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Home My WebLink AboutBUILDING SITE PLANSGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11G51.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood ,'crew, with self sealing washer at 12" o.c. max spacing over ASTM D rtgpe 2) 30 lb felt underlagment installed with inn. 4' side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank naila spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach LFE87122019 deck to trusses using attachment detal on this sheet ty, Permitting 12 4 SLOPE 18'-1" T.O.B. — o. 5/8 thick light textured stucco on typical concrete block construction 0'-0" = Finished Floo thick x 8"w cut coral finished stucco bands LEFT ELEVATiON SCALE: 1/4" = 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 wood screws with self sealing washer at 12' o.c. max spacing over (type 2) 30 lb felt underlagment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with 1.25" ring spaced L o.c. at all laps and two stagggered rows 12" o.c. in fie deck to trusses using attachment detal on this sheet i 5/8" thick x 8"w cut oral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 15" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field, Attach deck to trusses using attachment detail on this sheet 12 �OPE 4 THESE PLANS AND ALL PROPOSED WORK ARE StISJECT TO ANY CORRECTIONS REQUIRED 5Y FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. /9b 2 G ISIf?N ST. LUCIE COUNTY LIP, E ALL MANUFACTURES LABLES SHOWING REVIEWED FOR CO ALL s' U FACTORS AND SHQC COMPLIANCE REVIEWED BY BE K PT ON ]OB WITH FBC ENERGY CODE MUST PLANS AND PERMIT MU SWILL BE MADE REMAIN ON ALL DOORS AND WINDOWS SITE 0R NO INSPECTIO l ) UNTIL INSPECTIONS ARE APPROVED 8'—I" T.O.B. 12" C H. G IL0'-0" = Finished Floor 0"7 5/e" thick light textured Finish Columns with stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands REAR ELEVATION L=VATiON NOTE : — Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at +12 unless otherwise noted Ang changes to this plan shall be submitted to the architect D for approval in writing prior to starting construction. ind ails — Return ALL Stucco Sands Into Window or Door. . 5/8" thick x 8"w cut ::.. 3 Cora finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction -- — — — — — — — — — — — — — — —_———————— — — — — —— - -—_—_r._�r._., RiGHT ELEVATION 12 SLOPE 4 SCALE:: 1/4' = 1'-0' 2" x 4" top SCALE: 1/4" = 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5' wood screws with self sealing washer at 12 o.c. max spacing over ASTM D fte 2) 30 lb felt underlagment installed with min. 4 side laps and V end lapsypfastened with corrosion resistant tin caps and with (.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 detml on this sheet 2" _ (DD El 5/8" thick x 8"w cut coral finished stucco bands = Finished Floor Finish Columns with 5/8" thick light textured CO. IV 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATiON 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 19" o.c. base —board II II / 21, x 4" P.T. bottom plate 4" concrete slab with fibermesh OR L"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Searing Partition n 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 SCALE: 1/4" — 1'-0' q 5/8" thick x 8"w 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 f=ROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Budding Design is: Enclosed Risk Categorg: " Roof Pitch: 4:12 II Wind Velocity: I45 mph ultimate 0Y9 Mean Roof Height: il'- Cent: Internal Pressure ±o_IB Subjectabihtg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: IL5 mph ultimate ire Wind Exposure Classification: C Adjustment factor for Exposure Height: L21 x 0.6 = 0.12L ASD design Load Combination: ASC . 1-10 Section 2.4 DL+LL: DL+O.LWL. O.LDL+O.LWL Components I Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.L par Roof Zone. 2. +20.L/-5Z.0 psf Roof Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4' _ Components t Cladding Wind Pressure (NET) Well Zone: 5.+35.8/-431.8 par' R Zone I Walls Zone 4 Components E Cladding Wind Pressure (NET) on Garage Door.+32.0/-40.3psf Shear Walls Considered for Structure? Yes Roof Zone 2 Continuous Load Path Provided? �'ea Are Components an Cladding Detai s Provided? Yes Walls Zone 5 END ZONE Minimum Soil Bearing Pressure:2.500 pal, Presumptive: X By Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLAss: BOTH: NEITHER: Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31_ pat ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: J_5 oaf FLOOR DEAD LOAD: of JOB ADDRESS: rf L 0 0 R FLAN ,H, CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verrf ALL td drior to � noes animensions p high by 4" diameter ssteteel 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 slab (3/8"t 50 kai steel plate) a minimum 1,400 P.S.I. fiber stress. `" 91. -4. No dissimilar metals to touch. 2%" 2%" 5. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. h" h" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o �, shall be 3.000 P.S.I. concrete and/or 1,000 P.S.I. grout mix 03/6" o 2% 6. Drywall at ceilings shall be leveled and attached to bottom chord 4 of trusses with screws per FBC R-102.3.5. ° ° 21'j 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 2'r;' ;2- handicap accessibility requirements." 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door e= Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 Der 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 Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 1" x V P.T. Buck nailed to 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. - dition h R 16 see permit Info box of code e 3 p 18. sum board material shall on C�9 C �5 C514,C6 O C9 I G p h conform to ASTM C (. �3 3 C40, C1002, CIO-f7,CiIII, CIli8, C12rt8, C1395, or C139L and shall be installed according to the following: (FBC R-102.3.5) Drywall Thickness Location OrienteUon Framing Member Max. spacing of faseners Nail azing options for dryywall Into Spacing Installation of Maximum Nails Screws wood framing mbers 2" x min, thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/L4" head 0.098" diameter x 1 1/4" Iong annular -ringed or 5d cooler nazi OR 0.080" dia. x 1 5/8" long with Walls Either 10 g" 1L" Direction 15/44" head R Ggpsum board nail 0.084" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 121, 13ga 1 5/e" long with 19/64" head OR 0.098" diameter x 1 3/8" Ion g „ annular -ringed or Gd cooler nail OR 0.092' dia. xx 1 1/8" long with Walls Either 14" g" 14" Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1 1/8" with 19/L4" head. Install SGD thru buck into block with 3/14" tap -con with _I 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I4" tap -con with 1 1/2" penetration at G" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the 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 8-4. insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2G ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb Felt underlagment installed with min. 4 side laps and G" 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 Simpson 44ETA 20 or equal hurricane anchor at each truss 12 with (10) I0d x 1 1/2" ( 24" o.c.) supporting nails Max. 41 PRE-ENGINEERED TRUSSES 1810lbs. uplift at 24"o.c. TYPICAL �., (shop drawings by manufacturer) Aluminum D" \R-30 blown fiberglass Edge t Fascia V-1/2" in bottom chord of trusses drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete end (1)#5 bar cant. in each row. Substitute Kaycan full o vent vingl soffit installed usingg 1/8' dia shank x 1.5' long precast lintel Filled with concrete and (1) #5 bar cont. for bottom row over openings gals. roaring nails with 3/8" die. head per product approval - see chart sheet sl 1/2" drywall over I" x furringg stripa at IL" o.c. with R4.1 frfoil insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete I and shall meet all pertaining ASTM codes. "M" block construction �o Mortar to be Type onlg 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...) #5 bar vert. w/ 30" overlap FIII cell with coand at each filled cell (U 45 bar Vert.. