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WS-12-1524Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 177259 Permit Number: WS -8 -12 -1524 Scheduled Inspection Date: September 25, 2012 Inspector: Bruhn, Norman Owner: SULLIVAN, PATRICK Job Address: 460 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Contractor: STORMWISE SOUTH FLORIDA INC Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060170730 Phone: (305)597 -7797 Building Department Comments INSTALLATION OF 23 PANEL SHUTTERS AND ONE SOLID DOOR Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 24, 2012 For Inspections please call: (305)762 -4949 Page 15 of 30 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO.1 1 - 3 a0 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. t hIII hUMN CF '2 012R05917..S6 OR 8k 28237 Ps 4874; (fps) RECORDED 08/22/2012 10:27:01 HARVEY RUVINi CLERK OF COURT MIAMI -DADE COUNTY; FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: M4) i k. (7 F t Ct.M I J o j s 5a; r E 16-1 I ►[ 4 1 • 2. Description of improvement, ,__ 1 +_ _� ... IW 3. Owner(s) name and a dr s: Interest in property: 1 ti 0 0.0 Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: S (;---5-7- 77 - _9 7 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section" 713.13(1Xa)7., Florida Statutes, Name, address and phone number.. 8. In addition to himself, Owners designates the following Ico f \� g person(s).to receive a copy of the Lienor's Notice as provided in Section 713.13(1}(b), Florida Statutes. Name, address and phone number r' 9. Expiration date of this Notice of Commencement (the expiration (tete is 1 year from the date of r pording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s)of Prepared By Print Name c((� Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE )' horized Officer/Director/Partner/Manager Prepared By c:-)U L i-1 vA fv Print Name Title/Office The foregoing instrument was acknowledged before me this By 17 R.-Individually, or ❑ as for ❑ Personally known, or ❑ produced the following type of.identifi Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525 FLORIDA STATUTE . -_ Under penalties of perjury, I declare that I have read the foregoing and :' that the facts stated in it are true, to the 1......, of m.. knowledge .belief. Signatu South Florida Inc. emit Department 13015 NW 45 Ave Opa -Locka FL 33054 day of city eic7 B (s) or Owne �... 123_0 ' . PAGE 3 3112 NiY C:lMMiSSiO 5 EE 155207 EXMRES: D arnbar21,2015 °.ni• d Thru Notay Mar, Undervmiers uthorized Officer /Director/Partner/Manager.who signed above: By CIat Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 AU M�.; B Y:" BUILDING Permit No. WS )0- HVI4- PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: PLUMBING -_ OWNER: Name (Fee Simple Titleholder): ¥ i C F ,Sr �I �1(k ..) Phone#:7SS6 -'y,5-7 - 07 Iv - Address: 41 & 0 0 J 103 st City: � o.\ o t- es State: FL, zip: 33 i 36) Tenant/Lessee Name , Phone#; Email: 1� ,- f JOB ADDRESS: °41 to 0 I) E ! 03 City: Miami Shores County: Folio/Parcel #: 1 "3/ 0 0/ 7- 0736 Is the Building Historically Designated: Yes NO Flood Zone: Miami Dade Zip: X33 / ' CONTRACTOR: Company Name: $1Q.MUI SNJ S OtirA FL Phone#: 'g5) -oz 'y Address: t3 IS W a(/5- l/e_ City: Q p lid J. D(I\c State: k/. Qualifier Name: (mai ; 0 Phone#43Z6 =,5? 7 - % 7 7 7 State Certification or Registration #: Certificate of Competency #: - Contact Phone#: RS' 59 7 - 7 7-91 c xfi V,3 Email Address: k h ri q Ir jJ (A 5-112-HICJ 1,5e 5frarrat e -c DESIGNER: Architect/Engineer: Phone#: trO Value of Work for this Permit: $ Pi 3 1 Square/Linear Footage of Work: Type of Work: DAddress iiiAlteration CINew ORepair/Replace ODemolition Description of Work:. 5 L -i nu- Of A,Lu bane L 3 D Pei a 1 SDhiL DOD/L. * * * **0* **** ** *x ***************** *** **** Fees** **e*•x** ** * ** *** * * ************ * ***,x** ** *** Submittal Fee $ Permit Fee $ � � ckr CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ �� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State G ` 1 Zip 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap ►rove'i d a reinspection fee will be charged. Signature Owner pr Agent The foregoing instrument was acknowledged before me this ) 7 day of 7 , 20 LI, by PCB tCIS% F 5144iivdIU , who is personally known to me or who has produced ' As identification and who did take an oath. NOTARY PUBLIC: t 00/-31a Sign: Print: My Co mission Exp 0**0 * *00*0 *0 *0 **0 APPROVED BY e vo" M1dY COMMISSION @ EE 165207 1 EXPIRES: December 21 2015 Bonded Ttiru Not Public Underwriters Signature, �— Contractor The foregoing instrument was acknowledged before me this day of .... t , 20 1a, by C2M i LO D/ i , known to me or who has produced as identification and who did take an oath. who is person NOTARY PUBLIC: Sae ° xpireszotlAA R. MIRANDA .*ss MY COMMISSION # EE 155207 9 l" EXPIRES: December 21, 2015 % Ici Bonded Nu Notary Public Undeivuriters *****+ b*****d• ******+k********+N$a***N *** p ; 4a**** Issi*** Na*+ R* *ns****IttoNHl$s******** .xcLe-tay. ans Examiner Structural Review (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Sales Contra,; Field Engineer: V-.4 Property Owner; - --t ;-=,` A, IC�; `` I'�t j1.S...� Job Site Address: 41'0 ) me. r Home Phone: Cell #: ri Other: DATE: COLOR: H.O.A: S.TORMWISE SOUTH FLORIDA, INC 13015 NW 45 AVE, OPA- LOCKA, FL 33054 PH: (305) 597 -7797 FAX: (305) 597 -7795 TOLL FREE: 1-800-687-1577 EMAIL: stormprotection @yahoo.com LICENSE #: CGC1511342 CONTRACT: # M PRODUCT: SIGNED APPLI THIS SALE CONTRACTS SUBJECT TO TERMS ON THE RE ERSE SIDE HEREOF. THIS SALES CONTRACT I5 THE COMPLETE AGREEMENT BETWEEN PARTIES AND NO TERMS, CONDITIONS, PAYMENTS, M •TERIALS OR WORK SHALL BE EXCEPTED OF EITHER PARTY EXCEPT AS EXPRESSLY --- PROVIDED FOR HEREIN.OR WRLTIENAMENDMENT. NOTES: Extra charges will apply to any work n t specified on this Sales Contract. ?p -�. SPECIAL CONSIDERATIONS: (j' i X7 eoZi Sales Contract Price: Permit Fee: Other: Total Due: o Deposit: < 1iL' ^r':f num ct miVcA 6 IJ .,,4&% Upon Delivery of Material: BUYER'S RIGHT TO CANCEL; Either Seller or Purchaser may cancel this Sales Contract by providing written notice by certified or registered mail. This notice most indicate that the Sales Contract Is cancelled and must be delivered or postmarked before midnight of the third business day after execution of this Sales Contract. The seller may not keep all or any part of the deposit if :his. Sales Contract is cancelled. "BUSINESS DAY" is defined. as all calendar days except Sundays and the legal Holidays set forth in Section 520.61, F.S.A. Executed in three copies, one copy of which was delivered to and receipt is hereby acknowledged by Purchaser. NOTICE TO OWNER: Do not sign this Saps Contract if blank. You are entitled to a copy of this Sales Contract at the time you sign. Keep it to protect your legal rights. This Sales Contract may centain a mortgage or otherwise create a Tien on your property 1 thate° u be fore�c° d on If you do not pay. Be sure you undecsiar d all .y lsions th ' tract before you sign. 1 \ d Purchase Print Name: (')- . Sellers> Print N OFFICE COPY - WHITE FACTORY COPY - YELLOW CUSTOMER COPY - PINK REV 3/07 DADE W H NOT S W H NOTES i 7 52__.. 17 2 d a 18 .. 19 c.1., <i_ 4 / ;C-1 ' .° 20-'s 5 2—C� = 21 jy ^1 yc''`� 8 -_. c 24 -m c I . i\J - r-( L 9 c,, -7 25 11 �-- r -- J 27 12 : . 