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HomeMy WebLinkAboutBUILDING SITE PLANSGulf Coast Supply and MFG 5v Crimp Metal rooting FL #11651.12 2L ga. 5v crimp metal rooting attached to plywood 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 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails e�eeed 4" c.c. atalllads and two staggered rows 12" o.c. in held. Attach �_ thick light textured stucco on tUpical concrete construction Imo___---------u�__---•�.__�, -------6/8" -I-----------_�I --block Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4' - 1'-0' Gulf Coost Supply and MFG 5v Cnmp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x I.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ili Pelt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced L o.c. at all laps and two staggered rows 12 o.c. m Pieid. Attach eck to trusses using attachment deter on this sheet =L=VATIOK I K IOT=S Gulf Coast Supply and MFG 5v Crimp Metal roofing, FL #11651.12 2L ge. 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 (tgpe 2) 30 lb Pelt underlagment installed with min. 4 side laps and 4" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE Finish Columns with / 5/8" thick cut coral finished stucco bands 6/8" thick light textured stucco on tgpical concrete block construction REAR ELEVATION Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted Any changes to this plan Shall be submitted to the architect for approval in writing prior to starting construction. Return ALL Stucco Bands into Window or Door. /161 _ os �' ALL MANUFACTURES LA13LES SHOV ST. LUCIE COUNTY BUILD G DIVISIO U FACTORS AND SHGC COMPLIAN REVIEWED FOR COMPLIA E / WITH FBC ENERGY CODE MUST REVIEDATE WED BY �YL%Cf� /1% REMAIN ONALL� � _ DOORS AND WINDC PLANS AND PERMIT M T BE T ON )GB UNTIL INSPECTIONS ARE APPROVE SITE OR NO INSPECTION(S) WILL BE MADE CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD. SCALE: 1/4' - III Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 a. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and 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 Ir�E">E PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRECT101 REOUIRED BY FIELD INSPECTORS T MAY LE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE Co[ 5/8" thick x 8"w cut coral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nsis. Substrate to be 19/32' CDX Plgwood nailed at V o.c. in held and edges with 10d ring shank galvanized nails into truss webbing. 12 12 4 SLOPEoll 4 SLOPE OL '—I" T.O.B. 8'—I" T.O.B. 12 H. i 12" 2" 5/ w cut $ t ick x 8 h . thick x 8 w cut coral ■ coral finished stucco bands �. Q 3 coral finished stucco bands 3 ® /8�' thick8"w ®� ®.. c fished stucco b ors fin s ucc ands 5/8" thick light textured stucco on typical concrete ®®® block construction Jil= Finished— — — — — Floor ------------------------------------------- ree Fni d Floor -O 4 A.F.F. 5/8 thick light textured Finish Columns stucco on typical concrete finished stucco bands LEFT ELEVATION block construction FRONT ELEVATION SCALE: 1/4' - II SCALE: 1/4' = 11 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord I/2" drywall on " x -4" studs at 14" o.c. base —board —�, 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR OW #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill interior Non -Bearing Partition Braden it Braden AIA, PA Architects — Planners -411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiaacomcast.net nts Wynne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE i-10 for Wind Loading Bmlding Domgn is: Enclosed Risk Category.• II Wind Velocitg: 165 mph ultimate Mean Roof Height: Ii•_O, Roof Pitch: 4:12 ow Internal Pressure icient: to_ a t Subjectabilitg to damage from: Weathering: Ne bie TermiteeirVeru Heavu Width of Rod End Zone: 3'_4• Wind Speed. —AL —mph ultimate Wind Exposure Classification: C 1.21 x O.L 0.