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HomeMy WebLinkAbout2308 Sanford Ave 13-1860 (new sfr)IVC2 e4 -x +- CITY OF SANFORD JJL' BUILDING & FIRE PREVENTION IERMIT APPLICATION Application No: 6 V.- Documented Construction Value: $ Job Addieis5:"�'.<.'V�,,I-%riI Ave i Historic District: Yes 0 No Parcel ID: 12-30 7- 006X) --6,7,; 4 Zoning: Description of Work: _5 F per. Plan Review Contact Person: 9 , cl'�O_d. 1.56 _tL CC, Title: P Phone: -131 "1 (3.�Jt Fax: + 6 -7-3 E-mail: -4�7 -355V-75` 7 Property Owner Information Name Phone: qo'773_5`L'75'f;;;' Street: 'P(2,6oK - Resident of property? : AD City, State Zip: _6 il i edy EEL- 34� 76 ­,� Contractor Information Name Phone: Z/0-7 - 5''i--7? 1' Street: 1 r, t Fax: &'7- 3 78 7 City, State Zip: /*,) V i &_dfjC_&, 39_7 4-, � 4, State License No.: 0 Le -0 15) ILA Name: Street: City, St, Zip: Architect/Engineer Information Phone: Fax: E-mail: Bonding Company: / "-? , Q Z ao7 30 6 Mortgage Lender: Address: 4g e". 'r- -2'sL CfL,'42 Address: 1161 z de o r - zel PERMIT INFORMATION Building Permit M J Square Footage: Construction Type: -No.ofStories: No. of Dwelling Units: __ Flood Zone: X Electrical 11 New Service -No. of AMPS: /5'0 - Mechanical 0 (Duct layout required for new systems) UAJ L/ Plumbing 0 New Construction - No. of Fixtures: to Fire Sprinkler/Alarm 0 No. of heads: STRUCTURAL. NOTES I.) THIS STRUCTURE HAS BEEN DESIGNED iN ACCORDANCE WITH FBC 2010 EDITION WiTH THE FOLLOWING DESIGN PARAMETERS: GENERAL FOUNDATION NOTES WiND SPEED =139 MPH , ENCLOSED BUILDING , 1. Concrete footing4s shall have a compressive strength of IMPORTANCE/USE FACTOR "9 , VELOCITY PRESSURE =225 PSF not less than 2,500 P.S.I. a0 28 days. EXPOSURE CAT. "B" , SOIL BRA OF 1,800 PSF UNLESS NOTED OTHREWiSE , 2. All 4' concrete slabs shall have a compre gelve strength BLDG HGT LESS THEN 60 FT GUST VELOCITY OF 33.15 PSF of not less than 2,500 P,510 26 days. Slabs "Il be reinforced with 6x6 10/10 W.W.M. on 6 mil, vapor barrier ROOF DEAD LOAD In 10 PSF ROOF LIVE LOAD = 20 PSF over clean compacted termite treated fill. A ) ( A NO SHEAR WALLS , THE GCp SHALL BE (+)3132 PSF 4 C-)33.93 PSF 3. Reinforce footings with 05 bars as indicated. All bars shall--- 10' 4S' 10' be deformed, shall conform to ASTM serial designation A305, 2.) WINDOWS, DOORS, AND GARAGE DOORS TO BE DESIGNED 70 MEED be clean and free of rust 4 scale. Splices shall overlap 25' Min. THE FBG. 4. ■ Denotes Filled Cell W/i 05 vertical. Max. Dowel Spacing To 30" x 30" Cont. Pad 16" Deep 8'-0' O.C. Ul/ (3) 05 Each Way 3.) ALL FLOOR SLABS TO BE OF 2,500 PSI CONCRETE PLANT MIX MIN. 4" 5. Extend slab 1-1 1/2' at door openings. ■ ■ ■ ■ ■ r _ - - _ T _ THICKWITH FIBER -MESH REINFORCEMENT ON 9, MIL. POLY. VAPOR- r _ _ _ - ---- r--------------------------------------------------- � BProvide Turndown BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL. 6. Extend slab 1-1 1/2' and recess 3/4' for sliding glass door track$. r J I - Footer W/ 1 a 5 RbarL -t. , 4.) FIBER -MESH REINFORCEMENT - FIBERS SHALL BE i/z" TO 3/4" Concrete a whe a units may be substituted for brie finish below I I COLLATED POLYPROPYLENE FIBERS, REQUIRED DOSAGE RATE finish grade where applicable. ( I I ■ I SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE S. Contractor shall verify all dimensions and fixture locations on site I I I I USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOM- before pouring of concrete slab. I Provide T ndown MENDATIONS AND WITHIN THE TIME SPECIFIED IN "ASTM G94 "TYPE MISSING DOWEL Footer W/ i 5 Rebar I I ELEV. III 4.13 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF Pre -Drill 3/4' Hole Minimum Embeddment 5'. Remove Any And All 5A,F.F1 ( I I - " COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD Dust From Pre -Drilled Hole. Add Two Part Epoxy As Per I -�' ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL Manufacturers Specs. Place Clean 05 Rebar Into Pre -grilled 16' I /ELEV.-0'5"A.1F.F.BE FOLLOWED WHEN USING FIBER -MESH CONCRETE.I Hale Filled With Epoxy. Turn Rod Slowly Until Rebar Hits Bottom. I I 5.) CONCRETE MASONRY UNITS SHALL MEET "ASTM C90 " Do Not Disturbed During Set Time As Per Manufacturers Specs. I I I I FJ 6.) MORTOR TO BE TYPE "M"OR "S", GROUT TO BE 2,500 PSi Is 28 DAYS. I 1.) MASONRY CLEANOUTS REQUIRED 0 GROUT GREATER THAN FiVE (5) B I I 24" x 24" Cone. Pad Ib" Deep I w/ (3). 43 Each Way FEET IN HEIGHT. I 20' I I I S.) REBAR TO BE M 5'6 GRADE 40, WITH MIN. LAP OF 25". USE "L" BARS I I I e CORNERS AND STANDARD HOOKS a CHANGE IN DIRECTION. 9.) UPLIFT CONNECTOR'S TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 10.) EPDXY ANCHOR ALTERNATIVE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE MIN. HOLE DEPTH 1/2 to 3/411 9,11 %II ij8a -1" 3/411 1u $u AFTER HOLE IS DRILLED, ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD TO BE MIN. A3& STEAL AND FREE OF DIRT OR GREASE. LOAD ON ROD CANNOT BE APPLIED UNTIL 12 HOURS AFTER INSTALLATION. 2 COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 4' 24' 16' ■ ■ ■ ■ I I I --_1 I I Provide Turndo i I Footer -W/ 1* 5 Reba J I I ELEV.-O'S'A,F.F. I ELEV. O'O'A.F.F-. I I I I I C50 I I I " I ■ I Provide Turndown // / I C Footer W1 1 0 5 Rebar / At interior- Garage Walls (Typ.) I ----- .-. -_. --- 2 ° SLOPE ----------------- LOPE fir` I I Ilk. 3`VL Of- W0015TRUCTUIRAL NOTED' lo' I 1.) ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS NOTED 15ELOUJ/ I ■ 24,,4. 22'-4' S' DAMAGED WOOD NOT TO BE USED, I ALL RU A STRUCTURAL LUMBER SHALL BE SPF (SPRUCE 02 OR 4' ( I � ELEV.-O'S'A.F.F,31 i 2.) � -- - --- ---�� BETTER UNLESS OTHERWISE NOTED. (F'RE-ENCS. TRUSSES EXCLUDED) L _ __ _ - - - _ - _ _ _ - - - _ - - -t- I- - - - -- -- - - - - - - - - - - - - - - - - - - - 00 ■ 3.) $TUDS TO BE LOCATED WITHIN 5" OF ROOF TRUSS LOCATIONS. 11% st 4.) END JOINT iN STRUCTURAL DOUBLE TOP PLATE TO BE OFFSET AT LEAST 4". STRUCTURAL DOUBLE PLATES TO BE NAILED 0 6" O.G. 5.) PLYWOOD OR OSB. WALL SHEATHING NAIL PATTERN TO BE 10d 6" END, 12" FIELD UNLESS OTHERWISE NOTED. 90 NUMBER OF HEADER STUDS AND ADJACENT FULL LENGTH STUDS PER WALL AND HEADER STUD REQUIREMENT SCHEDULE. 1.) MAX. i" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 8.) DBL. STUDS a EA. END OF SHEAR WALL. 9.) WHEN ANCHORING MULTIPLE WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE CENTERED. 10.) NAIL PATTERN -DOUBLE PLATE 12" O.C. OUTSIDE SPLICE ZONE ( SEE NOTE 4 ) -DOUBLE STUDS a 12" O.C. -DOUBLE OR TRIPPLE HEADER a 6" O.G. 