28 13 °` ' =•, 6A= 29 14 15 -. .. Y,r r �, J ;A 30 -_-_ 7 _ r ir 31 163? - 2 32 NOTES: Extra charges will apply to any work n t specified on this Sales Contract. ?p -�. SPECIAL CONSIDERATIONS: (j' i X7 eoZi Sales Contract Price: Permit Fee: Other: Total Due: o Deposit: < 1iL' ^r':f num ct miVcA 6 IJ .,,4&% Upon Delivery of Material: BUYER'S RIGHT TO CANCEL; Either Seller or Purchaser may cancel this Sales Contract by providing written notice by certified or registered mail. This notice most indicate that the Sales Contract Is cancelled and must be delivered or postmarked before midnight of the third business day after execution of this Sales Contract. The seller may not keep all or any part of the deposit if :his. Sales Contract is cancelled. "BUSINESS DAY" is defined. as all calendar days except Sundays and the legal Holidays set forth in Section 520.61, F.S.A. Executed in three copies, one copy of which was delivered to and receipt is hereby acknowledged by Purchaser. NOTICE TO OWNER: Do not sign this Saps Contract if blank. You are entitled to a copy of this Sales Contract at the time you sign. Keep it to protect your legal rights. This Sales Contract may centain a mortgage or otherwise create a Tien on your property 1 thate° u be fore�c° d on If you do not pay. Be sure you undecsiar d all .y lsions th ' tract before you sign. 1 \ d Purchase Print Name: (')- . Sellers> Print N OFFICE COPY - WHITE FACTORY COPY - YELLOW CUSTOMER COPY - PINK REV 3/07 DADE %2t< Su Lk-IVAN, Litoo 1103 sr Ko-K-41 ASS f/33f3B iv MCY ENGINEERING, INC. GLAZING CONSULTANTS 9110 SUNSET DRIVE. MIAMI, FL 33173 PH: 305.271.0117 FAX 786.573.5083 Mean Roof Height 2010 FLORIDA BUILDING CODE & ASCE 7 -10 IDESIGN LOADS FOR COMPONENTS AND CLADDING DESIGN PRESSURES (PeF) - ZONE 4 IWIND VELOCITY = 175MPH (RISK CATEGORY II) I IMRH =0 -60' I , EXPOSURE :'C" Kd = 0.85 Tributary Area (Sq Ft) 10 15 20 Sri 39 35 40 45 50 40.1 39.0 38.3 37.7 37.2 36.8 36.5 36.2 35.9 - 43.5 -42.4 -41.7 -41.1 - 40.6 -40.2 -39.9 -39.6 -39.3 Mean Roof Height DESIGN PRESSURES (PSF) - ZONE 5 Tributary Area (Sq Ft) 10 15 20 25 30 35 40 45 16 ft 40.6 39.5 38.7 44.0 -42.9 -42.2 -41.6 - 41.1 - 40.7 -40.4 .6 36.3 -40.0 -39.8 0 -15ft 40.1 -53.7 39.0 -51.6 38.3 -50,1 37.7 -48.9 37.2 -48.0 36.8 -47.2 36.5 -46:5 36.2 -45.9 16ft 40.6 -54.3 39.5 -52.2 38.7 -50.7 38.2 -49.5 37.7 -48.5 37.3 -47.7 36.9 -47.0 3•.6 -46.4 -45.8 18ft 41.5 -45.0 40.4 -43.9 39.6 -43.2 39.0 -42.6 38.6 -42.1 38.1 -41.7 37.8 -41.3 37.5 -41.0 37.2 -40.7 18 ft 41.5 -55.6 40.4 -53.4 39.6 -51.9 39.0 -50.6 38.6 -49.7 38.1 -48.8 37.8 -48.1 37.5 -47.5 37.2 -46.9 20 ft 42.5 -46.1 41.3 -44.9 40.6 -44.1 39.9 -43.5 39.4 -43.0 39.0 -42.6 38.6 . -42.2 38.3 -41.9 38.0 -41.6 20 ft 42.5 -56.9 41.3 -54.6 40.6 -53.0 39.9 -51.8 39.4 -50.8 39.0 -49.9 38.6 -49:2 38.3 38.0 -48.0 22 ft 43.2 -46.9 42.1 -45.7 41.3 -44.9 40.6 -44.3 40.1 -43.8 39.7 -43.4 39.3 -43.0 39.0 -42.7 38.7 -42.4 22 ft 43.2 -57.9 42.1 -55.6 41.3 -54.0 40.6 -52.7 40.1 -51.7 39.7 -50.8 39.3 -50.1 39.0 -49.4 -48.8 24 ft 44.0 -47.7 42.8 -46.5 42.0 -45.7 41.4 -45.1 40.8 -44.6 40.4 -44.1 40.0 -43.7 39.7 -43.4 39.4 -43.1 24 ft 44.0 -58.9 42.8 -56.6 42.0 -54.9 41.4 -53.6 40.8 -52.6 40.4 -51.7 40.0 -51.0 39.7 -50.3 39.4 -49.7 26 ft 44.7 -48.5 43.5 -47.3 42.7 -46.5 42.1 -45.9 41.5 -45.3 41.1 -44.9 40.7 -44.5 40.4 -44.1 40.0 -43.8 26 ft 44:7 -59.9 43.5 -57.5 42.7 -55.9 42.1 -54.6 41.5 -53.5 41.1 -52.6 40.7 -51.8 40.4 -51.1 40.0 -50.5 28 ft 45.5 -49.3 44.3 -48.1 43.4 -47.3 42.8 -46.6 42.2 -46.1 41.8 -45.6 41.4 -45.2 41.0 -44.9 40.7 -44.6 28 ft 45.5 -60.9 44.3 -58.5 43.4 -56.8 42.8 -55.5 42.2 -54.4 41.8 -53.5 '41:4 -52.7 41.0 -52.0 40.7 -51.4 30 ft 46.2 -50.2 45.0 -48.9 44.2 -48.1 43.5 -47.4 42.9 -46.9 42.5 -46.4 42.1 -46.0 41.7 -45.6 41.4 -45.3 30 ft 46.2 -61.9 45.0 -59.5 44.2 -57.7 43.5 -56.4 42.9 -55.3 42.5 -54.4 42.1 -53.6 35 ft 47.7 -51.7 46.4 -50.4 45.5 -49.5 44.8 -48.9 44.3 -48.3 43:8 -47.8 43.4 -47.4 43.0 -47.0 42.7 -46.7 35 ft 47.7 -63.8 46.4 -61.3 45.5 -59.5 44.8 -58.1 44.3 -57.0 43.8 -56.0 43.4 -55.2 41.7 43.0 41.4 -52.2 42.7 -53.8 0 ft i 49.1 -53.2 47.8 -51.9 46.9 -51.0 46.1 -50.3 45.6 -49.7 45.1 -49.2 44.6 -48.8 44.3 -48.4 43.9 -48.1 40 ft 49.1 -65.7 47.8 -63.1 46.9 -61.3 46.1 -59.9 45.6 -58.7 45.1 -57.7 44.6 -56.9 44.3 -56.1 43.9 -55.4 15 ft 50.2 -54.5 48.9 -53.2 48.0 -52.2 47.3 -51.5 46.7 -50.9 46.2 -50.4 45.7 -50.0 45.3 -49.6 45.0 -49.3 45 ft 50.2 -67.3 48.9 -64.6 48.0 -62.8 47.3 -61.3 46.7 -60.1 46.2 -59.1 45.7 -58.2 • 45.3 -57.5 45.0 -56.8 50 ft 51.4 -55.8 50.1 -54.4 49.1 -53.5 48.4 -52.7 47.8 -52.1 47.2 -51.6 46.8 -51.2 46.4 -50.8 46.0 -50.4 50 ft 51.4 -68.9 50.1 -66.2 49.1 -64.2 48.4 -62.7 47.8 -61.5 47.2 -60.5 46.8 -59.6 46.4 -58.8 46.0 -58.1 55 ft 52.4 -56.8 51.0 -55.4 50.0 -54.5 49.3 -53.7 48.6 -53.1 48.1 -52.5 47.7 -52:1 47.3 -51.7 46.9 -51.3 55 ft 52.4 -70.1 51.0 -67.4 50.0 -65.4 49.3 -63.9 48.6 -62:6 48.1 -61.6 47.7 -60.7 47.3 -59.9 -59.2 60 ft 53.3 -57.8 51.9 -56.4 50.9 -55.4 50.1 -54.7 49.5 -54.0 49.0 -53.5 48.5 -53.0 48.1 -52.6 47.7 -52.3 60 ft 53.3 -71.4 51.9 -68.6 50.9 -66.6 50.1 -65.0 49.5 -63.8 49.0 -62.7 48.5 -61.8 48.1 -61.0 47.7 -60.2 • INSTRUC 1. TABLES DEFINED USE OF CR 2. FOR S FACTOR 0 3. USE OF 4. TABLES SHALL BE 5. IPENTI CANNOT B: 6. ALWAY' ASSUMPTI 7. CALCU THE SPAN THAN ONE - AREA OF BE USED. TRIBUTAR 8. IDENTIF THE.FIGUR THEi MORE 9. READ O MUNICIP 6 =10 %0 40 OF BUT NOT L USE ZONE FORA MO' FO ONS FOR TABLE USE: GENERAL NOTES: E INTENTED TO DEPICT THE ° WORST CASE' PRESSURES. 'WORST CASE' IS 1. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY THE CRITICAL CONDITION OF ANY UNKNOW VARIABLE AS DESCRIBED BELOW. VALID WHEN SIGNED 8. RAISED SEALED BY YIPING WANG, P.E. CAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. ATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER-DESIGNED BY A USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE AND OTHER 1,18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING ABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE ALID FOR ALL ROOF SLOPES. REDUCTION FOR ROOF SLOPE LESS THAN 1(t VALUE USE IS OFFERED HEREIN. FtFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED THE BUILDING MEAN (AVERAGE ) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER IDENTIFIED, USE PEAK ROOF HEIGHT. APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABIUTY OF THESE TABLE ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. N. 4. DESIGN IS BASED ON THE 3 SECOND GUST ( WIND VELOCITY) FOR A RISK CATEGORY II TE THE TRIBUTARY AREA OF THE OPENING IN QUESTION ( HEIGHT WIDTH) OR ( GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) FOR A RISK CATEGORY III SEPARATE NGTH ( HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS TABLE WITH 186 MPH WILL BE USED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. HIRD THE SPAN LENGTH ( HEIGHT % ) . USE ME AREA BETWEEN STRUCTURAL TOPOGRAF'HIC FACTOR Kzt = 1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR OPENING CANNOT IDENTIFIED, THE MOST CRITICAL ( 10 SQUARE FEET) SHALL HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT ( GCpI = .1-0.18) ENCLOSED BUILDING ONLY. WAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER VERIFY USE OF Kd = 0.85 ( DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. THE ZONE OF THE OPENING AS INTERIOR ( ZONE 4) OR EXTERIOR ( ZONE 5) PER 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE RITICAL ( EXTERIOR) ZONE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS, F POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL OR AFFIRMATIONS ARE INTENDED. %.1r IN ACCORDANCE WITH CODE. PEAK ROOF LEAST HORIZONTAL DIMENSION OR C.A. .42tii MEAN ROOF HEIGHT „NNN ROOF HEIGHT,WHICHEVER IS SMALLER, SS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT, EAVE ROOF Z' * 1\I 0 5983 4. HEIGHT No IF ALL IN QUESTION. CONSULT AN ENGINEER E SPECIFIC INTERPRETATION IF REQUIRED. ana MIAMI-DADE COUNTY] a ISOMETRIC T, 0 WALL ZONE FIGURES "'Wee( saatc0P% Florida Building Code Online Florida l epaitment t Bus'nes Professibial Regulation faintly, Regulate faltlyt BCIS Home Log In I User Registration I Hot Topics Product Approval USER: Public User Page 1 of 2 Submit Surcharge I Stets & Facts Publications I!,FBC Staff Product Approval Menu > Product or Application Search > Aooiicatlon List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL11398 -R2 Revision 2010 Approved Town and Country Industries, 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj @tc- alum.com Tom Johnston tomj @tc- alum.com Thomas B. Johnston 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj @tc- alum.com Shutters Storm Panels BCIS Site Map 1 Links Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ' Evaluation Report - Hardcopy Received Vladimir Knezevich PE -10983 National Accreditation & Management Institute, 12/31/2013 ORLANDO L. BLANCO, P.E. Validation Checklist - Hardc9py Received FL11398 R2 COI 2008 Certlfigate of Independence-FBC- signed.odf Standard ASTM E330 SSTD -12 TAS 201 TAS 202 TAS 203 Year 2002 1999 1994 1994 1994 http: / /www.floridabuilding .org/pr /pr_app_dtl. aspx ?param= wGEVXQwtDgv1L5K15 S W1d8... 