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230 Venetian Bay Cir
CITY OF SANFORD PERMIT APPLICATION t Permit # : 0 • Date: Job Address: t) t Description of Work: Historic District: Zoning Value of Work: 03 a 2006 Permit Type: Buildingr Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Dud Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential V"' Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) 1 Parcel #: 3 ' 19 '' 50 ' 5or.Ja - 'Q (Attach Proof of Ownership & Legal Description) n Owners Name & Address: 1 y lC ��i� ^ [ /lt fL.0 uy o Contractor Name & Address: Phone & Fax: Z�L Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Contact Phone: Number: Phone: Fax: 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 information 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. 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 permit, there may be additional restrictions applicable to this property that may be 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. Acceptance of p ►rjt is ve tion that I will notify the owner of the property of the raquuem o Flori Lien �aw S 713. t I - r rc of !^Agem� Date Signature of Contractor/ en Date t! Owner/Agent is Personally Known to Me or — Produced ID F L J� R tys0. L .e— _ �� A" oz APPLICATION APPROVED BY: Bldg:rAL — zoning: Utilities: (I ' al & D ) (Initial & Date) Special Conditions: • DOUGLAS MORRISON =Canard D00505376 SO?MNI, Eaprea 1Nl2010 BormM On (800)432-4254: Igonde Notary Assn., Inc = FD: (Initial & Date) (Initial & Date) c ►fit. ,,�...D�S„aa Comte Expires 112 ed ON l )432 428 B� Flotilla ;;.�:•'/""••••� �' B6itMQ8�611j�:Jai:aWl;raiill�Wfr,�siGk�l._.=-.�: • M, .. r.brri.r�rvi.r.r r w. :. _ _ ' j.::++ate,..;. �I a Return to: to. ` WOO.* MAlk, MEW W CIKVIT WO� Name: THD At -Home Services. Inc. SEtiIMIF LINN" d/b/a 71re Home Depot At -Home Services BK Rq 01913; QpR) Address: 3200 Cobb Galleria Pk -y. Ste. 200, Atlanta, GA 30339 CLERK' S :0 2W6105744 ClArtk� OA•. , REglii LD OS/:9/ 12:Q. -IS PH This Instrument Prepared y: RECORDING FEE$ 10.00 Name: -r �e_ , f O rtn e- b� tl RECMB BY t helden . - ' 1 t Address: � �� �tRTIF1ED COPY' 'Zo 7- 6 KPS S�� RSE CLI.B ��f 'R('1 T .HURT Property AppraiseVs PaZel Identification: NOTICE OF COMMENCEMENT Permit No. Folio No. STATE Ur• FLORIDA r ,1uN 29 �0� j20� COUNTY OF c� if•r1 U L I � >J k� -tt,�� (`ILr ✓9V/� ' The undersigned gives notice thlit 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. / Legal description of property (include street address, if available: 7_750 V ?—A QA-► 7rx)e ,lt.c—.,An1 nAv Sr n•4"n FL Z -t-1-71 Ucueral description of improvement: / j-ro f ►y� �C d fi e, L� i7 r-. I Owner Information - name and address: r a. r- fln � e- t -r n 61_4 G.'r I . � C.,r,c L, 3'27.7 1 Interest in Property: r Name and address of fee simple titleholder (if other than Owner): t Contractor - name and address: The Home Depot At -Home Services 207 Kelsey Lane, Suite G. Tampa FL 33619 Phone Number: 813-630-4111 Fax Number: 813-6304112 Surety - name and address: l Lender - name and address: Phone Fax Number: Amount of Number:' Bond: S Persons within the State of Florida designated by Owner whom notices of other documents may be served as provided by Section 713.13(1 xa)7. Florida Statues: Name and address: I Phone Number. Fax Number: In addition to himself Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1 xb), Florida Statures. (Fill in at Owners option) Phone Number: Fax Number: Expiration date of Notice of Commencement (the expiration date is I year from the d f recording unless a different date is specified). Signature of Owner S nature ofOAi&r Printed Name of Owner Printed Name Owver Sworn toland subscribed before me by 1C " .vbo is personally known to me or produced as identification, and who did Ikee%an oath, this_(` day of � 20 OV.. Si naturc of Nota Printed Name of Notary: Commission No.%Exoirntio +.R to c_ M "p— ro►- •t ` GS4Zr" ' DOUGLAS MORRISON t c9n,n,tffc00505376 Expires ttatoto �a Bonded Oyu (600)472�25e: on . •xa�,+ Florida Notary Asan., Inc 0 YOU CanI Nf It May Concern: We can help., This letter will authorize the following person(s) to act as agent(s) on behalf of THD At -Home Services, Inc., D/B/A The Home Depot At -Home Services, 3200 Cobb Galleria Parkway, Suite 200, Atlanta, GA 30339 to pull for permits and inspections with respect to the installation, maintenance and repair of windows, siding and fencing under Florida State General Contractor license number CGC1507093. Authorized person(s): Brian Kirby Elizabeth Grote Timothy O'Malley Chris Pate Anthony DeCandia Jason Kirby Gregory Kidd Jim Kirby Don Kirby Jenniler Kidd Qualifier-Edwar.deynn Guillory THD At -Home Services, Inc. The Home Depot At -Home Services STATE OF GEORGIA COUNTY OF COBB The foregoing instrument was acknowledged before me this 15th day of June, 2006 Edward Lynn Guillory. mission Expires• Personally Known ,X Or Produced Identification Type of Identification Produced (Seal) THD At -Home Services, Inc. 3200 Cobb Galleria Parkway, Suite 200 • Atlanta, GA 30339 770-779-1300 9 Fax 770-9840709 9 Toll Free 877-469-0114 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www. scpafl.orglpls/weblre_web. seminole_county_title?parcel=23193 050200000280... 6/22/2006 x INN 0 MID JOHNsom. CFA.ASA xs ,, A5 f (i PROPERTY APPRAISER SEMINOLE COUNTY FL, 1, 1101 E. FIRsT sT y■` , �"•��i5 � � SANFORD, FL32771-1468 I"y a�;1�1 q � "" 407-663-7506 O.J EO m• I � �•� =: 19.0 18,11 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 23-19-30-502-0000-0280 Number of Buildings: 1 Owner: MC KENNA CAROLYN Depreciated Bldg Value: $133,879 Mailing Address: 230 VENETIAN BAY CIR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $42,000 Property Address: 230 VENETIAN BAY CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: VENETIAN BAY Just/Market Value: $175,879 Tax District: S1-SANFORD Assessed Value (SOH): $152,191 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $127,191 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $2,450 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $2,450 WARRANTY DEED 12/2004 05581 0657 $188,000 Improved Yes Save Our Homes (SOH) Savings: $0 WARRANTY 11/2003 05091 0407 $3,476,000 Vacant No DEED 2005 Taxable Value: $122,758 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 0 0 1.000 42,000.00 $42,000 LOT 28 VENETIAN BAY PB 63 PGS 84 - 88 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2004 9 1,549 2,248 1,549 CB/STUCCO $133,879 $135,231 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 200 Appendage / Sgft GARAGE FINISHED / 463 Appendage / Sgft OPEN PORCH FINISHED / 36 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed 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 our next ear's property tax will be based on Just/Market value. http://www. scpafl.orglpls/weblre_web. seminole_county_title?parcel=23193 050200000280... 