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HomeMy WebLinkAbout827 Escambia Dr BR19-187 New construction SFH01 CL yr ae�CITY OF S-J�NFOIR.� u { m BUILDING DIVISION BSxraa11 "`\ PERMIT APPLICATION 00, Application No: PY- 0 - U D U /k 7 �-- Documented Construction Value: $ a0 . pU0 Job Address: �� C r� CCLYn G'k Vze, Historic District: Yes ❑ No© ParcelID: 3� ��/ �) -� iGJCD'Q)�� Residential 5Conitnercial ❑ Type of Work: New Ef Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Plan Review�-)tJ Contact Person: b Phone:. 4C `-q - y (t0 aX: Title: Property Owner IriirormatioYt Name h 1"1 . f ltf n Phone: Street: � L� 1 S`a-m'&- �`�`, Resident of property?: City, State Zip: A 16uyy LY e- 100 � Contractor Information Name AV,1'\ E`i `Ef ct' !'�cy� Phone: II Street: ,41 1i fO CGI.-t, _ A, Fax: ! I City, State Zip: '1 Irlec C •"lc•L 3;t7`U) State License No.: /V ( n Architect/Engineer Information Name: 1�L) Yw t,.ILo Street: I 0 ' c �l� A-ut� r jet City, St, Zip: DVj-e&0 ''-'-L- Phone: qc�t - `�r�a) - go%� Fax: E-mail: vc-bVel�- C2ri4.7v'o . e0tn Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN YOUR PAYING TWICE FOR IMPROVEMENTSTO YOUR PROPERTY. A NOTICE OF COMMENCEMENT' MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. I I LL TN nrmrii-cc C'DnT nl n\/AT rnm 34 �/� ZO------------Ld ,---- IP•I• ' 1 1028,60' (P) Q U' 1 E' 1 1 1 I 1 1 1 r REMAINDE1 EE LOT 18 12' ALLEY Per, Ordinance # (As Noted on County -Copy -of- Plat: - - -J.E, (Per P'- 37 (PH 5, PG. 76) 1 DESCRIPTION: THE EAST 112 OF LD'I- 18 AND ALL OF LOT 19, LESS THE SOUTH 12 FEET THEREOF, BLOCK 19, 2ND SECTI❑N SAN LANTA, ACC❑RDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 4, PAGES 38, OF THE PUBLIC RECORDS OF SEMIN❑LE COUNTY, FL❑RIDA, D, 4,38' 35.53' SITE COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE &11N-0—RQ E3UIL.U1(\JQ D1XjiOI\I 1 PERMIT I: SUFD SHALL BE CONSTRUED TO BE A LICENSE 1'0 PROCEED WITH THE WORK AND NOT AS AUf'HOHITY'I"O VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS. CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection revfalons I1-20-Ia 01-30-113 Q) N VJ �� U c() z L O [� -6 Q � a E 6 z to Gi E-' W o CO- �+ C�I m t; CO o � � � z P,U o® R O Qa�gaga' U) P- Q 'd v o ;5 0 � W O S_IJEET SITE I Design �0 GENERAL FOUNDATION NOTES 1. Concrete footincl s shall have a compressive strength of not less than 2,500 P.S.I. a 2a days. 2. All 4" concrete slabs shall have a comprehensive strength of not leas than 2,500 P.5.1. Q 2a days. Slabs shall be reinforced with &°x&' 10/10 W,W.M. on &mil, ya or barrier over clean compacted termite treated fill. Fibermesh Optional I'3oracare Termite Treatment O tional 3. Reinforce Footings with 45 bars as indicated. All bars shall be deformed, shall conform to A5TM serial designation A3o5, be clean and free of rust 4 scale, vplicea skull_ayerlap 25" Min. '� N Denotes Filled Cell W/1 5 Vertical. Max. Dowel Spacing To Be V - 0' O.G. 5. Extend slab 1-1 1/2' at door openings. �. Extend slab 1-1 1/2' and recess 3/4' For sliding glass door tracks. 1. Contractor shall verify all dimensions and Fixture locations on site before pouring of concrete slab. MISSING DOWEL Pre -Drill 3/4' Hole Minimum Embeddment 51. Remove Any And All Dust From Pre -Drilled Hole. Add Two Part Epoxy As Per Manufacturers Specs. Place Glean #5 Rebar Into Pre -Drilled Hole Filled With Epoxy. Turn Rod Slowly Until Rebar Hits 5attom. Do Not Disturbed During Set Time As Per Manufacturers Specs. y�,�111i i 111111/���� 79421 a ° �� ,• C"rArF OF c 1 "a //Iri lii 1111 O STRUCTURAL NOTES IMPORTANCE/USE FACTOR #1 , WIND EXPOSURE C BUILDING CATEGORY 1I, INTERNAL PRESSURE C❑EF. .18 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE 2017 6 th EDITI❑N FLORIDA BUILDING CODE (RESIDENTIAL) FOR A 139 (VULT) AND 108 (VASD MPH WIND SPEED revisions o