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WS-10-1154BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circl Building Roofing \\ Owner's Name (Fee Simple Titleholder) >r \C C Phone # — 5 # 2 7 5 Owner's Address 40 Kve las cit,tmtpaw Y)oos state FU Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 1/4- 11■ City Miami Shores Village . County Miami -Dade FOLIO / PARCEL # I 1 --- 2231 �- 0 ice - 00L1,0 Is Building Historically Designated YES Contractor's Company Name Contract is Address 1` 1 City i t iLO ,� r `� Qualifier Name 1 4 u 1 V t Phone # State Certificate or Registration No. Architect/Engineer's Name (if applicable) State 2 15(13L1 Value of Work For this Permit $ Type of Work: ■ Addition Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NO Certificate of Competency No., Phone # Square / Linear Footage Of Work: Alteration QNew * * * * * * * * * * ********** ** x*** ** *******: * ** Fees **** **** * *+x:x********* **** ******** ***** ***** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 36' DPBR $ SEP1720 ki PermitNo.4 '(� t - IFS L A Master Permit No. 3,3158 Phone # Zip (� 4 1 { {{ ce' CCF $ Technology Fee $ Zoning $ See Reverse side - CO /CC Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 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." e tMl' N41 Dom// n ' CL p n_art I� tJ M 1 11 t a .( Qt,,IVftR. Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant mus promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap ed and a reinspection fee will be charged. Signature. Owner or Agent The foregoing instrument was acknowledged before 1 me this , day of 0, 0,b cm9kal OoYvz In who is p� c irtfa g : I, , ' p /� W id take an oath. B�V, "1 � nis .Gascon Commission ODD699895 E JULY 29, 2011 Sig Print: ' ry My Commission Expires: APPLICATION APPROVED BY: 4 trl° b (Revised 07/10/07) o me or who has produced who is The foregoing instrument was acknowledged before me this , day of i i i , 0 B O , by as identification and who did take an oath. NOTARY PUBLI NOTARY ' C ATE OF FLORIDA Sig Print: 5OND My Commission Expires: me or who has produced BONDING Gill INC. **. x********. x****** ***** ************* ***a. ******* ***:******•x******** * *** x**** *********a:a:************** ** Plans Examiner Engineer Zoning Scheduled Inspection Date: October 06, 2010 Inspector: Bruhn, Norman Owner: COHEN, DOUGLAS Job Address: 440 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: STORMWISE SOUTH FLORIDA INC Building Department Comments October 05, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 151709 Permit Number: WS -6 -10 -1154 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Shutters Phone Number Parcel Number 1122310150040 Phone: (305)597 -7797 INSTALLATION OF HURRICANE SHUTTERS 4 ACCORDION, 1 ROLL UP 10 ALUMINUM PANELS Passed 44 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- 151668. CREATED AS REINSPECTION FOR INSP- 146786. All attachment ok except window at kitchen requires minkmum 2" edge distance. NB Page 19 of 25 PRODUCT # W H HORIZONTAL ROLLER 1 148 50 SOLID DOOR 2 62 80 HORIZONTAL ROLLER 3 111 40 FIXED WINDOW 4 74 38 HORIZONTAL ROLLER 5 74* 38 itilloWtsf INTER I SR.. 6 .: PANEL HORIZONTAL 7 37 50 PANEL HORIZONTAL 8 27 ACCORDION REMOV TRACK 9 • 72 80 80 PANEL HORIZONTAL 10 74 46 ACCORDION REMOV TRACK 11 96 80 SOLID DOOR 12 34 83 PANEL HORIZONTAL , 13 44 20 PANEL HORIZONTAL . 14 32 8 PANEL TRACKS 15 60 50 PANEL TRACKS 16 60 50 FIXED WINDOW 17 74 50 PANEL TRACKS 18 81 33 PANEL TRACKS 19 108 24 ACCORDIONS 20 101 52 ACCORDIONS 21 74 48 PANEL TRACKS 22 63 48 DOUGLAS COHEN 440NE105ST MIAMI SHORES FL 33133 Miami Shores Village APPROVED ZONING DEPT BLDG DEPT BY DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COLINTY RULES AND REGULATIONS ►, ZS.10 woe Miami Shores Village Building Department p C��II�I3 JUN 22 2010 BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No \a 10` 1154 PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle)KBuilding Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 4)01)(7/16 CoHt /1 Phone # 18CO iW376 Owner's Address 4 NE 106 6T City it MI/ State T20/ Zip 33 2 3 8 Tenant/Lessee Name Phone # Job Address (where the work is being done) Q City Miami Shores Village County Miami -Dade Zip 3 * 6 FOLIO / PARCEL # 4 ' - „2.25/- 045 - 00 1 140 Ne 105 £T Is Building Historically Designated YES NO Contractor's Company Name 6T04.11 W 166 song R.0494 Phone # 005 8 7 Contractor's Address 17)0 15 /V w' ' t5 4it�i Cit Om- oC1- state Faelat Zip 33051 Qualifier Name / LD 0 Phone # 0O5 5 q � 7 3 l q 7 State Certificate or Registration No. Certificate of Competency No. G& C 'l v 4 4 �2-- Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ['Addition NAlteration Describe Work: �N57 ®N 571+1° U Square / Linear Footage Of Work: I ['New ❑ Repair/Replace ❑ Demolition r ** * **** *,r **** *** * *, * ** **** * *** * ** * *, Fees * * * * * **, ******* * * **** * * ****** ** * * *** * ** * **** Submittal Fee $ 'OD Permit Fee $ 1 © CCF $ CO /CC Notary$ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 Ali 1DAVIT: 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 att•' �ment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which o s even (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved r inspection fee will be charged. The foregoiri day of who i Sign: (Revised 02/08/06) gent instrument was acknowledged before me this 21 byDaUS‘eS W't \Q n , e or who has produced identification and who did take an oath. R NOT ' , r.t t.?, ," '1" • STATE OF FLO IDA ���awpy nis C-ascon � ' DD 699 2 S9 1 i '• Print: My Commission Expires: APPLICATION APPROVED BY: Signature Contractor The foregoing instrument was acknowledged before me this (277 day of 20 a, by COM I l® t) i , who personally known to e or who has produced entification and who did take an oath. OF FLORIDA asccn te DD699895 ,2O Print: My Commission Expires: Plans Examiner Engineer Zoning Mean Roof Height DESIGN PRESSURES (PSF) • Zone 4 Mean Roof Height DESIGN PRESSURES PSF) - Zone 5 10 15 20 Tributary Area (Se Ft) 40 45 50 10 15 20 Tributary Area (So Ft) 40 45 50 25 30 35 25 30 35 0 -15 ft - 50.4 +48.5 -49.2 +45.2 -48.3 +44.4 -47.6 +43.7 - 47.1 +43.1 -48.6 +42.7 482 +42.3 45.9 +41.9 -45.5 +41.6 0 -75 ft - 622 , 48.5 - 59.8 +452 -58.0 +44.4 - 58.7 +43.7 - 55.6 +43.1 - 54.6 +42.7 - 53.8 +42.3 - 53.1 +41.9 -52.5 +41.8 18 ft -51.1 +47.1 -49.8 +45.9 - 49.0 +45.0 -48.3 +44.3 -47.7 +43.7 - 47.3 +43.3 -46.8 +42,9 46,5 +42.5' -46.2 +422 16 ft -63.1 +47.1 - 60.6 +45.9 - 58.8 +45.0 -57.5 +44.3 -56.3 +43.7 -55.4 5.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -53 -53.2 +422 18 ft -52.4 +48.3 51.1 +47.0 502 +46.1 49.5 +45.4 318.9 +44.8 48.4 +44.3 48.0 +43.9 1 4.7.7 +43.6 -47.3 +432 18 ft - 64.6 +48.3 -62.1 +47.0 - 80.3 +48.1 -58.9 +45.4 -57.8 +44.8 - 56.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +432 -53.5 -52.2 -51.3 50.8 -50.0 -49.5 -49.1 - 48.7 48.4 56.1 -83.5 -61.6 -602 -59.0 -58.1 76.4 -57.2 5 -55.8 20 ft +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44,2 20 ft +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 - 54.6 -50.5 -50.1 -49.7 -49.4 -64.8 -62.9 -59.2 - 58.4 -57.6 56.9 22 ft +50.4 +46.3 +45.8 +45.4 +45.1 22 ft +49.0 +48.1 +46.3 +45.8 +45.4 +45.1 -55.6 -51.5 - 51.0 -50.6 -50.3 24 ft -66.0 -64.1 -60.3 -59.4 -58.7 -58.0 +51.3 __ -_._ _ +47.8 +47.1 +46.7 +48.3 +45.9 +49.9 +49.0 +47.1 +46.7 +46,3 +45.9 26 ft -56.6 +522 - 55.2 +50.8 43.5 -54.2 +49.8 5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +48.7 26 ft - 69.8 +522 - 67.1 +50.8 55.1 +49.8 -63.6 +49.1 - 62.4 +48.4 - 61.4 -. +47.9 - 60.4 +47.5 -59.6 +47.1 -58.9 +46,7 28 ft -57.5 +53.0 58.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -532 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 28 ft -70.9 +53.0 -68.2 +51.6 -662 +50.6 -64.6 +49.8 -63.4 +49.2 - 62.3 +48.7 - 61,4 +48.2 -60.6 +47.8 -59.9 +47.4 -58.3 -56.9 -55.9 -55.1 - 54.5 -53.9 -53.5 -53.1 -52.7 -72.0 - 692 -67.1 55.6 -64.3 -63.2 -62.3 - 81.5 -60.7 30 ft +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 30 ft +53.8 +52.3 +51.3 +50.8 +49.9 +49.4 +48.9 +48.5 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -56.7 +52.0 -55.9 +51.3 552 +50.6 -54.7 +50.1 -542 +49.6 - 53.8 +49.2 53.4 +48.8 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 -68.5 +51.3 -65.2 +50.6 : -64.1 +50.1 53.1 +49.6 -62.3 +49.2 -61.6 +48.8 -57.4 m q ry c � m mQQ 3 � T - 54.5 -54.1 -73.9 -71.0 - 67.3 56.0 -63.1 -62.4 ft +52.7 +49.8 +49.4 ft +55.2 +53.7 +51.9 +51.3 +49.8 +49.4 • -58.1 r c r q -55.1 -54.8 -74.8 -71.9 m ei - 68.1 - 66.8 -63.9 -63.1 36 fl +53.3 +50,4 +50.0 38 ft +55.9 +54.4 +52.5 +51.9 +50.4 +50.0 38 ft -61.3 +56.5 59.8 +55.0 58.7 +54.0 -57.9 +53.1 - 57.3 +52.5 58.7 +51.9 562 +51.4 - 55.8 +51.0 55.4 +50.6 38 ft 45.7 +58.5 42.7 +55.0 - 70.6 +54.0 - 68.9 +53.1 - 67.6 +52.5 -68.5 +51.9 55.5 +51.4 54.8 +51.0 53.8 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 - 57.3 +52.5 -56.8 +52.0 - 56.4 +51.5 -56.0 +51.1 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -67.2 +52.5 -66.2 +52.0 - 65.3 +51.5 -64.5 +51.1 42 ft -62.6 +57.7 -61.1 +56.2 -60.0 +55.1 -592 +54.3 -58.5 +53.6 57.9 +53.0 - -57.4 +52.5 -57.0 +52.1 -58.6 +51.7 42 ft : -77.3 +57.7 -742 +56.2 -72.1 +55.1 -70.4 +54.3 - 69.0 +53.6 -67.9 +53.0 - 68.9 +52.5 - 66.0 +52.1 -852 +51.7 44 ft -632 +58.3 -81.7 +56.7 -60.8 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +522 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 - 87.5 +53.0 -66.6 +52.6 -65.8 +52.2 -63.8 -62.3 -612 -60.3 59.6 -59.0 - 58.5 - 58.1 57.7 -78.8 -75.7 -73.5 -71.8 -70.4 58.2 - 682 - 67.3 -68.5 46 ft +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53,1 +52.7 46 ft +58,8 +57,3 +562 +55.3 +54,6 +54,0 +53.5 +53.1 +52.7 -64.4 -62.8 51.7 -60.8 50.1 59.6 -59.0 - 58.8 582 -79.5 -76.3 -74.1 -72.4 - 71.0 - 69.8 -68.8 467.9 57.1 48 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 : +54.0 +53,8 +53.1 48 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 -64.9 - 63.4 522 51.4 50.7 50.1 -59.5 59.1 - 58.7 -802 -77.0 -74.8 -73.0 -71.6 -70.4 59.4 -68.5 57.6 50 ft +59.9 +58.3 +572 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 50 ft +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 ft -85.5 +60.4 -63.9 +58.8 -62.8 +57.6 51.9 +56.8 -61.2 +56.1 -60.6 +55.4 -80.0 +54.9 -59.6 +54.5 -59.2 +54.0 52 5 -80.8 +60,4 -77.6 +58.8 -75.4 +57.6 -73.8 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -68.2 -68 +54.0 -86.0 54.4 -63.3 52.4 51.7 -61.0 -60.5 -60.1 -59.8 -81.5 -78.3 -76.0 -742 -72.8 -71.6 -70.5 -69.6 -68.7 ft +60.8 +59.2 +58.1 +572 +56.5 +55.9 +55.4 +54.9 +54.5 ft +60.8 +592 +58.1 +572 +56.5 +55.9 +55.4 +54.9 +54.5 - 66.5 -64.9 -63.7 -62.9 52.1 -81.5 -81.0 -60.5 50.1 -82.1 -78.9 -76.6 - 74.8 73.3 -72.1 -71.0 - 70.1 -69.3 ft +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 ft +61.3 +59.7 +58.5 +57.7 +56.9 +56,3 +55.8 +55.3 +54.9 60 ft -67.5 +622 -65.8 +60.6 -64.7 +59.4 - 83.8 +58.5 -63.0 +57.8 - 82.4 +57.1 -61.9 +56.6 51.4 +58.1 -61.0 +55.7 ft - 83.3 +822 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 74.4 +57.8 -73.2 +57.1 -72.1 +58.6 41.1 +58.1 40.3 +55.7 03/02/2009 - 5:01 pm troyb F: \03 Elements110 Loading \11 Calculators'ASCE 7 -05\_FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. 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. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. 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. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. 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. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. 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 (GCpf = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALTN FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES, 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10° /, OF LEAST HORIZONTAL'S DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 5 ® I 1 ELEVATION WALL ZONE FIGURES MRH =0 -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF HEIGHT C 0 z co REMARKS CHKD FLB FLB DRWN CL TSB INR ISSUE REVISE FOR 07 FBC DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR P ���� 9 inr WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, y I "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED INVALIDATE OUR CERTIFICATION. \ 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT GN LOADS FOR COMPO ENTS & CLADDING ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH *9885 PRODUCT # W H ROLLDOWN INTERIOR 6 96 80 PANEL 7 37 50 PANEL 8 27 80 ACCORDIONS 9 72 80 PANEL 10 74 46 ACCORDIONS 11 96 80 PANEL 13 44 20 PANEL 14 32 8 PANEL 15 60 50 PANEL 16 60 50 PANEL 18 81 33 PANEL 19 108 24 ACCORDIONS 20 101 52 ACCORDIONS 21 74 48 PANEL 22 63 48 DOUGLAS COHEN 440 NE 105 ST MIAMI SHORES FL 33138 • • • • • •• • • • • •• •• • • •• •• • • • • • • • • • • •• • •••• • • •••• •••• • • • • • • • •• • • • • • •• • • • • • •• •• • • • • •••• • • • • • • •• •� • • • • • • Date: Product Description: Storm Wise Production, Inc. 13015 N.W. 45 Ave Opa- Locka, F133054 Phone (305) 597 -7797 Fax (305) 597 -7795 Shutter Product Approval Authorization Form O2 - 0 - ,2O'l Municipality: 1C¢N''(r 614-012 Building Official: 114 l 6 S Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following High Roller 50 Extruded Aluminum Roll- Up Shutter 09- 0121.20 This letter authorizes StormWise South Florida to use the above mentioned product at the following job: Name: ?0ObLA C1O��V Address: 1/ io5 67 City, State, Zip: 1 6 S Sincerely, Storm Wise Solutions, INC Permitting Department Enis Gascon • ••• • • • • • • • • • • • • •• • • • •• • • • • • • . • • • • • • •.• • •••••• • • • • • • • • • ••• • • • • • • ...• •• • Product Approval No: Ft 33136 .. • • • .•.... 1. This form must accompany the apflicatibn •far iabixiidinupermits and shall become part of the permit documortts. • • • • • • ' • • • • • •••• * • • • • • • • • • • • • • • • • • ••• •• •• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Stormwise Production, Inc. 13015 N.W. 45 Avenue Opa- Locka, FL 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: " HT -100 Stormguard " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 05 -563, titled "Stormguard Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton Tomasetti, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E., bearing the Miami -Dade County Product Control Revision stamp. with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", 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 o: hr usbrb t};e utanufacturer or its distributors and shall be available for inspection at the job site at 42 regtat $ti>�ii>:g �fFcial. This NOA revises NOA # 05- 1201.01 and consists of, hls g t4vi8uncastlbrai'tted pages E -1, E -2, & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar P.E � . . S. . • • ••• • • 1/04/2_ • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ' • • •• •• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov • • • NOA No 06 1026.11 • Elcytration Date: 06/25/2011 Approval Date: 01/04/2007 Page 1 Stormwise Production, Inc. 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01- 0502.06 A. DRAWINGS 1. Drawing No. 01 -800, prepared by Knezevich & Associates, Inc., titled "Stormguard Accordion Shutter", dated July 23, 1996, last revision #6 dated June 10, 1999, sheets 1 through 6 of 6, signed and sealed by V J Knezevich, P.E. B. TESTS 1. See Association's generic approval # 99 -0036. C. CALCULATIONS 1. See Association's generic approval # 99 -0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval # 99 -0036. E. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated April 28, 2001, certing this product to meet the criteria of product tested and approved, and allowing Stormwise Concepts, Inc. to use the test results approved under Miami - Dade County Approval No. 99 -0036, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Stormwise Concepts, Inc., dated February 14, 2001, signed by Mr. Camilo Diaz. 3. Letter by Knezevich & Associates, Inc., dated April 27, 2001, certifying that the drawing (No. 01 -800) prepared for Stormwise Concepts, Inc., signed and sealed by V. J. Knezevich, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc., Association generic drawing (No. 96 -168). 