Loading...
SHUTTERS PERMITDate PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 25 N cl 151 Tax Folio Legal Description Historically Designated: Yes Owner/Lessee / Tenant H 1*W (, (1 Oln) N0 /\.) Master Permit # Owner's Address 6 A il t // ^^ nn Phone Contracting Co. Af.w c )S' O IOAJ CO2P. Address 16 N E L u.Q ce Qualifier l ■ . ,► • s. C.C)EI F:i)J ss# Phone o J S j 2 - iCso 7 State # r< ' Municipal # Competency # Ins. Co. jJC&VftOik'C( LGt ' Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. 40 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 obtain 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 standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT 0 RADON APPROVED: Zoning Mechanical Building Date C.C.F. v r� Estimated Cost (value O . Oa No as to Contractor or My Commission Expires: NOTARY S / BOND Electrical No Y 7Y .5 wv6y -- 113.o 1111 AL • . r . Da GLADYS J VILLAR NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CQ14103 MY COMMISSION EXP. MAR.1 002 TOTAL DUE J 5 Plumbing Structural Engineer I6 9 / /2- / \,13 oa 10T)0 0 Date %k.ce.A\lt‹. L qAav Name Building Official g . \ 4J Name o unicipality l c ds O + G 2 vw( Pikie Address City, State, Zip Sincerel JIM HORTON. VICE PRESIDENT Print Name and Title Southeastern Metals Manz facturing 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 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 A-Pro (f ,T JCS iOk) cceP to use our Installer 20 GA. SINGLE STORM PLY SYSTEM approved under number 97- 0805.01 to be used at the following job: 1 v �t C l/� Name Of Owner S� ? O N G r .51 Q • Jol‘Rldcdricsrfn S 11,65 3 1 %g ,4uthoriz d Signature fri) t Notice of Acceptance Holder MIAMI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville FL 32226 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0318.03 Expires:10 /10/2002 V / 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 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 ajobsite 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. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING 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. rancisco . Quintana, R.A. Director I of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Southeastern Metal Manufacturinz Co.. Inc. ACCEPTANCE No. : 99- 0318.03 APPROVED JUL 0 1 1999 EXPIRES 10/10/2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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. 4 Helmy A akar, P.E. - Product Control Examiner Product Control Division 2 of 3 • Southeastern Metal Manufacturing Co., Inc. 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 Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE ACCEPTANCE No.: 99- 0318.03 APPROVED j U I 0 1 1999 EXPIRES 10/10/2002 4 Helmy A akar, P.E. - Product Control Examiner Product Control Division 3 of 3 ANCHOR SCHEDULE (MIN. 2' EDGE DISTANCE (045(4. 34.471445 •510.105 5004 ( .1 ,0(40 9•40•0 l •7 5. 0OC I/• MR (.rA ..0.M • I /4'40• .O 1144.1 (._/• • 5K ■I • "' 1 /4 1/4 14. � Ka KM SCAT• " 1 140• 11105101 0.0.01+ • 1/4 90•• 110.1 (3/4 • K•13) I/.. 