1596 be C1002, C1041,0111, C1118, C1218, C1395, or and shall installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation ran�ng �er Max spacing of fasteners Nail sizing options for Installation of drgwall into Se Nails Screws Maximwn wood framing members 2' x min. thickness Ceiling Perpendicular 24" In 12" 13ga 1 3/8' long with 19/64" head 0.0418" diameter x 1 1/4" Ion flfl /2 annular -ringed or 5d coder nai OR O.OSO" dia. xx 1 5/8" long with Walls Either IL" s" IL" Direction 15/64" head OR Gypsum board mall 0.084" dia. x 15/8' with 9/32" head. Ceiling Perpendicular 24" 7" 12" 13ga 1 5/8" long with 19/64' head 0.098' diameter x 1 3/8" Ion g / annular -ringed or Ld coder nail OR 0.092" dia. xx 1 1/8" long with Walls Either IL" a IL" Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 1 1/8' with 19/t 4" head. Install SGD thru buck into block with 3/I0 tap -con with l'"_�_ 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I4" tap -con with 1 1/2" penetration at L' o.c. max. from each corner and 20' o.c. max thereafter at sill per product aj1prc 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 C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyingRR smo E 84. developed index not to exceed 450 when tested in accordance withh Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 21 a. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woo screws with self sealing washer at 12" o.c. max Spacing over ASTM D (tgpe 2) 30 lb felt underlayment installed with min. 4 aide laps and L" 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 \ Simpson HETA 20 t, or equal lurms with (o) IOd x I i/2"cnai ( 24' ox.) supporting Max 18101ba. uplift PRE-ENGINEERED TRUSSES � at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip -aa_ �V� a ` \R-30 blown Fiberglassrtrusses Edge t Fascia / in bottom chord of trusses \1-1/20 drgwail sith smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete end (1) #5 bar coot. in each row. Substitute Kagcan full o vent vmgl soffit installed precast lintel filled with concrete and (U #5 using 1/8' dia shank x 1.5' long gale. bar cant. for bottom row over openings roofing nails with 3/8' dia. head per product approval - we chart sheet #1 1/2" drilwall over I" x furring strips at iL" o.c. with R4.1 rrfod insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be Installed per FBC R102.3.1 stucco on typical concrete Tand shall meet all pertaining ASTM codes. block construction ro Mortar to be Type 'M" only propJ ortioned per FBC R40� and Mortar Jonts shall comply oath FBC R6 01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...> 115 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell fl) #5 bar vert. (typical). Max apacing shall not exceed Wood 48" unless otherwise noted Base see 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 Grade r - .. V.' ....' i.. .. Y - . IIII, .. I ,IIII- =I .-� �IIIIIIIII lI II =III IIII-IIII x 14" Concrete footing with (2) #5 bars cant. and #5 TY P I C A L SECT i O N transverse bars at 46" o.c. Scale : 1/2" = 1'-0" to Masonry Beam nmis Head fixed door sliding door i 1 1/2„ AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2' VTR I I I VTR Master Bath ko ' VTRI1Sher.1I1IIv.w.c.2 gm, s• C.O. To septic PLUMBING RISEN I" x L" P.T. Buck nailed to block with case hardened mile prior to door attachment Masonry Wall Botom Track ------Tgpical Flooring llt�` ' ' Sill Install SGD thru buck into block with 3/I6" tap -con with Sliding Door D e t a 1 l 1 1/2" penetration at L" o.c. max from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS window Schedule Mark Size Rou h Open. Window Description PRESSURE ZONE I. 4'-5%s°x V-3%" 54%a"x 63%4" Single Hung ZONE 4 2 V-2 V'x 5'-3 %" 15' x 43 V4' Single Hung ZONE 4 3. '-2" x '-2 1/2' 21%2"x 38%'l Single Hung ZONE 4 4. 