4. Acceptance Letter issued to Mr. Camilo Diaz on June 7, 2001 and returned signed by Mr. Camilo Diaz on June 11, 2001, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0520.04 A. DRAWINGS 1. See NOA 02- 0520.04 B. TESTS 1. See NOA 01- 0502.06 C. CALCULATIONS 1. See NOA 01- 0502.06 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS • • ••: . • . . • • • 1. See NOA 01- 0502.06 • • ' • OOOOOO . OOOOO elmy A. Makar, P.E., M.S. • j'Ireduct Control Examiner • • • : • • • • • • • • • NOA No 06- 1026.11 • • • • • • • • • • • • • • • • • •EIpn ation Date: 06/25/2011 Approval Date: 01/04/2007 E -1 ••• • • • • • • • • • • • • • • •• ••• • .• • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • •• •• ••• • • Stormwise Production, Inc. E. STATEMENTS 1. See NOA 01- 0502.06 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. OTHER 1. See NOA 01- 0502.06 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0923.02 A. DRAWINGS 1. Drawing No. 03 -812, titled "Stormguard Accordion Shutter", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V. . .1 Knezevich, P.E. B. TESTS 1. See Association's generic approval # 02 -0799. C. CALCULATIONS 1. See Association's generic approval # 02 -0799. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval # 02 -0799. F. STATEMENTS 1. Letter by Knezevich & Associates, Inc., dated July 2, 2003, certifying that the drawing (No. 03 -812) prepared for Stormwise Solutions, Inc., signed and sealed by V. J. Knezevich, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc., Association generic drawing (No. 02 -458). 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 1201.01 A. DRAWINGS 1. Drawing No. 05 -563, titled "Stormguard Accordion Shutter", sheets 1 through 7 of 7, prepared by Thornton- Tomasetti Group., dated September 14, 2005, last revision dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami-Dade County Buildinlg Codel owarptiavct • (rftae. • •• ,g • •• ••• • • • • • • • • • • • ••• • • • • • • • . • • • • • • • • E -2 • • • • • • •• 9 y A. Makar, P.E., M.S. • • • • • • "redact Control Examiner • • • • • • • • •; ; : NOA No 06- 1026.11 • • ••• •• • ElpiationDate: 06/25/2011 Approval Date: 01/04/2007 •.• • • • • ••• • • • •• • • •• • • • • • • • • • • • • • • • • •• •• ••• • • Stormwise Production, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated November 02, 2005, cert wing this product to meet the criteria of product tested and approved, and allowing Stormwise Solutions, Inc. to use the test results approved under Miami -Dade County Approval No.05 -0321, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Stormwise Solutions, Inc. dated November 23, 2005, signed by Mr. Camilo Diaz. 3. Letter by Thornton - Tomasetti Group, dated November 02, 2005, certifying that the drawing (No. 05 -563) prepared for Stormwise Solutions, Inc., signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No.05 -509). 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -563, titled "Stormguard Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton Tomasetti, dated September 14, 2005, last revision 1#0 dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Letter by Stormwise Production, Inc. dated October 19, 2006, signed by Mr. Camilo Diaz, requesting to change the address on his NOA. 2. Letter by Thornton - Tomasetti Group, dated October 04, 2006, certifying that the drawing (No. 05 -563) prepared for Stormwise Production, Inc., signed and sealed by V. J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No.05 -509). ••• • • • • •• • • e• • • • • ri • • my A. Makar, P.E., M.S. • • • •• • Product Control Examiner • • • • • • .: • • • • NOA No 06- 1026.11 • • • • • • • • • . • • • • • • • •Etwfation Date: 06/25/2011 • • • Approval Date: 01/04/2007 E 3 ••• • • • • • • • • • •• • • • • • • • ••• • • • • • • • • •• • • • • • • • • • • • • • • • •• •• ••• • • 2 t2 m N t .125" 1' 107" t2 1.840" 91.5 r'� 600" t1 u w 1 t f 41 1 eve 840 FATE 5' ,+1 .055 ITYPJ 0. 1 v Ai HEADER -CLG. MOUNTED SCALE HALP SIZE .048 O HEADER -WALL MOUNTED 2 SCALE HALF SIZE 3,993 5- 4. 478" OSCAL SLAT HALF SC HALF SIZE EGMINLINTES �HHEESE • • • THE ASR $H0 }Tp� pppL • " t TY PRODIItT C • OP�_rJ 0 OP aAA B • o+vr POA c 2. 1'O VERIFY CHORE AS TESTED ARE NOT OVERSTRESSED IN THESE j� • • • APPPRROVA AN YSIS TWO INCREASE IN AL(.UI A0LE STRESS WAS USED. IN THE • • • ' I• 3. DETERMINE THE TIVE AND NF.8ATIVI DM& !0455 TO U t s g g p WIVE NG C • M [n VI !Ent CALL 1 TNH 20VolN THE PL 1 BUILDING t 001.bDlRECTIONAL KO .0.8E SIiA se USED. • t• P RSZ t [IQCL1GIEjY,i iMP N44 INCLUDE INFORMATION .. t p RGR APPROV `COMPLY WITH CHAPTER 61G15 -23 01;4 • App7R/EykeAP� MONIwRATAL pIVgCE C ' 0011. V • pNTpp 1 081N�AND TiR CO d O V4 RISwT T �C gCU 0 • • ItA u REW TE Ii EITXER FORM OR MAT�f�4� 5 STRUCTUIOAL SUBST 7. ATV' •' (CATIONS A TB *RIVAL DOCUMENTS WILL VDm • • 8. WHEN THE SIN• CAD TO RS DEVIATE&RON ✓C/032 APPROVAL DOCUMENTS, THE • BUILDING OO LL EECT ONE %TN'IT(P�b1 A EgI LING OPTIONS, AI RE rppET7H _ _ - - OUCT A COEN E COTA B ) SECURED �M 750 P IAMI-- D COUNTY PR APPROVAL OOL( ON OIVR AND M E ARE DN Y OPTIO SHALL BE ACCEPTED BY TE I YNtVICIAL s. OPRC PAT N B,7 %. WITH THE U.S. PATENT AND TRADEMARK 0 0 0 N 9. EACH SHUTTER ASSEMBLY SHALL BE 1POEBR�MpANNENNTTLp1Y�LAABBELER AS FOLLOWS, 60AdOCKA PLONOI SP ��p�� MIAY6. OAO lW p E R D gm@ H� INC 10. W F (V IL O MB: CHAl63M A SIUJ.Lg ER LOOtFD TO CRANE PROVE ON. 1L S SS T TTOORM SOWTTTT EXTRUSIONS SHOWN p SHALL BP 0 0 6 0088 33- -1 6 A LUMINU A M p� A L L E L S OY, U.D.N. POP ET TO 8E 3/16 0 043 04 . ALL - 6171 - 0 - .N. "�' - 0TH 60 1(.SL,SIJ NL• 13. TOP AND BOTTOM DETAILS MAY BE INTER0/AN000 AS FIELD CONDITIONS REQUIRE. 14. FLOOR ACK5 AY BE R[ 0V AT N ST C I O LOCATIONS. USE REMOVAB ANCH M SO01 • CALK 048" °D i,�s 1.158" 3.840' MAX. .326' (Z)BUILD-OUT WALL HEADER SCALE, HALF 5152 CENTER MATE 1 SCALE HALF 5rzE I N Y I 1 2" MOV -S» MAX LE ICI ANC, HALF SIZE m O LOCKING CUP 1 S SCALE. HALT SIZE 1 " I 1350" (OPTIONAL/ .483" N 2 °• 041;. 21 .620' 2.4.0" 3 O 5ILL-WALL MOUNTED OADJ SILL-TOP OADJ SILL-BOT. SCALE HALF SIZE 4 SCAL HALE SIZE 5 SCAL HALF SIZE 7y p 11.100» p � 01 (TAT 10P. O ROLLER ASSEMBLY 12 SCALE, HALE SIZE CENTER MATE 2 LP SIZE STAINLESS STEEL 410" ASSEMBLY q75. 320 "0 HOLE II MII NYLONS WHEE P L r LACE g 0 IN .05 2.373' 4 ,-.472" LD. / `' " t- .812 - O.D.t j6DO 1 15" TOP BOTTOM "' CARRIER ® BUSHINGS SCALE, FULL SIZE 505" R 1.533" .055" .500' 9 O L0 CENTER MATE 1 G1900 80) NGR SCALE HALF SIZE O INSERT 1 3 SCALE. HALF SIZE 3.283" .055" O END SLAT SCALE HALF 5126 641" 1.250" 136" t = 200' • WALKOVER RRM SINTED 1 BUSING (NYLON)GNMENT INSIDE HANDLE (NYL 16 S CALE, HAL SIZE 7 HALF SIZE 1 B SCALE i tF SIZE 1.533" ALTERNATIVE ADJ. SILL -BOT Op.AT END SLAT SCALE HALF SIZE 7 SCALP, HALF SIZE ® CENTER MATE 2 ow LoamuG SOD) SCALE HALF 51ZE 1,13 THICK STAIN/ESE STEEL O LOCKING ARM 14 58* r. HAIP SRE .050' I'1 :V.:C s7+ as eon .71saiis IEemi B :8 Division b o nIH MINIM scot. I AS NOSED 4w LN 05-563 2006 09/14/2005 1dravmlay SACS roteked N 1 sheet 1 Of 7 .. X •16 • •1 SECTION I ALT. LOCATION OF LOCKING MECHANISP VARIES - NO LIMIT TOP TRACK CTYP.I 6 -1/2" a 0 BOTTOM TRACK 2 -FASTENER 24" O.C. (SEE ANCHOR SCHEDULE s ANCHOR). ACCEPTABLE • • LOCKING (� I MECHANISM OR BELOWC ABOVE ENTER (SEE GENERAL NOTE 10) TYPICAL ELEVATION N.T.S. •••• 1 ;i. : •• rip.) • I, ' m •••• • •• •OVRE ARM Lb ��{{C(��G MECHANISM AT ETTL.. • • ODE •••• OF SHUTTER. • •ON INSIDE OR OUT @IDE OF SHUTTER— - • • • • t9I AL PLAN VIEW • sr 3" .1•a- • •••• • • • •• �•• • • • • • • SSE FASTENER SIS1EDUl"E/' �1 •••• 1 11 S 41••••• • ••• • OPTIONAL BOTTOM OF EXTRUSIION TRUSS ASSEMBLY BOLT (TYP.) RAMMER 411N. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 51, DISTANCE TO BE MEASURED FROM BACK OF HANDLE SHUTTER BLADE INSIDE. Posinrwl ov F -_emu 14 �r • • L5 -.Ire ALUM. ANGLE W/ 3/16 - 0 POP RIVETS LA 6" 0.C: JOINT BETWEEN REMOVABLE AND FIXED SILL PLAN .50 "0 VIEW El NI R US a MOWN S REMOVABLE FLOOR IRAtK DETAIL SCALE . 3". P- 0" uses tin Vm0• ®AND FASTENER PB 24" O.C. (SEE ANCHOR SCHEDULE A FoR R ACCEPTABLE SSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE SCHEDULE FOR MAX SPACING LOCKING PIN SINGLE ARM LOCK SCALE: 1 -V7 v r-0" 2' SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK, N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER PLOP/ Vmw SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALD 3" . Ta" E FASTENER SCHEDULE. 1- MA 1 w1 w I 1 1 CIV tag - . - 1/8" 3/16 "0 POP MILS ARM L000 OPTIONAL CLOSER HANDLE. N.T.S. SINGLE ASM&000 OPTIONAL CLOSER HANDLE N.Y.S. JOINT BETWEEN REMOVABLE AND FIXED SILL NYLON HANDLE SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 ". 1'- 0" MANG BUSHING sr 7/16' 0.0. 0.63' LONG NYLON SOP BUSHING P Ili== =111 o OPTIONAL PLAN VIEW SCALE: 3" . 1• -0" SSEMLY OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING *10 x 2" SMS. MANUFACTURED FROM 14410HT OR 18 -8 STAINLESS STEEL XYLAN XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" 0.0. x 0.90" LONG NYLON PEA BUSHING 4110 x 3' SMS. MANUFACTURED FROM 41410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460'0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF S1Z MIN. SHUTTER SEPARATION ASTENER 24" O.C. SHEET 51 DISTANC SEE ANCHOR (SEE p [� R 24" 0.C. FOR SCHEDULE MEASURED FROM BACK OF HOR). ACCEPTABLE HANDLE WAHEN BLADE DR FROM FOR ANY ACCEPTABLEE 2 INSIDE. ANCHOR). fl ^ I 1 u` 7 ". C . " I ? J . Y (s . fi.1_k t,;..61 Its 21srlels Za R = = Asset: 0 2G. [ :.l.,.� Hog S Ast;n::3 t it Bs PAEua4 I I∎ 4 4si EL Ifil EL o ai O Iw i jp 3 w t rr 02 • I Z U R om v �"4" 0-4 'T o l F V.J. Knezevich F Nu L Li[a.x NYSPE0610M1 MIME E ' (AS NOTED [ 2006 CI X [°'° 09/ 4/2005 =NCR 05 -563 sheet 2 of 7 AT .. X •16 • •1 SECTION I ALT. LOCATION OF LOCKING MECHANISP VARIES - NO LIMIT TOP TRACK CTYP.I 6 -1/2" a 0 BOTTOM TRACK 2 -FASTENER 24" O.C. (SEE ANCHOR SCHEDULE s ANCHOR). ACCEPTABLE • • LOCKING (� I MECHANISM OR BELOWC ABOVE ENTER (SEE GENERAL NOTE 10) TYPICAL ELEVATION N.T.S. •••• 1 ;i. : •• rip.) • I, ' m •••• • •• •OVRE ARM Lb ��{{C(��G MECHANISM AT ETTL.. • • ODE •••• OF SHUTTER. • •ON INSIDE OR OUT @IDE OF SHUTTER— - • • • • t9I AL PLAN VIEW • sr 3" .1•a- • •••• • • • •• �•• • • • • • • SSE FASTENER SIS1EDUl"E/' �1 •••• 1 11 S 41••••• • ••• • OPTIONAL BOTTOM OF EXTRUSIION TRUSS ASSEMBLY BOLT (TYP.) RAMMER 411N. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 51, DISTANCE TO BE MEASURED FROM BACK OF HANDLE SHUTTER BLADE INSIDE. Posinrwl ov F -_emu 14 �r • • L5 -.Ire ALUM. ANGLE W/ 3/16 - 0 POP RIVETS LA 6" 0.C: JOINT BETWEEN REMOVABLE AND FIXED SILL PLAN .50 "0 VIEW El NI R US a MOWN S REMOVABLE FLOOR IRAtK DETAIL SCALE . 3". P- 0" uses tin Vm0• ®AND FASTENER PB 24" O.C. (SEE ANCHOR SCHEDULE A FoR R ACCEPTABLE SSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE SCHEDULE FOR MAX SPACING LOCKING PIN SINGLE ARM LOCK SCALE: 1 -V7 v r-0" 2' SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK, N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER PLOP/ Vmw SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALD 3" . Ta" E FASTENER SCHEDULE. 1- MA 1 w1 w I 1 1 CIV tag - . - 1/8" 3/16 "0 POP MILS ARM L000 OPTIONAL CLOSER HANDLE. N.T.S. SINGLE ASM&000 OPTIONAL CLOSER HANDLE N.Y.S. JOINT BETWEEN REMOVABLE AND FIXED SILL NYLON HANDLE SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 ". 1'- 0" MANG BUSHING sr 7/16' 0.0. 0.63' LONG NYLON SOP BUSHING P Ili== =111 o OPTIONAL PLAN VIEW SCALE: 3" . 1• -0" SSEMLY OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING *10 x 2" SMS. MANUFACTURED FROM 14410HT OR 18 -8 STAINLESS STEEL XYLAN XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" 0.0. x 0.90" LONG NYLON PEA BUSHING 4110 x 3' SMS. MANUFACTURED FROM 41410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460'0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF S1Z MIN. SHUTTER SEPARATION ASTENER 24" O.C. SHEET 51 DISTANC SEE ANCHOR (SEE p [� R 24" 0.C. FOR SCHEDULE MEASURED FROM BACK OF HOR). ACCEPTABLE HANDLE WAHEN BLADE DR FROM FOR ANY ACCEPTABLEE 2 INSIDE. ANCHOR). fl ^ I 1 u` 7 ". C . " I ? J . Y (s . fi.1_k t,;..61 Its 21srlels Za R = = Asset: 0 2G. [ :.l.,.� Hog S Ast;n::3 t it Bs PAEua4 I I∎ 4 4si EL Ifil EL o ai O Iw i jp 3 w t rr 02 • I Z U R om v �"4" 0-4 'T o l F V.J. Knezevich F Nu L Li[a.x NYSPE0610M1 MIME E ' (AS NOTED [ 2006 CI X [°'° 09/ 4/2005 =NCR 05 -563 sheet 2 of 7 14/ ONT. OR DDOR • • • • • O � • //•��•��,,•��•yyp- 3 /1�MA • RE®ERSED ANGLE L DIRECTION. BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). C1 CONNECTION TYPE U. REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT I ;= CONY. vi 0 8 0 U • 0. IDI SEE TABLE 2 OR DOOR --� O r 11Abt1116j SECTION • i i ri t • s • •••• • EXISTI ASONRY OR WO D STRUCTURE SEE • • WI R SCHEDti.E, TYP. • • C3 CSNNEC7I0a TYPE • REFERENCE AOICJI • • • •SCHEDULE FOR MAX. • SPACING 6" SPA T• • CING • 11 Ot� • • • • 1/2° • • ONTO• TWO 1/4 BOLTS MACHINE • TTY S RREEW 12" 0.M • • ,4PIiT1P tek . ABLE 2 EMBED. 5/8" MAX. OR WOOD SEE ANCHOR SCHEDULE, TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ROLLER ASSEMBLY IU 11 1 " iu 1/4" MAX- C2 CONNECTION TYPE SCHEDULE FOR MAX. SPACING 5/8" MAX. 0 CONT. 11 CONT. z NOTEE, A MAY USED QM au pg TOP O BUILD-OUT MOUNT SECTION E SCALE. 3" IA .a) F • 3/16"0 .12 TEN SCREW OR @ 6" "0 0.C. ITTYP.I X 1 ASSEMBLY X tan A AN GLE W/ 3 " 0 POP 1/4 MAXI RIVETS @ 6" 0.C. EXISTING CONCRETE, MASONRY EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. ANCHOR SCHEDULE. TYP. D.. a N� SEE TABLE • giqVd Cs CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O CEILTNG/INSIDE MOUNT SECTION B SCALE 3" . T -0" 1/4 -20 MACHINE BOLT W/ NUT 12" 0.C. (TYP., TOP & BOTTOM) ROLLER ASSEMBLY TYP. EVERY OTHER 1/4" MAXI L p Ggg OR DOOR X 4 2 S xx 1/4" MAX 1 W W EDGE DIST 5 /B" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -1/4" MAX. W F X E p fi " O.C.. (TYP RIVET -1/4" MAX. 6i -- ' O ,`ti W.� I ON: 1/4" MAX. - ()TOP & BOTTOM C1 CONNECTION TYPE SCHEDULE FOR MAX. SPACING 11 CONT. - FOR LARGER SPANS ISEE SCHEDULE 1 TYPE ANGLES /8" MAX. O BUILD - OUT MOUNT SECTION C Sr At., 3... r 1a" 3" 1 f? EXISTING CONCRETE, MASONRY -1/2 -1/2" OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER C1 CONNECTION TYPE C• 24" MAX. O.C. REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH SPACING MATERIAL TYP. TOP & BOTTOM PTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OPF CENTER CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Z av-1 in IL 1/4" MAX.- O UNT BUILD -OUT MO SECTION F SCALE. 3" . T-0" 1/4" MAX.- 1/2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE TAPLF 2 3 -3/4" MA N 5/8" MAX. EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. CONT. - FOR LARGER SPANS SEE SCH 1 TYPE OGLES C2 CONNECTION TYPE C1 REFERENCE ANCHOR REFERENCE CONNECTION OR SPACING B DO NOT SCHEDULE FOR MAX. EXCEED 8-1/2" SPACIN SPACING ,-1/4 -20 MACHINE BOLT WI U air 0.C. (TYP.. TOP T W L9 ~ a 1/4" w - MAX. •14 SMS f• 24" 0.C. MAX.1N BETWEEN TRUSSES SEE TABLE 2 EMBED. 1/2" MAX.,- WOOD SOFFIT / O FLOOR MOUNT SECTION G SCALE r • r D O BUILD - OUT MOUNT SECTION SCALE, r . r -C 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD p EACH RAFTER OF TRUSS, 24° 0.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS. EXTEND PLATE TO NEXT TRUSS 1/4" MAX. C4 CIONNECTION TYPE REFERENCE ANCHOR SCHEDULE E FOR MAX. EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. Y x 2"x .550" ALUM. TUBE TYP. TOP & BOTTOM gQEpCgp 0 SCHEDULE FOR SPACING BUT DO NOT EXCEED 8 -1/2° SPACING 5 /8° MAX. ap , ,, s D. i _ 02 •1 E 1/ BY Stasi Dula 0241.0R11Td D 1WJr s 09/14/2005 ASNOTID r jI 05 -563 sheet 3 of 7 ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2" x 5" Tw ..12.5" 5 Y -5" 8' -0- 8. -1' Tf = .125 10' -0" 7' -6" 3 0o" 2" 9 • • *5 • 14' -0" Tw = 0 8JY 8 •W -0" 1T -6� Tf = .224 101-0' 10'-•4" • r •5�'0" 156-5" Tw =.072" 8' -0" 17j4; Tf = .224'• 10 -0" 11' -Z • 8 0 0 00 • •a • •••• ,4 •••• ti E TWO 3/8 "0 POWERS CALK -IN p 3 -3/4" 0.