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HomeMy WebLinkAboutConstruction Plan Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over CDX decking - see roof sheeting Metal roofing and underlayment intstalled per Product Approval attachment diagram on roof plan. as shown on sheet I over COX decking - see roof sheeting attac ment diagram on roof plan. 12 12 -4 SLOPE LOPE 8'-l" BEARING 2„ 2,- 2„ Finish Columns with o H EGRES DRESS 5/8" thick cut coral finished stucco bands COVERED PORCH O5 O5 COVERED PORCH N LJ. ILI > O 5/8" thick light textured 2 N stucco on typical concrete block construction C v 0'-0" = Fin. Floor Z_ 5/8" thick x 8"w cut 5/8" thick light textured coral finished stucco bands 5/8" thick x 8"w cut stucco on typical concrete Q N coral finished stucco bands block construction Q �y U ) LEFT ELEVATIONELEV /470NQ Truss mfg to provide level R E A R Q SCALE: 1/4" = 1'-0" return to be I" short of wall SCALE: 1/4" = 1'-0" Aluminum Drip Edge t Fascia 2" x 4" Sub-Fascia 1 2 " I" x 4" nailer attached to Kagcan full o vent vinyl soffit Installed level return with (2) 8d Metal roofing and underlayment intstalled per Product Approval per product approval form on sheet I. ring shank nails with min. 1.5" Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting penetration into soffit framing as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. attachment diagram on roof plan. TYI=ICAL SOFFIT DETAIL N T S 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 O LL_ to be 19/32" COX Plywood nailed at C o.c. In fle ld and edges with IOd ring shank galvanized U 12 nails into truss webbing. L l SLOPE 12 l 111 _ O 8' I" BE -4 z RING SLOPE 8'-l" BEARING U 2„ 2„ 12„ 2„ 12" LJ� EGRESS QL .H. 7EIPER D. , DODO LH 3 3 Z < � 5/8" thick light textured El ❑❑ stucco on typical concrete C 5/8 thick x 8 w cut block construction O coral finished stucco bands DI Itf) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O'-O" = Finished Floor - - - - - - - - - - - - O'-O" = Finished Floor 5/8" thick x 8"w cut O coral finished stucco bands z z u; O RIGHT ELEVATION FRONT ELEVATION � z > M0 0 C-4 6 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 00 06 s < rr Q I z 00 N C-4 # ADDRESS : 11 E)/4NZAR o , . � Product Approval Submittal Affidavit PERMITTING INFORMATION (FORK 100) 2N � U �r Opening Schedule Swing Doors. Overhead Doors. Sliding Doors, windows t Skylights Florida Building Code Residential: -ITH Edition and ASCE 71-16 for Wind Loading 2R 1. 3E 3R 2N -� W U � c<1 Building Design is: Enclosed Risk Category: II Wind Speed: 16F3 mph ultimate _ Opening NOA/FL TEST Design Pressure Mean Roof Height: 13'-8" Roof Pitch: +12 (7-20°) 2E - W Q) x v Product Model sx Manufacturer Glass Attachment method Expiration 9 I. 3E L t!) 1.L 4- Date LL Type NUMBER of Approved Tests Internal Pressure Coefficient: + O.I8 3E 1,2,3 Single Hun SH-11OOA 5/16, 1/�" dia. tapcons w/ min. I 3/s" penetration to be 1/2" drywall ceiling on truss bottom cord Subjectability to damage from: Weathering: Negligible Termites: Very Heavy 2N �` 2E L 5 U r FLU 239.4 g g PCT spaced per product approval. Contractor shall adhere to + 65.0/-80.0 PS 2" x 4" top plate - t4 Impact min. edge distances specified in Product approval Width of Roof End Zone: -O 3R 3E �t� nsta x Buck toconcreta block wit soi filled cell With Wind Exposure Classification: C `l Overhead Model 824/811 1) US bar vert. using 3/8" x G" Hilti HLC Sleeve anchors at 8" o.c. (n A 20-1005.08 Is'-2' max, width p A thg1.(1) dia. washers with min. 4" edge distance. Install track m buck g 3-21-22 +40.0/-44.0 PSF Adjustment factor for Exposure Height Using Allowable Stress Design and Garage Door 16'-O" max height am (I) s/IG" x I disc full thread t straws m each bracket maintaining g g Door Compan min. of I.1 edge distance - n r to shaft. adhere to product approval Load Combination per ASCE 1-10 Section 2.4 DL+LL• DL+0.6WL• 0.6DL+0.6WL 5 rovide l/IG" ushnut washer on roller shafts. Smooth 1/4" dia. tapcon with min 1.25" embedment at 6" max EX Height Ad Factor: 1.00 x Load Combo Factor 0.6 = 0.6 applied below GABLE ROOF FROM B FL# 15213.1 Fiberglass Fiberglass Plast-Pro from corners and 14.5" o.c. max, thereafter in jambs. +65.0/-�O.O P g PP 2:12 TO 8:12 PITCH I/4" dia. to cons w/ min. 1 3/4" penetration to be GABLE ROOF Components t Cladding Wind Pressure: Q.� Sliding Glass Series ��O I" nom P P Zone: 1, 2E + psf C FL# 251.4 SGp PGT spaced per, product approval. Contractor shall adhere to + 6Q.Q PSF Irj,Q/-3q.0 P Door Type "G5A" min. 2 1/2' edge distances specified in Product approval - Zone: 2N, 2R, 3E +18.0/-51.0 psf 1. 