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WS-13-1776PU BUILDING Miami Shores Villagep Building Department artment AUG 0 6 206 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 r t� Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 Permit No. PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 5-6--3 /,/C-- /P / 5 r Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: �O Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): /"I / g C -L k C5 Lam- Phone#: Address: �� 3 �C /� 7— City: City: S S State: 415L Zip: '33131P Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: Y91 Z / Alto 8_67 tf A-'sto 40-I'Le City: l I _al tyq o �- State: Zip: Qualifier Name: Phone#: State Certification or Registration #: ✓' enf " ) `a 11 q�q 61-7 Certificate of Competency #: Contact Phone#: 7,Kj ? 7 ?*k 6 Email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ a, C - b o '0 D Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration Description of Work: ❑New ❑Repair/Replace ❑Demolition tt X1 CZE %_,— ;. `S+', �) f /U V AC1' Qncge v v Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ r Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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, SIGNS, 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 applicablefaws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IWROVEMENTS 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 approved and a reinspection fee will be charged Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ___L_, 20 et3_, by It 1 M r �4_ & & c 4 z who is sonallyk�no to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: t S My Commission Expires: P_ C11/G Jr. EXPI10.JU1?L 22,2016 WWWAAR0MW Contractor The foregoing instrument was acknowledged before me this--6- day hisday of P , 20 a, by A Ca /- ® Ay who is rsonally kno to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 04 My Commission EXPIRES: JUN. 22, 2016 Www AARONNoT Y=m APPROVED BY �/� �Iyl I Plans Examiner Zoning Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Clerk Ptoperty Search - Report Property Information: Folio 11-3206-017-1120 Property Address 553 NE 101 ST Owner Name(s) MICHAEL KNOLL JTRS KATHRYN GARCIA JTRS Mailing Address 553 NE 101 ST MIAMI SHORES FL 33138 - Primary Zone 1200 SGL FAMILY - 2501-2800 SQ Use Code 0001 RESIDENTIAL -SINGLE FAMILY Beds/Baths/Half 2/1/0 Floors 1 Living Units 1 Adj. Sq. Footage 1,922 Lot Size 8,625 SQ FT Year Built 1925 Full Legal Description MIAMI SHORES SEC 4 AMD PB 15- 14 E1/2 LOT 18 & ALL LOT 19 BLK 94 LOT SIZE 75.000 X 115 OR 15595-0370 0792 1 Assessment Information: $50,000/$238,794 Current Previous Previous 2 Year 2013 2012 2011 Land Value $160,546 $123,627 $107,502 Building Value $128,248 $142,017 $142,125 Market Value $288,794 $265,644 $249,627 Assessed Value $288,794 $143,919 $139,728 Benefits Information: Sales which are qualified 12/1980 Current Previous Previous 2 Benefit Type 2013 2012 2011 Save Our Homes Assessment Reduction $0 $121,725 $109,899 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values (ie County, School Board, City, Regional). Disclaimer: Page 1 of 2 MIAMI -DARE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez-Cantera Property Appraiser Aerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemption/ Taxable County $50,000/$238,794 $50,000/$93,919 $50,000/$89,728 School Board $25,000/$263,794 $25,000/$118,919 $25,000/$114,728 City $50,000/$238,794 $50,000/$93,919 $50,000/$89,728 Regional $50,000/$238,794 $50,000/$93,919 $50,000/$89,728 Sale Information: Date AmountOR Book -Page Qualification Code 5/2012 $397,500 28133-1401 Sales qualified as a result of examination of the deed 7/1992 $133,000 15595-0370 Sales which are qualified 12/1980 $45,000 10977-0481 Other disqualified 1/1980 $40,000 10637-0155 Sales which are qualified F$337/1974 ,500 00000-0000 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail@miamidade.gov GIS inquiries, comments, and suggestions email: gis@miamidade.gov http://gisweb.miamidade.gov/PropertySearch/printMap.htm Generated on: Tue Aug 6 2013 8/6/2013 CF 201 w DABE= NOTICE OF COMMENCEMENT LAST PAGE The undersigned hereby gives notice that improvement will be made to certain real Property and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencermad : 1. Legal Description of Property: Street Address if available: 2 General description of Improvement 3. a. Owner mune and address: b. he1e10t In property: c. Name and address of fee simple titleholder (if other than Owner): Lot Block Subdivision t Condominium: []Lengthy legal attached j,:—:' fG 1 ,.;;-7— c-Af e-- ALi vl e - S -S-3' // c /O /$'y- 4. a. Contractor name and address: f44� 016 -AQ AlJtelli b. Contractor's phone number. �41/ r r/l e��� 5. a. Surety name and address: b. Surety's phone number: c. Amount of bond: $ S. a. Lender name and address. b. Lender's phone number: Name: Address: b. Phone number: 8. a. In addition to hheseH or herself, the Owner designates to receive a copy al'Lleno's Notice per Section 713.13(1)(b), Fl rcte b. Phone number of person or entity designated by owner 9. Expiration date of notice of commencomend : a 3 !3 C? Me exphation date is 1 year fmm the date of recording wlesa a ditrW date Is sperm % 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 I, SECTION 713.13,16 FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A L` NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST Q INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatures) of Owners) r (er pori + ev er/DI t artner/f tanager By a Print Nam ` . C/h �C11/dLL PdrdName Titie/Office TillelOffice STATE OF FLORIDA ii B COUNTY OF BROWARD 6_ The foregoing instrument before this Pday -- was acknowledged me of By � d 44 A -Z 4 4 L C[ ❑hxffvibj*,or ❑es for ❑ Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES '+::v WWWMES SUN, �, =1= 0 Under penalties of perjury, I declare that 1 have read the foregoing and ,'Ut eo d IIW the facts stated in it are true, to the best of my knowledge and beilef. Slgnabav(s) of Oame r ) or�Own tl iryd Otff ue ectodPartnertManager who signed above: By By g.mwmlttaamLm-ro&sdmm Nmvimd73A7.dDc r iu AUG 6 c�i3 �,�e 0000�o®mo 000m000� I Door El -SS - Fr ht�R /,%1,4c7nidl; t 70 -- 7c) �r ® -71 5c� X �2 ® -7-a x �® SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND 00l1NTY RULES AND RFM 11 ATIM 11S 73x� (2) 7-57 x LO - � 3 0,7Z 1 X l3 0 7q'& �' 3 9) ;,:?f' k �a o i S -7 x -"3 LLQ b X f r ©31X`8 ;�, A ® 3,? k� J ©77x$1 ® 10`2 x X10 Z N N W w Miami Shores Mi9Ja je ATE 70NING D BLDG DEPT e112 -1t) SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND 00l1NTY RULES AND RFM 11 ATIM 11S BROWARD, PALM BEACH WINDVELOCITYa 170mph BROWARD, PALM BEACH (COAST) WIND VELOCITY o 170 mph EXPOSURE CATEGORY "D" BFO T 1. A S T H8"WORtTTOASrPRESMIRF$.'WQRSTOAS@'G 08FlNED AS THE CMCAL CONDITION OF ANY UNIOWN VARIABLE AS OBBCRISED BELOW. USE OF CRITICAL CONDITIONS REQUIRED POR USE WITH TFC TABURIL I FOR SITUATIONS THAT RBQUIR111Kd-1A.TAM VALUES ANUNDER478SIGNEDBYA FACTOR OF 1.18, VERBPYKd RBQUOVIMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE LBB. L USS OF TABLES VAUD ONLY FOR BUILDINGS LOS THAN MEAN ROOF WOW. 4. TABLES }VWD FOR ALL ROOF BLOPEB. REDUCTION FOR ROOF SLOPE LESS THAN ICP SHALL BEPBRPORM80 BY AN ENW40RAS A WE SPECIFIC C.ONDmON. & 004MYTHIS BUILDING MEAN (AVERAGE) ROM HEIGHT, IF THE MEAN ROOF HwHr CANNOT 8E IDENTIFIED, USE PEAK ROOF HEIGHT. & ALWAYS ROUND UP ROOF HBO" TO NEXT TABLE VALUE OR TO AC ONOWATNB ANION. 7. CALCULATE TWO TR18UTARYAREA OFTHE OPENING INQU88TION (HEIGHT'VIIDTH) OR THE SPAN LENGTH (HEIGH) MULTSM BY AN EFPBOTIVB WOTH THAT NERD NOTES LESS THANONE.THIRDTHBSPANLENBTH (HBiGHT4S) .UEST%rBBTWEENSTRUCTURAL AREAOF AN OPENING CANNOT IDBNTIPtBD, THB MOST CIiRICAL (10 SQUARE FRT) SHALL 86 USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TAME VALUE, FOR LARGER TRIBUTARY AREAS THAN PUBLISHES, USE THE LARGEST ROAM VALUE. & IDWO"THEZO480FTWOP NGASINT (ZONE,0 ORBXTERIDR (ZONE!) PER THE FKNIIRHOR INFORMATION BY OTH81R. ANY OUBBTIONABLB OPENING IN TORE CONS== IQAL (BXTMUO18 ZONE. & READ OFF P081TIV8 AND NBJATNB PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE VELOCITY = Mean Roof MIAMI•DADE (COAST) FLORIDA KEYS (COAST) WIND VELOCITY - 180 mph GENE L NOT��B: Bdi28 NOT VALID AB A $rTB.8PECIPIO DRAWING. THEN TABLES ARE ONLY VALID WHEN SHINED & RAISED SEALED BY YIPING WANG. P.B. L THIS SPECIFICATION IN INTENDED TO ILLUSTRATE ONION WIND PRESSURES AS USTED. USE OF TIS TABLES AND CORRESPONDING WIND VELOCITY. 8%POSUM, AND OTHER CANTS USTED HEREIN SHAD. BE DICTATED AND VBRIREDBYTHE GOVERNING BUILDING DEPARTMENT AND FEW HOLDER, NOWARRANTY FOR APPLICABILITY OFTABLE VALUE USE 18 OFFERED HEREIN. L THIS SPECIFICATION 18 NOT INTENDED TO OFFER ANY PROCU6TAPPROVSD OSVMCATKKRPBRTOAWNWARATOLYSUt MMWT88TCRITERIAANDOTHBR APPROVALS FCR OEM SINSTALLATION 004M IATIONAND APPLICABILITY OF THERE TABLE VALUES WHICH IN TO 88 VETO= BY OTHERS IN ACCORDANCE WITH GOVERNING 00088. 4. DE MISSMOONTM389CMDGUW (WINDVE1,00" FORARICICC:ATEGORYO (GBNEM MMMMM&COWMCMCONSTRUMN FORA RISK OATEG W M SEPARATE WALL ZONE FWRES TABLE WITH 188 MPH WILL BE USED. THESE TABLES NOT FOR USE WITH ESSENTIAL. FACILITIES OR ASSEMBLY OCCUPANOMS. TOPOGRAPHIC FACTOR Kat n IA FOR FLAT78RRAIN USE ONLY, THE88 TAB= NOT VAUD FOR e e 10% OF LEAST HORIZONTAL DO HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (01* ■ 4b0.18) ENCLOSED BUT" ONLY. OF VIRAN ROOF HE*HT WHIOHEV1 VERIFVUSEOPKd-OSS (OPECTIONALITYFAOTOR) WRHLOCALSUBDMGDBPARTMEW. BUT NOT LESS THAN 4% OF LEAST WM n HIGH VELOCITY HURRICANE ZONE. TAB= ARE FOR WALLSANOVBRrICAL SURWACR B ONLY. S. ADHERISTOALL LOCAL IMPACT PROTECTION SYSTEMORDWNNCES, DIMEMMON OR 3FF. B. NO CER11FICATION IB OFFIONSD FOR THE WBORI Y OF THE HOST STRUCTURE. USE ZONE S IF ALL IN QUESTION. C 7. MUW TAS B%PREBBLY PRDVMW HR M. NOADDRIONAL CERTIPIQATIONS ENGINEER FOR A MORE SPECIFIC I ORAFPIRMAT(ONSARE 009,10 O. IFREQUIRED. Ell 0 w z ® a M w N>� J SR =moo "" u YIPINO WANG. P.F. .. _ M 88883 28677 Florida Storm Panels 14475 N.W. 26 Avenue - Opalocka, FL 33054 685-9990.685-9000 - FAX 685-7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM.-.'. Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 22gauge panels under number 12-0410.01. (Previously 07-0817.03). This letter authorizes L �► �.