Q) b H Q) Q� H Q] o <1 1--�D F V U z E-t U O d� W �D qLa Pq 0 M � z _ 02 z Q a �� O SHEET M-A Design # 11 AREA CALCULATIONS: SQUARE FOOTAGE UNDER A/C/: TOTAL = 1220 SO FT SQUARE FOOTAGE NOTUNDER A/C: GARAGE = 651 SO FT FRT PORCH = 114 SO FT TOTAL AREA = 1985 SO FT v 7 .421 OF 0 N 01-05-19 01-30-19 o LL E-1 (00 Nw I 0 0 V) CD pq Q Ot q) 'ad) 0 P4 W SHEET A-2 Design # 4 I TRUSS BRG EL 9'-4" A.F.T, TEXTURED PLASTER - CEMENT FINISH FINISHED FLR� EL 0'-4" 1/2" THICK TRUSS BRG 12 EL 9'-4" A,F, FINISHED FL EL 0'-4" At All Gable Ends: Provide 1/16' O55 Or 1/2' Ply Nail 6" Edge 12' Field Provide Tyvek Vapor Barrier Provide 4'x8" Hardiplank 51ding Install Per Manufac. Spec 12 Q8 TEXTURED FRONT ELEVATION CEMENTR FINISH 1/2" THICK ROOF VENTS CAS NEEDED) -J ASPHALT SHINGLES C SAFETY ZTEXTURED GLASS PLASTER CEMENT --�- o i FINISH 1/2" THICK R REAR EL.EVATI❑N RIGHT ELEVATION At All Gable Ends: Provide 1/16' O55 Or 1/2" Ply Nail 6' Edge 12' Meld Provide Tyvek Vapor Barrier Provide 4'x8' Hardiplank 5iding Install Per Manufac. 5pec5 c ASPHALT SHINGLES 12 - - - 12 8B 12 �g ZTEXTURED 0 0 PLASTER CEMENT FINISH 1/2" THICK LEFT EL.EVATI❑N No rW b NO. 79 421 e f STATE OF z�c 0�VN ✓✓✓///j !l i I 1 I l t 11i1��� revisions O1-D5-19 Oi-�O-19 0 Lu Q) d U ® E--+ , -7(3 z Q) W 0 Z a d o v U �+ 0 ° z !Yi W 0 � � W o Z � 00 co a o5� Z f =, -, 0 P-, w R'+ O a SHEET A-3 Design # PANEL TO BE LOCATED IN HOUSE OR GARAGE B7 PUILDER 200 MAIN i5REAKER 60 AMP. PANEL DISC. AT A/C AHU r 1 DISC 1 NNE( "6 COPPE 20� Amps 1*4 CU TO GRID_ - E1.._EGT�'1CAL_ RISER RODCU)P N.T.S. METE To Service Demand Load Gereral Lighting Outdoor GFI Laundry Circuit Kitchen Circuit Washer Dryer Range/Oven Microwave Dishwasher Garbage Disp. Refrigerator Total Demand Tom Switch / At E-jront Door / Electrical Load Ga IcS. 1985X3X1.25 aty 3 1 2 1 1 I i I 10000+ (0.4 x 22112) Total Load -1444 VA 540 VA 1500 VA 3000VA 1500 VA 5000VA 1500 VA 1500 VA 1092 VA I(o56 VA 1440 VA 321-12 100613 Tota l Demand Mon Demand A/C (2 Ton a) 240v) Neat Pump AHU-1 (5KW Aux Htr Q 240v) Total Panel Load Total Amps. (240V) PFI Protected 2912 5g20 Tota l 18869 29-12 VA 5920 VA 27161 115 Amps House Will Have A 200 Amp Service EL ECTRiCAL. 5" lME30L.S Lleht Recess Light Flood Light Switch Three Way Switch Duplex Outlet (7�= Duplex Split Wired Outlet Triple Outlet Triple Split Wired Outlet ® Special Outlet (220) Telephone Jack Bell Symbol Smoke Detector © Television Q Exhaust flan Ceiling Fan Where Smoke Detectors Are Shown Provide Conbination Smoke Detector/Carbon Dioxide: Detectors ELECTRICAL NOTES 1, Verify Receptacte To Be 6 Feet From Opening Or Doorway 2. Verify Receptacles Are Located On Waits 2 Feet & Longer 3. Verify Receptacles To Be No More Than 3 Feet From Sink Basin 4. All Exterior Receptacles To Be Waterproof GFI Protected 5. Provide Combo Smoke/Carbon Monoxide Alarms In Each Sleeping Room And Outside Entry Door or Common Area. If More Than One Alarm Then Interconnect so If One Alarm Activates All ❑ thers Will Activate Also, 6. Provide A Carbon Monoxide Alarm At Each Room Used For Steeping Located Within 10 Feet (See Item 5) 7, Provide AFCI Protection in Family Room, Dining Room, Living Room, Parlors, Libraries Dens, Bedrooms, Sunrooms, Recreation Rooms, Closets, Hallways, or Similar Rooms or Areas. g, Provide 15 and 20 Amp Receptacles In Kitchen, Famity Rooms, Living Rooms, Parlors, Libraries, Dens, Bedrooms, Sunroons, Recreation Rooms, or Similar Rooms or Areas to be of Tamper Resistant Type, revielons 01- 05 -19 01-30-113 U_ U U z F--+ E--i o E--i Q) H Q) W O o v W q Lo co 02 v 0 CD rz aW 0 0 cp '� v Z` iv Z `.'owm ix U a SHEET E-1 Design # /--- 8" C.M.U. SEE WALL SECTIONS FOR DETAILS �� SEE WALL SECTIONS FOR DETAILS 4" CONC. SLAB N 111 FINISH FLOOR (K 4" CONC. SLAB a. FINISH FLOOR LEVEL (2500 P.S.I) W/ 00 4" CONC. SLAB 