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HomeMy WebLinkAboutHODSON PLANS - FOR PERMIT APPL_ J 2" x b" PT F 4" prefabricate aluminum gutter 45 bar vert. w/ 30" overlap SEE TYPICAL at each filled cell SECTIONS ��fill 4" concrete slab with fibermesh OR I" recess for 6"x6" 410/10 WWM on 10 mil Visqueen over waterproofing at slab clean compacted termite treated fill O Grade Z T7 N - N E m 16"w x 24"d concrete monolithic footing with (4) 45 bars Cont. w/ 43 stirrups at 24" o.c. F-16 FOOTING DETAIL SCALE 1/2" = 1'-0" I LL 30" m1n. Corner Steel La nts F:00t[ng sch& dul� Mark- Size and Description T-8 Thicken slab edge to 8" x 8" with (I) 45 bar Cont. 1611w x 2,4"d concrete monolithic and 45 transverse bars at 32" footing with (6) #5 rebar continuous o.c. (bottom) 3611w x 361 x 16"d concrete pad footing with E345 rebar at 8" o.c. each bottom steel. SEE WALL SECTIONS FOR WALL CONSTRUCTION AND STRAPPING Zero Lot Line Overhang Scale 1" = 1'-0" Extreme Metals 5v Crimp Metal Roofing Installed per product approval FLU 1i022.5 over Folgglass self adhered roofing underlagment over 19/32" CDX plgwood attached to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails ( 2-4" o.c.) supporting Max. 5 1810lbs. uplift Prefabricated aluminum gutter 9shop drawings by mfg on aiv—Alum 1`1etal drip on 2" x C fascia 1/2" thick stucco on 3/8" hi —rib lath attached to horizontal and vertical wood �r iti I framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction 45 bar vert. w/ 30" overlap at each filled cell base [board min. Grade10 U 3 C min. of Icynene LD—C-50 spray foam insulation on dated Feb. I. 2012. Install DC 315 Intumescent coating per section 4.3.2 of ICC test noted above to comply with 15 min. thermal barrier requirements. PRE—ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings bg manufacturer ) 2.5 5/8" drywall with smooth finish _12 1/2" dr wall over I" x furring strips at 14" o.c. with R4.2 fyfoil insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only. Provide Dur—O—Rock at alf wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) 45 bar vert. (typical). Max. spacing shall not exceed 32" unless otherwise noted see foundation plan notes for spacing at openings 1/2" expansion joint _ 4" concrete slab with fibermesh OR 674" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill LfVING ROOM SECTION Scale : 1/2" = 1'-0" X a C cc Tqp. Masonrq Filled Cell Detail NTS E ( /-.\ � t:5 ) 1-11 x l�'1iss�d Tip �illed Cells (Typical) 1/2"x 4 1/2" isonrg Inspection Clean Out Hole O° bend from footing 8 bar dia. lap in wall id footing Dowel (1) #5 bar w/ 25" min lap and 6" embed 63 ete Footing Mao )air nts Filled Cell Masonry Column With One 1*5 From Footing To Beam. Conc. Fill To Be 3000 PSI See Floor Plan For Location single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location •r° i. :w�+• Y Double Filled Cell Column NTS Digitally signed by Daniel R. Braden Date:2020.12.17 10:20:38-05'00' K9411 0 °off R. B ° q o, o° o° 00 AR 97770 O U O CV r T N ..0C4�00 14 � NT N CI N I Ico 1 o o! I v Ilk �O V I QOD� u(Y Q U .an o' 0Np 0 H a OA AMo z�U w Qo�3 AW n� IL � ` > OC) 0) O C NNvU C 00 00 E 10 I I O 4 N Q,i I Vp N N 110 to U N N Q3 a- +� ` r- r a- 4 U >rr�V F U Q3XFU ELL 1� < ~ LL I L �_ � N O Q O O U_ W U z �. W OF S. Q LO Comm # W 20-186 W Copgright ©J BEAM SCHEDULE Mark Size and Description B1 Two rows of beam block filled with concrete and (1) #5 bar continuous in each row. Provide precast lintel filled with concrete and (1) 45 bar per lintel schedule continuous over openings. 