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WS-14-446Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 208591 Permit Number: WS- 3- 14-446 Scheduled Inspection Date: March 26, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Shutter Final Owner: BRIGGS, WILLIAM Work Classification: Shutters Job Address: 785 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Phone Number Parcel Number 1132060142030 Contractor: OASIS SHUTTER INC Phone: (305)552 -5000 Building Department Comments 18 NEW ACCORDION SHUTTERS INSPECTOR COMMENTS False March 25, 2014 For Inspections please call: (305)762 -4949 Page 16 of 40 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 25, 2014 For Inspections please call: (305)762 -4949 Page 16 of 40 �e Miami Shores Village Building Department {10050 N:E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.9972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING MAR I o lox FBC 20 Permit No. Master Permit NO.W✓ j W " L /6/-f� ROOFING JOB ADDRESS: 2 0,r q �e �5/ City: Miami Shores County: Miami Dade Zip: I Folio/Parcelk - //- 0 h the Building Historically Designated: Yes NO Flood Zone: l�l C.0 /,� Q i eL i�rtcAj � OWNER: Name (Fee Simple Titleholder):_ �l �%5 - Phone#: CDs 00 ' 2-711 Address: City: /7, /}/n ( S h 0 fY� (J t f.�. _ State: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ® f+5 / S 0 44-eZ P C Phone#: 'r i - r0 Address: �� 7 GI) 1 go S- — City: 14/ ak-41i C-7+ tz_/1dC ,(o-� 5 State: L Zip: as ®l Gr Qualifier Name: YV 4 AJ d q )C b &mil:-T t1zZ Phone#• State Certification or Registration #: Certificate of Competency #: . Q (� 13 S C O z II �P Contact Phone#: % '0 Cr - �520/ -7 3 ( j'° Email Address- DESIGNER: Architect(Engineer. Phone#: Value of Work for this Permit: $ -�, -17 0 . d V Square/Linear Footage of Work: ---;�7 Type of Work: ❑Addition C t - teration - O O /New ORepair/Replace _ Demolition Description of Work: 18- W- 4c- c o fz. Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 8ondi*CompAny'9 Name (it applicable) _ Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip 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 of such posted notice, the inspection will not be approved and a reinspection fee will be charged _ Sign I• r �, -" �n�• The foregoing instrument was acknowledger re me this % day of /fi�, 20 by I 2 CJ4 s� izt S � ! JJ- who is personally known to me or who has produced A, L 'ROZy T %AsOidentification and who did take an oath. NOTARY PUBLIC: Sign: Print: l My Commission Expires: APPROVED BY NEREDA MARCELO MY COMMISSION # FF 085468 EXPIRES: October 25, 2015 •andW Thru Notary Pubrc Urd w bur The foregoing instrument was acknowledged before me this � day of rz- 20L-)�by who ' personally known t me or who has produced as identification and who did take an oath. Plans Examiner Structural Review (Revised 3n212012)(Revised o7 /10/07)(Revised 06/10rl!• XRevisa13 /15/09) NOTARY PUBLIC: 7 Sign:�`� Print: X7,1 �f ,c' - i✓ CC My Commission Expires: , ^�a�..,,� h'•�, NEREYpAMARCELd Mm :. MY COMMISSION # FF 085468 EXPIRES: October 25, 2015 q �jh' � Sordatl Thm Notffiy Pubk Underwbra Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami CONTRACTORS' REGISTRATION FORM Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 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. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONT RACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. VT 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 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■■ ■■ ■ ■ ■ ■. ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■Y'■■N COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: 0451 c, S" L/-� BUSINESS ADDRESS: �Q7� i `� �'�I�/1 CITY STATE ZIP CODE Q I BUSINESS PHONE:( ��1� 00 FAX NUMBER CELL PHONE (��) �%� 4 ^09&! QUALIFIER'S NAME: J 04V S Ie-0 c(c °z-1 a Elt Z- r I QUALIFIER'S LIC NUMBER: O g 6 S 00 z g E -MAIL ADDRESS (IF APPLICABLE): 04-u Created on 311910.9 BY MLDV I RV MAN MLDV 05 -18 -2012 W8 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL. SERVICES DIVISION OF WORKERS'( COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * e CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 05118/2012 PERSON RODRIGUEZ FEIN: " - 650991100 BUSINESS NAME AND ADDRESS: OASIS SHUTTER INC 1190 N 45 PLACE HIALEAH FL 33012 SCOPES OF BUSINESS OR TRADE: 1- SHEET METAL (5535) EXPIRATION DATE: 05/18/2014 YOANDYS IMPORTANT. Pursuant to Chapter 440 . 051141, F.S., an officer of a corporation who elects exemptioo from this chapter by filing a certificate of election under this section may not recover benefits or compensation ander this chapter. Parsoaot to Chapter 440.05112), F.S., Certificates of election to be exempt» apply only within the scope of the business or trade listed oa the notice of election to be exempt Pursuant to Chapter 440.061131, F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate an longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the regairemants of this seWou. O.UESTIONS? (850) 413-1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * EFFECTIVE 05/18/2012 EXPIRATION DATE: 05/18/2014 PERSON: YOANOYS RODRIGUEZ FEIN: 650991100 BUSINESS NAME AND ADDRESS: OASIS SHUTTER INC 1190 W 45 PLACE HIALEAH, FL 33012 SCOPE OF BUSINESS OR TRADE 1- SHEET METAL 155351 IMPORTANT OPursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt- apply only within the scope of_ the business or trade listed on E the notice of election to be exempt R E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt, shall be subject to revocation if, at arty time after the filing of the notice or the issuance of the certificate, the person caned on the notice or certificate no longer meets the requirements of this section for issuance, of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section CUT HERE allESTIONS? (850) 413 -1609 * Carty bottom portion on the job, keep upper portion for -your records. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 3 CoCTQB BUSINESS CERTIFICATE p COMPETENCY 09BS00294 -a OASIS SHUTTER INC IG EZ YOANDYS Is certified under the provWons of Chapter 10 of WmnV -Dade County -- a ':07_01.30 4113 ZQ ss nr ca ( PAYNIEUrAECENeo g �s BY TAX COPSC OR • = aye , 3750 Q2/26{2014 0226- 2995' Ro City of AAiam1`or . ® "' viSituaarw mlamtdede � aovJtm[cn ':07_01.30 4113 FEB -20 -2014 12:26P FROM: mmm Local Bt siness Tax Recei Dde County, State of Florid 4S IS NOT A BILL - DO NOT PAV 6870241 RusuuEes tnAaat ' v...,un RecEtt�T o. OASIS SHUTTER JN MIENEVII EXPIRES 8075 NW 9B ST t ��, * 18 SEPTEMBER 30,201 HIALEAH GARDENS 33016 Muat be dleWayed at place of buei Pursuant to County Cede Chapter 9A - AA. 9 & 1 SEC. TV" op Btsomm s _ 196 SPECIALTY BUILDING CONTRACTOR PAVAMW REt:ewo 09BS00294 BY TAX COLLECTOR 845.00 09/06/2013 TXHSI -13- 056536 tea Tau Receipt eniy cantinas psymaat Nthe Lent Burin=Tm The Randpt is not a acorn, 6ee8tI of the holder's 9eafdi ens to do bnsleatu Helder maA =pl ,"any pvwmvmlet or rs8eitnory leers regWramam "mcb apply to the beslnaa. ND. above ntuu he displayed en all cateeareisl vMWU- AAismi -Dada Cade SU He -278, Fm taero tldormetioa yisil TO:3059193708 P.1 OWNER OASIS SHUTTER W0dw(s) Tie NMI }I i i t E� 4 t PO •;r .t.i,. 1, .1�'' ✓.� r�..�'. :.1 � � it i- ".: .:_ {J •:F� :. . � �� - _ 1 [1.1 ., -p� t •: SI. .. 1 •. i. �Y - rr`�'�T___�i����,ii „7.1 � t 11 i.11i IE1 . Ili;►. C{ _ ... . iu 111.1 i�r rt lei ?? -v131_TC'<.[ "r�il�Ina 1 : f>> URPIPP - •:mac r+: -�;. �.,. ,y _,_.,.. ! 14 10:20 FAX 1 800 885 7530 DATA SCAN FIELD SERVICES laool TRANSMISSION 0 . K TX/RX NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT Miami Z)hores "lvlffillage Building Department IVI 17!orida 33138 t.*A: IM15) 7r),,).22(.)4 Fax: (305) 75(5.8071P M,,,-irrh 14. 2014 Permit No: WS14,446 TX REPORT t" I 4445 93055585004 03/17 10:20 00'35 1 OK Building Critique Review FBC. 2010; SECTION 105.3.5.... EVERY EMPLOYER AS CONDIT ION TO RECEIVING A BUILDING PERMIT, SHOW PROOF THAT fT HAS SECURED COMPENSATION,' FOR ITS EMPLOYEES AS PROVIDED IN SEC440. "1 0 AND 440,38. FLORIDA STA t TE 1,srnael N,,;ira-njc) Building Officia! Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 March 14, 2014 Permit No: WS14 -446 Building Critique Review 1. FBC. 2010, SECTION 105.3.5,... EVERY EMPLOYER AS CONDITION TO RECEIVING A BUILDING PERMIT, SHOW PROOF THAT IT HAS SECURED COMPENSATION FOR ITS EMPLOYEES AS PROVIDED IN SEC440.10 AND 440.38. FLORIDA STATUTE Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 March 14, 2014 Permit No: WS14 -446 Building Critique Review 1. FBC. 2010, SECTION 105.3.5,... EVERY EMPLOYER AS CONDITION TO RECEIVING A BUILDING PERMIT, SHOW PROOF THAT IT HAS SECURED COMPENSATION FOR ITS EMPLOYEES AS PROVIDED IN SEC440.10 AND 440.38. FLORIDA STATUTE Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. To: P_O_ ;a or a 2014 -03 -17 '19:48:'10 (aM-r) l786345388430 F­ Victor M-,—I- to w ws 14 Ot6r it-my:concem., I.Y.M.adys rodriguezRmthe sons O.UKO—r. 0mamtgr fbrjo, as well: as the installer ofthm hunicane shutters. Oasis sk mysvif,norwill him anysubcwftwtorlbudtisjob, ifyoul oasis shutters Inc. to 94 st with.W.1ding pormit Nw. not have epy-activo employees r..qvaW*w please call me at $-worn kq aad -s * i-bsc-LiLed before me this —Z7' day of .201j by .1 /A Az Producea laentification f_ft4O_" /4440 ' NMEMAMARMO WY-COWWMVF.FOBM EM. RES% Oclober25,MS Ebr&dTw . .... . .... .......... LAS ... a � �} i .4_ _, _.. ! } �.(2`'•~ ;, ..__+ .. . . .......... . VAR 0 4141.1 All . .... . .... .......... LAS ... a � �} i .4_ _, _.. ! } �.(2`'•~ ;, ..__+ .. i O' o' MAM - MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) vwvw.miamidade.govtemnomv Oasis Shutter, Inc. 1190 West 45* Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AW (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: HT -100 Aluminum Accordion Shatter APPROVAL DOCUMENT: Drawing # HTS.09003j, titled "HT100 Accordion Shutter", sheets 1 through 7 of 7, prepared by Nu -Wind Engineering, dated August 30, 2010, last revised on May 04, 2012, signed and sealed by Christian Langley, P.E., on July 02, 2012, 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, the following statement: "Miami -Dade County Product Control Approved ", and NOA number, per TAS -201, TAS - 202, and TAS -203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10- 0908.16 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E., M.S. NOA No. 124813.01 MU►M , .. � � N Expiration Date: 02// 03/2016 Approval Date: 11/01/2012 Page 1 Oasis Shutter, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 10- 0908.16 A. DRAWINGS 1. Drawing # HTS. 09003j, titled "HTI00 Accordion Shutter". sheets I through 7 of 7, prepared by Nu -Wind Engineering, dated August 30, 2010, signed and sealed by Christian Langley, P. E. B. TESTS I. See Association's generic approval under 09 -1510. C. CALCULATIONS 1. See Association's generic approval under 09 -1510. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 09 -1510. E. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated October 28, 2010, certifying this product to meet the criteria of product tested and approved, and allowing Oasis Shutter, Inc., to use the test results approved under Dade County Approval No. 09 -1510, signed by Yovanna Diaz. 2. Acknowledgment letter by Oasis Shutter, Inc., dated October 21, 2010, signed by Mr. Pedro Rodriguez 3. Letter by Nu -wind Engineering, dated September 01, 2010, certifying that the cawing (No. HTS.09003j) prepared for Oasis Shutter, Inc., signed and sealed by Christian Langley, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc. Association generic drawing (No. HTS.09003) " od. &.,� H4MY A. Makar, P.E., MS. Product Control Unit Supervisor NOA No. 12-0813.01 Expiration Date: 02/03/2016 Approval Date: 11/01/2012 E -1 Oasis Shutter. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS I. Drawing # HTS 09003j, titled "H77 00 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Nu -Wind Engineering dated August 30, 2010, last revised on May 04, 2012, signed and sealed by Christian Langley, P.E., on July 02, 2012. B. TESTS 1. See Association's generic approval under 12 -1075. C. CALCULATIONS 1. See Association's generic approval under 12 -1075. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 12 -1075. F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated August 08, 2012, certifying this product to meet the criteria of product tested and approved, and allowing Oasis Shutter, Inc., to use the test results approved under Dade County Approval No. 12 -1075, signed by Magali Garmendia. 2. Acknowledgment letter by Oasis Shutter, Inc., dated July 31, 2012, signed by Mr. Pedro Rodriguez 3. Letter by Nu -wind Engineering, dated August 02, 2012, certifying that the drawing (No. HTS 09003j) prepared for Oasis Shutter, Inc., signed and sealed by Christian Langley, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc. Association generic drawing (No. RTS.09003) Heliff A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-081&01 Expiration Date: 02!03/2016 Approval Date: 11/01/2012 E -2 GENERAL NOTES I HT -100 ACCORDION SHUTTER I. THE SYSTEM DEPICTED HEREIN HAS BEEN TESTED & EVALUATED IN ACCORDANCE WITH THE 2030 FLORIDA GUIDING CODE, FOR USE WITHIN APED OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (I{YHZ). L ALLOWABLE DESIGN PRBSURES SHOWN HEREON ARE BASED ON ALLOWABLE STRESS DESIGN (ASO). THIS SYSTEM HAS BEEN EVALUATED WITHOUT A ONE -THIRD INCREASE IN ALLOWABLE STRESS. 3. SITE WIND PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETSM4ED UNDER SEPARATE ENGINEERING CERTIFICATION IN ACCORDANCE WITH THE GOVERNING CODE 4. THE SYSTEM DETAILED HIM IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITESPEC6lC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS APPROVAL AND APPLY FOR MIAM -DARE COUNTY PRODUCT CONTROL DIMON ONETIME APPROVAL: -- S. CONTRACTOR, ARCHITECT, ENGINEER OF RECORD, OR BUILDING OFFICIAL SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPEMPOSED LOADS. & ALL ALUMINUM WRUSIONS SHALL BE 6063 -78 ALLOY & TEMPER, U.N.O. 7. ALL POLYCARBONATE COMPONENTS SHALT. BE FABRICATED FROM 10D"k ° LMW ° POLYMER (BY 548ICBWVATlVEFUU MM) APPROVED FOR OUTDOOR LSE WITHIN THE HVHZ 8. SHUTTERS SHALL HAVE A MINIMUM OF ONE LOCK LOCATED WITHIN LB° OF MID -SPAN 0WASURED VERTICALLY) AT ANY HORIZONTAL LOCATION, AND SHALL EE ENGAGED WITH SHUTTER IN 'CLOSED' POSITION To PROVIDE HURRICANE PROTECTION. 91 EACH sHUTTEt IiSSEMBLr SHALLAE PERMANENTLY LABELED WITH A MDM M OF ONE LABa PER UNIT CbNTAIIIDVG ALL ONFORMPSION SIM I= IN THE ABOVE-NOTE CODE, AS WELL AS THE FOLLOWING: OASIS SHUTTER, INC. HULLEAH GARDENS, FLORIDA MIAMI -DADE PRODUCT CONTROL APPROVED 10. HEAD & SILL DETAILS MAY 8E INTERCHANGED WHERE NOTED IN MOUNTING SECTIONS TO FIT FIELD CONDITIONS. 11. ALL BOLTS & WASHERS SHALL BE ZINC MATE) STEEL, GALVANIZED STEEL„ OR STAMM STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSL ALL 31in POP RIVETS SHALL BE 50524132 AU MOWM ALLOY ORSTRONGER. 12. OPTIONAL: SHUTTER BLADES MAY BE STALKED (Le. HELD IN OPEN POSITION) USING ANY COMBINATION OF THE FOLLOWING NEDHODS: • ALUM UN 'STACK LOCKING CLIP (PART 825) • PLASTIC CLIP PLACED IN TRACK (HEAD &/OR SILL) PULL-OUT CLEVLS PIN INSERTED INTO TRACK (HEAD &/OR SILL) vacRo STRAP AROUND STACKED BLADES (AT ANY HEIGHT) - 13. ALL STEEL IN CONTACT WITH ALUM" SHALL BE PAINTED OR PLATE) AS PRESCRIBED IN THE ABOVE -NOTED GUIDING BODE. D`7 ao76° -0.0_7 mow 0.055° 0.055° n WALL TRAa SCU E: 13 a 0.125° 0.130° 0. 76° ooss° ao5s .� ,0.600• n BUILDDU3WALL TRACK SCALE 1:3 RACK COMPONENTS _ 0.076° 076° 0.055° 0.0.55° f„l cmaNG TRlWC SC1LE: 13 2.4m° ,L475° 0.500° 1.076° 0.07 o.o9r � n WALL SILL TRACK sCUE:13 u :a �J. is UNLIMITED WIDTH TOP ... ISECTIONS G I I I i i I I I I I 1 i I I I I �f 11. 1: I) \Y. I I I I I I 1 1 i I I 4 i L QOM TRACK ` �- LOCK SHALL BE LOCATED L ALT LOCO WITHIN 18° OF MID -SPAN, LOCATION & ANYWHERE ALONG AT END HORIZ SHUTTER WIDTH n TYPICAL ELEVATION 1 7fris, SCALE: N.T.S. EMS" qo vivo Z- a813.o) IDa10 0 0/6 CbNm1 L090° 0.600° .I� -L685° 0.057 0.055°,x, II IC 6 TYP �ry JJ 0001.840"' 3.448° n ADRSTAHIPSILL.TOP f,Fl WALK OVERSSI.LLTRICK SCALE: 1:3 SCALE:13 o.osr Ili:2 ,� 250° 0500° �° •�`-1.533°'�c a0 .'1'533° . q- 3.283' ADAISTABLESILL ADJUSTABLE SUL n BOTTOM n BOTTOM (ALT) SCALE. 