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826 NE 92 St (10)Square Ft. Legal Description t owner/Lessee / Tenant 0 CQ SC( O wner's Address E )---( 1 Contracting Co. - k) A) o, , Qualifier State # Architect/Engineer Bonding Company Mortgagor PERMIT APPLICATION FOR MIAMI SHORES VILLAGE J Address g 2 /PSi Tax Folio t I Z � p bd , - 0/ '7.6 Historically Designated: Yes No v � Mw c�• Permit Type (circle one) UILDING LECTRICAL PLUMBING MECH ICA ROOFING PAVING FENCE SIGN W DESCRIPTION o �O D ° a-e,e( �( (1% -et r. � 1 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to ob • < a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the o of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ' OOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify tha 11 the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an o zoning. Furth errr e, I authorize the above -named contractor to do the work stated. ./.' 1111/ 0 owner and/6r on Signatur No : as o Owner and/or, Condo,PPesident `l Date My ommission £xpiresi• " n J e6vddi FEES: PER RADON C.C.F. ✓ L. fI f ]hone (e,S') `7 S 7--.5 3 9 STATE DISCOUNT 7935 Biscayne Blvd. Miami, Fl 33138 Phone: (305) 759 -2195 Toll free: 1 -866- 759 -2195 Fax: (305) 759 -2198 stated i @bellsouth. net Auto Jetski Boat Commercial Liability Maria A. Hernandez Manager Agent Notary Public INSURANCE _Ins. Co. T NOTARY 3 Master Permit # Ib afa Life Homeowners Flood & Winds All Types of SR22 Phone Estimated Cost (value) Q 712 09 -1 #1 5--- 6 ' 6 �J President Date Signature of Contractor or Owner - Builder a-3 Notary as to Contractor or Owner - Builder Date My Commission Expires: BOND Date APPROVED: TOTAL D Zoning Building Electrical Mechanical Plumbing Structural Engineer MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville FL 32226 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0318.03 Expires:10 /10/2002 THIS IS THE COVERSHEET, SEE ADDITIONAIL PAGES FOR SPECIFIC AND GENERAL CONDITIONS UILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 07 /01/1999 Internet mail address: postmaster @buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepuge: http : / /www.buildingeodeonline.com Southeastern Metal Manufacturinz Co., Inc. ACCEPTANCE No. : 99- 0318.03 APPROVED • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JUL 0 1 1999 EXPIRES • 10/10/2002 1. SCOPE This renews the Notice of Acceptance No. 97- 0805.01, which was issued on December 1, 1997. It approves a 20 Gauge Galvanized Steel Storm Panels Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96- 20GA01, titled "20 Gauge Galvanized Storm Panel System ", prepared by Dole J. Kelley, P.E., dated October 17, 1997, last revision #2 dated October 7, 1997, sheets 1 and 2 of 2, bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. d'''' Helmy A altar, P.E. - Product Control Examiner Product Control Division 2of3 Southeastern Metal Manufacturing Co., Inc. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 99- 0318.03 J l➢ W 0 1 1999 10/10/2002 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies; shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE 4.1 Helmy A. akar, P.E. - Product Control Examiner Product Control Division 3 of 3 () TYPICAL 20 GA GALVANIZFD PANEL 1 7/8' g 94.29 I I I I 090 R t 7/8' ----I {-- 1 7/8' (TIP) R .175' - + 1500' -� I -- 1.475' I- .750" 15.575• 13' COVERAGE ALUMINUM HEADER CHANNEL DETAIL P097101 - •55 RE O1.LL 50J1A31 RN R5 N*NU7 *CTUR0G CO.L WC. J*Of56W ;LE. nOia* M DA COUNTY PRODUCT CONTROL APPROVED NCGAtNE - -71.5 3 1 / 4'+I .250' 1( .500' 5/5 CUNCH STUD �-- 2.000' -A O STUD ANGLE 5. 10 UM N M 4WR1 CTOD -DC C *NC CCOC. *1400 AN 1f1D PANELS a14 501[7 BOLTS D 5 NUTS AT NRl -SPAN SECURED AT EVERY LAP ANT. 0. ALL 00.15 AMP 9A92A5 STALL BE GALVANIZED OR STAINLESS STEEL KITH A LMAN F7 • 33 00. 7. 00TE0404 SPCOFN:*TIONS N0TE0 HEREIN ARE 1441 0 *4NACTURE'S REPRESENTATION Of * *TERIALS 10 BE 445[0 w PRODUCT 11511NC. O. TOP 0 001107 DETAILS N w1 S 5001AY 57_ EREH*NRO AS FIELD C0401TNV15 040X*TL PANELS NAV 071 BE NOU5TED H0OH1*u. 0442RE APPLICABLE. 0. M M1A C AS AND SPEM 00 EN CATIONS 5.0 RERUN REPRC5T THE PROOUC13 PROPOSED !OR 4PACT. MUG *NO Lwow STATIC AIR PRESSURE 45TINC 4* ACCORDANCE ON DAM UN COTY PROTOCOLS PA 701. 002. AND 203. OMEN 5 BASED ON CIC TEST REPORT NO. 017 01 1a 7374 *00301.1 0(904 LOAD: - 5/8' HOLE (TIP) .125' 1 1 - 4 - l/4• • I/7 RA•L GALN -w ANOIO( SECURED w 0.0.7 N0.7 NIT 44' 5111 1 66' SILL 1.375' REF. .250' 41 .500' 5/5 CLINCH STUD 1mmoJ 86' SILL 65" SILL 7/8 -1)-- 56" SILL D __ +, 6.504 6.50'46.50+ 6.50'4 6.501 6 ANCHORS a 2.00- 1- 13.00' -+- 13.00' -yam- 13.00" -- 4- 6 ANCHORS FFNERN. 40175 1. 