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HomeMy WebLinkAboutELECTRICAL 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. Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting tachment diagram on roof plan. 12 SLOPE 4 5/8" thick light textured stucco on typical concrete oz 12 block construction SLOPE 4 8' 1" BEARING v 2" 12" H. DRESS H. COVERED *' PORCH E L.. .. 12" � IL to _ 3 COVERED N PORCH I O O'-O" = Finished Floor - - - - - - - - — - - - - - - - - - - - - - - w � O � I 5/8" thick light textured p� stucco on typical concrete 5/8" thick x 8"w cut block construction coral f inished stucco bands — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — " " REAR ELEVATION v 5/8 thick x 8 w cut Finish Columns with (y coral finished stucco bands SCALE: 1/4" = 1'-0" 0 r to v 5/8 thick cut coral finished stucco bands a U Q Q RIGHT ELEVATION Truss mfg to pprovide level return to be I" short of wall SCALE: 1/4" = 1'-0" Aluminum Drip Edge t Fascia 2" x 4" Sub-Fascia Metal roofingand underla ment intstalled per Product Approval 12 1" x 4" nailer attached to as shown on sheetI over COX decking P see roof sheeting Kaycan full o vent vinyl soffit installed level return with (2) 8d attachment diagram on roof plan, per product approval form on sheet I. ring shank n ils with soffit . 1. rig Metal roofing and underlayment intstalled per Product Approval TYPICAL SOFFIT DETAIL as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. U_ O 12 T S er baked wick cut coral re lath nailed s to csub t ato over e through U 4 SLOPE one layer of 15 lb felt using Sd Halls. Substrate to be 19/32" COX Plywood nailed at 6" o.c. O Z in field and edges with IOd ring shank galvanized T El V, nails into truss webbing. Z A _L 8'-1" SEA ING 12 4 SLOPE 2 DRESS DRESS O LU O.H. PER 8'-1" BEARING � U LU 12" 12" 1IL H. Z lLl . 0'-0" = Finished Floor V. . ❑❑ El — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — o rum pup Cam CM 5/8" thick light textured stucco on typical concrete to block construction ® � ® � o'-o" = Finished Floor WJU o O LEFT ELEVATION " ' � z z mo o 5/8 thick x 8 w cut � Z lU � u SCALE: 1/4" am 1'-0" coral finished stucco bands F R O T ELEVATION "(N -,— J < ao 00 SCALE: 1/4" = 1'-0" . r-r- C_ < Z N N I-- # N N N PERMITTING INFORMATION (FORM 100) � � U I-I--oCr R V O rr Florida Building Code Residential: 1TH Edition and ASCE 1-10 for Wind Loading 2R 1. 3E 2N LU () m Product Approval Submittal Affidavit Building Design is: Enclosed Risk Category: II Wind Speed: 145 mph ultimate _ Mean Roof Height: I3�'-8" Roof Pitch: 4:12 11°-20°) 2E 3E T °' � °' LL Opening Schedule Swing Doors. Overhead Doors. Sliding Doors. Windows t Skglights Internal Pressure Coefficient: ±O_I8 3E I' ` U t ~LL � TEST 1/2" dr wall ceiling on truss bottom cord Sub ectabilit to damage from: Weathering: Negligible Termites:Ver Heav 2 = 2E 5 Opening NOA/FL Manufacturer Design Pressure y g J y 9 9� 4 4 r Tgpe NUMBER Product Model Glass Attachment method peaL1On of Approved Tests 2 x 4 top plate 3E +, Width of Roof End Zone: 4 -O 3 Wind Exposure Classification: C 1.2.3 Single Hun SH-1100A 5/16 1/4" dia. tapcons w/ min. 1 3/8" penetration to be F N FLU 239.4 g g PGT spaced per product approval. Contractor shall adhere to + 65.0/-80.0 PS Adjustment factor for Exposure Height Using Allowable Stress Design and t4 Impact min. edge distances specified in Product approval Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.4DL+O.4WL 5 nsta x Ductto concrete blockwith i i e ce wit Overhead Model 824/811 ) a5 bar Vert. u"ng 3/8' x L' Hilt. HLC Sleeve anchors at 8' o.c. 1,00 = O.6 GABLE ROOF FROM A 20-1005.08 18'-2" max. width th 1.2v dia. Washers mth min. 4' edge distance. Install track to buck Ex Hel Height Ad Factor: x Load Combo Factor O.6 applied below DAB rig fU 5/IL' x 15/8' full thread lag screws m each bracket maintaining 3-21-22 +40.0/-44.0 PSF P 9 J PP 2.12 TO 8:12 PITCH Garage Door 14'-0" max height min. or 1.5' edge distance - GC to strictly adhere to product approval Door Com an rovida ,/IL' u nut ua er on roller art. GABLE ROOF Components t Cladding Wind Pressure: 03 I/4" dia. tapcon with min 1.25" embedment at 4" max Zone: I 2E + Sf Smooth from corners and 14.5" o.c. max. thereafter in jambs. 15.0/-51. 0 p B FLU 15213.1 Fiberglass Fiberglass Plast-Pro +65.0/-�O.O Zone: �N, 2R, 3E +15.0/-51.0 psf 2R Sliding Glass Series 110 I" nom 1/4" dia. tapcons w/ min. 13/4" penetration to be 1/2" drywall On Zone: 3R +15,0/-69.0 psf 2E 1. 3 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 L Door Type G5A min. 2 I/2" edge distances specified in Product approval — 2 X 4 Studs at I6 O.C. P g Zone: 1 +18.0/-31.0 psf 2R Zone: 2E/BE +18.0/-41.0 psf 2E "1 TEST I. Product NOA/FL Model u Manufacturer Attachment Method Expiration Design Pressure Zone: 2R +18.0/-53.0 psf 3LLL LLL 2R NUMBER Date of Approved Tests Components t Cladding Wall End Zone Width: 3'-0" 2E 5 SHEET N O: For CMU use (2) I/4" x 2 3/4" tapcons with min 1 1/4" embedment WALL Components t Cladding Wind Pressure:Zone 4: +23.O/-25.0 psf 3 4 CM-18531 Ml Windows penetration into each Mull Clip. Attach mull to clip using (4) 410 x 1.25" + 118.9 PSF Zone 5• +23.0/-31.0 psf Mullions FLU 15353.8 vertical mullion and doors self tapping screws per clip as shown in product approval. _ S 4" concrete slab with fibermesh OR Components t Cladding Wind Pressure (NET) on Garage Door: Zone 5: +32.0/-41.0 sf P ROOF 2:12 5V Crimp 26 a 5v crimp metal roofing attached to plywood deck using 49-15 x 1.5" Roof Zone 6"x6" 410/10 WWM on 6 mil Vlsqueen over P �O 8:12 PITCH ROOF F L 4 33818.2 p Gulf