6x6 10/10 W.W.M. /\\�\ a FINISH GRA E (2500 P.S.I) W/ AND 6 MIL. VAPOR ;/\/\/\' 4 , : 6x6 10/10 W.W.M. BARRIER �j/\\j/ Q`� 4 %\\\ ca BAND 6 ARRIER IL. VAPOR FIBERMESH OPT 81, _,FINISH GRADE CLEAN COMPACTED FILL MONOLITHIC FOOTING \ \\ \\ \\ \\ \\ \\ \ \\� 95% STANDARD DENSITY 1'-4"P yy CLEAN COMPACTED FILL MONOLITHIC FOUNDATION / (2) #5 DIA. RODS CONT. @ 95% STANDARD DENSITY V-4" AND TERMITE TREATED W/ (2) #5 DIA. RODS CON T. ON CHAIRS AND TERMITE TREATED ON CHAIRS C EXTERIOR MA50NRY WALL FTC (ONE 5TORY) � EXTERIOR MA50NARY WALL � GARAGE SCALE: 3/4'= 1'-0' SCALE: 3/4°= 1'-0- 8 " C.M.U. SEE WALL SECTIONS - ---- __ II - 2x8 P.T. NAILER 8" C.M.U. OR FOR DETAILS �� I (EXCEP F W/ FRAME) 1 1/4"OR 2 x FRAME WALL 4" CONC. SLAB g 3/4" RECESS IN SLAB 1/2" LARGER BEYOND `{HAN 6fl/- 4" CONC. SLAB FRAME WALL N (2500 RS.I) W/ EXPANSION JOINT 6x6 10/10 W.W.M. FIN. FLR. SLOPE TO R/W FINISH FLOOR AND 6 MIL. VAPOR BARRIER FIBERMESH OPT a ° I ISH GRADE b \\' v CLEAN COMPACTED FILL 1'_4" @ 95% STANDARD DENSITY - MONOLITHIC FOUNDATION AND TERMITE TREATED W/ (2) #5 DIA. RODS CONT. CLEAN COMP C F L /.� MONOLITHIC FOOTING @ 95% STAND D D ITY V--8" W/ (3) #5 DIA. RODS CONT. ON CHAIRS AND TERMITE T ATED ON CHAIRS 6ARA6E DOOR RECE55ED 5ILL (ONE 5TORY) OB EXTERIOR MA50NRY WALL FTG (TWO 5TORY) SCALE: 1/4'= I'-0' SCALE: 3/4'= I'-0' SEE WALL SECTIONS FOR DETAILS 4" CONC. SLAB (2500 P.S.I) W/ 6x6 10/10 W.W.M. AND 6 MIL. VAPOR BARRIER 441.44444 CLEAN COMPACT L @ 95% STANDARD EN 1'-4" AND TERMITE TREA D 00EXTERIOR FRAME WALL (ONE 5TORY SCALE: 3/4"= 1'-U' SEE WALL SECTIONS FOR DETAILS 4" CONC. SLAB (2500 P.S.I) W/ - 6x6 10/10 W.W.M. AND 6 MIL. VAPOR FIN BARRIER j\�/j��// : • • Q • • a \\\� 2 LAYERS OF W.W.M. IN 3'-Q" FROM EDGE OF SLAB. / �\ ���\I I CLEAN COMPACT D FILL 1'-8" @ 95% STANDAR DEN ITY AND TERMI TREA' ED D EX T 10 RAME WALL (TWO STORY. SCALE: 3/4 = 1'-0' SEE WALL SECTIONS FOR DETAILS - 4" CONC. SLAB .(2500 P.S.I) W/ 6x6 10/10 W.W.M. AND 6 MIL. VAPOR BARRIER -- 4 1 /2" CASING ALUMINUM THRESHOLD 4' CONC. SLAB (2500 P.S.I.) W/ 6x6 10/10 W.W.M. - AND 6 MIL. VAPOR BARRIER T� EX 6ILL SILL FORMED 3/4" RECESS ON SITE PER MF @ SLIDING GLASS DR. SPEC' . SLOPE 1/4" 1 ER F T EXP JOINT Q 5LIDING GLA55 DR. 2x4 P.T. SOL LATE W/ �1 /2"x8" A. W 2"x1 /8" WASHER_ (W/ 6" IN. EMB DMENT) @ 3 C NERS, ENDS, & A. E F OPENINGS OPE 1 _ FOOT P JOINT ,�, PATIO SLAB --(2) LAYERS OF W.W.M. -� 3 FROM EDGE(TYP) SCALE: 4"= 1'4 MONOLITHIC FOUNDATION 2x4 STUDS 16" oc. W/ (2) #5 DIA. RODS CONT. ON CHAIRS R-11 GATT INSULATION BEARING WALL Residence G a r s g e EQ. EQ 2x4 PT SOLE PLATE 'I x6 PT NAILE - BASE AS SPEC 2x4 P.T. SOLE PLATE W/ 1 /2"x8" A. B. W/ 2"x1 /8" WASHER (W/ 6" MIN. EMBEDDMENT) @ 32" O-G & CORNERS, ENDS, & EA. SIDE 0'E OPENINGS ON i 1 MONOLITHIC FOUNDATION W/ (3) #5 DIA. RODS CONT. ON CHAIRS - BRICK VENEER W/ 1" MINIMUM AIR SPACE 2x4 P. SOLE PLATE W/ 1/2', /2' " B. W/ 2"x1 /8" WASH (W/ M EMBEDDMENT) 3 O.0 & CORNERS, ENDS, i F OPENINGS 1 /2" x 10" STYRO-FOAM E FILLER @ EDGE OF FORM O CLEAN COMPACTE FIL- �- MONOLITHIC FOUNDATION @ 95% STA QRD ENSITY 1 -8 W/ (2) #5 DIA. RODS CONT. AND TERMIT TR T ON CHAIRS OR V-8" WIDE W/ (3) RODS FOR 2-STORY COND. E EXTERIOR FRAME WALL UJ/ 5RICK SCALE: 1/4'= 1'-0' 4:. 4 ° NI a a a \\ \\ 4 a 4 q VARIES SL( (MIN. 3 1/2"), . cp 1/2"x8" A.B. W/ 211x1 /8" WASHER @ 32"" O.C. W.W.M. (2) #5 DIA. RODS CONTINUOUS ON CHAIRS @ 1-STORY I THICKENED 5LAE3 0 GARACiE (BEARING WALL) ONE, 4 TWO STORY SCALE: 3/4'= 1'-0' SEE WALL SECTIONS FOR DETAILS FRAME WALL 2x4 P.T. SOLE PLATE W/ 1 /2"x8" A. B. W/ 2"x1 /8" WASHE S (W/ 6" MIN. EMBEDDMENT) BAS @ 32" O.C. & CORNERS, ENDS, & 2 SOL PL EA. SIDE OF OPENINGS p O 1,p °• ° Op O• . ° ' p • p p O• p O• p p '-III--I p' p , • ° • N 1-----1 I K =1- 1I Q IIII=1 ° p '°• p I I =1 I `� I,III I--___I=1� RS �I I I� III �I I I I � �I I h.' �'- -(3) #5 DIA. RODS CONT. 10" V-8" @ 2-STY 10" ON CHAIRS @ 2-STY J THICKENED SLAB (SEARING WALL TWO 5TOPY) SCALE:3/4°=i'-0' ALL 6x6 10/10 W.W.M. TO HAVE MIN. V--0" OVERLAP Q EDGE 1-#5 CON 4" CONC. SLAB 00� • � III -I 8" K THICKENED EDGE DETAIL SCALE. 