6/22/2006 p t l I Douglas Morrison McKenna Prepared Ry_ _..,_ ---- C ",turner Nanie I.1 ]i HOME DEPS Phone Ni.rnber(407) 625-51-92 D�:A SHE. ' 24-9.4580 Jon ft l 42'S 3' 2711 2'6 fit x CDrQ: I GAR DIN 5 O x 3 ►_, ENTRY LIV O cc,' _ . o o 1 Z BATH BED #1 MBED : o . x BED #2 11 10 O BATH IQ g ... 5 1 NOTE'S: MEAN c+OOF Kticrm 10 , Feai Overall Length 4 l --�t, O.rrnv 59' - - j Overall Width t N Joibei the windows to the corre�M- d numbufram the Spec Sheet 4 I-Msao-ure. Meen Roof ! Height from tho drourttl - W' / s+ak to th9 gave Exposure Cate. or *k* o 3. Phnasup^ and!ietthe dis,nnr* from osch rornar cf the hnrrte to the Clneeat r,indovr _ 7o a ov .!he: is haffNny to!`ie - a Q / _ 'l -_t.fct,ratr.r.{tichx9ndcw{51•nilime!�tEyrersCnefer�q,.�irerra.^,Isiti±h=..bcMrrom'To --bBcompleted LIYPermit Coordinator y.� h' togs' S wi,Mc..v or extaviur door rrv-Ft meet ihn.Egress Codn.neoutronvit;, - I— Job Number 2494580 Customer Name _Carolyn McKenna_ Window and Shutter Measurement Sheet Sales Person _Douglas Morrison_ Spec Sheet Total Total Total Square Inches Mark Yes or No Total Sq Inches Purchasing Style of They Already Have Line Item Opening # Description Width Length Of the Home If this is being Replaced Not Replacing Storm Panels Panel Existing Storm Panels 1 ENTRY 64 80 5120 NO 5120 NO DOOR NO 2 ENTRY 64 40 2560 NO 2560 NO PW NO 3 GAR 192 84 16128 NO 16128 NO GAR DOOR NO 1 4 DIN 74 72 5328 NO 5328 YES AP NO 2 5 DIN 74 72 5328 NO 5328 YES AP+LP NO 3 6 LIV 96 96 9216 NO 9216 YES AP NO 4 7 MBED 36 63 2268 NO 2268 YES AP NO 5 8 MBED 36 63 2268 NO 2268 YES AP NO 9 BATH 48 48 2304 NO 2304 NO SH NO 10 BED # 2 36 36 1296 NO 1296 NO SH NO 11 BATH 26 50 1300 NO 1300 NO SH NO 6 12 BED # 2 53 75 3975 NO 3975 YES AP+LP NO 13 0 14 0 15 0 16 0 17 0 18 0 19 0 " 20 0 21 0 22 0 23 0 24 0 25 0 26 0 27 0 28 0 29 0 30 0 Total Sg Inches= 57091 Total S9 Inches Not 57091 For this Home Being Re laced Total Sg Inches Being 0.00 Re laced Total Sg Feet for This Home = 396.47 This is Total Sq Inches divided bV 144 _ IM Total Sp Feet Being 0.00 % Being Replaced 0% Replaced= i WINDOW SPECIFICATION SHEET- Sec. theet#:W235551 Customer: faro � � ____ Job #:ZgJq l�Consultant: Quis_ Q„�►_ ►_�-� _____ I Sheet: of - Date: 3 For Csmts, CPC, Bay or Bow, use "L", "R" or"S" (Stationary). For Patio & Garden Doors, use "S" (Stationary) or "X" (Operating). BAY / BOW WINDOW GARDEN WINDOWS Projection Angle: (Bay: 3(° or 450) Existing Window New Window M LU I_ Location (Room / Floor) Style "Code" Metal Y/ N Style "Code" Series "Code" L o U Measurements Grids. Pattern' Pattern 1.2 Pattern 1,2 Window & Glass Options 11C ode" Misc. Items "Code" Hinge Locations 3 Rough Opening U C o m > @ o 7-> c o �o 0 T-> c o m o-° _ Csmt, CPC, Bay, Bow, Patio & Garden Doors (from outside, Lt to Rt) Width I Height UI 1 54- y 73 7a 115 2 DW 5 11 AP rnL ? 111 14.- 1 AP1�P 3 �-t�/ 54 Vol, C16 1(0 19 A P 4 mB&-bA r M• 3&1 /� P 5 MS&b SP k/ P 6 Z sH Y A F S 9 7a 125 7 8 91- --10 10 11 12 Grid Pattern and Location MUST be indicated. 2 If a single window or mulled windows require multiple grid patterns, indicate location and pattern in the additional spaces provided. Color of Window / Door Wraps 3 For Csmts, CPC, Bay or Bow, use "L", "R" or"S" (Stationary). For Patio & Garden Doors, use "S" (Stationary) or "X" (Operating). BAY / BOW WINDOW GARDEN WINDOWS Projection Angle: (Bay: 3(° or 450) Top of Window to Soffit ( inches ) Bay Window Flankers - DH / Csmt. Width of Overhang ( inches) Seatboard Material - Birch or Oak If tied to Soffit, color of Soffit material WALL THICKNESS 4 (inches) SEATBOARD MATERIAL Specify Birch or Oak Veneer or White Pionite New Interior Casing (Bay/Bow/Garden/Patio Doors) Construct Roof a ( Yes / No) ° Additional charge for wall thickness of 6" or more. Clamshell (CL) or Colonial (CO) 3 There is no guarantee that new shingles will match existing color. SPECIAL CONSIDERATIONS: E 5-14-03 SFC -W -VW - - I have reviewed and agree with all of the job specifications described above. Customer Signature Date i r iui tua ouiiuing wue vnnne Pagel of 2 IP Overview Product Search Oiyanization Product Search Application User: Public User Not Associated with Organization - http://www.floridabuilding.org/pr/pr_dctl.asp?IPT=2754&RV=1 &fm=ROSrch 10/27/2005 FL2754-R1 Date Submitted: 06/10/2005 Code Version: 2004 Product Manufacturer: Madden Mfg, Address/Phone/email: 1889 NW 22 St. Pompano Beach, FL 33069 (800) 272-2071 Technical Representative: Michael Madden' Technical Representative Address/Plione/email: 1889 Nw 22nd St, Pompano Beach, FL 33069 Madden4Mo@aol.com Category: Shutters Subcategory: Storm Panels Evaluation Method: Evaluation Report from a Florida Registered Architect or Florida Professional Engineer Referenced Standards from the Florida Building Code: Section Standard Year 1609.1.4 ASTM E1886 2002 1609.1.4 ASTM E1996 2002 1609.1.4 ASTM E330 2002 Florida Engineer or Architect Name: Frank L. Bernardo, P.E. Florida License: PE -0046549 Quality Assurance Entity: PFS Corporation' Validation Entity: Jorge A. Pomerantz, P.E. Authorized Signature: Frank Bernardo' clangley@flbepglneering.com http://www.floridabuilding.org/pr/pr_dctl.asp?IPT=2754&RV=1 &fm=ROSrch 10/27/2005 Florida Building Code Online Page 2 of 2 Evaluation/Test Reports Uploaded: PTID_2754_RI:T 0.4-004.pdf PTLD 2754 RI T 04 0. PTLD 2754_R1LT 04-006..pdf PTLD 2754_R1 T Cert Ipdep.pdf PTID,_2754—R1__T D.wg.Pdf PTID 2754 R1 T Eval_Rpt.pdf PTI_D_2754_RI T TensiJ_e_ Reports.pdf Installation Documents Uploaded: Product Approval Method: Method 1 Option D Application Status: Approved Date Validated: 06/10/2005 Date Approved: 07/07/2005 Date Certified to the 2004 Code: Page: 0 Page 1 / 1 pp/Se.q Product Model # or I Model # Name Description- Limits of Use 28ga (0.018") Steel, 0.022" This product is not valid 2754.1 "Safety Edge" Storm Alum (Pert and or use within the HVHZ. Panels Non-Pert), Clear See FLB drawing #04- Polycarb (Full and 115-0001 for additional. Half Information. Next pp 1 _':.,v,.�+ra;', �Sr?za� ..s�.,�:�'•�.o>ixz:+a]*�"F. t7:.