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE / 0 ELCO CRE FL 3" D.C. W/ 1 -3/4" EMBEDMENT G I N EACH ANGLE • ••• • •••• •••• • •••• • •••• • STRUCTURE • • • • • •• • • • yR••5• • IINN`T 0251 CONC. • • • • EDGE 4-1/V I. OR FOUR 1/4 "0 ELCO CRETE -FLE EMBED & 2-1/2" ANGLE IST. IN EACH • • •• • • TABLE 2 5/8" MAX. 6063 T6 ALUM. ANGLE -1/4 " ' r DETAILS® &® THREE-1/4"0 N � THRU BOLTS I' ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT BOL 0R ACCESS USE ASRU S IN DETAIL( 1/4' MAX. (MAX DESIGN LOAD • 72 PSF) OTOP SUPPORT BEAM DETAIL SCALE r . r-o- NOTE 1. USE BEA(MSCHE0ULE FOR DETAILS I( ANDUJ. 2. SHUTTER SPAN TO BE LIMITED • TO THOSE SHOWN IN TABLE, SHEET S. 3. BEAM SPAN SHALL BE CONSIDERED • AS THE DISTANCE FROM g0F SUPPORT • TO fL OF SUPPORT. •• • • • • • •• • STRUCTURE MAX+ -i 6O&;-1 ALUM. ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD•72 PSF) O BOTTOM SUPPORT BEAM DETAIL SCALE 3" . 1-0" z Q N 01 W 1- r 02 X z v1 ANGLE DETAIL USING CALK -IN ANCHOR O 3/16 "0 POP RIVET OR •12 TEK SCREW @ 6" 0.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT IO 12" 0.C. PROVIDE 1 "0 ACCES ACCESS HOLE IN BOTTOM OF BEAM OR USE THR BOLT AS SHOWN IN DETAIL DRILL 5/16 "0 HOLE too" 3.00' DRILL 7/16'0 HOLE DRILL 5/16'0 HOLE t13" 3.75" 3.00" ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE , 3". 1'- 0' PLYWOOD AND STUCCO FINISH 5/8" MAX. -" SEE TABLE 2 1/2" w .0 1 o z 0 x ,z x a d 01 O K WALL MOUNT SECTION - USING 2° x 6' P.T. WOOD PLATE SCALE 3" • 0-0" PLYWOOD AND STUCCO FINISH 3.00" too" 5/8" MAX. - 0- - ' GL, SSEE TABLE z OR DUSO OR 012 TE SCR @ 6° O.C. (TYP. SSEMBLY O WALL MOUNT SECTION - USING ALUM. TUBE SCALE, 3' 0R WOOD STRRUCTURE SEE Y ANCH S TYP. EQ. Q. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -1/4" MAX. SEE TABLE 2 DGE DIS FOR WOOD PLATE USE 1/4'0 SCALE, 5" 7 5.5. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE @ 12' O.C. TWO 1/4'0 SS. LAG SCREW 24" ETRATI MAX. CENTER O PE OF STUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD • 72 PSF) 1/2" 1/4" MAX. 1/4 -20 S.S. MACHINE SCREW & NUT BACK SIDE FOR FIASTE CESS HOLE (d TWO 1/4 "0 S.S. LAG SCREW @ 02 CENT MAX. STUDS 1" PENTR. 1" x 3" x 1/8" OR 6083 T6 ALUM. TUBE (MAX DESIGN N LO 72 PSF) + I �I••_ _..- c SP G G @I 0 C. ITYP.) n i l � f I` • I�1 f ! �I MAX. W .. W � �w V aN� *Pi 5/8" M CA ALUM. TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. L1/4" 3/16 "0 POP RIVET MAX. OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SP ACING OCEILING/INSIDE MOUNT SECTIOP� L = Fit Z UCT lrs•.;r. =.� 2 $7 OIa: ttv O Sreg �dII Dbnan 05-563 j sheet 4 of 7 J III III 140' 3 0o" i 3.0 " 130" 11.00" 8 0 0 00 • •a • •••• ,4 •••• ti E TWO 3/8 "0 POWERS CALK -IN p 3 -3/4" 0.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE / 0 ELCO CRE FL 3" D.C. W/ 1 -3/4" EMBEDMENT G I N EACH ANGLE • ••• • •••• •••• • •••• • •••• • STRUCTURE • • • • • •• • • • yR••5• • IINN`T 0251 CONC. • • • • EDGE 4-1/V I. OR FOUR 1/4 "0 ELCO CRETE -FLE EMBED & 2-1/2" ANGLE IST. IN EACH • • •• • • TABLE 2 5/8" MAX. 6063 T6 ALUM. ANGLE -1/4 " ' r DETAILS® &® THREE-1/4"0 N � THRU BOLTS I' ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT BOL 0R ACCESS USE ASRU S IN DETAIL( 1/4' MAX. (MAX DESIGN LOAD • 72 PSF) OTOP SUPPORT BEAM DETAIL SCALE r . r-o- NOTE 1. USE BEA(MSCHE0ULE FOR DETAILS I( ANDUJ. 2. SHUTTER SPAN TO BE LIMITED • TO THOSE SHOWN IN TABLE, SHEET S. 3. BEAM SPAN SHALL BE CONSIDERED • AS THE DISTANCE FROM g0F SUPPORT • TO fL OF SUPPORT. •• • • • • • •• • STRUCTURE MAX+ -i 6O&;-1 ALUM. ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD•72 PSF) O BOTTOM SUPPORT BEAM DETAIL SCALE 3" . 1-0" z Q N 01 W 1- r 02 X z v1 ANGLE DETAIL USING CALK -IN ANCHOR O 3/16 "0 POP RIVET OR •12 TEK SCREW @ 6" 0.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT IO 12" 0.C. PROVIDE 1 "0 ACCES ACCESS HOLE IN BOTTOM OF BEAM OR USE THR BOLT AS SHOWN IN DETAIL DRILL 5/16 "0 HOLE too" 3.00' DRILL 7/16'0 HOLE DRILL 5/16'0 HOLE t13" 3.75" 3.00" ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE , 3". 1'- 0' PLYWOOD AND STUCCO FINISH 5/8" MAX. -" SEE TABLE 2 1/2" w .0 1 o z 0 x ,z x a d 01 O K WALL MOUNT SECTION - USING 2° x 6' P.T. WOOD PLATE SCALE 3" • 0-0" PLYWOOD AND STUCCO FINISH 3.00" too" 5/8" MAX. - 0- - ' GL, SSEE TABLE z OR DUSO OR 012 TE SCR @ 6° O.C. (TYP. SSEMBLY O WALL MOUNT SECTION - USING ALUM. TUBE SCALE, 3' 0R WOOD STRRUCTURE SEE Y ANCH S TYP. EQ. Q. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -1/4" MAX. SEE TABLE 2 DGE DIS FOR WOOD PLATE USE 1/4'0 SCALE, 5" 7 5.5. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE @ 12' O.C. TWO 1/4'0 SS. LAG SCREW 24" ETRATI MAX. CENTER O PE OF STUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD • 72 PSF) 1/2" 1/4" MAX. 1/4 -20 S.S. MACHINE SCREW & NUT BACK SIDE FOR FIASTE CESS HOLE (d TWO 1/4 "0 S.S. LAG SCREW @ 02 CENT MAX. STUDS 1" PENTR. 1" x 3" x 1/8" OR 6083 T6 ALUM. TUBE (MAX DESIGN N LO 72 PSF) + I �I••_ _..- c SP G G @I 0 C. ITYP.) n i l � f I` • I�1 f ! �I MAX. W .. W � �w V aN� *Pi 5/8" M CA ALUM. TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. L1/4" 3/16 "0 POP RIVET MAX. OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SP ACING OCEILING/INSIDE MOUNT SECTIOP� L = Fit Z UCT lrs•.;r. =.� 2 $7 OIa: ttv O Sreg �dII Dbnan 05-563 j sheet 4 of 7 J MAXIMUM ALLOWABLE SPAN SCHEDULE NEG• DESIGN LOAD (PSF) TYPE A MOUNTING CONDITIONS CfPj (� (( �JJ (( �JJ (FT - IN) TYPE B DETAIL ® OR DETAIL 5W© ANGLE REQUIRED MAX. B.O. (FT - IN TYPEC DETAIL V DOUBLE REQUIRED MAX /4" (FT - IN) TYPE D 9 DETAIL /10 Q MAX. B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13 - 1 11 -0 13- 1 11 - 40.0 12 - 11 10 - 8 12 - . 5 10 - 11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12 - 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 9 -0 9 -3 61.5 11 - 7 0- 7 8- 7 8- 10 63.3 11 -6 B -6 8 -6 8 -8 66.8 10- 11 8 -3 8 -3 8 -5 67.5 10- 9 8 -3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9 -8 7 -9 7 -8 8 -0 81.4 8- II 7- 0 7- 0 7- 4 86.8 8- 5 6 -7 6 -7 6 -10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 9 -9 5 -9 6 -0 110.0 6- 7 5- 2 3- 2 3- 5 120.0 6- 1 4 -9 4 -9 5 - 0 130.0 5 -7 4 -5 4 -5 4 -7 140.0 5 -2 4- 1 4- 1 4 -3 150.0 4- 10 3- 10 3- 10 4 -0 160.0 4 -6 3 -7 3 -7 3-9 170.0 4 -3 3 -4 3 -4 3 -6 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) MINIMUM MINIMUM SEPARATION SEPARATION POSITIVE ACTUAL FROM GLASS FOR FROM GLASS FOR - DESIGN SPAN INSTALLATIONS INSTALLATIONS LOAD (W) (PSF) (FT - IN) LESS THAN OR EQUAL TO 30' ABOVE GRADE GRE THAN 30' ABATER OVE GRADE !INCHES 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 30.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 3 -3/4 2 -3/4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 40.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/8 50.0 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 60.0 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 70.0 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 80.0 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 -1 4 4 5 - 0 2 -7/8 - 1 -1/2 7 - 0 2 -7/8 1 -3/4 90.0 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 100.0 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 -3 3 3 S3 • • • • • ALT. CL054 DETAIL •; ••• - Yx 2"x1/B' • • o • ALUMI ANGLE - ^ 3 N!0.TEK SCREWS •t ••• OR 3-3/16"0 ALUM. POP RI' ETS (TYP.) 2' x 2' x 1/8" _ • 0 a: " MIN j' - , FASTENER 24" Q.C. I (USE ANY A 0.C. NCHOR IN L ANCHOR SCHEDULE) E I Aok � 1° x 1 x .055 1 x 2 x,055". / ® ALT CLOSURE DETAIL M SCA 3" . r-0' " MIN FASTENER 24" O.C. ( NCHOR S� EDULE) 10 TE SCREW OR 3/16 "0 •••• il•BE �• - -- _ ALUM. 1 POP RIVET (01 24" D.C. 644.5. A:LOY • • - - - : /, TWO 1/4'0 FASTEN •••• • EACH ANGLE `SEE ANCHOR r • • • • , j Q - Ja SCHEDULE FOR ANY ACCEPTABLE ,,. •••i • i ANCHOR) • • • •••• • • •• NOTE; ••• • • EITHER CONDl ON MAY BE TYPICAL FOR EITHE%al F••• • •• • • C BBR CJ. J DETAIL ••• p •� •••• • • • • ••• • 2' LU ANGLE CONT. *10 x 1/2' GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET 3 18" 0.C. OR x 5" AL ANGLE *10 x 1/2" GALVANIZED SMS OR 3/16 - 0 ALUM. POP RIVET (1 18° 0.C. 1' x 1' x .055 "•1"x2 "x.055 "• 2" x 3" x .055 2" x 4" x .0 OR 2" x 5" x .125" AL. ANGLE 1/4 -20 TRUSS HEAD BOLTS 2. NUTS W/ LOCK WASHERS 31 EXISTING STRUCTURE HALF OF° USE MALE OR FEMALE AS REQUIRED T. CORNER CLOSURE DETAIL Q SCALE, 3" NOTES, REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD T O DETERMINE MAX. SHUTTER SPAN. 1. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM LASS (SEE SCHEDULE 0.062" THICK RECESSED SILL 3105 -H32 OR 6063-T6 ALUM. CONCRETE) " BELO W a' NW 3m oQ JW 0 X Eu Xw 1/4' MAX. 1 -1/4" -- 1 ter- XISTING STRUCTURE MIN. 3,000 PSI CONCRETE ONCRETE FASTENER 31 8" 0.C, ANY SCHEDULED FASTENER 15 ACCEPTABLE O MOUNT DETAIL F"?0 ^',ACT roxrED xs ct -. .•riP., ^'.racinif�l8 11'•71t �. �:� .� 8 asatat Da ' Costae DIskamt E u AS NOTED IRO!' I °tle 09/ 4/2005 dmmb MCx mnmq ro ) 05-563 j sheet 5 of 7 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (MEREST REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS '3nws 151X] I ANCHOR TYPE LOAD (W) P.S.F. MAX. ma NOTE 1) MIN. Y EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP 70 5' -8" (SEE 10016 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (S88 NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION (1 TYPE (SEE NOTE 3) (2 CONNECTION (SEE NOTE C1 C21C3 TYPE 3 C4 C5 CONNECTION TYPE (SEE NOTE 3) C1 C2. C3 C4105 CONNECTION C1 (5M C2 TYPE NOTE 3) C3. C41 C5 CONNECTION TYPE (SEE NOTE 3) C1IC2 C31C4 C5 CONNECTION TYPE (SEE NOTE 3 C1,C2 C31C4 C5 CONNECTION C1 (SEE C2 TYPE NOTE 3 C3 C4 C5 CONNECTION Cam C11C2 TYPE mama) (31 C41(5 I • • � id1611111111111ID91411111111p> V4•0 ITW TAPCON W/ 1 -1/4• MIN. EMBEDMENT 1Ma. 3.160PS.4CoNa63101 45.0 12 12 121121 7 12 12 12 8 5 12 12 12 7 4 10 5 5 3 12,12 12 12 9 12 12 12110 6 12 12 12 9 5 11 6 6 6 3 57.0 12112 12 12 9 6 7 4 12 10 12 12 5 5 6 4 11 9 10 6 3 8 �N/ 3. � 5 4 12!12 12 12 11 9 7 5 12 12 11 6 12. 6 8 6 5 4 12 10 10 4 12 7 4 5 4 3 9 3 9 3 3 3 5' 5 33 3 73.0 121121 105.0 10 5 5 5 1 3 8 3 / = � 4 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 170.0 0 3 r 4 ' / 8 3' 4 / 8 3 4 / 8 33 4 / 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 * � /l . I 1/4•9/ POWERS CALK - IN W/ 7/r EMBEDMENT t 1/4 STAINLESS 07EE. MACHINE SCREW mom me PSU, ammo 45.0 12 12 12 12 9 12 12 12 9 6 12 12 12 8 6 12 9 5 4 12 12 12 12 12 12 12 12 12 10 12 j12 12 12 9 12 01 11 9 6 57.0 12 1212 10 7 12 12 12 7 5 12 12 12 6 4 12 5 4 3 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 73.0 12 12 12 8 5 12 1 9 9 5 1 4 12 5 3 12 5 4 4 3 12 12 12 12 8 12 12 11 9 1 6 12 8 8 8 5 12 6 6 7 5 105.0 12 9 8 5 4 12 5 4 4 3 12 4 3 12 5 4 4 3 12 11 11 9 6 12 6 6 7 5 12 6 6 j 7 5 12 6 6 7 5 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 , 5 4 4 3 12 6 6 7 5 12 6 6 7 5 12 6 6 1 7 5 12 6 6 7 5 45.0 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 1 4 4 4 12 12 12 112 7 12 12 12 9 5 12 : 12 12 8 4 9 5 5 5 3 l J 57.0 12 12 12 8 1 5 10 10 10 5 3 9 7 8 5 3 6 A A 3 12 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 I/ 1,4•16 POWERS NAIL -IN W 7 -VS• M 3.083 omua00 73.0 11 11 11 6 3 0 4 4 4 __ �® 7 1 4 9 5 5 5 3 8 go / 105.0 8 4 4 4 M'M �'rVA r AVAnal 175.0 6 - 3 �»i•P/o%�AI'M � ���MI N%Ii7 * I °41 "' "` " °'> 1/V0 ELCO MALE/ FEMALE PANaMATE W/ 1-1/4 MX E118804EM 6 1/4-20 MACHINE SCREW WMTM NUT UDN.3,300PSJ.00NC0E10 45.0 12 12 12 12 11 12 12 12 12 7 12 1 12 12 11 6 12 a 7 7 4 12 12 1 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 5 57.0 12 12 12 128 12 12 12 9 6 12 12112 8 5 1114 4 6 3 12'12 12 12 9 12 112 '12 11 6 12 12 12 10 6 1214 4 7 4 73.0 12 ' 12 12 10 1 6 12 8 4 12 1 5 5 6. 4 11 ' 4 4 6 3 12 12 12 12 7 12 8 8 8' 5 12 6 5 7' 4 12 1 4 4 7 4 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 1 6 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 170.0 11 4 4 6 3 11 4 4 6 , 3 1114 4 6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 ; ' , ,,"" „,,, \ B ' q 45.0 12 12 12'.12 11 12 12 12 12 7 12 12 12 11 7 121 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12,10 10 9 6 57.0 12 12 12 12 8 12 12 12 9 1 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 , 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 4• H4[0 0 • V) . /4 Z • 00t 3.110 PS1018100006 109.0 109.0 12 8, 8 7 1 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 13 12 4 4 6 1 3 12 1 4 4 6 3 12 4 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 1 L 45.0 12 1 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 3 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 1 9 6 pg7'Q •V4•�1 ® C IT 11 7/ 01 t SAM P..L CONS • 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 11 12 12 12 12 7 12 12 1 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 , 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 1 10 10 1 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5, 7 4 170.0 12 4 4 6 3 12 1 4 4 6 3 12 4 4 6 3 1 2 4 4 6 3 12 6 1 5 11 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 1 7 1 4 - ANCHOR SCHEDULE FASTENER MAXIMUM SPACMG (INX7IES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 'Inns •isoca ANCHOR TYPE LOAD (WI P.SF _ MAX. (SEE NOTE 1) MIN. 3/4° EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (58E NOTE 1) SPANS UP TO Oa NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 (21(3174 C5 CONNECTION TYPE (SEE NOTE • C1 C21C3 C4105 CONNECTION (SEE 01172 TYPE NOTE 3 C3 C4 C5 CONNECTION (SEE C1IC2 TYPE NOTE 3) C31C4 C5 aaaa 1111.1111111\1101,11111•6111,,,- 1 1 -3/4' MItl. T READ PARALLEL OR PEEP. TO W000 GRAIN 45.0 - 12 12 12 9 7 12 12 12 61 5 12112 12 5 4 12 9 9 3 57.0 t2 12112 7 S 12 12 12 5 1 3 12 12 12 4 3 12 5 4 i / 3 3 Y 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3 4 12 5 4 3 105.0 12 9 8 3 3 12 S 4 3 / 12 5 4 3 / 12 5 4 170.0 12 5 4 3 // 12 5 4 3 12 5 4 3 12 ;' 5 4 3 E 2 0 • • •a o • D 1 1 .6 • S • ••• • ••• •••• • • • • • •••• • •••• • • •••• • •••• 00000 • • • •• •• • • • • • •• • • • • • • • •• • • • •••• •••• • • •••• • • • • • •• • • • • 8 • • • • • SEE PAGE 7 FOR ANCHOR NOTES Kr-r- z;1J1'..T !Zr'iE Ci3 31 . - tps ncT5t3 • • T 0b p q : u.. ::;2 294211aa D(YL`300 m 2 05 563 shoe • 5 g. o= m 4,2006 r 00 0 07 0 0 0 3.k 09/14/2005 6 of 7 3 D ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (NCHES) REQUITED FOR VARIOUS DESIGN LOADS AND SPANS "nws •1sIX3 ANCHOR TYPE LOAD IWI P.S.F. MAX. (SEE NOTE 1) MIN. Y EDGE DISTANCE MIN. 3- EDGE DISTANCE SPANS UP TO 5' -e" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1° (SEE NOTE 1) SPANS UP TO 5' -8" (SEE 1110TE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -t•' (SEE NOTE 1) CONNECTION CI TYPE (SEE NOTE 3) C2 C31C4 C5 CONNECTION (SEE C11C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 CONNECTION CI (SEE C2 NOTE C3 TYPa 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (EEE C1IC2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 I • • • • • 4o twebNsntlp • • •• • • • • •• 'EE1111,,,,,,111111111141111 m.... 7/413 ITW TAPCON W/' 1 -V4• MW. EMBEDMENT 45.0 12 12 12 1 7 4 9 9 9 5 3 8 8 1 8 4 5 3 3 / A 1 2 1 2 1 2 8 5 1 0 1 3 1 0 6 3 9 9 9 5 3 6 3 3 3 V A 7 3 7 4 5 , E� W S; 11 11 6 4 8 � i 4 ' 7 5 6 4 O � AM 73.0 7 7 4 7 7 6/ "' , S Ewan 3 8 5 3 6 3 3 3 �p���� py 105.0 5 ,,�' 4'ryr' y �' 4'' , " ���� � � r / I/'� 1 ' ���� BELOPINFA a i � 3 5 KM 3 � Q ► �q / � ■�� / / /�.I%�I�i�a�� /s' lAfl 170.0 4 % 4 %MII%Lii'//L%%I 4 /L%%%/iiAVAI/A.iI/,/IVII � 5 %%lITAU jii it •• * "� W /S /S WERSDNEN M. 1/4- 2 ESTAINEST v. " MA HIN STAINLESS S SCREW T ST > MACHINE scReW 45.0 12 12 12 7 5 11 11 11 5 3 10 10 1 10 7 � 12 12 , 12 12 ' 7 12 12 12 8 1 5 12 12 12 7 4 8 gig/ " � , 4 4 Ep ^ �� 57.0 12 12 12 6 4 9 9 9 4 4 8 6 7 A 5 MIFF. 12 12 12 9 5 11 11 11 6 4 70 8 9 5 3 7 73.0 10 10 . 