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WS-11-1820
i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 165111 Permit Number: WS-I 0-11-1820 Scheduled Inspection Date: October 24, 2011 Inspector: Bruhn, Norman Owner: SALUP, ANTONIO Job Address: 9333 N MIAMI Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA STORM PANELS INC Permit Type: Windows /Shutters Inspection Type: Shutter Attachment Work Classification: Shutters Phone Number (786)488 -7694 Parcel Number 1132060130350 Phone: (305)685 -9000 Building Department Comments INSTALL 6 ACCORDION SHUTTERS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 21, 2011 For Inspections please call: (305)762 -4949 Page 9 of 22 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type BUILDIN ROOFING Address: 9 3 3 ✓ ,q (% State: fr—G • OWNER: Name (Fee Simple Titleholder): Permit No.t °—' %'`3 Master Permit No. City: it/74/1/ Tenant/Lessee Name: e9 W it! a`-' Phone #: +'8e - 747y zip: 3 3 jS Phone#: Email: JOB ADDRESS: ,4? City: Folio/Parcel #: Miami Shores County: 11- n20c -0/3 -a 350 Miami Dade Zip: :33 /5 0 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: /I7 Address: I/ 7 5- /v LA. / City: CPI' 1 e . Qualifier Name:/t./iet &U& State Certification or Registration #:Sec/3 /3// $' (ya 4 o Certificate of Competency #: // Contact Phone#: 7$6-4{'2-' 3 Z 3 Email Address: ��c5 �c� /10 ` �/(a"C:oa I. ,6t/r DESIGNER: Architect/Engineer: Phone #: 66 / lo,2lbf9 switi / 1 t -Phone #: ,306--"4 ' / db&I 24 '4U state:G • zip: 33O S'� ie Vl Phone #: eSt6/3i5 ?Odl a Value of Work for this Permit: $ G '2 / • Square/Linear Footage of Work: Type of Work: DAddition Alteration ❑New DRepair/Replace Description of Work: . ji 0 %,.,./1 /O ❑Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * ** * ** * * * * * * * * * * * * * * ** * *** Submittal Fee $ C� Permit Fee $ / E O ' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ • ,�,,y ,� TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) N1/4 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) /%/ 4 • 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence o h posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or gent The foregoing instrument was acknowledged before me this .3. 0 The foregoing instrument was acknowledged before me this2? D ` day of � � %,,��" , 20 �� e�a%�iti ®0 SA �°f day of � 20 if Y vE /C 2� fir who is personally known to me or who h produced bi-. g/93 'O '59-441As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Signature Contra tor who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: A !S . Print: It Notary Public - State of Florida ° `e` !c Notary Public -State of FJe1145 My Commission iF� - ( My Comm $ `, tj}� s : My Comm. Expires Dec 5;2013 §day Comm. Expires Dec 5, 2u1w'' :�; Commission # DD 915134 1 =.y' �� --ogo;= Commission # DD 9151'34 Bonded Through NNW Notary Assn. ' -hue i0� Bonded Thro,,gh National Notary Assn. * *s, * *** * * * * ** e* *Stu ' * * * * ***a .:„ = x ***** * *** * * * * * ****t y * e m * +max > ** APPROVED BY /J /0- ? f / Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. \ COPY OF QUALIFIER'S STATE LIC CARD B. N COPY OF LOCAL BUSINESS TAX RECEIPT COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTOON ) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: / L0 /2 Ldp ��,?/'f A/056' _5/�, BUSINESS ADDRESS: /14/7 Ai 12C / /5crrY e7/3/476,41 STATE �,''_ (� ZIP CODE 3 05.° BUSINESS PHONE: (30 5") G gs� ! 80 FAX NUMBER (fa ) CELL PHONE 2� ,) y4 4-- ./60- -3 QUALIFIER'S NAME: *� ,e //9L� "ea QUALIFIER'S LIC NUMBER: S cc /31/ 5 ' 3 E -MAIL ADDRESS (IF APPLICABLE): S 2 G /IbL '' i f of `!I ® #57• Created on 3119109 BY MLDV I RV 3126109 MLDV ACORD.. CERTIFICATE OF LIABILITY INSURANCE PRODUCER (305) 270 -1424 Pan Am Assurance Agency, Inc 9100 Sunset Drive Miami FL 33173 -3433 INSURED FLORIDA STORM PANELS, INC. 14475 NW 26TH AVENUE OPA -LOCKA FL 33054- IDATE (M•/DDIYYYY) 03/31/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. CERTIFICATE AMEND, OR ER THE COVERAGE AFFORDED BY THE POLICIES W INSURERS AFFORD MG COVERAGE INSURER k NORTH POINTE INSURANCE CO INSURER B: BRIDGE 'IELD INSURANCE CO INSURER C: INSURER D: INSURER E: NAIC # THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY COVERAGES REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WhICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU. THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ItLrBTRR A INSRRDD TYPE OF INSURANCE GENERAL LIAB UTY X COMMERCIAL GENERAL LIABILITY ICLAIMS MADE © OCCUR` GENT_ AGGREGATE UMIT APPLIES PER: i] POLICY I 1 JECT I I LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS POLICY NUMBER 2094121137 PDOATE (14 EFFECTIVE / / / / EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea occurrence) MED EXP (Any one Person) PERSONAL & ADV INJURY GENERAL AGGREGATE 1,000,000 $ 100,000 $ 5,000 $ 1,000,000 $ 2,000,000 PRODUCTS- COMP!OP AGG COMBINED SINGLE LIMIT (Ea accident) $ $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) S B GARAGE LIABILITY ANY AUTO / / I EXCESS/UMBRELLA LIABILITY OCCUR IT CLAIMS MADE DEDUCTIBLE RETENTION $ / / / AUTO ONLY -EA ACCIDENT S OTHER THAN EA ACC AUTO ONLY: AGG EACH OCCURRENCE AGGREGATE S $ $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below OTHER 830 -14374 04/01/2011 / 04/(01/2012 x I cT YSlIAA I IO&H- E.L EACH ACCIDENT $ $ 1,000,000 EL DISEASE -EA EMPLOYEE $ 1,000,000 EL DISEASE - POLICY LIMIT $ 1,000,000 / / / DESCRIPTION OF OPERATIONS ILOCATIONSNEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 NE 2 Avenue Miami Shores ACORD 25 (2001 /08) ft„- 1NS025 (01 asps (305) 756 -8972 FL 33138- SHOULD ANY OF T44E ABOVE EXPIRATION DATE THEREOF, DAYS WRITTEN NOTICE FAILURE TO DO SO !ALL IM INSURER, ITS AGENTS OR AUTHORIZED ELECTRONIC LASER