3 2R � 1/2" drywall on Zone: 3R +18.0/-6q.0 psf 2 2E 3 L Product NOA/FL Model Manufacturer Attachment Method TEST Design Pressure 2' x -" studs at 1�" o.c. HIP ROOF Components t Cladding Wind Pressure: Zone: 1 +18.0/-31.0 psf 2R NUMBER Date of Approved Tests Zone: 2E/3E +18.0/-41.0 psf 2E For CMU use (2) I/4" x 2 3/4" tapcons with min I I/4" embedment I. CM-18531 penetration into each Mull Clip. Attach mull to clip using (4) 1*10 x 1.25" Zone: 2R +18.0/-53.0 psf 3 2R FL# 15353.8 MI Windows self tapping screws per clip as shown in product approval. + 118.9 PSF 2E 5 Mullions vertical mullion and doors PP 9 P P P Pp - Components t Cladding Wall End Zone Width: 3 -O 4 3 SHEET N O: WALL Components t Cladding Wind Pressure:Zone + +23.0/-28.0 psf 4 5V Crimp 26 gga. 5v crimp metal roofing attached to plywood deck using U9-15 x 1.5" Roof Zone : Zone 5: +23.0/-31.0 psf 1 Roof FLU 33818.2 p Gulf Coast Supply HWH wood screws with self sealing washer at 12" o.c. max spacing pper System 1/2E/2R: 5 Metal Roofing no. 5V-7ype I for max pressure -94.25 psf. Install per system 5V type 2 Components t Cladding Wind Pressure (NET) on Garage Door: and manufacturing for max. pressure of -131.0 psf. Fasteners shall be installed through underlay- - 94.25 PSF 4" concrete slab with fibermesh OR P g g ment and attached to/through I��ttwood per sheeting attachment detail on roof 2N/3/3E/3R: 6"x6" #10/10 WWM on 6 mil Visqueen Over Zone 5: +32.0/-41.0 psf HIP ROOF 2:12 plan. Plywood to be 19/32 CIIX. TO 8:12 PITCH 0 F 5-131.0 PSF clean compacted termite treated fell Shear Walls Considered for Structure? Yes Install two lagers of T vek horizontallg in shingle st le fashion usin 4" and Continuous Load Path Provided? Yes DuPont Protec 160 C overlaps. p Install using 1" dia. meta? or plastic cap nails at 12" o.c. along base-board 2 X 4 P.T. bottom plate = Roof Zone I Underlay FLU 20876.1 DuPont P 9 P P g � Are Components an Cladding Details Provided? Yes walls Zone 4 JOB NUMBER: Tyvek course and end laps an a single row 24" o.c. along middle line of the field I I I.A.W. the product approval installation instructions. Stagger to layer using Bearing P 0 psi, Presumptive: X By Test: psi p 26' undercourse strip parallel to save edge and cover with full sheet. _ - Minimum o ear Pressure: ,8 � � END ZONE overlapsuccessive sheets b 26 I.A.W. product approval installation instructs ns. This Building Shall Have the Following: - Roof Zone 2E/2R APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: walls Zone 5 Siding Stucco on Block CORNER ZONE ��O.O.D.0000 Interior Nor- Searing P a r t I t I o n ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage. 10 psf M = Roof Zones 3/3E/3R Off' p F F 00 Install using 2" x 4" PT battens attached to wall using 3/16" dia. O � �.�000 Soffit FLU 16503.1 12" Tripple 4 with I" m1n. embedment Into wall. Attach Soffit channeel to wall using FLOOR LIVE LOAD: 4O psf FLOOR DEAD LOAD: 1O psf Attic with storage: 2O psf Roof Zone 2N Full-O-Vent Single Kagcan LTD 0.09T' dia. x 1.5" 7-mails at 12" o.c. per detail C 1n P.A. Install J" ± 55.6 PSF Y1tS QQ°�Q°°° SPAN VINYL SOFFI channel to bottom of fascia using staples into soffit and some 7-nails Q° moo° ����°R. �I®� at hem and in valle s er detail A in P.A. ( roduct a roval) �° O Digitally signed by have reviewed the above and approved It by mg seal below. ( Architect or Engineer of Record ) ELEVATION NOTES: ALL C O INl T IR A C T O IR UJ A R R A N T I E S BEGIN UJ H E N THE CLOSING Daniel R. Braden o.r°°° AR9770 - RETURN ALL STUCCO BANDS TO WINDOW OCCURS BETWEEN T IE BUYER AND JJY>� NE BUILDING CORE OR DOOR, Date: 2021 .07.22 0���°°°° °°° o 000 AND WILL CO>�I7NUE FOIR ONE YEAR FIROM 7HA7 DATE 11 :46:16 -04'00' ��o��?C�Qp�� oo� ��000000a� FLOOR PL ,4N < 35' TYPICAL NOTES: SCALE 1/4" = I'-C" CR ,4SH POST DETAIL < 21'-0° 14'-0° I. Contractor to verifyALL notes and dimensions prior to N.T.S. Io'-6° Io'-o° 1'-O" �'-o" p W.H. = Water Heater 36" high by 4" diameter proceeding with work. steel crash post. Floor Opt. PATIO/SLAB " 3'-l0/2" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3/8" 3'-l0/2 2O expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5o ksi steel plate) a minimum 1,400 P.S.I. fiber stress. DD 00 00 00 -4. No dissimilar metals to touch. G EGRESS S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 1 2/2" 2%" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o %2' '�° shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix �, o 2" VTR 12" x 12" Concrete column L Drywall at Ceilings Shall be leveled and attached t0 bottom Chord °3/8" 2'2' I �� block filled with concrete and g 2 I I 1 (2) 41 bars Vert. tied Into of trusses with screws per FBC R102.3.5. 2,2 MASTER 2" 1 lintels above 1. ALL wood in contact with concrete shall be pressure treated. O o BATH I I ° P O R C H 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. LAV-I I WIRE LATH t STUCCO MASTER I � 9. ALL plumbing fixtures to be low flow. 2„/2 LAV-I I CEILING BEDROOM N 10. Contractor to Provide Drain at water heater in accordance 2" wM_� © 8'-0" A.F.F. FJ with the current edition of the Florida Plumbing Code. 2 wc_I Flat ceiling - �� CD 11. Contractor to Provide a 2' -8" wide door at one bathroom for " LAUNDRY 2" DD O O 00 T DD DD handicap accessibility requirements. /a 2,2' 2'2' / 3" 2" BT-I 12'-8' 12. Lowest finished floor to be set by Governing Building Department G„ 2 VTRJIL 2" AAv I 2" D surveyor to set in field. I S-I 13. Separation between residence and garage shall be per FBC R302.