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Home My WebLink About1617 Magnolia Ave; 15-1703; ELECTRICALr ,W J __ CITY OF SANFORD UAIIE NG & FIRE PREVENTION PERMIT APPLICATION Application No: J 1 Documented Construction Value: $ Job Address: CEO,(,' 4gwLj tZCihD Historic District: Yes RN. ❑ Parcel ZD: a Zoning: Description of Work: N aJ C0A3 5T (Z-0 G_ L )ti W H'OLE 24005 f W 1 F-6— Plan Review Contact Person: Title: Phone: Pax: E-mail: Name Street: City, State Zap: PropertyOwnerInformation Phone: Resident of property? Contractor Information ti _ Name �`j t�! C��i /—`C'lU?`Rl T'L12S C. Phone Street: 3C�x rl `� Cj Fax: City, State Zip: s T U �- <S�) C�� . State License No.: 13 0 t j J Architect/Engineer Information Name: Phone; Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit ❑ S care Foota e: .i �`,' :' 9 g -, Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical ❑ Plumbing ❑ New Service — No, of AMPS: New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 WIND DESIGN CRITERIA FBC 2010 REFERENCING ASCE 7-10 V 139 MPH RISK CATEGORY � GCi�i +/-0.18 EX'O�URE B P+ 30 PSF P- 40 PSF I■I son Q low-IN 10- WINE" ii■ IIS■�I (■'■■ L■ iii ■ ��l j■■■ ■1� n � ■ ■ n n � iota i r■�■ i i I -mmliffil -4I � `� �� EXTEND THE--/� ■ _ PLYWOOD SHEATHING o N�� TO THE ROOF DECK I 2'-0" __ r7 ON THESE WALLS AND ■ iy NOTES WALL BOTTOM PLATE ANCHOR BOLTS SHALL BE MIN 1/2x8 W 2" HOOK POST BASE ANCHOR BOLTS SHALL BE BE A MIN 5/8" AND SHALL CONFORM TO ASTM A307 OR A36L AND SHALL BE SIMPSON PAB 5/8x12 ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS WITH A MINIMUM 3/4" AGGREGATE THE FOUNDATION DESIGN IS BASED ON 2500 PSF MINIMUM ALLOWABLE BEARING PRESSURE. OBTAIN A SOIL COMPACTION REPORT BY A CERTIFIED TESTING COMPANY PRIOR TO POURING FOUNDATION CONCRETE, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301-79 AND SHOP DRAWINGS SHALL BE IN ACCORDANCE WITH ACI 315-80 CONCRETE MASONARY SHALL COMPLY WITH ASTM -60 WITH A 28 DAY PRISM STRENGTH OF 2500 PSI MINIMUM WITH TYPE M OR S MORTAR. ALL MASONARY WORK SHALL BE.IN ACCORDANCE WITH ACI 530 AND ACI 531. PROVIDE CLEANOUTS AT ALL FILLED CELL LOCATIONS, ALL FILLED CELL MASONRY SHALL BE GROUTED AND POURED IN MAXIMUM 8 FT LIFTS CONTRACTOR IOS TO CHECK ALL FOUNDATION DIMENSIONS AGAINST FLOOR PLAN DIMENSIONS BEFORE PROCEEDING WITH ANY FOUNDATION WORK. NOTE - IT IS NORMAL FOR CONCRETE FLOOR SLABS TO DEVELOP SHRINKAGE CRACKS CJ INDICATES A 1 1/2" SAWCUT WITHIN 24 HOURS OF THE CONCRETE POUR ALL REINFORCING STEEL SHALL BE #5 OR GREATER, GRADE 60 DEFORMED STEEL EXCEPT STIRRUPS AND TIES MAY BE GRADE 40 REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, ALL REINFORCING STEEL IS TO HAVE A MINIMUM OF 3 INCH CONCRETE COVERAGE ALL REINFORCING STEEL JOINTS SHALL LAP A MIN 25 INCHES WINDOWS # WIND LOAD DOORS ® WIND LOAD . HEADERS MK SIZE TYPE MATIL HWE TRANSOM GRID COMMENT DESIGN PRESSURES MEMBERS #JACKS #KING SH 36x80 6 PNL FIBERGL I W x 16 3 10" SIDES TRIM 26.2 -28.5 3-2x6 A 1 2 2 32x80 6 PNL PVC 2 N/A A. J 1/2DRYWALL INTERIOR C I 2 3 32X80. POCKET PVC 3 N/A N LOUVER 4 INTERIOR C 1 2 4 32X80 6 PNL PVC 4 N/A 1 UNDERCUT I" 36x60 INTERIOR C 1 2 5 327,80 6 PNL PVC 4 N/A 6 UNDERCUT]" FG INTERIOR C 1 2 6 32x80 LOUVER PVC 2 N/A 4-36x72 SH 6/I INTERIOR C 1 2 7 36X80 6 PNL PVC 2 36 x 16 3 6/I W X 16 INTERIOR C 1 2 8 36x80 6 PNL FIBERGL I 36 x 16 3 W x 16 +26.2 -28,5 3-2x6 A 1 2 9 32x80 6 PNL PVC I N/A: WXI 6 3/4 HR RATED TO GARAGE 3-2x6 A 1 2 10 2-36X80 PATIO VINYL 6 72 X 16 6 EGRESS +24.9 -27.2 