'm EDGE e 12" O.C. INTERMEDIATE. -HEADER TO STUD a 4" O.C.EA. HEADER MEMBER -STUD TO TOP OR BOTTOM PLATE : (2) irod THRU PLATE OR (2) 16d EA. SiDE TOE -NAILED TO PLATE. 11.) ROOF SHEATHING TO BE MIN. 15/32" PLYWOOD OR 1/1,6" O:S.B. NAILED PER ROOF NAILING PATTERN DETAIL. 12.) FLOOR SHEATHING, IF APPLICABLE, TO BE MIN. 23/32" PLYWOOD NAILED a 6" O.G. a EDGE AND 12" O.G. INTERMEDIATE. SEE WALL SECTIONS FOR DETAILS 13.) AL FLOOR TRUSSES TO BE END BLOCKED 0 BEARING LOCATIONS NAILING SPECIFIED TO BE APPLIED BY NAiL GUN OR MANUALLY. 4" CONC. SLAB -- 14.) TRUSS BRACING PER TRUSS MANUFACTURE'S DRAWINGS. 11 IN FOUNDATION PLAN all M.U. - 8" G.M.U. STRUCTURAL NOTES IMPORTANCE/USE FACTOR #1, WIND EXPOSURE B BUILDING CATEGORY II, INTERNAL PRESSURE COEF, .18 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE (RESTDENTIAL) FOR 01�� '"k'U`LT) AND 108 (VASD) MPH WIND ZONE ,. 0-0 11 IN FOUNDATION PLAN all M.U. - 8" G.M.U. 0 r r i cv A \Q IL SEE WALL SECTIONS nl X� Z FOR DETAILS Z Q- ,. 0-0 F- � U FINISH FLOOR Q Q to FINISH FLOOR LEVEL V _ J -L 4" CONC. SLAB cp (2500 P.S.0 W/ cA FINISH G DE 6x6 10/10 W.W.M. OR FIBER 8" GRADE >a MESH AND 6MIL.BARRIER\��/ rFINISIH. - CLEAN COMPACTED FiLL `-MONOLITHIC FOOTING a 95`/, STANDARD DENSITY V-4" W/ (2) *5 DIA. RODS CONT. AND TERMITE TREATED ON CHAIRS r""� EXTERIOR MA50NRY WALL FTG (ONE STORY) L-- SCALE: 3141: i'-®" 1: gUi1.DING DIVISION SANFOR THESE PIANS ARE REVIEWED AND CONDIT ON L EDE ACCEPTED FOR �FRMIT. A ISSUEDPWIMH TI{EWORK ° S10N TO PROCEED.ALTER OPENED PFRMi:'. A ND NOT ��� Ati�'r�ORfCY TO VIOIAYE• CANCEL, ICAL �, E. �;NY OF THE PRO`ISIONS OF THETVENNTHE OR SEI As Sri AEI. IS5t1 ANCE OF A pE SRI REDUIRING A CODES, NOR gUlEDlr,IO OiVIS10N FROM TTHE PIANS; CONSTRUCTION CORRECTION OF ERRORO A IONS OF THE CODE. OR OTHER VI \'\\ CLEAN COMPACTED FILL ;\ `- MONOLITHIC FOUNDATION e 959,o STANDARD DENSITY 1'-4" AND TERMITE TREATED W/ (2) M5 DIA. RODS DONT. R BORAX CARE ON CHAIRS .R EXTERIOR MA50NARY WALL 19 GARA E SCALE: 2x8 P.T. NAILER (EXCEPT W/ FRAME) 3/4" RECESS IN $LAB 4" CONC. SLAB (2500 P.S.I) W/ 6x6 10/10 W.W.M. OR FiBER FIN. F MESH AND 6 MIL. VAPOR BARRIER 40' 19' '3009 3Hl 30 SNO10101A 010 HO NI0110(iH1SN09'SNV1d 3H1 NO SHOW 3A a 01133 H03 tl 9NIHI(1D3H 1311tl333H1 WtlHf1SS1011tlHS HON'83009 31HI IN3A3Hd 11W83d V 30 3ON IVOINHO313HI JO SNOISIAM 3H130 ANtlSd ION ONtl 19V 13S O H311tl'13ONtlO'31tl101QR01 11NpiSSI�VIl3d O3W330 NHOM 3H1 H11M 0330 32 IMS 11W113d 0311S51 tl *11WH atl SNtl1dBOA 13S3H1 Al1tlN0111ONO3 ONV OM31A3H 3 1401SIAIG WON 080ANVS 8" C.M1.I. OR 11 1/4" OR 2 x FRAME WALL 2 1/2" LARGER BEYOND THAN FRAME WALL EXPANSION JOINT - / SLOPE TO R/W CLEAN COMPACTED FILL e 95% STANDARD DENSITY AND TERMITE TREATED C GARAGE DOOR REGE SCALE: 114% I'-0' -� 71` MONOLITHIC FOUNDATION W/ ('2) 05 DIA. RODS CONT. ON CHAIRS 51LL (ONE STORE') (P� H 0 r r i cv A \Q IL 6► nl X� e � 1! l IU .. ,. 0-0 U W H U t0 W � n u= F- � U � Q Q to V J -L 0 ROOF PITCH PER ELEVATIONS AND ROOF PLAN 12 ARCHITECTURAL SHINGLES ON 30 (Io, ROOFING FELT OVER STRUCT. SHEATHING (SEE PLAN). R-30 INSULATIEN----,, GALV. MTL, DRIP 2'x 6" FASCIA — ALUMINUM SOFFIT ALUM, VENT lx2 BLOCKING CEMENT FINISH - SEE #5 VERTICAL REINF, CONTINUOUS FROM 50NO BEAM To FOUND. (SEE PLAN) #5 VERT. (SEE PLAN IL % 4 to 0i 01-0ll FIN. FLP_ FINAL GRADE SAG I NALGRADE SAG RESISTENCE DRYWALL AT INTERIOR AND EXTERIOR PRE -ENGIN RED TRUSSES AT 24" O.C. EA. SIDE ME040 "", P EA. TRUSS 05L. 2068 - 2e66 WT CONT, TIE I EAM FILLED WITH CONC. AND .