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257 Clydesdale Cir
CITY OF SANFORD PERMIT APPLICATION Application #: Submittal Date: Job Address: x.47 Value of Work: $ ,r_�CJ� �... Parcel ID: re.;, 20 31,60 s 66W ©910 Zoning: Historic District: Description of Work: /"7 .................................................................................................................... )( /0 -��AEb Square Footage: - Permit Type: Building % Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service- # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary RECEIVED Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Rewb� l) 2 320 HU �j 7 Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Plumbing Repair - Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: Wn # of Stories: ___L— # of Dwelling Units: Flood Zone: (FEMA form required ) ....................................................................................................................... Property Owner: �� Contractor: rr Addre s: S r Address: % Sob Aj• e 1,:Us,,z6q Phone: !2!P76fL19d E-mail: Phone:*IW520 State License Number:G:t1Z��zS Bonding Company: Mortgage Lender: Address: Address: Architect/Engineer: f2tGy &ARA 1(' wr Phone: 2223. 69-11-7633 Address: 2-5 /%F -'y Fax: n Plan Review Contact Person: 4Wle/,s� Phone: &_352fYFax.l%T33Z-1v7� E-mail ��_100,L le/S7 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. OWNER'S AFFIDAVIT: I certify that all of the foregoing infonnation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO 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. NOTICE: In addition to the requirements of this pernvt, there may be additional restrictions applicable to this property thai may be found in the public records of this county, and there may be additional peliLs re from other governmental entities such as water management districts, state agencies, or federal agencies. P(cceptance of p nit jri 'tion t at I will notify the owner of the pro �`e uir Florida Li (Caw, FS 713. Signature of Owner/Agent J Dat6 Signature of Contractor/Agent Date J44 -7;C Prink i wner/Agent' N, (p Prin Contractor Agent's ame Signature of Not -y -State of Florida Date Signature of Notary- tate of Florida Date TIMOTHY C. CANTER Notary Public, State of Florida My Comm. Expires April 10, 2010 No. DDS39010 Owner/Agent is _ Personally Known to Me or Produced ID 'V L. 7 ( APPROVALS: ZONING: M f 'tH' d� UTIL: Special Conditions: Rev 07.07 FD: TIMOTHY C. CANTER Notary Public, State of Florida My Comm. Expires April 10, 2010 No.0 Contractor/Agent isersonally Known to Me or Produced ID 'F ENG: BLD Jd ©L POWER OF ATTORNEY Date: ST / % 7 I hereby name and appoint 1117-,E� of ��yi`� �j�,�1� to be my lawful attorney in fact to act for me and apply to the Building Department fora -�/� _ permit for work to be performed at a location described as: Section Township 2v Ranae Lot Block Subdivision (Address of Job) �<P (Owner,of Property and Address) and to sign my name and do all things necessary to this appointment. / �'r%rl ✓% ,�i of %< � y� � � ` /� �C� 1l 1 .J^ !� 'y ,i Type or Print Name of CjfgfYtd Contractor and Contractor's License Number Signature of Certi Contractor The foregoing instrument was acknowledged before me this by D'�12 Zx til /1 t who is personally known to me/who produced as identification and who did not take oath State of Eloprd' a OLO O County of ,� ty✓?/�� day of 20 CHRISTINA BARTELMEY Notary Public State of Colorado Seal Notary Public b County. THIS INSTRUMENT PREPARED BY: Name -7-76 t-7 Address: ` 'G - z�q f-tA-(JW - f/. HsEgAgNOLELCOUNTY State of Florida�s �1 I loll II 11111111 li 111 II 11111 III it oil 11 111 11 111 1111111 IIf 1 Illl MARYANNE MOR`,k_, CLERK OF CIRCUIT COURT SEMINOLE COUNTY 8K 06798 Pp 0667; (1pg) CLERK'S # 2007123045 RItcORDED 08/23/2007 08:47:cO6 AM RE(;ONOING l°EF:83 10.00 REW10,'_D 9Y H Ophre NOTICE OF COMMENCEMENT �` Parcel ID Number (PID) ., 91,50- .5C��,`�' O O The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. _K D��FF,,SCRIPTION OF PROPERTY (Legal description of the property and street address) 40% �� � X-(, L,CD5 tev0, jO4 / R/6 CSL`) /`'V6 2 GENERAL DESCRIPTION OF IMPROVEMENT fC)' OWNER INFORMATION Name and address: CONTRACTOR Name and address: Persons within the State of Florida Desig by Section 713.13(1)(b), Florida Statutes. Name and address: ✓A &A In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of reco ner upon whom notice or other documents may be served as provided 110 Gam. of To receive a copy of the Lienor's Notic6&s)Pr�v� e' I unless a different date is specified.) r}_ STATE OF/FLORIDA COUNTY/OF S OLE42 1 a`0 OW RS SIGNATURE OWNERS PRINTED NAME "(NOTE: Per Florida Statute 713.13(1) (g), owner must sign...... and no one else may be permitted to sign in his or her stead." The foregoing instrument was acknowledged before me this J j_ day of G'-\ L) � O'J , 20/')'* by ,L:,�('( v2.. \�tCWho is personally known to me Name of person making statement _ OR who has produced identification type of identification produced (SEAL) TIMOTHY C. CANTER Notary Public, State of Florida My Comm. Expires April 10. 2010 Mn, DOFg4010 Signature Accessory Structure Permitting Procedures Accessory structures or buildings may be attached or detached from the principle structure. Accessory structures may include porches, whether open or screened, swimming pool enclosures, carports, utility buildings or other out buildings. Accessory buildings or structures are not permitted in front or side yards. Accessory structures shall be designed to blend aesthetically with the main structure. Accessory buildings (200) two -hundred square feet or greater shall match the principle building in materials, color and architectural style. Accessory structures or buildings shall not be permitted to encroach upon the required setback provisions either above or below the finished grade, nor shall any accessory building be erected or modified for residential purposes unless provided for in the Land Development Regulations. The development of accessory building or structure shall not reduce the open space on the site beyond the minimum open space ratio required in Schedule C of the Land Development Regulations. 1. If construction is located within the City Historical District, approval shall be obtained from the City of Sanford Historical Board before applying for a building permit. 12. proval from a Homeowner's Association is required for all properties in an association area. Provide two (2) sealed surveys reflecting all existing structures and the proposed accessory structure location in accordance with property lines and show all easements on property. Distance to the property lines shall be indicated. [A"' J� r_ 4 If the accessory structure is to be constructed on property other than residential, Planning and OICZoning Commission will have to approve location. 5. Obtain an Arbor Permit if trees are being removed from the property. The Planning & Development Services Department can be contacted at 407-330-5674 for details regarding the Arbor Ordinance. 6. Provide 2 copies indicating construction of the structure, including the slab, floor, walls and roof construction If the structure is a utility building and it is not on a slab, please provide anchoring details. Prefabricated utility building drawings may be provided by the manufacturer in an assembly manual. Please be advised, all properties in the City of Sanford are in the 110mph p, windload area. �/. If there is electrical, plumbing or mechanical installed, separate permits will be required. Steps for Permit Process: 1. Submit Application with required documents. 