3-2x8 A 2 2 11 2-60X80 XX SGD VINYL 5 114 9/16 X 16 10: PGT 470 +24.0 -26.5 2-2x10 DBL SPL SEE DETAIL 14/7 12 36x80 SCREEN METAL: 7 SCREEN 3 OBS SS GLA +26.9 -29.3 SEE BEAMS I I 2 13 16' X7' GAR FIBERGL 8 N/A U 0 DO MULLED T WINDOW /DOOR GVHD DOOR +23.1 -25.4 B 3 3 3 NOTES - INTERIOR - 2-2X6 W FURRING L ALL DOOR GLASS TO BE CATEG II SAFETY GLASS (CLEAR TEMPEREDG A GLASS) FURRING AT ALL HEADERS AND ALL DOOR HARDWARE LEVER HANDLE, BRITE LIFETIME BRASS BEAMS TO BE AS REQUIRED FOR ALL DEADBOLTS TO HAVE NON REMOVEABLE THUMB TURN INSIDE HEADER OR BEAM TO ALIGN W * WHITE - NO SCREEN STUDS` TRACK 6.01"+/- WIDE WALLS, BLOCKING AND MISCELLANEOUS #2 SPF: SILL 1 11/16" HIGH LVL = EA LAYER ` 1 3/4" X II 7/8" POCKET 60 3/8 EA SIDE 1.9E'BY.TRUSSJOIST TTL TRACK 235 7/8" TTL OPENING 114 9/16" WIDE ADD FINS FOR WOOD CONSTRUCTION ALL EXTERIOR WINDOWS WITH FIN 2x6 PGT ALUM MULL TO TRANSOM OWNERS STAINED GLASS TO BE ALL WINDOWS.- LOW E - THERMOPANE - INSTALL TEMPERED GLASS AS REQUIRED BY CODE INSTALLED. INSIDE OF THE FIXED GLASS NOTES WALL BOTTOM PLATE ANCHOR BOLTS SHALL BE MIN 1/2x8 W 2" HOOK POST BASE ANCHOR BOLTS SHALL BE BE A MIN 5/8" AND SHALL CONFORM TO ASTM A307 OR A36L AND SHALL BE SIMPSON PAB 5/8x12 ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS WITH A MINIMUM 3/4" AGGREGATE THE FOUNDATION DESIGN IS BASED ON 2500 PSF MINIMUM ALLOWABLE BEARING PRESSURE. OBTAIN A SOIL COMPACTION REPORT BY A CERTIFIED TESTING COMPANY PRIOR TO POURING FOUNDATION CONCRETE, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301-79 AND SHOP DRAWINGS SHALL BE IN ACCORDANCE WITH ACI 315-80 CONCRETE MASONARY SHALL COMPLY WITH ASTM -60 WITH A 28 DAY PRISM STRENGTH OF 2500 PSI MINIMUM WITH TYPE M OR S MORTAR. ALL MASONARY WORK SHALL BE.IN ACCORDANCE WITH ACI 530 AND ACI 531. PROVIDE CLEANOUTS AT ALL FILLED CELL LOCATIONS, ALL FILLED CELL MASONRY SHALL BE GROUTED AND POURED IN MAXIMUM 8 FT LIFTS CONTRACTOR IOS TO CHECK ALL FOUNDATION DIMENSIONS AGAINST FLOOR PLAN DIMENSIONS BEFORE PROCEEDING WITH ANY FOUNDATION WORK. NOTE - IT IS NORMAL FOR CONCRETE FLOOR SLABS TO DEVELOP SHRINKAGE CRACKS CJ INDICATES A 1 1/2" SAWCUT WITHIN 24 HOURS OF THE CONCRETE POUR ALL REINFORCING STEEL SHALL BE #5 OR GREATER, GRADE 60 DEFORMED STEEL EXCEPT STIRRUPS AND TIES MAY BE GRADE 40 REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, ALL REINFORCING STEEL IS TO HAVE A MINIMUM OF 3 INCH CONCRETE COVERAGE ALL REINFORCING STEEL JOINTS SHALL LAP A MIN 25 INCHES WINDOWS # WIND LOAD HEADERS MK SIZE (INCHES) TYPE GRID TRANSOM" GRID COMMENT DESIGN PRESSURES MEMBERS #JACKS #KING INNER END FRAMES INTO. WALL 36X60 SH 6/1 W x 16 3 : EGRESS +26.6 -35:2 3-2x6 A: FF - 2 36x60 SH, 6/1 W X 16 3 EGRESS +26.6 -35.,2 3-2x6 A. J 1/2DRYWALL 3 36x60 SH 6/1 ' W x 16 3 INNER END FRAMES INTO WALL ' +26.6 -29.0 3-2x6 A N LGT2 / LGT3 4 48x60 FG N/A W X 16 4 STUDS +26.1. -28.5 3-2x8 A 2 1 5 36x60 SH 6/1 ` W x 16 3 OUTER END CANTILEVERS OVER POSTS +26.6 -29:0 3-2x6 A 6 CUSTOM FG N/A W x 16 7 26"x72"+28"x72" + 20"x72" +27.0 -29.4 3-2x10 A 2 2 7 4-36x72 SH 6/I W X 16 3 EA MULL Z DOUBLE WINDOWS.. +26.3 -28.6 2 -LVL B 4 4 $ 36X60. SH 6/I W X 16 3 INNER END FRAMES INTO WALL L +26.6. -29.00 3-2x6 A I I , 9 36 3 2 x 6 5H 6/I W x 16 6 - KITCHEN MULL +2 .4 -29.7 7 3-Z 10 3-2xIO. E 2 2 10 36x60 SH /I 6 WXI 6 3 EGRESS _29 +26.6 .0 3- 6 2x A I I II 36x60 SH 6/I W X 16 3 EGRESS +2.6.6 -29.0 3-2x6 A 1 12 2406 SH 6/I W x 16 3 OBS GLASS' +27.4 -29.7 3-2x6 A r... 13 24X36 SH 6/1 W x 16 3 OBS SS GLA +27.4 -29.7... 