145 941TTER 6 0[90440 w ACCORDANCE ION 14 7 1 5044 FLOMOA 60L0 DE 5C CO. 10414 COMM, 56' 5111 1 • • • • • . e • • • • • 1 AND 741 100• ONORARO COUNTY EOTIOE 7. P097 04 PRESSURE 44 AND MCCAIN( 0E9 PRESRE CALCULATIONS 94ALL BE PER7ORNCD w ACCORDANCE 04144 ASCE 7- 03'C4mN 0(904 U3 LOADS FOR B05415 040 002 TR 8 SUCTURES'. 3 5T000 PAACAME L5 54AL1 CE ADA 70 CAE GALVANIZED (0.0350') COMDAN00 10 *ST0 *653 51R rail. UCUAL GRADE 37 IJ1 NUN. !7 - 3709. µ 414 U00 (0TRU90N5 SNAIL BC 6031 -10. U.O.0. O. PROD*GI 0APRINCS 91µy BE K*MN 17 OZ ONE ENO DE T141 PO411 laTI* 704. O7 ORE NAR0MG PER PANEL AM) SMALL BE LABELED AS F0.0.0f2 8 ANCHORS SRLL 9510 NOT Note: Reinforced panels with stitch bolts and spring out of mid -spon secure at eoch lop joint. HOLE LEGEND • 7/16'0 1w7U HOLE • CLINCH STUD 14 6.50'4 6.50'+ 6.50'+ 6.50'+ 6.50 "+ 6.50'+ 0X'9 8 ANCHORS 1.50'- p--• 13.00' -+- 13.00' -+-- 13.0' -+r-- l3 -- .00" + 13.00' - 4 6.50'4 6.50'+ 6.5D"+ 6.50'9+ 6.50+ 6.50 "+ 5.50'+ 6.50 "+ 10 ANCHORS 4.00' -9 {4- 13.00 "�� 13.00' -++- 13.00 " - 4 3.00' --9+- 13.00- --4- 13.00" -.I 1• 6.50'9+ 6.50 6.50'+ 6.50 - + 6.S0 - + 6.50'+ 6.50'+ 6.50'+ 6.50'+ 6.50'+ 6.50 12 ANCHORS STUD ANGLE SILL LAYOUT HEADER CHANNEL LAYOUT I 44" SILL 3 1/4' -•( 46 1/2:1.6 1 /2>lo6 1 /2+1.6 1/2:1.6 1/211 44" 56" 68 " [��� EN, RENEWED fLEZ: PRODUCT �� ODUCT L E ACCEPTANCENo. i -03/ 8"0 3 E7(PIRATION DATE J o' / _2007_ Jelffi By ���- PRODU •rONTROL DIVISION • • I BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT . ' 19g Br 7/VIMIINff PRODUC 4 51001 010 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 47 -D80 01 ® ? M M ti l6nm ® H. I >r ) ru 4� Inn. 00/.70, A' A*. ANCHOR SCHEDULE (MIN. 2' EDGE DISTANCE) >/4104E (IInt u as 15 u• 511011416 4N04M MY .• NaEOa 0... •• 1 / 4 ' 0 am. Cue -141 000461 a 1/4 =E U3 cal (7 /4' a 4140) -=1) l/:G I/4 UP CON EN 44E1 N1.. 50617 1N Iii a / (00(0 (01 —��. . o&o -M c 3104/64 o a a I /4'51 =CoUX 8011 (7/4 0 4110) 'jI Ill 0414 4rt 1 . 4/4•x154 04 11 94E0 a 1 094 8 a0 0E00 K. Zg===> O WALL MOUNT SECTION (DIRECT MOUNT SYSTEM1 N. T.S LgiajatijyALLDEINI Eico Pond Moto Existing 1/000nry Boll oft 1/4 Slructur0 GoIv. Washer de Wosharod Winged Nul—, Steel Spring Nut 1'41 /4'/20 Hex Head Boll 1',1/4720 Rod Colk -in Anchor 1/4'0 Wood Log Screw 1 1/2' Min. Embedment Steel Spring Not 1'41/4'/20 Wood Bushing o /1'11/4' /20 Hex Head Boll 1/4 - X1' �C Sidevat Bolt w a 3 1/4'11' Sldeoalt Bolt W et a PANEL TO ANGLE OFTAII AN11 E 70 WAIL OFTAII 1/4' MAX Wood Framing Doss or Door 1'44' 0.125' or 2',4 Alum. Tube or 2' 4' P.7. Wood f Stud Framing 0 16' o.c h 2' 6' P.T. Wood Stud Framing 0 24' o.c 1'x1/4'/20 Hes Head Bolt 1'41/4720 Rawl Calk -in Anchor 1/4'01' Steel Spring Nut 5idewolk Bolt 1'41/4720 Root Calk -51 Anchor PANEL TO ANSI F 05)911 © HEADER / STUDDED ANGI F MOUNT SYSTEM N.T.S 2 5/B' )/4'o Wood Log Scrim 1 1/2 Min. Embedment 2 1/4 0 4 1/2' lag Soren 0 24' 0.0. Mae o/1 5/4' Penetration 0 Center of Studs '7H15 DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS WALL MOUNT SECTION (BOTTOM). ©STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAMFI N,T,S N.T.S 1/4 Sldeva'k Boll g a 0 By PK iT ,s,/7' ©DUCT Kj \'TR ON Eaialinq Structure Q BLTLDING CODE COMP OFFICE )/4' MAX 1/4'11 1/2' Concrete 1/4' 4AX� Drive Nod (� Expansion Anchor II �► � Existing Structure 2 1 iii Door ANGL TO WAIT OFTA6 ANCHOR SCHEDULE (MIN. 2' EDGE DISTANCE) 1414.00 srvclu8( 409 M root 4/ • n /•'M woo 64.194■0 :41'/70 0(0 0(00 Car El golum 41 • 0 31 014 1 /r 04400007 1/4 CLCO P00E1 bolt 0500411 00.1 arm 4 /: (*10. 0094E1 a 0094E013 003.0 ■54 714/4'4/20 00< a9aic MEM En) M1 as u u 45 ANCHOR SCHEDULE (MIN. 2' EDGE DISTANCE) - End ! 05114L5 Stt*:11ME .00404 17Pt 70¢41 MO SVELTE 4/4 RAM CU0 -0 NERD, a r 4/i %: a 0 =roux 11=E 4/4 CONCAVE MET 15151. 0111 (000904 000401 1/4 4 LP Cmr 3.M NQ 41.44 0104 CI 1/1 :. 641EaeM1 0 I /4 C1 bTE CO PANE . 0 0.7sv1y car 004 a•DS 1 1/:0 11.1 cue - .x040 a 1 /4 =EAU Ca, (1 /: o N600C.0) G uJ u 015 65 17 u F19m mold L1 AF' BOfolt.e.'- 15 -toot Steel Spring Nut 1/4 Sidewalk Boll 1/4'42 1/4' Topton 0/Hex Head screw '001 4VAL1a9 rM (0 14411 110(04 may. . .1401101E FM 00 7040. 1100105 11030001014 a001 03.7 FM 43• CLC 510040 APPROVED AS COMPLYING WITH THE 50U1)) FLORIDA BUILDING CODE nn .��T DAT. b _ r : �C - 19. By ' - PRODU ' -i TROL DIV)S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Q7 - nRO.5V) PANEL TO ANGLE DETAII O STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM N.T.S zo, [ 130 <Y 43'09 0. 