2. Documents will be reviewed to determine if your project is in compliance with the construction codes, with the zoning ordinance, and with other municipal or state ordinances and statutes. 3. The permit will be issued upon receipt of all required fees. 4. Call in for all required inspections including a final inspection. Inspections: Inspections called in prior to 4:00 p.m. will be performed the following business day. If there is a rejection on an inspection, a reinspection fee will need to be paid prior to reinspection. Seminole County Property Appraiser Get Information by Parcel Number BELGIAN WAY 48 J 47 (TRACT E W W 8a 97 N 43 4 d� 33 61 eAPia U 6f FRES IAN WAY Page 1 of 1 Tax Estimator Tax Reform Analysis 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $3,743 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount. $2,434 WARRANTY DEED 06/2003 04901 1462 $162,000 Improved Yes Save Our Homes (SOH WARRANTY DEED 11/2002 04645 1860 $147,200 Improved Yes Savings: $1,309 WARRANTY DEED 06/2002 04439 0740 $242,500 Vacant No 2006 Taxable Value: $123,651 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION ' Land Assess Frontage Depth Land Unit Land PLATS: fPick� �'""� Method Units Price Value LOT 48 BAKERS CROSSING PH 1 PB 60 LOT 0 0 1.000 43,000.00 $43,000 PGS 27 - 29 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New 1 SINGLE 2002 8 1,955 2,390 1,955 CB/STUCCO $189,302 $194,156 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 425 Appendage I Sqft OPEN PORCH FINISHED / 10 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 2002 120 $850 $1,020 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re—web.seminole—county_title?PARCEL=l 8203150500000480... 8/7/2007 2007 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 18-20-31-505-0000-0480 Depreciated Bldg Value: $189,302 Owner: PERSON WALTER S JR & LORETTA Depreciated EXFT Value: $850 Mailing Address: 257 CLYDESDALE CIR Land Value (Market): $43,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 257 CLYDESDALE CIR SANFORD 32773 Just/Market Value: $233,152 Subdivision Name: BAKERS CROSSING PH 1 Assessed Value (SOH): $152,367 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD (2004) Taxable Value: $127,367 Dor: 01 -SINGLE FAMILY Tax Estimator Tax Reform Analysis 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $3,743 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount. $2,434 WARRANTY DEED 06/2003 04901 1462 $162,000 Improved Yes Save Our Homes (SOH WARRANTY DEED 11/2002 04645 1860 $147,200 Improved Yes Savings: $1,309 WARRANTY DEED 06/2002 04439 0740 $242,500 Vacant No 2006 Taxable Value: $123,651 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION ' Land Assess Frontage Depth Land Unit Land PLATS: fPick� �'""� Method Units Price Value LOT 48 BAKERS CROSSING PH 1 PB 60 LOT 0 0 1.000 43,000.00 $43,000 PGS 27 - 29 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New 1 SINGLE 2002 8 1,955 2,390 1,955 CB/STUCCO $189,302 $194,156 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 425 Appendage I Sqft OPEN PORCH FINISHED / 10 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 2002 120 $850 $1,020 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re—web.seminole—county_title?PARCEL=l 8203150500000480... 8/7/2007 Permit #: Project Name: 07-3053 10 x 10 Shed / Utility / Storage Bldg. Address: 257 Clydesdale Plans Reviewed By: Richard Denman 10/05/2007 407-330-5656 The Permit Is Subject To The Following Comments THE FOLLOWING ARE STANDARD COMMENTS: Notice: In addition to the requirements of the Permit, there may be additional restrictions applicable to this property that may found in the Public Records of this County and there may be additional Permits required from other Governmental entities such as Water Management Districts, State Agencies or Federal Agencies. 1. Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from against the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All 2004 Florida Building Codes are to be complied with. 4 f." ## D ONE /v � PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 48, BAKERS CROSSING PHASE 1, AS RECORDED 1N PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). BELGIAN WAY PI L CL CENTERLINE OF RIGHT-OF-WAY 1_ I �l IeLOT 47 sl 0 GRAPHIC SOCALE 0+ ' 15 30 I I � r I I. � It I Y w0�'p 1 W N N89'17'34"W 3 S89'27'49"E 1 7.19' J 1 J 25.00' R Ej U 5' DRAINAGE EASEMENT R I O :.: 1 N � t .. -25 1 Ool,.... . jl .7.. �i �":•: AIC PAD 60.0' Lij L1J 3 ;: �..:. .I'..'. : i:' u w w I w y In I- J w ::. of • '.:.L..:fi:•:'O ¢' w Ll ¢ - b z < Q a Q 1y W .w..•,.•I::'''; coiw om0Zo e o O -Ji in O I\s tD 1 ;'n : 4. 0 NI -W040 a O I i0 O �� - t., wW NNF I W� O.� �Ey Zr.W ,o I N I n 4.0 OZ�4 10.0 I - NU O O O 1W i.r W • +• . raj G. U V) z O N U N O ' 1,U .d• 60.0' Z -� 0 5' DRAINAGE EASEMENT �9f N89'27'49"W }o/ 127.59'X0 I X09 � I 3I ZO �1 I ' NI a w0 z0 0 "� LOT 49 i I 1 CERTIFIED TO: F iKyO PI R/ �" As:.) D.R.H. TITLE COMPANY OF FLORIDA INC. �eS/gN s� FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA Fl?jESgN p qs� Ivq Y I CH MORTGAGE COMPANY. I , LTD. N,q Y NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE LEGEND BEEN FIELD VERIFIED AND ANY — BUILDING SETBACK LINE INCONSISTENCIES HAVE BEEN NOTED ON THE — — FND NAIL AND DISC SURVEY, IF ANY. - CENTERLINE LB #4671 (11/20/02) RIGHT OF WAY LINE FND 5/8'• IRON ROD AND CAP 2. PROPERTY CORNERS SHOWN HEREON WERE EXISTING ELEVATION ® LB #4671 (11/20/02) SET/FOUND ON 11-20-02, UNLESS OTHERWISE CONCRETE CNA CORNER NOT ACCESSIBLE SHOWN. - p DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS. L DENOTES ARC LENGTH 3. THE SURVEYOR HAS NOT ABSTRACTED THE LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT F'C DENOTES POINT OF CURVATURE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION WAY, RESTRICTIONS OF RECORD WHICH MAY (P) PER PLAT PRC DENOTES POINT OF REVERSE CUR VAi AFFECT THE TITLE OR USE OF THE LAND. (M) MEASURED TY1PT DENOTES POINT OF TANGENCY : A/ AIR END FOUND -TYPICAL C/W CONCRETE WALK A/C AIR CONDITIONER 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN s/w SIDEWALK cew CONCRETE BLOCK WAIL LOCATED EXCEPT AS SHOWN. CP CONCRETE PAD RP RADIUS POINT CS CONCRETE SLAB OHU OVERHEAD UTILITY LINE C CHORD LENGTH ID IDENTIFICATION 5. NOT VALID WITHOUT THE SIGNATURE AND THE PK PARKER KALON ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOARE THE NORTHERLLY LINE OFO LOT 48 BASED ON BEING N 89.27'49 W PER PLAT (FIELD DATE:)t1-20-02 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM FINAL 11-20-02/CC ASM32973 FOUNDATION 9-13-02/( IOR NO. PI nT PI AN 3-20-02 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOT CONTA.INF.DHEREON MEETS THE APPLICABLE "MINIMUI.1 TECHNICAL STANDARDS" SET FOR BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA 1 ►... ► u1.IMI�A�n vrw-f 1VHIIVIVJ 1. MR38,•HAND PAVEMENT BREAKER OR VIBRATION DRIVEN SOIL ANCHOR, PART #520355. WIDTH = 1.75' LENGTH - 6.25' BEARING AREA - 10 SQ IN - WEIGHT = 22 LBS ANCHOR RODS ARE 1/2'-13 GALVANIZED THREADED R INSTALLATION DEPTH = 3.0 FT YIELD STRENGTH = 7.5 KIPS ULTIMATE STRENGTH - 10 KIPS, 10000 LBS WORKING LOAD: UP TO 6.76 KIPS FFICE NOTE USE POSMR88 DRIVE STEEL 2. MANTA RAY MR88-RAL 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 UPPLIERFORESIGHT PRODUCTS. LLC 6430 EAST 49TH DRIVE COMMERCE CITY, CO 80022 USA PHONE: 303 286-8955, FAX: 303 2873868 W1'1 W.EARTHANCHORCOM 4. BASIC INSTALLATION PROCEDURE-- A- ROCEDUREA. PILOT HOLE DIAMETER 50-76MM (2-3 IN.). ONLY REQUIRED IN VERY HARD SOILS. e. USING POS8818 DRIVE STEEL, AT LOCATIONS INDICATED, INSTALL MR -98 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 BACK 3.4. OR A TORQUE OF 5 FT -LBS (60 INCH -.BS) IS ACHIEVED, THIS RESULTS IN A CLAMPING LOAD OF APPROXIMATELY 500LBS. D. CUT OFF ANY EXCESS ANCHOR ROD FLUSH WITH TOP OF NUT. MR -88 ANCHOR SCHEDULE T24' BLDG. WIDTH # OF MR -88 8' -12' 1 EA. CORNER (4 TOTAL) 8'- 12' 1 EA. CORNER (4 TOTAL) 8' -12' 3 EA. IDE (6 TOTAL) 8' -12' 3 EA. SIDE (6 TOTAL) NOTES: 1. MR -88 TO BE LOCATED AT AND ATTACHED TO THE CORNER STUDS. WHEN SIDEWALL ANCHORS ARE REQUIRED ATTACH TO SIDEWALL STUDS. 