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WS-14-2603%J GQ ► TA/lia m.i Shores Village Buildin cb Department 10050 N.E.2nd Avenue, Miami Shores, Florida 331.38 Tel: (305) 795.2204 Fax: (305) 756.5972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT .A.PPLI:CATTO FBCM o� Permit No. .l .faster Permit No Permit Type:(BUILDIN ROOFING JOB ADDRESS: aim '�h h) G40t—=7 _ City: Miami �Slbores f County: Miami Dade Zip: `'� 31 .39 Folio/Parcel.-Al 3 d� �o �)I `C 10 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): /'�`f�` Ctc Address a� 1!V j ' j �� City:.H10_M r :7Y7®/C S State: �� --zip: .330c? Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Y11,(w � S Q l� �( Y t M! in P Phone#: 3 1 31W Address: _ f .01,1 N4) � City: 0 (14 — L at&, State: �� Zip: P QualifierName: e' rY►'\- u to T Phone#:i 0 State Certification or Registration #: GOC_ A5-21 76,:P— Certificate of Competency #: _ Contact Phone.:,Vo*7— %T — / Q% Email Address: DESIGNER: Architect/Engineer. Phone#: ,o. -Value of Work for this Permit!' Snuare/Linear Footage of Work: Type of Work: QAddition Alteration UNew 13Repair/Replace ❑Demolition Deserlption of Work'��If l�� t a /1fS SbzzEMl a I z ©ta o7flS Color thru tile: Submittal Fee Permit Fee $ Q'—)o • 06 CCF $ CO/Cc $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural RLvlew $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE S.2& L4- 0 Sot;ding Cornpany's Name (if applicable) Bonding Coinpany's Address City State Mort;age Lender's Name {if applicable) Mortgage Lender's Address City State Zip zip Application is hereby made to obtain a permit to do tine work and installations as indicated. I certify, that no worlt or insm1lation has commenced prior to lite -i'sitiance of a permit and that all work v;iil ' be performed' to meet the standards of all laws' regtilatin 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. "WARN'ING TO OVVNER: YOUR FAILURE TO RECORD A NOTICE OF CO1t1GMENCEMENT MAY RESULT IN YOUR PAYING T`%qCE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENV 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 properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be Osted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence f h posted notice, the inspection will at he approved and a reinspection fee will be charged. Signatu Signature Owner or Agent Contractor 99® The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this& day of C , 20 4, by f &j& - CK SMnTH day of .20 Z�(, by 0902 ci�� !C� who ispersonall r nown to me or who has produced. '�f�- who is personally know me or who has produced �^ As identification and w?io did take an oath. as identification and who did take an oath. NOTARY PUBLIC: My APPROVED BY ZOILA R. MIRANDA MV COMMASSION 4 EE 155207 EXPIRES: Oece;Oer 21, 2#16 9rnrded TintNutary Public Und'er0ers ( L/ t /C Plans Examiner Structural Review (Revised 3/I242012)(Revised 07110/07)(Revised 06/)012009)(Revised 3/15/09) NOTARY PUBLIC: f Si Pri My Co } ttj�xpireIN lg*.° ;•: M (Q ,51u' i EC 155207 n� EXPIR& 9nndod T h u Nurary Public Wemiiters Lads�hhfi' C�ntNcBh�# Zoning Clerk !� C�RTIMATE OF LIABILITY INSURAN� DATE(MMIDDIYYYY) - 10/07/2014 Ti :.. r_RTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHT b ' N THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE OOV RAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN T ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. IfAUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policiesmay require an endorsement. A statement on thl4artificate does not confer rights to the holder In lieu of such endorsement(s). _certificate PRODUCER _ - - ASA Underwriters, Inc. 8778 S.W. 8th St CONTAOT PABLO M CON : N ME: PHONE 305-220-744 '2 FAX No; 305-220-4821 ADoRess: me@aaunderw)'ters.bom INSURER SAF OR' NG COVERAGE NAIC # Mit-ami, Fi 33174 INSURERA: Scottsdale InSurb c Corrip any 41297 INSURED INSURER B CH OCCURRENCE INSURERC: ° E o� rr nine S'tormwise South F Inc and Stormwise Hurricane Prbtection INSURER D : �I SIS -MADE OCCUR wsuRER E : x 13015 NW 45 Ave Opa Locka FI 33054 INSURER F ED EkP An one erso i " v+�a�,u-wr—v - ...........,...-,..-.......,,.rte.,. -... THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE. LISTED BELOW HAVE BEEN ISSUED TO THE INS URO O NAMED ABOVE FOR THE POLICY PERIOD ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHt=F, bbCUMENT WITH RESPECT TO WHICH THIS INDICATED. NOTWITHSTANDING CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBE HERLIN IS SUBJECT TO ALL THE TERMS, EX(" USIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS; i IN5R- LTR TYPE OF INSURANCE AD POLICY NUMBER PDLICY EFF DD POLICY E P M1DD I UMI73 !_ _ Y,-Opq;d,ERCIALGENERALLIABILITY '. i. CH OCCURRENCE $ 1,000,000 ° E o� rr nine $ 100,000 �I SIS -MADE OCCUR 04/04/2014 i 04/04/201!5 ED EkP An one erso i $ 5 000 A CPS;1975426 'i i ERSCINAL & ADV INJURY $ 1,000,000 GEN'LAGGREGATELIMITAPPLIESPER: ENERALAGGREGATE $ 2,000,000 "` RODUCTS-COMP/OPAGG $ 2,000,000 POLICY jEO 1:1 LOC OTHER: Ea eBlideOt) SINGLE LIMY $ AUTOMOBILE LIABILITY !,:" 0DILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS 0DILY INJURY (Per accident) $ NON OWNED , ROPERTY DAMAGE • P ac d $ HIRED AUTOS AUTOS I $ UMBRELLA LIABOCCUR CH OCCURRENCE $ GGREGATE $ EXCESS LIAB CLAIMS -MADE --JH 4 $ DED RETENTION P R 0TH -R WORKERS COMPENSATIONFg STATUTE E EACH ACCIDENT $ AND EMPLOYERS' LIABILITY Y114 ANY PROPRIETOR/PARTNER/EXECUTIVE:'E.L. OFFIC ER/MEIvIBER EXCLUDED? N 1 A (Mandatory in NH) i E.L. DISEASE -EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ It S es, dsscr be under DESCRIPTION OF OPERATIONS below :I � i DESCRIPTION Or OPERATIONS! LOCATIONS /VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is fequl' d) STORM SHUTTERS SALES, ASSEMBLY, INSTALLATION AND WINDa1IV; S�L CERTIFICATE HOLDER (CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE � SCRIBED POLICIES BE CANCELLED BEFORE Building pepartment I THE EXPIRATION DATE fi REOF, NOTICE WILL BE DELIVERED IN DOJO N.E. Avenue ACCORDANCE WITH THE TOL Y PROVISIONS. q Miami Shores, FL 33135AUTHORIZED REPRESENTATIVE I ©1968-2013 AG` RD CORPORATION. All rights reserved. ACORD 25 (2013104) The ACORD name and logo are registered marks of ACOR4 . Rp 'CERTIFICATE OF LIABILITY INSURANC� DATE (MWDOAMY) 10/06/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGH S ll ON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE lCb.. RAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF, INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEO Tl;E ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTI ICATE HOLDER. IMPORTANT: If the certificate ho derJs an ADDITIONAL INSURED, the pollcy(ies) must be endors d! SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement onithl certl#Icate does not confer rights to the cert:{icats holder In lieu of such endorsement(s). w r•RODUCER Emmanuel In; urance & Associates, Inc. 2370E 8TH Ab HIALEAH FL 33013-4236 NAME: Joel Sanchez PHONE 305 693-0003 `n (305) 691-4381 ttAC�C� No Ext : ( ) AIC, No NAIL sarai emmanuelintura ce.com ADDRESS: INSURER(S) AFFORDING COVERAGE NAIL INSURERA: Ascendant Commercla);`Insurance Inc. 13683 INSURED - STORMWISE HURRICANE PROTECTION LLC CAMILO DIAZ/ENIS GASCON 13015 NW 45 AVENUE, OPA LOCKA;FL 33054 CGC1611342 INSURER e s d _ COMMERCIAL GENERAL LIABILITY INSURERC: ? iNSURERD: !; INSURER E: CH OCCURRENCE INSURER F': I L, v THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURE NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER D. CUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCR BEWHEREIN IS SUBJECT TO ALL THE TERMS, 'LUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.AMIL Tfj.�!: LTR TYPE OF IPISURAlaGE 1 8 5 WYD POLICY NUMBER POLICY FF MM/DDIYYYY MM/DD LIMITS _ COMMERCIAL GENERAL LIABILITY CH OCCURRENCE $ CLAIMS -MADE F OCCUR i i ENT EMIS S Ea occurrence $ D EXP (Any one person) $ RSONAL & ADV INJURY $ j G�E1N'LAGGREGATE LIMIT APPLIES PER NE 'LAGGREGATE $ ODU'TS-COMPIOPAGG $ I POLICY F,PRO ❑ LOC I $ —_-; JECT OTI IER:B114 - - DSINGLELImrr =, $ AUTOMODILE LIABILITY INJURY (Per person) $ ANY AU ALL OWNED SCHEDULED 9DOILY INJURY (Per accident) $ AUTOS MON-OWNED 4 OfTenlvrlAt;�— erac GdY7rA $ HIRED AUTOS AUTOS is $ CH OCCURRENCE $ UMBRELLA LIAR OCCUR EXCESS LIAR HCLAIMS-MADE I YGGREbATE $ $ DED RETENTION$ WORKERS COMPENSATION I STATUTE ER ' EACH ^H ACCIDENT $ 1,000,000.00 AND EMPLOYERS'LIASILITY YIN Mi:,!'-1CFRfMEMBEREXCLUDED? ' "'Y PROPRIETOR/PARTNEPJEXECUTIVE ❑ N / A WC -65608-0 ' 07/18/2014 07/18/2015 •L. It' L. DISEASE - EA EMPLOYEE $ 1,000;o00.0O (endalory In NH) DES�RIPTiON OF OPERATIONS below I L. DISEASE -POLICY LIMIT $ 1,000,000.00 iYr 1£{ DESCRIPTION of OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached Ir more space Is requirq�l Sheet Metal Awning Work, Intallation Service. Any Changes or alterations Done to this document after being issued shall constitute it null and void. I i GL-.K1ll-JUap. rtvt,ucr2 - Village of Miami Shores SHOULD ANY OF THE ABOVE, DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THbEOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. P Building Department 10050 N.E. 2 Avenue AUTHORIZED REPRESENTATIVE {g i Miami Shores, FL 33138 sRrGi.{/ �(,yta, �a-- �nno -Ai Mn r nPPr1RATInN. All rlclhtr reserved. iGCRp 25 (201410'1) The ACORD name and logo are registered marks of ACRD' f yi7 i • � I I�j 7 I;- • jn_ Local Business Tax Receipt Miami -Dade County, State of Florida —THIS IS NOTA BILL — DO NOT PAY I 7176218 _ BUSINP-88 NAME/LOCATION ! RECEIPT NO. EXPIRES STORMWISE HURRICANE NEW BUSINESS SEPTEMBLR 30, 2015 PROTECTION LLC 7456028 Must be displaye�"Iat place of business 13015 NW 45 AVE 'PursuenttbjCounty Code OPA LOCKA, FL 33054 Chap er, 8- Art.: 9 & 10 i SEC. TYPE OF BUSINESS {: WNER PAYN[ENT RECEIVED O STORMWISE HURRICANE 196 GENERAL BUILDING BY TAk COLLECTOR PROTECTION LLC CONTRACTOR 45.00:' 10/03/2014 Workers 1 n rna7 MAR 3 CGC1521762 0224'5-000043 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The hso #t is not a license, permit, or a certification of the holders qualifications, to do business. Holder must comply wrth any gorrernmental or nongovernmental regulatory laws and requirements which apply to the business The RECEIPT N0. above must be displayed on all commercial vehicles — Miami Osde Cbtle Sec 8a-278.