%'✓��2s to use our 22ga. Panels under number 12-0410.01 to be used at the -following job: Ii- S 3 /V 5 til - S r— S Sincerely, Victor .Cruz President Enrique Revilla OR Vice -President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company.holding the Dade County Notice of Acceptance. t MIAM% MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ww.miamidade em/e¢onamv Florida Storm Panels, Inc. 14475 N.W. 26* Avenne Opa-Locka, Florida 33054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.029» ( 'n.) Galvanized Steel Storm Panels Shntte APPROVAL DOCUMENT. wing No. AD 12-32, titled " 22 ga. Galvanized Steel Storm Panel-LMl ", sheets 1 through 4 of 4, prepared by MC eering, Inc., dated April 02, 2012, signed and sealed by Yiping Wang, P.E., on April 06, 2012, bearing the Miami- D of Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS -201, TAS - 202, and TAS -203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 12-0410.01 and consists of this page 1, evidence submitted pages E-1 and E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. E� NOA No. 12-1210.01i t APPROVEG .71 F ion Date: 01f 2018 ®I/24 �2 a 13 App vel Date: 01/24/2013 P Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02-1120.02 A. DRAWINGS I. Drawing No. 02-868111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P. E. B. TESTS I. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02-041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P. E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02-007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P. E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P. E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennard% P. E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. D. MATERIAL CERTIFICATIONS I. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P. E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07-0817.03 A. DRAWINGS 1. None. B. TESTS I. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. HAWY A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-1210.01 Expiration Date: Olt 2018 Approval Date: OW 2013 E-1 Florifa Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0410.01 A. DRAWINGS L Drawing No. ADI 2-32, titled " 22 ga Galvanized Steel Storm Panel -LW ", sheets 1 through 4 of 4, prepared by MCY Engineering Inc., dated April 02, 2012, signed and sealed by Yiping Wang P. K, on April 06, 2012 B. TESTS 1. None. C. CALCULATIONS I. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. ge�� 4. a.'� HdWy A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-1210.01 Expiration Date: 01/23/2018 Approval Date: 01/24/2013 E-2 NALJ 2DW 997 1 0.370` .988' 0.18¢' 0.907° TOP MOUNT AllR0001 0.007° 1781. d ou 0.082' OAA 1789' TYP 3 O ' t.•.i�ll ' _ .ice! 1—T 1l440v8l4° big {g.� 1O OAOE (NO=.I ALV. d 0.128' � OTEEI.OItADB� � —• iDF'MW ! lL000'MAX � tl a . u S�.D ANQLE e e PROM= REVEM ��� i7�Q19�0p0 Bu ft•�(•vao0 1 No O •O.S B GENERAL NOTES: L THO 8HUTT9/ 8T8TEM HAS BM 0E810NEDNOTBBIEOABALAROE MIBBILSMPAOTPROTECTIVE8Y81®IDIAC9HORf YIHTRLM FLDi�ABfAtO.TAB DEE010AND PROT0601BTAOEDI FCt9AND t DlMCTA820]POR tOQFORM8TAn0AiRPR APmTae 20$FC m9 FOR DYouo rWC LBAol7B1. Z NO BUSINCREASE MALLOIWBL8 VIUM MOM USED INTHE VTOP ^H' DE810N OF n0: ANCHOR WOMTAWX& a Poorto+EAND t+�aTne DeazaR PReeBHeteBTo ee IIs®vrn9TlNAE ORATBM988MVMHEIERMOaO)BYOOOW. 0NA.lASM A VBIHTHEOOVERNEI000BB.MPR AbS.7-1818 T-DtSL T ro 6AU2IU1Te PRB80♦>tfl9 FORIIBEMTN TIOBPR0016T. TitH 1� OFA SOP DIP867fONAUTY FAOTOR NO.p.88CALL011fED. IM- W 8.8.81od01X 4.7HE SHUTIMOVOTOM OETAMED HMWW89OBNMWANDDOW NOT ORMAC@®801.T8A— PROVB&OB'ORMATIORFORAW-t SM D SM CON0111OUB OEIBATE EROMMS OONCTICIB DBTMi D HRW4,AT O W OA• TTP. ENWOMORREMSTEWMARMUTECTOMPMMSTEWSWIC DOCUMER8TO BB USED W CONAOniRONVATH MOCC HENT. 98OA.OALILORE. 6 PBRMITIWLDRtOXgI.LVEWPYTNBAD�IROY OFTHS00OIOY0 DENT PLAM OfRUCRWBTO NRHBTAROADDOtOmWPOWO LOA06 9'+2YO.t28` B. tYIORMPNBB88RAL1889H0A8H8i(OPLVAMT930Tft02QS88t•0.M2' 0M70AUAVXM MN►OONFORMWOroABfIEASM 8TRUUfUlVlQUALM. GRME SPAM 0 OALV.QOATBIOMITNAIBR.Fr-MaIMLALLOUTAMMSKAtLeE 0083TBALLOMMIIMALLOY. v DAY TRACK OPTIONAL VI -0 OTITCH BOLTBVATN"WHm B OVERIAPB®A SPANSPAN ® TAPPROPRIATB y W a I MOUNT ELSNATION MAY SEA r g TOPABOTTOM „ IAHTPANEL TYPIORL BEFDT�1pAN�L 7 r PAM' OBSTrdxmm FOR /)BUILOUT D - MOUNT O Qmm DETAHL a OLTB am Flart" AD12-32 I OF 4 MZM0RW*=FRMa SFS ANOIfOR sm= mm OSTTPEOFBISULrm OPRORA BLUDOUT MDUXr=00XFrtRMrM WTREWMORMLI vomwi am Iplyymg wiLhtlte Blorida ag Code smdmam 73 �LvAM It - iu1 MOUNT SECTION � OLOONRBQRORTTFS rrwL mm" . MAXIMUM ALLOWABLE MINMRIM SEPARATION DAN srtUlsm R e /rte FTROIq OLA88 SCHEDULG •e SPAN SCHEDULE NOTE8: I.mneRsewreox�wr wrtx IO3/ATIYB DE810t1 LAAOroGOTSCESBIIN®OSSAUAMM BUM PMIE1pcw BLoMs B'AAO"cRewmL'roH RSM FOB NSM%MDHM=LaU& 87W W OR EQURL TO 2DfERPQLM l8HfVMML008A A07lfA®.B.OIIUMM IAB NM MM 10A0 iril 'R" TRACK /DIRECT MOUNT SECTION nCEILINC�IRLOOR MOUNT SECTION S M.Ta Y .LTB PG.W- Load WSn TIS)) ewmdwn smmdm 30 944 7 12r 8-r 276' 1.84° Mr Ur 3.00' 38 8-8' 778' 1.18° 8-8' 778' • 710' 18-0' 3.00' 3-00' 40IL �wffiLOSBPioada 1.2r 2 22r A 0 013 380'. 46 &4r 778° 1.w 84B° 778' 741' W 84' 778' 1.36° IV -IV 777 773' W 8'40' 778" 1 9.1 7M 44' 70 AW 7 r8' 778° 224' TABLE T2 NOTES: 7.ENMBwMSol@WRBwfiHFOBRwE0E = LOMTO08TPMl DOMALLOg7 MSTORLI PAMEEPARg7MFUM OUSE VIOMTOM PR:,"=Il. StBMISB LM ABMMFMt= VA POSRIVaLmmomT. 