-#5 CONT. 1x2 FURRINI-3 STRIPS PRE -CAST L.INTEL \41 1/2' DIA. EXP. BOLT 20&0-3080 1/2' DRYWALL 2 w Simp 45U(ofo Simp' ALUM, FRAM WINDOW 5 SEE MANUF. SPEC'S FOR I ROUGH QPEi,IINGS F M PRECAST CONC. SILL 4.2 FI -FOIL INSUQATION SEE- FD' PLAN FOR DETAILS one, story Typ. 1„la sora rSection�4 Wa I I SEE ROOF FRAMING *SIMPSON' LSTA MIN 6' 777-777 T77 i,j DOOR SIZE 75' EA. SIDE ME040 5 ill 2-2x12 SYP W\ 05L. 2068 - 2e66 1/21 OSB FLITCH 31 PLATE 3065 W/ (1) SIDE LITE 6x6' POST 3 'SIMPSON' ABU66 POST PAD onnect PostsTo a lfer f -t \41 1/2' DIA. EXP. BOLT 20&0-3080 MIN, 6' EMBED 6- MIN, OR MFR'S SPEC'S WHICHEVER IS GREATER PORCH- ;z;);__AM 4 POST 5FECTION 3/411 4' X I % 41 16' 4/ Connect Posts To W/ Simp A51Ubb Connect Post To w/ 2 Simp LSTA24 Wxro' P.T. Post (T pol 16, GARAGE 9'4' CLG. AMC AC -W w x 54 23'-8` 10, 45' Ream Td 15a 6# (2) 2x12 w/ "1211 Flitch Beam (T�p.) r REAR PO H 9'X' C G. Connect Beam To Masonry W1 7-4' Simp. MBNA 3BDO/ 11.08 (Tgp.) �V2 (T'P.' CH C G. 9 GREAT ROOM 1 9'4!' CLG. rTf--- S 10'-6' 1111"Wo 15' 81-10, BRK. NOOK to 5' 94' CLG. 30-4# DOOR OPENINGS (ALL BRANDS) 1x4 P.T. WINDOW BUCK UJ/ WOOD CASING TAFNCONS AS PER SCHEDULE THRESHOLD Hill HOLLOW MTL. DOOR SILL T� FINISH PER, ELEVATION #5 VERT. BAR ON POURED CELL IF SHOWN ON FLOOR PLAN, JAMB AT EXTERIOR DOOR P.T. 2x6 WOOD JAMB ANCHOR TO BLOCKT RACK 48' O.C. W1 14�2'OxI3 LG A.B.C. 1' 2' TRIM FINISH PER, ELEVATION #5 VERT, BAR ON POURED CELL. JAMB AT GARAGE DOOR FLOOR PLAN SCALE 1/4' = I' 1BUCK: 1x4 F.T. 5.Y.F. CSTUP GRADE) FASTNER5: '14' " X 2" TAFCON (111/4" EMBED.) OR 30ro" X 21/2" TAFCON (11314" EMBED.) 31 10, DOOR SIZE 75' EA. SIDE ME040 FLOOR PLAN SCALE 1/4' = I' 1BUCK: 1x4 F.T. 5.Y.F. CSTUP GRADE) FASTNER5: '14' " X 2" TAFCON (111/4" EMBED.) OR 30ro" X 21/2" TAFCON (11314" EMBED.) 31 10, (2) 2x12 w/ /2 FOYER Flitch Beam (Tqp.) xr 911C Ma. 3l 6'-6"%O J 4f - BED RM. 3 9',f' CLG. I 3' FASTNER SCHEDULE DOOR SIZE MIN. 0 FSTNRS. EA. SIDE ME040 5 ill tBUCK 05L. 2068 - 2e66 DININCT RM. 31 2 3065 W/ (1) SIDE LITE 3 3 3066 W/ (2) SIDE LITES onnect PostsTo a lfer f -t 3 20&0-3080 9'47 C LG. 2 w Simp 45U(ofo Simp' 4 3 5 5 Co -t Post To 5d I F M wl 2 imp LSTA24 wl 2 Im I ri Q r lrobb-xb P.T. Post (Tqp 14' Connect Beam To Masonry W1 Simp. M15HA 3.50/ 1126 (Tqp.) 31-6& P -6N ORCH 9'4!' CLG 10'- 4' Beam To 15e/ 1 ' (2) 2x12 w/ /2 FOYER Flitch Beam (Tqp.) xr 911C Ma. 3l 6'-6"%O J 4f - BED RM. 3 9',f' CLG. I 3' FASTNER SCHEDULE DOOR SIZE MIN. 0 FSTNRS. EA. SIDE ME040 SINGLE DOOR tBUCK 05L. 2068 - 2e66 2068 - 3068 31 2 3065 W/ (1) SIDE LITE 3 3 3066 W/ (2) SIDE LITES 3 3 20&0-3080 3 2 30w W/ (1) SIDE LITE 4 3 5 5 ,Z — -q T_ FASTNER SCHEDULE DOOR SIZE MIN. 0 FSTNRS. EA_ SIDE AD 0OU5LE DOOR Entry tBUCK 05L. 2068 - 2e66 3 3 DBL. 3065 4 4 DBL. 3068 W1 (2) SIDE LITES 4 5 DBL. 2080 - 2680 4 3 DBL. 2880 - 3080 4 4 DBL. 3000 U)/ (2) SIDE LITES 5 5 ,Z — -q T_ I B080 W/ (2) SIDE LITES J_4 1 3 A 1X4 P.T. BUCK W/ TAPCON FASTENERS 20, Sh 26 BED RM. 2 9t-6jr 9',f CLG. 50-0& 3 19, LIVIWG S.F. MA - MIN. ENGINEERING 5FEC5. MASONARY WIND LOAD