Loading...
HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL 41:11651.12 26 ga. 5v crimp metal roofing attached to pigwood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over A5TM D (type 2) 30 lb felt underlayment Installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails sppaced L" o.c. at all laps and two stagagered rows 12" o.c. in field. Attach .{n.L #.. t"....e. ��...... at♦s.. L.. e..• .4-6-1 .... ♦L.- °Lear 12" F71 F 12„ c thick light textured O O stucco on typical concrete block construction of Finish Columns with 5/8" thick cut coral finished stucco bands a.1111111IT! 1_ RIGHT ELEVA70N 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" i ELEVATION NOTES: Gulf Coast 5upplg and MFG Sy Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood lock 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 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 staggered rows 12" o.c. in Field. Attach deck to trusses using attachment detail on this sheet /8" thick x 8"w cut Dral finished stucco bands . , V 6111Y1 �Wu L Wl u1 5LuGGQ or] t. 1PIGgl GVr1Q1 LO finished stucco bands block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Flan - Roof pitch at 4.12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 9II451.12 — Any changes t0 this plan shall be submitted to the architect 24 go. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" uoodscrews with self sealing washer at 12" o.c. max spacing over ASTM D for approval In luriting prior to starting construction. (tgpe 2) 30 lb felt underlayment installed with min. 4 side laps and V end /� Stucco Window I I laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails — Return ,4 S t U C C O Bands into W I n d Ow Or Door . /spaced G o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet SCALE: 1/4" = 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 (type 2) 30 lb felt underlayment installed with min_ 41 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 staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at G" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 12 4 SLOPE 4 SLOPE +--5/8" thick x 8"w cut coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction ---0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LEFT ELEVATION SCALE: 1/4' = 1'-0" 5/8" thick x 8% cut — coral finished stucco bands 2" x 4" top plate II 1/2" drywall ceiling on truss bottom cord 1/2" drywall on " x 4" studs at 16" o.c. base —board 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill nterior Non -Bearing Partition 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION SCALE: 1/4" = 1'-0' nts Braden it Braden AIA, FA W nne BUILlI Corp. Architects - Planners S.E. Coconut Avenue The Grand C Tel el (112) 281-8258 Fax (112) 281-8283 S anish Lakes E-mail: bradenaia comcast.net Sp. Lucie Gaunt Florida Pit iiArt FL 'A499L tnn toor_nnA7 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands 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 Design is: Enclosed Risk Category: II Wind Velocitg: 1L5 mph ultimate Mean Roof Height: ll'-O" Roof Pitch: 4.12 Internal Pressure Co-effi ent: ±jQjI Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x O.L = 0.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.L pef Roof Zone: 2. +20.L/-51.0 psf Roof Zone: 3. +20.L/-84.0 psF Components t Cladding Wall End Zone Width: V-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 pef Wall Zone: S. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Det-ails Provided? Yes Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X BV Teat: psi SEE RODUCT APPROVAL F R IMPACT PROTECTION FOR OPENING ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAII psf FLOOR DEAD LOAD: 10 psf JOB ADDRESS: I0 El Camino Real Date Drawn Revisor, I —I L COP GARAGE raven b �"1 �✓ Oil LEFT Drawn by: �� C.C.u. Checked by: REVIEWED FOR D.R.B. CODE COMPLIANCE BOCC fttfi"* TO ROOF i TCH 0 = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones ® Roof Zone 3 Sheet Comm # l9-24 B OF 5 FLOOR FLAIL CRASH POST DETAIL TYPICAL NOTES: SCALE I/4" = I'-O° N.T.S. I. Contractor to verif ALL notes and dimensions prior to y p high by 4" diameter steel crash post. Floor steel proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Re uirements. q la a(3/ bolts into slab (3/8"t 50 ksI steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc.., to have a minimum 1,400 P.S.I. fiber stress.`31 -4. No dissimilar metals to touch. 