Loading...
HomeMy WebLinkAboutAPPROVED Plans - Carlton - Left - ImpactMetal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting 5/ d" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4" = 1'-0" Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over CDX decking - see roof sheeting attachment diagram on roof plan. 12 4 1 SLOPE Truss mfg to provide level - return to be I" short of wall Aluminum Drip Edge t Fascia 2" x 4" Sub -Fascia Kaycan full o vent vinyl soffit installe per product approval form on sheet I. a01 2 " \�1" x 4" nailer attached to level return with (2) Sd ring shank nails with min. 1.5" penetration into soffit framing TYPICAL SOFFIT DETAIL NTS Metal roofing and underlayment intstalled per Product Approval - ..L.,,,,,,. .,,.. ..Lee+ I .,..a., rill! .1a.,6,,.... - - ... P .,Loa+,,,... ;;.7i v 1.1114-N L.ut L.L/1 cal SLUCCO On Ligpiczv conCrefLef finished stucco bands block construction 12" 2" ° H 5/8" thick x 8"w cut H 5/8" thick x 8"w cut 3 coral finished stucco bands coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction '-0" = Fin. Floor Gara a Finished Floor - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0-4 A.F.F. LEFT ELEVATION SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors. Overhead Doors. Sliding Doors, Windows E Skylights Opening NOA/FL Product Model Manufacturer Glass Attachment method TEST Expiration Design Pressure Type NUMBER Date of Approved Tests 1.2.3 FLU 239A Single Hun g g SH-1�00A PGT 5/16" 1/4" dia, tapcons w/ min. 13/8" penetration to be spaced per product approval. Contractor shall adhere to + 65.0/-80.0 PS 44 Impact min. edge distances specified in Product approval A FLU 153�1.� Overhead Model 824/811 18'-2" max. width DAB nets x uc to concrete blockwith i i e callwith I) u5 bar Vert. using 3/8' x L' Haiti HLC Sleeve anchors at 8' oc. th 1.25' din. washers uKh min. 4" edge distance. Install track to buck +50.0/-60.0 PSF Garage Door g Ili'-O" max height g Door Com an ng (D 5/IL' x 1 5/8" full thread lag screws n each bracket maintaining min a 1.5' edge distance - GC to stnctlg adhere to product approval rovide 1/I6' u nut ua ar on railer tw B F L 4 15213.1 Fiberglass Smooth Plast-Pro 1/4" dia. tapcon with min 1.25" embedment at 6" max from corners and 14.5" o.c. max, thereafter in jambs. +65.0/-10.0 Fiberglass Sliding Glass Series 110 1" nom I/4" dia, tapcons w/ min. 13/4" penetration to be spaced per product approval. Contractor shall adhere to + 60.0 PSF Door Type G 5 A min. 2 1/2" edge distances specified in Product approval - Product NOA/FL Model u Manufacturer Attachment Method TEST Design Pressure NUMBER Date of Approved Tests For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors penetration into each Mull Clip. Attach mull to clip using (4) 410 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF _ Roof F L 4 33818.2 5V Crimp p Metal Roofing Gulf Coast Supply 26 a. 5v crimp metal roofing attached to plywood deck using 49-15 x 1.5" Hw1� wood screws with self sealing washer at 12" o.c. max spacing -per System Roof Zone 1/2E/2R: and manufacturing g no. 5V-Type I for max pressure -94.25 psf. Install per system V type 2 for max. pressure of -131.0 psf. Fasteners shall be installed through underla - - g4.25 PSF ment and attached to/through I wood per sheeting attachment detail on room plan. Plywood to be 19/32 2P xw! 2N/3/3E/3R: -131.0 PSF Underlay FLU 20814.1 DuPont Protec 140 DuPont Install two layers of Tyvek horizontally in shingle style fashion using 4" and 6" overlaps. Install using I" dia. metal or plastic cap nails at 12" o.c. along Tyvek course and end laps an a single row 24" o.c. along middle line of the field I.A.W. the product approval installation instructions. Stagger top layer using 24" undercourse strip parallel to eave edge and cover with full sheet. Overlap successive sheets by 26" I.A.W. product approval installation instructicris. Siding Stucco on Block „ 12 Tripple 4 Install using " x T battens attached to wall using 3/16" dia. Soffit FLU 16503.1 