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HomeMy WebLinkAbout612 Locust AvePermit #: Job Address: & 11;71 Description of Work: Historic District: Zoning: _ CITY OF SANFORD PERMIT APPLICATION (,CEIVE RED Date: ! Q RECEIVED V G I t/ �e 5 2006 Value of Work: S Permit Type: Building V 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 (Duct 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: J_ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: e5W- L /��� ' L/�f36 �f) —n Owners Name & Address: Y{ L[ l f j Jt c11 Contractor Name & Address: 1111! Xu - Phone & Fax: Bond in g Company: Address: Mortgage Lender: . Address: Architect/Engineer: Address: (Attach Proof ofOwnership & Legal Description) Phone: �/O7_ State License Nu be r: �r7IL- 1 S� ?C/ 1 3 Phone: 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 p its required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is v that I ill notify a owner of the property of the requirements of ri Signatur of Own /A&.4t k Date Signatureof Contractor/Agent Dat Print 004 Owner/Agent is Personally Known to Me or V'R•oduced ID V-14 r V-14 A„t 14 10C APPLICATION APPROVED BY: Bldg: Zoning: (Initis Date) Special Conditions: ......... too* ... wu.s..w..nu...w..ua� DOUGLAS, MORRISON 01mis comwo OD0M$= ?o R F.xpiroa 1fB/2010 ?� s Bonded tivY (SW)432�4254: '14 m Vl Flonds Notary Assn.. Inc i i............................................ Contractor/Agent is CP:Z:1- _ or _ Produced ID (Initial & Date) Utilities: Im (Initial & Date) (Initial & Date) �.u.nn.........................nu....us NANCY J. PACINI Yp ,, Comm# DD0423958 �(G�_ Expires 4/28/2009 X7.0; Bonded thru (800)132-3254: Florida Notary 5...................................I........ NOTICE OF COMMENCEMENT Permit No. Team K5 Const. & Devel Tax Folio No. State' of Florida 614 E Hwy 50 # 320 Coiuity of Seminole Clermont, FL 34711 The undersigned hereby gives notice that improvement will be made to certain real property, a Chapter 713, Florida Statutes, the following information is provided in this Notice of Commel 1. Descriptionpf property: (legal de cription of the property and street address if available) 2. General description of improvement: 3. Owner information a. Name and address b. Interest in property c. Name and address of fee simple titleholder (if 4. Contractor a. Name and address b. Phone number 5. Surety a. Name and address' b. Phone number c. Amomit of bond 6. Lender a. Name and address in accordance with MORSE COURT ker than Owner) w ;,JTY FLORIDA €MITA r V�• - 1 ' Suite A r 10 Fax number 9 z 'j -C. c' Q 77 16 11181 lilt 66 lin N 101 11 611 18 111 II t86 11861 Fax num b. Phone number Fax 7. Persons within the State of Florida designated by Owner upon whom provided by Section 713.13(1)(a)T, Florida Statutes: a. Name and address b. Phone number 8. In addition to himself or herself, Owner designates to receive a copy of the Lienor'? 713.13(1)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from)Zda date is specified) W„ WWW10- -0 i .yol u pg) CLERK' S # 2006137557 Fax number 6 10: 00 served as of as provided in Section a different Swo to (or affinned) an 'subscribed before me this _ day of Auk 204,(0 ou�'c►3 v�2R�S6'� Personally Known OR Produced Identification i Type of Identification Produced Vol- Le a�o�aumuuuun unuuuunuouu� • DOUGLAS MORRISON C mr(W D00505376 Signature Notary Public, S to f Florida res 800)430 ��,, inrU (aooH32-4z5a: Commission Expires: ///7.e j}Jyu,///P /p - P„',�,�°' FI da Notary Assn., Inc // f ` �• iun.uu�u�u�� n�...u..uuwi�uuC You Cant_ loi *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 CGC 1507093. Authorized person(s): Brian Kirby Elizabeth Grote Timothy O'Malley Jason Laupert Jason Kirby Gregory Kidd Jim Kirby Don Kirby Jennifer Kidd W1 S, Locus- trop, - Qua lifier-Edwar ynn 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 4`h day of August, 2006 Edward Lynn Guillory. 