2%2" 2A" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to m shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall be leveled and attached to bottom chord 93/8" ° 21A at ceilings shall 2/2" of trusses with screws per FBC R102.3.5. ° ° 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" Wide door at one bathroom for 2'/2" 2�" handicap accessibility requirements. h" 12" 12. Lowest finished floor to be set by Governing Building Department 4" 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 1L. 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 I" x 6" P.T. Buck nailed to Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 =.. C960C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed accord,ing to the following.• (FBC R102.3.5) Drywall Tfilcknese Location Orientation Framing Member Max. spacing of fasteners Nail sizingoptions For p installation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x I I/ long annular -ringed or 5d cooler nail 2 OR Walls Either 16" g" I6° 0.080" dia. x 1 5/8" long with Direction 15/44' head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 12" 13ga 15/8 OlRong with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail e -1/8" Walla Either I6" 8" 16" 0.092" dia. I long with Direction 1/4" head OR Gyypsum board nail 0.0915" dia. x 1 1/8" with 19/64" head. Install SGD thru buck into block with 3/14" 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 3/19" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product appro 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 CII18 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 #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 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 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails dpe s aced Cl. at all laps and two staggered rows 12 o.c. In field. Attach ck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) lod x 1 1/2' nails t 24" o.c.) supporting Max. 1810lbs. uplift Aluminum Drip i " �J Edge ItFasna /- 2" x 6" Sub -Fascia Kagcan full o vent vingl soffit i using 1/8" dia shank x 15" long rooring nails with 3/8' dia. head product approval - see chart s1 5/8" thick light textured stucco on typical concrete block construction #5 bar Vert. w/ 30" overlap at each filled call yam 12 PRE-ENGINEERED TRUSSES 4 �� at 24"o.c. TYPICAL (shop drawings by manufacturer) "\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute ad precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings tt1 1/2" drywall over 1' x furringg strips at 16" o.c. with R4.1 Pi -foil insulation on typical a' Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. bo Mortar to be Type 'M' only proportioned per FBC R601.1 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 (U #5 bar Vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Graded.: :i.'...... �'., : :... ..1... :..........." 1 IIII =1 I I III =1 * _ III Nil I HMHP �, III I I- III IIII-III I- -� I I I=1 I I I1 I I=1 I I-1 I I_ i 1'' -1i11 1111 " "14" x 14" Concrete footing 14° with (2) #5 bars Cont. end #5 T Y F 1 C A L SECTION transverse bars at 48" O.C. Scale . 1/2" = 1'-0" AREA CALCULATIONS Living A/C = 1444, 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 J��/ I2n 12 I MMASTHER I BA L v-I r I LAY-1 2„ I „ wM-1 2„ We-1 2" 2" LAUNDRY 3" 2" 2" 2' AAV JIL2' VTR 31, eT-1 31, 5-1 1 21 KTICHEN 2" 2„ LAV-11 3" 2" 2" 3„ wc_i BATH #2 1. PLUMBING RISER I I ■ I I" x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment 4: fixed door sliding door r. Masonry Wall al 1 1/2" N Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/I6" tap -con with Sliding D OOr D e t a i l I penetration at 6" max. fromom each corner and 20.." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A T-O" X T-Off 108" x 84" Overhead Garage Door ZONE 4 8 3'-0" X V-8" 41'/4''x 63%4" Fiberglass Panel - Inswing ZONE 4 x 81 '/2" 7;1; t°" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X 6'-8" Solid Core - Wood - 4-Panel F 5'-0" X 6'-8" Solid Core - Wood - 4-Panel - Bi-Fold G 2'-8" x C-8" x 1 %4° Solid Core Wood, Steel, or Masonite Door H 2'-8" X L'-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 4-Panel - 5-Fold K V-8" X V-8" Solid Core - Wood - 4-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor With manufacturers Specs prior to construction To Septic A/C Meter IE OPTIO�W_ Oa o O____1UIWI I IUE " EGRESS " A iv I 10 12" x 12" Concrete column / block Filled with concrete and (2) #1 bars Vert. tied into lintels above Covered Porch 12' -8" MASTER � l BEDROOM 8'-0" to T-8" A.F.F. 8'-0" A.F.F. Vaulte Ceding Flat Ceding GREAT ROM 0 I 1 helf Fel m Vanity to I I N 1 1 34 Y2"hig a 1 C L O E I 1 2" x 6" knee -wall 8' 0" to 9'-8" A.F.F. I rr r O 1 pt below counter