13 SCALE: 13 a.53a° Ro.143° 0.052° 4559° Ro.143° RoZBT 0.100° o.sza° RD.xss° POLYCARB '777-7, 0.050° URETHANE ADHESIVE RILL LENGTH EACH SIDE L` ' f 1 AWMINUM BLADE n POLYCARBONATE BLADE , END 9AT SCALE 13 SCALE: 1:3 SCALE: 13 4.478° 3'42r �,° R0.143° a300° 0. 0.052° _ TYP R0.M' 0.070° 0.078° �l nr 3 .BLADE ADAPTER 4 "' UNIMATE B SCALE 1_SLAT R0.143° �. RO.143° G� 0.060°TYR: "-: 0.06V TYP $ . 0.660° D.O60° _ .c.) L691° e CENTERMATE I 6 CINTERMIITE 2 SCJUE: 13 SCALE: 13 R0.143° .:. 0.060° TYP R02S5° 0.060° �TYP .�- LII91 "� n ALT CIINTERMATE 1 MET" 0.060° TYP In RD, R0.14 Tg � T.; N. TYP .4 -�_ 2.101° 60 ALT CEOPMATE 2 SCALE 1:3 ASSEMBLY COMPONENTS 3 �• o.o��°� 0.3zz° �°� o w 814517tENS L100° (410 Ffi5 ri n RECESSED SaLTRA« -NYLON ROLLERS . STAINLESS STEEL Y/e SCALE: 13 CARRIAGE & RIVETS TAa TYP - n Rd1Et M MB1.Y 20 810 KNUGaE SCREWS SCALE: 1:3 SLAL N .fq'0.230° 0.230° 450.230° ,{50.204" 01-0,4W Q 04W p� 037V " W © 0 45° 032TYP 11^ 01 115 •- 2.000 °TO 5.000° WANGLE �..NYEON BU9�VG5 A SCALE 1:3 SCALE: 13 LOCKS & ACCESSORIES . —a612° 0.750° g p 1.220° o SQ 0.310° 0,770° 0.688° THIOWESS:0.125° (STAINLESS STEEL) 0.630° 0.080° 22 HOOK LOOGNG ARM f 1 HOOK LOCIa1VG ARM BIISHDVG SCALE: 13 SCALE 13 NYLON ki 0. 1.750L0 0 L--r o OA 7 QAW r TYP A. f g HOOK LOOC WERT n HANDLE (OPTIONAL) + SCALE 13 9CAI.E 1:3 r9 0.070• TYP .. = >. �R0.306 °1 f 1 MgLOCKDIG CHID SCALE 13 j 19 20b 21b 0.634'X0.05Ti° SS WASHER 21a 20a Ior2or3 21t 20a Zpy�. 0.634510.056° .. TYPICAL S.S. WASHER n BLADE ASSEMBLY k-V SCALE: 13 SIDE ELEVATION OPTIONAL J OPTIONAL LOOMG ROD LOCKING ROD (0.50°0 x 12° MDY, (0.50°0 x 12° MIN, OPTIONAL HANDLE WITH 1° TAM AT LOCK LOCATION OPTIONAL F KEYED CYLINDER OR AT LOOK LOCATION THUMB -TURN (ECRESS7 e *TAPEP, 2 6 or 6a 6or6a �.m CYLaID� ALTOR THUMB-TURN °CBYTBPMA7E5°OR .... (EGRE55) °ALT09YT MISS, n EXTERIOR L- HANDLE LOCK n INTERIOR L- HANDLE LOCK 2 SCALE: 13 HORTL SEC ION 2 VALE 13 HORIZ SECTION P18T1- IRITTON LOOK OR THUM&TURN (EGRESS) _ n UNIMATE + PUSH - BUTTON k.&.J SCALE: 13 HORLZ SECTION DTAM PULL-OUT CLEWS PIN n UNIMATE + CLEYIS PIN 2 SCALE: 1:3 HOWSELTWN HORIZONTAL SECTIONS ANY ANCHOR FROM ANCHOR WHERE NO POLYCARB SCHEDULES AT 24° O.0 BLADES ARE INCLUDED ]N SHUTTER, REF -ALL AWM 6%7 MAX BLADES° SPAN SCHEDULE PER SSHE SHUTTER T) (SEE O -/ 1 SHUTTER ASSEMBLY WITH AUJMINUM BLADES Vi SCALE: 1:3 HORIZSECrION ANY ANCHOR FROM ANCHOR POLYCARB & ALUM BLADES j SCHEDULES AT 24° O.0 ((yyAAY BE COMUM �(IREF °POLYCARB BLADE' MAX SPAN SCHEDULE) 100° MEN (1) ROC( PERSHUTTER OMMNS SHUTTER ASSEMBLY WITH POLYCARB BLADES 2 SCALE: 13 HORR SECTION 7/4-20 THUMBSCREW [� UNIMATE + THUMBSCREW 2 ..SCALE: 13 HORMSECTION FROM ANCHOR SCHED AT 24° D.C. ANYANCHOR FROM ANCHOR /// SCFHED AT 24° O.0 ALUM CLOSURE ANGLE WITH MAX DIMENSIONS: •1°x19c0.055° • 15Q"�A.055° • 1°lQY° x0.055° •2°70°x0.055' • 25x4510.055° • 25d°x0.125° *10 SMS OR 3W POP RIVETS AT 18° O.0 = m � with doFI -Ma suffamcAde wo 2,.0813.01 Dam o 16 Oo0h01 SPECIAL INSTALLATION OPTIONS: 5'4.20 BOLT & NUT (2) ANCHORS PER ANGLE AT 24" O.C. (� ANY ANCHOR FROM (3) #104'4- GALV OR SS. ANCHOR SOM) SAS OR 3116° A M POP RIVETS EACH ANGLE TO TUBE APPLICABLE TOALUM (2)1529(.125° () AND POLYCARB BLADE ! MM 6063 -16 _. ALUMINA, p ANGLES AT TOP 610x$'4" GALV OR S.S. SMS, AND BOTTOM 3/16' AWN POP RIVETS, OR _ q OF EACH TUBE STRUCTURE z(x2) & NUB AT W -20 THRUBOLTS AT 24° O.C. 24° O.C. CORNHH) / ALT: ANY /LOCKING T6125° (1NfERP1ATE ALUMARIM AT COAPIHt TUBE AT T CORNERR EKSTING [] CORNER CLOSURE WITH POST srRATrarr) 3 SCALE: 13 HORII SECTION CORNER) i• ( n FLOATING STACK OPTIONS 5 or -% _ 6 or 6a 3 SCALE: 13 HORM SECTION P 24° O.C. 2°x2°!(.125° EXISTING ALUM ANGLE STRUCH)RE CORNER CORNER CLOSURE WITH CENTERMATES (NO POST) 3 ... SCALE m HOPM SECTION '" .— .""`'" — P. . ANCHORS FOR WALL MOUNT CONDITIONS 4GLE.PER APPROPRIATE ALT: ANCHORS FOR NTIL4G SECTION DETAIL TRAPPED CONDITIONS 1 / ANCHOR PACING PER ° SPACING PER ° o ANCHORSCHED, 0 MIN (2) ANCHORS o , PER SBMGN! i ANYTRACK SHOWN TACK WELD AT EACH o i HEREON (HEAD OR 5[Ly SEAM BETWEEN SBGMIDNBED TO FIT (11RVE TRACK SBG34EM ° 0 NOTE: ANCHOR INSTALLATION (RBIFWA (39BED, EDGE DISf SPACING, ETC) SHALL APPLY AS NOTED IN ANCHOR SCHEDULE Q ROTS SEGMENTED TRACK OPTION 3 SCALE: 13 . PLAN VIEW NOTE: ANY FlAORTRACK MAY BE USED - REFERTO MOUNTING SECTIONS FOR ANCHOR REQUIREMENTS Y2' for FD(D TRACK ATSLAT REMOVABLE to r STACKING LOCATIONS TRACK MUST BE (LENGTH MAY VARY) INSTALLED FOR HURRICANE PROTECTION REMOVABLE ANCHORS FIXED ANCHORS 5 REMOVABLE FLOOR TRACK %J--1 SCALE: N.T.S. MAN VIEW NOTE' ANY TRACK MAY BE USED - REFER TO MOUNTING SECTIONS FOR ANCHOR RLQIAREWIES Y to r SPLICE ]DINT °lnr FIRST TRACK ANCHORS AT SPLICE TYP HEAD & SDl © SPLICED TRACK 3 SCALE MTS. 'PLAN VLEiV STUD & TRUSS /RAFTER MOUNTING CONDITIONS: PLATE TO EACH RAFTER WITH ANCHOR TYPE AND Quwam PER SCHED BELOW: 614 WOOD SCREW (2° MIN EMBED) 4 EXISTING WOOD 1W TAPM (1 314' MIN EMBED) 5 TRUSSES OR RAFTERS AT iY4. MIN 24° O.C. MAX SPACING ANCHOR QUANTITY (G=0.55 MIN) (TYPICAL) PER RAFTER EDGE 0.125' OR 0.250° THICK ALUM PLATE DIST (WIDTH TO ACOOMMODATE ANCHOR 3 QUANTIT!