8/3/2012 Florida Building Code Online Florida Cepartmentc Busines Professial Regulation Licensee tientty. qulatcfslrEy. BCIS Home 1, Log In User Registration 1 Hot Topics Product Approval USER: Public User Page 1 of 2 Submit Surcharge 1 Stats & Facts 1 Publications 1 FBC Staff } BCIS Site Map i Links € Search 1 Product Approval Menu > Product or Application Search > Aooliration List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date. Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL11398 -R2 Revision 2010 Approved Town and Country Industries, 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj @tc- alum.com Tom Johnston tomj @tc- alum.com Thomas B. Johnston 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj @tc- alum.com Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Vladimir Knezevich PE -10983 National Accreditation & Management Institute, 12/31/2013 ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcppy Received FL1139S R2 COI 2008 Certificate of Independence-FBC - signed.pdf Standard ASTM E330 SSTD -12 TAS 201 TAS 202 TAS 203 Year 2002 1999 1994 1994 1994 http: / /www.floridabuilding. org/pr /pr_app_dtl. aspx ?param= wGEVXQwtDgvjL5K 15 S W1d8... 8/3/2012 Florida Building Code Online Florida Departrnentl Bus'nes ) Protessit a Regulation licenseetfeigily. Regulate Wily, Page 1 of 2 Log In I User Registration I Hot Topics j Submit Surcharge i Stets & Facts j Publications Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL11398 -R2 Revision 2010 Approved Town and Country Industries, 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj @tc- alum.com Tom Johnston tomj @tc- aium.com Thomas B. Johnston 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Shutters Storm Panels BUS Site Map I Links Search Evaluation Report from a Florid; Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Vladimir Knezevich PE -10983 National Accreditation & Management Institute, 12/31/2013 ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received FL11398 R2 COI 2008 Certificate of Independence -FBC- signed.odf - Standard ASTM E330 SSTD -12 TAS 201 TAS 202 TAS 203 Year 2002 1999 1994 1994 1994 http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param =wGEVXQwtDgvlL5K15SWld8... 8/3/2012 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 04/26/2012 06/18/2012 05/06/2012 06/20/2012 Page 2 of 2 Summary of Products FL # Model, Number or Name Description 11398.1 .040 - .050 -.060 STORMLOCS PANEL 2" X 12" ALUMINUM CI9RREGATED STORM PANEL Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: REFERENCE SPAN CHARTS IN INSTALLATION DRAWINGS. Installation Instructions FL11398 R2 II 08 -353 (05 -350) FL 2250 Alum 040 050 060 W Seek:All 6 Pagesl.pdf Verified By: VLADIMIR KNEZEVICH PE -10983 Created by Independent Third Party: Yes Evaluation Reports FL11398 R2 AE 11398.pdf FL11398 R2 AE EvajuatIon 11398 NHVHZ signed 9- 10 -2008. odf Created by Independent Third Party: Yes 2" X 12" HVHZ ALUMINUM PANEL Installation Instructions FL11398 R2 II 12 -1'42 050 .Ddf 11398.2 050 HVHZALUMINUM STORMLOCS PANEL Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: SEE SPAN /PRESSURE CHARTS ON PAGE 6 Verified By: V JOHN INEZEVICH PE 10983 Created by Independ ,nt Third Party: Yes Evaluation Reports F141398 R2 AE 050 HVHZ Evaluation 2010.Ddf Created by Independent Third Party: Yes 11398.3 0615 HVHZ STORMLOCS PANEL 2" X 12" ALUMINUM STORM PANEL Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: SEE SPAN /PRESSURE CHART PAGE 6 Installation Instructions FL11398 R2 II 12 -129 0615.pdf Verified By: V JOHN KNEZEVICH PE 10983 Created by Independent Third Party: Yes Evaluation Reports FL11398 R2 AE 061, HVHZ Evaluation 2010.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone* 850 -487 -1824 The State of Florida is an AA/EEO employer. 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Product Approval Accepts: http : / /www.floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDgvL5K15SW1d8... 8/3/2012 0.050" ALUMINUM STORM PANEL FOR USE OUTSIDE THE HVHZ AND ESSENTIAL FACITILIES KEYHOLE PUNCH DETAIL ALTERNATIVE HOLE MA. OF 5/8" IS ACCEPTABLE. UNLIMITED WIDTH (PERIL. TO PANEL SPAN) 12° MAX. ON CENTER PANEL ATTACHMENT TO MOUNTING HARDWARE OR DIRECT MOUNT. I� 'Y NOTE: TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING. MOUNTING HARDWARE MUST BE ROLL- FORMED TO THE RADIUS; NO NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES I5 ALLOWED. TYPICAL ELEVATION WITH C1ALUMINUM PANELS ONLY N.T.S. EXTERIOR ELEV HURRICANE PROTECTION GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 2. N0 33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3 POg7ITIVE AND NEGATIVE DESIGN PRESSURES CGAOL�CULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE AAOSR V OgR-NIT PM 08f�7SpI7Gt AFIrtgSHA C 116E99 00VA0LUES 10 TL® EI0 DBN CYUO�A06 55-54411 . SA061 DETERMINED 1110061 OR IN TO THE 4. DLLSICESSURES NOTED HEREIN ARE E1996-09. .ir ri AB EEJ BY BE I OGEN)1E0 UNLESS 4 fTH BASED • FROM GLAZING INNG RLRl'fY H , 104CC JURISDICTION. (31t77114STM R. CONDITIONS HIFFFEEREENTT PROM TE C TIONS AT Dl D HEREPN LENSED ENGINEER 0* REGISTERED A ARCHITECT C H 5E IN .PA68. PERMIT HOLDER 11.060 E CAN ADEQUACY O• F THE S jT NG STRICTURES 10 WI STHSTAND SUPERIMPOSED LOADS. BRICK VENEER PER ASTM C62 (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER ANY APPLICABLE LOADS TO THE EXISTING HOST STRUCTURE. 9. ALUMINUM STORM PANELS SHALL BE 5052 -934 OR 3004 -H34 ALUMINUM ALLOY TESTED THICKNESS 0.0497. 10. ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY TRANSPARENT PROTECTION SYSTEMS, Inc. 100 o SYNTHETIC T ERMOPLAA.STIC PPOLYMER RESIN WITH S A�BIILIZED} 8.0.100° YCA TENSILE STRENGTH Fy =8 9 8 6151, FLEXURAL 0t2 STRENGTH , LL EXTRUSIONS S *110E FLEXURAL 1 ALLOY, UNLESS NOTED OTHERWISE. ALL TOLERANCES SHALL BE IN ACCORDANCE WITH A011 2005.. _ CONDITIONS VE14.° v ROLL B PE LL(.Y NEKLPLA EEDMWITH LABELS SPACED NOT MO E N EVERY THEE UNREAL FEET PER MOUNTED 061. 14. PANELS SHALL: BE PE LY LMEL AND SHALL FACE THE EXTERIOR AS PRESCRIBED IN THE ABOVE - NOTED: BUILDING CODE AND CONTAIN AT LEAST THE FOLLOWING: TOWN & COUNTRY INDUSTRIES RT. LAUDERDALE, PL FLORIDA ASTM Rt & PRODUCT APPROVAL LEVEL AL NUMBER 4115. WWIITH BOLTS MINIMUM 1107 SHALL ANC COATED 33T� UNLESS OTHERWISE NOTED HEREIN- OR 2024 -76 ALUMINUM 16• ALL DISSIMILAR MATERIALS SHALL INSULATED TO VREVENT ELECTROLYSIS AS PRESCRIBED IN THE ABOVE-NOTED BUILDING CODE. ALLOWABLE ALUMINUM TABLE/ SPAN SCHEDULE MOTH PANELS ONLY) PANEL ALLOWABLE DESIGN. SPAN PRESSURE 1441 a 33.9 PSF - 39.0 PSF 1381 *35.9 PEE - 38.1 PSF t *39.3 PSF -41.7 PSF 126" *43.1 PSF - 45.7 PSF 120° a47.6696 - 59.4 P56 114" a 52.7PS8 •59.9 PSF 188° _._. .... ., .6 a 95.7 PSF 22 (3F 5 - 82. 102" .60.01.56 -69.8 PSF 80" a74311SF •755 PSF 60" a 80.9 PSF -80.0 PAW 64' a 85.7 PSF - 88.713E 78° a92.3608 - -02.3 PSF 72° a 190.0 PSF -100.0 PSF 86" • 108.1 PSF -1991 P3F 60° a 1200 PSF -120.0 686 TABLE 1 NOTES • LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT FERMI I 1 tU. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. • DESIGN PRESSURES NOTED IN TABLE 1 APPLY TO ALL MOUNTING AND ANCHORAGE CONDITIONS -AND SHALL NOT BE EXCEEDED. MAX PANEL SPAN PER TABLE 1 5 81' n• OPTIONAL HORIZONTAL MOUNT 1 N.TS. EXTERIOR 61E0 1.44.4!8°. 6.00" (COVERAGE) f- 2.00' -t 0.0495 1.00` E1.or 0.0495 6.00" I &00° } -}3 07' 14:375• (TOTAL'WIIITH) ...:._ ....... .........., ...._._ :...:I. 0 ALUMINUM STORM PANEL 0.095 8- 0.062° -2.250°- 0.095" 0.062 2° 0.06 -4- 03 "U" HEADER 0.062" 0.062° -I- 2.06^' "H" HEADER 1', 2° OR 3 °~ 090° 5 0.375" 0.465 " TII 0.188" -41- 2.250 ° - 0.094° 1.17" 41.oT} -s° 8332" HALF PANEL ALUMINUM HALF STORN PANEL NOTE: KALE STORM PANELS9Alt ONLY 02 USED AS AN END PANEL TO CLOSE THE REMA1N616 OPENTT 01 THAT MAY OR LESS THAN FUU. PANEL MN>T31 MAX. - S.238' x.120" 0.094° 0.094" 10.375' ! 