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HomeMy WebLinkAboutHodson Plans - SignedL— J 45 bar vert. w/ SEE TYPICAL 30" overlap at each filled cell SECTIONS 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 �lil N — 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 1*5 rebar at 8" o.c. each bottom steel. 6" 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 Southeastern Metals 24 ga 5v Crimp Metal Roofing (White) installed with 15 min. thermal barrier requirements. per product approval FLU 11115.1 over Folyglass self adhered roofing underlayment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof n Simpson HETA 20 or equal - PRE-ENGINEERED TRUSSES hurricane anchor at each truss at 24"o.c. TYPICAL with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 1810lbs. uplift 5 1.2 ( shop drawings bg manufacturer ) Prefabricated aluminum gutter shop drawings by Mfg on Galv-Alum fetal drip -� 2.5 5/8" drywall with smooth finish 12 on 2" x C fascia b p - I/2" thick stucco on 3/8" hi -rib lath ^ attached to horizontal and vertical wood 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 1/2" dr wall over I" x furring $1 strips a 14" o.c. with R4.2 fgfoil insulation on typical 8" Block walls is All dr wall per FBC 102.3.1 and y P shall meet all pertaining ASTM codes. Mortar to be Type IiMli only. Provide Dur-O-Rock at alf wet areas (ex. showers, tubs etc...) Fill cell with concrete and 5/8" thick light textured 9 stucco on typical concrete block construction (1) 45 bar vert. (typical). Max. spacing shall not exceed 32" unless otherwise noted see foundation plan notes for spacing at openings 45 bar vert. w/ 30" overlap 1/2" expansion joint at each filled cell base board 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over - clean compacted termite treated fill min. Grad e U-E-7 9�1 CV-7-7-77-4, 1�1 1111-'. I I 3 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 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location .rs i. .N.y, r t• Double Filled Cell Column NTS Digitally signed k Daniel R. Braden Date: 2020.11.18 15:20:15-05'00' K9411 ° a o o o °off AR 97770 04 i (r CV I N I I co 1 o o! I v QC �O V QN-0 1 I QOD� u(Y Q U n� IL � < C 12bo `>oocn}'O CNN vO C 00 00 E IL o MOD (a # N Q,i '0 N N 2 1p to U N N Q3 a- +11 ` 4J Uj 0- 4 U rr�-T F U Q3XFU ELIL 1� < ~ !L I L �- � N O W coO O U— W U z �. W OF S. Q LO Comm # W 20-186 W Copyright ©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 441 I-1 � $I L31I, I- TRUSS BRACING NOTES to andand rods to the t nor: e in - install first ran of 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 uractwes plans iical splice ,Lath bracstg to tress chord ig (2) IOd nark in all atio s x 4' wood bracstg 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 IPLP) (PLP) (PLP) L22 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 MIANUFACTURER — 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. I"xL"PTFI 5" pref abrleate aluminum gutter SEE WALL SECTIONS FOR WALL CONSTRUCTION AND STRAPPING Zero Lot Line Overhang Scale : 1" = I'-O" C �, QQ o v UDC c o° o Qag770 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 v7 LLI O A� O Z 04. LLI U Digitally signed