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HomeMy WebLinkAboutPlans - Windsor - Right Rear - 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 tachment diagram on roof plan. 12 SLOPE 4 to 0 5/8" thick light textured stucco on typical concrete oz 12 v block construction SLOPE 4 8'-1" BEARING > AL v Q, 2" 12" (V !C H. EGRESS H. O cU COVERED `' v PORCH E O 12" O.H. 2 IL U 3 to COVERED N N PORCH 0'-0" = Finished Floor 5/8" thick light textured °D stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 5/8 thick x 8 w cut Finish Columns with a 0REAR ELEVATION ) v . coral finished stucco bands 5/8 thick cut coral SCALE: 1/4" = 1'-0" r to I v finished stucco bands a U Q Q RIGHT ELEVATION Truss mfg to It' level return to be I" short of wall SCALE: 1/4" = 1'-0" Aluminum Drip Edge t Fascia 2" x 4" Sub-Fascia Metal roofing and underla ment intstalled per Product Approval 12 1" x 4" nailer attached to as shown on sheet I over COX decking 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 scat peank netration nails int with soffit . 1.5" ng 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 paper baked wire lath nailedck cut coral stucco sub t ate through U 4 SLOPE one layer of 15 lb felt using Sd Halls. Substrate to be I9/32" COX Plywood nailed at 6" o.c. O Z in field and edges with IOd ring shank galvanized T nails into truss webbing. Z A _L 8'-1" SEA ING 12 4 SLOPE 2 GRESS GRESS � O O.H. PER 8'-1" BEARING U 3 LU 12" 12" 1IL H. Z Z Lis 0'-0" = Finished Floor ❑❑ El — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — o 5/8" thick light textured stucco on typical concrete to block construction ® � ® � o'-o" = Finished Floor 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 FRONT ELEVATION < "(N — J < ao 00 < FL < SCALE: 1/4" = 1'-0" < Z NN # O N NN Cr PERMITTING INFORMATION (FORM 100) � � U 1-1- Cr - N R V O rr Cr Florida Building Code Residential: 1TH Edition and ASCE l-14 for Wind Loading 2R 1. 3E 2N 0 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 � °' ( °' 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 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 23q.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. umng 3/8' x L' Hilt, HLC Sleeve anchors at 8' o.c. 1,00 = O.6 GABLE ROOF FROM A FLU 15311.1 18'-2" max. width th 1.2v dia. Washers mth min. 4' edge distance. Install track to back Exp Height Ad j Factor: x Load Combo Factor O.6 applied below 2d2 TO 8:12 PITCH DAB rig fU 5/IL' x 1 5/8' full thread lag screws m each bracket maintaining +50.0/-60.0 PSF Garage Door 14'-0" max height min. or 1.5' edge distance - GC to stnct" adhere to product approval Door Com an rovida ,/IL' u nut ma er an roller art. GABLE ROOF Components t Cladding Wind Pressure: Q) I/4" dia. tapcon with min 1.25" embedment at 4" max Zone: I 2E + psf Smooth from corners and 14.5" o.c. max. thereafter in iambs. 15.0/-39.0 B FL4 15213.1 Fiberglass Fiberglass Plast-Pro +65.0/-10.0 Zone: K 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/-6q.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: I +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 Mi 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 FLU 3SS18.2 p Gulf Coast Supply HWI� wood screws with self sealing washer at 12" o.c. max spacing-per System 1/2E/2R: clean compacted termite treated fill Shear Walls Considered for Structure? Yes OF �, Metal Roofing no. 5V-Tgpe I for max ressure -94.25 psf. Install per sgstem V type 2 and manufacturing for max. pressure of -ISI.0 psf. Fasteners shall be installed through underlay- - g4.25 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.T. bottom plate es = Roof Zone I plan. Plgwood to be 19/32 26!x. -131.0 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 Sall Have the Followin =DuPont Protec 160 g h h h Roof Zone 2E/2R 6" overlaps. Install using I" dia. metal or plastic cap nails at 12" o.c. along � B 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 26" I.A.W. product approval installation instructs s. Interior I�l on— B e a r l n g 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 DO�� FLOOR LIVE LOAD: J� sf FLOOR DEAD LOAD: 1O sf Attic with storage. 