2. MR -88 SPACING BASED ON LOOSE TO MEDIUM DENISE, FINE TO COARSE SAND OR FIRM TO STIFF CLAYS AND SILTS; OR BETTER 1/4"X 3" HEX HEAD SELF -TAPPING SCREWS SPACED @ 16' 3/4" APA OR TECO RATED T&G FLOOR DECKING. 2X6 STEEL JOISTS @ 24' OC #10 X 3/4" PAN I 1 HEAD SELF-TAPPING��� 1 1 SCREWS (2 PER TAB) 1 VENT HOLES @ 24' OC. r = OPTIONAL LEVELING BLOCKS 2X6 STEEL TRACK EACH END i I. STEEL SHED FOUNDATION: / 2X616 -GAUGE STEEL TRACKS G210 ZINC COATED 2X6 16 -GAUGE STEEL JOISTS G210 ZINC COATED @ 24' OC. (SUPPUER ALLIED STUDCO (JOIST: 6005162-054 / TRACK: 600T125-054) ICBO ER -4943P). 2. 3/4"APA' OR 'TECO.' RATED TONGUE AND GROOVE FLOOR DECKING. 24' MAX PANEL SPAN. STAGGER PANEL LAYOUT 3. FASTEN PLYWOOD TO JOISTS WITH #8 X 1-5/8" SELF -TAPPING SCREWS SPACED @ 12' OC. NO BLOCKING REQUIRED. 4. FASTEN SOLE PLATE THROUGH FLOOR PLYWOOD INTO JOISTS AND TRACKS WITH #8 X 3' GALV HEX HEAD SCREWS @ 16' OC. S. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS AS SHOWN. 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED. TO LEVEL BUILDING: SUGGESTED SIZES: 1-1/4'X 8' X 16', 4' X 8' X 16', OR 8'X 8"X 16- BLOCKS UNDER JOISTS @ 10'-0' OC MAXIMUM. BLOCKS UNDER TRACK SPACED @ 5'-0' OC MAXIMUM. SHED BASE DETAIL MR88 ANCHOR DETAIL W/ OPTIONAL BUILDING ATTACHMENTS SIMPSON HST2 1'-91/4' SIMPSON HIS BEND AND PAINTED AT 2ND HOLE a ATTACH SIMPSON HST2 WITH 2.12'X3.1/2' LONG LAG BOLTS INTO STUD USE 2- X 2- WASHER ON 1/2-13 THREADED ROD NOTE: SQUARE WASHER SHOULD HAVE ROUNDED EDGES W 0 O 2 co Z � H A& amcm 'scale: NTS SIDE VIEW TOP VIEW mtTUFF SHED Storage Buildings & Garages 312 imaN ST TN1PA R ll SIMPSON CMSTC16 73� .f SIMPSON CMSTCI6 BEND AND PAINTED AT 2ND HOLE TACH SIMPSON CMSTCI6 TH 3210d NAILS f0 STUD USE 2" X 2- WASHER ON 1/2-13 THREADED ROD NOTE: SQUARE WASHER SHOULD HAVE ROUNDED EDGES NOTE FOR ALL OPTIONS: CAULK THE STRAP TO BUILDING PRIOR TO FASTENING WITH HARDWARE Title:STEEL FLOOR AND ANCHORS DETAIL SIMPSON HTT22 v-10`%6 • 74. 85/g• SIMPSON HTT22 � ATTACH SIMPSON HTT22, I IIS WITH 32-tOd NAILS INTO STUD USE 2' X 2" WASHER ON 12-13 THREADED ROD 6 NOTE: SQUARE WASHER SHOULD _HAVE ROUNDED EDGES SIDE VIEW TOP VIEW / r��;6f Drawn B)r SAH Date Drawn: 02/08/06 Checked By: 2x4 SPF#2 OR BETTER RAFTERS @ 24" O.C. 3x6 EAGLE METAL TRUSS PLATE 12 4 17RANCH SHED UP TO 12'x 24" SUNDANCE SERIES 3x4 EAGLE METAL TRUSS PLATE ! UP TO 12°-0" WIDE COLLAR TIE REQUIRED ONLY ON 12' WIDE SHEDS FLORIDA APPROVED OWENS CORNING SHINGLES DOUBLE TOP PLATES WALL FRAMING TO BE 2X4 SPF#2 OR BETTER @ 16" OC. BUILDING SECTION FLAINQ REVIEWLL)?,,�� C�ITY OF SANFVW DOUBLE TOP PLATE 112" PLYWOOD SPACER I --HEADERS FOR OPENINGS UP'1 O T-0" (2) 2 x 4 #� � `-2 x 4 WINDOW S(!_I.. 4 :.. TRIMMERS FLOOR DECKING BASEPLATE �'-- KING STUD FOR WINDOW OPENINGS UP TO S-0" ON SIDEWALLS FLOOD VENTS IF REQUIRED - ONE SQ INCH SCREEN FOR EVERY ONE SQ FT OF BUILDING. SIDE WALL DOORS NOT AVAILABLE ON THIS MODEL WINDOW HEADER DETAIL FORDOOR HEADER DETAIL FOR LOAD BEARING WALLS LOAD BEARING WALLS SCALE: NTS SCALE NTS Inv #, stonier: ite Address: '.":ICTfi 1-E GTH HFI ,HT-Sn. FT. AREA KING STUD REFER TO THE DOOR DETAIL SHEET FOR THE DOOR DESIGN & LIMITATIONS. ROOF EDGE NAILING SCHEDULE BLDG BLDG SOUTHERN PINE OR DOUG FIR WIDTH LENt;TH DOORS AND WINDOWS 'ICE TRUSS NAIL PLATES ARE: 0 FLORIDA APPROVED FOR THE FOLLOWING CRITERIA: 8d @ 4" O.C. EAGLE METAL PLATES �I T_ 8d @ 4" ` W- BLOCKING.- (ICBO #ER4420) SPF#2 RAFTER ED 8d@4" 'W! BLOCKING.' RAFTER MANUFACTURED 6' 24' 8d @ 4" *W! BLOCKING.` BY TUFF -SHED 8' 6'-18' 8d@6"O.C. 8d@6"O.C. 8' 20'- 22' 8d @ 6" O.C. SEE ATTACHED SHEET FOR THE 8' 24' 8d @ 4" *W' BLOCKING." STEEL FLOOR WITH ANCHOR DETAIL 22' 8d @ 6.O.C. OR FOUNDATION DETAIL ! UP TO 12°-0" WIDE COLLAR TIE REQUIRED ONLY ON 12' WIDE SHEDS FLORIDA APPROVED OWENS CORNING SHINGLES DOUBLE TOP PLATES WALL FRAMING TO BE 2X4 SPF#2 OR BETTER @ 16" OC. BUILDING SECTION FLAINQ REVIEWLL)?,,�� C�ITY OF SANFVW DOUBLE TOP PLATE 112" PLYWOOD SPACER I --HEADERS FOR OPENINGS UP'1 O T-0" (2) 2 x 4 #� � `-2 x 4 WINDOW S(!_I.. 4 :.. TRIMMERS FLOOR DECKING BASEPLATE �'-- KING STUD FOR WINDOW OPENINGS UP TO S-0" ON SIDEWALLS FLOOD VENTS IF REQUIRED - ONE SQ INCH SCREEN FOR EVERY ONE SQ FT OF BUILDING. SIDE WALL DOORS NOT AVAILABLE ON THIS MODEL WINDOW HEADER DETAIL FORDOOR HEADER DETAIL FOR LOAD BEARING WALLS LOAD BEARING WALLS SCALE: NTS SCALE NTS Inv #, stonier: ite Address: '.":ICTfi 1-E GTH HFI ,HT-Sn. FT. AREA KING STUD REFER TO THE DOOR DETAIL SHEET FOR THE DOOR DESIGN & LIMITATIONS. ROOF EDGE NAILING SCHEDULE BLDG BLDG SOUTHERN PINE OR DOUG FIR WIDTH LENt;TH 6' DOORS AND WINDOWS 'ICE WINDOWS: ALL WINDOWS USED FOR THIS BUILDING ARE TO BE 0 FLORIDA APPROVED FOR THE FOLLOWING CRITERIA: 8d @ 4" O.C. - 2004 FLORIDA BUILDING CODE i 6' -WIND SPEED: 140 MPH 8d @ 4" ` W- BLOCKING.- -EXPOSURE: C SPF#2 RAFTER 20' 6' 6'-14' 8d@6"O.C. 8d@6"O.C. �6' I 1t' 8d @ 4" O.C. 8d @ 4" O.C. i 6' 18' 8d @ 4" ` W- BLOCKING.- 8d @ 4" 'W! BLOCKING.* 6' 20' 8d@4" 'W! BLOCKING.' 8d @ 4" 'W! BLOCKING." 6' 24' 8d @ 4" *W! BLOCKING.` 8d r 4" `W! BLOCKING. - 8' 6'-18' 8d@6"O.C. 8d@6"O.C. 8' 20'- 22' 8d @ 6" O.C. 10d @ 6" O.C. 8' 24' 8d @ 4" *W' BLOCKING." 8d @ 4" -Wi BLOCKING.' 22' 8d @ 6.O.C. 8d 9) 6" O.C. t26 ' 8d @ 6" O.C. 8d @ 4" O.C. 74' 8d @ 6" U.C. 18d@6" O.C. ff BLOCKING iS TO BE PLACED AT THE EVE, RIDGE, AND ALL ROOF PLY SEAMS, WHEN CALLED OUT ON SIZES ABOVE. PERMIT # DATE: TRIMMER STUD HEADERS FOR: OPENINGS UP TO 72" USE (2) 2x4 SPF #2 OPENINGS 73" TO 96" USE (2) 2X6 SPF #2 HEADER DETAIL FOR NON LOAD BEARING WALLS SCALE: NTS 1-'.O. # THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED_. ANY OTHER USE IS FORBIDDEN BY TUFF SHED INC & THE ENGINEER OF RECORD. Drawn By: SAH Date: 11101/06 Checked By: Date: Revised: Revised: WALL TOP PLATES RAFTER SIMPSON H1 PLATE ON — INSIDE AT EACH RAFTER SIDING TOE NAIL WITH 3-16D NAILS. ONE ON ONE SIDE. TWO ON OTHER SIDE. RAFTER TO WALL CONNECTION DET SCALE: NTS DRAWINGS BY: TUFF SIZED, INC. DOORS: STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS UP TO 47" x 80 1/4" ON SINGLE HUNG DOORS AND 96" x 80 114" ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR THE FOLLOWING CRITERIA. SEE ATTACHED DOOR DETAIL PAGE. - 2004 FLORIDA BUILDING CODE -WIND SPEED: 140 MPH -EXPOSURE: C NOTE: FOR MAX ENDWALL DOOR WIDTH SEE ATTACH DOOR DETAIL PAGE. NAILING ROOF: ATTACH ROOFING DECKING TO TRUSSES WITH: REFER TO ROOF EDGE NAILING SCHEDULE. 8d NAILS @ 12" O.C. IN FIELD. WALLS: ATTACH 3/8" SMART PANEL OR PLYWOOD SHEATHING TO WALL FRAMING WITH: 8d NAILS @ 6" O.C. AT EDGES. 8d NAILS @12" O.C. IN FIELD. IN ADDITION TO NAILING: WHEN ANY WALL (ENDWALL OR SIDEWALL) 12' WIDE OR LESS HAS A DOOR OPENING AND LESS THEN 8' OF COMBINED SHEAR WALL ON SAME WALL; GLUE WOOD SIDING OR SHEATHING TO ALL DOOR -WALL FRAMING. DOES NOT INCLUDE FRAMING ABOVE DOUBLE TOP PLATES. ADHESIVE: LIQUID NAILS LNP-902 SUBFLOOR CONTRUCTION ADHESIVE OR OTHER AFG-01 STRUCTURAL ADHESIVE WITH SHEAR VALUE OF 400 PSI OR BETTER. HEADER: HEADER TO STUD - 4-8d TOENAIL OR 4-16d END NAIL DOUBLED HEADER - 16d @ 16" STAGGERED FACE NAIL a,yllmollkl eIKiI�7 1 2004 FLORIDA BUILDING CODE " Y DESIGN LOADING WIND SPEED & EXPOSURE 140 C. STUDS ROOF LIVE LOAD 20 PSF . ROOF DEAD LOAD 10 PSF . IN HOUSE DRAFTING DEPARTMENT 1777 S. I1ARRISON STREET DENVER, COI:.ORADO 80210 (303)733-T FF TUFF SHED INC. ASSUMES ALI.. RF.SPONSIMLITY FOR THE -CON DENT OF THESE DRAWING'S AND THE E20-01 U-01 BUILDING SECTIONS SHEET: SHED BASE DETAILS HEADER FRAMING DETAILS GENERAL NOTES Scale: AS NOTED Sheet 1 of 1 SINGLE DOOR ASSEMBLY TOP VIEW BOLT LATCH ON FIXED DOOR FOR DOUBLE DOOR ATTACH ONE BOLT LATCH AT TOP AND ONE BOLT LATCH AT THE BOTTOM OF THE FIXED DOOR. ATTACH EACH BOLT LATCH ASSEMBLY WITH FOUR #8 x 2 1/4" SQUARE DRIVE WOOD SCREWS. 