3/4' = I'-0 SEE WALL SECTIONS FOR DETAILS 2x4 P.T. SOLE PLATE W/ 1 /2"x8" A. B. W/ 2"x1 /8" WAS (W/ 6" MIN. EMBEDDMENT) @ 32" Q.C. & CORNERS, ENDS, & EA. SIDE OF OPENING p p n °► o p• p p• ► p p b 'o. II -III- • o• ° II I -� III o ► 7'' 7-f''II{� j j�-^(I I T"L BASE 2x4 P.T. SOLE PL W9 &JA ASS. RODS CONT. 8" V-4" 8" THICKFNFD 5LA5 5FARIN6 o 1-5TY. SCALE: 3/4'= I'-0' ALL 6x6 10/10 W.W.M. TO HAVE MIN. S-0" OVERLAP @ EDGE c, SLOPE 1" IN 10" ► D p 4" CONC SLAB 2 LAYERS OF W.W.M. �III� II -III -III 1-�3'-O" FROM EDGE. 1I- (2) #5 DIA. RODS CONT. ON CHAIRS CLR. 3" M PATIO SEARING FOOTING SCALE: 3/4' = I'-0 PVC OR C.I. PIPE SLEAVE AS REQ'D TO FIT PIPE & FITTINGS 4 �' (MAX. 6" ID) 4 ° 1 \" CLEAR �-WHERPASSEPIPE MUST TIRU FOOTING THIS DIM IS LESS THEN 3" ADD PVC o 0 SLEAVE AS ABOVE WHERE PIPE MAY PASS BELOW FOOTING IN LOAD BR'G WALLS (2)#5 REBARS @ 1-STY ONLY, ADD 2-#5 x 48" (3)#5 REBARS @ 2-STY LONG CENTERED ON PIPE �J UTILITY CHASE THROUGH MONO FTG. SCALE. 1' = 1'-0 SEE WALL SECTI FOR DETAILS 4" CONC. SLAB 11 r -III III -III I I I -I' _ III- 111- .I I� rl i. I 11,1111 I -1 11=1 I I- ' I iHAfK� RODS CONT. 8" V-4" 8" ❑ THICKENED 5LAE3 HARING 0 1-5TY, FOR CONCRETE BLOCK SCALE 3/4'= I'-0" DEPTH MAY VARY (SEE FOUNDATION PLAN) -� MIN. 5UNKEN 5HOWER DETAIL - SCALE: 1' = I'-0 CORNER REBAR I r1V1- VI 1 V�J I11vV ❑ CORNER FOOTING DETAIL SCALE: 3/4' = I'_0 15 REF5AR BAR Q I STORY 4AR a 2 STORY STRUCTURAL NOTES 1.) IHIS SfKUCTURE NAS BEEN DESIGNED 'FU MEET OR EXCEED THE MINIMIJM REQUIREMENTS FOR THE 2017 6th EDITION FBC FOR 139 MPH WIND ZONE. IMPORTANCE/USE FACTOR #1 , VELOCITY PRESSURE =22.5 PSF EXPOSURE CAT. "C" SOIL BRG OF 1,800 PSF UNLESS NOTED OTHREWISE , BLD'G HGT LESS THEN 60 FT GUST VELOCITY OF 33.75 PSF , ROOF DEAD LOAD = 10 PSF ROOF LIVE LOAD = 20 PSF , NO SHEAR WALLS THE GCp SHALL BE (+)31.32 PSF & (-)33.93 PSF 2.) WINDOWS, DOORS, AND GARAGE DOORS TO BE DESIGNED TO MEET THE FBC. 3.) ALL FLOOR SLABS TO BE OF 2,500 PSI CONCRETE PLANT MIX MIN. 4" THICK WITH FIBER -MESH REINFORCEMENT ON 6 MIL. POLY. VAPOR - BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL. 4.) FIBER -MESH REINFORCEMENT - FIBERS SHALL BE \" TO [" COLLATED POLYPROPYLENE FIBERS, REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOM- MENDATIONS AND WITHIN THE TIME SPECIFIED IN " ASTM 094 " TYPE III 4. 13 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER -MESH CONCRETE. 5.) CONCRETE MASONRY UNITS SHALL MEET "ASTM C90 " 6.) MORTOR To BE TYPE "M"OR "S", GROUT TO BE 2,500 PSI @ 28 DAYS, 7.) MASONRY CLEANOUTS REQUIRED @ GROUT GREATER THAN FIVE (5) FEET IN HEIGHT. 8.) REBAR TO BE # 5'S GRADE 4Q, WITH MIN. LAP OF 25". USE "L" BARS @ CORNERS AND STANDARD HOOKS @ 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. [FIE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE MIN. HOLE DEPTH 611 �1! 71) 811 1, 11fI-,1 AFTER HOLE IS DRILLED, ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD TO BE MIN. A36 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. WOOD STRUCTURAL NOTES 1.) ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS NOTED BELOW. DAMAGED WOOD NOT TO BE USED. 2.) ALL STRUCTURAL LUMBER SHALL BE SPF (SPRUCE -PINE -FIR) #2 OR BETTER UNLESS OTHERWISE NOTED. (PRE-ENG. TRUSSES EXCLUDED) 3.) STUDS TO BE LOCATED WITHIN 5" OF ROOF TRUSS LOCATIONS, 4.) END JOINT IN STRUCTURAL DOUBLE TOP PLATE TO BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED @ 6" O.C. 5.) PLYWOOD OR OSB. WALL SHEATHING NAIL PATTERN TO BE 10d @ 6" EDGE, 12" FIELD UNLESS OTHERWISE NOTED. 6.) NUMBER OF HEADER STUDS AND ADJACENT FULL LENGTH STUDS PER WALL AND HEADER STUD REQUIREMENT SCHEDULE. 