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HomeMy Public PortalAbout08-0362 Seglam CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 08-6-2008 PERMIT#: 080362 WORK DESCRIPTION STORAGE SHED WORK LOCATION 1110 BAY ST OWNER NAME KEVIN SEGLAM ADDRESS 1110 BAY STREET CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 404-293-3847 CONTRACTOR NAME TUFF SHED INC ADDRESS 1777 S HARRISON ST STE 600 CITY STATE ZIP DENVER CO 80210 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $ 50.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $3,201.00 TOTAL BALANCE DUDE: $ 50.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: •Idtt:1614- %.1-)7-Th d)-1;61 P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org City of z' 'gee Island • Community Develop mt Dept. SIL`% f ',7 ) Inspection Report ���� J 403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 -��a ��\ ' INTERNATIONAL „ma Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. .� i '= Date Requested 1 ci t -r (e0 -- d C Owner's Name Q I0 ryTh Date Needed Gen. Contractor 17) c S L cJ Subcontractor Contact Information P �/ , ' �_ "� : Project Address 1 ? 't t ‘� �386 l Scope of Work . ,-) 1- ) 1- i. sz� o ,-4. Inspector Date of Inspection .''' Inspection 2�t. (' c. `; , r, r = Pass E/ Fail ® Fee f J Inspection Pass ❑ Fail ❑ Fee Inspection " Pass El Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee Joe? Yil ff,41' /101470 CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT 0?-0 Atlity if'F ;rV �3ll1iG 340 2- Location: I I 1 p 00th 5-• PIN#4-D021'i5'VDL NAME ADDRESS TELEPHONE Owner even SP.CIerY, 1110 PUJ g12-rOG-54086 Architect or Engineer ' te,hart,1 1 6f 1d+ Building 6631 EXec uk ve Ravi-.c+.N.201 Contractor TuOf S\, C Sacr on.\n ) 1 322110 gp�}--2g1�-2330 r (Check all that apply) ❑ Repair ❑ Residential Footprint Changes ❑ Renovation ❑ Single Family n Discovery ❑ Minor Addition ❑ Duplex n Demolition ❑ Substantial Addition ❑ Multi-Family Other SVAea ❑ Commercial Details of Project: gCo\\ bn pC Wo c :l ConS6c-teA (rte b I(� x 12 3 I Estimated Cost of Construction: $ 3ZU 1 . DD Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood &Masonry (5) Steel&Masonry (3) Brick Veneer Proposed use: , ge- Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units ! #Bedrooms e #Bathrooms Lot Area Living space (total sq. ft.) # Off-street parking spaces Trees located & listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories ( Height