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for Base spacing at openings 4" concrete slab with Fibermash OR OxV #10/10 WWM on 6 mil Vis ueen over clean compacted termite treated fill Grade- ,.:-...-..... .: •, .., . ; :.:...:.... ,IIIII -�HIM -��- III 14' 14" x 14" Concrete footing with (2) #5 bars Cont. and #5 TYPICAL SECTION transverse bars at 48" O.C. Scale : 1/2" = 1'-0" N.T.S. Head Fixed door sliding door E/2" AREA CALCULATIONS Living A/C = I,,47,4 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 116 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. Total Cubic Ft = 11,192 2' VTR JiL I I I 21' VTR Mastery/� Bath ka She. W.C. Septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom— Track "-,Typical Flooring Sill- Install SGD thru buck into block with 3/I6" tap -con with Sliding Door Detail I I/2" penetration at L" o.c. max. rom each fcorner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough O en. Window Description PRESSURE ZONE I. 4'-5%a'x 5'-3%" 54%8"x 43%4" Single Hung ZONE 4 2, V-2%a'x 5'-3 %a" 15" x to %4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21/2"x 38%" Single Hung ZONE 4 4. 4'-5ke"x 4'-2%" 54%s"x 54Pa° 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 Rou h Opening Door Description PRESSURE ZONE A 9'-0" X i'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X L'-8" 41'/4"x 83%" Fiberglass Panel - Inswing ZONE 4 6'-O"X6-8" � 8�° or:taC /u Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - 4-Panel -51-Fold Finished 24" x 81 %i' E 2'-G" X 4'-8" Solid Core - Wood - G-Panel F 5'-0" X 4'-8" Solid Core - Wood - 4-Panel - Bi-Fold G 2'-8" x C-8" x I s/;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 4-Panel J 2'-G" X 4'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-e" X 6'-B" Solid Core - Wood - 4-Panel - Bi-Fold L 1'-6" X 4'-8" 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 #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Opt. PATIO/SLAB p 12" x 12" Concrete column m I block Filled with concrete and (2) #1 bars Vert. tied into lintels above Covered Porch I e 8'-0" to'-8" A.F.F. " Vault9d Ceiling if G EAT (0OM I E I I e I 21_�n I I - I ❑" N 8'-0" to 9'-8 .F.F. 2" x 6" knee -wall Vaulted Ceiling below counter top DINING ROOM ° I aye I i Vanity to be I �� 34 Ys"high Ln O 13'-Os/+ 9)411 (41") o _ High. O ..ru., I - 141-01, EGRESS 12'-8" I MASTER BEDROOM 8'-0" A.F.F. Alil"i Flat Ceiling KMI Rod 'I shelf I -0I bo I L SET 8' Rod i Shelf \Dw I C I KIITCHENo I - - J n 8'-O" A.F.F. Flat Ceiling ® i 10'-51, 6'-O" Upper cabinets to extend over Ref. Q M a. I N Ineweiion r 4"� Steel Ballard ' r ' 1 ee etail on this sheet IT r 22" x 54" 1 Provide auto 6 Attic Access 1 closer Q Q 211 light L _with _ ODG'-o" 4" a I50 Patm1 E GRESS Y GARAGE T ° " 8'-4" A.F.F. C i ( Flat Ceiling c I EGRESS j1EI 1 12 1E E ° 121, x 12" co crete column block oiled C YER D with concrete and (2) #1 bars v rt. tied ORC / into lintels above 12'-6" 1'- Install windows thou buck into block with 3/16" tap -con with 1 1/2" penetration at G" o.c. max. from each corner and 20." o.c. max thereafter atjambs and 20" o.c. max. Exterior face at head and at{ per product approval of wall -\ / \ Buck to be I" x 4" PT r----------------- i Block wall in 1 garage to be l struck block I I I I j 14'-L" j I I I 2,_8" 31_51, 91_01, 31_511 P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER, AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Exterior Face fdler� A/C o I Meter 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 6" PT Buck Detail at Uoor crews thru ,Iamb into buck ige and 15" oc. max and prior to door attachment NTS J I l� U I U ll;zl /,--\ L- I X �/ I ]= .7 1. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOiL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ L 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/ LXL 10/10 WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" 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. L• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMIS51ONS TO THE ATTENTION OF THE ARCHITECT. 7 GARAGE FLOORS To BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -IL, & A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. o II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR co I BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF ILOO PSI 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. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 95 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upto 5'—II" wide. Provide (2) filled cells on each side of openings from ('—O" to 9`11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade (0, meeting ASTM A-16 and A-35 Specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar v Soverlaert. p w/ SEE TYPICAL each ECTIONS at each Filled cell 4" concrete slab with Fibermesh OR L"xV #10/10 WWM on Io mil Visqueen over clean compacted termite treated fill II _IIII III IIII�14"w x 14"d concrete monolithic Footing with (2) #5 bars cont. 14" 7 TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR L"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan x .. �'• .',.. ,.i. .. N 10" (2) #5 bars cont, bottom steel 12" DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top or Tooter It" below finished floQp- SCALE 1/2" = 1'-0" Verify house slab height in field 30"x30"xI4" concrete column footing With (4) 45 bars each way 30" - COLUMN FOOTING DETAIL 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, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic 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. Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one #5 bar continuous 6 A. #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE -I IiI —IIII= Ili _1 PORCH SLAB EDGE DETAIL SCALE 1/2" _ #5 bar vert. w/ 30" overlap at each filled cell EE TYPICAL SCTIONS Adjust curb height based on gar. floor1 4" concrete slab with fibermesh OR slope. G"xV #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated Fill O'-0" a F.F. ITIGrade III How x 14"d concrete monolithic footing with (2) #5 bars coot. 14" ARAGE CURB DETAIL SCAL 2" x L" 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 NTCJ. IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. I. H.B. a^ 12 — — — --O°— — — I 4 Q I I � I ©t. PATIO/S A, 4 � 4 1----- a J ° I - Rear Patio/Slab I I lL to be poured aeparate I� g_ from the house slab. 12'-8" I 0 Thicken footing to cA cn L 24"w x 14"d x 24"L FI I 1� under filled cells I under girder bearing. o° o o0 0 ° IN o----------------- -, I° r Roar Patio/Bleb to I O be flush with bottom of FI sliding door recess. I ° I Slope 1/2" I W d- ._i I i ,I I i I of Vanity to beI H.B. 4" concrete slab with fibermesh OR 39 ¢high #10/10 WWM on L mil Visqueen over �10 I clean compacted termite treated fill 7 I FI I I I V to ° I I I Q._./ FI CDFlo Lai :tl ° A/C o r - - 4"4 steel Ballard I #I LU I ®filled w/ Concrete '+ I I ?=j I I =off I O v mm I U I Vu I q�W Go UuaE o I FI I I E` pl 171-0 JO I J r- pI �0 /° I =3 Ir- I FI— o0`u o�-----_ --— a16i�.0 W F51 � V- 3'-11, - O O I (L u'a rL Filled Cell Masonry Column With One o I O 45 From Footing To Tie Beam "' ell to12'-G° T-2" Conc. Fill To Be 3000 PSI I 0 I See Floor Plan For Location r 4 ° — — — — Recess for P5 — , 4 °--— — — — — —— I ---- �, Garage Door ° ° IF) MI 12" x 12" concrete column block filled wi h concrete and (2) #-1 bars vert. tied Single Filled Cell Column into lintels above 3'-4" 5'-4" 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 u a m cv FOOTING SCHEDULE Mark size Description I I4"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS Q14"W x 14"D With Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" Provide #5 bars with min. 48 bar diameters overlap Into beam. Tie filled cell *teal into continuous beam block steel. Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. 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" COX PI wood 4. Use nails or screws bas d on press re for roof stated in permit info box on t�ese plans for zone 3 Keu Area Ede Field Fastener Pressure Zone I L L 8d ring shank 45 psf Zone 2 4" L" 8d ring shank lb psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a L" L" 1#8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide Cast -Crate SUB-OB/OT precast lintel set in mortar-. Min. 8" Bearing ^�,rr.`+r...' _ ..'ter!-'1�: �..� .,:; •.. .-r; .' , Provide PT Buck a :y attached per lamb tails into Pilled call " 4" Pre -cast Sill d I ::1 f, _ r Poured Filled Cell Provide tt5 bars with min. 48 bar diameters overlap in filled cell. Tie %filled cell steel into continuous Tooter steel. Concrete Footing '47�7 _ (see rooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Ned 2" x 4" blocking to vert. leg of truss Bath 10d x 1.5 nails at 4" ox- Verify with Plan \\ \ r Install Simpson MGT into wall using Concrete 12"x 12" 5/8' die, threaded rod set min. 12' Lintel Column Block into wet beam and (22) IOd nails into truss Column ^a#1 Rebar Rebar 48 Bar Dia. Min. Overlap to Lintel Attachment NTS n TRUSS BLOCKING DETAIL AT GIRDER STRAPPING,, AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpa 2 felt paper using ed Halls. Substrata to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt undarlagment installed with min. 4' side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c, at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet �\ Additional Precast Lintel #5 bars) Lintel Bar Clear "A" °B° Length Length Span Bars Bars 41CLEAR 2'-10" 2'-B" i'-L" 2A3 none i a i t f t r 3'-61, 3'-4" 2'-2" 21#3 none SF8-OS/IT final$ IT BF8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2 #3 none •, •. 95 bare CLEANA` 4'-L" 4'-4" 3'-2" 2 #3 none me Row or "H" :,; Block Above ?:,::; . �'' 5'-4" 5'-2" 2,#3 none 5'-10" 5'-8" 4'-L" 2,94 none ./_ " �•:,-+• r Precast Lintel r 9 Additional "' i 6 -6 6'-4" 5'-4" 2,#4 none #5 bars �____� 1'-6" T-O" L'-2" 2 u5 none BFIL-IB/17 BFI6-IB/2t e'-4" 1'-10" l'-0" 2 sty none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of staril 5' 2, min. hearing required a ea. end=8" 3. standard for reinf. steel ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window oora Un� Width Lintel Size Cast -Crete Specification Rows of Above Block • e Bottom steel Size Top steel siu Max Lod fty (PLF) Max Load (PLF) Max Load (PLF) L22 2'-2' V-L" 8F8-OBAT 1 #5 300 1544 1024 L31 Z:=B: 3'-1. 4'-O" BF8-OB/IT 1 #6 2661 13L3 10 L45 4'-5' 5'-10' 8FS-OBAT I #5 1106 909 339 LBO 5'-0" V-L' 8F8-011 1 #5 1238 ll 121 L60 L'-e" T-L' SFS-OB/IT 1 #5 1011 121 534 L80 8'-O" 9'-4' eF8-IB/2T I #5 2 #5 152 691 612 L90 all 10'-6" eF8-IB/2T I #5 2 45 443 530 401 L905 "I 10'-V SFIL-I13/2T ONE 1 #5 2 #5 1633 1183 401 LIO0 10'-0' II'-4' SF8-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-O" II'-4' Slal B/2T ONE 1 #5 2 #5 1344 1028 452 L120 12'-0' 13'-4" 8F8-Il 1 #6 2 #5 411 1 428 324 L120B IT -ON 13'-4" BFIL-IB/2T ONE 1 #5 2 #5 1016 1 T10 324 LI40 14'-O' I6'-4" 61"I6-I5/2T ONE 1 #5 2 #5 1250 609 254 LILO IL'-O" 11'-4" eFe-IB/2T 1 #5 2 #5 300 1 192 1 194 ll IL'-O" IT-4" BFIL-IS/2T ONE 1 #5 2 #5 950 Boo 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'-0' 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.) suppporting May - Is 10lbs. upldt Aluminum Drip Edge 6 Fascia 12" S Kaycan Pull a vent viagl soffit installed uarig 1/8' din shank x 1.6" long gale. roofing nails with 3/8' die. head per product approval - see chart sheet #1 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above thicken edge to ll with concrete and one tt5 bar continuous BEYOND Top of rooter IL' below finished floor 4 into Aluminum Drip Edge t Fascia Flash and Counter v f lash Nail ledger to gable end trues with (2) 1 0 d ds at each web hi -rib lath vertical wood + to provide .ration into 3/4' penetration members 5/8" thick light textured stucco an 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. w Poured Ca concrete b Pared Concrati concrete block u Concrete / Manufacture Simpson HETA 20 chore Per hurricane anchor at each truss epees (24" o.c.) supporting Max. lax. 1810 lbs. uplift �-IETA 20 Flush Mounted Shutter Detail Aluminum Panel Saes per manufacturer See Tumcal Stud Detail -1/8' x 3/32' wing Nut a/ coo washer washer and spacing `e par nanufacWrer's Details N .ai3' a o A91' �r 9 `• a 'Q 6 W II Stud Detail Stud u/ Die Cast Zinc NTs Nickel Plated Wing Nut I/4• nts Brace Gable and with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss 0 n < a f Ulia a3 W I— E z" Ill u � W a In 2 Z ; 7 4 I�-.r•- W LU I "i. W o � d) Brace Gable end with 2" x 4" SYP #2 min. aft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEEIWED WOOD TRUSSES 24"o.c. TYPICAL ( shop drawings by manufacturer ) "\R-30 blown fiberglass in bottom chord of trusses I/2" drymali with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cost. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" drywall over I" x furringg stripa at IL" o.c. with R4.1 Pi -foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. ho Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar ,joints shall comply with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc... O H (LWLI C Strap truss to wall using Simpson MGT with 5/e dia. threaded rod with min 12' embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet 'I "M,E. 10 FAAu ! 0W.351 i1. WAMNIMA ON I O00 �iFIN 11,14 I M M111111 100110=10011MMMI I NIM Fill cell with concrete and ROOF FLAN (1) #5 bar vert. (typical), /CC spacing 48'" unlessoshall exceed otherwise noted /� Woad see fond tion plan notes for — OVERHANGS AT 1'—O" UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermesh OR — ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET Oxbe #10/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill- if — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. 11111 = :.'...`':`... I=IIII=IIII=IIII— — ALL TRUSS To TRUSS CONNECTIONS BY II=IIII IIII IIII— I ;,.IIII- TRUSS MANUFACTURER =IIII=III =II " II II11- 1=1 — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 14TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION al Section at Front Porch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION_ PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 TO kw #a A/C comp 1 2 AHU #10 3.5 km 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 L Ran a #L 12.0 kw 50 2 1 8 I 120 1 1.8 kw 212 1 Pump 9 1 10 1 Dryer #10 5.0 kw 1 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher 912 1.2 kw 20 1 1 20 1.5 kw #12 Microwave I5 If. Rerrigerator #12 1.2 kw 20 1 I 20 1.5 kw $12 Kitchen S.A.C_ n Is Recepts 212 - 20 1 1 20 IS kw #12 Kitchen S.A.C. 19 20 Recepts $12 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts 912 - 20 1 I 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 11.4 kw 212 25 N Recepts #I2 20 1 1 20 1.92 kw #12 21 28 Recepts #I2 20 1 1 20 $12 General Lighting 29 30 Recepts 212 20 1 - 1 20 912 General Lighting 31 32 Recepts #I2 20 1 1 20 $12 General Lighting 33 1 34 Exterior GFCI 912 - 20 1 - 1 20 #12 General Lighting 35 34 Bathroom GFI #12 - 20 1 I 120 912 Smoke Detectors 3i 38 General Lighting #12 - 20 1 - I 20 #12 Bathroom GPI 39 40 General Lighting #12 -" 20 1 S are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description at!;. Watts Total(Watts) .Small. Appliance, Clrcult(s). .. . ... .................. . . .... . . . .Range.... ......................................... Refrigerator.................. .. .. .... .. Microwave-................................................... Dish. Washer Clothes,.W,ashen............................................. Clothes,. Dryer ............................................... Water Heater Water. .Pump .................................................. .Garage. poor ,Opener . . . ......... ... 