004045Mn nw 3 (ma aw.e a<4.R NaPnw Earota/ boor a .A411 xA a per) 52/11.A.NEW4 f11S MPG. CO, LPL. 20 G/YL9'. G NAKZED 51 ma 5152EM F q no. co= 4,1897 Ne1b9s1 ca O 2 of 2 SEMCO STORM PANEL FACTS The Galvanized Steel Storm Panel Hurricane Total Envelope Protection System is building code listed by Metro Dade County Florida, U.S.A. Tested by one of the toughest construction standards worldwide. Wind and hurricane storm panel protection is mandatory in Dade, Broward and Palm Beach counties and is also building code recognized nationwide, particularly in coastal or high wind regions. o Regular carpenter tools listed in the installation instructions are all that you need for Do- lt- Yourself Storm Panel Applications. o Our storm panels system has been tested with a variety of alternate fastening hardware for both concrete, masonry, stucco, block or wood frame application. • 1) Tapcon screws into concrete masonry, 2) Lag screws into wood framing and 3) Sidewalk or hex head bolts secured by a tamp -in masonry or concrete anchors are all typical examples of different corrosion resistant fastener hardware combinations that are all code approved for both storm panel mounting systems. o The detailed installation instruction pamphlets are available in English and Spanish. They provide easy to follow, step by step instructions. The bilingual material selection guide located in the installation pamphlets will provide available size and quantity take -off information necessary to confum your materials. Our system utilizes standardized 44 ", 56 ", 68 ", and 86" panel lengths to provide hurricane high wind and impact protection for most typical sized window and door openings. The stitch bolt secures panels together and is located at panel midspan and provides excellent impact protection without unsightly side mounting hardware. This secures both panel layers together. The direct mount application is ideal for round or bay window angle panel applications and is also the most economical approved system available. When pre - drilling for tamp -in anchors and accidentally break into an open cell of the concrete block, the expansion tamp in anchor may still be installed utilizing this special tool (Kline expansion anchor setting device). This device does not require impact setting. A 1/8" pilot hole for wood frame construction or 1/8" pilot followed up by a '/z" hole for masonry construction. Expansion anchors are typically drilled to a maximum depth of between 1"-1-1/8" penetration with the concrete dust blown out of the fastener hole to seat the anchor properly. When installing storm panel sections the next corresponding panel is to lap over not under the normal left to right applications. The product placement form, located in the detailed installation pamphlet, will record the number of labeled or numbered panels required for each opening by its specific intended location. Storm panels and mounting hardware can be painted provided suitable metal coating paint primer is first applied. Typical paint may match the trim or wall color to accent and conceal mounting hardware. See your paint specialist, different types of paint tend to require special attention. A minimum 2" edge distance for concrete or masonry opening or' /." edge distance for wood frame openings are required to insure correct fastener edge clearance. Storm panels provide hurricane protection without lapping past the window opening. o A wing nut driver tool is available for both screw gun and hand ratchet screw driver. o To meet building code standards, after the initial mounting hardware is applied, storm panel systems are designed to be installed without the use of special power tools. • In areas where storm panels are required by building code and also for existing buildings constructed in code required regions, typical mortgage insurance premiums are sufficiently reduced when the application of approved storm panel protection is provided. • The tested wind speed rating for the SEMCO Storm Panel Systems is approximately 140 M.P.H. This exceeds the average building code requirements of 110 M.P.H. wind born water and flying debris protection. Approved fasteners for proper installation are critical to confirm building code requirements. Furring is a means of adding a spacer to set out away from the wall or glass of a window. • Proper care in storing and handling panels is essential. Panels not being immediately installed MUST BE KEPT DRY. Ideally, panels should be stored in an indoor area. If indoor storage is not available, extreme caution should be taken in order to prevent moisture penetration of the stack(s) by rain, snowfall, or condensation. Whether storing indoors or outdoors, the panel stack(s) should be stored off of the ground on wooden blocks, with one end slightly elevated. A loose canvas tarp or waterproof paper should be placed over the stack(s) but never tightly secured to the ground