� �KTICHEN - Q3 p 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door ILAV-I 2" 15. Wall and Ceiling shall have a flame-spread classification of not greater than 200 pper FBC R302.9.1 3„ 8'-0" to �' 8" A.F.F. N 1�. Wall and ceiling finishes shall have a smoke-developed index of not greater than .4 per FBC R302.9.2 2 Vaulted ceiling Vanitg g we-� ,, be 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant BATH #2 I34 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 3 o I I 0 ` N U v materials exposed on the underside of the roof deck or on the attic walls shall comply 2" 3 I N Q With F.B.C. R31� - see permit info box of code edition Bo.l 3" 2O' 8" �; Q U ) C) 18. Gypsum board material shall conform to ASTM C3�, C19, C'415, C51'4, C�30, C931 ' „ O r Rod t Shelf U C��O, C1002, C1041,C1111, C1118, C1218, C13`l5, or C13`i and Shall be Installed I ° O according to the following: (FBC R-102.3.5) AREA CALCULATIONS To septic GREAT Or wall Framing Max. spacing Living A/C = 1120 sq. ft. y Location Orientation P 9 Nail sizing options for I �I 1 Thickness Member of fasteners installation of dr wall into P L. U M i I�l RISER N l� O O M , Spacing y Back Porch Total = 210 s ft, N I � 0 H.B. Maximum wood framing members q• - I 1 - Nails Screws 2" x min. thickness = `—" r Perpendicular 24" 13 a 1 3/8" Ion with 19/64" head Garage 31� Sq. ft. I I ° O Gelling P � 12 9 9 E n t r = 2 8 s f t. 2" x 6" knee-wall cA l Irr r OR y q I below counter top LOSE 0.098" diameter x 1 1/4" long annular-ringed or 5d cooler nail Total Under R oo_f= 2275 sq, f t. �2" OR Total Cubic Ft — 13 %0 8 oc Lf0dVID LINEN INET o Walls Either 16" 8 16" 15/64" dia. x 15/8" long with i >n O�� & Shelf OD LUDirection 15/64" headnI �I / oc /Gypsum board nail 0.086" dia. DII� II� G I ��` / i �o/ i nn � W 1J� x 1 5/8 with 9/32 head. ROOM O M Ceiling Perpendicular 24" To 12" 13ga 1 6/8" long with 19/64" head / 1 � � � W O LL OR I" x G" P.T. Buck Waded to ,- I ° 6 -O � � O 0.098" diameter x 13/8" Ion Masonry Beam block with case hardened nails O" to 9'-8" A.F.F. 141 HIGH WALL I Cy g prior to door attachment Oo r , annular-ringed or 6d cooler nail Vaulted Ceiling OR I" x G" P.T. Buck nailed to 8'-O" A.F.F. s LH Walls Either 16" Sol 16" 0.092" dia. xx 1 1/8" long with block with case hardened nails I ``� Direction 1/4 head prior to door attachment head O 0 _ I Flat Ceiling - OR and jambs 1 — 1-1/2" OVE HANG - O Z Gypsum board nail 0.0915 dia. —v I I I x 1/8" with 19/64" head. U O O Masonry Wall r- < I T C H E I�l 1 O �l Install SGD Frame thru buck into cy O r Q 19, ALL ceramic tile surfaces installed Shall conform t0 ASTM A108.1 thru A108.�, in product using tapcons as stated \ Upper cabinets f. U in roduct approval form on sheet I. 12'-6" extend over Ref. 1 � � A108.1, A118.1, A118.3, A13�.1 and A131.1 I0' 0 20. Cement, fiber-cement or glass mat g psum backers in accordance with ASTM Head Install SGD Frame thru buck into - THIRD NON-VENT � N � 11� �U sliding door block using tapcons as stated O C1288, C1325, OR C1118 and Installe I.A.W. manufacturers recommendations shall in product approval form on sheet I. 1 D O O M O EF ( (, be used as backer for the wall the in tub areas and wall panels in shower areas. _ — oP3Hl'Hc Verify sill attachment req. Jamb O N � � � with product approval on Typical Flooring N O 8'-0" A.F.F. ,. m 0000 21. Insulation including facings such as retarders or vapor permeable members installed sheet 1. PP W -=_ Flat ceiling - � � within floor-ceiling assemblies, roof-ceiling assemblies, wall, crawl spaces and attics Sliding Door Detail OfV N _ r� A " X E;4- O shall have a flame spread index not to exceed 25 with an accompan ing smoke 11,2„ w - I� > c Access 1InsulationA/C o A t M a son r Wall N T S �{ 1 6R-�� Baas 1 _ �- developed index not to exceed 450 when tested in accordance witF �STM E 84. O -o" 4" 30" 4" w ��,sth light insulation shall comply with F.B.C. R31�. Bottom Track � - > / - - - - p y Sill O Provide auto I 4"0 Steel Ballard Install doors thru buck into 1 e detail on this sheet closer block using tapcons as stated J J i- 4 d l Install windows thru buck into in product approval form on sheet I. INSTALL VULKEM BLOCK SEALANT 0 — — rn`block using tapcons as stated Exterior face Buckto be x 6" PT ON ALL JAMB, HEADER, AND I�°' (mil Exterior face in product approval form on sheet I. of wall SILL BLOCK PRIOR TO BUCK O E m of wall Varies INSTALLATION m Lu Varies �r' • � �Uing ble Linen pouble 150 Amp L v t HaHanging P net W Z 0 o � z � I"x4" P.T. Buck nailed to See product approval for - < (�I(�I hinge screw into wall req. _ 9'-2' I I q GARAGE O 0 ap pi < block with case hardened nails prior to window attachment \ V4dn�2„ht h L I I m _1 (� Detail at Windows Detail at Door o y L _ _ 8'-4" A.F.F. rr Metal roofing and underlagment intstalled per Product Approval `1 L I I Flat Ceiling cv M M #$ N T S N T S as shown on sheet I over CDX decking - see roof sheeting I Z N N attachment diagram on roof plan. °_ r v 1Q, O U N N L a- 12 ry Hanging ° 9— O i-----------------i p u r r 6- 4 PRE-ENGINEERED TRUSSES — © 1 U at 24"o.c. TYPICAL s o� rac I Block wall in m Window Schedule be (shop drawings by manufacturer) 0 0 MT 0 0 I garage k tblock I _ ~ x Truss mfg to provide level cal I I (� — W p� return to be I" short of wall N J O M EGR EGRESS O I O = L -0 LL Mark Size Rou h O en. Window Descri tion PRESSURE ZONE 4' S" 4„ 4'-q" I I (� ~ Aluminum Drip I I a r +' I. 4'-5ie"x 5'-3 i8" 54%8"x 43i1" Single Hung ZONE 4 Edge t Fascia R-30 blown fiberglass U U U - 2. 6'-2�8"x 5'-3 %e" l5" x 63%," Single Hung ZONE 4 2" x 4" Sub Fascia in bottom chord of trusses tr �;v a I I < 4-) I 27%2"x 38%8" Single Hun 1/212 LJ,, V " dr wall with smooth finish LO 3, 2'-2" x 3'-2%z" 9 9 ZONE 4 Kaycan full o vent vinyl soffit installed y 12'-6" 8" O I I O 4. 