top l Vaulted Ceiling 1 DINING i Rod t - J Shelf e" F; 1 ROOM ® ;\ 1 \\\\ 1 I v N T i-I ° \\ \ Vanity to be 1 1 34 Y2"high ° (41") 9Y,,, II'-O a/4„ High Wall KITCHEN O _ cc1 L 8'-O" A.F.F. Over -hang O N -IV Flat Ceding , Eatts Inwlation Je7detail W.H. uJ 1 a eel Ballard ybia-sbee� op 11„ $ 1 F W cal 22' x 54" Provide Auto Attic Access I I closer with light S I ! L-_--- _ e 150 Amp P nel m GARAGE E RGEN RESSY Ei O -4" A.F.F. 00 MT 0 Flat Ceiling N r-----------------i Block wall in garage to be struck block i I 1 I I j 14'-6" j I I I I A I I I 3'-5" 9'-0" 15'-10" Install windows thru buck into block with 3/10 tapconwith 1 1/2" penetration at 6" o.c. max from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior Face at head and sill per product approval of wall / \ Buck to be I" x 4" PT 8'-O" A.F.F. Flat Ceiling SECOND ;- BEDROOM EGRESS 1ui IUD T O_ COVERED 12" x 12" concrete PORCH with con rate and (2) Ill into lintals 3'-5" 2'-8" 2 4'-2" J 3Ifilifed I block ors Vere :s 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 Exterior face 2" x 6" PT Buck of wall / 1 O. m . I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT tte Wood ecrewa thru iamb into buck block with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15" o.c. max and Detail at- Windows prior to window attachment SILL BLOCK PRIOR TO BUCK D G'tal l at D OOr prior to door attachment INSTALLATION NTS NTS Braden it Braden AIA, PA one Building Corp. Date Drawn Revisions Sheet Comm Architects - Planners GARAGE 12-3-19 Drawn b REVIEWED FOR l - 2 4 TelS.E. Coconut Avenue The Grand Carlton LEFT 9' CODE COMPLIANCE 2 - Tel : (112) 281-8258 C.C.U. Fax (112) 281-8283 S anish Lakes 67 El Checked b ST. LUCIE COUNTY E-mail: bradenalaecomcast.net p y` St Stuart. FL S4994 #AAC000032 . Lucie County Florida Camino Real p R g nr° OF 5 Al STRUCTURAL MOTES: � 14'-O" , 20'-0" I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY - lo'-o" BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS PATIO/SLAB CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN ENGINEERING DATA FOR DESIGN. rL PROPER — — — —r �E 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9 DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF _ ° � ° — — — — — —I — — — — — — F J ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY =PER PERMIT INFO BOX ON SHEET #I X — L 1 © © 1 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO I I O Filled cell under 1 I FI i girder above SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, d I W I I 24" o 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. N Rear Patio/Slab t- I I O_ WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 11 J to be poured separate r from the house slab. F4 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR 1 �I O m (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. I Thicken footing to 5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS unde24%r x led14"a 24 1_ I I 1 FI under filed cell (] a if BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: I under girder bearing. Q ° °11110 ° OD I L — — — — — — — — _ — — — — — — — PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3 _ STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: I-1/2" �� Rear Patio/Slab to COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY 4 °UU I be flush with bottom of I ° PROCTOR VALUE. 13. m n.Mu LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 1 sliding door recess. `r H mN 6 Slope 1/2" 1 f- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE I ATTENTION OF THE ARCHITECT. IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 I _ PSI OF No.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. �GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER I FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 14. ALL LUMBER IN CONTACT WiTH ANY CONCRETE OR MASONRY SHALL BE ° I (] PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I i FOUNDATION FLAN ° O P1 1 I. Any changes to plans must be submitted to the architect SCALE: 1/4" = I'-O" H.B.I for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New I 4" concrete slab with fiber esh OR 1 E 6"x6" #10/10 WWM on 6 mil Vsqueen over termite fill notation and dimensions before starting construction. Construction. 