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HomeMy WebLinkAboutPlans - Royale - Left - Impact Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. 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 12 SLOPE 1 -4 4 SLOPE v N Q) Q1 8'-1" BEARING oU 12" 12" 12„ EGRESS EGRESS .' ,—) Q) O.H. .H. .H. COVERED Finish Columns Wlth o PORCH 5/8 thick cut coral COVERED 1LU O O finished stucco bands PORCH —N i E O N I 5/8" thick light textured ® 2 N _r stucco on typical concrete L block construction O'-O" = Finished Floor O QL 7/— — — — — — — 5/8" thick x 8"W cut 5/8" thick light textured coral finished stucco bands stucco on typical concrete 5/8" thick x 8"W cut N LQ block construction coral finished stucco bands U RIGHT ELEVATION Imo U � Q " Truss mf to provide level RE /4R ELEV /470N Q SCALE: I/�{ I O g return to be 1" short of wall SCALE: 1/4" = 1'-0" Aluminum Drip Edge Fascia 2" x 4" Sub-Fascia 1 2 " 1" x 4" nailer attached to Kaycan full o vent vinyl soffit installed level return with (2) 8d per product approval form on sheet 1. ring shank nails with min. 1.5" penetration Into soffit framing Metal roofing and underlayment intstalled per Product Approval Metal roofingand underla ment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting as shown on sheetI over COX decking P see roof sheeting TYPICAL SOFFIT DETAIL attachment diagram on roof plan. attachment diagram on roof plan. NTS 7/8" 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 Plywood nailed at 6" o.c. �J in field and edges with IOd ring shank galvanized 12 12 nails Into truss webbing. �{ SLOPE � SLOPE Z _ Q � '-I" EARI G 8'-I" BEARING O 12" 12" 12" 12" 12" LJ H. PER H. H. mom H. EGRESS H. 3 3 5/8" thick x 8"w cut L coral finished stucco bands — — O'-O" = Finished Floor— — O'-O" = Finished Floor — — — — — — — — � N n ch +-�— QL W E 5/8 thick light textured 2' 2„ 5/8" thick x 8"w cut W ° O stucco on typical concrete 11a O coral finished stucco bands block construction z LU FRONT ELEVATION z > N� � o LEFT ELEVATION < OD OD U SCALE: I/4" = I'-O" SCALE: 1/4" = 1'-0" u < ' (L r r Q Z CA CA O 73 PERMITTING INFORMATION (FORM 100) O rr � Florida Building Code Residential: -ITH Edition and ASCE -1-16 for Wind Loading 2R 1. 3E 2N 3R 2N W U � Co Product Approval Submittal Affidavit Building Design is: Enclosed Risk Category: II Wind Speed: 165 mph ultimate _ C�__ Mean Roof Height: 13'-8" Roof Pitch: 4:12 (�°-20°) 2E 3E � � � �' Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows t Skylights Internal Pressure Coefficient: ± 0"I8 3E L I U (6 �� +' Opening NOA/FL TEST 1/2" drywall ceiling on truss bottom cord Sub jectability to damage from: Weathering: Negligible Termites: Very Heavy 2N 2E 5 r _ L P g Product Model 4 Manufacturer Glass Attachment method Expiration Design Pressure 2 x 4 top plate — i(a Type NUMBER Width of Roof End Zone: 4 -0 3R Date of Approved Tests 3E 4 I/4" dia, to cons w/ min. 1 3/8" penetration to be Wind Exposure Classification: C W 1,2,3 FLU 23`1 4 Single Hung SH-�700A PGT 5/16" spaced per product approval. Cotractor shall adhere to + Adjustment factor for Exposure Height Using Allowable Stress Design and Impact min. edge distances specified in Product approval 65.0/-80.0 PS .I P g g g L p g P pp Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.60L+0.6WL 5 nsta x uc to concrete blockwit solidfilled cellwit Overhead Model 824/811 (1) #5 bar vert. using 3/8" x 6" Hilo HLC Sleeve anchors at al o.c. 1,QO = O 6 GABLE ROOF FROM FLU 15371.7 18'-2" max. width ith 1.25" dia. washers with min. 4" edge distance. Install track to buck + Exp Height Ad j Factor: x Load Combo Factor 0.6 applied below 2:12 TO 8:12 PITCH DAB sing (1) 5/14" x 1 5/8" full thread lag screws in each bracket maintaining 50.0/-60.0 PSF Garage Door 16'-0" max height min. of 1.5" edge distance — GC to etrictly adhere to product approval Door Compan rovide ,/1G" ushnut washer on roller shafts. GABLE ROOF Components t Cladding Wind Pressure: I/4" dia. tapcon with min 1.25" embedment at 6" max Zone: 1 2E + psf 15.0/-3q.0 Smooth from corners and 14.5" o.c. max. thereafter in jambs. 15.0/-51.0 B FL# 15213.1 Fiberglass Fiberglass Plast-Pro � +65.0/-�O.O Zone: 2N, 2R, 3E + psf I 3 2R 73 Sliding Glass Series 110 1" nom 1/4" dia. tapcons w/ min. 1 3/4" penetration to be 1/2" drywall On Zone: 3R +15.0/_69.0 psf 2R41, 2E C FLU 251.4 SGD PGT spaced per product approval. Contractor shall adhere to + 60.0 PSF HIP ROOF Components t Cladding Wind Pressure: 3 Door Type "G5A' min. 2 1/2" edge distances specified in Product approval — 2 X studs at 1� O.C. p g Zone: I +18.0/-31.0 psf 2R Zone: 2E/3E +18.0/-41.0 psf 2E TEST Zone: 2R +18.0/-53.0 psf 3 I. 2R NOA/FL Model � Manufacturer Design Pressure 2E 5 Product Attachment Method Expiration of Approved Tests Components >E Cladding Wall End Zone Width: 3'-0" 4 �� 3 SHEET 0: NUMBER Date PP For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment WALL Components t Cladding Wind Pressure:Zone + +23.0/-25.0 psf 4 CM-18531 MI Windows penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" + 118.9 PSF Zone �: +23.0/-31.0 psf Mullions FLU 15353.8 vertical mullion and doors self tapping screws per clip as shown in product approval. _ 5 1 4" concrete slab with fibermesh OR Components t Cladding Wind Pressure (NET) on Garage Door: Zone 5: +32.0/-41.0 psf HIP ROOF 2:12 5Y Crimp 26 a. 5v crimp metal roofing