3'-1" x 5'-3 i." 38" x 63 '/," Single Hung ZONE 4 per product approval form on sheet I. Two rows of beam block filled with concrete O O 119611 O O O O O and (I) #5 bar cont. In each row. Substitute SECOND D 5. 4'-Sie"x 4'-2�e" 54ie"x 54 Ye" Single Hung ZONE 4 precast lintel filled with concrete and (I) #5 = I" x 4" nailer attached to bar cont. for bottom row over openings coI ALL Windows to be aluminum Windows w/ tint level return with (2) 8d BEDROOM C.C.U. ring shank nails with min. 1.5" 1/2" drywall over I" x furring N IZ-8-09 and mullions per elevations, penetration Into soffit framing strips at 16" o.c. with R4.1 Pi-foil p ALL windows to withstand pressures in permit info box on sheet I Insulation on typical 8" Block walls O 8'-0" A.F.F. ALL windows in bathrooms to be tempered _ All dr wall to be installed per FBC R102.3.1 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 per FBC R6071.1 and Mortar joints shall comp y with FBC R6071.2.1. O O Door Schedule Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) _ O O SHEET NO: #5 bar Vert. w/ N EGRESS N 30" overlap Fill cell with grout and 1 Mark Size Rough Opening Door Description PRESSURE ZONE at each filled cell (1) #5 bar Vert. (typical). N O D O O N A 9'-O" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 Max, spacing shall not exceed B 3'-0" X C-8" 41"%', x 83%" Fiberglass Panel - Inswing ZONE 4 Wood se unless otherwise noted see foundation plan notes for I• ase OF �• spacing at openings C I(,-O" X 6'-8" 14" x 81 �2' ;P.;„°" Sliding Glass Door ZONE 4 D 2'-O" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 i2" 4" concrete slab with milfib Viesh OR 6 x6 410/10 WWM on 6 mil Visqueen over 2'-2" 9'-6" 2'-2" 2'-8" 2'-8" 3'-6" 9'-O" 3'-4" JOB NUMBER: E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel compacted termite treated fill ^ F 5'-0" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold = c 13'-IO" 5'-4" 15'-IO" / — can c e L I 1 G 2'-8" x 6'-8" x 1%" Solid Core Wood, Steel, or Masonite Door Grade \ ` 1 H 2'-8" X C-8" Solid Core - Wood - 6-Panel ���O.O.DOO000Q J 2'-0 X b'-8" Solid Core - Wood - 6-Panel - Bi-Fold -� A d d r e ss: I I D a n za r 1 14"w x IS Concrete footing 0� �°° ���R.8 °0 �O ALL Exterior doors to withstand pressures stated in permit info — 1 , , i ,_HH HIT— 11 with (2) #5 bars cont. and #5 �� ® �� p box on Sheet #I 14" transverse bars at 48" o.c. Digitally signed by ° o °° GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL Daniel R. Braden �� AR9770 �'O WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 o %.. °°'` . All rough opening dimensions to be verified by contractor T Y P i C ,4 SECTION Date: 2021 .07.22 ape o°°°°°00o,o oho with manufacturers specs prior to construction Scale 1/2" = I'-C" 11 :46:03 -04'00' � �Dp Oo�O �OOODQ FCL N [DATICN FLAT < F4 STRUCTURAL NCTP7- S : SCALE: 1/4" = 1' -0" IF4 to FBI _� 12" x 12" Concrete column -- 'Opt. PATIO/S L A 11. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY block filled with concrete and I p a I. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE (2) #1 bars vert. tied into v ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS lintels above Tl CONSTRUCTION o °° 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 12. CONTRACTOR TO PROVIDE SOLID FILLED CELL AND 45 BAR VERT. AT ° — — — — — — — -f O r— — — — — - OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF 48" O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS T 1 8 1 — F4 O I FI CONSTRUCTION UP TO 5 II WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS 0 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 girder above O i FI BEARING CAPACITY. IF ANY SUB-SOIL, MUCK OR NON-UNIFORM p - I °Ia O I I 0 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. o F4 LURear Porch Slab to be poured separately `{.. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS from House Slab. L ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 1-4. ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A-I6, I -1 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. Lt, N I v Thicken footing to" " 5• POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 2-4 HOURS. NO . ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR I r 2-4"w x 14d x 2-4L I O 15Ili _ SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. a 0 I under filled cell FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, 9 1 1 1 1 19 1 1 1 1 19 1 1 1 1 19614J 11199 IE under girder bearing. NU SLAB ON GRADE TO BE A MINIMUM 4" THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR FI Rear Patio/Slab to FI I o BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: O I be flush with bottom of (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: 3 I Slope door recess. I O ? � MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2" _i I pe I I A3 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 PSIfa i FI I PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE -, I I STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND Iq. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM I I L1 N U _V (L/ COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: I I PROCTOR VALUE. I r U Q 2 x 4 = Fb 1,500 PSI 2 x 10 = Fb 1,000 PSI ,� Q 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 915 PSI O I I U 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND I ° O 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. 9. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 21. CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH I 4" concrete slab with fibermesh OR I H.B. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD O I 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill ° O 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS FI FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... Termite Frotection for New Construction as per F .B .C . R318.1 o 45 bar vert. w/ Fill cell with concrete and CONTRACTOR TO REFERENCE F.B.C-R 30" overlap FOR FURTHER REQUIREMENTS (1) #5 bar vert. (typical). �- at each filled c i , Max. spacing shall not exceed -� I / \ V I i O LL Wood 48 unless otherwise noted see foundation plan notes for Thicken edge to 8"x8" -; I iv O Base spacing at openings mesh OR onet#5 bar coe and 4" concrete ntinuous nt nuous 6"x6" #10/10 W itWMb n 0 f�mil r Visqueen over 4 concrete slab with flbermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill LH clean compacted termite treated fill GRADE - lJ Grade T - - I ID o Z � 0 FI U - 0 L , LLI -I 11 14„w x 18„d Concrete footing O a! U with (2) 45 bars Cont. and 45 PORCH SLAB EDGE DETAIL I O 4j ,, transverse bars at 48 o.c. to SCALE 1/2" = 1,-0„ p I O — 'C�/ — a- — — LU 1-5 iem v 14 LH —1 #5 bar vert. w/ I UH � — — — — — —� — � � 30" overlap O I oD Z TYPICAL FOOTING DETAIL at each filled cellLn LU 4" concrete slab with flbermesh OR 45 bar cont. in curb Fill cell with grout and -4 I 0 � v (1) #5 bar vert. (typical). I ,,( = I I �4"� Steel Ballard 6"x6" 410/10 WWM on 10 mil Visqueen over spacing shall not exceed -� I q clean compacted termite treated fill Wood Max.Ma unless otherwise noted -� - - I I I See detail on this sheet Curb height #5 bar cont. Verify based on see foundation plan notes for I I I I�f'-6" I (n m foundation plan Base spacing at openings I I 1JJ O 51 ounStedation plan er 6„ 6, concrete slab with flbermesh OR I W L u 0 x 10/10 WWM on 6 mil Visqueen over I Z vi a Cl t treated ZLLI OD termite rea e i cy over v .. Grade concrete slab with i ermes I 16"x6" #10/10 WWM on 6 mil Visqueen v I '� z �. � � � 0 clean compacted termite treated - � mpa fill � o a 1= I I I LL r r L < 3„ 3" (2) 45 bars Cont. bottom steel - N ## - c6 1 — I F 1 I I p " l z 2 I �_ Lo 0 �. 12" 14"w x 18"d Concrete footing I UCA CAL 2 -III Ipl with (2) 45 bars cont. and 45 I FI I I (y I O ~ 0 r r 0- DETAIL AT GARAGE STEPDOWN transverse bars at 48 SCALE 1/2 - 1'-011 - I I O O O O W F 12" x 12" concrete column (L W q) x J block filled with concrete Contractor to provide ° and (2) #, bars vert. tied GARAGE CURB DETAIL p o f t o N 0 1 o = into lintels above (1 proper foundation chairs - x � J I ~ I%2" M,„, SCALE 1/2" = 1'-0" for proper steel installation � C11S I I FS N m U >r Edge u u LU I I J-4� — (a Top of footer Dist `r X'q) I I O I Recess for FS I < +' 16" below finished41j, = N a - - - - - - - - - - - - - . : � Garage Door O 12' 6' FI I = _ I I- 1 11 i I y 30"x30"x16" concrete 30 Ln min. 1 column footing with (4) of I � L 111I I11 ' 45 bars each way 3' 2" x 6" PT wood secured with Corner Steel Lap � ° l J � 1/2"dia. x 6" expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood n t S - 3 COLUMN FOOTING DETAIL jamb per manufacturer's product approval N — — — — — — — �' SHEET NO: SCALE 1/2" = 1'-0" Garage Door Jamb Detail O O - - - - - - -O o N O O ° ° i i i i i i ° ° cv GARAGE DOOR TO WITHSTAND PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT T S APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. OF 5. Filled Cell Masonry Column With One 2'-2" 9'-6" 2'-2" 2'-8" 2'-8" 3'-6" 9'-01, 3'-4" JOB NUMBER: U5 From Footing To Beam Each. Filled Cell Masonry Column With One Grout fill To Be 3000 PSI 45 From Footing To Tie Beam < 13'-l0" 5'-4" 15'-l0" 21 - 19 � S FOOTING CJ' C H E D U l_ E See Floor Plan For Location Grout fill To Be 3000 PSI Mark Size See Floor Plan For Location 3� o ���O.000000 Description Address: � 00� O�° F1 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS _" A d d r e S S: 11 D a n za r F •_ o12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS Digitally signed 0® ���R 8 � °o b 30" x 30" x 16"1-) COLUMN FOOTING WITH (4) #5 BARS EACH WAY by Daniel R. °o°, ° o o° �• 1°°o AGE 9770 F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS single Filled Cell Column Braden ���°° 1�"W x 18"D Double Filled Cell Columna���°"°° o°° F5 With Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 0'-0" NTS NTS Date: 2021 .07.22 �oo ��D°pQ�Ooo� 11 :45:49 -04'00' ��00000Qa� Provide 45 bars with 12" min. lap 1*5 cont. beam steel to run Trusses at 24" o.c. into beam and 48 bar dia. into through lintel and tie to see shop drawings down rods in jamb cells. pg Strap truss to wall using Simpson MGT with Simpson HETA 20 Vert. filled cell. H I ROOF: S H T f >�l C� by others 5/8" dia, threaded rod with min 12" embedment p o- .. into beam either wet set or in epoxy with hurricanes T T A C H M E N T DETAIL R-30 Batts d nails into truss. Add blocking to ( O c ) su�porting M truss I r detail on this sheet g p 1810 IS. uplift p' u --------------=- - ---- -_-- ------ ----=- -_-= ----= -=- ------_--= I. Minimum Nail Size = 8d angular ring shank (min. 2 long) ETA 20 2. Minimum Screw Size = #8 x 2" i:. 