4Si1S W OIAT= BRT%M LDM A W SP7AKE ORWW MB IAB NM HOM LOAA m�rEwoa tlSILlPa1MH 7U88 roBDTTOYTWAB I t U9��{ww®BAOHTPoASV <YtOlTmdQB'tOtI BiBELTIAB o ((1A1BB ®® MB,N,Bro a P1ATHA8'OO. BSTW®ITR{ABBB P80p>u7'RBf� g44 � 8 �wffiLOSBPioada { A 0 013 d ALIOIOR ON.VerE[LBSTIM PAM AB ram . M GO�U,O@O1101ii TITS ASe�mRR Arnseo __...._ � cu 2977 AD12-30 8 OF 11 FHNETRATAN m'"C'•"m`w°` OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS ORPRIBED y �`wm"mw=,FRJ"ou. YJ ! NWOMWAT4FFM CMAbM=SW@OU 4V OER79_ _TRACKISOMETRIC ,qt/ ryam,! V�M a.m CwTTFe0FsT14zli10t? I Mi 11 j �,,_. LHiMAY BE�Nf maoa�MAx @HEA6ER/8ILL MOUNT SECTION P DIRECT WALL MOUNT SECTION HiHF.OHTAR$}N,T9. L hI MHA�tAOCAP eMa 1 11 m vk r.oaml,%V. MALE®HND a+asMamnr�x `� 1 DA AOOcabooFPPMai h M� g �AA9IDA 060710N7YPH 0700NNHGADN iTPa aAM0147M>;di opsaw tow Ta FOA MAR HACM RePHRBNDHMI�A SCHE= Ta FDA MAR ^WALL MOUNT RECTION N CMUNG/FLOOR MOUNT SECTION MtH asmmmTOLEM ZWF y$Nj HLORFHA"mmoommom"mWN > �f�"r2lo•0)9XffiT=CMCk1MKDLLGWoAFAnM¢ WHe ///'� waTTFaoFsrw�aTulml 1 ����a..,��..00/B neusmTm (aHe l oAHMHED—eAaHDaMTmeoFerauanHaD j �,,_. LHiMAY BE�Nf maoa�MAx @HEA6ER/8ILL MOUNT SECTION P DIRECT WALL MOUNT SECTION HiHF.OHTAR$}N,T9. L hI MHA�tAOCAP eMa 1 11 m vk r.oaml,%V. MALE®HND a+asMamnr�x 8(1_ ILL TRACK ISOMETRIC �mrtoMTAAauLra �ZDIRECT WALL MOUNT EXTERIOR ELEVATION TOF'+PTFACKCR 000 E:i n g TW VIR4.cx �w aoTolmm (PAUMTO HFHR,)� tlm9i asmmmTOLEM ZWF y$Nj ILd: To m pMm== � AILro LaFTJ q+ 8(1_ ILL TRACK ISOMETRIC �mrtoMTAAauLra �ZDIRECT WALL MOUNT EXTERIOR ELEVATION 000 E:i g aornrNTaawcoR aorroe+vTAaol�AHreNro aoTolmm g�� 8(1_ ILL TRACK ISOMETRIC �mrtoMTAAauLra �ZDIRECT WALL MOUNT EXTERIOR ELEVATION E.8 EDGE DISTANCE ANCHOR NOTES: ANCHOR SPACUd(3 SCHEDULE ar EDGE 388 UP &eR1 TO 1o9R1 LOAD PANS UP TO aeon LOAD OONNTYPE CONNTYPE CONN TYPE 8.War 8x 7.7- &481&7 30 B.r CONN TYPE 1&4• . so 72810.7 ar 100 616' 100. 47 65 39 r18 8 1 16 1 1& 71. 130 72 1281ST o0 aT 49 1E.8'1SA°t&0°7&0° 128°1&0'11.6•13T 126°1&P &,r 10.r Yaap�)•888.W tANCHOR am a9 728.1&71&71&8 74016.0' arils 126.167 &770T as 0 72 128'147130147 128 ur8.710.712r7&7S.7tO000 I 1a 10.9" 1 & '142 1S7 130 120147 &7 105 128° 1&8 90100 120 law 8.4° 109°LID•9ET 110116.7 B.8' or 128'taw a2' ar 95 147 LEADLOANCHOR 66 14.6' I&014.3' 115 1801&7 69' 0.7 18.71&71&0• 1 18010x710 1201&7 75 80 72 NCHORo01&7147 145160 60 6.8 &7 Tx 90 149.147 7.r 9x )•240 160 /8.r1t51ar te.D• 7.r 9x 120 18.0' 7.r 9x a8 tWXI-v4' 180 12.81&7 7.1' Or 128.18E 7.r ex 100 7.1• ox 018115 r xWEMMD 32 120 I0.V 1& 1& 80+ 16r 92- l2r 918110 4.0 4r ELCO PANaYATE 49 12018.71&719.7 12r 160 65124• ar I80 95. 95 112.5"140 12o•16A• o.?' 0.1• p4O4338DP31 CWq N76714510.7 12.6.167 &r"A' 1XVI&7 02' Or 72 TaaP(®)•371.W 74 1801a713T 125185 ox 9.r 25160• ex 9.8• 1oup a23&6O Veep(Is)•ses 130 145180 85 s5 twIILV- 02"or I1r7&7 ex s5 ANCHOR NOTES: ANCHOR SPACUd(3 SCHEDULE ar EDGE 388 ANC 7 LOAD PANS UP TO aeon TAPCON 49 1&r1671ar 12r 8.War 8x 7.7- &481&7 30 B.r CONN TYPE 1&4• . so 72810.7 ar 100 616' 100. 47 65 a47 9.r o r 6.9' ILw Taep0b7•21400 72 1281ST o0 aT 8.28 0.r 38 9A• 62r 9r 3.8. 80 ELCO TAPOON Yaap�)•888.W 130 aw or &r e.0 9r &7 60 010 &r SS 60 as •7 70 la7 I&81 I 1a 10.9" 1 & '142 1S7 ALL4101=801ID•SET 0 12.07&71601&r 110116.7 B.8' or 128'taw a2' ar 95 147 LEADLOANCHOR 66 14.6' I&014.3' 115 1801&7 69' 0.7 18,8'tar 6S 64• 190 Teap(@) • 388 72 120165 OS 80 145160 60 6.8 120 Mr. 60 &4• LEADSHIELDANCHOR )•240 160 1&81&9` 85 48 126.160 RV d4' I47 65 o.T a8 tWXI-v4' BS 18.0 126• low I 7.8 7.r 018115 r ae IGO BUDD PANELMATE 49 1401&7110 9r 918110 4.0 4r 0.48' 0.4° 30 40 IN 1a &r ,1 • as 112.5"140 12o•16A• o.?' 0.1• 04r 90 05 &r 910 &1. 47 SLOG PANSLMATE Taeppb) a 404.76 72 o4814A' 60 80 62V Sr 8.4. 4r 818 &V &4. 4r To8XCS • VZG0 1oup a23&6O ISO 048 &r 8.8 4r 62V &r &e 4T 6.2w &1' Wr 4r ANCHOR NOTES: ANCHOR SPACUd(3 SCHEDULE � ANCHOR SPCA-TC�INO SCS HEDULE ar EDGE DISTANCE ANC ANCHOR LOAD PANS UP TO aeon SPANK UP TO 6978 ELCO TAPOON 49 (Pat) CONN TYPE CONN TYPE 1&4• . 45 la7 C8 CB Ce 08 ILw 3A' 110 3 • SIM Tw3(0)v21&00 72 ELCO TAPOON 46 •1B0 lox 71.8 18.0' es (MIN 3920P$ItlONC) as 10.7 10.6' 70 la7 )-SMO T4ap(Oi)•489.W a6 '142 1S7 80 195 124 VOMP)-47LO 72 '11.7 188 95 147 ALL•POQOBSOLIM312T tWX7-7A7'EM880 39 1189• 70.0 14r 70.8 190 ALL-P00478SOL04ET 49 1&7 19.0• tar 147 1s0 LEADSHIELDANCHOR as -tor 10.7 BS 1&0' 72 TCep(0) • 42&00 a8 127 I LV BS 18.0 a6 )•42&00 72 ae IGO Sx 1&0• 4A' xt 72 1W 1a &r ,1 ELCO PANIB.MATE OB :180 190 8.8' 1a0 SLOG PANSLMATE (ON 3300 PB CONIC) • 68 ;e9• 18.0° a.7 tao• 120 To8XCS • VZG0 So 715 190 4.6' 1B5 18.0 Vaapt1b) • 666.00 72 00 lar 40 18.0 � ANCHOR SPCA-TC�INO SCS HEDULE XI-IMPEMBED asILV ANC 1 Tr x 49 ELCO TAPOON 49 147 147 ax 1&4• . 45 la7 Be 175 ILw 3A' 110 3 • SIM Tw3(0)v21&00 72 1 &C140 180 13P 11.8• &4' 0.T es Vwp(m)o868.W 189 60 1a? )-SMO Mr 72 189' 180 124 Ia 170 1A•7A1'EBBSD ' 39 B ALL•POQOBSOLIM312T 49 '1&r 1&7 69• 190 ' 46 I.SADSI- ANCHOR • as 760 1s0 Sr ISP 10.8' 70 TW40) a 380.00 72 140 I&7 4A' I&r a6 Vacp(D)•240.W 130 Lr 190 4A' 109' 72 X1- se ,1 tole 7.1 145 SLOG PANSLMATE 49 765 Isr 4S 120 48 100 • as 10x 18.0 7oT 6s aeppa)=204.78 7267 lar 0.r 86 VwA(m •298 130 4r 124' 0.r � ANCHOR SPCA-TC�INO SCS HEDULE 27 M OE DISTANCE O,Tr ANC LOAD AM LIPAM � 8.6011 = 10 x 49 105 7.r 1 CONNTYPS 8. as PENEIRAMSCRSIN 45 la7 180 BS 147 s0 ST 100 1& 3 • SIM 100 ELOO TAPOON 40 180 13P 11.8• &4' Taap(0>•sa663 es � 180 a� 9p )-SMO )sa2,97 72 6r 180 4A• 1e.0' 11.8° 9.7 x1• THRSAO B 7 1 a 1 130 PEDETR.WOOD SCREW ' 46 140 160 so 144° }p( 18.7 12.7 10.8' 70 +&7 oaM-42090 as 14.4° lox g T4 )�884W a6 72 lar e5 or fov 0.r 5 4 V=PP)=56.74 72 60 142' PANELNATS tole 14.1' t• 8 xIN i1a, 16V 115 r 1*25-* +& BRASS Bum=& 48 100 100 BS 142' 1N•4080HfiW 6s mr 18.0' 170 aap(Po� 281.00 86 o5 1a0 100 Vaap(® e29a� 74 ex 140 100 � ANCHOR SPCA-TC�INO SCS HEDULE air EDGE DIRT 27 M OE DISTANCE 39 ANCHOR LOAD AM LIPAM � 8.6011 = 10 UP � 8978AM Te 49 105 7.r (pSQ CONNTYPS CONMTYPE as BT 4r S r C7 Co C7 CS 12 IWXI-WEM11ED s0 ST 100 1& 3 • SIM 100 ELOO TAPOON 40 180 13P 11.8• &4' 30 t&e tar 100'7 82, effl 49 )-SMO 80 1Er 8? e.e &7 • BS V48pf0•S80.W 72 11.8° 9.7 &V &r 72 X4 38 10.0' 18.0" lax 105 130 ALL4MINISSOLID•8ET 48 185 14.r 19x &7 a9 LOADSHISDANCHOR 65 18.7 12.7 10.8' 70 49 oaM-42090 as 14.4° lox ox or • 68 V )•428.00 72 1 1a7 9x I e5 or 12 0.r 5 4 4.0 ar 1 7AECO 190 PANELNATS 46 14.1' t• 6.r 8.4•3900PEcoam1-7,20 as 115 r 1*25-* 7T 8x 08p(m)•2U.So ss 9r .7 &4' 40 Vwpps •28490 B.8 15 40 air EDGE DIRT v • •wammm 39 120 Lr ez 6. EL.CO TAPOON 49 105 7.r o5 40 NOMINAL rx41 WQ WOOD STUD,(W EDGE OIs7ANCE ISACOIPTABLE FOR VOW FRAMM). WOOD STUDSMALL BE SOUTHERN PINI,GREATER as BT 4r S r _ 4. ANCHORSI SNALLSODIBT' TAS CE WITH MANUFACTURERS' RECOMMENDATIONS. Teep(W •17400 12 70 4.7 s0 ST ACC78•TABLE ONLY FOR 81DI CLOSURE PIECES. .