-�»'-a .1 I sacu.ed Copyri_yht and_Disclaimer ; ©2000 The State of Florida. All rights reserved. Jrz1. YFRYF Y 0: -. I I http://www. floridabuiIding.org/pr/pr_detl.asp?IPT=2754&RV=1 &fin=ROSrch 10/27/2005 MIAMI,DADE BUILDING CODE COMPLIANCE OFFICE (RCCO! PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Midden Manufacturing Co-, Inc. 1859 NW 22 ST i'ompano Beach Miami, PL 33147 INIiANII-DARE COUNTY, FLORIDA ,METRO-DADE FLAGLER BUILDING I40 NVEST FLAGLER STREET, SUITE 1603 MIANII, FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375-290S SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (Al -IJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas oilier than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the lligh Velocity Hurricane Zone of the Florida Building Code. W-.SCRIi'TION: 0.10 (min) Clear Polycarbonate w/Steel or Aluminum Storm Panels Systerrr Shutter APPROVAL DOCUMENT: Drawing No. 01-455, titled "Clear Polycarbonate Storm Panel Systcm", sheets I through 5 of 5, prepared by V.J. Knezcvich, P.E., dated 12/17/01, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date: by the Miami -Dade Count Product Control Division. y MISSILE IMPACT RATING: Large and Small Missile impact .LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perfonnance of this product. TEI011INATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply %vith any section of this NOA shall be cause for termination and removal ofNOA, AIWERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. 17his NOA revises NOA #01-1004.02, consists of this page i as well as approval documcnt mentioned above. The submitted documentation was reviewed by Raul Rodriguez 0 NOA No 02-0315.13 Expiration Date: January 10, 2007 Approval Dale: April 11, 2002 Page 1 ►.2 SBCCI PUBLIC SAFETY TESTING AND EVALUATIQN SERVICES INC 900 Montclair Road, Suite A; Birmingham, Alabama 35213-1206 www.sbccies.org a Participating Member of the NES, Inc Evaluation Reports are the opinion of the Committee on Evaluation, imply an approval or acceptance by any'local community. based on the findings, and do not constitute or The Committee, in review of the data submitted, finds• that in their opinion the product, material, system, or method of construction specifically identified in this report conforfns with or is a suitable alternate to that specified in the Standard and International SUBJECT TO THE LIMITATIONS Codes, IN THIS REPORT. The Committee on Evaluation `has reviewed the data submitted for compliance with the Standard Building Code 2. SCOPE OF EVALUATION the SBCCI. Standard for Hurricane Resistant Residential Construction 0SSTO 10 -and the International One 2.1 Impact Resistance under SSTD 12 and Two Family Dwelling Code and submits to the Building. Official or 2.2 Structural - Transverse Wind Loads other authority having jurisdiction the following report. The Committee on Evaluation, SBCCI PST & ESI and its 3. USES staff are not responsible for any errors or omissions to any documents, calculations, .drawings, specifications, tests or summaries Madden 'Storm Panels are used to protect glazed openings prepared and submitted by the design professional or preparer from windborne debris. of record that are listed in the Substantiating Data Section of this report. Portions of this report were previously included 4. DESCRIPTION in Evaluation Report #9919. Copyrighted m 2000 SBCCI PST & ESI 4.1 Aluminum Storm Panel " REPORT NO.: 2056 EXPIRES: See current SBCCI PST & ESI EVALUATION REPORT LISTING CATEGORY: DOORS AND WINDOWS SUBMITTED BY: MADDEN MANUFACTURING COMPANY 1889 NW 22ND STREET POMPANO BEACH, FLORIDA 33069 1. PRODUCT, TRADE NAME Madden Storm Panels: 1.1 Aluminum Storm Panels 0.0375,. 0.050" 0.063 1-2 1 Galvanized Steel Storm Panel 24 .Gauge 20 Gauge 18 Gauge 1-3 0.085" Clear Polycarbonate Storm Panel The aluminum storm panels are 0.0375, 0.050, or 0.063 inch (1 .0, '1.3, or 1.6 mm) thick corrugated aluminum alloy sections. The 0.0375" panels conforms with 3105 H14. Aluminum Alloy and the 0.050" and;0.060" panels conform with 5052-H32 Aluminum Alloy "with a minimum yield strength of 23.7 ksi (163 MPa). The full panels are 15.125 inches (384 mm) wide and 2 inches.(51 mm) deep. Panels are overlapped for unlimited width openings. Extrusions for mounting panels are 6063-T6 aluminum alloy. Mounting extrusions are "h" Header, Build -out "U" Header, "U" Header, Angle, Stud Angle, "F" Track, "F" Angle, Angle, Build -out F - track, Decorative C -track, C -track, and Inside Mount'Slide Track. See Tables "1 and 2 of this report for minimum allowable panel lengths and allowable loads. 4.2 Galvanized Steel Storm Panel The galvanized steel storm panels are 24, 20, or 18 gauge (bare metal thickness of 0.0292, 0.0374, or 0.0478 inch (0.7, 0.9, or 1.2 mm)) corrugated steel sections conforming with ASTM "A 653 SQ Grade ,33 with a minimum yield strength of 33 ksi (228 MPa) and galvanized under ASTM A G 60. The full panels areA 5.125 inches (384 mm) wide and 2 inches (51 mm) deep. Panels are overlapped for unlimited width openings. They are mounted directly to the wall or by the use of mounting extrusions. Extrusions for,mounting panels are 6063-T6 aluminum alloy. Mounting extrusions are _ REPORT NO. 2056 PAGE 1 OF 5 REPORT NO. 2056 PAGE 2_0F 5 "h", Header, Build -out "U" Header, "U" Header, Angle, Stud 5. INSTALLATION Angle, "F" Track, "F" Angle, Build -out F -track, Decorative C - track, C -track, and Inside Mount Slide Track. See Tables 1 5.1 _,,General and 2 of this report for minimum allowable panel lengths and f allowable loads. r The manufacturer's published installation instructions and dhis report shall be strictly adhered toand a copy of these 4.3 Clear Polycarbonate Storm Panel instructions shall be available at all times on the job site during installation. The instructions within this report govern The clear polycarbonate storm panels are used in conjunction if there are any conflicts between the manufacturer's with the aluminum storm panels or the galvanized steel storm instructions and this report. panels. The panels are 0.085 inches 12 mm) thick, 8 inches (203. mm) wide, and 2 inches (51 mm) deep. Panels are 5.2 Allowable Transverse Wind Load fabricated from Sheffield Plastic's HYZOD (SBCCI PST & ESI 9564D). A minimum of one full width aluminum or steel panel is required tovbe installed immediately adjacent to each side of the polycarbonate panel. See Tables 1 and 2 of this report for minimum allowable panel lengths and allowable loads. 4.4 Large Missile Impact Resistance under SSTD 12 The Madden Storm Panels were tested for large missile impact resistance under SSTD 12. The panels tested passed the large missile impact test. The panels listed in this report may be used to protect glazed openings from windborne debris. s The design wind loads on the shutters shall be determined in accordance with 1606 of the Standard Building Codec and shall not exceed the allowable transverse wind loads shown in Table 2 of this report. TABLE 1 MINIMUM ALLOWABLE PANEL LENGTHS Mounting Conditions Minimum Panel Length (Inches) Top Mounts Direct .2"x2" "F" "F" Track "F" Angle Mount Stud Angle Track with Side Track u Bottom Mounts Closure Pieces "h" or "U" Header C Track Direct Mount 45" 36" 56" ---- 36" 36" 36" 2"x 2" Stud Angle 36" 36" 36" -- 36" 36" 36" "F" Track 56" 37" 74" --- 36" 7" Track with Side Closure -- --__ --__ 45" (Pieces -'— 36" 36" -- — "F" Angle Track 36" 36" 36" 36" 36" 36" C Track 65" 43" 90" ---- 43" Slide Track 36" 109'. 