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HomeMy WebLinkAboutPlans - Windsor - Left Rear - Impact(1) Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. 12 5/8" thick light textured stucco on typical concrete 4 SLOPE block construction 12 4 SLOPE w o>' 12" 8'-1" BEARING QL O.H. O COVERED 12" 12" PORCH 3 H GRESS H O O E COVERED 03 PORCH (L a _ 2iLl O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C V_ 105 5/8" thick X 8"W cut ' „ = v 16- O -O Finished Floor Finish Columns with coral finished stucco bands Aft- - - - - - - - - - - - - - - - - - - - - - - AC 5/8" thick cut coral finished stucco bands 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete Truss mfg to pprovide level coral finished stucco bands block construction N -0 D return to be I" short of wall LEFT ELEVATION o a U _V (V SCALE: I/4" sic I'-O" REAR ELEVATION 4J a 0 0) Aluminum Drip 110 U Edge 4 Fascia SCALE: 1/4" = I'-O' Q 2" x 4" Sub-Fascia 2 " 1" x 4" nailer attached to Kaycan full o vent vinyl soffit installed level return with (2) 8d per product approval form on sheet I. ring shank nails with min. 1.5" penetration into soffit framing TYPICAL SOFFIT DETAIL Metal roofing and underlayment intstalled per Product Approval Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting NTS as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan, attachment diagram on roof plan. 12 1/8" Thick cut coral stucco over paper O LL LL backed wire lath nailed to substrate through SLOPE 4 one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. +t O Z 12 Z T 8'-1" BEA ING �¢ SLOPE U EGRES EGRES 12" PER D p,H, 8'-1" BEARING O LU 3 T11 12" 12„ H. H. U ® z 0 � 00 0❑❑ � � 0 � � z . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0'-0" -Finished Floor ll� law paq 5/8" thick light textured stucco on typical concrete ® � ® � 0'-0" = Finished Floor Ilk < block construction N RIGHT ELEVATION 5/8" thick x 8"w cut � � 1L1 o O W � v " - " coral finished stucco bands FRONT ELE \/ ATION zd)SCALE: 1/4 I -O Z W ap M � O SCALE: 1/4" = 1'-0" �' O < ao d z cy cyc PERMITTING INFORMATION (FORM 100) 2N U o t-�- 3 � Florida Building Code Residential: 1TH Edition and ASCE 1-16 for Wind Loading 2R 1. 3E R 2N lu Product Approval Submittal Affidavit Building Des,gn is: Enclosed Risk Category II Wind Speed: 145 mph ultimate Mean Roof Height: II '-8-8" Roof Pitch: 4:12 11°-20°) 2E IQ UJ o3 �; Opening Schedule Sluing Doors, Overhead Doors, Sliding Doors, Windows t Skglights Internal Pressure Coefficient:i�cient: ±0.18 3E = I• 3E L = t � +, TEST 1/2" drywall ceiling on truss bottom cord Subjectab,lity to damage from: Weathering: Negligible Termites:Veru Heavu 2 2E 5 r L Opening NOA/FL Product Model u Manufacturer Glass E Expiration Design Pressure 2" x 4" top plate n Attachment method xp Width of Roof End Zone: 4 -O 3R .� LLLLL Tgpe NUMBER Date of Approved Tests 3E 4 Wind Exposure Classification: C 1.2.3 Single Hun SH-11OOA 5/16" 1/�" dia. tapcons w/ min. 13/8" penetration to be Adjustment factor for Exposure He, ht Using Allowable Stress Design and FLU 239.4 g g PGT spaced per product approval. Contractor shall adhere to + 65.0/-80.0 PS g t4 Impact min. edge distances specified in Product approval Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.6WL 5 n.ta x "` to concr°tea ert ' filled at sit Ex Height Ad Factor: 1.00 x Load Combo Factor 0.6 = 0.4 applied below GABLE ROOF FROM /� Overhead Model 824/811 U it5 bar vert. unng 3/8" x L' Hdt, dis sleeve anchors at 8" C.C. p g J PP '2:1'2 To 8.12 PITCH A FLU 15311.1 18'-2" max. Width DAB ith 1.25° din uashera with inn. 4' edge distance. Install track to buck +50.0/-60.0 PSF Garage Door 16'-O" max height ng rU 5/IL' x I " full thread lag acreua in each bracket naintamng g g Door Com an inn. or A edge distance - n r to strictig adhere to product approval GABLE ROOF Components t Cladding Wind Pressure: Q� rovlde I/IL' nut ua er on roller aPta. 1/4" dia, tapcon with min 1.25" embedment at 6" max Zone: I 2E +l5j.O/-39.O psf B F L 4 15213.1 Fiberglass Smooth Fiberglass Plast-Pro from corners and 14.5" o.c. max. thereafter in jambs. +65.0/-10.0 Zone: K 2R, 3E +15.0/-51.0 psf 2R I/2" dr wall on Zone: 3R +15.0/-69.0 psf 2R I 3 2E Sliding Gass Series 110 1" nom v4° dia. tapcons W/ min. 1 3/4" penetration to be y HIP ROOF Components t Cladding Wind Pressure: 2E 3 9. C FLU 251.4 g SGD PGT spaced per product approval. Contractor shall adhere to + 60.0 PSF 2" X �" studs at 16" O.C. P g T e G5A min. 2 1/2" edge distances specified in Product approval Door yp Zone: I +18.0/-31.0 psf 2R "` Zone: 2E/3E +18.0/-41.0 psf :2 LI 18.0/-53.0 p 3 1. 2R NOA/FL Manufacturer Attachment Method TEST Design Pressure Zone: 2R + sf Product NUMBER Model u EDateation of Aproved Tests Components t Cladding Wall End Zone Width: 3'-0" 4LLL "L3LLL 2E 5 SHEET N 0: For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment WALL Components t Cladding Wind Pressure:Zone 4: +23.0/-25.0 psf 4 CM-18531 Mi Windows penetration into each Mull Clip. Attach mull to clip using f4> ul0 x 1.25" Zone 5: +23,0/-31.p psf Mullions FLU GaSa.8 vertical mullion end doors self tapping screws per clip as shown in product approval. ± 118.9 PSF 5 4" concrete slab with fibermesh OR Components t Cladding Wind Pressure (NET) on Garage Door: 6 x6 410/10 WWM on 6 mil Vis ueen over Zone 5: +32.0/-41.0 psf Hi 13o0� 1:1 5V Crim 26 a. 5v crimp metal roofing attached to I wood deck using >«9-15 x 1.5" Roof Zone q T� 8:14 PITC� ROOF FL4 33818.2 p Gulf Coast Supply HWF� wood screws with self sealing washer a� 2" o.c. max spacing�er System 1/2E/2R: clean compacted termite treated fill Shear Walls Considered for Structure? Yes OF 5. Metal Roofing no. 5V-Type I for max ppressure -94.25 psf. Install per system V type 2 and manufacturing for max pressure of -ISI.0 psf. Fasteners shall be installed through underlay- - 94.25 PSF Continuous Load Path Provided? 