attached to plywood deck using 49-15 x 1.5" Roof Zone �"x6" 410/10 WWM on 6 mil Vlsqueen over p TO 8:12 PITCH OF �, Roof FLU 33818.2 p Gulf Coast Supply HWH wood screws with self sealing washer at 12" o.c. max spacing er System 1/2E/2R: clean compacted termite treated fill Shear Walls Considered for Structure? Yes Metal Roofing no. 5V-7ype I for max pressure —94.25 psf. Install per system 5PV type 2 and manufacturing for max. pressure of —131.0 psf. Fasteners shall be installed through underlag— — `14.25 PSF ? Yes ment and attachedto/throuh I wood per sheeting attachment detail on roof 2" x 4" P.T. bottom plate Continuous Load Path Provided. � = Roof Zone I 2N/3/3E31.0 base-board aa plan. Plywood to be 19/32 X. Wells Zone '� 1� -131.0 PSF � I Presumptive: T Are Components an Cladding Details Provided? es Minimum Soil Bearing Pressure: psi, X By Test:_psi Install two lagers of T vek horizontall in shingle st le fashion using 4' and END ZONE 9 9 y y y Pr I This Building Sall Have the Following: - DuPont otec 60 h h h y � Roof Zone 2E/2R 12 - 100S 6" overlaps. Install using I" dia. metal or plastic cap nails at 12" o.c. along Underla FLU 208�6.1DuPont P 9 P P 9 y T vek course and end laps an a single row 24" o.c. along middle line of the field g g X Walls Zone 5 y APPROVED SHUTTERS: IMPACT GLASS: BOTH: NEITHER: I.A.W. the product approval installation instructions. Stagger top layer using 26" undercourse strip parallel to eave edge and cover with full sheet. CORNER ZONE 0.���O�o Overlapsuccessive sheets b 26" I.A.W. product approval installation instructs ns. ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage: 10 psf = Roof Zones 3/3E/SR � FLOOR LIVE LOAD: psf FLOOR DEAD LOAD: 10 psf Attic with storage: 20 psf Roof Zone 2N �0- ��......... o Siding Stucco on Block ntS QQ °° oc o Install using2" x 4" PT battens attached to wall using 3/16" dia. �° LR.8%, ° Soffit FLU I1e503.1 12" Tripple 4 with 1" m1n embedment into wall. Attach Soffit channel to wall usin �� ° O Full-O-Vent Single Ka can LTD + 55.E PSF Digitally signed by o° ° ® oo b g y 0,091" dia. x 1.5" 7-rails at 12" o.c. per detail C in P.A. Install J" _ Q o o ° SPAN VINYL SOFFI channel to bottom of fascia using staples into soffit and same 7-rails ELEVATION NOTES: ° at hem and in valle s er detail A in P.A. ( roduct a royal) ,4 L L C O>�T R A C T O IR �U A IR IR ,4>\l T I i=S BEGIN I >� lU H i=>\l T H i= C L O S I>� Daniel R. Braden o�s°o° A����® — RETURN ALL STUCCO BANDS TO WINDOW OCCURS SETUJEEN 7HE BUYER AND UJYN NE BUILDING CORF Date: 2021 .08.19 I have reviewed the above and approved It b(q mg Seal below. ( Architect or Engineer of Record ) OR DOOR, AND UJ I L L CONTINUE FOR ONE YEAR FRO 1l 7H,47 D A 7 E ao�°°°°°°° p°� �O�� 14:56:41 -04'00' o Q��a�. o0 ��0000D�a PLOOR PL ,4 N < 35'-O„ TYPICAL NOTES: SCALE I/�" = i'—O" CR ,4SH POST DET ,41L 14'-0" 2l'-0" �'-O" �'-O" 10'-01, I. Contractor to verif ALL notes and dimensions prior to N.T.S. � p W.H. = Water Heater 36" high by 4" diameter Opt. PATIO/SLAB proceeding with work. steel crash post. Floor 3' 10 3'-10 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3/8" - %2 /2" 20 expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t So ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 6„ 00 I IE)0 00 00 ° -4. No dissimilar metals to touch. 0A EGRESS 0 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2%2" 2%Z" O l2" x 12" Concrete column ��„ �2„ r — — — — — — — --� block felled with concrete and ALL Concrete used for vertical filled cells, cont. tie beams etc., to o (2) 41 bars vert. tied into shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix o I I lintels above �. Drywall at ceilings shall be leveled and attached to bottom chord °13/8" 2'2" 1 1 0 P 0 R C H _ o of trusses with screws per FBC R102.3.5. 02,2„ 0 I 1 WIRE LATH >i sTucco -o >� 1. ALL wood in contact with concrete shall be pressure treated. 0 o I CEILING 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. �Z 1 MASTER I o v mil. ALL plumbing fixtures to be low flow. i N BEDROOM 10. Contractor to Provide Drain at water heater in accordance �0� 0 4 Coffer Ceiling With the current edition of the Florida Plumbing Code. OQ 1 O E� 11. Contractor to Provide a 2' -8" wide door at one bathroom for � � 1 i 00 00 MT OO O O OOO° „ �U 2' VTR handicap accessibility requirements. 2,2" 2,2" I 12'-8„ 4„ 1 �, 12. Lowest finished floor to be set by Governing Building Department %2" 6„ %" �'� 1 surveyor to set in field. 2 O I O ui ,ter 13, Separation between residence and garage shall be per FBC R302.� 1211 I MASTER o 1 I I O `�' °' I B 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door , � � � I LAB � I � 15, Wall and Ceiling Shall have a flame-spread classification of not greater than 200 er FBC R302.9.1 LAV-1 I 1 8'-0" to 9'-8" A.F.F. I 2" N V arnt to be / I�. gall and ceiling finishes shall have a smoke-developed index of not greater than �f O per FBC R302.9.2 1 Van,t, to 1 Vaulted (Ceiling ► igh 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant 1 wM-1 „ 2" 0 L — — — — — — I I N fQ flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 2 w�_, 2" 0 I O U U LL/ materials exposed on the underside of the roof deck or on the attic walls shall comply 2" LAUNDRY 3" with F.B.C. R31� - see permit info box of code edition 211 20'1-8" ; M U (� 18. G psum board material shall conform to ASTM C3�, C19, C41S, C514, C�30, C931 „B 3T-1 3" Rod >I shelf I O Q U C��O, C1002, CIO41,CII11, C1118, C1218, C1395, or C139 and shall be installed 2" 1 T" AAV JILT VTR 0 ° according to the following: (FBC R102.3.5) 3" S I 61_011 6,_4„ 1 G R EIA T _ Drywall Location Orientation Framing Max. spacing Nail sizing options for KTICHEN 2" 1 - I\ O Q M Thickness Member of fasteners installation of dr wall into LAV-1 m = Maximum wood framing members AREA CALCULATIONS 3" 2 Lr H B � O � I 1 N Nails Screws 2 x min. thickness 2 2" x 6" knee-wall Ceiling Perpendicular 24" ill 12" 13ga 1 3/8" long with 19/64" head Living A/C = 1720 sq. f t. 2" rro O COF, JE cn p 0.098" diameter x I I/4" Ion = 3" wc_i BATH #2 1 below counter to I g Back Porch Total 210 sq, ft. annular-ringed or 5d cooler nail 3" 2 1 �2 " OR Garage = 317 sq. ft. 18° 0 BT-1 LINEN QL 8 I O 0.080" dia. x 1 5/8" lon with 3 C.O. p O CABIN Rod >I Shel ��� y- °Walls Either 161, 81 16 g = Direction 15/64" head n t r(�. 8 Sq• t OR 3 lY = � _ Gypsum board nail 0.086 dia. Total Under Roof= 2 215 sq, f t. I ow / x 1OL 5/8" with 9/32" head. = To Septic _ W — ^� I [DINING O Total Cubic Ft 13,1�0 i ROOM �L_ Ceiling Perpendicular 24" ill 12" 13ga 1 5/8" bong with 19/64" head U M I' b O W 6' 0" ° I O 0.098" diameter x 1 3/8" long Masonr Beam 610 �ith'ca3^e 6nrF.,,, ils I\ N ~ O n I 8'-0" to 9'-8" A.F.F. 5 annular-ringed or 6d cooler nail y prior to door attachment 3 3 I " OR - knee wall Vaulted CeilingU 0.092" dia. x 1 1/8" Ion with I" x 6" P.T. Buck Waded to I 1 0„ block with case hardened nails - " A.F.F. ': - ° LH OR prior attachment head 0LL - Flat Ceiling I I-I/2" OVERHANG O o Walls Direction 8 I/4" head •` •� Gypsum board nail 0.0915" dia. p Masonry Mall IL i-3 x I -1/8 with 19/64 head. O Install SGD Frame thru buck into O H N K i T C H E >� - Q block using tapcons as stated _ N O Upper cabinets to U 19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.�, in product approval form on sheet I. � i extend over Ref. 12'-6" A108.1, A118.1, A118.3, A13�.1 and A13�.1 N 0 Io'-5" ° �' 20. Cement, fiber-cement or lass mat sum backers in accordance with ASTM Head N 0 NON-VENT THIRD OLLI g gypsum Install SGD Frame thru buck into — sliding door block usin tapcons as statedO C1288, C1325, OR C11�8 and installe I.A.W. manufacturers recommendations shall in product form on sheet I. �"-o"" G qR — - O - — BED � OOMbe used as backer for the wall the in tub areas and wall panels in shower areas. Verify Sill attachment req. Jamb O oQC R o N o 21. Insulation including facings such as retarders or vapor permeable members installed with product approval on Typical Flooring 8 -° A.F.F. w Z L within floor-ceiling assemblies, roof-ceiling assemblies, wall, crawl spaces and attics Sheet '- Sliding Door Detail _ _ _ _14H7 Flat Ceiling = O p p o A/C O R-11 Batts Insulatwn F -2r' x 5,a" H. >I W shall have a flame spread index not to exceed 25 with an accom an�y in smoke developed index not to exceed 4SO when tested in accordance with ASTM E 8-4. N At Masonry Mall NTS - I Provide auto I 8 - - vz Attic Ades p :. ..•. . -... ... ..:•. _.� .... .. tr with fight �' \�t � 3,_4„ 3,_0„ insulation shall comply with F.B.C. R3I�. Bottom Track closer L _ _ _ _ _ �I I \ 1 c f) Sill 4"0 Steel Ballard I yT. \O I Install doors thru buck into See detail on this sheet 1 block using tapcons as stated INSTALL VULKEM BLOCK SEALANT rn �l J install windows thru buck into in product approval form on sheet I. - — — block using tapcons as stated Exterior face Buck to be Z x 6" PT ON ALL JAMB, HEADER, AND �t— N Exterior face in product approval form on sheet I, of wall BILL BLOCK PRIOR TO BUCK _ a� O n E (�1 of wall cries INSTALLATION ° Linen N +s— 111 O Q Varies FF ISO Amp O Double Dou le � u Panel Hanging ® Han n Z 22 - 0 ' z LU �� o See product approval for I"x4" P.T. Buck nailed to hinge screw into wall re _ 4 B 1"� "H N N +-' block with case hardened nails g q 0 0 G A RA G E 11 E `� H.B. U prior to window attachment Detail at DOOr r1k8'-4" A.F.F. _ 11 g o m m Vanity to be I I u 3 /2"hi '� � rr L < Detail at Windows Metal roofing and underlagment intstalled per Product Approval CA � Flat Ceiling � � I I L � oD ( � � T ca N T S as shown on sheet I over COX decking - see roof sheeting O LO I Z N N 73 attachment diagram on roof plan. _ 0 0 Cn N N T U rr� T- 12 i-----------------i © �angin� Hanging _ O r r PRE-ENGINEERED TRUSSES O — — �" U U Co 4 _ Block wall in I s oe sac; LLI Co at 24 o.c. TYPICAL73 Truss mf to provide level (shop drawings by manufacturer) _ j struck Locke j 0 0 MT 0 0 ,� ~ 11� x J Window Schedule g p 0 I 0 EME GENC E) 0 N ,i return to be I short of wall I I EGRESS O J _ � 6 �LL +' Mark Size Rou h O en. window Descrl tion PRESSURE ZONE 4'-9" 4' S" o,v U Aluminum Drip I I r _0 L I. 4'-5%"x 5'-3 is" 54%"x 63ii" Single Hung ZONE 4 Edge ff Fascia R-30 blown fiberglass I I �U — to Single Hun in bottom chord of trusses I I cn 2. 6'-2/a"x 5'-3 /6" 15" x 63/," 9 9 ZONE 4 2 x 4 Sub-Fascia 12- I I E N 3 2'-2" x 3'-2%" 21�,"x 38%" Single Hung ZONE 4 1/2" drywall with smooth finish Kaycan full o vent vinyl soffit installed 8„ 12'-6" 4. 3'-I" x 5'-3 js" 38" x 63 '/," Single Hung ZONE 4 per product approval form on sheet I. Two rows of beam block filled with concrete and (1) 45 bar cont. in each row. Substitute 00 00 00 00 5. 