0.125"1- 1/4- 2063/4 KNURLED STUDS W/ WINGNUTS SPACED AT 12° 0.C. (DIRECTION MAY BE REVERSED) 0.125' 1.000° - 1/4 -20 SQ./HEX HEAD BOLT STUDS W/ WINGNUTS SPACED AT 12' OC 0.378° x.188" .10.315" j0.46S4 ° (D BUILD-OUT 0.069" i oI°as°T 0.05' 064 3 ALLOY JWASHER WINGNUT NON - RECESSED FLAT SURFACE TYPE ONLY 0.25' 0.125° 0.090° Ij (TYP) Tr 0.873" 563° 0.313° 0.30'4 KEYHOLE WASHER 11) 1/4 -20 SQ. /HEX 20 GA. GAL v. STEEL R =.039'7 GRADE 40 GR 0050' ALUM ALLOY 62004 -NSA> BUXLD-OUT 'U"' HEADER 1/4-20 SQ./HEX HEAD BOLT STUDS W/ WINGNUTS SPACED AT 12° OC 0 "F° TRACK T 10111 \1\ l' 0,190 " -)1- In 0.090" (TYP. ®4 STUD ANGLE SEE COTAPONEMY NOTES 1/4 -20 SQ./HEX HEAD BOLT STUDS t-- 2.200 " -T W/ W]NGNUTS SPACED AT 12" OC (LEG DIRECTION MAY BE REVERSED) O "F" ANGLE TRACK COMPONENT NOTES ANCH06 HEADS MUST NOT INTERFERE WITH INSTALLATION OF THE PANEL. ANCHORS SHALL NOT BE INSTALLED MORE THAN 3' FROM END OF EXTRUSIONS. IF ANCHORS MUST BE MOVED TO FACILITATE INSTALLATION OF THE PANEL, ANCHOR SCHEDULE REQUIREMENTS SUCH AS CENTERLINE DISTANCES, EMBEDMENT, EDGE DISTANCE, ETC MUST BE MAINTAINED. HEAD BOLT tit @ 1/4- 20.310 SS MACHINE BOLT W /NUT 0.091°- - N g RN 1.044 r, MINIMUM1 Z" LEG r 12' PANEL COVERAGE 15 1/4" MAX TOTAL PANEL WIDTH POLYCARBONATE STORM PANEL 1/4- 2263/4 KNURLED STUDS W/ WINGNUTS SPACED AT 12° O.C. (DIRECTION MAY BE REVERSED) 0.091° r 1/4- 2053/4 KNURLED STUDS WI WINGNUTS SPACED AT 12' O.C. (DIRECTION MAY BE REVERSED) z_ X 0.091" ' _.. 0.091 1.000' .632° LEG ® STUD ANGLE SEE COUPD.014? NOTES 0 STUD ANGLE SEE 0010PONENT NOTES 4° x0.125° ®TUBE +111731.1 13 #14x3/4 316 SS SDS /SMS SCREW 1/4 -20 SIDEWALK BOLT 11ll\11111t\I% 1/4 -20 TRUSS HEAD BOLT REOUIOES USE. OF KEYHOLE 2ASHER IN DIRECT WONT APPUCITIONS LBOMOOPP 11 -TCM -0003 02 P4ITE m l EXISTING HOST STRUCTURE CONNECTION TYPE C2 ANCHOR PER ANCHOR SCHEDULE 0.327" MAX- ify° MAX EXISTING HOST STRUCTURE CONNECTION TYPE C2 ANCHOR PER ANCHOR SCHEDULE 0.437° EXISTING HOST STRUCTURE GLASS SEPARATION NOT REQUIRED PER ASTM E1996-09 ® °H° MOUNT SECTION GLASS SEPARATION NOT REQUIRED PER ASTM 01926 -09 aS SEPARATION NOT REQUIRED PER ASTM 01996 -09 0 BUILD -OUT "U" MOUNT SECTION ALT. LEG DIRECTION CONNECTION TYPE C3 ANCHOR PER maim SCHEDULE GLASS SEPARATION -NOT REQUIRED PER ASTM 01996.09 ALT. LEG DIRECTION CONNECTION TYPE C3 ANCHOR PER 000H00 SCHEDULE GLASS SEPARATION NOT REQUIRED PER ASTM 01996 -09 ®ALT. BUILD -OUT "U° MOUNT SECTION GLASS SEPARATION' NOT REQUIRED PER ASTM 07996 -09 4 EXISTING HOST STRUCTURE 1/4-20X3/4 KNURLED STUDS SPACED 12' O.C. MAX EXISTING HOST STRUCTURE EXISTING !. CONNECTION TYPE C7 \ HOST ANCHOR PER ANCHOR STRUCTURE CONNECTION TYPE Cl SCHEDULE) ANCHOR PER ANCHOR SCHEDULE ®STUD ANGLE WALL MOUNT SECTION CONNECTION TYPE C2 ANCHOR PER ANCHOR SCHEDULE CONNECTION TYPE C3 ANCHOR PER ANCHOR SCHEDULE OE BUILD -OUT "F" TRACK SECTION' EXISTING HOST STRUCTURE CONNECTION TYPE C4 ANCHOR PER ANCHOR SCHEDULE CONNECTION TYPE CL ANCHOR PER ANCHOR SCHEDULE. FASTEN @ 6° O.C. OR 12° O.G. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. KEYHOLE WASHER REQUIRED IF ANCHORED WITH TRUSS HEAD BOLT. °DIRECT MOUNT SECTION GLASS SEPARATION NOT REQUIRED PER ASTM 01996 -09 . MAX 4 LOG DIRECTION MAY a BE REVERSED 0 J 4 O. CONNECTION TYPO 04 g ANCHOR PER ANCHOR SCHEDULE ALT. LEG DIRECTION CONNECTION TYPE C2 ANCHOR PER ANCHOR SCHEDULE) GLASS SEPARATION NOT REQUIRED PER ASTM 01996-09 °F" TRACK MOUNT SECTION OH TRAP "U° HEADER SECTION EXISTING HOST STRUCTURE ()TRAP STUD ANGLE SECTION J GLASS SEPARATION NOT REQUIRED PER ASTM 61996 -09 CONNECTION TYPE C4 ANCHOR PER ANCHOR SCEIEIULE EXISTING HOST STRUCTURE Pr ANGLE TRACK MOUNT SECTION GLASS SEPARATION NOT REQUIRED PER ASTM 61996 -09 g gi EXISTING WOOD STUDS SPACED 1 @24° 0.0 MAX .t s.42.wN, CONNECTION TYPE C3 ANCHOR PER ANCHOR SCHEDULE EXISTING HOST STRUCTURE 1"x4 °x.0.125' 6063 T6 ALUMINUM TUBE OR 2°X6" PT WOOD BEAM. WHERE BEAM EXTENDS MORE THAN 6" OVER LAST STUD, EXTEND BEAM TO NEXT STUD © ®@ 4° O.C, MAX (2) 614 WOOD SPEWS OR W LAG SCREWS WITH r EMBEDMENT 31 MINIMUM EDGE DISTANCE AND 1.3/4° MINIMUM END DISTANCE TO G =0.42 MINIMUM WOOD STUDS SPACED 24" O.C. MAX. ® STUD ANGLE BUILD -OUT MOUNT SECTION INTO STUD WALL GLASS SEPARATION NOT REQUIRED PER ASTM E1996-09 511t'1A1�cNIli 6° 0.0 MAX ALT. LEG DIRECTION CONNECTION TYPE CS ANOCOR PER ANCHOR SCHEDULE (D REVERSE "F" ANGLE TRACK MOUNT SECTION AIR GAP BRICK VENEER PER ASTM C62 ITEM 613 @ 12° 0.0 MAX. IN BETWEEN TRUSSES, COINCIDENT WITH ANCHOR ROW CENTERLINE EXISTING WOOD TRUSS OR RAFTER @ 24° 0.C. MAX (G=0.42 MIN). CONNECTION TYPE C2 ANCHOR PER ANC.TIOR SCHEDULE 0.437° MAX 2°xS°x1/6°x CONT. 6063 -T6 ALUM. ALLOY ANGLE WITH (3) 1/4"6 LAG SCREWS WITH r MIN. EIHBE15 INTO WOOD @ EACH RAFTER OR TRUSS, 24° O.C. MAX. WITH 1-3 MIN. END DI5T. AND 3/4° MIN. DIST..WHERE ANGLE EXTENDS THAN 6° BEYOND LAST TRUSS, ANGLE TO NEXT TRUSS. GLASS SEPARATION NOT REQUIRED PER ASTM 61996 -09 EXISTING HOST STRUCTURE GLASS SEPARATION / NOT REQUIRED PER J ASIM 11996 -09 0"U" HEADER BUILD -OUT THROUGH VENEER OVER STRUCTURAL BASE SECTION EXISTING WOOD ORSTUcCO PING MATERIAL 8'.40 MAX PANEL SPAN MAX DESIGN PRESSURES: TO 0 =0.42 WOOD: +/- 63 PSF TO G =O.SS WOOD: +/- 70 PSF ©CEILING MOUNT /BUILD -OUT SECTION GLASS SEPARATION NOT REQUIRED PER ASTM 61996-09 AIR GAP - BRICK VENEER PER ASTM C62 CONNECTION TYPE C2' ANCHOR PER ANCHOR SCHEDULE 8 (D DIRECT MOUNT THROUGH VENEER OVER STRUCTURAL BASE SECTION 11.-TCM -0003. 102 re EXISTING HOST STRICTURE BRICK VENEER PER ASTM C62 CONNECTION TVPE C1 ANCHOR PER ANCHOR SCHEDULE CONNECTION TYPE Cl ANCHOR PER ANCHOR. £ SCHEDULE GLASS SEPARATION NOT REQUIRED PER ASTM 61996 -09 © STUD ANGLE THROUGH VENEER OVER STRUCTURAL BASE SECTION ALUMINUM ANGLE CLOSURE PIECE: 1 °x2" MIN, 1"x5° MAX, 0.0625° MIN. THICKNESS. u4- 20X3/4 KNURLED STUDS SPACED 12° O.C. MAX GLASS SEPARATION NOT REQUIRED PER ASTM 61996-09 ALT. LEG DIRECTION CONNECUON TYPE C3 ANCHOR PER ANCHOR SCHEDULE 0.437° MAX EXISTING HOST STRUCTURE AIR GAP . BRICK VENEER PER ASTM C62 CONNECTION TYPE C3 ANCHOR PER ANCHOR SCHEDULE BUILD -OUT "P" TRACK THROUGH VENEER OVER STRUCTURAL BASE SECTION EXISTING HOST STRUCTURE 0 TRAP MOUNT CLOSURE DETAIL 1/4" MAX ALUMINUM ANGLE CLOSURE — PIECE: 1 "x2" MIN, 1°x5" MAX, 0.0625° MIN. THICKNESS. BUILD -OUT ./ DISTANCE @ 24' GC EXISTING HOST STRUCTURE WALL MOUNT CLOSURE DETAIL ALUMINUM ANGLE CLOSURE PIECE: 1"x2" MIN, 1'x5` MAX, 0.0625' MIN. THICKNESS. % 1/4' \'..c MAN. @ 24' SC EXISTING HOST STRUCTURE ANY ANCHOR PER ANCHOR SCHEDULE, SPACED 24" O.C. MAX FOR DESIGN PRESSURES 6 62 ASP, 12" O.C. MAX FOR DESIGN PRESSURES > 62 PSF AND 6 115 PSF, 10" O.C. MAX FOR DESIGN PRESSURES > 115 PSF. ® BUILD -OUT MOUNT CLOSURE DETAIL ALTERNATE CLOSURE DETAIL 4' CORNER ANGLE: 0.050' 3004 -H34, 3003 -914, OR 5052 -4134 ALUMINUM; VO CORNER ANGLE DETAIL OR 20 GA GAL)/ A36 STEEL PUNCH 3x1" HOLES IN ADJACENT PANELS T6) RECEIVE THIS BOLT W/ PM NUT. PLACE MAO. OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROt4 WALL MOUNTED SkrxV STUDDED ANGLE V-20 x j MACHINE SCREW STUD WITH WASHERED WINGNUT elr (CONNECTS TO ADJACENT PANEL) EXISTING HOST STRUCTURE 1/4-20)13/4 KNURLED STUDS WI WINGNUTS SPACED AT 12" 0.C. CONNECTION TYPE CI ANCHOR PER ANCHOR SCHEDULE 5' LONG HANDLE RIVETED TO PANEL a r0 r214"x1V WIDE NOTCH (TYP. BOTH SIDES) 1°1 r f-r 1/4" WALL MOUNTED S'xna" STUDDED ANGLE 0 INTERIOR FASTENING ANGLE ASSEMBLY THESE DETAILS DEPICT THE CONNECTION OF ANY PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INsme, USE 01 111555 DETAILS SHALL SE IN CONJUNCTION WITH AN °H° HEADER OR °IP HEADER TOP MOUNT. VD HOLE FOR FASTENING PANEL 2 0:076231angLIMARDOP.E. 11-TCM-0003 102 PolittntigaMn UNuNTIED WIDTH (PERP. TO PANEL SPAN) 12° MAX. ON CENTER PANEL ATTACHMENT TO MOUNTING. HARDWARE OR DIRECT MOtM7T.- POLYCARBONATE PANELS FASTENED TO ADJACENT STORM PANELS WITH V4-20 SIDEWALK BOLT AND WASHES WINOUT AT MIDSPAN, TYPICAL ALLOWABLE DESIGN PRESSURES WITH ALTERNATING ALUMINUM AND POLYCARBONATE PANELS NOTES_ 1, TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING. MOUNTING HARDWARE MUST BE ROLL- FORMED TO THE RADIUS; NO NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS ALLOWED. 2. STORM PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY. 3. ALUMINUM AND POLYCARBONATE PANELS SHALL ALTERNATE. 