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HomeMy WebLinkAbout3140 Ohio Ave (2)CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I -D— 5 Documented Construction Value: $ %; ;27 G Sob Address: / �e_ Historic District: Yes ❑ No Parcel ID: _ 0X -,Z -c7- 31- c o , '�jG 70 00 Residential ® Commercial ❑ Type of Work: New AJ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Chanee of UseEl Mnv. n Description of Work: ,Plfin Review Contact Person: Title: _a Phone: Phone: Fax• Email•_ -U S i C',42RA C? Gsr11A1L, Owl Property Owner Information Namey 5' S,'c, %/ ..---��--�. Phone: _Zj2% " ?/ Street: Resident of lDrope' w ,« i eFit • a City, State Zip: �,�'r �.�C L 32-72,-3 Contractor Information 1tt10 `lt % fWaWmo3 . Name _� - /a K r J 9 F c';/ /Arc Phone: Street: _ G 1-/�'/� of �`vf,g dy Fax: _ City, State Zip: Z , Fes/ �. s;'- = ? State License No.: Architect/Engineer Information Name: �(r -r�� v X/ Phone: _ ` 73 Y 4 5-30 Street: _ it 5� cf (.r/ � ' G % Fax: i % 3 Y 9Z, .26 City, St, Zip: I'L gZ 7. U E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF C64MENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.. A NOTIC>•J.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. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application �----------------------------- _ _ __------ __ _ _ T MATE MATERIAL "A" ( OTAIL TIO 3 DE OVER GARAGE DOOR OKICKERS SHALL BE SPACER OPENAT INGS. SEE CONNECTION DETAIL 6 (TYP) CONNECTION DETAIL 2 ANCHOR BOLT jWEDGE ANCHOR) CH COLMN (TYP) WITHIN 10" OF FAP, t NOTE: DOOR AND WINDOW LOCATIONS VARY, SEE CHART/COMPONENTS AND CLADDING TO VERIFY PRESSURE - - - M __ MATERIAL "A"RATINGS. ------------ --- ?B-V'L 1 L2 �L3y-L4 L5 A-1 A-1 A-1 A-1 A-1 A-1 � FLOOR PLAN / FOUNDATION PLAN A.1 NTS CONNECTION DETAIL 1 MATERIAL RAFTER MATERIAL "G" CONNECTION ---_� DETAIL 3&4 SCREW (F) COLUMN 3 SCREWS (F) ® COLUMN -C1. 6" INSERT ® 3 SCREW (F) (3 SIDES) CONNECTION TIE PLATE (H) COLUMN 2 1/2" CONTINUOUS STEEL LEDGER CONNECTED DETAIL 2 TO FRAME WITH 3/8"DIA. THRU BOLTS BASE 3 SCREWS (F) AT EACH SUPPORT. L 1 TYPICAL REAR WALL COLUMN MATL' c TO BASE CONNECTIONS o c ° 3) TYPICAL RAFTER/POST CONNECTIONS , 2 WELDED 4 SIDES 21/2"x14 GAUGE TUBING BASE FRAMES INSIDE SPACED AT 4'-0" O.C. MAX 2) TYPICAL COLUMN TO BASE SIDE CONNECTIONS SPACING. MATERIAL "G" COLUMN (A) COLUMN (A) SCREW (F) SCREW (F) TIE PLATE (J) A� ® ® SCREW (F) TIE PLATE (H) B� KICKER BRACE (A) ®® TIE PLATE (H) BASE (A) CONNECTION DETAIL 2 TION 10 DETAIL 2 4) TRUSS/WIND BRACE CONNECTIONS SCREW (F) 14MAX WIDTH RAFTER (A) ®® TIE PLATE (H) 5) 90 ^ CONNECTIONS b) TYPICAL KICKER BRACE TO RAFTER CONNECTIONS CONNECTION DETAILS MATERIAL "I'" CONNECTIC DETAIL 3 MATERIAL "i NTS 25' MAX rG---�BUILDING SECTION �-iNTS 25' MAXIMUM - ---- B BUILDING SECTION NTS MATERIAL "D" r-- MATERIAL "E" CONNECTION DETAIL 1 see table CONNECTION CONNECTION DETAIL 5 (1) MATERIAL "A" DETAIL 5 (2) MATERIAL "A" 0 (2) MATERIAL "A" _ 18' MAX WIDTH DOORS • ~ CONNECTION CONIC SLAB DETAIL 2 25' MAX WIDTH - BUILDING SECTION NTS SIDE ELEVATION NTS MATERIAL "A" R 25' MAXIMUM rc--�FRONT ELEVATION (OPTIONAL REAR) NTS 25' MAXIMUM - REAR ELEVATION NTS FLORIDA PRODUCT APPROVAL CHART PRODUCT APPROVAL NUMBER MANUFACTURER DESCRIPTION FL15256.1 JELD-WEN PERSONNEL DOOR FL1722.2 & FL1722.3 ELIXER PERSONNEL DOOR FL12230.1 & FL 12230.2 FL12230.3 & FL12230.4 FL12230.5 US -DOOR ROLL -UP DOORS FL15504, FL15279, FL5684, FL5678 CLOPAY SECTIONAL DOORS FL15080 WINDSOR SECTIONAL DOORS FL9555.2,FL9555.3,FL9555.6 UNION SHEATHING FL14081.1 FABRAL SHEATHING FL11240.1, FL11240.2 FL11238.1, FL11238.2 PALRAM SKYLIGHTS FL12940.1 POCAHONTAS WINDOW FL14426.1, FL12766.1, FL12765.2, FL12765.3, FL12765A, FL12766.5 FL12765.6, FL12766.7, FL12765.8 FL12765.9 JANUS ROLL -UP DOOR C. 0 �- MATERIAL "A" (TYP) EACH CONNECTION R b SCREWS (3 PER SIDE) MATERIAL " " TYP MANUFACTURED BY: GENERAL NOTES I 0 1. ALL CONCRETE WORK SHALL BE 2,500 P.S.I. AT 28 DAYS. Z AND CLADDING TABLE 2. MINIMUM SOIL BEARING SHALL BE ASSUMED AT 2,000 P.S.F. VELOCITY zz 3. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH -21.3 +17.0 -20.8 150 MPH THE 2014 5TH EDITION FLA. BLDG, CODE AND ASCE 7-10 WIND CODES -24.4 +19.5 -23.8 160 MPH FOR 140 to 160 MPH ULTIMATE WIND SPEED IN WIND EXPOSURE "C". C +22.2 -27.1 4. ALL SIDING AND ROOFING TO MINIMUM OF 29 GAUGE GCn -27.8 -39.2 -61.9 +27.9 ATTACHED TO THE COLUMNS AS SHOWN. A CORRECT0 OF ERRC o 5. DESIGN LOADINGS: W ,nPTInKlA1 PPANAINIC7 TO rPPATF-A POOP DEAD LOAD = 2 PSF O ROOF LIVE LOAD = 20 PSF I WIND LOAD = see table below GABLE END 6. TYPE OF CONSTRUCTION TYPE 11-B BUILDING CATEGORY (1) m p mEr"m NONE COMPONENTS AND CLADDING e =C, c i=0.00 (Open)) AND CLADDING TABLE VELOCITY ULTIMATE PRESSURE PSF ZONE ROOF VELOCITY WALLS 140 MPH -17.4 -26.1 -43.4 +17.5 -21.3 +17.0 -20.8 150 MPH -19.9 -29.9 -49.9 +20.1 -24.4 +19.5 -23.8 160 MPH -22.7 -34,0 -56,7 +22,8 -27.8 +22.2 -27.1 mEr"m NONE ***all figures updated as of 5/12/15*** CHART OF MATERIALS A 2.5" SQ. X 14 GA. TUBE B 1.75" SQ X 16 GA, TUBE C 2.25" SQ X 14 GA, TUBE D 12 X 3/4" TEK SCREW E 12/14 X 7/8" TEK SCREW/ LAP SCREW F 14 X 3/4" TEK SCREW G 26/29 GA. METAL SHEATHING H 18 GA GALV• PLATE 2" X 5"SIMPSON STRONG TIE A-21 1 20 GA. HAT CHANNEL J 18 GA GALV ANGLE 2"X2"X2" V L r W ENGINEERED PERMITS, INC. W 311 SOUTH WOODLAND BIVD, Z SUITEA _ DELAND, FL 32720 r PHONE: 386-734-0830 1. J FAX: 386-734-8226 MATL' A Z CERT NO. 26298 METAL SIDING W EMAIL: epi@epieng.net MATL' A 1/2" WEDGE ANCHOR BOLT MINIMUM OF 2-1/4" IMBEDDED METAL SIDING MATL' A IN CONCRETE, AT 24" O.C. FLASHING 1/2" WEDGE ANCHOR BOLT a MINIMUM OF 2-1 /4'EMBEDDED _ d _=lli�ll MATL' A IN CONCRETE I I i_ I I I=r1 I- ° USE (1) WITHIN 10" OF COLUMNS I 7 1=r -1 I I FLASHING 11- I 4" MIN. EXIST. CONC. SLAB NOTE: THE EXISTING SLAB MAY BE C/D a USED ONLY WHEN THE SLAB IS IN :o 4r4c\A6.'5.R -° d GOOD CONDITION WITH NO CRACKS TO ENSURE THAT THE SLAB ACTS AS ONE UNIT AND NOT IN FRACTIONS. � Za -4" MIN. CONIC. S B, l�jj�II 2,500 P•S.LUj LJ � 6" 10 GAUGE REINFORCING 2° x 5'" LAG BOLTS C� E MESH LOCATED WITHIN 4" OF ' C/�COLUMNS• p EW-TINUOUSL NOTE: MATERIAL (A) C-> J (ALTERNATE: FIBER MESH CONIC, C-) MAY BE USED 'N LIEU OF WIRE W MESH) MATERIAL (C) 1/2" BOLT AND WASHER L1J h.ME- 4" x 4" P.T. PINE OPTIONAL F- 71 f -T TIE -DOWN ANCHORS "MINUTE MAN" PRODUCTS U W L FOOTING DETAILS MODEL No. 7430E (30.09" LONG) OR "HOME PRIDE" © W MODEL No. HP1-E4 (30.09" LONGI �\ AT 48" O.C. MAX. LOCATED A MIN OF 12" FROM COLUMN 0_ � 1 MINIMUM EMBEDDED DEPTH SHALL BE 26" NTS TERIAL "A" EL COLUMN X SPACING = see chart -141- OPTIONAL y1OPTIONAL COLUMN TO TRUSS CONNECTION IN UNDISTURBED SOIL COMPONENTS AND CLADDING a =C, c 1=+/-0.18 Enclosed a AND CLADDING TABLE PRESSURE PSF VELOCITY 4' ON CENTER 5' ON CENTER ZONE z ULTIMATE ROOF 2 4/b AVU WALLS NORMAL 4/b AV PARALLEL 140 MPH -21.3 -30.0 -47.4 +21.4 -25.2 +20.9 -24.7 150 MPH -24.4 -34.4 -54.4 +24.5 -28.9 +24.0 -28.3 160 MPH -27.8 -39.2 -61.9 +27.9 -32.9 +27.3 -32.2 ***all figures updated as of 5/12/15*** CHART OF MATERIALS A 2.5" SQ. X 14 GA. TUBE B 1.75" SQ X 16 GA, TUBE C 2.25" SQ X 14 GA, TUBE D 12 X 3/4" TEK SCREW E 12/14 X 7/8" TEK SCREW/ LAP SCREW F 14 X 3/4" TEK SCREW G 26/29 GA. METAL SHEATHING H 18 GA