7.) MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 8.) DBL. STUDS @ 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 @ 12" O.C. -DOUBLE OR TRIPPLE HEADER @ 6" O.C. @ EDGE @ 12" O.C. INTERMEDIATE. -HEADER TO STUD @ 4" O.C.EA. HEADER MEMBER. -STUD TO TOP OR BOTTOM PLATE : (2) 16d THRU PLATE OR (2) 16d EA. SIDE TOE -NAILED TO PLATE. 11.) ROOF SHEATHING TO BE MIN. 15/32" PLYWOOD OR 7/16" O.S.B. NAILED PER ROOF NAILING PATTERN DETAIL. 12.) FLOOR SHEATHING TO BE MIN. 23/32" PLYWOOD NAILED @ 6" O.C. @ _ EDGE AND 12" O.C. INTERMEDIATE. 13.) AL FLOOR TRUSSES TO BE END BLOCKED @ BEARING LOCATIONS >Vl rUnO NAILING SPECIFIED TO BE APPLIED BY NAIL GUN OR MANUALLY. n. 14.) TRUSS BRACING PER TRUSS MANUFACTURE'S DRAWINGS. 79421 r tk STATE OF revisions 11-20-18 OI-30-19 .10 H H d L 0 N Q 5 Q) Q) H O Z W o o W �DT�'i A (O W o to 0[,- CO 14 a, V)C U Z W �' Z P� r+ o ,-- P4 `d u xw O ) SHEET ts - 1 Design # 7/16" OSB. SHEATHING - ( SEE NOTES FOR NAILING PATTERN ) SEE TYP. WALL SECT. FOR EAVE DET'LS 2x4 STUDS © 16" O.C,-____---- EXTERIOR FIN. SEE ELEVATION - 7/16" OSB. SHEATHING NAILING- PERIMETER- 6" O.C. INTERIOR- 12" O.C. UNLESS NOTED OTHERWISE META16 AT 48" O.C. 2X8 P.T. SOLE PLATE W/A HER & S' 2", W MIN 6" EMBED CONC. LINTEL BLOCK .. \_ (2) 16d TOE NAILED CONC. FILLED W/ (1) # 5 REBARS. TO EA. BOTTOM CHORD 1x4 RAT RACE (9 B' O.C. MAX. I 1 CONC. BLOCK WALL TYPICAL GABLE SECTION [" = 1'-0" © Q a'-D' © '4'-0' 0 O Q O 0©O 1 o ® O 4'-0' ROOF SHEATHING NAILING ZONE NOTES ROOF SHEATHING NAILING PATTERN ZONE 0• USE 8d RING SHAW NAILS a 6' QC. AT EDGES AND I2' D.C. INTERMEDIATE ZONE 2O USE 8d RO,D SHAW( NAILS G' O.C.(ALL FIELDS) ZONE © .USE 8d RING SHANK NAILS 4' U.C.(ALL FIELDS) WALL SHEATHING NAILING PATTERN UNLESS OINERVISE NOTED PANEL EDGES 6' D.C. 12' O.C.INTERMEDIATE 1/2' GYPSUM CEILING 1 Use 5d Nalls R 7' on center SECOND FLUOR NAILING 1 8d W D.C. Edges (blue & nalu e 12' O,C> Fleld ROOF NAILING SCHEDULE II PLATE HT. (SEE FLR. PLAN& CROSS SECTION) SP2 OR SP4 (U.N.0. 11 SP1 OR SP4 EA STUD O.C. GINEERED TRUSS VG 1/2" G.W.B. OVER 2x4 STUDS © 16" O.C. 1 /2"— A. B. W. / 2,x118" WASHER © 3" O.C. AND AT CORNERS AND ENDS 2x4 P.T. SOLE PL. '-0" FIN. FLR. _ K SEE FLR. PLAN) — 0 0 SEE Al SHEET FOR SIZE AND REINFORCEMENT Interior Bearing Partition N.T.S. SEE ROOF ` FRAMING S"_ 'SIMPSON' LSTA MIN 6' SEE NAILING SCHEDULE 2X4 BLOCKING @ 48" O.C. TIE BACK TO 1ST. TRUSS 16" MAX. NAILED W/ 2-16d 0 EA, END 2x4 X-BRACING @ MID SPAN AND AT CENTER AT EACH SIDE ANGLE NOT TO BE LESS THEN YF 60 DEG's NOR GREATER THEN 45 DEG's '~--- T SEEEOOOFSPLAN NOTE: IF HEIGHT EXCEEDS 4'-0" AT VERT's IN GABLE TRUSS PLACE 2x4 "T-BACKS" AT EACH VERT. NK\1 W/16 d AT 8" D.C. 2x STUD CONT. TO TOP PLATE 16d SPIKES ® 12" TOP PLATE 2-2x STUD HEADER—CONT. UNDER LINTELS W/ GLUE & NAILED USING 1/2" PLYWD. OPENINGS MORE FLITCH THAN 5'-0" HEADER SCHEDULE OPENING WIDTH BEARING WALL NONBEARING OR WALLS TEARFUL 0'-0" TO 3'-0" 2-2x6'S 2-2x4'S 3'-1" TO 5'-0" 2-2x10'S 2-2x6'S 5'-1" TO 7'-0" 2-2x12'S 2-2x8'S W/ \" Plywood Flitch 7'-1" TO 9'-0" 2-2x12 W/ 1/2" 2-2x12'S PLYWD. FLITCH 1. USE HEADER SIZES ABOVE UNLESS OTHERWISE NOTED ON FRAMING PLAN 2. PRIMARY FRAMING (BEAMS, GIRDERS, ETC..) WERE SIZED USING 1800 'FB' EXTREME FIBER IN BENDING(SINGLE) 90 'FV' HORIZONTAL SHEAR 16E 'E' MODULES OF ELASTICITY 3. JOIST, RAFTERS, LINTELS, ETC. WERE SIZED USING: 1200 'FB' EXTREME FIBER IN BENDING(SINGLE) 90 'FV' HORIZONTAL SHEAR 16E 'E' MODULES OF ELASTICITY I PER TRUSS LAYOUT 2-2xI2 SYP W\ 1/2' OSB FLITCH PLATE _'- 6'X6' POST - 'SIMPSON' ABU66 POST PAD W/ 1/2' DIA. EXP. BOLT MIN. 6' EMBED 6' MIN. OR MFR's SPEC'S WHICHEVER IS GREATER PORCH BEAM & POST SECTION ,. = 1'-0" rrame W, Or 1/2' c Tyvek Paper Wire 1_� Lappe Flange 1 /5, v Over Flashin Cement Over M Ma 5onr Frame/Nasonrcu