11MI AV rNOTARY HA Not r Public -State— it a PUS a y ( g CounPrinted Nam�My My Commission Expires: Personally Known V X Or Produced Identification Type of Identification Produced THD At -Home Services, Inc. 3200 Cobb Galleria Parkway, Suite 200 • Atlanta, GA 30339 770-779-1300 • Fax 770-984-0709 • Toll Free 877-469-0114 6, 2009 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 sw" fl 1.A ; DAvto JoHnsom. CFA, ASA 7.0 7 n PROPERTY 080D 80 080E N` APPRAISER 0 SEMINOLE COUNTY FL. _<j I M 1� 1101 E. RRST sT m SANFORO FL32771 407-665-7506 E 7TH ST 6,A , y n 1,A M V 2006 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 25-19-30-5AG-0800-0040 Depreciated Bldg Value: $48,261 Owner: KNIGHT PAUL A & ANNIE W Depreciated EXFT Value: $806 Mailing Address: 612 S LOCUST AVE Land Value (Market): $12,460 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 612 LOCUST AVE SANFORD 32771 Just/MarketValue: $61,527 Subdivi OF Assessed Value (SOH): $33,637 x DistrictS1-SANFORD Ta: Exempt Value: $33,637 Exemptions: - Taxable Value: $0 Dor: 01 -SINGLE FAMILY Tax Estimator 2006 Notice of Proposed Property Tax SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Value(without SOH): $0 ADMINISTRATIVE 12/1985 01694 1956 $29,500 Improved Yes 2005 Tax Bill Amount: $0 DEED Save Our Homes (SOH) Savings: $0 QUIT CLAIM DEED 04/1981 01329 1896 $100 Improved No 2005 Taxable Value: $0 WARRANTY DEED 12/1980 01314 1002 $100 Improved No DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS:' Pick... . Method Units Price Value FRONT FOOT & LEG LOT 4 BLK 8 TR D TOWN OF SANFORD DEPTH 50 117 .000 280.00 $12,460 PB 1 PG 56 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE 1943 3 1,118 1,518 1,248 SIDING AVG $48,261 $89,788 FAMILY Appendage / Sgft BASE SEMI FINISHED / 130 Appendage / Sgft UTILITY FINISHED / 78 Appendage / Sgft OPEN PORCH FINISHED / 192 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 WOOD UTILITY BLDG 1943 336 $806 $2,016 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 nextyear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=2519305 AGO 8OD00... 8/17/2006 Douglas Morrison Prepared By _ (Phone Nunnber(407 6} 25-5192 � _ DUGRAM SHEET GAL, STEEL STORM PROTECTION x 27' rN r - M co C" C -tomKnight er Name Job # 2475647 • . . . . . .... . . . -- .-: :3 `.• •••• : � : : • �: .0 . . . . . . ' Cover over top of A/C . . . . . . . . . . -N . 4 uv'IEWED If TI OR[11 1 3' 7' 4' 6'4 2'2 4'6 52 X 50 � — 5 5 DEN 6 �l p 8 29 X 31 BED # 1 9 4 hll 9 58 X51 BATH 1Q L2 3 DIN BED # 11 LI V BED # 3 12 �1 13 3'8 4'4 2' 3' 4'8 4'4 1 5' 27' _ r - M co C" C -tomKnight er Name Job # 2475647 • . . . . . .... . . . -- .-: :3 `.• •••• : � : : • �: .0 . . . . . . ' Cover over top of A/C . . . . . . . . . . -N . 4 uv'IEWED If TI OR[11 1 52X50 2 52 X 50 61X53 4 56X40 5 27 X 39 6 84 X 48 1 29 X 31 8 26X51 9 58 X51 10 24 X 24 12 52 X50 52 X 50 13 52 X 50 14 28 X48 NOTES: ENTRY �`��--- MEAN ROOF HEIGHT" I I , Feet S. Draw the outline of the house and Indicate ail windows and dee s 2. Number the windows to be repisced wthe corresponding number from the Spec Sheet esure Mean Roof Height from ilia ground ith 3. Measure and list file disianoe from earh comer of thn home to the closest window Toa point that is halfway to the peak to the save 4.10rficate N91ich window(ej wits meet E.gre .k Code requirements in the bedroom `At 1�est t windv,- or eNerior dear rn vt meet the Egress Cone RequRemenls 102 102 114 96 66 132 66 11 109 48 102 102 102 Overall Length IT Overall Width S9' Exposure Category" _________ —To be completed by Permit Coordinator ` WINDOW SPECIFICATION SHEET Spec. Sh et #:Y2355557 Customer: Job #Z' 7S"7 Consultant: oI"we-a'500D Sheet: ZZ of / 2 Date: 5?7--?/ ' ForCsrnts, CPC, Bay or Bow, use "L", "R" or"S' (Stationary). For Patio & Garden Doors, use "S' (Stationary) or "X" (Operating) BAY / BOW WINDOW Projection Angle: (Bay: 3d' 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 New interior Casing (Bay/Bow/Garden/Patio Doors) Construct Roof 3 ( Yes / No } Clamshell (CL) or Colonial (CO) 3 There is no guarantee that new shingles will match existing color. SPECIAL CONSIDERATIONS: 5-14-03 SFC-WA/W GARDEN WINDOWS WALL THICKNESS ° (inches) SEATBOARD MATERIAL Specify Birch or Oak Veneer or White. Pionite " Additional charge for wall thickness of 6" or more 1 -have reviewed and agree with all of the 'fib specifications described above. Date Existing Window New Window Measurements Grids Pattern' Pattern' 2 Patter 1,2 Window Hinge Locations 3 Rough Opening Otthh Height UI a o a U cm o @ -i m � > c 2 o c _ i To > =° 0 T W F' Location (Room / Floor) Style "Code" Metal YIN