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WS-17-2421Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-000823-2018 Permit Number: WS-10-17-2421 Scheduled Inspection Date: October 19, 2018 Inspector. Riveron, Alexis Owner: DOUGLAS BARNES MARY ELLEN BENTON Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Window/Door Replacement Address: 10108 NE 1 AVE Miami Shores, FL Project <NONE> Phone Number Parcel Number: 1132060131560 Contractor. JS CONSTRUCTION 2 LLC Phone Number: 3059691130 JEFFREY SCHWARTSZ Building Department Comments INSTALL ONE IMPACT DOOR AT SIDE OF GARAGE, ROLL DOWN SHUTTERS, ACCORDION SHUTTERS, HURRICANE FABRIC ON WINDOWS AND DOORS ALL ITEMS HAVE MIAMI DADE NOA OR FLORIDA BUILDING CODE WITH HVHZ APPROVALS 25 TOTAL 24 SHUTTERS AND 1 DOOR Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 18, 2018 For Inspections please call: 305-762-4949 Page 12 of 33 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Parcel Number Permit NO. WS-10-17-2421 Pemtit Type: Windows/Shutters Classification: Window/Door Replacem Petmii Status: APPROVED Expiration: 05/02/2018 Applicant 10108 NE 1 Avenue Miami Shores, FL 1132060131560 Block: Lot: DOUGLAS BARNES MARY ELLE Owner Information Address Phone Cell DOUGLAS BARNES MARY ELLEN 10108 NE 1 Avenue MIAMI SHORES FL 33138- 10108 NE 1 Avenue MIAMI SHORES FL 33138- Contractor(s) JS CONSTRUCTION 2 LLC Phone CeII Phone (305)969-1130 (305)495-2300 Valuation: Total Sq Feet: $ 34,250.00 0 Type of Work: INSTALL ONE IMPACT DOOR AT SIDE OF No of Openings: 25 Additional Info: INSTALL ONE IMPACT DOOR AT SIDE OF Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $21.00 $5.25 . $3.50 $7.00 $350.00 $9.00 $28.00 $423.75 Pay Date Pay Type Invoice # WS-10-17-65309 10/11/2017 Credit Card 11/03/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 373.75 $ 373.75 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS constru AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating zoning. Futhermore, I authorize the above -named contractor to do the work stated. ed Signature: Owner / Applicant / Contractor / Agent Bujr ing Department Copy November 03, 2017 Date November 03, 2017 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED OCT 111011 FBC 20 % Master Permit No. Y t� _ ZLI - Sub Permit No. *BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10108 NE 1st Avenue City: Miami Shores County: Miami Dade Zip: 33138-2309 Folio/Parcel#: 11 3206-013-1560 Is the Building Historically Designated: Yes X NO Occupancy Type: Res Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Douglas Barnes Address:10108 NE 1st Avenue Phone#: 305-934-7521 City: Miami Shores State: FL zip: 33138-2309 Tenant/Lessee Name: N/A Phone#: Email: jschfp@comcast.net CONTRACTOR: Company Name: JS Construction 2 LLC Address: Mailing - 18495 South Dixie Hwy. Suite 217, City: Miami State: FL Qualifier Name: Jeffrey Schwartz Phone#: 305-969-1130 shop- 10711 SW 216 St., Miami, FL 30S— 431—175Z zip: 33157 Phone#: 305-495-2300 State Certification or Registration #: CBC-1259567 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ $34,250 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Install one impact door at side of garage, roll down shutters, accordion shutters, hurricane fabric on windows and doors. All items have Miami Dade NOA or Florida Building Code with HVHZ approvals 0_ -75 4-4 Z C( fNL)44 p cia et_ Specifycolor of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bqnding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this Z 3 day of Nt , 20 17 by 0:((.1 eA,fnlcr :�'a de�t�fR�liG�aihdtyvft (407) 396-0153 Fbridallota Se ivy r tantY(?b Sign: Pr: Seal: **** Jeffrey Schwartz nown to DAVID P. LAWRENCE as NOTARY PUBLIC gitAirE OF FLORIDA Carmen FF057282 Expires 9/25,2017 * Signature The fore CONTRACTOR instrument was acknowledged before me this 17 20 me or who has produced DAVID P, Sign: ` by own to as ..4i \Ule1 FREY SCHWARTZ MY COMMISSION #FF111433 ycy........ . '�: EXPIRES July 18, 2018 13 153 FbridallotaryServlce.com Print: ave Lawrence Seal: ******************* APPROVED BY /' ( Plans Examiner ... ,C • STATE OF FLORIDA • Corns* FF057282 11* 'eft************* Zoning Structural Review (Revised02/24/2014) Clerk EVliami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: i ualifier/Owner Signature 6 // -S�:4A) A r ? ate Print Name asnoH JO.100H 1.SJJd w�a 8 0 0 0 RECEIVED OCT 11 2017 G-w-datat— Cy 1.7 PERMIT #: Miami Shcres Village APPROVED BY ZONING DEPT BLDG DEPT DA'E SUBJECT 'TO CCMPUPNCE ALL DERAL • • STATE ANO CCUNIY RULES AND REGULATIONS' • CONSTRUCTION ... . • • • • •• • • • .. •.• •. • • • •• JS Construction 2 UV 18495 South Dixie Hwy.: • • Suite 217 Miami, FL 33157 • • • •• •• •• •• • • • • • • 305-495-2300 CBC-1259567 : • : :' :• • •• •• • • ••• • • • • .•• • • • • • • • Frgjecc Aflaisi: 10108 NE 1st Ave •' r Miami Shores, FL 33138 • • • Barnes residence • • • • • • • •• • • • • • CD cZt •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• ••• ••• • ••• A JS Construction 2 LLa prQjedt Ad 1r es : 10108 NE 1st Ave 18495 South Dixie Hwy.: • • .• • Miami Shores, FL 33138 Suite 217 Miami, FL 33157 • • •• •• •• •• •• •• •• •• •• • • • • • • • • 305-495-2300 CBC-1259557: . : • • • •• •• • •• Barnes residence • •• •• •• • • •• •• ••• • • • ••• • • CONSTRUCTION asnoH JO .100j3 puooas CONSTRUCTION A N •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • 900 ••• 000 • 4100 JS Construction 2 LLC •Prpjec t 4ddiesp: 10108 NE 1st Ave 18495 South Dixie Hwy.. • • ' • Miami Shores, FL 33138 Suite 217 Miami, FL 33157 000 • • • • 000 • • 305-495-2300 CBC-1259S57: • : :': • : • • : Barnes residence • •• •• • • • •• •• ••• • • • ••• • • 1 ROLL DOWN SHUTTER 2 HURRICANE FABRIC 3 HURRICANE FABRIC 4 HURRICANE FABRIC 5 ROLL DOWN SHUTTER 6 ACCORDION SHUTTER 7 ACCORDION SHUTTER 8 ROLL DOWN SHUTTER 9 ROLL DOWN SHUTTER 10 ROLL DOWN SHUTTER 11 ROLL DOWN SHUTTER 12 DOOR IMPACT RATED 13 ACCORDION SHUTTER 14 ACCORDION SHUTTER 15 ACCORDION SHUTTER 16 ACCORDION SHUTTER 17 ACCORDION SHUTTER Front French Doors left front Front porch left side Front porch front side Front door front side Side door right side - Side window right side Rear window rear right side Rear French Doors Rear French Doors Rear French Doors Left side French Doors Garage left side entrance door opens out Garage rear window Garage rear window Garage rear window Garage right side window Garage right side window Second Floor 18 HURRICANE FABRIC 19 ROLL DOWN SHUTTER 20 ROLL DOWN SHUTTER 21 ROLL DOWN SHUTTER 22 ROLL DOWN SHUTTER 23 ROLL DOWN SHUTTER 24 ROLL DOWN SHUTTER 25 ROLL DOWN SHUTTER c Front French doors with balcony Rear window Rear window Rear window Rear window Rear window Rear window Rear window . . . .. .. • • • • • • • • .•.• • • •• •• • • • • • • • • • • • • • Key to Openings First Floor, Garage, Second Floor N > 4- H 1• W Z co 0 0 • • Q• • .�,., • • • ••r}•• • 'a • • ••#•• J • •• • N N m Ox NV V 0 ^ i M M H - o• Lo• co LL Va=o�n u) coo an M Barnes residence .• • • • •• Miami Shores, FL 33138 Client: AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT JS CONSTRUCTION Date: Oct 19, 2017 Project Name: BARNES RESIDENCE Project Desc.: 10108 NE 1ST AVE MIAMI SHORES, FL 33138 AFC Number: 17-1538 Design Criteria: i, Florida Building Code 2014 ii, Wind Loads are calculated as per ASCE 7-10. General Notes: Building Height (ft.) : -- -RR CETVE OCT 2017 Engineered By: MI Checked By: P. . . . .. . . . . .... . . . ... • .... • . • . ▪ • • .... .... . . ..• .. • . . . . . • . • • • ..• - Any deviations from conditions shown on calculations or drawings shall be engineered separately. • ••• • • • - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Engineering drawings are checked for structural requirements only. Additional Notes: Disclaimer: - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation. - No portion of this document may be used.or reproduced in any manner. Unless authorized by signing professional • • • . Javad Ahmad, ( EB C.A.N. #3538 V T 2 3 2017 FL# 70592 9360 Sunset Drive, Suite 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooc afceng.com JS CONSTRUCTION 18495 S DIXIE HWY STE 217 MIAMI, FL 33157 Coefficient Kh 0.95 BARNES RESIDENCE - HOUSE 10108 NE 1ST AVE MIAMI SHORES, FL 33138 Coefficient Kzt 1.00 Velocity Pressure Evaluated @z [qz] (Ib/r2) 63.31 Wind Speed (mph) 175 Importance Factor 1.00 Exposure Category C Risk Category 2 Coefficient Kz 0.95 Mean Roof Height [h] (ft) 25.00 Height Above Gnd. Level [z] (ft) 25.00 Horizontal Dimen. of Bldg. (ft) 102.00 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kd 0.85 Velocity Pressure Evaluated @h [qh] (Ib/ft"2) 63.31 Component Size Gcp Coefficients Mark Comp Type W (in) H (in) S (in) A ft"2 Z4+ Z5+ Z4- Z5- Gcpi Coeff. Pos Neg Design Wind Pressures (Ib/ft"2) Z4+ Z4- Z5+ Z5- In Zone ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 44.8 -48.6 44.8 -60.0 .. ... . . . . . .. . • . . • . • . • .. ... .. . . • .. • ... ... • • ... ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING AL-FAROOQ.CORFOI1ATtON7 j23t SHIM 870 AVE, MIAMI FL. 33174. TEL:305-264-8100 Engineers Seal • .. .. • • • .. ••• • • ••• • • Engineers Name And Signature. . . . . . • • • • ••• • pesign pate • • • • • • '.: :10/1$/2Q17 :53:42 AM • • ••• • • Design Reference Number 17-1538 8E9 L-L L aagwnN aouaaajay u6lsa0 . . •.. . . wv zz:vsrlttoz/$L/CL: :'. • • • ••• • • • . • • • wed u5isad • • • • • . • • • • • • •• • • • ban;eu6ls piny aweN saaaw5u3 • • ••• • • •.• •• • • • •• •• • leas saaau►6u3 OOi9-179Z-BOC:731 "17LLEE '7d 1wb7W `3nv 411LB:44:s EZ1:NO114101H00.000HIyd-7V : ONIOOV70 ONV S1N3NOdI1100 NO SOV07 ONIM OL-L 30SV 6'8b- L'9£ 8'6£- • • • • • • • • ••• • • ••• ••• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• • • L'9E 81-'0- 81-'0 9Z' l- 66'0- 06'0 06'0 00'0l auoZ u/ -9Z +9Z -bZ +bZ (Z„841) saanssaad puIM u51se0 beN sod •aop !clop -9Z -bZ +9Z +tiZ Z 11 V (u!) S (u!) H (u!) M slua!oijjoop dop ezls lueuodwop edit" dwop Naen 179'99 („I1/q/) [qb] yc7 palen/en3 aJnssaJd Al!ooleA 98'0 luepyjeo0 uogoaload ;oedwi ql!M 6u!p/!n8 jo edA1 0 L > (5ep) edo/s food 00'Z0 L (1{) -6p/8 to •uew!p /eluozuoH 00'9 L (;}) [z] /ana7 pup enogy ly6ia/-/ 00'9 L (;l) [y] 1146!aH food ueaj SW0 lua!aijjeop ifio5ejep 4s!t/ 3 tio5alep alnsodx3 00' L soloed eoueliodw/ 9L L (Ow) Gads pu!M b9"99 (Ovi}/q/) [zb] zz palen/en3 einsseid A-l!oo/an 00' L lz)j lua!o!JJaop MCC EE 7d `S3HOHS IW b7W 3AVISE 3N80101 39tal itO - 3ON3OIS31:1 S3NHVS 98'0 y.)/ lue!o!E{aop LSL£E 7d viva L LZ 31SAMH 3IXI0 S 56178E NOI1OnH1SNO0 Sr Contact Info: Jeffrey Schwartz Qualifier 305-495-2300 / jschfp@comcast.net Date: 10/11/2017 Product Approval Schedule / Comparison Chart JS Construction 2 LLC 18495 South Dixie Hwy. Suite 217, Miami, FL 33157 Permit No. State Certifed Building Contractor CBC-1259567 ' Project Address: Douglas Barnes, 10108 NE 1st Avenue, Miami Shores, FL 33138-2309 305-934-7521 doublasbarnesl@gmail.com Folio: 11-3206-013-1560 Product Product Description of Opening Opening Mullion Opening Number Window, Door, Procuct Acceptance Number Approval Design Approval Pressure Pressure Pressure Rough Opening Size in Inches Shutter Required Required Impact Yes / No Mullion, Shutter (+) PSF (-) PSF (+) PSF (-) PSF Yes / No 1 Roll down shutter FL 12246.1 160 160 ( ti 44.8 60.0 67 x 108 N Y 2 Hurricane Screen 15-0518.04 65 65 (, 44.8 60.0 60 x 107 N Y 3 Hurricane Screen 15-0518.04 65 65 L 44.8 60.0 128 x 107 N Y 4 Hurricane Screen 15-0518.04 65 65 c 44.8 60.0 50 x 122 N Y 5 Roll down Shutter FL 12246.1 160 160 ( 44.8 60.0 44 x 92 N Y 6 Accordion Shutter FL 1850.3 100 100 ( 44.8 60.0 34 x 45 N Y 7 Accordion Shutter FL 1850.3 100 100 44.8 60.0 54 x 41 N Y 8 Roll down shutter FL 12246.1 160 160 44.8 60.0 47 x 78 N Y 9 Roll down shutter FL 12246.1 160 160 44.8 60.0 67 x 108 N Y 10 Roll down shutter FL 12246.1 160 160 44.8 60.0 67 x 108 N Y 11 Roll down shutter FL 12246.1 160 160 44.8 60.0 67 x 108 N Y 12 Door 16-1110.01 65 65 36.7 48.9 33 x 81.5 N Y 13 Accordion Shutter FL 1850.3 100 100 36.7 48.9 68 x 60 N Y 14 Accordion Shutter FL 1850.3 100 100 36.7 48.9 30 x 38 N Y 15 Accordion Shutter FL 1850.3 100 1.bb • : 36:7.•: :4$.9•• 27 x 60 N Y 16 Accordion Shutter FL 1850.3 100 ib0 •: 38;7:_: _ 4.9 :. 27 x 60 N Y 17 Accordion Shutter FL 1850.3 100 100 36.7 48.9 27 x 60 N Y 18 Hurricane Screen 15-0518.04 65 :65: 448,•4 60.0 • • 86 x 108 N Y 19 Roll down shutter FL 12246.1 160 •• 160; • • 4;1„8• • 6t1J : • 44 x 54 N Y 20 Roll down shutter FL 12246.1 160 • • • 160• 44.8 • 60.b 40 x 49 N Y 000 • - • . s •_• • -• i • • • • • • . • • • • •••. • • • Page •7s o� 2: : :. .: ... • • • ••• • • Contact Info: Jeffrey Schwartz Qualifier 305-495-2300 / jschfp@comcast.net Date: 10/11/2017 Product Approval Schedule / Comparison Chart JS Construction 2 LLC 18495 South Dixie Hwy. Suite 217, Miami, FL 33157 Permit No. State Certifed Building Contractor CBC-1259567 Project Address: Douglas Barnes, 10108 NE 1st Avenue, Miami Shores, FL 33138-2309 305-934-7521 doublasbarnesl@gmail.com Folio: 11-3206-013-1560 Product Product Opening Opening Mullion Opening Description of Procuct Acceptance Approval Approval Pressure Pressure Rough Opening Shutter Required Impact Number Window, Door, Mullion Number Design Pressure Size Required Yes / No (+) PSF (-) PSF (+) PSF (-) PSF Yes / No 21 Roll Down Shutter FL 12246.1 160 160 44.8 60.0 44 x 54 N Y 22 Roll Down Shutter FL 12246.1 160 160 44.8 60.0 44 x 54 N Y 23 Roll Down Shutter FL 12246.1 160 160 44.8 60.0 44 x 54 N Y 24 Roll Down Shutter FL 12246.1 160 160 44.8 60.0 49 x 60 N Y 25 Roll Down Shutter FL 12246.1 160 160 44.8 60.0 49 x 60 N Y .. ..1 • - . . . 0 • • • • ► -- - . . .. • • • - - • .II • • • • • . • • • . ••• • • • • • ••• • . .• •• • ••• • • .4• , • • • • • •• • • 1 • • •• • • : 4 • • • 4 • • i • ••• • • ••• • 1 ••• • • • • ••• • • • • • • • • • • • • ••• • • • F.a�ge2 o,1 2: •• • •• ••• • • • ••• • • SHEET 1 of 3 11 AL-FAROOQ CORPORATION THIS SHEET HAS BEEN REVIEWED TO VERIFY LOCATION OF EXTERIOR GLAZING PRODUCTS WITH SPECT TO ZO E 4 & BY: DATE: *ALL INFORMATION ' ' OVI '► ED BY CLIENT 10 LIVING ROOM NORTH 1 2 9 SCREEN PORCH • • •.• • • • ••• •• •. • • • •. •• • • • • • • • • • • • • • • • • ••• • • • • • • • ••• 7 • • .•• •• •• .-.• .. • • • .. .�� • • • • • • • • • • • • ••• • • • • • • • • • • .•• • ••• KITCHEN • • • • .• • •• • • • • STAIRS Front Door • ••• •• • • SIDE ENTRY PANTRY DINING ROOM BATH 3 4 First Floor of House tt i 6 5 0 0 0 Project Address: JS Construction 2 LLC Miami Shores, FL 33138 Barnes residence SHEET 2 of 3 AL-FAROOQ CORPORATION THIS SHEET HAS BEEN REVIEWED TO VERIFY LOCATION OF EXTERIOR GLAZING PRODUCTS WITH RESPECT TO ZONE 4 & BY:S DATE:I *ALL INFORMATION PI&OVIIfED Y CLIENT STUDY NORTH 23 • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ..• • •• • • • ••• 22 • ••. • .•• 1 • ••• • • • •• •. • • • • • • • • • * • . • • • • • • • • • • • 7 ••• Mb • • • • • • • • • • s• • • —STAIRS— - •• l0 • • • • • • • • •• • • • • • • ••. •• BEDROOM 19. BEDROOM BEDROOM 18 Second Floor of House W Z co 0 0 Project Address: JS Construction 2 LLC Miami Shores, FL 33138 Barnes residence z 0 V)" SHEET 3 of 3 AL-FAROOQ CORPORATION THIS SHEET HAS BEEN REVIEWED TO VERIFY LOCATION OF EXTERIOR GLAZING PRODUCTS WITH RESPECT TO ZO E 4 . 5. BY:S f DATE: b �� *ALL INFORMATION P 0 r ED BY CLIENT 13 • • •.• • • . •.• •• •• . • . •• .. • . • • • • • • . • • • • • ••• • • • • • • • • . • • • • •.• • • • . •.. • . ••• • . ••• •. • • • •. .. • • • • • • • . • • • • • • . . • • . . . • ..• . . ••• .•• • •• • • • •• • • • } . • • • • • • .. • 11. 1151 • • • • •• • • • • ••• •• 12 Garage u 16 17 Project Address: 10108 NE JS Construction 2 LLC Miami Shores, FL 33138 Barnes residence Cont Info: Jeffrey Schwartz Qualifier • 305-495-2300 / jschfp@comcast.net Date: 10/11/2017 Product Approval Schedule / Comparison Chart JS Construction 2 LLC 18495 South Dixie Hwy. Suite 217, Miami, FL 33157 Permit No. State Certifed Building Contractor CBC-1259567 Project Address: Douglas Barnes, 10108 NE 1st Avenue, Miami Shores, FL 33138-2309 305-934-7521 doublasbarnesl@gmail.com Folio: 11-3206-013-1560 Description of Product Product Opening Opening Mullion Opening Procuct Acceptance Approval Approval Rough Opening Shutter Impact Number Window, Door, Mullion, Shutter Number Design (+) PSF Pressure (-) PSF Pressure (+) PSF Pressure (-) PSF Size in Inches Required Required Yes / No Yes / No 1 Roll down shutter FL 12246.1 160 160 44.6 59.7 67 x 108 N Y 2 Hurricane Screen 15-0518.04 65 65 44.6 59.7 60 x 107 N Y 3 Hurricane Screen 15-0518.04 65 65 44.6 59.7 128 x 107 • N. :•1�••• 4 Hurricane Screen 15-0518.04 65 65 -44.6 59.7 50 x 122 • _....N • ..1... 5 Roll down Shutter FL 12246.1 160 160 44.6 59.7 44 x 92 •••N•• Y. 6 Accordion Shutter FL 1850.3 100 100 44.6 59.7 34 x 45 •••N,• •.V..• 7 Accordion Shutter FL 1850.3 100 100 44.6 59.7 54 x 41 ••V•: :.Y.:. 8 Roll down shutter FL 12246.1 160 160 44.6 59.7 47 x 78 ...D4. • Y, 9 Roll down shutter FL 12246.1 160 160 44.6 59.7 67 x 108 •• • • N • :a.% 10 Roll down shutter FL 12246.1 160 160 44.6 59.7 67 x 108 • • •.•N ; ••)( • 11 Roll down shutter FL 12246.1 160 160 44.6 59.7 67 x 108 N • Y• • - 12 Door 16-1110.01 65 65 44.6 59.7 33 x 81.5 N Y 13 Accordion Shutter FL 1850.3 100 100 44.6 59.7 68 x 60 N Y 14 Accordion Shutter FL 1850.3 100 100 44.6 59.7 30 x 38 N Y 15 Accordion Shutter FL 1850.3 100 100 44.6 59.7 27 x 60 N Y 16 Accordion Shutter FL 1850.3 100 100 44.6 59.7 27 x 60 N Y 17 Accordion Shutter FL 1850.3 100 100 44.6 59.7 27 x 60 N Y 18 Hurricane Screen 15-0518.04 65 65 44.6 59.7 86 x 108 N Y 19 Roll down shutter FL 12246.1 160 160 44.6 59.7 44 x 54 N Y 20 Roll down shutter FL 12246.1 160 160 44.6 59.7 40 x 49 N Y Page 1 of 2 .• • • • , • •• • • Contact Info: Jeffrey Schwartz Qualifier 305-495-2300 / jschfp@comcast.net Date: 10/11/2017 Product Approval Schedule / Comparison Chart Permit No. Project Address: Douglas Barnes, 10108 NE 1st Avenue, Miami Shores, FL 33138-2309 305-934-7521 doublasbarnesl@gmail.com Folio: 11-3206-013-1560 Product Product Opening Opening Mullion Opening Description of Procuct Acceptance Approval Approval Rough Opening Shutter Impact Number Window, Door, Mullion Number Design Pressure Pressure Pressure Size Required Required Yes / No (+) PSF (-) PSF (+) PSF (-) PSF Yes / No 21 Roll Down Shutter FL 12246.1 160 160 44.6 59.7 44 x 54 N Y 22 Roll Down Shutter FL 12246.1 160 160 44.6 59.7 44 x 54 N Y 23 Roll Down Shutter FL 12246.1 160 160 44.6 59.7 44 x 54 _• N• :•••• 24 Roll Down Shutter _ FL 12246.1 160 160 `44.6 59.7 49 x 60 ••N • ••Y••• 25 Roll Down Shutter FL 12246.1 160 160 44.6 59.7 49 x 60 •••1J•• Y• •••• • •• • • • • • •• •• • • • •• • • . • • • • • •• • • • ••• • Page 2 of 2 JS Construction 2 LLC State Certifed Building Contractor CBC-1259567 18495 South Dixie Hwy. Suite 217, Miami, FL 33157 • • • • • • •• • • • TILLIT TESTING S ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. PRODUCT EVALUATION REPORT REPORT NO.: 15-0415.02 DATE: April 15, 2015 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB -CATEGORY: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System HV Blade 1 W/ or W/O HV Window Blade SUBMITTED BY: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida33407 tilteco@aol.com FL P.E. License No. 44167 FL E.R. License No. 0006719 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A:S.S.A.), based on Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 15-080, titled "BERTHA H.L.:ACCORDION SHUTTER SYSTEM",HV Blade #1 W/ or W/O HV Window Blade,•sheeta'i 'dale; ot,20, prepared by Tilteco, Inc.; signed and sealed by Walter A.T'ikit, St? P.4.; dated 4/1.13&I'741f,4 swing is an integral part of this Evaluation Report. l��11 ��. TWO . •• ••• ••• ••• �� t.r . • • �► • • • In • • • • •• •• • • • • • ttia • • • • • • • • . 