1 clean compacted tr ated 3. Soil conditions assumed to be 2500 psf. Should any other conditions be o IFI 1 encountered, the architect shall be notified In writing for revision Soil treatment used for subterranean termite prevention i4 1 inside the foundation perimeter shall be done after all O I C 4. Verify all recess thickness at Showers, tile, etc.... excavation, backfilling and compaction is complete. I 1 S. Contractor to provide filled cell with concrete and 1 95 bar Vert. at 48" If soil area is disturbed after initial chemical soil treatment remen = \� / \ i i o.c. max. Provide (1) filled cell on each Side of openings up to 5 —11�� wide. area shall be re -treated with a chemical soil treatment a y Provide (2) filled cells on each side of openings from 6'—O" to 9'-11" including spaces boxed or framed. and Provide (3) filled cells on each side of o enln s from 10'-0" and u p 9 p Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation walls established bg the Florida Department of Agriculture and I I shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. 1 6. Contractor to v provide for Form Board Sure — Form Board Survey p y y Protective sleeves around metallic piping penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose I 0 H.B. I. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of e i between sleeve and pp. a copy of soil test to architect for review prior to construction termicide in annular spaceI 8. ALL Reinforcing be 60, ASTM A—l6 and 1 O steel shall grade meeting `� ° O _ _ A 35 specifications. ALL Anchors to be A 301 steel. -- --� ° I � 9. Provide a minimum of 3" concrete protection at footings and F 1-1/2 concrete protection at beams for ALL reinforcing bars. o A/C #I I 4"0 Steel Ballard FI filled w/ Concrete 0 1 Ijp1 I #5 bar vert. w/ Thicken edge to 8"x8" TYPICAL 4" fibermesh OR r 30" overlapSEE with concrete and concrete slab with filledcellECTIONS one #5 bar continuous Vxb" #10/10 WWM on 10 mil Visqueen over I 1 a � J I ` v� at each clean compacted termite treated fill =v 1 a E w v 1 1 1 —I on 'U 1 4" concrete slab with fibermesh OR GRADE 1 u�i 6 xb #10/10 WWM on I milVisqueen over _ •;;,+:r:;.r;;,. ,, ,;;.,� — clean compacted termite treated fill uu _ Grade4J 1 I I ° F1o0, I 100 c� N 1 ��II DI III— PORCH SLAB EDGE DETAIL i I '' 14"w 14"d -' p- 1 M ON x concrete monolithic —IIII III IIII— Pooting with (Z) #5 bars Cont. SCALE I/2" = I'-O" 1 s� 45 bar vert. w/ TYPICAL FOOTING DETAIL 30" overlap I F5 t* v I W Q Q i i i i i i O ODif `t u 0 rL SCALE 1/2" = 1'-0" at each filled cell SECTIONS AL ° x ° (3 1 1 1 ���111 in° 4" concrete slab with fibermesh OR Adjust curb height Filled Cell Masonry Column With One 14'-6" 1 6"x6" 410/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR #5 From Footing To Tie Beam Ln clean compacted termite treated fill slope. vxv #io/lo WWM on 10 mil Visqueen over Conc. Fill To Be 3000 PSI clean compacted termite treated fill I F5 I �a — rl 1 #5 bar cant. #S bar in curb See Floor Plan For Location ° L — — — — — — — — — — — — ° 1' Y.3 0 rs F.F. O 1.5" Recess for O — — p Step per foundation plan Grade Or; Garage oo - - -G$ 6 II - 6" _ ..._ .i .,.�.�O'-0" _ �-`v led x la" concrete lumn block filled p IIII— Filled Cell Column concrete and (2) bars Vert. tiait into Irntojs above single 10 (2) #5 bars cont. bottom steel 14% x 14"d concrete monolithic "" I I—i' NTS I I footing with (2) #5 bars cont. 141, r L) = I HIL H 1 C4HfCHC.t>= b I>=l`L)UW N SCALE 1/2" = I'-O 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter 16. below finished 30" Verify house slab height in field COLUMN FOOTING DETAIL ARAGE CURB DETAIL SCALE 1/2" _ 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Ceu riasonry 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 It Braden AIIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 34994 #AAC000032 WQrne Building Corp. The GrandCarlton Spanish Lakes St. Lucie County Florida A D FOOTING SCHEDULE Mark Size Description FI 14"111 x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 3o" x 3o" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8% x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS th With With Curb at Garagx 14"D e MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB a O'—Off GARAGE LEFT 61 El Camino Real Date Drawn 12-3-19 Drawn by: C.C.U. Checked by: D.R.B. Revisions REVIEWED FOR �GODE COMPLIANCE 30T. LUCIE COUNTY Sheet I Comm # 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 Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Pressure Zone I Lit 61, 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 4" 4" 8d ring shank Ipsf ** Zone 3a 6" 6" #8 wood screw 112.6 psf ** Use nails or s4rews based on presrure for roof stated in permit info box on these plans For zone 3 Concrete / Lintel Column Verify with Plan `Vt 1 Rebar to Lintel 12"x 12" Column Block �#1 Rebar 48 Bar