7 F DOUBLE DOOR ASSEMBLY TC)D \/II=\A/ SHIM gEANCH SHED AND TALL RANCH SHED u r r i %a# DOOR DETAILS SUNDANCE SERIES r TRIMMER STUD % KING STUD ��--- — DOOR HANDLE AND STRIKE !' PLATE ATTACHMENT INSTALL DOOR HANDLE PER MANUFACTURER'S INSTRUCTIONS. USE #8x2 1/4" SQUARE DRIVE WOOD SCREWS. ATTACH STRIKE PLATE WITH 2 - #8x2 1/4" SQUARE DRIVE WOOD SCREWS. SCREWS TO BE LOCATED AS SHOWN. DOOR SHEATHING EXTERIOR SHEATHING - 3/8" SMARTSIDE INTERIOR SHEATHING - 7/16" OSB IJLAN OO- O- O- NMEVIEWILL", C"'ITY \�F S�,1! �� 1 BOLT LATCH ON FIXED DOOR FOR DOUBLE DOOR WHEN THE FIXED DOOR IS CLOSED AND BOTH BOLT LATCHS ARE ENGAGED, THE TOP BOLT LATCH WILL REST AGAINST THE INSIDE EDGE OF THE HEADER, AND THE BOTTOM BOLT WILL REST IN A PRE -DRILLED HOLE IN THE FLOOR DECKING. 3LE DOOR ASSEMBLY vIG%A/ HINGE ASSEMBLY FRONT VIEW r\ 0 Z Z w a 0 It 0 0 0 S„ 18 GAGE ANGLE ---------- - ATTACH THE TOP OF ANGLE TO THE BASE PLATE, FLOOR DECKING, AND STEEL FLOOR FRAME WITH 2 - 1/4"x3" HEX HEAD SELF DRILLING SCREWS. ATTACH THE BOTTOM OF ANGLE TO FACE OF STEEL FLOOR FRAME WITH 5 - 1/4” SELF DRILLING SCREWS, OR TWO 3/8” BOLTS W/ NUTS & WASHERS. DOOR OPENING STRAPS HINGE ATTACHMENT 3 TUFF SHED HINGES PER DOOR/DOOR PANEL, FILL EVERY HOLE IN HINGE WITH A #8x2 1/4" SQUARE DRIVE WOOD SCREW. HINGES TO BE LOCATED AS SHOWN. BASE PLATE FLOOR DECKING EDGE OF SIDING STEEL FLOOR FRAMING PERMIT # DATE: SHED - ENDWALL DOOR SCHEDULE BUILDING BUILDING MAX ENDWALL LEGNTH WIDTH DOOR WIDTH 12' 6' 3' 8' 4' 10' 6' 12' 8' 16' 6' 3' 8' 4' 10' 6' 12' 8' 20' 6' N.A. 8' 4' 10' 6' 12' 8' 24' 6' N.A. 8' 4' 10' 6' 12' 8' BUILDING CODE: 2004 FLORIDA BUILDING CODE WITH 2005-2006 SUPPLEMENTS DESIGN LOADING: WIND SPEED & EXPOSURE 120 C. DOOR WALL PANEL EDGE NAILING * 6d@6"O.C. 6d @ 6" O.C. 6d @ 6" O.C. 6d @ 6" O.C. 6d @ 6" O.C. 6d @ 6" O.C. 6d @ 6" O.C. 6d @ 6" O.C. 6d @ 6" O.C. 6d @ 6" O.C. 6d @ 6" O.C. 6d @ 6" O.C. 6d@6"O.C. O.C. TUFF SHEDOCustorner: Inv #. P.O. # THESE DRAWINGS AND THE DESIGN©2007 FLORIDA#LICLNE # 23466 Title: ARE THE PROPERTY OF TUFF SHED. RichardDrawn By: SAH SHEET: -•-.-----•.- INC. THESE DRAWINGS ARE FORA kilWeingardt Storage Buildings & Garages Date: 11/01/06 BUILDING TO BE SUPPLIED AND SEALER'N DOOR Site Address: BUILT BY TUFF SHED. ANY OTHER Consultants u,� DETAILS Checked By: USE IS FORBIDDEN BY BOTH TUFF 9725 East Hampden Avenue, Suite 200 RICHAR 4800 N. ORANGE BLOSSOM TRAILDenver, CO 80231 U.S.A. ORLANDO, FL 32810 Date: SHED AND THE ENGINEER OF Telephone (303) 671-7033 DETAILS (800) BUY TUFF Building Size:: oT„-�E4,,„_„F, „..� F* Revised: RECORD RICHARD WEINGARDT FAX (303)671-7379 �3 �� GENERAL NOTES 2 CONSULTANTS. Emo engrsOweingardt.eom STORE 520 Revised: SEAL I SIG AT E 1 DATE Scale: AS NOTED Sheet 1 of 2 Florida Building Code Online Page 1 of 5 application List > Application Detail Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659. (419) 248-7060 darrel.higgs@owenscorning.com Authorized Signature Darrel Higgs darrel.higgs@owenscorning.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency Underwriters Laboratories Inc. Referenced Standard and Year (of Standard http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtQxyhaxCgJITS... 8/6/2007 FL # FL3663-R4 a Application Type Revision MCode 1" KI tz Version 2004 � Application Status Approved Comments ,. Archived f Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659. (419) 248-7060 darrel.higgs@owenscorning.com Authorized Signature Darrel Higgs darrel.higgs@owenscorning.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency Underwriters Laboratories Inc. Referenced Standard and Year (of Standard http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtQxyhaxCgJITS... 8/6/2007 Florida Building Code Online Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Page 2 of 5 ASTM D 3462 ASTM D3161 (modified to 110 mph) UL 790 (Class A) Method 1 Option A 04/10/2007 04/10/2007 04/11/2007 05/08/2007 FL # -� Model, Number or Name IlDescription 3663.1 � Berkshire Laminate Shingle Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1.) This Approval not for use in the HVHZ. 2.) All FBC sections that apply to counties except Broward and Miami -Dade must be followed. Certification Agency Ce FL3663 R4 C CAC UL C 07 Owens Corning Shingl( FL3663 R4 C CAC UL C R2453 and R19380.pdf Installation Instruction FL3663 R4 II Install Do FL3663 R4 II Install Do Shingle Roll.pdf Verified By: Underwriters 3663.2 Classic or Classic AR 3 -Tab Shingle Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1.) This Approval not for use in the HVHZ. 2.) All FBC sections that apply to counties except Broward and Miami -Dade must be followed. Certification Agency Ce FL3663 R4 C CAC UL C 07 Owens Corning Shingl( FL3663 R4 C CAC UL C R2453 and R19380.pdf Installation Instruction FL3663 R4 II Install Do Shingle Roll.pdf FL3663 R4 II Install Do Verified By: Underwriters 3663.3 Oakridge (Oakridge PRO 30 AR), Oakridge PRO 30 AR with SureNail Technology Laminate Shingle with or Technology Limits of Use j Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Certification Agency Ce FL3663 R4 C CAC UL C and R19380.pdf http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtQxyhaxCgJITS... 8/6/2007 Florida Building Code Online Page 3 of 5 Impact Resistant: N/A FL3663 R4 C CAC UL C 07 Owens Corning Shin Design Pressure: N/A Installation Instruction Other: 1.) This Approval not for use in the HVHZ. 2.) All FBC sections that apply to counties FL3663 R4 H Install Do with SureNail.pdf except Broward and Miami -Dade must be followed. FL3663 R4 II Install Do FL3663 R4 II Install Do Shingle Roll.pdf Verified By: Underwriters 3663.4 Oakridge PRO 40 AR, Laminate Shingle with or Oakridge PRO 40 AR with Technology SureNail Technology Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL3663 R4 C CAC UL C and R19380.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A FL3663 R4 C CAC UL C 07 Owens Corning Shingl( Design Pressure: N/A Installation Instruction Other: 1.) This Approval not for use in the HVHZ. 2.) All FBC sections that apply to counties FL3663 R4 II Install Do with SureNail.pdf except Broward and Miami -Dade must be followed. FL3663 R4 II Install Do Pro. pd FL3663 R4 II Install Do Shingle Roll.pdf Verified By: Underwriters 3663.5 Oakridge PRO 50 AR, Laminate Shingle with or Oakridge PRO 50 AR with Technology SureNail Technology Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL3663 R4 C CAC UL C and R19380.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A FL3663 R4 C CAC UL C 07 Owens Corning Shingl( Design Pressure: N/A Installation Instruction Other: 1.) This Approval not for use in the HVHZ. 2.) All FBC sections that apply to counties FL3663 R4 II Install Do with SureNail.pdf except Broward and Miami -Dade must be followed. FL3663 R4 II Install Do Pro. pd FL3663 R4 II Install Do Shingle Roll.pdf Verified By: Underwriters 3663.6 Prominence AR 3 -Tab Shingle Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL3663 R4 C CAC UL C 07 Owens Corning Shingl( Approved for use outside HVHZ: Yes FL3663 R4 C CAC UL C Impact Resistant: N/A R2453 and R19380.pdf Design Pressure: N/A Installation Instruction Other: 1.) This Approval not for use in the HVHZ. 2.) All FBC sections that apply to counties FL3663 R4 II Install Do Shingle Roll.Rdf except Broward and Miami -Dade must be http://www. floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDgtQxyhaxCgJITS... 8/6/2007 Florida Building Code Online Page 4 of 5 followed. III 1 FL3663 R4 II Install Do 11 Verified By: Underwriters 3663.7 JIStarter Shingle Roll Starter Roll Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1.) This Approval not for use in the HVHZ. 2.) All FBC sections that apply to counties except Broward and Miami -Dade must be followed. Certification Agency Ce FL3663 R4 C CAC UL C R2453 and R19380.Ddf Installation Instruction FL3663 R4 II Install Do Shingle Roll.pdf Verified By: Underwriters { 3663.8 Supreme AR 3 -Tab Shingle Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes E Impact Resistant: N/A Design Pressure: N/A Other: 1.) This Approval not for use in the HVHZ. 2.) All FBC sections that apply to counties except Broward and Miami -Dade must be followed. Certification Agency Ce FL3663 R4 C CAC UL C 07 Owens Corning ShinglE FL3663 R4 C CAC UL C R2453 and R19380.pdf Installation Instruction FL3663 R4 II Install Do Shingle Roll.pdf FL3663 R4 II Install Do Verified By: Underwriters 3663.9 WeatherGuard HP Laminate Shingle Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1.) This Approval not for use in the HVHZ. 2.) All FBC sections that apply to counties except Broward and Miami -Dade must be followed. Certification Agency Ce FL3663 R4 C CAC UL C 07 Owens Corning Shingl( FL3663 R4 C CAC UL C R2453 and R19380.pdf Installation Instruction FL3663 R4 II Install Do Shingle Roll.pdf FL3663 R4 II Install Do WeatherGuard HP.pdf Verified By: Underwriters Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Discl. Product Approval Accepts: http://www. floridabuilding.orglprlpr_app_dtl. aspx?param=wGEVXQwtDgtQxyhaxCgJITS... 8/6/2007 ••, • • • •v-.. yr rwPr7VA l IV1V.7 1. MR -88, HAND PAVEMENT BREAKER OR VIBRATION DRIVEN SOIL ANCHOR, PART #520355. WIDTH = 1.75' LENGTH = 6.25" BEARING AREA = 10 SQ IN WEIGHT = 22 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-RAI 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 WWW.EARTHANCHOR.COM OFFICE 4. BASIC INSTALLATION PROCEDURE A PILOT HOLE DIAMETER: 50-76MM (2-3 IN.). ONLY B. SING POS88 8DRIVE STEEL,IATDI LOCATIONS INDICATED, INSTALL MR -88 ANCHOR UNTIL TOP OF ANCHOR ROD IS 1" ABOVE' GRADE. C. USE DRILL WITH LS16-15LOCKING SOCKET TO TURN NUT UNTIL ANCHOR ROD HAS BEEN DRAWN BACK 3.4" OR A TORQUE OF 5 FT -LBS (60 INCH -LBS) IS ACHIEVED. THIS RESULTS IN A CLAMPING LOAD OF APPROXIMATELY 500LBS. D. CUT OFF ANY EXCESS ANCHOR ROD FLUSH WITH TOP OF NUT. MR -88 ANCHOR SCHEDULE BLDG. LEGNTH BLDG. WIDTH # OF MR -88 12' 8' -12' 1 EA. CORNER (4 TOTAL) 16 8'- 12' 1 EA. CORNER (4 TOTAL) 2Q' 8' - 12' 3 A. SIDE (6 TOTAL) NOTES: ' - 24' 812' 3 EA. SIDE (6 TOTAL) 1. MR -88 TO BE LOCATED AT AND ATTACHED TO THE CORNER. STUDS. WHEN SIDEWALL ANCHORS ARE REQUIRED ATTACH TO SIDEWALL STUDS. 2. MR -88 SPACING BASED ON LOOSE TO MEDIUM DENISE, FINE TO COARSE SAND OR FIRM TO STIFF CLAYS AND SILTS: OR BETTER 1/4' X 3" HEX HEAD SELF -TAPPING SCREWS SPACED @ 16" OC.-�_ 3/4' APA OR TECO RATED T&G FLOOR DECKING. 2X6 STEEL JOISTS @ 24" OC #10 X 3/4" PAN I I ' HEAD SELF -TAPPING----__ SCREWS (2 PER TAB) VENT HOLES @ 24" OC. - OPTIONAL LEVELING BLO 2X6 STEEL TRACK EACH 1. STEEL SHED FOUNDATION: 2X616 -GAUGE STEEL TRACKS G210 ZINC COATED 2X616 -GAUGE STEEL JOISTS G210 ZINC COATED @ 24' OC. (SUPPLIER ALLIEDSTUDCO (JOIST:600S162-054/TRACK:600T125-054) ICBO ER -4943P). 2. 3A' -APA' OR TECO' RATED TONGUE AND GROOVE FLOOR DECKING. 24' MAX PANEL SPAN. STAGGER PANEL LAYOUT 3. FASTEN PLYWOOD TO JOISTS WITH #8 X 1-5/8" SELF -TAPPING SCREWS SPACED @ 12' OC. NO BLOCKING REQUIRED. 4. FASTEN SOLE PLATE THROUGH FLOOR PLYWOOD INTO JOISTS AND TRACKS WITH #8 X 3" GALV HEX HEAD SCREWS @ 16" OC. 5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS AS SHOWN. S. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUILDING: SUGGESTED SIZES: 1-1/4' X 8' X 16", 4" X 8" X 16', OR 8' X 8"X 16" BLOCKS UNDER JOISTS @ 10'-0' OC MAXIMUM. BLOCKS UNDER TRACK SPACED @ 5'-0" OC MAXIMUM. SHED BASE DETAIL sem. NTS MR88 ANCHOR DETAIL W/ OPTIONAL BUILDING ATTACHMENTS SIMPSON HST2 1'-91/4' e e eo SIMPSON HST2 BEND AND PAINTED AT 2ND HOLE N ATTACH SIMPSON HST2 WITH 2 - 112"X 3-1/2" LONG LAG BOLTS INTO STUD USE 2" X 2- WASHER ON 12-13 THREADED ROD NOTE: SQUARE WASHER SHOULD HAVE ROUNDED EDGES scale: NTS SIDE VIEW TOP VIEW TUFF SHEDht® Storage Buildings & Garages 512 JETTON ST TAMP0. 0.f" SIMPSON CMSTC16 SIMPSON HTT22 f 1,_105, �---- �6 --+I 74' SIMPSON CMSTCI6 BEND 85/" AND PAINTED AT 2ND HOLE SIMPSON HTT22 ATTACH SIMPSON CMSTCI6 WITH 32 10d NAILS INTO STUD ATTACH SIMPSON HTT22, _ + WITH 32-10d NAILS INTO STUD 7 USE 2"X 2' WASHER ON 12-13 THREADED ROD USE 2"X 2" WASHER ON NOTE:m 12-13 THREADED ROD SQUARE WASHER SHOULD NOTE: / HAVE ROUNDED EDGES 7SQUARE WASHER SHOULD {y HAVE ROUNDED EDGES W U U F 2 m a O y O C� w ¢ z w FIC, m Zig C ■ 2 Z. 1 F NOTE FOR ALL OPTIONS: CAULK THE STRAP TO BUILDING PRIOR TO A FASTENING WITH HARDWARE SIDEVIEW/TOPIVIEW �"L'�f Title:STEEL FLOOR AND ANCHORS DETAIL Drawn By` SAH. Date Drawn: 02/08/06 Checked By: 1 Cut Time—Not Tabs Introducing Starter Shingle Roll from Owens Corning, the largest manufacturer of world-class roofing materials. This product eliminates the need for cutting shingle tabs or inverting them to create a starter row. So you save time. Easy Application Application is a snap too. Simply apply a single course of Starter Shingle Roll along a clean, dry and. smooth eave line or rake edge, after removing the release sheet. Apply the Starter Shingle Roll directly onto the WeatherLock° underlayment or a layer of felt. Once it is pressed into place, you're ready to begin shingling. (See application instructions on back.) The Starter Shingle Roll advantages: • Eliminates time-consuming tab cutting or shingle flopping • Comes in handy individual. rolls, measuring 7.2" x 3T4° • Easy peel -and -stick application • Requires no special tools, hardware or training • Compatible with the Oakridge® PRO Series," WeatherGuard° HP Prominence® Supreme' and Classic® shingles STARTER SHINGLE ROLL APPLICATION INSTRUCTIONS Before installing this product, check roofing manufacturer's application instructions and local building codes for their roofing requirements. Starter Shingle Roll: 1. Eave Application: Align Starter Shingle Roll with eave edge, granular side up with the seal strip closest to the outer edge of the roof. Remove the release backer and press or roll Starter Shingle Roll to assure full adhesion to the underlayment. See Fig, 1 2. Rake Application: Install drip edge first, then apply Starter Shingle Roll with sealant strip closest to the outer edge of roof. Remove the release backer and press or roll Starter Shingle Roll to assure full adhesion to the underlayment. See Fig. 2 3. If nailing is necessary, install nails within 1" of the top edge of Starter Shingle Roll. 4.Apply shingles once Starter Shingle Roll is installed. Apply shingles according to the shingle manufac- turer's instructions. Fig.1 Apply to eave Drip edge Sealant strip 0 Wall line Fig. 2 Apply to rake Drip edge .0 Sealant strip Wall line CAUTION ! ROOF SURFACE MAY BE SLIPPERY: Especially when wet or icy. Use a fall protection system when installing. Wear rubber -soled shoes. Walk with care. FALLING HAZARD: Secure area below work and materials on roof. Wear a hardhat. WARNING: This