FORMS, INC. - (800)327-054S DESCRIBED POLICIES BE CANCELLED BEFORE THE ISSUING INSURER WILL ENDEAVOR TO MAIL CERTIFICATE HOLDER NAMED TO THE LEFT, BUT 710N OR LIABILITY OF ANY KIND UPON THE ® ACORD CORPORATION 1981 Page 1 of SEE OTHER SIDE DO NOT FORWARD FLORIDA STORM PANELS INC VICTOR CRUZ PRES 14475 NW 26 AVE OPA LOCKA FL 33054 7 /!l }l1111intIII l7!I1l till i ti IHi11111S:int$ 111i17i1i.9Y11 BATCH NUMBER 621038 -9 Bu LebSPivr oUc lorANELS INC 14475 NW 26 AVE 33054 OPA LOCKA THIS IS NOT A BILL - DO NOT PAY RENEWAL STATEEC IEM1150340 647498-5 OWNER FLORIDA STORM Sec. of THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A. CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 07/27/2011 60010000418 000045.00 SEE OTHER SIDE PANELS INC BUILDING CONTRACTOR FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 WORKER /S 5 DO NOT FORWARD FLORIDA STORM PANELS INC VICTOR CRUZ PRES 14475 NW 26 AVE OPA LOCKA FL 33054 I ttIJIIIlhJlt 11I1lllllll tlll l !IfIJll/t{`ll1JJJl!}1F /1Jlif0II - • 990001752 City of Opa -locka Department of Business and Licensing Occupational License FLORIDA STORM PANEL 14475 NW 26 AVE. OPA- LOCKA, FL 33054 LICENSE FEE $175.00 IS HEEEEBYLICENSED TO ENGAGE IN THE BUSINESS, PROFESSION OR OCCUPATION OF { ` FOUNDRY MACHINE SHOP, BOILER WORKS, IRON iN TifE OF OPA- LOCKA, WITH THE FOLLOWING RESTRICTIONS: UNTIL SEPTEMBER 30, 2012;SOBJECT TO THE PROYISI.Of FORCE. NOTE: THIS LICENSE'DOES -NOT CONSTITUTE SPECIFIED HEEEIN. CITY OF OPA -LOCKA CITY MANAGER ISSUFON 4)9/04/1999 F THE CITY '.OP OPA 1�4 CKAO DINA1 S D STAT UNTY REGULATIONS NOW IN RTIFICATION -THAT THE LICENSEE IS13uALT D fO 1N THE BUSINESS OR 2012 DISPLAY AS REQUIRED BY LAW BY: 502517 -6 BUSINESS NAME / LOCATION OPA LOCKA INVESTMENTS LLC MUNICIPALITIES LOC 33888 THIS IS NOT A BILL — DO NOT PAY RENEWAL RECEIPT NO. 524734-1 OWNER OPA LOCKA INVESTMENTS LLC Sec. Type of Business 192 COMMERCL /INDUST /OFFICE SPACE 25725 THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CI71ES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. LICENSE CLERK FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 AGGR.SQ FT PAYMENT RECEIVED MIAMJ.DADE COUNTY TAX COLLECTOR: 07/27/2011 60010000422 000268.75 SEE OTHER SIDE DO NOT FORWARD OPA LOCKA INVESTMENTS LLC 14475 NW 26 AVE OPA LOCKA FL 33054 11111111111 1111 1111f 11111l17DD!!/1111111111111dI11 +91Sk1i I' LI MCY ENGINEERING, INC. GLAZING CONSULTANTS 9110 SUNSET DRIVE. MIAMI, FL 33173 ��' PH: 305.271.0117 FAX: 786.573.5063 2007 FLORIDA BUILDING CODE e. ASCE 7 -05 -. DESIGN LOADS FOR COMPONENTS AND CLADDING O WIND VELOCITY = 146MPH (EXPOSURE "C ") 6M MRH = 0 - 60' (X -� Kd = 0.85 Mean Roof Height I DESIGN PRESSURES (PSF) ZONE 4 Mean Roof Height DESIGN PRESSURES (PSF) - :'. Tributary Area (Sq Tributary Area (Sq Ft) I 20 30 35 40 45 50 10 15 20 25 30 35 40 45 50 0 15 ft -50.4 +46.5 -49.2 1 +45.2 -48.3 +44.4 - 47.6 +43.7 -47.1 +43.1 -46.6 +42.7 - 46.2 +42.3 -45.9 +41.9 -45.5 +41.6 -0 -15 ft 62 +46.5 -59.8 +45.2 -58.0 +44.4 -56.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -55.2 +41.6 16 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 +42.2 16 ft -63.1 +47.1 -60.6 +45.9 -58.8 +45.0 -57.5 +44.3 -56.3 +43,7 -55.4 +43.3 -54.6 +42.9 -53.9 +42.5 -53.2 +42.2 18 ft -52.4 +48.3 -51.1 +47.0 -50.2 +46.1 -49.5 +45.4 - 48.9 +44.8 - 48.4 +44,3 - 48.0 +43.9 - 47.7 +43.6 - 47.3 +43.2 18 ft -64.6 +48.3 -62.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +43.2 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 - 49.5 +45.3 -49.1 +44.9 - 48.7 +44.5 -48.4 +44.2 20 ft -66.1 +49.4 -63.5 +48.1 -61.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +44.2 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 - 49.7 +45.4 -49.4 +45.1 22 ft -67.4 +50.4 -64.8 +49.0 -62.9 +48.1 -61.4 +47.4 -60.2 +46.8 -59.2 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 -55.6 +51.3 -54.3 +49.9 -53:3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 24 ft -68.7 +51.3 -66.0 +49.9 -64.1 +49.0 -62.6 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -56.6 +52.2 -55.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 26 ft -63.8 +52.6 -67.1 +50.8 -65.1 +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 -56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -53.2 +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 -64.4 +49.8 -63.4 +49.2 - 62.3 +48.7 -61.4 +48.2 -60.6 +47.8 -59.9 +47.4 30 ft -58.3 +53.8 -56.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54,5 +49,9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 30 ft -72.0 +53.8 -69.2 +52.3 -67.1 +51.3 -65.6 +50.6 -64.3 +49,9 -63.2 +49.4 -62.3 +48.9 -61.5 +48.5 -60.7 +48.1 -60.2 +55.5 -58.8 +54.1 -57.7 +53.0 -56.9 +52.2 -56.3 +51.6 -55.7 +51.0 -55.2 +50.5 -54.8 +50.1 -54.4 +49.7 35 ft -74.4 +55.5 -71.4 +54.1 -69.4 +53.0 -67.7 +52.2 -66.4 +51,6 -65.3 +51.0 -64.4 +50.5 - 63.5 +50.1 -62.7 +49.7 -62.0 40 ft +57.1 Oil-63.5 +58.6 -60.5 +55.6 -59.4 +54.5 -58.6 +53.6 -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 - 62.0 +57.0 -60.9 +55.9 -60.0 +55.1 -59.3 +54.4 -58.7 +53.8 -58.2 +53.3 -57.8 +52.8 -57.4 +52.4 45 ft +58.6 -75.3 +57.0 -73.1 +55.9 -71.4 +55.1 -70.0 +54.4 -68.9 +53.8 -67.8 +53.3 -67.0 +52.8 66.2 +52.4 -64.9 50 ft +59.9 el- 66.3 +61.1 -67.5 60 ft +62.2 -63.4 +58.3 -62.2 +57.2 -61.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.4 +54.5 -58.5 +54.0 -58.7 +53.6 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.6 -64.6 +59.5 -63.5 +58.3 -62.6 +57.4 -61.9 +56.7 -61.3 +56.1 -60.8 +55.6 -60.3 +55.1 -59.9 +54.7 55 ft +61.1 -78.6 +59.5 -76.3 +58.3 -74.5 +57.4 -73.1 +56.7 -71.8 +56.1 -70.8 +55.6 -69.8 +55.1 69.0 +54.7 -65.8 +60.6 - 64.7 +59.4 - 63.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 - 61.4 +56.1 -61.0 +55.7 60 ft -83.3 +62.2 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 INSTRUCT ONS FOR TABLE USE: GENERAL NOTES: 1. TABLES ARE INTENTED TO DEPICT THE " WORST CASE" PRESSURES. "WORST CASE" IS 1. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOW VARIABLE AS DESCRIBED BELOW. VALID WHEN SIGNED & RAISED SEALED BY YIPING WANG, P.E. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. THIS SPECIFICATION IS INTENTED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER- DESIGNED BY A USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTION FOR ROOF SLOPE LESS THAN 10° VALUE USE IS OFFERED HEREIN. SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 3. THIS SPECIFICATION IS NOT INTENTED TO OFFER ANY PRODUCT APPROVED 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER CANNOT BE IDENTIFIED, USE PEAK ROOF HEIGHT. APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE VALUES WICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. ASSUMPTION. 4. DESIGN IS BASED ON THE 3 SECOND GUST ( WIND VELOCITY) FOR A CATEGORY II 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT' WIDTH) OR ( GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION USING AN IMPORTANCE FACTOR THE SPAN LENGTH TRIBUTARY AREA OF MULTIPLIED THE AN OPENING IN WIDTH THAT HEIGHT* NOT BE LESS 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 THAN ONE -THIRD THE SPAN LENGTH ( HEIGHT %) . USE THE AREA BETWEEN STRUCTURAL HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi = +/-0.18) ENCLOSED BUILDING ONLY. AREA OF AN OPENING CANNOT IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL VERIFY USE OF Kd = 0.85 ( DIRECTIONALITY FACTOR WITH LOCAL BUILDING DEPARTMENT. HVHZ BE USED. ALWAYS ROUND TRIBUTARY AREA. DOWN TO THE LESSER TABLE VALUE. FOR LARGER = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR ( ZONE 4) OR EXTERIOR ( ZONE 5) PER 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS THE MORE CRITICAL ( EXTERIOR ZONE. OR AFFIRMATIONS ARE INTENTED. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. PEAK ROOF HEIGHT • MEAN ROOF '® (FLORIDA 'REGISTRATION YIPING WANG, P.E. PE #55983. CAN. 28677 `/ , r �Q' y SEP 2010 a = 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MEAN ROOF HEIGHT,WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT USE A ZONE MORE 5ISPEALL IN QUESTION. CONSULT IF ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. HEIGHT HEIGROOF � I I ® fl ELEVATION II a 0 �� 0 ® WALL ZONE FIGURES ISOMETRIC x s u.) t t ammimmmi. iiiaszararan, TillEZZEMEENNE1 MR AND LA T1 av�.li IMINIMMEMENIC„ IIIEN IMRE LAMMIIIMM • MOMMEMEM MINIMMAMI IMMEM MMENAMMEMEM MOM PIMMENME WOMEMMIN 4111111111111 MEM= ME JIMMEMMEWIIMMUMME MEMO= mmEmmiamammommamm Florida Storm Panels 14475 N.W. 26 Avenue • Opalocka, FL 33054.685- 9990.685 -9000 • FAX 685 -7511 ACCORDION SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the HPMA / Performance System 2" Aluminum Accordion Shutter under Product Approval number 10- 0930.12 (Previously 09- 1028.08). This letter authorizese) € /bf : Av?4,---c to use our HPMA / Performance System 2" Al ' um Accordion Shutter under number 10- 0930.12 to be used at the following job: • 15 4//2 '7/til Sincerely, Victor) .0 President OR Enrique Revilla Vice - President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 NW 26`h Avenue Opa- Locka, Florida 33054 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 vvww.miamidade.gov/building SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section 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 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " HPMA / Performance System 2 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. AD10 -28, titled " System 2 Aluminum Accordion Shutter ", sheets 1 through 10 of 10, prepared by MCY Engineering, Inc., dated May 13, 2010, last revision #1 dated September 05, 2010, signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each 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 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 & renews NOA #09- 1028.08 and consists of this page 1, evidence submitted pages E -1, E -2, E -3, E -4, & E -5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. o21Z¢ /2.cM NOA No. 10- 0930.12 Expiration Date: 04/23/2016 Approval Date: 02/24/2011 Page 1 Florida Storm Panels, Inc. 1. A. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # DRAWINGS 1. Drawing No. 01 -069, titled " HPMA / Performance System 1 sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated March sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. See Association's generic approval number 01 -0026. C. CALCULATIONS 1. See Association's generic approval number 01 -0026. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval number 01 -0026. 01- 0328.02 Accordion Shutter", 26, 2001, signed and E. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated March 22, 2001, certifying this product to meet the criteria of product tested and approved and allowing Florida Storm Panels & Accordions, Inc. to use the test results approved under Dade County Approval No. 01 -0026, signed by Mr. Jeffiy T. Robinson. 2. Acknowledgment letter by Florida Storm Panels & Accordions, Inc. dated March 22, 2001, signed by Mr. Victor V. Cruz. 3. Letter by Tilteco, Inc., dated March 27, 2001, certifying that the drawing (No. 01- 069) prepared for Florida Storm Panels & Accordions, Inc., signed and sealed by Walter A. Tillit Jr., P.E., is engineering wise identical to Hurricane Protection Manufacturers Association, Inc. generic drawing (No. 00 -120). 