Din. `tin. Overlap Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete 8U8-OB/OT precast lintel set in mortar Min. a' Bearing Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. ' 1'•rr: J C•�°��1 Provide PT Buck �..:. A attached per iamb I`;;;;I etmla into filled cal 4" Pre -cast SIII : F 4t; —Poured Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie %filled cell steel into continuous / footer steel. I " r Concrete Footing (see rooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN Scale: I/2" = I'—o" CBS WALL SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blockinig to vert. leg of trues with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall usingg 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into trues TRUSS BLOCKiNG DETAIL AIRDERAPPINttachment AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using Sd nails. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 d ga. 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 (type 2) 30 lb felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.26" ring shank nails s aced L o.c. at ell laps and two etaggered rows 12" o.c. in field, Attach dpeck to trusses using attachment detail on this sheet Additional #5 bars Precast Lintel Lintel Bar Clear "A" IBII Length Length Span Bars Bars +�`{! <• : {rj•;'+ ....: CLEAR _:. 2'-10" 2'-8" 1'-6" 2.43 none 3'-0 3'-4" T-2" 2,#3 none 8F8-OBAT ePe-IBAT BPS-I15/2T Additional 4'-0" 3'-10" 2'-8" 2,1t3 none #5 bars CLEAR. �.;•,+ ,i'.�,`,.' 4'-6" 1`4" 3'-2" 2,43 none no Raw or 'H" ^.: Block Above 5'-4" 5'-2" 4'-O" 2 #3 none `r; ;>::: wl Precast Lintel r: a�... 2,44 none y:::' I 6'-6" 6'-4" 5'-4" 2,44 none i Additional #5 bars `--_-JF T-0" 6'-2" ZUG none BFIL-IB/IT BFi6-I15/2T 8'-4" T-10" T-O'° 2,#5 none NOTES: I. min. coverage of stae1=1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 40. 3. standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of 'He Block Above " " Bottom Steel Size Top Steel Size Max Gravitg Load (PI Max Uplift Load (PLP) Max Lateral Load (PLP) L22 2'-2' 3'-V 8F8-OBAT 1 #5 3069 ISL9 1024 L31 X-V 38'-1' W-O' 8F8-OB/IT I #5 256I 1343 1L3 L45 4'-6" 5'-10" SFS-OBAT 1 #5 1105 909 339 L50 1I C-to BPS-OBAT 1 #5 1238 835 121 L90 L'-8' T-L" 8F8-OBAT I #5 1011 121 534 1_80 V-0e 9'-4' 8F6-IB/2T I #5 2 #5 152 591 512 L90 9'-0' 10'-L' 8P8-IB/2T I #5 2 #5 1.43 530 401 1.905 9'-O' 10'-L' BFI6-I15/2T ONE 1 #5 2 #5 1633 1183 401 LI00 10'-O' II'-4' SP8-I15/2T 1 #5 2 1 #5 582 1 494 452 LIOOB 10'-0' 1 11'-4' BFIL-IB/2T ONE 1 #5 2 #5 1366 1028 452 1_120 12'-0" 13'-4" 811138-115/2T 1 #5 2 #5 411 428 324 L120B 12'-O' 13'-4" BPIL-I15/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-O' 15'-4' BPIL-I13/2T ONE 1 #5 2 #5 1260 1.09 259 LILO IL'-O' 11'-4' eFe-I s/2T 1 #5 2 #5 300 192 194 LILOB IL'-O' IT-4' BPIL-IB/2T ONE 1 #5 2 #5 1 960 500 1 194 - 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 hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24" o.c.) supporting Max 18101bs, uplift Aluminum Drip Edge t Fascia 12" 2' x 6" Sub-F Kagoan Pull o vent vinyl soffit installed using 1/8' dia shank x 15" long gale. roofing nails with 3/8' dia. head per product approval - ere chart sheet 81 12' x 12' concrete column block filled with concrete and (2) #1 bars Vert. tied into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer I6" below Finished floor 12 F 4 horizontal wood into vertical w Aluminum Drip Edge It Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ila at each web on 3/8' hi —rib lath ,ration Into 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be Flush with bottom of Sliding door recess. Step per foundation plan Slope per foundation plan T Poured Cm concrete b Poured Contrail concrete block u Concrete / Manufacture chore Per Spec" lax Flush Mounted Shutter Detail Aluminum Panel Sites per manufacturer — See Tucical Stud Detail reprint. x was Wing d s w/ permeta washer end spacing `u per manufacturar'a Details 3 .osa• Is 09t' 0 E I Stud Detail Stud e/ Die Cast Zinc NTs Nickel Plated Wing Nut I/1• nts Brace Gable and with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss RE-ENGINEEREED WOOD TRUSSES m 24"o.c. TYPICAL ( shop drawings by manufacturer ) ra w 4 aJ Ou N m : ma UJI V . 