8" x 16" concrete tie beam with (4) 1*5 bars cont. ,$2 ova clear spans, provide 43 ties at 8" o.c. max, spacing, �L20 B 0 L20 BI IL20 BI BI L31 1' BI L20 BI L20 1, a AT 2 "o.c. TYPICAL �I ( shop drawl � bg manufacturer ) M1L \ ROOF: PLAN 14 � $I L31I, I- If TRUSS BRACING NOTES to andand rods to the t nor: e in - install first ran or tress bra=V 3V from exterior smalls and spaces 12' o c. there~ top and bottom chords - install bracing on any top or bottom chord which is looser than 12' in Blear span. All tress bractrtg to be 2' x:wood and Shall be attached to top d bottom chord and on, bottom or tap chord or tresses wee spaced per truss uracttees plans iical splice ,Lath bracstg to tress chord ig (2) IOd nark in all atio s x 4' wood braatng STRAPPING SCHEDULE HETA 20 HETA 20 SIMPSON HETA 20 hurricane anchor at each truss supporting Max. 1,810 lbs. uplift. Strap steal have (9) IOd x 1 1/2" nails. ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 4 PT k 4 PT 4 PT 4 PT J 4 PT 4 PT ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 .......... Ke Area Ede Meld Fastener Pressure Zone I �" 6" 8d ring shank �f5 psf Zone 2 6" 8d rim shank i6 psf Zone 3 �{" 8d ring shank 84 psf ** Zone 3a 6" 6" �8 wood screw 112.5 psf 5 ba�8" Lintel Bar Clear "A" Length Span Bars 6BU ars CLEARLength r �. �;` 7 COVER 2'-10" 2'-8" 1 -6" 2,iz3 none Precast Lintel 3'-4" 2,#3 none BP8-015AT Additional �'-O" 3'-10" 2'-8" 2, t3 none -a#5 bars 4'-6" `{-�{' 3'-2" 2,1$3 none LEAR `` OVERe Row of Beam 5'-4' 5'-2' 4'-O' 2,tt3none ock Above ecast Lintelnone 4"5'-4" 2,#4 none AdditionalO�%E5 7'-6" T-O" 6'-2" 2,u5 none bars SPIL-IB/IT SPIL-IB/2T 8'-41, T'-10" T'-0, 2,tt5 none NOTES: ALL reinforcing Steel 15 grade 60_ I. MIN. COVERAGE OF STEEL = 1.5" 2, MIN. BEARING: REQUIRED a EA. END = 4" 3, STANDARD FOR REINF. STEEL = ASTM A615 GRADE 6O TYPICAL LiNTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Window Pre_ Ron Max. Max Max or oorStressed Lintel Cast BAboovBlock Bottom Top Lateral Mark Unit -Crete sine am La LUoa�d WidthStu 5 cdtcatton steel Steel (PLP) IPLP) (PLP) L20 2:_�; 2'-10' 8P8-OB/IT NO — 1 85 30L9 ISL9 IL42 L31 :_8■ 3'-9' 8P8-OB/IT NO — 1 05 25LI 13L3 IL3 L45 4'-S' S'-1' 8P8-OB/IT NO — 1 a5 1349 IOIL 411 LSO S'-O' S'-8' 8P8-OB/IT NO — I a5 1109 409 339 LLO L'-8' L'-8' 8P8-OB/IT NO — 1 a5 1011 121 534 LIO T-O' T-O' 8P8-OB/IT NO — I a5 1011 121 534 L80 8'-O' 8'-8' 8P8-OB/IT NO — 1 a5 L99 591 512 L40 9'-0' T-8' 8P8-OB/IT NO — 1 85 539 Sao 401 LI00 10'-0' 10'-8' 8P8-OB/IT NO — 1 a5 582 414 452 LIIO 10'-0' ll'-8' 8PIL-IB/IT NO ONE I a5 1 85 1294 410 402 L120 121-0' 12'-8' 8PIL-IB/IT NO ONE 1 a5 1 a5 1015 tot 324 L140 141-0' 14'-8' 8PIL-IB/IT YES ONE I a5 I a5 1310 SM 294 LILO IL'-0' IL'-8' 8PIL-I5/2T YES ONE 1 a5 2 a5 950 Soo M4 LI80 IV-0- 18'-8' BPIL-IB/2T YES ONE I a5 2 a5 ISO 424 148 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 13'-II" LONG ARE TO BE PRE -STRESSED. - CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING ANY/ALL LINTELS TYPICAL ROOF NOTES: Scale V.4" = 1'-0" — Overhangs shall be l'—O" unless otherwise noted on this sheet — Roof pitch shall be S:12 unless otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTiONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings fi rior to construction for layout and uplift verification — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction — Contractor to provide the Architect with truss shop drawings including ALL truss cut sheets showing ALL truss reactions prior to START OF: FOUNDATION WORK for Strapp and footin size ON ANY — TRUSS DEFLECTiON SHALL N2 T EXCEED 0.5 ON ANY TRUSS. C �, QQ o v UDC c o° o 2 Q U Coo) O C N N v C � 00 00 E I I O � � O pip prp � # N Q,i i p N N Cr Z �sweF � "rw � � E IJL � n z � O Q O A� O U �. Digitally signed z � by Daniel R. Q OF5. Braden LO Comm # Date: 2020.12.17 111 2 O —18 6 1 (1•m•49 -(1S'nn' W Copyright C