51: 1 in = 25.4 mm, 1 ft = 0.3 m, 1 psf = 48 Pa PAGE 3 OF 5 REPORT NO..2056 TABLE 2 ALLOWABLE TRANSVERSE WIND LOAD Design 4aximum Storm Panel length Load Aluminum Panel Systems' Steel Panel Systems= (PSF) 0.0375" 0.050" & Aluminum with 0.063" with Panels Clear Panels Clear Panels Only with Stitches with Stitches 0.050" & 0.063" with Clear Panel Without Stitches Steel Panels Only 24 Gauge with Clear Panels with Stitches 20 & •18 Gauge with Clear Panels with Stitches 20 & 18 GA with Clear Panel Without Stitches -25 11'- 5" 7'- 10" 71- 10" 4'- 3" 1 1'- 0" 7'- 10" 7'.10- 4'--3' -30 10'- 6" 7'- 10" 7'- 10" 4'- 3" 101- 10" 7'- 10" 7'- 10" 4'- 3" -35 91.13. 7'- 10" 7'- 10" 3'- 1 1" 10'- 2" 7'- 10" 7'- 10" 3'- 11 " 91- 1 " 7--5- 7'- 10" 3'- 8" 91-01 7'- 9' 7'- 10" 3--8- '- 8" .458'- 6" 7'- 0" 7'- 10" 3'- 5" 7'- 11" 7--4- 7'- 9" 3'- 5- -50 8'- 1 " 6--7- 7'- 10" 3'- 3" 7'- 2" 6'- 11' 7'- 2" 3'- 3" 7'- 6" 6--3- 7'-6" 3'- 1" 6'- 6" 6'- 6" 6'- 6" 3'- 1" 6'- 11 " 6'- 0" 6'- 11 " [65 3'- 0" 6'- 0" 6'- 0" 6'- 5" 5'- 9" 6'- 5" -- - 5'- 6" 5'- 6" 5'- 6" 5'- 11" 5'- 7" 5'- 11" -- - 5'- 1 " 5'- 1" 5'- 6" 5'- 5" 5'- 6" ---- 4'-9"4'- 9" 4'- 9" 5'-2", 5'- 2" 5'- 2" ci. , — - - 4'- 6"-- – ca.w mm, i n = u.3 m, 1 psi = 48 Pa 1 Refer to engineering drawing 97-407P for the Anchor Schedules and installation details. 2 Refer to engineering drawing 99-243P for the Anchor Schedules and installation details. 6. SUBSTANTIATING DATA 6.1 Manufacturer's specifications, mill order certificates and installation drawings: • Madden 0.0375" To 0.063" Aluminum & Clear Polycarbonate Storm Panel, Drawing 97-407P, dated April 10, 1998, Rev. 9, dated October 11, 2000, 7 sheets; prepared by Knezevich & Associates, Inc., signed, sealed, and dated by V. J. Knezevich, P.E. • Madden 24 Gauge To 18 Gauge Galvanized Steel & Clear Polycarboate Storm Panel, Drawing 99-243P, dated December 3, 1999, Rev. 6, dated October 11, 2000, 8 sheets; prepared by Knezevich & Associates, Inc., signed, sealed, and dated by V. J. Knezevich, P.E. I • Mill order certificates for Aluminum 3105-H14 0.38 x 20" coil, American Douglas Metals, Inc., dated February 4, 1998, signed by Ed Raimonde. 6.3 6.4 6.5 ' 6.2 Test report on large missile impact loadings on 6.6 0.038" Aluminum Storm panels under SSTD 12 and wind loading in accordance with ASTM E 330, prepared by Construction Testing Corporation, Report No. 98-012, February 13, 1998; signed by George Dotzler. 7. Test report on large missile impact loadings on 0.040" & 0.050" aluminum storm panels and 0.075" polycarbonate storm panels under SSTD 12, prepared by Construction Testing Corporation, Report No. 00- 022, May 30, 2000, signed by George Dotzler. Test report on large missile impact loadings on 0.040" Aluminum Storm panels under SSTD 12 and wind loading in accordance with ASTM E 330, .prepared by Construction Testing Corporation, Report No. 98-011, April 23, 1998, signed by George Dotzler. Test report on large missile impact loadings on 0.040" & 0.50" aluminum storm panels, 20 & 24 gauge steel storm panels, and 0.075" polycarbonate storm panels under SSTD 12 and wind loading in accordance with ASTM E 330, prepared by Construction Tesr4`ing Corporation, Report No. 00-041, August 20, 2000, signed by George Dotzler. Engineering calculations ori 0.038' Aluminum Storm %: Panel for allowable wind pressures using the Aluminum Design Manual, prepared by Kneievich & Associates, Inc., dated April 10, 1998, signed and sealed by V.J. Knezevich, P.E. REPORT NO. 2056 PAGE 4.OF 5 6.7 Revisions to the engineering calculations, dated November 18, 1998, signed and sealed by V. J. Knezevich, P.E. 6.8 Revised engineering calculations on 0.01375" Aluminum Storm Panels, prepared by Knezevich & Associates, Inc., dated December 1, 1999, signed and sealed by V.J. Knezevich, P.E. 6.9 Revised engineering calculations on 0.03.75" Aluminum Storm Panels, prepared by Knezevich & Associates, Inc., dated January 10, 2000, signed and sealed by' V.J. Knezevich, P.E. 6.10 Revised engineering' calculations on 0.0375" & 0.063" Aluminum & Clear Polycarbonate Storm Panels, prepared by Knezevich & Associates, Inc., dated Septr'mber 19, 2000, signed and sealed by V.J. Knezevich, P.E. 6.11 Test report on large missile impact loading on 24 Gauge Galvanized Seel Storm Panels in accordance with SSTD 12 and wind loading in accordance with ASTM E 330, prepared by Construction Testing Corporation, Report No. 99-029, dated August 15, 1999, signed by George Dotzler. 6.12 Test report on large missile impact loadings on 20 & 24 gauge steel storm panels and 0.075" polycarbonate storm panels under SSTD 12, prepared by Construction Testing Corporation, Report No. 00- 023, May 30, 2000, signed by George Dotzler. 6.13 Engineering calculations on 24 Gauge Galvanized Steel Panels, prepared by Knezevich & Associates, Inc., dated December 1, 1999; signed and sealed by V.J. Knezevich, P.E. 6.14 Revised engineering calculations on 24 GA Galvanized Steel Storm Panels, prepared by Knezevich & Associates, Inc., dated January 10, 2000, signed and sealed by V.J. Knezevich, P.E. 6.15 Revised engineering calculations on 24 GA to 18 GA Galvanized Steel & Clear Polycarbonate Storm Panels, prepared by Knezevich & Associates, Inc., dated September 19, 2000, signed and sealed by V.J. Knezevich, P.E. 7. CODE REFERENCES Standard Building Code - 1999 Edition Section 103.7 Alternate Materials and Methods Section 1606 Wind Loads Chapter 17 Structural Tests and Inspections Section 1707.4 Exterior Window and Door Assemblies Chapter 20 Light Metal Allloys Section 2002 Structural Aluminum Section 2604.9 Exterior Veneer - Plastic SBCCI Standard for Hurricane Resistant Residential Construction IOSSTD IO -99 Section 101.3 Section 101.4 Section 101.6 Section 104 Section 104.1 Appendix B Integrity of Building Envelope Alternate Materials and Methods Design Concepts Design.Criteria Wind Loads Design Load Assumptions International One and Two Family Dwelling :Code - 1998 Edition Section 108 AlternatC'Materials and Systems Section 301 Design Criteria Section 308.5 Glazing - Wind Loads Section 603 Metal 8. 'COMMITTEE FINDINGS The Committee on Evaluation in review of the data submitted finds that, in their opinion, the Madden Aluminum Storm Panels as described in this report conform with or are suitable alternates to that specified in the Standard Building Code° the SBCCI Standard for Hurricane Resistant Residential Cons.tructionOSSTO 10, and the International One and Two Family Dwelling Code or Supplements thereto. 