Full-O-Vent Single Kaycan LTD with I" min. embedment Into wall. Attach Soffit channel to wall us1ng 0.09�" dia. x 1.5" T-nails at 12" o.c, per detail C in P.A. Install X ± 55.6 PSF SPAN VINYL S_0FFI channel to bottom of fascia usin staples into soffit and same T-nails I have reviewed the above and approved It by mg seal below. ( Architect or Engineer of Record ) 2" x 4" top plate 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on (. mil Visqueen over clean compacted termite treated fill base -board 12" ).H REAR ELEVATION SCALE: 1/4" = 1'-0" Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. 12 4 1 SLOPE 171=71171=711MLM mj uraw 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. 2" x 4" P.T. bottom plate Interior Non -Bearing Partition nts ELEVATION NOTES: - RETURN ALL STUCCO BANDS TO WINDOW OR DOOR. /8" thick X 8"w cut oral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands PERMITTING INFORMATION (FORM 100) R 2R I. 3E 2N 2N Florida Building Code Residential: ITH Edition and ASCE l-Ili for Wind Loading Building Design is: Enclosed Risk Category II Wind Speed: 145 mph ultimate Mean Roof Height: IS' -a" Roof Pitch: 4:12 110-200) ` 2E _ 3E Internal Pressure CoCoee i�cient: ± 0.18 3EI'LL Subjectability to damage from: Weathering: Negligible Termites: Vero Heav4 2 �LLL" 2E 5 Width of Roof End Zone: 4`0" 3 '� 3E 4 Wind Exposure Classification: C Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+O.4WL; 0.6DL+O.6WL 5 Exp Height Adj Factor: 1.00 x Load Combo Factor 0.4 = 0.4 applied below GABLE12 TO ROOFFROM GABLE ROOF Components t Cladding Wind Pressure: 2E +15.O/-39.0 psf Zone: �N, Zone: 2R, 3E +15.0/-51.0 psf 2R Zone: 3R +15.0/-49.0 psf I 3 2E 2E HIP ROOF Components t Cladding Wind Pressure: 3 Zone: I +18.0/-31.0 psf 2R Zone: 2E/SE +18.0/-41.0 psf 2E Zone: 2R +18.0/-53.0 psf 3 - 12R Components t Cladding Wall End Zone Width: 3'-O" `LLL 2E 5 4 3 WALL Components t Cladding Wind Pressure: Zone 4: +23.0/-25.0 psf 4 Zone 5: +23.0/-31.0 psf Components t Cladding Wind Pressure (NET) on Garage Door: Zone 5: +32.0/-41.0 psf YIP ROOF 2.12 Shear Walls Considered for Structure? Yes 0 8.12 PITCH Continuous Load Path Provided? Yes O = Roof Zone I Are Components an Cladding Details Provided? Yes Walls Zone 4 Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X B9 Test: psi This Building Shall Have the Following: END p am Roo Goon 2E/2R APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: Walls Zone 5 CORNER ZONE = Roof Zones 3/3E/3R ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage: 10 psf FLOOR LIVE LOAD: _±0___ psf FLOOR DEAD LOAD: 10 sf Attic with storage: 20 sf Roof Zone 2N 4LL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING DCCURS BETWEEN THE BUYER AND WY>\NE BUILDINGS CORD 4ND WILL CONTINUE FOR ONE YEAR FROM THAT DATE Digitally signed by Daniel R. Braden Date: 2021.08.19 14:41:47-04'00' LL J--1--1 Lis LL w< N 01 W o O LU = O .zW00cv°o <w< �� U -� ' Q- 000 L 0 r r < Z N N I-- #* I ~ O aj U ULU 1- LLI Q1 iaj U (a IL N 1L for < �D a` 3 as SHEET NO: I. OF S. JOB NUMBER: 12-2� B f00 ��°° °°°o 00 0� c R. BRAD, O o o O o AR 977770 °c O• ° 31>Q00 FLOOR PL,4N 41, TYPICAL NOTES: SCALE 1/4" = I'-C" i< >iCR,4SH POST DET/41L I. Contractor to verif ALL notes and dimensions to N.T.S. � prior Water Heater 36" high by 4" diameter proceeding with work. steel crash post. Floor 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange With 4 - 3/8" expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.i. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 0 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix m �. 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 handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department %2' C 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 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 pper 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 1-1. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply With F.B.C. R316 - see permit info box of code edition 18. G psum board material shall conform to ASTM C36, C�9, C4-15, C514, C630, C931 CIT60, C1002, C104-1,C11-11, C1118, C12-18, C139E;, or C1396 and shall be installed according to the following: (FBC R-102.3.5) Dr wall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for drywall Spacing installation of into Maximum wood framing members 2" x min. thickness Nails Screws Ceiling Perpendicular 24" -11 12" 13ga 13/8'OIROng with 19/64" head 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR Walls Either 16" 8" 16" 0.080" dia. xx 1 5/8" long with Direction 15/64 head OR Gypsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" -1" 12" 13ga 1 5/8" bong with 19/64" head OR 0.098" diameter x 1 3/8" long / annular -ringed or 6d cooler nail OR Walls Either 16" 81,16" 0.092" dia. xx 1 -1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. 19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, ,4108.1, 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 C11-18 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 84. Insulation shall comply with F.B.C. R31L window Schedule Mark Size Rough Open, Window Description PRESSURE ZONE I. 4'-5 %" x 5'-3 ia" 54 %,' x 63i4" Single Hung ZONE 4 2. 6'-2%"x 5'-3 %8" 15" x 63 %" Single Hung ZONE 4 3. 2'-2" x 3'-2 I/2" 21 %2" x 38 %" Single Hung ZONE 4 4. 4'-5 %" x 4'-2 i8" 54 %" x 54 %" 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 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction D oor 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 C-8" 41 %"x 83 %" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8° 14" x 81 �2" of eceu°'" 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 - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x I %" Solid Core Wood, Steel, or Masonite Door 20 min. rated at garage H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction 2 %2' 2 %2° %2„ 0 "3/8" 2/2„ 4" 2 j2' 0 0 Install doors thru buck into block using tapcons as stated in product aroval form on sheet I. Exterior face Buppp ck to be 2 x L" PT of wall apes 2' VTR / 1211 12I „ MASTER I I BATH LAY-1 LAV-1 211 211 2„ WM-I WC-1 2" 2" LAUNDRY 3" 2" 211 2' AAV JIL2' VTR BT-I 3„ s-1 3„ Ir I 211 KTICHEN 2" LAV-1 2" Ir 31 2„ 2" 3" we -I BATH #2 211 311 BT-I FLUMBiNG RiSER 3 � See product approval for hinge screw into wall req. Detail at Door NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block using tapcons as stated Exterior face in product approval form on sheet I. of wall Varies I"x4" P.T. Buck nailed to lock with case hardened nails prior to window attachment Detail at windows To Septic 14'-O" `1'-6" 12" 8'-6" 12" O OPTIONAL FAT10/SLAB 00 00 11 11012100 EGRESS -- — — — — — —� 12" x 12" Concrete column block filled with concrete and (2) 41 bars vert. tied Into lintels above I I Covered Porch 12'-8" o 00 O 771 71 1 1 1 1 17100 M I MASTER I I — o BEDROOM 00 la-0 I I 8'0" tole'8" A.F.F. n ~u7 I Vaulteld Ceiling I Coffer Ceiling I GR AT o o I RO M — — — — — — — �(_) CV _ Rod >E helf 0 H B I I Vanity to a I I L I `n C L O E I 0 2" x 6" knee -wall 8'-0" to 9'-8" A.F.F. 0below top counter Vaulted Ceiling 1/'27 DiNING 18•ROOM CABINRod 7helf 8 ohF\ IL W A T H o � 34 3/4 h Vanity to be nee wall I 34 %2 " high m KiTCHE Yen thro Dryer gh wall � - _ oo — — 7ver7ang — — I NTS m i N Metal roofing and underlagment intstalled per Product Approval as shown on sheet I over CDX decking - see roof sheeting attachment diagram on roof plan. Truss mfg to pprovide level return to be I" short of wall Aluminum Drip Edge il Fascia 2" x 4" Sub -Fascia 12" Kagcan full o vent vinyl soffit installed per product approval form on sheet I. I" x 4" nailer attached to level return with (2) 8d ring shank nails with min. 1.5" penetration into soffit framing 5/8" thick light textured stucco on typical concrete \ block construction 45 bar vert. w/ 30" overlap at each filled cell 12 4 Wood Base as _ Grade ,11 TYFiCAL SECTiO PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) \R-30 blown fiberglass in bottom chord of trusses I/2" drgwall with