GALV• PLATE 2" X 5"SIMPSON STRONG TIE A-21 1 20 GA. HAT CHANNEL J 18 GA GALV ANGLE 2"X2"X2" V L r W ENGINEERED PERMITS, INC. W 311 SOUTH WOODLAND BIVD, Z SUITEA _ DELAND, FL 32720 r PHONE: 386-734-0830 1. J FAX: 386-734-8226 MATL' A Z CERT NO. 26298 METAL SIDING W EMAIL: epi@epieng.net MATL' A 1/2" WEDGE ANCHOR BOLT MINIMUM OF 2-1/4" IMBEDDED METAL SIDING MATL' A IN CONCRETE, AT 24" O.C. FLASHING 1/2" WEDGE ANCHOR BOLT a MINIMUM OF 2-1 /4'EMBEDDED _ d _=lli�ll MATL' A IN CONCRETE I I i_ I I I=r1 I- ° USE (1) WITHIN 10" OF COLUMNS I 7 1=r -1 I I FLASHING 11- I 4" MIN. EXIST. CONC. SLAB NOTE: THE EXISTING SLAB MAY BE C/D a USED ONLY WHEN THE SLAB IS IN :o 4r4c\A6.'5.R -° d GOOD CONDITION WITH NO CRACKS TO ENSURE THAT THE SLAB ACTS AS ONE UNIT AND NOT IN FRACTIONS. � Za -4" MIN. CONIC. S B, l�jj�II 2,500 P•S.LUj LJ � 6" 10 GAUGE REINFORCING 2° x 5'" LAG BOLTS C� E MESH LOCATED WITHIN 4" OF ' C/�COLUMNS• p EW-TINUOUSL NOTE: MATERIAL (A) C-> J (ALTERNATE: FIBER MESH CONIC, C-) MAY BE USED 'N LIEU OF WIRE W MESH) MATERIAL (C) 1/2" BOLT AND WASHER L1J h.ME- 4" x 4" P.T. PINE OPTIONAL F- 71 f -T TIE -DOWN ANCHORS "MINUTE MAN" PRODUCTS U W L FOOTING DETAILS MODEL No. 7430E (30.09" LONG) OR "HOME PRIDE" © W MODEL No. HP1-E4 (30.09" LONGI �\ AT 48" O.C. MAX. LOCATED A MIN OF 12" FROM COLUMN 0_ � 1 MINIMUM EMBEDDED DEPTH SHALL BE 26" NTS TERIAL "A" EL COLUMN X SPACING = see chart -141- OPTIONAL y1OPTIONAL COLUMN TO TRUSS CONNECTION IN UNDISTURBED SOIL Z a AND CLADDING TABLE PRESSURE PSF VELOCITY 4' ON CENTER 5' ON CENTER ZONE z o ROOF 150 MPH WALLS 140 MPH -29.3 -38.0 -55.4 +29.4 -33.2 +28.9 -32.7 150 MPH -33.7 -43.6 -63.6 +33.8 -38.1 +33.2 -37.6 160 MPH -38.3 -49.7 -72.4 +38.4 -43.4 +37.8 -42.7 A CORRECT0 OF ERRC if IS IN PLANS, CONSTRI ICTION OR VIOL ATIONS O HIS CODE ,nPTInKlA1 PPANAINIC7 TO rPPATF-A POOP C O (OPTIONAL) GABLE END ***all figures updated as of 5/12/15*** CHART OF MATERIALS A 2.5" SQ. X 14 GA. TUBE B 1.75" SQ X 16 GA, TUBE C 2.25" SQ X 14 GA, TUBE D 12 X 3/4" TEK SCREW E 12/14 X 7/8" TEK SCREW/ LAP SCREW F 14 X 3/4" TEK SCREW G 26/29 GA. METAL SHEATHING H 18 GA GALV• PLATE 2" X 5"SIMPSON STRONG TIE A-21 1 20 GA. HAT CHANNEL J 18 GA GALV ANGLE 2"X2"X2" V L r W ENGINEERED PERMITS, INC. W 311 SOUTH WOODLAND BIVD, Z SUITEA _ DELAND, FL 32720 r PHONE: 386-734-0830 1. J FAX: 386-734-8226 MATL' A Z CERT NO. 26298 METAL SIDING W EMAIL: epi@epieng.net MATL' A 