- MIAMI•DADE For more information. visit wwwmiamidadeaov/taxcaliactor '= I 33 ii; ii Ii I;. sa k Pr ar by: Andrew C. Feldman Feldman & van der Vlugt, PA. I I 1 I Kane Concourse - Suite 200 Bay Harbor islands, FL 33154 305-865-5718 File Number: 12-0242 Gilon Will Call No.: [Spare Above This lane for Rewrding Warranty Deets l Ililll rlil illll lilil hili illll 11111 Ilii liil COM 2101-112IR07161 OR Bk 28225 Pas 0991 - 9931 (3a9s) RECORDED 0811412012 11:51=41 EED DDC TAX 2060 .00 ARUEY RUVINo CLERK OF COURT IAMI-DARE COUNTYr FLORIDA This Warranty Deed made this 31st day of July, 2012 between Christian G. Plotezyk a single man and Lillian Rojas f1k1n Lillian Plotczyk,:a single woman whose post office address Is 900 S. Miami Ave. Miami, FL 33130, grantor, and Amy C. Slay, a single woman, as to an undivided 99% Interest and FLBA Investment, LLC, a Delaware limited liability company, as to an undivided 1% interest whose post office address is 9325 NE 501 Ave., Miami Shores, FL 33138, grantee: (whenever used herohr Die terms "grontoe and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns ofcorporations, trusts and trusteos) Witne3sefh, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt wile f is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit Lot 13 and the West 1/2 of Lot 14, Block 56, MIAMI SHORES SECTION TWO accordlug to the Plat thereof, as recorded In Plat Book 10, Page 37, of the Public Records of Mi mi -Dade County, Florida. Parcel Identification Number: 11-3206-014-0980 SUBJECT TO: t) Taxes for the year 2012 and subsequent years and all applicable zoning ordinances and governmental regulations; and 2) Conditions, restrictions, limitations, and easements of record, if any, but without file intention of reimposing same. Together with all the teneme0ts, hereditaments and appurtenances thereto belonging or in anywi $I appertaining. To Have and to Hold, tilo same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor Is lawfully seized of said ,land in foe simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby Hilly warrants the title to said lana and will defend the same against the lawful claims of all persons whomsoever; and iltiat said land is free of all encumbrances, except taxes a#ruing subsequent to December 31, 2011. III Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. DoubleTlnteo Signed; sealed and delivered in our presence: Lillian 914 State of Florida County of Miami -Dade The foregoing instrument was acknowledged before me this 37 day of July, 2012 by Kristian G. Plotczyk, who Lj Is personally known or [X] has produced a driver's license as identification. -4 [Notary Seal] Nota Public AITDAEWFEdOMAN Notary MY COMM MON 4 EE 149789 EXPIRES: DeMba18, 2016 Printed Name: Bonded Tlnu Nolatp Publ� Umtemc8e:s My Commission Expires: State of Florida County of Miami -Dade The foregoing instrument was acknowledged before me this AO day of July, 2012 by Li lian Rojas f/k(a Lillian Plotczyk, who � ] is personally known or [X] has produced a driver's license as identification, _ [Notary Seal] Notary Public Printed Name: My Commission Expires: Warranty Deed - Page 2 MY OOMMUON.4 EE 149788 Doublel imee OR K 28228 PG a 95' 3 LA PAGE MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores Fl, $3138 Tel:. 305-795-2204- Fax:. 305!.7.5.6-8972 Permit N ..REOC-6-12-1124 Certificate of Re -Occupant Address: 9325 NE 5 Avenue City: Miami Shores Village State: Florida Zip: 33138 This certificate verifies that the reference property has been Inspected by Miami Shores Village and has been determined to presently comply with sched le of regulations of .Miami Shores. Land and Development Code pertaining solely to the requirement that - each one"family dwelling- is used- and intended to be used for aIone-family dwelling purpose only; however, this certificate does not constitute an� representation or warranty as to the condition of the dwelling or other structures on the premises described herein, or any aspect of such condition, and interested persons are advised and encouraged to make their own inspections of the, premises in or er to determine the condition thereof. Building Officlals Approval ceo PR •n -�� = :• .h�l�ei�r" 1I � �i��ilr'Lr/`t��ldl�l�l� i i . iris -..�., .T_. TTTYYY... d PR •n -�� = :• .h�l�ei�r" 1I � �i��ilr'Lr/`t��ldl�l�l� i i . iris BROWARD, PALM BEACH WIND VELOCITY= 170 mph EXPOSURE CATEGORY "C" Mean Roof Height esign ressures P All Tributary Areas Zone 4 Zone 5 ' 15 ft 37.8 -41.4 37.8 -50.7 16 ft 38.3 -41.5 38.3 -51.3 18 ft 39.2 -42.5 39.2 -52.5 20 ft 40.1 -43.5 40.1 -53.7 22 ft 40.8 -44.2 40.8 -54.6 24 ft 41.5 -45.0 41.5 -55.6 26 ft 42.2 -45.81 42.2 -56.5 28 ft 42.9 -46.6 1 42.9 -57.5 30 ft 43.6 -47.3 43.6 -58.4 35 ft 45.0 -48.8 45.0 -60.2 40 ft 46.3 -50.2 46.3 -62.0 45 ft 47.4 -51.4 47.4 -63.5 50 ft 48.5 -52.6 48.5 -65.0 55 ft 49.4 -53.6 49.4 -66.2 60 ft 50.3 -53.2 50.3 -67.4 70 ft 52.1 -56.5 52.1 -87.4 80 ft 53.9 -58.4 53.9 -90.4 90 ft 55.2 59.9 55.2 -92.6 100 ft 51.3 -51.3 51.3 -94.1 110 ft 52.4 -52.4 52.4 -96.0 120 ft 53.4 -53.4 53.4 -97.9 130 ft 54.4 -54.4 54_.4 -99.7 .].40.f1 .::553 :]273- .;t rSM 170 ft _7TV2`%' 160 ft 56.6 -56.6 56.6 -103.8 170 ft 57.5 -57.5 57.5 -105.3 180 ft 58.3 -58.3 58.3 -106.8 190 ft 58.9 -58.9 58.9 -108.0 200 ft 59.5 -59.5 59.5 -109.1 220 ft 60.6 -60.6 60.6 -111.2 240 ft 61.8 -61.8 61.8 -113.3 260 ft 62.8 68.2 62.8 -115.2 280 ft 63.8 �62 63.8-117.0300 IF -300 ft ft64.8 -74.7 64.8 -118.8 BROWARD, PALM BEACH (COAST) WIND VELOCITY= 170 mph EXPOSURE CATEGORY "D" Mean Roof Height Design Pressures F All Tributary Areas Zone 4 Zone 5 15 ft 45.9 -49.7 45.9 -61.4 16 ft 46.3 -S0.2 46.3 72.0 18 ft 47.2 -51.2 47.2 -63.2 20 ft 48.1 -52.2 48.1 -64.4 22 ft 48.8 -52.9 48.8 -65.3 24 ft 49.5 -53.7 49.5 -66.3 26 ft 50.2 -54.5 50.2 -67.2 28 ft 50.9 -55.3 50.9 -68.2 30 ft 51.6 -56.0 51.6 -69.2- 69.2-35 35ft 53.0 -57.5 S3.0 -70.9 40 ft 54.3 -58.9 54.3 -72.7 45 ft 55.4 -60.1 55.4 -74.2 50 ft 56.5 -61.3 56.5 -75.7 5S ft 57.4 -62.3 57.4 -76.9 60 ft 58.3 -63.358.3 -78.1 70 ft 59.7 -64.7 59.7 -100.1 80 ft 61.4 -66.6 61.4 -103.1 90 ft 62.3 -67.6 62.3 -104.6 100 ft 55.6 -58.3 55.6 -106.8 110 ft 56.4 -59.3 56.4 -108.7 120 ft 57.3 -60.3 57.3 110.6 130 ft 57.9 -61.1 57.9 112.1 14El.ft. -18 ...113,6: 58:6::�1�9: 47.7 -51.7 160 ft 59.6 -63.2 59.6 -115.8 170 ft 60.1 -63.8 60.1 -116.9 180 ft 60.7 -64.4 60.7 -118.0 190 ft 61.2 -65.0 61.2 -119.2 200 ft 61.7 -65.6 61.7 -120.3 220 ft 62.6 -66.7 62.6 -122.4 240 ft 63.6 -67.9 63.6 -124.5 260 ft 64.4 -68.9 64.4 -126.3 280 ft 65.1 -69.7 65.1 -127.8 300 ft 65.7 -70.5165.7 -129.2 INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENTED TO DEPICT THE' WORST CASE' PRESSURES. "WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOW 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 VAUD ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTION FOR ROOF SLOPE 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 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 %) . USE THE AREA BETWEEN STRUCTURAL AREA OF AN OPENING CANNOT IDENTIFIED. THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE FOR LARGER TRIBUTARY AREAS THAI PUBLISHED. USE THE LARGEST PUBLISHED VALUE 8. IDENTIFY THE ZONE OF TH` OPENING AS INTERIOR (ZONE 4) OR EXTERIOR ( ZONE 5) PER THE FIGURE OR INFORMATION 6Y 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. MIAMI-DADE WIND VELOCITY= 175 mph EXPOSURE CATEGORY "C" Mean Roof He i T Design Pressures F A[ [TrAreas Zone 4 Zone 5 15 ft 40.1 43.5 40.1 -53.7 16 ft 40.6 -44.0 40.6 -54.3 18 ft 41.5 -45.0 41.5 -55.6 20 ft 42.5 -46.1 42.5 -56.9 22 ft 43.2 -46.9 43.2 -57.9 24 ft 44.0 -47.7 44.0 -58.9 26 ft 44.7 -48.5 44.7 -59.9 28 ft 45.5 -49.3 45.5 -60.9 30 ft 46.2 -50.2 46.2 -61.9 35 ft 47.7 -51.7 47.7 -63.8 40 ft 49.1 -53.2 49.1 -65.7 45 ft 1 50.2 -54.5 50.2 1 -67.3 50 ft 51.4 -55.8 51.4 -68.9 55 ft 52.4 -56.8 52.4 -70.1 60 ft 53.3 -57.8 53.3 -71.4 70 ft 55.2 -59.9 55.2 -92.6 80 ft 57.1 -61.9 57.1 -95.8 90 ft 58.5 -63.5 58.5 -98.2 100 ft 54.4 -54.4 54.4 -99.8 110 ft 55.5r-6 5 55.5 -101.7 120 ft 56.66 -63.9 56.6 -103.7 130 ft S7.66 57.6 -105.7 14A #S "58.7..Z . S$. [:::-102. T.. 61.4 -64.8 61.4 -118.8 160 ft 60.00 .::553 :]273- 60.0 -110.0 170 ft 60.9 -60.9 60.9 -111.6 180 ft 61.8 -61.8 61.8 -113.2 190 ft 62.4 -62.4 62.4 -114.4 200 ft 63.0 -63.0 63.0 -115.6 220 ft 64.3 -64.3 64.3 -117.8 240 ft 65.5 -65.5 65.5 -120.0 260 ft 66.6 -66.6 66.6 -122.1 280 ft 67.6 -67.6-124.0 -73.0 68.2 300 ft 68.7 -68.7 68.7 -125.9 MIAMI-DADE (COAST) WIND VELOCITY= 175 mph EXPOSURE CATEGORY "D° Mean Roof Height esign Pressures All Tributar Areas Zone 4 r Zone 5 15 ft 1 48.6 -52.7 48.6 -65.1 16 ft 49.1 -53.2 49.1 -65.7 18 ft 50.0 -54.3 50.0 -67.0 20 ft 51.0 -55.3 51.0 -68.2 22 ft 51.7 -56.1 51.7 -69.2 24 ft 52.5 -56.9 52.5 -70.3 26 ft 53.2 -57.7 53.2 -71.3 28 ft 54.0 -58.5 54.0 -72.3 30 ft 54.7 -59.4 54.7 -73.3 35 ft 56.1 -60.9 56.1 -75.2 40 ft 57.6 -62.4 57.6 -77.1 45 ft 58.7 -63.7 58.7 -78.7 50 ft 59.9 -65.0 59.9 -80.2 55 ft 60.9 -66.0 60.9 -81.5 60 ft 61.8 -67.0 61.8 -82.8 70 ft 63.2 -68.6 63.2 -106.1 80 ft 65.1 -70.6 65.1 -109.3 90 ft 66.1 -71.7 66.1 -110.8 100 ft 58.9 -61.8 58.9 -113.2 110 ft 59.8 -62.8 59.8 -115.2 120 ft 60.7 -63.9 60.7 -117.2 130 ft 61.4 -64.8 61.4 -118.8 714Gft:: 621 65 Cr .