4'-5ia"x 4'-2 ia" 54%,'x 54 Y8" Single Hung ZONE 4 precast lintel filled with concrete and (1) 1*5 O SECOND oo I x 4 nailer attached to bar Cont. for bottom row over openings ,4 ALL Windows to be aluminum windows w/ tint level return with (2) 8d C.C.U. BEDROOM" and mullions per eleVatlons, ring shank nails with min. 1.5" 1/2" dawall over I" x furring _ - 73 p penetration into soffit framing strips a 16 o.c. with R4.1 Pi-toll 0 ALL windows to withstand pressures in permit info box on sheet I insulation on typical 8" Block walls 0 8'-o" A.F.F. 0 ALL windows in bathrooms to be tempered All dr wall to be installed per FBC R-102.3.1 Flat Ceiling 5/8 thick light textured y All rough opening dimensions to be verified by contractor stucco on typical concrete and shall meet all pertaining ASTM codes. (� with manufacturers specs prior to construction block construction Mortar to be Type "M" only proportioned �pper FBC R601.1 LJ) and Mortar joints shall comply with FBC R601.2.11. O o [Door Schedule Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar Vert. w/ N O EGRESS O N `SHEET 0: 30" overlap F111 cell with grout and N N Mark size Rough Opening Door Description PRESSURE ZONE at each filled cell (I) #5 bar Vert. (typical). Max, spacing shall not exceed o E ES) COD A 9'-O" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 48" unless otherwise noted Wood see foundation Ian notes for O B 3'-O" X 6'-8" 41 %," x 83%," Fiberglass Panel - Inswing ZONE 4 ase p 14" x 81 i2' ;;�^bottom spacing at openings OF 5. C 6'-O" X 6'-8" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 i2" 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 6 mil Visqueen over 3 4 2'-8" 2'-8" 2'-2" 9'-6" 2'-2" JOB NUMBER: E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel compacted termite treated fill ao 15'-lo" 5'-4" 13'-10" — c can c e F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 12 1 O O B G 2'-8" x 6'-8" x 1%," Solid Core Wood, Steel, or Masonite Door Grade \ v - - H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel d 2' 6" X 6' 8" Solid Core - Wood - 6-Panel - Bi-Fold oo �FFH o oo 14"w x 18 Concrete footing Digitally signed �' ���R.8 ALL Exterior doors to withstand pressures stated In permit Info g y g Q° o°® box on sheet ( ( III . ( III with (2) #5 bars cont. and 45 14 transverse bars at 48" o.c. �' ° . '° O by Daniel R. o. o GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL ° AG�B�i® °off WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 Bradeno o All rough opening dimensions to be verified by contractor T Y P I C ,4 L S E C T i O N Date: 2021 .08.1 9 ao� °°°o°°°°°°°o(��000 with manufacturers specs prior to construction Q u o' Q D °Q. Scale 1/2" = I'—C" 14:56:29 -04'00' � FGLIIIIIIIINEDATICN P 35'-O" - - - - - - - - 14'-O° _ F4 F4 21'-0„ � 10'-O" S T R I� C T U R A L_ M O T E S : SCALE: I�4" = I' -o" -� Opt. PATIO/SLAB 12" x 12" concrete column block fillff 1. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE II. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY F4 with concrete and (2) #� bars vert. tied ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS I N into lintels above � CONSTRUCTION 00 00 _�_�_�_�_ _�_�_�_�_00 00 0 —I ° 12. - - - - 0 - — — — — — — — L 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION CONTRACTOR TO PROVIDE SOLID FILLED CELL AND #5 BAR VERT. AT O O L — L OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF 48" O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS r FI O F4 F4 CONSTRUCTION UP TO 5'-II" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS I I T 6'-O" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION Filled cell under 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. I FI I o girder above I N BEARING CAPACITY. IF ANY SUB-SOIL, MUCK OR NON-UNIFORM I I O _ I o v CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 13. DESIGN LOADS ARE AS FOLLOWS: O I I = I �� PROPER ENGINEERING DATA FOR DESIGN. SEE PERMIT INFO BOX ON SHEET I. FI 24" Rear Porch Slab to W F4 O be poured separately `�.. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS J from House Slab. 0 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 14. ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A-I6, t I r -1 I o v BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. I N E 0) I �U v o, Thicken footing to — L 5• POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO 15. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR OD U -S O I 24% x 14"d x 24"L ° I 3 SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. �r v a I under filled cell I FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, -N under girder bearing. 00 00 - O O 00 6. SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. I L — — �— — - - SLABO Q-U ON GRADE TO BE A MINIMUM 4 THICK W/ 6X6 10/10 � — — — — — WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR I FI - Rear Patio/Slab to F� —N BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: be flush with bottom of I N O slidingdoor recess. (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: 3" I lope I" I �_ > i MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2" moo LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 11. 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 I I v STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND Iq. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM I I 0 U E U COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: I '� PROCTOR VALUE. 