3-2x6 A ' i 14 X X 16 FG HEADERS, COLUMNS BEAMS & OVERBUILD FRAMING #2SYP FB=1500 PSI W X 16 VARIES U 0 DO MULLED T WINDOW /DOOR +27.4 -29.7 SEE WINDOW / DOOR 15 43 1/2" D FG OWNER �«*� CIRCULAR FIXED GLASS +26.5 -28.9 3-2x8 A GLASS OPNG 2510 WALLS, BLOCKING AND MISCELLANEOUS #2 SPF: D PGT 2100 VINYL.. WINDOWS -W I H TE ALL EXTERIOR WINDOWS WITH FIN BO E WINDOW # 14 TRANSOM ALL INTERIOR TRANSOMS NO FIN X FRAM (SEE ) OWNERS STAINED GLASS TO BE ALL WINDOWS.- LOW E - THERMOPANE - INSTALL TEMPERED GLASS AS REQUIRED BY CODE INSTALLED. INSIDE OF THE FIXED GLASS ALL OPERATING WINDOWS TO HAVE SCREEN 0ASSEMBLED ALL MULTIPLE -WINDOWSFACT RYFURRING "AT ALL HEADERS AND BEAMS TO BE AS ALL GRIDS TO BE 3/4" - INSIDE, OUTSIDE AND BETWEEN GLASS REQUIRED FOR HEADER OR BEAM TO ALIGN W STUDS ALL EXTERIOR WINDOWS TO BE DSB WITH GRAY TINT ALL EXTERIOR WINDOWS TO HAVE PGT CHANNEL TRANSOM W -- MATCH WINDOW WIDTH, INDIVIDUALLY AND COLLECTIVELY LVL - EA LAYER 1 3/4" x II 7/8" - 1.9E BY TRUSS JOIST VAPOR BARRIER SHALL BE 6 MILL POLYETHYLENE HARDIBOARD H 0R I ZON T Al BEAMS MK SIZE ATTACHMENT LOCATION JACKS KING COMMENTS B I 2 -LVL D 4 4 INNER END FRAMES INTO. WALL D HCP TRIMMED TO FIT E H-1 OPPOSITE END FRAMES INTO 6X6 POST B2 2 -LVL D FF - BOTH ENDS FRAME INTO 6X6 POST 133 3-2 x12 E - ABU66 ONE END FRAMES INTO POST _ l 4-IOD/6-IOD 2-IOD/4 -10D 2X4 AND 2X6 HANGAR J 1/2DRYWALL OPPOSITE END FRAMES INTO BEAM B4 3-2x12 E,H,HH 3 3 ` INNER END FRAMES INTO WALL ' OR PLYWOOD TO PREVENT PROJECTILE PENETRATION DTT2Z 8SDS I/4XI.5 DBL STUD TITEN HD I/2x8 ANCHOR ENDS OF SHEAR WALL N LGT2 / LGT3 OUTER END CANTILEVERS OVER POSTS B5 NOT USED 1/2x6 @ PLATES 1/2x8 @ DTT2Z WALL PLATE ANCHOR AND DTT2Z ANCHOR P ST -12 STUDS B6 3-2x12 E,H,HFI 3 3 INNER END FRAMES INTO WALL CCTR46 (Z) THROUGH BOLTS: 3-2X12 BEAM TO 3-2X12 BEAM TO 6X6 POST W CCTL46 (Z) THROUGH BOLTS 3-2X12 BEAM TO 3-2X12 BEAM TO 6X6 POST OUTER END CANTILEVERS OVER POSTS B7 ` NOT USED 138 3-2x12 E - - ONE END FRAMES INTO POST ON OPPOSITE END FRAMES INTO BEAM B9 2-2x12 .E :: 3 3 INNER END FRAMES INTO WALL 995 ROOF LOADS : 20 PSF. OPPOSITE END FRAMES INTO 6X6 POST BIO 2-2X12. E 3 3 INNER END FRAMES INTO WALL L OPPOSITE END FRAMES INTO 6X6 POST BI I 3-2x12 ` E BOT ENDS H ND FRAME INTO 6X6, POST'.., B 12 3-2x12 E - -- INNER END FRAMES INTO WALL.' �� j OPPOSITE END FRAMES INTO 6X6 POST NOTES LVL = 1 3/4 x II 7/8 +1.9E BY TRUSSJOIST ,FUR ALL BEAMS AS REQUIRED FOR THE BEAM EDGES TO ALIGN WITH THE WALL FRAMING OR POST. BELOW ALL BEAMS AND HEADERS OTHER THAN LVL TO BE SYP #I SIMPSON 1/4" SDS SCREWS I/2" SHORTER THAN BEAM 3-2 X VARIES BEAM THICKNESS WIDTH & 2 LAYERS VARIES F6" 16" 16'. /2" PLYWOOD I/2" PLYWOOD 11 1 4 11K VAPOR I/2 I-�-5 I/2" ALL LUMBER IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED MARK 2x12 PT BARGE BD ATTACHMENT LOCATION ,r/ 2X6 STUDS 9-8DX1.5 TRUSS 9-8Dx1.5 PLATES ' TRUSS TO DOUBLE TOP PLATE SIDING H -10A-2 9-8DXI.5 TRUSS 9-8DXI.5 PLATES DOUBLE TRUSS TO DOUBLE TOP PLATE C I/2 DRYWALL 8-8Dx1.5 TRUSS 8-8Dx1.5 PLATES TRUSS TO DOUBLE TOP PLATE D HCP TRIMMED TO FIT E H-1 6-8DXI.5 TRUSS 4-8DXI.5 PLATES FRAMING TO TOP PLATE & PERGOLA F HUCO212-2-SDS 12SDS 1/4x2.5 POST 6SDS1/4x2.5 BEAM 2-2X12 BEAM TO 6X6 POST. FF HUCO212-3-SDS L2x6 G HUCQ412-SDS 14SDS 1/4x2.5 POST 6SDS1/4x2.5 BEAM 2 -LVL BEAM TO 6x6 POST THE STRUCTURAL DESIGN IS BASED ON AN ENCLOSED STRUCTURE. WINDOWS SHALL BE COVERED WITH STORM SHUTTERS ABU66 12-16D POST 5/8" ANCHOR (PAB5-12) POST BASE _ l 4-IOD/6-IOD 2-IOD/4 -10D 2X4 AND 2X6 HANGAR J 1/2DRYWALL 3-IODXI.5 PLATE(S) c'-IODXI.5 STUDS SINGLE STUD TO PLATE(S) K DSP OR RSP4 6-IODx1.5 PLATE(S) 8-IODXI.5 STUDS DOUBLE STUD TO PLATE(S) L PAB5-12 : POST BASE TO FOUNDATION OR PLYWOOD TO PREVENT PROJECTILE PENETRATION DTT2Z 8SDS I/4XI.5 DBL STUD TITEN HD I/2x8 ANCHOR ENDS OF SHEAR WALL N LGT2 / LGT3 14-16D SINKERS -STUD 16-16D SINKERS -BEAM 2-2x12 / 2 -LVL BEAM TO JACK STUDS 0 TITEN HD 1/2x6 @ PLATES 1/2x8 @ DTT2Z WALL PLATE ANCHOR AND DTT2Z ANCHOR P ST -12 STUDS T BY TRUSS MANUFACTURER 1140' CC46 (Z) THROUGH BOLTS CANTILEVERED 3-2X12 BEAM TO 6X6 POST 1/2" PLYWOOD CCTR46 (Z) THROUGH BOLTS: 3-2X12 BEAM TO 3-2X12 BEAM TO 6X6 POST W CCTL46 (Z) THROUGH BOLTS 3-2X12 BEAM TO 3-2X12 BEAM TO 6X6 POST * USE LGT3 AT DBL LVL BEAM TO WALL AND INCLUDE 2X FURRING WOOE SILL 1245 DESIGN LOADS IN ACCORDANCE WITH FABC ARE: ON HEADER 995 ROOF LOADS : 20 PSF. , WIND LOADS : 139 MPH (PER ASCE 7) OF TRIM - STYLE �� j 545, 585 INTERIOR PARTITIONS : 5 PSF PERPENDICULAR TO THE FACE THE WALL FLASH ALL /i TO BE ASy LUMBER GRADES SHALL BE A MINIMUM OF; WINDOW HEADS r... / SELECTED BY , i � � 2510 % HEADERS, COLUMNS BEAMS & OVERBUILD FRAMING #2SYP FB=1500 PSI OWNER r WE/, ^' HARDIBOARD 2510 WALLS, BLOCKING AND MISCELLANEOUS #2 SPF: TRIM 2510 SILL PLAT ES #2 SYP PT 2300 PT LUMBER SHALL ALSO BE UTILIZED WHEREVER INDICATED ON THE DRAWINGS AND IN CONTACT WITH CONCRETE 265 585 LVL BEAMS TO BE 1.9E- 1 3/4„ X II 7/8 BY TRUSSJOIST - COMBINE MEMBERS AS DETAILED / SPECIFIED HARDIBOARD HORIZONTAL 350 PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH FABC. THE TRUSS MANUFACTURER SHALL SIDING 775 SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION HEAD JAMB SILL 5870 1/2" PLYWOOD---------- LYWOOD 21LF5 ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS INDICATED OTHERWISE 2050 THESE STRUCTURAL REQUIREMENTS SHALL EXTEND TO ALL ITEMS COVERED SSTD 10-93, EXCLUDING FINISHES AND EXTERIOR WINDOW TRIM IS 1855 2570 NON-STRUCTURAL ITEMS, MISC PARTS, OVERHEAD DOORS, ROOFING AND WALL WATERPROOFING TO BE APPLIED OVER THE W NOW DETAILS 1105 _ SIDING WHICH IS TO EXTEND SECURE WINDOWS AS 2x6 STUDS DETAILS INTO THE POCKETS ON THE SPECIFIED IN N.O.A. WINDOW FRAME NO SCALE CONNECTOR SCHEDULE MARK SIMPSON ATTACHMENT LOCATION A H -10A 9-8DX1.5 TRUSS 9-8Dx1.5 PLATES ' TRUSS TO DOUBLE TOP PLATE B H -10A-2 9-8DXI.5 TRUSS 9-8DXI.5 PLATES DOUBLE TRUSS TO DOUBLE TOP PLATE C H-10 8-8Dx1.5 TRUSS 8-8Dx1.5 PLATES TRUSS TO DOUBLE TOP PLATE D HCP 6-IODX1.5 TRUSS 6-IODXI.5 PLATES HIP CORNER TO TOP PLATE E H-1 6-8DXI.5 TRUSS 4-8DXI.5 PLATES FRAMING TO TOP PLATE & PERGOLA F HUCO212-2-SDS 12SDS 1/4x2.5 POST 6SDS1/4x2.5 BEAM 2-2X12 BEAM TO 6X6 POST. FF HUCO212-3-SDS 14SDS 1/4x2.5 POST 6SDS1/4x2.5 BEAM 3-2X12 BEAM TO 6x6 POST G HUCQ412-SDS 14SDS 1/4x2.5 POST 6SDS1/4x2.5 BEAM 2 -LVL BEAM TO 6x6 POST H ABU66 12-16D POST 5/8" ANCHOR (PAB5-12) POST BASE _ U24 / U26 4-IOD/6-IOD 2-IOD/4 -10D 2X4 AND 2X6 HANGAR J SSP OR RSP4 3-IODXI.5 PLATE(S) c'-IODXI.5 STUDS SINGLE STUD TO PLATE(S) K DSP OR RSP4 6-IODx1.5 PLATE(S) 8-IODXI.5 STUDS DOUBLE STUD TO PLATE(S) L PAB5-12 : POST BASE TO FOUNDATION M DTT2Z 8SDS I/4XI.5 DBL STUD TITEN HD I/2x8 ANCHOR ENDS OF SHEAR WALL N LGT2 / LGT3 14-16D SINKERS -STUD 16-16D SINKERS -BEAM 2-2x12 / 2 -LVL BEAM TO JACK STUDS 0 TITEN HD 1/2x6 @ PLATES 1/2x8 @ DTT2Z WALL PLATE ANCHOR AND DTT2Z ANCHOR P ST -12 10-16D JACK AND KING STUDS TO HEADER T BY TRUSS MANUFACTURER U CC46 (Z) THROUGH BOLTS CANTILEVERED 3-2X12 BEAM TO 6X6 POST