in order to allow proper airflow to occur. Plastic tarps should never be used. The plastic will only create and hold condensation. o The 20 Gauge Galvanized Steel Storm Panel System was tested at +71.5 PSF and —55.0 PSF and with a maximum of impact deflection 2 -5/8 ". Deflection is the minimum clearance required from window to the panel. Wind forces are defined at pounds per square foot in pressure and vary with height and location of the building. o SEMCO maintains a toll free technical support Hot Line 1 -800- 737 -7327 or 1- 800 -SE -SPECS with a team of qualified technicians. Monday through Friday, 8:00 am to 5:00 pm EST. Providing information on building permitting, custom lengths, special applications and general "How To" information. Building permitting forms are available where storm panels are purchased. 5/25/99 Date Name of Building Official Name of Municipality Address City, State, Zip Re: SHUTTER PRO Dear Sir: Oocz Deem st rr& Metals Ai ctawing C 0 dnca 1111001 industry Drive ®P O. gm 26347 Jacksonville, IF1orkia 32218 Il (00) 874 -0335 (904) 737 -4200 UCT APPROVAL AUTHORIZATION FORM We are the authorized distributor of the Dade County Notice of Acceptance ' older for 20 GA. SINGLE STORM P LY SYSTEM under the 99- 0318.03. This letter authorized to ease our Installer 20 GA. SINGLE STORM FLY SYSTEM approved under number 99- 0318.03 to be aged at the Following job: Name of der Jobsite Address Since , Authorized Signature from Notece of Acceptance Holder AL THOMAS, VP OF OPERATIONS Print Name and Title JIM HORTON, Desi , ammi Development Engineeri D ° Director initials INSTALLATION Test Test Load Desi® Load Air infiltration C 1.57 psf (ASTM E283 per PA -202) Water resistance (per PA -202) Inswing Only Outswing Only Uniform Static Air Pressure (per Chap. 2309 of SFBC & PA -202) Positive Uniform Static Air Pressure (per Chap. 2309 of SFBC & PA -202) Negative Forced Entry (per Chap. 36 SFBC ilk PA -202) passed 3.50 psf 9.50 psf 90.0 psf 97.5 psf passed passed 23.3 psf 63.3 psf 60.0 psf 65.0 psf DES1 GNPRE S "Sti • � �.i :��i :; : y -e :; : ;.:.p" ... _ _ _ :: ..,., ..� ^ s �: :.... H .... -, SOCirSedeclrODOr.'13ri11t9U0r13 � 'w <..�v» .� sa aloe. ... <...,.. ..,.... .. . ...... < :n = ° ' _passed ,Po3itiY8 :: ;G0.0 pif .= : N ` :` at ;reb 5 _� " ' : � f =: AND ANCHORING: In wood substrate use # 10 wood gerewe r,t e„ fFirione 1oner}, in rr.nv;a..,. OCT -14 -99 14:01 -1: 116 W. Greentree Lane lake Mari, Florida 32746 Phone: 407 / 805 -0365 Far: 407 / 805-0366 ENGINEER'S NOTICE OF PRODUCT ACCEPTANCE #0899015 Premdor Entry Systems 911 East Jefferson Pittsburg, Kansas 66762 DESCRIPTION OF UNIT Model Designation Royal Mahogany Outswing/Inswing single door with sidelites and transom. Maximum Overall Size: 64' /A" X 92 1/2" Maximum Door Panel Size: 36" x 79" Maximum Transom Sae: 64 Y2" x 11 '' /a" General Description: Frame is constructed with hard wood. Aluminum threshold at door operating panel. Rails and stiles of door slab, transom, & sidelites are constructed with layered laminated hard wood. The slab, sidelites, and transom are interior wet glazed using a silicone bedding and an interior wood glazing stop. Each member is glazed using triple sealed insulating glass consisting of an over all glass of '4" and three pieces of 1/8" thick tempered glass. Door was tested with Titan lockset & deadbolt. EVIDENCE SUBMITTED Data compiled from test reports in the #NCTI, 210 - 2192 - 1,2,3 & NCTL -210 2193 - 1,2,3 series testing batteries, signed and sealed by BarryPortnoy, P.E. TESTS PERFORMED QW{PiL 14o tu�it /fil.L S( b� e pRODUCI & APPi1CADON ENGINEERING, INC, embedment of 1 3/8" into substrate. In concrete or masonry substrate use 3/16" diameter tapping type concrete screw anchors. Anchor must be of sufficient length to achieve minimum 11/4" embedment into the masonry. See details on back of this sheet for anchor quantities & locations in various configurations. USE 1. Approved for use where required loads do not exceed the design pressure ratings listed above, including but not limited to the Standard Building Code (wind zones of 110 mph or <), S.F.B.C., S.F.B.C. Bioward Edition, and where the pressure requirements are determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures. 2. Where water resistance test requirem =t of 15% of design load applies, design loads for doors will be limited, according to results indicated on cbc table. _ q • 3. Units cgue: to smaller in size are approved under this acceptance. 4. Units employing thicker glass Ere approved under this acceptance. �� o 5. Application for building permit shall be accompanied by a sealed copy of this approval: 6. If a one by wood sub - buck is employe•6 in concrete or masonry construction, anchors must extend through wood sub -buck & provide full nbedment into masonry. 