68 ment and attachedto/through I wood per sheeting attachment detail on roof base-board 2" x 4" P.T. bottom plate Roos Zone plan. Plywood to be 19/32 cP[�x. 2N/3/3E/3R: � Are Components an Cladding Details Provided?Yes walls zone 4 JOB NUMBER: -131.0 PSF Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi Install two lagers of T vek orizontall in shingle st le fas ion using and END ZONE _ hh 4" 9 y9 9 This Building Sall Have the Following: H h h h Roof Zone 2E/2R DuPont Protec 160 b" overla s Install usin I" dia. metal or lastic ca nails at 12" o.c. alon g g= Egam Underlay FLU 20816.1 DuPont P 9 P P 9 X Walls Zone 5 Tyvek course and end laps an a single row 24" o.c. along middle line of the field APPROVED SHUTTERS: IMPACT GLASS: BOTH: NEITHER: I.A.W. the product approval installation instructions. Stagger top layer using �ODOOo 26" undercourse strip parallel to cave edge and cover with full sheet. 15 10 CORNER ZONE ��Q . . . . . . Overlapsuccessive sheets b 26" I.A.W. product approval installation instructs s. Interior Non- S e a r I n g F d r t I t I on ROOF LIVE LOAD: 20 pat ROOF DEAD LOAD: . 10 pat Attic w/out storage: 2O pat = RR000f Zones 3/3E/3R SidingStucco on Block ntS FLOOR LIVE LOAD:-� pat FLOOR DEAD LOAD. sP Attic with storage: sP Install using " x T battens attached to wall using 3/14" dia. o ���R.Q�OD�s O Soffit FLU 16503.1 12 Tripple 4 with I" min. embedment into wall. Attach Soffit channel to wall using Digitally signed b �Oa o e Full-O-Vent Single Kaycan LTD 0.091" dia. x 1.5" T-nails at 12" o.c, per detail C in P.A. Install J" ± 55.6 PSF I I g y g y ° SPAN VINYL S_0FFI channel to bottom of fascia using staples into soffit and same T-nails ELEVATION NOTES: ALL CONTRACTOR WARRANTIES a BEGIN I I I *IWHEN I THE CLOSING � ?�° °o AR 977770 at hem and in veils s er detail A in P.A. ( roduct a rovau - RETURN ALL STUCCO BANDS TO WINDOW OCCI.,Ii`S �ETUJEEN THE �UYEiZ �ND I.UYNNE BUILDINGS CORP. Daniel R. Braden ��° � •� OR DOOR. Date: 2021 .08.19 I have reviewed the above and approved It bg mg seal below. ( Architect or Engineer of Record ) AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE oo.�Q��opQ� 00 15:01 :48 -04 00 FLOOR P L /4 N Opt. PATIO/SLAB "" 35'-O" TYPICAL NOTES: SCALE 1/4" = 1'-0" �� C R ,4 S H POST D E T ,41 L 12" x 12" Concrete column 12" 8'-10%2" 12" 8'-10%2" Jk block filled with concrete and �'-�%2„ -� %2" 1. Contractor to verif ALL notes and dimensions prior to N.T.S. (2) 41 bars vert. tied Into W.H. = water Heater 36" high by 4" diameter lintels above 2 proceeding with work. steel crash post. Floor 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3i8"expansion bolts into �N_ ° ° ° ° E) 00 00 - � 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (a/8"t 5o ksi steel plate) EGRESS — — , a minimum 1,�filled cell under r F.S.I.I. Ibex stress. 6" girder above _ 13'-II" 4. No dissimilar metals to touch. 0 S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. O C o ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to o /2 o WIRE LATH CELIN STUCCO shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix m o G Drywall at ceilings shall be leveled and attached to bottom chord 1,3/e'" 2'2" 19'-91, of trusses with screws per FBC R-102.3.5. 0 2�2„ 16'-0" o -1. ALL wood in contact with concrete shall be pressure treated. o o ° I MASTER T E i� 97 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. _ ■ I O �, 9 ALL plumbing fixtures to be low flow. C O I BEDROOM. U 10. Contractor to Provide Drain at water heater in accordance E Ell I I Ell I I I O o0 00 i 8'-6," A.F.F. with the current edition Of the Florida Plumbing Code. I Coffer Ceiling �-'va 11. Contractor to Provide a 2'-8" wide door at one bathroom for I ILL N o handicap accessibility requirements. 2,2" 2,," ❑ I I I O ,o U Recess to late 6"w x 3/8"d Counter top — verify type _ I — 12. Lowest finished floor to be set b Governing Building Department /2 �2 P P with contractor O o y g g P 6" for steel support angle I � surveyor to Set In field. see detail on this sheet 13. Separation between residence and garage shall be per FBC R302.6 O I Vanity to be J v 14. Door between garage and residence shall be 1-3/4 t 20 min. rated door I 34 r2 highV co pC 15. wall and Ceiling shall have a flame-spread classification of not greater than 200 er FBC R302.9.1 8'-0" to 9'- " A.F.F. _ o Base cabinet = Rod t Shelf _ I�. Wall and ceiling finishes shall have a smoke-developed index of not greater than � O per FBC R302.9.2 Steel countertop support angle Vaulte Ceiling e _� — — — — — Install 6" from each end and Ln ° N 1-1. All exposed attic insulation materials installed on attic floors Shall have a critical radiant 119'-5" - 4„ I -3 4" 6 -4 one in center of counter. 