4040 1•4•41. •.54 1ON1 00.1 •M I I/•• (x•. • CIS w •.9.04(0 •• 0 1 I) se la Defaf[e.� l 2 0OL 5 8 O E•ieting Structure 2 5 /B' Clot/ w Ooa ANGIE 10 WALL OFTAIl 1/4'.2 Cleo Pon0 Mole Mo0Onry Bolt 0/1 1/4' Gals. Wosnar 0 Wasnere0 Winged Nut Sleet Spring Nut 1 He. Heod Bolt O WALL MOUNT SECTION (DIRECT MOUNT SYSTEM) N.T. S 1'.I/4'/20 Rob Cdk -in AnCnar Steel Spring Not 1'.1/4720 Wood Bustling •/1'.1/4' /20 He. Heod Ball 1/4'0 Wood Log 1-_ 0 Sere. 1 1/2' 1/4'.1' Si0e.oIk Bolt r 3 PANEL TO ANGIE DETAI( STUDDFD ANGIF / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAME) N.T.S ANGI F LO WAl 1 PF TAU 1 /4' MAIL Wood From Gloss or Dow 1'.4' 0.125' or 2'.4.0.125' Alum. Tube or 2'.4' P.T. Wood for Stud Framing 0 16' o.c. & 2'.6' P.T. Wood Stud Framing 0 24' o.4. 1'.1/4'/20 He. Heod Bat 1'.1/4720 00•1 Calk -in Anchor 1/4'41' Steel Spring Nut 5i0e.on Bolt 1'.1/1720 Ron Calk -in Mcnor 2 5/6 1 /4' Wood Log Sue. 1 1/2' Min. Embedment 2 1/4'. 4 1/2 Log Sere. 0 24' o e. LW. ./1 3/4' Penetrotion in Center of Studs •MIS DETAIL MAY BE USED AT 10P OR BOTTOM OF PANELS WAI I MOUNT SECTION (BOTTOM) N.T.S Side•olk Boll PANEL In AN1IF Df1AII © HEADER / STUDDED ANGI F MOUNT SYSTEM N.T.S 0511155G y=Y;MAC (.1(11=9 5(4=0lwe rl /4' MAIL 3 0 2 5/6 I Goss or E•iating Structure Door ANCHOR SCHEDULE (MIN. 2' EDGE DISTANCE) •0.0, rwc 4900 11559•04 1 /4 041 55400 00.4 013 - ono I 0 .000 vt .m /ear .w.ei CAL, 941 I ( 4 /: 14(•..910 A •4910110 awa0«ur 1 ��• io 9o[.,u 0. VArvIL n. Id ea • ANCHOR SCHEDULE (MIN. 2' EDGE DISTANCE snu:lu•4 40010, 1051 1(404(401 coRACn MI 0/4 I*0 ELI I /1 40444(11 0041 0 1" 194.90, 440•00 s 1 /4 I/: 1N •1011.1 e1G.0 SU4• •00 I/1 n.. • U1 m [ a0. I /• (1.00 . 45 ■•11 •.sou. 00.1 1X 11/4 ULV ■.915 • •.9�orc0 14X40 .us 1C• • 1 re A tr 4540•C• 5 e • w e X 5.0) 11401 We • c.o) ea 5.01 u DT RODU DIN TION DCILD!NG CODE COMP ' 'UJOF: ICE (/1'.1 1/2 Concrete 1/4' MAX. I D Non n E•pm o ion Anchor Steel Spring Nut 1/4 Side.clk Bolt 1/4'.2 1/4' Topcon ./He. Head Scre 0 ANGIE TO WALL 0(L011 PANFL TO AHCIE DETAI1 O STUDOFD ANGLE / TOP & BOTTOM MOUNT SYSTEM N.T.S •001 (000_uw4 r0, ea 1 t•CM 040. ••X01 A AAA.t[ rM M •r�[l M•el.3 • rM ow (CA 13 O L Y ASP. APPROVED AS COMPLYING WIlN Tilt SOUTII FLORIDA BUILDING CODE DA1 � � 9 CL or %O ?ROOK )0(801 01 BUILDING CODE COMPLIANCE Off101 ACCEPTANCE NO C r? - n 51) 1 • l L 0 0 0 0 4'. to d _'S V 0 0)i g I `) U U G tad 5. /C, LCI 0.n 2 tM .N Um. /W %JfltA510 MEtAES Mf6.00.. C. 20 Gfria CK-VMQ0P 510U PMEI 5Y5EEM v.J 2 of 2 J N(c•R.l - -71.3 1 7/8' (TYP) 709114( - •5S 50U11.(457(R• u7101.5 UANUrACT 8100 CO: Mc JACNSON47LL n030. 0.0( COATI, 770x4(7 CO.1R0. •77704(0 15.575' 13 COVERAGE 6 1/2' 4 5/8' 0.114 R 44.29' F I rT ALUMINUM HEADER CHANNEL DETAIL 1N -0.090 R I-1 7/8' 3 1/4' -•-.1 Q TYPICAL 20 GA GALVANIZED PANEL 7.000' ©STUD ANGLE r00(RN 40113 7. 1015 SHUTTER R 0(90440 M ACCOROAOCC 910 T4( SOUTH n04 MATO.0 04974. 190 CUM.. AND 11TE 1074 040.410 Canty (0.710.74 ). P09'v( A00 NtcAns( 0(901 PRESSURE C010A.. 94.1E 04 P(R1ORVE0 TH •4(040ANC( MrH •5Q 7- 66'•• 0(90' 10x05 704 RURa'LS •00 010(7 314UC1UR(5'. 