product contains a chemical known to the State of California to cause cancer. CAUTION: May cause slight irritation. Contains Asphalt CAS#8052-42-4, Petroleum Oil CAS#64742-04-7, Styrene Precautionary Note: The manufacturer will not be responsible for problems resulting from any deviation from the recom- mended application instructions and the following precautions: Storage: Store this product in a dry, well -ventilated area and stand upright. Do not store for extended periods over 907 (32°C). Nails must be corrosion -resistant, 11- or 12 -gauge, with heads at least 3/8" in diameter. Staples must be 16 -gauge minimum, 15/16" minimum crown width and suffi- cient length to penetrate 3/4" into wood decking or through APA -rated roof sheathing. Staples are to be corrosion protected. All Fasteners must penetrate at least 3/4" into the wood deck or completely through plywood sheathing. Notice: Owens Corning recommends the use of nails as the preferred method of attaching shingles to wood decking or other nailable surface. Butadiene Polymer CAS#9003-55-8, Proprietary ingredient, Polymer Film. Repeated skin contact with petroleum oil in rubberized asphalt may increase risk of skin cancer. Avoid prolonged or repeated contact with skin. Eye contact with residue on hands may cause irritation. For more health and physical information, consult your employer or the Material Safety Data Sheet (MSDS) available free from your dealer or by writing: Owens Corning World Headquarters,ATTN: Product Stewardship, One Owens Corning Parkway,Toledo, Ohio 43659; or calling: 1-419-248-8234. If you have a fax machine you can also obtain a copy of the MSDS by calling 1-800-241-MSDS. OWENS CORNING WORLD HEADQUARTERS ONE OWENS CORNING PARKWAY ® TOLEDO, OHIO, USA 43659 INNOVATIONS FOR LIVING" www.owenscorning.com 1.800 -GET -PINK Printed in U.S.A. March 2004. THE PINK PANTHER" & ©1964-2004 Metro -Goldwyn -Mayer Studios Inc. All Rights Reserved. The color PINK is a registered trademarkofOwensCorning. ©20040wensComing. Pub. No. 61119 ta Installation Instructions Owens Corning three -tab shingles are designed for new or reroofing work over properly built and supported wood roof decks having adequate nail holding capacity and a smooth surface. UL Class A Fire Resistance & Wind Resistance Ratings When applied in accordance with these instructions, these shingles carry the Underwriters Laboratories Class A fire resistance rating, the top rating for residential shingles. They will resist exposure to fire in accordance with UL Standard 790. When applied properly, these shingles also meet UL wind resistance Standard 997. All three - tab shingles have a factory -applied strip of special thermoplastic adhesive on each shingle. After direct exposure to the sun's heat, each course bonds securely to the course below (a matter of days in spring through fall seasons; in winter it varies depending on geographical location, roof slope and orientation of the house on the site, in relation to the sun). Other Roofing Materials You May Need Metal Drip Edges — are recommended along rake and eaves edges of all decks. Underlayment — is recommended for roofing over any bare deck, and is required for a UL Class A fire rating in most cases. Use only "breather type" material such as Asphalt Saturated Felt or Shingle Underlayment classified by UL as a Prepared Roofing Accessory to assure Class A fire performance and watertight performance from wind -driven rain. Nails — must be galvanized, 11- or 12 -gauge, with heads at least 3/8" in diameter. Staples — must be 16 -gauge minimum,15116" minimum crown width and corrosion protected. All Fasteners — must be driven flush with the shingle surface and penetrate at least 3/4" into the wood deck. Where the deck is less than 3/4" thick, the fastener should be long enough to penetrate fully and extend at least 1/8" through the roof deck. Owens Corning recommends the use of nails as the preferred method of attaching shingles to wood decking or other nailable surfaces. Plastic Cement — where required must meet ASTM D-4586 Type II (Asbestos Free). Three Tab Shingles Standard & Metric Size Shingles la Deck Preparation For Standard Slope Decks - 4" in 12" or more Application of underlayment, metal drip edges and eaves flashing: (A) Apply one layer of underlayment over metal drip edge at eaves. Use only enough fasteners to hold in place. (B) Overlap successive courses 2" Overlap course ends 4" Side laps are to be staggered 6' apart. (C) Apply metal drip edge over underlayment at rake. Note: Where ice -damming may cause leaks, apply Owens Corning WeatherLock® underlayment or equivalent eaves flashing at least 24" beyond the inside wall line. When using a coated smooth roll or mineral surfaced roll roofing, apply over the underlayment. When using a special- ty eaves flashing product, follow the manufacturer's instructions. 1 b Deck Preparation For Low Slope Decks - 2" in 12" to less than 4" in 12" Application of underlayment, metal drip edges and eaves flashing; (A) Apply 19" starter strip of underlayment over metal drip edge at eaves. Use only enough fasteners to hold in place. (B) Use 36" strip of underlayment for remaining courses, overlap- ping each course 19" Side laps are to be staggered 6' apart. (C) Apply metal drip edge over underlayment at rake. Note: Where eaves flashing is required, apply Owens Corning Weather - Lock underlayment or equivalent specialty eaves flashing product or apply a continuous layer of asphalt plastic cement between the plies of underlayment at least 24" beyond the inside wall line. Standard & Metric Size Shingles Three Tab Shingles 2 Shingle Application Apply shingles over properly prepared roof deck, starting at bottom of roof and working across and up. This will blend shingles from one bundle into the next and minimize any normal shade variation. Three -tab shingles are applied with a 6" offset (6-9/16" offset with metric size shingles). While a 6" offset (6-9/16" metric) is recommended, application with offsets of 4" or 5" are also acceptable. Caution must be exercised to assure that end joints are no closer than 2" from a fastener in the shingle below and that side laps are no less than 4" in succeeding courses. Refer to course applications steps for specific instructions. If racking application methods are used, the applicator must ensure that the proper number of fasteners is used, and use shingles from several different bundles to reduce potential for color variation. 3 Shingle Application Starter Course (A) Trim tabs off all starter course shingles so sealant can seal along the eave's edge. (B) Trim 6" (6-9/16" metric) off rake end of first shingle. Extend 3/8" beyond rake and eaves, and fasten. (C) Complete rest of starter course. Use five fasteners for each shingle, placed 2" to 3" up from the eaves edge. First Course (D) Apply first course starting with a full shingle, even with the starter course. Fasten securely according to instructions. Note: Complete course with full shingles. Second Course (E) Begin second course by positioning first shingle 6" (6-9/16" metric) from the end of the underlying shingle, with the butt edge aligned with the top of the cutouts in the course below. (F) Leave 5" (5-5/8" metric) exposure, fasten securely and trim excess over- hang at rake. Note: Complete course with full shingles. Third Course through Sixth Course (G) Begin each subsequent course by positioning the first shingle 6" (6-9/16" metric) from the end of the underlying shingle, with the butt edge aligned with the top of the cutouts in the course below. Complete by repeating Step (F). Note: Complete each course with full shingles. Seventh Course (H) Apply seventh course starting with a full shingle. Leave 5" (5-5/8" metric) exposure and fasten securely. Complete by repeating Step (F). Note: Complete course with full shingles. For succeeding courses, repeat steps for second through seventh courses. Offset Measurement W y s^ Exposure s� 9/76Offset Measurement s -9/1G Exposure 4 Valley Construction A closed -cut valley is recommended and is applied as follows: (A) Lay a 36" -wide valley liner of smooth surface roll roofing or Owens Corning WeatherLock underlayment or equivalent product. Fasten on outer edges only. (B) Lay all shingles on one side of valley and across center line of valley a minimum of 12" Fasten a minimum of 6" away from center line on each side of valley. (C) Strike a chalk line 2" from the center line of the unshingled side. Apply shingles on the unshingled side up to the chalk line and trim, taking care not to cut the underlying shingles. Clip upper corners of these shingles, cement and fasten. (D) Both woven and metal valleys are acceptable alternatives. 