3 na T N � �� � "�P 5 #1021 ' 12 12 12 1 7 4 9 5 4 5 3 8 MEW 7 105.0 7 3 3 ' 5 A� � �' ��� SU � 5 rtani.' "� 8 4 4 5 �/ 3 7 P " 4 ' 7 mom 7 �/ 170.0 ' 3 , 5 I � MENU �•���, � /O/ � 5 � � %% % %� /i�� %%� 7 ©JlIME11C ��� 4 %/ • • • 45.0 12 72I 12 1113 8 8 8 5 3 MEE= 5 PrAr# 3 V 12 12 12 9 5 9 9 9 6 B mon 6 3 3 3 3 go R 57.0 9 9 9 nom= nom= 6 4 5 ice// 4 C��� 10 10 10 7 4 7 7 7 5 a � 6 5 6 4 � 4 n �� • • EI/4 -* POWERS • OWL-IN W 1 -1/8' MW. EMBEDMENT • 73.0 7 77 �6 i 7 fil �3 5 3 MIME F �� ► ' 4 "E' 8 8 8 3 3 ' 5 rAird S p E ' 3 '4 105.0 5 `i vI �// /I 11 7 � M � E� , 7 / �E 4 " 5 �� ® 1=INI ,' ' / 3' 4 WANE W N' _ WM �� , 3 id � 170,0 4. '�ri%'S ' 3 , rArA I' 4 'A,J 4 ��i' 4 ii�G' 3'�� 4''I©//. • • ,•.,m wmannm_ l WV. FLCO MALE/ FEMALE 'PANELMATE- W/ 1 MIN EMBEDMENT O SC W11'H NE SCREW WITH NUT 45 0 12 12 12 9 5 12 12 12 6 4 11 11 , 11 5 3 8 4 4 3 ' 12 12 12 10 6 12 ®® 7 4 12 12 112 6 : 4 8 4 4 4' 57.0 12 12 12 7 L 10 10 5 3 ' 12 12 12 8 5 101 10 10 5 3 9 7 8 5 3 6 NM 4 3 3 5 4 fa col 3 73.0 71 71 i 11 5 3 3 3 3 3 5 3 = 7 3 3! 3 555r I 12 12 12 6 6 8 4 4 4 M / 7 6 ® Irri /.7 12 3 ©MICINME0 8 6 inwi 4 3 105.0 8 4 4 3 ' 6 ', 8 ®i)/A�/,mia �/ 770 0 6 i /IS�''Y'/.' � 6 / ',G©��,'©' 3 ' 6 %II /� /I 6 y a . SM�NCIr AffIil" 3 'a/ • •l '- 9 m" V4t F� ` '` " ° ° " " ° ` " " " "' D TA N/ W/ - 45.0 12 12 12 10 5 11 ; 11 11 7 4 10 10 10 n53 7 333 3 a 4 � � 12 12 12 12 12 12 12 10 7 5 12 11 5333 11 1 9 7 5 4 ®® 10 8 7 6 � 57.0 12 12 12 8 4 9 1 9 9 5 3 8 6 7 73.0 10 10 10 6 53 7 44 �, 3 4 3 6 3 5 °PIM 12 12 12 7 4 8 5 4 5 '. 3 7 EM 7 � NZ f M 105.0 7 3 3 ' 5 S' 3 � /' � 3 M � � T/I ©' � 7 aj y' 4' 7 E�//.fiO 170.0 5 /�2 5 74 3 NMI): 3 S%©M.'IiIN � ' /� �%ry MICIO 7 %A 4 MEIN 45.0 12 12 12 10 5 11 11 11 7 4 10.10110 6 , 121 12 12 7 12 12 12 5 12 12112 8 4 1/4 ^�P FLEX � 57.0 12 12 1284999538 16: 7 A, • 121212105111117 7 3 / 73 10 .10 10 6 3 7 111:1 4 � �" 3' 5 �'� 12 12 12 7 4 8 3 � M 705.0 7 3 3 4' 5 Era 3 S m' S i' 3' 8 4 4 55 33 7 ��iii � © I © 4 EreZE IEWAP � 770.0 5 /4112 % 5 %%I IMBEVAI 5 ErAIII FIgrArdZIW E/ %TIE 7 r A= 0 • •••• 0 o • •a •••• •$ • •••• Eh • • • •jp•••• 9 • s 0 0. • •••• •••• • • •• • • •• • • •' • • •• • • •• • • • •••• •••• • • • • • • • • • • •• •• • • • ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. RM AI W I�H S T SI E 1 PA SHUTTER SPANS FOR SPECIFIC LOADS MUST BE WAITED TO THOSE 2. ANCHOR TYPE AND DISTANCE SELECT EXISTING THA 0FF( EQUAL TO NEGATIVE DESIGA LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. • 3. EXIS CE ANCHOR SCHEDULE POR A NCHOR, TYPE OR ONPTYPENOF E XI ST ING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE AYY. FIELD EXISTING FASTENS S FRAMING. AOEOUATE W000 FRRAM MEMBERS ERS NOT WOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 7. SHALL BE GE DISTANCE 5 AC E PTABLOF ONOMINAL ! 2 RAMING. M W000 STUD HALL BE P NE^ G40.S5 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE N HINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT DP THREADS IN Hg EA (SIDEWALK AND HAOVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED 8 -1/2' 0.C. 12. FOR BUILD -OUT MOUNT SECTION 0 ANCHOR SPACING SHALL NOT EXCEED 6" O.C. P^ECTITT'' i',i M:SU aril 5 Bp Divisiaa f 5 07 [ 09/ 4/2005 67 AS NOTID] ialES u 3 (m m+n8 Mc8 1 1 I IP;Gi 0.5563 ( sheet 7 of 7 RMGUARD ACCORD Date: 06 -02 -2010 Municipality: MIAMI SHORES Building Official: MIAMI SHORES Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: Extruded Aluminum 60mm Roll -Up Shutter 09 - 0527.06 This letter authorizes STORMWISE Corporation to use the above mentioned product at the following job: Name: DOUGLES COHEN Address: 440 NE 105 ST City, State, Zip: MIAMI SHORES FL 33128 Sincerely, -6v ROLLINGSHIELD INC 2500 NW 74 AVE MIAMI, FL 33122 Shutter Product Approval Authorization Form Storm Wise Solutions, INC Permitting Department: �. • • ENIS GASCON • .. ••• •• ••• • • • • • •• • • . . . • • • • • •• • • • • • • • • • • • 1S• • • • ••• • .. •• 1. This form must atcbmpany th app+�icat.o for the building permits and shall become part of de perieit'dodunfer�ts' •: ; • ... •• • • • • • • • •• • BUILDING CODE COMPLIANCE OFFICE (13CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Stormwise Productions, Inc. 13015 NW 45 Ave Opa Locka, FL. 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AIIJ (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, modi ('y, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 Florida Building Code including the I Velocity Hurricane Zone. DESCRIPTION: High Roller 50 Extruded Aluminum Roll — Up Shutter APPROVAT , DOCUMENT: Drawing No. 09 -082 titled "High Roller 50 Extruded Aluminum RoIl -Up Shutter ", prepared by IngCo Inc., dated 10/15/08, sheets 1 through 15 of 15, signed and sealed by Pedro De Figueiredo, P. E., on 04 /23 /09,bearing the Miami -Dade County Product Control Revision and Renewal stamps with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, state and the following statement: "Miami -Dade County Product Control Approved or MDCPCA ", 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 and renews NOA # 03-0507.03 consists of this page, evidence page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E. MIAMI DADE COUNTY • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • •• • •• • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • •• •• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 09- 0121.20 Expiration Date: 01/29/14 Approval Date: 05/26/09 Page 1 ech Shutters GrouIa, Inc NOTICE 01? ACCEPTANCE: EVIDENCE PAGE A DRAWINGS I. Manufacturers extruded drawings and sections. Drawing No. 09 -082 titled "High Roller 50 Extruded Aluminum Roll -Up Shutter", prepared by EngCo Inc., dated 10/15/08, sheets 1 through 15 of 15, signed and sealed by Pedro De Figueiredo, P. E., on 04/23/09. II TEST REPORTS: Test reports conducted per FBC -TAS 201, TAS 202 & 203 -94. I. Test report on Uniform Static Air Pressure Test per TAS 202, Large Missile Impact Test per TAS 201 & Cyclic Wind Pressure Test per TAS 203 of Series 55 mm Aluminum Roll Up Shutter System , prepared by Fenestration Testing Laboratory, Inc., Test reports No(s) 5200 dated 04/02/07 and 5228 dated 04/04/07, signed and sealed by Michael R. Wenzel, P.E. C CALCULATIONS 1. Comparative analysis for slats; storm bars, headers, tracks, mullions and anchors, using rational analysis dated 11/24/08, pages 1 through 35 prepared by EngCo, Inc. signed and sealed by Pedro De Figueiredo, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E MATERIAL CERTIFICATION Tensile Test Report per ASTM B557, prepared by Fenestration Testing Laboratory, Inc., Report No 5200, dated 04/02/07, signed and sealed by Michael R. Wenzel, P.E. I STATEMENTS 1 • Statement Letter of product compliance to .NBC & "No financial interest" dated 04/23/09, signed and sealed by Pedro De Figueiredo, P.E. 2. Lab compliance Ietter, as part of above referenced test reports. 3. Release letter by Hi -Tech Shutter Group Inc. dated 01/14/09 signed by Rudy Garmendia 4. Request letter by Stormwise Productions, Inc. dated January 09, 2009, signed by Camilo Diaz G (I'JIERS NOA # 08 -1952 and 03- 0507.03 • • • • • • • •• • • • • • • • • • • • •• • • • •• Mohammed Igbal Shaikh, P. E. • • • • • • • • • • • • Sr. Building Code Compliance Specialist • • • • • • • • • • • • NOA No.: 09- 0121.20 •. • • • • • • • • • • • • • • Expi Date: 01/29/14 • • Approval Date:05 /26/09 E -1 ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • — SINGLE SPAN MULTIPLE SPAN \ HE.ADER HEADER SINGLE SPAN — HOOD ) 1 TRACK — MULTIPLE SPANS 1 HEADER MULTIPLE SPANS HEADER SINGLE SPAN — HOOD ) TRACK / I • • • ••• • • • • ••• ••• • • ••• • •• • •• • • • •••• • • • GENERAL NHTESI 1- DEFINITION: THIS PRODUCT IS A ROLL -UP TYPE SHUTTER; DESIGNED, CONSTRUCTED AND ERECTED TO EASILY ENCLOSE AN AREA, L ALLOWABLE'DESIGNEDPRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. 2- CODE: THIS PRODUCT HAS BEEN TESTED UNDER THE TAS 201, 202 AND 203 (LARGE & SHALL MISSILE) STANDARDS AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2007 EDITION, INCLUDING THE HVHZ (HIGH VELOCITY HURRICANE ZONES). 3- POSTING: A LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING THE FOLLOWING: '.STORMW 00-T U FLORIDA MIli1. ADE COUWTY gffiJDUCT APPROVED' • • • • • • • 4- LOADS: Ti4E DESIGNED LC D MUST BE CALCULATED BY A - PROFESSIONAL ARCHITECS ORD ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESTt•\tS • PRESSURE MUST NOT EXCEED THE •• ALLOAA LOPORESSURES•FCR.51ACH SHUTTER COMPONENT TO BE USED. •• 5- MATERIAL: ALL ESC SI/ttt ALUMINUM SHAPES SHALL BE MADE OF T • 6063 -TR•I�R AS NOTED.• • • • • • 4 • 6- FASTENER ASSEAf! AND ANCHORS SHALL BE AS • SPECIFILD IN THE CSJRREWi•SET OF DRAWINGS. INSTALLATION AND s• LOADS AS•RiR THIS ,pei iggL. NO 33 1/3% INCREASE IN ALLOWABLE STRESS SAS flEEN USED I TRV rHE DESIGN OF THIS PRODUCT. ANCHORS INTO WtMT.IERE DES�GNE?J•WITH 1.6 LOAD DURATION. (Kd =.85) •• •••• 7- MQIT,PLE•SPAN SHUTTERS: MULTIPLE SPAN COMPONENTS SUCH AS STORM RS MULLIONS AND HEADERS, TO BE DESIGNED AS PER THIS SET OF DRAWINGS. 8- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 8. 1- THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 8.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, WIND LOADS, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 8.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. HOOD TRACK- HOOD TRACK — SINGLE SPAN-1 J SLATS MULLION TYPICAL SHUTTER CONFIGURATIONS TWO SPAN HEADER J SLATS SLATS�ULLION' SLATS- STORM BAR STORM BAR SLATS MULLION SLATS SLATS J ` STORM BARS STORM BAR SLATS THREE OR MORE SPAN HEADER STORM BARS DESIGNED PRESSURE COMPONENT I REF. SHEET SLAT SPAN TRACK ANCHORAGE STORM BARS 3 4 - 5 6 -9 HEADERS 1 10 MULLIONS I 11 -15 NOTES: t- ALLONAHLE DESIGNED PRESSURE FOR MALT IPLE SPANS SHUTTERS ARE FUNCTION OF THE LOWEST ALLOWABLE DESIGNED LOAD FOR THE SLATS, STORM BARS, HEADERS. MULLIONS. MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL: (305)597 -7797 EAX: (3C5j 55 -'95 PRODUCT: HI-ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: CA 8118 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO@AOLCOM Engineer Seel Pedro Oe Fgueiredo, PE 52609 DRAFT f NG PK KUM & MORE Date: 10 /15/08 Scale: NA Design by: PPMF MIAMI -DADE BEM PRODUCTRaMWED tseiroplym,per:b 1158 riode.a 33ir.:eag Cee. x. 6121• • .y ZLIO1-._ t•3::;: Da-.1 PA.r.:: <.t Control Drawing Number 09 -082 Sheet 1 of 15 MEMBER MARK 8 (1N) L (IN) Tf' (IN) Tw (IN) 5 12 3 I 1/8 1/8 6 i 2 4 1/8 1/8 7 1 2 5 1 I/8 1/8 8 1 2 6 1/8 1/8 r . • J• ••••h • 1 •• • PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHU I 1 ER Engineennc: iExtg (g0 �L . CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FL 33313 ENGOO@AOL.COM APR r 3 NO Engineer Seal Perim De figueirdo, PE 52609 DRAFTING PK DRAFTING & MORE Date: 10 /15/08 Scale: NA Design by: PPMF MIAMI -DADE BCCOr s. xr_?! ;iy; ;';y) Se f ionta ?ei oe t >, aqua I)t: Ialen Drawing Number 09 -082 Sheet 2 of 15 0 1- SLAT 6063 -76 ALUMINUM ALLOY 3. 46 • • • • • • ••• 2- 41 SMALL 4 tIDE RAP. • 606476 ALUMINUM :61r • •• •• • • • • • 3.78 1/8' BASIC SHUTTER COMPONENTS L N V) 2 • 0 1 5/6/7/8/9/10- BOX BEAM ALUMINUM TUBE 6063 -T6 Alloy 0 13 0 0 • --I 1. 00 '4- 1/8' -1x1 ANGLE EXTRUDED ALUMINUM 6063 -T6 Alloy 0. 13 • • ••••t• ••• • • • ••• • • • • •••• • • • •••• • • } • • • • • •• •••• •• I 1' MIN. • 3 - LARGE SIDE RA:. • I 3' MAX, • 60.3•i6•ALUMINUM AI•AY • • • •••• 9- 1 /8' ANGLE EXTRUDED .ALUMINUM 6063 -76 Allay i 16', 14', 12', 10', 3• 7- rlCIMiiA, HLG0 s1:ES i PIVOT MOTOR ASSEMBLY GALVANIZED OR ALUMINUM REEL END CAP NECK SLATS 2) 9831/2' SMS MINIM UM 0. 04 ALUMIN UM HOOD NOTE THE ROLL -UP MECHANISM (GEARS, MOTORS, SUPPORTING END PLATES) ARE NOT PART OF THIS APPROVAL. MANUFACTURER IS RESPONSIBLE TO SPECIFY THESE COMPONENTS FOR PROPER SHUTTER OPERATION. GEAR ASSEMBLY HOOD ASSEMBLY HOUSING (2) 3/16' ALUM. POP RIVETS THICKNESS I I . 04 Lo N ▪ r` ALTERNATE - - ROUND & SQUARE • 14000(140 T •¢ z a _ z o B z x MANUFACTURER: STORMW(SE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL: (305) 597 -7797 FAX: (3D51 53T - 77S6, Pd( +7 PSF 2 OF SPANS 1 2 3+ 24. 7 90 90 90 28.2 87 87 87 32.0 84 84 84 35.7 82 82 82 34 - Ak Ji] 80 80 45.Z 1 • �Q� 0�� 51.5 75 52. 7 76 _ EiAMI1I® 59.3 72 72 60. 0 72 72 haw * TEImM I I Iw ITIMPIDMIEZIFIA Jm M r 68 68 6 2 6: 68 6: 80.0• 67 67 ii 91.0 65 65 65 00 ' J 9 Eon 4 MEM 120 49 49 3i]• •46 46 Pi 40 OILAWAVANA ridEEMmMEO 160 37 37 37 170 35 35 35 180 33 33 33 90 31 31 31 200 29 29 29 210 28 28 28 220 27 27 27 • • •••• • • • •••• *1• • • • •••••d• • • • • • • • TABLE 1 - SLATS SPAN X DESIGN LOAD POSITIVE & NEGATIVE LOADS (PSF) X MAXIMUM SLAT SPAN (IN) • • • •• •• •• •• •• •• Pd( -) PSF 24. 7 28. 2 32.0 35. 7 39.6 • 45.7 �1. 5 2. 7 55.6 017. 8 99.3 � k0. 0 S4.7 67.3 75. 8 460.0 90. 0 • 100 110 • 120 • 130 140 150 160 170 180 190 200 210 220 4 OF SPANS I 2 1 3+ 107 102 98 94 91 87 84 83 82 81 79 92.8 I 75 74 72 69 64 45 42 40 37 34 33 32 31 31 1071107 102 102 98 98 94 91 87 84 83 82 81 80 80 80 80 79 78 77 78 77 69.0 76 76 70.0 I 76 76 751 75 74 74 72 72 69 64 58 53 49 58 53 49 45 42 40 37 34 34 33 32 31 31 94 91 87 84 83 82 81 80 80 79 78 77 76 76 69 64 58 53 49 45 42 40 37 33 32 31 31 Pd= DESIGN LOAD IN PSF SPAN= SLAT SPAN IN INCHES 90 Poi( 4.) SPAN PSF <IN> 100 NOTES: 1- INSTALLATION OF THIS PRODUCT IN THE REVERSED POSITION 15 ACCEPTABLE 2- INTERPOLATE FOR SLAT SPANS & DEFLECTION BETNEEN THOSE SHOWN ON THIS SHEET 7AELE IA (GS) MINIMUM SHUTTER SEPARATION FROM GLASS 40 50 60 70 69 36 49 80 60 67 1- 49 2° 1 -1/4° 60 2 -1/2° 1 -5/8° 74 2 -1/2° 2 -3/8° 77 2 -1/2' 2 -1/2° 49 60 74 75 36 49 60 72 36 49 49 60 65 36 49 1 -1 :' 2' 1 -3/8° 2 -7/8" 1 -3/4' 2 -7/8' 2 -5/8' 2 -3/4' 2 -3/4' 2° 1 -1/8" 2' 1 -3/8' 2' 1 -7/8' 2-3/4° 2 -3/4° 2° 1 -1/8' 2° 1 -3/8° - 2 -3/4° 2' 2' 2 -1/4° 2-3/4' 2 2 -3/8° 2 -3/4' 2' 2' 1 -5/8° 2 -3/8' 2 -3/4' 1 -1/4' I -5/8' 36 49 UNIT LOCATION < =30' >30' GRADE GRADE 2 1 -1/8' 2° 1 -1/4' 30 60 2 -1/2° 1 -1/2' 74 2 -1/2° 1 2- /8' 84 2 -5/8° 1 2 -5/8' 2 -3/8 2 -3/4 1 -1/2' 2 -1/4' 2 -3/4' 2 -1/ 1 -1 /8 3/8' GS. GLASS SEPARATION SEE TABLE IA FOR REQUIRED GLASS SEPARATION OPENING SINGLE SPAN STORM BARS SHEETS 5 - 8 - SPAN OPENING SPAN .. SPAN THREE OR PORE SPANS STORM BARS SHEETS 5 - 8 MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (305) 597 -7797 F. 1587 -i rG5 PRODUCT: Hi- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: °T,Eltg(gtr ?lrtr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FL 33313 ENGOOI A0L.COM Engineer Seal Pedro De Flguafeda, PE 52609 DRAFTING PR DRAFTING & MORE Date: 10115(08 Scale: NA Design by PPMF MIAMI-BADE DECO. all La:: rm::a, 0/ I- t. Z° .41e Rrouuat Cantrof Drawing Number 09 -082 Sheet 3 of 15 If TYPE 1 DESCRIPTION MANUFACTURER 1EMBEDMENT ED BASE MATERIAL A 1/4' TAPCON ITW 1 -3/4' 2 -1/2' 3192 psi CONCRETE B C E 1/4' ULTRACON ELCD 1 -3/4' 2 -1/2' 2700 psi CONCRETE B 1/4' TAPCON ITW 1 -1/4' 2 -1/2' CONCRETE HOLLOW BLOCK 12 1/4' ULTRACON ELCO 1 -1/4' 2 -1/2' CONCRETE HOLLOW BLOCK C 1/4' ULTRACON ELCO 2-1/4' 2 -1/2' GF BLOCK E 1/4 TAPCON ITW 1 3/4' 1' WOOD (SG)... 55) 1/4' ULTRACON ELCO 1 3/4° 1' WOOD (SG>=. 55) • ••• • •••• • •• • ••• ••• • • ••• • •••• • •• • • • •• •• • •• • • • • •• •• • •• • • •• 20R3 • • • ill • • •••• • • •• EDGE DISTANCE— ( ED) !INSET MOUNTI 1.43 2. •••• • • i:; EDGE DISTANCE (ED) • • • • • • • ANCHOR A. B. C, or E • • lte =ABLE 2 FC•2•SPAC•NG • • • • 1 /4- 1434 iiIWIE 5 SELF GRILLING • • • SCAM* SPACED • • • • AT 6• 0C • •• •••• • • • SPAN 2023 SPAN SITE- - 1.29 1/4- 14X3/4 GRADE 5 SDS SPACED AT 6' OC M IN !WALL MOUNTI 2NG.G.R A. 2. C. E 200 1ABLE .? 0114 2 A0 i:NG 1. 25 SPAN 2.04 1.43 1/8 -2X3 6063 -T6 ALUMINUM ANGLE ANCHOR A, B , C, or E SEE TABLE 3 FOR SPACING IQ 701 EMBED. 1. 43-- -I 0. 33 TRACK ANCHORAGE OPTIONS 1/8 -4X4 02 1/8 -3X3 6063 -T6 ALUMINUM TUBE 2023 TABLE 2 WALL MOUNT TRACK ANCHORAGE SPACING BUILT -OUT MOUNT TRACK ANCHORAGE SPACING Pd= Design load In Psf // SPAN= Slat span in inches Anchor spacing in Inches on center TRACK ANCHOR SCHEDULE NOTE: 1- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING TABLE 3 INSET MOUNT TRACK ANCHORAGE SPACING Pd= Design load in Psf // SPAN= Slat span In Inches Anchor spacing In Inches on center MANUFACTURER: STORNIWISE 13015 NW 45th AVE. OPA-LOCKA, FL 33054 TEL: (3051597 -7727 FAX.