�26 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Rod Zone: I +O.L/-12.L pal Roof Zone: $. + O.L/— 1.0 10 pat Rod Zone: 3. +20.6/-84.0 pal Components t Cladding Wag End Zone Width: '— '' Components t Cladding Wind Pressure (NET) l—TI alrwone: 4. +35.8/-38.1 pal p = Roof Zone I G� Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pat Shear Wags Considered for Structure? Yes =Roof Zone 2 Continuous Load Path Provided? Walla Zone 5 Are Components an Cladding Dii s Provided? Yes ND ZONE Minmma Sal Bearing Pressure: O s. Presuirptive: X B Test: psi SEE RODUCT AP ROYAL F IM ACT P O E TION F R O E IN S = Corner Zones Roof Zones ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 pd FLOOR LIVE LOAD: _AF_ Pat FLOOR DEAD LOAD: 10 oat JOB ADDRESS: Date Drawn : Revisions GARAGE 5-23-18 5-23-18 Smoke detector revision LEFT Drawn by: C.C.U. Checked bg: D.R.B. Sheet Comm >t 1. 12-2� B OF 5 sl FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE I/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 34" 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 $lab (3/8% 50 ksl steel plate) a minimum 1,400 P.S.I. fiber stress. me L" 4. No dissimilar metals to touch. 2h" 2;6" S. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. o �" %2" 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 °3/a" ° 2y; 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 0 0 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 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 IN L" P.T. Buck flux not, less than 0.12 Watt per square centimeter. Exposed foam plastic insulation x block with case har< materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl with F.B.C. R316 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C'19, C475, C514, C630, C931 C1178, C12-18, C1395, C1396 be C960, C1002, C1041,C1111, or and shall Installed according to the following: (FBC R102.3.5) Dr wall Thickness Location Orientation Framing Member Max. spacing Pastanera Nail wzwng options for installation of drguall into Spacingof Maximum wood framing members Nmla Screws 2" x min. thickness Ceiling Perpendicular 24" 1' 12" 13ga 1 3/e" long with 19/1.4" head 0.098" diameter x 1 1/4" ionia annular -ringed or 5d cooler nail i2 OR Walls Either IL" g' IL" 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Ggpsum board nail 0.084' dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 15/8 Io g with 19/L4' head OR 0.098" diameter x 1 3/8" long annular -ringed or Ld coder nail Walls Either IL" 8" IL" 0.092" dia. xR 1 1/8" long with Direction 1/4' head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/44" head. Install SGD thru buck into block with 3/I4" tap -con with _- 1 1/2' penetration at V o.c. max. from each corner and 20.' o.c. max thereafter at head per product approval Use 3/I6" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20" o.c. max thereafter at sill per product a_ppro 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 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 accompanyin 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 Supplg and MFG 5v Crimp Metal roofing FL #IIL51.12 21 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 (tgpe 2) 30 Ib felt underlayment installed with min. 4 ade 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 staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or aqual hurncana anchor at each truss with (10) 10d x 1 1/2' nets ( 24" o.c.) suppportaig Max. lalolbs. up lift m Drip Edge Edge !Fascia 2" x L" Sub -Fascia Kaycon full o vent vinyl edfwt I using 1/8' die shank x 1.5" ions rooiins nails oth 3/8' dia. heed product approval - we chart sl 6/8' thick light textured stucco on typical concrete block construction #5 bar vert. a/ 30" overlap at each Pilled c-, Grade 12 4 PRE^a N24"o.c RED TYPICTRUSSES (shop drawings bg manufacturer) R-30 blown fiberglass in bottom chord of trusses /2' drgmall with smooth finish Two rows of beam block filled with concrete and (U 45 bar cont. in each row, substitute Car lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over 1" x furring strips et IL" c.c. with R4.1 fit-fail on typical 8' Block walls All drywall tote installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. �D Mortar to be Type "M' ailg proportioned per FBC RLOIJ and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and O #5 bar vert. (typical). Max.acing shall not exceed OOd 48" ulneas otherwise noted we foundation plan notes for %ss spacing at openings 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill I IIII III- 14" x 14" Concrete tooting with (2) #5 bars cont. and #5 TYPICAL SECTION transverse bars at 4e" ac to Masonry Beam nails Head fixed door aliding door 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 JL I 210 I i VTR Master r �� Bath I I I 2• Se;m; Lev. 40 111II • 2' VIIIIIII TR W.C.r3' sir. Kit. I Kitchen 2- Lev. WG Bhat#2 . 3' C.O. 7o septic PLUMBING RISER r x L' P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Well Bottom Track "--Typical Flooring Sill Install SGD thru buck into block with 3/I4" tap -con with Sliding Door Detail 1 1/2" penetration at V o.c. max from each corner and 20." o.c. max thereafter at Jambe per product approval At Masonry Wall NTS Jamb Window Schedule Mark Size Rouclh OlDen. Window Description PRESSURE ZONE 1. 4'-5ie"x 5'-3%" 54ks"x 13i4" Single Hung ZONE 4 2. L'-2ka"x 5'-3 a" 15' x 1.3 ii" Single Hung ZONE 4 3. '-2' x T-2 1/2" 2'Ii2"x 38 is" Single Hung ZONE 4 4. 4'-5i8"x 4'-2 1 54%11x 54 Ye" 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 'I'-O" lose x 84" Overhead Garage Door ZONE 4 8 3'-O' X L'-8" 411/i'x 83%' Fiberglass Panel - Inawin ZONE 4 C L'-O" X L'-9" '14" x 81 i2" �"' Sliding Glass Door ZONE 4 D 2'-O' X L'-8' Solid Core - Wood - L-Panel -St-Fold Finished 24' x 81 %' E 2'-L' X L'-8' Solid Core - Wood - L-Panel F 5'-O" X L'-s" Solid Core - Wood - L-Panel - Br -Fold G 2'-s' x C-8' x 1 %;' Solid Core Wood. Steel, or Masonite Door H 2'-e' X L'-an Solid Core - Wood - L-Panel J 2'-6' X 6'-8" Solid Core - Wood - L-Panel - Br -Fold K 2'-so X C-8' Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #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 bg contractor with manufacturers specs prior to construction 14'-0" 9'-4 " OPTIONAL PATIO/SLAB EGRESS N ° MASTER U= BEDROOM mn rik 8'-0" A.F.F. �u) Flat Ceding " e I In Me ©01� a lin o I I A/C Nr Meter J = v IB I i 1N CLO E I g i IW Rod 115helP 18" Dw -~� S,4TH KITCHEN O L J111118'C" A.F.F. O- Flat Ceiling L' -O 10'-5" Upper cabinets to EA rid over ReP. 8'-C .12" 12" x 12" Concrete column / block Pilled with concrete and (2) #R bars vert. tied into lintels above Covered Porch � I 8'-O" to19'-8" A.F.F. IRV Vaulteld Ceiling GR AT ROOM I I I I ry 2" x L" knee -wall 8' O" to 9'-8" A.F.F. below counter top I Vaulted Ceding I DINING ROOM I ♦ I ♦ Vanity to be I 34 Y24high c Hghi"Well II' 9%'„ -03/4" 3'-81, c I f-- 4'-I" -iu (R-II Dec w.H. w` 1 Taos 4 Steel Ballard _ Sae detail oA J,hla-shadIL I 2'2' x 64' f" 1 F Ul �n Provide auto I At a Acaess 3 p I closer _ _ Iiglit_, 1 22 Q _ y Amp a 4" _0„ " 1el o /II\ In GARAGE ° O A.F.F. Flat Ceding N O � or - - - - - - - - - - - - - - - - I Block wall in `r I gars®e to be -- � struck block 1 I c I I O I A I o ° EJ o .1111 3'-5" 9,-0" -- IS'-10" Install windows thru buck into block with 3/I0 tap -con with 11/2" penetration at L' oc. max. From each corner and 20.' oc. max thereafter at jambs and 20' oc. max. Exterior face at head and all per product approval of wall / \ Buck to be IN x 4' PT T- I BATH Rod It Shelf � 8'-O" A.F.F. Flat Ceding SECOND BEDROOM O, EGRESS i e �' ILH 1l'H LJ� I I o_ C Y E R D 12" x 12' concrete IPORCH with concrete and (2) into lintels I 1 3'-51, 2'-8" 2'-8" Exterior face oil I in 14, I in N lad jrFillvertie It IOn O :s 5'-4" 9' Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4' max from each corner thru 2" x L" PT Buck i4 v- I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT ore Wood screws thru Iamb Into buck III lock with case hardened nails ON ALL JAMB, HEADER, AND at each Mngs and 15' o.c. max and Detail at W i n d Ow S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail a t Door prior to doer attachment