7. Where required by local or cane. sta • unit rc — 800 - 3b_ : I O: 81.3 1-2, r c,14.35 Report Date: 08 -24-99 Expiration Date: 04 -26 -03 Usable Configurations: X; OX; XO; OXO; O/X; O/ (0; 0/OX; O /OXO; Maximum Side Lite Sires: 12 7/8" x 79 '/." OCT -14 -99 1401 FROM: a r 0 X CONFIGURATION 41 X CONFIGURATION #4 ANCHOR ITTP.) CONFIGURATION #2 CONFIGURATION #3 1- 800-260 -3639 - 0:8138761435 0 X0 X0 1 1 1 0 OXO 0X0 CONFIGURATION 415 CONFIGURATION #6 NOTES 1) ANCHORS APE TO BE 6° MAX. FROM CORNERS AND EQUALLY SPACED BETWEEN. 2) IN INSTALLATIONS %HERE HINGE JAMB IS TO BE ATTACHED D :RECTLY '0 THE SUBSTRATE, AS COULD BE THE CASE IN CONFIGURATION XL •#2, 44, AND #5, ADD ONE ANCHOR AT EACH HINGE. 3) IN INSTALLATIONS WHERE LOCKING JAMB IS TO BE AT:ACHED DIRECTLY TO THE SUBSTRATE. AS COULD BE THE CASE IN CONFIGURATION lI. $12. r4. AND M5. ADD TWO ANCHORS AT LOCK KEEPER AND TWO ANCHORS AT DEADDOLT KEEPER. PPGE:003' 3 ��3 COURTESY NOTICE Add ress: —�� 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 - 2207 Fax: (305) 756 -8972 Dear Property Owner: While making inspections in the area, I noticed the following items needing your attention: O Property is in need of mowing / cleaning O Trash on site O Exterior of structure requires maintenance O Trees /bushes /hedges need trimming O Commercial vehicle in residential zone O Inoperable vehicle on property O Vehicle parked in landscaped area O Vehicle parking areas must be paved 0 Vessel / boat not properly stored 0 Interior / exterior work requires permits O Prohibited signs on property O Non-elemergtto animals on property O Other: —k p 0101)\ Corrective actin needed by: Failure to correct the violation by the above date may result in a Notice of Violation to appear before the Code Enforcement Board which may impose fines up to $500 per day. The Village residents have always taken great pride in the community and we know that you share in this effort to keep the "Village Beautiful ". Your c�oo�erin is appreciated Code Enforcement Officer (305) 795 -2204 "4-. \ Date Southeastern Metal Manufacturing Co., Inc. ACCEPTANCE No. : 99- 0318.03 APPROVED JUI 0 1999 EXPIRES • 10/10/2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies; shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptancc consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of 3 Helmy A. akar, P.E. - Product Control Examincr Product Control Division al O H '^ . ' . : ann. ® e 83('12 ry :::w1 1/2/70 Y v p TYPICAL 20 GA GALVANIZED PANEL PODS* • •SE =ADAC • -71.) 1 7/8' 15.575' 13 COVERAGE {•�-6 1/2 I I ,0 44.29' 1 I _ __ _. • I 090 R 7/6 --I 1-� 1 7/8• (TW) I--- IA F- 210' T fi ALUMINUM HEADER CHANNEL DETAIL 250• X .500' 5/5 CONCH 5100 J 2.000' O STUD ANGLE 1L1 000102 80171 7, DAS MORN 6 0090 (0 N 8(07002100 410 TLC 1070 170400 8120016 OOOC. 1014 (0100. MO n[ LEN 0000830 C087; t01108 2. 11091* 070 4(8702 RD0 M(COM[ (2OAA001 WALL S( P(a04•RD 88 ACC07)788Q IAN AS00 7 -00 •0082H 0090 LOADS 110 01700.1[ Aso OOHS SOuCTUR( 3. 7700 PANELS Dull 00 AID 10 CA= 10074001(0 (00110 (0110.21 70 A070 8351 675IC128I 0147; 31 4078 118. ■• • 37•6. GLY1�.y TIOWS016 Wall 00 800 1-18. 9.OL 0. 11110041 778300701E WAIL R •100 11• Or 074 pp Or 010 11x(1 IAN Cc0 C CT. 774313130 POI 0441 Alp Dull St LAMED AS 110(800. 101838)54 0014.1 04741/AC11744 COC 77;. AAOISOw0LL 11.062A OAR WATT MOULT C0.110. 47830,(0 L TO 407 00110 -0400 •/0102334 COOL 0017/01000 111300.E 470 1710 00.75 AIM WANG 0915 41 00 -12 1(05[0 AT (*70 y• A00I. L el (10.11 200 089800 WM 00 1JL7A•8(0 0 17A0R(10 SR1l 470 • HeANH lT . 11 89. 7. 080(428 70001140001 000(0 4410 A4 M 0870R8Cl2011 4415011800 If 0•5721E 10 CC 7520 N •001111 51780 • 70 • 10710 107870E 720.. 080 SC 70 5 0 014 0 40 As 110014 (0101.04 0701142 114411 OAT St 007150 707701IRLT 0•4 •PALC*ML 0. 01 MKS 210 700(83041204 11041 47(8 4PRC0071 M 117011212 1170,040 1100 011•(7. CRLK •10 01401 188170 82 83111200 104071 8 80(00088711 11 OAR 100 TY 8301000.7 11A 101. 701 840 701 00901 4 08340 0 C70 TUT 41101 7q 10 0290• 4(801400( M007 1040 S /8• HOIC (177) F T 1 4.00 -� 86' SILL ( 1 1 1 2 1 1.375 - RCF. 86' SILL 750 X .500 S/5 CLINCH STUD J I / • /59 ALX 00.1 0.125 .725 - AAR WII -4 480.01 StO. (0 N 10.30•187•81 I 1.000 - 2.000 ® PATIO SILL DETAIL 68 SILL 7/8•, 56 5111. 7/8' X 5/16 SLOT (TOPICAL) 2.50 1.- 13.00•-.j.- 15.00-x- 13.00• -.4 44• SILL I • • a' SILL HEADER CHANNEL LAYOUT 6 ANCHORS 8 ANCHORS 3 1 6.50 -4 6.50".1.