9. LIMITATIONS 9.1 The structural elements supporting the shutters shall be designed for the wind loads shown on the drawings. The calculations shall be submitted to the building official when applying for a permit. The calculations shall be signed, sealed, and dated by a registered professional engineer when required by the Code. 9.2 The installation of fasteners into concrete or concrete masonry units fCMUI are based on special inspections. The installation of the Elco PanelMate into wood is based on'special inspection. See.the SBCCI PST & ESI or NES evaluation report on the specific fastener for special inspection requirements. 9.3 ITW Tapcon fasteners shall be installed in concrete with a minimum compressive strength of 3000 psi and hollow CMU with a minimum f' of 1200 psi. (SBCCI PST & ESI #9759) Powers Calk -'In fasteners shall be installed in concrete with a minimum compressive strength of 3000 psi and hollow CMU with a minimum f' of 3235 psi. (SBCCI PST & ESI #99441 Powers Zamac Nail -In fasteners shall be installed in concrete with a minimum compressive strength of 3000 psi and hollow CMU with a minimum f' of 3235 Psi. (SBCCI PST & ESI.#9944) Elco PanelMate fasteners shall be installed in concrete with a minimum compressive strength of 3350 psi and hollow CMU with a minimum f' of 2000 psi. 9.4 Wood to which the panel systems are attached shall be a minimum of No. 2 Southern Pine with a minimum. . specific gravity of 0.55: 10. IDENTIFICATION Each Madden Storm Panel covered by this report shall be labeled with the manufacturer's name and/or trademark, the PAGE 5 OF 5 REPORT NO. 2056 SBCCI Public Safety Testing and Evaluation Services Inc. seal .` . or initials ISBCCI PST & ESI), and the number of this rep ort for field identification. t ... °°. .t}Mt'r1�'T-D gill+''-�tx� i ;S:�SIs•�°ar�l. i_ axsr ;".�- -, .;�'��'��..t.•.-L.rY , i;: ,. The panels shall also be labeled in accordance. with Section 102 i o SSTD 12 , . .....:........ 11. PERIOD OF ISSUANCE SEE CURRENT SBCCI PST & ESI EVALUATION REPORT LISTING FOR STATUS OF THIS EVALUATION. REPORT. For information on this report contact: Woods MCRo P E _ 205/599-9800 0 ( S•.`SSTO17L"lO13Oc(000 ANo rM(FOILOVINGS. I "'. A0 CODE(, -IN fMCNij7 IMP• } q S CC Fv I TEST SIANOARO Fop OE TERMINING C CSI TAN OM _.I000g.r( 0(Og13. tl. 1595 OALM SEA(. cou.11Y .MCNO.ILNT1, C. I"ISS YSTEM wLS OcCN Su6M1T TCO t0 56cc1, PST L ESI J R F FOR APPROVAL AS A LARG( MIS PLC PIPACT OROr(C}IV( SISTEM. vCLOC1rY t0 OE Ito. CS I. OE S`ASL 6ASCO ON TNC GOVERNING COOL ANG VIMQ Og.WWC16, G LQAoS i0 use ""EN R(f(REN In Tw ( G ES( ). Ww(o( COMPLIANC[ WrTN Ss to 17•N IS a(OUm(0. OAMELS SMAII OE P(p MA M(N TLY l.O (LEO VITM • hINIMYMl.O(l PEg OPENING ORA cc:(,Pc .. QF COMPLIANCE SMALL 6E PROVIQ(O 6Y TM( MAMUf ACTLW a ANO IN$r.LIEA. VM(R( LABELS ARE VSEO, IM( L+OEL SMAII, M- AS fOIIOW S. MADDEN MFG, � SSTO 12-9g0 BEACM• FLORIDA 5570 T2 _ LG. MISSILE IMPACT RESISTANT 1 FOR MAX. LOAOS ANO SPANS. REFERENCETM •: • S8CCI PST 6 ESI REE PORT �. S1GQM PANELS "AVCO((N O(SIGNCO FIG AN O. TCS FCO TO THE A X-M SPANS ANO (OROORATONC..c.1T(ST4(PQRT51 Np500 OIFC (NCE CONSTQUCUi ON TESTING S. STOgM PAN 7, Na. 00-011, N0. 00.077 L Np, 10 -ell. 0.ELS SMALL O( 7705-w14 ALUMINUM A UMHOY, 0.0J7j" TMI(KN 1 SnOWN7 -MA7 AL. A1106 AIUMW M0.067- (MICKNC SS. All IX TRUSION s"OWn S CSS ll O( 606)•T V . U.O.N 6. All SCREWS ANO (IOL TS SMA ' GALY.N 7E0 STECL W/ A SWILL OT 7021.11, •IUM_ AHOY. ST.wLESS SrEEI OR } TOP ANO SOT i M UM TE7ISKE SrRc NG TM OF ae KSL, Y.O.N. PAN(LS MAY AOS d(TMOVNT(O MOR17rcQCMANGEO O.S(O ON i1ClO CONQ171QM5, OR OIRECT ncu. TING IS VSCO 70NTALLY Ii •F- TRACK 6C GIC 1 e. THE P(AMIT M STYO AN O . SUS IN rME NCV jVp Eq,`,,,OCg1iY TM( •OCOVACY OF INC CY:3 TING Srp r p i toe sI TE (1cfOg Osco tcAos ANO TO MoY A uC U E rO C COMMENCING IT. TME WORK. II OIM(NSIONS AT TME 9. Aw(MQRj SMALL ec 1,vj T•LLEO IN ACCOpOANCC V1Tw MANUFAC7 q R• . p(COnME710A110M5. EMOEOM(NT E(NGTwS SMAII O( AS r S T UCco OR OTHER FINIs.cs. O (o .NO 00 NOr 'I+CI UO( . 10. STQVC rURC AMO SwA C REOLXREO FO W IA STALIA TIO OE AOPII(O FOg N O[ STORM PArIClS ON A'- ll CCOROANCE WITH F toa'OA SrArUT(S . VIQTM I M CO " :: { 7G's- IPcao. To PANEL ICNGTIII — . ,7/el• TIIYP. SEC .TIONS I COP MOUNT +IAN `I Zk 7 poo OQ 000 `'Y. 00000000 \�.11:, fR 1/0'v TYP G0000 \ ` J NOS A. 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OP TRACK omccnoN - (�-.ns g •F' ANGLE DECORATIVE sc.t(: N.Lf St(c CAL!, N.LF $I(c O 8UILO-OUT -TRACK C -TRACK ' mer _ �� 11� I o•o. als- _ss••_ • 1 F.o•o- 100- e•`Irl S , )ls- C-TRACK INSIDE MOUNT scAtc , M.0 s,zE (2 SUOE TRACK SC AL(M.L[ SIZE ` 00000000 0 / OC I I '\ 0000000 e, a < 00 , O000 .500' 1 l ONE J• MIGN OANO OF P .qF"NGE p .300- • .e 75" • / ON FA N E QgATIGN$ • I C PANEL �OOPTIONAL MOUN ON EAC. OOT IOM �.. s _ — '.TYPICAL TOP 6 BOTTOM , •� r TYPICAL ELEVATION -'`--''-• 10/11/00 16:10 SCALE :MALE SIZE 10 _ .. SC •1E . NAtf 517E ,.a.7o SrUO "A- : • �-43• I 5..�'...... -� SI �_ 1� . - ` (UMAC 3 ALLOY T3 SLIDE STRAP WASEREO _ sc.0 M.LF stn Tq WINGNUT SCALE: MAL[ S12C S TORM PANEL 1/1-70 S.S. BOLT L WINGNUT ('Ip PANEL MIOSPAN, 0 ORpjl-OC MAIt ITYP.1 7- . 7" [ 097" MIN to 1" . 1' • 175- MAx CONT. 6063-T6 A,ALLOY OR 16 GAGE GAL STEEL T.r ANGLE . O S_ORM PANEL CORNER OETAIL SCALE - 3'• .7.717, P .Imps- I. .r To` I e 050- A7l/MrntPl 11 ]At V. l I alOYl Ov 70 GA CAE v. STEL INI(NN(jj •� KEYHOLE WASHER �`a 1® (OPTIONAL) - SCAI[ r.LF St z( . ,1. nv7cuF/V6 CODE (ssro :2-99) a C ANCHOR ITYR 1 ' ....... �. ...... v JY/ SCHEDULE OR ENBEO' Y SCHEDULE BASSO ON ITYo, i0P L BOTTOMItL SCHEDULE FOR MAXn-x ITro,� TYPE OF STRUCTURE C2CONNECTION riPE { '/t-20 MACHINE SCLr L SPACING REFER N - - - 2 L C' . (T YP, TOP L BOT TOMI E C( ANC MAX.V 1+A o.C, WINGNUT IG 1/ � I/t- MAX. .'. a., 1/�_ SCHEDULE FOA AX al` 2" fes_ MAX. SPICING (d6" O.C. O EXISTING Z STUCCO FINISH ` a O NV V Jm -GLASS Z Z•F' ANGI OR 0004 JaW GLASS (�As DR DOOR TIOWN Z LN R ST a ONGL( 6 O '_" f W . CA CONNECTION TYPE N REFERENCE ANCHOR - Z-• SO -C -N LC FOR MAX. 1 t —r C G I. 1 6 CONT. Ili. -20 ..3/L MACHINE I 1' t CONNECTION TYPE BOLT L WASHEaEO (MECO. I , REFERENCE ON WINGNUT tL 06..O15 17Y SCHEDULE FOR.MAX. Jf O � N V .x V ua = Z< W L J 2a7 a = . f WN L N 1/C_jQ . 3/C" MA CMINE BOLT L wASHEREO 11WINGNUT tC (aT 6•' O.C. .1 SPACING NOTE: THIS DETAIL MAY BE !t"LMY_AkLQfjTAIL PANEL TO ANGLE DET... USED AT TQp OR SOT TOM ' - GLASS OR 000a OF PANELS. -F- ANGLE ' OWALL MOUNT SECTION LEG MAY BE R(vCRSEO. • scAl E : 7- , , _Q_ (X15 TING CONCRETE. CEILING/INSIDE OB MOUNT SECTION NOHOW BLOCK OR CJ CONN SCALE : 7•• CONNECTION TYPE' . r_0- ' WOOD FRAMING. SEE ANCHOR SCHEO BASED R(FERENCE ANCHOR SCHEDULE FOR MAX, , ' ON TYPESPACING OF STRUCTURE -IL . 7/t^ TEK SCREW _ • nB. ' M CHINE`SOLT WITHOR ' LOCK GLASS NUT (a IB' 0 C - ITYP TOP L SOTTOMI Q..( Oq OOOA USE REMOVABLE ANCHORS W/ KEYHCLE WAS"" ONLY. LOCATE FAS -,(NCR iN I NARaOW IF -VA X. 179.