oil Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units,ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On-site restroom facilities will be provided through On-site waste and debris containers will be rovided by —' Construction debris will be disposed by t c \ by means of 1 o • I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: O 8/04/J 8 Signature of Applicant: k -- . A Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number:New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site f )(I s t)y\ Water meter size Storm drainage Approvals: Signature Date FEES Zoning Administrator 41 Permit Code Enforcement Officer `irArj,Fit, . Au,.0/Zoo s Inspections Water/Sewer Water Tap Storm/Drainage ` Sewer Stub Inspections - Aid to Const. City Manager TOTAL �Q. AIIIMMININNII / BAY STREET 75' R/W 4 N 67°29'48"E 80.00' N 67°29'48"E 80.00'• - - �CMF 5/8" RBF 5/8" RBF I c co °3 I 16.9' o O O co N g 1012.7r; T DECK LOT 3 LOT 1 W Cn o a 0 0 3 STORY STUCCO I k M RESIDENCE a2 y z N 12.6 17.1'01 CV x Z + U) 0'3 - PORCH ii_F O 1 A LA i SOT ►V`. %La ea 1/2" RBF _ _ 5/8" RBF. �� 5 RBF S 67°29'48"W 80.00' S 67°29'48"W 80.00' i ESTILL AVENUE 60' R/W I PLAT OF LOT 2, SECTION 5, BAY WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 1110 BAY STREET MR88 ANCHOR DETAIL MANTA RAY SPECIFICATIONS 1.MR-88,HAND PAVEMENT BREAKER OR VIBRATION DRIVEN SOIL ANCHOR,PART#S20355. WIDTH=1.75" LENGTH=6.25" BEARING AREA=10 SQ IN WEIGHT=2.2 LBS ANCHOR RODS ARE 1/2"-13 GALVANIZED THREADED ROD. INSTALLATION DEPTH=3.0 FT YIELD STRENGTH=7.5 KIPS ULTIMATE STRENGTH=10 KIPS,10000 LBS WORKING LOAD:UP TO 6.75 KIPS NOTE:USE PDSMR88 DRIVE STEEL 2.MANTA RAY MR88-RA1 ASSEMBLY INCLUDES: ANCHOR WITH 3 FT(MIN.2.5 FT IN GROUND)OF STEEL THREADED ANCHOR ROD SPREADER PLATE AND NUT. ALL COMPONENT SHALL BE COATED FOR CORROSION RESISTANCE. 3,SUGGESTED SUPPLIER: FORESIGHT PRODUCTS,LLC 6430 EAST 49TH DRIVE COMMERCE CITY,CO 80022 USA PHONE:303 286-8955,FAX:303 287-3866 W W W.EARTHANCHOR.COM 4.BASIC INSTALLATION PROCEDURE: A.PILOT HOLE DIAMETER: 50-76MM(2-3 IN.). ONLY REQUIRED IN VERY HARD SOILS. B.USING PDS8818 DRIVE STEEL,AT LOCATIONS INDICATED, INSTALL MR-88 ANCHOR UNTIL TOP OF ANCHOR ROD IS 1"ABOVE GRADE. C.USE DRILL WITH LS16-15 LOCKING SOCKET TO TURN NUT UNTIL ANCHOR ROD HAS BEEN DRAWN t.0 +--" BACK 3-4" OR A TORQUE OF 5 FT-LBS(60 INCH-LBS)IS ACHIEVED. THIS RESULTS IN A CLAMPING -k-' �' LOAD OF APPROXIMATELY 500LBS. ''� h--- - D.CUT OFF ANY EXCESS ANCHOR ROD FLUSH WITH TOP OF NUT. L PIC MR-88 ANCHOR SCHEDULE - BLDG. LEGNTH BLDG.WIDTH #OF MR-88 c.,;: 12' 8'- 12' 1 EA.CORNER(4 TOTAL) bra 16' 8'-12' 1 EA.CORNER(4 TOTAL) 20' 8'-12' 3 EA. SIDE(6 TOTAL) : 24' 8'-12' 3 EA.SIDE(6 TOTAL) , -' ` NOTES: I 1. MR-88 TO BE LOCATED AT AND ATTACHED TO THE CORNER STUDS.WHEN SIDEWALL W ANCHORS ARE REQUIRED ATTACH TO SIDEWALL STUDS. m-: .l h.'