2" x 8" wood studs flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation see angle detail at 16" o.c. = > < U N a 0 4 materials exposed on the underside of the roof deck or on the attic walls shall comply m 1 a With F.B.C. R31� - see permit info box of code edition 1/2" drywall 2" x 8" PT wood plate � ,� � �"� NI � O a; - 0 (� 18. G� psum board material shall conform to ASTM C3�, C-19, C415, C514, C630, C931 I J f U C 60, C1002, CI04-1,Cll-1-1, C1118, C12-18, C1395, or C1396 and shall be Installed ° C] according to the following: (FBC R102.3.5) ■ I IV Framing KITCHEN ISLAND FRAMING DETAIL I l Drywall Location Orientation g Max. spacing Nall sizing options for �' °i I I -I L — — — — — H.B. Thickness Member of fasteners Installation of drywall Into ,n - Uu r o Spacing b _ o� U N I = Rod � Shelf Maximum wood framing members tr a�a Nails Screws 2" x min, thickness H °d) 9 ° Perpendicular 24" „ „ 13 a 1 3/8" Ion with 19/64" head 3„ 12 E O I o 3 ❑ O Gelling P � 12 g OR g — -- 0.098" diameter x 1 1/4" Ion m\� annular-ringed or 5d cooler nail I WASHER DRYER 2" Verify attachment o �[ Walls Either 16" 8° 16" 0.080" dia. x 1 5/8" long with hole location with GC O I - LAUNDRY W Direction 15/64 head R prior to fabrication I O 5 O T- Gypsum board nail 0.086" dia. 3/8" thick 6„ W x 15/8" with 9/32" head. Steel bracket O 8'-O" o 9'-8" A.F.F. cy H n� Ceiling Perpendicular 24" 12„ 13ga 1 5/8" long with 19/64" head Vaulted Ceiling 1.� LL OR 3" DINING I � � _ o O U- 0.098" diameter x 1 3/8" long annular-ringed or 6d cooler nail ROOM I - 3,4ny2 iy high to b O v 8 " OR I = I I `f2" ,� 18" Walls Either I6" g 16° 0.092" dia, x 1 �/8" long with COUNTER TOP BRACKET DETAIL O o 3/8" thick steel counter tops to I - Direction 1/4" head I overhang wall 1.5" �r I I �' O Z counter top supports 90„ 5'-3" 4" ® 9'-5" Gypsum board nail0.0915" dia. counter to s to e4 eq Z x I �/8" with 19/44" head. i 3� � MASTER i 2 I overhang wa l 1.5" 6 6 ® - ❑ ^ U O 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, '��2 ,� BA 0*� 2 I I U A108.1, A118.1, A118.3, A13�.1 and A13-1.1 KITCHEN w„_,�'��� I ` ��y� I I `A�-' I o � PANTR 20. Cement, fiber-cement or glass mat g psum backers in accordance with ASTM �' """ LAUNDRY I �I I `°y I 2" o �' � ---- —I — — 34 3/4"1 -�" �{- � 2 I 3 I W knee wall O C1288, C1325, OR C1118 and instal le I.A.W. manufacturers recommendations shall 2.41. I I I I ° ❑ U be used as backer for the wall the in tub areas and wall panels in shower areas. I 2" 2" -'R I I I I I SECOND - 11..1 (u 9 9 P P `"2;' 2" i M 1 KiTCJHEN I F BEDROOM o o Z 21. insulation including facings s such as retarders or vapor permeable members Installed 2" L. o-I within floor-ceiling assemblies, roof-ceiling assemblies, wall, crawl spaces and attics 2„ 2„ SHWR-I 3" I 1 _ 8'-0" to 9' 8" A.F.F. 8'-0" A.F.F. = Z shall have a flame spread index not to exceed 25 with an accompanying smoke we-I „ I o m Vaulted Ceiling I Flat Ceiling developed index not to exceed 450 when tested in accordance with ,ASTM E 8-4. 2„ � I - I Upper cabinets to > � Insulation shall coin 1 with F.B.C. R31�. T-I I extend ove Ref. P y BATH �2 3" C.O. IROWAVE � � W � 3" WON-VENT I Install doors thru buck Into I RE1=. _ block using tapcons as stated SANITARY RISER H 38. CLEAR - N 2 4' 12'-8 Install windows thru buck Into in product ap roval form on sheet I. INSTALL YULKEM BLOCK SEALANT H.B. L — — O — OPENING _ block using tapcons as stated Exterior face Buck to be x 6" PT ON ALL JAMB, HEADER, AND nts to septic/ 'ry m N Exterior face In product approval to on sheet I. of wall SILL BLOCK PRIOR TO BUCK sewer system o m (L � llll EO O of wall INSTALLATION — — — - aries Varies N �r - W = v m W H -II Batts Inwlation O Z vi O A/C W.H. - z 0 4"� Steel Ballard � Provide auto � ❑ Z j�,l 00 ch u THIRD See product approval for #1 ^, See detail on this sheet closer E M ® ,, "" Q U I"x4" P.T. Buck nailed to Inge screw into wall req. Q9' r W_ BEDROOM � < M 0� 0 block with case hardened nails prior to window attachment r —�— — — — > ' (L r-r L Detail at Door 22' x 54' 7 D e t a i l a t w i n d OW S Metal roofing and underlayment intstalled per Product Approval l Attic Access l 0 = I p ❑ I z N N # FITS NTS as shown on sheet I over CDX decking - see roof sheeting I with tight Q J attachment diagram on roof plan. L — — - _ v Simpson HETA 20 or equal ❑ 8'-0" A.F.F. J m J I cn 8F1 Ceiling (� a— withl(10) 10d ox la 1/2 each as g - Q r � 12 Flat Cell � � � r r 3 -I- Window Schedule l 10 . up supporting Max. PRE-ENGINEERED TRUSSES A R A G� E - J U r 3 18101bs, uplift 4 � at 24"o.c. TYPICAL � � o � •• •• 3 m Mark Size Rou h O en. Window Description PRESSURE ZONE (shop drawings bg manufacturer) © LLj x Truss mfg to provide level 4 4 m 12 8 �_ I. 4'-5ig"x 5'-3 ie" 54is"x 63i4" Single Hung ZONE 4 return to be 1" short of wall o m Oi L = td H 1L 4 2. L'-gig"x 5'-3 ig" �5" x L3 i," Single Hung ZONE 4 Aluminum Drip Block wall in m (� N ■ " 15' x 38ig" Edge Fascia R-30 blown fiberglass gstac k to be O O MT O 00 ° - r 3. 2 x 3 2 1/2 Single Hung ZONE 4 „ in bottom chord of trusses ❑ 2 -8 ❑ R-II Batts Insulation ❑ 'Q }�, 4. 4'-5ig"x 4'-gig" 54ig"x 54yg" Single Hung ZONE 4 2 x 4 Sub-Fascia 12„ 13'-O" ° �, 4„ � V-1/2" drywall with smooth finish ❑ Provide auto 15Panel P per product full o vent vinyl soffit Installed EMERGENCY closer ALL Windows t0 be aluminum windows w/ tint per product approval form on sheet I. Two rows of beam block filled with concrete ❑ EGRESS and (1) 45 bar cont. in each row. Substitute ° ------------- ------- and mullions per elevations. recast lintel filled with concrete and (I) 5 ❑ --- l ---------- l 0 I I 41.25 x 82.5 I 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' I I O B I ough opening ALL windows in bathrooms to be tempered level return with (2) 8d I I I for this door 1 All rough opening dimensions to be verified b contractor ring shank nails with min. 1.5" 1/2" drywall over I" x furring I I I b 9 P penetration into soffit framing strips at 16" o.c. with R4.1i-foil I I ❑ p - ❑ I t [with manuf acturer s specs prior to construction „ ° - ° P P Insulation on typical 8 Block walls ❑ I I � IG O L F CART I ❑ � � 5/8" thick