1/2" WEDGE ANCHOR BOLT MINIMUM OF 2-1/4" IMBEDDED METAL SIDING MATL' A IN CONCRETE, AT 24" O.C. FLASHING 1/2" WEDGE ANCHOR BOLT a MINIMUM OF 2-1 /4'EMBEDDED _ d _=lli�ll MATL' A IN CONCRETE I I i_ I I I=r1 I- ° USE (1) WITHIN 10" OF COLUMNS I 7 1=r -1 I I FLASHING 11- I 4" MIN. EXIST. CONC. SLAB NOTE: THE EXISTING SLAB MAY BE C/D a USED ONLY WHEN THE SLAB IS IN :o 4r4c\A6.'5.R -° d GOOD CONDITION WITH NO CRACKS TO ENSURE THAT THE SLAB ACTS AS ONE UNIT AND NOT IN FRACTIONS. � Za -4" MIN. CONIC. S B, l�jj�II 2,500 P•S.LUj LJ � 6" 10 GAUGE REINFORCING 2° x 5'" LAG BOLTS C� E MESH LOCATED WITHIN 4" OF ' C/�COLUMNS• p EW-TINUOUSL NOTE: MATERIAL (A) C-> J (ALTERNATE: FIBER MESH CONIC, C-) MAY BE USED 'N LIEU OF WIRE W MESH) MATERIAL (C) 1/2" BOLT AND WASHER L1J h.ME- 4" x 4" P.T. PINE OPTIONAL F- 71 f -T TIE -DOWN ANCHORS "MINUTE MAN" PRODUCTS U W L FOOTING DETAILS MODEL No. 7430E (30.09" LONG) OR "HOME PRIDE" © W MODEL No. HP1-E4 (30.09" LONGI �\ AT 48" O.C. MAX. LOCATED A MIN OF 12" FROM COLUMN 0_ � 1 MINIMUM EMBEDDED DEPTH SHALL BE 26" NTS TERIAL "A" EL COLUMN X SPACING = see chart -141- OPTIONAL y1OPTIONAL COLUMN TO TRUSS CONNECTION IN UNDISTURBED SOIL COMPONENTS AND CLADDING e =C, c i=+/-0.55 Partial/ Enclosed AND CLADDING TABLE PRESSURE PSF VELOCITY 4' ON CENTER 5' ON CENTER ZONE 0o o ULTIMATE ROOF 150 MPH WALLS 140 MPH -29.3 -38.0 -55.4 +29.4 -33.2 +28.9 -32.7 150 MPH -33.7 -43.6 -63.6 +33.8 -38.1 +33.2 -37.6 160 MPH -38.3 -49.7 -72.4 +38.4 -43.4 +37.8 -42.7 ***all figures updated as of 5/12/15*** CHART OF MATERIALS A 2.5" SQ. X 14 GA. TUBE B 1.75" SQ X 16 GA, TUBE C 2.25" SQ X 14 GA, TUBE D 12 X 3/4" TEK SCREW E 12/14 X 7/8" TEK SCREW/ LAP SCREW F 14 X 3/4" TEK SCREW G 26/29 GA. METAL SHEATHING H 18 GA GALV• PLATE 2" X 5"SIMPSON STRONG TIE A-21 1 20 GA. HAT CHANNEL J 18 GA GALV ANGLE 2"X2"X2" V L r W ENGINEERED PERMITS, INC. W 311 SOUTH WOODLAND BIVD, Z SUITEA _ DELAND, FL 32720 r PHONE: 386-734-0830 1. J FAX: 386-734-8226 MATL' A Z CERT NO. 26298 METAL SIDING W EMAIL: epi@epieng.net MATL' A 1/2" WEDGE ANCHOR BOLT MINIMUM OF 2-1/4" IMBEDDED METAL SIDING MATL' A IN CONCRETE, AT 24" O.C. FLASHING 1/2" WEDGE ANCHOR BOLT a MINIMUM OF 2-1 /4'EMBEDDED _ d _=lli�ll MATL' A IN CONCRETE I I i_ I I I=r1 I- ° USE (1) WITHIN 10" OF COLUMNS I 7 1=r -1 I I FLASHING 11- I 4" MIN. EXIST. CONC. SLAB NOTE: THE EXISTING SLAB MAY BE C/D a USED ONLY WHEN THE SLAB IS IN :o 