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WS-12-1940Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 182888 Permit Number: WS -10 -12 -1940 Scheduled Inspection Date: December 26, 2012 Inspector: Bruhn, Norman Owner: FARINA, JOHN Job Address: 82 NW 100 Terrace Miami Shores, FL Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1131010180360 Phone: 305 - 892 -6507 Building Department Comments INSTALLATION OF 2 IMPACT DOORS AND STORM SHUTTER OVER GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Passedk/4:26(4_ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 182776. CREATED AS REINSPECTION FOR INSP- 180090. Anchors must extend into the concrete at both doors. NB December 21, 2012 For Inspections please call: (305)762 -4949 Page 7 of 17 Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ti PUPA- U DING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: City: Miami Shores loo'4` Te■hicLce Permit No. p'fi OCT 1 X7 2 `' FBC 20 W1ZI94() Master Permit No. ROOFING County: Miami Dade Zip: '37A 50 Folio/Parcel #: Is the Building Historically Designated: Yes NO v"-*.*.-- Flood Zone: OWNER: Name (Fee Simple Titleholder): 7® lr,u Ar Phone #: Address: eg r , t) (A) t 00-6( ¶- v\l o.(, �. Q City: -j Tenant/Lessee Name: State: L Phone#: r S 0 Email: ,.� -L�J 7 CONTRACTOR: Company Name: A�,,�,fJ �V1,.C�,,�J�/l- k,�.(.(iN - Phone #: � ��z-- �� �L, ,J i� Address: City: o 11/4f4 State: Zip: j Qualifier Name: L...E' Y — 6 Ne7-1 C-k) o- Phone#: .0S°'.- L- -cpco7 State Certification or Registration #: CGrC T G'O5 162,Certificate of Competency #: Contact Phone #: ! j --it 2-46-0°7 Email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Type of Work: DAddition DAlteration }0x-4 � o (gall fQJ 'kaki o / Square/Linear Footage of Work: ` Q 1 kNew DRepair/Replace 0.1s 0 ('",r(rtc,A'" Qrs (6s o) Description of Work: ODemolitio ri2,tant e c9ane (IA) Her 41 Sc) Color thru tile: fv + x******** ****** * * ******** * ***** **** ** * Fees****** ******** ***** ** *******************x *** Submittal Fee $ Permit Fee $ ��Q U CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ I�.J ✓� 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, BOIT.RRS, 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 atta ment. for the first inspection which inspection will not be approv Signa Th ours and ,a en (7), einspe rtified copy of the recorded notice of commencement must be posted at the job site ays after the building permit is issued. In the absence of such posted notice, the on fee will be charged. day foreg Owner ng instrument w s ac ,20,by r Agent t re me this Ii The foregoing instrument day of et who who is personally known to me o , 20 12,, by actor edge before me this1 '�'R1 Oi,'"LAi personally produced pr¢dUt'�e who is ersonall known to me or who has roduced r D. dart As identificrt �atd!cvlzr,,,, IIIIMEMBMITAMMAIM NOTARY PUBLIC: Sign: Print: My Commission Expires: as identificatio . d who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: pusuc-sTATE Sandra D. Hatt C r j:siun p er' p` 9'3: A 501,E *********************+ x****** ****** *+ x** **** **+ x****+ xm *******m *+ x*x:+ x***+ x* ********** **x: **** ***************a+**** ** APPROVED BY #K1/0"---17..V— Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk 174 S T A - M-10V' C 2 t P V T ' 7Q © ( L C . c3! o > t ) 2ri ?4,A ..s (ate 5, 7_6 DESORIPTI ®N: The West 1/2 of Lot 5, and- all of Lot 6, and Lot 7, less the West 35 feet in Block 4 of "NAVARRO" according to the Plat thereof as recorded in Plat Book 12, Pa,e 59 of the Public Records of Dade County, Florida. AhDRESS: 82 .N..11', 100th Terrace Shores, Florida 0t� • 1U. kJ. 1 OOTM TE RR 16•ASPNA(.T PAN/EME /4T SET PIPE. CAP tt 2486 0.43 - J v 2l tt' FENCE. o.arw•, 6_T0'N. 44400 po,.ut2 PbtE WITH ANCH00. ti 90' ASPHALT ORtVE .a t6.$3• '1 cs 5To Q'-e CO NCR ETE P340410 S STVCCo R8.5 tpBFICE SCQEET+ PATIO 16.9 • (.104A tJ VW-WA ay.) w Poo-14 ¶6L6 t IT. 20(L%R331ED Miami Shores Village SU "JECT TO COMPLIANCE WITH ALL FEDERAL ATE ANT) FUQ. Vr PI PE 15'3.,0.04W. \0 o \� o GG 0 Eatut LES AND REGULATIONS t4.44-t. tools T €tZQ.. NJ- r- 0.40 .c0, 2O.to• Wit ,r1 TGFs 25•'10 _. ,FI4V 114" ROO O.45 'I4. FENL.E 0.4. N., o.zs'c Et ijz "P1PCV- ' CAP * Z4.86 • 4 u S7� •s, FEWa 1.10 er., \ 4' C.c..a• 0.36'41. I.ktf ES• 1. Alt. PIPES ARE Aoki Z. FNP. + FOCSN10 3. Ct.. CEMTERLtu . 4. DAOE CO. $EtdQNMARIC NO. N4-31?, Lc cATOP. r 3106 , P6.°68, o65cgt .EP A•y P.K. NAIL 1: wA3t♦ER TOP OF cATcl-t taa.li s bT n4.t41. coRUE4 14.E. Zt+a AVE 1 n1.E. t03¢o ST., EASTER( -`t OC Two NOR.TN t3OC.T5 TOP Ft`W.tQE OF G'12S MrOP.ANT 1•,4.t. COQNER N.E. (sr AVE. t t03ao ST. ELEN/.m %PA'. F. t14 °44.6P O 2441 O.17 W • AET 112• PIP@ $ CAP t (496 SURVEYOR'S NOTE: This survey was not abstracted by the undersigned for rights-of-way, easements or reservations of record. ELEVATION NOTE: € evatlons are relative Natrona' Geode(,;, ve't'cal flatus of t929, are snowy thus: - 1°..:g.-- and are based on _210115:P.._ Benchsark(s). N ST �1, r� ot.0 ch P "90012--s 040 F-P0124 ft) R3-- 3`-01'x 649 4E srg2.rr Pis 64 Pic 7 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 1 1 Opening 11) Description of Window or Door or Mullion Product Acceptance Product Approval Openi ng Design Rough Opening Shutter Required �.. Mullion Required Number $esign Pressnre Pressure Size Yes / No files / No Impact (+) PSF (- PSF 4) PSF -) PSF Yes f No ;rte _ .t_ • 11�I_ _ ., ( ew IA 1 l G7 r4 01- 4 Vl iy F'1-C-.1 V -V'I ,,j EM ( iria- f f;,,;S 04/09/2012 - 4 :42pm gabdels Oa N i e o-r+^ Ce vAr 1'i - FL 3- F:\01 Project FSes\_2010- MPS\400 Wind Chart&Reference \00- MPS10 -4O0 Series C&C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 DASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - ZONE 4 Tributary Area 1..,F1.),_,.__ ,.7 10 15 20 25 30 25 0 -15ft -43.4 +40.1 -42.4 +39.0 41.6 +38.2 -41.1 +37.7 -40.6 +37.2 + i8 L_. -+36:4 -46.4 16 ft -44.0 +40.6 -43.0 +39.5 - 42.2 +38.8 -41.6 +38.2 -41.1 +37.7 +3 ;; d .i: +�1 �6�9- -t366 6 17 ft 44'6 +41.1 - 43.5 +40.0 - 42.8 +39.3 -422 +38.7 - 41.7 +38.2 -41. +37.8 e., (( +37.4 -I " r . + 6.8 18 ft - 45.1 +41.6 -44.0 +40.5 - 43.3 +39.7 -427 +39.1 -42.2 +38.6 el 3 X3:.2 9, g �s- +3�, 1+ { +37.7 19 ft - 45.7 +42.1 -44.6 +41,0 - 43.8 +40.2 - 43.2 +39.6 - 42.7 +39.1 -42 +38.7 , A 'a; "�; ' ' j +38.3 +38.0 i 1 +37,7 20 ft -46.2 +42.6 -45.0 +41.4 - 44.2 +40.6 - 43.6 +40.0 -43.1 +39.5 -42.7 +39.1 -42.3 +38.7 - 42.0 +38.4 -41.7 +38.1 21 ft 46.6 +43,0 - 45.5 +41.9 -44.7 +41.1 - 44.1 +40.4 - 43.6 +393 - 43.1 +39.5 - 42.8 +39.1 - 42.4 +38.8 -42.1 +38.5 22 ft - 47.1 +43.4 -45.9 +4I.3 -45.1 +41.5 - 443 +40.8 - 44.0 +40.3 - 43.6 +39.9 - 43.2 +39.5 - 42.8 +39.2 -42.6 +38.9 23 ft -47.5 +43.8 -46.4 +42.7 -45.6 +41.8 - 44.9 +41.2 - 44.4 +40.7 - 44.0 +40.3 - 43.6 +39.9 - 43.3 +393 -43.0 +39.2 24 ft - 48.0 +44,2 - 46.8 +43.1 -46.0 +42.2 - 45.3 +41.6 - 44.8 +41.1 - 44.4 +40.6 -44.0 +40.2 -43.6 +39.9 -43.3 +39.6 25 ft -48.4 +44.6 - 472 +43.4 - 46.4 +42.6 - 45.7 +41.9 -452 +41.4 - 44.7 +41.0 - 44.4 +40.6 - 44.0 +40.2 -43.7 +39.9 26 ft -48.8 +45.0 - 47.6 +43.8 -46.8 +42.9 - 46.1 +42.3 - 45.6 +41.8 -45.1 +41.3 -44.7 +40,9 - 44.4 +40.6 -44.1 440.3 27 ft -492 +45.3 - 48.0 +44.1 -47.1 +43.3 -463 +42.6 - 45.9 +42.1 - 45.5 +41.6 - 45.1 +41.2 - 44.7 +40.9 -44.4 +40.6 28 ft 493 +45.7 -48.3 +44.5 - 47.5 +43.6 -46.8 +43.0 -46.3 +42.4 - 45.8 +4 -45 4 6� 29 ft -49.9 +46.0 -48.7 +44.8 47.8 +43.9 - 472 +43.3 -46.6 +42.7 t'''.:'". - s `•Nib% 30 ft -50.3 +46.3 - 49.0 +45.1 -48.2 +44.3 - 47.5 +43.6 47.0 +43.0 +4 ft -� x•418 4 32 ft -51.0 +47.0 -49.7 +45.7 -48.8 +44.9 -482 +44.2 -47.6 +43.6 4 +43.2 +42. 