(305) 59T -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: xt.g o .Ixss. CA 8118 66971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO AOLf COM APR 2 3 nog Engineer Seal Pedro De Fgueiredo, PE 52609 DRAFT [NG. PK DBM"tiUS & r1 1 Date: 10 /15/08 Scale: NA Design by PPMF MIAMI - DADE BCCO: ktY 'Yl��'LL�C - LrI 1)ae Prequel C Drawing Number 09 -082 Sheet 4 of 15 SLAT SPAN ( Inches )' 91 82 78 72 64 1 31 Pd IA B IC E A B C E A B C E A IB C IE l A B C E A B C !E 40 112 7 12 12 12 8112112 12 8 12 12 1 12. 9 12 12 12 10 12 12 1 12.12 12 12 56 1 12 12 56 12 5 12112 1121 6 12 12 12 6 12 12 12 7112 12 12 12 12112 65 1 -- 8 8 1 112 5 12 12 12 5 12 12 12 6112 12 12112112 12 80 -- 6 6 7 -- 1 7 1 121 6 12112 80 12 4 12 12 12 5 12 12 112 10 12 12 100 5 -- 5 5 61 -- 6 1 5 12112 100 11 4 12 12 121 8 12 12 220 1 I 1 1 -- 4 5 110 4 10110 1 1 101-- k 1 12 • ••• • •••• • •• • ••• ••• • • ••• • •••• • •• • • • •• •• • •• • • • • •• •• • •• • • •• 20R3 • • • ill • • •••• • • •• EDGE DISTANCE— ( ED) !INSET MOUNTI 1.43 2. •••• • • i:; EDGE DISTANCE (ED) • • • • • • • ANCHOR A. B. C, or E • • lte =ABLE 2 FC•2•SPAC•NG • • • • 1 /4- 1434 iiIWIE 5 SELF GRILLING • • • SCAM* SPACED • • • • AT 6• 0C • •• •••• • • • SPAN 2023 SPAN SITE- - 1.29 1/4- 14X3/4 GRADE 5 SDS SPACED AT 6' OC M IN !WALL MOUNTI 2NG.G.R A. 2. C. E 200 1ABLE .? 0114 2 A0 i:NG 1. 25 SPAN 2.04 1.43 1/8 -2X3 6063 -T6 ALUMINUM ANGLE ANCHOR A, B , C, or E SEE TABLE 3 FOR SPACING IQ 701 EMBED. 1. 43-- -I 0. 33 TRACK ANCHORAGE OPTIONS 1/8 -4X4 02 1/8 -3X3 6063 -T6 ALUMINUM TUBE 2023 TABLE 2 WALL MOUNT TRACK ANCHORAGE SPACING BUILT -OUT MOUNT TRACK ANCHORAGE SPACING Pd= Design load In Psf // SPAN= Slat span in inches Anchor spacing in Inches on center TRACK ANCHOR SCHEDULE NOTE: 1- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING TABLE 3 INSET MOUNT TRACK ANCHORAGE SPACING Pd= Design load in Psf // SPAN= Slat span In Inches Anchor spacing In Inches on center MANUFACTURER: STORNIWISE 13015 NW 45th AVE. OPA-LOCKA, FL 33054 TEL: (3051597 -7727 FAX.(305) 59T -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: xt.g o .Ixss. CA 8118 66971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO AOLf COM APR 2 3 nog Engineer Seal Pedro De Fgueiredo, PE 52609 DRAFT [NG. PK DBM"tiUS & r1 1 Date: 10 /15/08 Scale: NA Design by PPMF MIAMI - DADE BCCO: ktY 'Yl��'LL�C - LrI 1)ae Prequel C Drawing Number 09 -082 Sheet 4 of 15 SLAT SPAN (Inches ) 91 1 82 1 78 72 64 31 Pd A B I C E I A I B C E I A B C IE I A B C E A I B C IE A B C I E 40 8 - - 1 8 8 91 4 91 9 110 4 10 101 11 4111 11 121 5 12 12 12 11 12 12 56 6 -- i' 61 6 7 -- , 7! 7 1 7 -- 7 7 8 -- 8 8 12 7 12112 65 16 -- 1 61 6 6 -- 6 6 7 -- 7 7 1 121 6 12112 80 1 5 -- 5 5 61 -- 6 6 112 5 12112 100 1 I 5 -- 4 5 110 4 10110 220 1 1 4 -- 1 4 4 • ••• • •••• • •• • ••• ••• • • ••• • •••• • •• • • • •• •• • •• • • • • •• •• • •• • • •• 20R3 • • • ill • • •••• • • •• EDGE DISTANCE— ( ED) !INSET MOUNTI 1.43 2. •••• • • i:; EDGE DISTANCE (ED) • • • • • • • ANCHOR A. B. C, or E • • lte =ABLE 2 FC•2•SPAC•NG • • • • 1 /4- 1434 iiIWIE 5 SELF GRILLING • • • SCAM* SPACED • • • • AT 6• 0C • •• •••• • • • SPAN 2023 SPAN SITE- - 1.29 1/4- 14X3/4 GRADE 5 SDS SPACED AT 6' OC M IN !WALL MOUNTI 2NG.G.R A. 2. C. E 200 1ABLE .? 0114 2 A0 i:NG 1. 25 SPAN 2.04 1.43 1/8 -2X3 6063 -T6 ALUMINUM ANGLE ANCHOR A, B , C, or E SEE TABLE 3 FOR SPACING IQ 701 EMBED. 1. 43-- -I 0. 33 TRACK ANCHORAGE OPTIONS 1/8 -4X4 02 1/8 -3X3 6063 -T6 ALUMINUM TUBE 2023 TABLE 2 WALL MOUNT TRACK ANCHORAGE SPACING BUILT -OUT MOUNT TRACK ANCHORAGE SPACING Pd= Design load In Psf // SPAN= Slat span in inches Anchor spacing in Inches on center TRACK ANCHOR SCHEDULE NOTE: 1- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING TABLE 3 INSET MOUNT TRACK ANCHORAGE SPACING Pd= Design load in Psf // SPAN= Slat span In Inches Anchor spacing In Inches on center MANUFACTURER: STORNIWISE 13015 NW 45th AVE. OPA-LOCKA, FL 33054 TEL: (3051597 -7727 FAX.(305) 59T -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: xt.g o .Ixss. CA 8118 66971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO AOLf COM APR 2 3 nog Engineer Seal Pedro De Fgueiredo, PE 52609 DRAFT [NG. PK DBM"tiUS & r1 1 Date: 10 /15/08 Scale: NA Design by PPMF MIAMI - DADE BCCO: ktY 'Yl��'LL�C - LrI 1)ae Prequel C Drawing Number 09 -082 Sheet 4 of 15 T.YPEI DESCRIPTION i MANUFACTURER EMBEDMENTI ED I BASE MATER 1AL A 1/4' TAPCON ITW 1-3/4' 2 -1/2' 3192 psl CONCRETE E 1/4' ULTRACDN ELCO 1 -3/4' 2 -1/2' 2700 psl CONCRETE 8 1/4' TAPCON ITW 1 -1/4' 2 -1/2' CONCRETE HOLLOW BLOCK 12 1/4° ULTRACDN ELCO 1 -1/4' 2 -1/2' CONCRETE HOLLOW BLOCK C 1/4' ULTRACDN ELCO 2-1/4' 2 -1/2 °1 GF BLOCK E 1/4' TAPCON iTW 1 3/4' 1' WOOD (SG> =.55) 12 1/4' ULTRACDN ELCO 1 3/4' 1' WOOD (SG > =.55) • ••• • •••• • •••• • • ••• • • • •••• • •••• • • • • I• ANCHOR A, 3. C, or E SEE TABLE 4 FOR SPACING EDGE DISTANCE • • • • 1/8 -2X 6063-T6� • • ALUMINUM ANGLE • a•• •• 1/•4 -20 HHMS IT •NETS OR • • 1 /4 -1•rVADE SDS T 16'OC STAGGERED •• • • • • • • • • RIN • • 12X063-T6 • � • P • 00 RNUM•ANGLE-- • •• • ILLI6I • i�• ••• •• 1 \ •• 2 :R 3 1 • • • • •• • • • •• PAN ••0 04 1.43 •••• • •• •• • • • •••• • • ••• 'ABLE 4 ANGLE BUILT - OUT MOUNT TRACK ANCHORAGE SPACING Pd= Design load In Psf 11 SPAN= Slat span in inches Anchor spacing In inches on center = 0 d M1 X d /4- 14X3/4 GRADE 5 SDS OR 1/4 -20 HHMS WITH NUT SPACED AT 6' 00 TRACK ANCHORAGE OPTIONS ANGLE BUILT -OUT LIMITED TO: - MAX. SLAT SPAN: 74° MAX. DESIGNED PRESSURE: +52, -72 PSF ALTERNATE ASSEMBLY SCREWS I/4 -20 HHMS 5111H NUTS OR 1/4 -14 GRADE 5 SDS AT 16'0C STAGGERED NOTE 1- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING I/8 -2X3 6063 -T6 ALUMINUM ANGLE 1/4 -20 HHMS WITH NUTS DR 1/4 -14 GRADE 5 SDS AT I6'OC STAGGERED 2 CR 3 SPAN MEN a 00 ANCHOR A, B, C, or E SEE TABLE 4A FOR SPACING EDGE DISTANCE 1 /8 -2X 6063 -T6 ALUMINUM ----I 1. 00 Ear 0 1/4- 14X3/4 GRADE 5 SDS OR 1/4 -20 HHMS WITH NUT SPACED AT 6' OC 2. 04 L 43-• -1 TABLE 4 A ALTERNATE ANGLE BUILT -OUT MOUNT TRACK ANCHORAGE SPACING Pd= Design load In Psf /1 SPAN= Slat span in inches Ancho spacing in Inches on center MANUFACTURER: STORM11SE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL: (305) 597-7797 F.AX: 13116-1 PRODUCT: H1- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHU I I ER 839189e61g: '.Eng( 3xt CA81118 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCOQAOLCOM APR 2 2009 E.nglneer Seal Pedro De Figueiredo, PE 52509 DRAFTING P DRIFTING 8, MORE Date: 10/15/08 Scale: NA Design by: PPMF MIAMI -DADE BCCO. DI- e) (2. •za iA :r. -1-- Drawing Number 09 -082 Sheet 5 of 15 72 JLHI •or c incnes 1 64 J 31 Pd IA 1B IC E A IB C E A B C E 40 101 - -111. 12 12 4 12 12 12 9 12 12 56 7 - -I 8 9 81 - - 9 10 12 6 12 12 65 6 -- 71 8 7 -- 8 9 12 5 12 12 72 5 -- 6 7 6 -- 7 8 12 5 12 12 • ••• • •••• • •••• • • ••• • • • •••• • •••• • • • • I• ANCHOR A, 3. C, or E SEE TABLE 4 FOR SPACING EDGE DISTANCE • • • • 1/8 -2X 6063-T6� • • ALUMINUM ANGLE • a•• •• 1/•4 -20 HHMS IT •NETS OR • • 1 /4 -1•rVADE SDS T 16'OC STAGGERED •• • • • • • • • • RIN • • 12X063-T6 • � • P • 00 RNUM•ANGLE-- • •• • ILLI6I • i�• ••• •• 1 \ •• 2 :R 3 1 • • • • •• • • • •• PAN ••0 04 1.43 •••• • •• •• • • • •••• • • ••• 'ABLE 4 ANGLE BUILT - OUT MOUNT TRACK ANCHORAGE SPACING Pd= Design load In Psf 11 SPAN= Slat span in inches Anchor spacing In inches on center = 0 d M1 X d /4- 14X3/4 GRADE 5 SDS OR 1/4 -20 HHMS WITH NUT SPACED AT 6' 00 TRACK ANCHORAGE OPTIONS ANGLE BUILT -OUT LIMITED TO: - MAX. SLAT SPAN: 74° MAX. DESIGNED PRESSURE: +52, -72 PSF ALTERNATE ASSEMBLY SCREWS I/4 -20 HHMS 5111H NUTS OR 1/4 -14 GRADE 5 SDS AT 16'0C STAGGERED NOTE 1- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING I/8 -2X3 6063 -T6 ALUMINUM ANGLE 1/4 -20 HHMS WITH NUTS DR 1/4 -14 GRADE 5 SDS AT I6'OC STAGGERED 2 CR 3 SPAN MEN a 00 ANCHOR A, B, C, or E SEE TABLE 4A FOR SPACING EDGE DISTANCE 1 /8 -2X 6063 -T6 ALUMINUM ----I 1. 00 Ear 0 1/4- 14X3/4 GRADE 5 SDS OR 1/4 -20 HHMS WITH NUT SPACED AT 6' OC 2. 04 L 43-• -1 TABLE 4 A ALTERNATE ANGLE BUILT -OUT MOUNT TRACK ANCHORAGE SPACING Pd= Design load In Psf /1 SPAN= Slat span in inches Ancho spacing in Inches on center MANUFACTURER: STORM11SE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL: (305) 597-7797 F.AX: 13116-1 PRODUCT: H1- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHU I I ER 839189e61g: '.Eng( 3xt CA81118 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCOQAOLCOM APR 2 2009 E.nglneer Seal Pedro De Figueiredo, PE 52509 DRAFTING P DRIFTING 8, MORE Date: 10/15/08 Scale: NA Design by: PPMF MIAMI -DADE BCCO. DI- e) (2. •za iA :r. -1-- Drawing Number 09 -082 Sheet 5 of 15 SLAT SPAN (inches ) 72 64 31 Pd A B C IE A B IC E A B IC 1E 40 12 7 12 h 12 12 8 12 12 12 12112112 56 12 5 12 12 12 5 12 12 12 12 12112 65 12 4 12 12 12 5 12 12 12 10 12 12 72 10 -- 11112 12 4 12 12 12 9 12 12 • ••• • •••• • •••• • • ••• • • • •••• • •••• • • • • I• ANCHOR A, 3. C, or E SEE TABLE 4 FOR SPACING EDGE DISTANCE • • • • 1/8 -2X 6063-T6� • • ALUMINUM ANGLE • a•• •• 1/•4 -20 HHMS IT •NETS OR • • 1 /4 -1•rVADE SDS T 16'OC STAGGERED •• • • • • • • • • RIN • • 12X063-T6 • � • P • 00 RNUM•ANGLE-- • •• • ILLI6I • i�• ••• •• 1 \ •• 2 :R 3 1 • • • • •• • • • •• PAN ••0 04 1.43 •••• • •• •• • • • •••• • • ••• 'ABLE 4 ANGLE BUILT - OUT MOUNT TRACK ANCHORAGE SPACING Pd= Design load In Psf 11 SPAN= Slat span in inches Anchor spacing In inches on center = 0 d M1 X d /4- 14X3/4 GRADE 5 SDS OR 1/4 -20 HHMS WITH NUT SPACED AT 6' 00 TRACK ANCHORAGE OPTIONS ANGLE BUILT -OUT LIMITED TO: - MAX. SLAT SPAN: 74° MAX. DESIGNED PRESSURE: +52, -72 PSF ALTERNATE ASSEMBLY SCREWS I/4 -20 HHMS 5111H NUTS OR 1/4 -14 GRADE 5 SDS AT 16'0C STAGGERED NOTE 1- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING I/8 -2X3 6063 -T6 ALUMINUM ANGLE 1/4 -20 HHMS WITH NUTS DR 1/4 -14 GRADE 5 SDS AT I6'OC STAGGERED 2 CR 3 SPAN MEN a 00 ANCHOR A, B, C, or E SEE TABLE 4A FOR SPACING EDGE DISTANCE 1 /8 -2X 6063 -T6 ALUMINUM ----I 1. 00 Ear 0 1/4- 14X3/4 GRADE 5 SDS OR 1/4 -20 HHMS WITH NUT SPACED AT 6' OC 2. 04 L 43-• -1 TABLE 4 A ALTERNATE ANGLE BUILT -OUT MOUNT TRACK ANCHORAGE SPACING Pd= Design load In Psf /1 SPAN= Slat span in inches Ancho spacing in Inches on center MANUFACTURER: STORM11SE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL: (305) 597-7797 F.AX: 13116-1 PRODUCT: H1- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHU I I ER 839189e61g: '.Eng( 3xt CA81118 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCOQAOLCOM APR 2 2009 E.nglneer Seal Pedro De Figueiredo, PE 52509 DRAFTING P DRIFTING 8, MORE Date: 10/15/08 Scale: NA Design by: PPMF MIAMI -DADE BCCO. DI- e) (2. •za iA :r. -1-- Drawing Number 09 -082 Sheet 5 of 15 SLAT Span STORM BAR HEIGHT 72 84 96 108 120 31 203 147 112 86 1 70 64 98 71 54 42 34 72 80 63 48 37 1 30 78 1 65 59 44 34 -- 82 1 56 56 42 33 -- 91 140 40 37 -- -- SLAT STORM BAR HEIGHT Span 36 48 60 72 84 31 215 121 77 54 35 64 100 59 37 -- 1 -- 72 80 52 33 -- 1 -- 78 65 48 30 1 -- 1 -- 82 56 46 -- -- 1 -- 91 40 40 -- -- 1 -- SLAT Span STORM BAR HEIGHT 72 84 96 108 120 31 1145 105 80 63 46 64 70 1 51 38 30 i -- 72 62 45 34 -- -- 78 57 42 32 -- -- 82 55 40 30 1 -- -- 91 40 35 -- -- -- SLAT STORM BAR HEIGHT Span 36 48 60 72 84 31 189 106 68 1 47 31 64 9I 52 33 -- -- 72 80 46 -- -- -- 78 65 42 -- . -- -- 82 56 40 -- -- 40 91 1 40 36 1 -- I -- -- SLAT Span STORM BAR HEIGHT 72 84 96 108 120 31 178 130 98 76 62 64 1 86 63 47 37 30 72 77 55 42 33 -- 78 1 65 521 38 30 -- 82 56 1 49 37 I -- -- 91 40 40 33 -- -- !SLAT Span S31000•BAR HEI1 _7.•ii. 96 108 120 31 1 2.7 93 70 55 41 64 62 45 34 -- -- 72 55 40 30 -- -- 78 51 37 -- -- -- 82 48 35 -- -- -- 91 40 31 -- -- -- MANUFACTURER: STORMW1SE 13015 NW 45th AVE OPA- LOCKA, FL 33064 TEL:13051507 -7707 FAX: ;C8 597 -778.5 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHU 1 1 HR Engineering: ErrgW.0 CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO@AOLCOM Engineer Seal Pella De Figueireda, PE 52609 DRAFTING, PK DRAFTING & MORE Date: 10 /16/08 Scale: NA Design by PPMF MIAMI -DADE BCCD. Drawing Number 09 -082 Sheet 6 of 15 • 1• • •• • • • •••• STORM BARS SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Psf) x5 S TERM BAR - 2 SPANS • • • 2x3 STORR1i•;! • •• • • - 2 SPANS •• 2x3 STORM BAR - 3+ SPANS •� • • • • I e t LAT ;414P,� HEIGH• • Span 45. 60 •72 84• 96 • • • i 31 189 421 84 61 •I • 64 91 59 40 30 -- 1 72 P0• V2• 36 -- b s- • • •••• • 78 r 48 • 33 -- • --• • • 82 56 46 31 - .• •••• 91 401 .40 428 • • • • • •• • • • • • • • •• 2x4 STTI like- 2 SPANS •• 2x4 STORM BAR - 3+ SPANS • • 2x5 STORM BAR - 2 SPANS • -- Oii• • • •••• 2x2 STURiN dAR - 3- SEAN'S SLAT Span 31 64 72 STORM BAR HEIGHT 48 60 72 84 96 215 1137 95 100 1 66 45 80 1 59 41 78 I 65 1 55 37 70 53 34 -- 30 82 1 56 52 1 35 1 -- 91 40 401 32 -- 2x5 STORM BAR - 3+ SPANS CONNECTION 2 /�ON SHEET 7 maunta m,#'w 2�u J 11111W,ii:Ulfflflt bra STORM BAR NOTES 1- ALL STORM BAR SHAPES TO BE 6063 -T6 ALUMINUM. 2- TABLES MUST WORK IN CONJUNCTION WITH MAXIMUM ALLOWABLE SLAT SPAN TABLES ON SHEET 3. 3- THESE TABLES ARE LIMITED BY THE SHAPES AND ANCHORAGE USED. Span Span Span STORM BARS MOUNTING OPTIONS / /-oUTSIDE HEADER ON SHEET 9 TA Span CONNECTION 5 ON SHEET 9 CONNECTION 5 ON SHEET 9 CONNECTION 3 ON SHEET 8 Span CONNECTION 5 ON SHEET 9 CONNECTION 5 ON SHEET 9 CONNECTI 6 ON SHEET 9 Span Span INSIDE HEADER OUTSIDE HEADER CONNECTION 4 ON SHEET 9 CONNECTION 4 CONNECTION 1 ON SHEET 9 ON SHEET 7 DH - DOOR HEIGHT SBH - STORM BAR HEIGHT TA - STORM BAR TRIBUTARY AREA TYPE DESCRIPTION 1 MANUFACTURER EMBEDMENT ED BASE MATERIAL A I I /4' TAPCON 1714 1 -3/4' 1 2 -1/2' 3192 osi CONCRETE B 1/4' TAPCON ITW 1 -1/4' 2 -1/2' CONCRETE HOLLOW BLOCK D 1/4 -20 CALKIN POWERS 7/8' 3' 3000 psi CONCRETE E 1/4' TAPCON ITW 1 -3/4' I' WOOD (SG > =. 55) 1/4' ULTRACON ELCO 1 -3/4' 1' WOOD (SG)=. 55) 1 2 3/8' WEDGE BOLTS POWERS 1 2 -1/2' 4' 3000 psi CONCRETE • • • •••r• • • • • • • • • • • TYPICAL FOR 2X2 STORM BAR 2X3 STORM BAR 2X4 STORM BAR CONNECTION 1 EXTERNAL STORM BARS ANCHORAGE WALL MOUNTED TO ALUMINUM TL180 • • 2X5 STORM . BAR • • • • • • • ° o • • • •• •• TifPICA. F OR • • • • o° 1•• • ••• OPTIONAL CONNECTION FOR 2X5 STORM BAR • • • • • •• •• • • Il In�illrr'+ 1 l!(bl ° " ' 3 1\ 2110.41 v rIr CONNECTION 5 lr1 n II �l �t rauma. 2. 00 15110111110 ll V /CONNECTION 5 2 PER EA CLIP LEG 1/4- 14X3/4' SELF DRILLING SCREW 6 TOTAL 1/4- 14X3/4' SELF DRILLING SCREW 0. 50 to `6 TOTAL 1/4- 14X3/4' SELF DRILLING SCREW 2X2, 2X3, 2X4, 2X5 INSIDE STORM BARS (0) 2 ANCHOR TYPE A, B, E, F PER CONNECTION CONNECTION 6 ON SHEET 9 STORM BARS ANCHOR SCHEDULE CONNECTION 1 ON SHEET 7 CONNECTION 5 CONNECTION2 INTERNAL STORM BARS ANCHORAGE TO WALL 1/8 -2X2 6063 -T6 ALUMINUM CLIP < m) 2 ANCHORS CHORS 7 E. PER CCNNECTIUN , CONNECTION 5 I 2', 3' 4 ', 5" (') CONDmON IS ONLY APPLICABLE FOR POSmVE LOAD ON INSIDE STORM BARS LOAD TRANFERED BY BEARING TO SUPPORTING STRUCTURE NOTE. 1- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING e 111111l1l1i11111f1llhI 1 =10 2', 3', 4', 5' 2 °, 3' BUILT - OUT 4 °, 5' STORM BAR CONNECTION 5 ON SHEET 9 1/8 -2x2 6063 -T6 ALUMINUM ANGLE /-2X2, 2X3, 2X4, 2X5 INSIDE STORM BARS MANUFACTURER STORMW1SE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL: (305) 597 -7797 FAX: 1305) 597 -'735 PRODUCT: H1- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: 'I.EYt.' aI 17 :Bur_ CA 8118 6871 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO@AOL.COM Engineer seal Pedro De Figualredo, PE 52608 DRAFTING. Pit D1 ii nG a MORE Date: 10/15/08 Scale: NA Design by PPMF MIAMI -DADE BCCD. Sheet 7 of 15 x4110 Control Drawing Number 09 -082 BAR SLAT Span STORM BAR HEIGHT SLAT Span STORM BAR HEIGHT 72 84 1 96 1108 120 72 84 96 1108 120 2 X 5 31 126 108 951 84 76 31 115 98 86 76 69 64 611'521 46 40 361 64 , 55 47 41 37 33 72 541 46 401 36 321 72 49 42 37 33 -- 78 50 43 371 33 301 78 45 39 34 30 -- 82 47 41 351 31 -- 82 43 37 32 -- -- 91 40 1 37 32 1 -- - -1 91 39 33 91 1 - -- BAR SLAT Span STORM BAR HEIGHT SLAT Span STORM BAR HEIGHT 72 84 1 96 108 1120 72 1 84 96 108 120 2 X 72 4 31 118 101 89 79 71 31 108 1 92 1 81 1 72 64 64 57 49 43 38 341 64 521 441 39 34 31 -- 51 43 38 34 1 30 72 46 39I 34 31 —_ 78 47 40 35 31 -- 78 42 36 1 32 1 -- 40 82 44 38 33 -- -- 82 40 351 30 -- -- 91 1 40 34 30 -- -- 91 1 36 311 -- -- -- BAR SLAT Span STORM BAR HEIGHT SLAT Span STORM BAR HEIGHT 48 60 72 84 96 481 60 72 84 96 2 X 3 31 106 84 70 60 53 31 115 92 76 65 57 64 51 41 34 -- -- 64 1 55 44 37 31 -- 72 45 361 30 -- 41 72 1 491 39 33 -- -- 78 42 331 -- -- - -1 78 45 36 30 -- -- 82 40 32 1 -- -- - -I 82 1 43 34 -- -- -- 91 36 -- -- -- -- 91 139 31 -- -- -- • •••• • •••• • •• • ••• ••• • • ••• • ••. • • • • • • CONNECTION 5 • •• •• • •• • •• CONNECTION 5 w_� �� .a tats► •• F • • h di • • • • I 4 ��••« it ay • i' l 1 I11Rt • 1 MM. ••• CONNECTION 5- • • • TYPICAL °A' OR 'II" ANCHORS TYPICAL 'A' OR 'II' ANCHORS plum. .1WIJAWMA 11111M 1. II Boom X11 i 4 I 1iB186t1 BAUIIigIl �2. 