4. END PANELS SHALL BE ALUMINUM PANELS ONLY. TYPICAL ELEVATION WITH ALTERNATING a7 ALUMINUM AND POLYCARBONATE PANELS N.T.S, _ EXTERIOR ELEV INTERIOR GLASS SEPARATION NOT REQUIRED PER ASTM E1996 -09 +55 PSF -58 PSF NOTE: ANY INSTALLATION WITH ALTERNATING ALUMINUM AND POLYCARBONATE PANELS SHALL NOT EXCEED THESE DESIGN PRESSURES. END PANELS SHALL BE ALUMINUM PANEL S OM." POLYCARBONATE PANELS FASTENED TO ADJACENT STORM PANELS WITH kz "•20 SIDEWALK BOLT AND WASHFRED WINGUT AT MIDSPAN, TYPICAL. r 1 m EXTERIOR f TYPICAL SECTION WITH ALTERNATING QALUMINUM AND POLYCARBONATE PANELS N,T.S. HORIZ SECTION POLYCARBONATE PANELS FAS 1CNED 10 ADJACENT STORM PANELS WITH W -20 SIDEWALK BOLT AND WASHERED WINGUT AT MIDEPAN, TYPICAL. ANCHOR SCHEDULES: (SEE SHEET 9 FOR ANCHOR NOTES). i-i AN LOAD ( EDGE DISTANCES AS OOT19) Spans Up To 5-0" Spans 1M To 9,0° Spats . Up To 12'-0" C5. CONN TYPE CS i Ea ! C3 ` C 4 1 C5 CONN TYPE CI 1 C2; C3 C4 C5 CONN C1. C2 TYRE C3 i C4 1/4" LAG SCREW OR HANGER 1/4' ITWTAPCON WITS# 33 36.0"116.0" 160"'160" :16,0° 16.0'.160 1.6.6" 16.0"'16,0" 16.0" !16.0" 16,0".`13.5" 16.0" 16,0":16,0'-116.0'11.0" - 16.0"16.6" 1 -3/4 ". EMBED AND 2.1/2 .. 48.. 16.0" -;160' .160".166"164' 16:0".36.0"'16:0" 122'_36,0" 160" 164° 16:0", 8.9" 13.3" 4.6.110.7" NON: EDGE DISTANCE (3192 62 16.0.116.0.1.6.0"1.6.17 16.0°;16.0°:16.0" 9.2" -14,1" 16,0"'11.0" 16.0'; 6.8" 6.5" 160 :15.9" 164.1 4,1 .13.6 11.8` 68" '11.8" 5.0 p6 M484CONCRETE) 76 16.0°;16.0":16.0"'14.1 ": 16.0" 16.W:12.4 "'16.0° 7.4" - 9.7' 34,4 ": 64" 14:4 °i 5.5° 6.2" 105 °��'1111y 90 16.0"160° 16,0 ""11.7"1360" 360": 4.8" 16.0' 62" 7.4" 12.2"; 6.8" 11.4', 4.6" 4.9" 9,2"i5.2"8.6' - ''t'Y " 105 16.0"116.0"16.0". 16.11': 9,9' 16.0" 13.9" 60" 139" 5.3" : 5.9" 10.411' 5,6" 9.1" 33" 44" 16.0°'160°(16.0", 6.2"!16.0° 16.0 "'!16.0" 16.0"'16.0"116.0" 120 180°1151 16.0' : 8.5" 12.3° 122" 6 8" 111.4" 4.6" . 49" 8.l'-4.8" - 7,7' 3.4" 3.4" PENETRATION 1/4° ELCD ULTRAC0t4 WITH 33 16.0":16.9 160";16.!";16.0" 16.17:16.0" ' 16.0" 16.0" 16.0"' 160":160" 160"13.7 °' 160" 16.0"' 16.0°;16.0°:6.5° ;16.0" 1.3/4' 6M9ED AND 2 -112" _48 16.0.'16.0" ' 16.0",16.0"116.0. 16.0°!160"' 164° 12.4 °' 360" 160"' 13.9' 16.0"; 9.0° 115" 8.7" 52" 8.7" MW. EDGE DISTANCE 2700 ( 62 16.0" ;160''160" :16.0°'16.0' 16.0" 34.6 ";160" 9,3°'12.5' 15.3". 9,6" 153" 6:8"- 7.3" 2.4" 3.1" psi MIN CONCRETE) 76 160";16.0 16,0":14,4 116.0" 16.0".10.8° 1160" 73" ; 8.4" 12.5 ; 73" 12.5" 5.5° 5.4° 4.9" 2.6" 1 4.1" 1/0 /2_1" 16.0" 9.2 15.4" 4.8" 6.7" 14.2" 1 7.6. 1124" 4.1' : 5.4" 90 180"!160 16.0"111.8" 160" 14.1", 8.5"'14.1° 62' : 6.4" 106.1 5.9" 9,9 "' 4.6" 44.3' 160":160;16.0° i 68"; I6.0" 160"; 92" 154 ";4.8":6.7° " "''i''1 105 154 `160 16.0"10.0" 13.9" 12,1 7.0" 12.1" 5X 1 5:1" 90" 1.1.91' 7.9" % % %/ii% 79" 4:2" 6,7° %f! 4, 120 160";131 16.0 "! 8.6"'10.6" 10:6" 5,9° 9.9" 46" 4.3" 1/4'E103 PANEMA1E 33 160"360° 16.0":16.0°,160" 166" -164" 16.0" 16.0" 16.6" 16.0.1164° 164"'13.6" 160" 16.0" 16.0°116.0" 7.5" :16 0° 11.5"' 7:4° 11.5" -: 3.9° 1 5.8" (PEI4ALE. MALE, or PL 11S) W/ 2 MIN -EMBED AND 2- 48 16.1 ;16.0" 1637 16.0':160" 16.0° :263" 16.0° 123 ":16.0" 16.0" :160"- 16.0"! 9.1° 13,2' * ps1 EDGE D STANCE (3350 PO MIN CONC) 62 16.0"116.0" 16.0":160°;160' 16.0";160" 16.0" 94 ":14.0" 160';13.8 "'160"16.9" 14.3 "' 54' 8.4" 76 164°;164" 164" 114.5' 16,0" 166"112.3" 160" 7.5" - 9.7" 143" &4" 6.2" 1 -3/4° MIN EMBED AND 48 90 160"'160" 180",134"136.0° 16.0". 4.8" 16.0" 63"!7.4" 123' 6.7' 133"14.7° 4.9" * _f II An."'"'ll> 105 16,0"160" 160" 10.1 "15,9" 13.8"' 13.8' Sa :5.9" 10.4 5.6" 9.1" : 4.0" 4,0" 5.6'1 3.4 ' 5.6° , // 45° " / 45" r'/ / i .__ 120 16.0"150' 160 87' 322" 12.3 6,7° 13.3" 47":4.9" 91 49° 7.6° /,,t 4.2^ /4 3,4° /,5 1/4" 1119 5AMPWS 5SC W/ 33 16.0" -160" 16.0. 16.0 116.0" 16.0"'16.0" -16.0° 16.0";16.6" 16.r ;16.0" 160" 16.0" 16.0" P' 3.114' MIN EMBED AND 48 164" 164" 16.0';164° 16.0" 16.0" 16.0"' 160" 16.0"! 160" 16.0" 116.6° 16.0" 11.7' 16.0" 2 -1/2' MIN. EDGE DISTANCE 62 160` 16.0":16.0";16.0"16.0" 16.0°! 16.0"' 16.0" 12.1 "16.0" 16.0" 115.6" 36.0" 8.9" 12.0" (3295 PN MIN CONCRETE) 76 16.0":16.0" 160"'160 "16.0" 16.0" 16.0"'16.0" 9.7 ":33.8" 160",11,9" 160"' 7.2° 8.8" 90 16,0",16.0" 16.0°:'15.3"`16.0" 16.0" 13.9"'16.0" 8.1" 1.10,5" 16.0 "! 9.6" 16.0" 6.0" 6.9" * 105 16.0" 16.0" 160" .12.9''16.0" 160' 114" 16.0° 69" 1 8.4" 14,0' : 8.0" 13.0" 5.1° 5.7" 120 16.0":16.0° 16,0"'112°:160" 16.0" 96" 16.0" 6.0".6.9" 12.9" 6.8" 109"' 4.5° 4.8° 1/4.20 ALL POINTS SOLID. 33 16.0" 16.0" 16.0"' 160" 18.0" 16.0 16.0";16.0" 16.0"' 160" 16.0" 16.0" 16.0"' 12.8" 16.0" SET WITH 7/8" MIN EMBED 48 16.0" 16.0 "' 160 ": 160"'.16.0" 16,0".16.0,16.0" 11.6 "' 16.0" 16.0":12.6" 16.0" 8.4° 10,4" AND 2" MIN. EDGE DISTANCE 62 16,0":56,0"!10.0"!16.0"16.0° 16.0' : 13.2 "1160° 67' 31,0" 13.8"; 8.6" 13.8"' 6.3" 6.6" (3000 PSI MIN CONCRETE) 76 16.0' 169 16.0": 13.4" 16.0" 15.0' - 97° :15.0- 69" 7,6" 11.3 ". 6.6" 11.3"' 5.1° 4,4" * 1=cDi 90 16.0" I60 16.0" 11.0° 160" 16,0'14,6'16,0':9.3'-12,S'10,9"6,3":10,9" 12.7° 77":12,7" 5.8" 5,8° 9.5" 5.3" 89" - 4.3" 34" . 105 49" , 4,6" 82° 4.4" 72" ; 3.6° 3.1° 120 16.0" 11.8":16.0" 83" ' 96" 95" 53° : 8.9° 43 3.8° 7,1" . 3.8" 6.0" ' 3.2" %y /4, 1 /4 "POWERSTAPPERWTTN 33 16.0"16.0" 180°:16.0°.16.0" 16.0" 160"116.0" 159':16.0" 160°'16.0" 16.0' - 1.15' 16,0° 1 -3/4° MIN EMBED AND 3" 48 160"'_16.0' 160 16,0"16.0" 16.0" 160 :16.0" 106 ";160" 158":11,1" 158".7.7" 9.2" MW. EDGE DISTANCE (3000 62 56.0"16.0 it6 0",15.3° 160" 16,0' 11.7"':16.0" 8.0" : 9,8° 12.3"' 7,7' 323"! 5.8" 5.9" psi MW CONCRETE) 76 160"'16.0":16.0"'12.3:16.0' 13.3' 8.6" 13.3" 64' : 6.7" 10.0 ": 5.8" 104"; 4.7° 43" 90 16.0".16.0 16.0"'10,3 160" 113 ".68°;11.3" 53:5.1" 8.4" 4.7" 79" 3.9" 33.444" 105 160":-12.4 116.6°: 8.5':it1" 9.7"'54".9.6" 4.5" 4,1"- 72"13.9" 6.4" 33/ 120 15. 10.5" .15.2" 73° 1 8.5 2" 8.4" 4.7' : 7.9" 3.9° : 3,4" 5.3" : 3.3" 53" �// / % r Br ' . ANCHOR 1,OAD ......_ 3/4° MIN EDGE DISTANCE $Pons Up To 5'-0" Spans Up T4 9,0" swots Up To 12'43" •GYi1"©'090 - CE C2 C3 : C4 1 C5 - -- 20915 095 C1 02 C3 C4 C5 -- CONN '8?° C1 : C2 1 C3 i C4 i CS MOTOR 33 1/4" LAG SCREW OR HANGER 33 16.0"116.0 180":15.9"!16.0" 16,0" 160":15.0° 89"16.0" 16.0 ":16.0°160"! 6,6"- 116.0" 160°116.0" 16,0" -- 92 °,16.0" BOLT WITH 1,5' MIN THREAD 48 16,0":16,0'-116.0'11.0" - 16.0"16.6" - 16.0;16.0" 6.0"16.0 "160" - 12.2 "56,0" 4.4 "110.1" 16.0°`14.4 °!16.0`' 3.9" ;12.0" PENETRATION 62 16.0°116.0°116.0" ! 8.5" • 16.0".12,8":16.0" 4.6.110.7" 13,4 "i 8.4" 13.4" 3.4" 6.4" 14,6" 82 13.7" 42' : 5.9" •Sp 76 16.0" -160 60 6.9 "- 360146"94 1140" 37 74 '' 104 64 ".10.9" I 2.7 ", 4.7" 160 :15.9" 164.1 4,1 .13.6 11.8` 68" '11.8" 5.0 90 150"162,16.0- : 5,7.168 12.5:75"'123" 31 .58" 9.r 52 2.3,3.7" 7.8" 41 1 6.5 " nv * 105 16.0" 14,3 16.5" ; 49" 12,2 10,6" 6.3 10,5" 2.6" : n5" 7.9" 4 3" ! 7.0" ' 2,0" 1 3.0" c 16.0"'. 16.0 ";16.0`: 15.1';16.0" 164 "'160" :160"; 8.3" ;160" 120 16.0 ":11.5 160":42" 93" 9,2"i5.2"8.6' 2.3 3.7' 6.9" 3.7 ; 5.8" / /l%. 2.6" 142' 9.3" :14.8" 4.6" 1 7.1" 414 WOOD 5059W ORSMS 33 16.0":16.0 ".160 "-15,1 "116,0" 16.0"16.0 ":16.0" 86° 116.0" 16.0°'160°(16.0", 6.2"!16.0° 16.0 "'!16.0" 16.0"'16.0"116.0" WITH 1.5" MIN. THREAD 48 16,0"16,0"!16.0"!30.4 "'16.0" 16.0^;14.0":16.0" 5,6" -13,8" 12,2"' 82'112.2 "! 4.1" 7.1" 5 PENETRATION 62 16.0"' 16.4 ;16.0" 8,0" ' 16.0" 12.6" i 9,0° 12,5" 43" : 73" 9.4" 5.9" 1 9.4" ; 3.1" : 45" 105 20,2" 5,7° ' 9.6. 4.1" 76 16.0"' 16.0°;16.0°:6.5° ;16.0" 10,2°- 6.6" ;10.2" 3.4" . 52" 7.7' 45° i 7.7" ! 23" 1 3.3" 16.0"I16.0" ; 16.0" 13.9": 16.0" 90 15.6" 13.0":15.6" 1 5.4° :12.3" 8.7" 52" 8.7" 39" : 4.0" 65 3.6 1 6.1" - 2.1° 1 2.6" 1 -1/4" MW, EDGE DISTANCE 62 105 13.3": 9.9" 133" : 4,6" 8.6" 7.4" 4,3" ' 7.4" 2.4" 3.1" 5.6" 3.0" 1 4.9" 16.0° 16.07! 160 .14.5° ,16.0" 16.O'19.0"19,0'7.7"13.2" 160° 13 4 .16,0" 5,7" # &4" 120 11.Y' 8.0" 11.7"1 3,9" : 6.5" 6.5'' 3.6. 6.1" 2.1 ' 24" 4.9" 2.6" 1 4.1" 1/0 /2_1" 0 • fU oD ANCHOR W EDGE DISTANCES AS NOTED Spans ttp To 5,0" 59x110 Up To 9'-0" Spans Up To 1T-0° ' C CLAIN TYPE C1 1 C2 C3 : C4 ! C5 CONN TYPE C1 C2 i C3 ! C4 , C5. CONN 7099 T C1 C2 1 C3 1 C4 : CONN TYPE CI i C2 : C3 ! C4 ! C5 1/4° ITN TAPCON WITH 33 16.0" 16.0" 164" 13.4 ";164" 16.(7116.0"116.0.1 7,5" ;164" 16.0"'.16.0 116.6'! 5.6" 116.0* 160":160" 16.0" :16.0'116.0" 1- 3/4 "EM190 AND 1" MIN, 48 160°116.0" 16,0" -- 92 °,16.0" I6.0"116.0"!16.0°: 5:1° :16.0^ 164".13,7"'16.0°1 3.7" :11.3° 16.0" 160'.16.0"; 8.0" 115.9" EDGE D15TANCE(3392ps1 62. 16.0°116.0° 16.0"! 7.1" 116.0" 16.0°`14.4 °!16.0`' 3.9" ;12.0" 15:0"; 9.4 "'15,7 ,,/ 7,2" 16.0"x16.0" 160 ":16.0" MW CONCRETE) 76 16.0" 116.0" 160" 5,8" :16.0" 16.0.110.6' - 16.0'-1 3.1° ; 8.3" 12.3" 72" :12,3" /// 5.3° 14,6" 82 13.7" 42' : 5.9" -ASS,1652".11.6.9".1A.9. 