%PER TABLE ABOVE) TRACK TO PLATE WITH 614 SMS 1/q° MAX BETWEEN RAFTERS AT SPACING BELOW: • TOW PLATE 5° O.C. MAX • TO 54° PLATE 10° O.C. MAX REP GLASS II- I�. SEPARATION �f MAX SHUTTER SPAN PER SCHEDULE E SPAN SCHEM" 1 HEAD ONLY n TRUSS -MOUNT CEILING TRACK 3 SCALE: 4° = V-W MOUNTING SECTION BLOCKING TO EACH STUD WITH ANCHOR TYPE AND QUANTITY PER SCKED BELOW' STUD SPACNG 16' O.C. 24° O.0 614 WOOD SCREW 2 PER STUD 3 PER STUD Ah 1/4° TAPCON 2 PER STUD 2 PTR STUD ANY WALL TRACK (HEAD OR SILL, INCLUDING &IdDOLM _ TRACK TO BLOCKING PER SCHLD BELOW: TO ALUM 4G: S14 SMS AT 5° O.C. MAX • 5Y4-2D BOLTS AT 12" O.C. MAX & TO WOOD I.QCKE4G: / 614 SMS AT A O.C. MAX %° TAPCONS AT T O.0 MAX BLOCKING MEMBER OPTIONS: COSTING WOOD STUDS • 19XrWe OR 1°x4°x5'e° ALUMINUM TUBE AT 16' OR 24' O.C. MAX • 20 OR 2x6 WOOD MEMBER (G=OSS MIN) (G=0.55 MIN) REF WALL TRACK MOUNTING DETAILS FOR GOVERNING SPAN SCHEDULE TYP HEAD II SILL (SILL SHOWN) n STUD WALL MOUNT 3 SCALE 4' = r-W MOUNT04G S crm PRODUCT 'w*dw moms Aw•P�No � O o� IonD�e ,• o of6 ! Ila yEa Sie r EXISTING HOST CONN TYPE C3 EXSTING HOST STRUCTURE CONK TYPE C3 REP ANCHOR SCHED REF ANCHOR SCHED FOR TYPE &SPACING -- FOR TYPE & SPACING _ L�2 HEAD " [TYP HEAD TYP &SILL 2912°x0.050' � �q q MAX MAX ALUM &Q TUBE 9 - REP GLASS eT .. I. REFERENCE GLASS SEPARATION `SEPARATION SCHEDULE SCHEDULE { BUILDOUT 2x2 M WALL TRACK - n + WALL -TRAM - k-2..J SCALE: 4° =1' -0° MOUNTING SECTION 4 SCALE: 4' =1'-0° MOUNTING SECTION REP GLASS } REFERENCE GLASS } wHN SCHEDULE SEPARATION SCHEDULE 2' 2°x0.050° ALUM B.O. TUBE ai 561 ONLY 1�5j Y4 SR10NI.Y MAX e _ MAX 114 . `CONN TYPE C3 � / / -- ` CDN:N TYPE C3 REF ANCHOR SCHED 1 REP ANCHOR SCHED H�1' FOR TYPE &SPACING HOSE FOR TYPE & SPACING STRUCTURE STRUCTURE BUILDOUT 2x2 n WALL SILL TRACK 5 + WALL SILL TRACK n RECESSED SILL TRACK RECESSED SILL TRACK (ALT) 4 SCALE 4° = r-O' MOUNTING SECTION ' SCALE: 4° = 1'-W MOUNTING SECTION 4 SCW.E: V = r-W MOUNTING SECTION ll4 SCALE: 4° = 1'-0° MOUNTING SECTION / #� E)QSTING HOST IST ' STRUCTURE DN SPAN SCHEDULE .NOTES: mw6ig = �61 pD ,G HOST CONNTYPE C4 1. SCHEDULE ABOVE GIVES MAXIMUM ADJUSTABLE SILL TRACK REF ANCHOR SHED ALLOWABLE DESIGN PRESSURES AT EACH (STANDARD ANCHORAGE) FOR TYPE &SPACING RH3PHIL:TIVESPAN. 11 WALKOVER SILL TRACK 1/ MAX TYP HEAD 4 2. THIS SCHEDULE LS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING 1 & SILL. CONDITIONS SHOWN IN THIS SECRCN. REF GLASS SEPARATION .. +88.5 J -96.0 PSP 3. WHERE I MOUNTING CONDITIONS ARE COMA WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LEM F +839 / -909 PSF ALLOWABLE DESIGN PRESSURE AND SPAN F +79.7 / -86.4 PSF SHALL GOVERN. n CEILING TRACK + 759 / - 823 PSF 4 SCALE 4° = 1'-O° MOUNTING SECTION +714 / -78.5 PSF .{� -a'' SLLL ONLY �} . . •y' I = SEPARATIO N SOL ONLY ... oil SCHEDULE jjL/4 MAX L u ANY ANCHOR FROM qq ANY ANCHOR FROM / ANCHOR SCHED AT /5i ANCHORSCHEDIN 12 °0.C. �€i �� PAM AT 24°O.G MaSTING HOST p g7/ (OR STAGGER) EDGE STRUCTURE 13 /4 °/ EXISTING MOST CUT %W xlY4 DD GAVE INTO EOSING CHIT i'w x 1'q°D GROOVE INTO STRUCTURE EXISTING HOST STRHX.TURE TO HOST STRUCTURE TO FIT RE3 SED TRACK FIT RCS TRACK )OP RIVETS OR S32 SMS } %' POP RIVETS OR #12 94S } %e POP RIVETS OR S12 95 } REP o* LASS ar�REP GLASS FRONT & aaag � � AT —(FRONT & Baae EPARanON R &y sEPARATID N � SEPARATION REF GLASS SCHEDULE o"I SCHEDULE 2 SCHEDULE SEPARATION -4 1�g,�, �imULE M�A SILL -ILLY ALUM AN(7.E IgBAO( SIlIONLY LS CONN TYPE 06 - f CONN TYPE Cs E CONN TYPE C4 16 Y4 M" REFANCORSCIED ~ 1 REP ANCHORSCHED REFANCHORSSCHED _ - FOR TYPE &SPACING FTAt TYPE & SPACIPNG FORTYPE & SPACING CONN TYPE C4 / / /��j� EXCTAtG HMI STRUCTIIRE mw6ig = �61 pD ,G HOST //� PoOOSf➢NG HOST ADJUSTABLE SILL TRACK ADJUSTABLE SILL TRACK ADJUSTABLE SILL TRACK /1 STRUCTURE // (STANDARD ANCHORAGE) 9 (1x1 ANGLE ANCHORAGE) ANGLE ANCHORAGE) io (FLANGED BOTTOM) 11 WALKOVER SILL TRACK 4 SCALE 4° =1'-0° MOUNTING SLiT30N 4 SCALE; 4° = MOUNTING SECTION 4 . . SCALE: 4° =1'-W MOUNTING SECTION 4 SCALE: 4° =1'-0° MOUNTING SECTION SPAN SCHEDULE 1 APPLICABLE TO ALL MOUNTING CaNDITIONS ON no s imi, AS WELL AS DETAILS % & % BLADE SPAN ALLOWABLE DESIGN WAND PRESSURE ALL AUIM BLAD13 P BLADES BLADES SF +132.8 / -144.0 PSF 4'-6° SF 1 +11 &0 / -12&0 PS F 4-6° F +1062 / -115.2 PSF S-6° F +%4 / -104.7 PEP V475S F-W F +88.5 J -96.0 PSP O4° F +839 / -909 PSF 0-8° F +79.7 / -86.4 PSF 7'4r F + 759 / - 823 PSF .74° * 998 PEP +714 / -78.5 PSF 4711 t 933 PSF +693 / -75.1 PSF t 9L4 PSF +66.4 / -720 PSF ..8'4° * 878 PSF " V., * 84.5 PSF _ W-W * 81.3 PSF ' 9'4° t 78.4 PSF .... 9'4' * 75.7 PSF * 732 PSF - 104° t 708 PSF 10-8° * 6&6 PSF 11'-0' * 668 PSF 1114° * 64.0 PSF Ill-8' * 613 PSF 12'-0° t 548 PSF - IX-4' * 49.1 PSF 12'-W * 44.1 P¢ »-W *398 PSF 17-,r * 35.9 PSF _ - - - - -_ 13'-8° t 323 PSF 14'4r * 29.6 PSF 14'-4' * 20 PSF - 14'-8° t 243 PSF LT-W 1224 PSF PRODUCC REVISM aN aomplyingaChtBa Flamide /d By I[SSt VJ gg INN i 1 z y iri U 0 O HT&M3j SHEEr 4 -7 EXISTING HOST STRUCTURE FOR TYPE & SPACING •• TYPHFAD T I &SILL '"'11MMA'MAX_)� N REFERENCE GLASS SEPARATION SCi®ILE Fh - 1 1 BUILDOUT WALL TRACK S SCALE: 4• = r-w MOUNTING SECTION REF GLASS ALUMINUM SEPARATION -PI' BLADES ONLY 8 SCHEORE ALLOWABLE DESGN WIND PRESSURE ALL ALUM BLADES 1 4'-0• +144.0 FSP 1/4 #14 rxSW.250• MAX SILL ONLY SMS AT 12.O.C. ALUM ANGLE FOR TYPE & SPACING STRUCTURE BUILDUP 2x5 (HEAVY) 3 + CEILING TRACK %.LJ SC LB 4• = ib• MOUNTING SECTION Cc OQSTAIG HOST LEG DIRECTION NAY BE REVERSED STRUCrURE /CUSEAPPROPRIATECONNTYPE) \ \ ^l fDNN TYPE C2 (REVERSED LEG DIR) REP ANCHOR SCHED FOR TYPE & SPACING COMM TYPE Cl REP ANCHOR SCHED FOR TYPE & SPACING �• TYP HEAD ENDED & SILL -v 2 Y'4• MAX P1 BOLT & NUT AT � n 12G O.G ��yy REFERENCE GLASS 3 SEPARATION SCHEDULE ` BUILDOUT 2x5 (STANDARD) - n + CEILING TRACK J SCALE: 4".