Coast Supply HWH wood screws with self sealing washer at 12" o.c. max spacingper System 1/2E/2R: clean compacted termite treated fill Shear Walls Considered for Structure? Yes OF �, Metal Roofing no. 5V-Tgpe I for max pressure -94.25 psf. Install per sgstem V type 2 and manufacturing for max. pressure of -1310 psf. Fasteners shall be installed through underlay- - 94.25 PSF Continuous Load Path Provided? ment and attached to/through I wood per sheeting attachment detail on roo 2N/3/3E/3R: base-board 2 x 4 P. bottom plate es = Roof Zone I plan. Plgwood to be 19/32 CfYX. -1/3 PSF Are Components an Cladding Details' Provided?Yes Walls Zone 4 ,JOB NUMBER: Minimum oil Bearing Pressure:2.500 psi, Presumptive: X By Test: psi Install two lagers of T vek horizontal) in shingle st le fashion using 4' and END ZONE 9 9 9 9 9 This Building Shall Have t e Followin =DuPont Protec I60 g h h h Roof Zone 2E/2R 6" overly s. Install usin I" dia. metal or lastic ca nails at 12" o.c. alon Underla FLU 208�6.1 DuPont P 9 P P g 9 9= Tgvek course and end laps an a single row 24" o.c. along middle line of the field APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: Walls Zone 5 I.A.W. the product approval installation instructions. Stagger top layer using 24" undercourse strip parallel to eave edge and cover with full sheet. Non— Bearing _ CORNER ZONE �OOQOO� Overly successive sheets b 24" I.A.W. product approval installation instructs s. Interior I�l on— B e a r l n q Fart 1 t 1 on ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage: 1O psf Roof Zones 3/3E/3R FLOOR LIVE LOAD: _9- sf FLOOR DEAD LOAD: 1O sf Attic with storage. 20 sf Roof Zone 2N Siding Stucco on Block nts 0• �o° o o 12" Tri le 4 Installusing x battens attached to wallusing / 6" dia. 0 ��%et� � , O - - - - 177 Soffit FLU 16503.1 pp with I" min. embedment into wall. Attach Soffit channel to wall using Full-O-Vent Sin le Kaycan LTD 0.091" dia. x 1.5" T-nails at 12" o.c, per detail C 1n P.A. Install J" ± 55.6 PSF Digitally signed by o o o SPAN VINYL S�FFI channel to bottom of fascia usin staples Into soffit and same T-nails ELEVATION NOTES: ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING Daniel R. Braden J. AR977770 RETURN ALL STUCCO BANDS TO WINDOW OCCURS BETWEEN THE BUYER ANDUJY>�l>\lE BUILDING CORP. _r.. Date: 2021 .06.10 op�a�° °o���oo I have reviewed the above and approved It bg mg seal below. ( Architect or Engineer of Record ) OR DOOR. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 15:06:14 -04'00' ��OODD� FLOORP L 4 I Recess top plate 6"w x 3/8"d Counter top - verify type Opt. PATIO/SLAB for steel sup ort an le with contractor 35 -O 11 TYPICAL NOTES: SCALE 1/4" = 1'-0" C R � l ° is T 74 f 1- 15'-3° 8'-10r2" " a' 10o 2" 12° I. Contractor to verif ALL notes and dimensions prior to 36" high b �" diameter 2 � P W.H. = Water Heater g � proceeding With work. steel ra h st Floor 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Fla"�s�€L�ii omt0: pendtandg1e Base cabinet 00 00 00 ° O ° 0 o N expc16hW1n ibt'erii'6focounter. ❑ EGRESS ❑ 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab fs?As1biglle5&t4dsi steel plate 12" x 12" Concrete column a minimum 1400 P.S.I. fiber stress. 2" x 8" wood studs block filled with concrete and 4. NO dissimilar metals to touch. 1 diumall 6" at 16" o.c. 13'-II" _ p (2) tt� bars Vert, teed Into lintels above S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2%," 2%," 2" x 8" PT wood plate ° o Filled cell under O C ALL Concrete used for vertical filled cells, cont. tie beams etc.. to %2 - girder above shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix m o O WIRE LATH Tucco 0 6. Drywall at ceilings shall be leveled and attached to bottom chord °3/8" 2%2" KITCHEN ISLAND FRAMING DETAIL Iq'-9„ � of trusses with screws per FBC R-102.3.5. 0 2%2„ O 3' q" 1610" 1. ALL wood in contact with concrete shall be pressure treated. o o - M A S T E R 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. %2„ 12 _ :� BEDROOM O O M ❑ 0 9. ALL plumbing fixtures to be low flow. 3" - C C 10. Contractor to Provide Drain at water heater in accordance ��m 8'-O" A.F.F. 00 DD O O 00 with the current edition of the Florida Plumbing Code. Verify attachment �a Flat Ceiling 1 11. Contractor to Provide a 2'-8" wide door at one bathroom for hole location with GC handicap accessibility requirements. 2 j2„ 2 j2" prior to fabrication = O 3/8" thick 12. Lowest finished floor to be set by Governing Building Department Steel bracket 6„ o surveyor to set in field. 6 N 13. Separation between residence and garage shall be per FBC R302.,0 3" Vanity to be 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door 34 r2"high C pC 15. wall and Ceiling shall have a flame-spread classification of not greater than 200 per FBC R302.9.1 COUNTER TOP BRACKET DETAIL 1 g p g pp O = 8'-O" to q'-8" A.F.F. 1( . wall and ceiling finishes shall have a smoke-developed index of not greater than 450 per FBC R302.9.2 Rod a shelf - Vaulted Ceiling c �, 11. All exposed attic Insulation materials installed on attic floors shall have a critical radiant ° flux not less than 0.12 watt per square centimeter. Exposed foam plastic Insulation _ p I C U materials exposed on the underside of the roof deck or on the attic walls shall comply m r a3 with F.B.C. R316 - see permit info box of code edition 1 �, G R EA T 1 ROOM °�' p` U Q 18. G psum board material shall conform to ASTM C3�, C19, C-f15, C51-f, C, 30, C931 Ariz- C >00, C1002, CIO�f1,Cll11, C11�8, C1218, C1395, or C1396 and shall be Installed ° L. O S T I o I A according to the following: (FBC R�02.3.5) 