.i 2. MR-88 SPACING BASED ON LOOSE TO MEDIUM DENISE,FINE TO COARSE SAND OR ■ j •- FIRM TO STIFF CLAYS AND SILTS;OR BETTER tE:', 61 ! ., a -I 'r- f:- ATTACH SIMPSON HST2 felt WITH 3-1/2"X 3-1/2" - LONG LAG BOLTS INTO STUD _I USE 2"X 2"WASHER ON SIMPSON HST2 1/2-13 THREADED ROD NOTE: 0,1 SQUARE WASHER SHOULD w HAVE ROUNDED EDGES L 1'-9 1/4" U z a I IO a s O OI E SIMPSON HST2 BEND N z AND PAINTED AT 2ND " w z HOLE a a z _ 2 z o, w r <V ,I �/ FLORIDA PE#:23466 I AEU ammo SEALER'S PRINTED NAME: 141( SIDE VIEW TOP VIEW RICHARD WEINGARDT Scale: NTS / ,,I 66 TUFF SHED* Tit�e:MR88�/ApNCHOR DETAIL /%'r, �BY:SAH Storage Buildings&Garages 1 5ll E/tt` C Da t- �I'awri.Q7�24>'t}7 E�.4m."A''E Ch-cked By: HIA.LEAH.FL 3301.. °`"..r�FF Date Revised:11/2107 STORE 530 PTR SHED UP TO 12' x 24' DOORS AND WINDOWS PREMIER SERIES WINDOWS: ALL WINDOWS USED FOR THIS BUILDING ARE TO BE 3x4 EAGLE METAL TRUSS PLATE FLORIDA APPROVED FOR THE FOLLOWING CRITERIA: 3x6 EAGLE METAL Cgs County -2006 FLORIDA BUILDING CODE TRUSS PLATE —� [ -WIND SPEED: 140 MPH i z--- 2x4 SPF#2 OR BETTER RAFTERS -EXPOSURE:C OPTIONAL / @ 24" O.C.OVERHANG — I REVIEW FOR CODE COMPLIANCE DOORS: i COLLAR TIE REQUIRED ONLY ON STANDARD DOOR CONSTRUCTION FOR TUFF SHED UP TO 12" I DOORS UP TO 4T x 80 1/4"ON SINGLE HUNG DOORS -- 12'WIDE SHEDS Every effort has been made to identify AND 96"x 80 1/4"ON DOUBLE DOORS EXCEED ALL 12 j'��j code violations, no oversight by the LOAD REQUIREMENTS FOR THE FOLLOWING I '' �` FLORIDA APPROVED OWENS ��� reviewer shall be construed as authority CRITERIA.SEE ATTACHED DOOR DETAIL PAGE. , 4 ✓' CORNING SHINGLE -2006 FLORIDA BUILDING CODE ° MIAMI-DADS NOA. NO.: 03-0116.09 to violate, cancel, alter or set aside _WIND SPEED: 140 MPH �. TRUSS NAIL PLATES ARE: I:^ any applicable codes or ordinances, The -EXPOSURE:C EAGLE METAL PLATES review and permit should not be construed • Q (ICBO#ER4420) DOUBLE TOP PLATE as a warranty or guarantee. NOTE:FOR MAX ENDWALL DOOR WIDTH SEE ATTACH I I RAFTER MANUFACTURED DOOR DETAIL PAGE. WALL FRAMING TO BE NAILING w BY TUFF-SHED 2X4 SPF#2 OR BETTER Reviewed By , ' Date ' `� ROOF: b q• J € 16" OC. ATTACH 15/32"4-PLY CDX ROOFING DECKING TO i` Q �` TRUSSES WITH: SEE ATTACHED SHEET FOR STEEL FLOOD VENTS sr REQUIRED ALL COKM--�'; N 13,,,:T r- p L W 1 I -8d RING SHANK NAILS @ 4"O.C.EDGES UNLESS OTHERWISE NOTED IN THE SCHEDULE. FLOOR WITH ANCHOR DETAIL OR 1 -ONE SQ INCH SCREEN FOR `'' ���'� �``��� ,�5�1', +.