-,.v W-�,.ay Y � _ 3 • SIM 100 e5 45 &7 &r x1IWEGIS 30 t&e tar 100'7 SOLD -BET 49 14? 14r 90 &r �DANCKOR • BS 11.r ar 7.4' &r ate800.00 72 90 7.4' o5 4rVaapp-m-2 .00 130 o r s r 00 40 -IW a9 11x LOP 7.r S-'*EL00 PANISLMATE 49 Sr ar BT 41 j7,1VXSVEMBE96 SORRIN6• • 68 75 60 a7 30 TaaM:201.W 12 0.r 5 4 4.0 ar • 19160 190 61' 40 4.4• Sx air EDGE DIRT I. SPANS AND LOADSOMM HEM ARE POR DET9RMININO ANCHOR SPACING ONLY. ALLOWABLE sTORM PANG.011ANS X ' 75 PEN87RIAOSCIM 45 o5 6r 41• NOMINAL rx41 WQ WOOD STUD,(W EDGE OIs7ANCE ISACOIPTABLE FOR VOW FRAMM). WOOD STUDSMALL BE SOUTHERN PINI,GREATER as BT 4r S r _ 4. ANCHORSI SNALLSODIBT' TAS CE WITH MANUFACTURERS' RECOMMENDATIONS. 4app)•8W,69 es 40 &7 ERHERA PAN HEAD. TRUS8I7AD.ORM'AFSR BEAD 831 LII BOLT} PRODWrRay� $ = PE A 9. MDID4UM EMBSD114ENTAND 4008 06sTANCE E%f4.=BT000OOR OTHER VAU FOMME8.0 K' 20877 ' ACC78•TABLE ONLY FOR 81DI CLOSURE PIECES. .-,.v W-�,.ay Y � _ M• 82.97 72 4.r s5 I -w 89 4• PENETR.WOODSORBW 46 so, 8.41 4x 9A• es S.r Tcop)•21KOD SO 4.r ar or V*GPP) 72 4.r ar 49' 39 13.7 9.4 Lr MVMBUSHING114-21) 5 eexx tix j7,1VXSVEMBE96 SORRIN6• 4S0 1 &w Lr' T 491.00 s0 70 s0 &r ar •282 72 7.0 &7 &1• Sr I. SPANS AND LOADSOMM HEM ARE POR DET9RMININO ANCHOR SPACING ONLY. ALLOWABLE sTORM PANG.011ANS ' rORSPECIFID LOADS MUST BE LIMITEDTO THOSE MOM Of MM ALLOWASLE WN SCHEDULE (TABLE P. ENTER ANCHOR SCHEDULE NEGATIVEeREATER THAN OR EQUALTO0 9MG STRUCTURE MATS TYPE. SEREATERLECT DES= LOAD OR EQUAL M S. WHERE LAO SOFMWS FASTEN TO NARROW FACE OFSTUD FRAMING. FASTENER SHALL69 LOCATED 94 CENTER W' ,��11`��:NQ�•V(/ 4 SHUT'IR SPAN. NOMINAL rx41 WQ WOOD STUD,(W EDGE OIs7ANCE ISACOIPTABLE FOR VOW FRAMM). WOOD STUDSMALL BE SOUTHERN PINI,GREATER &68LSCT CONNE.TION TYPE RAM APPROPRIATE MOUNTING QONDTRON (SEE MOUNRNO DETAILS ON SHEETS 2 0•0.68 OR DENSITY. LAO SURfi VSHALL HAVE PHB.L78 PAN HEAD OR HEX HEAD. 7. • DISIONATED REMOVABI.IAN ANCHORS, ARE REQUB6W FOR DIRI0TM0UNT D4SPALIATNDffi. �� ,••'\CE 4 _ 4. ANCHORSI SNALLSODIBT' TAS CE WITH MANUFACTURERS' RECOMMENDATIONS. B. MACHINE SCREWS WALL HAVE M848UD6 OF 1/P ENGAGEMENTOF THREADS IN BABE ANCHORAND MAY HAVE Y�0 �e • pLONiDA � �' � & WHERE BUSING 9TRU6RURE RI MOOD FRAMING, OW MC CONDITIONS MAY VARY. FELD VERIFY THAT FAWROMARE INTO ADSOUATEWOOD FRAMDKi MfIIr 6, NOT PLYMOOD. FASTENOtO ERHERA PAN HEAD. TRUS8I7AD.ORM'AFSR BEAD 831 LII BOLT} PRODWrRay� $ = PE A 9. MDID4UM EMBSD114ENTAND 4008 06sTANCE E%f4.=BT000OOR OTHER VAU FOMME8.0 K' 20877 ' ACC78•TABLE ONLY FOR 81DI CLOSURE PIECES. .-,.v W-�,.ay Y � _ t0. DEOMM788AM"R 00NDTRONB W)UCHARE NOTACOIPT FOR Use. Z� w� o� as: a1 N9 if 4 UP Florida Building Code Online Page 1 of 3 Product Manufacturer Masonfle International AdrLress/Phone ii 1955 Powis Road West Chicago, IL 60185 (615)441-4258 sschrefber@masonite.com Authorized Signature Steve Schreiber sschreiber(tmffionitasam Technical Representative Address/Phone/Emall Quality Assurance Representative AddresqMwrwjEnW Cary Exterior Doors _ IN Subcategory Swi AssembAas Compliance Method Certificatiorr Mark or Ustlrre Certification Agency Ameditation & Management Inmate, Validated By National riagement Institute, Piderenced Standard and Year (of Standard) Standard Y=r TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By I affirm that tura are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Docuawntation from approved Evaluation or Validation Entity , ?i3 Yes 0 NO 0 N/A Product Approval Method Method 1 Option A Date Submitted 02/06/2012 Data validated 02/06/2012 Date Ponding FBC Approval https://www.floridabuil&ng.org/pr/pr app dtl.wpx?par--wGEVXQwtDgUSMGyvgT=P... 8/1/2013 Florida Building Code Online Date Approved 02/13/2012 Page 2 of 3 m nets Model Number or Name n 334.1 WAhearlass Side -hinged Door Units - Impact 61-8" Opaque I/S and O/S Single Door ted- --- Limits of Lisa Certification Agency Certilcate Approved for use In HVHZ: Yes X4334 R6 C CAL NI005930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Reslsta:tlA Yes 04/30/2015 Design Pressures +70.0%70.0 Iuustallation Instructions Other: Evaluated for use In locations adhering to the Florida Building FL4334 R6 II FL0120.odf Code Including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute, requirements as determined by ASCE 7, Minimum sign toads for Created by Independent Third Party: Buildings and Other Structures, doesactearmthe design pressures Evaluation Reports Iist3.