- LI -.._120,3. .::553 :]273- le i `Tff.T 160 ft 63.2 -66.9 63.2 -122.7 170 ft 63.7 -67.6 63.7 -123.9 180 ft 64.3 -68.2 64.3 -125.1 190 ft 64.8 -68.9 64.8 -126.3 200 ft 65.3 -69.5 65.3 -127.5 220 ft 66.4 -70.7 66.4 -129.7 240 ft 67.4 -71.9 67.4 -131.9 260 ft 68.2 -73.0 68.2 -133.8 280 ft 68.9 -73.8 68.9 -135.4 IF -300 ft 69.7 -74.7 69.7 -137:0 GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY YIPING WANG, 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 VELOCITI7 FOR A RISK CATEGORY It ( GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION FOR A RISK CATEGORY III SEPARATE TABLE WITH 186 MPH WILL BE USED. 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 (GCpI= ENCLOSED BUILDING ONLY. VERIFY USE OF Kd = OAS ( DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPA(7 PROTECTION SYS I'EM ORDINANCES. S. NO CERTIFICATION IS OFFER kD FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. FLORIDA KEYS (COAST) WIND VELOCITY= 180 mph EXPOSURE CATEGORY "D" Mean Roof Height Design Pressures All Tributary Areas Zone 4 Zone 5 15 ft 51.4 -55.8 51.4 -68.8 16 ft 51.9 -56.3 51.9 -69.5 18 ft 52.9 -57.4 52.9 -70.8 20 ft 53.9 -58.5 53.9 -72.2 22 ft 54.7 -59.3 54.7 -73.3 24 ft 55.5 -60.2 55.5 -74.3 26 ft 56.3 -61.1 56.3 -75.4 28 ft 57.1 -61.9 57.1 -76.5 30 ft 57.9 -62.8 57.9 -77.5 35 ft 59.4 -64.4 59.4 -79.5 40 ft 60.9 -66.1 60.9 -81.5 45 ft 62.1 -67.4 62.1 -83.2 50 ft 63.4 -68.8 63.4 -84.9 55 ft 64.4 -69.8 64.4 -86.2 60 ft 65.4 -70.9 65.4 -87.6 70 ft 66.9 -72.6 66.9 -112.2 80 ft 68.9 -74.7 68.9 -115.6 90 ft 69.9 -75.8 69.9 -117.3 100 ft 62.3 -65.3 62.3 -119.8 110 ft 63.2 -66.5 63.2 -121.9 120 ft 64.2 -67.6 64.2 -124.0 130 ft 64.9 -68.5 64.9 -125.6 40ft. - 69:4_ .::553 :]273- -1wr -66-31-12w 160 ft 66.9 -70.8 66.9 -129.8 170 ft 67.4 -71.5 67.4 -131.1 180 ft 68.0 -72.2 68.0 -132.3 190 ft 68.6 -72.9 68.6 -133.6 200 ft 69.1 -73.6 69.1 -134.8 220 ft 70.2 -74.8 70.2 -137.2 240 ft 71.3 -76.1 71.3 -139.5 260 ft 72.2 -77.2 72.2 -141.5 280 ft 72.9 -78.1 72.9 -143.2 300 ft73.7 -79.0 73.7 -144.9 MEAN ROOF F EIGHT EAVE ROOF HEIGHT t ' ELEVATION ® ® a a� a WALL ZONE FIGURES a a IS6METRIIC' e a =10 % OF LEAST HORIZONTAL DIMENSION,QR-40% OF MEAN ROOF HEIGHT,WHICHEVER IS SMALL&, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL°° DIMENSION OR 3FT. USE ZONE 5 IF ALL IN QUESTION. CONSULT,A'0,� ENGINEER FOR A MORE SPECIFIC INTERPF{E5TA,Q,Id°° IF REQUIRED. 0 N Z_j t~ U f G ti o ai � U U cqLO Z LID C ' W y In F 0M z U Z Q a� D z 0 w U) W Z U Z ED Fn 0 Z DO w o N�6� W Q an ~ 10 V �c\I� r4 U Lo Do U) MEAN ROOF F EIGHT EAVE ROOF HEIGHT t ' ELEVATION ® ® a a� a WALL ZONE FIGURES a a IS6METRIIC' e a =10 % OF LEAST HORIZONTAL DIMENSION,QR-40% OF MEAN ROOF HEIGHT,WHICHEVER IS SMALL&, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL°° DIMENSION OR 3FT. USE ZONE 5 IF ALL IN QUESTION. CONSULT,A'0,� ENGINEER FOR A MORE SPECIFIC INTERPF{E5TA,Q,Id°° IF REQUIRED. 0 __1 Z_j CD z J oLL g � U U M W ¢ ❑za o N � D z Z 0°a z0 z J ED Fn U. w o O r N 'moi �e N S ` r FLJ�F 1YANG. - STRATID P.E. PE j�55983 C.A.N. 28677 CCLU ®t!@&lBA9Bfl@0® 10/27/2014 r � i } t L€ eiisLeEfltfei�if; R ;ul?ietal�Fj. Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics 6 Subm It Surcharge { Stats&Facts I Product Approval USER: Public User Product Approval Menu > Product or Application Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Enall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL15549 New 2010 Approved k; iii Ay 3i 33 _ •71 Year FBC 2010 TAS 201 i! H: 1994 TAS 202 ' 1994 .d:�. Publirktlonsil3 FBC Staff ( BCIS Site Map Links ( Search t' lI � � F Cgen'€sis Shutter Group, Inc. 9811 NW 80 Ave. Bay 7A/7B Hialeah Gardens, FL 33016 (305) 733-6235 gleon@kcl.net Yiping Wang yiping@rrcyengineering.com Shutters Accordion a; on Report from a Florida. 111gistered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcppy !Received Yiping Wang PE -55983 National Accreditation & Management Institute 12/31/2014 Sifu Zhou, P.E. Validation Checklist - Hardcopy Received Standard Year FBC 2010 TAS 201 i! H: 1994 TAS 202 ' 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/27/2012 Date Validated 04/27/2012 httpsl/www.floridabuildrig.org/pr/pr app dtl.aspx?paranr-wGEVXQwtDgWmQdioUtQtuFV6bVppdZ7zAeMgG4b%2P/2bPBNMAa%2)GV%2bA%3dp/o3d 1/2 10/27/2014 Date Pending FBC Approval Date Approved Florida Building Code Online 05/03/2012 06/11/2012 :ription -1" Genesis Aluminum Accordion Shutter System allatlon Instructions 5549 RO II Aba,i37 4-27-12 ALL SS. pdf fled By: Ylping Wdiig P.E. 55983 3ted by Independent Third Party: Yes uation Reports 5549 RO AE ADdL37 PAE.pdf 3ted by Indep6ndent Third Party: Yes Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 2 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Stat Under Florida law, email addresses are public records. If you do not want your e-mail address raise: electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have a Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, they have one. The emalls provided may be used for official communication with the licensee. Howevi supply a personal address, please provide the Department with an email address which can be made under Chapter 455, F.S., please click here . Product Approval Accepts: IMMURE Q,477 essiblilty State sponse to a public -records request, do not send tions, please contact 850.487.1395. *Pursuant to at provide the Department with an email address If addresses are public record. If you do not wish to e to the public. To determine If you are a licensee I I# https://wrow.floridabuilding.org/pr/prW/2PBIVMAa°/a2bGV%2bA/3d/3dt? . ° a 9110 $W SUNSET DRIVE MCY ENGINEERING INC. MIA ! ' FLORIDA 33173 P:305-271-0117 GLAZING CONSULTANT CAN #28677 PRODUCT APPROVAL EVALUATION i Date:0412712012 Detailed Product Description: Manufacturer: • Genesis Shutter Group, Inc. Model Name: "OSS -1" Genesis Aluminum Accordion Shutter System Maximum Shutter Width: See Charts on Installation drawings ;;:This Product complies with Maximum Shutter Height: 1431, 'the High Velocity Hurricane Zone (HVHZ) Maximum Load: +180psf1-200psf (Large Missile Impact) :testing requirements. Reference Drawings # AD12-37 !, The above maximum parameters may not occur simultaneoi)sly. Refer to installation drawings for design loads Mandatory Tests (Tested In accordance with AAMA 101/1.S.2/NAFt-02ITAS-202) :T S ::::. ...... _. b 1✓ SPT�...._.L00' At 10 47 ASTM E283-02 Air Infiltration N/A Leakage ASTM E331-00 Water NIA OR ASTM 547- Penetration 00 & TAS 202 ASTM E330-02 Uniform Static Hurricane Engineering & See Attache; See Attached Test & TAS 202 Air Press, Testing Inc. Test Recap �; Recap AAMA1302.5- Forced Entry N/A 76 & 1303.5-76 Comparative Analysis used Yes __x No: Asper guidelines for HVHZ for Dade County. Supplemental Tests (Tested In accordance with TAS -203) ,:.:.: .... :. ..:: ,•.: 4.. . ::....::r ...:...:. ....3. . {... I�ES� _:.1., •t, t,:d.:.:::....-.'...:...,:'c;:itt::,}.,i;}.}nri'.t:s::::i.•i 'C 'i:ii.: T. ..._::,..:.�.:. ................ „ .._I. _1.. _ ........... _.... DAT FBC 1626.2 Hurricane Engineering & See Attached; See Attached Test (TAS201&203) Large Missile Testing Inc. Test Recap ! Recap ASTM E1886 Impact & Cyclic ASTM E1996-02 Under the limitations of the attached drawings, to the best of my knowledge and ability, the above window/ door product conforms to the requirements of the 2007/ 2010 Florida 1 Evaluation Report Engineer: Yiping Wang PE ��'°a`+/N S 2~ °*.° B°° # 55983 •% 2012 MCY ENGINEERING EB # 28677 ..... --------- GSS-I GSIS SHUTTER TEST MCY Engineering, Inc, NCCL CORPORATION n1 UlIT1TlIIl Hccortii'CtST �1hUL'C8ra ---------------- ----------___ __-------__ ---------- TEST RECAP SYSTEM TAS BLADE SPAN DESIGN LOAD CYCLIC LOAD _ L/30 -7 " - - I DEFLECTION TR -1 12/30/2011 CHARLYJANNE - --- SECTION L/30 REPORT # SECTION IN PSF PSF IN **' ``+ OR A -(IN) DETAIL (*) HETI-11-3212 202 105 +70/-60 - 3.50 0135/4.012 3 HETI-11-3235 202 123.5 +/-50 - 4.12 1;34/-1.29 1 HETI-11-3215 202 101.375 +70/-60 - 3.38 0.75/-0.86 9 HETI-11-3233 202 84.375 +90/-80 - 2.81 0.72/4.55 1 HETI-11-3355 202 59 +180/-150 1.97 :�0.5/-0.4 SPEC#2 HETI-11-3207 201/203 104.5 - +/-60 - L. 3.5 2 HETI-11-3208 201/203 98.75 - +/-60 -? 3.5 3 HETI-11-3209 201/203 98.5 - +/-60 - 3 4 HETI-11-3210 201/203 99 - +/-60 - 2.75 5 HETI-11-3211 201/203 99 - +/-60 - Ii°. 3.5 6 HETI-11-3214 201/203 105.5 +/-60 Jill 3.75. 7 HETI-11-3216 201/203 101.375 - +/-60 - j 3.25 9 HETI-11-3232 201/203 99.75 - +/-60 - 3.25 id HETI-11-3356 201/203 59 +/-150 - 2.5 SPEC#1 HETI-11-3351 201/203 87.375 +90/-90 - 2.5 SPEC#3 HETI-11-3352 1 201/203 87.25 +90/-90 - 3 SPEC#4 HETI-11-3353 201/203 88.785 +90/-90 - 3.25 SPEC#5 12 HETI-11-3268 201/203 TEST TAS SPAN IMPACT SPEED DEFLECTION ' 4.75 11 SECTION �BLADE REPORT # FPS Amnracr{IN} DETAIL {*} HETI-11-3234 201 84.375 50 2.5 (' 1 HETI-11-3236 201 123.5 50 4.25 = 1 {*) SECTION DETAIL REFER TO LA3 MARKED DRAWING TD11-01 PREPAIRED BY MCY Engineering Gqq-I CfF.NRgIR RUTTTTRR CVfiTPMf"RAVV Int rrvi 101.625 r +/-100 TEST TAS I BLADE SPAN DESIGN LOAD CYCLIC LOAD L/30 DEFLECTION SECTION SPECIMEN I IN PSF PSF (IN) **4+ORA-(IN) DETAIL HETI-11-3267 202 161.75 +/-40 - 5.39 493/-2.68 11 HETI-11-3265 202 59 +180%200 1.97. 0;51/-0.444 11 HETI-11-3263 202 98 +120%110 3.27 ':12/4.21 11 HETI-11-3242 202 101.625 +/-100 3.39 1.1/--1.19 12 HETI-11-3268 201/203 161.75 +/-40 - ' 4.75 11 HETI-11-3264 201/203 98 - +120%110 - 2.75 11 HETI-11-3246 201/203 101.625 +/-100 - 3.25 12 HETI-11-3354 201/203 59 - +1801-200 - 2.75 SPEC#6 I-) DEFLECTION WHICH 15 NOT MEASURED AT THE DESIGN LOAD. INTERPOLATION METHOD IS USED. i r: TWO SHUTTER WITH HORIZONTAL TUBE IN BETWEEN! TEST TAS BLADE SPAN DESIGN LOAD CYCLIC LOAD L/30 DEFLECTION SECTION SPECIMEN IN PSF PSF (IN) At, OR A -(IN) RUAJL. HETI-11-3280 202-m 97.75 +j-70 3.26 b;45/1.14 e` t ALI- HETI-11-3281 201/203 97.75 - +/-70 - t'" TEST TAS BLADESPAN 1MPACTSPEED DEFLECTION DEFLECTION REPORT # IN FPS WMPACT (IN) A+ OR A -(IN) HETI-11-3266 201 59 1 50 3 - \\Mcyl\mcy\Anne\NCCL-Shutter-GSS1\2012 Jan Revision\Calculations 1- 23-2012\CALCULATION R (*) "i - e ;�-_-. e LES\(TL ° a P. 5 ��1 1. /S� pSyE��°" 0 a°r L dJ g e° �•pir��0 R 2"7 2012 g. I GENERAL NOTES: TYPICAL ANCHORS: (SEE CHARTS FOR ANCHOR SPACING) o 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITHTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE TYPE A 1/4' DIA. TAPCON BY fIW BUILDEX (Fu =120 KSL Fy = 92 K51) - 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). INTO CONCRETE Ic'=3000 PSI 1-3/4' MIN. EMBED 2. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY WITH MINIMUM YIELD STRENGTH OF FY=31.0 KSI UNLESS IT IS SPECIFIED. 2-11T MIN. EDGE DISTANCE 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE O CONCRETE BLOCK BEYOND WALL DRESSING OR STUCCO. 1-114• MI m z 2-12 MIN. EDGE DISTANCE 4. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL a TYPE B. 7l4'-20 CALK -IN BY'POWER5' FASTENERS 5. WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE, G = 0.55 AND MUST BE ANCHORED PROPtRLY TO TRANSFER LOADS TO ,s (� c INTO CONCRETE k' 000 PSITHE -- -- 71W MIN. EMBED--- _-- -- m o 6 ALL ALUMINUM BLVD RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 3' MIN. EDGE DISTANCE �c m ._. _.......___ ;-lYPE 81.-,IN,TP.: C.O R�;BLOCK .... __.._._... —___ .. ...._. '.:. _... .: -_ _...:_.. _... ._._ .':::• _. "38"KBi'MINIMf11N A 7.-BOLTS"TO'BEYiAt'VAN2ED DR STAINLESS STEECWITH YIELD STRENGTH:_.... /6`MIN.EMBEti Z m -_---_-_... 3' MIN. EDGE DISTANCE _—..___. _-___-..._._.- _-- ___ 6.-ITSHALL-SETHE"RESPONSIBILITY OFTHE CONTRACTOR TO VERIFY THE SOUNDNESS OFTHESTRUCTURE._.._--_. n WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE TYPE C. 1/4' CRETE -FLEX SS4 MASONRY ANCHOR BY'ELCO' Z F d ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. INTO CONCRETE fc'=3000 PSI j 'c N 1 3/4' MIN. EMBED W 0'S 9. A PERMANENT SHUTTER MANUFACTURERLABEL SHOULD BE PLACED ON THE EXPOSED SURFACE OF THE 2 12 MIN. EDGE DISTANCE W Zf 2 CENTERMATE BLADE (COMPONENT 10) UNDER LOCK. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: TYPE Cl. INTO CONCRETE BLOCK 1 1/4' MIN. EMBED 0 rn - l7 9 Z GENESIS ALIMINUM ACCORDION SHUTTER SYSTEM 2 12 MIN. EDGE DISTANCE Z W .5 HIALEAH, FLORIDA COUNTY PRODUCT CONTROL APPROVED. TYPE D1/4' DIA. A ULTRACON BY ELCO (Fu = 177 KSI, Fy 155 KSI) } t9 NOA # 11-1005 PER TAS -201, TAS -202, AND TAS -203. INTO CONCRETE fd=3000 PSI 1-3/4' MIN. EMBED m c 10. (a) THIS PRODUCT APPROVAL DOCUMENT (PA.D.) PREPARED BY THIS ENGINEER IS GENERIC. 2-12 MIN. EDGE DISTANCE m TYPE D1. INTO CONCRETE BLOCK b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS ( 1-1/4' MIN. EMBED PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON 2-12 MIN. EDGE DISTANCE THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. TYPE E 1/4' DIA. TAPPER- BY "POWERS* (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. INTO CONCRETE fc'=3000 PSI 1-3/4' MIN. EMBED "^""� (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 2 2-1MIN. EDGE DISTANCE I- 2 W n BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE nrwsm,00ucr EVFwnTmNoocumn neoa�Fsmev,r®rma�a > 0d PA.D. ENGINEER OF RECORD, ACING AS DFIEGATED ENGINEER TO THE PAD. ENGINEER SHALL SUBMIT TO THIS LATTER THE TYPE E1. INTO CONCRETE BLOCK �ro"ox�.s�Ra SITE SPECIFIC DRAWINGS FOR REVIEW. `O1-14'MIN. _ m g M EMBED war,�ren Y MIN. EDGE DISTANCE a, n C7 > e THIS PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT aiw�su�rmmeese�r,re () ®.ecmu.wmaaseumaar re»+rff � � m � "4 -- PREPARED IT. TYPE F. 1/4-20 *ALL PONTS'SOLID-SET ANCHORSP�O" onaoucr6VFLYArpNPROVOPD� W +yi uz7 INTO CONCRETE fd=3000 PSI oom vrmw,rewmrr�xcarort xm oeraasoaNn,erocnaan. � k o 7B• MIN. EMBEDN nae vNoawr BVAL WTRi aacuffxr = 3•MIN. EDGE DISTANCE W v,e saFcsc mnrecre aau eE r�Fr�n TYPE F1. INTO CONCRETE BLOCK rLmne atne�v�� U' co) NOTES: 71W MIN. EMBED F ++ ME r W vsomcr F.m aan w¢i aaePwmme fca WHEN EDGE DISTANCE EQUAL OR GREATER THAN Y AND LESS THAN 3' MIN. EDGE DISTANCE � 0) W a MIN. EDGE DISTANCE SPECIFIED ABOVE, THE ANCHOR SPACE IN r,mraormeu�mT�reneow or �.FcrneFsn vmv� V) o ANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY FOLLOWNG�'�renenw�xsmwu.sro TYPE G 1/4' DIA. LAG SCREWS (Fy = 60 KSI) �r,�.r'@ ��0� e'"""m''•D1 REDUCTION FACTOR: INTO WOOD STRUCTURAL rxeaso.eNFU BFMr1�OFTEma1 ANCHOR TYPE A, & Al: REDUCTION FACTOR = 0.80 1-1/2' MIN. THREADED EMBED �mNa.maLamecNnnaz=rsr� PRpPOAW NFL @AFID®t OF T WT � ANCHOR TYPE B 8 81: REDUCTION FACTOR = 0b7 1-12 MIN. EDGE DISTANCE ANCHOR TYPE C & Cl: REDUCTION FACTOR = O.6D YIPUq1pp wrml� P.E ANCHOR TYPE E REDUCTION FACTOR = 020 TYPE H. 5/16' DIA. ULTRACON BY ELCO (Fu = 177 KSI, Fy =155 KSQ ).. IS/(flA}1ON ?:pl�i55b8�a''y ANCHOR TYPE F: REDUCTION FACTOR =0.67 INTO WOOD STRUCTUREa ¢:�q�1�91. 667 PLEASE NOTE THIS INSTALLATION ARE ONLY VALID FOR THE RESULTING 1-12 MIN. EMBED y' N" ams ,-zi->a ANCHOR SPACE EQUAL OR GREATER THAN 3'. 1-5/6' MIN. EDGE DISTANCE i/r naFa at REDUCTION FACTOR MULTIPLY DESIGN LOAD ON SHEET 5 THRU SHEET 15, HAS TO BE GREATER THAN PROJECT DESIGN LOAD. ,eA90 FLOP'V p` FE831001 DRsaA w. '• ! "•nnamFr.N' AD12-37 LL— F 1 0F 16 IR 27 202 1.840• 1.375 2.420' m 3.840• 1.840" 0 z 0 U Ar; � `O 0.070" o 0.093' m 0.050• 1.605 m 0.050' 0 N m gg 2i la z m y I- mq� OPTIONAL -� LI- Q OPTIONAL -� o Q `� OPTIONAL o Lass• v a295 s U a.6oz• NFC100-01 6083-T8 NFC700-02 6063-T6 - 2 NFC100-03 8063-T5 _ . ANDARD 2' BUILD OUT NFC1OD-04 6063-T6 ._ . NFC100-05 6063-T6 5 STANDARD ADJ. BOT. SILL NFC 7 q-aa7 kd w=xum o� m 1 4 - ST ARD ADJ. TOP S01 STANDARD CEl JN CK STANDARD WALL TRACK 0.��. 1.168' 1.875' .. gg O gg o m m of 2 r a a D w WrAfn 1.743° g m m m m c o'S, o o I WIII Z 20 0 m 2 cu dko c 1529• c 0.050'j� �� 0.050" o 3.525 0.31 ' 0.810' z 0 Z =w m NFC700-066063-T6 6 180° STARTER U 70C o FC100-086063-T6 TRENTREN HCTTRACK 0211' zs5s• NFC100-096063-T6 9 WALK OVER TRACK OPTIONAL NFC1 10 CENTER MATE m 5i $ o w c W (i 0 m 2" STANDARD TRACK (S.T.) STANDARD TRACK (S.T.) o 0.12Eo °oo ei e m X 0.875' O� N 19 PUSH LOCK THUn rylg gCREyy S f�L - jj o N 0 ag N � o o 0250• 0.875 2o00' 21 ALUMINUM TUBE 1X2XW; 2X 11w; 6=1/ 2X3X1/6'i 2XSX1/8"; W C) F. a to y ld 1.000" m3' TO'5' �,o 1" to 5' c a o o c 2X5X1/4" 0 _ K m . 11 1'x1°Alum. Angle 6063-T6 STANDARD TRACK (S.T.) 12 2• x 1!8' THK. Alum. Angle 6063-T6 13 1°SA/15 THK. Alum. Angle 8063-T6 02500 14 HRCH PPl 031 1� m ? O m 0 uAi m O m m a 0,875' w o tai 20 EGRESS LOCK 2$ PUSH LOCK W / HANDLE _ y F U) Fj- m W cn m = W W 6 V, 1.908' 1.375 .o o 2.488' 0.138" N 1.908' 2.148° 0.750' 2.190° N m ' OPTIONAL o in N o � LL�o � m mo 0.065• oJa1r 1.000• c 0.060• d EI)o 2.940• I � {q� n 1tN1 w PEON Flip. Ggg�-zr-�z : Q .1 ��11671,5 6�OPTIONAL15 NEW' NFC100-11 6005-16500-13 HEAVY DUTY WALL TRACK 8083-T6 18 NFC100-1 HEAVY DUTY ADJ. BOT. SILL <_ =2721112 AD12-37 HEAVY TRACK 17 HEAVY DUTY ADJ. TQP SILL z of 16 { u: MAX. SHUTTER SPAN - "L" MAX. DESIGN LOAD WITH STANDARD TRACK DUE TO DUE TO POSITNE NEGATIVE LOAD LOAD WITH HEAVY DUTY TRACK DUE TO DUE TO POSITIVE NEGATIVE LOAD LOAD (PSF) (INCH) (INCH) I (INCH) (INCH) 40 123° 123' 143" 141" 45 123" 123' 139" 137" 50 120" 120" 135" 133" ---. 114' 13Z" .. 130" -__� _.. 109x___ - -- 109• .129"-.... _...128"--_. 65 105" 05" 129" 124" 70 101" 101" 124" 119" 75 98" 119" 115" 80 94- 94" 115" 111" 85 92" 92" 111' 108" 90 89" 89" 108' 105" 95 87' W. 105° 102" 100 84- 81' 102' 100' 105 82" 77' 100" 97' 110 81' 74- 95" 95" 115 79- 71" 93- 91" 120 77' 68" 91" 87" 125 76" 65" 89" M. 130 74" 63" 87' 81" 135 72" 60" 85' 78' 140 69° 58" 82° 75" 145 67' 56" 79" 7Y 150 65" 54' 76" 70' 155 - - 74' 68' 160 - - 71" 66" 165 - - 69" 64' 170 - - 67" 62' 175 - - 65" 60" 180 - - 59" 58" 185 - - - 57" 190 - - - 55' 195 - - - 54' 200 - - - 5Y W J O W U w A W ..1 Q D_ &0 z it a 0 � O w co . = O n II 'k-� HOFTHRU � (j 92 (�) THRU (jQ) T:*FOR ICAL ELEVATION NOTES:/ "SEE NOTES 1) LOCK SHALL BE LOCATED WITHIN 18' OF MID -SPAN; 2) FOR SHUTTER SPAN i 12 FT USE (2) LOCKS AT 113 SPAN; " HEAVYDUTYONLY >- d 3) LOCKO22 AND &SED FOR STANDARD TRACK ONLY. v) > m 1O d n DaSTNG VOOM GLASS tppip SUBSTRATE 7YP�AL ANCHOR6 Q. Z F i Q16'O.C.TYP. S W w w LL 0 1n 810TEKSCREW y ATWO.C.TYP. W = O t3 13 W 7 m a G w =i a 18 Roa-(..14 T N W 0 INSTRUCTION: 0-2! SEC110N W 1 STARTER AT ENDS STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON APPLICABLE ASCE 7 STANDARD. nP REWAW(p E STEP 2 CHECK SHUTTER CAPACITY FOR A GIVEN SHUTTER SPAN USING; NiisfftAy ON ,. d: b�' 55be3a''., nam .-zi-u Q.�Ot028 CHARTS ON SHEET 3. MAX. DESIGN LOAD FROM CHART HAS TO BE EQUAL OR GREATER THAN DESIGN WIND LOAD FROM STEP 1. of z: 70';•�t o: Q� PBDl6Cf lhff iz-°a� STEP 3 USING CHARTS ON SHEE 1 4 1 HKU SHEET 15 SECECTANCHORTYPE - �'•, og FLOH F 2ze' �.� y' AND SPACING BASED ON DESIGN LOAD AND SHUTTER SPAN FOR THE „Ffssio ANCHOR DETAIL USED. An172DI2 3 OF 15 O 23 DR 74 U �m m C o 'C A oa C) m G n 0 7 5 wz ri E ? U oFi a w [ } o �� c m� 92 (�) THRU (jQ) T:*FOR ICAL ELEVATION NOTES:/ "SEE NOTES 1) LOCK SHALL BE LOCATED WITHIN 18' OF MID -SPAN; 2) FOR SHUTTER SPAN i 12 FT USE (2) LOCKS AT 113 SPAN; " HEAVYDUTYONLY >- d 3) LOCKO22 AND &SED FOR STANDARD TRACK ONLY. v) > m 1O d n DaSTNG VOOM GLASS tppip SUBSTRATE 7YP�AL ANCHOR6 Q. Z F i Q16'O.C.TYP. S W w w LL 0 1n 810TEKSCREW y ATWO.C.TYP. W = O t3 13 W 7 m a G w =i a 18 Roa-(..14 T N W 0 INSTRUCTION: 0-2! SEC110N W 1 STARTER AT ENDS STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON APPLICABLE ASCE 7 STANDARD. nP REWAW(p E STEP 2 CHECK SHUTTER CAPACITY FOR A GIVEN SHUTTER SPAN USING; NiisfftAy ON ,. d: b�' 55be3a''., nam .-zi-u Q.�Ot028 CHARTS ON SHEET 3. MAX. DESIGN LOAD FROM CHART HAS TO BE EQUAL OR GREATER THAN DESIGN WIND LOAD FROM STEP 1. of z: 70';•�t o: Q� PBDl6Cf lhff iz-°a� STEP 3 USING CHARTS ON SHEE 1 4 1 HKU SHEET 15 SECECTANCHORTYPE - �'•, og FLOH F 2ze' �.� y' AND SPACING BASED ON DESIGN LOAD AND SHUTTER SPAN FOR THE „Ffssio ANCHOR DETAIL USED. An172DI2 3 OF 15 ^' SHUTTER TUBETUBE WIDTH(IN.) 7. x r U8' 2. x(rxlB' 73 8275 – 55 PSF 70 PSF 84 52 PSF 70 PSF 70 PSF (2"x 3"x 1/8" THKALUM. Z W TUBE) -...