light textured - All drywall to be Installed per FBC R�02.3.1 I I I 1 D OOr Schedule stucco on typical concrete 1 and shall meet all pertaining ASTM codes. I I I 1 block construction Mortar to be Type M owl proportioned er FBC R60�.1 I I I G A R A G� I and Mortar Joints shall coinp�y with FBC �601.2.1. �, I I 13'-O" L, Mark Size Rough Opening Door Description PRESSURE ZONE Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) I I I 1 0 0 o o SHEET NO: 108' x 84' Overhead Garage Door 35 bar overlap w/ ❑❑ ❑ O O❑ ❑❑ ❑ ❑ ❑❑ A 41-Ow X 1'-O" g ZONE 4 30" overlap FIII cell with grout and ° B 3'-O" X C-8" 41 i,"x 83%" Fiberglass Panel - Inswing ZONE 4 at each filled cell ll) 45 bar vert. (typical). �4' x 81 �2" "e ott Max, spacing shall not exceed C L'-Off X L'-8" Sliding Glass Door ZONE 4 48" unless otherwise noted Masonry Beam - 9'-O" 2'-8" 6'-4" L2'-8° 9'-O" 2'-8" :2 , 2' 8" Wood see foundation plan notes for D 2 -O X L -8 Solid Core - Wood - L-Panel -&-Fold Finished 24 x 81 /2" ase spacing at openings OF 5, E X—L" X C-8" Solid Core - Wood - L-Panel b x 6" P.T. Buck Walled to " xP.T. Buck nailed to block with case hardened nails I 6 P. uc n d 4" concrete slab with fibermesh OR rior to door attachment head block with case hardened Halls F 5'-0' X L'-8' Solid Core - Wood - L-Panel - Bi-Fold 6 x6 410/10 WWM on 6 mil V isqueen over and jambs prior to door attachment JOB NUMBER: G 2'-8' x C-8" x I%," Solid Core Wood, Steel, or Masonite Door 20 min. rated at garage clean compacted termite treated fill n 0 0 • W is - 1 � 8B H X-8" X C-8" Solid Core — Wood — L—Panel Install SGD Frame thru buck into Grade block using tapcons as stated � X—L" X C-8" Solid Core — Wood — L—Panel — Bi—Fold In product approval form on sheet I. Masonry Wall � Head Square i=ootage Breakdown oo�oFp[ Qoo�o sliding door Total ,4/C S ace - 1,�53 sq. P ° o - ° o Covered Porch Total = 212 s ft. o° �o °� o ALL Exterior doors to withstand pressures stated in permit info 14"w x 18 Concrete footing Install S D Frame thru buck Into - q- r�. oho box on Sheet :41 1 1 with (2) 45 bars cont. and 45 Verify sill attachment req. T Ical Fluorin block using to cons a stated Garage - 1f59 sq. ft. DI Ita11 SI wed b � ° ��®� ®�� b " transverse bars at 48" o.c, with product approval on yp g in g p O o o °° GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL 14 sheet I. product approval form on sheet 1. Under Roof Total = 2 484 S . ft. y y � ° WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 = Jamb q Daniel R. Braden aG��7777® LAll rough opening dimensions to be verified by contractor 12" SlidingDate: 2021 .08.19 with manufacturer s specs prior to construction T Y � f C � � SECTION T f O � Door D �t a i 1 Total Cubic Ft 1-4,O 24 _ i i Scale I/2 = I -O Bottom Track SIII At Masonry Wall NTS 15:01 :37 04 00 ��0000OD���o F4 12" x 12" concrete column block filled Opt. PATIO/S L A with concrete and (2) 41 bars vert. tied I 35 0„ O I into lintels above F 4 FOCOI I Y /4 T I O Nl FL /4N 12" 8'-10%2" 8'-10%2" STRUCTUR /4L MOTES : SCALE: 1/4" _ �'-o" - - -cy - ° � °I _ Tj r — I. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE II. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY T J j�7 — J Filled cell under I FI ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS �3 �3 r — — — — — — — — — — I girder above CONSTRUCTION 1 o I FI 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 12. CONTRACTOR TO PROVIDE SOLID FILLED CELL AND #5 BAR VERT. AT I OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF �f8 O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS o 0 UP TO 5'-11" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS I _ II I ■ CONSTRUCTION 0 Rear Porch Slab to 6'-O" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION p 1 W - be poured separately 1 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. a from House Slab. BEARING CAPACITY. IF ANY SUB-SOIL, MUCK OR NON-UNIFORM 1 O I 1 CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 13. DESIGN LOADS ARE AS FOLLOWS: I 1 PROPER ENGINEERING DATA FOR DESIGN. SEE PERMIT INFO BOX ON SHEET I. Thicken footin to O 1 O 11 24"w x 14"d x 2�4"L I ° `�•• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS V under filled cell ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 14• ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 00 O O DO 00 1I under girder bearing. 1 1 �U�► ` BE 3000 PSI OR -4,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30� STEEL. O — — — _J 1 I 00 a.--0 r - - - - FI - - - � - - It, FI �°' � 15• ALL DOWELS SLEEVES CONDUITS INSERTS BLOCKOUTS ANCHOR I Rear Patio/Slab to 1 1 0) p 5- POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 2-4 HOURS. NO BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. 1 be (lust with bottom of 1 •• U SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION, slidin door recess. 1 1 O FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, 6. SLAB ON GRADE TO BE A MINIMUM +' THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. O I Iq Slope I" 1 1 1 o cy WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 1 a r 1 - - - - - - - - - � I > — BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: 1 I (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: 3" -A pC ao MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2" LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 1-1. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI O 1 1 I Ca � 3 U �/ PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE 1 I a u STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND 19. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM 1 I O a fj U Q COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: PROCTOR VALUE. 2" A x 4" = Fb 1,500 PSI 2" x 10" = Fb I,000 PSI 1 I ° 8 2 x 6 /8 = Fb 1,200 PSI 2 x 12 = Fb 9-15 PSI 4" oncrete slab with fibermes OR GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND �m 1 6"x6" #10/10 LUUJM on 6 mil Vis en over DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE I 9 H.B. ATTENTION OF THE ARCHITECT. PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. our 1 cleah compacted termite treat fill 1 O GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 21. CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH ` 1 I O TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD ° I o FOUNDATION PLAN). PROVIDE I I/2 RECESS FOR OVERHEAD DOOR ■ �- WASHER DRYER 1 F 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS Termite Protection for New I 1 FI I o FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... COnStrUCtlOn aS per F.B.C. R318.1 O 1 1 ° ° I . 45 bar Vert. w/ CONTRACTOR TO REFERENCE F.B.C-R _� 1 30" overlap Fill cell with concrete and FOR FURTHER REQUIREMENTS at each filled c (1) 45 bar Vert. (tgpical). Max, spacing shall not exceed _� 1 48" unless otherwise noted LL U_ Wood see foundation plan notes for Thicken edge to 8"x8" Base spacing at openings with concrete and 4" concrete slab with fibermesh OR -� 1 1 1 U 4" concrete slab with fibermesh OR one s bar continuous 6 xcleanOcom a/10 ched termiteM on 10 ail itedef II en over 1 6 x6 410/10 WWM on 4 mil Visqueen over p o 1 clean compacted termite treated fill GRADE O 18 1 11 O Z Grade ro _ 1 1 0 Z UO 1 1 1 Q QL U ' ' 11 II11 � � O r 14 w x 18 d Concrete footing F- -I with (2) 45 bars cont. and US PORCH SLAB EDGE DETAIL °_ ``' 1 i °� i O I F_ U transverse bars at 48" o.c. 1 1 IO 3 SCALE I/2" = I'-O" � 1 � FLLI - 14" 45 bar Vert. w/ I Z TYPICAL FOOTING DETAIL 30" overlap I 1 411 ncrete slab with fibermesh OR FI 1 Z U, 1 - - at each filled cell 1 1 6 x6 /10 WWM on 6 mil Visqueen over clea compacted termite treated fill 1 5 bar cont, in curb Fill cell with rout and 1 I � �4" concrete slab with fibermesh OR 9 MICROWAVE 1 ° (1) #5 bar Vert. (tgpical). NON-VENT REF. ■ 6"x6" 410/10 WWM on 10 mil Visqueen over1 1 clean compacted termite treated fillMax unless shall no exceed H•B O 3' CLEAR Curb height 2 1 45 bar cont. Verifg based on Wood see foundation plan notes for 1 O O N cV foundation plan Base spacing at openings — — — — — — O O — — — — 1 u O Step per �{" concrete slab with fibermesh OR P foundation plan 6 x6 410/10 WWM on 6 mil Visqueen over A/C W.H. � 1 I � ". Z Z � � a: clean compacted termite treated fill ° , lU OD M O Grade a.. . I See detail on Ilth s sheet 1 1 puj O N G ■ z � Ln OD J Sao U 1 r 1 11 ? *�'� I �- 0- � rr � 3" (2) 45 bars cont. bottom steel I 22 54 � 1 1�� � � �� � 3 — I I Atticith ght I 1 1 1 �Q Q 10 I Z # 10' -III _ I�f"w x 18"d Concrete footin 1 — — — —'�/ 1 1 �i - - 1 0 O 12" _ g 1 UJ 1 1 I ~ O rr� Cr with (2) U5 bars cont, and tt5 � U U `.�. � 2 DETAIL A T GARAGE S T E P D O lU N r transverse bars at 48" o.c. E 1 (�- 1 1 1 ° W V_ SCALE I/2 - I O 14 1 O 1 1 O H 12" x 12" concrete column I 1 Meter and panel � X J block filled with concrete 1 N — — — — either side of Q! LL and (2) 41 bars vert. tied f S GARAGE CURB DETAIL O Contractor to provide — , J ` (6 b +, into lintels above M roper foundation chairs - — — — — — — — — — — q (� N R SCALE 1/2" = 1'-0" �' Dose ie cati 1%2' MM or proper steel installation 1 - 1 0 O 0 Isislocation r 0 service Ixation � 1 °° 10 o - - - - - - - � - - o Top of footer = 1 1 14" below finished floor N ISO Amp ° = — . , . Panel 51 o I I 4" g tA 1 i of I 10 30"x30"xl6" concrete 30 min. - 1 13 -O" �1 O 1 `n O - II I= column footing with (4) 1 45 bars each wag I I 6 3 —I 2" x 4" PT wood secured with Corner Steel Lap 1 1 1 30" 1/2"dia. x 4" expansion anchors with 2 s washer at 18 o.c. overhead door track secured to wood n t S L — — `--' - 1 J 3 COLUMN FOOTING DETAIL q O - - - - - - - - O O - - - - - - - - - - - O iamb per manufacturer's product approval O O O 1.5" Recess for O O O O O O 1.5" Recess for O O O SHEET N O SCALE 1/2° = 1'-0° Garage Door Jamb Detall ° ° ° ° ° ° ° ° ° Garage Door is Garage Door GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. OF 5. Filled Cell Masonrg Column With One 2'-8" 2'-8" �"-41" 9'-01, 2'-8" ,JOB NUMBER: 45 From Footing To Beam Each. Filled Cell Masonrg Column With One 35'-01, _ Q Grout fill To Be 3000 PSI 45 From Footing To Tie Beam V FOOTING SCHEDULE See Floor Plan For Location Grout fill To Be 3000 PSI Mark size Description See Floor Plan For Location oo��00000�o�0000� FI " " MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS •t;.:r' _ ' ; :; o0�0� O o 14 W x 18 D ` . � F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS s�, t� at; :'' t;•; .� Digitally signed o� a°�� F 30" x 30" x 16"D COLUMN FOOTING WITH (4) U5 BARS EACH WAY ° by Daniel R. o `® o° �• Z oo AR 977770 °� o 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS Double Filled Cell Column S I n g l e Filled Cell Column Braden oo���°o °0° F5 14 W x 18,10 MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB s 0'-0" NTS Date. 2021 .08.19 00 With Curb at Garage NTS DD o � _ Goo a�0 15:01 :25 04 00 0000 Strap truss to wall using Simpson MGT with Simpson HETA 20 Provide 45 bars with 12" min. lap t h ugh l beam steel to run I O O S H E E T I >\l G Tress ho at 24" o.c. 5/8" dia, threaded rod with min 12' embedment through lintel and tie to hurricane anchor at each truss into beam and 48 bar dia, into p drawings into beam either wet set or in a ox with down rods in iamb cells. y (22) IOd nails into truss. Add blocking to t' 2-f" O.C.) supporting Max. vert, filled cell. ATTACHMENT DETAIL b others truss leg per detail on this sheet ETA 20 1810 lbs. uplift -- ----------- ---------- ---------- ----------- - ---------- -- - I. Minimum Nail Size = 8d angular ring shank (min. 2.5" long) R-30 Batts N -------------- -- ----- ------ ------ ------ ------ ----- -- ----------- 2. Minimum Screw Size = 48 x 2.5" - 3. Minimum Sheathing Thickness 19/32" COX PI wood =y 4. Use nails or screws based on pressure for roof' stated R-19 batts L90B IOOB BI _ (e0 I 1 !; in ermit info box on these plans for appropraite roof Provide Cast-Crete ones. R-19 batts _ _ 8UI(.