1 ac O Drywall Framing Max, spacing Nall sizing o dons for H.B. 1 Location Orientation Member g P - -Thickness of fasteners installation of dr wall into 0Spacing 9 d t Shelf N bDLn Maximum wood framing members - 1 n� •r Nails Screws 2" x min. thickness 1 .Nb a' VTR O 4 N v Ceiling Perpendicular 24" i„ 12" 13ga 1 3/8" long with 19/44" head 12 �� MASTER I � 1 Iti_ 0R 1 BATH O m\ 31" 2 0.098" diameter x 1 1/4" long I LAV-I 1 I 111b`� �' I �� KITCHEN 3 -� 32" DRYER ASHER annular-ringed or 5d cooler nail 1 wn-i 111 „ 1 LAV-i 1 I 1 2' AAV W ° O 5'-3" Ln ❑ ❑ 2 Walls Esther 16" g'� 16 0.080" dia.OR 15/8" long with I I 13 � 2„ LAUNDRY 42 � �' 5" o LAUNDRY - 1 ° Direction 15/44" head 1 - OR 1 I 2"1 1 UJ Gypsum board nail 0.086 dia. 1 1 L V-i - x 15/8" with 9/32" head. 1 wc- J 2" 2" 2" L v-i H cy 8'-O" to Perpendicular 24" „ „ 13 a 15/8" Ion with 19/64" head 3" sHWR-I 2 2" �r Vaulted ceiling U- Ceiling P 12 9 9 O OR 1 we-i 2" 2° DINING 0.098" diameter x 1 3/8" long 3" _ annular-ringed or 6d cooler nail T = Vanity"high be U s gOR co.' 2 - -m IS" � 42" 34 %2„high I 1 1 MAE� O O M � !1/ 3'" BATH tt2 - in -i counter tops to 3/8" thick steel Walls 8 16 0.092" dia. x I l/8" long with O �r overhang wall 1.5 counter is supports _� �J O Direction 16 I/4" head 3„ r q'-5" E �{" 5'-3" II g 1 P PP >_ Z OR Gyypsum board nail 0.0915" dia. e4 e9 counter tops to Z ' (� x l l/8" with 19/64" head. to septic/ O 6 g sewer system SANITARY RISER, O over an wall 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.( , _ _ _ _ -1 QL U A108.1, A118.1, A118.3, A136.1 and A131.1 ❑ m 2, �„ - - _ ] P� o _ 20. Cement, fiber-cement or glass mat gypsum backers in accordance with ASTM ®C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations Shall +41" high wall EIU� DW U be used as backer for the wall tile in tub areas and wall panels in shower areas. SECOND n 1 21. Insulation including facings such as retarders or vapor permeable members installed O o B E D O O M 1 < I T dH E N = I O Z within floor-ceiling assemblies, roof-ceiling assemblies, wall, crawl spaces and attics = 8'-0" A F.F. 1 toA.F.F. J 1 Z < , shall have a flame spread index not to exceed 25 with an accompanyln smoke Flat Ceiling I vault d Ceiling o developed index not to exceed 450 when tested in accordance with ASTM E 8-4. _� Q 1 Upper cabinets to `� - 1 LU extend over Ref. insulation shall comply with F.B.C. R31�. I 1 NON NT 1 Install doors thru buck into _� REF. ° block using tapcons as stated = 12'-8" �{" �{" - Install windows thru buck into in product appproval form on sheet I. INSTALL VULKEM BLOCK SEALANT �� OPENING I C H.B. block using tapcons as stated Exterior face Buck to be 2 x 6" PT ON ALL JAMB, HEADER, AND m1.""t - L - - - J -� (4 Exterior face in product approval form on sheet I. of wall SILL BLOCK PRIOR TO BUCK m o � sill E (<1 INSTALLATION of wall _ - - - O cries m Z � V O Vanes ❑ G R-ll Batts Insulation `� Z m N O Provide auto O LU , See product approval for O THIRD O closer 4"e Steel Ballard ❑ N N u • See detail on this sheet �' I"x4" P.T. Buck nailed to hinge screw into wall req. BEDROOM _ J < 00� U lock with case hardened nails prior to window attachment J \# W - - - , I 1 u D�ta11 at Door _ 0 I � } � z� x 54 � rr D e t a l I a t Windows Metal roofingand underla ment intstalled per Product Approval - � � I " " I � �OD Q 9 P PP O O r 1 = h Attic Access I N N C # NTS NTS as shown on sheet I over COX decking - see roof sheeting 4 I with light I Z q) attachment diagram on roof plan. = 8'-O" A.F.F. cn 1 L _ _ - - - - - J O O ^^ Simpson HETA 20 or equal Flat Ceiling 8'-0" A.F.F. N () NN Cr with'(10) 10d x le 1/2 each truss g O r r ,�/C Flat Ceiling rr-D w 1 n d ow Schedule l 24" o.c.) supporting Max. PRE-ENGINEERED TRUSSES - 0 1810lbs. uplift 4 „ #K1 ❑ O 1 GARAGE J�,� C<1 at 24 o.c. TYPICAL = - Mark Size Rou h o en. U1lndow Descrl tlOn PRESSURE ZONE (shop drawings by manufacturer) 12'-8 - X J Truss mfg to provide level O sv LLI ( LL I. 4'-5�a"x V-3%a" 54ia"x L3%4" Single Hung ZONE 4 return to be I" short of wall y Single Hung ZONE 4 Aluminum Drip in `-� m o 0 0 0 o O ` ~ +� 2• L 2 a x 5 3 a 15 x L3 4 ❑❑ ❑ MT 0 ❑ garage toBlock be o >r 3. '-2" x 3'-2 I/2" 21%2"x 38%" Edge & Fascia R-30 blown fiberglass o 0 o struck block N - Single Hung ZONE 4 C Provide auto ❑ 2'-8" ❑ 2" x 4" Sub-Fascia in bottom chord of trusses R-ii Batts Insulation 13'-O" *' 4. 4'-5ia"x 4'-2%a" 54ia"x 54/'a" Single Hung ZONE 4 12' closer �,_4„ <aycan full o vent vinyl soffit installed V-1/2" drywall with smooth finish 15 Panel P ❑ ALL Windows to be aluminum windows w/ tint per product approval form on sheet I. Two rows of beam block filled with concrete EMERGENCY O and (1) 45 bar cont, in each row. Substitute ° ---------- EGRESS --- ° and mullions per elevations. recast lintel filled with concrete and (1) 45 O I I I I O O ALL windows to withstand pressures in permit info box on sheet I I" x 4" nailer attached to gar cont. for bottom row over openings 3• - ° ALL windows in bathrooms to be tempered level return with (2) 8d $ ❑ ,411 rough opening dimensions to be verified b contractor ring shank nails with min. 1.5" 1/2" dir wall over I" x furring O I I I I g P penetration into soffit framing strips a 14" o.c, with R4.1 fi-roll [with manufacturer s specs prior to construction „ o - ° 10 P P Insulation on t Ical 8 Block walls O I I I I ❑ 5/8" thick light textured - All drywall to be installed per FBC R102.3.1 j G O L CA R T L Door Schedule stucco on typical concrete and shall meet all pertaining ASTM codes. II I I Mortar to be T e M on ro ortioned er FBC R60�.1 G A RA G Eblock construction 