90 160":16.0° 16.0° 49 '16.0° 13.8" 84 :135° f/ 6.3" 104° 5.8" 9.7" %// 4,2" Lwac - t1 .. 105 160 :15.9" 164.1 4,1 .13.6 11.8` 68" '11.8" 5.0 8.9" 49^ 79^ % 3,4 "' 14.6 ", 8,2" 13,7":4,2" 5.9' 1/4 "tA3 SCREW OR HANGER DOLT WITH 1.5" MIN THREAD PENETRATION p•„;,,;;.., 0 - 120. 160 ;12.8" 160 "136 10.4 10.4 ^!5:8°9.7" �4.2 7.8" 41 1 6.5 " 16.0":16.0" 160":11.1 ":'16.0" 161716.0",16.0":82":16.0" 1/4 °ELCO UtTRRCON WITH 33 160'116.0" 164-", 164" 16.117 160"1160 :16.0^,12.2"1160° 164" 16.0"116.17 91" 116.0° 62 76 1 -3/4' EM890 AND t' MIN. 48 16.0"'. 16.0 ";16.0`: 15.1';16.0" 164 "'160" :160"; 8.3" ;160" 160'! 135" :16.0°! 6.0° :11.1° 1617 8 "15. EDGE DISTANCE (2700 psi 62 16.0.116.0.116.07;11.7.11.6.0" 16.0':142 '16.0", 6.2° :11.9° 142' 9.3" :14.8" 4.6" 1 7.1" 15.8" ; 9.1 15.8"3.3" 6.7" 1s.5":6.4":10,4':2.1";4.6» MIN CONCRETE) 76 16.0"116.0"'164 "I 9.5" 1160" 16.0"110.4"116(71 5.0"' 8.2° 12.1 "' 7.1" !121 °' // 3,2" 33 16.0 "'!16.0" 16.0"'16.0"116.0" 90 160"116.0" 1.60" 7.9'!160" 13.6 "!8.3" 1136 " :4.2 ".6.2" 10.2° 57 !9.6" 4.1" 16.0.114.7"116.0.' 5.7" 112,1" 16 .0'.10.1 "1 ?6.0".;' 4.4" `: 7,7" 62 105 16.17115.71_166" 9.2-1115' 117" 6,7° :11.7" : /4. 5.0" &8" 4 7 {/ 120 16.0" 12.7'I 160 5.8" � 10 3 14.8" 9.0" :148":4.0" 6.8" 11.1" 1 62 10.4 "! 3.0° ` 43" 105 20,2" 5,7° ' 9.6. 4.1" 7.7" . 4.0" ' 6.4° `! /, / / // /! 120 1/4' ITW SAMPiOS SSC W/ 33 16.0° 160"160" 160° :168" 160" :36.0° 116.0"'116.0" • 160° 16.0"I16.0" ; 16.0" 13.9": 16.0" 2.1/4' MIN EMBED AND 48 16.0" 16.0°;164 160 "'16.0 16.0" I 16.0"316.0";12.6"16.0" 16.0".16.0"!16.0" 9.2" 16.0" w_ 1 -1/4" MW, EDGE DISTANCE 62 160" 160":160°:16.0°:16.0" 16.0 °:160" €160 1 9.6° 16.0° 16.0" :15.0":16.0" 7.0" ::115" 15 (3295 754 M1N CONCRETE) 76 16.0° 16.07! 160 .14.5° ,16.0" 16.O'19.0"19,0'7.7"13.2" 160° 13 4 .16,0" 5,7" # &4" 6 90 160" 16.0"26.0"!12.0" :360"16.0" ?13.3" 164 :6.4" 10,1" 16.0" 1103".36.0"S.5" : 8.0" 16.0" 9.2 15.4" 4.8" 6.7" 14.2" 1 7.6. 1124" 4.1' : 5.4" 105 16,0° 160"1160' :10.2 °'16.11" 120 160":160;16.0° i 68"; I6.0" 160"; 92" 154 ";4.8":6.7° 12.4 °: 6.5 ;10.4°.36"!4,6° 3/4.20 ALL POINTS SOLID- 33 160" 16.0"116.0':18.0":16.0" 160° `16.0°.160°' 9.6" :16.0° 16.0" 160"' 16.0" 7.1" ;16.0" SET WITH 7/8" MW EMBED 48 16.0° 16.0°' 160 ' 11.9" i 16.0" 16.0"•15.8" - 16.0"` 6.5. :15.5° 13,7" 9.6' :13.7": 4.7" 1 8.0" AND 1-1/4. MIN. EDGE 62 16.0" 16.0.11.6.0"• 9.2° '16.0" 14.1" 10.1 "' 14,1 °'• 49" : 8.5" 10.6 " 6.6" 10.6": 3.6" 1 5.1" DISTANCE psi MIN 76 16.0" 16.0°116.0" 7.5" :16 0° 11.5"' 7:4° 11.5" -: 3.9° 1 5.8" 82 5.0" 8.6° 1z / 3.7" 90 160",146 160 62 :130" 9.7.:5.9° 9.7° 3.3°•4.4" 7.3" 4.1" • 6.8"x/ * 105 150" : :1 2°.154 52 94 8.3" 4.8° ELT 3.5" 62' 3.4" 155° / 120 • 131 9.0" :13.1 4s' -7.4" 7.3"!4.1 6.8° /// / ' / /� // / / // 1/4° POWERS TAPPER wall 33 16.0" 16.0";16.0 ":143"'16,0° 15.4 ".15.4° 115.4":8.0":15.4" 11.5"109" :11.5 "15.9".11.5" 1 -3/4° MIN EMBED AND 48 16.0° :16.0° 1'60 "' 9.9" 116.0" 10.6 ": 9.1" 110.8" 5,3" 9.0" 7.9' i 5.6" : 7,9" , 3.8' , 4.6" 1 -12" MIN. EDGE DISTANCE 62 14.7' ;14.7°114.7"i 7.6' ;147" 82" 5.9' 1 82' : 4.0" ! 4.9" 6.1" : 3 8 ' 6.3" / / % / / / // (3000 psi MIN CONCRETE) 76 120"'1141120 6.2 !120 67!4.3 !67"-3,3" 3.4" 5.0"' /�1Qa5...0" 90 10.1", 8.5" 110.1 5.1" • 8.0" 5.6'1 3.4 ' 5.6° , // 45° " / 45" r'/ / i GB/% 4.2" �,6 ECE' /1 , 3.6° 105 8.7° ' 6S' , 8.7" 4.3" ; 5.6" 120 7 6° . 52 "' 7.6 : 3.7" : 43" 4.2^ /4 3,4° /,5 32' - 4 ii O x An ANCHOR _ {pad 314° MW EDGE DISTANCE Sports Up TO S -0" Spans UP Ta 9,0° 5pans Up T6 12,0" CONN C1 1 C2 TYPE C3 C4 • 05 CONN WPC C1 : C2 i C3 ! C4 ' CS CONN TYPE CI i C2 : C3 ! C4 ! C5 i E H ° ? I /4 "ECOPANEMATE (FEMALE, t4A1E, OR PLUS) w/ 1- 7/8' MIN EMBED 33 16.0°;16.0" 160" 16.0";16.0" 160":160" 16.0" :16.0'116.0" 16.0° 160°160";12.0 ";160" 48 62 15.0";16.0" 16.0" 160";16.0" 16.0°116.0"!164":10,9'!16.0" 16.0" 160'.16.0"; 8.0" 115.9" 14.0"116.5" 16.0 "!15.5":16.0" 160"116.0"1160 "i 8.3 °;19.r 164 "14.9 "115. 9" 1 6,7''11,7' 16,0" 13.3116.0" : 6:1 "!10.2" I6.0"110.1" '164 ": 4,9" i 7.5" 76 90 16.0"x16.0" 160 ":16.0" 160";13.6 "`16.0' * - so!r<s i na• 1.6.0-10.5"116.0" 16.0 '; ,11.8.116.1715.6" ' 89" 14,6" 82 13.7" 42' : 5.9" -ASS,1652".11.6.9".1A.9. ,8.9.61.5.0"•9.6.3", 9.7" 160' 4.8' 7.1" 1.2.5";.90.1 :J43".75. : 4.8" 11.6" 5.8° .9.2:31 : 4.1" 120 160' 16.0" 16.0" 7.7" 114,8" 14.6 ", 8,2" 13,7":4,2" 5.9' 1/4 "tA3 SCREW OR HANGER DOLT WITH 1.5" MIN THREAD PENETRATION p•„;,,;;.., 0 - 33 16.0 °116.0" 160" 160'16.0" 16.0":16.0" 160":11.1 ":'16.0" 161716.0",16.0":82":16.0" 48 18.0"116.0" 16.0.'13.7" ,1 0" 16.0"'16.0"!16.0";7,5":16.0" 16.0' 160" 160";5 5' 15, 1" 62 76 16.0"116.0" 16.0':10.6 "116.0" 16.0 "1.6.0 1160"; 5.7" 116.0' 16.0", 126 .160 s 4.2 9.6 °_ 163;14.1 160 4.6 "x11 "36.0" 6 E0' 4". :71" 160 :11.Z 160" 3.9 ". 8.4" 13.8" 77 :1 9" ±c9 156" 16.0":16.0. 1617 8 "15. 90 160".16.0" 160 7.2"16.4 105 16.0" ::160" 160" 6.1' ,16.0 15.8" ; 9.1 15.8"3.3" 6.7" 1s.5":6.4":10,4':2.1";4.6» 120 16.0" :16.0" 16.0' 5.3" 114.0" 13.8 ",I 7.7" '12.9":2,9" : 5.6" 1o.4'5.5"!8.7':2.2." 1 3.9" r14 WOOD SCREW OR SM9 WITH 1,5' MIN, THREAD PENETRATION 33 16.0 "'!16.0" 16.0"'16.0"116.0" 160"!16.0"'16.0"111.5"'16.0" 16.0"1160'16.0";85" 116.5" 48 16.0"116.0" 160" 14.2" 116.0" 16.0" 116.0" 16.0"17,8" '16.V 16.0.114.7"116.0.' 5.7" 112,1" 16 .0'.10.1 "1 ?6.0".;' 4.4" `: 7,7" 62 36,0":16.0" 16.0" 11.0":169" 160 "115.4 "'161"; 5.9"'12.9" 90 16.0";160" 16,0"' 8.9 "'16.0" 160"'11.4 ".160"! 4.8", 8.9° 13.2 °; 7.7• 113.2"' 33" - 5,7" 16.0"!16,0'16.l' 7.4. :16.0" 14.8" 9.0" :148":4.0" 6.8" 11.1" 1 62 10.4 "! 3.0° ` 43" 105 16.0" 1160" 160" 6.3 :14.7' 12.7": 7.3° 32.7°: 3.4° 54" 9,5"!0,t';8.4':23''3.7" 120 16.0 "',13.8" 16.0 "1 5.5" 1112° 11.1': 6.2" :10.4", 3.0" 14.5° 8.3" 1 4.4" 1 74°' 2.2" 1 3.1" • 1 MN( ANCHOR SCHEDULES CONTINUED): .y _ a ANCHOR LOAD- (PsO EDGE DISTANCES AS NOTED ` C1 S06.18113 To 8-0' C5 C1 50894 UP T09,0. 75 C1 $p6Try UP To 12'-0" CONN 1500 C2 C3 C4 CONN TYPE C2 C3 C4 00614 TYRE C2 C3 C4 C5 1/4" MN TAPCON WITH 1/4" DV TAPCON WTTH 35 162' 16.0" 16.0° 116" 16.0" 10.3" 10.3"I103' 6.4° 10,3" 7.8' 7.3" 7.8' 4.7" 7.8" 1 -114° MIN. EMBED AND 1.1/4" MIN. EMBED AND 48 12.8" 12:8" 12.8° 8.0" 12.8" 7.1" 6.2" 7.1" 4.3" 6.0° 5.3" 3,B" 5,3' 3:1" 3.1" 2-1/2" P406. EDGE DISTANCE 62 .9.6" .9.9" 9:9" 6.2" 9.5" 55° 72" //� 4.1' V. ...'/ 7 /For/ / //I J' r ' 7 76 8.1° 8.0" 8.1' 5A" '8:1" EN/ 4.S' jf1 � //� 3.4° % / / //, // /// /Z // / /// 4 �w.r% / // 90 6.8" 3.7" 6.8" ���%/ /�i�/ir. '',7 r l / / /l�/ /�� / //i%l� /. �i//l`. //� ��///,///./% - 105 5.9° 4.4° 5.9" 3.4 ��� // Apr / / / /�l////i/�,' " .7 .7 /.l /1% 4' .,i U/ / /� /i% / / /.'��� / / / / / / /�/ 120 52" 35° 5.1° /. .4'; / , ,7 .4 4// / / J // !/1 � /�i" i / /4, 1/4° ELCO ULTRACON WITH 33 16.0" I6.0" 16.0" 10.5" 16.0° 11.3' 113" 11.3° 11.3" 113° 8.5" - WITH 1 -1/4° MIN, EMBED 1 -134" MIN. EMBED AND 48 14.0" I4.0' 142" 7.2° 14.0" 7.8° 6.7° 7.8° 7.8° 6,7" 5.8" 69" / /// / 2.1/7' 11N. EDGE DISTANCE 62. 10.8" 10,8' 10.8" 5,6' 10.8" - 6.0" 4.3" 6.0" , Z 4.5" /. ;. !/ ///////.�//// / �/ 78 8.8" 8.8" 8.8" 4.5" 8.8' 4.9° 4 4.9" %////% . A, // ��i� f , %." 4. /4" i,:'/ 90 75' 62" 7.5" % /%/ 7.5" / / /// %/ / /,7/ /i%i . / . 'r35"�/y� ,��%/!7// %/ /%/ % // /�/ / / //✓ 1.as:xpy:,,y;vl,_ 105 6.4" 4.8° 6.4" ' / / /��v / / /�i� /� % /� //� / � /i/i4 ////l .1// /,//`i %v 3 4 g 120 5•6' 3.9" 5.6° / /// %//47 J% 16.0' / / / /' / // 47 / AV 1 t /. 1/4" 5100 PANELMATE (MALE 1/4" ELCO PANE,MA7E 33 16.0" 16.0" 16.0" 14.9" 16.0" 16.0" 16.0" 16.0" 8.3" 16.0" 12.7° 12.0" 12.7" 12.7" 9,1" (FEMALE, MALE, OR PLUS) 46 16.0° 16.0° 16.0" 18.2" 160° 11.7 10.1° 11.7° 5.5" 9.9" 89° 6.2" 8.8" • - 5.1" 9.4" W/ 1-1/4° MIN EMBED AND 62 16.0" 16.0" 16.0" 7.9° 16.0" 9.0' 6.5" 9.0" 4.1° 5.4" 69" 4.2" 62' 13.6" 13.8' 3' MIN. EDGE DISTANCE 76 13.3" 13.1° 13:3° 6.4" 13.3° 7.4" 4.8" 7.4" / / 5S" ',I 5.5" / / / / 9.7" ,_c : 90 112° 94" 11. 2^ IESIE7 ,351, z /CM' ./ / / /✓1:19111 AVM' A7 / * _ c.