3. Minimum Sheathing Thickness 19/32" COX PI wood R-Iq Batts 4. Use nails or screws based on sure for roof stated Provide Cast-Crete I ' J pp R-Iq Batts in permit info box on these lans for zone i i p h p 3 8U16-IB/IT precast i.. I L90B lintel set in mortar IOOB L45 Min. 8" Bearing Q 4 FT 2E 3� BI Fill lintel solid with TYPICAL grout. Provide PT Buck GABLE LU - BI attached per jamb Grout Filled Cell TYPICAL Frame ceiling transition Bl etails into filled cell 0 �� 2 HIP as needed using metal studs N tfield verify exact configuration — w 4 FT 2R ® and sizes N 4" Pre-cast 2R 4 FT I 2E Drywall ceiling N F F see typical section L90B Sill N p .� u- < IE ii © � '' C �Il1n transition Insulation Detail ... . . .. ... . I I 4 FT nts o = . .. ...... . .. . Provide #5 bars with 12" min. lap 3E 4 FT ZE 4 FT1 N BI I : into footing and 48 bar dia, into Vert. filled cell. < L60 i Ke Zone Edge Field Fastener Pressure ~ i I �" 6" 8d ring shank 45 psf LU I /E31 BI 2E, 2R .41, 6" 8d ring shank 76 psf 0 2N/3E/3R �{" �{" 8d ring shank 84 psf /Z 2„ N O Concrete Footing H. See foundation plan for ° for exact sizes x L45 B I (n QC DETAIL AT WINDOW OPENING IN � � � ° � 0 � - Scale: I/2" = 1'-0" fa AULTED EA L +, o N CBS WALL SINGLE PLY REAR GIRDER TRUSS `� a N U NIZ2 T 0 (1)LU �' U v Q Nail 2" x 4" blocking to vert. leg of a� -4 LOPE — Q U truss with IOd x 1.5" nails at 4" O.C. _ 0 ` IL n $I N o O o �; E_ _ <r Install Simpson MGT into wall using o U 0) cn u N 5/8" dia. threaded rod set min. 12" ,n p O I L into wet beam and (22) IOd nails into truss E � ao Z " Verify with Plan Concrete 12"x 12" ` Lintel L Column Block //LL11 N i. /Z t- #� TRUSS BLOCKING DETAIL < z o BI L31 ci O � � Rebar 48 Bar Dia. Rebar AT GIRDER STRAPPING w I � < O � Min. Overlap AT CENTER BEARING POINT = L45 BI w U >- Q- = W Column toLint & l i4 ttaehm & nt NTS O 12 SLOPE ,4 0 SE A M SCHEDULE Metal roofing and underlayment intstalled per Produc ApprovalI I as shown on sheet I over COX decking - see roof sheeting BI ' ` attachment diagram on roof plan. 1-IL U Mark Size and Descrl tion LU < � Two rows of beam block felled with concrete and I 45 bar W BI continuous in each row. Hook vert. bar over top bar with 22 x 54 Z 45 90' bend bar with a 10" min. lap at top bar. r W �� Attic Access Additional Precast Lintel �� �� �� �� L31 BI p 45 bars Q \ Lintel Bar Clear A B Aluminum Drip - Edge (: Fascia Brace Cable end / N � (y EAR textured stucco installed per with 2" x 4" SYP #2 Length Length Span Bars Bars ,/8" thick light p m :.,.: ASTM C 926 over ASTM D type 2 paper backed 8ft back nailed to bottom I I \ I I W O 2'-10" 2'-8" I'-6" 2,#3 none wire lath nailed to substrate through one layer of of top chords using (2) 10d I I / I z I U] U i i i ASTM D Tye 2 felt paper using 8d nails. Substrate nails at each truss \ O *------0 ----'' ----'' to be 19/32'p COX Plywood nailed at 6" o.c. in field Flash and Counter I I I W ' Z Z 3'-4" 2'-2" 2,#3 none flash _ uJ W CO O and edges with 10d ring shank nails into studs. Z U 8F8-OB/IT 8F8-IB/IT 8F8-IB/2T H. I / I I \ I > U) OD Additional 4'-0" 3'-10" 2'-8" 2,#3 none Nail ledger to / I I I N N +, #5 bars gable end truss I I I \ I < W OD U with (2) IOd ils 1 1 U < CLEAR ;:.'.% : •,:.`. '. 4'-6" 4'-4" 3'-2" 2,#3 none each e --- L31 p- One Row of "H" n at a h web O Bl I /FRi 4 48" 8' O" MAX Block Above 5'-4" OD OD 5'-2" 4'-O" 2,#3 none Metal roofing and underlayment intstalled per Product Approval I / �eiling� I I \ I I Z N N Z ## as shown on sheet I over COX decking - see roof sheeting --- attachment diagram on roof plan. 4'-6" 2,#4 none I / I I I � N N N .( Precast Lintel N .( W I I I \ I (17 U ra-- i Additional i '' !''' �'-6" 6'-4" 5'-4" 2,#4 none Simpson HETA 20 or equal 12 = I / I BI I \ I a- ' #5 bars - hurricane anchor at each truss a U O r r •� r____y r____y PRE-ENGINEER WOOD TRUSSES L31 6'-2" 2,#5 none with (10) IOd x I I/2" nails 4 a _ 8FI6-IB/IT 8FI6-IB/2T ( 24" o.c.) supporting Max. 24 o.c. TYPICAL W NOTES: T-O" 2,#5 none 18101bs. uplift ( shop drawings by manufacturer ) A- — _ N (� — W Q U- NOTES: _ � �L.L � I. min. coverage of 5teel=1.5" Truss mfg to provide level Bl J - ° (� N 2. min. bearing required 9 ea. end=8" ALL reinforcing steel is grade 60. (n BI r [T] 1] +3 3. standard for reinf. steel=ASTM Ably return to be I short of wall l2 0 QC r TYPICAL LINTEL SECTION Aluminum Drip `� SLOPE O V +� ( PRECAST CONCRETE ) Edge & Fascia j✓ R-30 blown fiberglass BI u, M cA 2" x 4" Sub-Fascia 5/8" thick stucco on 3/8" hi-rib lath in bottom chord of trusses OB BI 12" attached to horizontal and vertical wood L90B framing with nails or staples to provide I/2" drywall with smooth finish tj Kagcan full o vent vinyl soffit installed no less than 1-3/4" penetration into per product approval form on sheet 1. horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete I ? .N.. into vertical wood framing members LINTEL SCHEDULE and (I) #5 bar cont, in each row. Substitute precast lintel filled with concrete and (I) #5 I" x 4" nailer attached to bar cont, for bottom row over openings ETA 20 -Q Window Rows of Max. Max. Max. level return with (2) 8d ring shank nails with min. 1.5" 1/2" dr wall over I" x furrin or Door H Block Gravity Uplift Lateral penetration into soffit framin 5/8" thick light textured y " Simpson HETA 20 L P g g strips at 16 o.c. with R4.I -foil hurricane anchor at each truss Mark Unit Lintel Above Bottom Top Load Load Load P BI Width Size Specification „ „ Steel Size Steel Size (PLF) (PLF) (PLF) stucco on typical concrete insulation on t Ical 8" Block walls 12" x 12" concrete column block construction yp ( 2�4" O.C.) supporting Max. L22 2'-2" V-6" 8FI6-IBAT ONE 1 #5 1 #5 6113 354, 2854 block filled with concrete _ All drywall to be installed per FBC R102.3.1 by g fu and (2) #, bars vert. tied Vanes - see plan and shall meet all pertaining ASTM codes. BI 1810 lbs. uplift L31 2'-6" 4'-0" 8FI6-IBAT ONE 1 #5 1 #5 2931 30,9 2128 into lintels above oo Mortar to be Type "M" only proportioned_per FBC R60�.1 8" 45 bar Vert. w/ and Mortar joints shall comply with FBC60�.2.1. BI BI SHEET I�l O 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-IBAT ONE I #5 1 #5 4360 2093 946 with concrete and at each filled cell L50 5'-0" 6'-6" 8FI6-IBAT ONE 1 #5 1 #5 3480 1880 1204 one #5 bar continuous BEYOND Fill cell with Grout and L60 6'-8" ,'-6" 8FI6-IB/IT ONE 1 45 1 #5 2461 1634 891 Rear Patio/Slab to (I) #5 bar Vert. (typical). L80 8'-O" 9'-4" 8FI6-IBAT ONE 1 #5 1 #5 1843 1133 ,39 be flush with bottom of Max. spacing shall not exceed a sliding door recess. Wood 48" unless otherwise noted L90 9'-0" 10'-6" 8FI6-IB/IT ONE I #5 I #5 1533 914 519 see foundation plan notes for O O L90B 9'-0" 10'-6" 8FI6-IBAT ONE 1 #5 1 #5 1533 914 5,9 Top of Tooter Base spacing at openings IN JOB NUMBER: 16" below finished floor ' LI00 10'-0" II'-4" 8FI6-IB/IT ONE I #5 I #5 1366 ,98 604 Step per foundation plan 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over - OVERH NGS AT I' -O" UNLESS OTHERWISE NOTED ON THIS SHEET 2 LIOOB 10'-0" ll'-4" 8FI6-IBAT ONE 1 #5 1 #5 1366 ,98 6O4 Slope per foundation plan °D clean compacted termite treated fill - ROOF ITCH A T :12 UNLESS OTHERWISE NOTED O N THIS SHEET L120 12'-0" 13'-4" 8FI6-IBAT ONE 1 #5 1 #5 10,5 606 433 L120B 12'-0" 13'-4" 8FI6-IBAT ONE 1 #5 1 #5 10,5 606 433 = TRUSS ���QO.DOO000Q LI40 14'-0" 15'-4" 8F16-1BAT ONE I #5 I #5 1250 485 341 ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE �Q Dou [>�Qo 0 u6o 16'-0" 1,'-4" 8F8-IB/IT ONE 1 #5 I #5 950 404 25, I � ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING C0N�T -C&-EI�NII Danzar LIOOB 16'-O" I,'-4" 8FI6-IBAT ONE I #5 1 #5 950 404 25, _ - ALL TRUSS T O TRUSS CONNECTIONS B Y oo°° �o �EL ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS -I TRUSS MANUFACTURER Digitally signed 0° o® Nly b LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE I4„ FI - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR by Daniel R. o o° o�p0 REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING o� e AR9770 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION oc� o LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. — —' I Braden o. ° � '� REQUIREMENTS I— F3 T ( p i C a l G C t I on at Front P Or C h — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO a�� °°°°° °° °° °o� 'D� LINTELS OVER 14 -O LONG ARE TO BE PRESTRESSED. �d _ PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO Date: 2�2� .�7.22 �o� �D°G°�Q��0�0 Scale I/2 I O TRUSS CONSTRUCTION i PANEL "A" FFoles Load Wire Description circ# circa Description Wire Load BRPoles 1.2 kw u12 Refrigerator 1 Ran a 44 12.0 kw 50 2 1 20 1.2 kw u12 Clothes Washer 3 Opt, FA T 10/S LA B 1 20 1.5 kw u12 Kitchen S.A.C. 5 6 Dr er 910 5.0 kw 30 2 Opt. P,A T I O/S L�A 1 20 1.5 kw u12 Kitchen S.A.C. 1 s 1 20 #12 Bathroom Recepts 9 10 Air Cond nsor u10 5.0 kw 30 2 1 20 1.2 kw u12 Dishwasher II 12 1 20 1.2 kw #12 Microwave 13 14 Air Handler #10 5.0 kw 30 1 2 I 15 #14 General Lighting 15 14 139 CFM I 15 #14 General Lighting Il 18 WH 410 5.0 kw 25 2 IOXIOX-1 I 15 #14 General Lighting 19 20 M f� 1 15 #14 General Lighting 21 Z2 GDO #12 0.81 KW 20 I / / \ \ I I /4 S T F- R I 15 u14 General Lighting 23 24 Spare WF GFCI D O O Spare 25 26 Spare S T F- R \ Spare 21 28 Spare D O O \ Spare 29 30 Spare \ I V V POfi� C�-I � N PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) 1135 3 5,205 1 139 CFM V Small Appliance Circuit(s) 2 1,500 3,000 1 IOxIOx-1 _ Range 1 12,000 12,000 163 CFM 1 I / o 10 CFM Refrigerator 1 1,200 1,200 IOXIOx-1 1 IOXIOx-1 I / / Microwave 1 1,500 1,500 / Q3 Dish Washer 1 1,200 1,200 Centerl Registers Clothes Washer 1 1,200 1,200 on lceiling fan 1 R F- ;4 T Clothes Dryer 1 5,000 5,000 I Q O M Water Heater 1 4,500 4,500 1 12xI2xI0 I M O I S fo Opener Garage Door O 1 810 810 Monoxide Detector n/ g P B/A r Smoke / Carbon I O Q N \ LfL 1 I �F- ------- ---- /I I Combo N U I Total Watts 35,615 O MI 12xI II v 1 m SI First 1000 a100% 10,000 E � T B/A Q Remainder 0 Watts25,615 540% I 10,000 U Li 1 O 10.2-44 -- Electric Heat or A/C 10,000 565% 1 10,000 10,000 i 8 CFM Calculated Load Watts 30,246 I 8x4x4 L. OIS F- T Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 1 iwng N 1 B°x Exhaust Duct I Panel Size Required = 150 Amps - - - - FCI 1 8x4x4 I I 1 = �hr-a Soffit 1 32 M Vent thru I L - - - � I � I I m I / % �� / j --- --soffit D I I�l I I�l � � c�Fc1 � � I • E l & ctrlc a I s mbol � g � nd 1 - - M I F___ 3 Single Pole Switch ® Recessed Can Light DINING 1 / 1 / i tj S3 Double Pole Switch ® Eyeball Recessed M 1 ° ° I I j / c�FCT / �ffCl Tc�FC1 5 ® FM Exhaust Fan � OOI 1 12" � TCn � I� \ I `� FAN O PB Push Button Switch � h 1 1 \ / ! -k* E U � Duplex Outlet Ceiling Mounted Light 1 \ /I I-� Special Receptacle Wall Mounted Light - - - - - - - - J I I I \ Waterproof ground fault