0119 to a C E a co 10 t Lc r Brace Gable end with 2" x 4" SYF Slit back nailed t of top chords usir nails at each true "\R-30 blown fiberglass in bottom chord oP trusses I/2" drgwall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. In each row. Substitute precast lintel Filled with concrete and (1) 45 bar Cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 14" o.c. with R4.1 ?1-foil insulation on typical B" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. io Mortar to be Tgpe "M" onit� proportioned per FBC R401.1 and Mortar joints shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Strap truss to wall using Simpson MGT with 5/8 dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IfM nwila into trim„ Add hlnekirie to Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. i, NA V0, is FA 110 F MIKA i MR. UMMA SEA 142A I _�11 AV, I A NWA ffil WN, 11 Emu all NMI to MENOMINEE mini Nil NMI BENI FIII cell with concrete and Q o (I) #5 bar Vert. (typical). 'Max. spacing othearll not wise noeexceed 48' unless Base see founda attio rplaningnotes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermash OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L'xb' #10/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated Fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ; IIII I�- ' I-IIIII�I�IIIIi,�,llll= :11111111����IIII�iiilllllililllll���_ li... 14" FI )Ical Section at Front Forcl - FLAN N Ui 1- x t- L to I J- ,Ma no_ = CL s � as ti i a L 00 U 04 r 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 CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION -2-19 PANEL "A" Pdes SR Load Wire Description arc# arc# Description Wee Load BR Poles 1 20 1.2 kw #12 Refrigerator I Range #L 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 1.Dr er $10 5.0 kw 30 2 1 20 L5 kw #12 Kitchen S.A.C. I a 1 20 #12 Bathroom Racepts 9 10 Air Condepsor #10 5.0 kw 30 2 - 1 20 L2 kw #12 Dishwasher 11 12 I 20 1.2 ku 1 #12 Microwave 13 14 1 Air Hand[ #10 5.0 kw 30 2 I Is - #14 General Lighting Is IG 1 15 914 General Lighting m 18 WH #10 5.0 ku 25 2 - 1 15 - 814 General Lighting 19 20 1 15 - #14 General Lighting 21 22 Goo #12 0.81 KW 20 1 1 15 #14 General Lighting 23 24 spare - Spare 25 24 spare Spare 21 29 Spar: Spare 29 30 spars PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General Lighting (3. watts aq. ft.) Small. Appliance, Circu......................................... Range Refrigerator ............................ ..................... .Microwave..r ................................................... Diah,6sWa ............ Clothes..Washer .Clothes..Dryer,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Water Heater Garage. Door. opener ....................................... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 I 1 200 1.200 1 1,500 1.500 I 1,200 1,200 1 1,200 1,200 1 6,000 5.000 1 4.500 4,500 1 810 810 Total Watts 35AIS First 10000 Watts e100% 1 10,000 10.000 Remainder 25,615 e40% 1 O 10,246 Electric Heat or A/C 10,000 e65% I 10,000 10,000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps] el 11 Electrical S mbol Legend 5 Single Pole Switch ® Recessed Can Light $y Double Pole Switch ® Egeball Recessed e Push Button Switch Sf Exhaust Fan Duplex Outlet Ceiling Mounted Light mmiO Special Receptacle ♦ Wall Mounted Light aterpr ground fault circuit In ro Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Carbon Monoxide Detector 4t:? Flood Light TD Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack Telephone Jack .mac A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light KR Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION %B/A = BALANCED AIR gent-thlu---- Soffit FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With 41 Grnd 2" PVC Schedule 40 conduit 2 PVC Schedule AMP 40 conduit sleeve AMP MCs into attic MCB PANEL AHU PANEL AHU 200a rated meter can4 200a rated meter can Interegstem bonding Interagstem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termination point schedule 80 schedule 80 2" maid service PPL 2" rigid service FPL GEC Bar�e2\#!�, c�ps� wire CEC BarteL #`` e�Ae wire alvanzaed to (5 6'-O" &alv:izled ground rode ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER Meter U I � 17" I F W 22ex5" Atac Access 3 p with light II 3:1 L-----J a IL - -A 150 Amp Panel GARAGE r-----------------� I I I I I I I I I I I I I I I I I I I I I I I 163 CFM IOxlOxb MASTER BEDROOM 143 CFM IOxIOx6 �� I\ L ----- ------ a\ l 12x12x91 `✓ B/A CLOSE 8xgx4M I I 3 CFM ATH° 10, OPTIONAL PATIO/SLAB PATIO/SLAB I GREAT ROOM Cent1 169 CFM on ca l0xl& i 12" Registers g fan 169 CFM IOxlOxl DINING ROOM Exhaust Duct Thru Soffit rt 71-41, ix-----4" Exhaust Duct Thru WP ° Ulall °H.BWP GF I r I FM __Vent_ th-=der) owlet'�(,b,l 8 f� - - - - - -ender disc. NLCe�iOOT T It not shown or D 2ox2o A T H clarity I Q L L A/C -- - -- - nl IL" I j 12xLxlFM Meter SECOND BEDROOM I 12x12x8 �1 B/A COVERED PORCH MECH/4 ICA AYOUT - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. ii - ii manufacturers recommendations which manufacturers recommendations which SCALE: 1 / 4 - 1'- 0 shall be verified prior to construction shall be verified prior to construction - Verifg AIC/KIC Rating prior to ordering equipment - Verifg AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship free of defects for a of not less than two from 20. All equipment and panel sizes shall be verified before The contractor circuit routings to 2. Provide and wire all required smoke t Carbon period years ordering. shall provide Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the Job conditions. 