4. Acceptance Letter issued to Mr. Victor V. Cruz on April 16, 2001, and returned signed by Mr. Victor V. Cruz on April 16, 2001, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1203.01 A. DRAWINGS 1. Drawing No. 02 -481, titled " Performance System 1 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated October 14, 2002, last revision #1 dated October 14, 2002 signed and sealed Walter A. Tillit, Jr., P.E. E -1 e my A. Makar, P.E., M.S. BNC, Product Control Unit Supervisor NOA No. 10-0930.12 Expiration Date: 04/23/2016 Approval Date: 02/24/2011 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS I. Letter issued by Mr. Walter A. Tillit, Jr., P.E., dated December 04, 2002, stating that the only change from the previous approved drawings is general note numbers 1 and 11. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06- 0105.03 A. DRAWINGS 1. Drawing No. 05 -344, titled " Performance System 1 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated November 11, 2005, last revision #1 dated November 11, 2005, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. See Association's generic approval under 05 -0323. C. CALCULATIONS 1. See Association's generic approval under 05 -0323. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0323. F. STATEMENTS 1. Letter by Tilteco Inc., dated November 14, 2005, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certing that the drawing (No. 05 -344) prepared for Florida Storm Panels & Accordions, Inc. is engineering wise identical to HPMA 's generic drawing (No. 05 -118). 2. Acknowledgment letter by Florida Storm Panels & Accordions, Inc. dated December 14, 2005, signed and sealed by the Corporate Seal. E -2 /& elmy A. Makar, P.E., M.S. BNC, Product Control Unit Supervisor NOA No. 10-0930.12 Expiration Date: 04/23/2016 Approval Date: 02/24/2011 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #07- 0328.04 A. DRAWINGS 1. Drawing No. 07 -052, titled " Performance System 2 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated March 19, 2007, signed and sealed by Walter A. Tillit Jr., P.E., on March 21, 2007. B. TESTS 1. See Association's generic approval under 07 -2513. C. CALCULATIONS I. See Association's generic approval under 07 -2513. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Offic E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 07 -2513. F. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated March 06, 2007, certi&ing this product to meet the criteria of product tested and approved, and allowing Florida Storm Panels & Accordions, Inc. to use the test results approved under Miami Dade County Approval No. 07 -2513, signed by Mr. Henry Revilla. 2. Acknowledgment letter by Florida Storm Panels & Accordions, Inc. dated March 06, 2007, signed by Mr. Henry Revilla. 3. Letter by Tilteco Inc., dated March 21, 2007, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certiing that the drawing (No. 07 -052) prepared for Florida Storm Panels & Accordions, Inc. is engineering wise identical to HPMA's generic drawing (No. 06 -219). 4. Acceptance Letter issued to Mr. Henry Revilla on May 19, 2007 and returned signed by Mr. Henry Revilla on May 21, 2007, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed E -3 111 4■�� G/ Helmy A. Makar, P.E., M.S. BNC, Product Control Unit Supervisor NOA No. 10 -0930.12 Expiration Date: 04/23t2016 Approval Date: 02/24/2011 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #09- 1028.08 A. DRAWINGS 1. Drawing No. 09 -042, titled " Performance System 2 Accordion Shutter ", sheets 1 through 10 of 10, prepared by Tilteco, Inc., last revision #1 dated March 19, 2009, signed and sealed by Walter A. Tillit Jr., P.E., on September 23, 2009. B. TESTS I. See Association's generic approval under 09 -0645. C. CALCULATIONS 1. See Association's generic approval under 09 -0645. D. QUALITY ASSURANCE I. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association 's generic approval under 09 -0645. F. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated September 23, 2009, certfing this product to meet the criteria of product tested and approved and allowing Florida Storm Panels & Accordions, Inc. to use the test results approved under Miami Dade County Approval No. 09 -0645, signed by Mr. Henry Revilla. 2. Acknowledgment letter by Florida Storm Panels & Accordions, Inc. dated September 23, 2009, signed by Mr. Henry Revilla. 3. Letter by Tilteco Inc., dated September 23, 2009, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing (No. 09 -042) prepared for Florida Storm Panels & Accordions, Inc. is engineering wise identical to HPMA 's generic drawing (No. 09 -035). E -4 Makar, A. kar, P.E. , M.S. BNC, Product Control Unit Supervisor NOA No. 10 -0930.12 Expiration Date: 04/23/2016 Approval Date: 02/24/2011 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. NEW EVIDENCE SUBMITTED A. DRAWINGS I. Drawing No. AD10 -28, titled " System 2 Aluminum Accordion Shutter ", sheets 1 through 10 of 10, prepared by MCY Engineering, Inc., dated May 13. 2010, last revision #1 dated September 05, 2010, signed and sealed by Yiping Wang, P.E. B. TESTS 1. See Association's generic approval under 10 -0710. C. CALCULATIQNS 1. See Association's generic approval under 10 -0710. D. QUALITY ASSURANCE 1. By Miami -Dade County Building and Neighborhood Compliance Department. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 10- 0710. F. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated September 30, 2010, certifying this product to meet the criteria of product tested and approved, and allowing Florida Storm Panels, Inc. to use the test results approved under Miami Dade County Approval No. 10 -0710, signed by Mr. Henry Revilla. 2. Acknowledgment letter by Florida Storm Panels, Inc. dated February 10, 2011, signed by Mr. Henry Revilla. 