-6.60 6.50+ 6.50 6 ANCHORS 2.00 - � F 17.60•-4-- 1.7.00 - - 13.00• -4j- u.ccr -1 56• ski. L_ • • • • • • -� 1 6.50•} 6.5o•} 6.50•} 6.50 6.50•} 6.50 0 ANCHORS 1.50--4 y- 13.66•-+- 1o.00• -. • • I 3 1 4 10 ANCHORS 1 1 1 1 12 ANCHORS HOLC LCCCN0 • 7/16 TNRJ HOLE • CLOtCH STUD I ( I . 6.50'} 6.50 6.50 6.50 6.50} 6.50•} 6.50 6.50'} 6.50'} 6.50 6.50 12 NNCH(AS STUD ANGLE SILL LAYOUT 1.6 1/2:1.6 1/2'1.6 1 /2:(. 6 1/2. 6 1/2: By *0.* II�'� Note: Reinforced panels 4ilh slilch bolls and spring .102 of mid -spun secure 1 ■� ..■ of eoch lop joint. PRODUCT RENEWED AtX'F1 q9 - D3/1.03 DO'LRATION PATE / 0 • -2002. 0 ter_ . !• r/ ■ F800 ,# s \TROL DIVISION 60 SILL L_ • • • . . . L • • • f 6.50'} 6.50•} 6.50 6.50 6.50 6.50'} 6.50'} 6.50.4 70 ANCHORS f-- 13.00 -.�- 1].00 ---}- 73.o0• -+- 13.00 -}- 13.00 -.I • • 1 RIDIDING CODE COMPLIANCE OFFICE APPROVED AS COMPETING WITH THE SOUTH FLORIDA BUILDING CODE DAT 6 '' . 19(4-1 PROOUC 7 N1ROL OIV•S;ON BUILDING CODE COMPLIANCE orrtct ACCEPTANCE NO.Q1-0805:01 • EelstMq Slroclw. E001109 Sl1Melwe Wood Fr0m01g 5 n Wood Fronting 990E TO WAIT 01T411 1/4•.2 Deo Pone Mol. 00.0ry Boll oil 1/4' Od.. Warhol k %Inhered Wooed Nutt 0 Steel Spring Not 1 .1 /4 /20 Ne. Hood Bet 1•11 /4720 Rod Cool - 61 Andre. 1/4 wood lop Scree 1 1/2 Nb1. Embedment Steel 5nb q Nut 1 /4 Wood Gushing /1 /20 Ho. 14.0d Boll Eelsting SINClw. O WALL MOUNT SECTION (DIRECT MOUNT SYSTEM1 N.T.S E.I010.9 SWtluro PAM[ TO ANt2r Of TAO ANGI r TO WAIL nIiA11 © }WADER / STUDDED ANGIF MOUNT SYSTEM N.T.S 1/4• MAR Wood Fronting E STUDDFD ANGIF / TOP & BOTTOM MOUNT SYSTEM (w000 FRAMFI N.T.S O 00.. or Dow 1•.1'.0.120' or 2 Alum. Tub n 2 P.T. wood I0. Stud naming 0 16• o.. & 2 P.T. Wood Stud Fr0min9 0 24' 0.0. 1'.t /1•/20 He. H.od Bet 1 Rod Col% - in Aw0hw Sled Spr:19 Nut 1 /1•X1• Sld..et Bell 1 Red Cat -in Anchor 2 5/B O I =1 PANrL In ANF•Ir 01140 I /. Wood log Sue. 1 1/2 Nin. Embedment 2 1/4'0 4 1/2' Log Sue. 0 j1. 0.0. 00. ./1 2 /4' Penetration AC Center 1 Shorn •INIS OEM. MAT BE USED AT TOP OR BOTTOM OF PANELS WALL MOUNT SECTION (BOTTOM. N.T.S S 1/00' 510e0. BWI 5 Edsling Strucluro 1 /4• MAO. 8 0.. • p' Dow E•1sting Slr.cl1re 2 S / ANGIE 10 WAIL n0IA9 ANCHOR SCHEDULE (YIN. 2' EDGE DISTANCE) r�.1.1. vt¢c 111' 3 410•1. ".1 1'rep AO .01 0.3000 1 /. •rte 1•00 10.1 a u u 411 ANCHOR SCHEDULE (MIN. 2• EDGE DISTANCE) T 1311[40 °411 1. ".t 17.11s 000 • sauce 1/••...4 • 00.4 -0 ••DA.. • /• 901.4. qt (3 /"•4.0) FP I /.b• 0111'4111 0(.t 00. 0b *11001 1.0.11 •• . /•b I/O 1 111 111 p •(I 040 1111. .w 1 In' 111.•1101 V••n• t1 tea warm. q1 .. 1 I/ • 04...1001 • ♦111/3t0 0 11.0 411 1/4 • 1/ • ge %1011 • 1 /• 9...1. 13 .1 1.1 13 .3 By 0 1 /4 1/2 Concr.l. Chive Not A/ E.ponabn Anchor I I 0 N.T.S •RODUCT eN ROL OIL 51.e1 Spring Nut &done% Boll O [•1010 antes .a0 ANCHOR SCHEDULE /IAN. 2• EDGE DISTANCE. I 1141 90.3 [.•I wet 1/1 ...a (300 -a �l 1 /er • K 100 0 *0 s 1b I/O' 10. (X31 11111 KM 114• • 1/3' 00. (■110.1 • 414 01111 -• 1.1.0. • t; l 1i� •0A 1/4 ® 0110 0•100.. 9111 11111 1 /1' M.. ••9(. • ••9a0 0100 •1.1 13 1.0 u Ir ••01 •0•1.301 r041 S Pam IA4:1. Oa.. •001 1.•1•.t r/1 Y' ...n 1114041 r11 4110• I= 0101 MI 13 0.c v•ac 51DN 13L2LDING CODE COM OFFICE I /4• MAX. PANOL TO ANGLE RTTAn APPROVED AS COMPLYING WITH THE SOUTII FLORIDA BUILDING CODE DAT 19 C l/ BY PROOU TROL 01915.011 89110100 CODE COMPLIANCE 011101 ACCEPTANCE NO Qi 11R0S1) 5 O 1 /4•.2 1/4' Topton '� < ./He. Heoo Sue. O 5TIIDDFD ANGIE / TOP & BOTTOM MOUNT SYSTEM I••• 1 0..' 1 e+'c 111 -w m' . a •1.w1.I ewe 1 M.M 40. \ r l p 5CLIK#61153/14fii.5 206412 C.45YkrZt9 510104 PA& 51515M •O LCTp1Q IT. MI Y 50i w 20(2 AAA- -2 601- SEMCO STORM PANEL FACTS The Galvanized Steel Storm Panel Hurricane Total Envelope Protection System is building code listed by Metro Dade County Florida. U.S.A. Tested by one of the toughest construction standards worldwide. Wind and hurricane storm panel protection is mandatory in Dade. Broward and Palm Beach counties and is also building code recognized nationwide, particularly in coastal or high wind regions. • Regular carpenter tools listed in the installation instructions are all that you need for Do-lt- Yourself Storm Panel Applications. • Our stare panels system has been tested with a variety of alternate fastening hardware for both concrete, masonry. stucco, block or wood frame application. • 1) Tapcon screws into concrete masonry. 2) Lag screws into wood framing and 3) Sidewalk or hex head bolts secured by a tamp-in masonry or concrete anchors are all typical examples of different corrosion resistant fastener hardware combinations that are all code approved for both storm panel mounting systems. • The detailed installation instruction pamphlets are available in English and Spanish. They provide easy to follow, step by step instructions. The bilingual material selection guide located in the installation pamphlets will provide available size and quantity take -off information necessary to confirm your materials. • Our system utilizes standardized 44 ", 56 ". 