5 Q.:� 6355 N.W. 36th Street, Suite 305, Miami, Slortda•33;6b - Pho3�ei.i 05)..6�- ("ax: (305) 871-1531 criNu Ike PRODUCT EVALUATION REPORT NO. 15-0415.02 2 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static Toads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01-03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report # 0317.02-06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. 11 CM-223, dated 03/04/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report # 11CM-233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker) for Keystone mountings. For HV Window Blade IA Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1710.5.3 Test reports prepared by American Testing Lab of South Florida, report # 0505.01-08 signed and sealed by William R. Mehner, P.E. , and Henry Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2614 the Florida Building Code, per ETC Laboratories report # ETC -07-1095-19015.1, dated 12/14107, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2614 of the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Tensile test as per QC metallurgical Report # 8GM-693, dated July 21, 2008 signed and sealed by Frank E. Grate P.E. as per ASTM E 8. Qualification for Sabic Innovative Plassit,Pairlrt orette with [esin 103, equivalent as per letter issued by Sabic, dated 7/17/0$, a J 1rmet to:itastpm Metal Supply Inc. to approved # 9034 sheet grade with Mini' IJatid' Mt* Apf rvvvI addressing the burning characteristics, weathering and structural (mechanical) properti1 �II.CIT ••••� • •..•. ..•. •...li Ji� • .•.' « esls1SL ... . . . ..� f w O� .: a PRODUCT EVALUATION REPORT NO. 15-0415.02 3 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, inc., July 31, 2006, May 23, 2008, July 1, 2011, October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A. Tilsit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of The Florida Building Code, as per ASTM E 1886 and ASTM E 1996, as well as Protocol TAS 201 ( for Blade 1 and HV blade 1 qualified thru HV3 Blade, Weaker Blade For Keystone Mounting)And per ASTM E 1886 and E 1996 (for Blade 1A). 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing No. 15-080 at detail "M" on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of 20 of Product Evaluation Document (P.E.D.) , Drawing No. 15-080. Maximum shutter Span and anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of drawing No. 15-080. 5. INSTALLATION: For HV Blade 1 Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 15-080. Minimum separation to glass shall be as indicated on sheets 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.15-080. Requirements for use of locks and/or locking rods shall be as indicated on Notes 5of 20 and note 10 on sheet 1 of 20 of Product Evaluation Document (P.E.D.), drawing No.15-080. The HV Blade Working in unison with Hv Blade 1A, shall be performed strictly in accordance with limitations included on sheet 19 of drawing No. 15-080. Minimum separation to glass shall be as indicated on sheet 19 of drawing No. 15-080 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document (P.E.D.), drawing No. 15-080. Anchor specifications for eV B4 dg a 141I:be as•indicated on sheets 13, 15, and 20 of 20 of Product Evaluation DbctlfiQnt(l:'.-5,),,,4Fs PyC;.9 No. 15-080 •... •.. •. . •. . • .. . ••. .• ... •. . ... • . • . •. • . . • • . . . • • .... .... . J: 4W \*. * ,ifiCE (t :.: �. �a••.;rcoo ...;v_........- tt ....FSONPL 0' PRODUCT EVALUATION REPORT NO. 15-0415.02 4 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13 Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D.), drawing No. 15-080 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood frarnestructures, and Metal stud walls. 7.4 Limitations of use Blade HV1 USED in unison with blade HV1A shall be as per sheet 19 of 20 of drawing No. 15-080. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). it'r,KTiu Ni lrs-4,4. �T�+ OF i? \• FLOB\ . 'SS!ONfkk- ••••••• . . . .. • • . .. . • SS•••••••••• • 1•S •l• ••• • ... • • . . .. . • . . • 11 • • • .. 1•.. ••S • ••• • • •. 1 • • • • • • . • .•.. IS•l•• •. .. .. • • • • • • • • • • ... • MI AMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA} AWP Windows and Doors, LLC 8130 NW 74' Ave Medley, FL 33166 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 AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1800"Aluminum Outswing French Doors w/ wo Sidelites-LMI APPROVAL DOCUMENT: Drawing No. WO1-64 Rev K, titled "Series" 1800" Alum Outswing Doo w/ sidelite (LMI)", sheets 1 through 15 of 15 (inclusive sheets 1.1, 2.1, 4.1 and 10.1), dated MAY 06, 2016, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Applicable Egress door sizes per table sheets 4 & 41 must comply with min clear door height=80" and clear door width=32". The Door Height=frame height-2.5" and Door width=frame width-3.5"or 2.5"(S) or -3.75 or 2"(D). 2. Applicable anchor at sill is 'A" Ultracon w/ I-3/4" into concrete. 3. SHW is integral part of single door application, door not to exceed 39-1/2W x 84"H and Max DP=+/-65 PSF LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 b•eprovkj d to Oil used? the manufacturer or its distributors and shall be available for inspection at the job site at ther4ugst:oftl B>1fldOngl,Obial. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidad e.2ov/economy This NOA renews NOA #15-0615.01 and consists cif thi s pag; 1 and evidence pales E-1 & E-2, as well as approval document mentioned above. • •• •• ••••. . . The submitted documentation was reviewed by Ldtaq I:Ch*andi. P.F. • ; • ... . • MIAMFDADE COUNTY APPROVED NOA No. 16-1110.01 Expiration Date: January 03, 2022 "Approval Date: December 22, 2016 • • • . • . . • • • • .. .. . • . .. .. 0041 . • . ... • • ... . • . • 000 • . . . . • • • • ••• • ••Page 1 AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections( See files below) 2. Drawing No. W01-64 Rev K, titled "Series" 1800" Alum Outswing Doo w/ sidelite (LMI)", sheets 1 through 15 of 15 (inclusive sheets 1.1, 2.1, 4.1 and 10.1), dated MAY 06, 2016, prepared by AL- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #15-0615.01/#11-1209.07/ # 10-0930.07/09-0316.05) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of an OXO aluminum Outswing door, prepared by Fenestration Testing Lab., Test Report No. FTL-5701, dated 11/13/08, signed and sealed by Carlos S. Roinda, P. E. Along with marked -up drawings and installation diagram of Single Outswing door w/ SHW, prepared by Fenestration Testing Lab., Test Report No. FTL-5675, dated 09/11/08, signed and sealed by Carlos S. Roinda, P. E 2. Additional Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of an aluminum outswing Door w/ 3-point lock, prepared by Fenestration Testing Lab., Inc., Test Report No. FTL-3389, dtd 6 /25/02, signed and sealed by Edmundo Largaespada, P.E. (Submitted under#06-1229.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of double Outswing aluminum French Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2682, dtd 7/12/01, signed and sealed by Luis Figueredo, P.E.(Submitted under NOA #03-0805.07 Yale Ogron Mfg. Co.). C. CALCULATIONS (Submitted under files #15-0615.01) 1. Anchor verification calculations and structural analysis, complying with FBC 2014(5th Edition), prepared by Al Farooq Corporation, dated 06/03/15, 03/30/16 and last revised on MAY 06, 2016, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300,0�.. A4 & -09. . . .. D. QUALITY ASSURANCE 1. Miami Dade Department of Regutztormid aorromic kesaurces (RER). t SIA� , h q L Ch da, P.E. . ... ... ... . ... : Product Control Examiner • • • • • . .. .. .. . . .. NOA No. 16-1110.01 °Expiration Date: January 30, 2022 Approval Date: December 22, 2016 ...E.1 . . . ... . . • . . . • . • • • • . • . . • • . . • ..• .. • • • .. .. ... • • .... • • AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-1105.10 issued to SAF-GLAS, LLC for their "SAF-GLAS Polycarbonate Glass Interlayer", expiring on 12/16/17 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS (All items except #1, submitted under files #15-0615.01) 1. Statement letter dated 11/15/16 issued by AWP, LLC requesting Renewal with no change, signed by Gerardo Beros, Director of Engineering. 2. Statement letter of conformance to FBC 2014(5th Edition) and "No Financial interest", prepared by Al-Farooq Corporation, dated 07/28/15, signed and sealed by Javad Ahmad, P.E. 3. Statement letter of compliance, as part of the above referenced test reports. 4. Sales agreement between AWP, LLC (Acquiror) and Arch Aluminum & Glass Enterprise, a Delaware Corp (Asset Seller) dated MAR 20, 2014, signed by Paul Schmitz, President and Tim Morris Jr., President, respectively. 5. Statement letter dated April 20, 2015, issued by Trulite Window & Door Solution, LLC, stating Trulite has legally sold to AWP Windows and Doors, LLC, all the NOA(s) per schedule A and gave -up all rights to NOA(s) and request to rescind all NOA(s) under Trulite, signed by Kevin Barret, CFO (Trulite). 6. Statement letter dated July 15, 2014 requesting name change from Trulite windows and doors solution, LLC to AWP windows and Doors, LLC, signed by Gerardo Beros, Director of Engineering (AWP). 7' Asset purchase agreement dated 11/01/06 among AWP, LLC (Buyer) and Yale Ogron Windows & Door Inc. (seller), signed by Leon J. Silverstein and Manny Valladares, respectively (submitted under #12-0118.32/ #11-0222.02). G. OTHER 1. This NOA renews NOA #15-0615.01, expiring on Jan 30, 2022. 2. Test proposal #14-0778-R dated 10/28/15, dated 06-14-00, 09-20-01 and 11-06-07, approved by BCCO. 3. Previous associated files are #15-0615.01(Trulite windows and doors solution, LLC), #11- 1209.07 (Trulite windows and doors solution, LLC) # 10-0930.07/#09-0316.05, #03-0805.07 (Yale Ogron Mfg. Co) • .. ... . . . . . .. . • • .. ... .. . . . .. • ... • •• • • • • • • • •.• • . ..• • ... !shag I. Chanda, P.E. • • • • •• Product Control Examiner • • • • . . •.. NOA No. 16-1110.01 • expiration Date: January 30, 2022 Approval Date: December 22, 2016 •.E.2 • . . .•. • • • . • . • . . • • • • 000 • . • • • . • • • • • A • • • • • . • • • .. 00 000 • • • ... • • • • • •• •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • rn 37 1/2" MAX. DOOR FRAME WIDTH 6 3/4" MAX. HEAD/SILL CORNERS OM WIMP D00R FRAME HEIGHT 93 1/4" MAX. I 11 / II / I I I' woo \ 11 II \ 11 11 11 0 ,_ 1 H__ 'I \ J1, M1 I\_ _ H \ n Q\ II \ 11 ACTIVE I • • ••♦♦♦ • •••• • {D00p/SIOELITESSAlit 7ED FOR EA@Ci• SMALL MISSILE IMPACT. • • i i)TIIVERS ARE NOT RE IRED. • —•-i • • • • • • fg4111IgS 1800 OUTSWW &QQR W/ SIDELITES • (1PPROVAL APPLTEE•TQ SRJGLE (X)•AND pgUBLE (XX) LEAF DOORS • WITH OR WITHOUT SIDELITES. • • • • 1,119184 SITES CAN BE ON SNE OR 5011i SIDES OF DOOR. SEE SHEETS 4•1 A.T ¶QR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TEST TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONOMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. 000RS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 23 7/6" MAX. D.L. OPC. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR CONCEALED FLUSH BOLTS SEE SHEET 5 FOR DESCRIPTION LOCK OPTIONS #1 OR #2 (OPTION p1 SHOWN) SEE SHEET 5 FOR DESCRIPTION En co 71 3/4" MAX 6 3/4" MAX. HEAD/SILL CORNERS DOOR FRAME WIDTH 3" 12" 3" n � LEAF HEIGHT 83" MAX. O.L. OPC. Cr) I I I 1I - / 1 \ ` Q � / / / / / / v \ 1 \ II X Ii!\ II \ II / 11 / - F'-7- II I�JI / 2 J II / it - \ / @ / \ \ \ \ \ \ 6 \ O \ ® Q I ll I ACTIVE 1 INACTIVE 1 Aii, SURFACE APPLIED FALSE MUNTINS MAY BE USED LOCK OPTIONS /1 OR /2 (OPTION #1 SHOWN) SEE SHEET 5 FOR DESCRIPTION i 23 7/8" MAX. im-- 12 D.L OPG. 34" MAX. 3" LEAF WIDTH TYPICAL ELEVATION ( XX ) DUAL LEAF DOOR DOOR OPTIONS LAMINATED GLASS TYPES 'A'. 'II' & 'D' SEE SHEET 4 FOR DESIGN PRESSURE RATING GLASS D.L.O. DIMS. D.LO. HEIGHT (DOOR & SIDEUTE) = FRAME HEIGHT - 13" D.L.O. WIDTH (X 000RS & 0 PANELS) = FRAME WIDTH - 13.625" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 24")/2 £RODUC E REVISED IN oonpylat with tke IlorNa Aeeap.IwC. Na 15-06 !Co! Eaerada o Dale ?Aa30t 2011 tAredac7 CaphW PRODUC3 AENEWt0 as ea•pyiag with the Markle Raiding Code Acceptaoee No 6-1 / JO. O 1 Eepaatioa Date .Tl j 7•22 py It Muni Mat• COMP-ANC\WO1 -64W7FD 5 B 3 drawing no. W01-64 sheet 1 of 15 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • ••e• • • •••• • • • • • • • • • 6 3/4° MAX. HEAD/SILL CORNERS 000R FRAME HEIGHT 93 1/4" MAX. LEAF HEIGHT 82 3/4" MAX. D.L. OPG. I I _I QI 1 -�T r \ '1.1I, O II / _ / 1 I1 II II I 1 \\ I / ACTIVE LOCK OPTIONS 01 0R #2 (OPTION #2 SHOWN) SEE SHEET 5 FOR DESCRIPTION 24 3/4" MAX. D.L. OPG. a i. 36" MAX. LEAF WIDTH TYPICAL ELEVATION (x) SINGLE LEAF DOOR 6 3/4" MAX. HEAD/SILL CORNERS 74" MAX DOOR FRAME WIDTH 3" 12" r- L_ 000R FRAME HEIGHT 93 1/4" MAX. LEAF HEIGHT 82 3/4" MAX. ---- D.L. OPG, 1 L I. CI)! \ / / / E —1 ,. \ \ \ \ \ B \ / \ \ = / / 11 II I ii\ II \ iV I / / }I/ A 1 I / ACTIVE '1 INACTIVE DOOR OPTIONS INSUL. LAM. GLASS TYPE `E' SEE SHEET 4.1 FOR DESIGN PRESSURE RATING GLASS D.L.0 DIMS D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT — 13` D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH — 13.750" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH — 24-50')/2 36" MAX. LEAF WIDTH TYPICAL ELEVATION ( xx ) DUAL LEAF DOOR PRODUCT !tENLW4D as complyi•f with Die PINUP 9niding Code Axo_ F.xpipirmratioo Dao rn DY I1I.uq5\•ll.• Miami Ddc{Pred•M SURFACE APPLIED FALSE MUNTINS MAY BE USED LOCK OPTIONS I'1 0R #2 (OPTION /2 SHOWN) SEE SHEET 5 FOR DESCRIPTION PRODUC f REVISED so comply/of will. Dm P'°oriM. Woking Code Aeeeplaoce No 1 S'06/s n / Ekpiratlao Dote // 2a fll'f moo Net. frederaCw‘mi i 01 -J 0) Crd O0 T 0 0w Q ¢(O M o 3z� a a J e, 5 5 0 c drawing no. WO1-64 sheet 1.1 of 15 • • • ►• • ►• •• 6 3/4" MAX. HEAD/SILL CORNERS 144" MAX. 12' MAX. HEAD/SILL 3" FRAME WIDTH 12' r- 3' I I I I 1 1 it /I1\ l 1 1 I —J 1 I/ D.L. OPG. TJ! ••! { 1 u • / \ I - / \_L__ \,, _ --I -- _ / li \ It \ II / \ Q O I / !I \ _ y_/ ____H_.-_- II \ / • \ / II II • • '•• • •• \ J tl __ ___31___ •• • • • \ \ r i • • (�` • • /\ II-3 I \ / II ••�•• \T'J \ �I /\ 11 • I• • INACITNE 1 III •L tACTiVE II 1i.�/I I I 1 • i•••• b • • • • • • • • • 11,•••• • • • ►•••• • • • • • • • • •••• • • • • • • • • •• • • • • • • • NOTE: TYPICAL ELEVATION ( OXXO ) WITH PANEL SIDELITES LOCK OPTIONS 11 OR #2 (OPTION #1 SHOWN) SEE SHEET 5 FOR DESCRIPTION THE FRAME AREA OF ALTERNATE SIZE UNIT MUST NOT EXCEED TESTED FRAME AREA = 95.75 SO. FT. SURFACE APPLIED FALSE MUNTINS MAY BE USED 1.1 108" MAX. 3" K FRAME WIDTH 12" 3" 3" 12" 3" FRAME HEIGHT 92 3/4" MAX, D.L. OPG. t_ I N .// O I-- i- \ /,/ / \ /- \ \ 1 / li / ii_ / i-r 2 /IIO / II n //' II II -H--- \ fl i,! \ \ / T \`1,/ tp' `• b \ \ \ II _ LI_- \Ia k \ ===r=-\ �i� II I / It / -__H_`- II Ii}/ / I / „ \ / I L 1 ACTIVE 1 I N t I INAcTNE 1 t 16' D.L. DOORS WITH SIDELITES OPTIONS LAMINATED GLASS TYPES A. 'B' & 'D' SEE SHEET 4 FOR DESIGN PRESSURE RATING I I 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH I I TYPICAL El EVATION ( OXXO ) WITH DIRECT SET SIDELITES ?RODUC P REVISED u eosP191 6 wits tie Florid* bustling Cede Epi. of !/ � EaFbdinu 0.1t 1 aw M4 •t' pd} Prsi+'etCmhd 3" MAX. HEAD/SILL CORNERS COMP-ANL\W01-64AW I 5 drawing no. WO1-64 sheet 2 of 15) I I I I I I I I n 3 m w MAX. � <� OPG. LOCK OPTIONS #1 OR p2 (OPTION /2 SHOWN) SEE SHEET 5 FOR DESCRIPTION PRODUC maw �"I•••tlMft 4 lri tiom Na i�� F�iwnttw p• 2 By NOTE: VIEW Rif , THE FRAME AREA OF ALTERNATE SIZE UNIT MUST NOT EXCEED TESTED FRAME AREA = 71.81 SO. FT. 6 3/4" MAX. HEAD/SILL CORNERS • •II•. • •... • • 146 1/4" MAX 12" MAX. HEAD/SILL 3" FRAME WIDTH 12' 3" 12" La —. • • t II It 1 1 1 1 I 11 1 i O m •• o 'i • O \ / / \ \ / / / / / O / � n Jo /i m \ \ \. I/ i yY11111 . \ I \ \ II I! \-ll-- NIT-- 1V 11 \ \ ===IIc==1 \ 1v I II / II 1 ___II ' II/ II , ,. / it II n II -Il_ --=TI--'- II ,I ====:, it ii II II II ____H____ I I II • 1 1 1 1•I•+ ••. • IACTNE 1 I^/1 ��T ` IN'�1�6E 1 1 1 1 I • • • • • • • ••?4•1 D.L. OPG. •..4•W . i.EAF WITH • ••.• • • • • • • •L4 3 4' MAX OPG. • • • .3� MAX. • • •iipFWIDTH • 3' 12" LOCK OPTIONS d1 OR #2 (OPTION #2 SHOWN) SEE SHEET 5 FOR DESCRIPTION TYPICAL ELEVATION • • • • • • •• ( OXXO ) • • • • • • DOORS WITH PANEL SIDELITES • • 146 1/4" MAX. FRAME WIDTH 12" 3" 3" 12" 3" 1 I 11 i t 1 I 1 Ix�1 I 1 O.L. OPG. I I e82 3/4" MAX. D.L. OPG. __.. \\\\� / ' \ \ \ II n \ yi II n u n r N I I f MD II\ II \ n Z II i' 11 n n — i '/' . / \ ® 1/' iv \. / _ H / II O O II / II II it / / J IS II II I II ;I I \ I: / II JI 1 I II I LAC 1 1 N' I I INAlnVE I I SURFACE APPUED FALSE MUNTINS MAY BE USED NOTE: THE FRAME AREA OF ALTERNATE SIZE UNIT MUST NOT EXCEED TESTED FRAME AREA = 97.24 SQ. FT. DOORS WITH SIDELITES OPTIONS INSUL. LAM. GLASS TYPE 'E' SEE SHEET 4.1 FOR DESIGN PRESSURE RATING 36" MAX. LEAF WIDTH LOCK OPTIONS #1 OR #2 (OPTION #1 SHOWN) SEE SHEET 5 FOR DESCRIPTION TYPICAL ELEVATION ( OXXO ) DOORS WITH DIRECT SET SIDELITES HEAD/SILL CORNERS PRODDC f REVISED e s cseeplying wide tie Fbcid► Ile ti.K Code AcreWntue Na ir-6i1545l E.piraWies Date /API1� McA• r'Pr, Endre*Co Ioo PRODUCT RGNSSetit ss es Coi'M4 SteItOldPIeA.r de Aceepeseee Ne lllb • Etpimm. *eft// gz PP�sc. 6 ATE OF lS/oNAt.l� U 0. a 0 R W/ SIDELETES 1800 ALUM OUTSW •-1 drawing no. WO1-64, (sheet 2.1ot 15 SIUCONE GE 2800 • • • • • • • • • • • • • • • • • • • 1/8" ANN. GLASS .090" Interlayer Saflex Clear And Color Gloss 092' ALUM PANEL By 'Eastman Chemical Co.' \5/8" THK. PLYWOOD r.092 1/8" ANN. GLASS • • S.H. WINDOW • z LOCK OPTIONS #1 OR #2 (OPTION #1 SHOWN) SEE SHEET 5 FOR DESCRIPTION " ALUM PANE L EL GE 2800 • •• 5. • • • "" • • 'N #10 X 1" PH SMS AT 6" FROM ENDS ANO 18" 0.C. MAX. • • • • • DOOR PARTIAL ALUM CLAD PANEL • •• •• • GLAZJ :OXTAILS • • • • • • • • • • • • • • I • • • • • • • ••••• •••• • • • • • • • • •• • • • • • • 6 3/4' MAX. HEAD/SILL CORNERS 39 1/2' MAX. DOOR FRAME WIDTH Al 36 5/8' MAX. LEAF WIDTH 13 3/4" MAX. rHEAD/SILL \ \ 1 13 fr C1 13 \ /r / PARTIAL ALUM CLA9 PLYWOOD PANEL 27-1/2 'WIDTH MAX. 33—//r HEIGHT MAX. NEW TYPICAL ELEVATION (x) FOR DESIGN LOAD CAPACITY SEE SHEET 4 x 0 6' MAX HEAD/SILL CORNERS NOTE: AWP SINGLE HUNG WINDOW IS INTEGRAL PART OF THIS DOOR. PROOUC1 agrinv b •' eowayiee .it• tre PI4Vib Ridding Cade Aaceptanks No l " n ExpiratioI k �w SINGLE LEAF DOOR WITH AWP SERIES 2500 SINGLE HUNG WDW, INSERT WINDOW INSERT OPTION PRODUC f REVISED M to nplyiaa with the Floridakwdi a Code Acceptance No --al Emirate. Date 1_1I�nlr-I ali7at` Doh rovilmtCoismi\. z 0 O (i.u.i.) n n� a?? UPDATED FOR 2010 Fec 20 trj 5 8 0 drawing no. WO 1-64 (sheet 3 of 1 ) • SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF DOOR DOOR GLASS TYPES FRAME WIDTH FRAME HEIGHT 'A', B' 08 0. (INCHES) (INCHES) Exr.(+) INT.(-) 31 1/2 65.0 65.0 37 1/2 79 3/4 65.0 65.0 31 1/2 65.0 65.0 83 3/4 37 1/2 65.0 65.0 31 1/2 65.0 65.0 37 1/2 95 3/4 65.0 65.0 37-1/2' MAX. DOOR FRAME WIOTH 0 6 • \ \ ( x ) DOUBLE LEAF OM DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF DOOR DOOR GLASS TYPES FRAME WIDTH FRAME HEIGHT 'A', B' 0R 'D' (INCHES) (INCHES) EXT,(+) INT.(-) 60 65.0 65.0 79 3/4 71 3/4 65.0 65.0 60 65.0 65.0 71 3/4 83 3/4 55.0 65.0 60 65.0 65.0 95 3/4 71 3/4 65.0 65.0 • • • •• • • ; • • • • • • • • • •• • • • • • • • • • • • • •• • . • • • • • • • • • • • • • / • • • • • I • • • • • • et 41 • ce • •I• • • 71-3/4" MAX. • DOOR FRAME WIDTH • • •• i giiLE LEAF (X) D00E5•WI711 S.R. INSERT 1 DESIGN•Lett CITY - PSF • DOOR DOOR 5/8. PLYWOOD FRAME WIDTH FRAME HEIGHT .092" ALUM PANEL (INCHES) (INCHES) ESL(+) INT.