23 ft 1 35 ft -51.9 +47.9 -50.7 +46.6 49.8 +45.7 -49.1 +45.0 - 485 +44.5 , 1 \. • M 44 ,9 40 ft -53.4 +49.2 -52.1 +47,9 -51.2 +47.0 -50.5 +46.3 499 +45.7 -49 , +45.2 . r/- +44.8 ei.:. V +44.4 " v +44.1 45 ft -54.8 +50.5 -53.4 +49.1 -523 +482 -51.7 +47.5 -51.1 +46,9 -50.6 +46.4 -502 +45.9 -49.8 +45.5 495 +45,2 50 ft -56.0 +51.6 -54.6 +502 -53.7 +49.3 -52.9 +48.5 -52.3 +47.9 -51.8 +47.4 -51.3 +47.0 -50.9 +46.6 -50.6 +46.2 55 ft -57.1 +52.7 -55.7 +51.3 -54.7 +50.3 -54.0 +49.5 -53.4 +48.9 -52.8 +48.4 -524 +47.9 -52.0 +47.5 -51.6 +47.1 60 ft -582 +53.6 -56.8 +52.2 -55.8 +51.2 -55.0 +50.4 -54.3 +49.8 -53.8 +49.3 -53.3 +48.8 -52.9 +48.4 -52.6 +48.0 94 0 2 r -4 �n 8 r m REMARKS EXTERIOR ZONE 5 PRESSURES Mean Roof =eight DESIGN PRESSURES (PSI) - ZONE 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -53.6 -51.5 -50.0 - 48.9 - 47.9 - 47.1 -46.4 -45.8 -452 +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 -54.4 -522 -50.7 - 493 -48.6 - 47.7 - 47.0 -46.4 -45.9 16 ft 440.6 +393 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 17 ft -55.1 -52.9 -51.4 -502 - 492 -48.4 - 47.6 -47.0 46.5 +41.1 +40.0 +39.3 +38.7 +382 +37.8 +37.4 +37.1 +36.8 -55.7 -53.5 -52.0 - 50.8 49.8 - 48.9 -48.2 - 47.6 -47.0 +41.6 +40.5 +39,7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 w 19 ft -56.4 -54.1 -52.6 -51.4 - 50.4 49.5 - 48.8 - 48.1 -47.6 +42.1 +41.0 +402 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 ft -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 - 49.3 - 48.7 -48.1 +42.6 +41.4 +40.6 +40.0 +395 +39.1 +38.7 +38.4 +38.1 -57.6 -55.3 -53.7 -52.4 -51.4 - 49.2 -48.6 21 ft +43.0 +41.9 +41.1 •+/ = +39 - 749.17- 'a - +38.5 -58.1 -55.8 -54 2 0 3. ,: 6 -49.0 ft +43.4 +42.3 +413 `••999` � kk 92 +38.9 23 ft -58.7 -56.4 -54.7 -,,� +43.8 +42.7 +41.8 +4 .E- " syc49 x$95 +39.2 -59.2 -56.9 -552 5 . 13 h5 2 '5(116" -50.0 24ft +44.2 +43.1 +42.2 +41.6 +41.1 7+ -,n1. - -r.2 +33�9...9 +39.6 25 ft +44.6 +43.4 +42.6 -� [ +-1 . ' .6 e:g 9 9 26 ft -602 -57.8 -56.2 -54)3 �> `� 1:4 -50.8 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 27 ft -60,7 -58.3 -56.6 -553 -54.2 -53.3 -52.5 -51.8 -51.2 +45,3 +44.1 +43,3 +42.6 +42.1 +41.6 +41,2 +40.9 +40.6 -28 ft -612 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 J +45.7 +445 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 29 ft -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +413 +41.2 30 ft -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +415 32 ft -62.9 -60.4 -58.7 -57.3 -561 -55.3 -54.4 -53.7 -53.1 +47.0 +45.7 +44.9 +442 +43.6 +43.2 +42.7 +42.4 +42.1 - 64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -541 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +432 +42.9 is -65.9 -63.3 -513 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +452 +44.8 +44.4 +44.1 45 ft -67.6 -54.9 -63.0 -61.6 -60.4 -59.4 -585 -57.7 -57.0 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 50 ft -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 +51.6 +502 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 55 ft -703 -67.7 - 653 -64,2 -63.0 -51.9 - 61.0 -602 -59.5 +52.7 +51.3 +50.3 +49,5 +48.9 +48.4 +47.9 +47.5 +471 60 ft -718 +53.6 -69.0 +521 -67.0 +512 - 65.4 +50.4 -64.1 +49.8 -63.1 +49.3 - 62.1 +48.8 -61.3 +48.4 -60.6 +48.0 IV DRWN CHKD DATE 03/05/12 04/09/12 INIT ISSUE GSS TSB REV - ADJUSTED HEIGHTS GSS TSB THIS DOCUMENT IS THE PROPERTY OF FRANK L BERNARDO, P.EAND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, RE ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMIT ED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY = 175 MPH EXPOSURE STRUCTURE, FLAT TERRAIN MRH560' BASED ON Kd =0.8.5 INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO pEp;ICF ORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE + •MON WFA + OWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL C. )1 - aNS ED%O, 14 THESE TABLES. 2. TABLES VALID 0 t GSA -. ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F R t +uy %h APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° S 'p9 • + 0 4dY` y INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE r ILVERAAj,'' QOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTI • :pIrA11CR10Jri}tE1Otrr. 5. ALWAYS ROUND I** • GH'1' ,')rd -0� .qi f LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI ;'" a• _. r E OP NING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) M i a: LY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SP (• N ...: 7 ).h, THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - ', 1 a _w RAL MULLS. IF THE TRIBUTARY AREA OF AN OPE ° �. '0 2P� ! s;E:10ST CRITICAL (10 SQUARE FEET) SHALL `5.O THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS` •UB SH *D,ru5E 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY° PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp4= +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR ' : ' • + • ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTE • N Ski ^B • • • D VERIFIED BY THE GOVERNING BUILDING DEPARTM i' •1 +,: 'f• • • • FOR APPLICABILI1Y 01' TABLE VALUE USE IS OFFE 4 ,,�,,,. !.£., �:., 5. THIS SPECIFICA ) ` ° L • • 0 ITrR ANY PRODUCT APPROVED CERTIFICATION. RE 1 + l R e. • P Y^U MED TEST CRITERIA AND OTHER APPROVALS FORD r t.. Ni3T • • °I .0( N6CRMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS Tv $ -v'' Y:Q o ACCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL •� ,"1"`T•i ERfI M ORDINANCES. 7. NO CERTIFICATIO ` •�,e ,y ao s OF THE HOST STRUCTURE, 8. EXCEPT AS EXPRESSLY P %ifo N, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED _ ).r`. ,1c re,• , ii a= 10% OF r Facs„y _cm vo �- sv IOP�fstTAARH, WHICHEVER IS S MALL i::.,; lipgyp OF LEAST HORIZONTAL DIMENSION OR 3FT (1 5`8 NE -Y •"- QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING t .\ EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 091385 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI006255 -R4 DATE: 1044/2005 CERTIFICATION PROGRAM: Structural COMPANY: JI LD -WEN CODE: J-104-3 REVISION DATE: 06/08/2011 The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAMI immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD -WEN Exterior Doors JELD-WEN's "Steel Wood - Edge" Double 3737 Lakeport Boulevard In-Swing/Out-Swing Entry Doors Klamath Falls, OR 97601 w /ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Confguration:XX Glazing: IG- 0.125" Temptered Glass/ Laminate - 0.125" Annealed Glass/ 0.090" PVB by Solutia/ 0.125" Annealed Glass Frame: W- 6'2" Panel: W- 3'1" DLO: W- 1110" H- 6'11" H- 6'7" H- 5'4" SPECIFICATION PRODUCT RATING TAS 201/202/203 -94 Design Pressure: +601-60 psf Large Missile Impact Rated Product Tested By: Report No: Expiration Date: National Certified Testing Laboratories NCTL -210- 3195 -1 (Structural/ Impact)/ NCTL- SJW2011 -070 September 30.2013 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 TEL: (804) 684 -5124/ FAX: (804) 684 -5122 Florida Building Code Online Fbr a pepartinento Busines Professi Regulation BUS Home ! Log In I User Registration ; Hot Topics I Submit Surcharge Product Approval USER: Public User Page 1 of 2 Stats & Facts 1 Publications I FBC Staff product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14569 -R2 Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived I.....I Product Manufacturer ]ELD -WEN Address /Phone /Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535 -3936 fbc @jeld- wen.com Authorized Signature Janet Gerard fbc @jeld- wen.com BUS Site Map I Links Technical Representative ]ELD -WEN Corporate Customer Service Address /Phone /Email Quality Assurance Representative Address /Phone / Email Category Subcategory 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535 -3936 customerservIceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 c WI affirm that there are no changes in the new Florida Br Code which affect my product(s) and my product(s) are Jr compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ,e.;yes No N/A FL14569 R2 COC SA14569 signed and cert.odf http : / /www.floridabuilding.org /pr /pr app_dtl.aspx ?param= wGEVXQwtDqu... 4/28/2012 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 12/16/2011 12/16/2011 12/18/2011 Page 2 of 2 i ummary of Products FL # Model, Number or Name Description 14569.1 Steel, Wood Edge Door 6' -0" x 6' -8" , Full Lite, Single or Double Door, Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Product must be installed per manufacturer instructions as stated on drawing JW050903 Certification Agency Certificate FL14569 R2 C CAC NI006255- R4.PDF Quality Assurance Contract Expiration Date 09/30/2013 Installation Instructions FL14569 R2 II JW0509- 03.PDF Verified By: National Accreditation & Management Instil Created by Independent Third Party: Evaluation Reports FL14569 R2 AE PER 1398 6- 13- 11.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850 -48 -1824 The State of Florida Is an AA/EEO employer. Copyright 2007 -2010 State of Florida. :: Privacy Statement :: Accessibility Statement :: Rfld Statement Under Florida law, e-mail addresses are public records. If you do not want your a -mall address released In response to a public- records request send electronic mall to thls entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's AD. accessibility, please contact our Web Master at webmaster0 dbor.stateJLus. Product Approval Accepts: http : / /www.floridabuilding.org /pr /pr app_dtLaspx ?param = wGEVXQwtDqu... 4/28/2012 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407 -644 -2366 FX contact@buildingdrops.com December 12, 2011 TO: Whom It May Concern FROM: Alexis Spyrou, P.E. Registered Florida Professional Engineer #68101 MANUFACTURER: JELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 FLORIDA PRODUCT APPROVAL #: FL14569 -R1 PRODUCT CATEGORY: Exterior Doors PRODUCT CATEGORY: Swinging Exterior Door Assemblies SUBJECT: Product Conformance to the 2010 Florida Building Code Dear Sir (Madam), I have reviewed the referenced Florida Product Approval and associated documents and found all drawings, reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of the Florida Building Code. SECTION DRAWING REPORT CERTIFICATE CERT. EXP. TEST STDS. 14569.1 JW0509 -03 1398 NI006255 -R4 09/30/2013 TAS 201 -94 TAS 202 -94 TAS 203 -94 To the best of my knowledge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 2010 edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. Page 1 of 2 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407 - 644 -2366 FX contact @buildingdrops.com Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, Alexis Spyrou, P.E. Florida Registered Professional Engineer #68101 ALEX SPYFOU 2011.12.1,611„6:29:10 - 05'00' S1 uietp-I aP Sri •• dI! �S' �pti. tiG E NSA.% (.i' ��ir No .. 0 w � VP*. • TATE OF Page 2 of 2 • `a t ",,/© NA I,. '; �St'+ ' M o ntt 1/2' MAX. dE WIDTH 35 3/4' MAX. PANEL WIDTH RXIREGAssitvauG MOOANaTHA4. at aao Sv • o,0 e .� 4, = o-1 03 4,w tract 4 T 41 aaa- Ado E1110812 4 tE TASEASV AGM SS AS11d TAS200.04 ANNA EM" emu READUSIODANDEPAGEOASEMWAVON MARA *WEE Et. 1.1. EE WALL Dwwfa TAhrPI PAGE 1. ♦'arr�Corwtriri t1 Ths wakes end Sleeve pars& (0.021" sem) Oversized s . Ms taw shwas az sop and top enribatiorrr rails. The rep Taff reassures :t.af h x 1,680', re tetras 1.21'high x Sfirstfds. 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Ire *2,1 12.411VW11-ft 441 gat; .q-J.W..,:fAk=w1../1111111111111111111111111111111E1: -11E-P3WIS_ ETIETITAIDIR4v.wc:LtTWatilfaLLAkIlti=a111 Kit Nam FOR TOWN WkSONRIt MO WOOD SCREW AN SPACING OTEMS f'S & 041, SEE . SHEET 5, ED. FOR VERTICAL ANCHOR IN IX euetc oprioN Ut MASONRY/CO/CRETE. SEE SHEET 4 FOR DETAILS. OPTIONAUX, ANCHOR CAN EtE PLAtazo IN NARROW SECTION OF HEAD OR JAMB AS LONG AS teNIMUM mowNT IS ACHIEVED. 1 1/2 to EMB. 1° /AN. e •=1"-O" 'KW.? MSC ^7.7.10W 1. 1110 t'd ,00., Ark ® 40 0 0 t/4" MAX SHIM • V' SEE MAL C Mit. cP T7WTI I4ts7 AZit 7A,RI2MI4- Ra atirripN 117, 001,47WIT 1101ALLAINW NUM p MINER c>. MUGU. Mama SPACM strEr attstAL t4 SCREM. T s AM wealla PAM muff iv Allwait.sm AT Aikr ste" NAM efel RAMS Vast #8 SUM irtla NEW War SCREW. C) 2ff ems( Mims= ViiriZEW WAY Mer OPROM 3m OW ROLM, TiVeM rrs FON Tom Wee a I wow sari" AVM male (1766 #5 le 01). ,•••"` Mart I. frot RORMIN. ma= w MN Miciv toscoototettre ssr sow 4 EMU. or C) 74r4713; OS tfEg) CR Awe As UM tioa 21 N •11:1;.:, :I; urto: ALEUSEfflynotl NAND* P pia 611 =MINX% LW. 117111. PAIRSAWS /XL STB. CB =VIM PAM FL 3230 FOPS CENG Or Jima 2142o csA. JVQ5O—D. 7 « ale 4 L Zr C < ETE INSTALL a #< OF HEAD OR lama . MAW UAL IMMO AIL 12 i/r TYP. SEE Dam. 13 SHEET 5 37 1/2" tEVML A T5 121/2" 74° ,e114,3t*; 1 1/4': 0 0 cg Oars qo Ictt ; a02ffi ; ; vs f2 u. e RAT 4fZ A - (RINGS AIL' ? 1OL2 R BZAD DETAIL D WRSWO J SPRIER PLATE'S 791 ASTRAGAL S'E'AL ` 3/r ar-0" 1/4" Cu 1/2'' AtR :5/8' P�II WS Aar- Ira 1/1$ (Min) .LANCE -4/ 2 GA_ 6~ ter' -0'' 7#% Vie P RAIL. (LW NC: STILB t LVL,) 597 :" LYL — STRIA? PI14TE SCAL4 B' =7' -0" ALUMIATIAl SCALD ` 6 C" .i `M1AC C4 V. • 8 =I -6" T1ON SCREW W/ 1 1/2 MIN. EMBEDMENT o .. SUBSTRATE AT HEAD & JAMBS. 2 USE ;' x 2 1/2' PFH D SCREW WHEN CNSTAWNG INTO MULLIONS. 