3. Letter by MCY Engineering, Inc., dated February 02, 2011, signed and sealed by Yipping Wang, P.E., certifying that the drawing (No. AD10 -28) prepared for Florida Storm Panels, Inc. is engineering wise identical to HPMA 's generic drawing (No. AD10 -12). • 4. Acceptance Letter issued to Mr. Henry Revilla on February 16, 2011 and returned signed by Mr. Henry Revilla on February 24, 2011, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. E -5 L42e(r,P.E.,M.S. BNC, Product Control Unit Supervisor NOA No. 10- 0930.12 Expiration Date: 04/23/2016 Approval Date: 02/24t2011 GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE # 14 x 3", 410-HT MINIMUM SERIES W/ 135.0 ksi YIELD STRENGTH & 180 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESTER PA 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy =31.0 ksi. 4. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 6. WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE, G = 0.55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 7. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 8. BOLTS TO BE GALVANIZED OR STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH. 9. SHUTTER'S COMPONENTS ARE PATENT PENDING. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 11. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE FEMALE CENTERMATE BLADE (COMPONENT H ). ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: FLORIDA STORM PANELS, INC. OPA LOCKA, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. 12. (a) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER IS GENERIC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE PAD. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. TYPICAL ANCHORS: (SEE CHARTS FOR ANCHOR SPACING) TYPE A. 1/4" DIA. ITW TAPCON BY ITW BUILDER Fu = 120 KSI, Fy = 92 KSI INTO CONCRETE fc'=3000 PSI 1 -3/4" MIN. EMBED 2 -1/2" MIN. EDGE DISTANCE TYPE Al. INTO CONCRETE BLOCK 1 -1/4" MIN. EMBED 2 -1/2" MIN. EDGE DISTANCE TYPE B. 1/4 " -20 CALK -IN BY 'POWERS' FASTENERS INTO CONCRETE fc'=3000 PSI 7/8" MIN. EMBED 3" MIN. EDGE DISTANCE TYPE B1. INTO CONCRETE BLOCK 7/8" MIN. EMBED 3" MIN. EDGE DISTANCE TYPE C. 1/4" CRETE -FLEX SS4 MASONRY ANCHOR BY "ELCO" CONSTRUCTION PRODUCTS Fu =120 KSI, Fy = 92 KSI INTO CONCRETE fc'=3000 PSI 1 3/4" MIN. EMBED 2 1/2" MIN. EDGE DISTANCE INTO CONCRETE BLOCK 1 1/4" MIN. EMBED 21/2" MIN. EDGE DISTANCE TYPE C1. NOTES: WHEN EDGE DISTANCE EQUAL OR GREATER THAN 2" AND LESS THAN MIN. EDGE DISTANCE SPECIFIED ABOVE THE ANCHOR SPACE IN ANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY FOLLOWING REDUCTION FACTOR: ANCHOR TYPE A, & Al: REDUCTION FACTOR = 0.77 ANCHOR TYPE B & B1: REDUCTION FACTOR = 0.50 ANCHOR TYPE C & C1: REDUCTION FACTOR = 0.77 PLEASE NOTE THIS INSTALLATION ARE ONLY VALID FOR THE RESULTING ANCHOR SPACE EQUAL OR GREATER THAN 3 ". PRODUCT REVISE. D as sonaglyeng with the Florida A /o- a'3oaZ , �teo tot6 By I'LQIAflatl eontro MIAMI DADE COUNTY PIPING WANG, P.E. FLORIDA REGISTRATION PE #55983 C.A.N. 28677 SEP 27 2010 z 0 m z a. a cc U A MCY Engineering @Att.net 0 U U ( �n — 0) w -m boa a�Qu. O o NdZO °o < �n< o°° O M u. DAYS DRAWN ED PROJECT to DRAWING NO. AD10 -28 1 OF 10 ()WALL HEADER (8 INVERTED) / - 1.338" / 2.362" 7 0,- 1.043" -f 2.066" -/ .591" / / 1.191" .808" ]YP. 3.700" THRESHOLD TRACK cis 0 MALE/FEMALE PERFORATED BLADE (2)HOLES FOR 3116"0 ALUM. POP RIVETS .063" $� .875" co O fO • .906" 6 v ay BRASS NICKEL PLATED OBUTTON LOCK ±1.344" .075" 1.870" --f 075" 1.720" 0 co a © CEILING HEADER OADJUSTABLE SILL ADAPTOR a © WALL SILL 2.075". 3 .125 m 14962" 0 .710" 1.000" FLOOR SILL \L.."V SCALE : 3/8" = 1" o OPTIONAL SLOTTED 'HOLE (SEE ELEV. X/7) aL 1.500 O 90° STARTER 03 OMALE/MALE SOLID BLADE N 5116" 0 X 1" S.S.M.S 0 W/ PLASTIC KNOB LOCK -6" MIN.- OFEMALE CENTERMATE BLADE SCALE : 3/8 = 1"__ x.125" c4i N L A ()LOCKING PIN (OPTIONAL) SCALE : 3/8" = 1" COMPONENTS 180° MALE STARTER a 2.300" 1.922" sy� .324 1.028" N P 0 0 © MALE/FEMALE SOLID BLADE FLOOR SILL D 1 SCALE : 3/8" = 1" 5.069" 4.500" 3.964" 1.853" R..012(4) fa N .40 .579" 2.164" 3.107" 3.431° .324" MALE CENTERMATE BLADE SCALE : 3/8" =.1" ALUMINUM ANGLE 5" Max. AS APPLICABLE 7.000" Max. AS APPLICABLE °ALUMINUM ANGLE 3.000" .125" 1/ 11 11 1 11 1 11 1 °ALUMINUM TUBES YIPING WANG, P.E. FLORIDA REGISTRATION PE #55983 C.A.N. 28677 SEP 2 7 2010 O z MCY. Engineering @Att.net 0 0 0 0 O DATE Ds -13.2010 SCALE DRAB)! SA. PROJECT 1001 DRAWDIC x0. AD10 -.28 I2 OF 10 I MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. MAXIMUM DESIGN LOAD "Pd" (PSF) MAXIMUM SHUTTER SPAN FOR ALL SECTIONS MINIMUM SEPARATION TO GLASS (in.) ALL SECTIONS Max PANEL LENGTH L+ (ft.) Max PANEL LENGTH L- (ft.) 40 13'-2" 14' -1" 3.0 45 12=9" 14' -1" 3.0 50 12' -5" 14' -1 " 3.0 55 12' -2" 13' -5" 3.0 60 11' -11" 12' -10" 3.0 65 11'-8" 12'=4" 3.0 ' - 70 11' -5" 11' -11" 3.0 75 11' -3" 11'-6" 3.0 80 11' -1" 11' -2" 3.0 85 10' -10" 10' -10" 3.0 90 10'-6" 10`-6" 3.0 95 10' -3" 10'-3" 2.875 100 10' 10' 2.875 105 9' -9" 9' -9" 2.625 110 9'-6" 9'-6" 2.5 115 9'-4" 9'-4" 2.5 120 9' -1" 9' -1" 2.5 125 8'-10" 8' -10" 2.5 130 8'-6" 8'-6" 2.375 135 - 8' -2" 2.375 140 - 7=11" 2.375 145 - 7-7" 2.375 150 - T-4" 2.375 155 - 7-2" 2.375 160 - 6'-11" 2.375 165 - 6' -8" 2.375 170 - 6'-6" 2.375 175 - 6'-4" 2.375 180 - 6' -2" 2.375 185 - 6' 2.375 190 - 5' -10" 2.375 195 - 5'-8" 2.375 ■ ®or® SEE NOTES ON SHEET T OF 10 FOR LOCKING SPECIFICATIONS oO„oopo�► ®+®OROR@ INSTRUCTION: RG1 TOP / BOTTOM (OPTIONAL) TYPICAL ELEVATION N.T.S. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON VELOCITY, BUILDING HEIGHT, WIND ZONE USING APPLICABLY ASCE 7 STANDARD. STEP 2 CHECK SHUTTER CAPACITY FOR A GIVEN SHUTTER SPAN USING CHARTS ON SHEET 3. MAX. DESIGN LOAD FROM CHART HAS TO BE GREATER THAN DESIGN WIND LOAD FROM STEP 1. STEP 3 USING CHARTS ON SHEET 4 THRU SHEET 10 SELECT ANCHOR TYPE AND SPACING BASED ON DESIGN LOAD AND SHUTTER SPAN FOR THE ANCHOR DETAIL USED. PRODUCT REVISED as complying with the Florid Building Owe Acceptance No D ••O Exp- Y'31.'Dae 'F By 1 .. /,__ • L1 Miami Dad' Ccsol MIAMI DADE COUNTY YIPING WANG, P.E. FLORIDA REGISTRATION PE #55983 C.A.N. 28677 0 5 a MCY. Engineering@Att. net 0 0 40 0 0 v DATE SCALE DRAWN ED PROJECT 70.04 DRAWING NO. AD10- 28 3 OF 10 (;UNCKt 1 t ANGHUK5 (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED SEE SCHEDULE 7 FOR Min. SEPARATION ->f TO GLASS EXISTING GLASS.