3. S40RV PANELS SHAII 00 A9 70 CAME EALVAM7(D (003561 409.036 TO AS11d 0053 54WC7R0 CRUX 37 MOM U • 37.9. •LWW M (x11U90.S SHALL •( 1063 -01 • 0.D.'_ •40ocl 0AP0*'cs 1 R( O O R' 17' ON (00 Cr 40 E ( PANCL 910 4 0, O ORE 0.70100 T. 944 M I'U 7000. 000 Mull RE 4.07(1(0 AS 10.109'5: 5 70 WE(7 0(110 -0007 (74 471[•'( COOL R(0O0CCD PANGS 9. 5 0(5740 4,440 9'7•40 4U75 AT v1D -SPA' Stang(° Al E•010 140 .007. 1. AU. R0.75 MO .054(75 94051 RE 74.1 00 S1Nn(55 STILL *114 A 5P9v0,41 77 - 33 .9. 7. 6•1(17.1 SP(O1N:•5P.5 'O7(D 40(00 M( OTt UARUT•C0URE R(P0(SCN1A410' V 5A1(01•LS 10 RE 0040 n 77091741 7(5005 A 103 a 007100 0(1•4 94070 TAV 0( ..7ER040a0 AS rRt0 C0100W5 0(0 41[ P•N(LS •1 0( 05*1047E0 00070.14111 94(0( 0717(0.01[ 0. NE 0(7.0.5 ANC SP(CV1CA110NS 9.0 HERON 7(77(5(47 90 PRO07(TS • 103 I*P•CT, C 1.1C •403 *40007* 51011 •R PRESSURE 7400,0 1N .cc00ANQ 0070 DADE CDJNTV 7 0010(0.5 PA 701. 707. *40 703. 0(501 4 0040(0 94 a174 7057 0E7097 040 10 v&UVW ALLO.AIRE 0(90 10.0: 8' HOLC (10P) .175' L 1.375 R(E. 1/A • 7p• 2.50' -.1 1` 13.00 -4-- 13.00' 13.00 -.( 44' 541.1 1 • • 66' 5111 ( 2 86' SILL 750' X .500' 5/S CUNCH STUD I, 1.crocr I r L 7.000' @PATIO SILL DETAIL 68 SILL 1/• xt' ir /b0(9' IN 60 o. 3 7 / 8. 1 T 56' SILL } 6.50'4 6.50'4- 6.50 6.50 6.50'- 6 ANCHORS 2.00' -.I I•- 13.00' - -4- 13.00 ' - - -4-- 13.00'4 13.00 56' 5111 I • • 44 SILL 3 1/4' - •1 1.6 1/2:16 1/2:1.6 1/2''x6 1/2:x6 1/2: I1 HEADER CHANNEL LAYOUT 6 ANCHORS 6 ANCHORS II 10 ANCHORS I 7/8' 0 5/16' SLOT 12 ANCHORS (TYPICAL) HOLE LEGEND • 7/16'4 T■RU HOLE • CLINCH STUD • 1 6.50' 4 6.50'4 6.50' 4 6.50 - 4 0.50' 4 5.50'4 6.5C' •I 8 ANCHORS - .L 1.50 --.1 I•- 13.00' - -4 -- 13.00' 4- (3 -}- 13.00' --C- 13.00' --' 68' SILL 1 • • 0.1 1.6.50 6.50' 4 6.5. 6.50' 4 6.50' 4 6.50'4 1.50 6.50'4 6.50' 4 6.50' 4 6.50' 2 ANCHORS STUD ANGLE SILL LAYOUT 4 . .j 6.50'4 6.50'4 6.50'4 6.50'4 6.50'4 6.50'4 5.504 6.50'4 6.50 ID ANCHORS .. 00' -.I 1 13.00 -. 13.00' -4- 13.00' -4 - I1.00' - -f -- 13.00'-4- 13.00 -.1 "5 -4- � 9 4x1 +IIII�i�I Note: Reinforced p0n0I5 with stitch bolts and spring nut of mid -spun secure �„ Ot eoch lop joint. Ir 44 56 - 68 Q6 PRODUCT RENEWED AOZEPTa'7CE No. Y' - h $ / $ • 0 3 EXPIRATION DATE I /du.. (- 2002 'Au/ 1k ; • .E/! r PROD 4 "i • • I MOLDING CODF. COMPLIANCE OFT)CE By APPROVED AS COMPLYING WITH THE SOUTH Et ORIOA 811(10115 CODE P ) � DAT BY _f' _ 5 _ rR0D0G NTRDL 012 5!04 BUILDING CODE COMPIIAHCE 01111.) ACCEPTANCE N0. 4'7-080501 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 -It- Yourself Storm Panel Applications. • Our storm panels system has been tested with a variety of alternate fastening hardware for both concrete. masonry, stucco, block or wood frame application. • I) 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 1.8" pilot hole for wood frame construction or 1/8" pilot followed up by a' /2' 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 '4" 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 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 to 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 mtmmum 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