(-) 31 1/2 65.0 65.0 39 1/2 83 3/4 65.0 65.0 LOWER DESIGN PRESSURE FROM THE SINGLE DOOR OR AWP SINGLE HUNG WINDOW SHALL CONTROL THE ENTIRE UNIT. (Xx) 39-1 /2' MAX. DOOR ' FRAME WIDTH 4.Q\ STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF DOOR DOOR PANEL DIRECT SET GLASS TYPES FRAME HEIGHT FRAME WIDTH SIDELITE WIDTH SIDELITE WIOTH 'A', 'B' OR IF (INCHES) (INCHES) (INCHES) (INCHES) EXT. (+) INT. (-) 30 18 65.0 65.0 31 1/2 (X) 60 (xx) 36 18 65.0 65.0 42 18 55.7 55.7 79 3/4 37 i/2 (X) 30 18 65.0 65.0 65.0 65.0 71 3/4 (XX) 36 18 42 18 55.7 55.7 31 1/2 (X) 30 18 65.0 65.0 83 3/4 60 (xx) 36 18 65.0 65.0 37 1/2 (X) 30 18 65.0 65.0 71 3/4 (XX) 36 18 65.0 65.0 31 1/2 (X) 30 18 65.0 65.0 95 3/4 60 (XX) 36 18 65,0 65.0 37 1/2 (X) 30 18 65.0 65.0 71 3/4 (0<0) 36 18 65.0 65.0 AUTHORITY HAVING JURISDICTION TO VERIFY EGRESS REQUIREMENTS. GLAZING OPTIONS: LAMINATED GLASS TYPES 'A', 'B' & 'D' ACTIVE DIRECT SET SIDELITE WIDTH F" DOOR FRAME WIDTH EXTERIOR (X) OR (xx) SIDELITE WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 000H FRAME SIDELITE WIDTH WIDTH [ 000R/SIDEUTE FRAME HEIGHT / / / / \ \ \ • ( X0 ) ( OX ) DOOR FRAME WIDTH - A / / / \ \ \ w c i \ \ \ \ / / / / U v ACTNE f ) ■ M . DOOR FRAME WIDT 37-1/2' PANEL SIDELITE WIOTH EXTERIOR (x) ( OXX ) ( 10(0 ) ACTIVE PANEL SIDEUTE WIDTH EXTERIOR INACTIVE ir MAX. DOOR E WIDTH -3/ (xx), PRODUCT .ENeii to ...Wog +Alb *end* Rotate Code • Aceeptoace Nl EcpinBw Dy 42' MAX. SIDELITE WIOTH SIDELITE DOOR FRAME WIDTH WIDTH (0 ) SIDELITE WIDTH • FRAME WIDTH SIDELITE 000R/SIDELITE FRAME HEIGHT / / / �'�; \ \ \ \ \ \ \ \ \\ / / / / / v FRAME WIDTH ( OXXO ) PRUDUC f REVISED es eozepheed whit the Florida wr.alesCode Ac*h p.eeNa I-O61F01 Eyan•ter Ate Astir eedtnO.Ce•itcl - V, I111//7j/, ' PAP . AM! S.' W]GEN4:'' ATE OF• ' 4, s'•., OT210P.•'�� S 0N-A- .00‘' A 0 J S 1 S (305) 883-1309 REV. a v 03 drawing no. WO1-64 sheet 4 of 15j SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF DOOR DOOR GLASS TYPE FRAME WIDTH FRAME HEIGHT E' (INCHES) (INCHES) EXT.(+) INT.(-) 31 1/2 79 65.0 65.0 38 1/2 3/4 65.0 65.0 31 1/2 65.0 65.0 38 1/2 83 3/4 65.0 65.0 31 1/2 65.0 65.0 95 3/4 38 1/2 65.0 65.0 38-1/2` MAX. DOOR FRAME WIDTH ( X ) DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF DOOR 000R GLASS TYPE FRAME WIDTH FRAME HEIGHT 'E. (INCHES) (INCHES) EXL(+) INT.(-) 60 65.0 65.0 74 79 3/4 65.0 65.0 60 65.0 65.0 83 3/4 74 65.0 65.0 60 65.0 65.0 95 3/4 74 65.0 65.0 •• • • • • •• • • • • • • • • • • •• • • • • • • 1 • • • • • • • •a N • • • • • • • • • • 74" MAX. • DOOR FRAME WIDTH 6••• W i a •• • • / • \ • / / \ \ \ \ / \ / \ / •• • / • V 1 • • • •• •• • •• ( XX ) 1 • • • 1•••• • • • • • STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF DOOR DOOR PANEL DIRECT SET GLASS TYPE FRAME HEIGHT FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH •E• (INCHES) (INCHES) (INCHES) (INCHES) EXT. (+) INT. (-) 30 36 65.0 65.0 31 1/2 (9) 36 36 65.0 65.0 60 (XX) 42 36 55.7 55.7 79 3/4 30 36 65.0 65.0 38 1/2 (x) 74 (XX) 36 36 65.0 65.0 42 36 55.7 55.7 31 1/2 (X) 30 36 65.0 65.0 60 (XX) 36 36 65.0 65.0 83 3/4 38 1/2 (X) 30 36 65.0 65.0 74 (XX) 36 36 65.0 65.0 31 1/2 (X) 30 36 65.0 65.0 60 (XX) 36 36 65.0 65.0 95 3/4 38 1/2 (X) 30 36 65.0 65.0 74 (XX) 36 36 65.0 65.0 AUTHORITY HAVING JURISDICTION TO VERIFY EGRESS REQUIREMENTS. GLAZING OPTIONS: INSUL. LAMINATED GLASS TYPE 'E' DIRECT SET SIDELITE WIDTH DOOR FRAME WIDTH . EXTERIOR (%) OR (XX) PANEL SIDELITE WIDTH EXTERIOR SIOELRE WIDTH DOOR FRAME SIDELITE WIDTH WIDTH ( x0 ) ( OX ) 000R FRAME WIDTH DOOR/SIDEUTE FRAME HEIGHT ^ \ / \ / \ / \ ii / ., , \ /i \ / \ / \ / \ / \/ MAX. DOOR FRAME WIDTH - 74" (XX) ( 0XX ) ( XXO ) 5 mouucl a0NBNN to eeoplyhq with **Nab 5 [biding Cede Areephm aN. - • •O/ 6spintiw Bah n I. C.(- m B N mum TIdRt 41 I x 0 x 0 SIDEUTE FRAME HEIGHT 42" MAX. SIDELITE WIDTH ( 0 ) SIDELITE DOOR FRAME SIDELITE WIDTH WIDTH WIDTH . ; // / / // , \ ., \ \ \ j. FRAME WIDTH ( OXO ) SIDELITE WIDTH DOOR FRAME WIDTH DOOR/SIDEUTE FRAME HEIGHT fig\ / \ / \ / \ \ / \ / \ / \ / \ v / FRAME WIDTH MOM:: T BE VIgtB e.wPisieg C.ieg with the FbAA4. EvIntefea Dot- Acceptance Na 606/S D/ -h'A�Ar etcdbN01 ( OXXO ) NG 000R W/ SIDEUTES SERIES 1800 ALUM 0 0 00 N 0 0 43 0 0 drawing no. WO1-64 (sheet 4.1 of 15 ) • • •• • • •lt • • to• • • • ••• LAMINATED GLASS SILICONE TYPES A, B & D GE 2800\ [(SEE DETAIL BELOW) z 6 SPACER GLAZING DETAIL AT DIRECT SET SIDELITE 1/8" H!Alo �TREN'O (`,LASS • • ••• • •• • • • �0�90" InterlWer • • 1 Bj�fle Ir ecnhd Color Glass \ • as marl Chemical�o.' • • • • /8" • HEAT STREN'0 GLASS • •• •• • • • SIUCONE GE 2800 • • • • • • • z m • • • • DURASEAL SPACER BY 'OUANEX' INSUL LAM. GLASS TYPE E (SEE DETAIL BELOW) SILICONE DOW CORNING 899 GE 2800 GLAZING DETAIL AT DIRECT SET SIDELITE 1/8" HEAT STREW()GLASS .015" URETHANE ADHESIVE .070" fnterlayer SAF—GLAS Polycarbonate By 'SAF—GLAS, LLC.' .015" URETHANE ADHESIVE 1/8" HEAT STREN'D GLASS • •* *•• • 10 X 3/4 KPH SMS, T 5" FROM ENDS .AND 12-1/2" 0.C. TYPICAL GLASS TYPE 'A' SILICONE GE 2800 GLASS TYPE 'B' 3/16" HEAT STREN'O GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 3/16" HEAT STREN'C GLASS GLASS TYPE 'D' DOOR/PANEL/SIDELITE GLAZING OPTIONS SILICONE GE 2800 HINGES: EXTRUDED 1/8" THK AND 7-1/2" LONG TWO—PART ALUMINUM BUTT HINGE (PART No. YH-650), THREE PER LEAF, 11-1/2" FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER LINE AND ONE AT MIDSPAN. LOCK OPTIONS: OPTION /1 ACTIVE LEAF' STANDARD LOCK SET AND CYLINDER DEAD BOLT LATCH (FOR PRE —FABRICATED LOCK STILE PART No. YE-802. WITH 2-1/8" BORE AND 2-3/8" BACKSET TO FIT STANDARD LOCK SET), KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEAF . ACTIVE/INACTIVE LEAF. MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE—CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2" FROM TOP & BOTTOM OF ACTIVE Sc INACTIVE LEAFS. OPTION #2 ACTIVE LEAF - MANUFACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SET AT ACTIVE LEAF (FOR PRE —FABRICATED LOCK STILE PART No. YE-837) WITH THROW BOLTS CONNECTED TO MORTISE LOCK SET, ENGAGING INTO FRAME HEAD AND SILL AND KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR INACTIVE LEAF' MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE—CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2" FROM TOP & BOTTOM OF INACTIVE LEAF. NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. M 4A.A. eJlhHWIO os complying' Bh Oe Fledge 3/16" TEMP. GLASS «ham • e I`PRODUC f REVISED 5/16" AIR SPACE E:ekadn• Dote £EY as corep(ylag with the florid,/ heo2 Code AtegtaonnliNo / 'E pkatlee Dee 7 1/8" ANN. GLASS 090" Interlayer -Saflex Clear And Color Glass By 'Eastman Chemical Co.' By l N eal 1/8" ANN. GLASS SILICONE DOW CORNING 899 GE 2800 #10 X 1" FH SMS AT 4" FROM ENDS AND 10" O.C. 41 TYPICAL DURASEAL SPACER BY 'OUANEX' GLASS TYPE 'E' 13/16' OVERALL INSUL LAM. GLASS iinueDedl ccaw,d GLAZING ADAPTER OPTIONS c Fn AI UPDATED FOR 2014 FBC I NSUL. GLASS OPTION ADDEO REV. PER PER COMMENTS o1.7 oc) " 1 1 drawing no. W01-64 sheet 5 of 15j 3/4" MIN. THROW BOLT PENETRATION L = • • • •m •• e• • • • • • e•4 •• 'EDGE•DIST, TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING CONSOEVE' a • •• •110 X 3/4' PH. SMS. • AT 4-3/4' FROM ENDS AND • , •4i O.C. MAX, TYPICAL 'CONCRETE -o . TYPICAL ANCHORS EDGE DIST. V SEE ELEVATIONS FOR SPACING OUTSWING OPERATING UNITS ALTERNATE EDGE DIST. PROPERLY SECURED 18Y WOOD BUCK • COVRTTE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING CbNCRETE' TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE METAL STRUCTURE (SEE SPEC) CONCf�ETF.. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING A'-.,•uC1 rtE'N6Wlb a..r.mplylrq with tit nadir Rotel.% Came Aeceprun Ne/L^il 1O • ExpinMae Det._LAW2,2, Missal BMW'lf� WOOD BUCKS AND METAL STRUCTURE NOT BY AWP MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING i/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONCRETE (JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DAOE COUNTY APPROVED MULLIONS (HEAD/JAMBS) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) INTO METAL STRUCTURES (HEAD/JAMBS) STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f•m — 2000 PSI MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. PRODUC r REVISED imwmWC with theFlorida Weaede Aaeptasee Nit /f-06h./ Srmtre•r ate _ i(dl(redecf Cashel FAX (305) 853-1309 v n m �H- 4 0« 2 c o = _ - x 8 drawing no. WO1-64 sheet 6 of 15 1/4 MAX. SHIM METAL STRUCTURE (SEE SPEC SHEET 6) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. 1/4" MAX. SHIM SHIM TYPICAL ANCHOR] • SEE ELEV.- • • FOR SPACING • '•• • • •e..a• ". • o • CONCR • •I • OR MASONRY .••., • a •• • • • • • • • • • •e•••• ACTIVE D.L OPG. EXTERIOR LEAF WIDTH DOOR FRAME WIDTH • • • • •••• • • •••• • • • ACTIVE LOCK OPTION 1 OR I LOCK OPTION 2 (SEE SHEET 5) ti • ♦ • • •• •• • • •••• • • •••� • •• • • • • • OUTSWING OPERATING UNITS L� ACTIVE /10 X 3/4" PH. SMS. AT 4-3/4" FROM END AND 14" O.C. MAX. TYPICAL i 2 LOCK OPTION 1 OR ©LOCK OPTION 2 (SEE SHEET 5) DOOR FRAME WIDTH ALTERNATE LOCK OPTION 2 (SEE SHEET 5) 3 POINT LOCK ON ACTIVE LEAF OPTION PROPERLY SECURED . 1BY W000 BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM INACTIVE L 2BY WOOD UCK OR O00 UCTURE EXTERIOR INACTIVE EXTERIOR PRODUCE REVISED .. e.wPlily MO. tic Florida bugling Code Amp..¢e No /C-06/f0/ Emirs** nett //lbil7 ee 1.' L PM.c* Cs of r VTYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT aaui6swpt as complying milli He PIor1•r •aidhq Code Aetept..ee N. /6—///0•4/ Expiration Dale !/'17 Dr lip. 1 . Mind DodeReagq �i. iY STATE OF • (( h b Qf • • rg,d d 6 ir0t: O l'n ,0 tquil °'&oa mow° Zo7_ o CID 8 CD 0 Q 0 (i cc 0 0 0 0 w Q ¢_RD N i-M Z 4 3z� h 0- ro o co FAX (305) 883-1309 5 o`_ REV. PER RER COMMENTS v va 5 2- drawing no. W01-64 (sheet 7 of 15 • •• ••••• • • • • •1 •••• • • •• • EOGE DIST. d 0 I• • • k•••11 W I I CON?RETIE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1 /10 X 3/4" PH SMS AT 4-3/4" FROM ENDS AND 14" 0.C. MAX. SILICONE • •' • i • •••• • • •••• •• • •• • • •• • • •• • • • • • • •• • •••• • • •••• • • (CONE • 1/4" MAX. SHIM CONCRE3E, . OR MASONRY- . TYPICAL ANCHORS I SEE ELEV. - • FOR SPACING . EDGE DIST. • CONCREE • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNITS ALTERNATE CONCRETE•.• EDGE DIST. PANEL SIDELITE INSTALLATION DETAILS #10 X 3/4" PH SMS AT 4-3/4" FROM ENDS AND 14" 0.C. MAX. TYPICAL SILICONE #10 X 3/4" PH. SMS. AT 4-3/4" FROM ENDS AND 14" 0.C. MAX.. TYPICAL SILICONE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MAX. FRAME WIDTH (SEE SHEET 4 & 4.1) SCREWS NOT REQUIRED. FOR SIDEUTE/DOOR JAMB CONNECTION DOOR FRAME WIDTH PROD VC REVISED Nicorpiyir g it Me Florida landing Cede Accept/awe No t -cC .o/ Eeptrrir Dais 7 may yssi,M1 7174rttC ng -T.- - EXTERIOR PRODUCT RIelltiPig as complying nigh the PMAYY •Ilidiag Cade Acceptuee No - O.p / Ecpindan Deee /e u •y I5 l.11<.. *quo aidemetsi tame \ 11111111//j/j No 70592 Sf STATE OF (� N N °,al'ele I ct cr 0 0 41 Q Q� 3 "� N n I LL. pWp Z 3 3Zw� co M (305) 883-1309 i 2 0 of c I u 0 drawing no. WO1 —64 (sheet 8 of 15) EDGE DIST. • CONCRETE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • •t5•• • O •••• 1• • • •• I • • • • • I • • • • • •••• • •• • •• K 1— 0 a p ¢ •E+ • •X • • • • • • • • • • • • • GLAZIaV• • • • oanoN Q 0 1 Ii • NI iI � II=� r� NCRETC•.. .°• • •• •• • • • • • • • • • •• •• • • ••• •• •••• • • •• • • 1 ° ' EDGE DIST. • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE UNITS EXTERIOR DIRECT SET SIDELITE INSTALLATION DETAILS SCREWS NOT REOD. FOR SIDELRE/DOOR JAMB CONNECTION DOOR FRAME WIDTH fRo.suC} ttEN6Nt41. al conplyinp with Qe Aoefde %Wisp Code Aftertaste N• //O •0/ Eaprnio• Dots 22. Miami Oak iIfturb !e . 1/4' MAX. SHIM < .CONCRETE OR •. MASONRY D.L. OPG. DIRECT SET SIDELITE WIDTH TYPICAL ANCHORS SEE ELEV. • FOR SPACING MAX. FRAME WIDTH (SEE SHEET 4 & 4.1) PRODUCE REVISED ao lg► wkfAe FFork!a ketii Acetptsace No / fLQ/ EopicacW Owe / 7 - Isc, �`/eJ 9o4aluctcbox•1 `�t1111111ill, �X�'i 1.. ENyF • • ' t Z0.5B2 '•, ATE OF Y \IIIIIIIIAA a 0 0 0 a 8 9 5 8 a 0 drawing no. WO1-64 (sheet 9 of 15 0 DOOR FRAME HEAD ,718 Fr- 12 GLAZING CHANNEL 050� 972 1.700 .250 .969 .121 � .781b- - 1.547 22 PRESSURE PLATE 1.0-.513 .973 1 217 973 1.514 II_� 3-1�.050 .594 -y .375 L062 p 1.494 Q SNAP CAP 050 13 EXT. GLAZING LEG 14 1.087 INT. GLAZING LEG 2.281 1 1.568 .535 f .070 4.156 L 1.656 J SIDELITE FRAME MULLION 1.704 ---{ .070 4.250 4.250 3.758 (5) 10-24 X 1/2" FH. MS. STAINLESS STEEL (THREAD CUTTING) • • • • •.TOP/BOTTOM•RAIL • • • • .• • • •••• • • 07e • • • ,_-.• • • • •f • F;! 7.500 450 • 1.834 • • • • 3555 1 • • • • • 6• • • • • • • 1 HINGE ASSEMBLY ••ILL-4 282 • "4 •• • ▪ •••• • 4.000 • i • i • fli HINGE STILE • it••w • • It 1.834 L 4.189 4.862 .070 LOCK STILE (FOR 3 POINT LOCK OPTION) • • • .535 SIDELITE FRAME O2 STD. THRESHOLD r 3".999 066 .050 L__ -- I I 1.294 _ 33 GLAZING BEAD EXTERIOR INSUL LAM. GLASS .576 II I-- 3a GLAZING CHANNEL INTERIOR INSUL. LAM. CLASS 35 I- 4 1.046 .045.980 I� 1...---1I-.694 SIDELITE GLAZING INSERT EXTERIOR INSUL LAM. GLASS ® HI-RISETHRESHOLD 1.119 0451.000 I 36 1.094 -- SIDELITE GLAZING INSERT INTERIOR INSUL. LAM. CLASS 2R OPTIONAL THRESHOLD PRODUC1 t028NG*414f ., neaplylp with Ow Florio, Bwidtwil Code Ancona. N. Esoirai4e• D. i/jo/rZ �. Art ,.e- PRODUC F REVISED N ca.plyl.t with the find.: t CM. A rn.ee N. / !C / 3 J EL O Es 8 8 f3 U 0 0 O w 1J H • O n J z cz Z} w CL MOo v w < cof FAX (305) 883-1309 0 o8 V n oz UPDATED FOR 2010 PBC UPDATED FOR 2014 FBC REV. PER RER CONMERTS a 0 O 09 0 v 0 i t a drawing no. WO 1-64 sheet 10 of 15 ITEM # PART # REQD. DESCRIPTION MATERIAL HAND./SUPPLIER/REMARKS 1 YE-832 1 DOOR FRAME HEAD/JAMB 6063-T6 - 2 YE-810 1 STD. THRESHOLD 6063-T6 - 2A YE-1820 1 HI -RISE THRESHOLD 6063-T6 - 28 YE-840 1 OPTIONAL THRESHOLD 6063-T6 - 5 YH-809 AS READ. SIDELITE FRAME 6063-1-6 - 6 YE-801 2/ LEAF DOOR LEAF TOP AND BOTTOM RAIL 6063-76 - 7 YE-803 1 DOOR LEAF JAMB - HINGE SIDE 6063-T5 - 8 YE-802 1 DOOR LEAF - LOCK SIDE 6063-T5 - BA YE-837 1 DOOR LEAF - LOCK SIDE (3 POINT LOCK) 6063-T5 - 9 YE-806 2/ LEAF SNAP CAP FOR DOOR LEAF & SILL 6063-T5 - 10 YE-816 A5 REQD. COVER PLATE 6063-T5 - YE-824 4/ LEAF GLAZING CHANNEL 6063-T6 - 13 YE-835 AS REQD. EXTERIOR GLAZING LEG 6063-T5 - 14 YE-833 AS REQD. INTERIOR GLAZING LEG 6063-T5 - 15 YH-623 AS REQD. GLAZING GASKET VINYL DUROMETER 7535 SHORE A 16 YH-602 AS REQD. WOOL FIN WEATHERSTRIPPING (.187 X .260) - ULTRAFAB 17 11H-622 AS REQD. BULB WEATHERSTRIPPING (.198 X .260) VINYL DUROMETER 75±5 SHORE A 18 YE-849 AS REDO. SILL WEATHERSTRIPPING POLYPROPYLENE - 18A YE-850 AS REQD. 9LL WEATHERSTRIPPING VINYL - 19 GU 1/ACTIVE LEA 3 POINT LOCK MECHANISM (OPTIONAL) 5. STEEL - 20 11H-610 AS REQD. FLUSH BOLT ASSY. SERIES 1202 ZINC DIECAST -_ 21 YH-650 3/ LEAF BUTT HINGES, AT 11-1/2" FROM ENDS & MIDSPAN ALUMINUM WITH SS .1N 22 YE-805 4/ LEAF PRESSURE PLATE -TIE ROD 6063-T5 2-1/2" LONG 23 YH-630 2/ LEAF 3/8" DIA. THREADED ROD STEEL - 24 YH-618 2/ LEAF 3/8"-16 HEX FLANGE NUT STEEL - 25 YH-6.1 • AS REQD. INSTALLATION SCREW HOLE CAP PLASTIC - 2.6 EErisigh rral a US11 04 GUIDE, 1-1/2" LONG 6063-T6 - 27• YH-656 2P LEAF FLI.lSH BOL? ADJUSTMENT PLATE S. STEEL - • 7�• j • YH-681• • • • • 1 QROTECTIVE•BOX NYLON - 29 Y11-616 1 4i •iVT•r:SEMBLY - LEVER OR KNOB TYPES 30 YH-617 1 DEADBOLT ASSEMBLY - - YH-816• • AS.REQO. lb ALLATION SCREW COVER STRIP 6063-T6 - YH-8086 AS•REOD. sy1'tLS PANE MULLION 6063-T6 AS•REQD. GLVIMOD MEAD EXTERIOR 6063-T6 - •I&••EQD. 1. A INTERIOR 6063-T6 - YE-845 AS REQD. SIOELITE GLAZING INSERT EXTERIOR 6063-T6 366 YE-846 AS REQD. 0 L. INC INSERT INTERIOR 6063-T6 - (IN • - • •/99 REQD. A1SI11tG•rfUltK EPDM DUROMETER 80±5 SHORE A 38 YH-1624 .V REQD. C.AZINC•GASKET VINYL DUROMETER 7035 SHORE A • • • • • ?RODUC1 RINCON111 as comply/ nw66 Oe MAY IMMtey Cod Aceepuae No O EopIntI a //y 22- SY MD�idf Rie6eth(ro %`. PRODUC !REVISED .14 AwiplJM6 wits eke Florida Ong Ow AftePhiatt N• Eu+Aew• D,T�7 fit,es19. • ‘4 wl< �' •Aln Cocoa 5 COMP-ANL\W01-64AW m 5 drawing no. WO1-64 sheet 10.10615 411,01W. 1 / 1 j10 X 1" PH SMS 114 FRAME UPPER CORNER 3/8. OIA. STEEL THREADED ROD FULL LENGTH DOOR LEAF CORNLR P ODUCf REVISED titcur,.p yl. Col*" Ike F1O,1d li9.ding Cods Acpir. js a No_ 0 E•w.+w. ale Ca�td PRESSURE PLATE 2-1/2. LONG 3/8' NUT AT EACH END OF ROD d) PRileiUC1 Reht91410 •s idins ind.ritkIMsibtittd Na:d1.K Code AuetaoeeNo/ it/0.1/ 4"1 Wr ,, , 6.,„ v^ r L S U J a 0 S s 0 0 0 0 0 0 c i 0 drawing no. W01-64 Sheet 11 of 15 • • • • • • • • • • • • a • • • • • • • • • • • • • • •• • • • STAINLESS STEEL FLUSHBOLT ADJUSTING PLATE WITH (2)/ #8-24 x 1/2' FH. UNDERCUT SMS. COVER PLATE WHH DOUBLE ROW TIN SEAL WEATHERSTRIP 2' LONG ALUM. FLUSHBOLT GUIDE, ATTACHED TO FRAME sTILES AT TOP (SHOWN) AND BOTTOM. CONCEALED RUSH BOLTS (2) #10-24 POINT B UNDERCUT, FH. MS • •• •=0•P FLUSHBOLT ASSEMBLY • • • • • • •• •• • • • • • •••• • • • • • • •••• • 1 • • • • (2) #10-24 POINT B • • • UNDERCUT, FH. M5 • • • • • 1-1/2' LONG ALUM. • • FLUSHBOLT GUIDE. • • • • • • • • ATTACHED TO FRAME • • • STILES AT TOP AND • • • BOTTOM (SHOWN) • • COVER PLATE WITH DOUBLE ROW HIN SEAL WEATHERSTRIP STAINLESS STEEL. FLUSHBOLT ADJUSTING PLATE WITH (2) qB-24 x 1/2' FH. UNDERCUT SMS. BOTTOM FLUSHBOLT ASSEMBLY FLUSH BOLT GUIDE AND ADJUSTMENT PLATE ASSEMBLY CONCEALED FLUSH BOLTS EXTERIOR ,RODUC1 RIENHsetae es tempt/Rs with the lWelar •eialeg Code Accgteeee Ne �L-///D •CI Expirldisazy By / tsstn f' �N.1r-- f80DUC f REVISED es eoetplyby with the Florida btiNeg CodeAreephum ,t tpi Es}krW Dete „r 7 46Y•i hq tCenavi� COMP-ANL\W01-64AWPP FAX (305) 883-13 0 S drawing no. WO1-64 (sheet 12 of 1 S) 3/4' MIN. THROW BOLT PENETRATION 1 4 = • O � • I•4• • • 41 •i •• •• • • EDGE DIST. 0 • w • • • • • k yi1 • • W • • • • • .• • • • • 11 CONCRETE; 0 • • • • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING #10 EMS SEE ELEV. FOR SPACING SINGLE (X) OPERATING UNITS W/ S.H. WDW. #10 X 3/4" PH. SMS. AT 4-3/4' FROM ENDS AND 14" O.C. MAX., TYPICAL • CONCRETE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PRUDUCI RBhCfY•b v..NYi'SwN. Ds ?ferias sown Cede Aeeept� ," /L—t f a.O I Ac WEEPHOLES: W1 = 1" LONG WEEP NOTCH AT EACH END TYPICAL ANCHORS "-- SEE ELEVATIONS FOR SPACING PRODUC f REVISED t• conplylee wit. the MAD hooding Cods AN:gstIss Nse % Ea(,.