5 Fastening Instructions Place fasteners 5/8" above the tab cut-out and below the sealant strip. Fastening into the sealant strip interferes with sealing and contributes to blow -offs. (A) Use four fasteners in normal wind areas. (B) Use six fasteners per shingle for mansard construction. Use of six fasteners per shingle is recommended in high wind areas. Note: Do not drive fasteners into or above the adhesive strip. Hip & Ridge Application High Ridge Hip & Ridge and High Style® Hip & Ridge available by region. If cutting three tabs for Hip & Ridge shingles, adhere to the following instructions. Cut full three -tab shingles into three 12" x 12" (13-1/4" x 13-1/8" metric) Hip & Ridge shingles. Start hips at the eave and work up to ridge. Apply ridge only after hips have been applied, beginning on end of ridge opposite prevailing wind direction. Leave 5" (5-5/8" metric) exposure per shingle for Hip & Ridge application. Bend over the ridge; fasten on each side 5-5/8" (6-1/4" metric) from exposed end, 1" up from the edge. Cover exposed nails with asphalt plastic cement. For more information on Hip & Ridge shingle application refer to Owens Corning's "How to Apply Hips & Ridges" (Pub. No. 5 -RR -18491). Valley Liner 6" Min. / Extra Nail Asphalt Underlayment , Plastic Cement Clip Corner IT Centerline Mansard or Normal Wind Areas High Wind Areas' 5" Exposure Normal Wind Areas ,., (A) +. Z t2 -t 72-t 5-54' Exposure Prevailing Wind Direction A-- Prevailing Wind Direction A --- Mansard or High Wind Areas Hip & Ridge cut from metric three -tab shingles 5" Distance Hip & Ridge cut from metric three -tab shingles. s-sis^ Distance Standard & Metric Size Shingles Three Tab Shingles 7 Precautionary Notes The manufacturer will not be responsible for problems resulting from any deviation from the recommended application instruc- tions and the following precautions: (A) Roof Deck: Recommended roof decks are 6" maximum width, 25/32" minimum thickness wood sheathing, or 3/8" minimum thickness plywood sheathing. Use plywood decking recommend- ed by the American Plywood Association, Underwriters Laboratories, Inc., or local building codes. These Owens Corning shingles have been tested and rated as Class A by Underwriters Laboratories when these shingles are applied over recommended decks. If other decks are used, the resulting construction may not qualify as Class A. Regardless of deck type used, the roofing installer must ensure that the attic ventilation meets or exceeds FHA Minimum Property Standards. Note: All roof structures, especially Mansard style construction, must have complete through ventilation from bottom to top to prevent heat build-up or entrapment of moisture -laden air that can cause premature shingle failure. (B) Handling: Use extra care in handling shingles when the tempera- ture is below 40°F. Shingles can be broken easily in cold weather or their edges damaged in hot weather. (C) Fastening: Owens Corning recommends nails as the preferred method of attaching shingles to wood decking or other nailable surface. Drive all fasteners until they are flush with the surface of the shingle. Special care must be taken when using pneumatic staples or nail guns. An improperly adjusted pneumatic gun can result in raised fasteners causing sealing failure, raised tabs, leaks or blow -off. Guidelines on fastener size, number and location must be followed. Owens Corning will not be responsible for any wind damage that occurs with shingles which have not been applied in accordance with these instructions. (D) Mansard or Steep Slopes: For slopes exceeding 60 degrees or 21 inches per foot, use six fasteners and two spots of asphalt plastic cement per tab. All six fasteners must be spaced equally. Place two spots of asphalt plastic cement, 1" in diameter, under each shingle tab immediately upon installation. SYSTEM THINKING - Makes the Difference OWENS CORNING WORLD HEADQUARTERS ONE OWENS CORNING PARKWAY TOLEDO, OHIO, USA 43659 ROOFING SYSTEMS BUSINESS System Thinking" is a trademark of Owens Corning. Printed In U.S.A., February 2000 Copyright© 2000 Owens Corning (E) Storage: Store in a covered ventilated area at a maximum tem- perature of 110° F. Protect shingles from weather when stored at the job site. Do not store near steam pipes, radiators, etc. (F) Hip & Ridge Shingles: These shingles should be cut from the back (smooth) side. (G) All exposed material must be rated Class A by Underwriters Laboratories to maintain a Class A system. ® Reroofing If old asphalt shingles are to remain in place, nail down or cut away all loose, curled or lifted shingles. Sweep the surface clean of all loose debris just prior to applying the new roofing. Ensure proper size and length of fasteners. If roofing over old wood shingles, cut back the old shingles at eaves and rakes and apply wood edging strips. Some local building codes may require the use of a No. 30 asphalt saturated felt over the old wood shingles prior to reroofing. Consult local building code authorities. Surface must be smooth before shingles are installed. Make deck smooth by nailing down all loose and curled shingles, protruding nails, etc. Install beveled wood feathering strips, if necessary. When roofing over existing shingles with a 5" (5-5/8" metric) tab exposure, the following procedure should be used for smoothest finished appearance and ease of alignment: (A) Starter Course: Make starter shingles by removing the 5" (5-5/8" metric) tabs and cutting a 2" strip off the top of the shingles. Lay starter shingles so the top edge butts against the lower edge of the second course of the existing roof. Place the thermal sealing adhesive toward the eave edge. Secure with five fasteners evenly spaced per starter shingle placed 2" to 3" from the eaves edge. Complete the course. (B) First Course: Trim 2" (3-1/8" metric) off the tops of all first course shingles. Lay them with their top edge butted against the bottom of the third course of the existing roof. Continue as instructed above. (C) Second Course and Others: Use full-sized shingles and place them so their top edge is butted against the bottom edge of the next course of existing shingles. Continue as instructed above. me * HIGH RIDGE HIP & RIDGE INNOVATIONS FOR LIVING" with Sealant Owens Corning High Ridge Hip & Ridge with Sealant Shingles are designed to complement laminated and laminated - looking shingles.They are a high profile shingle which adds dimension to your home's hips and ridges. Before You Begin Complete