4r4c\A6.'5.R -° d GOOD CONDITION WITH NO CRACKS TO ENSURE THAT THE SLAB ACTS AS ONE UNIT AND NOT IN FRACTIONS. � Za -4" MIN. CONIC. S B, l�jj�II 2,500 P•S.LUj LJ � 6" 10 GAUGE REINFORCING 2° x 5'" LAG BOLTS C� E MESH LOCATED WITHIN 4" OF ' C/�COLUMNS• p EW-TINUOUSL NOTE: MATERIAL (A) C-> J (ALTERNATE: FIBER MESH CONIC, C-) MAY BE USED 'N LIEU OF WIRE W MESH) MATERIAL (C) 1/2" BOLT AND WASHER L1J h.ME- 4" x 4" P.T. PINE OPTIONAL F- 71 f -T TIE -DOWN ANCHORS "MINUTE MAN" PRODUCTS U W L FOOTING DETAILS MODEL No. 7430E (30.09" LONG) OR "HOME PRIDE" © W MODEL No. HP1-E4 (30.09" LONGI �\ AT 48" O.C. MAX. LOCATED A MIN OF 12" FROM COLUMN 0_ � 1 MINIMUM EMBEDDED DEPTH SHALL BE 26" NTS TERIAL "A" EL COLUMN X SPACING = see chart -141- OPTIONAL y1OPTIONAL COLUMN TO TRUSS CONNECTION IN UNDISTURBED SOIL WIND SPEED VS. LEG SPACING AND CLADDING TABLE DESIGN VELOCITY 4' ON CENTER 5' ON CENTER ULTIMATE 0o o 140 MPH 29 GA. 29 GA. 150 MPH 29 GA. 26 GA. 160 MPH 26 GA, ***all figures updated as of 5/12/15*** CHART OF MATERIALS A 2.5" SQ. X 14 GA. TUBE B 1.75" SQ X 16 GA, TUBE C 2.25" SQ X 14 GA, TUBE D 12 X 3/4" TEK SCREW E 12/14 X 7/8" TEK SCREW/ LAP SCREW F 14 X 3/4" TEK SCREW G 26/29 GA. METAL SHEATHING H 18 GA GALV• PLATE 2" X 5"SIMPSON STRONG TIE A-21 1 20 GA. HAT CHANNEL J 18 GA GALV ANGLE 2"X2"X2" V L r W ENGINEERED PERMITS, INC. W 311 SOUTH WOODLAND BIVD, Z SUITEA _ DELAND, FL 32720 r PHONE: 386-734-0830 1. J FAX: 386-734-8226 MATL' A Z CERT NO. 26298 METAL SIDING W EMAIL: epi@epieng.net MATL' A 1/2" WEDGE ANCHOR BOLT MINIMUM OF 2-1/4" IMBEDDED METAL SIDING MATL' A IN CONCRETE, AT 24" O.C. FLASHING 1/2" WEDGE ANCHOR BOLT a MINIMUM OF 2-1 /4'EMBEDDED _ d _=lli�ll MATL' A IN CONCRETE I I i_ I I I=r1 I- ° USE (1) WITHIN 10" OF COLUMNS I 7 1=r -1 I I FLASHING 11- I 4" MIN. EXIST. CONC. SLAB NOTE: THE EXISTING SLAB MAY BE C/D a USED ONLY WHEN THE SLAB IS IN :o 4r4c\A6.'5.R -° d GOOD CONDITION WITH NO CRACKS TO ENSURE THAT THE SLAB ACTS AS ONE UNIT AND NOT IN FRACTIONS. � Za -4" MIN. CONIC. S B, l�jj�II 2,500 P•S.LUj LJ � 6" 10 GAUGE REINFORCING 2° x 5'" LAG BOLTS C� E MESH LOCATED WITHIN 4" OF ' C/�COLUMNS• p EW-TINUOUSL NOTE: MATERIAL (A) C-> J (ALTERNATE: FIBER MESH CONIC, C-) MAY BE USED 'N LIEU OF WIRE W MESH) MATERIAL (C) 1/2" BOLT AND WASHER L1J h.ME- 4" x 4" P.T. PINE OPTIONAL F- 71 f -T TIE -DOWN ANCHORS "MINUTE MAN" PRODUCTS U W L FOOTING DETAILS MODEL No. 7430E (30.09" LONG) OR "HOME PRIDE" © W MODEL No. HP1-E4 (30.09" LONGI �\ AT 48" O.C. MAX. LOCATED A MIN OF 12" FROM COLUMN 0_ � 1 MINIMUM EMBEDDED DEPTH SHALL BE 26" NTS TERIAL "A" EL COLUMN X SPACING = see chart -141- OPTIONAL y1OPTIONAL COLUMN TO TRUSS CONNECTION IN UNDISTURBED SOIL RECORD COPY RB IEWED POR CODE GO DANCE 0o o ----------------- ��E MI'E�F MATL D (TYP) �� WINDOW flq E a ° SAN n GRD BML 1ING QVISION SSIJED SHALL B CONST PROCEED WITH THE WOF TO VIOLATE, CANCEL, A F THE PROVISIONS OFTI 2.25"x2.5" 18 GA. CHANNEL BRACE A PERMIT EACH CONNECTION REQUIRES I-ICENSE TC b SCREWS 3 PER SIDE AUTHORr ( ) ASIDE ANY i IED T"OBE A K AND NOT AS ER OR SET I TECHNICAL CODES, NOF THE 13U SHALL. ISSUAN E OF A P LDING OFFICIAL FROM TF MIT PREVENT I REAFTER REQUIRIN3 A CORRECT0 OF ERRC if IS IN PLANS, CONSTRI ICTION OR VIOL ATIONS O HIS CODE ,nPTInKlA1 PPANAINIC7 TO rPPATF-A POOP NTS A-1 NTS BUILDING SECTION NTS 7/2/2015 11:56:17 AM Z1 W D_ 1 m NOTE ON ROOF SECTION Q c PIPE FRAME AT 60" O.C. OR LESS COVERED BY 26 GA. CORRUGATED STEEL. ro (SHEETING TO BE CONTINUOUS OVER THREE OR MORE SUPPORTS) SEE CHART / (D) 12x3/4" TEK SCREWS (TYP.) I ? (E) 14x7/8" TEK SCREWS TRUSS/POST (TYP.) /LAP SCREWS (TYP,) ON Ly a � E _ 0 UW- 15-3t► Q ELEVATION - SCREW PATTERN (E) 14X78" TEK SCREWS Cm3 /LAP SCREWS (TYP.) (D) 12X1"TEK SCREWS (TYP,) T- SECTION.- SCREW PATTERN rk CLADDING DETAIL A- � NTS SHEET N0. A- 1 L:\Factory Direct\Factory Direct Master Files\EPl Master Files\Factory Direct C-3.dgn DESIGN NOTE: WINDOW KICKERS ONLY LOCATION USED OVER (OPTIONAL) GABLE END PLACED DOORS CONNECTION F. DETAIL 5 WELDED 4 SIDES (TYP) CON ECTION DETAIL 5 MATERIAL "A" (TYP) y CONNECTION CONNECTION DETAIL 5 DETAIL 5 w (2) MATERIAL "A" (TYP) DOOR LOCATION (OPTIONAL) (2) MATERIAL "R'PYP) see table see table - 18'0" MAX BUILDING SECTION NTS 7/2/2015 11:56:17 AM Z1 W D_ 1 m NOTE ON ROOF SECTION Q c PIPE FRAME AT 60" O.C. OR LESS COVERED BY 26 GA. CORRUGATED STEEL. ro (SHEETING TO BE CONTINUOUS OVER THREE OR MORE SUPPORTS) SEE CHART / (D) 12x3/4" TEK SCREWS (TYP.) I ? (E) 14x7/8" TEK SCREWS TRUSS/POST (TYP.) /LAP SCREWS (TYP,) ON Ly a � E _ 0 UW- 15-3t► Q ELEVATION - SCREW PATTERN (E) 14X78" TEK SCREWS Cm3 /LAP SCREWS (TYP.) (D) 12X1"TEK SCREWS (TYP,) T- SECTION.- SCREW PATTERN rk CLADDING DETAIL A- � NTS SHEET N0. A- 1 L:\Factory Direct\Factory Direct Master Files\EPl Master Files\Factory Direct C-3.dgn