�- n U -------- 2� a 0 w W Z N 0 o z 0i f W dm d C O G N m� ------8. ----------- \\ 8. U \ ED 3EDI T.. (T)ANCHOR7 AOR TYPE W 1° 1° \ lq -oo- 777 { J ANGLE 8' L G \ O O O O C? EACH END W TUBE S2E SEE CHART T DESIGN LOAD FOR INTERMEDIATE ALUMINUM TUBE SHUTTER TUBETUBE WIDTH(IN.) 7. x r U8' 2. x(rxlB' TYPE 2'x S'xl Y 8275 – 55 PSF 70 PSF 84 52 PSF 70 PSF 70 PSF 77 50 PSF 70 PSF 70 PSF "FOR HEAVYDU7'Y ONLY ELEVATION OPTION 2 SUBSTRATE " Nv A A%/ o=TYPICAL ANCHORSG� 18" O.C. TYPAV-) #10 TEK SCREWAT 18" O.0 (2"x 5"x 118" THK LUM. TUBE) 90 DEGREE SHUTTER OPTION ELEVATION OPTION 1 HEAVY DUTY TRACK ONLY SUBSTRATE EXISTING GLASS T Flej. il!�'+Y , S'iflfi ON .p� Q2ids5a3+ vOAN.,e?8- l� 41 111- ''q�fOF 'Zr '." �P.....OP P •4i=O•' Fesslo� '��gm"naoeee: rc� z% zm2 w I Ci 11 AD12— 37 P -7—m, Z W -...�- n U -------- 2� a 0 W Z N 0 o z 0i f W dm d C O G N m� w I Ci 11 AD12— 37 P -7—m, DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART MAX DESIGN LOAD 4-114' r #10 x 3" 410•HT SS S.M.S. i W17/16"Ox5/8" SECTION 1 (TOP) MEDIUM & HAT NYLON MAY- DESIGN LOAD SHUTTER SPAN CONCRETE ANCHOR SPACING (1) SECTION 1 (BOTTOM) WOOD CONCRETE STRUCTURE CONCRETE BLOCK ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING (m.) (T^.) (In) CONCRETE BLOCK ANCHOR SPACING (I^.) SHUTTER WOOD CONCRETE CONCRETE �� CONCRETE CONCRETE STRUCTURE BLOCK BLOCK ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING SPACING (in.) (m.) 00 (81.) (b.) (PSF) (MCH) TYPEA/B/ CA TYPEE TYPE AI/87 TYPE H/G /D7/E1 TYPECI/F1 (PSF) (INCH) TYPE A/B/ C/F TYPE NIG 7YPEE TYPE Al 181 /D1lE1 TYPE CI/F1 40 6P 12.0 720 12.0 6.7 11.7 40 -_ 6P 12.0 t2A 120 66 98 TB' 12.0 11.6 12A 52 9.0 76' 120 120 9.3 42 73 98' 12.0 - 6.3 12.0 42 73 96' 103- _ 12.0 78 3.4 6.9 114- 10.7 79 12.0 36 62 114' 88 103 SA 5.0 129' 10.1 .7.6....... 12A .._.. .3A... _. ... 59.» . 82....._ __. 6.7. 6.7 _.. •.. _. .. 4.7.... 32' _92 _.. . ._BS...._. _.._'70�"'"-'&7 ___. 53.. ....._ .8_. :....13T aa -- 141- 141• 88 BA 102 - 50 747' 70 83 52 - 4.0 50 or 72.0 119 12.0 6.4 9.4 5D 80' 120 120 9.7 4.4 78 78' 120 92 t2A 4.1 72 78' 10.1 120 75 3.4 68 98' 10.1 73 12.0 3.4 59 98' 82 &7 6.1 4.7 114' 85 &3 10.1 49 t14' 89 82 &1 40 120' 8.1 6.0 99 4.7 12V 68 78 48 39 732 7A 5.4 &7 43 132' 6.0 7.1 4A 3S 5p 60' 12.0 10.0 12.0 48 79 SO SO' 109 12.0 &1 38 63 78' 10A7.7 12A 38 60 78' BA 100 62 49 e.0 6.2 70.0 49 - &1 50 4.0 7A 52 8.4 4.1 114' 68 68 43 33 4.7 78 3.7 62 38 3.0 70 60' 118 8.8 12.0 38 6.7 70 60' 9.4 11.1 88 3.1 6.4 78' 88 6.6 108 6.1 78' 72 68 53 42 98' 72 63 89 42 88- 88 74 43 - 3.4 114' &1 48 7.2 35 774' 48 69 38 itB' S8 4.3 B.B 3.4 118' 47 5$ 3b So ar 10.1 73 12.0 3.4 59 80 S' 82 917 6.1 4.7 78' 78 5.7 92 48 78' 63 78 4.7 3.7 96' 63 4.7 T3 3.7 98' 5.1 &1 38 111' fib 40 69 32 111- 4.4 53 33 Bo 60' 9.0 &6 10.7 3A 52 90' 73 &7 &4 42 7e' 89 8.1 82 4A 78' 89 6.7 4.1 32 95' 68 4.1 6.7 33 98' 48 6A &4 - 105' &1 &9 6.1 111 42 49 &1 - 100 Rr &l 8.0 98 4.7 100 BP 88 78 48 3.8 78' 02 4.e 7A 32 7e' 6.1 &0 3.7 96' 5.1 3.7 60 _ w 4.1 49 3.0 99' 49 3A 68 - 9B' 40 4.7 - - 120 8.4 d2 100 49 1211 48' 68 &1 60 4A 63 &0 8A 39 O- 68 85 4A - 32 52 38 62 - 3.0 78' .42 SD 3.1 4A 33 53 91' 38 43 t40 r", 72 6.3 &6 42 t40 46' 58 70 43 3.4 58 43 69 33 e0' 4.7 58 3.5 4.4 &3 5,3 _ TB' 38 43 43 32 5.1 - er 35 4.1 - 160 4S 830' 4.7 7.5 3.7 160 48' 6.1 8.1 38 61 3.7 60 & 80' 4.1 49 3A 70' 1 43 32 6.1 70' 38 4.1 TYPICAL ANCHOR SEE CHART ON LEFT TYPICAL ANCHOR SEE CHART ON LEFT #10x3" 410 -HT S.S S.M.S. W/ 7 / 16"0x 718' LONG NYLON BUSHING (BOTTOM ONLY) WALL MOUNTING INSTALLATION STANDARD TRACK CHART G GLASS SEPARATION CHART FOR STANDARD & HEAVY DUTY S EPA'RATWN SPAN Z60' ..... 2-112' WHEEL CARRIAGE 4-114' r #10 x 3" 410•HT SS S.M.S. i W17/16"Ox5/8" 4-3W" MEDIUM & HAT NYLON 0 BUSHING (TOP ONLY) r 010x2 410 -HT SS S.M.S. leh)l/ZJ I TYP. TOP & BOTTOM #10x3" 410 -HT S.S S.M.S. W/ 7 / 16"0x 718' LONG NYLON BUSHING (BOTTOM ONLY) WALL MOUNTING INSTALLATION STANDARD TRACK CHART G GLASS SEPARATION CHART FOR STANDARD & HEAVY DUTY S EPA'RATWN SPAN Z60' ..... 2-112' W <SPAN 9120' 4-114' 1=P SPAN 4-3W" pi0 0 G z Mk 4. Z 4. SEPARATION SEE CHART G BELOW W 0 ae 2 0 W Z dM 0 f 'o � #10x3" 410 -HT S.S S.M.S. W/ 7 / 16"0x 718' LONG NYLON BUSHING (BOTTOM ONLY) WALL MOUNTING INSTALLATION STANDARD TRACK CHART G GLASS SEPARATION CHART FOR STANDARD & HEAVY DUTY S EPA'RATWN SPAN Z60' ..... 2-112' W <SPAN 9120' 4-114' 1=P SPAN 4-3W" FYIPl(JR,rAfthIS',k4 10N :'4 L. 'Y 1� Oo •C2: e�'9�F680�P` '77gqu81lonaJ"`, AM 27 Z0)2 -1 AD12-37 60F 15 TYPICAL DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART ANCHOR SEE DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART MAX DEOM SECTION 2 & 9 (TOP) SHUTTER WOOD CONCRETE CONCRETE SPAN CONCRETE CONCRETE STRUCTURE BLOCK BLOC( ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING SPACING (kO tm.l fm.) lm.) (in.) MAX DSD SECTION 2 (BOTTOM) SHUTTER WOOD CONCRETE SPAN CONCRETE CONCRETE STRUCTURE BLOCK ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING (b•) (h) (h) (b.) CONCRETE BLOCK ANCHOR SPACM (in.) (PSF) (INCH) 7YPEA/B/ CIF TYPE TYPE Al 131 TYPE H/G /D1/EI TYPE CI FI (PSF) - (INCH) IYPEA/B/ C/F TYPE TYPE A7/B1 TYPEH/G /D7/E7 TYPE CI/F7 40 _._ eD' I= 120 120 9.1 121D 40 _^_ .. _ 60' 12.0 120 1210 710 120 78' 12.0 120 12.0 17.0 12.0 78" 12D 120 1211 88 10.1 99' 12.0 120 12.0 - 6.7 98, 98" 12D.. 10.4 .1210 43 82 114' 12.0 10.7 12.0 48 84 174' 178 88 1210 44 88 120' 124 10.1 124 48 78 12(0" 11.3 83 124 38 S.e 42 _ .�:•' 71 .. ..._132•_ .. 103'... "_.7.�.:`. �..:.- ... ..daaj ... 141'--- - -17.7 8$ 12A 38 88 141• 88 7.1 71.4 32 fib ... ... 60 fa.__ _ __ 12A.. _ ...120 12D..__..._._ 73"- ---12D'. _._ __ _ - 50 6P 12D-.. - 120 _ __ 120- _ _ 810 10.5 78' 12.0 12D 12.0 68 98 79- 12.0 103 1210 48 8.0 98" 12.0 10.1 124 48 78 86" 113 83 12.0 38 88 114- 1188.5 120 38 6.7 114- 98 7.0 113 32 55 77.0 8.1 12.0 3.7 8.4 120' BD 6.7 70.7 31D G2 132 10.0 7.4 118 33 68 132 82 &1 8.8 48 6p BY 12.0 124 12.0 6.1 108 W 80" 124 11.1 12.0 BD &7 12.0 12.0 4.7 8.1 78' 718 88 12.0 38 &7 BB' 775 12D 38 88 9A 74 172 3.7 6A 114' 9.6 77.4 32 88 174' 78 &B 9.4 45 R7. 128• 8710.4 64 120^ 72 53 85 .42 70 12.0 12.0 52 9.1 70 60' 12.D 95 120 43 7578- 12.0124 4D 7D 78' 98 72 118 33 5.7 93-88 118 33 6.7 86' 8.1 8D 98 4.7 114' 83 1 9.8 4.8114• 88 64 &1 38 118' 78 &8 9.4 48 778• Bb 48 7.7 38 60' 12.0 10.1 12A 48 78 all BO' 113 83 12.0 38 68 78"108 78 120 3Z 8.1 78' 8.7 8.4 103 64 88" 88 63 102 BD 98" 7.1 52 &4 4.1 117- 7A 65 88 - 43 777" 6.1 45 73 - 35 80' 12.0 94 12.0 4.1 7.1 BD' 10.1 7.4 118 33 88 78' 9.4 88 11.1 3.1 BA 78" 77 6.7 92 48 88" 78 54 9.1 4A 96' 83 48 7.5 - 38 1G6• 7.0 &1 S3 - 44 105' 67 42 88 - 33 10D18" W 114 8.1 12D 3.7 eA 10D98' 6D' 9.0 6.7 10.7 3.0 52 78-85 e2 10.0 - 48 7B' 7.0 &1 &3 - 44 88 6.1 82 - 4.0 57 42 6.7 - 33 99- 6.7 48 7.9 - 38 99" bb 44 65 32 120 48' 1110 8A 120 38 B8 12D78' 48' 9A 7.0 112 3.1 5A 8P 92 8.8 108 3-0 63 60' 75 &8 &8 4A 78' 7D 52 BA 4.1 6.8 43 8.9 3A 91' 1 64 4.5 72 35 81' 6.0 3.7 58 740 48' 98 72 115 33 8.7 740 48" &7 BA 98 - 4.7 60' 78 88 93 44 60• eb 48 7.1 3.7 78' 6D 4.6 72 35 78' 6D &7 59 67• 58 43 88 3A 81" 48 310 &7 150 48' 8.6 83 102 6.0 180 48' 7.1 62 BA 4.1 60' 88 &t 82 4D 80' 67 42 &7 33 70" 88 43 B8 3,4 7P 48 310 &7 TYPICAL WHEEL CARRIAGE J ANCHOR SEE #10x3" 410 -HT S.S S.M.S. W/ 7 / 16"Ox 5 / 8" o CHART ON LE MEDIUM &HAT NYLON ■-.. �g 001 w C1 BUSHING (TOP ONLY) a J C5 c Ec oIruj F�� W 1110x2"410 -HT 2 U) z o wU 3 S.S S.M.S. TYP. �I TOP &BOTTOM Lu I � WHEEL CARRIAGE J U N ? I 3 ■-.. �g 001 w C1 o -- a J C5 c Ec oIruj F�� W !• F 2 U) Z C9 F G Z P a LU N #10x3" 410 HT S.S Lu I S.M.S. W/ 7 / 16"Olx 7 / 8" Z w N to p MIN. SEPARATION SEE y = TYPICAL (BOTTOM ONLY) I Z a ANCHORS 2 j $ z CHART G ON SHEET 5 T r 7 W Z Z 0 u� tan 9 TOP 2" B.O. WALT `° LU z i � m w v ° MOUNTING INSTALLATION _ � W o50 FT - � w U N ? I 3 } rn o -- a J C5 c Ec oIruj F�� W 2 U) LL LU N #10x3" 410 HT S.S Lu B o m S.M.S. W/ 7 / 16"Olx 7 / 8" Z w N to LONG NYLON BUSHING C7 y = TYPICAL (BOTTOM ONLY) Z a ANCHORS Lo CHART O FT 2° B.O. WALL MOUNTING INSTALLATION STANDARD TRACK T r ygF8S„iitt°°- I A� 1 3 P$272112 B DF I6 TYPICAL ANCHOR SEE CHART ON LEFT #10x2"410 -HT S.S S.M.S. TYP. WHEEL CARRIAGE 1 TOP & BOTTOM L - #10x3" 410 -HT S.S o to S.M.S. W/ 7 / 16"Ox 5 18" < MEDIUM R. WAY NYLON DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART MAX D ESIGN LOAD SECTION 3 - 6 (TOP) SHUTTER CONCRETE CONCRETE CONCRETE WOOD ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING 6PACSVG (h) (N.) (N.) BLOCCK E �BL� ANCHOR ANCHOR SPACING SPACWO (h4) (h+) DESIGN MAX LOAD SHUTTER SECTION 3 (BOTTOM) CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE BLOCK BLOCK ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACONO SPAC9NG SPACING SPAC0IG SPACING(h) (N.) (h�) 01) (hL) (h�) IPSP) (INCH) TYPE A/B TYPE CIF TYPEDIE TYPEH/G SPE Al IMI! TYPE Et (PSF) (INCH) TYPEA/B TYPEC/F TYPED/E TYPE D7! TYPE EI 40 BP 12.0 120 120 12.0 1111 120 40 Bff 9.0 8.0 9.0 BA 9-0 7r 12-0 120 12.0 12A 112 1 HIS 7ff BA 8.0 1 &0 72 72 w 124 12.0 - 120 112 82 - 8A _9ff 9A BA 9.0 5.8 8A 114' 124 12.0 124 9A 7.7 7.6 914' 9-0 SD &9 54 6.4 120' 12D 120 11.7 94 73 7.1 120' 9D 9.0 8A 43 8.1 7 . 4`:: _• .. -. 4_'.. .... t0a"':. ... 8.7 .._.&7'- w ..OA•._.- __:...--T3Z.'. ... __..BA ... ...., 9D ... 77:-. �2... ,... ..::':_.. 141' 774 12D 104 74 62 SS 74P 89 910 - 72 4.0 4.4 _.. 50 80•.__._._12D- _.__120.__ _.. 12.0 110__. _ 118._.. .-'11A.. __- So ---'90-__- Ba 9.0 __-&0... 