INSTALLATION NTS NTS an t Braden AAA, PA Wynne Building Corp. Date Drawn : Revisions : Sheet Architects - Planners 5-23-18 5-23-18 Smoke detector revision 411 S.E. Coconut Avenue GARAGE Drawn bg: Tel (112) 287-e258 The Grand Carlton LEFT C u 2 Fax : (112) 281-8283 $ anish Lakes Checked b E-mail: bradenaiaecomcast.net St. Lucie Count Florida g' 1rt. FL 3499L #AAC000032 y �' B OF 5 Comm 12-2� J I fql�lU1. I Ur�ttl_ I X U I L__%" 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 ISE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FiLL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. -I• 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 #1 EXPOSURE =loci, 10. ALL REINFORCING STEEL SHALL BE GRADE 60, 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 15. 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. GI85 RATING. I. Ang 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 ang other conditions be encountered, the architect shall be notified in writing for revision 4. Verifg all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'—II" wide. Provide (2) filled cells on each side of openings from 6'-0" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for ang other condition used. Foundation walls Shall have filled cells at 2,408 o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided t0 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 b0, meeting ASTM A —IL 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. wJ Thicken edge to 8"x8' 30' overlap EE 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 and Visqueen ovor clean compacted termite treated fill II —IIII III IIII— 14'w x 14"d concrete monolithic PootI with (2) #5 bars cont. 14" F I TYPICAL FOOTING DETAIL SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR VxV 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan r'• I.4../ 0" 12" 71 DETAIL AT GAR 12' x 12" concrete column block filled with concrete and (2) #1 bars Vert, tied into lintels above Top of rooter I6" below finished floor m (2) #5 bars coat. bottom steel STEPDOWN AI F 1/7" = I'- Verifg house slab height in field 30" COLUMN FOOTING DETAIL SCALE 30"x30"AC' concrete column footing with (4) 45 bars each way ma1C•lY 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, backfdhng and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4' concrete slab with fibermesh OR VA." #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL At ALP 1/'2" _ #5 bar Vert. w/ 30' overlap at each filled cell EE TYPICAL ECTiONS Adjust curb height based on gar. floor 4' concrete slab with fibermesh OR slope. 0XV #10/10 WWM on 10 and Visqueen over #5 bar in curb clean compacted treated Pill 0'-0" ® F.F. Grade aD E_ — •. — "' IIII I II 14"w x 14"d concrete monolithic footing with (2) #5 bars cant. 14" 5)GARAGE CURB DETAIL SCALE 1/2" = I'-e)" 2" x 6" PT wood secured with \ 3/8"dia. x V anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detall GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location 10, O S4 inale 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 Braden t Braden AIA, PA Architects - Planners -411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 [iff B E-mail: bradenaiascomcast.net N 14'-0" IF----- o--- m PATIO/SLAB i _r QI Filled cell under 1 PI O girder above I I 24" 20'-0" ---©tI°J I o i Rear Patio/Slab I O I r to be poured separate to ®I from the house slab. IL I " Thicken footing to 24% x 14"d x 24'L I FI under Pilled cell I n I under girder bearing. ° Q = m I Rear Patio/Slab to U c be flush with bottom of 'a u I sliding door recess. i Slope 1/2" I I 4" concrete slab with flbe 0D6 xb #10/10 WWM on 4.and ti 1 9, clean compacted termite t ID I °I i 1--✓ I i I i °I °I I I 3'-5" W(ur1ne Building Corp. The Grand Ca Spanish Lakes St. Lucie County Florida 0 1 N I 1 OR I en over I ° d fill I I I° I I; - I `- Fi I � I;- o II° — — — — — — — w.H I I 4'* Steel Ballard FI filled w/ Concrete ® 1 F�-ul moo= I I li°I I 0�w I IFQI aJy I ° a Z.., Eav I I I �J v I L wr U a 13 I \ \ I ` — _ _—_-- — ° i_ i_° ° ° °iit �# U w I o I ' = 81 s 14'-6" I 0 Recess for — — — — u F® r -) /�, N rl l Garage Door — — — — — — — — — ° 18 12" x 12" concrete column block fills with concrete and (2) #1 bars Vert. ti into lintels above FOOTING SCHEDULE Mark Sete Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30, x 1640 COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS YJ I4UWx With With 1at Garage Curb a MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn Revisions GARAGE 5-23-18 5-23-18 Smoke detector revision LEFT Drawn by: C.C.U. Checked bg: D.R.B. Sheet Comm # 3 12-2� B OF 5 ROOF SHEETiNG ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" S. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d on pressure for roof stated in permit into box on t�ese pans for zone 3 Ke Area Ede I Field Fastener Max. Pressure Zone I Lif L it 8d ring shank 45 psf Zone 2 14 L It8d ring shank -16 psf Zone 3 ed ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or s news based on res$ure for r of stated in permit Info box on these pl ns for zone Concrete / Lintel Column Verify with Plan Rebar 1.48 Bar Dla. Min. Overlap Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. ti Provide Cast -Crete BUS-OB/OT precaat --- - - -- lintel set in mortar Min. 8' Bearing -- -� -- Provide #5 bar set in pra-cas0 lintel into beam where length or the opening calls for it. P�ovida PT Buck attached per jamb Istals into filled o 4" Pre -cast Sill � e -- Filled Cell Provide #5 bars with min. 48 bar iamatore overlap in filled cell. Tie tiled call steel into continuous * C • i • Concrete footing a►' L+ �, (see Pooter schedule for exact sizes) DETAIL AT WINDOW OPENING iN CBS WALL Scale: 1/2" = 1'-0" "x 12" \\ nn Block Rebar to Lintel Attachment BEAM SCHEDULE Mark Slze and Description Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vsrt. bar over top bar with #5 90° bend bar with a 10* min. lap at top bar. SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' bloeI SN; to vert. leg of trues with lod x 1.nails at 4' o.c. Install Simpson MGT into ad using 3/8" die. threaded r t on. ON into not beam and (2 )15d nods into trume TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/6' thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layar of ASTM D Type 2 Pelt paper using ad nails. Substrate to be 19/37 CDX Plgwood nailed at L o.c. in held and edges with IOd ring shards nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood straws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlayment installed with min. 4 ode laps and 6" and laps fastened with corrowon resistant tin caps and with 1.25" ring shank nails spaced 0 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 SCHEDULE Mark 01111 8 I react -Crate Rom or Silock " Abov ease g Sea Maw uaw LW "am L ateral Lead L22 2'-Y V-0 ere-015/1r 1 85 3OL1 mill 1024 L31 J; ; v-r 4'-0' e111e-05/1'r 1 s6 25M 13i3 10 L45 4--1 W-W 8158-015/IT I s6 n06 101 331 L60 6'-0' V_V B11111e-Olilrr 1 $6 1234 e36 121 Li L'-8' 11-C al=e-OBAT 1 86 Ion 121 634 L80 W-0' V-4' #P@-IB/2T 1 a6 2 96 152 511 512 L10 Y-Om 10'-6' e1118-I8/2T I SO 2 66 643 530 401 Li 1'-0' kW-0 BFIL-15/2T ONE 1 $5 2 95 539 ne3 401 Li 10'-O' W-4" 91IN8-I5/2T 1 a6 2 4116 582 414 452 L1006 101-0' i 1111"-4' 8110I6-18/2T ONE 1 a5 1 2 s5 a" 1028 452 L120 12'-1 n3'-4' 611`0-115/2T 1 a6 2 1 95 411 428 324 Li 1u7-�0/�" W-4" AIL-18/2T ONE 1 s6 '1 s6 111M 110 $24 Li W-09 E1-4' ePIL-IB/2T ONE 1 #5 2 s5 1290 604 St6'f LIAO li'-0' IT-4' 8108-16/2T 1 a5 1 ii 300 M2 N4 Li W-O' 1'1'-4' rl111"IL-Ib/2T I ONE I a6 2 s6 no 1 500 1414 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0' LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal uoa h (10) IOd x la1/2'nails- ( 24' o c.) auppporteng Max. 1810161. uplirt Aluminum Drip Edge k Fascia 12" 2" x 6' Kaycon full o vent vinyl oi installed wimnpp 1/8' des shank x 5' long golvi. rooraig nsib with 3/8' ilia haad per produet approval - we chart *beet #1 12' x 12" concrete column block filed with concrete and (2) #1 bar* vort, teo into