-IB/IT precast _ I° 1 ® 4FT Q lintel set in mortar 111 Min. 8" Bearing TYPICA ,�,I - IL BI 'a Fill lintel solid with l I` GABLE TYPICAL O I O grout. ; Provide PT Buck i Grout Filled Cell 0 2 HIP Frame ceiling transition J I m ' attached per jamb Ip ° 1 - - k as needed using metal studs N mails into filled cell ® 4 FT 0 '' field verify exact configuration L90B ° l - 4 FT and sizes A[ s� LL Drywall ceiling cli 10'-II" 2' 2" 4" Pre-cast I I � �, see typical section Sill 4 FT C �Iling transition Insulatlon Detall Q "' nts U Provide 45 bars with 12" min, lap ® 93 4 FT 4 FT I I I 9- into I I footing and 48 bar dia, into I I I vert. filled cell. Max. � Ke Area Ede Field Fastener � BI I I I BI O 1 Zone I 6" 6" 8d x 2.5" ring shank 45 psf L I I I Zone 2E 2R 2N 6" 8d x 2.5" ring shank 16 sf Q to U Zone 3E/3R 8d x 2.5" ring shank 84 psf I I 2 ANY ZONE 6" 6" 8 x 2.5" Screw 263 pal v'Q Concrete Footing — — — — — — — — �. r See foundation plan for I v for exact sizes N lu p[ L DETAIL AT WINDOW OPENIN I >� L� BI fn Scale: 1/2" = 1'-0" C B S WALL SINGLE PLY REAR GIRDER TRUSS � � 77- �¢ OP I a u Q � � a " (q w L Iq' �" BI U Nail 2" x 4" blockingto vert. leg of o �; L� truss with IOd x 1.5"- nails at 4" O.C. 18' u <r Install Simpson MGT into wall using � 5/8" dia. threaded rod set min. 12" E 0 _ O N into wet beam and (22) IOd nails into truss is X Verify with Plan1Z Concrete „ „ 12 x 12 O u rn Lintel Column Block /Z I BI L22 �, AULTIED RE a a < L O I a ui TRUSS BLOCKING DETAIL � � � I " , _2 Rebar 111 ca < o c u l L Rebar 48 Ber Dia. � , AT GIRDER STRAPPING _ N 00 O IL w aQ, Min, Overlap AT CENTER BEARING POINTL,�S I � Z2Fm E u (y C olumn to Lintel /4 ttachment 18'-61 �I � O z z NTS I Q U Q ALI - QC U _ �� I 12 Z O BEAM SCHEDULE � SLOPE ,4 � � Z o I U Mark Size and Description 111 BI LSI LU �[ L z < Two rows of beam block felled with concrete and I 45 bar �. Z BI continuous in each row. Hook vert. bar over top bar with 45 90° bend bar with a 10" min. lap at top bar. 2" I Met roof g and u der ment intstalled per Product Approval (Y (n H as shown on sheet a COX decking - see roof sheeting tach nt dia ram r f Ian. Additional Precast Lintel „ „ „ „ u5 bars � Lintel Bar Clear � B Aluminum Drip - Edge & Fascia Brace Gable endZ N CLEAR Length Length Span Bars Bars 1/8" thick light textured stucco installed per with 2" x 4" SYP #2 � c(1 P ';� '' ` 9 I' .• '' '1 'I ASTM C 926 over ASTM D t e 2 paper backed 8ft back nailed to bottom (K O O i ''. i i i ► .''°` i 2'-10" 2'-8" I'-6" 2, 3 none wire lath nailed to substrate through one layer of of top chords using (2) 10d - W � u O` ASTM D Tye 2 felt paper using 8d nails. Substrate nails at each truss `r '�----�' '-----y '�----�' Flash and Counter to be 19/32 COX Plywood nailed at 6 o.c. in fieldZ �' 3'-6" 3'-4" 2'-2" 2,tt3 none and edges with IOd ring shank nails into studs, flash Z LL1 OD('(1 u O 8F8-OB/IT SF8-IB/IT BPS-IB/2T ' > Lo 03 O Nail ledger truss BI L3I -4 N(�! Additional 4'-0" 3'-10" 2'-8" 2,u3 none able end truss 0 r - - < < aD aD U 45 bars with (2) 10d ils I I Q CLEA . 4'-6" 4'-4" 3'-2" 2,u3 none u ne Row of "H" at each web 1 " L 22 x 54 . '' Block Above Metal roofing and underla ment intstalled per Product A oval BI Attic Aeeeas # ,':;. 8'-4" 5'-2" 4'-O" 2,1*3 none as shown on sheetI over COX decking P see roof sheeting with tight 1 i Z 5'-8" 4'-6" 2, 4 none attachment diagram on roof plan. W — Precast Lintel i a- Additional i �'-6" 6'-4" 5'-4" 2,U4 none Simpson HETA 20 or equal 12 I I / I I U 0 rr 3 H r T- IL____,i 45 bars IL-----a hurricane anchor at each truss PRE-ENGINEEIe�ED WOOD TRUSSES I - I U 3 Co �'-till T-0" 6'-2" 2,U5 none with (10) 10d x 1 1/2" nails 4 � •• 3 ( 24" o.c.) supporting Max. 9 24 o.c. TYPICAL I _ I (V UJ 8FIL-ISAT BFIL-I5/2T ISIOIbs, uplift ( shop drawings bg manufacturer ) I / I BI I O I ll.l � J NOTES: 8'-4" �'-10" �'-O" 2,1*5 none I I I I < L = to ALL t! I. min. coverage of steel=l.5" Truss mfg to provide level I? I I L31 I oo I I d) 2. min. bearing required 9 ea. end=8" ALL reinforcing steel is grade 6O. / V -0 3. standard for reinf. steel=ASTM A615 return to be short of wall I I UJI r r- XXXXXXXXXXXXXXX �f SLOPE / IF 8' o" M,4x = OL ,� fa TYPICAL LINTEL SECTION Aluminum Drip I I I I 'Q Edge ( Fascia R-30 blown fiberglass I I 48 I N PRECAST CONCRETE ) / 2" x 4" Sub-Fascia 5/8" thick stucco on 3/8" hi—rib lath in bottom chord o trusses I I I IODD SPACE 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 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) 1t5 bar cont. in each row. Substitute LINTEL SCHEDULE „ „ precast lintel filled with concrete and ll) �5 L22 BI BI BI L22 I x 4 nailer attached to bar cont. for bottom row over openings lU Window Rows of Max. Max. Max. level return with (2) 8d ring shank nails with min. 1.5" 1/2" drywall over I" x furring - �y (L or D "H" Block Gravitg Uplift Lateral penetration