• nr 105 9.6° 7.1" 9.6" F'Y IES11337 6.a" E4.511" ,'/ / / ' ' / % Z//�i, 3: 0 emu �anuv> 120 8.4" 5.8" 8.4 °// / 10G112127 4.0" %iI// .7 % / / / / / 1 .i//i / / /z 2 1/4° ITV/ TAPCON -SG -701 33- 16.0" 16.0° 16.0" 16.0"- 16.0" 169" 16.0" 16.0" 113 ° - 16,0' 16.0" 16.0" 16.0" 16.0" 8 1'134° CAIN EMBED AND 48 16.0" 16.0" 16.0° 13.9" 16.0" 16.0" 16.0° 16.0° 7.6" 16.0" 16.0° 11.4° 18.0" 9.4" 0 2 -1/2' MIN. EDGE 01S7ANCE 62 16.0" 16.0" 16,0" 102" 16.0" 16.0" 12.0" 16.0" 5.7" 10.0"1125° 7,8" 12.5' - 6.0" 6.5" - 76 16.0" 16.0° 16.0° 8.7" 16.0" 13.6" 82' 134" 4.6" 6.9" ;10.2" 6.0" 10,2' 4.4" _� 5.3° 40 16.0° 16.0° 16.0" 7.3" 16.0" 115° 7.0° 11.5° 3.9" 5.3" i 8.6" 44° 8.1" 35' 16,0" * 105 16.0" 13.2° 16,0" 6.1° 11.4° 9.9" 5.7' 9.8" 3.3" 4.2" ' 7.4" 4.0" 6.5" j/ 105 56.0° 120 15.5" 10.7" 15.5" 5.3" 8.7" 8.6" 4.8" 8.1" r/ /' 3.5" 6.5" 3.4" 5.4" % /'/ 134 -20 ALL POINTS 50!10. 33 16.0" 16.0" 16.0" f 6.0" 16.0° 162° 16.0' 16.0° 9.5" 16.0" 16.0" 16.0" 16.0" 7.0' 16.0" SET WITH 7/8" MIN EMBED 48 16.0" 16.0° 16.0" 11.7" 16,0" 15.9" 13.8" 15.9° 6.4" 13S" t1.9" 8.4" 11.9" 4.6" 6.9° 10.1" AND 2' MIN. EDGE 62 16.0° 16.0" 16.0" 9.1" 16.0° 12.3" 82" 12.3° 4.8" 7.4" 9.2° 59" 92" 3.5" 4.4" 6.9° DISTANCE- "- 76 16.0" 16.0" 16,0" 7.4" 16.0" 10.0" 6.5" 10.0° 3.9" 5,1" 7.5" 4.4" 7.5" / 3.3° DISTANCE 1(T .- t�""Ig 90 13.1" 12.8" 15.3" 6.1" 5.8" 7.3" 4.I" 7.3" 3.2" 3.1" 5.5" 34" 4.9" / %1, 8.9° �`-`� -�� 105 13.1 "1 4,P 13.1" 5.3" 0,4" 8A" 7.3" 4.2' 7.3° / 3.1" 5.5" / 49° ' 4� e 7.6" 3.1° 120 11.5" 7.9" 11.5" 4.4" 6.4" 6.4" 3.6" 1.9" 2', 4 49" , 1 4.0" x //' . ` / / I/4" POWERS TAPPER W/ 33 14.0" 14.0" 14.0" 8.8" 14.0" 79" 7.8" 7.8° , 79' : 5.8° �j� %% // f -134" (41N. EMIS AND Y MIN. EDGE DISTANCE 48 9b° 1 9.6° 94' 6.1" 9.6" 53° 4.6" 53° ' 45° 149" 4 '// /if ��� / p 62 7.4" 7.4" 7.4' 4 7" 7.4" 4.1 / 4.1" / / / /,/ / /7,0 76 .90 6.1" 6.0° 6.1" / /� / /�f% //�/////////// / / /� / / / //� -, �///%'/c`// //� j/. 5.1 5.1 �� ' / /i/%, / /a /l / /l//� // / / / / / / / / //A7 �� // /1 //� 105 /4��///. /% / / /.� /� /� / / %�y./ // /l // //.tea / / ,%/i17 / /�A /A, // /// 120 % // /r % / %//� � ! / /..0 . 47 / / / //% %%% // / / /G / / / / / . / % /O% ANCHOR NOTES: 1. ANCHORS. SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2. 1611-0R'E A7CFI06- 611667 4I 1O19PAROW'FA160F STUO'FRAMB9G, ANCHOR SHALL BE LOCATED IN CENTER Of NOMINAL 2x (MIN) WOOD STUD (i.e. 3/4" EDGE DISTANCE 15 ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 3. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON - CRACKED CONCRETE ONLY. 4. MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE. M1,11`7UM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OILIER WALL. FINISHES. 5. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED I IEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN 543110 LE(5) SHALL APPLY. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 11. 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 BOLT") U.N.O. 12. Ma03 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAY BE USED FOR DIRECT MOUNT INSTALLATIONS. • ANCHOR LOAD Uhl Cl EDGE .DISTANCES AS NOTED Spans U0. To 3'-0" C5 CI 606P0 U070 9'-0". C5 C1 50695 UP 7012" -0° CONN TYPE C2 1 C3 C4 CONN C2 gT75 C3 C4 '. CONN TYPE �.. C2 C3 C4 `.` 1/4" MN TAPCON WITH 33. 13.6° 139" 13.6" 6.1" 13.6" 7.6" 7.6" 7.6" 3.4° 7.6" 5.7" 5.4° 5.7° /// 5.7' 1 -114° MIN. EMBED AND 48 9.4" 9.4" 9.4" 4.2° 9.4" 5.2° 4.5" 53" //// 4.4" 34' / /. 3.9" / / //% 4 1" MIN. EDGE. DISTANCE 62. 7.2" 7.2" 7.2' 5.2' 72" . 4.0" ' ACM' 7 /For/ / //I J' r ' 7 76 5.9" S9" 5.9° /41751�� /Z // / /// 4 �w.r% / // "-'-� 90 5.0" 4.2" 5.0" /////, grai�///////// ��///,///./% z�// l// ,� / / /�Z / /� /,� / / / / / /� / / / /," ////4 41.,,,,,$ 105 43° 3.2" 4.3" / / / /�l////i/�,' ,7 ,"% 4' .,i U/ / /� /i% / / /.'��� / / / / / / /�/ 120 3.7'.%/// ®7 /�� / /�...: /7 .5 4/%�/ /, 7 47 � / / /.4 4 :.- 1/4" 8LCO 0139/CON 33 16.0° 16.0" 16.0" 11.4" 16.0" 11.3" 113° 11,3" 11.3" - / ' ` WITH 1 -1/4° MIN, EMBED 48 14.0' 14.0" 14.0" 7.8" 14.0° 7.8° 6,7" 7.8" ��■J!J/,, 69" / /// / AND 1" MIN, EDGE 62 102° 10.8" 109" 6.1" 10.8° 6.0" y / / /��J !/ ///////.�//// / �/ DLSTANCE 76 8.8" 8.8" 89' /// % ��i� / / / /�/ , %." 4. /4" i,:'/ 90 -105 75" 6.2" 7.5" /y / /,'y/ %1% .s y//// / /.4%///% ,��%/!7// %/ /%/ % // /�/ / / //✓ Q..._ mamm.t.V. , 6.4" // / /.G // /t✓ ..A77. .s /%1. . / //,%////l,b'%/il'f /, 4.1r 4 g 120 33 / /ll 16.0° // //%/ 16.0" / ///./%/,,// 16.0" 15.6" J% 16.0' /r f/> 16.0" 16.0" ////lr%,/ /ir�� 16.0" . 16.0' . /.�/ //'l/s. ll. /.i% 13.2" 12.5' 13.2" . 132. 1/4" 5100 PANELMATE (MALE a( 46 16.0" 16.0" 16.0" 10.8' 16.0" 12.1" 105" 12.1° 10.3- 9,1" 6 4" 9.f" 5.3' OR PLUS) W/ 1 -1/4" MIN EMBED AND 2° MIN, EDGE 62 16.0" 16.0" 16.0° 8.3" 164" 9.4" 6.7" 9.4" 5.6" 7.0° 4.4° 7.0° / 2 DISTANCE 76 13.8° 13.6" 13.8' 6.7' 13.8" 7.7° 5.0" 7.7° / J 5.7" 4 5.7" W/1 A 90 11.6° 9.7" 11.6° 5.5" 9.2" 6.5" 7///////, ,351, z i / %/��y�}+,y' l ! �.�i�/ ,�lgj�f�yi 105 10.0" 7A" 102" 4.7" 6.a" 5.5" 55" r///ice .FE/; 3: 0 emu �anuv> 120 8.7" 6.0" 8.7° 4.0" 4.9" 4.8° %/� j 45" 4 ", 4,27 Z /// 7/4,30 �llh ,3 1/4° 1TW TAPCDN SG W/ 33 16.0° 16.0" 16.0° 12.2° 16.0" 16.0" 16.0" 16.0" 69° 16.6" 16.0° 16.0" 16.0" 5.1" 16.0" 2 1.1/4" MIN EMBED AND 48 16.0" 16.0' 16.0° 8.4° 16.0" 16.0° 16.0" 16.0° 4.6" 16,0' 16,0" 11.4° 16.0" 3.4" 9.4° 1.1/4' MIN. EDGE DISTANCE 62 16.0° 16.0' 16.0° 6.5" 16.0° 16.0° 12.0° 16.0° 35° 10.0" 125° 7.8" 12.5" // 6.0" 76 16.0° 16.0" 16,0" 5.3° 16.0" 13.6" &8" 13.6" /4 6.9" 10.2" 6,0" 10.2" / /4 4.4" 90 16.0° 16,0" 16.0" 4.4" 269" 11.5" 7.3" 11.5° / / //% 5.3° 8.6" 4.8" 8.1" / / //% 3.5" * �° 105 56.0° 13.2" 16.0° 3.7' 11.4" 9.9" 5.7" 9.8° j/ 42' 7.4" 4.0° 65" ///i%/ / 120 15.5' 10.7" 15.5" 3.3" 8.7" 8.6" 4.8° 8.1" / 3.5" 6.5" 3.4" 5.4" / / 1/4.20 ALL POINTS SOLID- 33 16.0° 16.0" 16.0° 10.3° 16.0" 13.4" 13.4" 13.4" 5.7' 13.4° 10.1 ° - 9.5° 10.1" SET WITH 7/8" MIN EMBED 48 16.0" 16.0" 16.0" 7.1° 16.0" 9.3" 8,0" 9.2" 3.8" 7,9" 6.9" 4.9° 6.9° AND 14/4' MIN. EDGE 62 12.9" 17.9" 12.9" 5.5" 12.9" 7,2" 5.7 7 2" // 4.3" 5.4" 3.4" 5.4' // , / DISTANCE 76 10.5" 10.4" 10.5° 4,4" 10.5" 5.8" 3.8° 58" / ,Eracriir //JEN/ , // 90 8.9° 7.4" 8.9" 3.7' 7.0" 4.9" FEMUR' / �r / / ®/// /� / / / / / /� /. '--',, -{0 105 7.6" 5.7" 7.6" 3.1° 4,9" 4.2" %//// /MS117 // " am //// /i "//, 120 62" 4.6" 6.7" ;.>/AESIESI,t �////// / /,.G . ` / / // A • i lgrfd� building rode Online BCIS Roma tog In ( User Registration I .Hot %pics I Submit Surcharge, Stets & Facts) Pubiicallons FBC Staff l acIS Site Map I Links Search Product Approval U88R: Publla User Product Aonroval Menu > product or Asalttation S5@rch > 6nokillla > Application Detail Pt. # FL4940 -R2 Application Type Revision Code Version 2007 Application Status Approved *Approved by DCA. Approvals by DCA shell be reviewed and ratified by the POC and /or the Commission If necessary. Comments Archived ii Product Manufacturer Masonite International Address /Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441 -4258 sschrelber!masonite.com Authorized Signature Technical Representative Address/Phone /Email Quality Assurance Representative Address /Phone/emall Category Subcategory Compliance Method Certification Agency validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Steve Schreiber sschrelber@mesonite.cam Exterior Doors Swinging Exterior Door Assembiies Certincation Piark or Listing National Accreditation & Management institute, National Accreditation & Management institute, $ tandard lox TAS 201 1994 TAS 202 1994 TAS 203 1994 ftttp: / /vrvrw.flortdabultding.org /pr /pr app.,dli.aspx7param=WGEVXQWEN111: 1101 :08fg3cflORMrKwTrsQCG7x5g%3A1 /3/20112 :52:50 P14) FIoi ide, Building Cade Online Product Approval Method Date Submitted pate Validated Date Pending FBC Approval Date Approved Method 1 Option A 12/16/2010 12/16/2010 12/22/2010 �4 "" 1 } 5I( 1 1..gi -TX= y' £ £ •ttt '__d//i,..� k .{ .c. Ors 4W.)- k� '"�i. I. - 4 R` :. Y' I \w9 Ste' r(, X l," J, ,Y-M7' 7-W 4� fi�F'/} �T }' • V Il 9.3^ C •�"4U ,, , A,&r1., 4.. ' M ti j.3 AU 'Ski 3i T EM ,�Xii !A ;4, Ma:I}.-m+:.s'sc FL ia-5, jq- l''M `Wy : i "} S? ��n�t��'s' it5���' t;:`" �7i�± r�r?����ti, l_ ��. i ... :.�r��+fi��`��ll}�+���.!'oad .�.�c,.�L`��,�� „���.