hotels above thicken edge to 8"x8' with concrete and one #5 bar continuous BEYOND Top of factor 16' below finished floor 4 1/2' Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable and truss with (2) IOd ii at each mob \ hr-nb lath vertical wood s to proved. xatme esa 3/4' penetration members 5/19" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vert. all 30' overlap at each filled cell Rear Patio/Slab to be Plush with bottom of sliding door recess. Step per foundation plan C3 Slope per foundation plan `r Brace Gable end with 2" x 4' SYP #2 8h back nailed to bottom or tap chards using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES a 24"o.c. TYPICAL ( shop drawings bg manufacturer ) � X O� N c H1O�L LU =s a a 10 ti 00 q it °° O CT) `� 4 w Brace Gable and with 2" x 4" SYP #2 min. aft back nailed to bottom-- or top chords using (2) IOd nails at each truss a \R-30 blown fiberglass c in bottom chord of trusses C m -1/2" drywall with smooth finish m o Two rows of beam block filled with concrete -and (1) #5 bar cunt. in each row. Substitute u precast lintel filled with concrete and (U #5 or cunt. for bottom row over opening° v 1/2" drywall over IN x furringg to stops a't IL" o.c. with R4.1 fi-foil -insulation on typical 8' Block walls All drywall to be installed per FBC R-102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Tgpe "M" only proportioned Der FBC R6011 and Mortar, joints shall comply with FBC R40 1.2.1. Provide Dur-O-Rock at all wet areas (ax. showers. tubs etc...) Fill cell with concrete and (D R #5 bar vent. (tgplcaD. O O F Max. spacing shall not exceed <l Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8die. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet set or in epoxg with nails into truss. Add blocking to per detail on this sheet ( 2�f" o.c.) ETA 20 1810 supporting Max. pp 9 lbs. uplift 1�\ . r..1' � dl OIL I ��I OWN, r", I I el�11111111152M I rwa 91WI 4A 2) 30 lb fit-, lagper MAP e�11 � �r it Ia�M I Mile FLAN Wood 48"see found otherwise noted — OVERHANGS AT 1'—O" UNLESS OTHERWISE NOTED ON THIS SHEET Base see foundation plan notes for J spacing at openings — 4" concrete slab with Pibarmesh ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L"xL" #10/10 WWM an L and Yiaquaon over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE N Ul N w a � JC O q C N n _ ti to 1° 00 co o ot1' t v_ cV s ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION It Front Forth — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION OPTIONAL PANEL "A" Poles SR Load Wire Dasenption circa arc# Description Wire Load BR Palms 2 40 1.0 kw #8 A/C camp 1 2 AHU #10 3.5 km 30 2 3 4 2 30 4.5 ko #lo 40 gal. water HTR 5 L Rarigm #L 12.0 kw 50 2 a 1 20 1.8 kw 812 Pump 9 to r $10 5.0 kw 30 2 11 12 I 20 1.5 ke #12 13 14 01*mesher 812 1.2 kw 20 1 1 20 1A ke 812 Microwave 16 IL Rerrrgerator 812 1.2 ke 20 1 1 20 1.5 ke $12 Kitchen S.A.C. n 18 Recepts $12 20 1 1 20 1.5 Its 912 Kitchen S.A.C. to 20 Rocapts 812 20 1 1 20 1.2 ke #12 Clothes Washer 21 22 Recepts $12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recapts 812 -- 20 1 1 20 1.4 kw $12 26 26 Recepts 812 20 1 1 20 1.92 kw 812 21 28 Recepts 812 -' 20 1 1 20 #12 General Lighting 29 30 Recepts $12 20 1 - 1 20 812 General Lighting 31 32 Recepts $12 20 1 - 1 20 $12 General Lighting 33 34 Exterior GFCI #12 20 1 - 1 20 012 General Lighting 35 36 Bathroom GPI #12 20 1 - 1 20 812 Smoke Detectors 31 38 General Lighting $12 -' 20 1 - 1 20 #12 Bathroom GPI 39 40 General Lighting' #12 20 1 - S are 41 42 8 are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watta) General Lighting .(?. watts aq, PtJ A401 e.......... .. I?efrigerator Mic.rowave .... ............................................................ Dish Washer Clothes..Washer............................................... Water. Heater. _ .... Water Pump .............. ....... ............................. Garage.Door.Opener .......................... 