Style "Code" Series „ Code' o U c & Glass Misc. Csrrrt, CPC, Bay, Bow, o m o " N Options Items Patio &Garden Doors L J > _ "Code" "Code" (from outside, Lt to Rt) 1 3 J� 24 .. ��S sz S 2 SC006€ 51� 2-8 I 3 4 5 Rta7 7 8 9 10 11 12 Grid Pattern and Location MUST be indicated. Color of Z If a single window or mulled windows require multiple grid patterns, indicate location and pattern in the additional spaces provided. Window / Door Wraps ' ForCsrnts, CPC, Bay or Bow, use "L", "R" or"S' (Stationary). For Patio & Garden Doors, use "S' (Stationary) or "X" (Operating) BAY / BOW WINDOW Projection Angle: (Bay: 3d' 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 New interior Casing (Bay/Bow/Garden/Patio Doors) Construct Roof 3 ( Yes / No } Clamshell (CL) or Colonial (CO) 3 There is no guarantee that new shingles will match existing color. SPECIAL CONSIDERATIONS: 5-14-03 SFC-WA/W GARDEN WINDOWS WALL THICKNESS ° (inches) SEATBOARD MATERIAL Specify Birch or Oak Veneer or White. Pionite " Additional charge for wall thickness of 6" or more 1 -have reviewed and agree with all of the 'fib specifications described above. Date '' WINDOW SPECIFICATION SHEET o Spec. Sheet #:���k 2 %`5— 6 Customer: _ tZLv_,c �y _______ Job QlnSL9l7Gonsultant: Sheet: �L�- of 2 Date: �`l7/aQo, Existing Window New Window Xt W Location �' (Room 1 Floor) Style "Code" Metal Y/ N Style "Code" Sefl@S "Code" U Measurements Rough Opening Width Height UI Grids a Pattern' FU c o m o p — cod > _ Patter 1,2 c o o is > _ Pattern1,2 Window c & Glass o o h Options > _ "Code" Hinge Locations 3 Misc. Csmt, CPC, Bay, Bow, Items Patio &Garden Doors "Code" (from outside, Lt to Rt) v SIP 5 . � /CMZ 2 % L-- 3 3 4 ><IT SpP 5t q& I& 6 bBr#J 5 P $`4 y� 139, 7 LJ iv SIP ZI 3-? (p6, 8 1 SP 2t., I 51 9 1 1U AZ't�- 5 Pz�r v ss 11 �Q 2 5 P 5 2 4VZ/4�� ✓ hoz 12 5&b Z- 5P sz sa /02 unci vattern ano Location mua i ue mut—t- 2 If a single window or mulled windows require multiple grid patterns, indicate location and pattern in the additional spaces provided. 3 For Csmts, CPC, Bay or Bow, use 'U',"R" or "S" (Stationary). For Patio & Garden Doors, use "S" (Stationary) or "X" (Operating). BAY ! BOW WINDOW Projection Angle: (Bay: 30° 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 New Interior Casing (Bay/Bow/Garden/Patio Doors) Construct Roof 3 ( Yes I No ) Clamshell (CL) or Colonial (CO) F 3 There is no guarantee that new shingles will match existing color. SPECIAL CONSIDERATIONS: 14-03 QFC -W-VW v-1-1 ve Window / Door Wraps GARDEN WINDOWS WALL THICKNESS ° (inches) SEATBOARD MATERIAL Specify Birch or Oak Veneer or White Pionite ` Additional charge for wall thickness of 6" or more reviewed and agree with all of the specifications described above. CustomerjSignature Date Job Number Window and Shutter Measurement Sheet Sales Person _DOUGLAS MORRISON_ 2475647 Customer Name PAUL KKGHT Spec Sheet I i Total Total Total Square Inches _M_ark Yes or No Total Sq Inches Purchasing Style of They Already Have Line Item Opening # Description Width Length Hom _ Of the e If this is being Replaced , Not Re lacing! Storm Panels Panel Existing Storm Panels 1 1 2 ENTRY LIV 36 80 52 50 2880 2600 NO NO – 2880 2600 NO YES DOOR SP NO NO 2 3 LIV 52 50 2600 _ NO j 2600 YES SP I NO 3 4 DIN 61 53 3233 NO ! 3233 YES SP NO 4 5-1 KIT 56 40 2240 _ NO 2240 YES SP NO 6 1 _ DEN 36 80 2880 NO j 2880 NO DOOR NO 5 7 IDEN 27 39 1053 NO _ 1053 YES SP NO 6 8 IDEN 84 48 4032 NO 4032 YES SP NO 7 9 1 DEN 29 371 1073 _ NO I 1073 YES I SP NO 8 10 JEED # 1 26 51 1326 NO 1326 YES SP I NO 9 11 BED # 1 58 51 2958 NO 2958 YES SP NO 10 12 BATH 24 24 576 NO 576 YES SP NO 11 13 BED # 2 52 50 2600 NO _ 2600 __YES SP NO 12 14 BED # 3 52 50 2600 1 NO (— 2600 YES SP NO 13 15 BED # 3 52 50 2600 NO 2600 YES SP ; NO 14 16 ISTORAGE 1 28 48 1344 NO i 1344 YES SP NO 17 I 0 18 0 19 0 _ 20 --I 0 I -- 21 i 0 - --- – 22 0 i 23 24 j ; 0 0 --�-- I -- 25 I 0 - – 26 ! 0 _ ! - 27 I i 0 28 _ I 0 29 _ 30 0 Total Sq Inches= 36595 Total Sq Inches Not 36595 For this Home Beln Re laced Total Sg /aches Bein 0.00 j Replace Total Sa Feet for This Home = 254.13 This is Total Sg inches divided bv 944 1 =; I I Total Sg Feet Being ! 0.00 % Being Replaced 0% Replaced= i :ttF F Cg�m�unl#y r p 5 r Ove .