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1.200 1,200 1 1,500 1500 1 1200 1200 1 1,200 1200 1 5,000 5,000 1 4 500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21415 e40% 1 O 10,964 Electric Heat or A/C 10,000 965% 1 10,000 10.000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps EleCtrlcal S mbol Lagerd S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed e Push Sutton Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle Cl- Wall Mounted Light Waterproof ground fault circuitInt Light with Pull Chem (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector 41:J�' Flood Light Q Thermostat ® Electrical Panel © Central Vac 8 Electrical Meter ® Smoke Detector Ceding tan ® Television Jack T❑ Telephone Jack ACD,'sc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light mow+ Speaker Hook -Up ❑I Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10, A/C Refri er nt lines that are run thru slabs must be sleeved in AV� II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be full operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction, 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 14. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance Or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 149 CFM IOxIOx6 Covered Porch M STER B DROOM G EAT OOM 149 CFm IOxIOxL IZxl2xl0 Center Reglstgqrrs B/A r, 208 CFM on coiling fbn I -- -- - --- a I IOxlOxl I OXIOX, - - - - 12xIS/A ` 9 CFM mna 8x4 LO ° I � I 12" L---- 8x4x4 54 M D(NiNG I r---, ROOM AT I ° ° K ° I62 CFM ° 12xLxl 10 XL h H.B. Vent _thru 15 CFM 210i*O 4 BAT e 1 �L, - o o - - j I W > 1�, I�!' I I r 22" x 54" 1 14L CFM I = Attic Access IOx6xL Q a I with light L------ Tr J SECOND ; BEDROOM 12x12x8 B/A COVERED PORCH I"IECHANICAL LAYOUT SCALE: 1/4" = I'-0" 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. Ail exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 ___y_ent _thru_ Soffit A#C 150 Amp Panel I H d I Meter 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 I I A/C disc. #2/0 Aluminum feed AMP I 'h" Conduit MCB PANEL M TE AHU 2" PVC ( FPL 2° rigid serves FPL Be r #L cos wire to is coot.pPoNar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart_ FL 34996 #AAC000032 H.S. Exhaust Duct Thru Soffit - Wire For Front Post Light ELECTRICAL PLAN L'-3" Wynne Building Corp. THE STERLi Spanish Lakes St. Lucie County Florida iL OQL�Post Light With I Photo Cell Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall P. GFI 1 � Install disc. N under disc. not shshown for clarity SCALE: 1/4" = 1'-0" Attic Venting Calculations FBC 2309.1 Total Attic Space = 212-4 sq. ft. Venting Ratio 1/150 = 14,16 sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn Revisions Sheet Comm # 3-28-18 GARAGE Drawn by: j RIGHT C.C.U. Checked bg- D.R.S. OF 5 ®=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. I 30' Span or less) Al 30' to 6111' Span o degrees Spree er Ba--] or less �._ 1 /2 _� II"a9---ApproK 2/3 to g Line span approx. urea 1/2 of Span REFER TO BCSI REFER TO BCSI Truss must be set this way if crone) used. Truss must be set this way If crone used. truss is on example, ro y This is an example. truss may not match. ur Wes ma not motcM1. P Y )sist crane operator sets truss this way. Insist crone operator sets truss this way. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN( BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. Carrying Girder For Truss to Truss Connections see hanger/connector ails must le as shown. Guide tabs o schedule in engineering Dome angle nails. package. Carried Truss SEAT PLATES BY CHAMBERS PLUMB CUT END 2 Ix 4 Top Chord INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER HE AT A IGHT OF 8'-0' ABOVE FINISHED FLOOR TRUSC'ES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. AL ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers - SPAGING NOTE ALL TRUSSES ARE TO BE SET AT 2.-0t ON GENTER EXCEPT AS NOTED AI FR HAIV EZ>I_FEE F Z NOTE 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 )VC CONTRACTOR. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A 14' 22' t I I r r/1001 poll 10 % 01 /hc i��` 112_ WE.�� "' _ No all -rim ' 0 1 , sONa•a y 014M _= _=_= _= E �a i ' I •'%I■111�1�II�'�ill�l�ll�l\Il�il♦I�I►\.: G �•I� i, 0 �,Ir ////,li///�li//�/..�//,l I► j/ I� ,� �,li//i/.riiN%/i��I�NlI�///,�iiNIIIi//�I%///,lii/,1i//i/ii///1,///�I�//i/r�/,��i.• Ir I� r� r /r I• Ir jI tr' jr .�I�I�I�I�I�I�I�II�I�I®ICI®I�I�I�I®I� I I I I I ' 15' 10" I 5' 4" ' 3' 4" ' 11' 6" GARAGE LEFT DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI -- 2z 14' I I I I I r �i�laaaaaa� t*11 INVERTED'V' WEBS AT CENTER W/9 B.C. PAN NEL LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/HIU /aOJQi •' /II�I1a1�1111�1�11� �raaaaaaa�new�t► Ii \\\�1\\\\\I \\\\ii�l\= �\\ ` 00N a\NNi8=014 NINi: �11N 1 A3 I 1 A4 1 1 As 1 t � i t As I q5 t AS ATA ATA ATA ATA ATA ATA ATA ATM ATC BHA s FABRICATION AC REEMENT' TRuslin cANNo r =arARTeo wm Tm wRF.):upfTg =Nw a RETURNED rein � deaalptlan dthe ttlapaiywlera the twata wa be ktaated a: The toMaaBgt>etl adatowledgea and agrees; T:.Tmsm will be made In strhd aoxadatw watt . delamdnktg. sM1tll§bBwW agrwm layout bees been vereyd byths tetdaslgred, d Y . da by Ina1 li Chambers Ttws wlWn ten (t� . aurh lwghat WY the rlatlCa is ttulnitlned Chambers T br t•ten era be aYtewed.-in tla evem . b begin repaln requted a to ntla chat' have tltree (� brq�ss days In which 4. Tie tetdaaWned ottealruaasa, al Cttarrnbera aptldn.• .A ativay a to Job sue, g atsoMpt d'BCSI1-03° umaaryst"by TPl3MICA deRwy. Qltarnhm Tnaa has IM nob a to make tla Job sae atRebb for Doieon dtM Job see for detvery. Chmrnbeta nls we the attat>tAy dsa Job eta of • TM buyer b rosportsWnM for addltlarel dedva+r aaemee r npmgtb ta became job Me Is not plWored for detvery or buym Is not prepared for delmy of tonne. ¢LWIII eopa' ors b Chaiben Tim for towhp ant due aloe aomdaem.- k1 D•nete * 7 below h aubJsd lc ga es if any dwo" ae.made in tltl kyuut A $W per hotwfes for rMeWns may be dtarged by Chambers Tmil . 7: TW. is a PURCHASE ORDER to Chsmbaa.Thna at the earn ad to pesor r iiprswn@ d ■ rseaodada pike. Invoke Will be male at dsll wrd pay will temp of Odds". Involve may. be trade a scheduled data bt deway if hw wnnot dervaty d fetxlwted teases. The atdaslgmd Wells Io py OwIlis a.Tiam re aambb aborrteya fn for c040l0m In event Of payment not timely made. 1-1J2 %per month nMoe ' d� «I fsna ordwnot peamilh wm,. anywhere on ma these atmnanm opreement to all lemn Basin, pA n kamyentilan of Cbanbem Tina witatd6q aedh for ma natedal the tmaaeigred Ch�naaT by onyay nwMrtg anIM141411011111" P*Wwd when due d � and W edebt, to yflwlId b IMdebtednil Including oltomeys fees. If ftkuk In u' � agroes a pry flush prymad for naMd be made by the '1 event of wnr raoetlat wnk«ntre nue.greanad. thw 4mm llanW ed haeader or p ymata rerared , herskt, the ptdea ague tat the 900 venue for wily ouch action will low S.6d h.OoM CounlY. Flays. ,,. Dsalpt resporalblala am per'NwdonM SWIdent And FZ>9LSnamMsdouldetraa on Rsiparttmatles For Cttnrtnretlort Using Mete) Plats Corrected WoodTi tnaea ANSI/fPWV,CA 4-2t1DZ-� � DATER - . sreNlro t r Multiple ply trusses must be fastened together per engineering before they aro set: failure to do so can rekultln roof collapil Temporary and permanent bracing are required and can save 9% and property and Is the responalblltty of the fuss erector. Study the contents of the Infomuatlon packet Included on delivery before taetfing trusaia. Thlrnesmustbesdardbraced per 10peIiiin > &dem89 , Tnnses must be net plumb and square Do not sat bunks or stack of plywood„ roofing material or any . other cduCentratad loads on tr ssesr ibis can cause collapse. DO NOT SET TRUSSES USIIVG THIS LA yOUT USH LAYOUT DELNERED MOTH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avlenue Fort Plerde; FI rlda 34982-6423 j 800-551-5932 Fort Pierce 772.466-2012 Ill 77t-46 t711 Vero Beach M-588.2012 Stuart 172"286-=2 " tar -I- eve. ruautae�eTDInL4'r`.AY s ,' _( 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 fiold measurements and other construction criteria. Architect's approval covers general roof shape, review of 4russ strapping, and leading on structure from gravity and uplift loads and their re five locations. 