3, Contractor to verify location of electrical year from closing sale of house_ service and provider. Correction of defects shall be completed without additional 21. Furnish and install all Fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that mag have been damaged. 6. Recessed cans to be installed per NFPA requirements. 16. It is not the intent of these plans to show every minor detail 22- All racewags and pipes placed in or through any concrete 1. Temper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from ang other service. 8. A/C Return Air Balance Must complg w/ FBC RM1402 the requirements necessarg for the equipment to be placed in 23. All exposed wire below 9'-I" shall be installed 1n metal EMT 9. A(�C Refriq.���qqr Lt lines that are run thru slabs must be proper working order. p aleeved in PVG IT. All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energg calculation shall comply With all local codes and ordinances, and shall 24. Dr_yer Vents to be installed perB II. All work shall be performed bg a licensed electrical meet all standard requirements of the local electric utility FC RM1502 contractor, the completed system shall be full operative. for and telephone company. 12. Contractor shall pag all Tees, permits, tee ing, and 13. inspections All including blower testing where required. be trades to 18. The electrical egstem shall be completely and effectivelg work shall coordinated with other avoid grounded as required bg the latest edition of the N.E.C. 14. interference with the progress of construction. All required insurance shall be provided For protection 19. All material shall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiagcomcast.net / MASTER BEDROOM OPTIONAL PATIO/SLAB , /'Covered Por&-, 1 l WP GFCI \ \ \ 1 \ I \ 1 �S I11 ITVI I Smoke / Carbon Grt R � A T Monoxide Detector Combo `�� R i1® M s I c I I I I I I �1 I =8 II I II I ll I I DINING ROOM -� \ I GFCI GFCI 7 1 N\ 1 KITCHEN 9------- 31 �2 II 1 7,�-.�n �i_.�n 59"�� 4C.M. Detectoronlgg per FBCR314.3 CLOSiE GF 42" GFCI (b W.H. f -2x54ss ' I ALUe Access with light J \ L 15Panel Optional panel location Pull chain \ light in attic 92" GFCI GARAGE Garage Door Opener r-----------------i I I I I I I I I I I I I I I I I I I I I I I I I r ELECTRICAL FLA IT I / © �J F FLU \ �O OCante �- 1 \`\SEDCOND ® B,�ROOM TV / P F3 1 WP GFCI Total Attic Space = 212.4 Sq. ft. Venting Ratio 1/160 = 14.16 sq. ft. required Provide A Continuous Vented Soffit Wunne Building Corp. Tie Grand Carlton Spanish Lakes St, Lucie County Florida SCALE: 1/4" = I'-O" Post Light with / o Photo cell c ma Date Drawn Revisions GARAGE 9 LEFT Drrawnaven by: (07 El C.C.U. REVIEWED FOR Camino Real Checked by: CODE COMPLIANCE D.R.B. ST. LUCIE COUNTY H.B. Exhaust Duct _-Thru Soffit a W re For Front Post Light Sheet Comm # E _ l B OF 5 A=LIFE SAFETY WARNING This symbols, identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. a` T _5PAGING NOTE ALL TRUSSES ARE TO DE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. All DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Span or less 60 degrees less x4l 112 ► Line span approx. Truss must be set this way if crane used. Truss -s on example, your truss may not match. Insist crane operator sets truss this way. 30' to 60' Span A SDreader Bar In Approx 2/3 to Line 1/2 of Span REFER TO BCSI ,ss must be set this way if crone used. This is an 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 A are installed. A AI F'2 HAIl Ill I—IlFR "III Ill 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. L1 REPRESENTS A MANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder Nails must be as shown. Guide tabs c Dome angle nails. SEAT PLATES BY CHAMBERS I' wf INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF B'-1" ABOVE FINISHED FLOOR 12 4.00 ­__ Rq rr) upset=1/4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT B'-1" TYPICAL END DETAIL R 12 4.00 r— 12 2.00 8�1 upset=1/4" heel=315/16" PLUMB CUT END It 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN ENGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers t 34 GARAGE LEFT FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED 6 RETURNED The legal description Of the Phil where the trusses will be Installed Is: " The undersigned acknowledges and agrees. I.. Tinsel WWq be made In strict accordance with thla truss placement diagram layout which Is the sole auNodlyfardetermining.strccesent fabrk'atbn of the buaaea. 