00 — 2. — -I 2X2 STORM BARS CONNECTION 5 2X3 STORM BARS CONNECTION 5 2X4 STORM BARS CONNECTION 5 2X5 STORM BARS TYPICAL 'G' ANCHORS CONNECTION 5 TYPICAL 'G' ANCHORS TYPICAL 'G' ANCHORS MANUFACTURER: STORMW1SE 13015 NW 45th AVE. OPA- LOCXA, FL 33054 TEL' (305)597-7797 FAX: (205) 597-77.95' PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHU 1 1 ER Engineering: Ertl (a 0 ;i CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO AOL.COM 3 2009 Engineer Seel Pedro De Fgueuedo, PE 52609 DRAFTING PH NWT= &MHE Date: 10/15/08 Scale: NA Design by PPMF MIAMI -DADE BCCO, Drawing Number 09-082 Sheet 8 of 1 5 I -2. DO CONNECTION 3 STORM BARS ANCHORAGE FLOOR/CEILING MOUNTED TO CONCRETE TYPE 'G° ANCHORS APPLICABLE FOR ALL CASES DESIGNED NOT TO EXCEED MAXIMUM STERN _A.2 742IGNED 1 ^_AD ON EPEE 5. TYPICAL 2. 00 °G° ANCHORS MAXIMUM ALLOWABLE DESIGN PRESSURE (PSF) TYPE 'A'.ANCHORS TYPE 'D' ANCHORS BAR SLAT Scan STORM BAR HEIGHT SLAT STORM BAR HEIGHT 36 48 60 72 841 Span 36 48 60 72 84 2 . X 2 31 105 791 631 52 45 31 961 72 57 48 41 64 51 381 301 -- -- 64 46 34 - 72 45 34 -- 72 41 31 - -- 78 42 31 - -- - 78 38 -- -- -- 82 39 -- -- -- -- 82 36 -- -- -- -- 91 36 -- -- -- -- 91 32 -- -- -- -- • •••• • •••• • •• • ••• ••• • • ••• • ••. • • • • • • CONNECTION 5 • •• •• • •• • •• CONNECTION 5 w_� �� .a tats► •• F • • h di • • • • I 4 ��••« it ay • i' l 1 I11Rt • 1 MM. ••• CONNECTION 5- • • • TYPICAL °A' OR 'II" ANCHORS TYPICAL 'A' OR 'II' ANCHORS plum. .1WIJAWMA 11111M 1. II Boom X11 i 4 I 1iB186t1 BAUIIigIl �2. 00 — 2. — -I 2X2 STORM BARS CONNECTION 5 2X3 STORM BARS CONNECTION 5 2X4 STORM BARS CONNECTION 5 2X5 STORM BARS TYPICAL 'G' ANCHORS CONNECTION 5 TYPICAL 'G' ANCHORS TYPICAL 'G' ANCHORS MANUFACTURER: STORMW1SE 13015 NW 45th AVE. OPA- LOCXA, FL 33054 TEL' (305)597-7797 FAX: (205) 597-77.95' PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHU 1 1 ER Engineering: Ertl (a 0 ;i CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO AOL.COM 3 2009 Engineer Seel Pedro De Fgueuedo, PE 52609 DRAFTING PH NWT= &MHE Date: 10/15/08 Scale: NA Design by PPMF MIAMI -DADE BCCO, Drawing Number 09-082 Sheet 8 of 1 5 I -2. DO CONNECTION 3 STORM BARS ANCHORAGE FLOOR/CEILING MOUNTED TO CONCRETE TYPE 'G° ANCHORS APPLICABLE FOR ALL CASES DESIGNED NOT TO EXCEED MAXIMUM STERN _A.2 742IGNED 1 ^_AD ON EPEE 5. TYPICAL 2. 00 °G° ANCHORS o dr• v • teVi 41 .:• •• • • • • • • •• • • •••• ••• • • •••• 2 STORM BARS ANCHOR TYPE A I B I E I G 2x2 2 i 5 I 2 I 1 2x3 3 7 3 12 2x4 1 3 1 7 I 3 I 2 I 2x5 3 1 9 1 3 1 2 1LLING SCREWS 2.00 --{ UUNNLLI1 00 'b D JJ -----_,, `�. 0 E F' 'T -----00' t — J I %M OM a.AW8u ... • ••• • •••■ • • • •••• ••• • • • • •••• • • • •••• 0 •• •• • •• • •• •• •• r • <6) 1/4' -14X1 I GRADE 5 SELF DRILLING SCREWS GRADE 5 SELF DRILLING SCREWS \ f 2.00 • ••!P!) ' -14X1 • ��11ZlE 1/4 S S F •• • BIL LING 4RF • • CONNECTION 5 0 •• ••• 1 1----a 00- /- • • •• 2X3 16TONM 0 85 ACCEPSPPBOA FOR ALL•CASji MUST ii4T ST�EIRN BAf DESIGNED LOAD • • • • CONNECTION 5 2X5 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD CONNECTION 4 STORM BARS ANCHORAGE FLOOR/CEILING TO BUILT -OUT TUBE OR HEADER I l) lf1111L► 1. 00 16) 1/4° -14X1 GRADE 5 SELF DR /-- iT,INEIT .131, 5 0 • 2X2 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD 2X4 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD ON 5 CONNECTION MINIMUM NUMBER OF ANCHORS TO SECURE BUfLT -OUT TO WALL ANCHOR TYPE A B E G S 1 3.0 1 3. 0 ED 12.52.5 3. 0 1. 0 3. 0 3. 0 S - ANCHOR SPACING ED - EDGE DISTNCE QUANTITY OF ANCHORS FROM TABLE ARE TO BE EQUALLY DIVIDED FROM CENTER LINE OF STORM BAR CONNECTION 5 CLIP ANCHORED TO STORM BAR 2" CONNECTION 6 CONNECTION 6 BUILT -OUT WALL ANCHORAGE -40110111 11 ilxl1Mn BUILT -OUT 1/8 -2X2 6063 -T6 ALUMINUM ANGLE CUT TO MATCH STORM BAR 2 PER CLIP LEG 1/4- 14X374' GRADE 5 SELF DRILLING SCREWS CONNECTION 5 CONNECTION 4 2', 3' CONNECTION 1 STORM BAR STORM BAR BUILT -OUT T MANUFACTURER: STORMW{SE 13015 NW 45t1 AVE. OPA- LOCKA, FL 33054 . r / - G'_QE'f 5 FAX: (3O5)597 -7795 PRODUCT: H1- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: En.gTr ttr. CA 8116 8971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO@AOL.COM Engineer Seal Pedro De Flgueiredo, PE 52609 DRAFTING PG DENTING a MORE E Date: 10 /15/08 Scale: NA Design by PPMF MIAMI -JADE BCCO. . �n D arin p g D /2/.Ze Drawing Number 09 -082 Sheet 9 of 15 00 --I 00 '0 0_u �� I - -.-2. (\dl\ID55.1 M SWIMS.. S.. 011aus0 I t I n • ••• • •••■ • • • •••• ••• • • • • •••• • • • •••• 0 •• •• • •• • •• •• •• r • <6) 1/4' -14X1 I GRADE 5 SELF DRILLING SCREWS GRADE 5 SELF DRILLING SCREWS \ f 2.00 • ••!P!) ' -14X1 • ��11ZlE 1/4 S S F •• • BIL LING 4RF • • CONNECTION 5 0 •• ••• 1 1----a 00- /- • • •• 2X3 16TONM 0 85 ACCEPSPPBOA FOR ALL•CASji MUST ii4T ST�EIRN BAf DESIGNED LOAD • • • • CONNECTION 5 2X5 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD CONNECTION 4 STORM BARS ANCHORAGE FLOOR/CEILING TO BUILT -OUT TUBE OR HEADER I l) lf1111L► 1. 00 16) 1/4° -14X1 GRADE 5 SELF DR /-- iT,INEIT .131, 5 0 • 2X2 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD 2X4 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD ON 5 CONNECTION MINIMUM NUMBER OF ANCHORS TO SECURE BUfLT -OUT TO WALL ANCHOR TYPE A B E G S 1 3.0 1 3. 0 ED 12.52.5 3. 0 1. 0 3. 0 3. 0 S - ANCHOR SPACING ED - EDGE DISTNCE QUANTITY OF ANCHORS FROM TABLE ARE TO BE EQUALLY DIVIDED FROM CENTER LINE OF STORM BAR CONNECTION 5 CLIP ANCHORED TO STORM BAR 2" CONNECTION 6 CONNECTION 6 BUILT -OUT WALL ANCHORAGE -40110111 11 ilxl1Mn BUILT -OUT 1/8 -2X2 6063 -T6 ALUMINUM ANGLE CUT TO MATCH STORM BAR 2 PER CLIP LEG 1/4- 14X374' GRADE 5 SELF DRILLING SCREWS CONNECTION 5 CONNECTION 4 2', 3' CONNECTION 1 STORM BAR STORM BAR BUILT -OUT T MANUFACTURER: STORMW{SE 13015 NW 45t1 AVE. OPA- LOCKA, FL 33054 . r / - G'_QE'f 5 FAX: (3O5)597 -7795 PRODUCT: H1- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: En.gTr ttr. CA 8116 8971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO@AOL.COM Engineer Seal Pedro De Flgueiredo, PE 52609 DRAFTING PG DENTING a MORE E Date: 10 /15/08 Scale: NA Design by PPMF MIAMI -JADE BCCO. . �n D arin p g D /2/.Ze Drawing Number 09 -082 Sheet 9 of 15 SLAT TT STORM BAR HEIGHT SLAT TT STORM BAR HEIGHT 60 72 84 96 108 120 60 721 84 96 108 120 72 170 166 143 125 11! 100 96 128 106 91 80 71 64 84 150 143 122 1071 95 85 108 113 94 81 71 63 56 96 138 115 98 86 76 69 120 1021 85 73 641 56 51 108 1091 90 77 ' 68 60 54 144 78 65 56 491 43 39 120 88 73 63 55 49 44 156 1 66 55 47 411 37 33 144 61 51 43 38 34 311 180 50 41 35, 31 -- -- SLAT TT STORM BAR HEIGHT SLAT TT STORM BAR HEIGHT 36 48 60 72 84 96 36 48 60 72 84 96 60 209 156 125 104 89 78 84 136 102 81 68 58 51 72 145 108 87 72 62 54 96 I04 78 62 52 44 39 84 106 80 64 53 1 45 40 108 82 61 49 1 41 1 35 30 96 81 61 49 40 r35 30 120 66 50 40 33 I -- -- 108 64 48 38 32 -- -- 144 41 31I -- -- -- -- 120 52 39 31 -- -- -- 156 30 -- -- I -- -- -- SLAT $!I! BAR HEIGHT SLAT TT STORM BAR HEIGHT TT in 60 72 rairlEnt108 48 60 72 84 96 108 .ri magiEm ma, 105 84 155 124 103 88 77 69 MICEMEM_EM 84 jlia 73 91 81 669 mg 54 96 119 95 79 68 59 52 108 94 1 75 62 53 47 41 96 93 kM1Wildi 41 120 1 761 60 50 43 38 33 108 •74? IEMM911W9 32 144 52 42 35 30 -- -- ��MM�[ - 156 45 36 30 -- -- -- SLAT TT BAR HENEHT i SLAT TT STORM BAR HEIGHT •AON•72 84 96 108 120 601 72 84 96 108 120 72 170 154 132 115 102 92 96 128 106 91 80 71 64 84 135 113 97 84 75 67 108 105 87 75 65 58 52 96 104 86 74 65 571 52 120 85 70 60 53 47 42 108 82 68 58 51 45j 41 144 59 49 42 36 32 -- 120 66 551 47 41 36 33 156 50 41 35 31 -- -- 144 46 38 33 -- -- -- 180 36 30 -- -- -- -- TYPE I DESCRIPTION MANUFACTURER EMBEDMENT £D BASE MATERIAL A 11/4' TAPCON ITV 1 3/4' 2 1/2' 3192 psi CONCRETE B 1 1/4' TAPCON 1TW 1 1/4' 2 1/2' HOLLOW BLOCK C 1 1/4' ULTRACON ELCO 2-1/4' 2 -1/2' GF BLOCK E 1 1/4' TAPCON ITV 1 3/4' 1' PT WOOD (SG> =. 55) G 13/8' WEDGE BOLTS POWERS 2 1 /2' 3' 3000 psi CONCRETE • • • • • • • • •••• • •••• • • • HEADER SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Pst) MAXIMUM DESIGN PRESSURE FOR 2X3 HEADER 2 SPANS •••• • • MAXIMIAI•➢EOGN PRE•CSUI • FOR 2X4 HEADER - a SPANS • r• • • • • MAX 40* DESBIGN PRLSURE FOR 21I9,aBADER - a SPaaS MAXIMUM DESIGN PRESSURE FOR 2X6 HEADER - 2 SPANS MAXIMUM DESIGN PRESSURE FOR 2X3 HEADER - 3+ SPANS MAXIMUM DESIGN PRESSURE FOR 2X4 HEADER - 3+ SPANS MAXIMUM DESIGN PRESSURE FOR 2X5 HEADER - 3+ SPANS MAXIMUM DESIGN PRESSURE FOR 2X6 HEADER - 3+ SPANS CONNECTION 7 MINIMUM NUMBER OF ANCHORS TO SECURE BUILT -OUT TO WALL AT HEADER CONNECTION ANCHOR TYPE 1 A 1 B C E 81 n 2 S 13. ED 12. 5 5 2 2 3.0 4.0 2. 5 2. 5 1. 0 3. 0 n - MINIMUM NUMBER OF ANCHORS S - ANCHOR SPACING ED - EDGE DISTNCE HEADER ANCHORAGE SAM J HEADER ANCHOR SCH ED - EDGE DISTANCE SAME AS] CONNECTION 5 3+ SPAN HEADER Span Span Span HEADER MOUNT '^'1 °--- - 1 2 SPAN HEADER Span Span (3 PER CLIP LEG) 1/4 -14X1 GRADE 5 SELF DRILLING SCREWS 1/8° 2X ALUM. 8830 BUILT -OUT OR 1/8' 2X MULLION AS PER SHEETS 10 THROUGH 14 INSIDE HEADER "-HEADER HEADER ANCHORAGE ACCESS HOLE W/ PLUG 1/4 -2X2 6063-T6 ALUM. CLIP (2 PER CLIP) 1/4- 14X3/4' GRADE 5 SELF DRILLING SCREWS (3 PER END) 1/4 -14x2° GRADE 5 SELF DRILLING SCREWS TT - TRACK TO TRACK SH - SHUTTER HEIGHT SBH - STORM BAR HEIGHT MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCI<A, FL 33054 TEL: (3C5) 597-7797 FAX: ,835) 7-7T5 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: Eng nr. CA 8118 8971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO@AOL.COM DRAFTING Engineer Seal Pedro De Figueireda, PE 52809 RI DRAFTING & MORE Date: 10/15/08 Scale: NA Design by: PPMF MIAMI - DADE BCCD ��,�- '/2-/..7,3 � Drawing Number 09 -082 Sheet 10 of 15 SLAj••• MULL461 jiEIGHT � 7: $i 96 108 120 . �• SPAN • t17 31 220 156 123 98 66 46 34 64 • 100 76 5, Ca C2 -- -- 7 ' , 11331111NIRrAFIC111111111111111E d 78• • 65 I 62 49 - 42 82 e•tetl 56 481 30 -- t -- -- 91 •toe% 40 411.S3 I - I -- -- SLAT MULLION HEIGHT SPAN 108 120 1321144 156 1168 1180 31 220 190 143 110 86 169 56 64 100 92 69 53 42 34 -- 72 80 80 61 471 37 30 -- 78 1 65 65 57 44 34 -- -- 82 56 56 54 42 33 -- -- 91 40 401 40,_ 37 -- -- -- SLAT MULLION HEIGHT , 84 96 108 1 120 132 144 156 SPAN 31 2201220 164 119 90 69 54 64 100 100 79 58 43 33 -- 72 80 80 70 51 39 30 -- 78 65 65 65 47 36 -- -- 82 56 56 56 45 34 -- -- 91 40 40 40 40 31 -- -- SLAT MULLION HEIGHT 48 60 64 68 72 76 84 SPAN 31 197 101 83 69 58 50 37 64 95 49 40 34 -- -- -- 72 80 43 36 30 -- -- -- 78 65 40 33 -- -- -- -- 82 56 38 31 -- -- -- 91 _4Q 34 -- -- - -.1 -- -- • • • • • ••••Il • • • • • • •• •• •• •• • • • • •••• (4 • • • •• • • LOADS AXE LIM!T8E BY THE SLAT SPAN TABLE ON SHEET 2 •••• • •• • • • • • • • • • • 2x MULL! [ON • • • • •• 2x5 MULLION LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 ENO MULLION 2x4 MULL 2x6 MULLION LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 MULLION SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Psf) CASE 1: SINGLE SPAN SHU: a ".'D.ri:L L;; =SPAN 5i- L'TTE?.5 WITH HEADER ANCHORED TO WALL INTERMEDIATE KILL ION SLAT SPAN 31 64 72 1 80 78 1 65 MULLION HEIGHT 72 84 961108 120 132 144 220 100 199 134 1 94 1 68 51 97 65 45 133 I -- 80 57 40 I -- 40 1 65 1 53 37 1 -- -- 82 1 56 56 1 501 35 I -- 1 -- -- 91 t 40 40 40 32 -- 2 OR 3 SEE CONNECTION 10 AND CONNECTION 11 ON SHEET 14 HOUSING , �/ HOUSING HEADER ON MULTIPLE SPAN AGE SHUTTERS HEADER ANCHOR SEE SHEET 10 MULLION \--SINGLE SPAN SHUTTERS MULLION AND CONNECTION 9 SEE CONNECTION 8 SEE CONNECTION AND CONNECTION ON SHEET 14 4 ON SHEET 13 SHAPE& 1/8 -2X2 6063 -T6 1/8 -2X3 6063 -T6 1/8 -2X4 6063 -T6 I/8 -2X5 6063 -76 I/8 -2X6 6063 -76 SEE CONNECTION 8 AND CONNECTION 9 ON SHEET 13 1/4 -14 GRADE 5 SDS AT 6'0C I/8 -1X1 6063-T6 ALUMINUM ANGLE 2 OR 3 I/4- 14X3 /4 GRADE 5 SDS SPACED A7 6' OC MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL: (3051E97-7797 FAX: (305) 55 -r i yb PRODUCT: HI-ROLLER 50 EXTRUDED ALUNIINUNI ROLL -UP SHUTTER Engineering: 1�az 013 CA 8118 6971 W. Sunrise Blvd. 104 Plantation, R. 33313 ENGCO@AOL.COM Engineer Seal Pedro De Figueiredo, PE 52609 DRAFTING PR HMN & MORE Date: 10/15/08 Scale: NA Design by: PPMF MIAMI -DADE BCCO, Dp -972 .z ;.:rc C'ontroI Drawing Number 09 -082 Sheet 11 of 15 SLAT MULLION HEIGHT MULLION HEIGHT 481 60 721 84 96 108 120 SPAN 31 165 132 110 94 83 73 66 64 80 641 53 46 40 36 32 72 I 71 571 47 41 136 I 32 . 78 165 44 53 44 38 33 1 42 82 156 38 50 42 36 31 I 40 91 40 401 38 321 I 32 SLAT MULLION HEIGHT 48 60 72 84 96 108 120 SPAN 31 1165 132 110 94 83 73 166 64 1 BO 64 53 46 40 36 32 72 71 57 47 41 36 32 78 65 53 44 38 133 531 44 82 56 50 42 36 31 38 31 91 40 40 38 32 34 401 40 • SLAT • MULM SPAN 48 60 ®allril 96 108 liAINLEM132 165 132 1U81 c 67 48 1 35 1 MOP 'I 64 -8 39 33 34 )♦ 72 71 571 47 41 36 30 78• •05 53 531 44 - 33 45 38 50 38 31 42 36 91 • 0 40 34 401 40 38 32 SLAT MULLION HEIGHT SPAN 48 601 72 84 96 108 120 31 165 132 110 94 183 69 1 54 64 80 64 53 46 1 40 34 72 72 71 571 47 41 36 30 1 78 65 531 44 38 33 45 38 82 56 501 42 36 31 34 ' 91 401 40 38 32 SLAT MULLION HEIGHT 36 421 48 54 60 166 72 SPAN 31 144 118 99 77 59 47 37 64 1 70 57 481 37 72 1 621 51 431 33 78 1 57 47 39 31 82 •••SQ 45 38 91• 49. 40 34 ' • • • • • • •• • • • 2x2 MULLION • • •••• � ••• • : LOADS ARE LIMITED BY TM: S(,A TABLE ON SHEET 3 • • • •••• I• • • • • • • • • • • •• •• • • • • • 2x3'itt1 4_ ION ••••• 2x5 MULLION • • •• • • END MULL 2x4 MULLION LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 2x6 MULLION LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 MULLION SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Psf) CASE 2 MULTIPLE SPAN SHUTTERS WITH HEADER ANCHORED TO MULLION INTERNED I MULLION 2 OR 3 SEE CONNECTION 8 AND CONNECTION 9 ON SHEET 13 MULLION HOUSING HEADER ON MULTIPLE SPAN SHUTTERS SEE CONNECTION 10 AND CONNECTION 11 ON SHEET 14 SEE CONNECTION 10 AND CONNECTION 11 ON SHEET 14 HEADER ON MULTIPLE SPAN SHUTTERS MULLION SEE CONNECTION 8 -AND CONNECTION 9 ON SHEET 13 SHAPES: 1/8 -2X2 6063 -T6 1/B -2X3 6063 -T6 1/8 -2X4 6063 -16 1/8 -2X5 6063 -T6 1/8 -2X6 6063 -16 1/4 -14 GRADE 5 SDS AT 6'0C 1/8 -1X1 6063 -T6 ALUMINUM ANGLE 2 OR 3 \--1/4- 14X3/4 GRADE 5 SDS SPACED AT 6' OC HOUSING MANUFACTURER: S T ORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL: (305) 507 - 7797 FAX: i:.35; 557 -7-G5 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: .7EngQiT .I1IWL`. CA 8118 6971 W. Sunrise Bind. 104 Plantation, Fl. 33313 ENGCO ate ACL.COM Engineer Seal Pedro De Hguelredo, PE 62609 DRAFTING. �A DRAFTING & 16INE Date :10 /15108 Scale: NA Design by PPMF MIAMI -DADE BCCO. Drawing Number 09 -082 Sheet 12of15 TYPE DESCRIPTION I MANUFACTURER I EMBEDMENT ED BASE MATERIAL C1 5/16' TAPCON 1 ITW I 2 I/4' 13 1 /8' 2899 psi CONCRETE G i 3/8' WEDGE BOLTSI POWERS I 2 1/2' I 4' 3000 psi CONCRETE NOTES, I- CD - EDGE DISTANCE 2- EMBEDMENT DIMENSION ARE TAKEN BEYOND THE WALL DRESSING • •• • • ••• • • • •••• ••• • • • •• • • ••• • • • CONNECTION 8 MULLION BARS ANCHORAGE FLOOR/CEILING MOUNTED TO CONCRETE MANUFACTURER: STORMWSE 13015 NW 45th AVE. OPA- LOCK(+„ PL 33054 • • •• 4• • • • • •• • •• •• 2X2, 2X3, 2X4 2X5, 2X6 MULL i+ 'xur arunr,ri hi Clki 1=4: • • • • •• • •• • • CONNECTION 9 •• •• • • • • • • • Ct1jNE =T I ON y.._• qZn: • • •• • •• • • •••• •••• • o • : .:PER CONNECTION) ANCHOR TYPE (2X2) G AND C1 • •• • •• <2X3) G ONLY • fflnnrs +�� 77 IMAI= <2 PER CONNECTION)- ANCHOR TYPE C1 CONNECTION 9 CLIP ANCHORED TO MULLION BAR CUT TO FIT INSIDE MULLION <2 PER CONNECTION) ANCHOR TYPE G AND 01 2X3 MULL 1/8 -2X4 6063 -T6 ALUMINUM CLIP 1/8 -2X 6063 -T6 ALUMINUM ANGLE CUT TO FIT INSIDE MULLION CONNECTION 9 1/4- 14X3/4' GRADE 5 SELF DRILLING SCREWS <3) PER CLIP LEG MULLIONS 2X2, 2X3, 2X4, 2X5, 2X6 r- CONNECT =3N 9 2X2 MULL 2X3 MULL . 