smooth finish Two rows of beam block filled with concrete and (1) 45 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 fuR4rring strips at 16 o.c. with .l tI-fo11 insulation on typical 8" Block walls All drywall to be installed per FBC R1102.3.1 and shall meet all pertaining ASTM codes. w Mortar to be Type "M" onil proportioned� �pper FBC R60�.1 and Mortar Joints shall comp y with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with grout and (I) 45 bar vert. (typical). Max s acin shall not exceed 48" unless otherwise noted Masonry Beam see foundation plan notes for spacing at openings I" x 6," P.T. Buck nailed to 4" concrete slab with fibermesh OR block with case hardened nails prior to door attachment head 6"xb" 410/10 WWM on 6 mil Visqueen over and jambs clean compacted termite treated fill Install SGD Frame thru buck into block using tapcons as stated1-11 in product approval form on sheet I. _ II�1- _ 1 14"w x 18 Concrete footing Verify sill attachment with (2) 45 bars cont. and 45 with product approval i transverse bars at 48 o.c. sheet I. Scale 1/2" = 1'-0" Head I �r i N 2" filler A iC Meter iIng door I 0 R-II Batts Insulation 4" (P Steel Ballard W H N _ See detail op .1bI.% sb&eL 17„ I W I zr x s4- � p Provide auto Attic Access 1 closer Nth light I �-----J " 7- "22q � 150 Amp _ t„ 6 0 Panel m °I in GA RA G E E EGRESSY O 8'-4" A.F.F. E) E) I MT [ _IO Flat Ceiling F N = i i N Rod & Shelf O' 0 8'-0" A.F.F. - Flat Ceiling _ F SECOND BEDROOM N O o >` L -0 >< AC �� .. 110 1U Ln oIN)' I 0) %.a00 �j�- -� U N� Q U Ln O l-IL O U LL V Z B. Z Q J--1--! v cal Ln N Z JJJ------11�--H r - - - - - - - - - - - - - - - - - Block wall in garage to be I I struck block = EGRESS O ° ES)O O o0 0 0 p Q 3'-1„ C Y E R D I I 12" x 12" concrete olumn block filled O R C with con rete and (2) l bars vert. tie into lintels above u, O I I I ® I � I I O �O 00 00 00 ° ° CA° 3'-5" 9'-01, J < 3'-51, 2'-8" 2'-8" 4,_2„ 15'-10" I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Install SGD Frame thru buck into block using tapcons as stated in product approval form on sheet I. Jamb Sliding Door Detail At Masonry Wall NTS AREA CALCULATiONS Living A/C = 1+46 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 Garage = 321 sq. ft. Total Under fi`oof= 2108 sq, ft. Total Cubic Ft = 11,568 N LU 11.1 � O v 0 .zW03 LnwUO < > < ao w U 0 ' Q- r r L < I Z 0000 #* ~ O t-- I Q) U U a L4 v X ai L U IL N i L- a < msL J-1--1 SHEET NO: :2, OF S. JOB NUMBER: 12-2� B IO11:- , °°°° o o� C 13 °o o f�G3q��� °o 0 Digitally signed by o o ° ° Daniel R. Braden o:� % AR977770 Date:2021.08.19 000. 14:41:36-04'00' ��o��D°pQ., na% F:0UNED;,4T10N PLAN 20'-0„ SCALE: 1/4"= 1'-0" STRUCTUR;4L MOTES: 1• ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE 11- SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONSTRUCTION 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 12. CONTRACTOR TO PROVIDE SOLID FILLED CELL AND 45 BAR VERT. AT OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF -48" O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS CONSTRUCTION UP TO 5'—II" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS 6'—O" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. BEARING CAPACITY. IF ANY SUB —SOIL, MUCK OR NON —UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 13. DESIGN LOADS ARE AS FOLLOWS: PROPER ENGINEERING DATA FOR DESIGN. SEE PERMIT INFO BOX ON SHEET I. `�•• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 1-4. ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A-16, t ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR -f,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A — 307 STEEL. 5. POISON SOIL AND COVER UJ/ 6 MIL. YISQUEEN WITHIN 2-4 HOURS. NO 15. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, 6. SLAB ON GRADE TO BE A MINIMUM 4" THICK UJ/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: 3" MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2" LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS I-1. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND Iq. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: PROCTOR VALUE. 2" x -f" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 9-15 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE ATTENTION OF THE ARCHITECT. PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. q. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 21 CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... 45 bar vert. w/ 30" overlap Fill cell with concrete and at each filled c (1) 45 bar vert. (typical). Max, spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Thicken edge to 8"x8" Base spacing at openings with concrete and 4" concrete slab with fibermesh OR 4" concrete slab with fibermesh OR one U5 bar continuous 6 xcleanO/10 10 mil Vitede n over pactedon 6 x( 410/10 WWM on 6 mil Visqueen over p / clean combatted termite treated fill GRADE Grade T � I III 77=7117 'll IIII - rete -� IIII IIII with (2) 45 bars cc cont. and "45 3„ transverse bars at 48" o.c. 3" 14" TY�'IC,4L FOOTING DET,41L J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x6 1$10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill U5 bar cont. Step per ... , foundation plan N steel DETAIL AT GARAGE STEFDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) 31:1 bars vert. tied into lintels above Top of footer I6" below finished f loor 12" - ,I 10 _67i OEII II 30"x30"xl6" concrete column footing with (4) aIIII 45 bars each wag 30" 3 COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" v ' --iii r1r, 1-111= H PORCH SLAB EDGE DETAIL 45 bar cont, in Curb height Verify based on foundation plan SCALE 1/2" = 1'-0" 1$5 bar vert. w/ 30" overlap at each filled cell Fill cell with grout and (1) 45 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"x4" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill IIII— gli- 14"w x 18"d Concrete footing . IIII with (2) 45 bars cont. and #5 transverse bars at 48" o.c. 14" f= GARAGE CURB DETAIL II I SCALE I/2" = I'—O" Contractor to provide (,0 proper foundation chairs for proper steel installation 30" min. 2" x 6" PT wood secured with \ Corner Steel L a p 1/2"dia. x 6" expansion anchors with 2" sq washer at 18" o c overhead door track secured to wood n t S jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. FOOTING SCHEDULE Mark Size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"1) MONOLITHIC FOOTING WITH (2) U5 BARS CONTINUOUS 30" x 30" x 14-D COLUMN FOOTING WITH (4) 45 BARS EACH WAY F4 8"W x 8"D THICKEN SLAB EDGE WITH I US BAR CONTINUOUS F5 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB a 0'-0" Filled Cell Masonrg Column With One 45 From Footing To Beam Each. Filled Cell Masonrg Column With One Grout fill To Be 3000 PSI 45 From Footing To Tie Beam See Floor Plan For Location Grout fill To Be 3000 PSI Double Filled Cell Column NTS See Floor Plan For Location Single Filled Cell Column NTS JI 1IIJIIJI I IL I FI I 1 PATIO/SL,AB ^i I ° ---F�—ov z J--F-- J F F I Filled cell under O girder above 24" I Rear Patio/Slab O Jto be poured separate W - r from the house slab. F4 N l o o I ,o n I Thicken footing to 24"w x 14"d x 24"L FI under filled cell I O under girder bearing. O O O of v I Rear Patio/Slab to IS o be flush with bottom of 00 �� I sliding door recess. Slope 1/2" U_ 01 I I I 01 H.B. 4" concrete slab with fibermesh OR 0 6"x6" It10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill 0 I FI N I Qo� v - o Oi m I FI I 0 O 0 O O o A / C � W.H. 1 I 4"fiII filledSteel w/ Concrete ® I I �\ > � I-OIFS �co� I I 1=0 O ID I 4-3 Q� '0 I ESL I I C E +' I I m o 'E N � I uoo J I FI I I a F °'`" I \\ \ I I I FI I — _—_—_ _—_—_ _— — J uo F5 I — O O° O° i i i i i i O° o0 IFS#� I W �I X Io O F41 i I L_ F5-------- 71 00 1.5" Recess for 00 c Garage Door F4 r 1 F�{ r 81 1 — — — — — — — — WE .7 F F 12" x 12" concrete column block filled with concrete and (2) W1 bars vert, ti into lintels above H Digitally signed by Daniel R. Braden Date: 2021.08.19 14:41:26-04'00' w QL � o>t Lb-0 >< AL ., IL o I Cr v N.J100 