FACTOR: -34.1 LBS. PER SQ. FT. 0 PENF OPENING +25.c3 L56. PER 5Q. FT. DOOR LOCATION MAY BE AT ANY POINT ON A WALL I-EADER uEApE1ex Entry tBUCK FASTENER REQUIRED TO BE WITHIN 411 OF BUCK END 160 SP Tota I Area NO CLOSER THAT 2" FROM BUCK END }N C4 If 0 Cq :1 x (L 4 IL SIDE 0- 15ur-K FASTENERS TO 15E SPACED EQUALLY W 4 FULL EMBED. OF SCREW HEAD INTO BUCK DOOR BUCK TO BE MIN. OF 3/411 T44K 000p, . x OPNG. ,Z — -q T_ F I ri 20, Sh 26 BED RM. 2 9t-6jr 9',f CLG. 50-0& 3 19, LIVIWG S.F. 11336 5F Garage 5&4 6F Entry 210 8F Porch 160 SP Tota I Area 2890 SF A I -n" O (D . 41-O (D 0 < (D /(D 1 3 A 0 no 41 -Op ROOF SHEATHING NAILING ZONE NOTES ROOF SHEATHING NAILING PATTERN ZONE@ i USE 8d RING SHANK @ 6-1 O.C. AT EDGES AND 121 O.C. INTERMEDIATE ZONE 0 USE 8d RING SHANK 6 O.C.(ALL FIELDS) ZONE (D - USE 8d RING SHANK 4- O.C.(ALL FIELDS) WALL SHEATHING NAILING PATTERN USE 8d RING SHANK... PANEL EDGES 4' O.C. AT TEARFUL SEGMENT& 8' G.C. INTERMEDIATE ELSEWHERE: PANEL EDGES 6" O.C. 12' O,C,INTERMEDIATE 1/2' GYPSUM CEILING 1 Use 5d Nails @ 7' on center SECOND FLOOR NAILING - 8d @6' O.C. Edges (glue & nail) 121 O.C> Field 40' IP (p r 01 (a in r LL tai x 0 IF, N lU lu 0 }N C4 If 0 Cq :1 x (L 4 IL N F :3 W 71 Q lu I q U Q Q' mai � r , m , m XO r r ui �� 0 N cool u= x �t u d) w u= CD tu ul u a � Q (P 0 r r � IL m Xp @ 0 Q �1 w t .. .. 0}r ad Q lu0 u l " Q lu0 16' 24` co Ln b © © I (1J ALL ROOF TRUSS HANGE"RS ARE SIMPSON HUS26 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED ❑THERWISE. 1/16" 055. SHEATHING ( SEE NOTES FOR NAILING PATTERN ) SEE TYP. WALL SECT.------�, FOR EAVE DET'LS 2x4 STUDS a I6" O.G. EXTERIOR FIN. SEE ELEVATION 1/16" OSB. SHEATHING NAILING- PERIMETER- 6" O.C. INTERIOR 12" O.C. UNLESS NOTED OTHERWISE ETA* AT 48" O.C. 2X8 1".T. SOLE PLATE W/ ley "* A.B. 0 32" O c. W12"(0 WASHER E MIN 6" EM5ED CONC. LINTEL BLOCK CONC. FILLED W/ (1) M 5 REBARS. CONIC. 5LOCK WALL SEE NAILING SCHEDULE 21' 19' Ln o�r Connect Ea Truss End To Masonry W/1 Slap, META18 2X4 BLOCKINGS s 48" O.C. TIE BACK TO IST. TRUSS I6" MAX. NAILED W/ 2-Irod 0 EA. END 2x4 X -BRACING= 6 MID SPAN AND AT 4'-0" O.G. ANGLE NOT TO 5E LESS THEN IzYF 60 DEC's NOR GREATER THEN 45 DEC's ROOF TRUSSES SEE ROOF PLAN NOTE: W/16d AT 8" D.G. IF HEIGHT EXCEEDS 4'-0" AT vERT's IN GxA5LE TRUSS PLACE 2x4 "T -BACKS" AT EACH VERT. — (2) 16d TOE NAILED TO EA. 50TTOM CHORD Ix4 RAT RAGE 0 8' D.G. MAX. SEE TYPICAL WALL SECTION FOR NOTES NOT SHOWN $i4" « 1'-0'1 Connect Ea. Truss Enol To Frame 'x/01 S►r)p MTS16 2x4 NAILERS' END NOT EXPOSED TO WIND Frx6 FRAMING 2'-0' O.C. �SHEATHING1/2' PLYWOOD FRA2x8 RIDGE BOARD--� .,.,.,M,.,I..NG NOTEi BUSSES BELOW SHEATHED 1- TRUSSES TO BE SHEATHED PRIOR TO VALLEY FRAMING HOR TO VALLEY FRAMING INSTALLATION 2- CONN, 8x4 NAILER TO ROOF W/2- 1/4' 0 X 3 1/4' LAG SCREWS @ 48' O.C. - TO EVERY OTHER TRUSS OR RAFTER 3- CONN, 2x6 VALLEY FRAMING TO CONT. 2x4 @ ONE END AND 2x8 RIDGE BOARD @ OTHER END USING SIMPSON A-35 FRAMING ANCHOR (OR EQUIV.) No. 19 SP VALLEY 4- ATTACH 2x4 VERT. SCAB TO 8, 12' AND 16' VALLEY FRAMING FRAMING (TYP.) SPACED @ 48' O.C, MAX, AND CONN, W/4 16d NAILS @ TOP AND HURR. CLIP A34 @ BOTTOM S- VALLEY SECTION SHEATED AFTER FRAMING GE BOARD RIDGE OR HIP VERTICAL SCAB r 4S" O.C. (MAX.) W/ 4-10d NAILS A TOP