11__ IIW!i : err r II. r' Ai' .r"r imor "T'I 1/8 -2X2 6063 -T6 ALUMINUM CLIP CONNECTION 8 APPLICABLE ONLY FOR ANCHORS G AND Cl ANCHOR SCHEDUL CONNECTION 9-\ <8 PER CONNECTION) ANCHOR TYPE CI <4 PER CONNECTION) ANCHOR TYPE G 1/8 -2X2 6063 -T6J ALUMINUM CLIP 2X4, 2X5, 2X6 MULL 2. 25 1/8 -2X4 6063 -T6 ALUMINUM CLIP `..3C5 597 FAX (305) 597 -7795 PRODUCT: H!- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: EIT ig D CA 6'116 6971 W. Sunrise 81vd. 104 Plantation, FL 33313 ENGCOat A0)...COM APR 12 3 2O1J Engineer Seal Pedro De Flgueireda, PE 52609 DRAFTING PK DRIFTING a inn Data 10/15/08 Scale: NA Design by PPMF 14(8141-9805 BCCO • Drawing Number 09 -082 Sheet 13 of 15 TYPE 1 DESCRIPTION MANUFACTURER EMBEDMENTI ED BASE MATERIAL A 1 1/4' TAPCON I IT9 1 3/4' 12 1/2' 3192 psi CONCRETE B 1 1/4' TAPCON I ITW 1 1/4' 2 1/2' HOLLOW BLOCK C1 15/16' TAPCON 179 2 1/4' 3 1/8' 1 2899 psi CONCRETE C2 5/16' TAPCON ITW I 2 1/4' 4° GF BLOCK E 1 1/4' TAPCON I79 1 I 3/4' 1° PT 9OO13 (SG> =.55> G 13/8' WEDGE BOLTS POWERS 2 1/2' 4' , 3000 psi CONCRETE MULLION TYPE TYPE OF ANCHORS A 2 31/02/0 E 2x2 11. 2 11. 4 11. 1 11. 2 2x3 111.2 11.5 11.2 111.2 2x4 1 11.2 1 11. 5 11. 2 11. 2 2x5 111. 3 - - -- 1 1. 2 1 1, 3 2X6 11. 3 - - -- 11, 2 11, 3 MULL In •• OF ANCHORS = YPE TYPE A • B • 1/C /G E 2x2 111111MINIWN1IIIINI 0 2x3 11. 7 11. 10 11. 11. 7 2x4 rr,' 11. 1 •1 104, 11.7 2x5• irtI�r 1 ' 11. 2X6 11. 8 - - -- 1. 11. 8 ANCHOR TYFfic • • A/B E •c•i.' 3L 0 0 2.0 3.W5 4,0 • . q, 1 . 0 ' J ' 4 . 0 0 • • • 131.4A UJLLIONS• •• •••••• CONNECTION 11 SELEOTIOIN • • • • • • • • • • • ••• • • MANUFACTURER: STORMVVISE 13015 NN/ 45th AVE. OPA- LOCKA, FL 33054 TEL: (305) 597 -7797 4 x: i.:051:7,7-779s PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO@AOL.POM APR 2'3 2009 Engineer Seal Pedro De Figueiredo, PE 52689 DRAFT IND PH DRAFTING & MORE Date: 10/15/08 Scale: NA Design by PPMF MIAMI - DADE DEED t9f-- 0/2123 • °Rf Drawing Number 09 -082 Sheet 14 of 15 • • • CONNECTION 11 MULLION BARS ANCHORED TO WALL _..,-. E :•ILL._IL■J CONNECTION 11 SELECTION • • • • • • ANCHOR SCHEDULE •• • S• LCHOR SPA•ING • • ED DI STANCE • • • • • • •••• CONNECTION I1. 10 DUAL MULLIONS 12 ANCHORS _vp1Er nn: , SINGLE MULLION ONE ANCHO w I/8 -2X5 6063 -T6 ALUMINUM ANGLE CLIP MULL : "IECTLON ? SINGLE MULLION TWO ANCHORS CONNECTION 11.6 DUAL MULLIONS TWO ANCHORS CONNECTION 11.9 DUAL MULLIONS EIGHT ANCHORS MULL CONNECTION 11.3 SINGLE MULLION THREE ANCHORS MULL 1/8 -2X5 6063 -T6 ALUMINUM ANGLE CLIP w CONNECTION 11. 7 DUAL MULLIONS FOUR ANCHORS MULLION CONNECTION 11 SHEET 14 CONNECTION 11. 4 SINGLE MULLION FOUR ANCHORS MULL CONNECTION 1I, 5 SINGLE MULLION SIX ANCHORS CONNECTION 11.8 DUAL MULLIONS SIX ANCHORS CONNECTION 10 CLIP ANCHORED TO MULLION BAR !IIIM!0I!!alna! /1 WM 41111.111t566 ll11 W` 1 I ■ 2', 3' 4' . 5', 6' 2X2, 2X3, 2X4, 2X5 OR 2X6 MULLIONS 1/8 -2X2 OR 1/8 -2X5 6063 -16 ALUMINUM ANGLE CLIP (3) 1/4 -14X1 GRADE 5 SELF DRILLING SCREWS MULLION • BARS ANCHOR TYPE A /E1 B C1 /C G 2x2 3 1 7 2 2 2x3 4 112 3 2 2x4 5 112 3 3 2x5 5 1 - 3 3 2x6 5 1 - 4 3 S 3 1 3 3. 75 4 • •••• • •••• • • • •••• ••• • • ••• • •••• • •••• • • • •••• • • • • • • • • • • • • • • • • • • •• •• • • • • • •• • • • • • •• • • •• • • • •••• •••• • • •••• CONNECTION 12 MULLION BARS ANCHORAGE FLOOR/CEILING TC HU!LT -CU i TUEE • MULLION CONNECTION 9 SHEET 13 f- CONNECTION 12 !!) tP4' -14X1 • iii 5 SELF DRILL SCREWS •••• • • •••• • • • • • SEE CCNNEC AON 12 AND CONNECTION 13 ON SHEET 15 HOUSING HEADER ON MULTIPLE SPAN SHUTTERS SEE CONNECTION 12 AND CONNECTION 13 ON SHEET 15 0 N 0 CONNECTION 9 SHEET 13 CONNECTION 12 <6) 1/4' -14X1 GRADE 5 SELF DRILLING SCREWS MINIMUM NUMBER OF ANCHORS PER BUILT -OUT LE QUANTITY OF ANCHORS ARE TO BE SPACED LINE ❑ BUILT -OUT-\ { CONNECTION 13 ANCHOR SCHEDULE LEFT MULLION ¢a N v 2', 3', 4', 5' , 6' C S w 0 CONNECTION 13 BUILT -OUT WALL ANCHORAGE SUPPORTING MULLIONS 2', 3', 4', 5', 6' BUILT -OUT TYPE I DESCRIPTION MANUFACTURER EMBEDMENT ED BASE MATERIAL A 11/4' TAPCON 176 B 1 1/4' TAPCON I ITu 01 1 5/16" TAPCDN ITW C2 1 5/16' TAPCDN ITW E 1/4' TAPCDN 176 1 3/4' 1 1/4' 2 1 /a' 2 1/4' 1 3/4' G 3/8' WEDGE BOLTS POWERS 2 1/2' 2 1/2' 3192 csi CONCRETE 2 1/2' 3 1/8' 4' 1' HOLLOW BLOCK 2899 psi CONCRETE GF BLOCK PT WOOD (SG)=. 55) 4' 3000 psi CONCRETE NOTES+ 1- ED - EDGE DISTANCE 2- EMBEDMENT DIMENSION ARE TAKEN BEYOND THE VALL DRESSING FRIGHT MULLION FT MULLION FROM TABLE FROM CENTER F MULLION A- RIGHT MULLION QUANTITY OF ANCHORS FROM TABLE ARE TO BE SPACED FROM CENTER LINE OF MULLION B r i S 1 5 4' 1 S S 1, 2. 3OR4 L. I 1, 2. 3 DR 4 L .ANCHORS PER 9105 111 ANCHORS PER SIDE CONNECTION 9 S1iEET 13 NNECTION 12 EET 15 BUILT -OUT MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL: (305) 597 -7797 FAX: I.205'I597 -i 5 PRODUCT: H1- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: °1EItgW.I3 3nr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, P1. 33313 ENGCO@AOL.COM Engineer Seal Pedro De RQueiredo, PE 52600 DRAFT INGi HG MINIM a MEE Date: 10/15108 Scale: NA Design by PPMF MIAMI -DADE BCCO+ fi - O!7-4. Le Drawing Number 09 -082 Sheet 15 of 15 ENIS GASCON TOWN & COUNTRY INDUSTRIES INC 400 WEST MCNAB ROAD FT.LAUDERDALE, FL 33309 Shutter Product Approval Authorization Form Date: 06 -02 -2010 Municipality: MIAMI SHORES Building Official: MIAMI SHORES Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: 0.050" Aluminum Storm Panels Shutter 05- 0713.03 This letter authorizes STORMWISE SOUTH FLORIDA to use the above mentioned product at the following job: Name: DOGLES COHEN Address: 440 NE 105 ST City, State, Zip: MIAMI SHORES FL 33138 Sincerely, torm Wise Solutions, I Permitting Department " .. .. • • • • • . . • • • •.. .. • • • .. • . • • . • . • • • • • • • . • • • • • • • • • • • • • • • • •. • • • • .• • • • • • • 1. This form must accompany the application for the building permits and shall become part of the p documents... • . • • • • • • • . • • • •.. • • . • • .. . • • .. • • . .. . • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Town & Country Industries, Inc. 400 West McNab Road Ft. Lauderdale, Florida 33309 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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 susp.nd the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: 0.050" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton - Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", 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 AYJAA.ailall be mvideclto the user by the manufacturer or its distributors and shall be available f o r inspection t t the j tb sae :.t the rekui sttof the Building Official. This NOA revises & renews NOA # -O fit.19 Moils :f 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. •.• i• • • • • • • • • • • • • • • • • • • • • • ••• 0 . •• • • • • • • • • • • • • • •• • • • • • • • •• • • • • ••• • • • 6 e ••• • • • • • • • • • • • • • •• •• • •• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline.com NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 Page 1 Town & Country Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0809.03 A. DRAWINGS: • 1. Drawing Number 00 -159, titled " 0.050" Aluminum Storm Panel", sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, 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 on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00 -028 dated 06/28/2000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 10/26/2000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004 -H34 by Jupiter Aluminum Corp. with physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL- 592F dated 06/26/2000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0421.13 A. DRAWINGS 1. Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. • .. • • • • .. • • • • • • • • . •• • • • • .• • •.. • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • •. • • • • ••.. . • . . • • • • • • • • .•• • • • • • • • .. •. • • •.• • • • • E -1 • • • • • • • .. • Helmy A. Makar, P. E. Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 Town & Country Industries, Inc. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton- Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERT 1. None. • • • • • • • . •• • • • • • • • • • • • • • • • • • •••..•• • .• •• • • ••. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • .. • E -2 ••• • • • • ••• • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • ... • • Helmy A. Makar, P. E. Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 1.05" )TYP.) 1,0 LABEL LOCATION 2.02" SEE NOTE, No. 10 1.17' 12.00" COVERAGE 14.375" O STORM PANEL 1 SCALE : 3" = 1' -0" 1/4 -20 MACHINE 125" TYP. SCREW (0112" 0.0.(5720 .375" R DIRECTION MAY BE REVERSED) 0 d • 419 I II :++11.215 • • �,�- .415'r • +,--- 1.01' MIN. • •''• 6 • 11, 5.00 "! • • • • • 1.05" MIN. (TYP.) 17" • o y • r E yT � • pN L Sp • • • • CE BY MS A� P I•ggD �jUVN1Zl OF FL�RID� UIL 2 004 E H GH HURRIC NE Z �r� j � I, yT + E• PR000CT tSND N LOAD DURATION PAC70R CI! 1'.6 WAS USED FOR E WOOD lAG S CREW • DESIGN. • Q�� E q p RNING 5 0 E G 4. • • • tIII E DOCU. Nj5 E�•W T�L7)10 GOVE 000 400 GGVERNING • FOR 9T i3 , 347 Ii3 SYSTEMCLUDE INFORMATION • • • S. UgE OF TtlEEF�4 DOC �N75 HALL COMPLY WITH CHAPTER 61010 -23 FOlF p THNE: L ryp R ' I } j 4 `OMMINIIS,9A1 vE T5 7 � E S E gpTry � E 7 MALTA 6. NOT EEVi 54 EIHER FOAM OR 4, T ERIS i" 0 ry TEE S JNGUSTR S UBSRTR 05 DETAI H I N E p 6EIIJ. CT 7. THE N AP O RjO S VA T L S 06 NO TO THESE APPROVAL DOCUMENTS WILL VOID 6. B U IL EE E 0 DINI3Eq�0PFICIALL�MIAEEY 010(1 060 OF THOE FOLLOWIINpG OPT THE 6) 40 ILUICSBgPY TH0M LE NE` r JIA g TIONINA LE 5 IRD D C UMENTS SHAL 0 I BIS SUB'MI ) 1"1'EO EOTT IE 81 RgpAU1TR'ENGTHHN FFF PT1 0' OE E C F P C A PRO V N 80 A 0 FOR AN0 HSECUMM E IS FROM THE MI -O A a OUNTY RODUC CO DIVISIIN Cq ZONE ARA5 ONLY OPTION IVAALL 8 ACCEPTED B BUILDING OFFICIAL 9. N RODUCT MARKINGS SHALL BE WIT HIN 12" OF ONE END HE PAN L WITH A INIMUM OF ONE MARKING PER PAN 460 SHALL BE PERMAOF TNENTLY LABELED AS FOLLOWS: TOWN& COUNT INDUSTRIES, INC. FT. LAUD F 5 MIMS -DARE couNTV�PR L S � 5 oDL pp er APPROVED vED 10' FO MINIMUM TI'IICKNEES AND MECHANICAL NOMINAL 0050 11. ALL EXTRUSIONS SHALL 60 6063-16 ALUMINUM ALLOY, U.O.N 12. A L M I NIMUM TENSILE STREN O``FL60 g K SA I L G 0NN ED OR STAINLESS STEEL WITH 13 FOR iVANDNEI SHEADER6MO N1NG'IONZON NSLY WHERE APPILI EI SEE NOTE No. 10 6.000" COVERAGE 8.332" 1 a HALF STORM PANEL SCALE : 3" = 1' -0" 1 8866 " 090" { .090" 150 s� 150" 21 .1.21 215 a 0" . 090" YM ''Oo 1 .062 .07' or ai o C N n 2.250" .094" T P .094 in ,o '_ i Ci 1I .294.. H .062 °.062' NI ° 0! 062 ,. { 0 75 "f 2.030" oI • ® STUD OGLE O s�tlyy • i (DC-TRACK (FINISH) ® C -TRACK O BUILD -OUT F-TRACK SCALE : 3 " = 1' -0" SCALE: 3" = 1' -0" SCALE: HALF SIZE SCALE : HALF SIZE SCALE :HALF 0122 •• •• •• •• - 2.250 O °h° HEADER O V HEADER ° a BUILD OUT r HEADER SCALE : 3" = 1' -0" SC/LE : 3" = 1' -0" SCALE : 3" = 1 3.385" MAX. .092" .177" ITYP 3' ;377" Lmax., SEE STORM PANEL SPAN SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE: 1/4" =1' - 0" X WIDTH UNLIMITED (PERPENDICULAR TO I PANEL SPAN TYPICAL SECT DNS TOP MOUNT (TYPI BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE: 1/4" = 1' - 0" 55" L .376" .1 If 1313'1.452" 655" 0.090" (TYP.) .376" 2'00" 1 LOPTIONAL LEG DIRECTION MANIAC 3ALLOY) KEYHOLE O °P ANGLE - TRACK O W NUT ©O WASHER SCALE : HALF SIZE SCALE : HALF SIZE SCALE :HALF SIZE FASTENER Ca 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. 8 1-• 8" O.C. FOR DESIGN LOADS GREATER 1-52 THAN 110 P.S.F. (SEE ANCHOR SCHEDULE ¢¢ FOR ANY ACCEPTABLE ANCHOR) �N 1/4" MAX. P TRACK SCALE : HALF SIZE PLAN'. VIEW \ 375" NEY HOLE ll Q \ ��.315 "0 1.�0'� i MAX. •/' \.620 °0 � 1 " "` HOLE SLOT 315 "0 .060" 3.00" MAX. 2.260" 0.062" 2 020 "1 •250,• ♦ 465" .655" 090" (TYP.) XISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. TRAP MOUNT CLOSURE DETAIL SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE 510E CLEARANCE BETWEEN THE SHUTTER ANO WALL ALUM. ANGLE - BUILD -OUT CLOSURE PIECE DISTANCE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0,125" MAX EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 5CHED. BASED ON TYPE OF STRUC. BUILD -OUT MOUNT CLOSURE DETAIL EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL TYPICAL CLOSURE DETAILS (PUB) SCALE: 1 -1/2" = 1' -0" /4 -20 MACHINE SCREW 1912" O.C.ISTUD DIRECTION MAY BE REVERSED) 125" TYP 2.00" MIN. 5.00" MAX. 1/4 -20 MACHINE CREW 52�o12" 0.C.ISTUD DIRECTION MAY BE REVERSED)6 091" TYP. 2.00 "4 (i) STUD ANGLE ( STUD ANGLE �JJ SCALE : 3" = 1' -0" SCALE • 3" = 1' -0" r te-- - 1111 30 (20 0A. GALV. STEELGR 40 I i .88" 1 • OR 0.050" 6063 -T6 ALUM) 0" ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. MAX, 1/4" MAX. MAX BY 563 "0 XISTING CONCRETE, HOLLOW BLOCK OR . W000 FRAMING. SEE ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE ASTENER La 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. 