V CCTR46 (Z) THROUGH BOLTS: 3-2X12 BEAM TO 3-2X12 BEAM TO 6X6 POST W CCTL46 (Z) THROUGH BOLTS 3-2X12 BEAM TO 3-2X12 BEAM TO 6X6 POST * USE LGT3 AT DBL LVL BEAM TO WALL AND INCLUDE 2X FURRING AKUTZ@CFL.RR.COM VTCR UC26 U26 CC46 CCT46 WHERE FLANGES INTERFERE 2x6 HORIZONTAL FRAMING @ 16" OC I I I I I I I I I /i 1 I I I I I I 1 I I I I 1 I I I I I II II II I 11 Ihhl I I 1 I I I I I I I I I I I UHLVAMr-r- AINU rrAnv 1 - I I I I I I I 1 I I I I 1 1 1 I I I I I I I I I iI I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I II/ II II IX II yl I FLASH VENT PIPE TO C WITH SOLDERED COL R I Ko ON CAP. VAULTED CEILING BELOW ROOF PITCH 6/I2 I VOID SPACE II II II ABOVE CATHEDRAL I . II I CEILING 325# / SQUARE FIBERGLASS II ARCHITECTURAL SHINGLES FLASH OVER PEEL N SEAL OR II i I � POLYETHYLENE ROOF BARRIER METAL CRICKET r-nirn I I I I I I I I I I I I I I I I I I I 1 I I I I 1 I I I I I I I I I I I I 11 Ihhl I I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I 1 1 1 I I I I I I I I I iI I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I L--J-J---L--L--u--1--I---L- F --j CLEAR CORREG, A HOUSE 2„+/- I'-2” - icy NOTE: THIS WALL SET IN 1 1/2" N FLOOR N N TO RECIEVE STONE oc - 16 14 7 "-- ----7.. _ 1 I/2' STONE VENEER _ cV STONE VENEER FOUNDATION PLAN STUNEL.EL)GE SCALE 1/4" - 1'-0" #5 @ 12" oc 6.01° T BOTH WAYS " IzEF - 17 ------------.--.--. S"TUNE I„ STANDOFF 1- - — - — VENEER ON TOP OF STONE �4 i I 6x6 PT FRONT POST FRONT _ N PORCH PORCH i ABU66 -J7 1/4"l- 1 . STONE r`. 4n CONC. GRADE `I•; PAB5-12 - - t #5 CONTINUOUS 1 ' I CONCRETE N 1 #' FILL REMOVE 2" FROM EACH 1 #5 VERTICAL 1 SIDE OF A 16xl6 ONE co l� • • e CO e L • ELL. CONC BLOCK AND INSTALL AS DETAILED 2 OR FORM AND POUR #5 CONTIN 16" -I 1 9 11 I3 - - - - --- 10 RISERS ARE TO BE EQUAL - ADJUST FOR FINISH GRADE FRONT PT PLATE PORCH X 11/2" STONE 2 1/2,11, #5 CONTIN TITEN.HD 1/2X6 < W MUD -SET 245 HARDWOOD @ 4' OC AND WITHIN SCREEN 2- #56" OF ENDS PORCH HOUSE HOUSE FLOORING HOUSE 14 1 1/2" 2 Lo r FIBER MESH ' OMIT @ o '• - :• ..r,: a ,•..;.•• _ _ ; . FILLED CELL _ • O GRADE - - 1- ----- -- — --- --_..— -- t — — — — — — ----- ------ -1— ------- Q X #5 IN CELL Q 1 1 FILLED W CONC 1 16„ u co _ )co it> in it — — TYP I CAL _ )L ® • CO• e • CONC STEP "' 2 #5 16" Z 3 4 TYPI('01 Q. I ._ TOW = o I _ I 13" AFG l� I I . co a I rm= FOOTING SCHEDULE MK SIZE REINFORCING A 16" x 8" DEEP 2-#5 CONTIN BTTM B 16" x 8" DEEP 2-,#5 CONTIN C 5'-1" x 8'-0" x 10" #5 @ 6".EA WAY FIELD CONFIRM ALL DIMENSIONS BEFORE FABRICATING ANY TRUSSES - CONTRACTOR AND MANUFACTURER ARE ARE RESPONSIBLE FOR ANY TURSSES WHICH DO NOT FIT ACCURATELY 1140 1245 995 I , 2 545 5 5 ;.` 585 ALIGN FACE OF LESS THAN Z' SEE WINDOW SCHEDULE ALIGN FACFs OF TRUSS WITH 2510 TRUSSES WITH FACE ALIGN FACE OF FOR HEADER (2 -LVL) CENTER ENTER CENTER TRUSS WITH STUDS FACE OF WALL STUDS BELOW OF STUDS BELOW ■ ■ 2510 - BELOW ■ ° 2510 U V nw L -0 4 -0 4-2 2300 UR5C a w � 265 - : 585. ■ ■ 350 2X BLOCKING I I I III II I I I I I I I I I I I i I I I I I I I 775 EI E E E C C C C C C11 1 11 C AI IA IA A A A A Al I A A A A A A A A A A A A A A A ) A 244 Qc 5670 Lu o CIC _ G I 1® I II I G 1 I �' '.