-V-0• MOUNTING SECTION SPAN SCHEDULE NOTES: ... L SCHEDULE ABOVE GIVES MAX M UM ALLOWA&.E DESIGN PRESSURES AT EPM RESPECTIVE SPAN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION, 3. WHERE THESE MOUNTING CONDITIONS ARE COM�D WITH O17iE1tS SHOWN EL$iNF1ERE HEREIN, THE L� ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. ..SPAN SCHEDULE 2 . APPLICABLE TO ALL MOUNTING -CONDITIONS IN THIS SECTION. .. BLADE SPAN ALLOWABLE DESGN WIND PRESSURE ALL ALUM BLADES POLYWB BLADES 4'-0• +144.0 FSP +1328 / -144.0 PSF 4'$ *129.0 PSF +110.0 / -12&0 PSF 9-W *1152 PSF +106214152 PSF W-i *1047 PSF +966 / -104.7 PSP W-W * 9&0 PSF +MS ! -960 PSF 9.41 * 90.9 PSF + 93.9 ! - 90.9 PSF 6'-8• * 96.4 PSF + 79.7 /- 86.4 PSF 7-0• * 823 PSF +759 / -623 PSF 74• * 799 PSF + 724 / _ 78.5 PSF 7*-r * 75.1 PSF +69.3/-7&1 PSF e'-V * 726 PSF +6&4 / - 720 PSF 94• * 66.4 PSF 8'4• * 613 PSF - - W-W & 56.9 PSF 7.11 * 92.9 PSF 70 * 493 PSF 10-V * 46.1 PSF W-Ir * 432 PSF lV4r * 405 PSF 11'-0° & 38.1 PSF _._.. -- - IV4° & 35.9 PSF 11'-8° & 339 P6F - 12-0° h32.0 PSF 174° * 303 PSF 17-V * 210 PSF IY-O' * 273 PSF IY-C * 25.9 PSF 17-V * 247 PSF 14'-0• & 235 PSP 14'4• & 224 PSF lv4r * 2L4 IPSF Ira^ & m.s HPg MmTING HOST LEG DIRECTION MAY BE REVERSED STRUCTURE (USE APPROPRIATE CONN TYPE) CONN TYPE CI (REVERSED LEG DIR) p REF ANCHOR SCHED FOR TYPE & SPACING CONN TYPE Cl REF ANCHOR SC ED FORTYPE & SPACING . TYP HEAD %e L & SILL / A B, 2• &4 MAXI NUT AT (2) 2"t5W.125° Ir O.G `^ ALUM ANGLES REFIRING: GLASS �, SEPARATION SQHEDULE 1 - BUILDOUT 2x5 (2x STANDARD) - == n + CEILING TRACK 5 SCALE: 4• =1'-0° MOUNTING SECT ON .t . EXISTING HOST LEG DIRECTION MAY BE REVERSED r STRUCTURE (USE APPROPRIATE CONN TYPE) .. CONN TYPE CL (REVERSED LEG DER) j REF ANCHOR SCHED FOR TYPE & SPACING CORN TYPE CI REF ANCHOR SCHED FOR TYPE & SPACING 2• TYP HEAD 1y1yyy�� FENDED & 661 /tl Q P/r20 BOLT �4 MAX & NUT AT r 12.O.G ALUM ANGLE REFERENCE GLASS �, 3 SEPARATION SCALE BUILDOUT-2x5 (HEAVY) (� + CEILING TRACK S SCALE: 4• =1'-W MOUNTING SECTION as camAyw tfiawlffi Florida EDULE NOTES: ABOVE GIVES MA>(IPI1MIGN PR65l1RES AT EACH N Ewm= L THIS SO4EDM IS APPLICABLE TO ONLY THE COMBINATIONS OF MOLHYTI NG CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMMNED VM OTHERS SHOWN ELSEWHERE HEREIN' THE LESSER ALLOWABBE DESIGN PRESSURE AND SPAN SHALL GOVERN. SPAN SCHEDULE 3 APPLICABLE TO ALL MOUNTING CONDITIONS ON THIS SHEET BLADE SPAN ALLOWABLE DESIGN WIND PRESSURE ALL ALUM BLADES POLYCARB BLADES 4'-0• *144.0 PSF +1326 / -144.0 P6F 4'-6• *12&0 PSF +118.0 / -128.0 PSF Y-T *1152 PSF +1062 / -1152 PSF _ W-W _ *104.7 PSF +96.6 / -104.7 PSF * %.0 PSP +885 / -96.0 PSF 6'4° * 90.9 PSF +839 / -919 PSF wo * 86.4 PSF &823 PSF + 79.7 / - 86.4 PSF + 75.9 / - 823 PSF 7-V 74• *78.5 PSF + X24 ! • 785 P6F 7$' *75.1 PSF 1 +693 / - at PSF 9'-0• * 72.0 PSF + 66.4 / - 720 PSF 8'4• * 68.1 PSF 9'4° * 645 PSF W -W - * 6L1 PSF - 9'4• * 58.0 PSF 9'$ *w PSP 10'-0• & 525 PSF 104• 149.9 PSF IW4r +47.6 PSF 11'-W & 45.4 PSF 11'-4` * 44.0 PSF 11'-9• *4L8 PSF 174r * 41.6 PSF - IP4° * 40.5 PSF 174r * 39.4 PSF IY-0° * 38.4 PSF Ll-e 3 35.9 PSF 13'-8" * 32.5 PSF 1'r-W * 29.6 PSF 14'4° t* 26.9 PSF 14'•8° * 245 PSF Iw w * 274 PSF R 4aa i via zd �z =�C4to DPAAW11TWM � pNNU�1M1�1B�EEIL 5SHEEr 7 7 � a LEG DIRECTION (ONE OR BOTH) MAY BE REVERSED (USE MOST CRITICAL CONN TYPE) (7CTSRNG HOST CONN TYPE Ci (REVERSED LES DIR) STRUCTURE REFANCIDR SCHED FOR TYPE &SPACING / (NOT TO E (GEED 6° O.C. MAX) CORN TYPE Cl PAIRS OF Y'4.20 BOLTS j I REF ANCHOR sCHHEO FOR TYPE & SPACING WITH NUTS OR S14 SMS I I (NOT TO IXC® 6° O.C. MAC AT LZ' OG Y'r20 BOLT &NUT AT 12° OG /7 9 2° MIN 'F TIP HEAD OVERLAP &sNLL o (2) 2"xV".125" ALUM ANGLES OR (1) 2 xM.MV (1ALUM ANGLE %4 MAX .� REFERENCE GLASS SEPARATION SCHEDULE CO. v DOUBLE BUILDOUT 2x5 n + WALL TRACK ; 6 SCN.E: 4° =1'-0° MOUNTING SECTION .. SPAN SCHEDULE 4 APPLICABLE TO ALL MOUNTING CONDITIONS IN THIS SECTION BLADE S'/W ALLOWABLE DESIGN WIND PRESSURE ALL ALUM BLADES POLYCARS BLADES 4'-0" *150.0 PSF +1326 /.144.0 PSF 4'0 *1333 PSF +11110 / -126.0 P� S-W *120.0 PSF +10621 -1152 P. S$ *109.1 PSF +96.6 / -104.7 PSF 6'4V" *100.0 PSF +Bast -96.0 PSF 6'4° * 94.7 PSF + 83.9 / - 90.9 PSF V4r * 90.0 PSF + 79.7 / - 86.4 PSF 7-0" & 85.7 PSF +755 / -813 PSF 4-4° * 81.8 PSF +72.4 / -76.5 PSF 4-0 * 783 PSI + 693 / -75.1 PSF W-W & 75.0 PSF + 66.4 / - 7ZO PSF 8'4" * 69.1 PSF 4PER COMN 8'4r * 635 PSF.. - 9'+r * 593 PSF -- ----- r-,r & 55.1 PSE C 9'-8° * 51.4 PSF 6 PER CONN 10'-W * 48.0 PSF ._ 10'-4° * 45.0 PSF --- N/A -.- 1(r-8° * 422 PSF Ir4r * 39.7 PSF 11'4" * 37.4 PSF Ir-W * 353 PSF 1Z4r & 33.3 PSF 1Z4° * 31.6 PSF 12.8" * 29.9 PSF a-W * 28.4 PSF 13'4° & 27.0 PSF 1Y-V * 25.7 PSF 14-0" & 24.5 Pg 14'-4°. * 23.4 PSF 1144 & 223 PSF 15'-6° * 2L3 PSF ©00 SPAN SCHEDULE NOTES: 1. SCHEDULE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE 15 APPLICABLETO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. SUPPORT BEAM AT SHUTTER END 717" G HOST REP WAM ANCHOR SCHEDULE° FORANCHOR TYPES &QUANTI S (TOTAL OF ANCHORS IN BOTH ANGLES AT EACH CONNECTION) zz 3V4-2D B LIS & NUTS 3'4-20 BOLT & NUT AT IY O.C. TYP HEAD & SILL EMBED DESIGN SCfEO° --- -MOON CEXLING-TRACKPER L� DIRECTOR •,I° I; MOUNTING SECTION OF EITHER APH . / O ANGLE MAY BE I I I • ' REVERSED • 1 - -' �,- €� (NOTE ALT ANCHOR 77-' LOCATION 'M L 3i ol (TYPICALAUL 441 -,7- AOXISTABLE SILL TRACK EMBED Sf CJ COM�.TfOPlS) !