1135 3 6205 2 1,500 3,000 1 12,000 12,000 1 1.200 1,200 1 1500 1500 1 1200 1,200 1 1200 1200 1 5,000 5,000 1 4 500 4 500 1 1.800 1.800 I 810 810 Total Watts 31.415 First 10000 Watts e100% 1 10,000 10.000 Remainder 21.415 040% 1 O 10.966 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30.96L Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Ampal Electrical S mbol Le end S Single Pole Switch ® Recessed Can Light %% Double Pole Switch ® Egeball Recessed e Push Button Switch 0' Exhaust Fan -9 Duplex Outlet Coiling Mounted Light =0 Special Receptacle 0- Wall Mounted Light aterpr ground fault chart Light with Pull Chan lattia) ® Floor Duplex Outlet O Computer Connection Jack Fc-ml Carbon Monoxide Detector 4& Flood Light Q Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Coiling fan ® Television Jack © Telephone Jack A Disc A/C Disconnect ® I x 4 Florescent LI t ® 2 x 4 Florescent Light ® Speaker Hook -Up III Intercom 193 Claim lOx1Ox4 MASTER BEDROOM 11.3 CFM IO)d" ° 12 A)�i 1i - CLOSE ol ®x4n I YSCIL_thClL_-- Soffit ,dt T H LL 12n PATIO/SLAB I I GR IAT RO(M I I I FM an a* K I L- - - -- i - I' a Registers g { I0 CFM loxioxl DINING ROOM ° ATHI� Vent thru I I- #1 _ I � sr x r>4� �" F � I i16• Attie Axes I stein L - J I Q JI 1' 1I 2x32G CFM ---- IL _�� ImM J 150 Amp Meter Panel m� GARAGE r----------------- i I I I 1 I I I I = JUNCTION BOX TO SUPPORT A FAN � � � � � * I � � � � � � Y O U T O = THERMOSTAT LOCATION I �l B/A = BALANCED AIR SCALE: 1/4" = 1`011 Electric Notes: I. Use copper wire only, no aluminum. 11, It is not the intent of these plans to show every minor detail 2. Provide and wire all 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 to. 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 RM1602 19. The electrical system shall be completely and effectiveI 10. A/C Refri rant lines that are run thru slabs must be rounded as required b the latest edition of the N.E.C. sleeved in Alec g q y 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 fullq operative. 13. Contractor shall pay for all fees, 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. 16. 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. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 SECOND BEDROOM 13x12x6 �1 B/A COVERED PORCH A/C disc. Go 3�/O Alumin1 /a' Conduit 2• PVC ( FPL)-� 2' rigid service FPL Bar #L cap DDs wire to 7g5 cant. Year mi slab ELECTRICAL RISER - Contractor &hall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GF Install owlet o under disc. �� not shown or S) clarity A/C Meter MASTER BEDROOM CLOSIE OPTIONAL PATIO/SLAB i ,."Covered Pore,-, 14 WP GFCI � 1 1 � I I Smoke / Carbon G R A T Monoxide Detector R OM Combo I � I I I I I I �I I © II I II I II I II I I DINING -•� GFCI I I ROOM 1, FC GFCI GFCI A/i KITCHEN I IL------ s /24`1 3`2" .3'-2" RmFr F t -�1 C.M. Detector only per FBC IT R314.3 / - -9` .- 42" GFCI W.H. Attie Nth �;rwa ` L 150 Amyl Panel \ poptians, Pull chain panel location \ light in attic [C7� \ - 42" GFCI GARAGE Garage Door Opener I I 1 I I I I I I I I I I I I I I I I I I I ELECTRICAL FLAN / cl � O Cente � M \S E C O I�T`r5-4 BgDROOM n;mt-\ I '0 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq, ft. required Provide A Continuous Vented Soffit Winne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida WP \\� COVERricr/ I-1 - Pz3RC H SCALE: 1/4" = 1'-0" Post Light with Photo cell I 0 n 41-3,1 Date Drawn Revisions : 5-23-18 5-23-18 Smoke detector revision GARAGE Drawn bg: LEFT C.C.U. Checked bg: D.R.B. H.B. Exhaust Duct �Thru Soffit Wire For Front Post Light Sheet Comm # - j 12-2� B OF 5 Il A=LIFE SAFETY WARNING This symbol Identifies Life Safety Warnings that should be read given special iatiention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A I I A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30'Spahlbr less V\ 0 degrees or less il— i1 /2 � T g Line span pprox. REFER'TQ BCSI Truss must be set this Way if crone used. Truss is on example, purr truiss may not match. nsist crane operator sett truss this way. 30' to 60' Span SDreader Bar frog Approx 2/3 tom Line 1/2 of Span