AND HURR. CLIP a 5OTT. 2x6 RAFTER SIMPSON A35 EA. RAFTER 24" O.C. 4-106 NAILS FRAMING ANCH \-4-10d TOE NAILS SIMPSON A35 + @ RIDGE BOARD END e0 EA. END VERTICAL SCAB TRUSSES OR RAFTERS. BEVEL OUT (TYP.) CONT, 2' x 4' NAILERS (TYP.) (2)1/411 0 x 3 1/4" LAG SCREWS 8 48" O.G. SEGTfDN U p� \— TO EVERY OTHER TRUSS OR RAFTER FIELD FRAMED VALLEY DETAIL DRYWALL CEI SIMPSON A34 � .:...,_CONT. 2'x4 LAID FLAT ))/4" 0 x 3 1/4" LAG SCRELUS a 48" O.C. TO EvERY OTHER TRUSS OR RAFTER V9 (P di r M IF ; 111 � dl ^X p VnN CA � 4 M 0 �' r t Q ., U lu M 04lu Q ., 0 Q Q fe `t lu �Y U— L 17 L 4 L 4 T. LINTEL SCHEDULE LINTEL NO, LENGTH Cast Crete L 1 2'-10' 8F16—IMT L 2 3'-6' 8F16-1B/1T L 3 4'-0' 8F16-1B/1T L 4 4'-6' 8F16 -111/1T L 5 5'-4' 8F16-1B/1T L 6 5'-10' 8F16-1B/1T L 7 6'-6' 8F16-1B/1T L 8 7'-6' 8F16—iB/1T L 9 9'-4' BF16-IBM L 10 10'-6' BF16-1B/1T L 11 11'-4' 8F16-1B/1T L 12 12'-0' 8F16-1B/1T L 13 13'-4" 8F16-1B/1T L 14 14'-0' SF16-1B/iT L 15 14'-8' BF16—IBM L 16 15'-4' 8F16-1B/1T L 17 17'-4' 8F16-1B/1T L 18 19'-4' BF16—iB/iT L 19 21'-4' 8F16-1B/1T L 20 22'-0' SF16-1B/IT L 21 24'-0' 8F16-1B/1T L 22 4'-4' 8RF14—OB/1T L 23 7'-4' 8RF14—OB/iT L 24 13'-4' SRF14—OB/1T L 25 6•_g• 8RF14—OB/1T —#5 RBCU REQ 13P 1-1/2' CLEAR SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U—LINTELS a 4A,7V7 I NLIRP;L YAI—UL DT =A r L11C tIMM w r aCLY KMOr c GRAVITY GRAVITY UPLIFT ti LATERAL j.ENGlIi TYPE 8U8 WO -098F12 -OB 16 -OB WBO-0 24-028-0 -0 32 -OB 8F8 -IB SF12-1B OF16-19 OF20-1B OF24-128-1 32-19 2'-10'(34') PRECAST 2302 3166 4473 6039 7526 90040472 6890 11936 3166 4473 6039 7526 900410472 11936 3'-6'(42') PRECAST 23023138 2782 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4'-0' (48') PRECAST 2029 2325 2646 2496 4473 3467 6039 4438 7526 5410 9004 6384 10472 7358 11936 4'-6'(54') PRECAST 1651 1787 1913 2657 3403 4149 4896 5644. 2170 4027 6039 7526 9014 10472 9668 5'-4' C64') PRECAST 1184 1223 1301 1809 2317 2626 3336 3846 1665 2889 5057 60% 5400 6424 7450 5'-10'(70') PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 $458 4437 5280 6122 6'-6'(78') PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 7'-6'(90') PRECAST 767 1029 1675 23@5 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9'-4' (112')PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10'-6'(126') PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 11'-4'(136') PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'-0'(144') PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13'-4'CI60') PRECAST 362 427 726 1028 1331 1635 1,224 1418 485 748 1076 1438 18% 2343 2920 14`-0'(16$`) PRECAST 33$ 381 648 919 1190 1462 1087 1260 455 700 1013 1335 1714 2153 2666 14'-8'(176') PRESTRESSED N.R. NR NR NR NR NR NR MR 465 765 1370 2045 2610 3185 3765 15-4' (184') PRESTRESSED N.R. MR MR MR NR MR NR MR 420 695 1250 1855 2370 2890 3410 17'-4'(208') PRESTRESSED N.R. MR NR MR NR MR NR NR 310 530 950 1400 1800 2200 2600 19'-4'(232')PRESTRESSED N.R,NR 165 165 NR MR NR MR NR MR 240 400 750 1090 1400 1720 2030 21'-4'(256')PRESTRESSEDNR N.R. 186 212 NR MR NR MR NR MR 183 330 610 940 1340 1780 2110 22'-O'(264')PRESTRESSED N.R. i(R NR MR NR MR NR MR 160 300 570 870 1250 1660 1970 24'-O'(288')PRESTRESSED N,R,MR 312 NR NR NR NR MR MR 130 240 470 720 1030 1350 