92-0/93.2 MITEK 4.2 Approve Z/ -t— DESIGN CRITERIA "aden 8 Braden A.I.A. P.A. County SAINT LUCIE Building Department ST LUCIE COUNTY ---- Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. a 4, I Top Chord Live 20 rn , Top Chord Dead 7 4.2 I c I Bottom Chord Live 10 Non -Concurrent r6 o Bottom Chord Dead 10 3 c TOTAL Load 37 7.2 Duration Factor 1.25 w d d = 3 Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. y Highest Mean Height 12'-0e Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 rc.U.L. mesualnmg ueaa LoadG.B.=Contilntmus Brats Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildin Desi net and/or En inner of Recond. Chambers Truss Inc. Drawing Name: M11412 W Scale: 1/4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed By: ' ^ Date: 11/14/16 Revised; 10/23/18 v, FOR 1r6',; 6-4- ' 15'-10" ' Q WYNNE DEVELOPMENT CORP. DESCRIPTLNG ION: 45; STERLING GARAGE RIGHT PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 757-�- 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 -7 3 IN17 Finish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast Supply and 24 ga. 5v crimp metal wood screws with self d (type 2) 30 lb felt ul laps fastened with corn spaced G o.c. at all It deck to trusses using i 5v Crimp Metal roofing FL #IIG51.12 1 attached to plywood deck using #9 x 1.5" washer at 12" o.c. max spacing over ASTM D nent installed with min. 4 side laps and G" end eslstant tin caps and with 1.25' ring shank nails I two staggered rows 12' o.c. in field. Attach ent detail on this sheet 5/8" thick light textured stucco on typical concrete block construction IT 5/8" thick x 8% cut RIGHTELE-VATION coral finished stucco bands 12 4 SLOPE SCALE: 1/4" = I'-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood dack using 49 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 V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detal on this sheet 12 SLOPE 1,4 8'-I" T.O.B. 0'-0" = Finished Floor ZZI.ZZv�TIO>X >X0T�5: Gulf Coast Supply and MFG 5v Cnmp Metal roofing FL #1165LI2 26 ge. 5v primp metal roofing attached to plywood neck using #q x I.5" wood screws with self sealing washer at 12" ci , max spacing over AST; D (type 2) 30 lb felt underlayment Installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails laced aced V o.c. at all laps and two staggered rows 12" o.c. In field. Attach ck to trusses using attachment detail on this sheet 12 4 sLo� Finish Columns with 5/8" thick cut coral finished stucco bands REAR Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted ,An(g changes to this plan shall be submitted tp the architect for approval in writing prior to starting constr0ction. Return ALL Stucco Bands into Window or D&or- V-1' T. A 12" ❑ 5/8" thick x 8"W cut coral finished stucco a ■ O. 3 bands 3 thick light textured stucco on typical concrete , block construction - -o" = Finished Floor--------------- 00000000 T ELEVATION LKALE: 1/4" = I'-O" M11Product Approval Doors. Overhead Doors. Sliding Doors. 1Pindows k Siryhghts TEST Opening Schedule Swing E�cpiratian Design Pressure Opening NOA/F1. Product Model # Manufacturer Glass Attachment method Da of Approved. Teats Type NUMBER x rpcons wh mu+ ry p7 B" cktirdo M.%, ± 60 paf rpn rac�i carnrr end L pin 5'°tdye dulonce m strict ;=rsnce #?,� MI Windows mPed CMw wait memtamrW '7 FL# 11499.2 Single Hung Series 185 and doors so ch. radu°c a ravel. D a5 m"vsrt.. uaW a/e• x"G Hda a els.v. snehm+st s'' °•t• 10-9-21 + 50.0/-60.0 psf Model 824/811 r ae. a.- i t at is awt Overhead Mod max. width DAB v i.�.:°�'k'iae`fidir¢r'.dti'•i'.Q..w m r��r�t aewram s A i1-1108.30 Garage door li'-0' max width �x its sds• e.e� n - �snn erxtly "dime eo prsewt approve Elco 1/4• the. tapcon with min 1.25" embedment at 3" max Design Pro/ Jeld-Wen from corners and 11.6° o.c. max, thereePii" in head grid Jemb°• + 50.0 PSF B FL# 14414.1 Fiberglass smooth Pro L ipp x ppcons ill j en anon et max + 48.2 PSF role each corner and l' o.c. a au Ie raui t r tar tM'a"g Sliding Glass Series 420 Mi Windows PT suck nto .aid filed env wall Man and g min 2.5° edge Mstancs C FLU 15332.2 Door and doors m strict edhererce tote roduet TTA�TT Expiration Design Pressure Manufacturer Attachment Method Da of Approved. Teats Product NOA/FL Model # 11 NUMBER For C11U use !2) I/4" x 2 3/4" tnpcons wltfi min 1 1/4" embedment + 118.9 PSF CM-18531 MI Windows penetration into each Mull Clip. Attach mull to clip umng !4) it10 x 1.25° - and doors self tapping screws par dip as shown in product approval. Mullions FLU 15353.8 vertical mullion L gg 2wooaamerrams with self seal�i� washer hat 12 b.c. 'pacing over ASTM D 5V Crimp Gulf Coast Suppiy !type 2) 30 lb felt underlayment installed with min. 4 side lops and L end - 108.6 PSF Roof FL# 11651.12 Metal Roofing and manufacturing laps Paseensd wth corr plion resistant tggin cape and 2mh .c. ring sheik nails ck Co troves usmglateaand toont sta7gon droop plan o.c, m held. Attach Siding Stucco on Block +55.0/-35.0 PSF Install x 3a' wood acrewabat each truss o o.c.screwed soffi to battens 'raw""' rig Soffit FL# 12198.3 ModaE24Gauqe vented Kaycan diax Ving Global Protecton Install using I/2" ilia. solid set lead anchors with ak Delia with I/4" ilia.-20 x 1.5HurricaneProducts LLC long SS screw handcombo. with Neoprene washer at 12 I/2" o.c. +45.0 PSFFlu 15014.2 els along the bottom and 13" o.c. at the top Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 2" x 4" top plate base -board 5/8" thick x 8"w cu bands coral finished stucco A.F.F. d 1/2" drywall ceiling on truss bottom cor 1/2" drywall on 2" x 4" studs at 14" O.G. 2" x 4" P.T. bottom plate 12 4 1 SLOPE \ 5/8" thick light textured stucco on typical concrete block construction ELEVATION SCALE: 1/4" = P-On Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet FILE copy REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC REVISION 5/8" thick x 8% cut coral finished stucco bands 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 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12" J. oa ®®®®: ❑❑a ®®� ® 5/8" thick x 8"w cut coral finished stucco bands cap 5/8" thick light textured Finish Columns with 5/8" thick cut coral stucco on typical concrete block construction finished stucco bands FRONT ELEVATION 4" concrete slab with fibermeshgqOR 6 on 4 rta over dean#c�mp� ted mite treatiedu Ellin Interior Non -Bearing Partition nts Braden t Braden A IAII PAS Winne Budg Corp. Architects -Planners Coconut Avenue T HE SE:'LI N T 41*1 sect Tel Fax (7rt2) 281-8258 (i"12) 281-8283 5 ankh Lakes E-mail: bradenalaacomcast.net 5�. Lucie Countg Florida C,t-unrt. FL 349" #AAC000032 SCALE: 1/4" = I' -ON ALL CONTRACTG;R WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEE pTER AND WYNNE BUILDING CORP. AND WILL CONTI .u1= FOR ONE PERMITTING 1- OR11ATION (FORM 100) ``-lords mldin� d�!'