�x 6'� trnasx niimiriai size. Hurricane protective system Is FL4334 R6 AE 504A.odf NOT required. See anchor detail DWG-MA-FL0120-05 for additional cocoon. Created by Independent Third Party: Yes 4334.2 FlBergless 51 ed Door Units - Impact 8'-0' Opaque I/S and 0/5 Single Door Limits or use Certffkatlon Agency Cerdfleate Approved for use In HVHZ: Yes FL4334 R6 C CAC N1005930.02.PDF Approved for use outside HVHZ: Yes QuallIty Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +70.0%70.0 Installation Instructions Otters Evaluated for use in locations adhering to the Florida Building FL4334 R6 II FL0121.ndf Code Including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management InstidRe, requirementsasdalermined by ASCE 7, Minimum Design loads for Cnaatsd by Independent Third Party: Buildings and Other Structures, does riot exceed the design pressures Evaluation Reports Iii. 31-0" x 8'-0' max nominal size. Hurricane protective system Is FL4334 R6 AE 503A.adf NOT required. See anchor detail DWG-MA-FL0121-05 for additional Created by Independent Third Party: Yes Information. 4334.3 Fiberglass Side -hinged Door Units - Impact Rated '-0.Opaque O/S Door w/ or w/o Sldelibes Limits or use Certification Agency Certlfleal e Approved for use In HVHZ: Yes EL4334 R6 C CAC N1005930.02.PDF Approved for use outside HVH -* Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +55.0%50.5 Ration Instrudlons Otter: Evaluated for use in locations adhering to the Florida Building FL4334 R6 II FL0121.odf Code Including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute, requirements as debermined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the design pressures Evaluation Reports listed. 12'-0' x 81-0' max nominal size Hurricane protective system is FL4334 R6 AE 501A.0 NOT required. See anchor detail DWG-MA-FLO121-05 for additional Created by Independent Third Party: Yes Information. 334.4 Flbergdass Side -hinged Door Units - Impact Rated 8'-0' Opaque I/S Door w/ or w/o Sidelibes Limits of use Certitkattim Agency Certificate Approved for use In HYNZt Yes FI -4334 R6 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressures +50.5/-50.5 Installation Instructions Otter. Evaluated for use In locations adhering to the Florida Building FL4334 R6 II Fi.0121.ndf Code Irteluding the High Velocity Hurricane Zane, and where pressure Verified By: National Ameditaton & Management Institute, requirements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the design pressures Evaluation Reports listed. 17-0' x 8'-0' max nominal size. Hurricane protective system Is FL4334 R6 AE 501A.Ddf NOT required. See anchor detail DWG-MA-FL0121-05 for additional Created by Independent Third Party: Yes information. 34.5 334.5—S Fiberglass Side -hinged Door Units - Impact Rated '-8' Opaque O/S Door w/ or w/o Sidsiites Of u!ts Certification Agency Carldflcat s Approved for use In HVKD Yes FIA334 R6 C CAC NI005930.01.PDF Approved for use outside HVHZt Yes Quality Assurance Contract Expiration Date Impact ReaIstasstt Yes 04/30/2015 Design Pressures +55.0%50.5 Installation Instructions Otter: Evaluated for use in locations adhering to the Florida Building FL4334 R6 II FL0120.edf Code Including the High Velocity Hurricane zone, and where pressure Verified By: National Accreditation & Management Insa te, requirements as determined by ASCE 7, Minimum Design loads for Created by Independent Third Party: Building and Other Structures, does not exceed the design pressures valuation Reports Listed. 12'-0' x 6'-8' max nominal size. Hurricane protective system is FL4334 R6 AE 502A.ocN NOT required. Sea anchor detail DWG-MA-FL0120-05 for additional Created by Independent Third Party: Yes Information. 334.6 Fiberglass Side -hinged Door Units - Impact Paw '-8' Opaque I/S Door w/ or w/o Sidelites its of use Cerldficartfort Agency Cartficate Approved for use In H1RIZ: Yes FL4334 R6 C CAC N1005930.01.PDF Approved for use outside HVK& Yes Quality Assurance Contract Expiration Data Impact ResIMntr Yes 04/30/2015 Design Pressures +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida Building FL4334 R6 II FL0120.udf Cale Including to High Velocity Hurricane Zane, and where pressure Verified By: National Accreditation & Management Institute, requirements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the design pressures Evaluation Reports listal. 12'-0" x 6'-8" max nominal size. Hurricane protective system Is FL4334 R6 AE 502A.odf NOT required. See anchor detail DWG-MA-FL0120-05 for additional Crested by Independent Third Party: Yes information. 4334.7 Fiberglass Side -hinged Door Units - Impact Rated '-0' Glazed I/S and O/S Door w/ or w/o Sidelitas Limits of use Certification Agency CertlRcate Approved for use In HVHZ: Yes FL4334 R6 C CAC N1005930.04.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 04/30/2015 Design Pressures +50.0%50.0 Installaftin Instructions Otter: Evaluated for use In locations adhering to the Florida Building FL4334 R6 II 8L0123.odf Code Including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute, https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 8/1/2013 Florida Building Code Online Page 3 of 3 requirement, as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-W x 8'-0' max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO123-05 for additional information. Created by Independent Third Party: Evaluation Reports FLA334 R§ AE SQIA.odf Created by Independent Third Party: Yes 334.8 Fiberglass Side -hinged Door Units - Impact Rated '-8' Glazed I/S and 0/S Door w/ or w/o Sidelites Uni is of Ilse Certification Agenq Certificate Approved for use in HVHZs Yes F1-4334 R6 C CAC NI005930.03.