- 1- CONCRETE ANCHORS (SEE SCHEDULE) # 14 x 3" S.S. S.M.S. W/ 7/16 "8 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) #14x2"S.S. S.M.S. (Typ. ,-TOP & BOTTOM) I i3 I ■ ■I 111 2 y - J\OPTI BUSHING ONAL TOP/BOTTOM) 11 ■1 0 POURED CONCRETE REQUIRED SEE SCHEDULE FOR Min. �SEPARAT1OI( TO GLASS EXISTING GLASS. - 0 CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 0 EDGE OF SLAB IF APPLICABLE # 14 x 3" S.S. S.M.S. Wl 7116 "0 7/8" LONG NYLON BUSHING I ; (Typ. TOP & BOTTOM) 0 n l• fzi #14x2"S.S. S.M.S. (Typ. TOP & BOTTOM) o N OPTIONAL BUSHING r TOP/BOTTOM) #14 x 314" S.S. S.M.S. ® 12" O.C. E. D. POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) -- EDGE OF SLAB IF APPLICABLE WALL MOUNTING INSTALLATION CEILING & FLOOR MOUNTING INSTALLATION SECTION A SECTION B SCNE : 3i" ° 1" SORE : 3/8" ° 1" 3--I • 0 un Ilf�� ev". . CONCRETE ANCHORS (SEE SCHEDULE) OPTIONAL BUSHING TOP/BOTTOM) DGE OF SLAB IF APPLICABLE POURED CONCRETE REQUIRED FLOOR MOUNTING INSTALLATION SECTION B1. SEAM : 3/8' ° 1" POURED CONCRETE REQUIRED EDGE OF SLAB IF APPLICABLE CONCRETE ANCHORS (4 9" ON CENTER FLOOR MOUNTING INSTALLATION SECTION B2 SCALE : 3/8' " 1" x MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + MAXIMUM DESIGN LOAD "Pd"(PSF) SHUTTER SPAN "CH) SECTION A (TOP/BOTTOM) SECTION B ( TOP/BOTTOM) B1 (BOTTOM) SUBSTRATE CONCRETE SUBSTRATE BLOCK SUBSTRATE CONCRETE ANCHOR TYPE A ANCHOR TYPE B ANCHOR TYPE C ANCHOR TYPE At ANCHOR TYPE Bt ANCHOR TYPE Ct ANCHOR TYPE A ANCHOR TYPE B ANCHOR TYPE C 60 60" 9 9 9 4.5 4 7 6 6 6 78 9 9 9 3.5 3 5.5 6 6 6 Cr-- 8 7.5 8 - 4.5 C6� 6 6 6 6 6.5 3.5 6 6 6 144" 5 5 5.5 - 3 6 6 6 154" 5 4.5 5 _ - 6 6 6 65 60" 9 9 9 4 3.5 6.5 6 6 6 78 9 8.5 9 3 - 5 6 6 6 96 7 7.5 - 4 6. 6 6 120" 5.5 5.5 6 - - 3 6 6 6 148" 4.5 4.5 4.5 _ - 6 5.5 70 60" 9 9 9 4 3.5 6 6 6 6 78 8 8 8.5 3 4.5 6 6 6 96 6.5 6.5 7 - - 3.5 6 6 6 120" . 5.5 5 5.5 - - 3 6 6 6 143" 4.5 4.5 4.5 - _ 5.5 5.5 6 80 60" 9 9 9 3.5 3 5 6 6 78 7 7 7.5 4 6 6 6 96 6 5.5 6 - 3 6 6 6 120" 4.5 4.5 5 - - - g 6 6 134" 4 4 4.5 - - 5.5 5 6 100 60" 7.5 7.5 8 4 6 6 6 78 5.5 5.5 6 - _ 3 6 6 6 96 4.5 4.5 5 - 6 6 6 120" 3.5 3.5 4 - 5 4.5 6 195 60" 3.5 3.5 4 - 5 4.5 6 66" 3.5 3 3.5 - - - - 4.5 4 5.5 PRODUCT REVISED as complying with the Florida Binlding Code Acceptance No O -O 7.9 DateO MIAMI DADE COUNTY YIPING WANG. P.E. FLORIDA REGISTRATION PE #55983 C.A.N. 28677 *f/ SEP 2 7 2010 z 0 0 z MCY. Engineering @Att. net www.MCYEngineering.com DATE 0313-1010 SCALE DRAWN ED PROJECT 1804 DRAWING NO. AD10 -28 4 OF 10 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) ffQ 1/4" 0- 20x3/4" S.S. BOLTS W/ NUT & WASHER @ 9" O.C. OR #14 x 3/4" S.M.S. @9" O.C. 1" Min. i # 14 x 3" S.S. S.M.S. W/ 7116"0 x • 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) s 1 s #14x2 "S.S. S.M.S. (Typ. TOP & BOTTOM) EXISTING GLASS. SEE SCHEDULE ge-- FOR Min. SEPARATION TO GLASS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 "Min. 1/4" 0- 20x3/4" S.S. BOLTS W/ NUT & WASHER @ 9" O.C. OR #14 x 3/4" S.M.S. (gi 9" O.C. CONCRETE ANCHORS (SEE SCHEDULE) RG1 OPTIONAL BUSHING TOP/BOTTOM) BUILD -OUT INSTALLATION SECTION C POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + MAXIMUM DESIGN LOAD "Pd' (P$(7 SHUTTER SPAN INCH) SECTION C TOP/BOTTOM SECTION C1 BOTTOM SUBSTRATE CONCRETE SUBSTRATE BLOCK SUBSTRATE CONCRETE SUBSTRATE BLOCK ANCHOR TYPE A ANCHOR TYPE 8 ANCHOR TYPE C ANCHOR TYPE Al ANCHOR TYPE B1 ANCHOR TYPE C1 ANCHOR TYPE A ANCHOR TYPE B ANCHOR TYPE C ANCHOR TYPE Al ANCHOR TYPE 81 ANCHOR TYPE C1 60 60" 6 6 6 6 5.5 6 6 6 6 6 6 6 78" 6 6 6 5 4.5 6 6 6 6 5.5 4.5 6 96" 6 6 6 4 3.5 6 6 6 6 4.5 4 6 120" 6 6 6 3 5 6 6 6 3.5 3 5.5 144" 6 6 6 4 6 6 6 4.5 154" 6 6 6 4 6 6 6 4 65 60" 6 6 6 6 5. 6 6 6 6 5.5 6 78 6 6 6 4.5 4 6 6 6 5 4.5 6 96 6 6 6 ' 3.5 3 5.5 6 6 6 4 3.5 6 120" 6 6 6 3 4.5 6 6 .6 3 5 148" 6 6 6 3.5 6 6 6 - 4 70 60" 6 6 6 5.5 5 8.5 6 6 6 6 5.5 6 78 6 6 6. 4 3.5 6.5 6 6 6 4.5 4 6 96 6 6 6 3.5 3 5.5 6 6 6 3.5 3 6 120" 6 6 6 4 6 6 6 3 4.5 143" 6 6 6 3.5 6 6 6 4 80 60" 6 6 6 4.5 4 7.5 6 6 6 5 4.5 6 78 6 6 6 15 3 5.5 6 6 6 4 3.5 6 96 6 6 6 3 '. 4.5 6 6 6 3 3 5 120" 6 6 6 - 3.5 6 6 6 4 134" 6 5.5 6 3 6 6 6 3.5 100 60" 6 6 3.5 3.5 6 6 6 6 4 ' 3:5 6 78 6 6 3 4.5 6 6 6 3 5 96 6 6 3.5 6 6 6 4 120" 5 5 5.5 3 5 5.5 6 3 195 60" 5 5 5.5 3 5 5.5 6 - 3 66" 4.5 4.5 5 - 5 5 5.5 3 OPTIONAL BUSHING "•b-,-.4 TOPBOTTOM) CONCRETE ANCHORS (SEE SCHEDULE) #14 x 3/4" S.M.S. @ 12" O.C. 1/4" 0- 20x3/4" S.S. BOLTS W/ NUT & WASHER @ 9" O.C. OR #14 x 3/4" S.M.S. @ 9" O.C. BUILD -OUT INSTALLATION SECTION C1 PRODUCT REVISED as Complying wait& the Florida Building Code Acept8nce Noi0 0 30.12, Date a /� MIAMI DADE COUNTY YIPING WANG, P.E. FLORIDA REGISTRATION PE #55983 C.A.N. 28677 J 7 SEP 27 210 z 0 S a 0 a. e. U 0 Q go Q MCY. Engineering ®Att. net www.MCYEngineering.com DATE "sasa0+0 SCALE DRAWN • ED PROJECT 1006 DRAWING NO. AD1O -28 5 OF 10 ANCHORS AT TUBE END SEE CHART BELOW SEE SCHEDULE FOR Min. SEPARATION TO GLASS ALUM. TUBES SEE CHART ON RIGHT #14 SELF DRILLING SCREW © 6" O.C. TYP. tlL OPTIONAL BUSHING TOP/BOTTOM) 1" Min. 1/4" 0- 20x3/4" S.S. BOLTS W / NUT & WASHER @9"O.C. OR #14 x 3/4" S.M.S. @ 9" 0.C. CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ALUM. TUBE SIZE OPEN'G WIDTH MAX. HEIGHT DESIGN LOAD (PSF) ANCHOR TYPE "A" ANCHOR TYPE "C" 2"x2"x1/8" 42" 88" 65 65 2"x3"x1/8" 60" 88" 65 65 2"x4"x1/8" 78" 88" 57.3 62 78" 84" 60 65 78" . 