3—USE 3/18. 11W TAPCON ANOHOR W/ 1 1/4' MIN. E6 ED. WHEN Ns-TAU-NO INTO CONCRETE/MASONRY SUBSTRATE AT =ELITE SILLS. SFATAIL A — LYNIATRRSIMK JAT4I, , SCALE' 1/4' '1.""0" SAL: SILL T1 " PLAT! o la • AT I. O •� 4. 1% F te0fl 04-79:p �' 1 aENx .. swam Pr. R k In is nInPAW,1 . T $ AU CertWorks ... itworks FBPE Certificate of Authorization No. 28520 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX info @certwrks.com Product Evaluation Report of Jeld -Wen Inc. Wood Edge Impact Glazed Steel Outswing Door for Florida Product Approval FL# FL14569 Report No. 1398 Florida Building Code 2007 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate Method) Exterior Door Assembly Swinging Exterior Door Assemblies Wood Edge Impact Glazed Steel OS Door Wood/24 Ga. Steel 74"x 80.75" Prepared For: Jeld -Wen Inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Alexis Spyrou Florida Professional Engineer # 68101 Date: 6/6/2011 Contents: Evaluation Report Pages 1— 4 Installation Details Pages 5 & 6 `i�otim irtob, SP Y.111 44" t........... !T Alt �G E N S •• OG't #i • • . No • *, . - • 0 .. * TATE OF 14,14.7 ttr,S�QN Al- t`O Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2011.06 13 15:37:29 - 04'00' Alexis Spyrou, P.E. Florida No. 68101 CertWorks ... rtworks FBPE Certificate of Authorization No. 28520 FL#: FL14569 Date: 6/6/2011 Report No: 1398 Manufacturer: Jeld -Wen Inc. Product Category: Exterior Door Assembly Product Sub - Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(d) Product Name: Wood Edge Impact Glazed Steel Outswing Door (Impact) 74" x 80.75" Scope: Limits of Use: This is a Product Evaluation Report issued by Alexis Spyrou, P.E. (FL # 68101) for Jeld -Wen Inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Alexis Spyrou, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2007 Florida Building Code. See Installation Instructions JW0509 -03, signed and sealed by Alexis Spyrou, P.E. (FL # 68101) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509 -03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509 -03 for size and design pressure limitations. Alexis Spyrou, P.E. Florida No. 68101 Page 2 of 5 CertWorks ... itworks FBPE Certificate of Authorization No. 28520 FL #:FL14569 Date: 6/6/2011 Report No: 1398 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 • ASTM E 330 -02 • ASTM E 283 -91 • ASTM E 331 -00 • ASTM E 1886 -05 • ASTM E 1996 -05 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL- 210 - 3195 -1, Report Date: 04/28/2005 Report #: SJW2011 -070 Report Date: 06/03/2011 Report #: NCTL- 210 - 3195 -1A, Report Date: 04 /28/2005 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) 3. Certification Agency National Accreditation and Management Institute (FBC Organization #: CER 1773) Certification #: NI006255 -R4 Miami Dade BCCO (FBC Organization #: CER 1592) NOA #: 08- 0206.01 Products described herein are tested in accordance with standards listed above as required by the 2007 Florida Building Code and do not require an impact resistant covering. Alexis Spyrou, P.E. Florida No. 68101 Page 3 of 5 CertWorks ... rtworks FBPE Certificate of Authorization No. 28520 FL #:FL14569 Date: 6/6/2011 Report No: 1398 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter MN Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (.IW0509 -03) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF Negative 60 PSF Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 deSs, CertWorks ... itworks FBPE Certificate of Authorization No. 28520 FL#: FL14569 Date: 6/6/2011 Report No: 1398 Installation Method Jeld -Wen Inc. Wood Edge Impact Glazed Steel Outswing Door 6" 6" 1 1 12 1/2'" TYP. 6 "—.1 r-. I I I I I I 1 0 L.-6" TYPICAL 6" TYPICAL i 1 1 1 1 1 12 1/2' TYP. 6" - 74" Alexis Spyrou, P.E. Florida No. 68101 Page 5 of 5 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 74tt.c, CoNc40,0‘,56,oi) Log) to use our 22ga. Panels under number 12- 041,0.01 to be used at the following job: $2 N W `n'w` TataLt 11.NAB ) V1 �'; tQo Sincerely, Victor .Cruz President OR Enrique Revilla 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. DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 266 Avenue Opa Locka, Florida 33054 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.miamtdademov /building 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 PERA- 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. PERA 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: 0.035" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing # AD12 -31, titled " 20 Ga. Galvanized Steel Storm Panel -LMI ", sheets 1 through 4 of 4, prepared by MCY Engineering, Inc., dated March 30, 2012, signed & sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision 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 revises NOA # 09- 0114.03 and consists of this page 1, evidence submitted pages E -1, E -2, E -3 & E -4 as well as approval document mentioned above. The submitted documentation was reviewed by HHelmy A. Maker, F.E., M.S. •DADE COUNTY APPROVED NOA No. 12- 0330.15 Expiration Date: 01/04/2014 Approval Date: 05/10/2012 Page 1 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALS A. DRAWINGS 1. Drawing No. 95 -498, Florida Storm Panels, Inc., 20 gage Storm Panels, Sheets 1, 2, 3 and 4 of 4, prepared by Knezevich & Associates, Inc., dated 02/26/97, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of 20 gage storm panels, prepared by Construction Testing Corporation, Report No. CTC 95 -032, dated September 26 through 29, 1995, signed and sealed by Christopher G. Tyson, P.E. 2. Test report on Large Missile Impact and Cyclic Wind Pressure Test, of 20 Gage Steel Storm Panels, prepared by Construction Testing Corporation, Report No. CTC -96 -009, dated February 26 & 28, 1996, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS 1. Storm panel calculations and comparative analysis, Sheet 1 through 24, Knezevich and Associates, Inc., signed and sealed by V.J. Knezevich P.E, dated October 2, 1995. 2. Storm panel calculations and comparative analysis, by Knezevich and Associates, Inc., signed and sealed by V.J. Knezevich, P.E., dated 06/14/96 and 02/26/97. D. MATERIAL CERTIFICATION 1. Mill Certified Inspection Report, dated 5/26/95, for Hot Dipped Galvanized Steel, ASTMA446 by Productor de Acero Laktbal, C.A., with chemical composition and physical properties 2. Tensile Test Reports from QC Metallurgical, Inc., Job No. 5IM- -2162 dated 09/26/95 for galvanized steel, tested per ASTME8 -93, signed and sealed by James W. Roese, P,E 3. Tensile Test Reports from QC Metallurgical, Inc., Job No. 6CM -719 dated 03/25/96 for galvanized steel, tested per ASTME8 -93, signed and sealed by Frank Grate, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 0105.