�- al( "np,�tl .. :._ PER MOUNTING sH3.T10N - SILL ONLY REF °BEAM DESIGN SCI®° V "BO.T &NUN' / AT 12° � CONNECTION NUTS O.0 REP "BEAM ANCHOR SCHEDULE' FOR ANCHOR TYPES & QUANRTIES (TOTAL OF ANCHORS IN BOTH DQSTING HOST ANGLES AT EACH CONNBTION) SiRIXTURE n SUPPORT BEAM AT SHUTTER ENDS . _ 6 SCALE 4° =1' -W _ MOUNTING SECTION BEAM ANCHOR_ SCHEDULE BEAM ANCHOR SCHEDULE NOTES: 1. SCHEDULE GIVES MI IMIX NUMBER OF ANCHORS N QiItED PER CONNENTICN (I.e. TOTAL QUANTITY AT EACH BEAM WD . Z ANCHORS SHALL BE DLSIRI&ITED EVENLY BETWM THE (2) ANGLES AT EACH CONM CRON. 3. APCHORS SHALH. AL90 BE BALANCED ACROSS THE Learn OF EACH ANGLE, WITH '4° MIN EDGE DISTANCE TO END OF ANGLE BEAM DESIGN SCHEDULE SCHEDULE W43 MAXIMUM ALLOWABLE DESIGN PRESSURE IN LWT- M. 1 14°IYWTAPCONSTO 114- 20AUPODNTB 1 /4°ITWTAPCONSTO 114-ZD LLPOMN 014SCREMM lu CIXVIO¢EIE SoLID- SliTTO H&" &= SET TO Nx10D FC (3192 PO MIN) GUAETE (,1000 PSI KIN (1500 PA MIN) aoor (1800 PSI MIN) (G=OSS MIN) I -3/4" PIN EMBED 7/8" MIN BMW 1 -3/4" MIN EMBED 7Ar MIN EMBED P MIN EMBED 2 -11P MIN EDGE DIST 3" MIN EDGE DIST 2-1/2° PIN EDGE DIST 3° MIN DIET 3/4° MIN EDGE DIST limmmimmuM 3" MIN SPACING 3" MIN SPACING 33 MIN SPACING 3° MIN SPACING 3• MIN SPACING A 2 PER CONN 2PER CONN 4PER COMN 2PER DOMN 2PELCCNN B 2PERCONN 2PEROONN _ 6PERCONN 4PER CONK 4 PER CONN C 4 PER CONN 4 PER CDNN 6 PER CONN 4 PER QYNN 4 PFR00MN D 4PERCONN 4P®i CONK --- N/A -.- 6PFJLCONN BPERO7NN BEAM ANCHOR SCHEDULE NOTES: 1. SCHEDULE GIVES MI IMIX NUMBER OF ANCHORS N QiItED PER CONNENTICN (I.e. TOTAL QUANTITY AT EACH BEAM WD . Z ANCHORS SHALL BE DLSIRI&ITED EVENLY BETWM THE (2) ANGLES AT EACH CONM CRON. 3. APCHORS SHALH. AL90 BE BALANCED ACROSS THE Learn OF EACH ANGLE, WITH '4° MIN EDGE DISTANCE TO END OF ANGLE BEAM DESIGN SCHEDULE SCHEDULE W43 MAXIMUM ALLOWABLE DESIGN PRESSURE IN LWT- M. TI M'1�9 g F i d 8 z �� u� iA g 0 as . .......,...�,.,.�....�....�.... n4-... w. u.•. vw.• orrav°uiicssra•cwaarira�s�ulres BEAM DESIGN SCHEDULE NOTES: TpaoDHc1'8EVuW 1. SCHEDULE Gwm M x=m ALLOWABLE DESIGN PRigl1R6 ar EACH CQ& � 0 RHSPECRVE BEAM SPAN AND SHUITER SPAN. Amapt�teNo 2 -OBI ) 2. THIS SCHEDULE IS APPLICABLE TO ONLYTHOSE COMBINATIONS OF ft Date Z o o SHEEP MOUNTING CONDITIONS SHOWN IN THIS SE TIM By 3. SHUTTER SPANS AND ALLOWABLE DESIGN PRESSURES SHALL BE LIMITED TO THOSE PROVIDED IN APPROPRIATE SPAN SCHEDULF(5)L N>ooz,ol OP •• I I mOmmmOmmm ©mm "' O�m . limmmimmuM ®0��0000�0��0 © ©00 mmmmmmm '®' mmm 0O D ©DSO ��M ®0 ©�DOD��ODm000in OEM mmoommnommoomm mn oom�© mmnnmmnm m ® ® ® ®�' m ©0 m0Inn ®OmM� ©0m0000m lain 0 ®©OBi mmBm00 mnn©' nmMMR© n ©n©' n� mmmmmnnn ®nnnnnmn mmmmmmm ® ©00 ODMm mono - mmlmMm nnmo m©nnnio°' nmmnnmMnnmM mmmmm®nmm ®00 nn nim m0immmmm mo © ©m�m000 ©off Im ®nono ® ®E�00 mm ®� mnoom000 ©om ©� ® ® ® ®onooe000 ©ono ®mmmm' m��0' mm cmmmmm©m MnM 7mmmmm ® ® ® ® ©OOm ©000 ® ©m0 mmmm® mm" nmmmmmmm mmmm ®mmmmnMnm®Omm mmmmm ©� © ©0��' © © timmm ®®mmmm ® Om ®® ©Om . mmmmmmmmmmnnmmnn© m mmmm0�00 ©m�0 ® ©®' m® mm ®mmmm�mnm0' mmm m ®mmmmmmmnMnMnmmM '�mm mmmmmm�mm ® ©m® TI M'1�9 g F i d 8 z �� u� iA g 0 as . .......,...�,.,.�....�....�.... n4-... w. u.•. vw.• orrav°uiicssra•cwaarira�s�ulres BEAM DESIGN SCHEDULE NOTES: TpaoDHc1'8EVuW 1. SCHEDULE Gwm M x=m ALLOWABLE DESIGN PRigl1R6 ar EACH CQ& � 0 RHSPECRVE BEAM SPAN AND SHUITER SPAN. Amapt�teNo 2 -OBI ) 2. THIS SCHEDULE IS APPLICABLE TO ONLYTHOSE COMBINATIONS OF ft Date Z o o SHEEP MOUNTING CONDITIONS SHOWN IN THIS SE TIM By 3. SHUTTER SPANS AND ALLOWABLE DESIGN PRESSURES SHALL BE LIMITED TO THOSE PROVIDED IN APPROPRIATE SPAN SCHEDULF(5)L N>ooz,ol OP ANCHOR SCHEDULES: _ aNawR oommmmmmmmmmm SPANS UP TO 6' -0° CONN TYPE CIL C2 C3 C1 CS SPANS LIP TO Lr-a° SPANS UP TO CONN TYPE Cl C2 C3 C4 CS CDNNTIRE Cl CI C3 C4 CS tdI ii ITW TARN (ATn MW WJQM.' 1.75° MW EDGE DIST: r 45 120 120 LLD" 320° I20° 120° 110° 120' 9.6° IZO' 120. V-0-1 73' Sr 63° 57 12.W l2rflUrl 120' Lr 120° 120° 120° 32.0° 7.4" 12.0° ILO' 320° 6S° 40" 5.4° 73 120° 120" 73° 88' L20' 120° 120" 8Y Sr 7.3' IZO° 120° 6.r 4.8" &4" 105 1Z0° 7.4" SY 57 73° 320° 120° W 4.8' &4" 120° 120' 6S° 45° 14° 170 12.0" 5.r 8S' 4.8' 5.4° IZO° 120° 6S' 40° 5.4° 120° 120° 65° 4.8° 5.4' N 1/s° OLCD l&TRACON MW EDGEi DIST: 25° 45 120' E 120" 120" 1Z0° 120' 12.0° 120" &r 120° 120° 120• 63" 4.r &r 57 120° 12.0. 120° 1 &1° 120° 120° 120° ILL &6" LIZ 120° ILP 5.6' 43" 42" 73 320° 12.0' ILO' 320° 75° I20 120° 120° 7.0° 5.1° &6° 110° 115° 5b° 43' 4.8" 1os 3Z° 9.r 7.1.1 5.1° Ga. 120° 11.5° S. 43° 4.8° 120° ILS° 5.6° 4.3° 4.8° 170 120 115° 5.6° 43° 40° I20" 11.5° 5.6° 43° 40' 120' ILLS. ' 5.6° 4.3° 4.8° �1. 1TW TAPCON MIN EMBED: 7.25° MIN EDZ>£ DLSf: 3.325° 45 120° 120' 120° 120° 120° ILO' 120° 120° 120° 120° 12.0° 120° LOS° 8Y A9° 57 120° Ur 320° 110° 110° IZ0. 