- MAN POP TION OF X(Y-OLC SLOT. SEE ANCHOR SCNEO. REF CRENCC _ -ryI -I O 5 1^ GLASS IaiIW i OR OOOa ' 5-5/16" CLEAR -NCC FROM W Z < GLASS 00 OOOSI 76" MIN, J < L I PANEL LENGTH aEOUlaEO J a W OPTIONAL HEADER i IF S10E CLOSUPES ARE Z a 7 ROv10EO, THEN NO MIN, 1t < 00 S EpARA TIQ GLASS QN FROM 00 0000 p(Q•Q 6 �W v v` 5 Z WN � —•T. N i AX I MAX. OPTIONAL STUD PENE TF ANGLE AND 'F' AN m US( ®W/ 1/t-26 . 3/4' MACHINE SCaEW Gl AS$0 WY.675"..S75-, IjS- 000R SOUAgE SCREW MCAD O 11" .1.711- S.S. LAG I u I v (0 12" O.C. W/ I.t/7' L v.:. (xls T IN I hvT 2 - I/L ATION INTO WOOD HOLLOW SLOCKRQn WOOQ 2 _ 1SCRE . t.l/j" S,. FRAMING ISLE ANCHOR II PE LIG SCREW Ea7 7L" DC nax. SCMCOULE BASED ON TYPE OF I: SORT LEG MAY BE REV(PSEO GLE E %1S TIN TOWARDS THE Op NIM DIRECTION$ G CONCRETE E G HOLLOW BLOCK Op C1 CONNECTION TYp WOOD FRAMING, SEE REFEAE NC( 2' , 6" OR W/ 1.7/t- PENETRATION _ WQQO P TT, IN CENTER OF STUDS STRUC TUaCI (THIS DETAIL MAY BE USED ATT PAN 0 0 BOTTOM) ' ANCHOR ANCHOR SCHEO. BASSO SCHEDULE FOR 11-x. ON TYPE OF STPUCTUR, SPACING < NQtE. THIS OCTAL( MAY BE USED AT TOP Qq BOTTOM Of PANELS. - GLASS OR 000a u o tQ W Z< <.. ay USE OF THIS QE rA4 R(OUIR IIMIT5 510E (LOSUaE PI((ES W L J Z 7 U a a u O x N I W SC ACG 7" _ 1' 0" L - 'O� ... v G J FAS r(NEa (0 12" O.C. BUT 00 Nor ExCEEO ANCHOR SCNEOULE SPACING. CMBEOI USE REMOVABLE ANCHORS W/ KEYHCLE WAS"" ONLY. LOCATE FAS -,(NCR iN I NARaOW ' IT rp.l , POP TION OF X(Y-OLC SLOT. SEE ANCHOR SCNEO. REF CRENCC _ Ct CONNECTION TYPE , © WALL MOUNT SECTION ' SCALE : 3" ' C1 CONNECTION Type PENS raA TION REFERENCE ANCHOq. •. ' • 0R (HBEO. �SCNFOUIC FOq NAx.-. SPACING f� m US( ®W/ 1/t-26 . 3/4' MACHINE SCaEW Gl AS$0 WY.675"..S75-, IjS- 000R SOUAgE SCREW MCAD O 11" .1.711- S.S. LAG I u I v (0 12" O.C. W/ I.t/7' L v.:. (xls T IN I hvT 2 - I/L ATION INTO WOOD HOLLOW SLOCKRQn WOOQ 2 _ 1SCRE . t.l/j" S,. FRAMING ISLE ANCHOR II PE LIG SCREW Ea7 7L" DC nax. SCMCOULE BASED ON TYPE OF I: SORT LEG MAY BE REV(PSEO GLE E %1S TIN TOWARDS THE Op NIM DIRECTION$ G CONCRETE E G HOLLOW BLOCK Op C1 CONNECTION TYp WOOD FRAMING, SEE REFEAE NC( 2' , 6" OR W/ 1.7/t- PENETRATION _ WQQO P TT, IN CENTER OF STUDS STRUC TUaCI (THIS DETAIL MAY BE USED ATT PAN 0 0 BOTTOM) ' ANCHOR ANCHOR SCHEO. BASSO SCHEDULE FOR 11-x. ON TYPE OF STPUCTUR, SPACING 9 NQtE. THIS OCTAL( MAY BE USED AT TOP Qq BOTTOM Of PANELS. - USE OF THIS QE rA4 R(OUIR IIMIT5 510E (LOSUaE PI((ES O BUILD -OUT MOUNT SECTIO( SILL BUI�O ED ' Q : 60 P S.F.5 ANQ IS WALL MOUNT SECTION SC ACG 7" _ 1' 0" OUTA-F' W O SCALE : 7..: 1. B.. O ALL MOUNT SECTION BOTTOM .+ G.vuc (.STP Z.vg) 97-407P R _ R A11A .. STAINLESS v•NEIS TO RECErvE THIS vc _ 1 MIN, (RET RC SII •H -LK BOLT STAIN(($$ STEEL MACHINE BOL T20 THRU HE O BOLT W/ PM NUT, PLACE PAN' M KETM 7/g • F10lES WITH OVER EACH ADJACENT PANEL ANO I OCC WASHER ANO FASTEN WINGNUTS FROM THE 6'MAA.. )�. 1/A". 1'.)•lQN WASH(T EO WINYNIITA INTERIOq E 606J -i6 ALUM. AHGIE G 6" O.C. IAL Vn ANGLE (1+O 1 _ M LAST P.:NEL CONNEC TIONI DRILL 3/8"0 HOLES P 6" GLASS OR 'CONT. 7-. )'. ve- vc. O C. IN 6.. MAx.•3-. vl^ 0I7-16 ALUM. ANGLE 20 t- MACHINE DOOR SCR W SiUO WIT- ` 1'-3" LONG 6063-T6 KEY HOLE WASHER ANO ALUMINUM O lE «� I al� a` V WAS HE AEO WINGNUT IC TYP. i' 1T 0 C. IC ONNECTS ALUM. AN'ELI TO •O/'CENT ! I 4All WIW <o P • •I ••. ���• BE Y0.0 NIN 0'I3; . // 1/C -j0 . 1" MACHIN( ! SCREW $7U0 WITH M� OET•ILL BIa< . ... • . . J 1/C•'O POWERS CALK _IN M1 HOLE WASN(A AND RY\ W/ T/B.. MIN. SNCREO WINGNUT (d CTI�\ EMBEDMENT. 12" O.C. (CONNECTS ALUM, WIN • • • A F IN CONCRE T( EB AS O.C. fl P� Ell TO AOJAC(NT 6 O W I Va I II CENTERED ON • T PAN E xCONCRETE IW' • 15 TING C0/•ICRE TE Z' . 3" . 1/B" CONT0. 0 6063-T6 ALUM. ANGLE w+I z G b J NOTES: 6` n•z.. )- . 1/c- 1•, —'CI CONNECTION TWE 6063-T6 ALVMINLIM ANGLE LONG j_1/2-MIGM.1.1/C_ RCFC4ENCf •NCMOA O SECTION 1, THESE Of TALCS DEPICT TME CONNEC TIQN F 1`'10( NQ T(M ITYP, SCHf DUCE FOR MAX. — PANEL FOA AN OPINING WIT -PAN ID TNf LAST O ISOMETRIC acl. SIQESI (YTS TING COK(4C TE. SPACING 0: THE INT RI 11 ElS wSr•lLEO F ROM J .01OW BL OC4 OR IUSE;LATMEAOANC-ORI �<W wX I E E O USE OF T -ESE Of TAILS SMALL BE IN 4'000 cRAnwG. SC( TOP MOO IDN WIiN AN -N' -EAOCR OR "LJ- HEADER AN(MQA i(M(O.BAS(O iV 6 . TOP MOUNT. ON TTP( OF STRUCTURE •10. ? : ^_� 1 Z.MAXIMUM PANEL LENGTH , GN LOAD .c5.0 v.5 F - O-. NOTE: USE OF OETAIC SNALL BE IN CONJUNCTION WTTN AN I7 C, . . MAXIMUM OESI' 'n•NEAOER OR• U• HEADER TOP MOUNT i?N Zile .. OPTIONAL INTERIOR FASTENING(FLOORCONNECTTONONI� O 1" STRAP ASSEMBLY - INSIDE MOUNT D 0 I . •' vc-o WOOO 314- 13 EXISTINC; 314"MIN. EXISTING TYP- TAG SCBE W$ •a 7:. ] 12 G 2" . c- WOOD 2- 2' j00jj 1C WOGO BLOCK O 015'. STUD$ BY OTHCRS I I i O A U //! 4000 SOFcIT to ff BY OTHERS E OF WOOD I //I IVfRIFY IN FIELOI I sJ/ 7` W000 COQ A 0 1 1 FQANING Z I 1 II / IQI$T$ MAX. �' ] MIN. OI I ,s%\I ' 2A' O C.r^-) 1 PE NETR. / VSE 1/C "eCIL«< Y' Ja CO FEnAIE .OJRJ PANEL MA At W/ 1_1/ OO.q PEN TP, IMT 2" MIN, II I 1 I —7-•5/16.. 1.0. ANO • EXISTING 1 FAnING MEnBEaR QF 4000 W I II• 1 �. 1IN MU0.. 1/c" pLY WOAD OR Ij.. Q.C. BUT OQ�QT Z1 I ✓'r(\ �I '4� MINIM M NY'• _ MIN. U LON BY QTHfRS ExCEEO ANCHOR SC -(p, 6'I•Ir•'.•••I�1��_I BUSHING OR 1/L-20 $PACING. Rf Ff RFNCf I. 1/L" MAX. I.I T NUT IG•LVAIu12C01 Cl Tel TYPE IN 5-1/ . y"S RAP ASSEMB Y AMCMQR S(M(Q. F MAX.SPACING CONT,P PLATE I •1 � ^-=I='•ii:I•';1��1 L E Oi I i�j;'.I.L,...L,.I•I x AIE HALF 512E Ex15iwG GLAZING 6067-T6 :el"•: -^i: �'•'•� 6- L.' MIN. .. .. AIR 15 vc••-20 T-REAOEO ROD. as . r iEK 1Q.. MAX. ,kT So APPLY APPLY JB WEIO EpOxY TO SCREWS BErwEE T40 1/C• EACH ENO OF TM4 ADEO ADO. TRUSSES ( POWERS 3/4' 1/2.. D.O. C•lK_IN WIT- MININ1•I 7/6' MINIMUM ID . 1/2- � W ( ,�I �1.1TI• -I.. _�" • CI LONG NYLON MBCOMENT - .. BUSMIN(I IN ':I -1-1.I..'—'•1 .!._. �O 1.0.. -ICK ` I V.J.aca:21QE ORgIEO / `MASHER TYP � L HPiv ,.r1 / I' _ I, �1 N �/ I (MAINTAIN WASHER IFIL IigC��^ 1-'- 3/16.. TO OLE BETWEEN PANEL L li P3/.. ^I_ II ALUM. . . .3/16_ VC" L TNR, AOEO \\ ♦luM...Z. BAR COUPLING SIOINGI ONE 1/L_ MIN N MIN J" MIN. N 70 1/c '-20 SIDEWALK L'.J. ISE( STGRn P. -- Lull GIST, E XI$ TING CONCq(T STAINLESS STEEL BOLT LOCATE $PAN N f. MAC MINE SCREW SC EOUIf TABLE 11 . . HOLLOW BLOCK on BOLT IN NARROW WOOD FRAMING SEE AND JA(K_N(JT PORTION OF KEY ANCHOR SCHEO. BASED HOLE SLOT 0" TYPSTRUCTURE OPLAN LE: VIEW 1• $TRAP ASSEMBLY, (USING LOCKING •'Z" BAR O DIRECT MOUNT INTO UU 0 WITH BRICK FACADE SCAJ" . 