2. AN dlmensiats h this layout have been verifted by the undersigned. .3. Unleds written. notles b provided by cergged roan to Chambers Trues WWthln on (107 days a degvary the undesigned sprees that no backcharges WWII be allowed..In the evem such written notice Is furnished Chambers Truec shall have three (3)asa days in which to begin rapaln required, or to subetitr{te othec Wues, at Chambers n. 4. The uodereigned eckrwiNadges receipt of "SCSI 1.03' summary sheet by TPI & WTCA S. Dail Is to job aft It Is the buyers'responslbney to make the Job site suitable for delivery. Chambers Truss has Me sob authorlly to determine ms sulab' of thl alto ors potion of die Job she for delivery. Chambers Truss will be recponelble for dump delhrery only. bTh adabu'ce�Job reels noble for additional dellval expenses If Chambers Tons has to redelhrer prepared for delivery or buyer Is not prepared for delivery of trusses. Buyer le responsible to Chambers Truss for towing coats due to site contleions: e, Price as shown Iq paragraph 7 below Is subject to change 9 any changes am. made in this.Iaybut. A $50 per hour fee for revisions maybe charged by Chambers Truss, ' , ..7. This Is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or if no; agreement a reasonable price. Invoice will be made on delivery and paid within terms of net bn deMery. Invoice may, be made at scheduled data 'of delivery If buyer cannot accept degvary of tabrfcaI teases. The undersigned agrees to pay Chambers,TNss reasonable atlomey'a fee for colieUhns In event of payment not timely made. 1-12 %per month ser4ce charge win be added for act sums not paid within terms. ' . S. Signature or Inn anywhere on this sheet constitutes agreement to all terms herein. 9, In consideration of Chambers Truss extending credit for this material the undersigned uncondidonary guarantees payment when due of any and all Indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such Indebtedness Including ahomays fees, h default In payment for material be made by the recipient % '10. In the event of any litigation concerning this agreement, the Rome Au shed hereundor or payment referred to herein, the, parties agree that the sple venue for any such aclbn will be Se1M kucts County, Morlde. 11. Design responsibilities are per Standard And FTotxmmanded Guldellnee On RaeponslWlltlea For Construction Using Metal Plate Connected Wood Trusses ANSI/fPUWTCA4-2002"' .. DATED AspreaCW barmaybe raged par'M=1-WtD plenertt kJlkay& damage. . Multiple ply trusses must be fastened together per engineering before they are sef, failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Infornatlon packet Included on delivery before setting trusses. TmmwramtbeadandbracedpardesigntDp vmtWary&damage. Trusses must be set plumb and square Do notset bunks or stack of plywood, roofing material or any 'Other co'tiCentrated loads on trusses, this can cause collapse. DO' NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plercej Florida 34982-6423 800-551-5932 Fort Pierce 772465-2012 Fax 772-465-8711 Vero Beach 772-569-2012 Stuart '772-286-3302 or Q1r*Mh'MI'F�€PaTo�tcs'rnM s rchitect'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 trussstrapping, and loading on structure from gravity and u their res Plift to ds and II, catiq/r,s. Approve Date 92.0/93.2 M11EK 4.2 Braden „ Hraden A LA. P.A. DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake 3 Loading in PSF Roof R.D.L. �o, ti Top Chord Live 20 H Top Chord Dead 7 4.2 r c Bottom Chord Live 10 Non -Concurrent oN -- Bottom Chord Dead 10 3 c TOTAL Load 37 7.2 y Duration Factor 1.25 o' Wind Speed 165mph Top Chord C.B. Sheeting by builder. H N Bottom Chord C.B. Sheeting by builder. w Highest Mean Height 14'-0" 'j Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the �aauChambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: r ^ Date: 04/24/12 Revised: 02/21/18 FOR Ti 6-4- 15'-10• WYNNE BUILDING CORP. 34' DESCRIPTION: GARAGE RIGHT 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT t M 11323 "7U 1570'7 CODE COMPLIAh (�'� erzMJti0 �-- ST. LUCIE COUN' 7 BOCC