Fla5hincag Qetail. n.t..s. BUCK: 1x4 P. T. S. Y. P. (STUD GRADE) FASTNERS: I" X 2" TAPCON (11" EMBED.) O R 3/16" X 2\" TAPCON (1[" EMBED.) FASTNER SCHEDULE DOOR SIZE MIN. # FSTNRS EA. SIDE HEAD SINGLE DOOR 2068 - 3068 3 2 3068 W/ (1) SIDE LITE 3 3 3068 W/ (2) SIDEE LITES 3 3 2080 - 3080 3 2 3080 W (1) SID LITE 4 3 LW/ SIDE LITES 4 3 FASTNER SCHEDULE DOOR SIZE MIN. # FSTNRS EA. SIDE HEAD DOUBLE DOOR DBL. 2068 - 2868 3 3 DBL. 3068 4 4 DBL. 3068 W (2) SIDE LITES 4 5 DBL. 2080 - 2680 4 3 DBL. 2880 - 3080 4 4 DBL. 3080 W/ (2) SIDE LITES 5 5 1X4 P.T. BUCK W/ TAPCON FASTENERS 4" MAX. 2" MIN. ENGINEERING SPECS. MASONARY WIND LOAD FACTOR: -34.7 LBS. PER SQ. FT. OPENING +25.9 LBS. PER SQ. FT. DOOR LOCATION MAY BE AT ANY POINT ON A WALL HEADER HEADER BucK L BUCK FASTENER REQUIRED TO BE WITHIN 4" OF BUCK END NO CLOSER THAT 2" FROM BUCK END SIDE N d SIDE BUCK DUCK FASTENERS TO BE SPACED EQUALLY & FULL EMBED. OF SCREW HEAD INTO BUCK DOOR DOOR BUCK TO BE MIN. OF [" THK. OPNG. =s N �}- ROOF VENT CALCULATIONS Provide 7 Sq. Ft. Of Roof Venting Provide Vented Soffit. 1 /300 Of Total Sq. Ft. (1985) = 7 Sq. Ft. Provide Vented Soffit ROOF PITCH PER ELEVATIONS AND ROOF PLAN 12 ARCH, SHINGLES 30 Lb, ROOFING FELT OVER O STRUCT. SHEATHING TO BE 7/16' OSB OR 1/2' PLY CDX R-30 INSULATION / HARDI FASCIA E R SS LAYOUT 1x4 PRE-ENGINEERED TRUSSES GALV, MTL, AT 24' O.C. DRIP Ix 2 HARDI SAG RESIS ANT DRYWALL FASCIA CONT, TIE BEAM FILLED WITH HARDI SOFFIT CONC. AND -#5 CUNT, ALUM, VENT lx2 FURRING STRIPS 1x2 BL❑CKING 1/2' CEMENT FINISH----J SEE PLAN 115 VERTICAL REINF, CONTINUOUS FROM BOND BEAM TO FOUND. (SEE PLAN) #5 VERT. (SEE PLAN cL U-) _J (Ll W U 0'-0" FIN. FLR. X FINAL GRADE —PRE-CAST LINTEL —1/2" DRYWALL —ALUM. FRAM WINDOW SEE MANUF. SPEC'S FOR ROUGH OPE INGS PRECAST CONC. SILL SEE FD' PLAN FOR DETAILS One Story Typ., Masonary Wall Section SCALE: 3/4"=1'-0" DOOR OPENINGS (ALL_ BRANDS) 1x4 P.T. WINDOW BUCK W/ WOOD CASING TAPCONS AS PER SCHEDULE L� THRESHOLD HOLLOW MTL. DOOR SILL TTFFF,�u FINISH PER. ELEVATI❑N. #5 VERT. BAR ON POURED CELL IF SH❑WN ❑N FLQQR PLAN. JAMB AT EXTERIOR DOOR P.T. 2x6 WOOD JAMB ANCHOR TO BLOCK TRACK @ 48' Q.C. W/ 1/2'ox8' LG, A.B.C. — ---I dN A F 7 FINISH PER. ELEVATI❑N 05 VERT. BAR ON PQURED CELL, JAMB AT GARAGE DOOR o,41 " Dt��' f::itil,,, 79421 ; 0 Y STP,TE OF c X. o 'r/11!! f l i i 111 Eli1\\ rovis ions 11-20-10 01-30_19 0 �6 I � n U H F--1 C--1 P-t Q Q) (p Q W O o c� z H U `r W �11-,� �D PLl E--T W o C r I U] W Z, o V� 00 U CQ V Q Z U L- - � <I; � �+ i� V a> r~ z V) a o -5: � WO �, . , O P., m P4 U a SHEET S-2 Design # , Provide (2) Simp HF-TA16 ---_ 57-0-0 b-0 40-1-0 14-11-0 111 to M - to o o o b 0 In 0 CD r� CD oo CDCD m CD E J 1 I a I �r E Jl EJ1 EJl EJ1 EJ1 EJ1 EJl EJ1 EJ1 EJ1 EJ1CLI EJl EJ1 a EJl F_J1 EJ1 EJ1 EJ1 V EJ1 EJl Vo EJl EJ1 VolEJ1 y 0 0 EJ1 V031 EJ1 V EJ1 EJ1 H1 V EJ1 J J L J L J L J L J L J L J L J L J L J L J L EJ1A �9 p I to Im T 3 PB02 rovide (2) Simp _TAIL T02 CJ1 TOl �"Cii 11 IN C'7C'7C'7C`7C'7C'�C'7 C''� 10 w w w w IN w w w w w U U 25-4-0 6-3-0 10-6-0 14-11-0 57-0-0 Unless Otherwise Specified Connect Each truss End To Masonry WA Simp. MEt,418 Unless Otherwise Specified Connect Each Truss End To Prame W11 Simp. MTS1& )ij •.,� �•^� �rAr�AfIH t l� u f 79421 sTKfE OF a �,I/01111 i 11110\ revisions 11-20-10 01-30-19 a QL � H N� H L 0 E-+ H � W O z Ems-+ i� U It �., `n A p iY'i CO 0 v o f=1 z m C a -yo, �1 4 ai w Oil W d u Q t � Z, �-I z 1 .