20 sf Root Zone 2N �� o ° Siding Stucco on Block nts O� �Q°° D� o 0• �o° o 12" Tri le 4 Installusing x battens attached to wallusing / 6" dia. 0 ��%EtR.8G o Soffit FLU 16503.1 pp with I" m1n. embedment into wall. Attach Soffit channel to wall usingo Ll Full-O-Vent Single Kaycan LTD 0.09I" dia. x 1.5" T-nails at 12" o.c. per detail C in P.A. Install X ± 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:I at hem and in valleg per ,4 L L CONTRACTOR WARRANTIES BEGIN l.0 H E THE C L O S I>� oe AR 977770 o. ° .o RETURN ALL STUCCO BANDS TO WINDOW OCCURS BETWEEN THE BUYER AND WY>\ NE BUILDING CORP, Daniel R. Braden Date: 2021 .08.19 I have reviewed the above and approved It bg mg seal below. ( Architect or Engineer of Record ) OR DOOR. A l�D WILL CONTINUE FOR O>�E YEARFROM THAT DATE 15:00:24 -04'00' °O0000Daa� FLOOR PL /4N Opt. 38,_pPATIO/SLAB „ TYPICAL NOTES: SCALE 1/4" CR4 POT DET74L 15'-3° r2 N.T.S. �'-�%2„ I. Contractor to verify ALL notes and dimensions prior to w.H. = Water Heater 36" high bg 4" diameter 2 proceeding With work. steel crash post. Floor 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with - 3/8" 00 00 00 ° O ° 0 o N expansion bolts into A0 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t SO ksi steel plat EGRESS) 12" x 12" Concrete column a minimum 1,400 P.S.I. fiber stress. — — — — — — — — — — - block filled with concrete and 4. No dissimilar metals to touch. 6 13'-II" _ p (2) tip bars Vert, tied Into lintels above S. ALL Concrete used for slabs shall be min. 2, 2%2" 2%2" ° Filled cell under a 500 PSI concrete. _ o ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o %2' %2 I 0 - girder above PORCH - o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. rout mix m 12" O I WIRE LATH a sTucco o g O CEILING ? 6. Drywall at ceilings shall be leveled and attached to bottom chord �3i8„ 2%2" 3" I 19'-9" � of trusses with screws per FBC R-102.3.5. 02%2„ \ I O 3' q" 16'-0° 1. ALL wood in contact with concrete shall be pressure treated. o o Veri = � fy attachment MASTER I 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. hole location with GC 0 I 0 C n>, 9. ALL plumbing fixtures to be low flow. prior to fabrication - BEDROOM ❑ U P g 3/8" thick Steel bracket 6 _ uU m I ❑❑ ❑ ❑ 0 0 10. Contractor to Provide Drain at water heater in accordance 8'-0" A.F.F. 1001 ° v with the current edition of the Florida Plumbing Code. I M AOL Flat ceiling I I ❑ o 11. Contractor to Provide a 2'-8" wide door at one bathroom for all I U handicap accessibility requirements. 2%2„ 2%2" 00 to 12. Lowest finished floor to be set by Governing Building Department %2'" 6-- %2'" COUNTER TOP BRACKET DETAIL ❑ 0 1 surveyor to set in field. N I w 13. Separation between residence and garage shall be per FBC R302., Vanity to be I O 03 co 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door 34 /2"high 1 pC 15. Wall and Ceiling shall have a flame-spread classification of not greater than 200 pper FBC R302.9.1 0 _ 8'-o" to 9'-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 ashelf — Vaulted ceiling c �, Recess to late 6"w x 3/8"d Counter top - verify type ° Ln 3 _ 11, All exposed attic insulation materials installed on attic floors shall have a critical radiant p p with contractor P for steel support angle ❑ ` N z1 flux not less than 0.12 watt per square centimeter. Exposed foam plastic Insulation see detail on this sheet _ p 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 0 1 �, G R EA T 1 ROOM °�' p` U Q 18. G psum board material shall conform to ASTM C3�, C19, C415, C514, C, 30, C931 J I C4> 0, C1002, CIO-{1,CII11, C11-18, C1218, C13`l5, or C13`l and shall be installed Steel Base cabinet ° L O S T 1 -0 I Q according to the following: (FBC R�02.3.5) nstall ` ufromteachpendtandgle (11 = Framingone in center of counter. 2" x 8" wood studs 1 I'-I" 1 00 - Drywall Location Orientation Max, spacing Nall sizing options for see angle detail at x " w H.B. 1-'I — — — — — J I 1 �'� Thickness Member of fasteners Installation of dr wall Into 0 � U - Spacing 9 Rod � Shelf � N � OD � Maximum wood framing members - I a� •r Nails screws 2" x min. thickness I/2" drywall 2" x 8" PT wood plate ❑ N v >t� Ceiling Perpendicular 24" i„ 12„ 13ga 1 3/8" long with 19/44" head O 37„ o 0.098" diameter x I I/4" Ion m\ — — — ❑ g 32" DRYER ASHER annular-ringed or 5d cooler nail %2" OR KITCHEN ISLAND FRAMING DETAIL � ❑ O � � �, Walls Esther 14" 8', 16" 0.080" dia. x 1 5/8" long with ua 5'" LAUNDRY 1 7 Direction 15/64" head - OR W Gypsum board nail 0.084" dia. 1 x 15/8" with 9/32" head. F- N 8'-O" to q'-8" A.F.F. O n� Ceiling Perpendicular 24" -1„ 12„ 13ga 15/8'OIROng with 19/64" head Vaulted Ceiling 1!L U_ al DINING 0.098" diameter x 1 3/8" long = ❑ 1 annular-ringed or 6d cooler nail Vanity to be U cn IS" 42" 34 %2„high I I Z O O M 9 /$ 141, " " " OR " �r overhang wall 15 ° 1/4" h dia. x I l/8 Ion with q _5 E 4 �, -3 I counter P �O„I counter top supports ❑ O O I I 3/8 thick steel Z r Z Walls Direction 16 g 16 I/4" head ` Gypsum board R all 0.0915" dia. 12 ` MASTER a Tie 1`` e4 e9 counter tops to Z ' (� x I l/8" with 19/64" head. I 12 ��BATH 3� I � O O 6 over ang wall 1.5 ^ v' LAV-i i I �` �� '�W„, KITCHEN ❑ `' _ PAN ° - ---� U I9. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.(,, A108.1, A118.1, A118.3, A136.1 and A13�.1 `A" ' 1 ��i LAUNDRY 2 AAV m CAB O 11I all I 2„ 2,_4„ — — 1— ---, c,4D m O O u.1 20. Cement, fiber-cement or glass mat gypsum backers in accordance with ASTM I I II 121, ® 34 3/4"h C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations Shall 1 I 2"1 I knee wall ° ° DW U be used as backer for the wall tile in tub areas and wall panels in shower areas. I w _ I I L y-i 2„ 2„ L v-i SECOND 0 21. Insulation including facings Such as retarders or vapor permeable members installed c3" SH R-i 2 BEDROOM I K I T dH E N - I ° Z within floor-ceilingassemblies, roof-ceilingassemblies, wall, crawl spaces and attics I = = O 2„ 2„ , I _ we-i r 8'-0" A.F.F. 8'-O" to �'-8" A.F.F._ Oi 1 Z shall have a flam spread index not to xceed 25 with an accom an In smoke T 3 2„ I vault d Ceiling P P y g sr-i Flat Ceiling 9 i - developed index not to exceed 450 when tested in accordance with ASTM E 84. 3" BATH u2 _� F I Upper cabinets to `� 1 � ll l insulation shall comply with F.B.C. R31�. 3" extend over Ref. I I D Install doors thru buck into O I =N 38REP. MICRO ON OY NT ❑ block usingtapcons as stated to se tic/ = 12'-8" ° Install windows thru buck into in product appproval form on sheet I. INSTALL VULKEM BLOCK SEALANT sewer s stem /� *� /� 4 OPENING I H.B. block using tapcons as stated Exterior face Buck to be 2 x 6" PT ON ALL JAMB, HEADER, AND y S1""II�liT1""t12Y RISER Exterior face in product approval form on sheet I. of wall SILL BLOCK PRIOR TO BUCK m o 1LL1 E C<1 INSTALLATION of wall _ — — — O crie [30 s m Z � V O Vanes ❑ O G R-ll Batts Insulation W H �. Z (�l N O Provide auto O Lill , See product approval for O THIRD E closer 4"(0 Steel Ballard ❑ N N u • 0) See detail on this sheet �' I"x4" P.T. Buck nailed to hinge screw into wall req. BEDROOM _ J < 06� U lock with case hardened nails prior to window attachment J \# W - - - , I I u Detall at Door _ 0 } 2 x 54 rr D e t a l I at Windows Metal roofingand underla ment intstalled per Product Approval � � I " " I � OD� � 9 P PP ❑ O 1 = h Attic Access I N N # NTS NTS as shown on sheet I over COX decking - see roof sheeting 4 I with light J Z attachment diagram on roof plan. = 8'-0" A.F.F. cn I L _ _ L - - - - - ❑ O ^^ Simpson HETA 20 or equal Flat Ceiling 8'-0" A.F.F. N hurricane (10) 10d x le 1/2 each truss `� g O r r Cr A/C Flat Ceiling rr� i n d ow Schedule ( 24" o.c.) supporting Max. PRE-ENGINEERED TRUSSES - U El 1810lbs. uplift 4 „ $Ki ❑ O I GARAGE � C<1 at 24 o.c. TYPICAL = - � Mark Size Rough O en. Window Descrl tion PRESSURE ZONE (shop drawings bg manufacturer) 12'-8 m 4 4 ® H — x Truss mfg to provide level O 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 Dri `-� m o 0 0 0 0 0 C. 0 ~ +� 2• L 2 a x 5 3 a 15 x L3 4 P 0 0 ❑ MT ❑ O garage toBlock be O fiQ >r 0 3. '-2" x 3'-2 I/2" 2�Y2"x 38 8, Edge & Fascia R-30 blown fiberglass o 0 o struck block N - Single Hung ZONE 4 ❑ 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" 54,Vx 54;V Single Hung ZONE 4 12 closer 6'-4„ d) ICaycan full o vent vinyl soffit installed 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 and (1) 45 bar cont, in each row. Substitute ° ---------- EGRESS ___ and mullions per elevations. precast lintel filled with concrete and (1) U5 ❑ I I I I ❑ O ALL windows to withstand pressures in permit info box on sheet I I" x 4" nailer attached to bar cont. for bottom row over openings 3• - ° ALL windows in bathrooms to be tempered level return with (2) 8d $ ❑ All rough opening dimensions to be verified b contractor ring shank nails with min. 1.5" 1/2" dr wall over I" x furring O 1 1 I I g P penetration into soffit framing strips a't 16" o.c, with R4.1 fi-foil - I I 0= p ❑ I I with manufacturer s secs prior to construction .. o — o 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 D OOt" Schedule stucco on typical concrete I and shall meet all pertaining ASTM codes. I I I I Mortar to be T e M On proportioned per FBC R60-1.1 GARAGE i block construction yP y P P I I I I and Mortar Joints shall comply with FBC 60-1.2.1. Mark Size Rough Opening_ Door Description PRESSURE ZONE Provide Dur-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 0 0 0 0 0 O 0 0 0 S n E E I I S O 30" overlapFill cell with grout and B 3'-0" X V-8" 41%4"x 83%', Fiberglass Panel - InswingZONE 4 at each filled cell (1) 45 bar Vert. (typical). C L'-O" X L'-8" �4" x 81 %2" rtr r. ot..t'O1 Sliding Glass Door ZONE 4 Max. spacing shall not exceed A 2 9 48 unless otherwise noted Masonry