4'-5%"x 4'-2�s" I 54ie;'x 54V' 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 bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-04 108' x 84' Overhead Garage Door ZONE 4 B 3'-O' X 4'-8' 411/; x 83%4" Fiberglass Panel - Insawing ZONE 4 C 4'-0' X L'-So -14' x 81 '/2" 1, Slidirig Glass Door ZONE 4 D 2'-0" X P-8' Solid Core - Wood - L-Panel -i31-Fold Finished 24' x 81 E 2'-L" X L'-e' Solid Core - Wood - 4-Panel F 5'-O' X V-8' Solid Core - Wood - L-Panel - Si -Fold G 2'-8" x V-e' x 1 %" Solid Core Wood. Steel. or Masonite Door H 2'-8" X 6'-84 Solid Core - Wood - L-Panel J 2'-L' X 6'-84 Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X L'-sn Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction 34'-O" 8'-L" n \ 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above ° Covered Porch v 8'-O" to 9'- " A.F.F. OL Vaulted eiling GR AT o R I OM I ° N I o W-O" to 9'-8" A.F.f. OIL 2" x L" knee -wall Vaulted Ceiling 1 below counter top DINiNG ROOM I ,� ° I �r i ° Vanity to be I i 3412„high High Wall .I®11��`� L u_ 01 ■ ■ e O Flat ■0 Q =0 101 • • �� 4'-1" u ri �,o ° ' EGRESS 14'-O" EGRESS it MASTER _ BEDROOM lob " 8'-0" A.F.F. am w Flat Ceiling NLL M1 Rod 'r Shelf vaulty to Ile " 4 I 34 Y2 high - is in L I i �I L� SET r C M I 8" LRod Shelf O w"eni H " BAT I KITCHEN __j o L! 8'-0" A.F.F. is Flat Ceiling - 10'-51, -O" pace cabinets to extend over Fail. it - Q v -' ®V i H. %-w e5.tt. 4"4 Steel Ballard 18 - - I�° �`i41f detail an thisehee I Ae�- I L_ Provide auto Closer -J 150 Flip All Panel m I I= i COVERED 12" x 12" eonere a column block filled °i ith concrete and (2) #1 bars vert. tied FORCIl4 in into lintels above L' 2" ° o T-8" 2'-8" �_, 9'-4" 3'-4" 5'-4" 34'-O" Install windows thru buck into block with 3/I6" tap -con with 11/2' penetration at V o.c. max From each corner and 20." c.c. max thereafter at ,Iambs and 20" o.c. max Exterior face at head and all per product approval of wall -\ / \ Buck to be In x 4" PT GARAGE Flat Celhng O N r----------------- �� Block wall in i garage to be - struck block I I Exterior face 3'-5" filler n 4'-O" A//C ( ( b Ir eter Attach buck to block wall with 1/4" die. Elco cone screws with min. 1 1/4' penetration at 12' o.c. max and 4" max Irani each corner thru 2" x 0 PT Buck O I N I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck lock with case hardened nails ON ALL JAMB, HEADER. AND at each hinge and 15' o.c. max and Detail at W i n d oW S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTS Braden It Braden AIA, PA U! nne BuildingCorp.or Date Drawn Revisions : Sheet Architects - Planners 5-23-18 5-23-18 Smoke detector revision TelS.E. Cron- Avenue The Grand Carlton GARAGE R G Drawn U. Tel ('I'12) 281-8258 C.C.l,1. Fax : (112) 28e'1-8283 Spanish Lakes Checked bg: E-mail: bradenaia comcast.net St. Lucie Count Florida D•R,g• pp 5 A*suer•* FI AdggL saor%nnnnAo y Comm # 12-2-1 B ' STRUCTURAL MOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSi OR 4,000 PSi GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOiL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 I0/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FiNISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN 8. 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 #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 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 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 t0 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'-0" to 9'—I1" 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 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 ver aw/ Thicken edge to 8"x8" 30" overtpE8 TYPICAL with concrete and at each filled cell SECTIONS one #5 bar continuous 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill L14 I II 14"w x 14'd concrete