1' O- SCALE: 3" a 1' . Q• /11/00 16r 11 _ NOTE, THIS DETAIL MAY BE USED AT TOP OR BOT TOM C- PANELS USE OF THIS DETAIL LIMIrEO TO : 60 p S: 0 O SOFFIT MOUNT SECTION SCALE 3" : 1.0- . fTwA _ - -c (iJ/O IZ-Pg) 97-407P 2 J r,W ANCHOR TYPE 7 W N x 11 'l • r M(•e r•et6N � W 7•Mw. lNe[OH[Ni w&0 t�trleYWBViifV�vEiv luuI — c mammommnonmo�nmmamma©mmnn � (V) P.S.F. $O ANS 1..6.. TO 5-0- $O&Nj UO TC B' -e. SD NS UP TO 12•e- P j ANS SPANS UO TO SPAN SUP TO V Q"•- �vv W.J Iniv I.0 MAX ISEE MOTE II (SEE NOTE 1) ISEE NOTE 1) )'-0- TO S. -e_ ISEE NOT 1 e -6- E 1 ISEE NOTE fl 12'-0- (SEE NOTE 1) F I^ j TYPE" S°ANS TO S'-0' SOAN O S UO T e_ Sv ANS UP T O (jEE NOTEI 1 (ONN((TION Try ( CONNCC TICK TrPE CONNECTION CONN ECTION CONNECTION , CONN Cc TION xlcE ^1 "INNNCC �' NOTE f) REE NOTFI 12'-e" (SEE NOTE 1) (SEE NOTE ]1 ISEE NOTE ]I ;ra( ISEE NOTE ] 1 TYp f I TOE ISEE NOTE ]I [ YP( =a5 TION COr'INEC TION (QNNI( T.O. C'1C7 C) Cl CI C7 C3 Ct Ct C71C7 <L (SEE NOTE ]I CIjC2 (SEE NOTE ]l C Y°E EE NOTE T TPI I; PC le IB IS 1B 1e 1S 9 16 le (] Ct (11(2 OICL C1 (2 C) Ct ISEE NOTE]) (SEE NOTE ]I 'To to 6 If is le le le Is is 11 fe Ie 1) A 1, , C2 C) (t C1 C2 CIICL (11 (21O1CL v ,v0Ot.G ..uvna [ -coo Q ♦ H•t..rt StgX v/ wr ANCHOR NOTES' . 1. SPANS ANO LOADS SHOWN HERF ARE FOR ALLOWABLE STORM PANEL SPANS FOR SPECIFICERMINING ANCHOR SPACING ONLY. SHOWN IN TABLE 1. LOAOS MUST BE LIMITEO TO THOSE 2. INTER ANCHOR SCMCOULC SASEO ON THE EXISTING STRUCTURE MAT AL ECVAO ip IPE ANO (OCE OIS TANCE SCl(CT Of SIGNIOAO C°EATEO TMAN OR TMIM CGailVt OC SIGN lOAO ON SMUT TEq ANO jCtCCr SPAN GREATER 0 EQUAL TO SHUTTEq SPAN. ) SIE MOUNTING SECTION O(TAILS FOR IOENTIf ICATICN OF CONNECTION TYPE, .L ECC XISTING I (( STRUCTURE MAY BE CONCRETE. Hot IOW BLOCK QR WQOQ FQ AMrNO ECIA SCH OULE FOR PROPER ANCMQq TYPE BA SEO ON 7A EXISTING STqu TUR(. E OF S. .,,,,. S SMALL SE INSTALLCO IN ACCOROANCE WITH MANUF&(TURERS' PECOMM(NOA TIONS, 6. MINIMUM EMBEOHENT AMO (06E OISI&NCC EXCII/O(S WAIL FINISM OR 5T000O. 7. v'EY. REEXISTING STRUCTURE IS WOOD Fp AMING WOOD Fq&MING CONDITION$ MEMBERS (NQT VERIFY TWAT FASTEN,., AjT(Nf4j A. INTO AOCQUA Tf MOoO f4AMINQ SIO( CL .13S PIECES. 000. FASTENING i(NIN(, TO Vt. IS ACCEPTABLE ONLY FOR (CES. e. WMER( IAG SC°EVS FASTEN TQ MA.RQW FAC( OF SIVO Fq A.•IiNG fA$TENIp SMAII BE toCATED IN (ENTER OF NOMINAL 2" •IMIN.I WOOD S7AIS )IL" COG( TIS TAN(( Ij ACCEPTABLE FOR WOOD FRAMING WQOO STUD SMALL 8E SQU TM(RN C. G=O Mc OR GR(A IEQ DENSITY. LAG SCREWS SMALL HAVE PHILLIPS OAN NEAO O055X E.O.M 9 MACHINE SCREWS SMALL HAVE MINIMUM Of 1/2' ENGAGEMENT OF THREAOS IN BAS( ANCHOR &NQ MAYHAVE (ITM(a A PAN MCAD TRUSS HEAO. OR WAFER .(AO ISIO(W ALK Bot rl. U.Q.N. 10. inOESIGNATES ANCHOR (OiJO1TIONS WHICH ARE NOT ACCEPTABLE USES. 11. • OESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR VASH(REO WI.VGNUT, 12. FOR LOADS GREATER THAN THOSE SP(CI%LEO IN THF ANCHOR SC> bULC SITE SPECIFIC FAS ".C. ANALYSIS SMALL BE PREPARED BY KNf ZE VI(N j ASSOCIATES. INC. l). SEE THE .F OPRIATE SBCCI PSTCl ELS., Op NES "A'VAT IQN RC?Oar QN TH( SPECIFIC FISIEN(a FOR SPE CIAL IMSPEC TION RE CUIpE`1INT$ VH(N PCQ1114fO Aj WELL AS FQp INS i All ATIQN, LIMITATIONS L IOCNTI.ZICATIO.•J PU4PQ$E S. It. FASTENER MAXIMUM SPACING ARS BASET ON FACTOR O; SAFETY OF L:1 OM TENSION ANQ M AR VALUES WITM THE EXCEPTION OF THE 1/4"P WOOD lAG 5(a(W WHICH IS BASET ON NOS RECUIR(MENTS. STd NndF2/7 A/IIF fr FAI/7•!'nn� ,-___ t�trleYWBViifV�vEiv luuI — c mammommnonmo�nmmamma©mmnn � maammnm®©©Omn�nm®p®mppp®©© �mnmlmm©nn®n%/©�mnmmnnD®©nl �mnnmo©moi©mn©v®©no®©©i i• nmmmmmmommomn �' ��®nm m�©mmn©O�Q�mmmmnm�00� Mumma®moommunommnmmn©mmooi � . m�mmommooaa®©©o�mmanmmoni Immmnnmmono®nnumanomonaa�ooi m�mmmmmmnmmaommmmmmmammmm �mmammoommn©nmmmmmmnmmnr�� �mommoommn®nmmommnnmmao� mumnnmmnnmm�©mm�nmmanmmnni �mmmmmmQmian©o�mmmmnmmmn� „c mam®nmmn©nmonommmmmmnmma©� ®mmnmmoomm�mmmmmmmnmmoas ®m000mooJom�JoJ/o/Jom000mo©lums�mo�©E 7\\It4\NEI_ VA WIDE a SRI ON m�//MAOI no V-11 mmtmo nnmmEmn:00ro1w., gas©mr>,a �. mmommoom®©©o�mmmmmnm�n� Ran —�� Enmmnm®n©enamor nmmnmmnnm®©©� nm� ©n mmnonnom morym©nom©©� Bum man um ma%01©D©&A �a��®ammm0�n�0m®ven moron/,Moaria©m©rnor�Q�iro OIG% 0 n©v o/faoEi©©mr�norrt�orowo mm�m000rm©©nmrmom�m®©nn �nmmnmmo©omor©mmn®m�n®�� �mn©mm©©Wena ©mnmrm®©nomMumma o��n mnv/jn v ,v0Ot.G ..uvna [ -coo Q ♦ H•t..rt StgX v/ wr ANCHOR NOTES' . 1. SPANS ANO LOADS SHOWN HERF ARE FOR ALLOWABLE STORM PANEL SPANS FOR SPECIFICERMINING ANCHOR SPACING ONLY. SHOWN IN TABLE 1. LOAOS MUST BE LIMITEO TO THOSE 2. INTER ANCHOR SCMCOULC SASEO ON THE EXISTING STRUCTURE MAT AL ECVAO ip IPE ANO (OCE OIS TANCE SCl(CT Of SIGNIOAO C°EATEO TMAN OR TMIM CGailVt OC SIGN lOAO ON SMUT TEq ANO jCtCCr SPAN GREATER 0 EQUAL TO SHUTTEq SPAN. ) SIE MOUNTING SECTION O(TAILS FOR IOENTIf ICATICN OF CONNECTION TYPE, .L ECC XISTING I (( STRUCTURE MAY BE CONCRETE. Hot IOW BLOCK QR WQOQ FQ AMrNO ECIA SCH OULE FOR PROPER ANCMQq TYPE BA SEO ON 7A EXISTING STqu TUR(. E OF S. .,,,,. S SMALL SE INSTALLCO IN ACCOROANCE WITH MANUF&(TURERS' PECOMM(NOA TIONS, 6. MINIMUM EMBEOHENT AMO (06E OISI&NCC EXCII/O(S WAIL FINISM OR 5T000O. 7. v'EY. REEXISTING STRUCTURE IS WOOD Fp AMING WOOD Fq&MING CONDITION$ MEMBERS (NQT VERIFY TWAT FASTEN,., AjT(Nf4j A. INTO AOCQUA Tf MOoO f4AMINQ SIO( CL .13S PIECES. 000. FASTENING i(NIN(, TO Vt. IS ACCEPTABLE ONLY FOR (CES. e. WMER( IAG SC°EVS FASTEN TQ MA.RQW FAC( OF SIVO Fq A.•IiNG fA$TENIp SMAII BE toCATED IN (ENTER OF NOMINAL 2" •IMIN.I WOOD S7AIS )IL" COG( TIS TAN(( Ij ACCEPTABLE FOR WOOD FRAMING WQOO STUD SMALL 8E SQU TM(RN C. G=O Mc OR GR(A IEQ DENSITY. LAG SCREWS SMALL HAVE PHILLIPS OAN NEAO O055X E.O.M 9 MACHINE SCREWS SMALL HAVE MINIMUM Of 1/2' ENGAGEMENT OF THREAOS IN BAS( ANCHOR &NQ MAYHAVE (ITM(a A PAN MCAD TRUSS HEAO. OR WAFER .(AO ISIO(W ALK Bot rl. U.Q.N. 10. inOESIGNATES ANCHOR (OiJO1TIONS WHICH ARE NOT ACCEPTABLE USES. 11. • OESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR VASH(REO WI.VGNUT, 12. FOR LOADS GREATER THAN THOSE SP(CI%LEO IN THF ANCHOR SC> bULC SITE SPECIFIC FAS ".C. ANALYSIS SMALL BE PREPARED BY KNf ZE VI(N j ASSOCIATES. INC. l). SEE THE .F OPRIATE SBCCI PSTCl ELS., Op NES "A'VAT IQN RC?Oar QN TH( SPECIFIC FISIEN(a FOR SPE CIAL IMSPEC TION RE CUIpE`1INT$ VH(N PCQ1114fO Aj WELL AS FQp INS i All ATIQN, LIMITATIONS L IOCNTI.ZICATIO.•J PU4PQ$E S. It. FASTENER MAXIMUM SPACING ARS BASET ON FACTOR O; SAFETY OF L:1 OM TENSION ANQ M AR VALUES WITM THE EXCEPTION OF THE 1/4"P WOOD lAG 5(a(W WHICH IS BASET ON NOS RECUIR(MENTS. STd NndF2/7 A/IIF fr FAI/7•!'nn� ,-___ I.• I TYP. II .. _ ! MB MIN. - ExISrING CONCaE r(. •\\`../, 1/6- TQP DIRECT 'i' TRACK M1%. MOUNT OR j- • j- _ F _ W/ Slot - F NOHOW BIOCKOpR SOTTGn RECESSED STUD TRACK CLOSUq( AN C - W000 FOAL (k1S TING CONCRE T(, 1/ MIN, I ^- Oa R 2- OVER( aP -F- TRACK ANGLE GLE H(AOER TRACK HOLLOW BLOCK ON (l �1 PIECES TRACK WOOD FgAMING AIUn, AN GIgECI nOUNT 04 lj=l 0 V 01 TRAP/01RECT MOUNT 1., • ANGLE CLOSURE PIECE: RECESSED -F- TRACK 4.$ 36R Y 2 • .125" MIN TQ 56 36 36 76 2" • 5' ..125" MAX.' 2' 'AN" ly` I STUD ANGLE J6 36 36 76 V Y fx1S TING COI+CaE TE. � 76 )6 IFv HOLLOW _F'TRACK S6 o . ; .. Block on 37 7L I<o WOOD Fa•nING 76 36 76 IV:Ia 7 • TRAP -F' TRACK W/ SIO( O t CLOSURE PIECES - i•LUN. ANGLE CLOSUR( PIECE: 'F" ANGLE TRACK 36 I<`r' . 71 1- • 2' • .12S' MIN. TO 36 76 36 36 76 rt = ^ L 2" • S' • .125' MAX.OvEaI AP WAIL BEYOND - J/1-n•x: TTP.1 W" DISTANCE GRA T!" R ( c u E E C -TR• K 65 t) 9p. l3 =s O .THAN OR EOUAL TO BUIlO- .. 