AC 0 z Q J-H J-H w Q Q LL O U U1 U W N W o O LU u Jr—W L0W" O � � ci cy a' U DO QO (L tii I r L < I Z N N #* aj o U � X� (� LL! v J IL U�L N foQL a` < sL SHEET NO: OF S. JOB NUMBER: 12-2�B 'if r, 0vloeL R. 8���� � 0. {® 00 00 o AR 977770 °c D.. R O=ndO Provide 45 bars with 12" min. lap into beam and 48 bar dia. into vert. filled cell. Provide Cast -Crete 8U16-IB/IT precast - lintel set in mortar Min. 8" Bearing Fill lintel solid with grout. CBS WALL 45 cont. beam steel to run through lintel and tie to down rods in jamb cells. Provide PT Buck attached per jamb letails into filled ce 4" Pre -cast Sill rout Filled Cell Provide 45 bars with 12" min. lap into footing and 48 bar dia, into vert. filled cell. Scale: 1/2" = 1'-0" Verify with Plan Concrete 12 "x 12" Lintel Column Block Rebar Rebar 48 Bar Dia. Min. Overlap Column to Lintel Attachment NTS BEAM SCHEDULE Mark Size and Descrr tion Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 90° bend bar with a 10" min. lap at top bar. i Additional Precast Lintel #5 bars Lintel Bar Clear "A" >'',41 CLEAR Length Length Span Bars Bars 2'-10" 2'-8" I'-6" 2,tt3 none IL----r 1116----.' I& ---- A' 3'-6" 3'-4" 2'-2" 2,:43 none BPS-OBAT SF8-IBAT SF8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,st3 none #5 bars CLEA �`!.'' 4'-6" 4'-4" 3'-2" 2,u3 none ne Row of "H" Block Above 5'-2" 4'-O" 2,3 none Precast Lintel 5 —10 none 5 —8 4'-6" Additional 5'-4" 2,u4 none ,L ----0 45 bars ,s.-----0 7'-01, 6'-2" 2,45 none SFIL—IBAT SFIL—I13/2T 8'-4" -l'-10" T—O" 2, 5 none NOTES: I. min. coverage of steel=l.5" 2. min. bearing required s ea. end=8" ALL reinforcing steel is grade 60. 3. standard for reinf. steel=ASTM A618 TYPICAL LINTEL SECTION PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Specification Rows of H" Block Above " " Bottom steel Size Top steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-L' BFIL-IB/IT ONE I #5 I u5 L113 3541 2854 L31 X-0 3'-1' 4'-O' BFIL-IBAT ONE I #5 I u5 2931 3019 2128 L45 4'-5' W-10' BFIL-IBAT ONE 1 85 1 #5 43LO 2093 446 L50 5'-0" V-L" BFIL-IBAT ONE I a5 1 #5 3480 1880 1204 LLO L'-8' T-L' BFIL-IBAT ONE 1 85 1 #5 2LLI IL34 891 1_80 8'-O' 9'-4' 811"IL-IBAT ONE I #5 1 #5 1843 1133 139 L90 T-On 10'-L" Oft-IBAT ONE 1 #5 1 #5 1533 914 519 L90B 9'-0" 10'-L" BPI(,-IB/IT ONE I #5 1 #5 1533 914 519 1_I00 10'-O' 11'-4' BFIL-IBAT ONE I #5 1 #5 13" 198 604 LIOOB 10'-O' II'-4" BFIL-IBAT ONE 1 85 1 #5 13G6 198 L04 L120 12'-0" 13'-4' BFIL-IBAT ONE 1 85 1 1 #5 1 1015 LOL 433 L120B 12'-0" 13'-4' BFIL-IBAT ONE I a5 I #5 1015 LOL 433 L140 14'-0" 15'-4" BFIL-IBAT ONE 1 85 1 #5 1250 485 341 LILO IL'-O' IT-4" or-IBAT ONE I #5 I #5 950 404 251 LILOB IL'-0' IT-4" BPI(.-IB/IT ONE 1 1 #5 1 #5 950 404 251 - ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS - 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. HIP ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d angular ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2.5" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated in zpermit info box on these plans for appropraite ones. roof ® 4 FTQP3Q TYPICALA GABLE 0 Q� I TYPICAL k I ® 4 FT 4 FT 0IL 4 FT I L ® 4 FT CgE 4 FT Ke Area Ede Field Fastener Max. essure Zone I 6" 6" 8d x 2.5" ring shank 45 psf Zone 2E 2R 2N 6" 8d x 2.5" ring shank -16 psf Zone 3E/3R 8d x 2.5" ring shank 84 psf ANY ZONE 1#8 x 2.5" Screw 24S ps SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss R-19 i 3LOCKING DETAIL )ER STRAPPING TER BEARING POINT 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 8d nails. Substrate to be 19/32' CDX Plgwood nailed at 4" o.c. in field and edges with IOd ring shank nails into studs. Metal roofing and underlagment intstalled per Product Approval as shown on sheet I over CDX decking — see roof sheeting attachment diagram on roof plan. Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails ( 24" o.c.) supporting Max. 1810lbs. uplift 12" x 12" concrete column block filled with concrete and (2) ttl bars vert. tied into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer 16" below finished floor 12 4 Aluminum Drip Edge ( Fascia Flash and Counter flash Nail ledger to gable end truss with (2) 10d Its at each web \ 5/8" thick stucco on 3/8" hi —rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than I-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 45 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 =IIII IIII I IIII IIII —IIII IIII IIII IIII IIII _ _ MH Tut Wood Base C ellln Trusses at 24" o.c. ?e shop drawings I others R-30 Batts -19 batts ceiling transition ded using metal studs 'erifg exact configuration .es Drywall ceiling see typical section transition Insulation Detall nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss d) =3 L X O� rn Q3 4-3 4--) z� N U 0 � N� o0 Ems= °° O tnu� N L" LLLI 2 Brace Gable end with 2" x 4" SYP 42 min. 8ft back nailed to bottom — of top chords using (2) IOd nails at each truss SEE SECTION ON THIS SHEET PRE-ENGINEER-ED WOOD TRUSSES O 9 24"o.c. TYPICAL ( shop drawings bg manufacturer) °p Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia, threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet nails into per detail set or in epoxy with truss. Add blocking to on this sheet ( 24" o.c.) HETA 20 1810 supporting Max. lbs. uplif t N N I LLO BI — — — —, I I N L90 BI L40 BI B I L90 BI I IN �n -2' I'_6„ LLO 11I I LO 12 I BI L45 \> /\/ n "/, 12" I U v —— — — — — —J 0) _ca BI I I I I v� 2 11 LOP 4 ,. 1/ BI L0 Q I/1 to L <� p� U I JZ I � N Q� I UJ E L31 BI Ll.l U //BL4 5 z I i -- -— ----- —LLI 1-IL O Metal roofingand u derla ment intstalled per Product Approval attachment diagram on roof plan. BI 22' x 54" I 5 SLOPE I AtNthght 1 I Q I I 8'-O" MAX. T 0 ppc, ed I I B1 ) P INT l2> RU SE I Z I - I C Br --ram i 12„ O L31 BI B1 I I I I I I BI BI B1 L90B L45 B 1 B 1 BI BI LLO W (L O N( ,� rrica 2 imps e anchor o.c 18B1I LT00 HET sup Ibs, BI L50 t o truss ortl X. upllf t a O W blown fiberglass �R-30 in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete HETA 20 _and (1) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) U5 bar Cont. for bottom row over openings 1/2" drywall over I" x furring strips at 16 o.c, with R4.1 fi-foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar joints shall comp-l9 with FBC R60-1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with Grout and (I) its bar (tg Max. ROOF F L A N spacingg shall nott exceed 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'—O" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4,' 6„ x6 WWM 6 mil over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER an compacted to clean compacted termite treated fill — treated ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. II — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIORI Digitally signed by FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Daniel R. Braden d t Front P Or e i1 PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO Date: 2021.08.19 Scale : 1/2" = 1'-0" TRUSS CONSTRUCTION I 14:41:17-04'00' w QL � R O O NN will I Cr 'a00 AC N 01 W o O LU =3 v O . z W LO 00 < > "" U 00 QO L Z N N #* I aj a- fa w QJxai L_ U IL N LL fo QL � � Nt �D a` 3 SHEET NO: OF S. JOB NUMBER: 12-2�B ........o c 0�o0 R. RRID, ?� ® .0 o° AR 977770 °C O= ° pQ�n nd PANEL "A" Poles BR Load Wire Description circa circa Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator I Range #f. 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 f. Driier #10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. 