monohtMc 11 footing with (2) #5 bars cost. I TYPICAL FOOTING DETAIL (Zr`AI = 1/7" = i'-19" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan 12' x 12' concrete column block filled with concrete and (2) #9 bars vart. tied into lintels above Top of looter 16" below finished floor Verdg house slab height in field IWAI a l.laaa ■ r 30 COLUMN FOOTINi DETAIL steel 30"x3O"xlV concrete column footing with (4) #5 bars each way <r uo #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ 14" SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfdling 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 by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4' concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR Vx6' #10/10 WWM on 10 and Visqueen over clean compacted/termite treated fill e = = elh =1111= �i4"w x 14"d concrete monolithic footing with (2) #5 bars cant. GARAGE CURB DETAIL Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location 00 Sinale Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 2" x 6" 3/8"ilia. PT wood secured x 6" anchor bolt with at 16" o.c. Braden It Braden AAA, PA overhead door track secured to wood jamb per manufacturer's product approval Architects - Planners Garage Door Jamb Detail 411 S.E. Coconut Avenue 0 Tel : (281-8258 GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS Fax (112) l2> 28s�-8283 IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT E-mail: bradenaia comcast.net APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Stuart_ FL S499L #AACOOOOS2 I UU v- ?v ME111111 0 1 Llit Lul 101-o" r a --- — f -- a -- — J i i i i i ° o 0 L.— oo — — L I� L_ 1 i ---- FI------1 © Filled cell under = girder above O I FI ° 411 I Rear Patio/Slab W 4�._Io be poured separate -7 L ,N I from the house slab. I o I N °❑ r a Thicken footing to unde under Pilled a Isl FI a a a ° .., =a J under girder bearing. Rear Patio/Slab to be flush with bottom of i sliding door recess. _a I Slope 1/2" I 0 I I a I 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 6 and Visqueen over a I clean con patted termite treated fill 7 FI I I ° ( o it V ' I _a I � 0— ul '� I 4'4 steel Ballard I 1 ' 3 ®filled w/ Concrete o I�QQI�I I ��o Ja0 u I _ a v m E I : } �_ I I+' ECL I r Md °ol I I Q UO i; O I _ I _I I 111 v# u �I O X to r-I--Ito 8 r —°� 84 RL — _ — Recess for t ° — — — — — — — — — — — — — — r — — — F — 1 a 1- rJ67 —41, :i ®1 41 ill �2" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Wynne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida ° arage oar 00 9'-0" a"* A/C A u� 0 emu_ FOOTING SCHEDULE Mark Size O tma 1 14"W x 14-D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 128D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x B"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"w With x 140D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn Revisions : 5-23-18 5-23-18 Smoke detector revision a r l t on GARAGE R GHTDrawn by: C.c.U. Checked bq: D.R.B. Sheet Comm # 3 12-21 B OF 5 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 Plgwood 4. Use nails or screws bas d on pressure for roof' stated in permit info box on t�ieae ans for zone 3 Ke Area Ede Field Fastener Press• Zone 1 6 if L 8d ring shank 45 psf Zone 2 4 10 6 H8d ring shank 16 psf Zone 3 400 4 It 8d ring shank 84 psf ** Zone 3a L" 6" 1 wood screw 112.5 pat ** Use nails or s rews based on pies urn for r of stated in permit info box on these plans ti?or zone Concrete / Lintel Column Verify with Plan 12"x 12" ilumn Block Vtxl Rebar Rebar 48 Bar Dia. Min. Overlap to Lintel Attachment Provide #5 bars with min. 48 bar steel provide #5 bar net in pre -cast diameters overlap into beam. Tie lintel into beam where length of filled cell steel into continuous beam block stool. the opening calls for it. Provide Cast -Crete 8U8-OB/OT precast - --_ - - - - lintel set in mortar _ _ _ Min. 8' Bearing --_r-- -'1- �- e PT Buck ad per jamb into filled ci 4" Pro-cast al cast Filled Cell r #5 bars with min. 48 bar rs overlap in filled call. Tie all steel into continuous steel. >,;:,• :::.:..: :..:.:'..,::�': ''r- ... -,.1:; Concrete Footing +-` 14 '' '' : ><:�+ lone foster schedule for exact sizes) DETAIL AT WiNDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nod 2" x 4" blocking to Vert. leg of truss with IOd x I.6 nods at 4' ac. II Smpeon MGT into wall usng dia threaded rod not al". 