circuit n Light with Pull Chain (attic) 144 CFM S\S - Exhaust P. c,Fc Pc 9 I I 12x6x� - - - - - - - 3�2" 3'-2" 24" ® Floor Duplex Outlet © Computer Connection Jack T 1 R D \ O Duct Thru FC-M1 Carbon Monoxide Detector Flood Light D O O M 1 8 CFM _ 1 Wall T� Thermostat m Electrical Panel 8x'4x4 � - _ ® � U \ WP CsFCI iwng T H 1R D � Install oulet � O © sox - - - M / under disc. Central Vac � Electrical Meter O O I I � not shown for - _ _ - clarity U QS Smoke Detector Ceiling fan w 0 ' ' I Tv Television Jack G � cr I min m U LH Telephone Jack N 1 W H Attic Access A/C � � - - o Z ❑1 P AC DISC A/C Disconnect _ 2" F I �-I--1 I� with light I #� \ V � N - - - - h G C F� ® I x 4 Florescent Light ® 2 x 4 Florescent Light 12x12x8 111 // 1 - - - 22" x 54" SPKR Speaker Hook-Up 84 CFM B/A > p - J \ \ - I Attic Acces 4"O Steel Ballard W - 1� with light # P P IOxbxd �i I ( See detail on this sheet \ _ - \ 1 1 I - - - - - - FB = JUNCTION BOX TO SUPPORT .A FAN � T �� � \ \ �4"� Steel Ballard A R 1 SEE MANUAL See detail on this sheet T = THERMOSTAT LOCATION -- "J" and Energy \ I Pull chain N 1 150 Amp forCUnit ainfo I p'`�light in attic / W m + W W E B/A BALANCED AIR � � Panel S \ I o O ( � � OPTIONAL PANEL / 150/ Amp � u 16" I \ LOCATION Panel Z Z ui 0 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW --�f+t-- --- - 13 C M I 1 1 �' Z LL1> LO � O Vent thru 8x4x 1 1 1 Smoke / Carbon cJ I 42"h GFCI / '`I� < �• N N v A/C disc. A/C disc. # 2O7C�}O 41 XCF�{ FA Monoxide Detector i i CM 1 n U _ M � Combo under AHU � 4�L � 2/0 AL SER Cable fR�A i I I r r (3) 91 THHN Copper With #I Grnd ° LeTi�J 50 M I I I / I Garage 1 OD� # 2" PVC Schedule ���-----��� - � Door 40 conduit 15o 2" PVC Schedule 15o I ° 1 / Opener O ^^� AMP 40 conduit sleeve �AiMP I -----, � � r r into attic - - - - - - I I I U PANEL AHU PANEL AHU I I I Exhaust Duct - - - \ i-----------------i o U O r r I Thru Soffit - - - I I Lu U � m 200a rated 200a rated �� I I SO , I I meter can O meter can O r" I I - L4 x ) -1 215 CFM ;C� I I R I I = � Q; LL METER METER I2x6x� I I /t `pB \ \ I I ~LL - Intersystem bonding Intersystem bonding 12B��p I I / to corner \ I I lr L Termination point Termination point / I I 2 PVC ( FPL)-� 2 PVC ( FPL)-� I I schedule so schedule so S F- C O 1Nl D I I _ -S E C&N D 1 � � � 0) 2" rigid service FPL 2" rigid service FPL D O O M D O O M \ I I GEC Bare tt6 co per wire GEC Bare tt6 co per wire \ to (2) 8'- ,' Galvanzied to (2) 8'-G' Galvanzied n` - - ground rods - - ground rods C� ill ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER D u C 7 L /4 Y O L� 7 _3 � - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS V - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. SCALE: 1/ _ -O Wire For manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction Front Post F- L F- � � � L F L � N - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment Light SHEET I I E E T NO: ELECTRIC NOTES: 1 WP CI (a 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 o� 2. Provide and wire all required smoke it Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to e, \ / Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. E F S C 2309 .7 Attic Y C n I n C a l e u l a t I on s O F S 3. Contractor to verify location of electrical year from closing sale of house. > service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans enter Post Light on X a charge and shall include replacements or repair of an This corner - JOB N U 1"I B E iR: 4. ALL bath and kitchen receptacles to be GFCI protected. g p p y or as selected by others. � �o Total a l Attic t I C Space a C G� - 2 � 8 T sq. f t. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. \ / - 6. Recessed cans to be installed per NFPA requirements. 16. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete Y e n t I n g Ratio 1 / 1 S O - I �o .S 8 sq, f t. r e q u I r e d 21 - 19 E3 1. 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 - >0 Post Light with ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. v Photo cell 35'- 8. A/C Return Air Balance Must comply w/ FBC RM1602 the requirements necessary for the equipment to be placed in o Provide On I n uou s n t e d Soffit ���O.O.DOO000 9. A/C RefrigPerant lines that are run thru slabs must be proper working order. 23. All exposed wire below 9 -I shall be installed in metal EMT Ou0 - �0F sleeved in VC 17. All work shall be done in accordance with the N.E.C. and conduit. r e ss: an Za r OQQ�Q�°° 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. per 00 Dryer Vents to be installed p -1*� iI a II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FByC RM1502 pC�L R.8 ° contractor, the completed system Shall be full operative. and telephone company. DI Itall SI ned b �° °®� 4 'o D 12, Contractor shall pay for all fees, permits, testing, and Digitally 9 y Oa o ., O inspections including blower testing where required. 18, The electrical system shall be completely and effectively Daniel R. Braden ° °° AR9770 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. �� �0 interference with the progress of construction. o.��° °o 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' Date: 2021 .07.22 a 0°°°°° °°°�O O� against the public liability and property damage for the labels where applicable. 1 1 :45:27 -04i00i �p.�Q°°� °°�� no duration of the work. o� • . Q� o . L�DG� . ��OOODQ