REFER TO BCSI sss must be set this way if crone used. This is an example, truss may not match. Insist crane operator sets truss this way. AIII load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A AIRIF iANE=),IEF=R N4-->TE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. IU REPRESENTS A HANGER For Truss to Truss Connections see hanger/connector ileI in engineering SEAT Carrying Girder---- as tabs ails. .TES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF V-1" ABOVE FINISHED FLOOR 12 4.00 F___ 31 upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT V-1" TYPICAL END DETAIL 12 4.00 I- 12 2.00 8- upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-l" END DETAIL: A �► ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' I �► Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT N L=NGTH e. 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 s 3pping and loading on structure from r;„ ity and uplift loads and their r .; _ t. FABRICA'noNP TRUSSES C~ Be AMM AGREEMENT �P�Patiywherethe18edIkb: - & • tneaea taa be lnsInstalledRETURNEe 1:. w0 be tlw* d"bthesoleoupi,oftfardnlrntkdli0 waftthb,teeP1ecertteta°,,Tait! 2.-A1 dMenskns in pole layout have been teellcatlon ame lewsy,qv'teyout, xh %mein notice is f bad'�oy�bvepp � �t+h tea (,p� c! ddeery the ILThe lipMika led dtvro" oCh7T's'cry ad° � au=vLd amwh�Wt 6. 01110MY b ro Job ate i, I a'9csl 1-03* "nenaty upaett W by Trl 3 °eery. tl;r a Thta ha ew Sol a �e to nt. the lob see ms tibn tdtlts Job eke aas,..,r rw"...f0 daeml4ls the a.M.rus". �_ _ !Ntebte for uponslWe to Charnberi,a'r es lbr r bb, ysr a not hee b redeem kof itte". ASW�hor r �Y 4*090 toone°x°wellisduabliftC alls�istttadsejh a reasonable ORDER w. to Veirribers 0�ttett�ets Tnas, • " , Invoke*ably-be Insole et &dfebrkewrodtAed Then Pend of * Wine oPrt ro tormllecftel a� �� aproee b p ChamYDnotore,Tp� laasa ble 10 oddedTerdeumsnatpddwlMbt thltely"af1-1rz%parmorttiteeJt�oe ddenpon ofM �n"ft r'b°0l eWeemela to am temn{�ar�l,,, A t by any, paraNarlt whit due ' «edp arry fa. Me#19 eu �Vy kwit by of dy f- nwd"W and the and ap to ewxd of atpvttteys feee. a dste,dt in Perntxtt br a'stedet nta'ade q, the '. ' the, Perils IWN theta wuata Million ounde e"I'°rotes am per-Natbrlgl rAA- Ustl>0MehlPlate Contten�.,tut�nbttdedOWdernsson I •- =Molt! le � mm --�, �."'rgat+e►Ta:�1-03'bpawrkk�y& before the must be fatitened tOgeCter per engineering Y set; faflure to do me can relsultin roof a TollapiFe Temporary and Pemwnernt brecl'6 are required and an save life and property and Is the teapcImilbility of the mars erector Study the contents of the Infcmu'cn packet Included on dellvery before settling t►'ueses Tntesee mwtbeaetard bracsdPOrdesrpntopral ent"& dsirteg. Trusses must be sat Plumb and square Do not W bunks or stack ofon ply bwetydr � material or arty . 'iter cdtiCentnted loads tares es, this can cause collapse DO -NOT SET TRUSSES USING —THIS LAYOUT USE LAYOUT DELNEREp Wn}I TRUSSES TO SET TRUSSES ' CHAMBERS TRUSS INC OleA. - - 3105 Dleandelr Avenue FortPlercei Florida ,54882-6423 800-01.5932 Fort Plems 772485,W12 Vero Beach " 772a6g-2012 Psx-4t�-6T11 nWUCCDeTS uaart.TY 260-=2 r1 92.0/93.2 MITEK 4.2 DESIGN CRITERIA - --� County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method M'INFRS/C-C hybrid Wind ASCE 7-10 Material Shingle or Shake c IRoofing Loading in PSF Roof R.D.L. Top Chord Live 20 M ' Top Chord Dead 7 4.2 n1 .2. Bottom Chord Live '10 Non -Concurrent Bottom Chord Dead '10 3 ,° `I m TOTAL Load 37 7.2 m �) 3 I Duration Factor 1.25 T Wind Speed 165mph d 0 to Top Chord C.B. Sheeting by builder. w Bottom Chord C.B. Sheeting by builder. 3 tL-� Highest Mean Height 114r-0" Building Type E=NCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 GARAGE RIGHT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the L:nambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:04124/12 Revised:02/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 75�� 62' GRAND CART: TON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11323 lgtoo