7.6 "' 82_--_ 78' 12.0 121) 124 11.1 92 83 78' 9D 9A 9.0 5D 63 BB' 12D 120 113 9A 7.4 7a 8S' 9a 8A 0.4 42 6.1 174' 719 12D t0A 78 B2 8A itb• as9.0 7.1 4a 43 120' 113 120 Bb 72 BA 6.7 12P 83 BD &7 3A 4.1 132 103 124 8A SA 5A 62 732' 7A 9D &1 3A 3.7 fi0 80' 12-0 120 12-0 12.0 10.0 9A SD BP 9D 8.0 &0 83 BA 7W 12.0 120 120 93 7.7 7A 7ff 9D 8.0 6.2 Bar 11.9 12D 9.9 76 03 BD Bff 82 9A 42 114' 10.0 120 &4 63 53 6.1 114• 73 Ba 3A 128' 9A 120 7.6 5.7 4A 4.6 128' BA SA *7.44.2 Bff 12.0 120 12A 103 8A 83 70 eff 9.0 8.0 58 78' 12D 120 10.6 BA 8.7 BA 7ff BA 8A 4A70 BB- 102 120 8.6 BA 6A 52 Bff 7A 8D 3.7 114• SS 11.9 72 5.4 4.6 4A N4' 83 7.9 6.1 3.1 718- 82 11.4 0.9 52 4A 42 tiff- BA 7.6 4A so 80' tza 120 12.0 B.1 76 73 80 60' 9.0 8.0 8.4 42 &1 7ff 114 120 1 92 7A 63 SA 78• 8.0 8.0 &6 3.7 3.9 BB• 9-0 12.0 7.5 5.7 43 4.6 9B' 8A 83 62 32 711- 78 10.7 6.6 42 4.1 3A 191• 62 7.1 4A - - 9D Sir 12A 120 10.7 8.1 62 6.6 go 60' BA 9.0 7.5 42 4.6 78' 9.8 720 82 62 52 eA 78' 7.1 9A 5A 33 36 BS 8.0 11.1 &7 6.0 42 4.0 96' 5.8 73 4.7 Iw 73 - 10.1 &1 4.6 3.9 3.7 t06' 63 0.7 43 100 BP 116 120 B.7 73 6.1 8A 100 Or 8.3 8-0 6.7 36 4.1 78' 8A 12.0 7.4 5.6 42 46 78" 6A &1 52 3.1 BB' 72 104 BA 4.5 33 3A 96' 62 BA 42 w 7A 9.7 5.8 4.4 3.7 36 Bff 6.1 6.4 4.1 - 120 48' 12D 120 10.1 7.6 6.4 8.1 920 w 8.7 8.0 7.0 4.0 43 80• 8A 12A &1 6.4 6.1 43 SP 74 83 &6 32 34 7ff 7A 103 62 4.7 3A 3.8 7ff 63 6.8 43 91- 6A &S 53 4a 3.4 32 91' 4A 6A 3.7 140 48' 103 120 8.7 6.6 5.5 52 140 Off 7A SA BD 3A 3.7 �' 83 11.5 6A 52 4.4 42 60' BD 73 4.8 78' 8.4 83 53 4D 3.4 3.2 78' 4A 8A 3.7 81• 6.1 8A &1 32 33 &1 61- 4A &6 3.6 160 Off 9.1 12A 7.6 8.7 4A 4A 160 49• S6 83 5.3 32 BP 73 10.1 &1 4.6 3.9 3.7 8ff 62 BA 42 70' 8.1 8A 8.9 3A 33 &1 70' 4A 6.6 3.8 TYPICAL ANCHOR SEE CHART ON LEFT #10x2"410 -HT S.S S.M.S. TYP. WHEEL CARRIAGE 1 TOP & BOTTOM L - #10x3" 410 -HT S.S o to S.M.S. W/ 7 / 16"Ox 5 18" < MEDIUM R. WAY NYLON o BUSHING jTOP ORILY} y Z rn o Qo W =CL r n 3/16.0 RIVETS @ � 6" O.C. FRONT & � � 0 A LL 5 EQ. EQ. MIN. SEPARATION SEE (9 r BACK Z x CHART G ON SHEET 5 4cn 4 d toco zd j D o N U1 7 co 4 Wz Z 0 w ti TOP CEILING MOUNTING Z w 3 4 5 6 INSTALLATIONn U) d III EDGE DIST. 7 FLOOR TO CEILING MOUNTING INSTALLATION O 3 STANDARD TRACK - YIP WA89„ PP,.E #10x3.410 -HT S.S nas 4-ai-tz actin 4s B01E0 C • C� Z. O DBAtg1 &L m i 14, FL�PPl4,. 1Y;1? ZT?Dt2 S.M.S. W/ 7 / 16°0x 7 / 8" i v -GF 75 LONG NYLON BUSHING (BOTTOM ONLY) o w y Z rn o Qo W =CL r n 3/16.0 RIVETS @ � 6" O.C. FRONT & � � 0 A LL 5 EQ. EQ. w (9 r BACK x w w LL 4cn 4 d toco rW.69 r m CONCRETE U1 O co�Z TYPICAL ANCHOR a 4 w ti SEE CHART ON LEFT w MIN. U) d III EDGE DIST. O FLOOR TO CEILING MOUNTING INSTALLATION 3 STANDARD TRACK - YIP WA89„ PP,.E -�FLj.4�iN,xuryON 9(6g nas 4-ai-tz actin 4s B01E0 C • C� Z. O DBAtg1 &L i 14, FL�PPl4,. 1Y;1? ZT?Dt2 mutrw w. AD12-37 i v -GF 75 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DEWX LOAD SECTION 4 (BOTTOM) SHUTTER CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE SPAN BLOCK BLOCK ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING SPACING (M.) (h) (h) (in.) (b.) MAX DESIGN LOAD SECTION 5 (BOTTOM) SHUTTER CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE 9PAN BLOCK BLOCK ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING SPACING Md (h) (N.) (h) (h) (PSF) (INCH) TYPEA/B TYPECIF TYPED/E TYBPEDA1Nt TYPE Et (PSF) (INCH) TYPEA/B TYPEC/F TYPED/E BEAlI TYPEE1 40 ..' 6P 720 120 1" 120 120 40 60' 7.7 73 7.7 7.7 7.7 78' 120 120 120 120 120 78' 7.7 7.7 7.7 7.7 7.7 66 t20 120 120 120 10.8 88'- 7.7 7.7- 77 7.7 7.7 114• t2D t20 129 108 8.1 114' 7.7 7.7 7.7 7.7 7.7 12P 120 129 12.0 89 8.7 1201 7.7 7.7 7.7 7.7 7.7 1.3--'-_'"7.7::. 141' t2A 120 120 85 7A 141' 7.7 - 73 - 7.7 7.7 7.7 _..-.__.... so ... So 120... Izo__ 120 -. - 120 _.- - 120 --. w -_60". -. _ _ .p......_.77- __ - 7.7-- 7.71 78' 720 120 120 12.0 10.7 78' 7.7 79 7.7 7.7 7.7 86' 12.0 120 12.0 89 8.7 w 7.7 73 7.7 7.7 7.7 174' 12.0 120 120 SA 73 114' 7.7 7.7 7.7 7.7 7.7 12P 12.0 12.0 119 79 70 120' 7.7 73 7.7 7.7 73 135 120 129 10.5 72 63 135 77 73 7.7 7.7 89 So,88' 80' 129 120 129 129 Izo 60' 77 7.7 7.7 7.7 7.7 78' 120 129 120 120 I" 78' 77 7.7 7.7 7.7 7.7 120 120 12A 729 119 88' 7.7 1.1 7.7 7.771 174' 1 120 120 10.4 100 20 114' 7.7 7.7 7.7 7.7 as 126" 120 120 12A 8.4 8.1 728' 7.7 7.7 7.7 7.1 68 7Q t20 120 120 12.0 12.0 70 1' 77 7.7 77 7.7 7.7 12D 120 12.0 120 120 78' 7.7 7.7 7.7 77 77 129 120 129 109 102 88' 7.7 77 77 7.7 67 120 120 120 89 89 h7ir 114' 77 7.7 7.7 6.7 69 120 120 120 89 82 118' 7.7 73 7.7 6A 6A So 12.0 120 12.0 120 120 60• 73 73 7.7 7.7 7.7 120 120 12.0 11A 11A 78' 73 73 7.7 7.7 72 72A 12A 120 93 89 88' 73 7.7 7.7 70 58 111' 120 120 12.0 60 7.7 111' 7.7 73 7.7 6.0 60 6P 12.0 120 120 12.0 120 6P 77 73 7.7 7.7 7.7 76' 12.0 12.0 120 102 88 78' 7.7 7.7 7.7 78 8.4 86' 12.0 120 120 83 79 86' 7.7 73 7.7 62 62 1-12.0 120 12.0 7.5 73 low 77 7.7 7.7 5.7 47 100 6 1 2.0 120 120 119 11A 1W 60' 7.7 73 7.7 7.7 7.5 78' 120 120 120 8.1 88 78' 7.7 7.7 7.7 89 6.7 88' 120 120 118 7.4 7.t 86' 77 73 7.7 SA 48 88' 120 120 11.672 88 88' 7.7 77 7.5 5.4 4b 120 46' 12.0 120 I" 12.0 119 12D78' 48' 7.7 77 7.7 7.7 7.7 or 120 120 120 88 9.5 Go' 7.7 7.7 7.7 7.4 62 76 12.0 129 12.0 78 7.3 7.7 7.7 7.7 V 48 1. 12.0 120 10.4 6b 83 81' 7.7 7.7 88 49 4.1 140 46' 12.0 120 120 108 102 140 48' 7.7 7.7 73 7.7 63 So120 120 120 6b 82 60' 7.7 7.7 7.7 6A 68 78' 120 120 7Q.4 60 83 .7, 7.7 7.7 9.8 48 4.1 81' 72A 120 10.0 63 69 87' 78 7.7 0.6 4.7 38 160 46' 120 120 120 83 88 150 48' 77 7.7 7.7 7.0 68 60' 12.0 120 11.8 7.4 7.1 00' 7.7 7.7 7.7 5.6 48 70' 118 120 10.0 63 1 Ar 1 7.6 7.7 6b 4.7 38 MIN. SEPARATION SEE CHART G ON SHEET 5 #10x3' 41D -HT S.S. S.M.S. W/ 7/16"0x 7/8" LONG NYLON BUSHING (BOTTOM ONLY) Z 5 CI%164 Lu F N 3/16"0 RIVETS 3/16'0 RIVETS c @ 12' O.C.@ 12" O.oo -. d ,RETE - - - - - -- CON(. --- 11 4 TYPICAL ANCHOR 0.500" SEE CHART ON LEFT MIN. EDGE DIST. �^ADJUSTABLE FLOOR MOUNTING -r STANDARD TRACK MIN. SEPARATION SEE 7 CHART G ON SHEET 5 on K ai g #10x2' 410 -HT S.S ) CD S.M.S. W/ 7/16"0x 5/8' LONG NYLON BUSHING In (9 (BOTTOM ONLY) Xz W I I 4 d EQ EO. TYPICAL ANCHOR SEE CHART ON LEFT CONCRETE o MIN. EDGE DIST. 5 WALK OVER MOUNTING STANDARDTRACK YIP WAb P.E. FI.J��I�,P IS�tIs�]ON be¢ee :GAS, i,1p/�pt o�=Q .4613 B'7 711>P OID z 7F 0z iw z� d � � e W 0) a Z U zd G W� O m �7 wW N Z � 0 9 � m Z W WDO � a O z co LL' 52 O w �x z U)IL 0 0 a I=- - AD12-37 8 OF 7fi z 7 � MIN. SEPARATION SEE CHART G ON SHEET 5 1 za � z O #10x3" 410 -HT S.S = Z S.M.S. W/ 7 / 16"Ox 7 / 8" 1n a m LONG NYLON BUSHING U c (BOTTOM ONLY) n 0 on m m ?N p o -EO. EQ.-, 1 -- -- - - ---- - - �1 _ Z J N w Wz 6 0 30 / 1/4"0 x 3/4" TEK 3 0 TYPICAL ANCHOR SCREW SEE CHART 1" MIN. Z am m SEE CHART ON LEFT / FOR SPACING } ° 12 u 0 B.O. WALL MOUNTING INSTALLATION m STANDARD TRACK 7 MIN. SEPARATION SEE CHART G ON SHEET 5 1 y Z 1 co y a S It of O It n CD #10X3" 410 -HT S.S = j m 6 ZS.M.S. W/ 7 / 16"Ox 7 / 8" rn y LU > LL LONG NYLON BUSHING 12co = $ X (BOTTOM ONLY) z W Z co ? 8 C) p Z u m o y W p Q CONCRETE r'1 YIP �tpa t4AD1& P.E. N TYPICAL ANCHOR t t�."IS*16 g�y D41S 4-W-1¢ @ 12" C.0 PERtA0,eTESTED SPACINGMIN.EDGE DIST. E1/]n n¢wm:r xc71¢_mn .o • jD P; • �i=ems m4mw w. TRENCH MOUNTING INSTALLATIONs o�';:�' 6 „ AD12'-37 STANDARD TRACK $m 2TZ112 B oP 15 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART SECTION 8 (BOTTOM) MAX DESIGN LOAD SSPNN� CONCRETE ANCHOR SPACING CONCRETE ANCHOR SPACING W000 ANCHOR SPACING CSL ANCHOR SPACING t BLOCK ANCHOR SPACING ALM6003-TO ANCHOR SPACING (I'SF) INCH) TYPEA131C /F TYPE TYPEHIG TYPEAt JB1/ D11E1 TYPE C1 /F7 114"TEKS 60' 9.0 9.0 9.0 94 9.0 9A ' 78' 1 9.0 BA 9.0 74 9.0 9.0 96' 9.0 9.0 9A 8.1 _ _ 9.0 u 40 114' 9.0 9.0 9.0 52 9.0 9.0 120' 9.0 9.0 9.0 4.9 85 8A ...... .132"_.- _'8.6'ir�9 -:9-0.`"_ _ .,4,9-^ _...,_ ._ 141' 9.0 9.0 BA 42 7.3 sA -80'._ ....__ 9.0 __. .. gA _.&g_.._.... _. 7s...-_ _ --9.0- -_ _.. .. 9.0 _. 76' 9.0 9.0 9.0 8A 9A 9.0 96' 94 2.0 9.0 4s 8b 9.0 eo 114' 9.0 9.0 9.0 4.1 72 BA 120' 0.0 &7 9.0 3s 6s 8A 13F 9.0 7s 9.0 3A 62 148 60' 9.0 2.0 BA 6.6 BA BA 70• BA 9.0 &0 5.0 8b 9.0 60 sr 0.0 9.0 94 4.1 7.1 9.0 114' 9.0 7.6 9.0 3.4 6.0 8.6 126' 9.0 8s 9.0 3.1 5.4 7.7 Or 9.0 9,0 9.0 5.6 9A 9.0 78' 9.0 9.0 9.0 4.3 7.5 9.0 70 w 9.0 7.8 9.0 3b &1 &7 114' 8s 6s BA &1 7.3 1t8' 8.5 63 9.0 4s 7.0 80' 9.0 9.0 9.0 4b 8.5 9.0 78' 9A 6A 9.0 3b 6s 9A B3' 8A 88 B.0 3.t 83 7b 111- BA &9 BA 4.6 7.0 60' 9.0 9A 9.0 4.4 7.6 &0 79' 9.0 7A 9.0 3.4 5s 8.3 or 82 E.1 9A 4.7 Bb tOS 7.5 58 8s - 4.3 82 9A &7 9A 3s 6E 9A 9A &7 9A 34 53 7.5 10D 7.4 SA as - 43 &1 k7V 72 5.3 Bb - 4.1 5s 9A 9A &0 4.1 7A 9A 9A 73 u 33 5.7 &1 120 7b 88 8A 4A 52 Bb 4.8 7.7 33 53 48' 9.0 73 9.0 3.5 6.1 &7 e9' 8A 62 9.0 42 as 140 78' eb 4.8 7.7 3.8 fi.3 81' 62 1 4s 7.4 3.6 &1 46' 9A 6s 9A &1 53 7b -W F 7.4 &4 8s 43 &1 70' 62 4.6 7.4 33 &1 z 7 � MIN. SEPARATION SEE CHART G ON SHEET 5 1 za � z O #10x3" 410 -HT S.S = Z S.M.S. W/ 7 / 16"Ox 7 / 8" 1n a m LONG NYLON BUSHING U c (BOTTOM ONLY) n 0 on m m ?N p o -EO. EQ.-, 1 -- -- - - ---- - - �1 _ Z J N w Wz 6 0 30 / 1/4"0 x 3/4" TEK 3 0 TYPICAL ANCHOR SCREW SEE CHART 1" MIN. Z am m SEE CHART ON LEFT / FOR SPACING } ° 12 u 0 B.O. WALL MOUNTING INSTALLATION m STANDARD TRACK 7 MIN. SEPARATION SEE CHART G ON SHEET 5 1 y Z 1 co y a S It of O It n CD #10X3" 410 -HT S.S = j m 6 ZS.M.S. W/ 7 / 16"Ox 7 / 8" rn y LU > LL LONG NYLON BUSHING 12co = $ X (BOTTOM ONLY) z W Z co ? 8 C) p Z u m o y W p Q CONCRETE r'1 YIP �tpa t4AD1& P.E. N TYPICAL ANCHOR t t�."IS*16 g�y D41S 4-W-1¢ @ 12" C.0 PERtA0,eTESTED SPACINGMIN.EDGE DIST. E1/]n n¢wm:r xc71¢_mn .o • jD P; • �i=ems m4mw w. TRENCH MOUNTING INSTALLATIONs o�';:�' 6 „ AD12'-37 STANDARD TRACK $m 2TZ112 B oP 15 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART td DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART WHEEL CARRIAG DESIGN �� SECTION 7 & 8 (TOP) ETE CONCRETE SPAN K BLOCK SHUTTER CONCRETE CONCRETE WOOD ;SPACING DESN� LOAD SECTION 7 (BOTTOM) SHUTTER CONCRETE CONCRETE MOOD CONCRETE SPAN BLOCK CONCRETE BLOCK ALUM. 808378 ANCHOR ANCHOR ANCHOR OR ANCHOR SPACING SPACING SPACING SPACING (in.) (h) (8s) (6l) (m.) ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACMO SPACING SPACING (in.) (b•) (M.) (h) (4+.) ANCHOR SPACING (b.) (PSF) (MCN -I) 7YPEA/3 /C/F TYPEE TYPE A1/ TYPE H/O B1/Di/E7 TYPE C1! F1 (PSF) (INCH) TYPEA/B /CIF TYPE E114- TYPE AI/ B1/Dl/E7 TYPE Cl/ F1 1/P TEO 40 .. 