Beam 2'-8" �'-O" 2�-g'� �'-4" 2'-8" q'-O" 2'-8" < >< J >< D 2'-O" X V-8" Solid Core - Wood - to-Panel -&-Fold Finished 24" x 81 %2" vase seeood foundation plan notes for spacing at openings 0 F 5 E 2'-L" X V-8" Solid Core - Wood - 6-Panel I" x 6" P.T. Buck nailed to I" x 6" P.T. Suck 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 F 5-O X L -8 Solid Core - Wood - L-Panel - Bi-Fold 6 x6 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 " " - - 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 sq. f t. block using tapcons as stated d �1 q Grade in product approval form on sheet I. Masonry wall Garage = 45 I sq. f t. J 2'-L" X L'-8" Solid Core - Wood - L-Panel - BI-Fold °.P. — g — q ���O0000000 Total Cubic Ft - 14,024 Under Roof Total 2,484 sq. ft. Head sliding door 0 ALL Exterior doors to withstand pressures stated in permit info 14"w x l8 Concrete footing 0 o���o8° °� o box On Sheet #$I 1 1 with (2) 45 bars Cont. ands Verify sill attachment req. Install SGD Frame thru buck into Typical Flooring block using tapcons as stated Digitally $i ned b �° D 14"' transverse bars at 48" o.c. with product approval on in o ° product approval form on sheet I. �. ° GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL sheet I. �e�o° WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 N Jamb Daniel R. Braden o ARg7777® o 00 ��2 0�0°° °��0 All rough opening dimensions to be verified bg contractor T Y }� f C SECTION Sliding Door Detail Date: 2021 .08.19 o� Q o��0�U0 with manufacturers specs prior to construction Scale I/2" = I'—O" Bottom Track 15:00:12 -04 00 0�000��a oo00 Sill At Masonry Wall NTS 0000D� F4 I O t• A T I O/S L A� 12" x 12" concrete column block filled I with concrete and (2) #1 bars Vert. tied F4 into lintels above FOUNED /4TION F L � N 15,_3„ � 8'_10,2„ 8'_10,2„ 12„ SCALE: 1/-4 = 1'-0" F4 lo'-oN STRUCTURAL_ NOTES : 00 =_ �- - - -- - - -�-. 00 ° ° - ___� _ - - - - - - - N 0 r — — — _ _ _ _ _ I. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE 11. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FI i F4 — F4 L T ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONSTRUCTION 2. 12. CONTRACTOR TO PROVIDE SOLID FILLED CELL AND #5 BAR VERT. AT I 24„ FI I girder cell under Ito CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION �{g" O.C. MAX. PROVIDE (I) FILLED CELL ON EACH SIDE OF OPENINGS I O r girder above p OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF UP TO 5'-11" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS = I I I a CONSTRUCTION FI Rear Porch Slab to O 6'-0" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION I r J be poured separately 1 W F4 1 p 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. I 0 from House Slab. O_ O I Ilk BEARING CAPACITY. IF ANY SUB-SOIL, MUCK OR NON-UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 13. DESIGN LOADS ARE AS FOLLOWS: I N PROPER ENGINEERING DATA FOR DESIGN. SEE PERMIT INFO BOX ON SHEET I. I Thicken footing to = 24"w x 14"d x 24"L I I U `�•• 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 >� �, I under filled cell I O ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI �o 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 - 301 STEEL. ou �� I — —� — — — — — — — O 5. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO 15. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR ~ � I FI Rear Patio/Slab to FI 1 •• U be flush with bottom of SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. 0 I sliding door recess. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, „ 0 w SLAB ON GRADE TO BE A MINIMUM 4" THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. I Slope I I i0 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR I F- BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: I 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 I ; 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 � � U � (L/ PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE I u STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND 19. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM = I I a cal 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 q�5 PSI �{" concrete slab with frbermesh OR I 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 #10/10 WWM on 6 mil Visqueen over m� ATTENTION OF THE ARCHITECT. PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. O I clean compacted termite treated fill I Uv - ou a� � q. GARAGE FLOORS TO BE SMOOTH ,TROWEL FINISH (SLOPPED PER 21. CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH 0i I I v7� FOUNDATION PLAN). PROVIDE 1-1/2 RECESS FOR OVERHEAD DOOR TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD -� I o I 0 � DRYER ASHER 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS Termite Protection for New o I FI 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 I F_ 30" overlap Fill cell with concrete and FOR FURTHER REQUIREMENTS _ at each filled c (1) 45 bar Vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted _ U_ Wood see foundation plan notes for Thicken edge to 8"x8" I o I 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 I F- 4 concrete slab with frbermesh OR 6"x6" 410/10 WWM on 6 mil Yisqueen over clean compacted termite treated fill I I '0 ll� clean compacted termite treated fill GRADE - FI I - Z Grade O O O Z � Q v 0 _ U ' 11 II11 Io 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' I I - 3" 3„ SCALE I/2" = r-0" °� � 14" 45 bar Vert. w/ I I 0 Z TYPICAL FOOTING DETAIL 30" overlap I FI 4" concrete slab with f ibermesh OR I Z , 1 at each filled cell 6"x6" 410/10 WWM on 6 mil Yisqueen overLU SCALE 1/2" = 1'-0" I clean compacted termite treated fill L 4" concrete slab with frbermesh OR 45 bar cont. in curb Fill cell with grout and ° I MICROWAVE 6"x6" 410/10 WWM on 10 mil Vis ueen over (1) 45 bar Vert, (typical). = NON-VENT clean compacted termite treated fillMax, spacing shall not exceed I 3s• CLEAR I 0 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 y Base - - - u - - - foundatlon plan spacing at openings N W ESte c�1 ff oundat on plan 4" concrete slab with frbermesh OR I u 6 x6 10/10 WWM on 6 mil Yisqueen over Z ui fill clean compacted termite treatedi 4„� 0 lU aD M + O cv Grade detail on thi heet N N O •. I I I Steel Ballard � � � See s s + ao 00 < 3„ 3" (2) tt5 bars cont. bottom steel - p I I I OD OD _ 14% x 18"d Concrete footing I 0 U - with (2) US bars cont. and US � A/C I I I W � O r r� Cr DETAIL AT GARAGE STEPDOUJN I 'r transverse bars at 48" o.c. E #1 O I I I W I U E m SCALE I/2 - I O 4 O 12" block 121econcrete w crete column ete - Me I a F6 F1 I I N Fro I UJ Qi X and l2> tt� bars Vert. tied GARAGE CURB DETAIL Contractor to provide on either side of L — m r — — — — — I 0 ` LL ,_, iL into lintels above (`n roper foundation chairs d) — — — — — — — 0 cn p Dose led veil %2" Min. SCALE 1/2" = 1'-0" for proper steel installation service location r _ 00 0 N O I I r RX R 1 0 0 1 I tr fa fa Top of footer I = .� 4_11 I W F5 I O I IF cn 16" below finished floor N • I4 Step I I 0 01 O W I Io 30 ITT HH ti min. - 0 o I o o N 0 ID 13,_0„ I - 30"x30"A1 " concrete o 0 I 3'-0 _ O {� ° column footing with ('l) � I L 45 bars each way I 6,_�„ I I 2" x 6" PT wood secured with C Or n e r Steel L. d p 30" 1/2"dia. x 6" expansion anchors I F8 with 2" sq. washer at 18" o.c. overhead door track secured to wood n t S 0 L — — — — — Fr' — — — — 0 F4 b 0 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 0 00 SCALE 1/2" = 1'-0" Garage Door Jamb Detail Garage Door in Garage Door GARAGE DOOR TO WITHSTAND PRESSURES STATED 3 IN PERMIT INFO BOX ON SHEET #I. 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 Masonry Column With One >11 ,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 +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 o _ o moo° °°� o F 12"W X 12"D MONOLITHIC FOOTING WITH f2) 5 BARS CONTINUOUS s;%; ' t� :•<;,';�.; '.•-;:�` Digitally signed o° o���p��� �� ��o g F 30" x 30" x 16"p COLUMN FOOTING WITH (4) 45 BARS EACH WAY ° ° by Daniel R. o °° o �• 1�° AR 977770 8"W x 8"D THICKEN SLAB EDGE WITH I U5 BAR CONTINUOUS Double Filled Cell Column S 1 n g l e Filled Cell C Ol u m n Braden o0 0�°°° 14"W x 18"D Date: 2021 .08.19 0 o F5 With Curb at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB � O -O NITS NITS poo�Q�D°p�(�000 14:59:53 -04'00' ��000000a� Simpson HETA 20 Strap truss to wall using Simpson MGT with Provide 45 bars with 12" min. lap through cgh l beam steel to run f O O S H E E T f >\l G Trusses at 24" o.c. 5/8' dia. threaded rod with min 12" embedment into beam and 48 bar dia. into through lintel and tie to see shop drawings hurricane anchor at each truss into beam either wet set or in epoxy with Adown rods in iamb cells.vert, filled cell. ATTACHMENT D E T � � � by others � 2�{" o.c.) supporting Max. HET,4 20 (22) 10g ails into truss. Add blocking to ° ' = 1810 Ibs, uplif t truss le per detail on this sheet I. Minimum Nall Size = 8d angular ring shank (min. 2.5" long) R-30 Batts --------------- -- ----- ------ ------ ------ ------ ----- -- =----- 2. Minimum Screw Size = 48 x 2.5" 3. Minimum Sheathing Thickness 19/32" COX PIg wood XI X 1 1 r 1 4. Use nails or screws based on pressure for roof stated L6 -� BI LIOOB L90B = in ermit info box on these plans for appropraite roof R-19 