-ew Produc; sea"n Product Application User: Public User - Not Associated with Organization - Product Manufacturer: Eastern Metal Supply Address/Phone/email: 4268 Westroads Drive West Palm Beach, FL 33407 (561) 841-5480 Category: Shutters Subcategory: Storm Panels Evaluation Method: Evaluation Report from a Florida Registered Architect or Florida Professional Engineer Referenced Standards from the Section Standard Year Florida Building Code: ASTM E 1886 ASTM E 1996 2002 Florida Engineer or Architect Name: Vladimir John Knezevich Florida License: PE- 10983 Quality Assurance Entity: National Accreditation and Management Institute Validation Entity: John Henry Kampmann Jr. Authorized Signature: Vladimir Knezevich vjk@knezevich.com Evaluation/Test Reports Uploaded: PT.ID 1618 R1 '.I' 05-505_DWGs Steel_24Ga.pdf PTID 1.618_R1_'I' 24 Ga Galy Steel .Report-jLQE Installation Documents Uploaded: Product Approval Method: Method 1 Option D PLANS S REV9EWED http://www.floridabuilding.org/pr/p I r—detl. asp?IPT=1618 &RV=1 &fm=ROSrch 12/21/2005 Application Status: Date Validated: Date Approved: Date Certified to the 2004 Code: Page Go i Approved 09/13/2005 10/11/2005 Page 1 /I pp/Seq # Product Model # or Name Model Description Limits of Use These products are not suitable for installation in the High Velocity Hurricane Zone (HVHZ). This product may only be installed on concrete, hollow concrete block or 1618.1 24 Ga Galv Steel Storm 12" W x 2" Dp wood substrates. For all Panels Corrugated Metal other conditions, site Panel specific design shall be by his office or our delegated engineer. These Storm Panel Systems have been designed as Non -Porous, in accordance with ASTM E 1996. Next 9 VClIS19,17 s, sacured Copyright and Disclaimer ; ©2000 The State of Florida. All rights reserved. VEA,FY V RLAAS REVIEWED C97Y OF SANFO D http://www.floridabuilding.org/pr/pr_detl.asp?IPT=1618&RV=1 &fin=ROSrch 12/21/2005 Thornton aTomasetti IG3 ou Evaluation Report TTG PROJECT.NO.: KK5505.00 DATE: September 8, 2005 PAGE: I of 3 FBC EVALUATION REPORT NO.: FL1618-R1 CODE: Florida Building Code, 2004 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY Storm Panel PRODUCT NAME: 24 Gauge Galvanized Steel Storm Panels Eastern Metal Supply, Inc. MANUFACTURER: 4268 Westroads Drive West Palm Beach, Florida 33407 This is an Evaluation Report issued by V. John Knezevich, P.E. (System ID No. 1801), to Eastern Metal Supply, Inc., based on Rule Chapter No. 913-72.070, Method 1(d) Product Approval, Florida Building Commission, Department of Community Affairs. The 24 Gauge Galvanized Steel Storm Panels have been evaluated and found to be in compliance with the Code and that this product is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this Evaluation Report is required, following any code changes, to maintain its validity. 2�SUBSTANTIATING 2.1 PRODUCT EVALUATION DOCUMENT • Eastern Metal Supply, Inc. 24 Gauge Galvanized Steel Storm Panels, Drawing No. 05-505, dated September 8, 2005, Sheets 1 through 4, prepared by Thornton-Tomasetti Group Inc.(TTG, Inc), signed, dated and sealed by V. John Knezevich, P.E. is an integral part of this Evaluation Report. PUNS REVjEj C#ry Wit "ORD Eval n�p?r�kprepared by: TI:GROUP, INC N T .7.7oh$0r g } 4,�P�-10983 Floridh C.(�A li1o�.-7519 330 North Andrews Avenue, Suite 450 2 Ft. Lauderdale, FL 33301 0 954.522.3690 ■ 954.522.3691 fax ■ www.TheTTGroup.com e z Thornton Tomasetti Grour Evaluation Report TTG PROJECT NO.: KK5505.00 DATE: September 8, 2005 PAGE: 2 of 3 2.2 TEST REPORTS • Test Report on Uniform Static Air Pressure in accordance with ASTM E330-90 and Large Missile Impact in accordance with ASTM E 1996 and E 1886 standards (Non -porous Shutter System) on 24 Gauge Galvanized Steel Storm Panel, prepared by American Test Lab of South Florida, Report No. ATL -0926.01-03, dated 01/15/2004, signed by William R. Mehner, PE # 7496 & Henry Hattem, PE # 00 143 73. • Tensile Test Report, for 24 Gauge Steel Storm Panel, in accordance with ASTM E8/A370, prepared by Certified Testing Laboratories, Report No. CTL -0021K, dated 01/12/2004, signed by Ramesh Patel, PE #20224. 