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 04/30/2015 Design Pressures +60.0/-60.0 Installation Instructions Other: Evaluated for use In locations adhering to the Florida Building FL4334 R6 II FL0122.odf Code including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Instibrte, requirements as determined by ASCE 7, Minimum Design Loads for Creates by Independent Third Party: Buildings and Other Structures, does not exceed the design pressures Evaluation Reports listed. 12'-0' x 6'-8' max nominal size. Hurricane protective system is FL4334 R6 AE 502A.odf NOT required. See anchor detail DWG-MA-FL0122-05 for additional Created by Independent Third Party: Yes information. Contact Us:: 1W North Monroe Street.Tallahassee FL 37399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2010 State of Florida :: under Florida law, en aa addresses are public records. If you do not ward your e-mail address released lo response to a public -records request, do not send exxU9nk mail to this entity. Irotead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Stabuta% effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deparbnent with an email address it they have one. The emalis provided may be used for of dal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emall address which can be made tltlabl� public. To determine If you are a licensee under Chapter 455, F.S., please Product Approval Acogdss KIWOM CreditSA https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 8/1/2013 NQ][ICE OF PRODUCT CE_I 11FICATION 1. Company-, Slasomte International Corporation Certification No.: NI005930.02 1955 Powis Road Certification Date: 02/17/.2005 West Chicago, IL 60185 Expiration Date: 04/30/2015 Revision Date: 05/23/2012. Product: Fiberglass Impact Rated Opaque Inswing or Outswing. Door w/ and Wo Impact Rated Sidelites (w/Wood.Erame unites noted) Specifications Tested To: TAS 201/202/203-94/ASTM E330 The '"Notice of Product Certification" is only valid if the NAMI Certification t:abef has been applied to the product as described within this document. The :certification tabel represents product conformity to the applicable specification and that ail certification criteria has been satisfied. This product has been approved for listing within NAM14s Certified Product Listing at www.P+lamicertifiiration.com, NAM.I's Certification Program is accredited. by The American National Standards Institute (ANSI). Configuration [owingGtazed or or Maximum Design .. Pressure WaterMisxlte Test Impact Test Report. Number Drawing Number outswing Opaque Size Pressure Rated Comments X tti@ I/S Opaque 310" x 8.1i}" +701-70 2.86 psf Yes NCTL-21.0.31.02-1 Maximum Panel Size: 3'0" x 8'0" Ane 13eWit-MA-FLO121-05 $Ingle O/S Opaque 't}" x 8'fi'' -76'7$ 10.5 psf Yes x1tCTL QMncDa.2 ltSOi-z3e 3'.A " . PMFL012 Double I/S Opaque °' + 5 2.86 psf Yes - Maximum Panel Size: 3°0" x 8'0" Anchor Detail-MA-FLO121-05 XX Double O/S Opaque 6'0" x 8'0" +55/-50.5 6.0 psV 8;25 psi" Yes NCTL=2101.31054 Maximum Panel Size. 3'0" x 8'0" Anchor t3etail-MA-FLOt2t-05 X0/0X Singlew/Sidelite US Opaque Door Gtazed.Sidelite 6'0" x 8'0" +50.5/-50.5.. 2:86 psf DoorlYes Sidelite-Yes NCTL-210-3105-1 Maximum Paul Size: 3,0rx.S " Anchor.Mta WA-FL0121-05 XO/OX Single w/Sidelites . O/S Opaque Door Glazed Sidelite 6'0" x 810" +55/-50.5 6.0 psf/ 8:25 psf" Door -Yes Sidelite-Yes NCfL-210-3105.1 Maximum Panet Size; 3"4" x 8'0" Anchor Detail-MA-FW121-0S OAC© Single w/Sidelites I/S OpaqUeL DOW (dazed Sidelites 910" x 8'0" +5015/=50.5 2.86 psf Door Yes Sidewes-Yes NUL-2:10-310.5-1 Maximum Panel Size:Y0, 0, x 8,0,. Anchor Detail-MA-FLOt21-05 OXOL Single W/Sidelites a/S Opaque Door Glazed Sidelites 910" x 810" +35/-50.5 6:0 psi/ 8.25 psf* Door -Yes Sidelltes-Yes NCTLI-.2110-3105-1 Maximum Panel Size: 3`0" x 8°0" A dwr Detail -MA -Mon l-05 O3CXQ Double w/Sidelites IIS Opaque Doors Glazed Sldelites 12'4" x 8V' +50.5/-50,5 2:86 psf Boors -Yes Sidethes-Yes NCU-210-31054 Maximum Panel size: 3°0" x s•ttM AttcEior Detail-MA-FLet 11-05. OXX() L�©uble W/St(1@�4s t fS Opaque Doors Glazed 5idclttes > 12'4" x 8'0" +55/-50.5 6 a psf/ 8 25 t* p$ Doors -'ices Sidelites-Yes NCTL-210-3105-r Maximum Panel size: 3"0" x s'o" Anchor Detail -MA- 11.05 *l;igh.Dom Threshold. National Accreditation & Management Institute,`Irtc./4794 George Washington Memorial Highway/Ilay,'YA 72 Tel: (804) 684-5124. F:ax: (804) 684-5122 NAMI AVTHORIZED SIGNAT'URI : � �//�?G /� _• ® 149" AM. OVERALL FRAME W707H 20.5" MAX 36,375" MAX, HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT D.L.O. PANEL WIDTH FRAME5MAX . 6'-B" DOUBLE DOOR WITH /WITHOUT SIDELITES W/ASTRAGAL (~q =' �- cn ®® ® ® CL GENERAL NOTES � Q.. U 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO U U THE FLORIDA BUILDING CODE AND WHEN PRESSURE U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, r (n DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). p 04 3. POLNOF 50 fa ANDYURETHANE CORE SMOKE DEVELOPED DIINDEX ME SPREAD 6 I PER ASTM E64. a 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT yy • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING i= 4500 HOURS XENON ARC METHOD 1 0 0 DOUBLE DOOR UNIT W/SIDELITES & Ell a N (Li ®® ®® ®® ®® ®® ®® ®® tyi "v z 0 00 00 ffu-' 0 :0 0 0 0 �u 0 00 00SINGLE DODE IT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WISIDELtTES DOUBLE DOOR UNIT WITH SIDELITE WITH SIDELITE W O V m <z WHERE WATER I FlLTRA PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 159 OF DESIGN