2" x 4" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI I I 0 U U Q 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 915 PSI O I p 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 H.B. I 4" concrete slab with fibermesh OR FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD ° 6"x6" 410/10 WWM on 6 mil Visqueen over I O O clean compacted termite treated fill 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... Termite Protection for New I FI Construction as per F .B .C . R318.1 � I I � 45 bar vent. w/ CONTRACTOR TO REFERENCE F.B.C-R _ � 30" overlap Fill cell with concrete and FOR FURTHER REQUIREMENTS - I F_ at each filled c (1) #5 bar vert. (typical). -� / ' n/ Max. spacing shall not exceed -� I _ l 48" unless otherwise noted ' , / Wood see foundation plan notes for Thicken edge to 8"x8" I �- O Base spacing at openings with concrete and 4" concrete slab with flbermesh OR N 4" concrete slab with flbermesh OR one #5 bar continuous 6 x " 410co10 WWM d on 10e mil tr treated Visqueen over 6 x6 #10/10 WWM on 6 mil Visqueen over p � +-� LH clean compacted termite treated fill GRADE _ V Z Grade Z IL � � O III = o � O - E 14% x 18"d Concrete footing 8 O - with (2) #5 bars cunt. and #5 F PORCH SLAB EDGE DETAIL transverse bars at 48 o.c. — — — — — — I L SCALE 1/2" = 1'-0" O O o 3" I I I 14" 45 bar vert. w/rlapr — — — — — — — — — — — I I J�--1 F I TYPICAL FOOTING DETAIL a�eachefilled cell O A/C O I W.H. I - - I �� SCALE I/2" = I'-O" #1 I I ��# W I ;- 4" concrete slab with flbermesh OR #5 bar cont. in curb Fill cell with grout and 0I F_ (I) #5 bar vert. (typical). I 4 o Steel Ballard � I , 6"x6" 910/10 WWM on 10 mil Visqueen over See detail on this sheet clean compacted termite treated Max. spacing shall not exceed I I I Q � p 48" unless otherwise noted I IL _ - � Curb height 45 bar cont. Verify based on Wood see foundation plan notes for 0 I 14'-G"' I I I - L0 m foundation plan Base spacing at openings I I LLI EO O Step per 4" concrete slab with flbermesh OR �. foundation plan 6 x6 #10/10 WWM on 6 mil Visqueen over I W Z vi `t clean compacted termite treated fill I 4" concrete slab with flbermesh OR I I O Z LU oD m u O �y Grade 16"x6" #10/10 WWM on 6 mil Visqueen over °. . . can compactedermi a rea e i v . - _ = It t treated _ CA CA m _ m c � � oD OD� < 3„ 3" (2) 45 bars cont. bottom steel - cy -; I I I FI OD OD # N Z cy cy 71 � �7�7F� Z 7 lo" I I Lo O 12" _III 0 wiith (2)8#5 barscrete c nt.fandn#5 I I I I 0 cal L F 2 DETAIL AT GARAGE STEPDOWN transverse bars at 48" o.c. I — — — —FI U rr SCALE 1/2" = 1'-0" 14" `� J W U 11­- 12" x 12" concrete column = N 0 0 0 o I I Q) X J block filled with concrete O Contractor to provide O I O O O 1 `6 LL and (2) #, bars vert. tied GARAGE CURB DETAIL p I I I �LL � into lintels above (n proper foundation chairs rna, (� in Min. SCALE 1/2" = 1'-0" for proper steel installation F5 m n' r Edge — t Top of footer �" F5 16" below finished;11'2 or N " o L — — — — — — — — — — — — � - - — O 00 00 1.5" Recess for 00 00 Garage Door I FI � 30"x30"xl6" concrete 30 min. ,- _ a ' column footing with (4) �' 0 I I O 11 1 11 1 #5 bars each way -1 3' 2" x 6" PT wood secured with Corner Steel L_ a p 1/2"dia. x 6" expansion anchors E) I 0 with 2" sq. washer at 18" o.c. overhead door track secured to wood n t S \ FI / O - � 3COLUMN FOOTING DETAIL jamb per manufacturer's product approval N ° - — — — — — — — � ° N SHEET NO: SCALE I/2" = I'-O" Garage Door Jamb Detail N o o-;-;-;-;-;-;- o o N GARAGE DOOR TO WITHSTAND PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT T S APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. OF 5, Filled Cell Masonry Column With One 3'-4" q'-o° 3'-6" 2'-8° 2'-8" 2'-2" 9'-6" 2'-2" JOB NUMBER: #5 From Footing To Beam Each. Filled Cell Masonry Column With One Grout fill To Be 3000 PSI #5 From Footing To Tie Beam 15'-l0° 5'-4° 13'-l0" >< F O O T I N G SCHEDULE See Floor Plan For Location Grout fill To Be 3000 PSI Mark Size Description See Floor Plan For Location oOD�DODFDF��pQo O o FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 1*5 BARS CONTINUOUS F 12"W X 12"O MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS : ':';::':; "' 0' ���R°8 F O" x O" x 16"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY Digitally signed by o� o °°® Daniel R. Braden 3 3 5°°o AR 9770 F4 8 W x 8 0 THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS [Double Filled Cell Column S I n g l Filled cell Colu m n Date: 2021 .08.19 00a0°°°°°° °°°° 14W x 18D o 00 a F5 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 0'-0" NTS , ooS�° °p p°°s With Curb at Garage NTS 14:56:19 -04,00 0000e�poQOO OOOD Provide 45 bars with 12" min. lap 45 cont. beam steel to run Trusses at 24" o.c. into beam and 48 bar dia, into through lintel and tie to see Shopdrawings down rods In jamb cells. g Simpson HETA 20 sing Simpson MGT with Vert. filled cell, bg others h embedment s t t t H � � � O O � SHEETING hurricane anchor at each truss 5/8' diausthreaded rod with min IZ" °.: •.: . " °." o. . - "" .