9P P P and Mortar Joints shall coinPly with FBC 60-1.2.1. Mark Size Rough Opening- Door Description PRESSURE ZONE Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) I I I I c u T *I A 9'-o" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 45 bar Vert. w/ 0 0 O ❑ O O ISO O D O O S n E E I I S O 30" overlapFill cell with grout and B V-0" X V-8" 41%,"x 83i4 Fiberglass Panel - InswingZONE 4 at each filled cell (1) 45 bar Vert. (typical). C L'-O" X L'-8" '14" x 81 %2" �r°��;;`°s Sliding Glass Door ZONE 4 Max. spacing shall not exceed A A 2 9 48 unless otherwise noted Masonry Beam 2'-8" �'-O" 2'-g" �'-4" 2'-8" q'-O" 2'-8" D 2'-O" X V-8" Solid Core - Wood - to-Panel -&-Fold Finished 24" x 81 %2" vase ood see foundation plan notes for spacing at openings O E 2'-L" X V-8" Solid Core - Wood - 6-Panel I" x 6" P.T. Buck nailed to I" x 6" P.T. Buck nailed to 4" concrete slab with fibermesh OR block with case hardened nails block with case hardened nails NUMBER: � M" , " prior to door attachment head prior to door attachment JOB I�l U I I B E R F 5-O X L -8 Solid Core - Wood - L-Panel - Bi-Fold ( x( 410/10 WWM on 4 mil Visqueen over and jambs p Square Footage Breakdown G 2'-8" x V-8" x 1 i4' Solid Core Wood. Steel. or Masonite Door 20 min. rated at garage clean compacted termite treated fell " " - - s Q 0 Total A/C Space = - 1,�53 sq. ft. _ H 2 -8 X L -8 Solid Core Wood 4-Panel Install SGD Frame thru buck into Covered Porch Total - 212 S . f t. block using tapcons as stated q Grade in product approval form on sheet I. Masonry Wall Garage = 1459 S . f t. J 2'-L" X L'-8" Solid Core - Wood - L-Panel - Bi-Fold P - g - q ����OD00000 Total Cubic Ft - 14,02�f Under Roof Total 2,484 sq, ft. Head sliding door O O o 0 ALL Exterior doors to withstand pressures stated in permit info 14"w x 18 Concrete footing oet Ro8° box on Sheet #1 1 1 with (2) 45 bars Cont. and 45 Verify sill attachment req. Install SGD Frame thru buck into v �D� O Typical Flooring block using tapcons as stated Digitally signed by �° ° o O 01 transverse bars at 48" o.c. with product approval on in ). 0 . ° GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL 14 sheet I. product approval form on sheet I. WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 = Jamb Daniel R. Braden qRg77® �0 ,411 m� rough opening dimensions to be verified by contractor TYPiC /4L SECTION Sliding Door Detail Date: 2021 .06.10 oo ° o0����0 with manufacturers specs Prior to construction Bottom Trak 15:06:34 -04i00i Scale 1/2" 1'-0" At Masonry Wall NTSI 0� ���0000Doo� F O t• 4A T I O/S L AF4� 12" x 12" concrete column block filled I with concrete and (2) #1 bars Vert. tied O 35'-O" into lintels above FOUNED /4TION F L /4 I Y 15,_311 � 8 _10,2„ 8' 12 SCALE: 1/4" = l'—O" F4 lo'-oN STRUCTURAL M O T E S : oo =_ �- - -Ai-i-i-L-. 00 ° ° — ___� _ - - - - - - - N _ 1. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE 11. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FI i F4 — F4 L ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONSTRUCTION 1 12• CONTRACTOR TO PROVIDE SOLID FILLED CELL AND #5 BAR VERT. AT I FI I Filled cell under 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 1 24" I r girder above I OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF 48" O.C. MAX. PROVIDE (I) FILLED CELL ON EACH SIDE OF OPENINGS ° CONSTRUCTION UP TO 5'-II" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS I FI I Rear Porch Slab to O - 1 6'-0" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION 1� r J be poured separately 1 1 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. from House Slab. O_ O W F4 p 1 BEARING CAPACITY. IF ANY SUB-SOIL, MUCK OR NON-UNIFORM 1 CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 13. DESIGN LOADS ARE AS FOLLOWS: 1 N PROPER ENGINEERING DATA FOR DESIGN. SEE PERMIT INFO BOX ON SHEET 1. Thicken footing to = 1 24"w x 14"d x 24"L 1 1 `�•• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 14. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16 >� �, 1 under filled cell 1 O / XL V ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 90 under girder bearing. 00 00 O O 00 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30� STEEL. 00 D� 1 — —� — — — — — — — O 15 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR ~ � 1 F1 Rear Patio/Slab to FI 1 5. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 2-4 HOURS. NO be flush with bottom of •• SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. 1 sliding door recess. 1 FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, w SLAB ON GRADE TO BE A MINIMUM 4" THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 1 Slope I I O o WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR I �, BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: I F- (MINIMUM 95/ DENSITY). LAP POLYETHYLENE 12 MINIMUM. FIBERMESH FOOTING: 3 MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2" = I FI LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 1-1. o 1 ; LAP ALL REINFORCING STEEL A MINIMUM OF �f8 BAR DIAMETERS. BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OFEl CLEAN GRANULAR SAND CONTAINING LESS THAN 10% N MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI I p (L/ PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE 1 u STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND 19. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM = I 1 a M COMPACT EACHVALU LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: I Q U 2" x 4" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI o 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 9-15 PSI 4" concrete slab with frbermesh OR O DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE H.B. I 6 x6 410/10 WWM on 6 mil Visqueen over m� ATTENTION OF THE ARCHITECT. PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. O 1 clean compacted termite treated fill I Uv ou a3 � q. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 21. CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH Oi FOUNDATION PLAN). PROVIDE 1-1/2, RECESS FOR OVERHEAD DOOR TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD -� � DRYER ASHER 10• CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS Termite Protection for New �o FI 1 FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... COnStrUCtiOn dS per F.B.C. R318.1 1 O U5 bar Vert. w/ CONTRACTOR TO REFERENCE F.B.C-R 1 F_ 30" overlap Fill cell with concrete and FOR FURTHER REQUIREMENTS _ c (1) 45 bar Vert. (typical). Max. spacing shall not exceed at each filled 48" unless otherwise noted _ U_ Wood see foundation plan notes for Thicken edge to 8"x8" 1 0 1 O Base spacing at openings with concrete and 4" concrete slab with frbermesh OR one U5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over 1 F- 4 concrete slab with frbermesh OR 6"x6" 410/10 WWM on 6 mil Yisqueen over clean compacted termite treated fill 1 1 iO ll� clean compacted termite treated fill GRADE - FI 1 - Z Grade O O O Z � 1 1 Q v 0 _ U 111 IIII 10 O — 14"w x 18"d Concrete footingDlU I O iJ- _� I ' with (2) 45 bars cost. and U5 � � PORCH SLAB EDGE DETAIL -- I ED transverse bars at 48 o.c. O' 1 1 - 3" 3„ SCALE I/2" = 1'-0" °� � 14" 45 bar Vert. w/ 1 1 Z TYPICAL FOOTING DETAIL 30" overlap 1 FI 4" concrete slab with f ibermesh OR I Z , 1 at each filled cell 6"x6" 410/10 WWM on 6 mil Yisqueen over 1 SCALE 1/2" = 1'-0" 1 clean compacted termite treated fill L LU 4" concrete slab with frbermesh OR 45 bar cont. in curb Fill cell with grout and ° 1 MICROWAVE 1 6"x6" 410/10 WWM on 10 mil Vis ueen over (I) 5 bar Vert, (typical). = NON-VENT clean compacted termite treated fillMax, spacing shall not exceed 1 3s• CLEAR i O H.B. p Curb height Wood 48 unless otherwise noted OPENING XL F N #5 bar cont. Yerlf based on see foundation plan notes for 1 y Base - - - u - - - foundatlon plan spacing at openings N W E c�1 ff ounStedat on plan 4" concrete slab with frbermesh OR 1 u 6 x6 10/10 WWM on 6 mil Yrsqueen over Z ui fill clean compacted termite treatedi 4„� W aD M + O cv Grade detail on thi heet N N O •. 1 1 1 Steel Ballard � � � See s s 1r71 I + - �\# W, 1 1 ao 00 < 3„ 3" (2) 45 bars cont. bottom steel - _ I ° 1 � � p I 1 1 1 � � ap ap � � 10" — l I 4I I I I _ I Z N N Q # _ 14% x 18"d Concrete footing 1 _ _ 1 1 ill U - with (2) US bars cont. and US � A/C 1 1 1 W � O r r� Cr DETAIL AT GARAGE STEPDOUJN I 'r transverse bars at 48" o.c. E #1 O 1 I I W I U El m SCALE I/2 - I O 4 OHi \F 12" block 121econcrete w crete column ete - Me 1 a F6 F1 1 1 N F8 1 ~ UJ Qi X and l2> tt� bars Vert. tied GARAGE CURB DETAIL Contractor to provide on either side of L — m r — — — — — I ` LL ,_, !L into lintels above (`n roper foundation chairs d) — — — — — — — 0 cn p Dose led veil I%2" nip SCALE I/2" = I'-O" for proper steel Installation service location r — — — — — — — _ 00 D `n O 1 1 r RX o 1 0 O I I tr fa fa Top of footer 1 = .� 1 W F 51 = I IF cn 16" below finished floor N • I4 Step I I of O W I Io ITT t 30 min. - 0 o I O o 13'-0" I F- 30"x30"xl6" concrete o 1 3'-0 _ {� column f ooting withU('l) 1 L 45 bars each wag14W 1 6 �„ I 1 2" x 6" PT wood secured with C Or n e r Steel L• d p 1 1 1 30" 1/2"dia. x 6" expansion anchors 1 F8 with 2" sq. washer at 18" o.c. overhead door track secured to wood n t S O L — — — — — F8 — — — — F4 b L — — — — — — — — — — J 0 T *I 3 COLUMN FOOTING DETAIL jamb per manufacturer's product approval — — S H E E I I�l O: 00 O 1.5 Recess for O 00 a 00 O 1.5 Recess for D 00 SCALE 1/2" = 1'-0" Garage Door Jamb Detail Garage oor in Garage Door GARAGE DOOR TO WITHSTAND PRESSURES STATED 3 IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT T 2'-8" �'-O" 6'-4" 2'-8" �'-O" 2'-8" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 3�'-0" OF 5. Filled Cell Masonrg Column With One >11 ,JOB NUMBER: #5 From Footing To Beam Each. Filled Cell Masonrg Column With One Grout fill To Be 3000 PSI #5 From Footing To Tie Beam +J +J FOOTING SCHEDULE See Floor Plan For Location Grout fill To Be 3000 PSI Mark sip Description See Floor Plan For Location o��0000�00000 FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS •t:;• :;'^' ,• ::•. • �0 ��Q°°° ° ���o F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS ;%; ' t :•<; 'r EO .?;:�` �` oo� ����R.�� o, o F 30" x 30" x 16"p COLUMN FOOTING WITH (4) 45 BARS EACH WAY Digitally signed by o. 0 . o 0 0 Daniel R. Braden o, o AR977770 as 0 8"W x 8"D THICKEN SLAB EDGE WITH I U5 BAR CONTINUOUS S 1 n g l e Filled Cell Column oe�°° �0 14"w x 1E"D Double Filled Cell Columnp�o�°° .