into soffit framing 5/8" thick light textured strips at 16" o.c. with R4.1 i-foil O — L Mark Unit Lintel Above Bottom Top Load Load Load P I Width Size Specification " " Steel Size Stool $iZe IPLF) IPLF) (PLF) stucco on typical concrete insulation on t ical 8" Block walls F I TA 0 BI 12" x 12" concrete column block construction yP r L22 2'-2' 3'-0 SFIL-IBAT ONE I u5 I u5 L113 3541 2854 block filled with concrete - All drywall to be installed per FBC R102.3.1 and (2) u1 bars vert. tied Varies see plan and shall meet all pertaining ASTM codes. BI BI BI L31 X-C 4'-0" 8FIL-IB/IT ONE 1 u5 I u5 2931 3019 2128 into lintels above OD Mortar to be Type "M" one proportioned er FBC R.01.1 LLO 45 bar vert. w/ L90 L90B 11 3'-I" and Mortar points shall coin ly with FBC 40�.2.1. j�--� T thicken edge to 8"x8" 30" overlap p Provide Dur-O-Rock at all wet areas (ex, sowers tubs etc...) L45 4'-5" 5'-10" 8FIL-113AT ONE 1 u5 1 u5 4340 2093 944 with concrete and h ' L50 go—On L'-L' 8FIL-IB/IT ONE 1 u5 1 #5 3480 1880 1204 one 45 bar continuous at each filled cell BEYOND Fill cell with Grout and LLO C-8" l'-L" 8FIL-IB/IT ONE I u5 I u5 266I IL34 891 Rear Patio/Slab to (I) tt5 bar vert. (typical). ETA ?O L80 V-O" 9'-4' 8FIL-IBAT ONE I u5 1 u5 1843 1133 139 be flush with bottom of Max, spacing shall not exceed ET�20 48" unless otherwise noted Provide for utter sliding door recess. Wood g 0 F 5. L90 9'-0" 10'-L' 8FIL-IBAT ONE I u5 1 u5 1533 914 519 see foundation plan notes for Simpson HETA 20 L90B 9'-0" 10'-L' 8FIL-IB/IT ONE 1 u5 I u5 1533 9I4 5�9 Top of Tooter Base spacing at openings Pil e�i wr p hurricane anchor at each truss 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 O.C, su ortin ax. L1ooB 10'-0" 11'-4' 8FIL-IB/IT ONE 1 u5 I u5 13LL �98 Lo4 ;s 6"x6" �t1o/10 WWM on 6 mil \/isqueen over — OVERHANGS A T 1'—O" UNLESS OTHERWISE NOTE D O N o . Slope per foundation plan _ clean compacted termite treated fill — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS S H E5 T L120 12'-O' 13'-4' 8FIL-113AT ONE 1 u5 1 #5 1015 LOL 433 TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER LI20B 12'-O' 13'-4" 8FIL-IB/IT ONE I u5 I �t5 1015 LOL 433 i _ ��OODOOoo _ — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE LI40 14'-O' 15'-4' 8FIL-IB/IT ONE I u5 I u5 1250 485 941 ��. ° Q°O o o� LILO IL'-O" rr'-4' 8F8-IB/IT ONE I u5 1 u5 950 404 251 III ' ' ' ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. Do�p`� °°° �< o ._ - ._ . — ALL TRUSS TO TRUSS CONNECTIONS BY LILOB IL O IZ 4 8FIL-IB/IT ONE I u5 I u5 950 404 251 0 o � ��0 � o ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS TRUSS MANUFACTURER ° ��® ®�� - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE _ ill " " " " 14, FI — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Digitally signed by oe o ° - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING ° �a�e�a® ° LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. L - TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Daniel R. Braden off°° o c� 'o REQUIREMENTS 7 7 7F3 T I e a l Section at Front F or e h — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Date: 2021 .08.19 a���°°°°°° LINTELS OVER 14 O LONG ARE TO BE PRESTRESSED. _ PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO oo' ��DQ�� 0� Scale I/2„ — I —O„ TRUSS CONSTRUCTION 15:01 :14 -04'00' ���00�000�0�� PANEL „A„ Opt. PATIO/SLAB Opt. PATIO/SLAB Poles BR Load Wire Description circa circa Description Wire Load BR Poles 1 20 1.2 kw 412 Refrigerator I Range U. 12.0 kw 50 2 1 20 1.2 kw 412 Clothes Washer 3 1 20 1.5 kw 412 Kitchen S.A.C. 5 6 Dr er u10 5.0 kw 30 2 1 20 1.5 kw 412 Kitchen S.A.C. 'T 8 1 1 ❑ 1 20 u12 Bathroom Recepts 9 10 Air Cond sor 910 5.0 kw 30 2 1 20 1.2 kw 412 Dishwasher II 12 r - - - - - r - - - - - - - - - , 124 CFM I 20 1.2 kw ><I2 Microwave 13 14 Air Handl r #10 5.0 kw 30 2 IOXIOXL 1 15 414 General Lighting 15 I6 I y I MASTS o I 15 u14 General Lighting Il IS WH >>10 5.0 kw 25 2 O I I / O I BEDROOM I 15 u14 General Lighting 19 20 I 1 15 1 414 General Lighting 21 22 GDO #12 0.81 KW 20 1 I > I 15 414 General Lighting 23 24 Spare I � WF GFCI I I I I nc Spare 25 26 Spare Spare 21 28 Spare Spare 29 30 Spare I MASTER - - I I BEDROOM I I ,' I U PANEL "A" LOAD CALCULATION SHEET I V / v Load Description Qt . Watts Total(Watts) I I I General Lighting (3 watts sq. ft.) 1135 3 5,205 I 12xI2x10 Small Appliance Circuit(s) 2 1,500 3,000 I to 0 B�'a` __ I ___ Range 1 12,000 12,000 I `� 124 CFM I I a I Refrigerator I 1,200 1,200 141 CFM 141 CFM L - - �- IOxIOxL - - J I SO r I ` M S J I0x10x1 IOx10x1 v l Microwave I 1,500 1,500 I © coDish Washer 1 1,200 1,200 T -F=======0 -4-- \\ Clothes Washer I 1 1,200 1,200 Clothes Dryer 1 5,000 5,000 I 1�1x10 I - - - - - ° N Water Heater 1 4,500 4,500 I B/A r ` a !