�e1er, Dote / L G 1A., 7 t I $l 4 p rxwt 1800 ALUM OUTSWING DOOR (305) 883-1309 r ql� o�x n 01. b 2 0 drawing no. WO1-64 sheet 13 of 15 28Y WOODS TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • 8Y• •• t • • • ROOD BUCK.' • •' • • CONCRETE .o • OR • MASONRY. • • • • •1•••• • • • - • • • • • TYPICAL ANCHORR SEE ELEV. FOR SPACING 1/4" MAX. LOCK OPTION 1 OR i@9 LOCK OPTION 2 (SEE SHEET 5) LOCK OPTION 1 OR 19 LOCK OPTION 2 (SEE SHEET 5) VENT WIDTH LEAF WIDTH DOOR FRAME WIDTH 27-1/2" MAX. PANEL WIDTH EXTERIOR LEAF WIDTH DOOR FRAME WIDTH 0 1/4" MAX. ')) SHIM SPACE 17 DAI r- • 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 'RODUCI AM!. A'ear n eoap151 with the Florida Meddles Code Aripepeaste No !Lege.Q/ Espar•tt•• Dote 7/.1y/77- PRODUCf USED b iddin• •'M6 fhe rum, 40•1w+•oe N• / O EVInola• Date C /< (4 ATE OF /ONAL E� �T I III1111j CA 8 6 P. O 0 o drawing no. WO1-64 (sheet 14 of 15) .889 d r2.220 -m .860 F-- (I:A FRAME HEAD 1.327 .en 881 1.812 --I .062 1.437 1.062 FIXED RAIL .9991.,8� O55 1.625 - .812L- 0VENT TOP RAIL • • •• •• f ff 7i1 • • • .055 • 1 •• •2.687 ' •••• • Ir_ ••• ••• 1.562- 1 • •• • •• • • • • • • • a •• • • • • • • • • • TT 144. • �O;• --1.812• ••14• • / • • • • • • • • •• • • • • OA VEN1•SIDE RAIL 1.125 I- .055 .812 0 • • • • • • VENT BOTTCIRI•F& ® FRAME SILL -{ 930 F� Q FRAME JAMB S.H. VENT CORNER DETAIL ITEM # PART / REQD. DESCRIPTION MATERIAL 11ANF./SUPPLIER/REMARKS IA YE-169 1 FRAME HEAD 6063-T5 - 2A YE-167 1 FRAME SILL 6063-T5 - 3A YE-102 2 FRAME JAMB 6063-T5 - 4A YE-152 1 FIXED RAIL 6063-T5 - 5A YE-151 1 VENT TOP RAIL 6063-T5 - 6A YE-168 1 VENT BOTTOM RAIL 6063-T5 - 7A YE-92 1 VENT JAMS 6063-T5 - EA YB-4 AS REQD. GLAZING BEAD ALUMINUM ROLL FORMED 10A - 2/ VENT BLOCK & TACKLE BALANCE - - 11A YH-622 AS REQD. BULB VINYL - SINGLE ROW PVC DUROMETER 75 SHORE A 13A YH-509F AS REQD. PILE-SCHLEGEL .187 X .250 - MN SEAL (DOUBLE) 14A YH-504 2/ VENT VENT LATCHES NYLON/CELCON AT 11' FROM ENOS 14AA YH-515 2/ VENT CAM LOCKS ZAMAK AT 11' FROM ENOS 15A /10 X 3/4" 8 FRAME ASSEMBLY SCREWS CRS PLATED. PH SMS 168 18 X 1' 2 FIXED RAIL SCREWS CRS CAD PLATED, PH SMS 17A /e X 1-1/4' 4/ VENT VENT ASSEMBLY SCREWS CRS CAD PLATED, PH SMS 18A YH-590 1 REINFORCING BAR (.625 X .312') STEEL - AWP SINGLE HUNG WINDOW INSERT FOR SINGLE (X) DOOR (SHLLI 3) 3/4" WEEP NOTCH. AT EACH END OF SCREEN RETAINING LEG'.. S.M. FRAME CORNER DETAIL estosoci +MiM&**. .Id1am, bi+R *•A Me Aeries Cook Aftertaste No 6'•///O. 0/ Eaptc.Nn. DohLaule, 3021- PRODUC I' REVISED comPboding o&w+ti Or F1Oddi Alice N. -O6/ .0/ Eyiroldo. Owe 417 Comrd TE OF drawing no. WO1-64 sheet 15 of 15) GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER STSILII SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLWICE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING COOS THIS ACCORDION SHUTTER STSIUA MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SEAL. BE DETERMINED AS PER SECTION 1620 OF TFIE ABOVE MENTIONED CODE, FOR A BASIC HAND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL DE INSTALLED WITH A DIRECRON4JIY FACTOR Kd-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMl1Y (A.5.0.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D. DESIGN 1WND LOADS BY MULTIPLYING THETA BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER ID VERIFY THAT ANCHORS ON THIS P.ED., AS TE5TE0, WERE NOT OVERSTRESSED, A 33 >: INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NO/ USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEA'S AOEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD 1465 BEEN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: -HV BLADE 0 #0214.01-03, /0715.01-03. #1004.01-05, #1214.01-05, #0317.02-08. #0609.01-10 AND #0210.01-11 AS PER TAS 201, TAS 202 AND TAS 203 PROT. 015 & #1220.01-10 AS PER TAS 201, TAS 202 & TAS 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE 3 %0505.01-08 AS TAS 201, 202 & 203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. 2. HV BLADE p; AND HV WINDOW BUDS 8 ARE ENGINEERED TO WORK IN UNISON YATH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.75 AND # 14X1.75 RESPECTNELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 Wi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA EN DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER Sib; tJIS AssorIATIIN. PINS MUST DEAR THE 11V MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSKI4S SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY 15 31.7 ksi AND 35.7 ksi FOR 6005-T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 N51 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 1VHH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 6. BOLTS TO RE ASIM A-307 GALVANIZED STEEL. OR AIST 304 OR 316 SERIES STAINLESS SILLL WITH 35 Wi MINIMUM YIELD-SIR'EENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE Q : 12,13,14.14A15 AND 20 HV BLADE 1Q & ( WORKING IN UNISON: 12, 13 & 15 8. T115 BERTHA H,V. ACCORDION SHUTTER SYSTEM BEARS A US. PATENT #6'779.582. COMPONENTS OF THIS APPROVAL NYE COVERED, IN WHOLE OR IN PART BY U.S. PATENT #5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUT TEN COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT.WITH THE BURRING TO PREVENT WIND/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WMI WARNING NOTE WRING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT. OR OTHERS. MUST PROPERLY CLOSE ALL HV AND HO CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHAVER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION .AT ACCORDION SHUTTER IN ACCORDANCE WITT1 SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL. SHALL BE PLACED FOR EVERY OPENING. LABEJNG TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V. ACCORDION SHUTTER ST51LM'S INSTAElATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF TIE P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (a) ORIGINAL P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED TT. +,d`l0. A. Tito -- w.ENS� .� P.E. SFFAI /SIGNATURE/DATE IL ECO INC. \ TIWT TESTING & ENGINEERING COMPANY 6355 N.W. 368,. St.. Ste. 305, MGM GARDENS. TI.ORFM 33166 Phone : (363)871-1530 . Fax : (305)871-1531 rmd: Blt.eooad.00m _ 58-0006719 WALTTR A IiUJT Jr. P.E FLORIDA lie. / 44167 TABLE OF CONTENTS AREA 1: HV BLADES (0 & t GENERAL NOTES SYSTEM COMPONENTS 1-20 ST51LTA COMPONENTS 21-37 TYPICAL SHUT !EN ASSEMBLY 38-44 SHEET 1 SHEET 2 SHEET 3 SHEET 4 Ail 2: HV BLADE Q AND HV WINDOW BLADE 0 (WHERE APPLICABLE) • • TYPICAL SHUTTER ELEVATION & NOTES ON 8OONS• • • INSTALLATION DETAILS -F, VA ETE/BLOAS INSTALLATION DETAILS G,899. CON jRETE/BLOCV, • • • CENTERMATE DETAILS NV • • CENTERMATE ALTERNA-RHe t rPLS HV • • • • END CONNECTION DEiAIlt.116! %ONCRETE/BLOCL! MAXIMUM SPAN TABLES • • • • • • ANCHOR SCHEDULE- CONCRETE • ANCHOR SCHEDULE- COMM! • ANCHOR SCHEDULE - ANCHOR SCHEDULE - ANCHOR SCHEDULE- AD • INSTALLATION DETAILSJ.l• INSTALLATION DETAILS.S- END CONNECTION OEIIULS 7-12•& X, WO(D) LOCK • • • SHEET 5 SHEET 8+ • • SHEET 7 SHEET 8 SHEET 9. • • SHEET 1D SHEET }I. 4 SHEET }2 SHEET 1b3• I SHEET 14 4 SHEET t4A I SHEET l5• • SHEET 16 • SHEET 17 • SHEET 44 • • • AREA 3:•IM WIN )OW BLADE.® BNLY • • TYPICAL SHUTTER ELEVATION • • SHEET 19 AREA 4: HV WINDOW BLADE (O ONLY INSTAL ATON DETAILS, META. STUD WALLS • ••• SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA AT.ST.ST.A. ••• •• • • • I •• I • • •• • • 4 ••• ••4 ••4 FLORIDA BUILDING CODE(High Velocity Hurricane Zone", American Shutter Systems Association. Inc. 4268 West Roads Drive West Palm Beoch, FL 33407 Phone: (800)432-2204 . Fax (561)209-8380 ® 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ CR W/o H.V. WIPWY HARE REVAle DESCRIPTION DATE DRAWN B/: MI_ OLD 11-193 04/10/15 BATE 04/10/15 2 4 DRAWING No 15-080 SHEET 1 OF 20 3.0 FOR 1191ow ONCE HV SOUD BLADE COVERED UNDER US PATENT! 5458179 HV WINDOW BLADE* 'SEE LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER 556' 0.072- ULIVI 7 ®HV ADJ. FLOOR TRACK QUAUFIED FOR USE W/ HV BLADE° 6063-76 ALLOY AND TEMPER 11 HV CEILING HEADER LIFTED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VAUD 6063-T8 ALLOY AND TEMPER Mil X 1/N Y IW t 0.062- 1 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER HV UNIVERSAL. FLOATER QUAUFIED FOR USE W/ HV BLADE tO 6005-T5 ALLOY AND TEMPER 3 226- (1YP.) 1.500' 4.897" OW ADJ. ADAPTER W/UP QUALIFIED FOR USE W/ HV BLADE Q 6063-76 ALLOY AND TEMPER J-IV HEADER/SILK QUALIFIED FOR USE W/ HV BLADE ONLY 6063-T6 ALLOY AND TEMPER Aj.UMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE Q ONLY, 6063-T6 ALLOY AND TEMPER * S, ;;;1 EN'\ P.E. SE/4/SIGNATURE/DATE VARIES • ® HV DIRECT MOUNT QUALIFIED FOR U5E W/ HV BLADE (i71„) 6063-T6 ALLOY A D TEMPER ® HV WALK —OVER TRACK QUALIFIED FOR U E W/ HV BLADE 1 6063-T6 ALLOY D TEMPER HD CEILING HEADER/SILL QUAUFIED FOR USE W/ HV BLADE TO SEE SECTIONS FOR VALIDITY. 6063-16 ALLOY AND TEMPER COMPONENT A B T1 T2 Q 2". 5" MAX. 1/8" 1/8' 18 2' 5' MAX. 0.192' 0.192" i 2.5' 7' MAX. 0.190" 0.190' ® 2' 5' MAX. 0.139" 0.131" /171.ECO INC. 1.491' • OP., 90'/180' STARTER QUALIFIED OR USE W/ HV BLADE W 6063-76 ALLOY AND TEMPER *NV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE Q ONLY. 6063-76 ALLOY AND TEMPER VARIES 1.936' 14 HD WALL HEADER/SILL, QUALIFIED FOR USE W/ HV BLADE ( ONLY. 6063-76 ALLOY AND TEMPER x Y 2' 2' 0.125' 3' 3' 0.090' CORNER POSTS UAUFIED FOR USE W/ HV BLADE 0 6063-T6 ALLOY AND TEMPER TILLIT TESTING tt ENGINEERING COMPANY 6355 N.W. 36e1. SE. SA. 303. WRGINIA GARDENS, FLORIDA 33106 Phone : (305)871-1530 : Fax : (305)871-1531 e 6lt.co•ool.00m 18-0006719 WALTER A TUX Jr. P.E FLOROA Tic: / 44167 ■ American Shutter Systems Association. Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fox: (561)209-8380 • • • •• • ••• • • • • • L.••11•••• • JO/ RAINGLARD • QUAUFIIDeMONW/ HV • BLADE (1) • • •• •• • • • • • • • • • • •• • • •• • • • • 6063-T6 ALLOY A TEMPER • • • • • • • • • • • • • •♦ • •• • • FLORIDA BUILDING CODE(High Velocity Hurricane Zone; A.S.S.A ® 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System R.V. BLADE ¢1 W/ CR W/O H.V. WIMACE REY.N. DESCRIP00N DATE DRAWN BY: M.L OID 11-193 04/10/15 2 4 DATE: 04/10/15 DRAWING No 15-080 SHEET 2 OF 20 4.576' HV CENTERMATE QUAUFIED FOR USE W/ HV BLADE tO & ® ONLY 6063-76 ALLOY AND TEMPER 13 N QU. U L 1(�2 HV HV FLOATING CENTEJRMATI& ED FOR USE W/ BLADE 1 1��11 ONLY 6063-T6 ALLOY AND TEMPER OltHV MALE "T" LOCK CENTERMATE LOCKER FOR "T" LOCK CENTERMATE QUAUFIED FOR USE W/ HV BLADE 1 ONLY QUALIFIED FOR USE W/ HV BLADE 1O ONLY 6063-76 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER 2.770' PLAN FRONT ELEVATION 3O HD CENTERMATE W/ NO LQCKQIG ROQ QUALIFIED FOR USE W/ FIV BLADE 1 & 11) 6063-T6 ALLOY AND TEMPER t15 LOCKING RODL QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER 0 S INSTALLATION WILL REQUIRE A 7/t6" HOLE D ILLED AT TRACKS FOR PROPER EMBEDMENT HD CENTERMATE W/ LOCKING '•Q QUALIFIED FOR USE W/ HV BLADE 1 & 1 • 6063-T6 ALLOY AND TEMPER 1.130' 375'0 © NV 3/8"0-16 ACETAL THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 0 • IAA ~ �� ��,9,'ER A. re-- $ fir' C, v• , 9 'P.{.�'� IGiTIRF�DATE 1/4'-20x1/ RAT HEM S.S.M.S (2 TYP.) HV CORNER CENTERMATE QtJWJFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER 4.045' 2.079' 1.753' Mr. imommouniami HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK QUALIFIED FOR USE W/ HV BLADE (1) ONLY OUAUFIED FOR USE 6063-T6 ALLOY AND TEMPE W/HV BLADE 10 ONLY. 1/4'-20 CAST THREADED HOUSING ENAMEL I/4'-20 E1MMD PAINTED 'DREADED .CAST HOLFSNG ENAMEL BAKED PANTED BRASS GILlDFR & KEYS (CHROME PLATED) NV LOCK QUALIFIED FOR USE W/ HV BLADE Q & ® ONLY. 3.161 ®3 HD CENTERMATE'S INS RT QUAUFTED FOR USE W/ HV BLADE 1 & 6063-T6 ALLOY AND TEMPER /2' 1/4'0 HV 1/4" 0-20 AISI 304 SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE d IL ECOINC. TILUT TESTING & ENGINEERING COMPANY 5355 N.W. ]6LR St, St. 305. 61619 M GARDENS. FLORIDA 3310E Phone : (305)871-1530 . Fox : (305)871-1531 9-mcI: Ultsco•coL.com EB-0006719 WAITER A 'GLUT Jr. P.E. ROR81A Lis. % 44167 PLASTIC HEAD MOLDED TO SCREW • 250' 0.0 RE53 TURN KNOB. BRASS CYLINDER (CHROME RATED) HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 10 & ® ONLY. 18' • • • • 8" .360' AFTER RNEI N. 1 4"$.— A. /4" �! 1!NETING • • S.S. THU4�(MDS REW 17*"10`20 RIVNUIT" • *SEISES 9444 ALUMINUM (2024-T3 LARGE RAiEer t♦• SHEET wl•sfr* PART ( 082011AS MANLMCTUREQ BY Nye. • CHERRY TIXTOHIIPARSPPENYAN r07054 0R EQUAL 01_04 rig ALTERIQATIVE LOCK • • • •IIJLLIFIED FOR USE 41V/ HV • • BLADE©eN4`i • •• •• • • •, • THUM• • 1 •• CYDNDER OR • I ,% KEY CYLINDER • 1 •• oaa 0.875' Min. t .125' Max. B04' Da illit Ls7 um. HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE tO & 0 1.78" Mox. THUMBTURN CYLINDER OR KEY CYLINDER FLORIDA BUILDING CODE(High Velocity NDrricane Zone A.S.S.A. American Shutter Systems Association, Inc. " = 4268 West Roads Drive West Palm Beoch, FL 33407 Phone: (800)432-2204 . Fox: (561)209-8380 ® 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE ft W/ OR W/O FLV. V/1ND(7W BLADE REY.No DESCRIPTION DATE DRAWN BY: M.L OLD 11-193 Da/10/15 DATE D4/10/15 2 3 4 DRAWING No 15-080 SHEET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV D. HV aA 10 HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING 0 HV SHORT RECESSED NYLON BUSHING 0 HV NYLON HAT WASHER ® HV WHEEL CARRIAGE ANSI 302-303 SERIES 0.870-x3/16" THICK NYLON WHEEL. 0.188-0 ANSI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD * ® POLYCARBONATE IMPACT RESISTANT HV WINDOW * }jY PIN jtEOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOe (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. or (SEE REQUIREMENTS) TYPICAL SHUTTER ASSEMBLY N.T.S. (3) HV PIN 0 OR 0 W/ 1/2" 0.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET WHEEL CARRIAGE DETAIL N.T.S. , ®0R © OR AT IOR BLADE'S KNUCKLE. (SEE NOTE * FOR REOUIREMENTS) A$$EMBLY LAYOUT BLADES KNUCKLE (T11.) 2 7/8' MIN. CLEAR SEPARATION BETWEEN BLADE OPENINGS EXTERIOR (i HV BLADE SOLID & ( HV WINDOW BLADE DETAILS N.T.S. PtrEi A T/fT JOENSF \ /_hLIECoINC.\ 34� '.,r',,.�4 P.E. SE J510NASMR('I I TE `TIWT TESTING & ENGINEERING COMPANY 1335 M.W. 36tb. St., Sta. 305. WSW GARDENS. FLOWN 3318E Phone (305)871-1530 . Fax : (305)871-1531 e- l: 6Roo0 00l.com EB-0009719 WALTER A 10.13E Jr. P.E. FLORIDA Lk. / 44167 .1I625' .1875 ! WINDOW BLADE .0625' nITCIN x-8 1975' Y .0625` HV WINDOW 0.0625' 0625'0616' • 5 3/4' ;Rr, • ON 2 1/4' CLEAR BETWEEN T15 E .0825 .0625' • • • • 7.4 • • „rA • TYPICAe •NN OLYe •• •• • 3750' X •• • • • * PBA��ftLON 31 J �LPARBONATE R 95TANT NINDeW M R S,-STABILIZ GRADE OR SABIC• • • • I INNOSlJN{F• IiLAS11C LEXAN• 103 RESIN • • (SLE NOSE �F' ON SHEET 19). • • • • • 4 • • • poLycAHLKAIIE SO@RCES FOR • • • • APNrAW F ..404it TYPICAL TRORERTES SN YA) RDVE31ee 111.101111. ' NEM AM X. M. 101 PlDf51Fili SPECIFIC GRAVITY ASN 0792 0043 •An 0.043 I6,4 1•QI61Ntl; TENSILE YEW SIRFNCIH ADM O636 9.400 Pal 9.500 pal. E10NWL 51RF90111 AT WELD ASMI 0790 12.500 p.41. 13.400 poi FIDBRNL MOGRDS leec0 ws1M 0790 340900 pot 345,000 p.s.,. NOTCHED a00 ASIM D256 A50,1 02843 18 ET-65/1, 472 9 17 FT-lbr" 64.5 1 MAR 1*1061 DENFIY RATE OF B6RFR+O AMU 0836' C-1 CLASS 0-1 CLASS SELF ION110N4 ASHY 01929 1040 T 980 .E )3FARIEBM AVM 0155 TENSLE SIROOM AFTER WEATHERING AS111 638 9302 pAL a840 pot 1ENS1F STRESS BEFORE WEATHERING ASM1 638 6461 poi. am psi A.S.S.A. • 9 •••l 4 FLORIOA BUILDING WDE(High velocity Hurricane Zone; American Shutter Systems Association. Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 ® 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. ELME #1 W/ OR W/O ILV. WPWV BLADE REV.N9 DESCRIPTION DATE DRAWN DT: ILL OLD 11-193 D4/10/15 DATE: 04/10/15 2 4 DRAWING No 15-080 SHEET 4 OF 20 SI- ®�M SEE END CONNECTION DETAILS ON SHEETS 10 & 18 TYP. FULL HEIGHT. LEI �f 'Ei g ®s v x\1 SPA11 FOR INSTALLATIONS W/ (2) M' LOCKS 7 Np72— IliR 17 III 10 4 � v i / ::3 eNufIED Ma1N ©+®+©p1®+O+®m ©+ I @*®ax®+©ae TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. Ljii••••N///IW •,'L0�i1T -... = „ * • " JGENSF _ '�44 \ ;* O %.!!:(OR•1DP. 44a . _ �FSSIONALt are•• P.E. SEA/SIGNATURE/DATE • OF CORNER CENTERMATE * NOTES ON HV LOCKS AND CENTERMATES: 1. jANO^jOIN COMMON #1. ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR B 2 OF SHUTTER SPAN.FOR SPANS UP TO 105'. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK Jor MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO OR 0 CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUT ItH ELEVATION. 2. EDAM MANDATORY CONDI110N. 2 ALTERNATE MAN TORY CONDMON $1 ALIDQNLY FOR FLOOR/CEILING �ALLAPONS. TWO HV LOCKS OR ( OR ONE HV LOCK OR R9 W/ TWO LOCKING RODS AT TOP & BOTTOM SHALL BE SED F ANY SPAN AND IN ALLA11 AT ANY ELEVATION. HV LOCK ® OR ® SHALL BE ATTACHED TO OR (4 CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION /1. LOCATION OF LOCK LOCKS AS APPUCABLE SHALL BE AS INDICATED ON TYPICAL SHUIILK ELEVATION. MAXIMUM SHUIItit SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. 3. #1; IFDESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCTsir nivel MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCH OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. • • 4. OPTIONAL CONDITION 12 NAIID ONLY WHEN M MTORY COODI ION f I OR LIMIWD MANDATORY CONDISON. • /2 LS USED W/11Y0 H.V. LOCKS) LOCKING RODS CiB ARE NOT -REQUIRED AT�URRICANE POSfT1ON, BUT MAY • BE USED IF DESIRED TO ENHANCE SHUI1tH PERFO MANCE. LOCKING ROCS OR•ARAL•TER� THE DEVICE •• MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE FjQSfa0j1� • • • • • • 5. W11I11ORY COIAOffON /2L ONE HV LOCK ® ® TS SHALL BE AIWA ♦T•(YIRMER CENTERM&FOR ANY PAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or ® SHALL 8E USED AS AN OUTSIDE OR INSIDE LOCI ATTACHED TO *9 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LOIIG•RAi HEAD S.S.•A1.S. TWO LOCKING NA �• AT TOP & BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE•AS INDICATED ON T1WIiAi CHLIYER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEOULES!6MOWM ON SHEET•12. 6. f�$T ONEAIIATE TO WIIMTOIN �NDITION #1 VN IN ONLYOF •., I: W0 S ANY %P N AND • • ffi ALLA• ALTERNATE HV LOCK QThE MAY BE USED IN UEU OF FN' or ANY PAN AND • • •�i • INST TIONS AT ANY ELEVATION. AL RNATE LOCK ® MAY BE US L .. A SIDE OR IseeocK. ATTACHMENT OF 1/4"0-20x3/4" SS. THUMBSCREW TO 0 OR 0 CENTERMATE SHALL'DE MADE -W/• 1/4"0-20x3/4" AAA? • • • WNW- AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SWILL Wei-16414Nj 1/2 OF SHUTTER SPAN OR TWO • LOCKS AT 1/3 OF SHUTTER. SPAN. • • • • • 7. MANDATORY CONDITION t3 FOR KEYSTONE MOUNTING R tALIATION& ONE HY LOCK•Ij •r•OiPr ® SHALL BE • USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE 0 BELOWL 2 OF RANTER SPAN FOR SPAYS UP TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK (?1,04 0. Lr MAY BE USED AS AN INSIDE CO• • • OUTSIDE LOCK, ATTACHED TO 0 or ® SYMMETRICAL CENTERMATES W/ (2) 1 4'-20 x 172• hiaNt FLAT HEA? S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION USE OF LOCK ROD ® W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. • • • • • • • • • *NOTES ON HV 'T' LOCKS AND CENTERMATES: 1. sEcom ALTERNATE TO CONtMT10N /1 VALID ONLY -FOR HV •r Lfld®. D CENTERMATES 0 AND �.. ONE ALTERNATE HV T" LOCK MAY BE I DIN UEU OF HV LOCKS OR FOR ANY SPAN AND INSfALLATI AT ANY ELEVATION. AL T RNATE LOCK BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK or INCLUDES USING REINFORCING LOCK AS SHOWN ON SECTION hIVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES 0 AND ® W/ 1/4"0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32" WINGNLIT OR W/ 1/4"0-20x1" S.S.MS. INTO A 1/4'0x 5/8" RIVARDT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND RFI OW MIDSPAN IISF OF TWO 1(EKING ROf1S ® TOP AND BOTOM IS MANDATORY *NOTES QN HD LOCKS & CENTERMATES: 1. HD IV HD CEIRERIIATiS 41 OR CELL LOCK3 W/ ( : ONE ALTERNATE HD ( MAYBE USED IN UEU OF HV LOCKS OR f�S FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK eMAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK (S`� TO 5 W/ 3 $8 x 3/8" F.H. S.S.M.S., ANO INCLUDES EN REINFORCEMT INSERT ® AS SHOWN ON SECTIONS HDB- AND -ADC -WC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS IS COMPLETELY OPTIONAL 1_IuLIEcoIN.\ TINT TESTING & ENGINEERING COMPANY 9355 N.W. 36R. St, Ste. 305, NRGOM chRours, ROaAA 33Ie0 Phone : (305)871-1530 . Fox : (305)871-1531 e—mall: tlte500aol.oam EB-0006719 WADER A 11LLR Jr. P.E. FLORIDA De. F 44167 FLORIDA BUILDING CODE(Nigh Velocity Hurricane Zon A.S.S1.A. American Shutter Systems Association, Inc. 4288 West Roods Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 ® 2015 EASTERN METAL SUPPLY, INC. e, BERTHA HVTM Accordion Shutter System H.V. ELAOE #11 W/ OR W/O H.V. WINDOW BADE REY.Ne DESCRIPTION DAZE DRAWN BY: M.L OLD 17-193 04/10/15 DAZE 04/10/15 • 3 DRAWING No 15-080 6 SHEET 5 OF 20 POURED CONCRETE REQUIRED E. D. E. D.• CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) .250' Max.. MN. SEPARATION TO CLASS (SEE SCHEDULE ON 11 FOR BLADE) T EXISTNG ON .SHOT 19 FOR CLASS—( DADES 10& HV WALL HEADER INSTALLATION EXISTING GLASS MH SEPAWICN TO GLASS (SEE 1 $6E➢ LE ON SHEET 11 FIR BADE AND CN SHEET 19 JADES 7T& (31 POURED CONCRETE OR CONCRtit BLOCK WALL REQUIRED OR® ONCRETE ANCHORS (SEE SCHEDULES ON SHEETS 13 & 14A) 0 HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECIONSt 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECD0N5 CAN BE COMBINED IN ANY WAY 70 SLAT NAY INSTALLATION. R POURED CONCRETE REQUIRED 2' CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) aR 18 Min. Q D • EXISTING GLA55-1 OR ®♦ 1,4 1 OPTIONAL MIN. SEPARATION TO GI Ace (SEE SCHEDULE ON SHEET 11) 1/4'0-20x3/4' S.S. MACHINE SCREWS USING 1/4'-20 NUTS 0 12' O.C. OR .250' Max. IXISIING (LASS--, POURED CONCRETE OR CONCRETE BLOCK WALL REQUITED ® .HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) OPTIONAL Min CONCRETE ANCHORS (SEE SCHEDULES ON SH6EIS 13 & 14A) 1/4' Mox. OR 1/4'9-20x3/4' S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS USING 1/4'-20 NUTS 0 12' O.C. EO HV WALL SILL INSTALLATION * E. O. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 13) 4//P////Sip., 4A' , TiLtIt67 ArlT/tl P.E. �S'EAL/SIGNATURE/DATE • SEE UMITATIONS OF USE FOR BLADE (1!, ON SHEET 19 TIC IL ECO INC. CONCRETE ANCHORS (SEE SCHEDULES ON SHEETS 13 & 14A) 1/4'0-20x3/4' S.S. MACHINE SCREWS W/ 1/4'-20 NUTS a if O.C. 1' Min. EQ . EQ- O O •• • • •• © HV WALL HRADCR •INSTACIMTIQN • POURED CONCRETE OR CONCRETE BLOCK REQUIRED GLASS E51511NG G6A55 POURED CONCRETE OR CONCRETE BLOCK REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON • SHEET 11) • • • . CONCRETE ANCHORS (SEE SCHEDULES ON SHEETS 13 & 14A) ri,:••10• 1 • • • •• .250- Max. •• • • • • • li46 Max. • I•• • ••• • Min. 1/4'0-20x3/4' S.S. PHIWPS TRUSS HEAD MACHINE SCREWS W/ 1/4'-20 NUTS 0 12. 0.C. HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ (1) HV BLADE FLORIDA BUILDING CODE(High Velocity Hurricane Zone; TILLIT TESTING & ENGINEERING COMPANY 6355 K.W. 36th. St, Ste. 305, VRiIIA GARDENS, n.OROA 3316E Phone : (305)871-1530 . Fax : (305)871-1531 e-608 hiteco•eotoon, EB-0006719 WALTER A MITT Jr. PL FLORDA Uc. i 44167 A.S.S.A. American Shutter Systems Association. Inc. 4268 West Roads Drive West Rolm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 © 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. ELADE f1 W/ OR W/0 H.V. WNDCW ELADE REV.No DESCRIPTION DATE DRAWN BY: LI.L OLD 11-103 34/10/15 DATE 04/10/15 DRAWING No 15-080 SHEET 6 OF 20 POURED CONCRETE REQUIRED XISTING GLASS ----I MN SPNWXN ro ar4 (YE SC EDULE ON 9 T 11 FOR 9/OE(1 WO I aN SHEET 19 TOR ELI ES N CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) ® HV CEILING INSTALLATION EXISTING GLASS swarms I —Darr 10 a a� WEI 11) #14x3/4" HEX HEAD TEK SCREWS O 9' 0.C. OR 1/4'0-20 S.S. M.S. W/ NUT 0 9' O.C. • /8'7/8' OPTIONAL POURED CONCRETE REQUIRED HV RAINGUARD INSTALLATION t EDGE OF APPUCABLE COSTING 4 1 aO• CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) NOTE FOR COMBINATION OF CFCT1(1M¢- 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. © + EDGE OF SLAB IF APPLICABLE • POURED CONCRETE REQUIRED O j MN SR012101 CLASS (SEE 11.ID aN 11 RR DICE ON BEET 19 ALTERNATE ANCHOR LOCATION #1043/4' HE)( WASHER HEAD TEK SCREWS 0 12' O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) ® HV FLOOR INSTALLATION t EXISTING GLASS— MIN. SEPARATION TO GLASS L(SEE SCHEDULE ON SHEET 11) POURED CONCRETE OR CONCRETE BLOCK REQUIRED EDGE OF SLAB IF APPUCABLE E. D. : EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 13) 18 1/2' CONCRETE ANCHORS (SEE SCHEDULES ON SHEETS 13 & 14A) 1/4' MAX. EXISTING GLASS T EDGE OF SLAB IF APPUCABLE EXISTING GLASS—. MIN. SEPARATION TO GLASS —(SEE SCHEDULE SHEET 11) riEPOMI iN o ' 1-AS (02 mmue Star 10 POURED CONCRETE REQUIRED EXISTING F010' OF SLAB IF APPUCABLE D FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) ® HV WALK —OVER INSTALLATION CONCRETE ANCHORS (SEE SCHEDULES ON SHEETS 14 & 14A) /10x3 4' HEX WASHER HEAD TEK SCREWS 0 12' 0.C. +1443/4" S.D.S. 0 9' O. C. SEE NOTE 130) ON SHEET 1 HV WALL FLOOR INSTALLATION. bILML t THIS .INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE zst"n �A POURED CONLxtlt OR CONCRETE BLOC( REQUIRED EDGE OF IF APPLICABLE • • POURED FLAT HEAD •0•CS4 11CHORS CONCRREQUI 7 • (545 SCHEDULE ON SHEET 14) REWIRE • • 11 f4ENeH INSTACL'ICTJON VALAWI ttareIR UP TO +101 •15 PSF A.S.D• DESiGG irtSSIRE RATING & FOR SPANS PER SCHEDULE 4, SHEET 11 • • • • • • • • • • • • • 0 GLASS —jai a . 'A'rdo ''1'riR'• •-•- 1/4'0 DTI SL M TAPW, • ax SLEET 10 ACHANOM DIRE/0MIe1 TECHN0.0Gr OR 1/4'fIPMAt0 • • • FASTENERS TIPPER+ ANiQS WAR • 1 3/4' MN EI3FDY5R 0 6' • O.C. FOR UP TO 6"-0' SPIN PAD i 0.C-FOR SPANS T 6.-e UP TO 8'-0' APPLY HIN SEALANT AT EVER( FA, HELM (IYP.) (SEE NODE it ON 9l011 FOR LNDADONS) SEAxR—��ti r • • • • • ••, • • • • • 1/2- • #1443/4' F.H. S.D.S O 9' O.C. SEE NOTE 13(b) ON SHEET 1 © JIV WALL WALK —OVER INSTALLATION • SEE UMITATIONS OF USE FOR BLADE OA ON SHEET 19 IL ECO INC. TIWT TESTING & ENGINEERING COMPANY 6335 N.W. 3616. St.. St.. 303. VR'NM GARDENS, FLORIN 3316E Phase : (305)871-1530 . Fax : (305)871-1531 1: tilteco000l.corn EB-0006N19 WAITER A TL.UT Jr. P.E FLORIN Uc. 1 44167 • • 3/8' • 2.00' MIN. MAX 1/ia-20x3/i.SS MS USING 1/4"0-20 NUTS 0 12' 0.C. COSTING NON STRUCTURAL WALL TRIM (DECORATIVE SILL) POURED CONCRETE REOURED MO KEYSTONE MOUNTING INSTALLATION MAIaI LIIA AS.O. DESIGN PRESSURE 464-12 pal 61AI411tY SHUTTER SPAN B•-0' INSTALLATION DETAILS W/ HV BLADE FLORIDA BUILDING CODE(High Velocity Hurricone Zone A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive Wrist Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 ® 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System ILV. BLADE #1 W/ OR W/O FLV. WINDOW BLADE REV.NO DESCRIPTION DATE DRAWN BY: M.L OLD 11-193 4/10/15 DATE: 04/10/15 2 3 DRAWING No 15-080 5 SHEET 7 OF 20 SEE END WALL CONNECTIO OUT 2":2"41/8"x0•-2" (6063-T6 ALLOY) A111M. ANGLE W/(2) 1/4"e TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) 8 (401041/2" S.M.S. TO TIME AT EACH ANGLE. (TIP) el 1/ 0• 0 DETAILS ON SHEETS 10 & 18 /2• 0-0-0+0a,®OW +®a- 00 0-00 8- --I -0+ ©ee®+ 0- 1 0+®-®+©a0+63"®1-6L = 61IN. "0+® * SEPARATION ® a TO GLASS (SE SCHEDULE ON SHEET 11) IN T EXISTING GLASS O+O+®-O+O+ 8cx INSTALLATIONS W/ 10 HV BLADE �/e HV�� COR T�E�RMATES 0+0-8+0-0+0-0 1/2" DA ©+ /10x3/4" S.NS. 0 12" O.C. FULL LENGHT. HVD IN eA OUT • 3 1/4" 7" SEE N01ES ON LOCKING ROOS ( HVLOC AND ALTERNATE HV LOCK t ON SHEET 5. ** BLADE SLAG! DETAIL HVF IS VALLD FOR AU_ CENTERMATES APPUCATION %T1H BLADE® [-EXISTING GLASS 6 1/2" SEE END WALL CONNECTION 7" -o HVA OUT ® a OPPOSING CENTERMATES W/ HV LOCK r IN SYMMETRYCAL CENTERMATES W/ HV LOCK ®*or 2P • • • • • • i MIN. SEPARATION TO GLASS (EE SCHEDULE ON SHEET 11) \ ,//' ,,,;,, 44,0-0-0 • • / • • • ell (EXTER1O13 o11 Esk \\ t ` 140. 44167 L IMP ••' • FSSiON AO• P.E. SEAL/SIGNATURE/DATE SYMMETRICAL CENTERMATES W/ HV LOCK OPTIONAL ANTERIOR) HVE IL E C O INC. IN TIWT TESTING & ENGINEERING COMPANY 6355 N.M. 3581. 5t. Ste. 305. NRGNIA GARDENS, FLORIDA 331e6 Phone : (305)871-1530 . Fax : (305)871-1531 l: hlteca•aul.com E8-0006719 WALTER A IILUT Jr. P.E. FLORIDA Lk. / 44167 OUT •4 •• aR®aA©+ OO°® 1Q .®aR 1:7• • • GLASS POURED CONCRETE OR• ,�v EXISTING• I NCRETE REAR RRL• �"J 'V�"" F • • • • • • +�+© +O�a MIN. SEPARATON • , • e 6 7 ale 6 7 + ®+ CO' 0"0 ®oR (SEE T CHEDULE ON © • ®+®os0+0pea+(Oes® SHEET 12) OUT A.S.S.A. HVC • CONCRETE ANCHORS 16" 0.C. _ HVF** FLORIDA BUILDING (ODE(High Velocity Hurricane Zone,; American Shutter Systems Association. Inc. 4268 West Roods Drive West Palm Beach. FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 ® 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System KV. a.Acc $1 W/ OR W/0 H.V. WHECW R.ADE REV.No DESCRIPTION DATE DRAWN HT: M.L. OLD 11-193 D4/10/15 DATE: 04/10/15 2 4 DRAWING No 15-080 5 SHEET 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK HV MALE/FEMALE "T" L CKS CENTERMATES 84 LOCKERS g W/ Q HV BLADE * SEE ENO CONNECTION DETAILS ON SHEETS 10 & to OUT Y+a'N/6'm'- (B06T-Ta /45 N.W. RO E N/(21 1/4-0 DIMON AtgQf(Tro ODP/e=0W & (`),'TU)AE�AG% (TIP)I * SEE NOTE 6 FOR HV LOCK( T LOCK ON SHEET 5. t SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE RANGE THIN SHEET WISERT. PART / 0620. AS MANUFACTURED 9T AVOEL CHERRY nocroeN. PNSWENT. NEW JERSEY 07054 OR EO(ML. l�,�EOSING GLASS f\ `�.®a®• 0-e-o- ©•Q7•©a©•Q7.0a ®` ®O1©' ®-o. © - >®•®.®e.®'®•0 yA' I '"®•® IN /16,ud6 Its. * SLADEOSIAa( DETNL HJF, INDICATED ON SHEET 6. AS WET_ A6 UNNEPSAI, FLOATING MACE al 0EIHL 1470-F6D NDICA1ED ON THIS SHEET. WAY BE USED WOH 1H5 ALTERNATE NSOLIATWN DE61L HYD SHOWN N. THIS SHEET. Q HV "T" LOCK (OUTSIDE) 30 HV "T" LOCK (INSIDE) OUT 1 /4" 0-20 x 1 1 /2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. HVG* 310 INSTALLATION n HV BLADE W/ HD CENTERMATES 3 , . (4) H.V. PINS (TYP.) (OPIWNAL) HDB—HVB SYMMETRICAL. HD CENTERMATES W/ 0" LOCK (EXTERIOR) Q3.'0*O•0".01.0• ®•®•Cis.©•©R ©.O s 13.•0•®i ®ox IN 51 OUT �:-l'oF SS�ONALE* P.E. SEAL/SIGNATURE/DATE HDD—HVD** FLOATING STACK IL ECOINC.` TIL IT TESTING & ENGINEERING COMPANY 6355 N.W. MN. SE.. 5b. 300. VRGNIA GARDENS. FLOWN 33156 Phone : (305)871-1530 . Fax : (305)871-1531 e-mad: Ileco•eoLcom EB-0008719 WAL1101 A. TILLIT Jr. P.E. FLORIDA lib. 1 44167 ®0.0•0.0-0•O A.S.S.A. • (F)14 PINS • • SEE END WALL CONNECTION pETAILS ON SHEETS 10 A: 14 • • • ST,tiRAaH TO CUSS (s¢ 44•1014E • • • •• • • • •.••• • • 35# • • • • (oPDonu) • • • HDljr—HVC SYMMETRICAL•FW• IIHNWERMATES i • QV/ LLCK (INTERIOR) • •• • • • • • • • • •• * SEE N016 at Laci34G ROOS@ • HOO L0144 ON &CET 5 ** 6611ERUL 6OATa11' WOK) OETAL 1100.1160 6 1900 FOR ALL 031134100ES IALIGIKNS Y1111 MADE IQ •• I • •1 •••( ( •• • • • • • • • • 4 � • 4 FLORIDA BUILDING CODE(High Velocity Hurricane Zone; American Shutter Systems Association, Inc. 4268 West Roods Drive West Polm Beach, FL 33407 Phone: (800)432-2204 . Fox: (561)209-8380 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. MADE #1 W/ OR W/0 H.V. NiNDON RADE REY.Ne DESCRIPTION DATE DRAWN BT: W.L. OLD 11-193 04/10/15 DATE: 04/10/15 2 4 DRAWING No 15-080 SHEET 9 OF 20 (LOCATE AT EITHER SIDE OF ®) 1/2' MIN I/10x1/2' S.M.S. 0 16' O.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MN. SYPNW110N TO GLASS (SEE SCHEDULE ON SMELT 11 FOR BLADE OAM1 ON 9-EET 19 FOR BL/DFS©&� ®-©•®-0.0- 0 0.0-0•0•0- ® ®-@•®-®•©- ® ®-®•®-®•®-®-©•® END •, ECTION D TAIL 1® POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1/16'x3' MAX. (6063-T6) CONT. ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE OF0) /10x1/2' S.M.S. 0 16' 0.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS /( EXISTING GLASS MN. SEPARATION TO GLASS (SEE SO&ARE ON SHEET 11 FOR BLADE OAND ON SHEET 19 FOR BLADES O & Q END CONNECTION DETAIL 50 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRE / -EXISTING GLA55( MN SEPPARAAMN / -E IAGLASS (SEE E ON 4iEEf 11 FOR BLADE CRT 9 CRT 19 FOR BLADES O& OR ®• L ®•O•©-o•®•®- ®•®-©!®-®•©- END CONN CT ON DET 20 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1/2' IN. SEE DETAIL X SIDE CONNECTION TO TRACKS POURED CONCRETE OR CONCRETE 31, BLOCK V ry, `' OR 10 • ®-0• ®-0•©- 0.0 . 0-0•0 •'I' ®•@-10•©-®.0- ®•®-0•®-0•0-®-0•0 END CONNECTION DETAIL ®3 1 MN SEPARATION 10 GLASS (SEE SCHEDULE ON SHEET 1 FOR RACE OAND 9R ON EEI 19 FC BLADES ®& Q EXISTING GLASS MIN. STPARATON 1O GLASS (SEE SCkEDI.LE ON SHEET 11 FOR RADE QM) ON SLEET 19 FOR BemsD & • SEE UUITTATIONS OF USE FOR BLADE 1(�A ON SHEET 28 EXISTING GLASS RUSE 1' OR 2' MAX. (AS APPLJCABLE)x2x 1/8'x0'-2' AUJMINUM CUP ANGLE (6083-T8 ALLOY) AT MIDHEIGHT (1) j10x1/2' S.M.S. TO 0 & (2)1/4'0 TAPCONS ANCHORS IX) WALL AT 1' O.C. (LOCATE AT • EITHER SIDE OF Q) • SEE DETAIL X FO .SIDE CONNECTION • • TO TRACKS OURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MN. SEPARATION 10 GLASS (SEE 1 FLEON REET A ®_ 910D6 Q & tic OR '�.' Q O-O-®• O60-@•(1- • • CO' ®-©•Iti-©•©- • • • • • • • • ®•(:•Q�"�•©- • ®• ®-,E.®-®•®- :4• • • ICON E .�1. I8 REQUIRED ONLY FOR SPANS. GREATER THAN 12•-0"•I • • • • • • • OR©0R J OR ©0R©OR3OR t® VIEW Y PLAN OR •• • • OR • • 093 OR� ®-O.O-®-C§•0- DETAIL X ®-®-0.0-010•®- TOY®'©'®'©•©- END INSTALLATION 1Q•®-©•®-0•®- O.O•©-®•O•®- O.O.O-®•0•®« E•0-©•®-0•0- 10 HV BLADE OR ® HV WINDOW BLADE INTO ®•®-03•®-0•0- ®•0-®•®«01-9CONCRETE OR CONCRETE BLOCK WALL. O•®-®•®-0•®-®-©i�dh' %CONNECTION DETAIL © '1U`® FLORIDA BUILDING CODE(High Velocity IIUITICOne Zone; CI 2015 EASTERN METAL SUPPLY, INC. tt�tlt� /� •Qzej� 67 V �f T... �'��OP ? TIWT TESTING & ENGINEERING COMPANY P.E. SFALATGMATURL/6ATE ,• IL ECOINC.\ e-me9: 11Neco0ool.eom CB-0006719 WALTER A TAN Jr. P.E. FLORIDA Lk. / 44167 A.S.S.A. American Shutter Systems Association. Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Far (561)209-8380 BERTHA HVTM Accordion Shutter System H.V. EtAt7E ,1 w/ OR W/O H.V. wtix w BLASE REV.N. DESCRIPTION DATE DRAWN BY: M.L OLD 11-193 D4/10/15 BATE: D4/10/15 4 DRAWING No 15-080 SHEET 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 SCHEDULE #4 MAXIMUM SHUTTER SPANL+" OR "L-" (ft.) FOR INSTALLATIONS W/ .axi1T.L.: Ia.. ®& ® or or W/ ONE I -IV LOCK 4, or r ® or HD LOCK 6: W& NO LOCKI ROD OR CENTERMATES i W/ ONE HV LOCK ® W/ TWO LOCKING RODS ® TOP & BOTTOM •(SEE NOTES t.t6 UNMAN oESION PRESSURE RAMC (1,1 (+ OR —) CONCRETE & WOOD INSTALLATIONS O WALL MOUNTING FLOOR/CEILING MOUNTING L + (11) L -(R) L+ (R) L-(8) MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS & CENTERMATES 2 & ONE HV LOCK OR OR W/ NO OCKING RODS “SEE NOTES t,tt MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) INSTALLATIONS W/ SYMMETRICAL CE MATES, W/ TWO HV OR LOCKS OR TWO LOCKING RODS ® TOP/BOTTOM W/ ONE HV LOCK ® OR OR ®• (SEE NOTES ttfl & OR MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) INSTALLATIONS SYMMETRICAL CENTERMATES li& %! W/ ONE HV LOCKS OR % W/ NO LOCKING ODS 4;i (VAIJD FOR MOUNTING 311 SHEET 7) mosssUsi ASD. MEW PIE RUM IRO.) (+ OR ) CONCRETE & W000 INSTALLATIONS 0 WALL M0UN1N0S ROOK/CUJ4G MOUMW6 L + (t) L - (8) MAMMAS 0 9R1 PImSUE RATING Way oR CONCRETE & WOOD INSTALLATIONS 0 R006(/CoUNG MOUNTING L4 (8) L-(6) MWY1M DESIGN PRESSURE RATNO (Par.) (+ at ) CONCRETE INSTALLATIONS BOOR/CEILING MOUNTING OR FUOORMALL MOUNTING L + (11) L - (8) 30 16•-0" 13.-2" 16'-0" 30 12'-3" 14•-9" 30 13'-1" 16•-0" 30 13'-2" 16.-0" 35 12'-8" 14.-10" 12'-8" 14'-10" 35 11'-9" 13'-8" 35 15'-7" 35 12.-8" 14'-10" 40 12.-3" 13'-10" 12'-3" 13'-10" 40 11'-4" 12'-9" 40 12•-2" 15•-2" 40 1Y-3" 13'-40" 45 11'-11" 13'-1" 11•-11" 13'-1" 45 11.-1" 12'-O" 45 11'-9" 14'-3" 45 11'-11" 13.-1" 50 11.-7" 12'-5" 11•-7" 12'-5" 50 10.-9" 11'-5" 50 11'-6" 13'-7" 50 11.-7" 12.-5" 55 11'-4" 11'-10" 11'-4" 11'-10" 55 1(F-11" 55 11'-3" 55 11.-2" 11'-10" 60 11•-4" 11'-0" 11.-4" 60 10'-3" 10'-5" 60 11'-0" 12'-4" 60 10.-2" 10'-11" 65 10"-10" 10'-10" 10'-7" 1 O'-10" 65 10'-0" 10'-0" 65 11'-11" 65 9'-5" 10'-1" 70 10'-6" 10'-6" 10'-2" 10'-6" 70 9,-8" 9•-8" 70 11•-5" 70 8._9" 9-4" 75 10.-1" 10'-1" 9'-10" 10.-1" 75 9.-4" 75 10'-4" 11'-1" 75 80 9'-10" W-9" 9,-7" 9'-10" 80 9'-0" 80 10'-0" 10•-9" 85 9•-6 9,_3" 85 8'-9" 85 9'-9" 10'-5" 90 90 8'-6" 90 10'-1" 95 9'-0" 95 95 9'-2" 9'-10" 100 8'-6" 8,-9" 100 8'-1" 100 W-7" 105 110 8•-4" 7•-11" 8•-4" 8•-4" 7-11" 105 110 7.-11- 7.-11" 105 9'-4" 9•-2" 115 8•-2" 8'-0" 7.-7" 115 7'-3" ®tttti 8'-11" 120 W-0" 6'-11" 7'-10" 7•_4" 120 7•-4" 6'-11" 125 7-10" 7,-0" 125 7'-3" 6'-8" LID 130 7,_8. 6.-5" 7'-6" W-9" 130 130 8,_1" 135 7.-7• 6.-2" 6'-6" 135 6'-11" 6•-2" 135 7,-9" 140 5'-11" 7'-3" 6'-3" 140 6•-10" 5'-11" 140 145 7' -3. 7'-1" 145 6'-8" 1 ® 7'-3" 150 7'-0" 5'-10" 150 iID 7-0" 155 6•-10" 155 5.-5" VID 160 165 170 6'-11" 6'-10" 6,-9. 4•-11" 6•-8" 160 165 170 6'-5" 6'-2" 5,_1" 4'-11" iD 165 170 6•-11" 6•-2" 175 8'-7" 4._9. 175 175 6'-9" 180 8'-6" 4.-8" 4'-10" 180 6•-0" 180 6'-8" 5'-10" 185 6'-5" 4'-6" 185 5'-11" 185 190 4'-5" 6'-2" 190 5•-10" 4'-5" 190 6'-8" 5-6" 195 195 5._9" 195 5.-5" 200 6•-2" 4•-2" 6'-0" 200 5'-9" 200 5'-3" 205 4.-1" 6'-0" 4.-3" 205 5•-8" 4-)1,11 At �A�5144�P NAGE/Vs 9/TE OF" Tt 00NALENO P.E SFer7SfG8M1 E/DATE 0 MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. DESIGN LOAD. * (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR F1_00R/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPA! "L+" FROM SCHEDULE GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO TIE MINIMUM DETERMINED SPAN BETWEEN "L+" AND (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEUNG MOUNDNCS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE L 1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L 1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. Ls-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L1+". "L2+ . "Lt AND 12-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. t H.V. CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5. 1t EXCEPT THAT INDIUM SHUULK SPAN "L+" OR "L-" AND MAXIMUM AS.D. DESIGN PRFS 2I5E RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UNITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64.-72 p.s.f. AND 8•-0" SPAN SEE MOUNTING I( ON SHEET 7. IL ECO INC- \ TILLIT TESTING & ENGINEERING COMPANY 6355 M.N. 36t& Sl., Ste. 305, 1,SAMNA GARDENS, ROAM 33166 Phone (306)871-1330 . Fox : (305)871-1531 e-moil: filtecOOad.vom EB-0006719 WALTER A TEJJT ,k. P.E. FLORIDA Uc. 1 44167 A.S.S.A. • SEPARATION TO GLASS REOUIREMENIS TO WITHIN FOR SHUTTERS OF BUILDING, IS 3". SCHEDULE: (1) SEE BELOW FOR MINIMUM SEPARATION GLASS SCHEDULE FOR SHUTTERS INSTALLED THE FIRST 30'-0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS INSTALLED ABOVE 30'-0" ELEVATION MEASURED AT BOTTOM OF SHUTTER MINIMUM SEPARATION TO GLASS SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS SHUTTER .SPAN • INSTAL LATION yJ/ ,S • CENCRMATES INSTALLATION W/ OPPOSING CENTGRMATGS• • • • 0RSS • 3 3hi • • • • • 4" • • rl•6.410010‘X ALLOW 3 7/1!t • • 411.• • • • s USE 2 1/2" FOR HD LOCK OR,44 • ... USS y6lyC4TED VALUES FVJR HHHHVVVV���� i 7C8S • • • (�I�AA •#IMM SEPARAIDN TO GLASSSSCHEERIU•Blo •• SHM'WONE 0 LOCKING ••• ••••.• I/inl ,K4 ••114 •• • • •S&AN••• iKKK& INSTAISATION W/ u 9�ERM CENTERMA S INSTALL-WP .)S9 / CENTERMA S4* •105" • OR IFSS 4" .;T:• 23G• •• '•• 3/1� •3105 j0 9 6X 3 i/4-sar • 3 444 • • •• USE 2 15/ 6" FOR HV IF" LACK ® W/ •4• USE 4 1/8" FOR HV "9" tOtK Ig W/ USE INDICATED VALUES FOR HV CENTERMATES. INSTALLATION LEGEND CONCRETE & MANSOR3 WOOD WALL MOUNTING A, 8, C, D, E, F, K & L. M. N. 0, P. Q. R. 5 & V. FLOOR/CEILING MOUNTING G, H, 1, 11 + J. ,iM. T, U, W & X. CO HV BLADE FLORIOA BUILDING COOE(High Velocity Hurricane Zone; American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 ® 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. NINTOW HATE REV.Ne DESCRIPTION OATS DRAWN DT: ALL OLD 11-193 J4/10/15 RATE: 04/10/15 4 DRAWING No 15-080 5 SHEET 11 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. DESIGN NEGAINE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SET MOUNTINGS A, B, C, D MD F ON SHEET 6) SPAII (It) POURED CONCRETE (A)WALL HEAV/ MOUNt1NG WALL HEMQj.,MOUNtWG ®WALL HEADER MOUNTING ()WALL SILL IKOUNi1NC . (D)WALL IL KOUNDNG 0C & ©WMW tinNADER/SILL A.S.D.AD. DESN94 NEGATVE LOAD ('d) ASD. DESIGN NEGATIVE LOAD .8 (e AS D. DESIGN NEGAIVE LOAD (oaf) ASS. DESIGN NEGATIVE LOAD ... A.S.D.11ES1GN NEGATT9IVELOAD (psf) A.S 0. DESIGN NEGATIVE LOAD 30 40 60 75 90 120 180 205 30 40 60 75 90 120 160 205 30. 40 60 75 90 120 160 205 30 40 60 75 90 120 180 205 30 40 60 75 90 120 160 205 30 40 50 75 90 120 160 205 i0R 0�� • 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 8 8 14 12 10 9 8 6 - 14 12 10 9 6 8 8 5.5 B 8r El 8 8 7 5.5 14 12 10 9 8 8 6 5 14 12 10 9 8 8 6 6 14 12 10 0 8 8 6 8 14 12 10 9 8 -8 8 6 3 14 12 10 9 8 8 6 6 8 8 8 6 8 8 8 6.5 14 12 10 9 8 8 5 6 14 12 10 9 8 6 6 6 14 12 10 9 8 8 8 8 14 12 10 9 8 6 6 - 14 12 10 9 8 8 6 6 8 8 B 8 8 8 8 7 4• 0. 