� Date: 2021 .06.10 F5 MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB 0'-0" NITS 15:07:32 -04'00' With Curb at Garage ��OODD� 45 cont. beam steel to run „ Simpson HETA 20 Strap truss to wall using Simpson MGT with Provide 45 bars with 12" min. lap throw h lintel and tie to Trusses at 24 o.c. hurricane anchor at each truss 5/8 dia. threaded rod with min 12 embedment into beam and 48 bar dia. into g see shop drawings into beam either wet set or in epoxy with down rods in jamb cells. H I P R O O F SHEETING y " supporting vert, filled cell, b others � 2�f o.c.) Su Ortln MaxMaX. (22) IOd nails into truss. Add blocking to - ----------- -------- ------------- ------ - --- --- ---- ATTACHMENT E) E TA IL I810 Ibs, upllf t HETA 20 truss leg per detail on this sheet R-30 Batts = cv --------------- -- ----- ------ ------ ------ ------ ----- -- =----- I. Minimum Nail Size = 8d angular ring shank (min. 2" long) 2. Minimum Screw size = ##8 x 2„ ; = 3. Minimum Sheathing Thickness 19/32" COX PI wood R-19 Batts L6 BI LIOOB L90B Provide Cast-Crete 1' I 1 i 4. Use nails or screws based on pressure for roof stated R-19 batts 1 in permit info box on these pans for zone 3 BI 8U16-IB/IT precast ; lintel set in mortar 1 LU Min. 8" Bearing I L :, I ® 4 FT 3Q BI C O Fill lintel solid with I TYPICAL ,r;,l o rout. Provide PT Buck g i Grout Filled Cell GABLE I Frame ceihn transition J attached per jamb �C TYPICAL g details into filled cell _ kk 2 HIP as needed using metal studs N L90B '.. field verify exact configuration 4 FT and sizes i 4" Pre-cast I< 4 FT ® Drywall ceiling Sill r� a see typical section 11 : r-. - 4 F Ceiling transition Insulation Detail Q nts 0 BI ° 1• i Provide #5 bars with 12" min. lap 3 into footing and 48 bar dia. into ® 4 FT 4 FT < 1 I 1 vert. filled cell. I F- Ke Zone Ede Field Fastener Pressure BI L(e I W •• 8d ring shank 45 psf 1 1 I 12° BI o 2E, 2R �{" 6" 8d ringshank % psf 2N/3E/3R �{" �{" 8d ring shank 84 psf " Concrete Footin /11// 77 N See foundation pan for N for exact sizes L X p[ DEVIL AT WINDOW OPE >� ING I >� L Scale: 1/2" = 1'-0" Q 12 N °' L CBS WALL SINGLE PLY REAR GIRDER TRUSS SLOP < U u ON � m �� a �CUQ BI Nail 2" x 4" blocking to vert. leg of <4--) o `= Q truss with IOd x 1.5 nails at 4" o.c. � is a o- o o w p- n- v o 00 Install Simpson MGT into wall using N E N 5/8" dia. threaded rod set min. 12' into wet beam and (22) IOd nails into truss 0 (a o o B I Verify with Plan E� - Op Concrete 12„x 12„ cn u Lintel Column Block N L L22 BI VA TED ARE 41 TRUSS BLOCKING DETAIL o Rebar AT GIRDER STRAPPING ZU " U � � U- id. V, Rebar i Bar Dap � AT CENTER BEARING POINT Min. Overlap Al B — E C o I u m n to L Intel /4 ttachment BI NTS Q Z � � a� ,� Q U O - Q� U 01 w 12 vilti- Z BEAM SCHEDULE � SLOPEm z U Mark Size and Descrl tion L31 BI LLI N LU z � Two rows of beam block felled with concrete and I 45 bar I Z , BI continuous In each row. Hook vert. bar over top bar with 5 90° bend bar with a 10" min. lap at top bar. LU Metal roofing and underlayment intstalled per Pro uc pprovalZ1ZZ 12" (f� as shown on sheet I over CDX decking - seer s eeting attachment diaoram _on__roof plan. Additional Precast Lintel = „ „ „ „ 45 bars Lintel Bar Clear A Aluminum Drip Brace Gable end �y •• • • - BarsEdge l Fascia Length Length Span 1/8" thick light textured stucco installed per with 2" x 4" SYP u2 CLEAR ASTM C 926 over ASTM D t e 2 paper backed 8ft back nailed to bottom lU EO o 9P P P •' 2'-10" 2'-8" I'-6" 2,4a none wire lath nailed to substrate through one layer of of top chords using (2) IOd = u o ASTM D Tye 2 felt paper using 8d nails. Substrate nails at each truss IL----'i �`----'i ----'i to be 19/32" COX Plywood nailed at 6" o.c. in field Flash and Counter cv �. Z Z 3'-6" 3'-4" 2'-2" 2,U3 none and edges with IOd ring shank nails into studs. flash Z LU OD M u o 8F8-OBAT BPS-IB/IT 8F8-I5/2T < �. Ln OD Q� o _ Nail ledger to gable end truss L31 BI — — , J < W°D Additional 4'-O" 3'-10" 2'-8" 2,�3 none g Q U u5 bars with (2) IOd ils I I CLEA ;'; 4'-6" 4'-4" 3'-2" 2,U3 none ne Row ofAH- - at each web 22" x 54" rr � .. �... 11 � 01 Block Abov 5'-4" 5'-2" 4'-O" 2, 3 none Metal roofing and underlayment intstalled per Product Approval / \_\ 1 Attic Access 1 BI NN # as shown on sheet I over COX decking - see roof sheeting with light Z Q� • attachment diagram on roof plan. U.1 o .... 2,u4 none L - r Precast Lintel I' j', .•.',y''I i i / i i U >r r Additional 6'-6„ 6'-4" 5'-4" 2, 4 none Simpson HETA 20 or equal 12 I I / I I U rr Cr �____� u5 bars ,�____,, hurricane anchor at each truss PRE-ENGINEE1�fD WOOD TRUSSES Q I 1 I I j�� CA �'-6" 1'-01, 6'-2" 2,U5 none with (10) 10d x 1 1/2 nails `� is " ( 24" o.c.) supporting Max. 24 o.c. TYPICAL C14 _ NOTES; 8FIL-IB/IT BFIL-IB/2T �'-10" �'-O" 2,1*5 none 1810lbs. uplift ( shop drawings by manufacturer ) I O / I I I I UJ o� I LL L31 I I 12 ` ~LL I. min. coverage of steel=l.5" Truss mfg to provide level I I I I U 2. min. bearing required ° ea. end=8" ALL reinforcing Steel is grade 60. „ 11 return to be 1 short of wall W I I N r 3. standard for reinf. steel=ASTM A615 8'-0" M SLOPE 4 TYPICAL LINTEL SECTION 01 Aluminum Drip Edge >E Fascia /�✓ R-30 blown fiberglass I I I I � ( PRECAST CONCRETE ) 5/8" thick stucco on 3/8" hi—rib lath in bottom chord of trusses DD SPACE I / 2" x 4" Sub-Fascia 12" attached to horizontal and vertical wood framing with nails or staples to provide I/2" drywall with smooth finish I / Kaycan full o vent vinyl soffit installed no less than I-3/4" penetration into per product approval form on sheet I. horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete into vertical wood framing members and (1) #r:5 bar cost. in each row. Substitute LINTEL SCHEDULE „ precast lintel filled with concrete and (I) #t5 L22 BI BI BI L22 I x �{ nailer attached to bar Cont. for bottom row over openings W Window Rows of Max. Max Max. level return with (2) 8d W d "H" Block Csravitg Uplift Lateral ring shank nails with min. 1.5" 1/2" drywall over I" x furringg �y (L - penetration into soffit framing 5/8 thick light textured strips at 16 o.c. with R4.1 fi-foil — o O L Mark Unit Lintel Above Bottom Top Load Load Load P Width Size Specification " " Stssl size Steel Size IPLF) IPLF) (PLF> stucco on typical concrete insulation on t ical 8" Block walls d) - 12" x 12" concrete column block construction yP BI N HE A O BI r L22 2'-2' V-0 BFIL-IBAT ONE 1 #t5 1 u5 MIS 3541 2854 block filled with concrete = All drywall to be installed per FBC R�02.3.1 BI and (2) 41 bars vert. tied VarleS - See plan and shall meet all pertaining ASTM codes. '�fi BI BI L31 2'-L• 4'-0" BFI6-115AT ONE 1 #t5 1 85 2931 3019 2128 into lintels above cc Mortar to be Type "M" one proportioned per FBC R601.1 LLo L90 2 8 #i 5 bar vert, w/ L90 w g p and Mortar joints s all coin -I wit FBC R60�.2.1. 