12" wet beam and (22) IOd nods into tress TRUSS BLOCKING DETAIL AT GIRDER STRAPPING,, AT CENTER BEARING POINT NTS n i/8" thick light textured stucco installed per ASTM C 92-4 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tgpe 2 felt paper using Bd nails Substrate to be 19/32" CDX Pigwood nailed at L" o.c. in field and edges with IOd ring shank nails into studs, Gulf Coast Supplg and MFG Sv Crimp Metal roofing FL #IIL51.12 2L ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with sell sealing washer at 12' o.c. max spacing over ASTM D (tope 2) 30 lb felt underlagment installed with min. 4 aide laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails a aced 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 Additional recast Lintel #6 bars Lintel Bar Clear n ii A e Be Length Length Span Bars Bars •, k'• 2'-10" 2'-8" I'-L" 2,#3 none i 3 r i i' ''% i i i i L --e ♦----• t----e 3'-4" 2'-2" 2,#3 none GINS-OBAT Oro-I6/IT Oro-18/2T dditional 4'-O" 3'-10" 2'-8" 2,#3 none #5 ben71[ne lf 4-L 4'-41, 3'-2" 2#3 none ne Row of 'H' block Above 'i `•?`u 5'-4" 5'-2" 4'-O°2#3 none s5'-10"5'-81,'"2,#4 Preeest Lintel S•.•;'' none r yAdditional i L-L L-4 5-4 2,#4 none e a5 ban ty l'-0" 4'-2" 2,#5 none N"IL-IS/IT OINK-Ib/2T 81-4" T-10" T-0" 21i5 none NOTES: ALL reinforcing steel is grade 40. I. min. coverage or steel=1.5" 2. mm. bearing required a ea. end=8" 3. standard for reinF. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark w D Unit Width Lintel Smf cast -Crete S bastion or '140 Block Above bottom BLeal eawi Tap g eta „OL +rav 4 C Lard - aeLIN) UOK Lasd (PLr) Lateral Lad (p4r) L22 2'-2' 3'-L" Ore-OD/IT 1 06 SOO 5941 1024 L31 :-J' r_ 4'-O' SINS-01SAT — 1 06 26LI kit! 1L3 L45 41-5' 5'-W Or0-06/IT — 1 05 lux 404 $39 LSO 5'-0' V-L" ere-ORAT 1 05 1238 on 121 LLO L'-M 1'-V Ors-05/IT I 06 log 121 934 L80 V-O' T-4' GINS-18/9T 1 06 ] 1 06 152 5411 519 11.90 T-O' IO'-L" SINS-1e/1T 1 06 2 05 443 530 401 L906 9'-O" 10'-v spit-lis/2T ONE 1 05 2 06 1633 1103 401 11.100 10'-O' II'-4' elaa-I5/2T 1 05 2 06 582 494 452 LIOOB IW-0" 1 111-4" GINIL-66/2T ONE 1 05 2 05 13" I= 462 L120 12'-O' IV-4' Oro-l8/2T 1 05 2 05 411 420 $24 L1208 121-W IV-4" OFIL-6/2T ONE 1 05 2 05 1016 110 324 LMO 14'-0" 15'-4' SINIL-15/2T ONE 1 05 2 a 1260 L09 2541 LiAO IL'-O' IT-4' OFS-1115/2T I 06 2 06 1 300 M2 1`1114 LW5 IL'-O" IT-4" 1 GINIL-6/2T ONE 1 05 2 06 1 SO Bog M4 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAL) REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HEcT�A 20 or equal pith' (Ia, IOd z 11/2' nailis�- 1 24' o.c.) supporting Max. I8101bs. uplift Aluminum Drip Edge t Fascia 12" 2"xV Kagcan full o vent va� saffit installed swirgg Va' din shank x 5' long gale. raa(wg rmils with 3/8' din. head per product approval - see chart sheet 81 12' x 12' concrete edumn block filed with concrete and (2) *1 bars vart. tied into lintels above thicken edge to 8"x8' mth concrete and one #5 bar continuous BEYOND Top of tooter IL" below finished floor I.