`�' I N IF F FF I FF 2145 �J F F I I B2 I III 1 l I I BI I I I t o vil I I I 1 1 I I I 1 I l I I I.I I III I BII III F H 200 �z o ID I LVL 1 III I 1 1 I LVL I I I_j I a III III I III IIII11855 2570 WZT I 1 III I.. I I I I I a■ w C a ■ ■. H 1105 z VAULTED CEILING I I 111 i 1 I I I I I W I W I l I I I I I I I I I I I I I II I III I III �_E95 — T —L_ TI � -1 I in I nl I I I al U I I I III I..IIICONVENTIONALLY II r� _ — w1 IiC III�I �I �I �I alaIal<1aal al al al al ai al al al l -1 al I l al lll l la H FRAME OF 2x6 PT U, a 11 ■� I m@ 16° OC m E97 III w I I I I I I I I I■ I I I I I I 1 I i■ T I I I WaI_� ill I I I —C ----- AlAl A A A A ATTI WALL - r H CCTR46 III I I 1 I I 1 I' I I I I I I I I I -11 I III I 111 I I CONNECTOR NN CTOR SCHEDULE I E A IA —— AI A l MARK S SIMPSON C ATTACHMENT LOCATION A H -10A 9-81)X1.5 TRUSS 9-81)x1.5 PLATES TRUSS TO DOUBLE TOP PLATE B H-10 -2 A - 9 8 xl 5 TRUSS - 9 SDxl.5 PLATES DOUBLE TRUSS TO DOUBLE TOP PLATE ' C H -IU 8-81)X1.5 TRUSS 8-81)X1.5 PLATES TRUSS TO DOUBLE LE TOP PLATE D HCP, 6-10oX1.5 TRUSS 6-101)X1.5 PLATES HIP CORNER TO TOP PLATE E H-1 6781)x1.5 TRUSS 4-81)x1.5 PLATES FRAMING TO TOP PLATE & PERGOLA F HUCO212-2-SDS 12SDS 1/4X2.5 POST 6SDS1/4x2.5 BEAM 2-242 BEAM TO 6x6 POST FF HUCQ212-3-SDS 14SDS 1/4x2.5 POST 6SDS1/4X2.5 BEAM 3-2X12 BEAM TO 6x6 POST G HUC0412-SDS 14SDS 1/4x2.5 POST 6SDS1/4x2.5 BEAM 2 -LVL BEAM TO 6x6 POST H ABU66 12-16D POST 5/8" ANCHOR (PAB5-12) POST BASE I U24 / U26 4-IOD/6-IOD 2-I0D/1. -101) 2x4 AND 2x6 HANGAR J SSP OR RSP4 3-101)x1.5 PLATE(S) 4-101)x1.5 STUDS SINGLE STUD TO PLATE(S) K DSP OR RSP4 6-IODXI.5 PLATE(S) 8-101)x1.5 STUDS DOUBLE STUD TO PLATE(S) L PAB5-12 POST BASE TO FOUNDATION M DTT2Z 8SDS I/4X1.5 DBL STUD TITEN HD 1/2x8 ANCHOR ENDS OF SHEAR WALL N * LGT2 / LGT3 14-16D SINKERS -STUD 16-16D SINKERS -BEAM 2-2x12 / 2 -LVL BEAM TO JACK STUDS 0 TITEN HD 1/2x6 @ PLATES 1/2x8 @ DTT2Z WALL PLATE ANCHOR AND DTT2Z ANCHOR P ST -12 10-161) JACK AND KING STUDS TO HEADER. T BY TRUSS MANUFACTURER U CC46 (Z) THROUGH BOLTS CANTILEVERED 3-2X12 BEAM TO 6X6 POST V CCTR46 (Z) THROUGH BOLTS 3-2X12 BEAM TO 3-2X12 BEAM TO 6X6 POST W CCTL46 (Z) THROUGH BOLTS 3-2X12 BEAM TO 3-2X12 BEAM TO 6X6 POST USE LGT3 AT DBL LVL BEAM TO WALL AND INCLUDE 2x FURRING N E E9 p 2x4 STUDS FRPM TOP PLATE ■ � II II P i I I I I I I I I I I I I I III I I. — — — — — — — —. _. I TO RIbOF DECK SECURE TO ■ BEAM CANTILEVERS OVER THIS POST o S 5 5 D i I I I I I I TRU E ANDIIN TALI_ PLYWOI) . I I I I 1 I I I I I I III I III I I c5 c3 c1 INSTALL SIMPSON POST CAP CC46 C } I I I H E9 T BET�IEEN TRU SES - TO i R7 ---------- -SII p I I I I I I I I I I I I I; I I I I I I 111 III 1 I INTERI R 1 1 RELIEVE SPR �ED FOAM �y I - t BEARI G 111 i I I I I I I INsu ATION .BEE DRAWING I I I I I I I I I I I I I 111 ■ I III I 111 I f USS NOTES p I I �I WALL 1 J 1 1 1 I I III fE ,TR NTE U12 F0 LOCATION OF ALLS ■ ■ N A A A A A A A B I E E ,. v E9G III I I I I I I I RINI�I rI V I I I I I I I I I I I I �III_N Q CI us s I) TR SE SHALL BE DESIGNED BY A FLORIDA REGISTERED II Q I I III 1 ENGINEER EXPERIENCED IN TRUSS DESIGN, PROVIDE SHOP CI o II i - 0 - E I 1 I I I I 1 1 1 1 1 I 1 I I I I 1 I I III I DRAWINGS TOi'HE ARCHITECT FOR APPROVAL PRIOR TO �/CA�I TILEVEf� z■FABRICATION. SHOP DRAWP 1 A w I I I INGS SHALL BEAR,THE SEAL OFH f I I I I I I I I THESE TRu�sEs I I■ I I I I I i I I I �� I 11 I I 1 I I I I'I I 1 1I I I I IIITHE ENGINEER. w TEDGE OF —c5 0 BE B D B B6 � z NOTE: AM 4 AN BEAM /. � T STEP— cn a I I I � 2 T P 1 i 1 i I 1 � l I I 1. I,� I 1 I I I I 1 I I � I i I )THE TRUSS FABRICATOR SHALL PREPARE A FRAMING ARE CONTINUOUS TO HERE f f i 1 I I I_ 1 I 1 I l I 1 III ./ / INT RIOR BELOW / ■ a5 LAYOUT INDICATING THE LOCATION 0 ATTIC ■ 1 fl N F THE TRUSSES, B I I I I I I I I I I i I � .I 111. � II II r I I l I I I ER1NG 1 1 I I I I I I I III c ■ WITH ■ v � a, � T _, - _; _ _ _ BEARINGS, TRUSS SPACING, BRACING LOCATION AND OTHER C C i s wA L C3 I I I I I I I i 1 I 1 I I 1 111 1 I U I U I U I U I ca I 111 INFORMATION DEEMED PERTINEN I. ARCHITECT WILL FLOOR / D �J � � T PROVIDE TO FABRICATOR, UPON REQUEST, A CD ROM DISK . CONTAINING A BACKGROUND DRAWING IN CAD FOR IS f I I ivi I. I I i I M aII T - I I I ■ C . I I I — — — — --. — —. C] USE. FABRICATOR SHALL SUBMIT FRAMING LAYOUT TO ■ ■ C: 2-2x6 1 IN ffZ bR 1 1 I 1 1 I I 1 I 1 I i I I I I 1 I� 1 1 1 III I ARCHITECT PRIOR TO FABRICATION. UPON APPROVAL l I I I I i 111 T FABRICATOR SHALL PROVIDE COPIES TO CONTRACTOR AND i I I I I III I J I I. I I I I I III TRUSS ERECTOR FOR FIELD USE, ATTIC I Q 1 I I _ I I I I III I III I c] - it - ACCESS TRIMMERS FIDR STAIRS ■ I I I I 1 I I 1 111 C H / I 3 CONTRACTOR SHALL BE RESPONSIBLE / i I STAIRS I I I ( I II ■ : 1 111 1 111 i ' I ' I c� ) A RE P NSIBLE FOR PROPER _ r I I f/ � I I I I I I I I I I I a I I I I III II E C — - 1� — _ = = = = = I I I 1 I I I Q T TRUSS HANDELING AND PROPER TEMPORARY AND ERECTION 1 1 1 I z I I I I I I Ifl- -- -- — C7 BRACING 2-2x6 I I I h C W N -__ I INTIERIOR I I I. I I I I I I I I I I I I 11 I I I I I I I III E4G C C BE RING ■ ■ 0' 4) PERMENANT BRACING AS INDICATED ON THE DRAWINGS BEAM CANTILEVERS OVER THIS POST U C I L I I I I I I I I I I I I I I I I I I III I 111 I I I I I I I LU III T INSTALL SIMPSON POST CAP CC46 B 6 H C C WA L ° —� ca — _ — _ SHALL BE A MINIMUM OF 2X4 DIMENSION LUMBER WITHL Q I I I I I I I i I I I I I I I I III I III I 111 l 1 I I 1 I� C Q -16D NAILS IN EACH TRUSS UNLESS INDICATED OTHERWISE. � 1 I 1 c� � ADDITIONAL B Ec�c I I I I I I I I I� I I I I I I I I I III I `...111 .1 I I I I I I I _III T RACING AS REQUIRED OR RECOMMENDED BY -- C C� C C C C C cy_Q THE TRUSS DESIGNEER OR FABRIOCATOR SHALL BE 1 1 1 I I I I I I I a 1 1 I I I ° I I I I I i Ifl =----- CCTL46 _ E FE H v> ■ w Til INCLUDED AND INSTALLED � I I Ivy I I I I I 1 I I I I I I � ■ cz �, I I I I I I I I I III J I I 5) THE TRUSS FABRICATOR SHALL BE RESPONSIBLE TO -- -- - a I L I I I I I I I � I_-1._:-I—_J...—_L-:—�.� 11LT--- c — CA TILEVE I — — COORDINATE ALL TRUSS DIMENSIONS WITH FIELD i I 1 1 1 I I I I I I I i I I I I I c] E E4c H I I I I I I 1 1 I a A F TH 5E TRU SES ■ ■ DIMENSIONS PRIOR TO FABRICATION. NOTIFY THE o A I' 00 0 I I z I I I I i I I I I I I I I I I I I■ I rT c wALL 1 I 1 z l 1 l I l l 1 III 1 ARCHITECT IN WRITING IF ANY ADJUSTMENTS TO DRAWING w 1 1 1 I 1 T l C DIMENSIONS ARE RECOMMENDED OR REQUIRED E I c sH w - I l 1 1 III ---- — E �C cn I I I 1 T I C3 6) PROVIDE HURRICANE ANCHORS IN ACCORDANCE WITH � I I i I I I I I I I I- 1 I - l I I I I I I I� I I I I _ I � I I i I I I I 111 ALIGNIFA�E I I THE GOVERNING CODE AND REGULATIONS AND AS c3c — l I 1 I I I I I I I I I I I I I I I III 1 T INDICATED ON HE DRAWINGS RAWINGS -ALL TRUSS TO TRUSS E I OF •tRU. S 1 I I I I I I 1 1 I I 1 i 1 l I l I l I I 1 I I I l l I III - — C5 ANCHORS ARE TO BE SPECIFIED AND SUPPLIED BY THE N >- , — WITH FA 'E F I I. � - U) a 1 (STUDS BEL w I i rI I I I I I I I l 1 I 1 I I I I I I I I I I I I I 1 I I 111 I I TRUSS MANUFACTURER � i Z: I I I I I I I o I I I I I I I 111 po c1 — w �z =o i I E A IA —— AI A l A A A rA A A A A A A A A A A A A A A A A A A A I I I I A I I I I A A A A I A A \■ I 1 1 I 1 I I IA I IA IA I A IA IA 11113 JE E 1 E I I I I I III ' I R4C v � � .o co � � � ao � l FACEALIGN I 1 FACE [LIU �ALIGN 1 R7 OF TRUSS 1 OF TRUSS WI-Tt1 I I FACE OF I I I I I WITH I : FACE OF SEE DOOR SCHEDULE