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. E -1 y A. Makar, P.E., M.S. Product Control Examiner NOA No. 09- 0114.03 Expiration Date: 01/04/2014 Approval Date: 02/25/2009 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 0804.01 A. DRAWINGS 1. Drawing No. 99 -097, Florida Storm Panels, Inc., titled "20 Ga. Galvanized Steel Storm Panel'; Sheets 1, 2, 3 and 4 of 4, prepared by Knezevich & Associates, Inc., dated 07/19/99, last revision #2 dated 12/23/99, signed and sealed by Y.J. Knezevich, P.E B. TESTS 1. None. C. CALCULATIONS 1. Anchor calculations, sheets 1 through 28, prepared by Knezevich and Associates, Inc., signed and sealed by Y.J. Knezevich, P.E., dated July 21, 1999. 2. Revised anchor calculations, sheets 1 through 8, prepared by Knezevich and Associates, Inc., signed and sealed by Y.J. Knezevich, P.E., dated December 29, 1999. D. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0531.02 A. DRAWINGS 1. Drawing No. 99 -097, titled " 20 Ga. Galvanized Steel Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #3 dated May 22, 2002, signed and sealed by Y.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0826.07 A. DRAWINGS 1. None. E -2 Id_ -4- ■_ �. /j Hel'1". . Maker, P.E., M.S. Product Control Examiner NOA No. 09- 0114.03 Expiration Date: 01/04/2014 Approval Date: 02/25/2009 Ftorida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06- 01.10.03 A. DRAWINGS 1. Drawing No. 05 -536, titled " 20 Ga. Galvanized Steel Storm Panel ", sheets 1 through 4 of 4, prepared by Thornton- Tomasetti Group, dated January 06, 2006, last revision #0 dated January 06, 2006, signed & sealed by J. W Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Revised Anchor Calculations and details for 20 Ga, Galvanized steel Storm Panels, dated December 20, 2005, pages 1 through 24 of 24, prepared by Thornton- Tomasetti Group, signed and sealed by J. W Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07- 0817.02 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -3 y A. Maker, P.E., M.S. Product Control Examiner NOA No. 09- 0114.03 Expiration Date: 01/04/2014 Approval Date: 02/25/2009 Florida Storm Panels, Inc. NOTICE OF ACCEPTAKE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 09- 0114.03 A. DRAWINGS 1. None. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of 20 gage storm panels, prepared by Construction Testing Corporation, Report No. CTC-08 -018, dated December 21, 2008, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 9. NEW EVIDENCE SUBMITTED • A. DRAWINGS 1. Drawing #AD12 -31, titled " 20 Ga. Galvanized Steel Storm Panel -LMI ", sheets 1 through 4 of 4, prepared by MCYEngineering Inc., dated March 30, 2012, signed & sealed by Yiping Wang P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting Environment, and regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E -4 i i He air A. Maker, P.E., M.S. Product Control Examiner NOA No. 09- 0114.03 Expiration Date: 01/04/2014 Approval Date: 02/25/2009 EXISTING HOST STRUCTURE 2" MAX ALUMINUM OR GALVANIZED STEEL SPACER / / EMBED EXISTING GLAZING EXISTING HOST STRUCTURE TOP /BOTTOM CLOSURES, AS REQUIRED BY PRODUCT APPROVAL OPTIONAL METAL BONDED WASHER MAY BE USED ON THE INNERSIDE OF THE PANEL. 2" MAX EXISTING EXTERIOR WALL FINISH, PROTRUDING FROM MOUNTING SURFACE MIN. SEPARATION FROM GLASS PER PRODUCT APPROVAL � J a0 a w ❑ zQ au E O0 F- 0. tn a ANCHORS AND ANCHOR SPACING PER PRODUCT APPROVAL. ANCHORAGE THROUGH DECORATIVE FACING N.T.S. 2" MAX ALUMINUM OR GALVANIZED STEEL SPACER TOP /BOTTOM CLOSURES, AS REQUIRED BY PRODUCT APPROVAL EXISTING EXTERIOR BRICK VENEER J ❑! j z aka Z0. <a< zoo 0 a0 EXISTING GLAZING MIN. SEPARATION FROM GLASS PER PRODUCT APPROVAL MAX ALLOWABLE DP + / -80PSF MAX PANEL SPAN 1OFT OPTIONAL METAL BONDED WASHER MAY BE USED ON THE INNERSIDE OF THE PANEL. ANCHORS AND ANCHOR SPACING PER PRODUCT APPROVAL. 2 ANCHORAGE THROUGH DECORATIVE FACING N.T.S. EXISTING HOST STRUCTURE Si vJ w 0 04et. , >✓w - .2'tcs GENERAL NOTES THIS CERTIFICATION IS ONLY VALID FOR (1) RESIDENCE OR UNIT. FRANK L BENNARDO, P.E. _S PE.046549 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE. 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS MASTER PLAN SHEET SHALL BE DETERMINED BY OTHERS ON A SITE - SPECIFIC BASIS IN ACCORDANCE WITH ASCE 7 -10. SITE SPECIFIC PRESSURES SHALL BE LESS THAN OR EQUAL TO THE LISTED POSITIVE OR NEGATIVE DESIGN PRESSURE VALUES FOR A MAXIMUM PANEL SPAN OF 120" AS SHOWN. 3. THIS DRAWING ONLY CERTIFIES THE STRUCTURAL INTEGRITY OF ANCHORS INTO THE SOLID HOST SUBSTRATE BEYOND ANY DECORATIVE FACING. NO GUARANTEE IS PROVIDED THAT THE DECORATIVE WALL FACING WILL NOT BE MARRED OR DAMAGED DURING DESIGN WIND STORM EVENTS. 4. ONLY HORIZONTAL LOADS HAVE BEEN CONSIDERED ON ANCHORAGE AS DETAILED HEREIN. 5. THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED SYSTEM AS VERIFIED BY THE DESIGN PROFESSIONAL PER SEPARATE CERTIFICATION. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN. 6. ALL STORM PANEL SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL CONFORM TO THAT OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN. 4. THIS MASTER PLAN SHEET IS GENERIC AND NOT SPECIFIC TO ANY PROJECT SITE. WHEN CONDITIONS DEVIATE FROM THOSE SHOWN ON THIS PLAN, SEPARATE SITE - SPECIFIC ENGINEERING SHALL BE REQUIRED. 6. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. SYSTEM NOTES STORM PANEL SHUTTER SYSTEM(S) MAY BE BY ANY MANUFACTURER, PROVIDED PRODUCT APPROVAL DOCUMENTATION ALLOWS SPAN(S), CONFIGURATION(S), DESIGN PRESSURE(S), etc AS SHOWN HEREIN. 2" MAX ALUMINUM OR GALVANIZED STEEL SPACER EXISTING GLAZING r TOP /BOTTOM CLOSURES, AS REQUIRED BY PRODUCT APPROVAL OPTIONAL METAL BONDED WASHER MAY BE USED ON THE INNERSIDE OF THE PANEL. 2" MAX EXISTING EXTERIOR WALL FINISH MIN. SEPARATION FROM GLASS PER PRODUCT APPROVAL ANCHORS AND ANCHOR SPACING PER PRODUCT APPROVAL. _4 ANCHORAGE THROUGH DECORATIVE FACING N.T.S. O W LuE U Z (.7 w rl U uj Q U Z <Q z o a N x U 2 Si 1 iprr. 111 vel II Ma OEM COPYRIGHT FRANKL BBJNARDOP.E 00 -MPS10 -510 SCAM 101 PAGE DESCRIPTIONL. OF 5.000" 5.000" .11.500" 12.500" COVERAGE 14.500' ®STORM PANEL GENERAL (MOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI-DADE COUNTY PRODUCT CONTROL DMSION FOR THE HIGH VELOCITY HURRICANE ZONE (MVHZ) OF THE FLORIDA BUILDING CODE 2010 EDITION. 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WAND LOAD DURATION FACTOR Cd.1.6 WAS USED FOR WOOD SCREW DESIGN. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE %MTH ASCE 7 -10. A DIRECTIONALITY FACTOR OF Kd = 0.86 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE-SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 8. USE THE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 81015 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 8. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS W LL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL AND JUSTIFY THE DEVIATION, SAE) DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HISAHER APPROVAL. B) REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MLAMI -DADE COUNTY PRODUCT CONTROL DMSION 0 "h" HEADER 5 8 14°31 0 "h" HEADER 0 "U" HEADER 3.500" 16 GAGE GALV.STEEL GRADE 50 OPTIONAL LEO 0 DIRECTION O WINGNUT 40 STANDARD CHANNEL WIDTH UNLIMITED (PREP. TO PANEL SPAN) TOP MOUNT SECTION" 9. STORM PANELS SHALL BE 20 GAUGE STEEL (I = .035'7 CONFORMING TO ASTM A883 STRUCTURAL QUALITY, GRADE 40, G 80 GALVANIZED COATING, WITH A MINIMUM Fy a 48.7 KM. 10. PRODUCT MARKINGS SHALL BE WITHIN 12' OF ONE ENO OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELEDAS FOLLOWS: FLORIDA STORM PANELS, INC. OPA LOCKA, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 00 K31. 12. ALL EXTRUSIONS SHALL BE 808348 ALUMINUM ALLOY, O.U.N 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "it AND "u" HEADER MOUNTING CONDITIONS. 14. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1'7(1 "X18 GAUGE STEEL TUBE USING 1/4-20 X 3.1/2/" BOLTS W / DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION010. FOR PANEL NOT UTILZINO STEEL TUBE SHALL BE FASTENED AT MIDSPAN W114-20X1" BOLTS WITH DIE CAST ALUMINUM WASHEREO WNGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 6 & 8B ). FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQUIRED. STEEL TUBE AND /OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION() 18. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR -TENANT-THAT-NE aTORM-PANELS-WILL-NOT-OFFER-HURRICANE :'ROT1r REINFORCING BOLTS AND / OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. i 0 8 6-1/4" (TYP) 000 PLAN VIEW 16 GAGE GALV.STEEL 2",3",4" OR 5" ®ANGLE 5.000" OPTIONAL LEO DIRECTION PRODUCT REVISED as complying with the Florida Building Code acceptance rib 1 Z- 033 a.15' Expijton> e•ILZiIiF 0. 5` ./ By 4-2-... , ;.1 T Mimi D: , ,,,oduct Conll>tl^' P 8 c1 8083 -T8 ALUMINUM 5.000' MAX 18 GAGE GALV.STEEL GRADE 60 I.75i" 11 SOFFIT CHANNEL WIDTH UNLIMITED (PREP. TO PANEL SPAN) SECTION 1111" TUBE MAY SE USED MERE REDUCED SEPARATION FROM GLASS IS REQUIRED. SEE SEPARATION FROM CLASS SCHEDUI.E.SHEET 4ANB PLANA/ W&NOTEt4 / SHEET 1 _/ OVERLAP FASTENERS (SEE PLAN VIEW $ NOTE 14)/ BOTTOM MOUNT ®0 OR DIRECT TYPICAL ELEVATION (SYSTEM 11 MOUNT 18 OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE If OR IF HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS ! 8-1M" O.C. OR DIRECT MOUNTS MATH ANCHORS @ 8-1/4" 0.C. 1/4 ".r EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING a a f AN /q. 93" TYP 1.500" i O_> ,0.093" TYP 114" S.S.STUD @ 8-114" 0.C.OR 12 -1/2" 0.C.(SEE DETAILS FOR SPACING) ®STUDDED ANGLE 8-1/4" (TYP) L \ 12 CLOSURE TOP MOUNT 0.9 OR DIRECT MOUNT BOTTOM MOUNT ®®OR DIRECT TYPICAL ELEVATION 21MO 16 OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES vorti STUDS ;% 8-1/4" O.0 .OR DIRECT MOUNTS WITH ANCHORS 8.1/4" O.C. EXISTING CONCRETE HOLLOW LOCK OR WOO ING - . _ USE 1"X1"X 18 GA STEEL 4' OVERLAP MIN - TUBE WHERE APPLICABLE SEE NOTE 14 & TYPICAL (Z 4 GAGE GALV.STEEL ELEVATIONS Q& 19 ANGLE CLOSURE PIECE (TYPO FASTENER @ IT O.C. FOR DESIG14 LOADS LESS THAN OR EQUAL TO 100 P.S.F & 8" O.C. FOR DESIGN LOADS GREATER THAN 100 P.S.F(SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) USE 1"X1'X 10 GA STEEL TUBE WHERE APPLICABLE TYPICAL ELEVATIONS u & ie (TYP.) EXISING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 P.S.F & ® S" O.C. FOR DESIGN LOADS GREATER THAN 100 P.S.F(SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) PLAN VIEW 18GALV.8 a" GRADE 80ORALUM. "MIN. 0.085 ()KEYHOLE WASHER 0 STEEL TUBE WIDTH UNLIMITED (PREP. TO PANEL SPAN) SECTION F' z 0 z, WcO Z z8 oz Zg IMMO d. - a o a o 0- 0 121/2 BOTTOM MOUNT d 4 ®®OR DIRECT ,� 0. - re- 17 TYPICAL ELEVATION (SYSTEM 31 MOUNT NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE '"F' TRACK OR STUDDED ANGLES WITH STUDS ®12 -1/2" 0.0 .OR DIRECT MOUNTS WITH ANCHORS c 12 -112" O.C. P OVERLAP WALL BEYOND WINDOW DISTANCE 1.6 TIMES GREATER THAN BUILD-OUT DISTANCE(NO CLOSURE ANGLE REM 114111AX 18 GAGE GALV.STEEL ANGLE CLOSURE PIECE 1 "X2" MIN TO 2"X5"MAX 2" MIN mo ..�$G W EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. s tti d.4 No 5598 »'. • w nm,es"s IIIIII1tI&4as 51r MAX EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ES SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ®OR 1 iA 01 OONNEO'IION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ()cow EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING ANGLE TO WALL DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE (FABLE 2) C6 CONNECTION TYPE REFERENCE ANCHOR SG HEOULE FOR MAX. SPACING 61S' MAX SEE MIN. SEPARATION FROM MASS SCHEDULE (TABLE 2) U4.20 MACH BOLT & WINGNUTI!(8B -1 /V 0.C. OR 12 -112' O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) PANEL TO ANGLE DETAIL. 0 WALL. MOUNT SECTION 1•X4•X.12S'O 2'X4 "X.126'AL. TUBE OR2'XS' P.T. WOOD W/114 0 LAG SCREWS © 1Y 0.G W01 -112' EMBEDMENT FOR CONNECTION WITH STUD ANGLE 2- 114'0 X 4.112• SS LAG SCREW ®24' O.C. MAX WW 14I4' PENETRATION IN CENTER OF STUDS • THIS DETAIL MAY BE USED AT TOP OR BOTTOM CF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO ±72 PSF. O WALL MOUNT SECTION (BOTTOM) EXISTING CONCRETE HOLLOW BLOCKOR WOOD FRAMING 114-20 MACHINE BOLT & WINONur g-1l4 0.C. OR 12 -1/2' 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING SEE TABLE 1) 114-20 MACHINE BOLT & WINGNUT • 1) 0-114* OZ. OR 12 -112' O.C. LSE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) PRODUCT REVISED as complying with the Florida iuilding Code Acceptance No rO33o.5 Expiration Date Ily i C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 0 CEILING/INSIDE M EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EMBED M MAX 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 114.20 MACHINE BOLT & WINGNUT ®12.0.C. TYP. TOP & BOTTOM O OR Q g GLASS OR DOOR EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING SECTION 618' MAX • • ' m %d5 REMOVABLE FASTENER 5.1/4' O.C. MAX FOR SYSTEM 1 OR 2 AND 012 -1)2' 0.0. MAX. FOR SYSTEM 3. BUT OO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE 01 CONNECTION TYPE. USE 11420 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER ENGAGE BOLT HEAD IN NARROW POR OF KEYHOLE WASHER 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OPTIONAL LEG DIRECTION NOTE: USE OF THIS DETAIL IS LIMITED TO ±72 PSF. 0 BUILD -OUT MOUNT SECTION 114• FOR COMPONENT Q l � AND 314' FOR COMPONENT 11420 MACHINE BOLT & YNNGNUT 001AP O.C. 00 12 -112' O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) THREE 114 0 WOOD SCREWS W@' MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/1" MIN. EMBEDMENT (TYP. AT EACH JOIST. TRUSS OR RAFTER 0 24' O.C. MAX.) 2 X WOOD JOIST. TRUSS OR RAFTER *12 SMS BETWEEN TRUSSES O40* 0.C. MAX. OR1'X4•X.126' AL. TUBE ( GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR 014 M Control 114" 0 ELCO MALE WITH WASHERED WANONUT a 6.114'0 C. MAX. FOR SYSTEMS 1 OR 2 AND e 12 -1/2' 0.0. MAX FOR SYSTEM 3.BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE 01 CONNECTION TYPE. ®WALL MOUNT SECTION (DIRECT MOUNT) 1 NOTE: USE OF THIS DETAIL IS LIMITED TO tilieSF.1 v cA.N.