1 8 1 20 #12 Bathroom Recepts 4 10 Air Cond sor u10 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher 11 12 1 20 1.2 kw #12 Microwave 13 14 Air Handl r #10 5.0 kw 30 2 1 15 #14 General Lighting 15 I. I 15 #14 General Lighting IT 18 WH u10 5.0 kw 25 2 1 15 #14 General Lighting 19 20 I 15 #14 General Lighting 21 22 GDO #12 0.81 KW 20 1 1 15 #14 General Lighting 23 24 Spare Spare 25 2G Spare Spare 21 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) Small Appliance Circuit(s) Range Refrigerator Microwave Dish Washer Clothes Washer Clothes Dryer Water Heater Garage Door Opener 1135 3 5.205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 810 810 Total Watts 35.615 First 10000 Watts 9100% 1 10,000 10,000 Remainder 25.615 °40% 1 0 10.246 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30.246 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical Sgmbol Legezrld $ Single Pole Switch ® Recessed Can Light Double Pole Switch ® Egeball Recessed P Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle Wall Mounted Light =-9 �aterp�oofground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector '1& Flood Light TQ Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ❑ 1 Telephone Jack AC C A/C Disconnect ® 1 x 4 Florescent Light M 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Vent_tbru ___ Soffit FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. 42/0 AL SER Cable (3) #1 THHN Copper With UI Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule 45M0 40 conduit sleeve AMP MCB into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can O meter can O METER METER Intersystem bonding Intersystem bonding 2" PVC ( FPL)-� Termination point 2" PVC ( FPL Termination point schedule 80 schedule 80 2" rigid service FPL 2" rigid service FPL GEC Bare 44 c per wire to (2) 8'-(9 Galvanzied GEC Bare ub c per wire to (2) 8'-� Galvanzied ground rods ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - 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. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wire all required smoke 4 Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected S. ALL exterior outlets to be WP/GFCI protected. 6. Recessed cans to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must comply w/ FBC RM1602 9. A/C Refricierant lines that are run thru slabs must be sleeved in -PVC 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be performed bg a licensed electrical contractor, the completed syLstem shall be fullg operative. 12. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 15. 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. 16. 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. 1-1. 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. 18. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. 20. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 21. Furnish and install all fixtures as called for on the plans or as selected bg others. 22. 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. 23. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 24. Dryer Vents to be installed per FBC RM1502 I I I I j MASTER j BEDROOM=4 I I I I I � �I i GFCI N = I bd I H.B. 16" CLOSIE I N I N GFCI �T J Exhaust Duct m Thru Soffit A�_l / t RGFI GFCI / \ I O_ CFM -4" Exhaust Duct Thru W a I I WP GFCI Install owlet under disc. H B not shown or clarity Vent thru 4 SoWrt A/C 41 Meter OPTIONAL PATIO/SLAB ,'Covered Porch`\ I 01"' WP GFCI \ I \ 1 1 �S I Ityi � I Smoke / Carbon G R � A T Monoxide Detector O M Combo s I C I I I I �I TY I I = II II II I DINING I GFcI I ROOM I FCI\\ \ I \ I I 0 N A 1GITC1-IEN I � Smoke /Carbon L - Monoxide Detector 31 I `� CHIMES � /24" 3'-2" 3'-2" F C M �cX GFCI 42" GFCI ll I W.H. I 22' x 54' „ Attic Access 1 Nth light I �\ L_U--- 150 AMR 1C Optional P a n e l Pull chain panel location \ light in attic 42" GFCI GARAGE Garage Door _Opener ---------------- I I I I I I I I I I I I I I I I I I I I I I ELECTRICAL PLAN il 5o CFM F N R-0 �W , ?O Centel�`. SE \NE t � CO ®s TY BEDROOM / WP GFCI ri 'COo��H� ' I SCALE: 1/4" = 1'-0" Attic Ventin Calculations FBC 2309.1 Total ,attic Space = 2124 sq. ft. Venting Ratio 1/1S0 = 14.1� sq, ft. required Provide A Continuous Vented Soffit Post Light with Photo cell I H.B. Exhaust Duc Thru Soffi Wire For Front Post Light Digitally signed by Daniel R. Braden Date: 2021.08.19 14:41:06-04'00' a Q�5U °4J U Q Q N 111) � W o O ' z W Ln W O < " C4 < ao ao (L IF IF L I Z 0000 #* fa Uj x a► a` < `fi �D A� J-1--1 SHEET NO: E-1 OF S. JOB NUMBER: 12-2�B re" ° ° v R. 8���� � 0.1 o° AR 977770 °C O= °