60' 9.0 8A 9.0 9.0 9.0 40 - 60' 9.0 BA 9.0 9.0 9.0 8.0 78' 9.0 9.0 9.0 8A 9.0 78' SA BA 8.0 72 8A 9.0 SB' 9.0 -9D 9.0 7.0 9.0 - - 96' 9.0 BA 9.0 6.8 - 9.0 - 9D 114'9D 8-0 9.0 59 9.0 114'9.0 BA 9.0 49 85 8D 120' 9.0 9.0 9.0 5.6 99 120' 99 99 9.0 4.7 8.1 8D .:_132•. a0-. _:_...�-, .. -_'6.1 :': 8.$ '132.'. -BA: 141' 89 9.0 9.0 4.7 82 141' BA 89 9.0 41D 89 83 60 -Sr ... __._.BA._._ ._--SD-'- ... 9.111 .. 89 9.0- _ ___._' - 60 - 80'.__ .. 9D. SD _.. 9D -- _._75._.. _ 9. _. 0 "'8D 78' 9D 910 9.0 89 9.0 79' BA BA 9.0 53 9.0 9.0 96' 9A 9.0 9.0 52 9A 88' 8.0 9A 9.0 4.7 8.1 9.0 114' 9D 9.0 9.0 4.7 82 114' 8A 8.7 9.0 39 83 92 12M 9D 8.0 8.0 45 7.7 120' 9.0 83 9.0 3.7 Bb 73 132 9.0 9.0 9.0 4.1 7.0 132 BD 7.5 9A 3.4 69 7.1 e0 9P 94 9.0 9.0 7A 9.0 60 80' 8D 9D 9D 62 99 9D 78' 9.0 9.0 9.0 5.7 9.0 78' 8.0 9D 9.0 4.8 83 9-0 98' 9D 9.0 9.0 4.6 8.1 BS' BD 85 9.0 3.9 83 82 114' 9.0 &7 9.0 3A 83 114' 9.0 73 9.0 3.3 8.7 89 126' 9D 73 9.0 35 8.1 12V 89 69 9.0 52 62 70 SP 9.0 9.0 8.0 6.4 9.0 70 6P 9.0 9A 9.0 63 9.0 9.0 78' 9.0 9.0 &0 49 85 78' 9.0 94 9A 4.1 7.1 8.6 e6' 9D 83 9.0 4A as eB' BA 7A 9.0 33 69 7.0 114'9D 7.4 &0 3A 59 114' 8$ 62 SA 4A 59 118'97.1 9.0 1 32 5.6 118' 8.1 8A 9.0 4.7 &8 so SP 94 9D 9.0 5.6 &0 so SP 8.0 89 9.0 49 8.1 8D 76' 6.0 9A 9.0 43 75 78' 9.0 BA 9.0 3.6 62 75 98' 9.0 7.7 9.0 35 6.1 - 89' 83 89 9.0 5.1 6.1 111' 9A 6.7 9.0 3D 62 111- 7.8 SA 8.0 4.4 6.3 90 8P 9D BA 9.0 SA 89 go W 8.0 9D 9.0 42 72 8.7 78' 9.0 85 &0 39 6.6 78' 9A 7.1 9.0 32 59 6.7 90' BA 69 SA 3.1 6A 88' 73 83 9.0 49 6.4 108' - 85 83 9A 49 106' 7.1 53 &a 4.1 SA 100 SP BD 9.0 8D 45 7.7 1� 6P 9.0 83 &0 3.7 85 73 78' 9D 79 B.0 3A 8A 78' 8.8 6A 8D 8D 8D .a. 9.0 49 88' 7A 52 83 4.1 49 89' 8.1 &0 9.0 4.7 88' BA 5A &1 39 4.7 120 48' 9D 9D 9.0 49 8.1 120 48' 9.0 99 eA &9 89 B2 SP 9.0 82 9.0 31 BS SP9A 89 eD 3.1 5A SS 78' 89 6.3 9.0 SD 78' 72 53 85 42 &0 91' 7A SA &7 43 91' 62 49 73 32 43 140 48' 9D 89. 9.0 4.0 68 140 48'. BA 7A 9.0 33 59 7D Sol ab 7.1 8D 32 S5 80' 8.0 69 9D 45 &8 78' 7A 5.4 8.7 43 78' 62 4.6 73 3.0 43 81' 7.1 52 8.4 4.1 81' 09 4.4 7.1 3.4 4.1 150 48'99 7.7 &0 35 6.1 180 4B' 83 65 9D 6.1 6.1 SV 8A 62 9.0 4A 80' 7D 82 83 4.1 49 70' 7.1 52 8.4 4.1 70' 69 4A 7.0 3.4 4.1 TYPICAL ANCHOR SEE CHART ON LEFT 4 y zO/� W 12 1/4.0 -20x3/4' S.S. BOLTS W/ NUT & WASHER Q 0' O.C. I o_ #10x2' 410 -HT S.S S.M.S. TYP. TOP & BOTTOM #10x2' 410 -HT SS S.M.S. W/ 71 UrOx 7 / 8' MEDIUM NYLON BUSHING (BOTTOM ONLY) PICAL ANCHOR// SCREW SEE CHART SEE CHART ON /' \ FOR SPACING LEFT v td lJ WHEEL CARRIAG F - Z w o U) !L z '° er q 3116.0 RIVETS @ -6' O.C. FRONT &BACK > -� m U1 0 W > LL V) c Z T=q LU 19 y m 2 #10x3.410 -HT S.S ' Wre Z d o W (7 (� .,3 S.M.S. W/ 7 / 16'0x 5 / S' MEDIUM & HAT NYLON BUSHING (TOP ONLY) O7 O o a m C N Nb to 0 _ Z fit` U -_. - --- z- - - -- - MIN: SEPARATION SEE. --_. I_ 91 z CHART G ON SHEET 5 Z 6 �y ° U) Q ] 0 Wi a 8 ° a m D 2 ° B.O. WALL MOUNTING INSTALLATION � D m 2 i �'' 'm 7 8 d� m STANDARD TRACK m::a B #10x2' 410 -HT SS S.M.S. W/ 71 UrOx 7 / 8' MEDIUM NYLON BUSHING (BOTTOM ONLY) PICAL ANCHOR// SCREW SEE CHART SEE CHART ON /' \ FOR SPACING LEFT v w lJ f F - Z w o U) !L z '° er m O s� of 3116.0 RIVETS @ -6' O.C. FRONT &BACK > -� m U1 0 W > LL V) p Z T=q LU 19 y m 2 ' Wre Z d U) W (7 c� 0 7B.O. WALL MOUNTING INSTALLATION STANDARD TRACK YIP,wL�A wAh*, P.E Fl( bQA IST( 10N n49ti a-zh->B `a9:A.IO2Bg634'� g)41£ 49 90149 FLO 6 vC,O * W � 094EN 9.I. ;Z- ..,. fls:a. "Y'< o_'Q: P9016Cf Kc719-o47 FSS)o ,,,�` AD12-37 nnn m 27 202 i 10 OF 15 - I I - --- - CHART G ON SHEET 5 z Z 114"0 x 3/4" TEK SCREW @ 4" O.C. O TYPICAL ANCHOR SEE CHART ON LEFT Q Q d Q 110 1 11Mr #10x3" 410 -HT S.S S.M.S. W/ 7 / 16'Ox 7 / 8" LONG NYLON BUSHING (BOTTOM ONLY) 9�2-. WALL MOUNTING INSTALLATION DARD TRACK u �E Z DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART `AAI o�D m SECTION 9 (BOTTOM) SECTION 9 (BOTTOM) DEMGN LOAD SHUTTER SPAN CONCRETE BLOCK ANCHORSPACING(hn.) ANCHOR SPACING IN (PSFI (INCH) TYPE TYPE C TYPED TYPEE/F TYPE At TYPECl/ /El/Fl Di H S6 65 Bb 6.5 8.8 6.1 6.5 76 65 6.5 6.5 6.5 43 6.4 w 65 6.5 6.6 63 39 52 40 114- 6.6 85 65 53 32 4.4 126• BS 65 65 &1 35 42 132 65 6.4 65 4.B 33 I� J 141, m� ¢ S6 BS 6.6 65 85 45 S5 - -. 76.. ._..8,6. .... .. 6.8...---95 _ -'--62.. 3.7-. - V- 86 65 6.5 65 5.1 35 42 114' fib 55 65 43 3.6 126 53 5.6 eb 45 &3 132 45 6.1 55 3.7 - 3.0 66 65 65 65 8.5 4.1 65 76 65 85 65 52 3.1 43 60 86 55 6.8 85 42 - 3.5 114' 4.7 45 5.7 35 128• 42 4.6 52 3.2 - - 66 6.5 65 65 6.8 35 43 76 55 62 6.5 4A 3.7 70 86 45 65 55 35 174• 45 42 45 3A 116 35 45 4.7 - - 66 Bb 65 6.5 &1 35 42 76 6.1 BA &3 35so 32 86 42 4.4 6.1 32 itt• 3.8 35 4.4 60, 55 62 65 45 3.7 76 45 45 65 3b 66• 3.7 35 4.5 - - 106 3.4 35 4.1 - 66 53 55 65 45 - 33 76 4.1 43 5.0 M 100 86 33 3b 4.1 - W 32 3A 35 _ 46 5.5 55 65 42 - 35 86 4.4 4.7 5A 3.4 120 76 3A 3.6 42 81' - 3.1 3.6 - 46 45 65 65 35 - 66 35 45 4.6 - 140 76 3.1 35 - er as - 48• 42 4.4 a1 32 1S0 86 33 35 4.1 - 76 3A - I I - --- - CHART G ON SHEET 5 z Z 114"0 x 3/4" TEK SCREW @ 4" O.C. O TYPICAL ANCHOR SEE CHART ON LEFT Q Q d Q 110 1 11Mr #10x3" 410 -HT S.S S.M.S. W/ 7 / 16'Ox 7 / 8" LONG NYLON BUSHING (BOTTOM ONLY) 9�2-. WALL MOUNTING INSTALLATION DARD TRACK u �E Z o�D m Z y w: y H Z d X � 7 � o Q W Z Z 0 m m C. 'o W Z m C I� J m� ¢ AL (~() Z M 0 A� U) w W i U)W Lu Z co W W m x U) U) Z 0 W 0 O r1 YIP��gq1�pp W�C� P.E. I I FL jJ��I91i1S'�1'hjION � I �3y n�Te to * W � D341K B.L FLOP: AD12-37 ,Nt1.1• #kk{�tZ72012 F u 01116 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART R` m 0 MAX DESIGN LOAD RSH$ TE SECTION 10 (TOP) WOOD ALUNUNI NO STRUCTURE PLATE ams. 7/4'TEKS ULTRACON D�GN LOAD SHUTTER SPAN CONCRETE TYPE AIS/C/ F CONCRETE TYPEE SECTION 10 (BOTTOM) WAD CONCRETE STRUCTURE BLOCK TYPE A7l81/ 7YPEH/G D7/E1 CONCRETE BLOCK TYPE C1/F7 ALLN. TUBE 6063.78 1N•x 3/4'SElF OR813CREW (PSF) (INCH) ANCHOR ANCHOR SPACOVG (In.) SPACING(h) (PSF) (INCH)SPACING(N.) ANCHORANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING(6t) SPACING(ht) SPACING(bl) SPACING (h) SPACING(N.) 40 60' 18.0 120 40 60' 8D 9.0 8.0 9.0 9.0 Bp 78' 16.0 120 78' 9.0 9.0 9.0 B9 BA 9.0 - - 96' 164 120 96' 94 94 9.0 5.8 9.0 7.6 174• i8A 120 174• 9.0 9.0 94 4.7 82 64 120' 16-0 - 17-D .._ -120'. _-. 9A. .. 8A - ... BA ... ... 46 ... -..: = 78 81 .. _137__ 164 720 1'!2' -_ 84 __. BA 8D _.: 4.t 7.1 BA 141• 16.0 120 141• 9.0 8.5 BA 38 6.7 52 8D SD' u -b 72A 60 BP 9.0 BA 94 72 9.0 BA 78' i6A 120 78' 94 9A 9A 5b 94 78 06' 18.0 120 96" 9A 9.0 94 4.6 7b 6.1 tt4' 1" 120 114' 9.0 8A 94 3b 68 5.1 120" 78A 120 120- 9A 8A 9.0 38 83 49 132' 16.0 120 137 9.0 73 94 33 5.7 4A 60 60' 16A 120 60 BO" 9.0 9.0 94 6.0 0.0 8.1 78" 78A 120 78' 94 9.0 94 4.6 BA 62 98' 16A 120 98' 9.0 83 9.0 38 6.5 6A 114' 16.0 11.7 778 eA 7.0 94 32 6.5 42 120' 18.0 10.6 728' 6.6 63 9.0 - 5.0 38 70 Sr 78A 120 70 W 9.0 94 9.0 52 89 BA 78' 16A 720 78" 94 88 94 4.0 Bb 53 06' i8A 179 96' 9.0 7.1 9.0 32 5.8 43 114' 16A 10.1 114' 6.1 6.0 BA 4.7 38 118' 16.0 0.7 1t8' 79 59 9.0 4.5 34 so W 16.0 120 so HP 8p 9A BA 4b 74 5.1 78' 18.0 120 78' 94 7.7 99 33 64 47 88' 16.0 1Ob 98' Bb 62 94 49 32 111• 16.0 8.1 111' 73 S.4 8.7 42 33 BID 6P 18.0F12 80' 9A 6b 9A 44 7A 8A 78• 164 78" 9.0 B8 B-0 3.1 8A 4.1 06' 18.006 96• 7b 5.8 69 43 3.4 708 78A 705' 69 5.1 82 - 4.0 3.1 706 60• IBA 60' BA BA BA 38 63 48 78' 18A 78' 83 8.1 9.0 4b 3.7 06' 164106W9-9-6.6 5.0 84 - 3b 3A 90' 15.0 48 7A48' 120 18.0 120 12D 63 9.0 38 6.5 SA 6P I" 71.1 6.7 94 3.0 52 4A 78' 16A 6.7 6.1 82 4.0 3.1 111' 78A 7b 4A 7.7 3A 48' 16)1 11.9 140 7.1 9A 32 5.6 43 BD' 162 88 5.7 9D 4.8 38140 78" 16.0 7b 4.4 7.1 3.4 81• 16.0 73 81• 1 5.7 4-288 33 - 160 4W 16A 10.6 160 48' 8b 62 e.0 4.8 38 60• 164 8.5 611 88 5.0 84 39 34 7P 16.0 72 IT 5.7 4.2 88 3.3 (3) 5/16" 0 ULTRACON W11-1/2" MIN. EMBED INTO WOOD STRUCTURE, SEE CHART ON LEFT FOR SPACING 1/8"x4' ALUMINUM/ PLATE CONT. 6063-T6- #10x3" 41 O -HT S.S S.M.S. W/ 7116'00 518" MEDIUM & HAT NYLON BUSHING (TOP ONLY) Ci Z N IN. SEPARATION SEE CHART G ON SHEET 5 114" TEKS SEE CHART ON; EFT _o FOR SPACING I VA #10x2" 41 O -HT S S M.S. TYP. R` m 0 TOP & BOTTOM R7te vri m - - -- -z aw s 0 Q a N WZ 8 If Z 0 (: Z 7 p1 o 2 dm W mo N O Ao % r c LU Z UU a Z W SUBS o y j W {9 // / I I (r1�1 O n FJi b W Elf W II �Ai TS.S wTYPICAL AN O 16'Ox 718" NSEE CHART O / N BUSHING G) 7 o m LE (BOTTOM ONLY) z y G 1/4"0 x 3/4" TEK 2X1X1/8' OR 2x2X1/8" SCREW SEE CHART W g ALUMINUM TUBE CONT. FOR SPACING N W w CEILING TO WALL MOUNTING INSTALLATION STANDARD TRACK YIPWAtdjp P.E. 1bN".,-ISXPON Qa@7•;If+�iS§834asls 4 -¢I -1z AV112867r' a: Q i p � �i4QQA: 1O. �E830 AD12-37 Miii 12 OF I6 (SEE PAGE 1) TYPICAL ANCHOR MIN. SEE CHART ON LEFT EDGE DIST. WHEEL CARRIAG / US 111013`410 -HTS S.MB. W/7/16'0x5/S' MEDIUM & HAT NYLON #10X2"410 -HT S.S S.M.S. TYP. TOP & BOTTOM 6 K SEPARATIONS EI I I d4T G ON SH 5 17 W Z y � 18 9 N ? m m CONCRETEc a 3/16"O RNETS @ 1T j vi O.C. FRONT & BACK LLLI w ii r o TYPICAL ANCHOR W = #10x3' 410 -HT SS OV 7 SEE CHART ON LEFT Z y S.M.S. WJ 7 / 16'0x 716• W to LONG NYLON BUSHING (BOTTOM ONLY) c' Z a N W 0 FLOOR TO CEILING MOUNTING INSTALLATION HEAVY DUTY TRACK YIFPT� WW,Q, P.E. FL(, lip%:IMISfiO.J,10N Q� .F.1�>.i5183: '� Oa4E a-zi-NB .a:: 0A�9Z66 �% eWE to NOOa t>•° * W . 184!8 SL • PPDffi.T AD12-37 aq/nnnn` M 27W t 13 OF I6 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART MA)c DESIGN LOAD SHUTTER SPANCONCRETE SECTION 11 (TOP) CONCRETE CONCRETE MOOD CONCRETE cGNCRETE BLOCK BLOCK DESIGLOADSPAN SECTION 11 (BOTTOM) CONCRETE CONCRETE CONCRETE COMCii£TE CONCRETE IYPEA/8 TYPE C/F TYPED/E TYPE A" TYPE EI TYPEA/B TYPEC/F TYPE DIE TYPEH/O 0 TWEET (PSF) (Pl(70 ANCHOR SPACING (41.) ANCHOR SPACING (In.) ANCHOR SPACING OL) ANCHOR SPACING (hL) ANCHOR SPACING (40 ANCHOR SPACING (m.) (PSF) (INCH) ANCHOR SPACING (1-) ANCHOR SPACING 01) ANCHOR SPACING (h) ANCHOR SPACING OL) ANCHOR SPACING (BL) 40 60, 128 12.0 120 12.0 1z0 120 40 .. eo' 12D 12.0 12,0 128 12.0 77 128 1z0 12-0 12.0 11.7 112 76' 12.0 12.0 1 12.0 1210 12.0 96' - 129 1z0 12.0 113 95- 9.1 98' 124 128- 1210 12.0 118 114• 128 12.0 128 98 BD 75 114' 124 124 12.0 11A 17 120' 128 ,128 12.0 _..41 ,... ,.. .,. 