3-1 h s h SHE NO. thicken edge to 8"x8" 30" overlap p P Provide Dur-O-Rock at all wet areas (ex. sowers tubs etc...) L45 4-5 5-10 BFIL-IBAT ONE I u5 1 85 43LO 2093 94L with concrete and at each filled cell cy L50 5'-0' L'-L' 8FIL-IBAT ONE 1 u5 1 85 3480 1880 1204 one #5 bar continuous — BEYOND Fill cell with Grout and Provide downspout LLO V-8" T-V 8FIL-IBAT ONE 1 u5 I 85 2LLI IL34 891 (I) ##5 bar vert. (typical). Rear Patio/Slab to Max, spacing shall not exceed HETA 20 Simpson HETA 20 HETA 2O L80 8'-O• T-4" 8FIL-IBAT ONE 1 u5 1 85 1843 1133 139 be flush with bottom of hurricane anchor at each truss 48 unless otherwise noted Provide for utter sliding door recess. Wood ( 24" o.c.) supporting Max. g F 5. L90 9'-O" 10'-L' 8FIL-IB/IT ONE I u5 I u5 1533 914 519 see foundation plan notes for PP 9 L905 9'-O" 10'-L' 8FIL-IB/IT ONE I u5 I #t5 1533 914 519 Top of Tooter Base spacing at openings ROOF FLAN 1810 Ibs, uplift Provide downspout 16" below finished floor JOB NUMBER: LI00 10'-0" ll'-4' 8FIL-IB/IT ONE 1 u5 1 u5 13LL 198 L04 Step per foundation plan 4" concrete slab with fibermesh OR LIOOB 10'-O" II'-4' 8FIL-IB/IT ONE I u5 I u5 13LL 198 L04 > 6"x6" 410/10 WWM on 6 mil Visqueen over — OVERHANGS AT 1'—O" UNLESS OTHERWISE NOTED ON THIS SHEET 1 � — 1 � G/ Slope per foundation plan clean compacted termite treated fill - ROOF PITCH A T 4:12 UNLESS OTHERWISE NOTED O N THIS SHEET LI20 12'-O' 13'-4' 8FIL-IB/IT ONE I u5 I 85 1015 LOL 433 — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER LI20B 12'-O' 13'-4' 8FIL-IB/IT ONE I u5 I 85 1015 LOL 433 :; �ODOOo u4o 14'-0' 15'-4' 8FIL-IB/IT ONE I u5 I u5 1250 485 341 _ - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE oo�°or �Qo�oo� 0 0�� °o°0000°Oo LILO IL'-O" IT-4- BPS-IB/IT ONE I u5 I u5 950 404 251 1 ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. Do oo°°°° o00 0 LILOB IL'-O" Il'-4' 8FIL-If. ONE 1 u5 1 u5 950 404 251 = _ IIII — ALL TRUSS T O TRUSS CONNECTIONS B Y oo� ��� R. o D IIII- TRUSS MANUFACTURER ��°� 0��°0 ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS `:. ; . •:.P - Digitally signed by o o o 0 0 LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE _ a,.::. . a . . IIII— 1 " ' " " " " " '14, ' "_ F1 — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR o° o 0 - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING Daniel R. Braden woe AR9770 �� 0 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. —IIII o��°° REQUIREMENTS F3 T4Plcdl Sect [ or d t Front Forch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Date: 2021 .06.10 � . o - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED, i i Scale I/2" = I'-O" PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO 15:07:52 -0400 X. 0 0 TRUSS CONSTRUCTION 00000a Opt. PATIO/SLAB PANEL "A" Opt. PATIO/SLAB oe Load Wire Description circ# circa Description Wire Load BR Poles 1 20 1.2 kw u12 Refrigerator I Range #L 12.0 kw 50 2 I 20 1.2 kw u12 Clothes Washer 3 1 20 1.5 kw u12 Kitchen S.A.C. 5 L Dr er #10 5.0 kw 30 2 1 20 1.5 kw u12 Kitchen S.A.C. l a 1 20 u12 Bathroom Recepts 9 10 1 Air Cond sor #10 5.0 kw 30 2 1 20 1.2 kw u12 Dishwasher 11 12 1 20 1.2 kw 912 Microwave 13 14 #10 5.0 kw 30 2 1 I CFM Air Handler IOXIOX6 1 15 u14 General Lighting 15 IL PORCH � MASTER I 15 u14 General Lighting Il 1g WH tt10 5.0 kw 25 2 � O I IS #14 General Lighting 19 20 BEDROOM \ \ RCH I 15 u14 General Lighting 21 22 GDo #12 0.81 KW 20 1 h I 15 u14 General Lighting 23 24 1 SpareI % MASTER WF GFCI I Spare 25 2L Spare Spare 21 28 Spare BEDROOM F / Spare 29 30 Spare � \ I � PANEL "A" LOAD CALCULATION SHEET 12xI2xI0 I Ty Load Description Qt . Watts Total(Watts) 124 CFM B/A I \ 1 IOXIOx1 - - - - 1 General Lighting (3 watts sq. ft.) 1135 3 5.205 -__y��I 1 .. Small Appliance Circuit(s) 2 1,500 3,000 � J 141 CFM 141 CFM i CJ 1 Range 1 12,000 12,000 ��� IOxIOx1 I IOxIOx1 O Refrigerator 1 1,200 1,200 IT I S 1 Microwave 1 1,500 1,500 F 1� 1 0 � 1 Dish Washer 1 1,200 1,200 I`�I 12xdXTd 1 1 Clothes Washer 1 1,200 1,200 B/A 1 N TGFCI C� 1 Clothes Dryer 1 5,000 5,000 cv 1 - - - - 3 I I a v Water Heater 1 4,500 4 8x4x4,500 9 CFM 1 ° R N Garage Door Opener I 810 810 I 1 � � I Q r a I 1 v L fa u Total watts 35,L15 REAT1 ROOMLOSET 1 1 � � 1 REAT 1 ROOM First 10000 Watts 19100% 1 10,000 10,000 - - - - - I A Remainder 25AIS e40% 1 0 10,24L TG FCI I N C L. O S E 11 1 Electric Heat or A/C 10,000 965% 1 10,000 10,000 1 - - - - - J 1 Calculated Load Watts 30,24L Vent thru 8x4x4 0 ® / Voltage 240 Soffiti-- -- 50 CFM N DRYER ASHER / Calculated Wattage Divided bg Voltage = Total Amps 126.02 1 o / 1 Panel Size Required = 150 Amps I \ / / 1 L,4UNDRY � DRYER ASHER / I L8x4x4 1 141 CFM / L,4UNDRY // I Electrical sgmbol Le end ° 12" 1 I0xiox1 . . - I DINING .S Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed I 1 [DINING ° i � 1 P Push Button Switch Exhaust Fan IL CFM c1 Du Duplex Outlet 8x4x4 "-' 1 1ROOM p � Ceiling Mounted Light I� 5S 1 1 \ T 1 LM 1 \ Special Receptacle Wall Mounted Light Waterproof ground fault circuit Light with Pull Chain (attic) 12x12X8 Z interrupter B/A -S I Z ® Floor Duplex Outlet © Computer