8 @ 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEO. FOR ANY ACCEPTABLE ANCHOR) PRODUCT DM= RoidhgCade•� MOD Expiration A 05 -0 3.o3 Dada Division 0 V.J. Knezevich Pmf =fowl R Limas 06/29/2005 A5 NOTB31 1 0 zi l 05 -353 1 sheet 1 of 6 wan. C) (BASS THRU' SEC.) ANCHOR SCHEDULE 1/4 "6 ITW W/ 1 - 3/4^ (CONC..) MI EMBEDMENIBOCKI CONC. TAPCON MIN. L4" T NN1AIN mom 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW CONC. (3.35 XS) Ox MIN.2 /2" 1/4° LONG WOOD L SCREW W/ MINIMUM 1-3/4° E SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN WOOD 7° 12" 0 8 0 EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMIN EXISTING GLAZIN SEE MIN. STORM PANEL FROM G SS A , FROM GLASS TABLE 2 1 • •_" • • ��'N •E \„1t:�f�� 1 •• • ID • p• _`N o• • • • • P• • • f EXISTING GLAZIN 8 SEE MIN. STORM SEPARATION FROM GL TABLE 2 •• • • • • • •• • • • • • •• 1/2" / REFERREN�� TYPE / /1 N SCHEDULE SPACING ail. ON TYPE - 1/4" MAX. ANCHOR �� �ULP FOR MAX. 0 CONNE IO NCHER XISTING CONCRETE SCHEDULE FOR MAX. HOLLd1• QI•)CK OR SPACIN W060 FRA •••• Q CONNECTION TYPE • A wALt IoGI (SECTION • •• SCALjr3j•E:•0" • • • �- EXISTING CONCRETE, •••• • •• / HOLLOW BLOCK OR • • i� W000 FRAMING CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FUR MAX. SPACING MAX. ANEL ASS u 1 J 1� 1/4" MAX CONNECTION TYPE \ REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CEILING/FLOOR MOUNT SECTION SCALE, 3 " =1' -0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING ITYP. TOP ANO BOTTON) W W zm Q z� E EXISTING 0: ' GLAZING 1- W w w 1 = 1 , X Z E Q J u M PTIONAL LEG DIRECTION --O CONNECTION TYPE 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0. EQ SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 4 a MAY BE �'u F• EVERSE /4" MAX. OPTIONAL LEG DIRECTION / 1/4" MAX. a S N x z E a EXISTING GLAZIN 1/4° MAX. O B BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING O BASS THRII° SECTION SCALE: 3" = 1' - 0" 1/4" MAX. z SEE MIN STORM PANEL SEPARATION FROM GLASS TABLE 2 Bl OPRONAL TOP MOUNTING 1/4 -20 MACHINE BOLT WITH LOCK NUT (a3 12" 0.0. ITYP. TOP & BOTTOM) THREE 1/ 4"01x MIN. 4" LONG WOOD LAG SCREWS (at 24" 0.C. MAX. WITH 1 -3/4" EMBEDMENT INTO WOOD MEMBER EMBEDMENT 2 "x5 "x1 /8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT 1/4 "0 THRU BOLTS W/ LOCK NUT @ 12" 0.C. FASTENER, SEE DETAIL (ANCHOR SCHEDULE. FOR MAX. SPACING TWO 2" x S" x 1/8" C7 CONNECTION TYPE ALUM. ANGLE REFERENCE ANCHOR SCHEDULE FOR MAX. / SPACING / EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE DETAIL® Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (TYP. TOP AND BOTTON) 1/4" MAX am a s o w ' W u N x - A• 55 EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EE MIN. STORM PANEL SEP. FRO GLASS TABLE 2 #14x 3/4" r. TEK SCREW 4 Ofil 12" 0.C. ' BETWEEN <o TRUSSES - 1/2 "1 -1/2" O CEIUNG MOUNT / BUILD OUT SECTION SCALE: 3" = 1' - 0" Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FASTENER (al 6" 0.0. OR Ld 12" 0 C. ,BUT 00 NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER 01 CONNO:QION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O ° P TRACK/DIRECT MOUNT SECTION SCALE, 3^ = 1' - 0" W000 ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING STUCCO FINISH OR PLYWOOD SOFFIT I -1 / X 4" MA. z al 1" 4 1- PRODUCT RBYISGD N 'c 8 w ding mg Cod e N6 tiro PAOtidx M Code AesePtonce No os_o7t3.o3 2,4 z �� )) II /[1L -lo - Ep 4 • • •� • . • • • ri • 2 0 5 N 2 • •••• • • •••• •••• • •••• EXISTING STUCCO FINISH OR PLYWOOD SOFFIT EXISTING GLAZIN SEE MIN. STORM PANEL SEP. FROM GLASS TABLE 2 2" x 5" x 1/8" CONT. ALUM. STUOOED_ANGLE W/ 1/8 OS @ 12" O.C. • • z 1 "x4" OR 1" x 0" .062" CONT. ALUM. TUBE 16063 -T61 • •• • • GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 W000 ROOF TRUSS OR FRAMING MEMBER •••• •••• •• • • • • • Z • XISTING tdNNtilE#! HOLLOW BLOL!C OR • ••WOOD FR* tai••• O BUILQ -DO N / BUBA -0UT SECTION •••• G SCAL r 6 Cr •••• • • • • •••• EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING DETAIL L - 1/2 "1 -1/2' CA CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O w �v x Z a C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX, SPACING L a a F 0: 0 04 NOTE USE OF DETAIL SHALL 00 IN CONJUNCTION METH AN • h • HEADER OR • U • HEADER TOP MOUNT O C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3 " =1' -0" 014 x 3/4" TEK SCREW BETWEEN TRUSSES NE 1/4 "0x MIN. 5" LONG WOOD LAG SCREWS [d 24" 0.0. MAX. WITH 2 -1/2" EMBEDMENT INTO WOOD MEMBER TWO 1/4 "03 MIN. 4" LONG WOOD LAG SCREWS 2-1/2" EMBEDMENT INTO WOOD MEMBER Ez EMBEDMEN EXISTING GLAZING TWO 1/4 "0x MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 1 -3/4" MIN. EMBEDMEN IN CENTER OF STUDS EE MIN. STORM PANEL SEP, FRO GLASS TABLE 2 1/2" PLYWOOD a w 0 0 m 2" x 6" P.T. CONT. W000 BLOCKIN TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD /16" I.D. AND 1/2" 0.0. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) 1/16" MIN. © C -TRACK ASSEMBLY • (BLOW UP) SCALE: HALF SIZE 1/4" MAX. CS CONNECTION TYPE USE 1/4" WOOD LAG SCREW OR 1/4" ELCO - MALE /FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING SPACING WOOD FRAMING— CONT. 3" x OR 4" x WOOD FRAMING REQUIRED k1 /4" MAX. 1/4 "0x MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW @ 12" 0.C. W/ 1-3/4" EMBEDMENT INTO WOOD BLOCKING O CEILING/BUILD -OUT MOUNT SECTION SCALE: 3" c 1' - 0" USE®OR 6a WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD FINAL LOCATION OF STUD EMBEDMEN EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 M C -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. M /4" MAX. ,�► •• NNEtl1ON TYPE ���iiYWWI REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O BUILD- OUT/FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" 1/2" 0.0. x1/4" LD. x 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT ITY . TWO 1/4 MIN. 4" LONG STAINLESS STEEL W000 LAG SCREWS (a7 24" 0.0. MAX. WITH 1 -3/4" MIN. EMBEDMENT INTO EXISTING STUDS 1 "x 4" x 1/0" x CONT. ALUM. TUBE 014 x 3/4" TEK SCREW @ 3" 0.0. 1/4 MAX. `O G E 0 w N PRODUCB'REVISED BeNmptymit�h QM F16"7„x o X05-0 3. EapIr 0k,nDate I 0 El fitmiti . ••. �•f ®try -1 • • •••• • 11 . 1: •••• o • a • g •�•••• ' ■ o AS , 8 0 • • 1•••• tr=w," EXISTING Try GLAZING 0t EMBEDMENT SEE MIN. STORM PANEL SEPARA TION FROM GLASS TABLE 2 • • • •• • • • • •• • ''! XISTING CONCRETE, • • • • • HOLLOW BLOCK OR • • • • • • • WOOD FRAMING V' WOOD CE)LITiq msy,w MOUNT SECTION SCALE 3" = 1' -0" • • •• • • • •• •••• • • 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" O.C. (TYP.} - 20 GAGE STEEL BENT PLATE OR2 "x 2" x 1/8" ( ANGLE -T6 ALUM. 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR 2" x 2" x 1/8" 6063 -T6 ALUM. BENT PLATE `--- EXISTING BAY WINDOW MAX. - •1/ - S.S. BOLT NUT @ 11" O.C. 2 "x5 "x1/8" CONT. ALUM. ANGLE Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1" OVERLAP a TYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE 1 -1/2" = 1' -0" EXISTING W000 FRAMING CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" CMAX. SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING OTYP. 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT @ 12" O.C. (CONNECTS TO ADJACENT PANEL) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING EMB EXISTING GLAZING 9 2 "x 2 '•x " 2 x 4 2 " x 0.055" 6063 -T6 ALUM. TUBE 2 "x 5" 5" LONG HANDLE RIVETED TO PANEL EM PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE WALL MOUNTED 5" x 2" x 1/8" x CONT. STUDDED ANGLE (SEE SECTION TI .1; 2" 2 "x 2 x 0.055" 6063 -T6 ? " - ALUM. TUBE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING © WALL MOUNT SECTION SCALE 3" = 1' - 0" O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. CI CONVECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN 2 -1/2" x 1 -1/4" WIDE NOTCHES (TYP. BOTH SIDES) \ \\ 1/4" MAX. EXISTING GLAZING HOLLOW ©d © • L. ASS \ EXISTING CONCRETE. HOLLOW ALONG OR W000 FRAMING CONCRETE ® WALL MOUNT / BUILD OUT SECTION SCALE: 3 "= 1'- 0" THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. (MAX PANEL HEIGHT x+ 7' - 4 & MAX DESIGN LOAD x72.00 PSBJ O INTERIOR FASTENING ANGLE ASSEMBLY SCALE 1 -1/2" = 1' -0" NON- STRUCTURAL FINISH MATERIAL BRICK OR WOOD CONNECTION TYPE REFERENCE ANCHOR 2" SCHEDULE SPACING FOR MAX. 1/4" MAX. 1/4" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PRODUCT REVISED us complying with d•Tho ds Balding Code Acceptance No05 01 13.0r Exp4atlen Date WPM . • I O a✓s 11. Mm®i Dade NON- STRUCTURAL FINISH MATERIAL 3/8 "0 HOLE FOR FASTENING PANEL 0� 05 -3 [sheet' 4 of 6 '0 ti Thornton•Tomasetti Group 330 N. Andrews Ave., Suite 450 • FL Lauderdale, FL 33301 Tel. (954) 322 -3090. Fax (934) 522.3691. COA 9 7519 Wabslte: www.TheTTGroup.com Copyright ® 2005 Thomton- Tomasetti Group, Inc. • • • ••• • • • ••• • • • • ANCHOR SCHEDULE maximum (INC OR VARIOUS LOADS AND SPANS 3R SCHEDULE FASTENER MAXIMUM REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 7f33ISS'161X3 ANCHOR TYPE LOAD MAX. NOTE MIN. 2° EDGE Dram 'ISM ANCHOR T5 MIN 3/4' EDGE DISTANCE SPANS UP 6' -0 (SEE NOTE PAD B (SEE NOTE 1 PANS UP 70 12' -0 (SEE N01 SPANS UP TO 6' -0' (SE 1301 SPANS UP 70 SPANS 12'. (SEE NoTE 11 PANS UP TO 6' -0" (SEE N07E 1 SPANS UP TO SPANS 1 12' - SEE NOTE 1 CONNECTION (SEE C2 NOTE C3 CI. CS CONNECTION C1 (SEE NOTE C2 C3 3 C4 C5 CONNECTION CI (SEE 2 WE C3 C4 CS CONNECTION C1 (5EE NOTE C2 C3 C4 C5 Cl C2 C3 C4 CS CONNECTION Cl (SEEN C21C 'E :5 095(71ON (SCE C2 NOTE C3 TYPE 3 C4 C5 C1 C2 C3 C4 C5 CONNECTION Cl SEE C2 ND C31C4 CS 3i NOJ • • • ••• • • . • •_ • 7m•111111i •jiiilili1yi111N: C 1�%4 MIN. EMBEDMENT 3 T �� P L 4,,,,,0 43.0 4 14 4 4 14 14 4 4 D . 2" 50.0 14 14 14 14 } 4g LAG 5 R E IN W "I only, OR P ERP TO W OOI 72 150 0 El 14 12 14 12 1 14 12 14 2 {T iI11 11112RRSS W)."704 .0EWMBEDMELK -IN 1/4 -20 STAINLESS EEL 1 4 ,..,, p - - . ,..,,-� i. *w1i@e''•E'W'W 1 43.0 50.0 72.0 -o; /i �/r 1 q 1 Apr AJ� ,4 \.'\ laU Ao N\ LtM 14 14 14 '14 '+M 11115\\\ 1 7/16 "0 WOOD BUSHING 1/4 -2E STAINLESS 5T EL MACHINE SCREW 43.0 13 13 f 14 14 14 14 50.0 11 11 4 14 14 L L.l 12 12 1 ^_I IJ C 72.0 ITV 7 7 V 4 O_ ®5®•• L ALUMINUM STORM PANEL • ofelliC 400 West U 6 Road • Fors Lauderdale, FL 33309 Fhxae: 066) 320 -5019 • Fax; 1934 970 -7705 _ .____J 84.0 150.0 4 ,0 M✓ J � 14 � yg Ai A/ 12 1 4 AO 14 10 10 84'0 6 6 � All 12 9 7 9 7 150.0 5 4 (// 12 12 12 12 12 9e 43.0 14 14 11 * �■I1)111GG SU9 1 4 ELCO M E/ :Pt - qq 77��'/' 1�51 & 1 /20 II A�CHINH !CREW OMM. 3.006 S NUT 541 0 12 72 12 12 12 12 12 12 72 ie * IIIMIUMUl1 50.0 14 141 7 72.0 12 12 12 12 12 12 12 12 12 1 E ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 7/8" MIN. EMBED. 0. 1/4 -20 MACHINE SCREW WITH NUT 72 12 12 3 1 8 VO 1 1 21 2 12 12 721 12 12 12 12 8 10 10 15 .0 � 12 9 12 12 12 12 12 150.0 9 7 , / ci 43.0 14 74 '4 14 14 14 14 14 14 14 14 14 8 12 10 14 14 14 14 14 14 14 14 14 14 14 14 9 14 12 ANCHOR NOTES: •• •• • • • 1/4 "0 LCO CRLTE FLEX EM5EOMON . py �{ cG' 50.0••4 0. 14 14 14 14 14 12.14 12 14 14 6 10 8 14 14 14 14 14 14 14 13 14 14 14 14 6 12 10 7 0 4 14 12 14 12 14 14 5 10 8 14 1 1 1. SPANS AND LOADS SHOWN HERE ARE FOR DETEPoNUVING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST LIMITED TO THOSE 84.0 14 14 8 12 10 14 14 4 8 7 14 12 3 7 6 14 14 9 14 12 14 14 5 10 8 14 13 4 9 7 SHOWN IN TABLE 1• r •• • • • • • • • • •• 150.• 'w4 }1 3 7 6 14 12 3 7 6 14 12 3 7 6 14 13 4 9 7 14 13 4 9 7 14 13 4 9 7 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR i�4C 4114 4 4 4 4 5 W' 44G7= • 1/4"0 ELC TAPCON W / 1- 1 /2•MI N . E�19OMENT 8/•q• MAIN. PS.1 43.0 i. 14 14 12 14 14 10 10 8 13 13 4 7 6 14 14 14 14 14 14 14 12 13 10 14114 5 9 7 EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER 50.0 7 0• 14 14 14 13 10 14 14 6 , 9 7 11 11 3 6 5 14 14 14114 13 14 14 8 11 9 14 14 4 8 6 THAN OR EQUAL TO SHUTTER SPAN. TYPE. 4 ! 6 9 7 11 11 3 6 S 8 6 4 3 14 14 B 11 9 14 14 3 7 6 10 8 5 4 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION V. 4 7 DDDO %DDD DMD F 4 3 ®m����DD�' 10 8 / 5 4 10 D 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. M�I REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 150.0 8 6% 4 V.J. R ofesiwiEg R /•.. KAEZEVIC71 uca - " 9 Z • HOLLOW CONCRETE BLOCK • • + �14�4G74H •••• • • V4 "41 ➢6Y DMENT EMBE 4 0 4 1L 8 A 4 3 14 1 6 14 10 8 12 �� 5. ANCHOR SHALL B E INSTALLED IN ACCORDANCE WITH MANUFACTURERS' REC O M MENDATIONS. 50.(1♦ 13 13. 13 7 5 9 9 6 % 3 14 14114 8 7 10 10 © 6 4 7 4 © 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 72.0 9 9 3 5 4 6 6 3 4 � ��©AIWAQ/0Q��AI 10 10 4 6 4 7 7 4 4 3 5 Bp 3 ' 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS MEMBERS OTE FASTENING TO PLYWOOD IS EPTAB E SIDE CLOSURE PIECES. P4 0 150.0 [C Ar/,P P ©I1/, yA������N�7AQ0Er% % © N SI � jy � , A� y. III%I p � 1/ 7 /B6OWWN1EryBRLEOMENT -IN 1/4 MACHINE SCREW1004 43.0 �� % / %/f // �� ��Q�� ®��© 8. OCATED IN OF NOMINAL 2 (M N) WOOD 3/4" 50 . 0 7 L N �ff/A / ��� ©M© ENT x HALL BE L EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE E trz Oo W O5O P suols 72'0 r / ��2 V: �eA rAh M��y�Or �VArn��n���/ / � C j ���_ y _� 7 ���� PHILLIPS HEAD PAN D OR HEX HEA GREATER DENSITY. LAG SCREWS SHALL HAVE �� A 84,5 MOV �OVI/AOril/ A31©VAIIIV EMEW t/ / ' A �i� 9. MACHINE SCREWS SHALL HA MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN 150.0 43 1� 12 12 ``/ r# 12 10 8 .4 /A� 12 12' �MarAMMEIVAr 8 7 5 11 11 5 4 12 12 12 �A�A��� 11 9 12112 �ZAIWAI 9 8 6 12 12 y , n NERD (SIDEWALK AND U 0 NE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER 3 5 4 iP ePt91t11'R111N11nlUlU= 11'tl 111111111111111 - 50.0 12 12 12 8 7 12 12 5 6 5 10 10/ 4 3 12 12 12 10 8 12 121 5 7 5 10 10 10, r DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. / 5 4 1 EL[O DIALS{ FEMALE "PANHLMATE" 1/ MACH RE SCREW WITH NUT 72.0 12 12 5 6 5 9 9 4 3 7 5 3 / 12 12 5 7 5 10 10 4 4 7 5 3 3 11. • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE 84.0 1212 3 4 3 3 MD</raXMLIE � DD//�Dr& 5 3 ''X�12.• 12 ,, 4 � 6 4 8 8 p,�� 4 3 ®rAD 7 5/ 3 3 SCREW, NUT OR WASHERED WINGNUT. 3 150.0 �v� �55 /4 /�M �8 �8,� i/ / 43.0 14 14 14 14 11 14 14 9 9 7 12 12 4 7 5 14 14 14 14 11 14 14 9 8 13 13 4 7 5 V4 ^0 LCOtt RETE FLEX WEMBE�MENT SOA 72.0 14 14 14 14 14 12 6 8 9 6 14 14 6 8 6 11 11 3 6 4 6 3 14 14 14 12 9 14 14 8 6 11 11 3 : 6 4 � .6? 919p 10 10 14 14 6 8 6 11 11 5 4 8 6 4 3 PRODUCT REVISED 8L.0 13 13 4 7 5 9 9/ 6/ 3 %I 13 13 4 7 5 9 9 4 5 4 8 6 A 4 3 0sm®fplytagWith IPAI listallag Cede 150.D 8 6 4 3 8 6 4 3 8 6 ,% 4 3 8 6 P 4 3 8 4 1 3 O - 0'7 t�. 03 � °4° 00/29/2005 IMMos4esetiewi44iic 1 /4 "w FLCO TAPCON W/ 1 -t/4" MIN. EMBEDMENT 43.0 14 14 10 8 17 11 7 S 8 8 S L 14 14 14 73 10 14 IS . . 6 5 �P 0 D816 H/I'iv9fi 0 MEM=MUDD 4 6 D% � am > /..f /.. ,�. � ( X1:5 72.0 84.0 D D D DDDD�ID NEIMVAIIII ��i'/I��/J.DD DD pR6ml D ,! 0....;T Divide. /,D© 150.0 ©D%it// aortourAma avmaleC______i WAIT _ 05 353 sheet 5 of i■ '0 ti 1 I- 4 m MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (WI IP.S.r.) ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE 1INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 40.0 8 -8 3 2 -1/4 10 -3 5 3 -3/8 ' 40.0 8 -8 3 2 -1/2 9 -10 5 3 -1/4 60.0 8 -8 3 2 -3/4 9 -5 - 5 3 -1/4 70.0 s• •, 4 -0 3 1 -1/2 8 -8 3 3 9 -0 3 3 -1/4 • • 4 -0 3 1 -1/2 • 8_40 •• 3 3 90.0 •••••• • 4 -0 • 3 1-1/2 7 -9 3 2 -3/4 10 • ' • • 4 -0• , • 3 1 -1/2 7- 3 •••••• 3 2 -1/2 ?4pp gy� ,� i 4 -0 3 1 -1/2 6 -9 ••-•• 3 2 -3/8 1200 3-00 • - • 0•.1ww 3 2-1/4 • • • 0 U a O O 0 • • • • • ••. • •, • • �= •• • • • • • •• • • • •••• • •• • • • •••• • • • • •••• TABLE 1_ kaig . 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WINO LOAOS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2, FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE DESIGN LOAD P.S.F.) 40.0 4.5.0 50.0 55.0 60.0 62.0 65.0 70.0 72.0 75.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 210.0 220.0 230.0 SPAN FOR NEG PRESSURE (FT - IN) 12' -0" 11' -3" 10' -8" 10' -2" 9'-0" 6' -0" 5' -1" 3' -10" 2' -10" SPAN FOR POS PRESSURE IFT - IN) '0' -4" 8' -11•• 2• -10" 8 paIMIVIED JUN 2 2010 P.) BY: • • • ws- o- I■sut NA,arTi Snores VhIE APPR OVED ZONING DEPT • • • • • • • • • • • • • • • • • • • • • • BLDG DEPT SUBJECT CO COMPIJANCE WITH ALL FEDERAL STATE AND Ci,UN Y rULES AND REGULATIONS •• • • .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1--- • • • • • • • • • • • • • • • • • • • • • • • • • .• • 111 •• •• • • • •• •• • • • ••• • • • ••• Space above reserved for use of recording office 1. Leal 5lescription of property and,stregt/address: 1114 i K ? , - 45 1T y _ - V1 Ale 405 ter Hik 2. Description of improvement -- OF- F&/-1 cA'lv6 OITE07 0/1 f 3. Owner(s) name and address: OOUbMf16 691157V / '1440 Niv 05 sr !1PAtf ,FL 33 938 Interest in property: WOE Name and address of fee simple titleholder. 4. Contractor's name, add and phone n mber. 670- /114/16 6 sOvrff PGO 430 N W O t?4 o' e,.4 I 050.5 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different_ date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY,A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO BTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENT. Signature(s) of Owne s) 10 er(s)' Authorized Officer/Director/Partner/Manager Prepared By Prepared By Print Narne Gi PIS Coi-lr Print Name STATE OF FLORIDA COUNTY OF MIAM -DADE l The ; • regoi • inst was acknowl dg be ore me thi � day of / d rion In nn �i' or ❑ as ❑ • Persona ' l ^F '��t s m'_ I�' � flowing type of ide 4. n''' ' of Notary Public: Commission f :'• •' • ' � Print Name: „mot' Expires: nun, 2011 EoNDau ATLANTIC BONDING MAW. (S ) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTE South Florida Inc Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Permit Der. 1515 NW 45 Ave Opd r L 31f* S4 Signet \ s) of • n = +Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: B NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT11ME OF RRST INSPECTION PERMIT NO. TAX FOLIO NO.' ' 0¢5 0010 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF Fi.ORl THE UNDERSIGNED hereby gives notice that improvements will be mad6t0 property, and in accordance with Chapter 713, Florida Statutes, the folio % Wif is provided in this Notice of Commencement. 123.01 -52 PAGE3 310 11111111111111111111111111111111111111111111 CFN 201080480694 DR Bk 27356 Ps 4147: tips) RECORDED 07/19/2010 13:15 :31 HARVEY RUVINI CLERK OF COURT I'II.At1I -DADS .COUNTY, FLORIDA LAST PAGE By