79 7.31. 120' ..128 ....12.0 _17M., 102 02 , .ice, .,- 11-- - IZU72D.. 99 ... �.... 141' - 12.0 12.0 102 7.7 85 02 141' 124 12.0 125 92 7.8 60' 128 1z0 12.0 12.0 128 11.7 W 12.0 1zo 1z0 128 1z0 78' 128 12.0 12.0 112 95 i. 78' 12D 1210 12.0 128 113 98' 124 120 120 9.1 7.7 7.3 96' 12.0 12.0 128 105 92 114' 128 1z0 102 7.7 65 92 114' 1210 12.0 170 8.1 73 120' 115 128 9.7 73 62 59 120' 120 12.0 12.0 87 73 137 10.5 1z0 85 68 88 63 137 12.0 12.0 11.1 78 W 00 BP 128 12.0 12.0 128 10A 08 60 60' 128 120 124 128 12.0 78' 128 128 12.0 9ABD 75 78' 1- 120 128 1- 128 96' 12812.0 102 78 85 62 96' 12.0 12.0 12.0 128 12.0 114' 102 12,0 85 8.4 6.5 fit N4' 128 1z0 1210 118 11.0 128' 93 120 74 58 54 4.7 126' 12.0 128 170 108 99 70 613' 128 120 120 105 98 85 70 Sr 128 1x0 1x0 12.0 12.0 78' 128 170 105 &1 88 65 78' 12.0 12.0 1x0 12.0 12.0 96' ioz 128 84 88 65 b3 96' 120 1210 120 120 112 114' 85 1210 7A 55 47 4.5 t14' t2D 1210 12.0 102 9A 118' BA 115 7.1 53 45 4.3 it8' 728 12D 128 93 8.0 so 60 128 12.0 128 92 78 75 12D 12D 128 128 12.0 76 113 12.0 95 7.1 6.1 8.7 1x0 12.0 128 1z0 90' 9.2 1z0 7.7 6.7 48 4.7 12.0 120 105 95 t11' 78 11.1 6.7 58 43 4-0 12.0 1210 92 F'.." SS W' 12.0 1z0 11.0 82 7.1 85 so E122.0 12.0 12.0 12.0so 120 78' 10.1 1z0 85 63 SA 8.1 12.0 1zo 115 10.7 98' 82 11.4 09 &1 4A 42 128 12.0 9A &7 for 75 105 63 4.7 48 34 1. 120 85 &0 100 6 114 12.0 98 7A 6A 88 100 80' iz0 1210 128 12.0 78' 9.1 12.0 75 5.7 484.6 7S' 12D 1z0 12.0 IDA SS 98' 7A 103 62 45 44 3.7 88' 129 129 170 85 74 99' 72 10.0 68 45 38 35 99' 129 170 1z0 82 7.6 120 4B' 124 12.0 10.4 7.7 8.7 63 120 48' 129 � 120 1z0 128 12.0 S6` 99 1210 83 6.1 83 5.0 80' 124 1x0 170 113 1010 78' 75 104 SA 4.7 4.1 38 78' 129 1210 12.0 8.7 810 91• 85 9.1 55 4.1 35 33 91' 129 12D 11A 7.5 &9 140 48' 104 1z0 - 89 68 5.7 &4 140 48' 1x0 1z0 120 128 112 BP 88 11.9 7.1 52 48 43 SP 129 12.0 1z0 97 89 78' 68 910 55 4.1 35 3.3 78' 12.0 1x0 11.4 75 68 81' 63 85 53 38 3A 32 BT 128 12.0 118 72 &6 160 48' 93 12.0 74 54 54 4.7 1S0 48' t20 170 1210 108 9.8 60' 7.4 10A I3 45 49 35 BP 128 12.0 1210 85 74 TV 6.3 84 53 38 3.4 3.2 7P 12D 12.0 1110 72 65 160 48' 83 114 7D 5.1 45 42 1811 48' 12.0 129 12.0 SA &7 83' 83 84 53 3S 310 3.2 2 03' 12D 1x0 11,1 72"- 200 48' 4r 7.4 1010 83 44 4D 34 200 4B' 12D 120 1210 B5 74 67' 63 8.8 63 38 3.4 3.2 6T 12D 124 109 7.1 &S (SEE PAGE 1) TYPICAL ANCHOR MIN. SEE CHART ON LEFT EDGE DIST. WHEEL CARRIAG / US 111013`410 -HTS S.MB. W/7/16'0x5/S' MEDIUM & HAT NYLON #10X2"410 -HT S.S S.M.S. TYP. TOP & BOTTOM 6 K SEPARATIONS EI I I d4T G ON SH 5 17 W Z y � 18 9 N ? m m CONCRETEc a 3/16"O RNETS @ 1T j vi O.C. FRONT & BACK LLLI w ii r o TYPICAL ANCHOR W = #10x3' 410 -HT SS OV 7 SEE CHART ON LEFT Z y S.M.S. WJ 7 / 16'0x 716• W to LONG NYLON BUSHING (BOTTOM ONLY) c' Z a N W 0 FLOOR TO CEILING MOUNTING INSTALLATION HEAVY DUTY TRACK YIFPT� WW,Q, P.E. FL(, lip%:IMISfiO.J,10N Q� .F.1�>.i5183: '� Oa4E a-zi-NB .a:: 0A�9Z66 �% eWE to NOOa t>•° * W . 184!8 SL • PPDffi.T AD12-37 aq/nnnn` M 27W t 13 OF I6 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DMAX LOAD SHUTTER SPAN SECTION 12 (TOP) CONCRETE CONCRETE 1N000 CONCRETE CONCRETE BLOCK BLOCK ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACNG SPACING SPACING SPACING SPACING (1..) (1) (h) (b.) (m.) DESIGN LOAD SHUTTER SPAN SECTION 12 (BOTTOM) CONCRETE CONCRETE WOOD CONCRETE CONCRETE BLOCK BLOCK ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING SPACING (m.) (K) (I-) (h) (h) ( ) (INCH) TYPEA78 /CIF TYPEE TYPE A7/ TYPE Ci/ TYPE H/G B7/D7/E7 - F1 (PSF) TYPEA/B /CHF TYPEE TYPE 107/ 7YPEH/Q B1/D7/EI TYPE C7/ F1 40 ....._'. '. 6(• 1210 120 720 105 12.0 40 _.._;'_ 60' 1210 120 1210 8.7 720 78• 12.0 1 120 120 1 8.1 1210 78' 121D 1 120 1210 a7 11S 8^e .12.0 120. 1210 1 05 115 98' _ 1210 120 120 510 9A 774' 120 120 120 65 95 774' 1210 10.1 1210 4.6 BA 120' 1210 11.7 120 63 92 120' 1210 85 1211 43 75 _y32`.. ]zti'__'. _10.6 ..:".120 '-..._:. A,S ':;, 83 132';.: "1110._ 89 ...':".'.9210.._ .4.0^' '9:8' :'• 141• 124 10.0 - 120 48 75 141'.. 11.1 - 82 7210 3.7 SA ___... _. .. 80 W .. -7210__-_ _.._ 7.._'.__1210 ..._. ._. .8A .1210 .. _... _. 60'_-_-122 __-120._. __42-0---_..710.._ _..120 78' 1210 120 120 Sb 113 78' 1210 11.9 1210 5.4 83 BS 120 11.7 120 53 92 96• 1210 BS 1 1210 43 7.6 11C 1210 95 720 4.4 7.7 114• 1110 8.1 7210 &7 8.4 12P 1210 9A 120 42 73 120' lob 7.7 1210 3.5 610 732 115 85 120 35 8.7 137 9b 710 773 32 6.6 60 60' 1210 120 120 710 1210 60 60' 120 1210 1210 69 10.1 78' 12.0 120 720 6A 9A 95• 1210 9.7 120 4A 710 78' 1210 OR 120 45 7.7 88' 1010 S10 120 310 83 114- 11.1 82 120 3.7 8.4 774• 92 65 1010 &1 53 125' 10.1 7.4 11.9 33 6.8 128' 83 6.1 9A 45 70 Bw 120 120 720 64 10.5 TO 60• 120 1110 120 510 85 78' 120 103 120 49 8.1 78' 115 851210 39 65 96• 113 8A 120 38 8.5 98' 93 810 11.1 3.1 5A 774' 85 710 113 32 5.6114' 79 53 &3 4b 118- 9.1 6.7 105 310 5.3 118' 75 59 88 410 60' 1210 17.7 1210 53 1 92 BD 60' 1210 85 12.0 43 70 78' 120 9.0 720 4.1 710 78' 10.1 7.4 114 3.3 as w 910 73 71.8 33 6.7 98' 82 810 9.7 4.7 717- S9 63 102 610 111• 7.1 52 S.4 4.1 90 60' 720 10.4 12.0 4.7 8.1 90 SO' 115 88 1210 32 6.7 78•10.8 810 120 35 83 78' 89 SA 105 62 96• 89 6b IDA - 6.1 98' 73 SA 85 42 105- 8.1 69 09 4.7 106' 85 49 7.9 39 100 60" 120 9.4 1210 42 72 1W Sr 10.5 7.7 1210 38 810 78' 95 72 11.6 32 85 78' 810 59 95 45 86' 79 SS 9A 4.6 or 6b 45 75 35 99' 7.7 6.7 9.1 - 4A 99• 63 4.7 75 3.7 720 + 48• 124 9.7 12o 4.4 710 120 48' 109 BA 1210 39 63 60" 105 7.8 120 35 6.1 w 8.7 84 103 810 78' 8.1 610 910 4.7 78• 8.7 49 BA 39 91• 74 5.1 83 44 81• 52 42 88 33 140 4S 113 8A 1210 38 65 140 48' 93 69 11.1 &1 SA SO' 9.1 6.7 10.7 310 52 w 75 55 as 43 7S' 710 5.1 83 4.0 T9' 6.7 42 63 33 ar 6.7 49 810 39 S7' 55 4.1 8.6 32 1S0 48' 99 73 119 33 5.7 ISO 48' 82 ob 9.7 4J Or 7.9 89 9.4 45 BO' 6b 45 7.8 35 7P 8.7 49 79 - 39 70' 55 4.1 6.6 32 �4. 1� 48- S9 65 1010 5.1 1W 481 13 5.4 89 B3' 6.7 49 8-0 3.9 63' as 4.1 S9 92 48' 7.9 $.8 9.4 4A p0 48' 85 49 79 38 6T 8.7 1 49 79 39 57' S5 4.7 0.5 32 WHEEL CARRIAGE z / f / #10x3" 410 -HT S.S TYPICAL ANCHOR . / S.M.S. W/ 7 / 16"0x 5 / 8" A SEE CHART ON LEFT MEDIUM & HAT NYLON N BUSHING (TOP ONLY) m a / 16 #10x2" 410 -HT S.S S.M.S. U a z o SUBSTRA TYP. TOP & BOTTOM � o LU pO m P 0 m 0) U Z h C D) O w co WN g 1 wo 0U I n �U c h t W e dM 7 5 } 7 c N. SEPARATION S E V y f 0 a, HART G ON SHE 5 I LU Ci O W =) C) y Z fnn1 CD w D CD a�w / mz iv 16 IW 0 // q W W U) as q #1 Ox3" 410 -HT S.S S.M.S. W/ 7 / 16*0x 7 / 8" U) o z to w LONG NYLON BUSHING TYPICAL ANCHOR / (BOTTOM ONLY)w to _ SEE CHART ON LEFT N Z a W N (7 12 WALL MOUNTING INSTALLATION HEAVY DUTY TRACK YIPwA918 PE FIj gi*ON ?✓Q Qom? - v 5 N° 14 = n1u1m S1. •7 r11% • • �• � Ol= PRO!>iCl' Imr tz- - 'ice 49 P�OPi Oi � 6`OSSIO?pa�, I ae>onc w. AD12-37 14 OF 15 M272M d ANCHOR TYPE A, C, D da ORE 7-112' FROM E0. END @ 9° O.C. I;F 1/4'TH RU BOLTS W/ WASHER & NUTS 2"X 3' X 118° ALUM. TUBE 8063-T6 114'0 x 3)d' TEK SCREW @8.0.1; IMAX. i. #10X3" 410 -HT S.S S.M.S. W/ 7 /16.06 518- MEDIUM AND HAT NYLON BUSHING (TOP ONLY) J 16 Q WHEEL CARRIAGE I v~i (8) -1/4" 0 THRU i n BOLTS W/ WASHER p d & NUTS PER ANGLE �g 4Q o � w j w CONCRETE • CONICREI€4 . Y X 3 X 1/8" ALUM. EO. A, C, DOREQ3°MIN. ANGLE CONT. d 1' MIN. I i' I Jn a Q � p Q 3'X3"X1/4°ALUM. ANGLE LONG EACH END 7 EXISTING WINDOW GLASS U i!; 2•X5•�118" OR Z"X6'X1/8' 118 1" O112"X6"X1/4° ALUM. TUBE 8083-T6 REFER TO CHART ON SHEET 4 IWO x 3/4" TEK S,,REW @ 6" MAX. O.C. ,z #1 Ox2" 410 -HT S.S S.M.S. TYP. TOP & BOTTOM I r EXISTING WINDOW GLASS 7 #10x3" 410 -HT S.S S.M.S. Wt 18. LONG NYLON BUSHING r1 (BOTTOM ONLY) • 17 z O 4 CONCRETE 18 _ Iii ei g Ir ANCHOR TYPE A C. D OR E 1-112" FROM j ; 3/10°0 RIVETSup EA. END (J$ 9" O.C. '-- 6° O.C. FRONT & 0.3f BACK d 1" MIN.; MIN. '- S 1/4'0 x 3/4' TE "i SCREW @ 9° O.C. \11-2-XS'XIW ALUMINUM TUB 114"0 THRU BOLTS W/. ep+�*nou WASHER &NUTS 7" - y7p; .� 0% FROM EACH END AND, I: oaa; ••••• <;J, v a 12" O.C. MAX o =q� m 2" X 4" X 1/8' ALUM. - ANGLE CONT. %O2, T'9 9v9� •.0 °.FNG/NE �' B.O WALL MOUNTING INSTALLATION I` HEAVY DUTY TRACK GSS -1 GENESIS SHUTTER SYSTEM MCY ENGINEERING{ IN E A� 66 GENESIS SHUTTER GROUP, INC, GLAZING CONSULTANTS ; C 8811 NW 80 AVE. BAY 7A 173 8501 SW 124 AVE. STE. 205A P;300',.271.0117 rY G HIALEAH GARDENS, FL. 33016 M", FL 33183 F': 786.271.0. , 573.0 33 9 P:(305)733-6236 F;(305)846.9413 www. MCYEngineering.com MCY. Ejngineering*Att. net si REVISIONS Q I v~i (8) -1/4" 0 THRU n BOLTS W/ WASHER p d & NUTS PER ANGLE • o � w d • CONICREI€4 . (7) ANCHOR TYPE EO. A, C, DOREQ3°MIN. O.C. AT EAGN ANGLE d 1' MIN. I i' WHEEL CARRIAGE Jn a Q p Q 3'X3"X1/4°ALUM. ANGLE LONG EACH END U i!; 2•X5•�118" OR Z"X6'X1/8' 118 1" O112"X6"X1/4° ALUM. TUBE 8083-T6 REFER TO CHART ON SHEET 4 IWO x 3/4" TEK S,,REW @ 6" MAX. O.C. ,z #1 Ox2" 410 -HT S.S S.M.S. TYP. TOP & BOTTOM I r EXISTING WINDOW GLASS 7 #10x3" 410 -HT S.S S.M.S. Wt 18. LONG NYLON BUSHING r1 (BOTTOM ONLY) • 17 z O 4 CONCRETE 18 _ Iii ei g Ir ANCHOR TYPE A C. D OR E 1-112" FROM j ; 3/10°0 RIVETSup EA. END (J$ 9" O.C. '-- 6° O.C. FRONT & 0.3f BACK d 1" MIN.; MIN. '- S 1/4'0 x 3/4' TE "i SCREW @ 9° O.C. \11-2-XS'XIW ALUMINUM TUB 114"0 THRU BOLTS W/. ep+�*nou WASHER &NUTS 7" - y7p; .� 0% FROM EACH END AND, I: oaa; ••••• <;J, v a 12" O.C. MAX o =q� m 2" X 4" X 1/8' ALUM. - ANGLE CONT. %O2, T'9 9v9� •.0 °.FNG/NE �' B.O WALL MOUNTING INSTALLATION I` HEAVY DUTY TRACK GSS -1 GENESIS SHUTTER SYSTEM MCY ENGINEERING{ IN E A� 66 GENESIS SHUTTER GROUP, INC, GLAZING CONSULTANTS ; C 8811 NW 80 AVE. BAY 7A 173 8501 SW 124 AVE. STE. 205A P;300',.271.0117 rY G HIALEAH GARDENS, FL. 33016 M", FL 33183 F': 786.271.0. , 573.0 33 9 P:(305)733-6236 F;(305)846.9413 www. MCYEngineering.com MCY. Ejngineering*Att. net si REVISIONS