��IIIIIII 12 4 into Aluminum Drip Edge t Fascia Flash and Counter " Plash Nail ledger to gable end truss with (2) 10d " I � at each web \ 5/e" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vart. w/ 30" overlap at each filled cell Rear Patio/Slab to be Plush with bottom of sliding door recess. Stop per foundation plan - a Slope per foundation plan IIII IIII—IIII — —III I „,I 1=IIII I I III N IU Brace Gable and with 2' x 4" SYP 82 Oft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES f 24"o.c. TYPICAL ( shop drawings big manufacturer ) R-30 blown fiberglass in bottom chord or trusses •1/2' drywall with smooth finish Two rows of beam block filled with concrete and (l) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 Fi-foil insulation on tgpical 8" Block walls All drywall to be installed per FBC RiOS and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned er FBC RLOi.I R601.2.1. x. showers, tubs etc...) ROOF FLAN OVERHANGS AT 1'-0" 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 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Typical Section at Front Forch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale , " = '- " FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden t Braden MA, PA Wu�� Building Corp. Date Drawn Revisions : Sheet Comm # Architects — Planners GARAGE5-23-18 5-23-18 Smoke detector revision 41'1 S.E. Coconut Avenue Drawn by: Tel : (112) 281-8258 The Grand CarltonRIGHT C.e.u. w4. 12 - 21 Pax (112) 281-8283 E-mail: bradenaiaecomcast.net 5parnsh Lakes Checked by: Atuwrt 1=1 'AAgq/- saar�nnnn,Ai St. Lucie County Florida D.R.B. OF 5 Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia, threaded rod with min 12" embedment ( 24" o.c.) supporting Max. (22) in 10d nails truest. Add blockngwto 1810 lbs. uplift < 9ETA 20 1 truss leg per detail on this sheet a w X r_ q Oq C4 m O HQ d a d 2 to C ti o O toZLW co Ng4t-� � � 1C4 ` Brace Gable end with 2" x 4" SYP #2 min. Oft back nailed to bottom of top chords using (2) IOd nails at each truss Provide Dur=O-Rock at all suet areas Fill cell with concrete and (l) #5 bar vert. (typical). Max, spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR "XV #10/10 WWM on L will Visqueen over / clean compacted termite treated fill FIFU iWA r"A I I VA MAN astened with corrosion ­0 - - - - - - - - -- AUK Access WL H a - - - - - - J L with wa SLOPE oil ii mmmj ETA 20 PANEL "A" Poles BR Load Wire Description cecu coca Description Wire Load OR Poke 2 40 1.0 kw a8 A/C camp 1 2 AHU slo }S km 3o 2 3 4 2 30 4.5 km alo 40 gal. motor HTR 5 L Ran a4 12.0 km 5o 2 a I 20 1.8 kw a12 PUMP 9 10 Dr er 6.0 ks 30 Z g 12 1 20 1.5 ks 912 13 14 Dishoasher t*12 1.2 Its 20 1 1 20 1.5 Its 012 Microwave I5 IL Rerrigarator 1.2 ke 20 1 1 20 IS km 912 Kitchen S.A.C. n Is Reupts - 20 1 1 20 1.5 kw a12 Kitchen S.A.C. N 20 Recepte $12 20 1 1 20 1.2 km 912 Clothes Washer 21 22 Recepts a12 20 1 1 20 0.81 km 012 Garage Door Opener 23 24 Recepte $12 20 1 I 10 1.4 Its all 25 ZL Recepts all 20 1 1 20 IA2 km a12 21 28 Recepts 212 20 1 1 20 a12 General Lighting 241 30 Racepts 012 20 1 - 1 20 a12 General Lighting 31 32 Recepts a12 20 1 - I 20 all General Lighting 33 34 Exterior GFCI all 20 1 I ZO all General Lighting 36 36 Bathrooms GPI all 20 I 1 20 a12 Smoke Detectors 31 38 General Lighting a12 20 1 1 20 all Bathroom GPI 3'1 40 General Lighting all 20 I spare 11 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting f3 watts ag. Pt,) Small. ApPtrar!ca. C1rault(s> ,,,, , , , , , , , ,,,,, ,,,, , ,, , , , , , , , , , ,Range .......... ............................................ Refrigerator.................................................. .Microwave .................... ........ I ............... ......... .Dish .Washer ................................................... Clothes,.Wnaller........... I .......................... Clothes. ,Urger ............... . . „ . , , .......................... Water Heater plater. Pump .... ......... ......... Garage. Door. Opener G 1135 3 5�205 2 1.500 3 000 1 12.000 12.000 1 1,200 1200 I I 00 1,500 1 1200 1200 I I 00 1,200 1 5,000 5,000 1 4,500 4,500 1 1800 1800 I 810 810 Total Watts 31.415 First 10000 Watts 9100% I 10.000 10.000 Remainder 21.415 e40% 1 O 10ALL Electric Heat or A/C 10.000 965% 1 10,000 10,000 Calculated Load Watts 30.41" Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.03 Panel Size Required = 150 Ampsi Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light %% Double Pole Switch ® Eyeball Recessed FB Push Button Switch ,y Exhaust Pan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle o- Wall Mounted Light Uft aterpr graitand fault alrcwt Light with Pull Chain (attic) ® Floor Duplex Outlet @c., Computer Connection Jack ® Carbon Monowde Detector 412 Flood Light TO Thermwtat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling Pan ® Television Jack Telephone Jack A A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up Intercom H.B 4 Vent thrU PATIO/SLAB I I GR AT R OM 1 I I Center Registers IL1 CFM an ceiling ran IL1 CPM I /L IOWOx1 1 )id0X1 1J IYiMwwt_� 1 IYI 121, DiNING ROOM NEW 232 CFM 12xLx1 ,1 1 1 1 I I I I IL' I I I I I LJL_ SECOND ;" BEDROOM i 12W2x8 �i B/A 1J n COVERED PORCH ®JUNCTION THERMOSTAT ATBOX TO LOCATIONSUPPORT A FAN 0 B/A = BALANCED AIR Electric Notes: SCALE: 1/4" = 1'-011 I. Use copper were onlg, no aluminum. 11. It is not the intent of these plans to show every minor detail 2. Provide and wire ail required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and is. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMI402 19. The electrical system shall be completely and effectivelg . 10. A/C Refrl�tlnt lines that are run thru slabs must be grounded as required by the latest edition of the N.E.0 sleeved inVCC II. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. 13. Contractor shall pay for all lees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 14. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. 16- other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RMIS02 143 CFM ioidOXi MASTER BEDROOM 11.3 CFM IOidOxi LOSET 22' x 64" Attic Accessad 1 12�%A 150 Amp Panel GARAGE r----------------- i I I I I I I I I I 1 I 1 I I I I I I A/C disc. ISO Allowanc es PdAM I A' Conduit AHU 24 PVC I PPL 2' rigid Service PPL $are aL cop wee to a5 cone. Mar in slab ELECTRICAL RiSER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction eter Soffit Braden t Braden AIAe PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net H.B. Exhaust Duct Thru Soffit- Wire POI' Front Post Light .1 ,,I:`overed Porch',,\ / 1 I / i l / WP GFCI % MASTER BEDROOM Ir _ Smoke / Carbon RO M Monoxide Detector Combo \ I I M I I _ - I, I j © LQSET II I DiNING j GFCI ROOM- r 1 1 G CI �{ / FCI G10, FCI -4/1 1 �\N I ----- KITCHEN I C HIM88 C.M. ggpDe act 3'-2" 3'-2" 124" R314onl.3 1-I� I� I enter BEDROOO / Y B /\ GFCI \ t:QYERED PORCH' h GFCI 16" 22' x II4' Attic Access Optional PR 1910 Amp panel location l / Panel Pull chain / light in attics 42"h GFCI Y GARAGE Garage Door Opener I I I I I I I I I I I I I I I I ELECTRICAL PLAN UJynne Building Corp. Spanish Lakes St. Lucie County Florida > 0 I N Light with cell xhaust Duct hru Soffit 4" Exhaust Duct Thru Wall wP GFCI Install oulet under disc. L shown For clarity A/C eter SCALE: 1/4" = 1'-0" Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq_ ft. required Provide A Continuous Vented Soffit Date Drawn Revisions 5-23-18 5-23-18 Smoke detector revision GARAGE Drawn by: RIGHT C.C.U. Checked bg: D.R.B. Sheet Comm F. -1 12-2- B ®-=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPACING NOTE lFUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED I~ IULT1PL.E PLY TRUSSES MUST BE -ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A pq DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Span or less A degrees less 30" to 60" Span A