12W 12P 1S' 120' 120° 120° 9Y 7S" &4" 73 120° 120" 120" 120° 120' 120' 120° ILr 8$" lw 120° 120' 9Y 75° &4° 105 170 120" 12.0° 120° 120° IlAr 92' 80° 75° 11.6' 8.4" 120' 320° 120' 1ZC' 92" 9Y 7S' 75' &4° &4° 120° 120° 120' I20" 9Y 9Y 75' 7S' &4" &4" °tis' P3D0 LR.TRACOIN 1.75° Kffj EDGE DIET: 3° Lf •35 120° 120° 120° ILO" 110° 120° 120° 120° 120° 110° IZ0' Sr 7.1° &r 57 120° 110° 120' 120' 12.0° ILO' 120° 120° 55jr 120° 12.0° 120° 7.r 65" 73° 73 120 170° 12.0° 11.4' 110- 120° 120" 9.7" ?7.6' 10.1° 120° 120 7.7' 6S° 73' 105 110° I20' 9.8° 7.6' IOY 120° 320° 7.r $ 7 120° 120° 7r 6.r 73° 170 110° 120° 7.7° 6S' 73° 120° 120° 7.r 65' 73° SLO' 120° 7r 63 73" �j gQ ^ Vr20ALLPMNlSS0UlHiET MIN QNBFD 0075° MW EDGE DIST' 3" * 45 57 110° IZO" 120° 120" L20" 120" 120' IL9° 12.0° 110° 12.0° IZO° 120' 120° CLOP 120" ICY 7.8° 120_° 320' 3L0° ILO° 120° iL0° 7Y &4° Sr 5.1° 60° Sr 73 120° 320° MW 9.0° IZO° 120° 120° &1° 60° 7.8" ILO° 120" &4" 5.1° Sr 105 120° 120° l' 60' 7.9' 120' 120' 6.4" 5.1° 5.7- 12.0° I 1Z0° 6.4' S.1" S.r 170 0 320° I 120° 6.4' S.1° S.r ILO- 120° &4° S.L° 5.7- 120° ILO° &4° 5.1° 5.r _ aNOwR oommmmmmmmmmm SPANS LIP T06' -O° CONN TYPE Cl 0 C3 C4 CS SPANS UPTOW-W SPANS UP TO IW-V COM TWE Cl C21 C3 I C4 I CS CONK TYPE Cl I C21 0 1 C4 CS ' N V' i14 WOOD SCRELY MW EMBED: IS° MW EDGE DIST' 0.75° 45 120° 120° LLD" Sr SY �%�/p MP ©Immmmmmmm,®' 3.7' Sr 83" 85° 3.1' 21° 24° 57 120. mmm���� 120' 43' W Mr. 11,4' S5" 29' 45' 7.r Sr Zr 3.9° 21" 73 120" 120" 73° 3.r 5.0' 8.9° 73" 35° 22" 2r 7.r Sr 2.r 1.9° 21° 305 &9" 7.4" 35" 22" 2.8° 7.r Sr 27' 1.9" 21' 7.r Sr 2r IT 21" 170 7.r 5.r Zr 1.9" 11° 7.7- Sr 2r 1.9° 2.1" 7.r Sr 27- 1.9' 2.1" N '14" LAO SCREW MIN EM®: 1.5' MIN EDGE DLST' 0.75° L y 45 120" 120' 120° 6.41 8.11 32.0° I20° uo° 43' 5.61 120° 1 &9" SY 24" 1r 57 120° 12.0. 120" 4.9" 6.4" 120" 120" 92- 33" 4.4' 120" 9S" 4.6° 2Y 24' 73 10.5 120' 120° 12.0' ILO' I 120° I SP 3.r 2-6-13(r S.0" 120° 12.0° 320° 95° 5.8° 4.6° 26' Zr. 3.0' 24' 110° 120° 95° 95° 40 4.6° 2.r 2Y 24" 24' 170 120' 9.r 45' 120' 95' 4.6" 2Y 24" 120' 9.r 4S" 22" 24" MASONRYSCREW MIN EMBED: W MIN EDGE DI5T =0.95° 45 12.0" 120' 120' - _ _ i . a.ou��umoa�> o'mmmmmommmmmm� 4.!° 5.4° 120' 1&1° 4.8° Z3" Z6° 57 122' 120" IZG' �m 110' ©'mmmmmmmommmoii 3Y 4 ..11.9° 8.8° 4Y 21° 23' 73 120° 128° IIY 12.2-2.4- iii 1L4' ©mmmmI/�/mmooiammoy'�ia,%//i 25° s IL9° 80' 4Y Ll' 23" 105 320' 11S° 5.4" lIr &8° ®mm�vulM ZI" 23°, 11.9° BA' mm zI��vZ ILr &r mmv0MR, 11.9° z m,mm� ZI° 23° /�f.�omy.y�moi�i� 80° 4Y 21° 23° °.mmmmmmmmmmmmmmmm . . ©mmmmmmom�am ®m�i�iVA :. . . -. . - ,i ©mmmmmmmmmmmmomm Mmmmmmmmmmmmmmmm mmmmmmmmmm mmmmmm ©°- momm ®mmmmmmomom N E* REFER TOSPANSL9LMUMFORM "ALLOWAKESPANSANDPAMMIRl°S .m aNOwR `3 SPANS LIP T06' -O° CONN TYPE Cl 0 C3 C4 CS SPANS UPTOW-W SPANS UP TO IW-V COM TWE Cl C21 C3 I C4 I CS CONK TYPE Cl I C21 0 1 C4 CS ' N V' i14 WOOD SCRELY MW EMBED: IS° MW EDGE DIST' 0.75° 45 120° 120° LLD" Sr SY Mr MP 9.9' 3.7' Sr 83" 85° 3.1' 21° 24° 57 120. 120° 120' 43' W Mr. 11,4' S5" 29' 45' 7.r Sr Zr 3.9° 21" 73 120" 120" 73° 3.r 5.0' 8.9° 73" 35° 22" 2r 7.r Sr 2.r 1.9° 21° 305 &9" 7.4" 35" 22" 2.8° 7.r Sr 27' 1.9" 21' 7.r Sr 2r IT 21" 170 7.r 5.r Zr 1.9" 11° 7.7- Sr 2r 1.9° 2.1" 7.r Sr 27- 1.9' 2.1" N '14" LAO SCREW MIN EM®: 1.5' MIN EDGE DLST' 0.75° L y 45 120" 120' 120° 6.41 8.11 32.0° I20° uo° 43' 5.61 120° 1 &9" SY 24" 1r 57 120° 12.0. 120" 4.9" 6.4" 120" 120" 92- 33" 4.4' 120" 9S" 4.6° 2Y 24' 73 10.5 120' 120° 12.0' ILO' I 120° I SP 3.r 2-6-13(r S.0" 120° 12.0° 320° 95° 5.8° 4.6° 26' Zr. 3.0' 24' 110° 120° 95° 95° 40 4.6° 2.r 2Y 24" 24' 170 120' 9.r 45' 120' 95' 4.6" 2Y 24" 120' 9.r 4S" 22" 24" MASONRYSCREW MIN EMBED: W MIN EDGE DI5T =0.95° 45 12.0" 120' 120' 120° 120' 12.0' 4.!° 5.4° 120' 1&1° 4.8° Z3" Z6° 57 122' 120" IZG' 110' 110' S.6° 3Y 4 ..11.9° 8.8° 4Y 21° 23' 73 120° 128° IIY 12.2-2.4- 120° 1L4' 5.4' 25° s IL9° 80' 4Y Ll' 23" 105 320' 11S° 5.4" lIr &8° 4Y ZI" 23°, 11.9° BA' LM ILr &r 4Y 11.9° 80° 4Y ZI° 23° 11.9° 80° 4Y 21° 23° i NO/ E.• REM MSPAN62F EWE RESPORM "ALWW4fiLESPANSANOPRE=/RES ANCHOR NOTES'. M L ANCHORS SHALL EE vwALLED IN ACCORDANCE WITH MANUFACNRERS .5. ANCHOR APPLIES TO ALL PRODUCTS Comm HEREW, BUT RECOMMENDATIONS.. . i3''TA .. ONLY PROVIDES ALOOWAME ANCHORSPACWG. MAX ALLOWABLE .. 2. KIND&M EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED W SPANS AND PRESSURES INDICATED W SPAN SCHEMPAS) SHALL APPLY. ANCHOR SCHEDIAE 6. WHERE HOST STRUCTURE IS WOOD FRAMING, VERIFY THAT FASTENERS 3. ENSURE MINIMUM 3/4° EDGE DISTANCE FOR ALL ANCHORS TO WOOD ARE INTO ADEQUATE WOOD FRAMING MEMBERS NOT INTO PLYWOOD (u.N.0.1 FRAMING (Le. ANCHOR SHALL BE LOCATED IN �CREpNTTEERGO) F STUD WHERE 7. MACHINE SCREW SHALL HAVE M WII4 R OF 1/2° ENGAGEMENT OF FASTENED 44 �MWIMUMI EMBEDMENT AND EDGE DISTANCE EXCLUDES ST11000, FOAM, OR WAFER HEAD (°S ILK BOUT°) U.PLO.EiTHFR A PAN HEAD. TRUSS HEAD. BRIG(, AND OTHER WALL FINISHM S. * DE NGNATES REMOVABLE ANCHORS GLASS SEPARATION SCHEDULE GLASS SEPARATION SCHEDULE NOTES: 1. SCHEDULE GIYES MINIMUM REQ'D SEPARATION FROM GLAZING. 2 SEPARATION LS MEASURED FROM GLASS TO NEAREST PART OF SHUTTER ASSPWLY - REF MOIINTIING SECTION DETAILS. ... 3.. WHERE ANY POLYCARB BLADES ARE INCLUDED W A PARTICULAR MUTTER ASSEMBLY, 115E GLASS SEPARATION UNDER "POLYCARB BLADES. PROD= REVISED swwbg code 3.01 • �Rpl mm��cim-,Tmltl� X000 Eno ® omWiiiiyMBVZZiiiiiiZA ff TIM IR O�W�WWWRIM4V/Z /Yl0WZZJ GLASS SEPARATION SCHEDULE NOTES: 1. SCHEDULE GIYES MINIMUM REQ'D SEPARATION FROM GLAZING. 2 SEPARATION LS MEASURED FROM GLASS TO NEAREST PART OF SHUTTER ASSPWLY - REF MOIINTIING SECTION DETAILS. ... 3.. WHERE ANY POLYCARB BLADES ARE INCLUDED W A PARTICULAR MUTTER ASSEMBLY, 115E GLASS SEPARATION UNDER "POLYCARB BLADES. PROD= REVISED swwbg code 3.01 • �Rpl