Batts Provide Cast-Crete J ! ones. R-19 Batts — — — — 8U16-IB/IT precast i 4 FT E 3Q - lintel set in mortar 1 ® O Min. 8" Bearing _i W O Fill lintel solid with �� BI r � C I TYPICAL 1 1 GABLE rout. Provide PT Buck G g attached per jamb 1 Grout Filled Cell kk�� TYPICAL Frame ceiling transition I O a 1 - - as needed using metal studs N details int filled cell ® 4 FT © field verify exact configuration I L90B 4 FT and sizes Ilk 1 I 1 7 ss- Drywall ceiling ' 4 Pre-cast l< ,A,] Q ��► see typical section N I C 4 FT Celling transition Insulatlon Detelll I, r ". I, 6„ 1 1 Provide 45 bars with 12" min. lap ® 4 FT 4 FT n t s 2 -2" 10'-11„ BI ` l 1 1 1 into footing and 48 bar dia. into vert, filled cell, Max. Ke Area Ede Field Fastener Pressure Q BI I I I Ul O Zone I 6" 6° 8d x 2.5" ring shank 45 psf �y L6 •• 0 1 i Zone 2E, 2R, 2N 6" 8d x 2.5" ring shank 16 psf to I Zone 3E/3R " 8d x 2.5" ring shank 84 psf I I I BID,H ANY ZONE 6" 6" is8 x 2.5" Screw 243 psto " Concrete Footing lu — — — — — — — See foundation plan for N ap for exact sizes L x p[ DEVIL AT WINDOW OPENING I >� Scale: 1/2" = 1'-0" Q 12 N L a N CBS WALL SINGLE PLY REAR GIRDER TRUSS Y/—SLOP o � U u ON � m � � Nail 2" x 4" blocking to vert. leg of <� o `= Q truss with IOd x 1.5 nails at 4" o.c. � is a o- O (a O Install Simpson MGT into wall usingg N E N 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 0 6 o 0 1� BI Verify with Plan E Q _ W Concrete 12"x 12° cn u Lintel Column Block N L L22 BI VA FED ARE #, TRUSS BLOCKING DETAIL o � < Rebar AT GIRDER STRAPPING U " U � � U- id. Rebar i Bar Dap � AT CENTER BEARING POINT Min. Overlap //I, /V,-- IV/It B '45EC oIumn t0 LInt & l A ttachment BI18 -�� • M z NTS o Z �Q U O < - Q p� U w 12 �73 o BEAM SCHEDULE SLOPE /Z < fo z U Mark Size and Descrl tion L31 BI W 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. Metal roofing and underlayment intstalled per Pro uc pproval 12" (f� as shown on sheet I over CDX decking - seer s eeting attachment diaoram -OfL-roof plan.Additional Precast Lintel = „ „ „ „ 45 bars Lintel Bar Clear A B Aluminum Drip Brace Gable end �y — LengthEdge l Fascia 1/8" thick light textured stucco installed per with 2" x 4" SYP u2 YZ r =,:_:'::: CLEAR ASTM C 926 over ASTM D t e 2 a er backed 8ft back nailed to bottom W EO o 9P paper •' 2'-10" 2'-8" I'-6" 2,tt3 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 ----'i �`----'i ----'i to be 19/32" COX Plywood nailed at 6" o.c. in field Flash and Counter cv �.17 Z Z u) 3'-6" 3'-4" 2'-2" 2,U3 none and edges with IOd ring shank nails into studs. flash Z UJ OD ch u o 8F8-0BAT BPS—IB/IT 8F8—I5/2T �. i••n� Q� o _ Nail ledger to gable end truss L31 BI — — , J < W 0D Additional 4'-O" 3'-10" 2'-8" 2,�3 none g o U u5 bars with (2) IOd ils I I CLEA ;'; 4'-6" 4'-4" 3'-2" 2,U3 none ne Row of "H" at each web 22• x 54• < it- � .. �... COI Block Above 5'-4" 5'-2" 4'-O" 2,1*3 none Metal roofing and underlayment intstalled per Product Approval / \_\ 1 Atttc Access 1 BI I NN C # as shown on sheet I over COX decking — see roof sheeting eith light Z QJ • attachment diagram on roof plan. JUJ o .... y`••' _x ' S'-10" 5'-8" 4'-6" 2,u4 none L - r Precast Lintel r .'s:.F...!.y 'I / ` U >r»— 'f`' ' Additional 6'-6„ 6'-4„ 5' Cr -4" 2.1$4 none Simpson HETA 20 or equal 12 I I / I I U rr �____- u5 bars , ___� hurricane anchor at each truss PRE-ENGINEE1e�ED WOOD TRUSSES Q I 1 I I c<1 7'-6" 1'—O" 6'-2" 2,U5 none with (10) IOd x 1 1/2 nails 4 >s ( 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 � o3 I 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 .0 return to be 1 short of wall LU I I N r 3. standard for reinf. steel=ASTM A615 8'-O" M SLOPE TYPICAL LINTEL SECTION Aluminum Drip Edge i Fascia /�✓ R-30 blown fiberglass ( PRECAST CONCRETE ) 5/8" thick stucco on 3/8" hi-rib lath in bottom chord of trusses If. DD SPACE I / 2" x 4" Sub-Fascia 12" attached to horizontal and vertical wood framing with nails or staples to provideV 1/2" drywall with smooth finish I / Kaycan full o vent vinyl soffit installed no less than 1-3/4" 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) #5 bar cost. in each row. Substitute LINTEL SCHEDULE „ precast lintel filled with concrete and (I) �5 L22 BI BI BI L22 I x 4 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 Csrevitg 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 strip s 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 " " Steel Size steel Size IPLF) IPLF) (PLF> stucco on typical concrete insulation on t ical 8" Block walls J - 12" x 12" concrete column block construction yP BI N HE A O BI r L22 2'-2" V-0 BFIL-IBAT ONE 1 u5 1 u5 MIS 3541 2854 block filled with concrete = All drywall to be installed per FBC R�02.3.1 BI and (2) u1 bars vert. tied VarleS - See plan and shall meet all pertainingASTM codes. BI BI L31 2'-L• 4'-0" BFIL-IBAT ONE 1 u5 1 85 2931 3019 2128 into lintels above Mortar to be Type "M" one proportioned per FBC R601.1 BI L90 2 8 ti 5 bar vert, w/ L90 w g p and Mortar joints shall coin -I wit FBC R60�.2.1. 