Connection Jack c v 1 ^ U O l--1 n/ / ` 0 Carbon Monoxide Detector � Flood Light M -CDC -- � Fcl g - - _ _ - - - // TQ Thermostat m ° I DW Electrical Panel S c 111CFM 1 1 SECOND O ® Central Vac 8 Electrical Meter 12x6x1 ® Smoke Detector Ceiling fan SECOND 1 n 1 I BEDROOM/ � GFCI ` El!A& I � 1 124 CFM / 1 ® Television Jack 1 , _ � 1 LU � IOxlOx1 � 1 1 /1 Telephone Jack A/C Disconnect BEDROOM 14" K I T C H1E �l 1 �- 1 1 C.M. Detector 1 �1 Z -1 AC DIS,® I x 4 Florescent Light ® 2 x 4 Florescent Light I 1 MICROWAVE 1 / 1 R314 3 r FBC T E I GFCI Z T I L1 20X20 NON-VENT / � � � Tom■ -Speaker Hook-U r REF. I i I ® P I I�(qq�t� T 38' CLEAR O / 3 TON �Ceili�r\ OPENING L - - - - J 1 I � F- W. ` ) / 1 1 ®tUCRaWU VE / CSFCI FB = JUNCTION BOX TO SUPPORT A FAN o NON Y�� SEE MANUAL � � REF. O = THERMOSTAT LOCATION "J" and Energg 12xl2x8 9 ' - - - 1 / SS* CLEAR O Calculation B/A ,~ IL"I T / ENING - - J N I W.H. _ � E (<1 B/A = BALANCED AIR for unit into I - - GFCI o GFCI THIRD I 4 0 Steel Ballard m in 1L O 0 I See detail on this sheet / FCI ! u Q I W.H. .. Z di O FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW BEDROOM \# LU I _ _ _ _ _ Install owlet THIRD S © 4"(P Steel Ballard Z LU Lo `D u 100 CFM \3 > I under disc. \ Ln OD r 22" x 54" See detail on this sheet �' 1 2 I I claret hown for BEDROOM _8 d oD OD A/C disc. A/C disc. 10xLxL I Attic Access - - _ Q I ■ith tight I y i J LU _ _ I I 42/0 AL SER Cable ® 1 _ - - - - - J 4 \ > 22" x 54" , �- H T r (3) I THHN Copper With #I Grnd LR A] WF GFCI / I = S- -Attic Access I I Z N N � # 2" PVC Schedule ,4/C 8X4x•�- rn I ,thught J Z o� 4o conduit 2" PVC Schedule QI L ISO FAMP 1 CFM / 1 - � U N N L Cr 40 conduit sleeve N MCB Into attic MCB 1 Grt ,4 � ,4GrtE lc / ® } U v Cr tr PANEL AHU PANEL Al-IU / lU c<1 200a rated 200a rated / 1 II.- meter can O meter can OVAAAAAAAAAAAW / 4OPTIONAL PANEL X J METER METER - = 1 / � LOCATION � ' ` � � � � Inters stem bondingInters stem bonding / 11L\_ \ ` U ~ -D Termination point Termination point U FCI 2" PVC ( FPL 2" PVC ( FPL�� 15Panel P 4 / GFCI GARAGE schedule 80 schedule 80 / GAOL CART, --- 150 Ampto 2" rigid service FPL 2" rigid service FPL I I I I Panel I � � � � � E I I I GFcI � � � \ GFcI Bare ub co er wire Bare 44 co er wire I I I I r------ - � � l / r------- -- l GEC GEC P 11 I I to l2> 8'-� Galvanzied to (2) 8'-f� Galvanzied I I I I I Garage r / I Garage I A� ground rods ground rods I I I I I Door I \� / I Door I I I I I I co Opener I I Opener I ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER Grt OL CA R T I - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS I I I I I RA G E I / I I (Aire For L - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. I I / I I Front Post manufacturers recommendations Which manufacturers recommendations which - Light - - - - - ED shall be verified prior to construction shall be verified prior to construction GFcI I I GFCI to garage lights LI I I g Verify AIC/KIC Rating prior to ordering equipment I - Verify AIC/KIC Rating prior to ordering equipment I I f I I SHEET c *II�l O; -� - - - - SH I ELECTRIC NOTES: 15. Contractor shall guarantee all materials and workmanship20. All equipment and anel sizes shall be verified before \ - - - / 1. Use copper wire only from panel to devices f P , I T LAYOUT 1 2. Provide and wire all required smoke ( Carbon free of defects or a period of not less than two years from ordering. The contractor shall provide circuit routings to u I N ` � - - - - - Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. ELECTRICAL F L A O F 5 3. Contractor to verify location of electrical year from closing sale of house. SCALE: I/4" = I'-O" Post Light with O service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans ' 1 JOB NUMBER: 4. ALL bath and kitchen receptacles to be GFCI protected, charge and shall include replacements or repair of any or as selected by others. SCALE: 1/4" = I -0" Photo cell 5. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. Center Post Light 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 between driveways - 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 ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comply w/ FBC RM1602 the requirements necessary for the equipment to be placed in D��OODOO000 9. A/C RefrigPerant lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT sleeved in VC conduit. 10. ALL A/C Equipment shall coin I with ever calculation I1. All work shall be done In accordance with the N.E.C. and P y g9 shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per 0 moo° p o 11. All work shall be performed bg a licensed electrical meet all standard requirements of the local electric utility FBC RM1502 0° ° gpetG3.[ ° O contractor, the completed system shall be full operative. and telephone company. Attic V e n t i n Calculations Digitally S signed b �° �� �� °0 . 12. Contractor shall pay for all fees, permits, testing and 9 Y o ° o ins ections including blower testing where required 18. The electricals stem shall be coin letel and effective) - F C 2 3 o °° p s P s y _ Daniel R. Braden o �° ����a® o 13. All work shall be coordinated with other trades to avoid Total Attic t I C S a C e 2101 S f t. O. •0 grounded as required by the latest edition of the N.E.C. interference with the progress of construction. - I Date: 2021 .06.10 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' Venting Ratio 1/15 0 - 18.0 O s f t. required q- against the public liability and roperty damae for the labels where applicable. 15:08:18 -04i00i oo• o o �� �� Provide A Continuous Vented Soffit duration of the work. 0 0