„g19.37 a - MET 12-075 od °SOFFIT MOUNT DETAIL MAR 302012 • see, FS�1n�1P; ° °° O_ Id MCY. Engine eringeAtt. net d y AD12— 31 2 OR 4 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE 5re' i C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX 1/4-20 MACHINE BOLT. / SPACING &NUT @12.O.C. /7 ' E.Q. _ � ^(TYP. TOP & BOTTOM) C2 CONNECT ON TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING ALT. LEO DIRECT( EXISTING / CONCRETE HOLLOW BLOCK OR WOOD FRAMING SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW _ BLOCK OR WOOD FRAMING SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) OBULID -OUT MOUNT SECTION STORM PANEL SCHEDULE SYSTEM 1 SYSTEM 2 SYSTEM 3 OVERLAP FASTENERS SR OVERLAP FASTENERS OR NO OVERLAP FASTENERS OR TOP REINFORCING UNTS TUBE REQUIRED. REINFORCING TUBE REQUIRED. REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL OE If OR TOP & BOTTOM MOUNTS TOP & BOTTOM MOUNTS 'U` HEALERS. BOTTOM SHALL Be -F' TRACK OR SHALL BE -F. TRACK OR NEGATIVE MOUNTS SHALL BE "P TRACK STUDDED ANGLES WITH STUDDED ANGLES VMTH DESIGN OR STUDDED ANGLES WITH STUDS © B -1/4' O.C. OR STUDS 12 -112' O -C. OR LOAD (W) STUDS ® 8.1/4' QC. OR DIRECT MOUNTS WITH DIRE MOUNTS WITH (P.SF.) DIRECT MOUNTS WITH ANCHORS M 8-1/4' 0.0. ANCHORS ©12 -NT O.C. ANCHORS 6-1/4' O.C. MAX MAX MAX. PANEL PANEL PANEL LENGTH LENGTH LENGTH (FT -N.) (tT-IN) (FT -IN.) 300 11 -0 11 -0 8 -8 40.0 11 -0 11 -0 8 -8 8 -8 6.0 4 � 10 -1 8 -8 10.0 9-8 9- 8 -8 80.0 8 -7 9 -5 8 -1 90.0 7 -8 9 -1 7 -2 100.0 8 -10 8 -9 6 -6 110.0 6 -3 8 -4 6 -10 120.0 5 -9 7 -11 5 -5 130.0 5 -3 7 -8 5 -0 140.0 4 -11 7 -4 4 -7 180.0 4 -7 7 -1 4 -3 180.0 4 -3 6 -11 4 -0 170.0 4 -0 6 -8 3 -9 180.0 3 -10 6 -6 13 -7 100.0 3 -7 6 -3 3 -5 200.0 3 -5 5 -11 3 -3 210.0 3 -3 5 -8 3 -1 220.0 3 -2 5 -5 2 -11 230.0 3 -0 8 -2 2 -9 ALUM. OR GALV. STEEL C2 CONNECTION TYPE 8PACERSASREQD S REFERENCE OR ANCHOR SCHEDULE FOR MAX SPACING 1/4-20 MACHINE BOLT 8 WNGNUTt7 8-U4.O.C.OR 12 -U2 O.C. (SEE TABLE 1) "F"' TRACK CONNECTION TO NEW STRUCTURE DETAIL �! J PRODUCT MIRED as complying n a with the Ft HMS Acceptance No — o ?o. S Expitption Date • /71 . ¢' / �! Da #' duct EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) OR • • • STORM PANEL SCHEDULE SYSTEM 1 SYSTEM 2 SYSTEM 3 OVERLAP FASTENERS SR OVERLAP FASTENERS OR NO OVERLAP FASTENERS OR TOP REINFORCING UNTS TUBE REQUIRED. REINFORCING TUBE REQUIRED. REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL OE If OR TOP & BOTTOM MOUNTS TOP & BOTTOM MOUNTS 'U` HEALERS. BOTTOM SHALL Be -F' TRACK OR SHALL BE -F. TRACK OR NEGATIVE MOUNTS SHALL BE "P TRACK STUDDED ANGLES WITH STUDDED ANGLES VMTH DESIGN OR STUDDED ANGLES WITH STUDS © B -1/4' O.C. OR STUDS 12 -112' O -C. OR LOAD (W) STUDS ® 8.1/4' QC. OR DIRECT MOUNTS WITH DIRE MOUNTS WITH (P.SF.) DIRECT MOUNTS WITH ANCHORS M 8-1/4' 0.0. ANCHORS ©12 -NT O.C. ANCHORS 6-1/4' O.C. MAX MAX MAX. PANEL PANEL PANEL LENGTH LENGTH LENGTH (FT -N.) (tT-IN) (FT -IN.) 300 11 -0 11 -0 8 -8 40.0 11 -0 11 -0 8 -8 8 -8 6.0 4 � 10 -1 8 -8 10.0 9-8 9- 8 -8 80.0 8 -7 9 -5 8 -1 90.0 7 -8 9 -1 7 -2 100.0 8 -10 8 -9 6 -6 110.0 6 -3 8 -4 6 -10 120.0 5 -9 7 -11 5 -5 130.0 5 -3 7 -8 5 -0 140.0 4 -11 7 -4 4 -7 180.0 4 -7 7 -1 4 -3 180.0 4 -3 6 -11 4 -0 170.0 4 -0 6 -8 3 -9 180.0 3 -10 6 -6 13 -7 100.0 3 -7 6 -3 3 -5 200.0 3 -5 5 -11 3 -3 210.0 3 -3 5 -8 3 -1 220.0 3 -2 5 -5 2 -11 230.0 3 -0 8 -2 2 -9 ALUM. OR GALV. STEEL C2 CONNECTION TYPE 8PACERSASREQD S REFERENCE OR ANCHOR SCHEDULE FOR MAX SPACING 1/4-20 MACHINE BOLT 8 WNGNUTt7 8-U4.O.C.OR 12 -U2 O.C. (SEE TABLE 1) "F"' TRACK CONNECTION TO NEW STRUCTURE DETAIL �! J PRODUCT MIRED as complying n a with the Ft HMS Acceptance No — o ?o. S Expitption Date • /71 . ¢' / �! Da #' duct EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) 12112 8114' 61W NT 0 HOLE FOR FASTENING PANEL. 8°kS'7t114'St'1' -1 -112' ALUMINUM ANGLE { / 8.14.81/4111 -1 -112' ALUMINIUM ANGLE 1/4.20 STUD WINUT 1/4' 0 ALL POINTS SOUR SET W 1N8' MN EMBED. IN CONC. 04: 0.0. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ALUM. OR GALV. STEEL SPACERS AS REQD 1(4.20 STUD _OPTIONAL HANDLE LOCATION PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4.20 B0LT. PLACE PANEL OVER EACH ADJACENT PANEL • AND FASTEN WNGNUTS FROM THE NSIDE.(MAY BE 1 OR 2 PANELS WIDE) INTERIOR FASTENING ANGLE ASSEMBLY 1 -1:2X1 -112' AL STUD ANGLE INTERIOR FASTENING ANGLE ASSEMBLY (SECT) 0 2012 NOTE: USE OF THIS DETAIL IS LIMITED T ±72 PSF AND A MAX. PANEL LENGTH OF 8'-0" 0 ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL �J STORM PANEL INTERIOR FASTENING (ISOMETRIC) 2'X2'X.12VMIN.CONT. 3108•H14 OR 8083 -78 ALUMINUM ALLOY OR • 18 GAGE GALV. STEEL ANGLE 03 -30 -12 ALOLE MAY VARY MC! 12 -073 114 -200.5 BOLTS dtMNGNUTS ® MIDPOINT OF PANEL SPAN OR 81•0.0. MAX (TYP) • 12112 8114' 61W NT 0 HOLE FOR FASTENING PANEL. 8°kS'7t114'St'1' -1 -112' ALUMINUM ANGLE { / 8.14.81/4111 -1 -112' ALUMINIUM ANGLE 1/4.20 STUD WINUT 1/4' 0 ALL POINTS SOUR SET W 1N8' MN EMBED. IN CONC. 04: 0.0. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ALUM. OR GALV. STEEL SPACERS AS REQD 1(4.20 STUD _OPTIONAL HANDLE LOCATION PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4.20 B0LT. PLACE PANEL OVER EACH ADJACENT PANEL • AND FASTEN WNGNUTS FROM THE NSIDE.(MAY BE 1 OR 2 PANELS WIDE) INTERIOR FASTENING ANGLE ASSEMBLY 1 -1:2X1 -112' AL STUD ANGLE INTERIOR FASTENING ANGLE ASSEMBLY (SECT) 0 2012 NOTE: USE OF THIS DETAIL IS LIMITED T ±72 PSF AND A MAX. PANEL LENGTH OF 8'-0" 0 ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL �J STORM PANEL INTERIOR FASTENING (ISOMETRIC) 2'X2'X.12VMIN.CONT. 3108•H14 OR 8083 -78 ALUMINUM ALLOY OR • 18 GAGE GALV. STEEL ANGLE 03 -30 -12 ALOLE MAY VARY MC! 12 -073 114 -200.5 BOLTS dtMNGNUTS ® MIDPOINT OF PANEL SPAN OR 81•0.0. MAX (TYP) ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. SEPARATION FROM GLASS SCHEDULE '- ANCHOR TYPE LoAO (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP To 5• -6" SEE NOTE 1) SPANS UP TO 8' -6" SEE NOTE 1) SPANS UP TO 11' -0" SEE NOTE 1) SPANS UP TO 5' -6" SEE NOTE 1 SPANS UP TO 8' -6" SEE NOTE 1 SPANS UP TO 11 _O (SEE NOTE 1 CONNECTION C1 {SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE NOTE C1 C2 C3 TYPE 3) C4 C5 CONNECTION (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C-1 CONNECTION (SEE C2 NOTE C3 TYPE 3) C4 CS W P! W z %J,u'T�1L 10 - 6 48.0 12.5 N/ A 2. 12.5 5- 7 8- 5 12. 12.5010 3 -1/2 1-114 _ 2 10 mg Emma 3 3 - - -- 3 3 _ 2 -3/8 12. 12. 2.5 70.0 �Nj® 2 -1/4 --(FL; '- 5 8 __._ 10 2 -3/8 3 12.512.512.5..2" 2-1/8 _- _ _ 2 -1/4 . 9 -9 3 7' ❑U111itttUil +atLlli« `• 1 3/4 IT 8 1,EM/ MIN.3,I912P.S.I.CONCR• 62.0 12. 1E12.5 2. 12.512.5•.2 (" ?' Q '12.512. 2.5125..2� 2.512.5 4 • ^ 72.0 i2.5M� 12 2.512.57 10 12.5E 5 Q� a 12.512.5 11 EEE�12:5 : 12.5' 2�. 