1610 8" PRECAST W/ 2" RECESS DOOR U—LINTELS C*a� I NLIRP;L YAI—UL DT =A r L11C tIMM w r aCLY KMOr c GRAVITY UPLIFT ti LATERAL TYPE ILENGTH OBEs -1311 OW10-13 W14-01 10W18 -0 OW30-0 ef0.6-18 e&Fi0-111 owl4- owls- 8RF22- -to OW30- 4'-4' (52') PRECAST 1489 1591 3053 2982 39541 4929 5904 6890 1827 3412 4982 6472 7947 9416 10878 4'-6' (54') PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 1 4982 6478 7947 9416 1 10878 5'-$' C68') PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 5'-10'(70') PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 6'-8' (80') PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 4100 6730 8177 6707 7'-6' (90') PRECAST 665 761 1357 2252 1958 2451 2944 3439 "1377 764 1377 2329 3609 5492 6624 5132 9'-8' (116')PRECAST 371 420 834 1253 1071 1342 1614 18% 535 928 1497 2179 2618 3595 2875 8F8-1B/1T TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 816-1B/1T NOMINAL WIDTH) i LQUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP � r 8F8-0B/1T 8" PRECAST & PRESTRESSED U—LINTELS RMWLL VAI.:UC NT CMA rUK WCMCR w VJX4..Y Mr -=MK 8" PRECAST W/ 2" RECESS DOOR U—LINTELS I NLIRP;L YAI—UL DT =A r L11C tIMM w r aCLY KMOr c UPLIFT UPLIFT ti LATERAL TYPE LENGTH 8F8 -1T 8F12 -1T 8F16 -1T 8F20 -1T 24-1T OF29-1 32-1T 8U8 8F8 8F8 -2T 8F12-2 16-2 -27 W24-2128-21 WW -27 2'-10'(34') PRECAST 2727 2878 4101 5332 6569 7811 5 2021 2021 2727 2784 3981 5190 6407 7630 8857 3'-6' (42') PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 4'-0' (48') PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 4'-6'(54') PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5'-4'(64') PRECAST 13930 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5'-10'(70') PRECAST 12720 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 6'-6' C7$') PRECAST 11410 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 7'-6'(90') PRECAST 9590 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9'-4' (112')PRECAST 8010 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-6'(126') PRECAST 7160 496 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'-4'(136') PRECAST 6660 439 696 999 1104 1309 1515 363 556 666 535 90S 1295 1595 1896 2199 12'-0'(144') PRECAST 607` 400 631 916 1001 1186 1372 340 494 631 496 818 1209 1514 1799 2086 13'-4'CI60') PRECAST SOON 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0'(168') PRECAST 4580 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-8'(176') PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 15'-4'C184')PRESTRESSED 229 228 278 329 430 542 553 791 677 1072 801 1381 925 1676 N.R, 327 17'-4'(208')PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 974 1121 1389 19'-4'(232')PRESTRESSED 165 165 207 239 313 383 401 550 490 736 578 940 667 1160 N.R. 204 21'-4'<256')PRESTRESSED 145 142 186 212 278 336 356 477 433 635 512 807 590 993 N.R. 172 22'-O'(264')PRESTRESSED 140 137 180 205 268 322 343 457 418 607 493 771 568 1 947 N.R. 161 24'-O'(288')PRESTRESSED 127 165 244 312 380 447 1 515 N.R. 135 124 186 290 408 538 680 833 RMWLL VAI.:UC NT CMA rUK WCMCR w VJX4..Y Mr -=MK 8" PRECAST W/ 2" RECESS DOOR U—LINTELS 8RF14-1B/1T I NLIRP;L YAI—UL DT =A r L11C tIMM w r aCLY KMOr c UPLIFT ti M' LATERAL TYPE LENGTH 9w6-iT WO -IT SW14-1 sitne-1 eRF22-1 