•� O :> ;j -, o a, w o SHEET S-3 Design # f f 4 C� LINTEL SCHEDULE LINTEL NO. LENGTH Cast Crete L 1 2'-10" 8F24-1B/1T L 2 10'-6" 8F24-1B/1T L 3 4'-6' 8F16-113/1T L 4 9'-4" 8F16-1B/1T L 5 17'-4' BF24-1B/1T L 6 3'-6' 8F24-1B/1_r L 7 4'-0" 8F24-1B/1T L 8 4'-6" 8F24-1B/1T L 9 5'-4' 8F16-1B/1T L 10 7'-6" 8F16-1B/1T L 11 10'-6" 8F16-1B/1T L 12 4'-6' 8F32-1B/1T L 13 7'-6' 8RF6-0B/1'r L 14 4'-4' 8RF14-1B/1'f L 15 7'-6' 8RF14-1B/1T L 16 7'-6' 8RF22-1B/1T L 17 13'-4' 8RF22-1B/1T L 18 4'-4' 8RF30-1B/l'r L 19 13'-4" 8RF6-1B/1T L 20 7'-6" 8F16-1B/1T N4NST*'A RET�j Y SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 6" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY iYPE LENGTH 8 U 8 8FB-OD SF12-OB BF16-OB OF20-ODSFP-4-OB F28-OB F32-OB 8F8-IB SF12-18 BF16-1B BF20-1B 8F24-1B SF28-113 F32-1B 2'-10'<34') PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 3'-6' (42') PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 316G 4473 6039 7526 9004 10472 11936 4'-0' (48') PRECAST 2029 2325 1 2496 3467 4438 5410 6384 1 7358 4473 6039 7526 9004 10472 11936 4'-6' <54') PRECAST 1651 1913 2657 3403 4149 4696 5644 L6_4 4027 6039 7526 9004 10472 9668 5'-4' C64') PRECAS f 1184 1301 1809 2317 P-826 333G 3846 2889 5057 6096 5400 6424 7450 5'-10'C70") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6`-6' (78') PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 6995 6890 7'-6' (90') PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9'-4' C112')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 1B54 2441 3155 1 4044 I2'-O'(144') PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13'-4 C160'> PRECAST 362 427 726 1o2B 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14'-O'C168') PRECAST 338 381 648 919 119U 1462 1087 1260 455 700 1003 1335 1714 2153 2666 14'-8'(176')PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 1 2610 3185 3765 15'-4" (184') PRESTRESSED N,R NR NR NR NR NR NR NR 420 695 1250 1655 2370 2890 3410 17'-4'C208')PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4'(232')PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 1 2030 21'-4' (256')PRES i RESSED N.R NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-O'(264')PRESTRESSED N.R. NR NR NR NR NR NR NR 160 300 570 870 1250 1660 24'-0'(288')PRESTRESSED N.R. NR NR NR NR NR NR �1610 130 240 470 720 1030 1350 8" PRECAST W/ 2" RECESS DOOR U-LINTELS GRAVITY TYPE LENGTH~ -- 8RU6 ORF6—OR BRF10-0B ORF14-0 ORRO—OBORHi!-0 ORF26-0 8RF30-0 8RF6-1B BRFIO—LB ORF14-18 BRF18—IB 8RF22-1 8RF26—IB 8RF30-1 4'-4' (52') PRECAST 1489 1591 3U53 2982 3954 4929 59U4 6880 1827 3412 4982 6472 7947 9416 10878 4'-6' (54') PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5'-8' C68') PRECAST 785 032 1602 1550 2050 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 S'-10'(70') PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 6'-8' (80') PRECAST 022 907 1677 2933 2576 3223 3872 4522 907 1677 2933 41OU 6730 U177 67U7 7'-6' (90') PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 ?329 3609 5492 6624 5132 9'-8' (116')PRECAST 371 420 834 1253 1071 1342 1614 1886 535 929 1497 2179 261E 3595 2875 UPLIFT LATERAL _ TYPE LENGTH � 8FB-IT 8F8-2T OF12-IT BF12-2T BF16-IT BF16-2T SF20-IT F20-2T 8F24-1T F24-ETBF28-2 SF28-IT 8F32-IT F32-2T 8U8 8F8 2'-10'(34') PRECAST 2727 2878 4101 5332 6569 7811 9055 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 1 1989 2832 3680 4532 5387 6245 938 938 1878 1 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 1393x 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2nO 2670 3293 3920 4549 5'-10'(70') PRECAST 1272M 1357 1930 2505 3084 3665 4247 418 416 1272 1315 1875 2441 3010 3583 4157 6'-6' (78') PRECAST 11419 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 7'-6" (90') PRECAST 9599 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9'-4' (112')PRECAST 801x 612 980 1269 1560 1852 2144 454 630 001 755 1192 1550 1910 2271 2634 10'-6'(126') PRECAST 716x 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 P-034 2358 ll'-4'(136') PRECAST 666x 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0'C144'> PRECAST 607x 400 631 1 816 1001 1 1186 1372 340 494 631 486 818 1209 1514 1799 2086 13'-4'(160') PRECAST 500x 