SDreader Bar lag �__ APprox 2/3 to Line 1/2 of $pon REFER TO BCSI iss must be set this way if crane used. This is on example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. A .A r r --Z e—t A rV Ill L E FZ " O T— IFEE UNLESS NOT ED 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. I CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. UI-EFFESENTS A HANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder - Nails must be as shown. Guide tabs of Dome angle nails. SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 F___ 2 : $=1" upset=1/4" hee1=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'1 TYPICAL END DETAIL 12 4.00 F__ 'nr 12 2.00 8Y �1 upset=1/4" heel=3 15116" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 6'-1" END DETAIL: A ® ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT FABWCATION AGREEMENT' - .� -' iairotra ciwnor'eearrutr®rmrrn.Tlas UltrdmupilidtoPtW«btAir.t»tneas,AO "rti `RUnnobp T." Ttagee wG be tends In gilij o C li ttArt III bop dtcAlettstisbetfthofbrrortkllii=i q[ppyi pfeorthsttdyRsm4 aMlde Wb on thiatlom ��YO'�dbyrrtndWp�jdatws br esged w.w� ...,Yi•• . WSW eRwe V* ro b 1s — . - ton Si kw 19 �•• . wwwr w - N Say lifrfe�prllblefeektrtelryfptgmsyWtlrrsd�(tliefleeare.tnsdeh _ tart a renrptfa. brwtw rG a. Tnw d tie alien v e- T7r et edlsdied aide tt dske y ral of . Ih be farcaee r ti ewrit dr'a� �� to Per CArnbets.7m YA be added fdrtl cone thel ptl rldit y��Aeh' nrde,1-12 %perSi lolif eonSld1 lmotChembereThtee=eP°°tnadbtlMenutrreh Motrly tueteehee peyertt tMhen aaedR far"9h leetethe the WdhI . to Ttuea by.eay entb• teealrht ttrhrW rid tie owed b s. ant etpinisya bee. r dehiib ti peyhihenf for nhafrW W tlhery,e - eWr 4n ash ria � on blm �,� . '� slcran sew that fie syle wtw III wyi erAon we god" ForCmtbt%ffm lhlnt MstetP d 'd ties on WiTtA4-2002•" Coniecled l'toodTttiwee h t. TITLE - , .t ply Must must be fastened toge%or per ertplf feed b abre they am 84 &Bure to do oo can nbult iln roof eollaptfe, Temporary and Permanent brad are reWred and can saw 4fi and property and b the rnponslbllllty of the buss erector. Study Aw conbrlbb of tlwffw Included on ds&gr :.liumumustbeaetandtanedptr �to�il�adnvtpe TrLasee must be Get Plumb and eyupre •OD" a Ofm .k of OO� t !materlil or any- 00 NOT SET TRUSSES USING THIS (LAYOUT AMLAYOUT DELNBtpp VYM! TR USING � SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue For[ Pleri Florida 34982-6423 800-551.5932 --YolonpleM 712485-2012 r= 772.48 ell Beach 772"50,2012 ti-87�111 f}P_ iASta uYI, pL Qt4,.. Pte4elp " n 'ec. �r PrCSentatiVe",� > aPprr. c d.:. is NOT •ouble Check- of the contractor. The contraor shall remain responsible for checking field measurements and a other construction criteria. Architect's review Of trus very general roof shape, structure s strapping, and loading on /rom gravity and uplift their re true loca[pnnd 920/93.2 MITEK 4.2 Flpprn-an 13y: DESIGN CRITERIA County SAIIJ"`.-e.a. P.a Building Department SAINT LUCIE COUNTY Wind Design Criteria ASIDE 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. a°. _ Top Chord Live 20 Top Chord Dead 7 4.2 r m c Bottom Chord Live 10 Non -Concurrent E h Bottom Chord Dead 10 3 m TOTAL Load 37 7.2 m w Duration Factor 1.25 cc 105 1 Wind Speed 165mph u m Top Chord C.B. Sheeting by builder. m Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14"1 cj Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 GARAGE RIGHT 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. , Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1/4 = 1' 72 total trusses,13 different trusses" MI 4: SAE ACAD: SAE Reviewed By. Date: 04/24/12 Revised: =1/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III 7517 PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11323 �s�3 ':Wo/f_ SCANNED BY St. Lucie County