1fI ti OUT 015 TAN(( FROM WAIL 36 109 V� eI '�••• 0,.. .. 7(FLO. SLID( TRACK . _ _ �� � IWC) ��'`•• $ E C t FROM WALL ]6 ^1 I S =. • 1/L" O FA T N R (� j- I p O.C. (SEE ANCHOR SCHEDULE "'i • . I FOR ANY A(C(PTABLE ANCHORI TABLE j NOTES: V , I. THIS SHUTTER SYSTEM 1$ DESIGNED SUCH THAT TH(q( EXISTING CONCRETE, S -S/16- BUILD -OUT IS NO SEPARATION TION FROM GLASS Rio ED PROVIDE() TABLE 1 a _ I H04 -LOW BLOCK OR OISTANCE FROM GLASS MINIMUM PANEL LENGTHS AS NOTED ABOVE. PANEL MAX.STORM PANEL � �a WW 22 WOOO FRAMING OR DOOR UNLESS SIO( IENG THS L(55 THAN THOS( NOTED IN TABLE ABOVE 'u Z 2 y`4 r -r -j" MIN. CLOSURES ARE PROVIDED, ARC NOT ACCCPTABLE UNLESS A MINIMUM SEPARATIONTHIN LENGTH SCHEDULE Ir G i_ O SEPARATION OF SHUTTER FROM GLASS IS DETERMINED. 13: F lid fROH GLASS OR OOOq 2. WHERE 13UILOING FINISH IS NOT SMOOTH IFL•TI. DIRECT NEGA TLV( FOR ALL IS FO ; •j } &U -OUT MOUNT REO VIREO MOUNT MINIMUM PANEL LENGTH SHALL.SE S7 • lz F 1 MOUNTING 1} DESIGN LOAD CONOITIONS I�'. ZQ -. TYPICAL CLOSURE DETAILS (PugvlEws) < N.T.S. EXISTING WOOD .. IP.$.F.1 L FRAMING (MIN 2.1 (F T_INI SCC 0 SEE ANCHOR SCHEO 21..0 11 _D • I„ <. j .. IOUTSIOE) 26.0 11.3 Iw �+ C EDGE CA CONNECTION TYPE I? O ' 4 0 T. REFEPENCf ANCHOR G2 CONNECTION TYPf 26.0 10-10 v 6 61 - R FEaENCE ANCHOR SCHEDULE FOR MAX. •��� = SPACING S! NE OULCFOR MAX, 30.0 10.6 !•'I IsI Af"-� I ' I MA SPACING EXISTING GLASS 32.0 10•2 I �I X. L• L � 3L.0 9-w I •7::.11; �irli�7l 36.0 9.7 I4 I::�•�::Ii' •I:Ij. J6.0 9.L OOOAGLASS OA L ` Irl i1i:�Tlyl•I-I"sI (OUTSIDE) 1 �I. IL TABLE=NOTE$_ L0.0 9_t I!_1..11it; •'1t1: ,. J (INSIDE) 7 / A ENTER TABLE I WITH L7.0 6.10 I li.i:.: •I•I '•�� NEGATIVE 1. SIGN LOAD TD I; _p ,l• .•.:_ _. NO $Tlq r 6'" HOLLOW OE •GAMING MAX. PANCI SPAN ILIMaaI. POSITIVE LOADS LL.O 6-6. q(o•0 6 _ CONCRETE BLOCK ;:: LES$ THAN OR EGUAL TO THE NEGATIVE LOAD ARE ' 1 N WING ;.-:t:'_-.:;e:__ ACCCPtABIE FOR OCSIGNLOAOSBETWEENrABLIIATEo 1.6.0 6_$ NUI q(G.O -i VALUES.US( MIX T HIGHER LOAD OR LINEAR INTERPOLATION 1.6.0 a MAY Bf USED TO DETERMINEB-3kMF2AC1H DRYWALL/ THE MINIMUM PAN A IIOWABIE SPANS. •_]KPV �:+11 _ PIASTER WINQQW EL SPAN SHALL BE 3' - 0'. 50.0 B-1 iFt llt• NP IL .'.•.; .'.. ., n•x. SILL :j 7 PE .0 7_:1 o9]] 1 i (INSIDE) I \ SL.O R I u CA CONNECTION TYPE 56. 0 7.5 REFERENCE ANCHOR PLAN VIEW �Q SCHEDULE FOR MAX. 500 7-2 ( SPACING nrP (•cH STUD ANGLE / TRAPP 60.0 6_11 7:/w.•• \ SIDE OF PANELI 0 EO / WINDOW MOUNT -• ,,A„ -,•I 1- P DOUBLE TRAP MIN 2' L" (T YP,1 O SCALE: l": r . o" 700 5.11 `�:•II• -< MOUNT SECTION • 000 FRAMING 60.0 5_ j •,i OSC Alt: 7"- 1' _ O- 95- 97-407P - S7ANOARD BUILDING CODE lssl0 12.09) I •� -;I i 0.085- CLEAR POLYCARBONATE\j/"/ ISEE NOTE No. 21 . ET ELEVAT)0N 1 p - W S.F. H l xC ANCHOR TYPE W b ISEE ' WL•P 114 fAPCON W/ ISEE NOTE) TrPt 1 ISEE NONE )1 IMSEDM1.1 Ct C11C3 CL C11C 11C 31Ci 1 INCL. P.S.I. cONCRE10 � C7N�Ib 1/l•P POWES CALK•M r/ )/f•EMRD[on[NT v•^7D STA. SI(!l (LUN[ SCAE4 1r H...).....000 P. s,�s1. com: EIET W 41f� f � IYf�111_ W v rin.L! � -I.- uw•r[• r/ c, 1.)/• w . Insto.c.1 U A I...lo ..c—t S(Rtr 4ITw MIr U.•P POr[RS 1—c N•IL.N• r/ 1.40 - MIN. [M1s(Dntwr Irw�..)..JDoo�rs.I�co.c�R�m/ V.•P ►O4(AS LON/SOIi Stl[•t •NcwOR r/ 1.1/1t• TM. tnst0ntwr PNN. •.DCS / f L cCNCw[17T IWI t•.wfw to V.wt uP +o S.F. " )' - "- �Ax. liF[ NOTE " REE NOTE 11 ISEE [°"w(nKw (owwsnrow VOLE ISEE NOTE) TrPt 1 ISEE NONE )1 1) Ct C11C3 CL C11C 11C 31Ci 1 �D.DOS' CLEAR POL r(w RBONATE ISEE NOTE No. 21 �ELEVAT_ (ON ? SCAtE: vY' . r . p• 0.085" CLEAR POLYCARBONATE ON OUTSIDE FACE ITYP.1---\ IOUTS10E) _ 791 (INSIDE) OMCI VIEW 1 PVl SCAL:p- TABLE 3 NO7ES- 1. B'NTER TwBLE 3 WITH NE GA iIvE DESIGN LOAD O DETERMINE nAx. PANEL LEND TM. POSITIVE LOADS LESS IMAN OR EOUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. FOR DESIGN LOADS L TwEfN TABULATED VALUES. USf NExT NIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED i0 DE rERnINE ALLOWABLE SPANS. 2. SEE ELEVATION 1, PLAN VIEW 1 AND NOTE No. 2 ON iros PAGE FOR STITCHES SPECIFICATIONS. ). MINIMUM PANEL LENGTH - )' . 0- [ [ 1 '" ANCHOR NOTES' ISEE NOTE 11 ISEE ND1E 11 . (oNI<(IyN [oNN/(rQN T• SPANS AND LOADS SHOWN MERE ARE FOR DETERMINING ANCHOR SPACING ONLI FOR WA POLYCARBONATE PANELS WITH OR WITHOUT ALUMINUM PANELS. (SEE R0f4 )) (SAE NOTE )1 ALLOWABLE STORM PANEL $PANS FOR SPECIFIC LOADS MUST BE LILu7FD TO TNOSI I C2 [31[. C111: C31CL SHOWN IN TABLE 3. 17 12 12 12 12 12 1i 2. SEC PAGE I FOR ANCHOR NOTES 2 TO t.. CLEAR POLYCARBONATE PANEL GENERAL NOTES: 1. THIS CLEARPOLY[AgBONATE PANIN .EL MAY BE USED WITH THE. FOR CLEAR POI T 1111NATEDPA. ELS WITH STITCHES STE,,,DSD AN ON AL if gNATED KITH AL UnINUM PANEL$, $Ef TABLE 3. COLUMNS A L B. FOR CLEAR P. r(ARBONA fE PANELS WITHOUT S71T[HES AT MIDSPAN ALTERNATED wlTn ALUMINUM PANELS. SEE rABLE 3. COLUMN C, ' 2. WHEN CLEAa POL YCARBONATE PANELS ARE USED WITH STITCHES AL iERNAtED WITH ARUM, STORM PANELS, A$ IN TABLE ) (DL Un NS A L B. CLEAR ST0, AD gBONATC DANELS SMALL BE FASTEr+EO CI n10SP AN TO AHE OVERLAPS EEL)$DEM .KBOITSTNITH WASI$K q NsISTING OF t/..20 StA1IVLE5S 3: [ RPO rC R}�ON T P (�El SHALL ONLY I ENUSED WITH DETAILS �.a.©.x..8.6. L2� L. STUD SPAONG SMwll BE s- O.C. nwx. FOR CLEAR POt r[ARBONATE PANEL PANELS ARE MOUNTED DIRECTLC. MAX.YT OET„EL`P: iLE p�S TENER $p (LNIII SHALL FOLLOW THE SAME FIINIMUn [ONf IGURA TION, IF THE FASTENER $[HEDULE SPECIFIES 6' OR GREATER BUT LESS•'rnAN 12" PLACE ANCnORi (R 6" OC. DIRECT MOUN1 $MAL[ NOT BE USED wMf RE TME FASTENER S[nEOULE SPECIFIES LESS THAN 6" O.C. S. wH[aE ME [LEAs PDL I[ARDONAtE PANEL IS USED, SPANS SMAII BE OE Tf TMINED FRAM TABLE )AND AN[HQq $PACING$ SMALL BE OE TERMINEO FROM ANCHOR SCH[ouLEs ON $NEE TS 6 1 1. ONE OI WORE CLEAR POLYCARBONATE PANELS HAI BE uSEO ON Ew(n OPENING PROv10El THAT ONLY ONE CLEAR POLYCARBONATE PANEL IS PLACED BETWEEN THE TWO AOSACENT METAL STORM PANELS. 6. CLEAR POLY [Aq BONATE STORM PANELS SMALL BE ix TRUOED WITH A iH1(N NESS OF O.OBS-, AND SMALL BE FABRICATED FROM SHEFFIELD PLASTIC'S MY 2DD ISBCCT PST L ESI 956.01, DR EOU1v ALEN T. 7. CLEAR POLYl IllONATE STORM PANELS ARE TO BE INSTALLED ONLY FOR THE DURA TIDN OF A nURRIC ANE YARNING DE E. AND ARE NQT W T[NOLD FOR S[ASONAL OR PERM AN[Ni INSTALLATIONS WITH PROLONGED IX POSURE TO SUNLIGHT 02_ EAin[RING CONDITIONS. PANELS ARE ALSO NOT TO BE STORED w AREAS WITH DIRECT NDITIO S. TO SUNLIGHT AND WEATHERING CONDITIONS. -1/L 20 STAINLESS Sll;L MACHINE SCREW w1IwINGNUT WMEN •REOUIRED ISEE NOTE No. 21 STANDARD BU/LD/NG CODE Fssro r2 -DD) FLU PE p6)O No 90� ;i-'-4-0'7" 200 P ANCHOR NOTES: ). SPANS AND LOADS SHOWN HERE AqE FOR DETERMINING ANCHOR SPACING ONLY fOq CLEAR POLYCARBONATE PANELS WITH OR WITHOUT ALUMINUM PANELS. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 3. 2. SEE PACE a FOR ANCHOR NOTES 2 TO IL, Fl LI Yo PE Op 6.83 STANDARD BU/LD/NG CODE lssro ):•aa/ 9�7 407P