2.3 STRUCTURAL ENGINEERING CALCULATIONS Prepared Rational and Comparative Analyses of the Storm Panel System performance, as well as anchor calculations. From these analyses, a Maximum Storm Panel Span vs. Design Load (PSF) Schedule was prepared for the 24 Gauge Galvanized Steel Storm Panels. An Anchor Spacing (Inches) vs. Design Load (PSF) Schedule was also prepared, indicating maximum anchor spacing for given span conditions at specific design loads (PSF) for each type of anchor used during testing. No increase in allowable stress has been used in the design of this product. The 24 Gauge Galvanized Steel Storm Panels System satisfactorily passed the large missile impact testing, in, accordance with the Non -Porous requirements of ASTM E 1996. These storm panels may be used to protect glazed openings from windborne debris when installed in accordance with the limitations indicated in the reference Drawing No. 05-505. These Storm Panel Systems have been designed to resist design load pressures (PSF) as indicated by the Storm Panel Span Schedule, page 2 of 4 of the reference Drawing No. 05-505. Emz�o . MORE, The maximum anchor spacing for each type of anchor, storm panel length and design load (PSF) is found in the Anchor Schedule on page 4 of 4 of the reference Drawing No. 05-505. These Storm Panel Systems are to be installed in accordance with the typical details, general notes, schedules and material specifications found in the reference Drawing No. 05-505. ogo See General Notes #11, #13 and #14, unless otherwise noted, oil page 1 of 4, Drawing No. 05- 505 for material specifications. All dimensions of components 1 through 9 are also indicated on page 1 of 4, of the reference Drawing No. 05-505. Anchor specifications including acceptable substrate, minimum embedment, edge distance and manufacturer are indicated on page 4 of 4 of the reference Drawing No. 05-505. WIN Thornton-Tomasetti Group Evaluation Report TTG PROJECT NO.: KK55O5.O0 DATE: September 8, 2005 PAGE: 3 of 3 ■ These products are not suitable for installation in the High Velocity Hurricane Zone (HVHZ). • This product may only be installed on concrete, hollow concrete block or wood substrates. For all other conditions site specific design shall be by this office or our delegated engineer. ■ These Storm Panel Systems have been designed as Non -Porous, in accordance with ASTM E 1996. ■ This Florida Professional Engineer does not have, nor does he intend to acquire or will he acquire, a financial interest in any company manufacturing or distributing products tested or labeled by the agency. ■ This Florida Professional Engineer is not owned, operated or controlled by any company manufacturing or distributing products he tests or labels. ■ This Florida Professional Engineer performing an evaluation does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. • This Florida Professional Engineer performing an evaltrition does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. GENERAL NOTES: 0 1. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM DESIGNED o AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004 AND THE AMERICAN m SOCIETY FOR TESTING OF MATERIALS (ASTM) STANDARDS AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004. 2. THIS SHUTTER SYSTEM HAS BEEN TESTED FOR LARGE MISSILE IMPACT RESISTANCE AND CYCLIC PRESSURE LOADING IN CONFORMANCE WITH ASTM E 1996 AND E 1886 STANDARDS AND FOR UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH ASTM E330 STANDARD. REFERENCED TEST REPORT IS REPORT NUMBER ATL -0926.01-03, PREPARED BY AMERICAN TEST LAB OF SOUTH FLORIDA. 3. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. 4. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-98, A DIRECTIONALITY FACTOR OF Kd =0.85 MAY BE USED. S. THESE PRODUCT EVALUATION DOCUMENTS ARE PREPARED BY THE PRODUCT ENGINEER AND ARE GENERIC. THEY DO NOT INCLUDE INFORMATION PREPARED FOR A SPECIFIC SITE. 6. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 7. THESE PRODUCT EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THE EXISTING STRUCTURE IS CAPABLE OF SUPPORTING THE SUPERIMPOSED LOADS. 8. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED. 9. WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DOCUMENTS, SITE SPECIFIC DOCUMENTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT. IF THE DEVIATING SITE SPECIFIC DOCUMENTS ARE PREPARED BY A DELEGATED FLORIDA REGISTERED ENGINEER OR ARCHITECT, SAID DOCUMENTS SHALL BEAR THE DATE, SIGNATURE AND ORIGINAL SEAL OF THE DELEGATED ENGINEER OR ARCHITECT AND SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW, 10. WHERE COMPLIANCE WITH ASTM E 1886 AND E 1996 IS REQUIRED, PANELS SHALL BE LABELED WITH A MINIMUM OF ONE LABEL PER OPENING OR THE MANUFACTURER AND INSTALLER SHALL PROVIDE A CERTIFICATE OF COMPLIANCE. WHERE LABELS ARE USED, -THE LABEL SHALL READ AS FOLLOWS: EASTERN METAL SUPPLY, INC. WPB, FL STATEWIDE FL1618-R7 24GA 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. 12. TOP 6 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR THE HEADER MOUNTING CONDITION. 13. STORM PANELS SHALL BE GALVANIZED STEEL 24 GAGE, WITH THE FOLLOWING BARE METAL THICKNESS AND MECHANICAL PROPERTIES: NOMINAL 0.0260"(0.0250" MIN. BARE METAL THICKNESS), GRADE 80, WITH A MIN. Fy= 85.8 K.S.I. 14. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N. 15. THE PRESENCE OF STAINS OR WATER SPOTS ON THE SURFACE OF THE GALVANIZED STEEL STORM PANELS WILL NOT AFFECT THEIR PERFORMANCE, 16. ALL MOUNTING CONDITIONS FOR PANELS SHOWN IN THESE DRAWINGS, GREATER THAN OR EQUAL TO 32" IN LENGTH, MEET THE ASTM NON -POROUS REQUIREMENTS. 2.020" 2.020" , LABEL LOCATION o 1.160" I NI SEE NOTE_ No. 13 1 ._......' I ��; 1.010•• %1.170•• ___._ 6.000" 6 000- 12.000" PANEL COVERAGE OFULL STEEL 1STORM PANEL SCALE: 3" = ' - 0" I 1000"moi MX, "I .3i6 8 •'q A88' I .295 1095" .090" O1' STUCCO TRACK SCALE: HALF SIZE 12.020" f 1.160" I SEE NOTE _. TYP. - No. 13 070••-��-X1.170'• 11070 1616... .000" PANEL COVERAGE - 8.455" O HALF STEEL 0" STORM PANEL .093"-)3. TYP. II 0 2.000'• STUDDED ANGLE 5 SCALE: HALF SIZE .374' .188" lil313" .656" 9 .093, .- TYP. 'Lf O P TRACK SCALE: HALF SIZE R 1.1128" r R1 0 2" - R.282' m \=.062..�� TYP. T I I .319" 2.188" 2.750" 2.187" R.250" (4;r. R 6IR.208" 66 ' 813" � 2.813" I-.250� 1.250" .440" in F06 2.000" 2.289" .0562 250"062" 070" J 880" - MATERIAL- ZAMAC 3 ALLOY 3O'WHEADER SCALE: 4 WASHERED WING NUT OSCALE: HALF SIZE I 1000"moi MX, "I .3i6 8 •'q A88' I .295 1095" .090" O1' STUCCO TRACK SCALE: HALF SIZE 12.020" f 1.160" I SEE NOTE _. TYP. - No. 13 070••-��-X1.170'• 11070 1616... .000" PANEL COVERAGE - 8.455" O HALF STEEL 0" STORM PANEL .093"-)3. TYP. II 0 2.000'• STUDDED ANGLE 5 SCALE: HALF SIZE .374' .188" lil313" .656" 9 .093, .- TYP. 'Lf O P TRACK SCALE: HALF SIZE R 1.1128" r R1 0 2" - R.282' m \=.062..�� TYP. T I I .319" 2.188" 2.750" (4;r. R 6IR.208" 66 ' 813" � 2.813" U.S. PATENT PENDING U.S. PATENT PENDING OFEMALE COVER CAP 8 SCALE: HALF SIZE 9 O STUDDED SNAP TRACK SCALE: HALF SIZE r C01Y OF SFOR EXISTING CONCRETE.--- H HOLLOW BLOCK OR WOOD\ FRAMING. SEE ANCHOR � SCHED. BASED ON TYPE � OF STRUC. (TYP. TOP & mo BOTTOM) �N EXISTING GLAZING - C2 CONNECTION TYPE - REFERENCE ANCHOR - Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING CONCRETE,— HOLLOW BLOCK OR WDOC\ SPACING FRAMING. SEE ANCHOR S00"r 250" MAX. SCHED. BASED ON TYPE -� OF STRUC. ITYP. TOP & SPACINGFRAMING. - Fm aOTTOM) a 0 3 E 3 0 STRUC. (TYP. TOP O w Q N � a t Z w 7 ¢ mlw L a N EXISTING X J GLAZING 0� J Z w ¢ o- ¢ N w � Y Q N x p F z 7 ¢ _ oma E y~ O \- Cl CONNECTION TYPE EMBEO. REFERENCE ANCHOR SCHEDULE FOR MAX. o SPACING AOWALL MOUNT SECTION SCALE: 3- 1' - 0" 0 u Cl CONNECTION TYPE - � REFERENCE ANCHOR 7 r{4) SCHEDULE FOR MAX. v SPACING \ o I EXISTING CONCRETE,--- F - HOLLOW BLOCK OR WOCID FRAMING. SEE ANCHOR \ o w SCHED. BASED ON TYPE 1j a j OF STRUC. ITYP. TOP & Cl 3 0 T BOTTOM) EXI' GLA Cl CONNECTION TYPE - REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING L `o - E u L N Z a < J t _ z Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING CONCRETE, -SCHEDULE EMBED. % - Cl CONNECTION TYPE REFERENCE ANCHOR NZ CING HOLLOW BLOCK OR W000\ FOR MAX. trj vii+. o SCHEDULE FOR MAX. i� / `'• SPACING SEE ANCHOR U SPACINGFRAMING. - Fm 0 u SCHED. BASED ON TYPEOF 3 E SCALE: 3 - 1' 0" J STRUC. (TYP. TOP N w BOTTOM)w- � a V) NN V) w a w 0 mlw 0 3 0 - 31 0 o 0� J DC, Al ¢ N Q N r-� _ H ql z a F z 7 ¢ _ oma X J a 02 0 RC1 KIJ a Ylz �r oz [ W a N F EXISTING GLAZING wa' w ¢ n u- I S 4 n /--01 n `_✓ C7 CONNECTION TYPE EMBED. REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OWALL MOUNT SECTION SCALE: 3" = 1' - 0- -- C2 CONNECTION TYPE EXISTING CONCRETE, EMBED., �-\( 3I REFERENCE ANCHOR HOLLOW BLOCK OR W, ---N j/ / SCHEDULE FOR MAX. FRAMING. SEE ANCHOR SCHED. BASED ON TYPE _ } .500" 250" MAX. OF STRUC. (TYP, TOP & r \I - BOTTOM) MAX- ALLOWABLE STORM PANEL SPAN SCHEDULE U) W MAX. ALLOWABLE DESIGN PRESSURE T� L NZ >32"S 88" -.2S0- MAX. m _�{ - CONNECTION TYPE F EDGE DISTRE. ��` REFERENCE ANCHOR z i cc J L trj vii+. o SCHEDULE FOR MAX. i� / `'• SPACING QC U _ 3 0. J 0 u ©WALL /FLOOR MOUNT SECTION 3 E SCALE: 3 - 1' 0" J C - N w � a V) NN V) � MAX- ALLOWABLE STORM PANEL SPAN SCHEDULE PANEL SPAN MAX. ALLOWABLE DESIGN PRESSURE s 321, . S8.0 PS.F., - 58.0 P.S.F. >32"S 88" . 