`d 6' -8” Opaque t/S and 0/S single Door 4940,1 Metal -edge Steel Side-Hinged Doer Units Limits of Use . Approved for use in HVHZI Yes Approved for use outside HVHZt Yes Impact Resistant: Yes Deafen Pressure: +76.0/ -76.0 Other: Evaluated for use in lot-tritons adhering to the Florida Building Code including the High Velodty Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 3' -0° x 6' -8° max nominal size. Max DP g +7- 76,0, When large missile Impact resistance Is • qulred, hurricane protective system Is NOT required. See Installation drawing DWG-MA-M.0132-05 for additional information. Certification AgencyCertiftcate FL4940 112 C CAC Ntn0Fe� 1 .,,,5- R3.PDP Quality Assurance centred Expiration Date Installation X tstructtona F1.4940 R2 II fj.0132.odf Verified By National Accreditation & Management Institute, Created by independent Third Partys Evaluation Reports' FL.4940 R2 Ae 504A,od( . Created by Independent Third Party: Yes 4940.2• F {edite d; g� p�iryr€ *ti�(i a4'Odor 6' -8" Op glis;1 /5 and 0/5 Door w/ or w/o Sidelites I.lmite of Use ' ',. > ° . ApProvsd fo!'.U$, Q 0.:00 I Yes r; ; ,: :' ; :. Approved or. t sip :q''2/ t MVt z y!ps :: ' Impact Resistant: Yes Design Pressures +55.0/ -55.0 Other: Evaluated for use In iocations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed, 12' -0° x 6' -8" max nominal . size. Max OP m +1- 55.0. When large missile Impact resistance Is required, hurricane protective system la NOT required on opaque panels, but Is required on glazed panels, See installation drawing DWG- MA- FL0132 -05 for additional information. Corefittca ibis AgenoOCertlncate :` • (I I V Ati t! $dice t?ontract expiration hate 12/31/2014. Installation Instructions FL4940 R2 /1 FL0I3 ,ndf Verified By: NatlonatAccreditation & Management institute, Created by Independent Third Party: Evaluation Reports - F1,4940 R2 AE soma Created by Independent Third Party: Yes _ 4940,3 Metal -edge Steal Side-Hinged Door Units 8' -0° Opaque 1/S and O/S Door w/ or w/o Sldelites Limits of Use .. Approved for use in HVHZ: Yes Approved for use outstdo HVHZ: Yes Impact Resistants Yes Design Pressures +48.3/ -48.3 Others Evaluated for use In locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements es determined by ASCE 7, do not exceed the design pressures listed. 12' -0° x 8' -0° max nominal size, Max DP Q +1. 48.3. When large missile Impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-M..0133-05 for additional information. Certification Agency Certificate FL4940 R2 C CAC N1006119- R3,PDF• 1 Quality Assurance Contract Expiration Date 12/3112014 Installation Instructions FL4940 R2 Fl FL0133.ndf Verified By: Nationat`Accredltation & Management institute, Created by independent Third Party: Evaluation Reports • W1940 R2 AE _5014 011 Created by Independent Third Party: Yes 4940,4 . Metal -edge Steel Side - Hinged Door Units ... 6'- 8°_Giated f/S and 0/S Door w/ or w/o Stdelites Limits of Use Approved for usa to HVHZt Yes Approved for use outside HVHZt Yes Impact Reelstantl No Design Pressure: +50.5/ -50.5 Others Evaluated for use In locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 12' -0° x 6' -8" max nominal size. Max DP a +/- 50.5. When large missile Impact resistance Is required, hurricane protective system Is required. See installation drawing DWG- MA-FL0134 -05 for additional information. Certtftcatitfit Agency Certificate pL4940 R2 C CAC, Ni006115- R3.pDP Quality Assurance Contract Expiration Data 12/31/2014 Installation Instructions FL4940 R2 11 FL0134.ud( Verified By: National Accreditation & Management institute, Created by Independent Third Party: Evaluation Reports • Ft4940 R7_ Al 502A.P{il Created by Independent Third Party: Yes r •- 4940.5 Metal -edge Steel Sids•Hinged Door Unit9 • 8' -0° Glazed US and QM Door Certification Agencycertiifcate Limits of Use .. ..... •,., _ _ _ __._., . _» -ea ..» , ,, ,,,r_ n/r1. }rrtnH • I remixi nrn'lr• tfi'IRA1riCwTrcffr.(,7>So'lln'idf l/3/201'12 :52 :50 PM1 Florida Building Code Online Approved for use In ItVHZt Yes Approved for use outside HVHZ: Yes impact Resistant: No Design Pressure: +43.0/ -410 Other: Evaluated for use In locations adhering to the Florida Building Code Including the High Velocity Hurricane zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 6'.0' x 8' -0' max nominal size. max DP n +43.0 / X45.0. When large missile impact resistance Is required, hurricane protective system Is required. See installation drawing DWG- MA- Ft.0135 -05 tor additional Information. FL4940 R7 C .CAC N1006115-R3.tp? Quality Assurance Contract Expiration Date 1]/31/2014 Installation Instructions )ygggi_ 1 R FL0 1S odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports F1.4940 Ka AO 501A1ndi Created by IndependenntTh1rd Party: Yes • Departmank of Continually Affairs Florida Building Cede Oolitic Codes and Standards 2550Shumard Oak 8outevard Tallahassee, Ftorlda $2395.2100 (850) 487.1824 Fax (050)4M-8436 4 -8436 • fa 20004010 The State of Florida. All rights reserveid. Privacy 8tatetaeIL 1 Copydoht Statement 1 bccessihMtv Statement 1 Plua•m Software 1 rim-rimer service Survey I Cont/let us Prodaot Approval Accoptst _.., ..... .. +. _......rrr.r- -,_u.a . m..u...- r-- rrN7,e,o1.1,W1(ii %Ai 1 7, 57'I fl PM1 SIDE-HINGED METAL -EDGE STEEL. DOOR UNIT 6'-8- DOUBLE DOOR WITH/ WITHOUT SIDEL.TTES (NF 4FRAI Nrors T. EVALW1E0 FOR USE n4 LOCATIONS ADHERING 70 THE FLORIDA 6fJN.D1NG COIF AND NEIERE PFESSURE REQURZM TS Its MOUND) 87 ASct 7. LEMMA DESGN LOADS FOR BUILDINGS AND OTHER sTRuccums. DOES NOT 1D=E0 THE 0ESICt+ PRESSURES LISTED. HUSERIGATIE FROTEC1T0E"VSIFi[ ESETUTTERSr Irv= (SS NIEQUIREEr OPA00E PANELS. BUT 1S REQUIRED ON GLAZED SIOELUES. 3. POD CORE RARE SPREAD INDEX OF 50 AND SEAM DEVELOPED ls0cx OF BO PER ASTM ES4. 4. PLASTICS TESTING OF LITE FRAUE M 1E 5AI. TEST onto P11oN DES=ERTION RESULT SELF HTNIT ON TEMP AS141 D1525 740 'F > 8611•F RATE OP SLIPNEING ASTL 0835 0.77 IN/I0N SMOKE DENSITY AMU 02843 13.42 TENSE STRENGTH. ASTM 0638 7.50E DEPT • CGSPARATIVE TENSILE STRENGTH AFTER viEATHERING 4500 HOURS XENON 440 NEMO F06 El uu 00 .02197 F.�..... 000 ..5.s^ I> TABLE OF COnTDITS sliza 5 DESCRIPTION TYPILAL ELEVATIOINS & GENERAL NOTES ANCHORING tOCA1N0N5 & OETa,S ANCHORING U]CA1TCNS & IM S wNTFa SIBEr_NTE 1 14E um, 0ER4a FR.4E MTh cOuo.>_F DOOR UNIT wCIDELITES sIN&tE 0008 UNTO wTTH S#WPIrr Sw&LF 0CL1 UNIT W SIOFNAF$ j1ous) F DOOI? MATT; w /s1tWUFFS' DESIGN PRESSURE RATING Pi •.i . ;a1t - _ • i!inr RZOiRRED T TD I5 ISR OF DESIGN PRESSURE MEML■11MIMEMMICEMIIIAMMICEMMIEUMMCWANIIIIM, OX N XO 12-43-4, t Ir�O KURT t?AI.TNAZOP. FLORIDA B.Ti i at N O LL In we: 7/25/05 scmcc N,r.s. cwc. S'W5 Oat s OOA+•WC 40: OW0-M4 J 0132 -0 561•1 _[_, a'. . •d 3- SEE DEW. 3- 6 - sE omit. I r- • J-6- 11; ! I I allik. . 1 TN /KG TA /U . u, ^viv - • CI) u � , sw r 'fit I JIIIIIPM a" `Ile�, a• 9 / _ ____ 3.. 3- -.. 3.i . -r DETAIL. `D" x 2- 7 /2 "O x 2" STD x 3/4' //B x 2 -2/2' #10 x 3/4" #i0 x 2° 1.375" i INSWING THRESHOLD DMA "C" r ETAIL " ASTRAGAL, ATTACH ASTRAGAL RETAINER 8OLT STR2EKE PLATE TO FRAME AS SHOWN. 0.9621 T OUTSWzNG THRESHOLD Atraeam:ellua F.Jf 0 R i,1S ^ gt3 Y),A ASTRAGAL RETAINER SOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375' THROW =ALL -r ASTRAGAL oo ocs OR COWL oar sea Cp cope. : TYPJCN G1A7UNG DETAU Atwt WM OR BUTYL SPACER go X t-1/• Pa4S a true 7/25/05 ar.S. o� ea Sus Q.t. Wt. PROWG i0: cwc- - RaE32 -a see aroul. "C` Wit 2 1 r:. ATTACHI ENT DFTAft. 1. ANCHOR ANALYSIS FOR LOADING CONDMONS PREPARED. SIGNED AND SEALED 8Y LUIS R. LOWS, PE (FLORIDA 082514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND 7)- RESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/18" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI /AFB&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1 Jr MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1 -1/4`, 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LDS. 3` b• ,-- 8' 3` — - -s —6 - r3; � s- s- V � Ii - r ,....._ 1 I I _ I' 1 tai ! � p fi 3.5 _ 8` 3 S' TYPICAL WOOD BUCK ANCHOR INSTALLATION TYPICAL I44ASONRY ANCHOR INSTALLATION kmoratilMIA Cealtaigt Mow .!(S. Ze Ilearsair Fa8A2d8rem ..';y t.s oat 7/25/05 sw.e Lt.S oi+c. at, SINS U owwwa w.. smo-Ar - noerr«as KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES S80 GRADE 1 DEADLOCK HARDWARE TO 8E INSTALLED AT 5 -1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HLNGFS TYPICAL WOOD BUCK ANCHOR INSTALLATION TYPICAL I44ASONRY ANCHOR INSTALLATION kmoratilMIA Cealtaigt Mow .!(S. Ze Ilearsair Fa8A2d8rem ..';y t.s oat 7/25/05 sw.e Lt.S oi+c. at, SINS U owwwa w.. smo-Ar - noerr«as