77" 65 65 NOTCHED OPTIONAL POSITION BUILD -OUT INSTALLATION SECTION M MAX. DESIGN LOAD FOR TUBE SIZES & ANCHOR TYPE USED SEE CHART ABOVE 3 TYP. ' are PTIONAL: FOR ANCHOR INTO GROUT FILLED CONCRETE BLOCK fcm' = >1500 PSI USE (2) - 3/8" KWIK- BOLT 21/2" MIN. EMBED INTO CONCRETE BLOCK 4" MIN. EDGE DIST. AND 4" SPACING. MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + MAXIMUM DESIGN LOAD "Pd" (PSF) SHUTTER SPAN ONcHl SECTION.M BOTTOM SUBSTRATE CONCRETE ANCHOR SPACING (In.) ANCHOR TYPE A ANCHOR TYPE C 65 60" 8.5 9 72" 7 7.5 84" 6 6.5 88" 5.5 6 F. ALUM. TUBE OR ANGLE ALUM. TUBE OR ANGLE *TOP / BOTTOM (OPTIONAL) PRODUCT REVISED as complying with the Florida Building Code olO -0YO Ii E.xpie ioa D - 'f Oig Control MIAMI DADE COUNTY YIPING WANG, P.E. FLORIDA REGISTRATION PE #55983 C.A.N. 28677 / /77 SEP 2 7 2110 0) z 0 w DESCRIPTION H MC Y. Engineering @Att. net DATE 05.132141 SCALE DRAWN ED PROJECT 1006 DRAWING NO. AD10 -28 6 OF 10 MAX. WIDTH SHUTTER OPEN'G WIDTH IR ,-, dir \-r1 1v 1 1 V.1 • VI flI 1 1 ,VV IVIIV\.) • ALUM. TUBE OR ANGLE *TOP / BOTTOM (OPTIONAL) PRODUCT REVISED as complying with the Florida Building Code olO -0YO Ii E.xpie ioa D - 'f Oig Control MIAMI DADE COUNTY YIPING WANG, P.E. FLORIDA REGISTRATION PE #55983 C.A.N. 28677 / /77 SEP 2 7 2110 0) z 0 w DESCRIPTION H MC Y. Engineering @Att. net DATE 05.132141 SCALE DRAWN ED PROJECT 1006 DRAWING NO. AD10 -28 6 OF 10 CONCRETE ANCHORS @1a•o.c. POURED OONCTRE7E REQUIRED 3S6 HOLE FOR LOCKING PW AT — STAGING POSITION (LOCATION VARIES) 3180 HOLE FOR LOCKING PIN AT STACKING POSITION (LOCATION VARIES) SECTION D sc4LE: 3rar (SEE NOTES) OPEN OPTIONAL SLOTTED HOLE FOR HANDLE AT MJOSPAN Or 0 (SEE NOTES) SECTION E SCALE :3V r OPSY OPTIONAL SLoTTED FOR HANDLE AT3 MDSPAN (SEE NOTES) OPEN OPTIONAL SLOTTED HOLE FOR HANDLE AT3 MDSPAN SECTION 01 (& MULTIPLE SHUTTERS) K (OPTIONAL) SCME:3+6'a r rxrx.125" ALUMINUM TUBE 010 x3/4' S. S. S. M. S. OR 3/18" 0 Alum POP RIVETS 0 1r o. C. (Typ.) r xr x .125" ALUMINUM TUBE Or � (SEE NOTES) 0 U 1IL,L OPEN. OPTIONAL SLOTm AT3 JF23R HANDLE ■� rxVx.00? i ! Cont. Alum ANGLE ...,.] Alum POP RIVETS fa Cont. Alm/. ANGLE NOTE: SECTIONS SHOSW CAN SECOURSED TO NATANT INSTALLA7IObi SECTION El SCALE :38"= r Or 0 (SEE NOTES) OPEN OPTIONAL SLOTTED HOLE FOR HANDLE AT3 MSTSPAN C (SEE NOTES) OPEN OPTIONAL SLOTTED HOLE FOR HANDLE AT3 MIDSPAN POURED CONCRETE REQUIRED CONCRETE ANCHORS ® 180.C. 010x 314' S. M. S. OR 3/160 ALUM. POP RIVET @ 18" O. C. 1"xl- OR 1"/Q- OR 1 1/2" x1 Dr OR 1 1/2"xrOR2 xrORrx3'ORrx 4' OR r x S' x .055' Min. THICK Alum. ANGLE CONCRETE ANCHORS (CO tro.c. POURED CONCRETE REQUIRED ONE SIDED SECTION : END CONNECTION DETAIL SCALE :3!" =1" rxrx.125- ALUMINUM TUBE (4)3116' Alum POP RIVETS CR10/4xSir S M: S (7yp.) 1' x 1"x.082 Cont. Alum. ANGLE 01OX3W "S. B. S. M. S. OR 31W0 Alien POP RIVETS Q 18' O. C. (Typ.) SECTION E2 SCALE :3Ar 1' 4 -x 1 "x.o6r COAL Alum ANGLE rxrx.125- OR 3"x3' x.090" Alum TUBE POST (6003 -T6 ALLOY) �vr 4/4414e CONCRETE ANCHORS *4°W° EDGE OFSLtB • GRIND SMOOTH EDGE ALL AROUND MOTES FOR LOCKING CF O& & ® 1-PUSH BOTTOM LOCK QMAY BE USED FOR INSTALLATIONS SECURED FROM THE OUTSIDE OR INSIDE OF SHUTTER. WHEN INSTALLING JQFROM THE OUTSIDE, A 7/8"0 HOLE SHALL BE DRILLED AT ®AND OMUST BE RIVETED FROM THE BACK OF © TO THE FRONT W/ (2)3/16"0 ALUM. POP RIVETS. A 318"0 HOLE MUST THEN BE DRILLED AT Q TO ALLOW FOR J( S PIN TO PASS THRU. WHEN INSTALLING QFROM THE INSIDE, QMUST BE RIVETED TO ® W/(2)3/16"0 ALUM. POP RIVETS. A 318"0 HOLE MUST THEN BE GRILLED THRU ®AND ® TO ALLOW FOR OS PIN TO PASS THRU. 2- 5/16"x1' LOCK ® MAY BE USED ALTERNATIVELY TO QLOCK FOR INSTALLATIONS SECURED FROM THE OUTSIDE OR INSIDE OF SHUTTER. IN THIS CASE, A 5/16"0 HOLE SHALL BE DRILLED THRU ® AND ®. HOLE DRILLED TO © SHALL BE TAPPED TO ACCEPT 18 THREADS PER INCH MACHINE SCREW. 1"x1" OR 1'S1"OR 112'x1112'OR 1 1,rxr OR rx 2' OR 2' x3.OR rx 4' OR rx 5'x'.055'Mn. THICK Alum. ANGLE OPTIONAL SLOTTED HOLE TO BE COVERED YV/ NYLON CAP AT THE THE SHUTTER IS CLOSED AT HURRICANE POUmON. rxrx .12rx TUBES' SIZE ALUM. ANGLE (2 REQUIRED) EA. ANGLE ISOMETRIC (CORNER POST) (Typ. AT TOP & BOTTOM SLABS) 010 x 3/4' S. M. S. OR 3/160 ALUM. POP RIVET O 1r 0. C. ' CONCRETE ANCHORS 9'o. c. POURED CONCRETE REQUIRED ALTERNATE CLOSURE DETAIL W / 0 O 0) ELEVATION X 07 NYLON CAP DETAIL YIPING WANG, P.E. FLORIDA REGISTRATION PE #55983 C.A.N. 28677 SEP 272 z 0 0) a z 0 00 U z s 8 8 a v Zy 1- Zti wZ ci Z V WP- 0 V) 2. tn Z Z Z"' W CO V 0 rn, 8 MCY. EngineeringeAtt. net DATE 06134010 SCALE DRAWN EA PROJECT 1004 DRAWING N0. AD10 -28 7 OF 10 RC) J®ORJ1 SEE NOTES ON SHEET 7 OF 10 FOR LOCKING SPECIFICATIONS ©OR ©OR © + O OR I 0R@ TOP /BOTTOM (OPTIONAL) TYPICAL ELEVATION TYPICAL SHUTTER PLAN 1. GENERAL LIMITATIONS AND CONDISTIONS OF USE FOR G OR G1 BLADE.A000RDIAN SHUTTER SYSTEM WORKING IN UNISON WITH G' BLADES. MAXIMUM SHUTTER SPAN AND PRESSURE RATING, MAXIMUM ANCHOR SPACING AND MINIMUM SEPARATION TO GLASS FOR G' AND 01' WORKING IN UNISON WITH G AND 01 ARE AS PER SCHEDULES ON SHEET 3, 4, 5 & 9. 2. MAXIMUM PERFORATION AREA AT 0', 01' IS :1- 2.625" x 6.28° AND MUST BE LOCATED WITHIN THE CENTRAL 50% OF THE BLADE SPAN. PERFORATED BLADES G, G1 MUST BE SOLID AT THE TOP AND BOTTOM 25% OF BLADES SPAN. 3. PERFORATED BLADES G', G1' SHALL BE INSTALLED AT EVERY OTHER BLADE (FREQUENCY). 4. CENTERMATES H, H1 MUST ALWAYS BE ACCOMPANIED BY TWO SOLID BLADES G, G1 AT EITHER SIDE OF EACH CENTERMATE. 5. STARTERS AND CENTERMATES MUST BE ALWAYS SOUD. 6. STARTERS CONNECTION TO EXISTING BUILDING OR TO END /CORNER TUBES MUST BE AS PER DETAILS INDICATED ON SHEET 7. SECTION S -S THRU G MALE /FEMALE BLADE 2.5/8" 00000 -a „. 000•00• 000 ►0.04 000•0... 0000 ►' %0• 00000000 000000000 00000000 000.000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 000000000 TYPICAL G' PERFORATED BLADE ELEVATION. Osa N m 0 DESCRIPTION 0 0 z • PRODUCT REVISED as complying with tie mod; Building Code Acceptance NO 0- 0130 -12 Exi►iratjo Date .:!..,i4 E..