° 2�„ Into beam either we se or In epoxy with ATTAC R-30 Batts o c ) supportin ax (22) IOd nails into truss. Add bloc in truss leg per detail on this sheet ------- -- - - = - --- --- = -_- -_- - - - - - -__- 1. Minimum Nail Size = 8d angular ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2.5" 1 ": 'I 3. Minimum Sheathing Thickness 1`1/32" CDX Plywood R-19 Batts N � Provide Cast-Crete I_ ,l I: 1 4. Use nails or screws based on pressure for roof stated R-19 Batts in ermit info box on these plans for a ro raite roof "" 8U16-IB/IT recast p P PP P lintel set In mortar I I l zones, L45 L90B LIOOB Min. 8" Bearing 1 0 4 FT 2E — Fill lintel solid with I' l TYPICAL N grout. Provide PT Buck Grout Filled Cell GABLE I �� Frame ceiling transition BII I B1 W 1 l l attached per jamb .;"I I � TYPICAL O W 2N k HIP as needed using metal studs i N ? details Into felled cell _ 2 field verify exact configuration I — 0 1 3® 4 FT 2R and sizes N I °p J `n l •l I"; -1 2R 4 FT R 2E Drywall ceiling I I N L90B 1 4 Pre-cast I", F I F see typical section Sill <..; 2N F,c .off u QL - 4 FT 1 Celling transition Insulatlon Detalllu I o I Provide 45 bars with 12" min. lap into footing and 48 bar did. into 4 FT ZE 4 FT - I +� Q� i Vert, filled cell. I `r L60 Ec— I " Ke Area Ede Field FastenerMax. l Pressure uJ (L U Zone I 6" 6" 8d x 2.5" ring shank 45 psf BII I BI I — 4 6 2 5" Zone 2E, 2R, 2N Sd x ring shank �6 psf 12 2'-21 1 Zone 3E/3R �{" �{" 8d x 2.5" ring shank 84 psf `n ,ter Concrete Footing N H (n o See foundation plan for ANY ZONE 6" 6" #8 x 2.5" Screw 263 psi � I I for exact sizes L x I ()[ 4-) I I B I L45 N DETAIL AT WINDOW OFIENING IN ° � �' �, I � Q IIIIII — — — — — — � VA TED ARE � N CBS WALL L Scale: I/2" = I'-O" <4-) lZi SINGLE PLY REAR GIRDER TRUSS L C) r U W L /I N I U Nail 2" x 4" blocking to vert. leg of _ SLOP '� (U LL LL Q 0 truss with IOd x 1.5" nails at 4" o.c. p BI _ W p N a q) aD <r Nt- Install Simpson MGT into wall using cn u E B o v N 5/8" dia. threaded rod set min. 12" L N o into wet beam and (22) IOd nails into truss L Q) OD Verify with Plan Concrete 12"x 12" Lintel — L Column Block W L P .. v TRUSS BLOCKING DETAIL o L31 BI z Rebar AT GIRDER STRAPPINGLU Rebar 48 Bar Did. '` AT CENTER BEARING POINTZZ_ZS = O Min- Overlap �WU C Olumn to Intl ttac m nt Z NTS12 Q � O BI '4 SLOPE O M � LU ul S E A T 1 SCHEDUL �= Metal roofing and unde lagment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting Mark Size and Descrl tlon 111 Two rows of beam block filled with concrete and 1 45 bar Z LH BI continuous in each row. Hook vert. bar over top bar with 22„ x 54" , 5 90' bend bar with a 10" min. lap at top bar. I Attic Access 11�" — — L31 I— ��— W BI Cn Additional Precast Lintel / �C #5 bars �_ Lintel Bar Clear A Aluminum Drip - Edge >I Fascia Brace Gable end N � N �•' CLEAR Length Length Span Bars Bars 1/8" thick light textured stucco installed per with 2 x 4 SYP #2 \ (1 m r N r h N ASTM C 926 over ASTM D t e 2 paper backed 8ft back nailed to bottom �1— E ' 2'-10" 2'-8" I'-6" 2,Ua none wire lath nailed to substrate through one layer of top chords using (2) IOd � I z I \ I I uJ � U ASTM D Tye 2 felt paper using 8d nails. Substrate nails each truss I I/ I o P Flash and Counter W Z vi to be 19/32' COX Plywood nailed at 6" o.c. in field " Z +, 2'-2" 2,U3 none and edges with IOd ring shank nails into studs. flash = _ Z LU OD 0) U o 8F8-OB/IT 8F8-IB/IT 8F8-IB/2T I O / I I \ I .H > LI) aD Additional 4'-0" 3'-10" 2'-8" 2,U3 none Nail ledger to I / I I \ I BI < CA CA ' ' U #5 bars gable - OD oD u < e end truss cc with (2) IOd ils CLEAR 3'-2" 2,1*3 none L31 One Row of "H" ::: at each web ".: I 8'-O" M X 48" I R/A1\ I ON r r L < Block Above 5'-4" 5'-2" 4'-O" 2, 3 none Metal roofing and underlayment intstalled per Product Approval I / I I �Ce ling \ I 1 Z N(may # as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. o 2,u4 none I I I \ I r r f Precast Lintel I / I I \ I W (� C`I C`I L ' Additional 5'-4" 2, 4 none Simpson HETA 20 or equal 12 / BI = A� U 0 r r #5 bars hurricane anchor at each truss PRE-ENGINEER WOOD TRUSS L31 \!J W (, Co 7'-6" 1'-01, 6'-2" 2,U5 none with (10) IOd x 1 1/2 nails 473 ( 24" o.c.) supporting Max. 24 o.c. TYPICAL W 8FI6-IB/IT 8FI6-IB/2T 18101bs. uplift ( shop drawings bg manufacturer ) - o [L (� — W v X J NOTES: 2.1*5 none p N — LL Q; 1L 1. min. coverage of steel=1-5" Truss mfg to provide level ° B1 (� N 2. min. bearing required 5 ea. end=8" ALL reinforcing steel is grade 60, return to be I" short of wall r m BI r 3. standard for reinf. steel=ASTM A615 12 TYPICAL LINTEL SECTION Aluminum Drip '' ° BI SLOPE 4 cn ( PRECAST CONCRETE ) Edge >I Fascia j✓ R-30 blown fiberglass Ln 2" x 4" Sub-Fascia 5/8" thick stucco on 3/8" hi-rib lath in bottom chord of trusses BI L90 12" attached to horizontal and vertical wood L90B —74 framingwith Wads or staples to provide " P P I/2 drywall with smooth finish � ' Kaycan full o vent vinyl soffit installed no less than 1-3/4" penetration into _ BI per product approval form on sheet I, horizontal wood framing and 3/4" penetration Two rotas of beam block felled with concrete c� LINTEL SCHEDULE into vertical wood framing members and (1) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 I" x 4" Haller attached to bar cont. for bottom row over openings HETA 20 73 Window Rows of Max. Max. Max. level return with (2) 8d ring shank nails with min. 1.5" I/2" dr wall over I" x furrin or Door H Block Gravity Uplift Lateral penetration into soffit framin 5/8" thick light textured � gg Simpson HETA 20 Mark Unit Above p p g g strips a 16 o.c. with R4.1 fl—foil hurricane anchor at each truss Lintel Bottom To Load Load Load P BI A Width Size Specification Steel Size Steel S'� (PLF) (PLF) (PLF) stucco on typical concrete insulation on t ical 8" Block walls Jry�, 12" x 12" concrete column block construction yP ( 2�" o.c.) supporting Max. L22 2'-2" 3'-6" 8FI6-IBAT ONE 1 #5 1 #5 6113 354-1 2854 block filled with concrete _ All drywall to be installed per FBC R102.3.1 pp g and (2) #7 bars vert, tied Varies - see plan and shall meet all pertaining ASTM codes. 