� jgJ111 `iFAl. Gth Edition and ASCE �-10 for Wind Loading 3uilding Design IS: Enclosed Risk Categorgg: II Wind Velocltg: IG5 mph ultimate Mean Roof Height: Roof Pitch: 4:12 nternal Pressure oe Iclent: ±o 18 Subjectabdity to damage from: Weathering: Negligible Termites:Veru Has Width of Roof End Zone: 3'-4" Wind Speed: I4.5 mph ultimate Wind Exposure Classification: C 1,21 x O.L = 0126 ASD deli n Adjustment factor for Exposure Height: Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.6WL: O.LDL+O.G L Components t Cladding Wind Pressure (NET) Roof ff Zone: 2. +20.G%-31.0 p f Roof Zone: 3. +20.6/-84.0 psf Components 1 Cladding Wail End Zone Width: 4" Components i Cladding Wind Pressure (NET) 3 _Wall Zone: 5. +35.8/- i1.8 psf Components It Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Pat Shear Walls Considered for Structure? Yes Continuous Load Path ProvideI Are Components an Cladding Details Provided? Yea psi (Minimum Sal Bearing Pressure:2S00pal, Presumptive: X BsI est. nP�NINI ROOF LIVE LOAD:- psf ROOF DEAD LOAD: 10 Psf 10 FLOOR LIVE LOAD paf FLOOR DEAD LOAD: psf JOB ADDRESS: MODEL: Date Drawn Revisions 5-23-18 GARAGE. Drawn by: LEFT C,C.U. Checked by: D.R.B. SCANNED BY St. Lucie County IN Ld39lrTcki C3 = Roof Zone I Wells Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Sheet I . OF 5 Comm # 16-300 FLOOR i"L/AN � CRASH POST DETAIL TYPICAL NOTES: SCALE 114" = 1'-0" N.T.S. 1. Contractor to verif ALL notes and dimensions prior to p ste high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 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. IS`"to 4. No dissimilar metals to touch. 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 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix X3/ell 0 2%" L. Drywall at ceilings shall be leveled and attached to bottom chord 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. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2h" 2h' 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 w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x L' P.T. Buck block with case hail 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. G psum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C1218, C1395, 0396 be C40, C1002, C1041,C1111, C1118, or and shall installed according to the following: (FBC R102.3.5) Dr wall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 7 12" 13ga 1 3/8' long with 19/44" head 0.098' diameter x 1 1/4" Iong /2 annular -ringed or 5d cooler naiOR 0.080" dia. x 1 5/8" long with Walls Either 16" 8" IL" Direction 15/64" head R Ggpsum board nail 0.06L" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" -1" 12" 13ga 1 5/8" long with 19/44' head 0.098" diameter x 1 3/8' long annular -ringed or Ld cooler nail e OR 0.092" dia. xx 1 1/8" long with Walls Either I6" g" 16" Direction 1/4" head OR Ggpsum board nail 0.04115" dia. x 1 1/8" with 19/44" head. Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" 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 apprc 19, ALL ceramic tile surfaces installed shall conform to ASTM AIO8.1 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 accompangin 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 #11661.12 26 ga. 5v crimp metal roofing attached to plywood deck using tt9 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 6" o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurr-ieane anchor at each truss 12 with (10) IOd x I I/2" nails PRE-ENGINEERED TRUSSES ( e:; 24" o.c.> supporting Max. 4 �- at 24"o.c. TYPICAL Ie101bs. uplift (shop drawings bg manufacturer) Aluminum Drip �r ' \R-30 blown fiberglass Edge t Fascia V-1/7 in bottom chord or trusses drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (l) #5 bar cunt_ in each row. Substitute Kaycan fill o vent into sorry installed precast lintel filled with concrete and (l) #5 bar For bottom using 1/8' dia shank x 1.5' long galv. cont. row over openings roofing nmis with 3/e" the. head per predict approval -see chart sheet #1 1/2" drywall over 1" x furringg PI strips at 16" o.c. with R4.1 -foil -insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. block construction �o Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (l) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see Foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR L"xL" 910/10 WWM on L and Visqueem over clean compacted termite treated fill +'t Grade I I I I _ _ III IIII-III j1114' - - " III I ill lI ( IIII I; I I I""III - x 14' Concrete footing with (2) #5 bare cont. and 45 TY P I C A L SECTION transverse bare at 48" o.c. Scale : 1/2" = 1'-0" 4. 2 �" v 0 0 to Masonry Beam / Wade I Head fixed door slidingdoor I I/2" I AREA Living A/C Front Porch Rear Porch Garage CALCULATIONS = 1,414 = 153 = 114 = 321 sq. ft. sq. ft. sq. ft. sq. ft. Total Under Roof= 2,124 sq, ft. Total Cubic Ft = 11,192 2' VTR JL I I I I 21' VTR JjL Mastery/ I Bath 1 I .Lv 1n3 2• Lw. 4' TR W.C.-1 2" VIII JL 2- 8k II1II ' Kit. Sink I Kith,2' ce I I Lev. 3' W.C. Bath #2 shsr. 3' C.O. 7a septic PLUMBING RISER I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment , Masonry Wall Bottom Track Typical Flooring Bill Install SGD thru buck into block with 3/I6" tap -con with S I l d 1 n g D cor D e t a I l I penetration at ." max. fromom each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonrg Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE 1. 4'-5%"x 5'-3%8" 54%B"x 63i4" Single Hung ZONE 4 2, L'-23/9"x 5'-3 %" 15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21%2"x 38%" Single Hung ZONE 4 4. 4'-5%"x 4'-2%a" 5431s"x 54Ye" 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 manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X V-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C C-On X C-ell 14" x al ," ;� kilt°" Sliding Glass Door ZONE 4 D 2'-O" X V-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81'/2" E 2'-L" X 4'-8" Solid Care -Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x C-8" x I %" Solid Core Wood, Steel, or Masonite Door H X-8" X V-8" Solid Core - Wood - 6-Panel J 2'-L" X V-8" Solid Core - Wood - 6-Panel - Bi-Fold K X-8" X V-8" Solid Core - Wood - L-Panel - Bi-Fold L I`-L" X 6'-8" 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 bg contractor with manufacturers specs prior to construction J. O I cr u � Vani throu Dryers gh wall ` I cNv 2' fille o A/C Meter O T 14'-O" EGRESS MASTER BEDROOM 8'-0" A.F.F. IV Flat Ceding 11102 12'.' 10'-0" Opt. PATIO/SLAB \ 12" x 12" Concrete column / block filled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch Provide screen infdl below v 1 Jiliw-c" to 9' I8" A.F.F. Vaulted eiling GRE>4IT Roo) III I I I 2" x 6" knee -wall 8'-O to 9'-8" A.F.F. below counter top TAP faulted Ceiling L DINING J JD Rod t Shelf 8" h�� I� U O M\A p 1 ,4TH\' � �� I Vanity to be I 1 34 Y2"high Hgl""1Y4" 13'-Oa/4 hWall " a., KITCHEN Igh 1 Rod t 50] d i 8'-O" A.F.F. ver ang - Flat Ceding o I L'-O 10'-5" 4'-1" UT7 J pper cabinets to D ext nd over Rer. 3'-01, "410'-2" T 1 " R o I BATH G r1j'*mine - - ra�A r - 1 WMM Rod t Shelf O R-n etts mwadan 4"� Steel Ballard B See deta l on this s ee $ I F w i _ m L O rc?O 1 F 24" _ Provide auto r 22_'_x 54' closer I Attie Access 1 L - nth - - � � 22" Q _ � 8'-O" A.F.F. 150 Am Flat E, lhF Panel P o 4„ -o„ 13'-6„ ©in SECOND GARAGE Er ERGEN EGRESSY BEDROOM J O Ahi A.F.F. IFJI I MT1 IF113 Flat Ceding ° fJ I F\ 0, r-----------------1 EGRESS 1 Block wall in garage to be 1 _ ° struck block `i O (D (� CD C V E R D 12' x 12' concrete column block idled I 14 -6 i ORC with concrete and (2) #� ara vert" tied into lintels abo e Z' 2" I ® I WI ' ' O UQ wil I °°IV 9'-0" 3'-5" 2'-8" 2'-8" 5'-2" 6'-4" IS' -loll 5'-4" 31-41, 36'-0" Install windows thru buck into block with 3/10 tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at ,Iambs and 20" o.c. max. Exterior face at head and sill per product approval Of wall ___\ / \ Buck to be I" x 4' PT "x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT Mock with case hardened nails ON ALL JAMB, HEADER. AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Exterior face 12" 4 Attach buck to block wall with 1/4' dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2' x L" PT Buck Detail at Door N I 19 oI r i Ln in tr #8 Wood screws thru jamb into buck et each hinge and 15" o.c. max and prior to door attachment NTS .111� go " STRUCTURAL NOTES: 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 2,900 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 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. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE I-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION f=LAN B. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, d A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. II. 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 1600 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MiN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'-I1" wide. Provide (2) filled cells on each side of openings from 6'-0" to 9'-II" and Provide (3) filled cells on each side of openings from 10'-O" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24' o.c. unless otherwise noted (see section) L Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-14 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap - at each filled cell 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill II II -I II � 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. IF 4 rl TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 600x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan 12" x 12' concrete column block filled with concrete and (2) #1 bars vert, tied into lintels above Top of Tooter 14" below finished flogf-A (2) #5 bare Cont. bottom steel AT GARAGE STEPDOWN Verify house slab height in field D 3O" COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE 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, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment Including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic 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 Vx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL US bar vert. w/ 30" overlap at each filled call Adjust curb height based on gar. floor slope. #5 bar in curb \ =1 I I I1 I I I •:::.�: 14" CALE 1/2" = 1'-0" SEE TYPICAL SECTIONS 4" concrete stab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted ,termite treated fill .)"ei=F AN _ITT I' 14% x 14"d concrete monolithic `footing with (2) #5 bars cont. ARAGE CURB DETAIL SCALE 1/2" = I' - 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location r , Single Filled Cell Column 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 e 14`-0" 12" I ° I I Rear Patio/Slab t- to be poured separate Q w from the house slab. rn 81 ° Thicken footing to Fi 24"w x 14"d x 24"L cn under filled cells r J I under girder bearing. ° - nLL I °° tl tltl o o °1 ---4 -- -IN --------------- I Rear Patio/Slab to be flush with bottom of sliding door recess. FI Slope 1/2" I I� I� I II ` I H B I Vanity to be I46'-34 Y2"high 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 m11 Visqueen over I I ICJ clean compacted termite treated fill I FI I I I of II I I�I I A/c oF--———— — — w.H. I I #I I 4"0 Steel Ballard filled w/ Concrete 0 I ��-ll1 I F5 I�Ia1 I( y v E w of I I FI E Y I I FI I[ I am I a o'' 100gn FI I cr aye I ° m� ! \ F I of '0 I ° 10- I [ I �o o I u0� F5 xx 16i W�-T-T-T77 ° I � u IL X T-2" d L— Recess for ---- J M F 3, o° 00 Garage Door 771E °M --- I — — — — — — — — — ° ° — ,•rl Q — �l 12" x 12" concrete column block fdle 9'-0" 3'-5" with concrete and (2) #7 bars vert. ti into lintels above 15'-10" 5'-4" 3'-4" 36'-O" o ° I Co I a ao 1=00TING SCHEDULE Mark Size Deseri tion FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 124111 X 1211D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS F5 14"W With x 14'D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" ROOF SHEETING ATTACHMENT DETAIL 1. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = US x 2" 3. Minimum Sheathing Thickness 19/32" COX Plgwood 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 Max. Pressure Zone I 6" 6° 8d ring shank 45 psf Zone 2 4" 6" Sd ring shank lb psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pres§ure for roof stated in permit info box on these plans For zone 3 Provide 25 bars with min. 48 bar diameters overlap into beam. Tie Pilled cell steel Into continuous beam block steel Provide Cast -Crete SUB-OB/OT precast lintel eat In mortar-, Min. 8" Bearing Provide 45 bar act In pre -cast lintel into beam where length of the opening calla for it. j l '• ' •lift Ji T ,�'f: , fiI' i, "�F,' 4�Kii:'A't,rr'2'SY'�. T i'. t.;t••,e jj � I •;a Provide PT Buck 1 I::1 1 attached per iamb details into Pilled cal lG) 4" Pre -cast f i1 I� `'--Poured Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie 7Pilled cell steel into continuous looter steel. Concrete Footing a:, .:.,:^y, .,:':.':,''.' ';, a•;.,,.:•,.•; "..'ke"'.'.-(a_; (see looter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = (r—o" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockrneq to vert. leg of trues with IOd x 1.5 nails at 4' o.c. Verify with \\ I �1�� Its[ ] 1 \\VII Install Simpson MGT into wall using I2"x 12" r' 5/0' din. threaded rod set min. 12' 1 Column Block Into wet beam and (22) IOd nails into truss Column to Lintel --\#1 Rebar im. vva:rinp Attachment NTS n TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of A5TM D Tgpe 2 felt paper using 8d Wade. Substrate to be 19/32" CDX Plywood nailed at L" o.c, in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6' end tape fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced 4" o.c. at all laps and two staggered rows 12" o.c. In field. Attach dpeck to trusses using attachment detail on this sheet LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crate Specification, Rows of "H" Block Above • • Bottom steel Slze Top steel Size Max Gravity Load (PLF) Max UphPt Loed (PLF) Max Lateral Load (PLF) L22 T-2" V-L" 8FB-OBAT 1 95 300 150 1024 131 X-Am 3'-1" 4'-O' SP8-OBAT 1 95 2541 1313 1L3 L45 4'-5" 1 V-10" BPS-OBAT 1 #5 1105 401 331 L50 5'-O" V-L' 8P8-OBAT 1 #5 1238 835 121 LLO 1.'-8" T-0 8P8-OBAT 1 #5 1011 121 534 Lao 8'-0" 9'-4" SF9-I13/2T 1 #5 2 #5 152 591 512 L90 T-0' 10'-6" 8FB-IB/2T 1 #5 2 #5 L43 530 401 L905 T-O" 10'-4" BFIL-I5/2T ONE I #5 2 #5 533 1183 401 1I00 10'-O" II'-4' SFS-IB/2T I 85 2 85 582 444 452 LIOOB 10'-O" 1 Ir-4" 1 SPIL-I113/2T ONE I #5 2 #5 1344 1028 452 LI20 12'-O" 13'-4' 1 8F8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-O" IV-4" SPIL-I113/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-0' IV-4" SPIL-IB/2T ONE 1 #5 2 #5 1250 L09 259 LILO IL'-0" IT-4' SF9-115/27 I #5 2 #5 300 192 194 L160B IL'-O" 11'-4" SPIL-0/2'r I ONE 1 #5 2 #5 950 1 500 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'-0" LONG ARE TO BE PRESTRESSED. 