shingle application on roof deck before applying High Ridge Hip and Ridge shingles. Hip shingles must be applied before applying ridge shingles. Note If a new roof is being applied over an existing roof, remove the old hip and ridge shingles to obtain a level application. Fastening Use nails only when installing this product. Nails must be corrosion resistant, I I- or 12 -gauge, with heads at least X" in Hip & Ridge Shingle Application diameter. Apply one nail on each side 10" from the exposed end and I " in from the side edge. (See Fig. B.) For High Wind, apply two nails on each side 9" from the exposed end, and I" and 2" in from the side edge. (See Fig. 2.) All fasteners must penetrate at least %" into wood deck or completely through plywood sheathing. Cover exposed fasteners with asphalt plastic cement. Plastic cement must meet ASTM D-4586 Type I or I I (Asbestos Free). Installing Begin hip application at the eave working toward the ridge. Begin ridge application opposite the prevailing wind direction. Arrange shingles along the center line so that both halves of the laminated piece 4 Fig. A q Prevailing Wind Direction Nail A Q I I I I I I A t I I I Q I I I I I I I I I I I I I I I I A I I I I W v 8" -� Exposure ZNL:S Fig. 1 a t—_ Prevailing Wintl Direction A Nally--� A 9 A A I I Q I A I i I I 1 y W W �po,ere Application instructions for High Ridge Hip & Ridge with Sealant Shingles fall on opposite sides of the hip or ridge. (See Fig. B.) For High Wind (See Fig 2). Hip & Ridge Application Apply remaining hip and ridge shingles in the same manner with 8" exposure. (See Fig. A.) For High Wind (See Fig. 1). When finishing the ridge, leave no laminated portion of the last hip and ridge exposed. One option is to use the 8" exposed portion of a hip and ridge shingle, cutting a piece the appropriate length to extend over the laminated portion of the shingle to the end of the ridge. Fasten final piece with two nails, each I " in from the side edge and I " in from the end of the ridge. For High Wind use four nails, each I" and 2" in from each side edge and I " in from the end of the ridge. Cover exposed fasteners with asphalt plastic cement. Hip & Ridge Shingle Fastening Fig. B Top View Side View Top Vlew Sitle View t„ Top Laminated Nail Piece Nail Nails Nails 4" 4" Piece 2" 2' II 1 �I I I I ml c JI 12 -1 8" dl CI UI I I I I jt I I LA 12" Fig. 2 Top Vlew Sitle View Nails Nails t Top lsminatetl 7'I t 4" Piece II a. �I 12 -1 OWENS CORNING SHALL NOT BE RESPONSIBLE FOR ANY DAMAGE, LOSS, COST, EXPENSE OR LIABILITY RELATING TO FAILURE TO FOLLOW THESE INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTALLATION INSTRUCTIONS MAY AFFECT OWENS CORNING OBLIGATIONS UNDER THIS PRODUCT'S LIMITED WARRANTY. Installation Instructions Owens Corning High Style Hip & Ridge Shingles are designed to complement laminated and laminated -looking shingles. They are a high profile shingle which add dimension to your home's hips and ridges. Before You Begin Complete shingle application on roof deck before applying hip and ridge shingles. Hip shingles must be applied before applying ridge shingles. All hip and ridge shingles are applied with an 8" exposure. Note. If a new roof is being applied over an existing roof, remove the old hip and ridge shingles to obtain a level application. f Exposure f�— Nail 9'n" Back Fastening Use nails only when installing this product. Nails must be galvanized, 11- or 12 -gauge, with heads at least 7/16" in diameter. Nails should be places 9-1/2" back from the exposed end and 1" in from the side edge. All nails must be covered by succeeding shingles at least 1° All fasteners must penetrate at least 3/4" into wood deck or completely through plywood sheathing. In high wind areas apply a spot OWENS CORNING WORLD HEADQUARTERS ONE OWENS CORNING PARKWAY TOLEDO, OHIO, USA 43659 of elastometric roof cement, the size of a quarter, on each side of the hip or ridge, on the dimensional fold prior to installing the succeeding shingle. Cover exposed fasteners with elastometric roof cement. Installing �— Prevailing Wind Direction r /cuta 1. a•' —►I 1. Begin hip application at the eave working toward the ridge. 1 a. Begin ridge application opposite the prevailing wind direction. 2. Cut first High Style Hip & Ridge shingle 8" up from the exposed end (along the dimensional fold). Use the remaining 8-1/2" portion of the shingle, with the dimensional fold, as the "starter" hip or ridge shingle. 3. Install this "starter" shingle with the dimensional fold positioned at the leading edge of the hip or ridge. Fasten through the dimensional fold with one nail on each side, placed 1-1/2" in and 1" up from the cut edge. Nail 9',2 Back s" F osure ROOFING SYSTEMS BUSINESS System Thinking' is a trademark of Owens Corning. The Pink Panther is a T" and © of United Artists Corp. Licensed by MGM Consumer Products. Printed U.S.A., March 2000 Copyright © 2000 Owens Corning. A Starter Shingle High Style® Hip & Ridge Shingles 4. Completely cover "starter" shingle with the 8" exposed portion of the next hip and ridge shingle. 5. Fasten each shingle through the dimensional fold with one nail on each side, placed 9-1/2" back from the exposed end and 1" in from the side edge. All nails must be covered by succeeding shingles at least 1° Apply remaining hip and ridge shingles in the same manner with 8" exposure. 6. Cut final ridge shingle from the 8" exposed portion of a hip and ridge shingle. Cut piece an appropriate length to extend from the edge of the dimensional fold to the end of the ridge. 7. Fasten final piece with two nails, each 1-1/2" from the edge and 1" in from the end of the ridge. Cover exposed fasteners with elastomatic roof cement. Cut To Fit Florida Building Code Online R Page 1 of 3 BCIS Home ! Log In i Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff I B, Product Approval USER: Public User •� d4 •rAY �. ._. YG � YA1. Product Approval Menu > Product or Application Search > Application Detail -� _ FL # FL4460 a 1 `"�� Application Type New Code Version 2004 Application Status Approved I -N Comments Archived rR Product Manufacturer Croft, LLC Address/Phone/Email P.O. Box 826 McComb, MS 39649 (601) 684-6121 ext 372 Andersd@croftmetals.com Authorized Signature Dennis Anders Andersd@croftmetals.com Technical Representative Dennis Anders Address/Phone/Email P.O. Box 826 McComb, MS 39649 andersd@croftmetals.com Quality Assurance Representative Dennis Anders Address/Phone/Email P.O. Box 826 McComb, MS 39649 andersd@croftmetals.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgt7JLV6LpgGUS... 8/2/2007 Florida Building Code Online i Certification Agency Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Page 2 of 3 American Architectural Manufacturers Standard ANSI/AAMA/NWDA 101/I.S.-2 Method 1 Option A 04/29/2005 06/09/2005 06/18/2005 06/29/2005 Summary of Products FL # -� Wlodel, Number or Name IDescription 4460.1 Series 95 Insulated single hung Limits of Use (See Other) Approved for use in HVHZ: Certification Agency Ce Installation Instruction Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- PTID 4460 I 95 OR 96 Verified By: Other: Size=35" x 71", S.S.B. Anealed Glass, H-R-40,Non-impact rated 4460.2 Series 96 -Aluminum Single Hung Limits of Use (See Other) Approved for use in HVHZ: Certification Agency Ce Installation Instruction Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Max. Size=35" x 71, S.S.B. Glass, H -R- 40 Non -Impact Rated I Back I INext DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards http://www. floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgt7JLV6LpgGUS... 8/2/2007