PRESSURE oATe 2/11 05 TABLE OF CONTENTS OUTSWING INSWING OUTSWING NGS4r 09 SCN,E: N.T.S. SHEET Q DESCRIPTION 37.5 +7tl.d -70.0 70.0 -7 .0 +18.0 -18.0 +70.0 -70A + -70.0 1 TYPICAL ELEVATIONS & GENERAL NOT X + -50. + 5.0 - 0.5 +19.0 -1 .0 +40. -40. + -50.5 on. BY. SWS 2 H OCA O AILS OX or XO + _ +S . -50. +t9.0 - 9. + .0 _40. + S. _50. ew(. BY: OX 1 + 0. .5 + -S . +19.0 -t9. + .0 + KURT BALTHAZOR ]ANCHORINGLOCATIONS & ETAI OXXO t49 +SO.S - +55.tl +1 -4 .0 +40.0 - FLORIDA P.E. �� Noa H g m reaho es�gn #58533 DWG-M4-FL0I20-0S SELF IGNITION TEMP ASTM D1929 7S2 'F > 830 'F RATE OF BURNING ASTM D835 0.58 IN MIN C-1 SMOKE DENSITY ASTM D2843 53.4 TENSILE STRENGTH" ASTM D838 3.29 DIFF DETAIL 8"3--{ SEE DETAIL 3" � �q8" t L. c 1 t l t s" s" — $" y B A O8 m 0 g B" 3' 3" � � 3" `>• 3" 3" SEE DETAIL .F- t 8 x 2-112" 2f #1rfx 5/8" # x 2-1/2" #1 5/8" 10 X 2'r DETAIL "C" DETAIL "D" TYR EE DETAIL C. 8' ' #8 x 2-1/2„ raW� yap ASTRAGAL RETAINER BOLT HOLE' MUST BE DRILLED THROUGH o \l THE THRESHOLD &INTO THE DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH c z ATTACH ASTRAGAL RETAINER SOLI FOR A 1.375" THROW VON 110 x 3/4" STRIKE PLATE TO FRAME DETAIL, "F" ASTRAGAL Qo 0 110 !c 3/4" AS SHOWN. N N 0.124' ANNEALED DECORATIVE INSERT 0.090" S4FLEx IqQ (OPTIONAL) 0.124 ADDiEALED .0124' TEMP. WpUO]K ALUMINUM 6R BUM SPACER ,o. g9 x 1-1/Y PHS 1 . •: 1.375' W=r---� 1.75" 0�"Z@ �1.047- ING INSW • • . • • • DI $32 Add nntotlAtdl N.T.S. .;.w ., DR EQUAL 3a �e . ar: SW: INTER TYPICAL GLAZING DETAIL go ORAWM NO.: IMPACT RATED��LASS DM-MA-PLO12C SWEET J OF SEE DETAIL 'C' SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" 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/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" 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 LBS. 3' I �— c 8"3 1 I "8" 31 i3 e SEE DETAIL } 'D" SHT. 2 g, a G ro I I I I I 6. l i I m W I II G H 11 II B II I W B a 10 3" "'I � � 3" 61 I I 6" -d 1-1 1 " 'k I I 3.1 TYPICAL WOOD ANCHOR INSTAI HARDWARE SCHED 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2.14" X 4" FULL MORTISE BUTT HINGES. 1.25° M 'H M" MIN ° A F SHIM" CL— �- IC TYPICAL MASONRY IV ANCHOR INSTALLATION N.T.S. M. BY: SWS cwc. By, m Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer. Masonite LewisvBie, NC 27023 Report #: 504A 335.945.905 Date: 12/29/09 Product Single Door 3'x6'8" Scope: This analysis provides calculations, quantifies, and spacing requirements for installing product to substrate, and ft applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: wood screw (NDS 2M, 11.3) Ind. lin) This analysis verifies anchoring for the following drawings: Side member: Douglas FGA -Larch DWG-MA-FLO120-05 DWG -MA FLO130-05 DWG -MA FLO153-06 DWG-MA-FLO168-07 DWG -MA FLO122-05 DWG -MA FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG -MA FLO134-05 DWG -MA FLO156-06 DWG-MA-FLO172-07 DWG -MA FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG -MA FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG4MPrFL0175-07 Anchors to be anaitfled: 1. #10 Wood screw, for installation In wood frame substrates. 2. 3/16' ITW Tapson, for masonry installation Anchor capacity In show condMon: Fastener type: #10 wood screw (NDS 2M, 11.3) Ind. lin) max.Anciwr O.C. c�) Side member: Douglas FGA -Larch Main member: Spruce -Pine -Fir Side member thicloess: t8 = 1.000 in Main member thickness: tm= 1.5w in Side member dowel bearing strength: Fa = 4,650 psi Main member, dowel bearing strength: F. = 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fy, = 80,000 psi Duration Facto : Co = 1.6 Tabulated lateral design value: Z= 107.0 lbs Allowable Design value: Z'= 171 lbs/anchor Made IV Fastener type: 3/16° ITN► Tapowu N.OA.07-112610 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 113 in Minimum C to C spacing. 2.25 in Tabulated shear design value: Z = 112 lbs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 lbs Actual edge distance: 2.50 in Design value per Interpolation: Z = 189 lbs Allowable Design Value: Z- 1891Im/anchor #Jnim m anchor capacity: 171 IlWanchor Note: Anchors wf8r the least capadW Is used far calwWons to quady anchors with hfgher caped*. Anchor cokulatfoftm mhrirnum raauhad anchors Pressure anabyt stuns with _lx mu thmshol l: 36.38 Design pressure: 85.0 psf Single. Single. Pressure away from stops: 36.38 H 79,25 101`2 Zone Area (ft)Nom) Load Ind. lin) max.Anciwr O.C. c�) Atm Result Cap. land (1135) QtY (an) Al 2.3 195 WA WA 171 2 98 OK A2 7.7 656 6.00 18.00 171 5 131 OK Design pressure: 85.0 psf Zone Area cf+�) Load Ind. (in) tom. O.C. Atm Result Cap. Q"' Load M) Obs) lam) An 10.0 851 1 6.00 18.001 171 1 5 1 170 1 OK \� %,\�S`,R �L/0� f�`f \ J TWIT OF • x� �"� • . 41 � Luis R. Lomas P.E. ooit��•IL' Q`•'�.. FLNo.:62514 '� • �nR�v . \ \� 1/7/2010 Luis R. Lomas A E. 1432 Wood/old Rd. Manufacturer. Masonite Lewbvft NC 27023 Report* 504A e 335-845-9895 Date: 12129/09 Single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf ' ]A2A2 79.25 �� Area (ftz) Load (Ibs) DKI. M) max. (in) AnChw Result .ad s) Al 2.3 195 WA WA 98 K1715 OK AZ 8.9 753 6.00 18.0051 OK Anchor Locations• 36.38 16.19 6.00 TYP. 6.00 TYP. 1 6.00 13.45 MAX. O.C. 7825 i 6.00 1 t Note: Anchor locations Indicated In this document are the minimum required for the described product exposed at the design pressure indicated herein. 201`2 `�\\\IIIIII////// \� 5 R• L0 *; 55�F- 0 TAT �� sZONALIE���`� Luis R. Lomas P.E. FL No.: 62514 1!7@010