14 12 10 9 8 8 8 4 14 12 10 9 8 8 8 6 14 12 10 9 6 8 6 8 14 12 10 8 6 7 - - 14 12 10 9 8 7 5.5 - 8 e 6 8 8 7 5.5 4 14 12 10 9 8 6 4.5 - 14 12 10 9 8 8 8 4 14 12 10 9 8 8 6 8 14 12 10 9 8 8 - - 14 12 10 9 8 8 6 - 8 8 8 6 8 8 6.5 5 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 6 14 12 10 9 8 8 - - 14 12 10 9 8 8 6- 8 8 8 8 8 8 7 5.5 5• O. 14 12 10 9 8 8 45 - 14 12 10 9 8 8 8 3.5 14 12 10 9 8 8 6. 6 14 12 10 9 7.5 - - - 14 12 10 9 75 55 - - 8 8 8 8 7.5 5.5 4 3 14 12 10 9 8 55 - - 14 12 10 9 8 6 43 - 14 12 10 9 8 8 8 5 14 12 10 9 8 3 - - 14 12 10 9 8 7 - - 8 8 8 8 e 7 5 4 14 12 10 9 8 8 4 - 14 12 10 9 8 8 6 35 14 12 10 9 8 8 6 - 6 14 12 10 9 8 - - - 14 12 10 9 8 7.5 - - e 8 8 8 6 7.5 5.5 4 6; O• 14 12 10 9 8 53 3 -' 14 12 10 9 8 8 4.5- 14 12 10 9 8 8 6 6 14 12 9.5 75 4 - - - 14 12 0.5 7.5 6.5-3.5 - - 8 8 8 75 6.5 4.5 3.5 - 14 12 10 9 8 3 - - 14 12 10 9 8 8 - - 14 12 10 9 8 8 5.5 3.5 14 12 10 9 4.5 - - - 14 12 10 9 75 4 - - B 8 8 8 7.5 55 4 3 14 12 10 0 8 5 - - 14 12 10 0 8 8 4 - 14 12 10 9 8 8 6 55 14 12 10 9 5 - - - 14 12 10 9 8 4.5 - - 8 8 8 8 8 6 45 - 7•-0• 14 12 ID 9 8 4 - - 14 12 10 9 8 65 3 - 14 12 10 9 8 8 6 - 14 12 8 43 - - - - 14 12 8 65 55 - - - 8 8 8 6.5 5.5 4 3 - 14 12 10 9 45 - - - 14 12 10 9 8 4 - 14 12 10 9 8 7 4 - 14 12 10 53 - - - - 14 12 10 8 65 - - - 8 e 8 6 65 6 35 - 14 12 10 -9 75 3.75 - - 14 12 10 9 8 6 - - 14 12 10 9 8 8 6 - 14 12 10 8 - - - - 14 12 10 85 7 - - 6 8 8 8 7 5 4 - 8. O• 14 12 10 9 5.53 - - 14 12 10 9 8 4.5 - - 14 12 10 9 8 8 - - 14 11 7 - - - - - 14 7 5.5 35 - - - 8 8 7 5.5 4.5 3.5- - 14 12 10 5.5 3 - - - 14 12 10 9 8 - - - 14 12 10 9 8 5.5 - - 14 12 83 3 - - - - 14 _11 12 85 7 4 - - - 8 8 8 7 53 4 3 - 14 12 10 9 5 - - - 14 12 10 9 8 4 - - 14 12 10 9 8 8 - - 14 12 93 - - - - - 14 12 95 7S 43 - - - 8 8 8 7.5 6 4.5 - - 9, 0• 14 12 10 68 45 - - - 14 12 10 9 75 - - - 14 12 10 9 8 - - - 13 93 4 - - - - - 13 95 65 5 - - - - 138 6.5 5 4 3 - - 14 12 85 4 - - - - 14 12 10 9 4.5- - - 14 12 10 9 75 - - - 14 115 4.55 - - - - - 14 11.5 7 6 - - - - 8 8 7.5 6 5 4 - - 14 12 10 6 4 - - - 14 12 10 9 7 - - - 14 12 10 9 8 - - - 14 12 5 - - - - 14 12 8 85 - - - - 8 8 8 8.5 55 4 - - 10• 0. 14 12 95 5 3.5- - - 14 12 10 9 55 - - - 14 12 10 9 8 - - - 115 83 - - - - - - 113 8.5 - - - - - B 8 5.5 4.5 3.5 - - - 14 12 55 3 - - - - 14 12 10 6 3 - - - 14 12 10 9 6 - - - 14 105 3 - - - - - 14 105 7 3.5 - - - - 8 8 7 5.5 45 3.5 - - 14 12 9 45 3 - - - 14 12 10 9 5 - - - 14 12 10 9 8 - - - 14 11 - - - - - - 14 11 7.5 - - - - - 8 8 75 6 5 - - - 11• 0. 14 12 7 - - - - 14 12 10 - - - - - 14 12 10 -. - - - - 105 6 - - - - - - 10.5 8 5 - - - - - 8 8 5 4 3.5 - - _ 14 12 4 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 125 93 - - - - - - 125 95 6 - - - - - 8 8 6 5 4 3 - 14 12 63 - - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 133 10 - - - - - - 14 10 7 - - - - - 8 8 7 55 4.5 - - - 12• O. 14 12 5.5- - - - - 14 . 12 10 - - - - - 14 12 10 - - - - - 95 7 - - - - - - 95 7 3.5- - - - - 8 7 4.5 3 - - - 14 12 3 - - - - - 14 12 8 - - - - - 14 12 10 - - - - - 113 85 - - - - - - 11.5 8.5 4 - - ' - - 8 6 55 45 4 - - - 14 12 5 - - - - - 14 12 1D - - - - - 14 12 10 - - - - -Th25 9.5 - - - - - -'I35 95 43 - - - - - 8 8 8 5 4 - - 13, 0. 14 12- 14 10- 14 12 - - - - - - 14 12 - - - - -- 14• - - 14 7 - - - - - - 14 12 - - - - - - 14 12 - -- 14 1.15 - - - - - - 14 12 - - - -- 15• 0• 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ _ µ _ _ _ _ _ _ _ 7.5 _ _ _ _ _ _ _ 7.5 _ _ _ _ _ - - 7S 5.5 3S 3 _ _ _ - 14 _ - _ _ _ _ _ 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ _ g _ - _ _ _ _ _ 6 - _ _ _ _ _ _ B 7 45 3.5 3 - _ - 14 _ _ - _ - _ _ 14 _ _ _ _ - _ _ 14 _ _ _ _ _ _ _ 10 _ _ _ _ _ _ _ tp _ _ _ _ _ _ _ 8 7.5 5 4 - - _ - 18• 0• 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 7 _ _ _ _ _ _ 7 _ _ _ _ _ _ _ 7 55 3S _ _ _ _ _ * � "./sv of ! 4SS/ONAt P.E. SEA{J20M11JRE/DATE IL E C O INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361A 9L, Ste. 305, AROMA GN DERS, RONDA 33188 Phone (305)871-1530 . Fez : (305)871-1531 e-mat titteco•ooLcom EB-0006719 WN.TER A TIJ.JT Jr. P.E. FLORIDA tie. / 44187 ANCHORS SPACING LEGEND TAPCON WITT1 ADVANCED THREADFORM TECHNOLOGY BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13: • • • • • •• 9 • • • • �� E •I•• -• • • •• •• • • • • • • • • • • •• • • • • • • • • • •••• • • • • • • • 7I S 0FF'Ll1f ' Pol ON k 19 • • • • • • • • • • • •• • • •• • • (1) HV BLADE OR (1) HV BLADE W/ 1� HV WINDOW BLADE WORKING IN UNISON A.S.S.A. • 4 FLORIDA BUILDING CODE(High Velocity Hurricane Zone', American Shutter Systems Association. Inc. 4268 West Roads Drive West Palm Beach. FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 ® 2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System H.V. MADE f1 W/ OR W/O H.V. WINDOW 9.ADE REV.N4 DESCRIPTION DATE DRAWN LAY: ILL OLD 11-193 94/10/15 DATE 04/10/15 2 4 DRAWING No 15-080 SHEET 12 OF 20 MAXIMUM ANCHOR* SPACING (Ina SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D. =CAN NEG)M LOAD AND A CORRESPONDING MOWING TYPE FOR nnitroirjticru law (SHE MDIJN196S 6 G. & H ON SlEEIS 6 & 7) W1016w SPAN ( POURED CONCRETE QE WALL SILL MOUNTING ©CEILING MOUNTING pH FLOOR MOUNTING ASD. DESIGN NECATNE LOAD (pst) A.S.D. DESIGN NEGATIVE LOAD (pa() AS.D. DESIGN NEGATIVE LOAD (psf) 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 OR LESS 14 12 10 9 8 8 6 55 14 12 10 9 8 8 6 6 14 12 10 9 8 8 8 6 - - - - 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 0 8 8 8 5 14 12 10 9 8 8 6 7 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 6 14 12 10 9 8 7 55 33 14 12 10 9 8 6 6 8 14 12 10 9 8 8 6 5 14 12 10 9 8 6 6 4 14 12 -10 9 8 6 6 4.5 14 12 10 9 6 6 4 3S M14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 4.5 5' 0. 14 12 10 9 7.5 55 3.3 - 14 12 10 9 8 8 6 5 14 12 10 9 8 7 53 4 _ 14 12 10 9 6 7 4 - 14 12 10 9 8 6.5 5 3.5 14 12 10 8 8.5 5 35 3 14 12 10 0 8 7.5 4.5 - 14 12 10 9 8 8 6 4.5 14 12 10 9 8 6 43 3.75 14 12 95 75 6.5 4.5 - - 14 12 10 9 8 7.5 5.5 4 /4 12 10 9 8 6 4.5 33 14 12 10 9 8 0,5 5 35 14 12 10 9 7.5 5.5 3 - 14 12 10 • 85 7 55 4 3 14 12 8 65 55 4 3 14 12 10 9 8 6 - - 14 12 10 9 8 6.5 5 3.75 14 12 10 83 8 5 4 - 7• 0' 14 12 8 6.5 5.5 3 - - 14 12. 10 9 8 6.5 43 3.5 14 12 -12 10 8 7 5 3.5 3 - - - - - - - - 14 10 9 7.5 55 4 3 14 12 10 8 6.5 4 - - 14 12 9 75 6 45 33 - 14 10.5 7 5.5 4.5 35 - 14 12 10 85 7 4 - - 14 12 10 9 7.5 5.5 4 - 14 02 9 7 7.5 4.5 - - 8, 0' 14 11 7 5.5 45 - - - 14 12 10 9 75 53 4 - 14 12 9 7 6 4.5 3 - - - - - - - - - - - - - - - - - 14 12 10 6 a5 5 7S _ 14 12 8.5 7 5.5 3 - - 14 12 8 6.5 5.54 3 - 125 95 6 5 4 3 14 12 95 7.5 6 - - - 14 12 95 8 85 5 - - 14 12 8 6 8.5 4 - - 9,-0' 13 95 6.5 5 3.5 - - - 14 12 10 8 65 5 - - 14 12 8 6.5 5 4 - - - 14 115 7.5 6 4 - - - 14 11 7 5.5 5 35 - - 11 8 5.54.53.5 - - - 14 12 8 65 45 - - - 14 12 85 7 5.5 4 - - 14 105 7 5.5 8 4.5 - - 10' 11.5 8.5 5.5 4 - - - - 14 12 9 7 6 4,5 - - 14 11 7 5.5 4S 3.3 - - 8 6 5 4 - 14 10.5 7 5 3S - - - 13 93 6.5 5 4 3 - - 10 75 5 4 3 - - 14 11 7.5 55 - - - - 14 115 9 6 5 4 - - 12.5 9S 6 5 4 4 - - 11' 10.5 8 5 - - - - - 14 12 8 6.5 55 4 - - 13 10 63 5 4 3 - - - - - - 14 105 7 5.5 45 35 - - 125 9.5 5 - - - - - 12 9 8 4.5 4 3 - - 9 7 4.53.5 3 - - 14 10 7 - - - - - 14 10.5 7 5,5 45 - - - 115 5.5 5.5 4.5 3.75 - - - 12 95 7 43 - - - - - 14 11.5 7.5 8 5 - - - 12 9 6 45 4 - - - 115 5.54.5 - - - - - 11 8 5.54 3.5 - - - 8 6 4 3 - - - 13.5 95 6 - - - - - 13 05 8.5 5 4 - - - 10.5 6 5 4 - - - - 13 9 6.5 - - - - - - 14 10.5 7 55 4.5 - - - 11 8.5 5.5 4.5 3.5 - - - - - 10 75 5 4 3 -- - 7.5 5.5 4 3 - _ - 125 85 - - - - - - 12 9 6 43 4 - - - 9.5 7 5 4 - - - - I a. O' 8 6 _ - _ _ _ - 13 93 65 5 - - - - 103 7.5 5 4 - - - - - _ 11 8.5 55 45 9 7 4.5 3.5- - - 7 5 35 3 - - - - 115 6 - - - - - - 11 8 55 45 ,- - - - 9 •a5 45 - - - - - 15'9 7S- 76' 7 _ _ _ TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ • SEE LAILTATTONS OF USE FOR MADE On SLEET 19 BLADE WORKING IN UNISON • *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHAD. BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE (Min. fc = 3 Sal) - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED 8Y I.T.W. BUILDEX. (Min. Cc - 3 1mI) - 1/4'0 x 3/4' ALL POINTS SOUS -SET ANCHORS, /5 DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. Cc = 3 Imi) - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, NC. (Min. re = 2 kei) - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC.. AND DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY OR ANY °THEFT APPROVED UCENSFD OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHIN iLK SYSTEMS ASSOCIATION. INC. (Min. re - 3 KM) NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCE) THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4'. AND FOR BWE TAP W/ CAP ANCHORS IS 1 1/2'. A2) MINIMUM EMBEDMENT OF 1/4'e x 3/4" ALL POINTS S00D-SET ANCHORS SHALL BE 7/8' IMO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO. SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG k6NIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH N0 STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR 0Fs WITH OR WITHOUT METAL STUDS 0NSULT4HIS ENGINEER FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 254 • • • (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) • • • - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED B!'T.W. BDTLDEX. • • • • - 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCR T SPECIALTY CCM4 6 i • • - 1/4'0 BWE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS iRC. - 1/4'0 TA'PER+ ANCHORS AS MANUFACTURED L7Y POWERS FASTENERS. INC., AND OI51RI J (:Il�� POINTS SCREW. .0OLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AIIHORIZED VENDOR REGISTERED W11T1 THE CAN SHUTTER S0STETAS ASS0ClA1 .C..NC• � • NOTES: • • • • • • • 13.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/ CAP ANCHORS ANO•T'PPE+•AOOHORS ISMI, •4•A1S TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. •40 • B.2) MINIMUM EMBEDMENT OF 1/4'9 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL Eft TATILLIIPABEDDED IRO 1HECONCRETE BL8101.418 • EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW 4S,WU4L BE 1 1/2• IS>1•M1INIIIUM SHOULD STUCCO EXIST, AND 1' INIMUM FOR WAILS WITH NO STUCCO. • B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VEIN D ON THE EX151110 WALL OR FLOOR. • ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAD ALL FIA . ANCHORAGE SHALL BE AS INDICATED ON• NOTES 8.1) & 13.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING 0R ETES WITH OR OUT AL STUDS1ONSUL1•THIS ENGINEg.• •• • FOR INSTALLATION INTO ETFS WITH METAL STUDS SEE SHEET 28A. • • • • (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPRIT -WAS 8 THE ANCHOR'S MANUFACTURER.• • (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELADONSHIP FOR ANCHORS. • • EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: FOR E. D. LESS THAN THE INDICATED, REDUCE FOLLOWING FACTORS SPACING INDICATED FOR EACH ANCHOR TYPE. MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINMUM ACTUEDGEl. MINCE ED. FACTOR TACON W/ ADVANCED IHRDoFDRY 1ECR AU_ POINT SOUO SET BLUE TAP W/ CAP TMAP MIN. SPACING LNG 3' 4' MIN. SPACING - 3 1/2' MN. SPACING = 3' 3 3/4' 4' P0UED 0O97EIE TIN EIl•31 /� CAMDETE arcs Lf1 ED..2 1/2'CONCRETE POURET) CONGRE1E & BLOCK MN T:A•3 1/2' POURED CONCRETE & CONCRETE BLOCK Lam E0.3' KUM COPCRETE MN EIl•31/Y CON3EIE BLOCK MN ED.21/2' 3' 0.90 1.0 0.78 1.0 0.84 1.0 2 1/2' 0.81 1.0 - - 0.67 1.0 2' 0.71 - - - 0.51 - 1 3/4' a.e0wia oe» - _ - 0.43 - 1 1/2' - - - - 0.35 Fl.ORIpA BUILDING CODE(High Velocity Hurricone Zone 9 9 IL E C O INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.M. 36tn. St. Ste. 305. VK&1NIA comers. FL0004 3316E Phone : (305)871-1530 . Fox : (305)871-1531 e- l: UReco•ael.com 68-0006719 WALTER A RIN Jr. P.E. FLORIDA Lie. / 44167 &SUST.A. American Shutter Systems Association, Inc. 4268 West Roods Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 ® 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System N.V. BLADE 11 W/ OR W/O ETV. 0MPWN' BLADE REV.No DESCRIPTION DATE DRAWN BY: M.L OLD 11-193 D4/10/15 CATE: 04/10/15 DRAWING No 15-080 SHEET 13 OF 20 MAXIMUM ANCHOR* SPACING On,) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE MOUNTINGS L J, K 8: L ON SHEET 7) MV•Al& ft) ( POURED CONCRETE U WALK 110 • 1 TRENCH JQRANGUARD MOUNT1NG ©WALL,/FLOOR MOUNTING ®WALL/WAIJ( OVER MOUNTING ASD.DESIGN NEGAINE LOAD (par) ASD.DESIp4 NEOATNE LOAD (psi) A.S.0.24017! NEGATIVE LOAD (oaf) AS.D.DESIGN NEOATNE LOAD (penfU 30 40 60 75 90 120 160 205 b 40 60 75 90 120 180 205 30 40 oD 75 90 120 160 205 30 40 60 75 90 120 teo 205 3-0• DR LESS 14 12 10 9 8 6 6 6 12 12 12 12 12 115 85 65 7 7 7 7 7 7 7 55 5 5 5 5 5- 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 12 95 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 8 12 12 12 12 10.5 8 8 4.5 7 7 7 7 7 7 7 65 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 4, 0. 14 12 10 9 5 8 6 8 12 12 12 12 11.5 6.5 65 5 7 7 7 '7 7 7 5.5 4 5 5 5 5 5 5 5 4 14 12 10 9 5 8 8 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 8 6 12 12 12 9.5 5 6 4.5 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 5, 0• 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 5 5 5 4 3 14 12 10 9 6 8 6 8 12 12 12 12 10 7.5 5.54 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 6 8 8 8 12 12 9.5 75 6 45 3.5 - 7 7 7 7 7 7 5 35 5 5 5 5 5 5 5 4 14 12 10 9 8 8 6 6 12 12 12 9.5 8 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 6, 0• 14 12 10 9 5 8 8 6 12 12 )15 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - 14 12 10 9 8 8 8 6 12 12 12 10 8 8 4.535 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 '8 6 8 12 12 6 6 5 4 3 - 7 7 7 7 7 55 4 - 5 5 5 5 5 5 4 3 14 12 10 9 8 8 8 6 12 12 10 8 6.5 5 3.75 - 7 7 7 7 7 6 45 - 5 5 5 5 5 5 4.5 - 7, 0. 14 12 10 9 8 8 6 8 12 12 10 8 65 5 35 - 7 7 7 6.5 55 4 - - 5 5 5 5 5 4. 3 - 14 12 10 9 8 8 8 6 12 12 12 85 7 5 4 3: 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 10 65 5 45 3 - - 7 7 7 7 65 5 3 - 5 5 5 5 5 5 3.5 3 14 12 10 9 8 8 6 6 12 12 65 7 55 4 - - 7 7 7 7 7 5- - 5 5 5 5 5 5 4 - 8, 0. 14 12 10 9 8 8 6 - 12 12 85 7 5.5 4 3 - 7 7 7 5.5 4.5 3 - - 5 5 5 5 4.5 35 - - 14 12 10 9 8 8 6 - 12 12 105 75 6 45 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 14 12 10 9 8 5 8 - 12 9 8 4.5 4 3 -- 7 7 7 7 55 4 - - 5 5 5 5 5 4 3 - 14 12 10 9 8 8 e - 12 11 75 11 5 J1.75 - - 7 7 7 7.5 6 4.5 - - 5 5 5 5 5 4.5 - - 9, 0. 14 12 10 9 8 5 - - 12 115 75 6 5 3.5 - - 7 7 5.5 5 4 - - - 5 5 5 5 4 3 - - 14 12 10 9 8 8 - - 12 12 95 65 55 4 3 - 7 7 7 7 7 7 8 3 5 5 5 5 5 5 5 5 14 12 10 9 8 8 - - 0.5 8 5 4 35 - - - 7 7 7 8 5 3.5 - - 5 5 5 5 5 4 3 - 14 12 10 9 8 8 - - 12 10 85 5 45 - - - 7 7 7 5.5 55 - - - 5 5' 5 5 5 4 - - 10, 0. • 14 12 10. 9 8 8 - - 12 10.5 7 5.5 4.5 3.5 - - 7 7 5.5 4.5 3.5 - - - 5 5 5 4.5 3.5 - - - 14 12 10 9 8 8. - -. 12 11 85 6 5 3.5- - 7 7 7 7' 7 7 4.5 - 5 5 5 5 5 5 5 4.5. 14 12 10 9 8 8 - - 9.5 7 45 3.5 3 - - - 7 7 7 5.5 4.5 - - - 5 5 5 5 45 35 - - 14 12 10 9 8 8 - - 12 9 8 5 4 - - - 7 7 7 6 5 - - - 5 5 5 45 5 - - - 11,-0. 14 12 10 9 8 8 - - 12 95 6 5, 4 3 - - 7 7 5 4 3 - - - 5 5 5 4 35 - - - 14 12 10 9 8 8 -- 12 10 7 5.5 4.5 - 7 7 7 7 7 7 3.5 - 5 5 5 5 5 5 5 4 14 12 10 9 8 8 - - 85 85 4 35 3 - - - 7 7 8 5 ♦ - - - 5 5 5 5 4 3 - - 14 12 10 9 8 8 - - 11 8 55 4 - - - - 7 7 7 5.5 45 - - - 5 5 5 5 4.5 - - - 12, 0. 14 12 10 9 8 - - - 15 85 55 45 35 - - - 7 7 45 3.5 - - - - 5 5 45 35 3 - - - 14 12. 10 9 8 - - - 12 95 65 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 3.5 14 12 10. 9 8 - - - 8 6 4 '3 - - - - 7 7 55 4.5 3.5 - - - 5 5 5 45 4 3 - - 14 12 10 9 8 - - - 10 75 5 4 - - - - 7 7 6 5 - - - - 5 5 5 5 4 - - - 13,-0. 14 12 10 9 6 - - - 0.5 8 5 4 35 - - - 7 fly 45 3.5 - - - - 5 5 45 35 3 - - - 14 12 10 9 8 - - - 15 85 6 4.53.5 3 - - 7 7 7 7 7 4-5- - 5 5 5 5 5 5 4.53.5 14 12 10 9 5 - - - 7 55 15 3 - - - - 7 7 5 4 3 - - - 5 5 5 4 3 - - - 14 12 10 9 8 - - - 9 7 4,5 3.75 - - - - 7 7 55 4.5 - - - - 5 5 5 45 4 - - -- T4,-0. 14 12 10 9 - - - - 10 75 5 4 3 14 12 10 9 - - - - 05 8 5.5 3.5- - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 - - - - 6.5 5 3 - - - - 7 7 5 15 - - - - 5 5 5 4 - -.- 14 12 10 9 - - - - 8.5 85 4 - - - - - 7 7 5 4 - - - - 5 5 5 4 - - - - 15,-0. 14 12' 10 - - - - - 9 7 4.5 35 3 - - - 7 55 35 - - - - - 5 5 3.5 3 - - - - 14 12 10 - - - - - 10. 75 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 12 10 - - - •- - 6 45 3 - - - - - 7 7 45 3 - - - - 5 5 4.5 3.5 - - - - 14 12 10 - - - - - 8 6 4 - - - - - 7 7 5 - -- 16, 0. 14 12 10 - - 14 12 10 - - - - - 9.5 7 4.53.53.53 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 4.5 3 - 14 12 10 - - - - - • 6 45 3 - - - - - 7 `/ N/ h - - - 5 5 4 3.5 - - - - 14 12 to - - - - - 75 5.5 - - - - - JL84Z rt.51n4" t- - - 5 5 4.5 - - - - - le Vs v- fA4'* (o:ki • t(1Z ` ., 1/sr €r F E� S�DNA' ,,�rj4 P.E. SEA./SIGNATURE/DATE IL ECO INC. ANCHORS SPACING LEGEND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 • • • • • •• • • 0 VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE • RATING & FOR SPANS PER SCHEDULE #4, SHEET 11 • • • • • • •••• • • • • • • • • • • • • •••• • • • • a • • • • • •• •• • • a • • • • • • • •• • • • • • �) HV BLADE ONLY •••'•; TILLLT TESTING & ENGINEERING COMPANY 6355 N.W. 361R St, Ste. 305, 955*A 0*0005. f1.Ofea4 33165 Phone : (305)871-1530 . Fax : (305)871-1531 a-maD: 5lteco0ool.eom E8-0006719 • WALTER A 'MLR Jr. P.E. FLOROA Lic. a 44167 A.S.S.A. • • • • • • • • • F10RI A BUILDING CODE(High Velocity Hurricane Zone American Shutter Systems Association, Inc. 4268 West Roods Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fas: (561)209-8380 ® 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BADE #1 W/ OR W/O KV. WPWN R.ADE REV.Ne DESCRIPTION DATE DRAWN 8T: M.L OLD 11-193 34/10/15 DATE 04/10/15 2 4 DRAWING No 15-080 5 6 SHEET 14 OF 20 MfaIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE BLOCK INSTALLATIONS (SEE IROU14191GS A B. C. D AND F ON SHEET 8) SPAN 01) GONCREIE BLOCK (ORAL 5 J I�O11N11NG Q� 0WALL IL MOUNTING Of EO WALL SILL MOUNTING ©hQ WALL HEADER/SILL MOUNTING (g)WALL/FLOOR MOUNTING ©WALL/WALN OVER MOUNTING AS.D. DESIGN NECA1NE LOAD . • ASD. DESIGN NEGATIVE LOAD •-• A.S.D. DESIGN NEGATIVE LOAD AS.D. DESIGN NEGATIVE LOAD (psf) ASD. DESRYI"NEGAINE LOAD .. ASO. DESIGN NEGATIVE LOAD (pat) 30 40 60 75 90 120 160 295 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 . 0.� 14 12 10 9 e 75 - - 14 12 10 9 8 7.5 4 4 14 12 10 9 8 7.5 53 4.5 8 8 8 8 8 .5 53 43 14 12 10 9 8 73 53 - 14 12 10 9 8 73 5.5 - 14 12 10 8 8 8 - 14 12 10 9 8 e 6 6 14 12 10 9 8 8 8 33 8 8 8 8 8 8 73 6 14 12 10 0 8 8 6 3 14 12 10 9 8 8 6 6 RR9 12 �e®®®�®��8��a8 ����®�B�®®����8�®®®' B®®�B • ®�®' m®mH1T7t2ioo®®mHHmHtam®mH0®®oHHHHIJEEt Y�®B8114 4 12 NI!!i MI e®B®��®� ®� 0t� H moomtT1113H ®®®NI �NI �Ho ®®®B!®®®���®®®�®� �� �® !!!®!!!!®1!!!!!®!!!!!!!®!!�5 !! !®!!! ®1!! 57. !IlUNI noeeeoomo©mooH®mH0000mTm®HH000 .•!®!!!! !!!!® llm 5AA---!!!®!®!!!!!!!!!!�!!®®!®I 14 ®©!!! ! Hnr�eseeHHH©oolomm©00000mmH®0000 En, mn000000 mmeee�oe it OHH00000 mma0000CO in'anging:EsHomo©tae2oas,m000000mlmm00000 I'17nnl111OSSO CM VAMIneIislesl HH000000 onommool23mi�aloovl m3'T000000 mHH00000 mmolo�oo IIMII voo „ -D• ,2—o-��!!!!!!��®!!!! 13•—G-�©000NIooCUM=NI000p ®rimrGInsesse mmi men NI�Moovov1111 Ssesssohm®!!MINI m©!vloNINI �00llooEl IIDH000000 Ta000000o CI EEIC112111211:111:11:11 ITEim000000 maICE ill 0000 EZIMIIIIIIIIIIIIIII2111:111 Mel ElMENEENM(sEll Mil Tnsslnsss Ht17© LEI o00o m©00000MI NMI MIEN ENO 00000ta 000000 11:11:111=11111:11 11E1m000taoo EllU000000 11011.11C1111111111 IN 14•-0- �NI!!!!!I d8!!!! ! �!!!!!! N NI�©NI!!!! L7NI!!!!!! L;7MI!!!!!! t50-!!!!!!!!!!!!!