� Garage Door Opener 1 810 810 10U (L/ i 16„ I 8x4x4 I / I l a � U Total Watts 35415 I I 9 CFM i I 0� Q U Q First 10000 Watts e100% I 10,000 10,000 G R EA T I R O O G R E I ROOM OOM R U I ° Remainder 25415 e40% d a I L O S E N I O 10.246 I I � OS � T N Electric Heat or A/C 10,000 at 1 10,000 10,000 I L - - - L - - - - - Fcl Calculated Load Watts 30,24L Voltage 240 _ Calculated Wattage Divided bg Voltage = Total Amps 124.02 I - ®� Sx4x4 __ Vent thru I o \ Panel Size Required = 150 Amps I WASHER DRYER 50 CFM --soffit I \ - S-Z I \ WASHER DRYER / I I \\ LAUNDRY Electricell Sgmbol Legend I LAUNDRYL DINING ; � - \ VP s \ L� $ Single Pole Switch ® Recessed Can Light 141 CFM x4x4 I 1 ROOM M IOxIOx1 " I / QL S3 Double Pole Switch [9Egeball Recessed I 12 4- I ° O IL LL B Push Button Switch Exhaust Fan I �S F Duplex Outlet Ceiling Mounted Light DINING Special Receptacle ♦ Wall Mounted Light I I _ it. 8 CFM ROOM I x4x4 I II Q Z F Waterproofgroundfault circuittffCCUptffC Light with Pull Chain (attic) I `T / I / Z 'n ® Floor Duplex Outlet © Computer Connection Jack I 1 / v crt Carbon Monoxide Detector Flood Light I a 2x12x8 - I y Q v O 0 � 9h � , B/A _ _ _ _ _ _ _ _ QLU Q Thermostat m Electrical Panel PCB Y _ - - -I- - - _ PANTRY - - -GF II- ® Central Vac 8 Electrical Meter a CABI - - - I \ SECOND � � O W oW I ]TI I `BEDROOM Ceiling fan 111 CFM U ® Smoke Detector I o cI° CI ® Television Jack I " I 12xLx1 *I N I / = I I i \\ � n/ rfl Telephone Jack A�� A/C Disconnect 124 CFM I I SECOND O I�l D WF GFCI GF I 1 I 1 -® Z � lJ� ® I x 4 Florescent Light ® 2 x 4 Florescent Light I IOxIOxL I I *I 14" BEDROOM q 1 � ITC'HE�I - I �\ Z ® Speaker Hook-Up K I ' I C H E I\ I Install owlet I I I \ n, 3 TON I MICROWAVE I under disc. `n I � (Y OFB = JUNCTION BOX TO SUPPORT A FAN SEE MANUAL NON-VENT REF. 20x20 not Sl1oWn for 0 GFCI ® MIC OJ E1NE ` I4 I \ "J" and Energy I O 38" CLEAR kT flfiTA I clarity (� / 38" CLEAR \ \ OPENING _ei In I O = THERMOSTAT LOCATION Calculation L - - - d L OPENIN \ B/A = BALANCED AIR for unit into o - - - '- - - o - - - \ - - MT cy I �` ,a 12x12x8 GFCI GFCI y W UJ O B/A =3 u A/C W.H. GFc \ S S Z z 4 0 Steel Ballard I T H I R D Z W °D m u O FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW #I THIRD 4"� Steel Ballard See detail on this sheet I #1 See detail on this sheet / CM � �� � A/C disc. A/C disc. ; _ BEDROOM ( � -4 < 00 06 U r - - - - - i j 'vl 100 CFM - - - - - �1r -4 \ � � \ 0- T_T_ L 42/0 AL SER Cable 22 x S4" , (3) I THHN Copper WlthI Grnd 1 Attie Aecess I = I IOxLxL 1 Attic A cep 1 \ # 40 c conduit dulSchedule wth fight 1 I ® L - J 2 I I cy cy 2" PVC Schedule � - - - - - Q L withygHf rn Q I Z ISO 40 conduit sleeve ISO - - - - �i _� I N �• MCB Into attic MCB to sx4x4 /' 1 \ \\ U r r- PANEL AHU PANEL AHU 48 CF ® \ Cr Cq 200a rated 200a rated I $4 \ UJ meter can O meter can O I OPTIONAL PANEL LOCATION / I _ = UJ � METER Intersystem bonding METER Intersystem bonding \ r ` Termination point Termination ant � \ T WP GFCI U � � 2" PVC ( FPL P 2" PVC ( FPL�� P GARAGE // Fcl GFC V_ schedule 80 schedule 80 150 Am / G �B \ N Panel P / \ I 150 Amp i�eF 2" rigid service FPL 2" rigid service FPL GFCI // to / GFCI Panel r-----------------i r----------------- --------�------1 T----=®--------� caner GEC Bare U. co per wire GEC Bare u6 co per wire I I I GOLF C A R T I to (2) Val Galvanzied to (2) 8'_ C84 Galvanzied I I I I I Garage I \ Garage I ground rods ground rods I I I I I Door I � I Door I I I I � � � � � � I I Opener I \ °� I Opener I ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISERGOLF CART ' - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS I I I I Wire For - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. I I I I Front POSt I I 1 I A R A E I manufacturers recommendations which manufacturers recommendations which I I I I I I 1 I I GFCI shall be verified prior to construction shall be verified prior to construction I I I I Light I I to garage ights GFCI I I - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment I I I I I I - -i- I I SHEET AI O, ELECTRIC NOTES: / \ I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before DUCT L /4 Y O U T F. 1 2. Provide and wire all required smoke ( Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to - - Monoxide detectors, the date of acceptance or certificate of occupancy, or one suit the job conditions. OF 5. ear from closing fdsale of house. O Post Light with C T I C I �l 3. Contractor to verify location of electrical 9 SCALE:E: I/�f = I - JOB NUMBER: service and provider. Correction of defects shall be completed without additional 21. Furnish and Install all fixtures as called for on the plans ' Photo cell 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. cr E L E 5. ALL exterior outlets to be WP/GFCI protected, other phase of installation that may have been damaged. Center Post Light r _ r 22. All racewa s and pipes laced in or through an concrete between drivewaysSCALE: JJ LJ 6. Recessed cans to be installed per NFPA requirements. 16. It is not the intent of these plans to show every minor detail 9 P P P 9 9 = I� -O�� 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. S. A/C Return Air Balance Must comply w/ FBC RM1402 the requirements necessary for the equipment to be placed in ���QODOO000 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 ��� �OF F§ sleeved In VC 11. All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dr er Vents to be installed per 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RM1502 P t t Attic �/ n t I n Calculations 0 °°����R.8m0� °� o contractor, the completed s stem shall be full operative. and telephone company. Digitally signed by 0' ° o o b 12. Contractor shall pay for all tees, permits, testing, and FBC 2309.1 O o ° ° inspections including blower testing where required. 18. The electrical system shall be completely and effectively Total Attic Space = 2101 S f t. Daniel R. Braden AN 977770 °� 0 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. _ q e 0, - interference with the progress of construction. Venting Re t I O 1 15 O - 18.0 O S f t. required o ° 14. All required insurance shall be provided for protection q Date' 2021 .08.1 9 p� 19. All material shall be new and shall bear underwriters against the public liability and property damage for the labels where applicable. Provide A Continuous Vented Soffit duration of the work. 1 15:00:5 7 -04 00 �000o000�a��