12 Simpson HETA 20 or equal 4 hurricane anchor at each truce with (10) IOd x 1 1/2" nails ( 24' o.c.) sup orting Max. 18101be. uplift Aluminum Drip Edge t Fascia Flash and Counter f lash Nail ledger to gable end truss with (2) 10d da at each web `'" Strap truss to wall usingSimpson MGT with Simpson HETA 20 panchor C crate Anchors Per 5/8" dia. threaded rodwithmin 12" embedment hurricane at each truss Poured a blockt all concrete block wall Ma ufacturers Specs into beam I/4"Max. truss le / truss leg either wet ails into per detail set or in epoxy with truss. Add blocking to on this sheet ( 24" o.c.) HETA 20 1810 supporting Max. IbsPu uplift Aluminum Panel Sims per aanufacturar - See Twagal Stud Detail 1/8' x 3/32' Wing Nut e/ i 7 Is appropriate washer and spacing per manuracturer's Details I § .oss' 1 u I � I I u e I � I I i I i wens• I Stud Detail Poured Concrete or I Stud w/ Din Cost Zinc NTa concrete Mack well \ I Nickel Plated Wing Nut \1 yr Concrete Anchorc Manuracturers 5pece Flush Mounted Shutter Detail nts Aluminum Drip Edge t Fascia I/20 this stucco on 3/8" hi -rib lath attached to horizontal and vertical wood 12° framing with nails or staples to provide 2" x 6" Sub -Fascia/ no less than 1-3/4" penetration into horizontal mood framing and 3/4' penetration into varLwai wood framing mambos Kaycan Pull o vent vinyl soffit installed umnngg 1/8' die shank x 1.5' long gals. raofmg nails with 3/8' die. head per _ product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete 12" x 12' concrete column block construction block filled with concrete Vanes - see Ian and (2) #1 bare vert. tied p T Into lintels above #5 bar vert. W/ m thicken edge to 8"xa" 30" overlap With concrete and at each filled cell one 95 bar continuous BEYOND Rear Patio/Slab to be flush with bottom of sliding door recess. Wood Top of footer Base IL" below Finished floor / IIII �� Ilil -L .`; ...... ' Step per foundation plan Slope per Foundation plan T Brace Gable end With 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) IO LU 2 w m x° � r O� rn N � DL a _-C to a U�. to ti p 0 N N V U IU Eni Brace Gable and with 2" x 4" SYP #2 min. aft back nailed to bottoms of top chords using (2) IOd nails at each truss \R-30 blown fiberglass in bottom chord of trusses -1/2' drywall 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) #5 bar cont. for bottom row over openings 1/2" drgwall over I" x furring strips at 16" o.c. with R4.1 fi-fod -insulation on typical 8" Block walls All drywall to he installed per FBC R-102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onlg proportioned Der FBC R601.1 and Mortar joints shall comply with FBC R401.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) I 19 1E 0 oq" so 1WION na� —MAPHUA— — =,All W, 01 A' VE , 1 VW A' I VE I I - -il 'M IIW laps and 6" end I..A* ring shanK me yeoclk! to trusser using attachment d:taliglem this'sheet Attic Access wmm MAN INN I_ 11_ `II Fill cell with concrete and ROOF O FLAN (1)#5 bar wart. (typicaD. ------------- HETA 20 Max. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with Fibermesh OR 04" #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 lcal Section at Front r- W N � E Z < u WH W u� 1O W Q-a Q- I W O N W 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 P Of Gil — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Opt. PATIO/SLAB PANEL "A" Poles SR Load Wire Description Girt# arc# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #Io 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range U. 12.0 Its; 50 2 � 8 I 20 1.8 kw #12 Pwnp 9 10 Driler #10 5.0 kw 30 1 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 I 20 1.5 kw $12 Micrawave 15 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 ke #12 Kitchen S.A_C. 11 18 Recepts #12 20 I 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts $12 20 1 I 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 I 20 0.81 kw #12 Garage Door Opener 23 24 Raaepts $12 20 1 1 20 IA kw #12 25 26 Rsaepts #12 20 I 1 20 1.92 kw #12 29 28 Recepts #12 20 I 1 20 #12 1 General Lighting 29 3o Recspts #12 20 I 1 20 #I2 General Lighting 31 32 Recepts #12 20 1 - 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 I 20 #12 smoke Detectors 3-138 General Lighting #12 20 1 I 20 #12 om BathroGFI 39 40 General Lighting #12 20 1 5 are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description at . Watts Total(Watts) General Lighting _(3, watts sq. ft.) .......... Small, Appliance, Circultl,$). . . . . . . . ... . . . . . . . . . . . ........... ,Range ...... ......... .... .................. ................. Refrigerator . , .... „ . . ...................................... Microwave..................................................... Dish Washer ........................................ - ...................... Clothes, .Washer ............................................... ,Clothes,.Dryer................................................ Water Heater ................................................................. Water..Pump................................................... .Garage ,Doar, opener ... ................................ 1135 3 5,205 2 1,500 3,000 I 12,000 12 000 1 1,200 1.200 1 1,500 1,500 1,200 1 1,200 1 1,200 1,200 5.000 1 5,000 1 4,500 4,500 1 1800 1.800 I 1 810 SO Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 e40% 1 0 10,91.6 Electric Heat or A/C 10,000 045% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® 1 Recessed Can Light Sj Double Pole Switch ® Eyeball Recessed Pis Push Button Switch Exhaust Fan Duplex Outlet , Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light Waterproof ground fault circuitnterrupter Light with Pull Chain (attic) ® Floor Duplex Outlet O Computer Connection Jack en 1 Carbon Monoxide Detector II Flood Light TJ Thermostat m Electrical Panel ® Central Vac E:31 Electrical Meter ® Smoke Detector Ceding fan © Television Jack Telephone Jack ACDISCA/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up I Fil lintercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refri er nt lines that are run thru slabs must be sleeved in AVM 11. ALL A/C Equipment shall comply with energg calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fullg operative. 13. Contractor shall pag for all fees, permits, testin, and inspections including blower testing where regwre9 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and propertg damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two gears from the date of acceptance or certificate of occupancg, or one gear from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that mag have been damaged. 149 CFM IOx1ox6 149 CFm IO)dOx6 yt ®� 12xI a B/A 9 CFM- �! Vent _thrlL__-41PRATH Soffit AiC -� 22" x 1 Attic Access Nth light - - - - - J Meter h 150 Amp Panel GARAGE I r----------------- iI I I I I I I I I I i I MECH�4�11C,4L 12x12x10 B/A r-i "y o LAYCUT SCALE: 1/4" = I'-0" 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectivelyg grounded as required bg the latest edition of the N,E,C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through ang concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Orger Vents to be installed per FBC RMIS02 Covered Porch I GRE,dIT ROO1 I I I C$nter Registers 208 Cr-MorJ ceiling Pen IOxIOx 1 12„ 2 2dx2 R Al I LCe�, T i 1 / 1 DINING ROOM 15 208 CFM IOxioxi ATH 146 CFM IOx6x6 SECOND BEDROOM I I i j 12xl2x8 `1 B/A COVERED PORCH --- I ent rHso-R-1 thru A/C disc. 1t2/O Aluminum feed AM I %s" Conduit PANEL M TE AHU 2" PVC ( FPL 2" rigid service PPL Bar #6 copps wire to ig5 cant. g or in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W, manufacturers recommendations which shall be verified prior to construction Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall w_p. G Install oulet under disc. not shown I claritg O Nr ELECTRICAL PLAN Braden t Braden AI,A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia®comcast.net Stuart_ FL 34996 I*AACOOOOS2 H.B. Exhaust Duct �Thru Soffit Wire For Front Post Light SCALE: 1/4" = I'-O" Attic Ventino Calculations 1=11C 2309 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.I6 sq. ft. required Provide A Continuous Vented Soffit Wynne Building Corp. THE STERLiN Spanish Lakes St. Lucie County Florida Post Light with t o Photo cell on In a 6'-3" R� u X Q OW I � MODEL: Date Drawn Revisions Sheet Comm 5-24-18 GARAGE Drawn bg: LE1=T C.C.U. �-- -1 I�-300 Checked by: D.R.B. OF 5 ,