�` I' � 4?I'!4-= -8d RING SHANK NAILS @ 4'O.C.IN FIELD. FOUNDATION DETAIL \ EVERY ONE SQ FT OF BUILDING. FAMILY `. E .I ;�I CODE ''(' I Di j i;, —....__..._ — AND i`' r N± ;, AMENDMENTS WALLS: UP TO 12'WIDE ATTACH 112"DURATEMP OR PLYWOOD SHEATHING 1-.. ..J TO WALL FRAMING WITH: Flood 8d NAILS @ 6"O.C.AT EDGES. hazard zone q BF 8d NAILS @12"O.C.IN FIELD. No inferior if E 13"��.c ATTACH SHEATHING TO ROOF FRAMING AND 0 BUILDING ELDING SECTION to a!"o!;✓ . walls designed BLOCKING WITH 8d RING SHANK @ 4"O.C. SCALE:NTS entry .� mechanical y and exit o; water Ill-lilted o�ae`�L'jpment. Only fir'' r10 TOE NAIL WITH ENDWALL OR SIDEWALL)12'WIDE OR LESS HAS rnited IN ADDITION TO NAILING: WHEN ANY WALL below SFE age and bD�Eding access WALL ON ONE O A DOOR OPENING AND LESS THEN 8'OF WINDOW MIAMI-DADE NOA,NO.:02-0408.02 COMBINED SHEAR WALL ON SAME WALL;GLUE �" DOUBLE TOP PLATE SPF#2 OR BETTER FOR ;ADERS r .2x4 TRUSS PLATE ON OTHER SIDE. / ' �� WOOD SIDING OR SHEATHING TO ALL t 'EQUIREMENTS ON DOOR-WALL FRAMING.DOES NOT INCLUDE iJ- [ CRIPPLES(IF REQ.) DOUBLE TOP RA E INTERIOR ONLY(ONE SIDE ` FRAMING ABOVE DOUBLE TOP PLATES. '�-r 1/2"PLYWOOD SPACER KING STUD ,�rE } Ii � CRIPPLES(IF REQ.) :`�/ . �� ADHESIVE: LIQUID NAILS LNP-902 SUBFLOOR HEADERS FOR 1/2' PLYWOOD SPACER CONTRUCTION ADHESIVE OR OTHER OPENINGS UP TO 3'-0" ..��� , AFG-01 STRUCTURAL ADHESIVE WITH 2 2 x 4 P HEADERS FOR: // SHEAR VALUE OF 400 PSI OR BETTER. ( } S F#2 OPENINGS UP TO 47"USE �a���� RAFTER / L TER. 2 x 4 WINDOW SILL (2)2x4 SPF#2 t HEADER: I SIMPSON H1 PLATE OPENINGS 48"TO 96"USE ON INSIDE AT EACH HEADER TO STUD-4-8d TOENAIL OR 4-16d END Or JII.. (2)2X6 SPF#2 RAFTER SIDING NAIL DOUBLED HEADER .._ � TRIMMERS KING STUD J�( — STUDS 16d @ 16"STAGGERED FACE NAIL FLOOR DECKING TRIMMER `-TRIMMER STUD BASEPLATE BASEPLATE --HEADERS FOR: RAFTER TO WALL BUILDING CODE: REFER TO THE DOOR OPENINGS UP TO 72"USE 0 CONNECTION DETAIL KING STUD FLOOR DECKING DETAIL OOR DESIGN&OR THE OPENINGS)2x4 SP #2 TO 96"USE SCALE:NTS FLORIDA BUILDING CODE FOR WINDOW OPENINGS UP TO 3'-0" FOR OPENINGS UP TO 8'-0"ON LIMITATIONS. (2)2X6 SPF#2 WITH 2005-2006 SUPPLEMENTS