68 ", and 86" panel lengths to provide hurricane high wind and impact protection for most typical sized window and door openings. • The stitch bolt secures panels together and is located at panel midspan and provides excellent impact protection without unsightly side mounting hardware. This secures both panel layers together. • The direct mount application is ideal for round or bay window angle panel applications and is also the most economical approved system available. • When pre - drilling for tamp -in anchors and accidentally break into an open cell of the concrete block, the expansion tamp in anchor may still be installed utilizing this special tool (Kline expansion anchor setting device). This device does not require impact setting. • A U8" pilot hole for wood frame construction or 1 /8" pilot followed up by a 1 .4" hole for masonry construction. Expansion anchors are typically drilled to a maximum depth of between 1"-1-1/8" penetration with the concrete dust blown out of the fastener hole to seat the anchor properly. • When installing storm panel sections the next corresponding panel is to lap over not under the normal left to right applications. • The product placement form, located in the detailed installation pamphlet, will record the number of labeled or numbered panels required for each opening by its specific intended location. • Storm panels and mounting hardware can be painted provided suitable metal coating paint primer is first applied. Typical paint may match the trim or wall color to accent and conceal mounting hardware. See your paint specialist, different types of paint tend to require special attention. • A minimum 2" edge distance for concrete or masonry opening or'/." edge distance for wood frame openings are required to insure correct fastener edge clearance. • Storm panels provide hurricane protection without lapping past the window opening. A wing nut driver tool is available for both screw gun and hand ratchet screw driver. • To meet building code standards, after the initial mounting hardware is applied. storm panel systems are designed to be installed without the use of special power tools. • In areas where storm panels are required by building code and also for existing buildings constructed in code required regions. typical mortgage insurance premiums are sufficiently reduced when the application of approved storm panel protection is provided. The tested wind speed rating for the SEMCO Storm Panel Systems is approximately 140 M.P.H. This exceeds the average building code requirements of 110 M.P.H. wind born water and flying debris protection. Approved fasteners for proper installation are critical to contrm building code requirements. • Furring is a means of adding a spacer to set out away from the wall or glass of a window. • Proper care in storing and handling panels is essential. Panels not being immediately installed MUST BE KEPT DRY. Ideally. panels should be stored in an indoor area. If indoor storage is not available, extreme caution should be taken in order to prevent moisture penetration of the stack(s) by rain, snowfall. or condensation. Whether storing indoors or outdoors, the panel stack(s) should be stored off of the ground on wooden blocks, with one end slightly elevated. A loose canvas tarp or waterproof paper should be placed over the stack(s) but never tightly secured to the ground in order to allow proper airflow to occur. Plastic tarps should never be used. The plastic will only create and hold condensation. • The 20 Gauge Galvanized Steel Storm Panel System was tested at +71.5 PSF and —55.0 PSF and with a maximum of impact deflection 2 -5/8 ". Deflection is the mrumum clearance required from window to the panel. Wind forces are defined at pounds per square foot in pressure and vary with height and location of the building. • SEMCO maintains a toll free technical support Hot Line 1 -800 -737 -7327 or 1- 800 -SE -SPECS with a team of qualified technicians. Monday through Friday, 8:00 am to 5:00 pm EST. Providing information on building permitting, custom lengths. special applications and general "How To" information. Building permitting forms are available where storm panels are purchased. 