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0'(168') PRECAST 456A 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-8'C176')PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 11491 1742 15'-4'(184')PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 542 791 1072 1381 1676 17'-4'(208')PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1121 1389 19'-4'(232')PRESTRESSED 165 207 313 401 490 578 667 N,R. 204 165 239 383 550 73G 940 1160 RI'-4'<256')PRESTRESSED 145 186 278 356 433 1 512 590 N.R. 172 142 212 336 477 635 807 993 22'-O'(264')PRESTRESSED 140 180 268 343 418 493 568 N.R. 161 137 205 322 457 607 771 947 24'-O'(288')PRESTRESSED 127 165 244 312 380 447 515 1N.R. 135 124 186 290 408 538 680 833 ■KEUU4E VALUE BT da/. YUK 4KAJJt. 4V FlEl.1/ KEUAK 8" PRECAST W/ 2" RECESS DOOR U-LINTELS UPLIFT LATERAL TYPE LENGTH 8RF6—IT 8RF10-1T 8RF14—IT BRF18—IT ORF2E-1 8RF26—IT BRF30—IT BRU6 8RF6 8RF6-2T 8RFIO-2T 8RF14-2 ORFAS-21 RFE2-2 BRFE6—E ORF30-21 4'-4' C52') 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 853 853 1192 1455 2240 3036 3837 4643 5453 5'-8' (68') PRECAST 924x 1172 1795 2423 3055 1 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5'-10'(70') PRECAST 896x 1138 1742 2352 2965 3581 4198 469 469 896 1099 1690 2268 2891 3497 4106 6'-8' (80') PRECAST 778 882 1513 2042 2573 3107 1 3642 830 1100 778 956 1460 1987 2509 3035 3563 7'-6' (90') PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 2690 3157 9'-8' (116') PRECAST 533x 433 868 1123 1413 1704 1995 516 614 533 527 1009 1369 1728 2088 2450 MKEUUGE VALUE BY 07 FUR WADE 4U F1ELU KEBAB ,L. .•..!• ••.•. • . •.. :.,!•,is '''r'.'i:;' i•.D.."t • O • • O • • " • • • O • 8RF6-0B/1T 8F8-1B/1T 8F8-0B/1T 8RF14-1B/1T 8F16-1B/1T 8RF22-1B/1'r 8F20-113/1T 8F24-113/1T #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR J t- d'• F C.M.U. z' co ¢ i o — GROUT u7 z ' ' . 1 •' ' #5 REBAR AT BOTTOM • • OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL 7-5/8'ACTUAI� 8' (VARIES) NOMINAL WIDTH HYPE DESIGNATI❑N F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF 45 REBAR AT F BOTTOM OF LINTEL CAVITY BF-116---1B/1`T NOMINAL WIDTH I `QUANTITY OF 15 NOMINAL HEIGH"i__________iii REBAR AT TOP MATERIALS 1. F'c precast Untels = 3509 psi. 2. F'c prestressed lintels = 6000 psi. 3. F'c grout = 3000 psi w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided In precast Lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60, 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510, 8, Mortar per, ASTM C270 type M or S. SAFE LOAD TABLE NOTES GENERAL NOTES 8RF30-1B/1T 8F32-1B/1T 1. Provide Full mortar head and bed ,Joints. 2. Shore Filled lintels as required. 3. Installation of lintel roust comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4' and longer with a nominal height of 8' meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity, 7. 7/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 1. All values based on minimum 4' bearing• Exception, Safe loads For unfilled lintels must be reduced by 207 if bearing length is less than 6-1/2'. Safe loads for all recessed Untels based on 8' nominal 'bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load 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' lintels only, 7, The designer may evaluate concentrated loads from the saFe load tables by calculating the maximum resisting moment and shear at d-allay From the face of support. 8. For composite lintel heights not shown, use safe load From next looter height. 9. All safe loads in units of pounds per linear foot. FRE-G,4&T LINTEL ENGINEERING /010 gU11U��* SgPdF(jz_J l v EN N0. 79421 ; y � a STATE OF ° ° Ft revisions 11-20-1& 01-30-19 C1! —11 Q) � U c1) 1 1� o� L' yy F� KJ � F-�--I 0 H � o V W ADO W r - cD G4 ° occiaDV UF,1W W Cq oC�o 0 9 Z U O O w —40 A, FAO SHEET Design #