57.0 PS.F., - 57.0 P.S.F. >88"5118" + 32.6 PS. F., - 42.0 P.S.F. m a o. EXISTING GLAZING \ w a¢ p!- A�REVIEWED I Illy OF SAN ORD L.250" MAX. ow CC 0. m C3 CONNECTION TYPE ~ �� ��9-% �L EDGE DIST..;; REFERENCE ANCHOR CLOSED POSITION SCHEDULE FOR MAX. SPACING OWALL MOUNT SECTION O WALL/ FLOOR MOUNT SECTION SCALE: 3" = P - 0" SCALE: 3" = 1' - 0" ,•T1 j m a j _ 3 0. J 0 u O O N Z � a (2 ORC)-.\ X ¢ N o. EXISTING GLAZING \ w a¢ p!- A�REVIEWED I Illy OF SAN ORD L.250" MAX. ow CC 0. m C3 CONNECTION TYPE ~ �� ��9-% �L EDGE DIST..;; REFERENCE ANCHOR CLOSED POSITION SCHEDULE FOR MAX. SPACING OWALL MOUNT SECTION O WALL/ FLOOR MOUNT SECTION SCALE: 3" = P - 0" SCALE: 3" = 1' - 0" Z O F� � ane 09/08/2005 m AS NOT[0 eewe MCR Q e q^ 0 05-505 J Lc sheet 2 of 4 ,•T1 j O O N Z O F� � ane 09/08/2005 m AS NOT[0 eewe MCR Q e q^ 0 05-505 J Lc sheet 2 of 4 n (2JO R( 1- ` : Col FASTENER 12" O.C. FOR / DESIGN LOADS LESS THAN L OR EQUAL TO 110 P.S.F. b @ MAX: 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR o ALUMINUM ALLOY ANGLE ANY ACCEPTABLE ANCHOR) CLOSURE PIECE 1" x 2" x/ EMBED. 0.12S" MIN. TO 2' x S" x 0.12S" MAX. y 2 --EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. TYP. OBUILD -OUT MOUNT CLOSURE SECTION SCALE: 1-1/2" = 1' - 0" E EXISTING WINDOW 0 o `-1/4-20 STAINLESS STEEL BOLT & WING - 3 NUT @ 24" O.0 (TYP.) V Z OTYPICAL CORNER CLOSURE PLAN SCALE: 1-1/2" = 1' - 0" FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN . OR EQUAL TO 110 P.S.F. & @ 8" O.C. FOR DESIGN LOADS EXISTING CONCRETE. GREATER THAN 110 P.S.F. HOLLOW BLOCK OR (SEE ANCHOR SCHED. FOR WOOD FRAMING, TYP. \ ANY ACCEPTABLE ANCHOR) L' OPTIONAL LEG DIRECTION � MAX. n 3.. Z :{ MAX. � A --. F �J� v ALUMINUM ALLOY ANGLE EMBED. .( CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. OTRAP MOUNT CLOSURE SECTION' SCALE: 1-1/2" EXISTING WINDOW 71 (210R�}-� 20 GAGE STEEL BENT PLA TE OR 2" x 2" x 1/8" 6063-T6 ALUM. ALLOY BENT PLATE 1/4-20 STAINLESS—/ STEEL BOLT & WING - NUT @ 24" O.C. (TYP.) I 1" AX IOVERLAP y M OTYPICAL CORNER CLOSURE PLAN SCALE: 1-1/2" = 1' - 0" 1/4-20 STAINLESS— STEEL BOLT & WING - NUT @ 24" O.C. (TYP.) VI cum OWSANFORD L + �A X �' — aJ A k3JORI 11- Q O '-EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. TYP. O E~ WAIIMOUNT CLOSURE SECTION t SCALE: 2" = 1' - 0" EXISTING BAY WINDOW 20 GAGE STEEL BENT PLATE OR 2" x 2" x 1/8" 6063-T6 ALUM. ALLOY BENT PLATE OVERLAP ©TYPICAL CORNER CLOSURE PLAN SCALE: 1-1/2" = 1' - 0" ae E ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE 11 (W) (W) SPANS UP TO SPANS UP TO � 2.-B" I 7'-3" I 9. 9" P.S.F. 2.-B'" I 7' 3"' I 9--9- 2--8- I 7'-3' ' 9-9- 9"ANCHOR (SEE NOTE 1) ANCHORTYPE MAX. (SEE NOTE 1) (SEE NOTE 1) N (SEE CONNECTION TYPE CONNECTION TYPE X I NOTE (SEE NOTE 3) (SEE NOTE 3) W 1) C1 C21C31 CIJC21C31 CIIC2 IC3 ClIC21C31 C1 C2 1 C3I C1 1 C2 1 C3 *011m1111r1i11'�11Z1Stw-�:j 32.6 12112112[12 112 12 12 12 12 12 12 12 12 12 12 12 12 12 47.0 * �� L 2.0 12 112 121 12 12 12 9 10 12 12 12 12 12 12 12 11 12 12 12 10 1/4.0 ELCO MALE/ 47.0 12 12 12 12 12 12 7 9 12 12 12 12 12 12 12 9 11 10 9 FEMALE"PANELHATE" W/ 1"3/4 MIN EMBEDMENT L I/4-20 MACHINE 58.0 12 112 12 8 10 12 7 9 12 12 12 12 11 12 12 9 11 SCREW WITH NUT (MIN. 3,35a P.S.I. CONCRETE) --- 63.3 --- 12 12 12 7 9 12 7 9 12 12 112 12 9 11 12 9 11 12 1 12 7 6 32.6 12 12 12 12 12 12 B 9 12 12 12 12 12 12 12 10 11 1 11 3 L 42.0 12 12 12 8 9 12 5 7 12 12 12 12 10 11 12 6 8 W L7.0 12 12 12 7 8 12 L 6 12 12 12 12 8 10 12 5 7 W I-. ITW Buaoex TAPCO W/ 1-1/2" MIN. EMB EDnENT 58.0 12 12 12 5 6 12 4 6 12 12 12 12 6 B - 12 5 7 (MIN. 3,000 P.S.I. CONCRETE) 63.3 12 12 12 12 4 6 12 4 6 12 12 12 12 5 7 12 5 7 ZW (( � 32.6 