9 -4 92.01_2. 200.0 12.52.59 3 5EE 8 ' .��� 2.512.57 •H212.59O 11 5 3 ram 2.5i8I5V/ S 3 ' ..0 ' .2 4 dla 11 5 3 . 3 E i/% ��' ©m * AV'r:� aillliiiiiiiff- 48.0 it ♦ r i % r r r 74#3,M ECISEEEMEEEDIE LE * �( .: I S u =EI1.1 Li__ NE Alt 1/4 - .. CREW 62.0 pro /% /14265//,W4 a� r4 CEEME EE ate 1° 7 iL EMIR D 12.52Eimil %2.5me ' S 9 . 3 ` FM- E12.5 2.5.2.5 72.0 92.0 ,/p/rai iI/ or C' m%/���,�a�.//�/,� %/r4,,V�/00ra%/f'���'r.WJy;�r !/./tl '�,irAro .Zrn.A://./!/://, ���/,� /rJ�� %�%�� �i/,�i� � /. %r/�,! IM�.��V/� 7 ga� 5 *' ;11I11N11 .. •NCRETE 200.0 / %7L Q ii .`s 13G9,13 E'MBEE 11 48.0 mE Es®EEE12512.5 7 11 (E12.5M,© • MEE�'� '12.512.50 62.0 10 2. EaM12. " 5 8 m n. 2.512. ® 12.5®12.5', , ^ Ega212.5 �i ar n io 7 -_�STS 0.f72.0 :MS EE AC171NE S�s., 92.0 IN.3.00OP.S.LCON- ILj 200.0 gams ?�8 �Q 12!r12.512. 9 It.7i'r 0 4 %O 7HI 10 flE 926'EE12.E �jEEr�y� 'jEEEE'(Ba' �� 9 0 2.12. 9 12• 7 0 4D r 4 Emma 3 Ur��0!��!L!�F�J7�0D! 0Y 10 5 3 ran 10 Q 3 ._.__..a:,' - Ttl�1 tlill1l1ti11Ullt}liUlt� 1/4-0 /" MtNO EhS�EDM£w/ IN. 3.32OP.S.L CON 48.0 �KrT,1EEY.Wi�.iL �is�! 10 It�'Ii��1Lii'd 4 13 rimE(EE�"rl:.>I1)szfIms12. 12 lEE'tEEE® ir 2:512.5�n 12.5 62.0 EE • a12.5EEE,Q 8 12.5B2 11 72.0 1!��''�.I� IL�iir%3: SE 11 Er,,,1�f�I±± EE��(�•;B212.5��12. E MMEI LG 18 4 3 DM NE10LI0 3 ©fl 11 12.5111 7 1304 8 �W� BIN 4g ����33 ��.i0, 3 Q 92.0 EMU , ' S Valli llii� 200.0 4 F/VA©QEVAM 3 7 ©i /. /i4© io fl0� HOLLOW CONCRETE BLOCK liitii1i111 tit�iiitiiiiitt- 4.8.0 ttT� i12- ENO 11 5 9 9 ' El 7 DUMB ME®QQ 11 11 11 1/3/4 IMIN. EMBEDMENT 62.0 a 11 , © ©Q fi 2 ' 12.5©fl00 8 I/ ©..2 5 •.2'Qry/, 5 3 72.0 10 10 10'/3y i.SZia.1im� /,'i+Aou Jr ii 11 p • 7 7 7 92.0 OD 77 1313 .� p�r 4D�r��i . OA /r. 9 Mir Qs fla 4 rA�jf(4 %I/I% 11 11 200.0 �%;SI./�.t.6%Q% �A�� %J./� ©�F ;OM 4 F.%JrT%%©rIZO EE;/®E 12 10 EE® ®ti /�D!/J * ii,-,„ 111'�.I ,„„,itlm '- 48.0 o w ,, mm r* * � M,M 'EM Pl DLh1A E/ W 11 i W`TH ran' w ktITH NUT 62.0 �o/�rasrAv/�rm'��� /. iorAV/1��1�r //%��;I//%,�1e/ v4,0z //4 EE1i 8 11 11 m %.r M� %% ��i 4 72.0 /%ra !/ i rJI �r.[ / /rAlf4,...4 F�i�.�.arord.ME�IiE1313 10 10 10 4 92.o op >r %11.1/V% ' � % %a %M�3i� ®d© � rt ►' � � 0 % ��� %i, �!r% 12. 12.5 *1. 1/ "0 tl4llC}t.�l1 48.0 (EE 12.5EE® +,12.5EEr, ' EEEj® 4 'm'eg EEEE®E;EEEE 7 10 2. 62.0 '� 12.5 9 ®4 Hamm 10 3 4 10 ��� ®4 Qi2,- 11 11 �E �• u 40 -POJNT OLIO- 72.0 12.5��� 10 n,, 10 10 Er 4 EE12.5I 7 ml�r�� IM ET AC NEtCRE Sa 92.0 EEEE 4 i�S / 5 ©r ama12.5 5 Q® 01313EIMMIZIO 12 CS� /�y orin��., 200.0 noon 3 7 3 Or �no 4 7 113rAMM 81 3 !//. 92,n1 7 minava lii}iii111tuttit1- 1; 1/Z M�N EMBEDO ENT 48.0 12.5 up s 10 10 © 5 au w�EEEEt�EE 10 mEEEE� a 9 9 Eirma 7 Email 62.0 9D 12 7 7 7 ran 6 6 A 3 mamma 0 9 0 5 '7 72.0 �' 10 n' r �.L,��©B 5 or:I. 0 77 nr 88 8 2613 -•2" •2 1j,,/�,�j 92.0 c 8 r�1� 5 aEr, 10 10 rannE 3 pQ 5 3 /!/./200.0 r %/��u .� 3 -Ara % /.ri BrarArar& li ?Jr�i d gyp' �%/2i1©�AT 4��/. 4 `/./ //!�% 1. ANCHOR NOTES: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWY IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL NCHOR TYPE AND ED QE DISTANCE, SELECT DESIGN LOAD GREATER THAN OF# QUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER HAN OK EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS p LOAD (W) P.S.F. ANCHOR TYPE MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) SPANS UP TO 8' -6" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) CI C2 C3 C4 C5 C1 C2 C3 SPANS UP 1-0 11. -0'• (SEE NOTE 1) CONNECTION TYPE SEE NOTE 3) C4 C5 C1 C2 C3 C4 C5 a O 4� OR P RP SHEAR OOD GRAIN 48.0 92.0 200.0 * ∎A‘. 11 W/ 5/8 MODpEM85 1/4- M IN& ACH1N1 CR wTEEL •48.0 62.0 72.0 92.0 200.0 B®UD1m 11 11 11 j EIOQ 10 D 11 11 OD l m©© D 0 0 11 0 Q m��© 11 7 �� D©QE1 HP SE1E9S1 31/7,4 DOR 2 6 2 '.2'' % 6 0, /!'Q%/ %%% 10 11 11 11 11 T A 8 L E _ MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE IVE DESIGN LOAD (W) (P.S.F.) MAX. MAK. PANEL LENGTH (FT. - IN.) MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE {IN.} MIN. SEPARATION FOR INSTALLATIONS REATER THAN 30' ABOVE GRADE (IN.) SYSTEMS 1 & 2 SYSTEM 3 MIDSPAN TUBE MIDSPAN BOLTS NO MIDSPAN BOLTS OR TUBE REQUIRED ALL CONDITIONS A0 0 5- 7 8 - 5 - 2 -1/4 _ 2 -1 /44 • _2 -3/8 2 -378 - 3 -1/2 __ -_. _ __3 -1/2 1 -1/8 i:5711- _ 8- 8 3 3 3 -i /2 1 -3/4 11 -0 3 3 N/A 2 -7/8 5a.0 5 -• 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8 - 5 8 --.8 2 -1/4 3 2 -3/8 - 3 _ 3 -1/2 3 -1/2 1 -7/8 1 -7/8 10 - 6 3 3 N/ A 3 60.0 _. .__ 5- 7 8- 5 2 -1/4 2 -1/4 2 -3/8 3 -1/2 1-114 _ 2 2 -3/8 3 -1/2 8- 8 10 - 1 -- 3 3 - - -- 3 3 _ 2 -3/8 3 -1/2 N / A _..._ 3 -1/2 2 -1/8 3 .. 1 -1/4 70.0 5- 7 2 -1/4 --(FL; '- 5 8 __._ 2.1/4 - 3 2 -3/8 3 �w, 3 -1/2 . ___ '. 3 -1/2 4 2-1/8 _- _ _ 2 -1/4 . 9 -9 3 3 N/A 3 N / A DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE USES. WHERE A. FIELDTVERIFYTFHAT STRUCTURE ENERSFAREhINTb ADEQUATE W000OFRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYW00Q IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD 3/4 EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTH RN PINE" G @0.55 0 GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX MEAD. 9. MACHINE ANCHOR AND SHALL HAVE A WAFER HEAD (SIDEWALKBOLT). THREADS IN 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT RBVJSBD as complying with the Florida Building Code Acceptance No ton / afo •. Oar r ..�AyR/ YO ar ct Control • IOU MAR 3 0 2012 etiaitisa tt, 9 41 �\. E #55g �8z3' 7 •� •,. No.A&r213S73`.` yt3 • • �dtlllatNlld 0 co DATE 03 -30-12 SCALE AS NOTED ,DRAVN S.I. )ICY 12-073 DRAENO N0. AD12 -31 I 4 OF 4 1 �. LOCA SINESS TAX RECEIPT - o O CORP. C rtific te. No. 0000005965 � CONStRUCTI 'Issue Date 09,�2if X012 C%�O LES'TE..J'ENS E�epirati�i� 09/30/2013 x =' 12,99 �1'.E. 104TH STREET Aocouxit ���ui�tber 07848 May SHOR£S,.FL 33138 THIS CERTIFIES 'I A.T ARCO CONSTRUCTION BUSINESS OFFI has paid the Business Tax to the Village Clerk' a Off ce of Miami Shores village TYPO DescriptiOh 1402 +LOCAL BUSINESS TAX RECEI''T address: 1299 NV 104TH STREET Fee: 132 96 This .Bu ineSS T4x Receipt muett be diriplaed . in a con4picuout lace. A penalty is i nposed for failure to keep this edeipt exhibited at yOur plate of b ;sinners .. Miami sores v bate Issued.: 4s This Bueinese Approval of tY lase, Flor a. By: Reopt:;is pot trasferr villas,e' Cler, ECEIPT 4 t s t the 4 4 CERTIFICATE OF SU C SUITE 318 MIAMI Fl. 33126 THIS i5 .64(306) 6204806 TO CERTIFY THAT THE POLICIES 4F INSURANCE LIMO 8ELLIUV HAVE BEEN ICS UED TO THE INSUi�6 7 I INt31CATE1 NOTWITHSTANDING ANY REQUIREMENT, TOW OR COMMON OF ANY CON7R,ACT OR -17 R Do CERTIFICATE MAY -SE OR MAY P8 TA t, THEINSEIRANCEAFFORDED,EY ' EXCI US10N AND CO) S OF SUCH MIMES. LIMITS SWIM MAY HAVE SEEN RW ,IC60 BY aM13 OVUM 0401352130 +3A19t2012 300,000• i* 31,000 300,000 ,000 • FM I i sib - Esc • AI Y:V. K SHOULD kW OF THE pa ova DIMMED POLICIES DE O THE EXPIRATION ''DATE , NOTICt, MI. NE MINNOW IN ACCORDANCE VAIN MN PO FR OvISIRMB. AC' The of