1810 lbs. Uplift BI L31 2'-6" 4'-0" 8FI6-IBAT ONE 1 #5 1 u5 2931 30-19 2128 into lintels above oo Mortar to be Type "M" only proportioned��pper FBC R607.1 3'-1" 35 bar Vert. w/ and Mortar joints shall comply with FBC R601.2.1. BI BI SHEET NO: thicken edge to 8"x8' 30" overlap Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) L45 L45 4'-5" 5'-10" 8FI6-115AT ONE 1 #5 1 u5 4360 2093 946 with concrete and at each filled cell L50 5'-0" 6'-6" 8FI6-115AT ONE 1 #5 1 u5 3480 1880 1204 one #5 bar continuous BEYOND FIII cell with Grout and L60 C-8" -I'-6" 8FI6-IBAT ONE 1 #5 I #5 2661 1634 891 Rear Patio/Slab to (1) 45 bar Vert. (typical). L80 8'-0" 9'-4" 8FI6-115AT ONE 1 #5 1 #5 1843 1133 139 be flush with bottom of Max. spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted 0 F 5• L90 9'-0" 10'-6" 8FI6-IB/IT ONE I u5 I #5 1533 914 5�9 see foundation plan notes for ROOF O * 1 Top of Tooter Base spacing at openings IN JOB NUMBER: L90B 9'-0" 10'-6" 8FI6-IB/IT ONE I #5 I #5 1533 914 579 16" below finished floor " LI00 10'-0" ll'-4" 8FI6-IBAT ONE 1 #5 1 #5 1366 798 604 Step per foundation plan 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over - OVERHANGS AT 1' -0" UNLESS OTHERWISE NOTED ON THIS SHEET 12 - 100 LIOOB 10'-0" ll'-4" 8F16-1BAT ONE I #5 I us 1366 798 604 a Slope per foundation plan 00 clean compacted termite treated fill - ROOF PITCH A T :12 UNLESS OTHERWISE NOTED O N THIS SHEET L120 12'-0" 13'-4" 8F16-IBAT ONE I #5 1 #5 10,5 606 433 — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER LI20B 12'-O" 13'-4" 8FI6-IB/IT ONE I u5 I #5 101S 606 433 - ���QO.DOOoop L140 14'-0" 15'-4" 8F16-1BAT ONE 1 #5 1 #5 1250 485 341 ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE �o U� PQ o� ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. L140 I6'-O" I�'-4" 8F8-IB/IT ONE I u5 I #5 950 404 25� ... L16oB 16'-0" l7'-4" 8F16-113AT ONE I #5 1 #5 950 404 25� _ — ALL TRUSS TO TRUSS CONNECTIONS BY ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS -I TRUSS MANUFACTURER Digitally signed by o - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE 1 FI - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR O o O - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING 11 _ IIII 14" TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Daniel R. Braden o1��0° AR9770 LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. 11I �3 C a I S e C t i on a t Front P Or c - CONTRACTOR TO PROVIDE FOP FORM BOARD SURVEY AND TO ��(� O REQUIREMENTS III— � b Date: 2021 .08.19 LINTELS OVER 14 -O LONG ARE TO BE PRESTRESSED. PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO 14:56:08 -04'001 3�D° Q� �0 Scale 1/2 = I —O TRUSS CONSTRUCTION PANEL "A" Poles BR Load Wire Description circ# circa Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator I Range #L 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 L Dr er #10 5.0 kw 30 2 Opt. PATIO/SLAB Opt, PATIO/SLAB 1 20 1.5 kw #12 Kitchen S.A.C. 1 8 1 20 #12 Bathroom Recepts 9 10 Air Cond nsor #10 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher II 12 1 20 1.2 kw 412 Microwave 13 14 Air Handl r #10 5.0 kw 30 2 I 15 #14 General Lighting 15 IL I r - - I 15 #14 General Lighting 11 I8 WH #10 5.0 kw 25 2 r - - - - - - - r / - 1 15 #14 General Lighting 19 20 139 C 1 IOxIOXI F 1vt � S T E L� �° 15 4 Genera Lighting 24 pare I I� \ I 15 #I4 General Lighting 21 Z2 GD0 #I2 0.81 KW 20 I I #1l Ligh 23 S I 1 O I I WP GFCI / F \ QC 1DROOM I Spare 25 2L Spare 1 Spare 21 28 Spare Spare 29 30 Spare 1�1 ,4S7E I I TV TV O 1 � � DROO >�f I N❑ I F PANEL "A" LOAD CALCULATION SHEET I I 1 � 1 \ I 4--) o3 Load Description Qt E Watts Total(Watts) I 1 \ 1 � O General Lighting (3 watts sq. ft.) 1�35 3 5,205 I U \ �• Small Appliance Circuit TY 1L s) 2 1,500 3,000 I I I I _ _ _- Range 1 12,000 12,000 I I 1 1 \ / 1 O N N I N I r Refrigerator I 1 1,200 1,200 Microwave 1 1,500 1,500 1 139IOX CFM I 163 CFM I 143 CFM \ I I � o I D Dish Washer 1 1,200 1,200 1 1 IOxIOx1 1 IOxlOxl 1 _ _ - - _ T, 1 Clothes Washer 1 1,200 1,200 I R F-I,4 T 1 1 1 n M - Clothes Dryer I 5,000 5,000 Center Rigisters on ceiling ran 1 C V/ I I Water Heater 1 4,500 4,500 L - - - - - - - - I L - - - - - � N j Garage Door Opener I noxidea Detector 810 810 1 1 1 Smoke Carbon Q r Mo V I2xl2x10 1 Combo I I U Total Watts 35,615 B/A 1 ; M Q U 3 Q 1 _ GFCI S 3 I� ----------- U First 10000 Watts 8100% 1 10,000 10,000 - 1 N 1 Q 2 Remainder 25,415 ®4 0% 1 O 10,246 16�2 10 Ax m 1 TY F-I/4 Electric Heat or A/C 10,000 565% 1 10,000 10,000 1 S 1 1 O O Calculated Load Watts 30,246 8 CFM I C L O I1 E Voltage 240 x° g Calculated Wattage Divided by Voltage = Total Amps 124.02 Panel Size Required = ISO Amps I Exhaust Duct CV GFCI iwn 1 Thru ScffTt 1 I Sox D I �l I �l Electrical Sgimbol Legend Sx4x4 Vent thru - 32 CFM I � GFc1 1 1 RCC 1 S Single Pole Switch ® Recessed Can Light \ I \ ® \ � 1 S� Double Pole Switch ® Eyeball Recessed 1 \ 1 I 50 CFM GFcI GFCI \ 1 GF 1 ° 1 1 J DI >� I >� FAN P Push Button Switch � Exhaust Fan 1 IGITC �- �l ROOM N - - - 1- / U LU Duplex Outlet � Ceiling Mounted Light 1 12„ 1 � Special Receptacle 0- Wall Mounted Light 1 / ITC 4N 1 Waterproof ground fault circuit 3:� Light with Pull Chain (attic) 1 Exhaust I SSA P. Fc 9 ® Floor Duplex Outlet © Computer Connection Jack � - - - - - - - - 4" 3'-2" 3't2' - - - - - - - � 144 CFM Duct Thru - � O cn 12xbx� 111aII Carbon Monoxide Detector Flood Light 0 THIRD M WPGFCI / � - - U TO Thermostat m Electrical Panel - - �18 CF D C C Install oulet \ THIRD O ® Central Vac g Electrical Meter 8x4x4 under disc. ® Smoke Detector Ceiling fan nan not shown or ,1 Box clarity <r_ _ �J U Tv Television Jack - - - - O O - - 16 (� o m min m mmmm m _ - w❑1 Telephone Jack A�c A/C Disconnect - - - - - 1 . �B S 42"h GF - - - - ® I x 4 Florescent Light ® 2 x 4 Florescent Light ,4/C r 22" x 54" H. A/C 2" x 54" 1 / SPKR Speaker Hook-Up $$ I Attic Access I _ #I I �\ I ttic Access L - with light- I II\\\\ ? B/Ax8 1 L - with light- 1 \t* W • +� co JUNCTION BOX TO SUPPORT A FAN 4"o steel Ballard II �� 84 CFM �J FB O ,� 4"� Steel Ballard \ i See detail on this sheet II Q I�� lOx6x6 I \ See detail on this sheet < O = THERMOSTAT LOCATION _ Pull chain 1 L - - �✓ I / light in attic /I 5 E SEE MANUAL 1 wR �A�� T �� g p� � B/,A = BALANCED .AIR "J" and Energy Calculation \� 150 Am 1 \I 150 \Imp \ \ OPTIONAL PANEL 1 1 S O O for Unit info p I Panel � Pan I \ LOCATION 1 Z Z N O FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW �� ► ' Z LI op c) " O I6" j 42"h CsFCI Smoke / Carbon < < N" QJ A/C disc. A/C disc. I 1 Monoxide Detector #2/O AL SEiZ Cable 11 I 13 �X� - --- -���-- \� � � �"� � � � � O1 Combo under AHU � � N � � � �L (3) #I THHN Copper With #I Grnd 8x4x4 1 1 2d 12O I I Vent thru Garage I - o0 OD �, H ❑ T 50 CFM tt 1 Z NN 2" PVC Schedule 41 CFM r R/Al Door QJ 40 conduit 2" PVC Schedule I ir� I ° 150 150 Cei in QJ Opener 40 conduit sleeve -T�� ° Cn �4 AMP into attic MCB I = U 1-1- PANEL AHu PANEL AHu r-----------------� i o i-----------------i � � Exhaust Duct 200a rated 200a rated i i i i / O - - - Thru Soffit W U - � m meter can O meter can O I I - LU x .. -1 METER METER I I F I I / Pgr ~� � Intersystem boding ' tic hIntersystem bonding 215 CFM to corner 2 PVC ( FPL� Termination point 2 PVC ( FPL� Termination point � �N x9 12x6x �� schedule 80 schedule 80 B�A EO 2" rigid service FPL 2" rigid service FPL I � SECOND / I GEC Bare 46 co per wire GEC Bare #6 co per wire D O O M to (2) 8'-8) Galvanzied " to (2) 8'- ' Galvanzied / I ground rods ground rods F W 73 ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - - E- � - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS TV - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recom mend atlons which ED U C T C lot T E L E C 7 Wire For shall be verified prior to construction shall be verified prior to construction Front Post - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment Light SHEET I I E E T *I I�l O: SCALE, 1/4" = i,_o" SC � LE : I / �4 " = 1 ' - 0 " .71-I I ELECTRIC NOTES: WP FCI E I I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before t t I G �/ n t I n Calculations C 2309 .7 c Q 2. Provide and wire all required smoke Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings toE o Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. ei-J OF 5, 3. Contractor to verify location of electrical year from closing sale of house. T of d l Attic Space = 2 ,487 sq. f t. n service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by Others. Venting R a t I O - � Center Post Light on JOB NUMBER:1 / ISO - I � .S 8 sq. f t. r e q ul r&d X This corner S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. O oW 6. Recessed cans to be installed per NFPA requirements. 16. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete N 7. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the F r ov l d& A Continuous vented Soffit Post Light with - u ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. Photo cell E> 8. A/C Return Air Balance Must comply w/ FBC RMI602 the requirements necessary for the equipment to be placed in o� D��QO.DOO�Op 9. A/C Refrigerant lines that are run thru slabs must be proper working order. 23, All exposed wire below 9'-I" shall be installed in metal EMT `�, ODO � OF [�QO ode sleeved in VC 11, All work shall be done in accordance with the N.E.C. and conduit. ,L 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 0 II. All work shall be performed b a licensed electrical p y 24. Dryer Vents to be Installed per p y meet all standard requirements of the local electric utility FBC RM1502 Digitally signed o �sLR.8 , O contractor, the completed System Shall be full operative. and telephone company. 0° ® * °°o b 12. Contractor shall pay for all fees, permits, tes ing, and O oo o O inspections including blower testing where required. b Daniel R. O, o O p g g q 18. The electrical s stem shall be coin letel and effectively Y 13. All work shall be coordinated with other trades to avoid y completely y ��° �G�g��® grounded as required by the latest edition of the N.E.C. G"°° Braden O°�� °° interference with the progress of construction. o, ° 1-4. All required insurance shall be provided for protection 19, All material shall be new and shall bear underwriters' a S� °° ° �O against the public liability and property damage for the labels where applicable. Date: 2021 .08.1 9 �o• QC[ �°p�3�0�� duration of the work. 14:55:57 -04'00' ���ob00000