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 OH * 11�O11i10U1181 L2.0 12 12 12 12 12 12 12 B 1 11 12 12 12 12 12 12 12 10 12 V 1/4- 0 v I" ALL POINTS 47.0 12 12 12 12 10 12 12 7 10 12 12 12 12 12 12 12 8 12 S OLID ET ANCHOR, BOLT L SPECIALTY Co. WITH 7/B- MIN. EMBEDMENT 58.0 12 12 12 12 7 11 12 6 10 12 12 12 12 10 12 - 12 8 12 (MIN. 3,000 P.S.I. CONCRETE) 63.3 12 12 12 12 6 10 12 6 10 12 12 12 12 8 12 12 8 12 * 32.6 Zz12 12 112 12 12 112 12 12112 42.0 12 12 12 12 12 12 12 10 12 1/4'e ITN BUILDEX TAPCON 47.0 12 12 12 12 12 12 12 8 12 SG WITH 2-1/4' MIN. EMBEDMENT 58.0 12 12 12 12 9 12 12 8 12 (MIN. 3,000 P.5.1. CONCRETE) 63.3 12 12 12 12 8 12 12 8 12 * @0OW11L1RL�T�L@i1L1� 32.6 12 12 12 12 11 9 12 6 6 12 12 12 12 12 11 12 7 8 *2__ TMM��' 42.0 12 12 12 12 6 7 12 4 5 12 12 12 12 B 9 12 5 6 1/4•'0 ELCO MALE' 47.0 12 12 12 1 12 5 6 11 3 4 12 12 12 12 6 B 12 4 6 Y FEMALE "PANELMA TE" W/ -3/4 MIN. EMBEDMENT LCl/4-20W MACHINE 58.0 12 12 12 11 3 5 _ 10 3 4 12 12 12 12 4 6 12 4 S V SREW I TH NUT 63.3 12 12 12 10 3 4 10 3 4 12 12 12 12 4 5 12 4 S 32.6 12 112112 111 6 6 8 1 3 4 12112f 12 12 6 7 9 3 I5 J 42.0 12 12 12 9 3 4 6 3 12 12 12 9 3 5 7 4 Lu 47.0 12 12 11 8 3 4 6VId 3 12 12 12 8 3 4 6 3 1/4'e ITW BUILDEX TAPCO W/ 1-1/4' MIN. EMBEDMENT 58.0 12 12 1 9 6 3 6 3 12 12 10 7 4 6 1 3 � V 63.3 12 12 8 6 3 6 3 12 1Z 10 6 3 6 3 Z /���110� ,�--1= 32.6 12 12 12 12 12 12 12 10 10 12 12 12 12 12 12 12 11 12 O V rII)10I 42.0 12 12 12 12 11 10 12 6 7 12 12 12 12 12 12 12 7 10 47.0 1Z 112 lZ 12 9 9 12 5 7 12 12 12 12 10 12 12 6 9 O I/4-20.1" ALL POINTS SOLID SET ANCHOR, BOLT L svECIALTY CO. w1TH 7/e- MIN. EMBEDMENT 12 12 12 12 6 7 12 5 712 12 12 12 7 10 12 6 9 58.0 J 63.3 12 12 12 12 5 7 12 S 7 12 12 12 12 6 9 12 1 6 1 9 0 32 6 12 12 12 12 12 12 12 11 12 *€➢0111.�j&l'T11�CLGILNT% 42.0 _ 12 12 12 12 12 12 12 7 12 I-0 ITW BUILDEX TAPCON 47.0 12 12 12 12 10 12 12 6 12 5G MIN EMBEDMENT 58.0 12 1 12 72 12 7 12 12 6 12 63.3 12 12 12 12 6 12 12 6 12 ANCHOR SCHEDULE FASTENER MAIC SPACING (IN.) REQ'D FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 3/4' EDGE DISTANCE U 7 (W) SPANS UP TO P.S.F. 2.-B" I 7'-3" I 9. 9" ANCHOR TYPE MAX. (SEE NOTE 1) y~j (SEE CONNECTION TYPE W NOTE (SEE NOTE 3) _ I C1 C2 C3 C1 C2 C3 CIIC2 C3 * MINI 1:.11s1i1uC3 32.6 12 12 12 t 2 t 2 12 * � L.2.0 12 12 12 12 12 11 1/4^e EL[O MALE/ 47.0 K12 12 12 12 12 10 9 ALEA-7/[ MINEMBEDMENT^SCREW 12 12 10 12 10 9 OQ wMACITH HUTE58.0 63.3 12 101 9 12 10 9 O N 3 2.6 12 1#21.i2 12 11 B 12 6 6 5 v1/4-OITWBUILDEXTAPCO 42.0 12 1 12 7 6 12 4 4 47.0 12 1 12 S 5 1 11 3 L W/ 1-1/2" MIN. EMBEDMENT 58.0 12 12 12 12 4 L 11 3 4 63.3 12 12 11 11 3 4 11 3 4 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY, ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAIL ALLOWABLE STORM PANELS SPAN SCHEDULE. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THA NOR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROP(:A ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. S. SEE THE APPROPRIATE SBCCI PST L EST OR NES EVALUATION REPORT ON THE. SPECIFIC FASTENER FOR SPECIAL INSPECTION REQUIREMENTS WHEN REQUIRED AS WELL AS FOR INSTALLATION, LIMITATIONS L IDENTIFICATION PURPOSES. 6, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. EM OM NT OF LAG SCREW SHALL ONLY INCLUDE THE THREADED PORTION AS DESIGNATED IN THE ANCHOR SCHEDULE. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUO. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING, WOOD STUD SHALL BE SOUTHERN PINE" G=O.SS OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLTI AND WITH WASHER FOR DIRECT MOUNT CONDITIONS, U.O.N. 10.®DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. W DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING M4C RINE SCREW, NUT OR WASHE RED WINGNU T. 12. ALL ANCHORS IN CONCRETE SECTION OF ANCHOR SCHEDULE WERE TESTED IN HOLLOW CONCRETE BLOCK WHICH IS A WEAKER SUBSTRATE THAN CONCRETE DR WOOD, PRELIMINARY REVISIONS TO ASTM E1996 RECOGNIZE THAT HOLLOW CONCRETE BLOCK IS THE MORE CRITICAL MOUNTING CONDITION. 13. ELCO TAPCON L PANELMATESCREWS INCLUDED BASED ON PRELIMINARY REVISIONS TO ASTM E1996 RECOGNIZING HOLLOW CONCRETE BLOCK AND CONCRETE AS MORE CRITICAL MOUNTING CONDITIONS THAN WOOD. Z Q CQ Q O CC 0 0J W W H} \Q / Ef] O LL J� _ of Q !3 l�0 s0.) 3m y WLu i N 10/ O 3 w 05-505