■■■ 16.-0 m0000000®0000000®esesese�mm0000eam000 !!!!!!!!!!!!!!!1 o oom0000000 93 95 • 9 7 4.5 9.5 95 VCEIUSF l✓9? 1 �_9/ oF S',DNA..... P.E. SEAL/51GNATURE/DATE IL EC O INC. TILLIT TESTING do ENGINEERING COMPANY e355 M.•. 36G. 5t.. Ste. 305. NRGNI GARDD6, 9.0t1D4 311 ee Phone : (305)871-1530 . Fax : (305)871-1531 e-mo6: t,1teco•aol.com EB-0006719 WALTER A MDT Jr. P.E. FLORIDA Lk. a 44167 ANCHORS. SPACING LEGEND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY BLUE TAP TAPPER+ • • • • * SEE ANCHOR SPECIFICATION/ • ON :HEFT 13 • • • • • • • • • • • • • • • • • • • • • • • • • • • I E (�J ON u 9 014 SHEFEi • i9SF• • • • • • • • • • • •• • • • • • .•• • • • •• • ••� • • , • •• • (1) HV BLADE OR 10 HV BLADE W/ 1� HV WINDOW BLADE WORKING IN UNISON FLORIDA BUILDING CODE(High Velocity Hurricane Zone: A.S.S.A. American Shutter Systems Association. Inc. 4288 West Roods Drive West Palm Beach. FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 ell 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. ELIDE fi W/ GR W/O KV. NIMXW MADE REV.No DESCRIPTION DAZE DRAWN BY: M.L OLD 11-193 34/10/15 DAZE 04/10/15 3 4 DRAWING No 15-080 SHEET 14A OF 20 • MAXIMUM DESIGN PRESSURE RA11NG._ n s.f.) AND CORRESPONDING MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER- SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16 & 17). V I 3 _ T FR AT f= -PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOU714 W/ MIN. G-0.36 1/2" MIN. CDX PLYWOOD SOUTHERN No. 2 W/ MIN. G-0.55. �j ,Pg W/. SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN., G=0.36 MAx11 (n srAn (� WALL MOUNTINGS M, N, O & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS P& 0 B.O. WALL MOUNTINGS S& V B.O. WALL MOUNTINGS S& V B.O. WALL MOUNTINGS S& V A521® R9aEIl®R REXBe603.A 01no( MOE6BD M.ASIL 1611I ism RFIDH ram boon ®91 IBIaERuslt ROW (od)ASM®I 16221E PEAK 2e664.616. cell 1008E8690EAIEE6(6(6A36. ow 60116 RIME E6 jN).ASA 1636 WW2*SWIM (PO AIM 0311 ISM 1142E A96 WI Am 63600228.8,1Sac 54) 30 40 60 75 90 105 30 40 60 75 90. 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40,60 75 SO 105 30 4p 60 75 90 105 4 • 3.-1). OR LESS 12 10 10 9 8 8 6 6 6 6 6. 6' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6, 6 8 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12.12612.12 12 12 12 •IZ 12 12 12 •• 4.-0' 12 10 10 9 8 8 6 6 8 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9. 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 iZy2 12• 12 12 1 If42 12 5•_0" 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7. 6 6 6 6- 6 5 6 5 4 4. 4 3 12 12 12 12 12 12 12 12 11412z42• 12 12 1 .111102 10.5 1 6'-0" 12 10 10 9 8 6.5 6 6 8 6 6.5 4.5 12 10 10 9 8 5 6 6 6 5.5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 -3.5 - 12 12 12 12 12 12 12 12 12 12.12 12 12 12 12 12 10 8.5 I 7'-0' 12 10 10 9 8.5 4 6 6 6 5.5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 •2or .•2• W? •10.5 12 12 12 60.5 5.5 7.5 • 8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 4.5 3.5 3 12 10 10 4 - - 6 6 5 4.5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1 1.5 9 7.5 6.5 • 9'-0" 12 10 10 5 3.5 - 6 6 5.5 4.5 3.5 3 12 10 9 4 - - 6 6 4.5 4 . 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 • 6 5 3.5 - - - 12 12 12 12 12 10.512 12 12 1f �8 12 1: 11 �: 435 15 5,5 10'-0" 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 8 3 - - 6 6 4 3.5 3 - 12 10 3 - - - 8 6 4 3.5 3 - 6 5 - - - - 12 12 12 12 11.5 9.5 12 12 12.11(44.5 7.5 12 14_ 9 7 . 6 5 11'-0' 12 10 5.5 - - - 6 6 4.5 - - - 12 10 4,5 - - - 6 5.5 3.5 - - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - - - . 12 12 12 12 10 8.5 12 12 12 S.5 8 7 12 12 8 6.5 5.5 4.5 • 12'-0" 12 10 4.5 - - - 6 6 4 - - - 12 10 3.5 - - - 6 5 3.5 - - - 12 10 - - - - 6 5 3.5 - - - 6 5 - - - - 12 12 12 11.5 9.5 8 12 12 •10,8651 • • 6 12 1ffi 7.5 66 5 4 13'-0' 12 10 - - - - 6 6 - - - - 12 10 - - - - 6 4.5 - - - - 12 7.5 - - - - 8 4.5 - - - - 6 4.5 - - - - 12 12 12 10.58.5 7.5 12 12 10: 6.5•5.5 12 Crtt.5 4 14.-0' 12 10 - - - - 6 5.5 - - - - 12 7 - - - - 5.5 4.5 - - - - 12 7 - - - - 5.5 4.5 - - - - 6 3 - - - - 12 12 12 9.5 8 6 12 12 reg17.54 ti 4.5 12 93 6.5 5 4 3 • 15'-0" 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - 12 12 11 9 7.5 5 12 12 /1 441,4 12 9 6 05 4. - • • 16'-O" 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 11.5 - - - - - 5 - - - - - 6 _- - - - - - 12 12 10.5 8.5 8.5 4 12 12 . 6.5 5 .3 11.58.5 5.5 0" 4.5 3.5 • - • • • • • • • • • •• • • • • • • • • (0 HV BLADE OR 10 HV• BLADE W/ • • HV WINDOW BLADE WORKING IN UNISON. • SEE U14TA50NS OF USE 100 BODE (Iy ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: W00D SUBSTRATES. 1. ANCHORS TO WALL. R00R 0R SCUD WOOD SCIFRT SHALL BE AS FTXLOWS: 3. SUBSTRATE SHALL CONSIST OF THE FOIl.W'B1G: -SOUTHERN PINE. No. 2 W/ C=0.55 (14.0S) - 1/4"4 TAPCON ANCHORS, AS MANUFACNRED BY I.T.W. BLIILDE% W/ MINIMUM EMBEDMENT AS INDICATED AT -D00G AS FIR W/ 0-0.50 (N.DS.) EACH SECTION ON SHEETS 16 & 17. -SPRUCE PINE FIR NORTH W/ G-0.43 (N.OS.) E7(CEPTOtt SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/ G=0.36 (NOS.) -MN. 1/2' COX PL750000 (1986 APA) 2. ANCHORS TO HOLLOW CEILING SWILL BE. AS PER MOl1NONG TYPE U. SHEET 17 AND SHALL CONSIST OF .. LAC SCREWS AS PER NOS 2012 SPECIFICATIONS. 4. ANCHORS SIMLL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. N,,AA41A ,, Hi h VelocityHurricane Zone` r°?OR A 7j/. FLORIDA BUILIEG CODE(High < to ..a. ..••• -/T=' Ot .. VCEKs'' % % i ir /3 � lEI Ca, %. AID0. "' t�, •' �., 44 i EST' ............... __ -,(� .4 S�ONAL E I,,H1 --- 11 P.E. SFAI /S�G'F%{111HE/DATE . AS S Q American Shutter Systems Association. Inc. 4268 West Roods Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 0 2015 EASTERN METAL SUPPLY. INC. • BERTHA HVTM • Accordion Shutter System N.V. EILADE #1 W/ OR W/O I{V WNDUV BLADE ' I L E C O I Nc . TIWT TESTING & ENGINEERING COMPANY 5355 N.W. 3aR. St.„ See. am WRaNA CARDERS. ELORDA 33164 Phase : .Fox : 3o5)Jn1-1331 (305)871-1530( .-n, is eTLeeooaa.a9.n EB-0006719 WKTER A 11WT Jr. P.E. FLORDA Lic. A 44167 REY.N. OFSCRIPHoN DATE DRAWN BY: NL 1 \�� ow 11-143 34/10/15 DATe 04/10/15 • 2 DRAWING No OO 4 1 5-OOU 5 - SHEET 6 - 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD MAX. SHUTTER SPAN L+ LIMITED TO 105.0 psf. DESIGN PRESSURE 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) EXISTING ®HV WALL HEADER INSTALLATION EXISTING GLASS--1 MIN. SEPARATION 2Hx4" CONT. TO GLASS WOOD PLATE (SEE SCHEDULE REQ'D. ON SHEET 11) 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/2' Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 15) 1/2' MN. CDX PLYWOOD REQ'D. G MN. 2'x4 STUDS 0 16' O.C. MAX. REO'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.D.C. © HV WALL SILL INSTALLATION OR ®• 2'x4' CONT. WOOD PLATE REQ'0. EXISTING GLASS--1 BUILDINGS FOR 10 HV & ® HV ♦ BLADES (AS APPLICABLE) OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE ONLY SHALL BE A.S.D. DESIGN PRESSURE RATING. SEE SHEET 9 FOR MAX SPAN & A.S.D. RATING FOR INSTALLATION WITH BLADE 10 & /4 WORKING IN UNISON 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) OR@ I ��oPn onA1 WALL FlNISH EXISTING MIN. 2'x4' W000 HEADER REOU1RED MIN. SEPARATION TO 15 ASS (SEE SCHEDULE ON SHEET 11) r _"- 1/4"0-20x3/4' S.S. MACHINE SCREWS FE W/ 1/4'-20 NUTS 0 12' O.C. ON }IV WALL HEADER INSTALLATION. ETI MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) IM MACHINCRE" S.S. uMACHINEE SCREWS W/ -" - — 1/4"-20 NUTS 0 12' O.C_ If'/ OR I\ it lllll COSTING MIN. 2'x4' STUDS 0 16" O.C. MAX. REO'D. PLYWOOD TO 0E ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. Ejeee/Ij ,, 1/2' MIN. COX PLYWOOD RECD. 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/2' Min. PENETRATION OF THREADED AREA IMO PLYWOOD. (SEE SCHEDULE ON SHEET 15) ALL FlNSH O 2"x4" CONT. SILL PLATE REO'D 11--SEE SHEET 4 FOR TYPICAL SHUIIER ASSEMBLY. 2—MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT AM' INSTALLATION. • SEE LIMITATIONS OF USE OF BLADE 1A ON SHEET 19) Er1��E J1..ALL SILL INSTALLATION / IL ECOINC. \ 44 of • (� •�I TILLIT TESTING & ENGINEERING COMPANY •''�ORICI A_. 6355 .361h. St. Si..SU. 305. MONA GARDENS. 95A 33169 - /� NW. Phone : (305)871-1530 . Fax : (305)871-1531 • Vf 4�L t* '4 NRono,n ec000l. ........P41E4 WALTER®A6 LL19 Jr. P.E. FLOROA Lk. % 44167 P.E. SF4I/SIGNATURE/DATE IXISTING MN. $DWVAIQJ TO (LASS (SEE I-- 11RArS92210.1E ON (1yW0 EXI511NG I ON SHEET 19 tR RADE503 WALL 61NISH • • • • • • R .: lirlir111,4.‘i ▪ • BilkI•OF THRETAFtON WRFIADVANCED• •THREADFO(e�• a.pENIlGY• • W/1 Min. PENETRATION M OVADTTI1 THREADED W000 PLATE • •••(SEESCYF•WEYEET 15) • HV wag.? Sp INSTALLATION . • • • MIN. SEPARATIO4 • CLASS (SEE OSCH EDU • LE . ON SHEET 11) 1/4'0-20n3/4• S.S. MACHINE SCREWS USING 1/4'-20 NUTS 0 12' 0.C. • • • • • • • •• R Q-- 1"Min.^ 1/4-9 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA 0 MIOWIOTH OF W000 PLATE. (SEE SCHEDULE ON SHEET 15) • •• • Or••• ® HV WALL SILL INSTALLATION FLORIDA BUILDING CODE(High Velocity Hurricane Zonei A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 0 2015 EASTERN METAL SUPPLY, INC. • BERTHA HVTM Accordion Shutter System H.V. MADE #1 W/ OR W/0 I-LV. WIWN MADE REV.N• DESCRIPTION DATE DRAWN BY: M.L OLD 11-193 )4/10/15 DATE 04/10/15 2 4 DRAWING No 15-080 SHEET 16 OF 20 • • • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR j HV & @ HV• BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE a) ONLY SHALL BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING. SEA SHEET 19. FOR MAX SPAN & WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Q & ®A WORKING IN UNISON 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. k. (SEE SCHEDULE ON SHEET 15) OPTIONAL EXISTING MIN 2"x4' EXISTIN , HEADER REO'D MIN. SEPARATION GLA55 TO CLASS (SEE SCHEDULE ON SHEET 11) 1" Min -- EQ- 1/4'0-20x3/4' S.S. PHIWPS TRUSS HEAD NE SCREWS W/ 1/4'-20 NUTS 0 12' O.C. OS HV WALL HEADER INSTALLATION 11-� SHEET 4 FOR TYPICAL SHUII0I4 ASSEMBLY. 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) R .257' Max. A EQ--EQ 1/4'0 TAPCON WITH 1' ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA 0 MIDWDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 15) HV WALL SILL INSTALLATION 1/4" Mos. OR@ 1/4"0-20x3/4" S.S. PHIWPS TRUSS HEAD MACHINE SCREWS W/ 1/4.-20 NUTS 0 12' O.C. 4'x8" (Min.) EXISTING W000 BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4'0 TAPCON WTTH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min PENETRATION OF THRF40FD AREA TO EXISTING WOOD (SEE SCHEDULE ON SHEET 15) DUSTING GLA55-1 ea 0¢ -I SO -MU EN %CET 11 FOR 9.1LEQYD all SLEET 19 TS�fl OT HV CEILING INSTALLATION I TO 9.E5 (SEE(SEE s6WAE aN E EXISTING II faR 91� I I aK 9Ffr 19 GLASSN EtAMSSC)& I ALTERNA ANCHOR LOCATION 2'x6' MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APR ICAO F 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 15) �'414�IZJ T✓9 116\ SIM OF Q • P.E�'SEN%ANA1URENATE EQ EQ 2 MIN. DGE (IF APPLICABLE) #14x3/4' S.M.S. 0 6' O.C. I OPEN HOLE AT EACH STUD TO ACCEPT 5/16'0 LAG SCREW AT CENTER OF TUBE. MTO N SDEN ASS ME0 EXISTING 7 SOECU1 ON 7 GLASS --I aN 0R 19 OR ®• I anE.s0: EXISTING WOOD TRUSSES OR RAFTER 0 24' 0.C. REWIRED • • OMEN• •(•FIT •/4' Max. T11K. • l'xcliyir CONT. ALUM. lUELi tW.W 1 7) • r © • F7((A ZtrFTER OLAC R 5 TRUSS 4'• • LOCATE LAG SCREWS 47 • • • • MIDWISIH OF DOSING�QOj� MEMBER (2' Min. NOMII¢CMO • • •W/ 2" Ian. PENETRATTIIEEN OF • •ARM& SREA. VALO FQf. • • • •INSTALLATIONS WITH 729#5f. MAX. A.S.D. DESIGN LOAD AID •.• • • •9.-0' M.0(. SPAN. THI> • • • • • • N6T41.11A00Y 15 ONLY VALID • • eFOR WOOD W/ MIN. S1E•IFIc• • GRAVITY OF 0.50 AS DOUGLAS • oR ®• FIR 0O%F�SOUTHERN PINE No. 0 • OR EQUAL • ( • • • • O}IV CEILING INSTALLATION • OR 0• 1 MIN. SEPARATION • • TO GLASS (SEE SCHEDULE ON SHEET 11) #1 Ox3/4' HEX WASHER HEAD TEK SCREWS 0 12' o.c WO HV FLOOR INSTALLATION IL ECOINC.\ TIWT TESTING & ENGINEERING COMPANY 4.]65 N.W. 3801. 5t. Sm. 305. VIRGWA GARDENS. FLORIDA 331 ea Phone (305)871-1530 . Fax : (305)871-1531 e-moi: Ulteco•od.00m EB-0006719 WALTER A. T1W1 Jr. P.E FLORIDA Lk. 1 44167 EXISTING ry ASS—) OF DECK IF APPLICABLE • SEE UMTTATIONS OF USE OF BLADE (1A)ON SHEET 19 • • • • • • • • 2"x6' MIN. WOOD DECK REQUIRED (NO FINISH MOWED) EDGE OF DECK IF APPLCABLE 1/4'0 F.N. TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED 2' MIN. --1 AREA 0 MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 15) OX HV WALK —OVER INSTALLATION FLORIDA BUILDING CODE(High Velocity Hurricane Zone, A.S.S.A. American Shutter Systems Association. Inc. 4268 West Roods Drive West Polm Beach. FL 33407 Phone: (800)432-2204 . Fox: (561)209-8380 © 2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System H.V. RIDE j11 W/ OR W/0 ITV. MON BADE REV.No OESCRIP110N DATE DRAWN BY: M.L OLD 11-193 34/10/15 DATE 04/10/15 2 4 DRAWING No 15-080 SHEET 17 OF 20 • 2'e4' MIN. WOOD STUDS (AS APPLICABLE) FINISH EXISTING GLASS SEPPPAIEN 10 GAS (SEE 'AEDLIE MI MEET 11 PER BLADE ENO CH SHEET 19 FOR BLADES m a 0-0-0.70-0--®•0/ CO. ®-o.o-©.®- 0.®•©-0.O•®- END CONNECTION DETAIL COSTING GLASS 7 2'x4' MIN. WOOD MN SFPA4la STUDS RFA'O. 10 GLASS (SE 11 FCR RACE (DA SCHEDULE CR MEET ON SHEET 19ELADESOR llili LAIM. END INSTALLATIONS O HV & 1A HV ♦ BLADES INTO 2"x4" MIN. WOOD STUDS. 1/4 s TAPC014 WRH ANCEO THRESDFORM TECHNOLOGY ITW EMILIE( ANCHORS O 6. 0.0. W/ 1 1/2' MIN T161EAOED PENETRATION INTO STUDS OR W/ M61. 1/2' THREADED PENETRATION TO 1/2' COX PLYWOOD IF N0 STUDS EXIST. 1/2' MN. COX PLYWOOD. /10e1/2' S.M.S. 016 0.C. 1/4'0 1APCON WITH ADVANCED THREAOFORM TECHNOLOGY I1W BU9LEX1 ANCHORS W/ 1 1/2' MN. THREADED PENETRATION INTO STUDS 0 12 0.C. -o-ao-®-®•®- 0•Q•©-®•®'®- 0•0-0•0-0• ®'0-®•®-®•® END CONNECTION DETAIL WALL 9NSH 1/4's TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY RV G RIDO( ANCHORS W/ 1 1/2' W. THREADED PO1TRATION ROT0 STUDS 0 12' 0.C. ///////I tg 1..�I VAMP 1/16'e3' MAX. (6063-16) CONT. ALUM. CLOSER PLATE. (LOCATE AT EONER SIDE OF©) /1041/2' S.M.S. 016 0.C. SEE OETNL X FOR SEE CONNECTION TO TRACI2S 2'x4' MIN. WOOD STUDS REQ D. —COSTING CLASS Fl rsH 1/ MIN CDX PLYWOOD. I•JiMU I I I I I 113 A CUES (sEE A21EDUE ON SLEET 1T FCR BLADE (DAM ON MEET 19 FOR etAC6 m a Dom ....a 0 O 13-0 0 6- 13'14-03'®-'0'®- 1:4-43/'®-0'� 1/2' MIN. COX P159000: END CONNECTION DETAIL ® COSTIN{-GLASSO 5- /10x /2' S.M.S. 016 0.0 //// /G' MIN. �y 2'e4' MIN. W002D STUDS REDD. 1/2' MIN. Q OR ri,..f.,*,, .A11. FN191 SEE DETAE X SIDE CONNECTION TO TRACKS 2'94' MN. WOOD STUDS RFA'D_ [COSTING GLASS IRK�SPtg0°N TO GLASS (SEE 50•ED(AE ON 9EII 11 FOR BLADE ONO ON MEET 19 TOR BLADES (Dad, 9-0-0.0.0-0'0- 0•®•48•0-43•43 END CONNECTION DETAIL ® TO SFWWMEI GLASS (SE TO SCLECULE ,i O9 DUCEWAND MR WALL 9-0-0' 0.0.044. 1NISH ®•®-®•43-0'0- ©'0'®-©'®•0- ®'®^®'®-®'® END Spit DETAIL P.E. SEAL/SIGNATURE/DATE 41 IL ECOINC.` TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36U1. St.. Ste. 305. VRGNN CADOENs. FLORIDA 33166 Phone (305)871-1530 . Fax : (305)871-1531 e-maA: tRteco•eaLeom EB-0006719 WALTER A TILT Jr. P.E. FLOROA Uc. / 44167 oR®OR J OR © MOORC4 (R© PLAN DETAIL X 1/2" MIN. COX PLYWOOD. •use 1•as r Wa w r _N dwsaf�(�•--* (I) pod/A' /A --. (5 1/411 IACW6 MI. /MOSS TO VAL AT 'roc. (I6aa¢ ArLamot Not RFC) VIEW Y SEE DETAIL X FOf. SIDE CONNECTION TO 1RACNS A.S.S.A. irarAffelffl Eririmmia P&® • W • O OR ®'�. • •"••(.��(�,_c1 •®- Yo• ®-©• <Y-1M•©- O.O. Fi'i4.R'2a •••••• ®•0 •[. •.©- 2'x4' MIN. WOOD STUDS. (AS APPLICA0LE) EXISTING GLASS MSEAYW ON TO GLASS (SE 9OPDLLE am spur 11 FTR BLADE ©AND CN SHEET 19 MR dA06• d �• • • • • • Erb CbNEIECTIOY DERAIL go • fiVilUIRED ONLY FOR SPANS NEATER THAN 12'-0' I • • • • ••• • • SEE LIMITATIONS OF USE Q: BLADE 1A ON SHEET 19 OR®OR©OR OR©ORC4 OR© • •• • FLORIDA BUILDING CODE(Hlyh Velocity Hurricane Zone; American Shutter Systems Association. Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 TO 2015 EASTERN METAL SUPPLY, INC. • BERTHA HVTFA Accordion Shutter System N.V. BLADE ft W/ OR W/0 RV. WILOV/ BADE REV.No DESCRIPTION DATE DRAWN B/: U.L. OLD 11-193 24/10/15 DATE'_ 04/10/15 2 4 DRAWING No 15-080 SHEET 18 OP 20 • • • • • FN191 SEE DETAE X SIDE CONNECTION TO TRACKS 2'94' MN. WOOD STUDS RFA'D_ [COSTING GLASS IRK�SPtg0°N TO GLASS (SEE 50•ED(AE ON 9EII 11 FOR BLADE ONO ON MEET 19 TOR BLADES (Dad, 9-0-0.0.0-0'0- 0•®•48•0-43•43 END CONNECTION DETAIL ® TO SFWWMEI GLASS (SE TO SCLECULE ,i O9 DUCEWAND MR WALL 9-0-0' 0.0.044. 1NISH ®•®-®•43-0'0- ©'0'®-©'®•0- ®'®^®'®-®'® END Spit DETAIL P.E. SEAL/SIGNATURE/DATE 41 IL ECOINC.` TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36U1. St.. Ste. 305. VRGNN CADOENs. FLORIDA 33166 Phone (305)871-1530 . Fax : (305)871-1531 e-maA: tRteco•eaLeom EB-0006719 WALTER A TILT Jr. P.E. FLOROA Uc. / 44167 oR®OR J OR © MOORC4 (R© PLAN DETAIL X 1/2" MIN. COX PLYWOOD. •use 1•as r Wa w r _N dwsaf�(�•--* (I) pod/A' /A --. (5 1/411 IACW6 MI. /MOSS TO VAL AT 'roc. (I6aa¢ ArLamot Not RFC) VIEW Y SEE DETAIL X FOf. SIDE CONNECTION TO 1RACNS A.S.S.A. irarAffelffl Eririmmia P&® • W • O OR ®'�. • •"••(.��(�,_c1 •®- Yo• ®-©• <Y-1M•©- O.O. Fi'i4.R'2a •••••• ®•0 •[. •.©- 2'x4' MIN. WOOD STUDS. (AS APPLICA0LE) EXISTING GLASS MSEAYW ON TO GLASS (SE 9OPDLLE am spur 11 FTR BLADE ©AND CN SHEET 19 MR dA06• d �• • • • • • Erb CbNEIECTIOY DERAIL go • fiVilUIRED ONLY FOR SPANS NEATER THAN 12'-0' I • • • • ••• • • SEE LIMITATIONS OF USE Q: BLADE 1A ON SHEET 19 OR®OR©OR OR©ORC4 OR© • •• • FLORIDA BUILDING CODE(Hlyh Velocity Hurricane Zone; American Shutter Systems Association. Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 TO 2015 EASTERN METAL SUPPLY, INC. • BERTHA HVTFA Accordion Shutter System N.V. BLADE ft W/ OR W/0 RV. WILOV/ BADE REV.No DESCRIPTION DATE DRAWN B/: U.L. OLD 11-193 24/10/15 DATE'_ 04/10/15 2 4 DRAWING No 15-080 SHEET 18 OP 20 • • • • • 1 Y 0 TYP. 0 0 0 0 43 0 0 `LG Q0 0 0 0 0 0 EXISTING GUASSL fl 0 0 0 0 0 0 10 0 SEE FLAN FOR REQUIREMENTS) �y TYP TOP 4 BOTTOM UNUMITED WIDTH ELEVATION CAL CENTERMATIES / -\ I, / OR�s)ANo / —�_ (SEE NOTE 4 05048) PLAN effeg 0 0 0 0 0 0 0 0 0 0 0 AM II MO MEL 0 0 0 0 0 0 0 Zo-®ceQ•) MN SPAUN1ION TO GLASS NSEE ELADECD ANO Es8r FOR BLADES & 0 TYPICAL. (1) HV BLADE WORKING IN UNp4_ Il" �HV WINDOW BLADE (jj SHUTTER* *• /eof •-• ss►ONA- P.E. SFeI /SIGNATURE/DATE IL E C O INC. TIWT TESTING & ENGINEERING COMPANY e353 N.W. 3elh. SL.. stv 305. AROMA GARDENS, FIORD% 33166 Phone : (305)871-1530 . Fo:: (305)871-1531 e-mail: 6lteoo•ed.omn 88-0006719 WALTER A. TINT Jr. P.E FLORIDA Lic. % 44167 • DEKBAT 11MRAT10NS AND coNDR10NS DF USE FOR BERTHA n HV MADE ACCORDION sturrER $Ys7Eu WORKING IN UNLSON WITH HV WINDOW BLADE & 1. MAIL A.S.D. DESIGN PRESSURE RATING +110, - 110 ps.f. 2. MAX SHURER SPAN: 96'. 3. ALLOWED MOUNTINGS: A. D. G & H ON SHEETS 6. 