3-1 � h s h SHE �O. 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-IB/IT ONE I u5 1 85 43L0 2093 94L with concrete and at each filled cell cy L50 5'-0" C—La 8FIL—IBAT ONE I u5 1 85 3480 1880 1204 one 45 bar continuous — BEYOND Fill cell with Grout and Provide downspout LLO V-8" 1'—L" 8FIL—IBAT ONE 1 u5 1 u5 2LLi IL34 891 (I) 45 bar vert. (typical). Rear Patio/Slab to Max, spacing shall not exceed HETA 20 Simpson HETA 20 HETA 2O L80 8'-O• 9'-4" 8FIL-IBAT ONE I u5 I u5 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" oF FLAN .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 L90B 9'-O" 10'-L" 8FIL-IB/IT ONE I u5 I5 1533 914 519 Top of Tooter Base spacing at openings O O 1810 Ibs, uplift Provide downspout 16" below finished floor JOB NUMBER: LI00 10'-0" ll'-4• 8FIL-IBAT ONE 1 u5 1 #5 13LL 198 L04 Step per foundation plan 4" concrete slab with fibermesh OR LIOOB 10'-0" II'-4' BFIL-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 Slope per foundation plan clean compacted termite treated fill - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L120 12'-O" IV-4" 8FIL-IB/IT ONE I u5 I u5 1015 LOL 433 — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER L120B 12'-0" 13'-4" 8FIL-IB/IT ONE I u5 1 85 1015 LOL 433 OODOOo L140 14'-0" i5'-4" 8FIL-IB/IT ONE 1 u5 1 u5 1250 485 341 _ - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE oo�°o� L140 IL'-0" IT-4" BPS—IB/IT ONE 1 u5 1 85 950 404 251 ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. LILOB IL'-O" IT-4" 8FIL-IBAT ONE 1 u5 1 u5 950 404 251 = _ IIII — ALL TRUSS T O TRUSS CONNECTIONS B Y oo� �°°° R. o D Z-71�d Zt ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS _ IIII- TRUSS MANUFACTURER Digitally signed o o���o� �0��°0° D - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE _ �,.::...a . . . • IIII � � � � � � � � � � � � " ' , ' F1 — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR by Daniel R. °o°. ° o �` - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING 14 0,�J o° AR 977770 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. —IIII _ Braden REQUIREMENTS i_ T (,.� picdl Ise a t Front Or C h - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Date; 2021 .08.1 9 PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO QED°pro 00 Scale I/2 = I -O TRUSS CONSTRUCTION _ i i ���oo000000 Opt. PATIO/SLAB PANEL "A" Opt. PATIO/SLAB oe Load Wire Description circtt circtt Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator I Range ttL 12.0 kw 50 2 I 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 1 11 UFM 1 20 1.5 kw #12 Kitchen S.A.C. 1 e 1 20 #12 Bathroom Rece is q r , P 10 Air Cond sor ttl0 5.0 kw 30 2 I I 1 20 1.2 kw #12 Dishwasher 11 12 1 20 1.2 kw 912 Microwave 13 14 Air Handler #10 5.0 kw 30 2 I I I 1 15 #14 General Lighting 15 it. to I 15 tt14 General Lighting 11 19 20 WH tt10 5.0 kw 25 2 PORCH MASTER I I �I � � O � � H I IS #14 General Lighting I I N I BEDROOM I I 15 tt14 General Lighting 21 22 C:DO tt12 0.81 KW 20 I I I I I F I \ I 15 tt14 General Lighting 24 Spare I MASTER I I WF GFCI p� Spare 25 2L Spare I \ Spare 21 2q 28 Spare I BEDROOM Spare 30 Spare U I \ I PANEL "A" LOAD CALCULATION SHEET I I 12xI2xI0 I I ow TV � Load Description Qt Watts Total(Watts) 124 CFM B/A I I \ I O General Lighting (3 watts sq. ft.) 11 IOxIOxL 35 3 5.205 I --y��I U Small Appliance Circuit(s) 2 1,500 3,000 L - - - - - C_ - J 141 CFM 141 CFM I i �I�CJ I to to - 01 Range 1 12,000 12,000 ' IOxIOx1 i IOxIOx1 I S I Refrigerator 1 1,200 1,200 F1, L - - - - - - - - - I Microwave 1 1,500 1,500 I I I V LLLJJJ IT I 3 co Dish Washer 1 1,200 1,200 - - - - - 12x1:ixTd I Clothes Washer 1 1,200 1,200 B/A I N GFCI C� Clothes Dryer 1 5,000 5,000 U 1 - - - - 3 I I 8x4x4 ° Water Heater 1 4,500 4,500 9 CFM I 110 N Garage Door Opener I 810 810 I I � \ I Q r � U � (y ° i� EATI ROOM I� I I v T L Total watts 35,LI5 LOSET I ° I / I i� EAT I ROOM (<1[] U U Q First 10000 Watts 19100% 1 10,000 10,000 - - - - - ° I Q Remainder 25AI5 e40% 1 0 10,24L I N CLOSE I I GFCI Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,24L Vent thru 8x4x4 Soffiti-- -- 50 CFM N Voltage 24O DRYER ASHER / Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required = 150 Amps LAUNDRY � DRYER ASHER / I L8x4x4 I 141 CFM / F LAUNDRY // I Electrical sgmbol Le end ° 12" I Ioxloxl . . - I DINING .S Single Pole Switch ® Recessed Can Light 1� � �� I i� 00M 1.