ON PREMIER SERIES SIDEWALLS PREMIER SERIES SIDEWALLS DESIGN LOADING ipt WINDOW HEADER DETAIL FOR DOOR HEADER DETAIL FOR HEADER DETAIL FOR NON WIND SPEED &EXPOSURE 150 D D. IRV LOAD BEARING WALLS ! LOAD BEARING WALLS (SIDE WALL) ©LOAD BEARING WALLS(END WALL) ROOF LIVE LOAD 20 PSF. 53O-PTR-01 DEAD LOAD 10 PSF. SCALE:NTS SCALE:NTS SCALE:NTS 4 / TUFF SHED O Customer: P.O.# INC THESE DRAWINGS F TUFF E FOR A Richard / Title: ©2007 FLORIDA LICENSE PE#23466 4. Drawn By: SAH ARE BUILDING SECTIONS SHEET:Inv Storage Buildings &Garages Date:07/05/07 BUILDING TO BE SUPPLIED AND '�� Weingardt SEALER'S PRINTED NAME: SHED BASE Consultants ,"� Site Address: BUILT BY TUFF SHED. ANY OTHER DETAILS Checked By: USE IS FORBIDDEN BY BOTH TUFF 9725 East Hampden Avenue, Suite 200 HEADER FRAMING 7885 WEST 20TH AVE RICHARD WEINGARDT Denver, CO 80231 U.S.A. HIIeH,FL 33014 Date: SHED AND THE ENGINEER OF Telephone (303) 671-7033 DETAILS RECORD RICHARD WEINGARDT FAX (303)671-7379 GENERAL NOTES (877)702 8833 Building SIZe:5NJ7N.-LENGTH-HE GM•34Ff.AF n Revised: CONSULTANTS. toil : )671—weingardt.com f STORE 530 Revised: SEAL/SiGNAT!R /DATE Scale: AS NOTED Sheet 1 of 1 18 GAGE PLATE --> RANCH SHED AND TALL RANCH SHED SHED - ENDWALL DOOR SCHEDULE UNDER STRIKE PLATE / DOOR DETAILS BUILDING BUILDING MAX ENDWALL DOOR WALL PANEL ,%---N-- PREMIER SERIES LEGNTH WIDTH DOOR WIDTH EDGE NAILING * HINGE INSIDE STRAP FOR 150-D 3"WIDE-ATTACHED WITH 3-#8 Bill'-- �'f� KING STUD 12' 6' 3' 8d @ 6"O.C. . SCREWS TO DOOR FRAME. ONE TRIMMER STUD j —===I 1 ' ' L 1�•' AT THE TOP HINGE AND ONE AT j 8' 4' 8d @ 6"O.C. THE BOTTOM HINGE. % /( BASE PLATE SINGLE DOOR ASSEMBLY ----_ ;` /l 1a' s' 8d @ s"O.C. TOP VIEW DOOR HANDLE AND STRIKE c� I? j V 12' 8' 8d @ 6"O.C. PLATE ATTACHMENT z a 1 BOLT LATCH ON FIXED DOOR FOR INSTALL DOOR HANDLE PER z MANUFACTURER'S °� 16' 6' N.A. 8d @ 6"O.C. DOUBLE DOOR ( INSTRUCTIONS. USE#8x2 � 0 13j4" „ 1/4'SQUARE DRIVE WOOD o --._F- ; _ 8 4 8d @ 6 O.C. ATTACH ONE BOLT LATCH AT TOP \ ` SCREWS.ATTACH STRIKE It � AND ONE BOLT LATCH AT THE ! PLATE WITH 2-#8x2" 10' 6' 8d @ 6"O.C. SQUARE DRIVE WOOD C', BOTTOM OF THE FIXED DOOR. I 1 12 8' 8d @ 6"O.C. ATTACH EACH BOLT LATCH I SCREWS. SCREWS TO BE I : , , • ASSEMBLY WITH FOUR#8 x 2 1/4" I f LOCATED AS SHOWN. I �\ SQUARE DRIVE WOOD SCREWS. 1 1�� .. 1 20' 6` N.A. rso—i,, ��- 1 \ i ! I I ��� �z � �" ' N �\ k 8' 4' 8d @ 6"O.C. � ..L�� `rLl M 3„ 1 I �°- �-- FLOOR DECKING -i. � 10' 6' 8d @ 6"O,C. 16 GAGE ANGLE DOUBLE DOOR ASSEMBLY ` ' ATTACH THE TOP OF ANGLE TO i EDGE OF SIDING 12' 8' 8d @ 6"O.C. `''-" x,IC THE BASE PLATE, FLOOR TOP VIEW .