FOR GARAGE DOOR HEADER STUDS BELOW —�—f— — — F I 1 — — — — — �— — WALL BELOW I I I 1 I I (2 -LVL) HIP SET TRUSSES_ HIP SET AND CONNECTIONS��`E�� I I I .'" I DIMENSIONS VARY FIXTURES - LIGHT FIXTURES TO BE SELECTED AND LISTED BY THE OWNER LOCATION MFGR : MODEL NOTES LIVING DINING SPOTS CHANDELIER USE THE FIXTURE THE OWNER HAS IN STORAGE FAMILY HALL KITCHEN RECESSED OVER CABINETS OVER ISLAND LAUNDRY MASTER BED CLOSETS BATH 2 CEILING VANITY ANTE ROOM BATH CEILING VANITY ATTIC EXTERIOR @ GAR DOOR @ KITCHEN DOOR SOFFIT CEILING FANS HUNTER :. 52" - W, LIGHT CORROSION RESISTANT FRONT PORCH PENDANT CEILING SCREEN PORCH SKYLIGHTS SIDEWALL MOUNT SCONCES UP AND DOWN LIGHT LANDSCAPE AREA LIGHTING PVC CONDUIT .: GARAGE PERGOLA WATERPROOF ALL DEVICES WHITE ALL DEVICE PLATES WHITE ALL RECESSED TO BE INSULATED, WITH THERMAL CUTOFF USE LED IN LIEU OF INCANDESCENT WHEREVER POSSIBLE 2x2 PT @ 24" 0 SIMPSON H-1— 2'-Y 3 , I s (tt fit;' a�M � ✓'°� � r's� ,rY �+�� r# a a+ '�6'i�:;6 .. �r P}iiia Rile.: � �-�.<.+.,ua e ' °"ar for Nrupar 'y� ,t.,,.�.i � 9. 'j' ¢su ,x+r ¢�,A r'� I'..;! r a �3a 3 { ✓'t D t�' `� 'M w" a butP 3 wm 3 wr1 � r� i ` LGT2 ' 65— 2 D 2Z ' U2[F/U26 UC24C/UC26 LGT2 RSP4 ABU66 PA I. POSTS TT ST12 SSP / DSP CCT (L&R) 46 Z APPLICATION ` WHFRF FI AN(;F�, INTFRFFRF RECORD COPY 15 - 1 7 0 3 c i�MA&�o i-iA AY REVISIONS BY PROPSED PERGOLA BUIhT OUT AT SIEBER R . 1617 MAGNOLIA ST) FLORIDAF-L.OR_ s � L o � o 0 0 0 U E c > rn iA L I ' I C /^0 H W V I Z W U Z H FBC 2014 5TH EDITION ti U WIND DESIGN CRITERIAI(ASCE-7) 1. 139 MPH v U 2. RISK 11 3, EXPOSURE B sNOm 4. P+ (30 PSF) .•+ W t9 cY C �� 0 5. P— (40PSF) C�tou Q 011 Cv SCOPE OF WORK:t W CONSTRUCTION OF PERGOLA _ SIZE 18'x20' Q POST BEAM AND RAFTER PER DRAWING . H I] , Z Q £CORD COPY O EXISTING HOUSE �-- Q I REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER 5.;), I-7 C� rp� . DATE Q ' —j Q - SANFORD BUILDING DIVISION 0 - ' A PERMIT ISSUED SHALL BE CONSTRUED TO BE AW LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL Z CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER 0 REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE L d M SITE PLANT O SCALE,1/16'81'-0' O IZ PLA11b W r E -N(03. D 'uPTi Ok to install 18' x 20' (360 square foot) Pergola Carport as shown on plan. Meets area and dimension regulation for the SR -1A zoning district. DRAWN GD C CKED LM DATE 05/15/08 ANFOIID 0, 07100 DRAWING NO. EXISTING ROOF EXISTING WALLF FELE 18"; SECTION: SCALE, 1/2'=1'-0' FLASH UNDER 'T POST TING 18"x30" SECTION SCALE, 1/2'=1'-0' 2x4 EDGE TO SUPPE CRICKET METAL OVER PLYWOOD LAP C❑RRUGATER❑❑FING MINI -1/2" FLA FRAMING PLANT SCALE11/2' =1'-0' 6'x6" PT POST SIMPSON STRONG TIE ABU66. CONNECTOR SCHEDULE,12-•16D, POST 5/8' ANCHOR :ONCRETE F❑❑TING 8'x18"x�'h' H10A POST TO BEAM CONNECTOR CONNECTOR SCHEDULE: 9D0Y>.1: Z 2 TAPERED BEAM V V .moi b POST ,�y HILA TO CONNECTOR CONNECTOR SCHEDULE:X1.5 --6X6 PT POST RAFTER CONNECTION DETAIL 2 RAFTER J❑INT HANGER c �N. 4 CONCEALED FLA STRIP L 0 it Ot 0 0 IRT PLASTIC Ll C 11 EE FRAMING PLANT SCALE11/2' =1'-0' 6'x6" PT POST SIMPSON STRONG TIE ABU66. CONNECTOR SCHEDULE,12-•16D, POST 5/8' ANCHOR :ONCRETE F❑❑TING 8'x18"x�'h' H10A POST TO BEAM CONNECTOR CONNECTOR SCHEDULE: 9D0Y>.1: Z 2 TAPERED BEAM V V .moi b POST ,�y HILA TO CONNECTOR CONNECTOR SCHEDULE:X1.5 --6X6 PT POST RAFTER CONNECTION DETAIL 2 RAFTER Q m c �N. 4 U L 0 it Ot 0 0 0 U E C Gnn EE 7 'o c > 0 W C S W � �n V ! W r z W z Em0 M J z 0 u Q c �N. 4 :500(p0 N 'm Ot d Gnn EE LI: c O LL -