8kF26-1 OW30-1 8RU6 8RF6 9Wfi-eT SWIS-2 14-"2 $11!"10 26 30 4'-4" (52') PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 ' 2339 3170 4008 4850 5696 4'-6' (54') PRECAST 1192 1507 2311 3121 3937 4756 5577 853 053 1192 1455 2240 3036 3837 4643 1 5453 5'-8' (68') PRECAST 9240 1172 1795 2423 3055 3689 4325 Sol 501 924 1132 1741 2357 2978 3603 4230 5'-10'(70') PRECAST 8960 1138 1742 2352 2965 3581 4198 469 469 8% 1099 1690 2288 2891 3497 4106 6'-8' (80') PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 778 1 956 1468 1987 2509 3035 3563 7'-6' <90') PRECAST 688 697 1325 1810 2280 2753 3227 7LO 941 688 849 1302 1762 2225 2690 3157 9'-8' (116')PRECAST 5330 433 808 1123 1413 1704 1995 516 614 533 527 1009 1369 1728 2088 2450 8RF14-1B/1T J � I NLIRP;L YAI—UL DT =A r L11C tIMM w r aCLY KMOr c ti M' C.N.U. ' GROUT MATERIALS GENERAL NOTES Provide full mortar head and bed ,joints. ;o #5 REBAR AT BOTTOM 1. f'c precast Untels = 3500 psi. 1. ' ;i :•v%moi �';".i •fit' w:.� :'%;, n., :.;•.�.:s;" ''•."�„ BOTTOM REINFORCING 3. f'c grout = 3000 psi w/ maximum 3/8' aggregate. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate Oj 4. Concrete masonry units (CMU) per ASTM C90 w/ vertical cell reinforcing and grouting. 8F16-1B/1T 8F20-1B/1T 8F24-1B/1T J � ti M' C.N.U. ' GROUT MATERIALS GENERAL NOTES Provide full mortar head and bed ,joints. ;o #5 REBAR AT BOTTOM 1. f'c precast Untels = 3500 psi. 1. 2. Shore filled Untels as required. • • [ LINTEL CAVITY 2, f'c prestressed lintels = 6000 psi. 3. Installation of lintel roust comply with the architectural and/or structural drawings. BOTTOM REINFORCING 3. f'c grout = 3000 psi w/ maximum 3/8' aggregate. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate 7-Sie• PROVIDED IN LINTEL 4. Concrete masonry units (CMU) per ASTM C90 w/ vertical cell reinforcing and grouting. (VARIES) minimum net area compressive strength = 1900 psi. 5. All Untets meet or exceed L/360 vertical deflection, except lintels 17'-4' and 8' NOMINAL WIDTH 5. Rebar provided in precast lintel per ASTM A615 GR60, longer with a nominal height of 8' meet or exceed L/180. Field rebar per ASTM A615 GR40 or GR60. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 6" Prestressing strand per ASTM A416 grade 7. 7/321 diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 270 tow relaxation. 8• Cast -in-place concrete may be provided in composite Untet in lieu of concrete masonry units. 7. 7/32 wire per ASTM AS10. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 8. Mortar per ASTM C270 type M or S. SAFE LOAD TABLE NOTES 1. All values based on minimum 4' bearing. Exceptions Safe toads for unfitted Untels must be reduced by 207 if bearing length is less than 6-1/2'. Safe loads for all recessed lintels based on 8' nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable toad on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8' Untels only. 7. The designer may evaluate concentrated toads from the safe toad tables by calculating the maximum resisting moment and shear at d -away from the face of support. 8. For composite lintel heights not shown, use safe toad from next lower height. 9. All safe loads in units of pounds per linear foot. PRE-GAST LINTEL ENGINEEfRING. PER CAST -CRETE.