-.4,.wa, `' 'i'— ,p, Y;V\& s , , g, tO t-. - tiwi DECKING AND STEEL FLOOR � 141:‘14-',I+ 4' 5)\k\Ci. FRAME WITH 2- 1/4"x3" HEX HEAD STEEL FLOOR , a- 4'� ' FRAMING 24' 6 N.A. q �1;k _.� / SELF DRILLING SCREWS. .,, j; W y,_. . -.,, 1 ATTACH THE BOTTOM OF ANGLE t b.--'.,: s :; �� 8' Al 8d @ 6"O.C. . . SHIM 1-' ;s.`t ,' � r FRAME NGOSGREWS,'OROTWO 318" 10' 6' 8d @ 6"O.C. a;"I"I °�� BOLTS W/NUTS&WASHERS. 1_ 12' 8' 8d @6"O.C. BOLT LATCH �-(�DOOR FOR DOUON BLE FIXED OOR D DOOR OPENING STRAPS * IN ADDITION TO NAILING: WHEN ANY WALL((ENDWALL OR \ WHEN THE FIXED DOOR IS SIDEWALL) 12'WIDE OR LESS HAS A DOOR OPENING AND LESS THEN 8'OF COMBINED SHEAR WALL ON SAME WALL; CLOSED AND BOTH BOLT Y II �\ GLUE WOOD SIDING OR SHEATHING TO ALL DOOR-WALL LATCHS ARE ENGAGED, THE FRAMING. DOES NOT INCLUDE FRAMING ABOVE DOUBLE TOP BOLT LATCH WILL REST TOP PLATES. AGAINST THE INSIDE EDGE OF HINGE ATTACHMENT THE HEADER,AND THE BOTTOM BOLT WILL REST IN A s 3 TUFF SHED HINGES ADHESIVE: PRE-DRILLED HOLE IN THE s PER DOOR/DOOR ADHE NAILS LNP-902 SUBFLOOR STRUCTURAL r FLOOR DECKING. �� PANEL, FILL EVERY ADHESIVE OR OTHER AFG-01 STRUCTURAL• ADHESIVE WITH SHEAR VALUE OF 400 PSI OR �;—�1t1 11 ®� HOLE IN HINGE WITH BETTER. •DOOR THRESHOLD - A#8x2 1/4"SQUARE DRIVE WOOD SCREW. BUILDING CODE: �� INSTALLED ABOVE HANDLE HINGES TO BE i LOCATED AS SHOWN. 2004 FLORIDA BUILDING CODE DOUBLE DOOR ASSEMBLY HURRICANE EXTERIOR HINGE ASSEMBLY DESIGN LOADING: SIDE VIEW BOLT LATCH FRONT VIEW WIND SPEED &EXPOSURE 150 D TUFF ii o Customer: P.O.# THESE DRAWINGS AND THE DESIGN ©2007 FLORIDA LICENSE PE#23466 ,� Title: Allailit ARE THE PROPERTY OF TUFF SHED, Richard Drawn By:SAH SHEET: INC. THESE DRAWINGS ARE FORA Weingardt Storage Buildings &Garages Date:11/01/06 BUILDING TO BE SUPPLIED OTHER 9 SEALER'S PRINTED NAME: !� DOOR BUILT BY TUFF SHED. ANY OTHER Consultants Inc DETAILS Wil Site Address: Checked By: USE IS FORBIDDEN BY BOTH TUFF 9725 East Hampden Avenue, Suite 200 RICHARD WEINGARDT 4800 N.ORANGE BLOSSOM TRAIL Denver, CO 130231 U.S.A. ORLANDO,FL 32810 Date: SHED AND THE ENGINEER OF Telephone (303} 57i-7033 DETAILS (800)BUY TUFF Building SIZP.WGTH-LENGTH-HEIGH?-Sa FT AREA Revised: RECORD RICHARD WEINGARDT FAX ((303}671-7379 GENERAL NOTES CONSULTANTS. Emat1: engrsOweingardt.cam 7 y0 STORE 520 Revised: SEAL/SIGNATU /DATE Scale: AS NOTED Sheet 1 of 2