� S3 Double Pole Switch ® Eyeball Recessed I I DINING ° i I 0 P Push Button Switch � Exhaust Fan IL CFM ROOM M c1 Duplex Outlet 8x4x4 "-' I I p Ceiling Mounted Light I��; Special Receptacle Wall Mounted Light I C I I \ \ O 1111118 aterpr group fault circuit Light with Pull Chain (attic) 12x12x8 R`j \ I Z B/A ., -S I � � Z � ® Floor Duplex Outlet © Computer Connection Jack _ _ _ - - - - - cA -I- --7 CDC1 / ` 0 Carbon Monoxide Detector Flood Light M _ _ _ Fcl _ _ _ +--+ v g ° DW 1 S - - - - �/ c - TQ Thermostat 1= Electrical Panel III CFM I I SECOND -I - - ® Central Vac 8 Electrical Meter 12x6xI n ® Smoke Detector Ceiling Pan I " I I BEDROOM/ GFCI ` o°G I iJ- SECOND I U ® Television Jack I 14 CFM I / 1 I -n ' I /1 L ❑1 Telephone Jack A�� A/C Disconnect BEDROOM 14" K I T C HIE I / / I I ,� \I Z 1-1--1 I � FCI ® I x 4 Florescent Light ® 2 x 4 Florescent Light I I MICROWAVE I / I Y T H E Z 20x20 I�1 I ® Speaker Hook-Up r REF. NON-VENT I / I I I��A1 T 38' CLEAR O OFB = JUNCTION BOX TO SUPPORT A FAN 3 TON P-11- � OPENING L - SEE MANUAL 1 / REF. NON-VERY\ O = THERMOSTAT LOCATION "J" and Energg 12xl2x8 R`' - - I 3s• CLEAR O Calculation B/A L ,~ IL"� T _ ` I ENING - - J < N W.H. - E B/A = BALANCED AIR for unit into I - - GFCI GFcI OIL UJ THIRD I 40 Steel Ballard m in O Q I See detail on this sheet / FCI u Q BEDROOM \# LU I Install oulet OS C ` W.H. Z ,Z m ) O FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW I - - - - - under disc. THIRD S 4 0 Steel Ballard Z op 1 100 CFM C I r 22" x 54" \ See detail on this sheet �' �y 6 not shown for U A/C disc. A/C disc. IOxLxL I = I Attic Might 1 clarit E D O O M_ - - < (D OD with tight I y i C� �� W _ _ _ _ � I I , 2/0 AL SER Cable ® I _ - - - - - J 4 I � r 22" x 54' , �- H T r (3) U1 THHN Copper With #1 Grnd LR �] WF GFCI / I = -Attic Access 1 I � N 4 � # 2" PVC Schedule A/C 8x4X - m 1 1t�ught z v 4o conduit 2" PVC Schedule QI L - - - - _ AP AMP I CFM / I � - � � U (mil N L a- 40 conduit sleeve \ N MCB into attic MCB A/C PANEL AHU PANEL AI-IU / lU c<1 200a rated 200a rated / I meter can O meter can OVANWWAAAAAW / 4 OPTIONAL PANEL X J METER METER - = I / LOCATION ' ` ( LL Inters stem bondingInters stem bonding / \\ ` U ~ -0 Termination point Termination point U FCI 2" PVC ( FPL 2" PVC ( FPL�� 15Panel P 4 / GFCI fiQ GARAGE schedule 80 schedule 80 V / III I I I I II --\-\---\- 4 c'AJ ------ ---------- ----------------- / GOL CART, 150 Amp Panel GFcI GFcI2" rigid service FPL 2" rigid service FPL GARAGE wire Bare 44 c r r GEC Ba GEC er wire Ito r(eZu8'c� eGralvanzed to (2) W-O Galvanzied Garage Garage ground rods ground rods Door Door 03 I I I I I Opener I I Opener I ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER I i i i I Grt O C A i�CAT " - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS I I I I I E Wire 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 - - - - - - ED shall be verified prior to construction shall be verified prior to construction GFcI I Light I GFCI to garage lights I I g - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment I I f I I c uEET *I O; 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 [DUCT 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 N ` � - - - - Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. ELECTRI C A L F L A OF S. 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 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 -O 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. 14. 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 RM1402 the requirements necessary for the equipment to be placed in ���OOD00000 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 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° ° �otR.B� ° D contractor, the completed system shall be full operative. and telephone company. Attic V e n t i n Calculations Digitally signed by 0�° o�� e* °o D 12. Contractor shall pay for all fees, permits, testing and O o ° o O inspections including blower testing where required 18. The electrical system shall be completely and effectively = F C 2 0 Daniel R. Braden r°°° AR977770 13. All work shall be coordinated with other trades to avoid Total Attic 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. - °�° 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' Venting Ratio 1/1 5 0 - 18.0 O S f t. required Date: 2021 .08.1 9 �0°° Q� against the public liability and roperty damage for the labels where applicable. Provide ,4 Continuous Vented Soffit 14:59:30 -04'00' duration of the work. ����UOOOD�a��