5/25/99 6 Date Name Building Official Name of Municipality Address City, State, Zip RE: SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Sir : We are the authorized distributor of the Dade County Notice of Acceptance Holder for 20 GA. SINGLE STORM PLY SYSTEM under the 97- 0805.01 . This letter authorizes to use our Installer 20 GA. SINGLE STORM PLY SYSTEM approved under number 97- 0805.01 to be used at the following job: Si erel Name Of Owner Jobsite Address Authoriz d Signature frs) Notice of Acceptance Holder JIM HORTON. VICE PRESIDENT Print Name and Title Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive • P.O. Box 26347 Jacksonville. Florida 32218 1(800)342-1279 FL WATS • 1(800)874-0335 NAT. WATS • (904)757 -4200 INSTALLATION Test Test Load Desirm Load Air infilt ation ez 1.57 psf (ASTM E283 per PA -202) Water resistance (per PA -202) Inswing Only Outswing Only Uniform Static Air Pressure (per Chap. 2309 of SFBC & PA -202) Uniform Static Air Pressure (per Chap. 2309 of SFBC & PA -202) Forced Entry (Der Chap. 36 SFBC & PA -202) Positive Negative passed 3.50 psf 9.50 psf 90.0 psf 97.5 psf passed passed 23.3 psf 63.3 psf 60.0 psf 65.0 psf j asscd C DESIGN : <sec PRESSURERATINO,str = M ° � o�l - ta - w ..' r y Id urn Boris atre10 stet. : .f.... _. . : .. :4. _ :. „ : .. ..,•° s ��•,.. :: ;s : ,.... . = s . ,Y ' " ".�.� _ - ,PositivB : " usesact,on :.Neitati " . .-. :.. AND ANCHORING: In wood substrate use U 10 wend CEr. •..,a nr e„f to,,."' ,,, ....4a_ OCT -14 -99 1.4:01 J4ok ( b PRODUCT & APPLICATION ENGINEERING, INC, 6 W. Gnenux Lane We Man. Florida 32'7'6 Phone: X071805 -0365 Fax aW l 805-0366 PRODUCT & APPLICATION ENGINEERING, INC, 116 W. Greenlree lane lake Mari, Florida 32745 Phone: 4071805 -0365 Fax: 407 / 805-0366 ENGINEER'S NOTICE OF PRODUCT ACCEPTANCE #0899015 Premdor Entry Systems 911 East Jefferson Pittsburg, Kansas 66762 DESCRIPTION OF LNTT Model Designation: Royal Siahogany Outswing/Iaswing single door ♦vita sidclites and transom. Maximum Overall Size: 64 Vs" X 92 1/2" Maximum Door Panel Sae: 36” x 79" Maximum Transom Sae: 64 Y3" x 11 W' U : 14.:,5 759 a/fc Report Date: 08 -24-99 Expiration Date: 04 -26 -03 Usable Configurations: X; OX; X0; OX0; O/X; O/XO; 0/OX; 0 /OX0; Mailmum Side Lite Sae: 12 7/8" x 79 VI" General Description: Frame is constructed with hard wood. Aluminum ta. at door operating panel. Rails and stiles of door slab, transom, & sidelites are constructed with Layered laminated bard wood. The slab, sidelites, and transom are interior wet glazed using a silicone bedding and an interior wood glaring stop. Each member is glazed using triple sealed insulating glass consisting of an overall glass of 'A" and three pieces of 1/8" thick tempered glass. Door was tested with Titan lockset & desdbolt. EVIDENCE SUBMITTED Data compiled from test reports in the #NCTL 210 - 2192.1,2,3 & NCTL - 210 - 2193 - 1,2,3 series testing batteries, signed and sealed by Barry Portnoy, P.E. T ESTS PERFORMED embedment of 1 3B" into substrate. In concrete or masonry substrate use 3/16" diameter tapping type concrete screw anchors. Anchor must be of sufficient length to achieve minimum 1'h" embedment into the masonry. See details on back of this sheet fcx anchor quantities & locations in various configurations. USE 1. Approved for use where required loads do not exceed the design pressure ratings listed above, including but not limited to the Standard Building Code (wind zones of 110 mpb or <), S.F.B.C., S.F.B.C. Bioward Edition, and where the pressure requirements are determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures. 2. Where water resistance test requireds r of l S% of design load applies, design loads for doors will be limited, according to results indicated on et ovwe table. 3. Uniu equal to o smaller in size are approved under this acceptance. 4. Units employing thicker glass 'are approved under this acceptance. 5. Application for building permit shall be accompanied by a sealed copy of this approval. 6. if a one by wood sub -buck is employed in concrete or maso • - Instruction, anchors must extend through wood sub - buck & provide full vabedment rove masonry. 7. Where required by local or }cane, : ,seal . trait ' :quires impact protective system. OCT -14 -99 14:01 FROM: ❑ X CONFIGURATION #1 T ( X CONFIGURATION #4 "-- anCHOR CTTP.) 1- 800 -260 -3639 72:8138761435 0 XO CONFIGURATION #2 CONFIGURATION #3 XO CONFIGURATION #5 DXO OX0 • CONFIGURATION #6 NOTESt 1) ANCHORS ARE TO BE 6' MAX. FROM ' CORNERS AND ECUALL` SPAM BETWEEN. 2) IN INSTALLATIONS VHERE HINGE JAMB IS TO BE WANED D:REGTLY 'O T;;E SUBSTRATE, AS COULD BE THE CASE IN CONFIGURATION 43, 'k2, 14, AND #5, ADD ONE ANCHOR AT EACH HINGE. 3) IN INSTALLATIONS VHERE LOCKING JAMB 15 TO BE AT:ACHED DIRECTLY TO THE SUBSTRATE. AS COULD BE THE CASE IN CONFIGURATION a1. 02. g AND 45. ADD TWO ANCHORS AT LOCK KEEPER AND TWO ANCHORS AT DEADBOLT KEEPER. PAGE:003- 3 �C3