• J� YIPING WANG. P.E. FLORIDA REGISTRATION PE #55983 C.A.N. 28677 MIAMI DADE COUNTY SEP 2 7 2010 — MCY. Engineering@Att. net aU CID t 4, 0 w co z O 0 Q 2 z 0 N 2 49 u, LLco Fes' DATE 0E13-E310 SCALE DRAWN ED PROJECT 1004 DRAWING NO. AD10— 28 8OF10 1/4" 0 TTWTAPCON 0 31/2" O.C. TYP. W 1 3/4* MIN. EMBEDMENT BEYOND ANY SLAB FINISH SPECIAL HI- PRESSURE RATING FOR FLOOR TO CEILING INSTALLATIONS W/ B', C', D' TRACKS & BLADES G2, G2A 1/4" 0 ITW TAPCON 1 1/4" EMBEDMENT @ 18- 0. C. POURED CONCRETE REQUIRED POURED CONCRETE REQUIRED 1Y.F_ OF SLAB IF APPLICABLE 814x3" S.S. S.M.S. W 7/170 x 718" LONG NYLON BUSHING (Typ. TOP) 814 x 2" S.S. S.M.S. (Typ. TOP & BOTTOM) tu0 N D.' v � N EXISTING - GLASS. 0 2 rjrAervAtir 1/4" 0 1T W TAPCON Q 4 112* r ' O.C. W 1314" MIN. EMBEDMENT BEYOND ANY S1AB FINISH 814x3/4"S.S. S.M.S. 0 41/2" O.C. -- EDGE OF SLAB 1FAPPUCABLE POURED CONCRETE REQUIRED CEILING & FLOOR MOUNTING INSTALLATION SECTION F WILE : yr • r 114" 011W TAPCON 1 1/4" EMBEDMENT 018" O. C. 814 x 3/4' S. M. S. OR 3/16 0 ALUM. POP RIVET 09" O. C. 15c1" OR 1'x2* OR 1 1/2" x 1 1/2" OR 11/*.x7OR7x7OR7x 3" OR 2"x4 "OR2"x5*x.055" Min. THICK Alum. ANGLE 3/70 HOLE FOR LOCKING PIN AT STACKING POSITION (LOCATION VARIES) (SEE NOTES) OPEN OPTIONAL SLOTTED HOLE FOR HANDLE AT t M83SPAN SECTION G -G 2.003* To 2.818" .526" .951' �, .526* as r 1 _4'22. .090" 2030" — * a .090" m .757" 4.033' B' HEAVY DUTY CEIUNG HEADER - 1N3-IS AWN 0 HEAVY DUTY ADJUSTABLE SILL ADAPTOR WaaE :yr -r G' .324" HEAVY DUTY SILL $063-11 ILL& 4.500* 3.964* 1.853* dva 7 N v is rZs .M2(4) �' s rgt(0 4v MALE/FEMALE SOLID BLADE 5.000" 4.500* # 541 4, 1TT '11' oi d MALE/MALE SOLID BLADE 11013-a ALM COMPONENTS 1 TCPI BOTTOM menonlat.) TYPICAL ELEVATION WITH G2 AND G2A SOLID BLADE HEAVY DUTY SYSTEM DESIGN LOAD: MAX Pd = + 120.0 psf - 938.7 psf PR.ODUCF REVISED as oonipiying with the Florida Bonding Code Act No/ Expiration Das- • 2. ,6 i i As :1;11( Dade --41 1'r+ UTAUI nenF rni may YIPING WANG. P.E. FLORIDA REGISTRATION PE /55983 C.A.N. 28677 SEP 27 2010 z 0 i✓ 0 Q 1 0. 0 z MCY. Engineering @Att. net WWW. MCYEngineering. com DATE 410412010 SCALE DRAWN ED PROJECT DRAWING NO. AD10 - 28 1 9 OF 10 1/4" 0 LAG SCREWS @6 "O.C.W /11/2" Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE # 14 x 3" S.S. S.M.S. W/ 7/16" 0 x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) EXISTINe GLASS. WOOD HEADE REQUIRED SEE SCHEDULE OR Min. SEPARATION TO GLASS ALTERNATIVE 1 # 14 x 2" S.S. S.M.S. (Typ. TOP & BOTTOM) 2 "x 4" WOOD PLATE REQUIRED. � ar at w J 5m 16 �a gz OPTIONAL BUSHING (TOP/BOTTOM) 1/4" 0 LAG SCREWS @6"O.C.W/11/2" Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE 1" Min. ifiil�t� I Q EXISTING GLASS. EXISTING GLASS. 1/4" LAG SCREWS @ 6" O.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE WOOD STUD @ 24 O.C. MAX. REQUIRED. ALTERNATIVE 2 1/4" 0 LAG SCREWS @ 6" O.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE 1/4" 0- 20x3/4" S.S. BOLTS W/ NUT & WASHER @ 9" O.C. 1" Min. # 14 x 3" S.S. S.M.S. W/ 7/16" 0 x 7/8" WOOD HEADER REQUIRED SEE SCHEDULE —0 oR G1 FOR Min. SEPARATION /- TO GLASS ALTERNATIVE 5 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS A SCALE: 1/4 " =1" INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS WOOD HEADER REQUIRED SEE SCHEDULE FOR Min. SEPARATION --t TO GLASS ALTERNATIVE 3 2'k 4" WOOD PLATE REQUIRED. 1/4" 0- 20x3/4" S.S. BOLTS W /NUT &WASHER @9 "O. # 14 x 3" S.S. S.M.S. W/ 7/16" 0 x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) #14x2 "S.S. S.M.S. (Typ. TOP & BOTTOM) -- Gt�oR G1 O 1 •'k Pm. � f! I h:n1UpPI�UpP1.l I baiai EXISTI GLASS. LONG NYLON BUSHING (Typ. TOP & BOTTOM) # 14 x 2" S.S. S.M.S. (Typ. TOP & BOTTOM) 2 "x 4" WOOD PLATE REQUIRED. ea OPTIONAL BUSHING EXISTI 1/4" 0 SELF DRILLING SCREW (GRADE 5) @ 6" O.C. WOOD TRUSSES OR RAFTER @ 24" 0.C. REQUIRED 1" x 4" x 1/8" (Min.) 6063 -T6 Alum. TUBE W/ (3) 5/16" 0x4" LONG "ELCO" ULTRACON TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 21/2" Min. THREADED PENETRATION. # 14 x 3" S.S. S.M.S. W/ 7/16" 0 x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) EXISTING_ GLASS. S FOR #14x2 "S.S. S.M.S. (Typ. TOP & BOTTOM) ALTERNATIVE 1 SEE SCHEDULE FOR Min. (TOP/BOTTOM) GLASS. 1" Min. 1/4" 0- 20x3/4" S.S. BOLTS W/ NUT & WASHER @ 9" O.C. OR #14 x3/4" S.M.S. @ 9" O.C. 1/4" LAG SCREWS @ 6" O.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE ALTERNATIVE 4 SEE SCHEDULE F ' R Min. SEPARATIO TO GLASS I 1r 1 011 01,1,1 I� I ll;AI i Min. 1/4" 0- 20x3/4" S.S.BOLTS W/ NUT & WASHER @ 9" O.C. OR #14 x 3/4" S.M.S. @ 9" O.C. # 14x2" S.S. S.M.S. OPTIONAL BUSHING 1/4" LAG SCREWS @ 6" O.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE ALTERNATIVE 2 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS. B SCALE: 1/4 " =1" #14 x 3/4" S.S. S.M.S. @ 12" O.C. SEE SCHEDULE FOR 0 w a z 0 H a a U 0 U a 1 OPTIONAL BUSHING (TOP/BOTTOM) #14x3/4" S.M.S. @ 12" O.C. 1/4" 0 LAG SCREWS © 6" O.C. W/1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD DECK 2" x 6" WOOD DECK REQUIRED (NO FINISH ALLOWED) ALTERNATIVE 3 2" x 6" WOOD DECK REQUIRED (NO FINISH ALLOWED) NOTE: WALUFLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN WIND LOADS LESS THAN OR EQUAL TO 75 p.s.f. AND 9' -0" Max. SHUTTER SPAN. 2. FOR NEW. WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 1/4" LAG SCREWS @ 6" O.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE ALTERNATIVE 6 PRODUCT REViSED as complying g with the rim Building Code Accepts No j O - 0 0./2.. Expiration Des: # /6 PIPING WANG, P.E. FLORIDA REGISTRATION PE #55983 C.A.N. 28677 X/71//9 SEP 01 MCY.Engineering@Att.net 0 0 m 0 0 v To- DATE 05-13 ,2410 SCALE DRAWN FD PROJECT , DRAWING NO. AD10 -28 10 OF 10 1