7: AS WELL AS MOUNTINGS M. 0, T, UM/�,&&•1W!W ON SHEETS 18 & 17. WYOUcezMuPI A sr BE IS _4U QED ONLY A VJ1. SS SIDE IN CASE OF SEO • 5. (A) HV WINDOW BLADE 6) SHALL ONLY ALLOW A MAXIMA s STINGS (re HOLES) FOR ® PER I ADE SPACINC•S SHOWN ON SHEET 4. (B) MIN. CLEARANCE FROM TOP OIl8OTTO� 4E OF I1Y YANNIVIIjDE 63( OF ANY 3'• HOLE FOR ® SHALL BE 1 • • (c) FIRST OR BLADE COMING S•1ARTERS AT ET I ANY BE EfV MAD E ADE • (0) HV WINDOW BLADE i© MUST BE TT 4diERNAIE TO A•SOUD %BLADE 7O THROUGHOUT SHUTTER'S WIDTH. • • TSHALL ALWAYS BE IRSt)tdE15 ADJACENT T8 A SOLID IN (E) FS BLADE 1 AT EITHER SIDE OF THEM. • •• (F) POLYCARBONATE HV WINDOW ®® SHALL INSTALLED S•FACE TOE INTERIOR OF THE OPE]4INS BUIIc4R0IECIE0. W WIN MUST BE LOCKED ONLY INSTALLED AND LOCKUSING A IN SETTING TOOL PROW FrY ASSA, INC. 6. SEE ANCHOR SPACING SCHETMAEIFOR INSULATIONS INTO/WOOD FAME BUILDINGS ON SHEET 15, AS UMETED BY SPAN AND DESIGN ! (SEP R0TES 1 4 2 ABOVE). • • • • • • 7. SEE ANCHOR SPACING SCHEDULE FOR•NSTAURTIONS INTNFRMIRED • CONCRETE. OR CONCRETE BLOCK WALL ON 91EETS 12 & 13 AS UMfiED%Y SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE) • • 8. MINIMUM SEPARATION 10 GLASS SCHEDULE: SHUTTER SPAN MINIMUM SEPARATION TO GLASS 96' Mao. 5' µTERNA G 4M CNOTE 4 A9OVE)EHTERMATES 2�1� W/ 1(EXTERIOR ONLY' PAM AI.S.S.A. • I• • • • •• • ••••I • • • • • FLORIDA BUILDING CODE(High Velocity Hurricane Zone' American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 ® 2015 EASTERN METAL SUPPLY, INC. • BERTHA HVTM Accordion Shutter System H.V. BLADE /1 W/ CR W/O I-LV. WW,V EUCE REV.No DESCRIPTION DATE DRAWN BY: M.L • 01D 11-193 34/10/15 DATE: 04/10/15 DRAWING No 15-080 5 SHEET 19 OF 20 • • • 'REQUIRED MINIMUM 6'a 11/2'4 0.035' THICK Mtn. ASTM A-653 GRADE 40 Min. C-60 GALV. STEEL ) METAL STAS AT 18" 0.C. EQUIRED MINIMUM 1 3/4'4 6 1/4'x 0.035' TICK Min. CONT. DALV. STEEL TRILL( CHANNEL. AST11 A-653 GRADE 40 Mtn. G-60 GALVANVEO FASTENED TO STUDS W/ (2) #641/2' TEK SCREWS ON INTERIOR & EXTERIOR FACE W 0 8' 0.C. EXISTING GLASS REQUIRED MINIMUM 1 3/4'x 6 1/45t 0.035' THICK Min. CONT. CALV. STEEL TRACK CHANNEL,] ASTM A-853 GRADE 40 Min. G-60 GALVANZED FASTENED TO STUDS W/ (2) }6x1/2' TEK SCREWS ON 1 \INTERIOR & EXTERIOR FACE ligni4 REQUIRED MNII4UM /6'4 1 1 0.035" THICK Mh.ASIM A-653 GRADE 40 Min. G-60 CALV. STEEL METAL. SKIDS AT,, 16' 0.C. (Cont.) HVA w EXISTING FINISH. AS APPLICABLE MIN. SEPARATION TO GLASS (SEE SCHEDULE) 0 6.0.C. 1" Min. [STING FINISH AS APPLICABLE INSTALLATIONS W/ 1� HV BLADE & HV CENTERMATES INTO METAL STUD WALLS * 475" 6 0.C. WALL HEADER/SILL INSTALLATION t * GENERAL LIMIT ONS AND CONDITIONS OF USE FOR BERTHA Q HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 p.s.f. 2. MAX. SHUTTER SPAN: :�84" 3. ALLOWED MOUNTING:ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ (24} HV LOCK ARE ALLOWED WITH 21 AR GED A METRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. ** BLADE SLACK DETAIL HVF IS VALID ALSO FOR CENTERMATE 21 APPLICATION WITH BLADE 0 L EXISTING GALS SYMMETRYCAL CENTERMATES W/1 EXTERIOR ACCESS SIDE: MN. SEPARATQ4 10 GLASS W/ 1490E LOLL( (SEE SIMILE) 3 1/4' (TYP.)--6 l/2• (TYP) SEPARATION TO GLASS SCHEDULE MINIMUM SEPARATION TO GLASS 3 1/4" EXISRNG FINISH AS APPLICABLE (TYP. TOP & BOTTOM) 010 nQe SYMMETRYCAL CENTERMATES :.INTERIOR ACCESS SIDE — — ------T--,----1 A•a SW I tP10N TO GLA55 I IN (6- n. W/ OUI90E IDOC (S[E 93FDUE) �► '� re n►, OY" its 7" 0y0'''41 -AURE SLACK DETAIL HVF Jim I nw IL E C O INC. TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 3661. St, Ste. 305, VIRGINIA GARDENS, ROMA 33106 Phone (305)871-1530 . Fax : (305)871-1531 e-mail: Ulteco•ad.00m ED-0006719 WALTES A NWT Jr. P.E. FLORIDA Lia. / 44187 LAN. SEPARATIONI.NAR1ES-: TO GLASS 2' (SEE SCHEDULE).]_Max_, _•i. 6 1/2' MAX. SLACK ** A.S.S.A. • • • • • •• • • •••• • • •••• • •• •• • • is • • • -1 2.000' Max I- 083 F,L ../4"0 NOMINAL ALUMINUM SLEEVE 6063—T5 ALLOY • :10i41it11•20X3•plj 6 MUST PENETRATE 3c 1"• •••• • • • • • • • 373' n nl• • • • •,74"6-20 41wi 1/4• 0 DSO CO ►, ,1d• PRODUCTS FAB—LO COMPONENTS •• • SCALE• 3/8"= 1" • • • • 4 • • • ••••4 • • • • 1 3/Vx 6 W4'00.035• THICK Min. ONT. CJIY STEW. TRACK CI * ., • ASTM A-_653 GRADE 40 Min. G-6041 • GALVANIZED FASTENED TO STUDS • • W/ (2) /621/2' TEK SCREWS ON INIFNIOR & EXTERIOR FACE VIEW Y SIDE CONNECTION TO TRACK FLORIDA BUILDING CODE(Hlyh Velocity Hurricane Zone' • • ro • American Shutter Systems Association, Inc. 4268 West Roods Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 LOCATED AT HV HEADER/SILL ENDS ® 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. MALE $1 W/ DR WO H.V. WNDDW GLACE REV.No DESCRIPTION DATE DRAWN B1: M.L OLD 11-193 04/10/1 DATE: 04/10/15 2 3 DRAWING No 15-080 5 6 SHEET 20 OF 20 IILIECO INC. TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.L. tilteco@aol.com FL P.E. License No. 44167 FL E.B. License No. 0006719 CERTIFICATION OF INDEPENDENCE (Rule Chapter # 61G20-3) Evaluation Report #: 15-0520.01 Date: May 201h, 2015 Product Category: impact Protective System Product Subcategory: Operable Product Name: Nautilus Impact Protective Rollinci System Manufacturer Name: Expert Shutter Services, Inc. Dear Sir (Madam): This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interestin any company manufacturing or distributing products for which the reports are being issued. This is also to certify that this Florida Professional Engineer performing this evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Certificate of Independence prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). r)I//i�.yr ... ........... .. ... . . . . . .. . • . . • • • . . .. ... .. • . • .. . ... ... ... • ... • • • • . . • vai*„o'•. STa"EE OF 'w �.� • • .. • . • 6355 N.W. 36tf f''tuite 305, Miami, Florida 331Z'i6 $ pherac.00v 851-1130 - Fax (305) 871-1531 • ..... • • • • • .. .. • . • .. .. 000 . • • 000 • • GENERAL NOTES: 1. NAUTILUS IMPACT PROTECTIVE ROLLING SYSTE21 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PLED.) HAS BEN VERIFIED FOR COMPLWNCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. 2 INS PRODUCT MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE USING ASCE 7-10 AND STOLL NOT EXCEED THE MAXIMUM (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 10A, 11A, 12A, 13A, AND15 THRU 26. 1N ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-1 0 SHALL BE FIRST REDUCED TO A.S.D. DESIGN YBND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (NSD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 104 11A 12A, 13A AND 15 THRU 26. 1N ORDER TO VERIFY THAT. COMPONENTS AND ANCHORS ON THIS P.E.D. AS 1w10). WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND •LOADS WAS Mal USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D. 005. HAS BEEN_ FIED IN ACCORDANCE WITH SECTIO 1626 OF THE ABIRIS PRODUS OVE MENTIONED ANDEQUACY FOR(MPACT CODE AS PER AIAERRICAN ESISTANCETEST LAB OF SOUTH FLORIDA. REPORT # 1030.01-08 N AS PER TAS-201, TA5-202 AND TAS-203 PROTOCOLS. 3. ALL ALUMINUM EXTRUSIONS SHALT. BE 6083-T6 ALLOY (UNLESS OTHERWISE NOTED), SEE SHEET 2. 4. AU. SCREWS EXCEPT END RETENTION SCREW ©) RTO� BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 lad YIELD STRENGTH AND 9D Est TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. ALL S.D.S. ARE TEK SCREWS MANUFACTURED BY IOW BUILDS% & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 5. BOLTS TO BE AST4t A-307, GALVANIZED 0R ANSI 304 OR 318 SERIES STNNLESS STEEL WITH 38 kW MINIMUM YIELD STRENGTH. 6. THIS PRODUCT BEARS U.S. PATENTS #8,095,225 AND #7,409,980. 7, ANCHORS TO WALL FOR Q SIDE RAIL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: MIN. 3000. p.e.l. COMPRESSNE STRENGTH. -5/16'0 TAPCON XL ANCHORS AS, MANUFACTURED BY TTW BUILDER, INC. -3/8'0 1(WIK BOLT 3 ANCHORS AS MANUFACTURED 8Y HILT', INC. A1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE �/g NO /4" FOR EMBEDMENT 1INT0 STUCCO SHALL TAPCON XL BEECCONSID 1/2' 2.. AFOR SS PAW OF THE REQUIRED EMBEDMENT. A2) MINIMUM EDGE DISTANCE (E.D) INTO POURED CONCRETE SHALL BE 4' FOR S/16"0 TAPCON XL ANCHORS & 5" FOR 3/8'0 KWR( BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FlN MATERIAL A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS 8E FOUND ON THE EXISTING WALL OR FIDOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (13) TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL: AS'TM C-90 -5/1811 TAPCON XL ANCHORS, AS MANUFACTURED BY ITN BUILDER, INC, 8.1) MINIMUM EMBEDMENT OF 5/16'0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK UNIT SHALL BE 2 1/4". N0 E4eED INTO ST0000 SHALL BE CONSIDERED AS PART OF THE REQUIRE') EMBEDMENT: B.2) MINIMUM EDGE DISTANCE (E_D,) OF 5/1B'0 TAPCON XL ANCHORS INTO GROUT 'FILLED CELL CONCRETE BLOC'( SHALL BE 4'. EDGE DISTANCE IS BEYOND ANY FINISH. MATERIAL B3) 1� G WALL OR STONE, HORS SHALL CONCRETE OR BRICK PANELS, OE REACHROR THEE MAIN SSTTRUUCCTUR FOUNDON SUCH PANELS. (C) TO EXISTING WOOD FRAME BUILDING; SPRUCE PINE -FIR -SOUTH (0-0.38), DOUGLAS-FIR-SOUTH (G=0.48) OR SOUTHERN PINE {2 W/ 0 = 0.55 MIN: -5/16'0 TAPCON XL ANCHORS, AS MANUFACTURED BY TIED BUILDEX, INC. C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/2' PHYSICAL THREADED PENETRATION. NO EMBEDMENT INTO FINISH MATERIAL SHAM BE CONSIDERED AS PART OF THE. REQUIRED EMBEDMENT. C.2) MINIMUM EDGE DISTANCE (ED.) OF TAPCON XL ANCHORS, INTO WOOD SHALL 8E 2'. EDGE DISTANCE IS BEYOND ANY FINISH MATERRIAALL C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS. BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE 1MIN STRUCTURE BEHIND SUCH PANELS. 8. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. SIGNED AND SEALED COPIES OF THIS DRAWING SHALL BE USED ONLY TO OBTAIN PERMITS IN THE STATE OF FLORIDA 9. ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. -3/8"0x1 1{4' CALK -INS MANUFACTURED BY POWER FASTENERS. INC, -1/4'0x3/4 SCUD -SET MANUFACTURED BY ALL POINT, INC. -3/8'0 KWIK BOLT T2 MANUFACTURED BY HILT', INC. -5/16"0 TAPCON MANUFACTURED BY ITV/ BUILDER, INC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET, EDGE DEDUCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL p4BED11ENf 0 100% GROUT FTLIED OR CONCRETE CONCRETE BLOCK 1 1/4' (3000 Pai) NOT ALLOWED 7/8T (3000 psl) NOT ALLOWED 2 1/2' (3000 pal) NOT ALLOWED 2 1/4" (2899 pet) NOT ALLOWED ANCHOR. SPACING 0 100% EDGE DISTANCE 0 100% 3/8"0x1 1/4" CALK -IN 3 3/4' 4 1/2 1/4'0x3/4" SDUD4ET 3" 3' 3/8'8 KW1K BOLT TP 9," 4' 5/16'0 TAPCON. XL. 3 3/4' 3 1/8' 10. ANCHORS REQUIRED FOR MUWON CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SH6E1D 10, 10A, 11, 11A, 12 12A, 13 & 13A. -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED. BY HILT, INC. -NUS-H SCREW ANCHOR- MANUFACTURED BY HILT', INC: -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. • • MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIO ED SHEET, EDGE. DISTANCE AND EMBEOIAENTS ARE BEYOND ANY FINISH MATERIAL EMBI MEiR:°•EiPING41)3•Re4F7TrF-FlIE1416. ••0•ANCHOR SPACING 0 100% EDGE DISTANCE0 100%CONC90Ws • 3/4'0IfYYIKBOLTTZ27 9' 4 3/4'(3000pst) • NOT'Al10WE15 1/2'0 KWII( BOLT TZ 22 1/2' 7 1/2' 3 1/4" (3000 �11)• • • JNOT ALLOWED • 3/8'0 Pp( BOLT TL 61^. 4 S IB' 2' (3000 PSI) NOT ALLOWED 3/5 0 TIUS-H Y" (3000 P10. • • Nof ALLOWED • 3/80 WEDGE -BOLT 4 1/2 4 7�2' 2 1/2" (3000•PSI) •NOT ALLOWED • • • • 1/2.0 11441 SREN-OR WEDGE 90U 6" 8 3' (3000. PSI)• • • NOT ALLOWED s/BY its-H SERPA DR *EWE BOLT 7 1/2" 7 1/2" 2 1/2" (3000 PSI) NOT AUA:O • 11; THEPREVENT Vi CONTRACTOR /RAN INTRUSION. (+TULK AND SEAL PRODUCTNEW TRACKESALL AROUSE:041 P !ENGTl1. ES WHICH RETAIN NUOI• R.C9ti41T•WITH THE 12. IT SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF TNEURTEFC1 RE•WHERE PR D.UC:Se TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS PRODUCT SHALL ONLY BE: ATTACHED TO CONCRETE CONCRETE BLOCK OR WOOD FRAME ESUILDINOS, • • •• • • 13. ♦3FGULAT000 'S INSTALLATION E JURISDICTION WHERE ALL SPECS INDICATED ED TO. THIS 06898NG 'PLUS AN, BUILDING A1D ZONING •• • • • • • • 14. UFTING„MECEWNISM NOT PART OF THIS APPROVAL • f•• 15. (a) THIS THE SITE PREPARED BY THIS S DEENGIN1068IS ATE M THE P.E.D. AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.e. (b) CONTRACTOR TO BE: RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P,ED. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT STYE IS THE CONTRACTOR'S RESPONSIBILITY. (c) TIES P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJLLID SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME. THE 00 RECOROF RECORDD, ACTING AS A DELEGATED ENGINEER TO THFOFT THE PROJECT ANDE P.E.D. ENGINEER, SSO WILL BE HSIBLE FOR HAIL SU MITTTO THIS LATTERE PROPER ETHE SITE SPECIFIC ENGINEER DRAWINGS FOR REVIEW. (e) THIS SPP. S RE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROrtSV0NAL ENGINEER OF D THAT PREPARED 18. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1715.8.3 OF FLORIDA BUILDING CODE ONE I s�I TiSHALL BE PLACED FOR EVERY OPENING. LABEIJNG TO COMPLY WITH SECTION 1715.8.2 OF THE FLORIDA BUILDING CODE. 1'11,', FLORIDA. BUILDING CODE (H1gh Velocity Hurricane Zone) • •• • • 11 t .�ER R:'T�....� \.\CENT •. ��,' No. 44167 02014 TIL1EC0 INC. IL ECOINC. TILUT TESTING N6 ENGINEERING COMPANY 6396 KM. Plano 3 66 1 1630 .6Fn (> 67l ,0319166 •-moll: 8114 0000l.e0m FB-0006719 YMLTERD Dc.. 9 44167E FLORIDA • •• Nautilus Impact Protectisa Rolling System • DRAWN BY: M.L EXPERT SHUTTER SERVICES INC. 1626 S.W. 1ILTMORE STREET PORT ST. LUCIE. FL 34964 PRONE (600) 749-9066 , FAX (772) 671-0990 Ax x. WV. No eolem 009 06/11/14 OATS 14-050 DRAWING No SHEET 1 OF 26 • #S () SLATS T6ALUMINUMALL0Y P6. 61.56.1616.) 60ALE: 1f!'• 1• .1 Y0' • 1.260- : '2420' F.oTO• 0 SIDE RAIL * 606746 ALUMINUM ALLOY 6CA186�!"•Y' *MUST DE REVIEWED BY PRODUCT MANUFACTURER TO ALLOW FOR A MINIMUM 0.050' CLEARANCE BETWEEN SCREW HEAD AND CAVITY WALL AT NON HURRICANE POSH10N5.. 600• Q TRAPPED ANGLE eo61.16 ALUMINUM ALLOY SCALE 1n' • r #7 #9 EO BUILD -OUT TUBE 6063T6 ALuMINUMNL1T SCALE 18 1 4"x6" MULLION 6001-reALUMINUM ALLOY SCAM 363,. 406W" #10 zeal DATA C 00 STARTER SLAT 88679-T6 ALUMINUM ALLOY SCAM VT P .600• E1 BUILD -OUT TUBE 6063-Te ALUMINUM ALLOY 1.412 Gl 4"x8" MULLION 6061•76 ALUMINUM ALLOY bra P• 209'.1' COMPONENTS 2000•-- 4wo' 4"x7" T MULLION. 6061-T6 ALUMINUM ALLOY SCALE air 1• E j. • pS,TA�TE OFMOXYW 149'AfI66616A6110166 •14• .4 -r2f3' 266'. 494'2 607• IpASE SLAT re ALUMINUM ALLOY KALE in" •1' 260' TRUSS HEAD T47St109ETHREAD 410NT WEE** OPTION #1 1NONa m9C0 4.040• .2100 112 Aa 1RPAO 1)`:1\11'.11111111\i1111\1111111111, **8•REWSF£C0: 4106rsTur6E56srEEL 67&W CWTEDNII?IAC-S ER , OHROMEURVE NRPCOP RcsaN COAT). C 6YSTVAYSIMS o RED N6reUNea:TCQAiln ut. Fy =19I;4 )L1(D')8D srIDwnE- Fla • 198.B.lei(Te®Eeneer.91N 4.7 iN SEMMES687E8-W64WHt IH2Dfir)HEXHEAD *THREAD H0HT wasp"' OPTION #2 or/WASHER BUILD -OUT TUBE eoesre ALUMINUM ALLOY WCN.E: 17t'• 1. E3 BUILD -OUT TUBE 6083.T6 ALUMINUM ALLOT 6CALE irk • 1• 2000'— 2t` 2"x7" "T" MULLION 6061-76 ALUMINUM ALLOY SCALE, 616.-1• 02014 TILTECO INC. Logo• ACETAL ISLISHING *`." • •• •'µ A6i 1984 E t136I01 is • moDNOTa�6pA�r:s6kirlA- • • (eQ'D. AT (V:6.GLAD0.••eg. 4IGSYS6CES A;1S2'C+BU SHING • • • • • • • • • • • • • • • •• • • 1:1144••• • • • O 1/00z314' I J8 LOEX4-EK CREW SCALE iir- • n 5118'D IIWIBUILDEXTAPCON XL ANCHOR CARBON STEEL SCALE: ltt.1• • • • • • • • • • • • • • • • • • • • • • • • Y.000• • • • •1 • •• • • 0 300 HILTI, INC. KN1K BOLT 3 ANCHOR O STORM BAR CARBON STEEL 606146 ALUMINUM ALLOY SCALE Mr • 1' 6CPLE: 1? • I• FLORIDA BUILDING CODE (High Velocity Hurricane Zone) IL ECOINc. TIWT TESTING ! ENGINEERING COMPANY 4s06 N.W. 0.6,. N. se. 0a. WADY` 044006. R 70I18 P7•r• : (A06)mol: 7llt . rm : (oo 71-1611 •-maID-00067bw.bem ES-0006719 WF FLORTER IDA P.E. 1 441 Nautilus Impact Protective Rolling System EXPERT SHUTTER SERVICES INC. 1620 S.W. BILTM0RE STREET PORT sr. LUCE. FL 34684 P1106e C600) 749.90E6 . PAC (772) 871-0990 mar6a ear am w mewl art DRAWN Or: M.L 06/11/14 DATE 14 050 ORAW6NG No 06IEET 2 of 26 •• • •• • • • •• • • • 6 • • • 4. 1 SIDE/END CAP (CAST ALUM. OR EXTRUDED) 2 HOUSING- (BACK & TOP) .040" THICK- 3 HOUSING (FRONT & BOTTO�1) .0.0" THI014r • • : • 4 SPRING BRACKET • • • • 5 SPRING ASSEMBLY •• ' .°"'. '' 6 60 MM OCTAGONAL AXLE •• •••• 7 SIDE RAIL (MAIN SECTION) 8 SIDE RAIL (COVER SECTION)....• . • • 9 ALUMINUM STARTER SLAT • • 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT • . • • 12 TUBULAR MOTOR •• ••• • 13 MOTOR BRACKET • .' 14 SPRING, GEAR & MOTOR BRAOKEI BOLTS • 15 HOUSING (BACK & TOP) F'ASTENE'12S • 16 SIDE RAIL (MAIN SECTION): FASTENERS ' •. 17 HOUSING (FRONT & BOTTOVO• FASTENERS• • • 18 END RETENTION ASSEMBLY AT EVERY SLAT '.: 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR - PLASTIC OR ZAMAC CASING 23 UNIyERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX & END CAP ASSEMBLY COMPONENTS 111Ni?tiI!};r. 7�NAL • ON' ( rrrErrrsatli tt 0 2014 )1LTEOD INC. IL E C O INC. TMLUT TESTING t ENGINEERING COMPANY 4346 PM XV, R. Ma 49, 1WR6. CARGINS, M1 UM Rum : (3:133121-1610 . fm : (301)671-13. s-ma9: tnteco0aol.com EB-0006719 WALTER A. TUX Jr. P.E. FLORIDA Lie. % 44167 FLORIDA BUILDING CODE (R(gh Velocity Hurricane Zone) Nautilus Impact Protective Rolling System DRAWN BY: M.L. EXPERT SHUTTER SERVICES INC. 1626 S.W. @LTMORE STREET PORT ST. LUCIE, FL 34984 PHONE: (900) 749-9056 . FAX. (772) e71-0990 oon/ao: MOE uoa.wx MIT 06/11/14 DATE 14-050 DRAWING No SHEET 3 Or 26 •* \\\\\ END CAPS" BOX 0.Y/6 do Y/7 \\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\` (—END CAP S1 LATS SLATS _ —SLATS 15 -r' SLATS S5 LATS 78 0 /8 SLATS SLATS — /8 10 SLATS ////2-///////1 ///////////.''/////C/////////////J'//////,/ / Y/8 & y/7 0/8 078 (Typ. Ea. END) (Tyra.) Wax. SLAT SPAN (SEE SCHEDULES ON SHEETS 15, 16 at 20). TYPICAL SINGLE UNIT . ELEVATION W/O STORM BARS *, ** NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SI.AT .INSTALLATIQN GIVEN A PRODUCT HEIGHT: CASE 1: PRODUCT HEIGHT EQUAL OR LESS THAN 11'-0" APPLICABLE TO INSTALLATIONS W/0 STORM BARS, W/ STORM BARS OR W/ STORM BARS & MUWONS W/ HEIGHTS UP TO 11'-0'. (a) CURTAIN SHALL START W/ 11 SLATS AT TOP, FOLLOWED BY 02. #3, THEREAFTER, ALL THE WAY DOWN. EACH SLAT # SHALL CONSIST OF MIN. FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW J1 SLAT SHALL BE CONTINUED UNTIL TOTAL PRODUCT HEIGHT IS COMPLETED. QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT QB MAY VARY WITH PRODUCT'S HEIGHT. (b) BOTTOM SLAT ®MUST BE ALWAYS INSTALLED. CASE 2: PRODUCT HEIGHT LARGER THAN 11'-0' APPLICABLE TO INSTALLATIONS W/0 STORM BARS AND W/ OR W/O MUWONS W/ HEIGHTS LARGER THAN 11'-0". (a) CURTAIN SHALL START W/ g1 SLATS AT TOP, FOLLOWED BY #2, %3, THEREAFTER, ALL THE WAY DOWN. EACH SLAT ♦E SHALL CONSIST OF MIN. FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW #1 SLAT SHALL BE CONTINUED UNTIL #10 SLAT LS INSTALLED. AFTER f10 SLAT IS INSTALLED, ADDITIONAL #10 SLATS MUST BE USED TO COMPLETE THE TOTAL PRODUCT HEIGHT. (b) BOTTOM SLAT®MUST BE ALWAYS INSTALLED. END CAP BOX V/9 \\\\a\\\\\\\\�\ • REAR 6 V/9 K • REAR ® Y/6 & Y/7 TY OYR) ( ) \\\\\ \\\\\\\\\ \\\\\\\\\\\\\\r_END CAP dSLATS -`SL2.ATS -S3 LATS S4 — SLATS /5_ SLATS Nor O/8 078 •_•••To SLATSNir 0/8 0'/8 • Vie••• ••••r• • • .(Typ. Ea. ENS) #S • • . a_►•-•- • •••••• (•yra•) y4 • •• •• • STORM BAR . SPAG00111,41 /7/ (SEE. SHEET 22) ... _. .... ///7 i7//// /i 7r/ troV/9 Mqx. SLAT SPAN (SEE SCHEDULES ON SHEETS 15 & 18) • • • V/9 • • • • • • • •• • kY/6 t Y/7 • • • • • • • 4 • •' i• • • • • • • • • •• TYPICAL SINGLE UNIT ELEVATION WI STORM BARS * NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S.. 0 2014 T.TECO INC. IL E C o INC. TILE(} TESTING IR ENGINEERING COMPANY Gam' NAL moo. Raw S]1, W.M WAWA A. 53166 - : (30)671-WW . FM t (]05)5/1-,501 e-mail: tllteco•aal.cool EH-0006719 WFFLLORbA <e. % 46167E • • FLORIDA BUILDING CODE (HI ti Velocity Burricone Zone) DRAWN BY.. i✓I_ II.L Nautilus Impact Pr•t.0NTeRailing System • EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. WCIE, FL 34954 WIOA€ .(two) 740-6034 . FAK (772)eft-040 cmnaN tort 06/11/14 DATE 14-050 DRAWING No SHEET 4 OF 26 2i END CAP--' �or J or®or //////////////// No,. MLWON SPACING W-1/10 0R W-1/10A OR ON SHEETS 2 & 26) Ow-3/1/1 2 0R W-3 12A oR W-4/13 OR W-4/13A -BOX ///////// 078- 117 Q/8 or Q'/8 0 (Typ.) ** Q` 8 =Q/8 — or 7 N1 SLATS 2 Lars /3 SLATS A4 SLATS SLATS .'R/8- or- S6 LATS tin - or Sufis ^--R/8— or R78- R/8 or / ////////////////// / //// ////////l///////%///////✓/? W-1/10OR W-1/10A 0R, W-2/11 OR W-2/11A 06 W-3/12 OR W-3/12A OR W-4/13 OR W-4/13A Max. SLAT SPAN Max. SLAT SPAN (TYP.) (SEE SCHEDULES ON (SEE SNE$ CHEDUL S O1'N SHEETS 15 & 16) TYPICAL CONSECUTJVE SINGLE UNIT ELEVATION *, ** W/ MULLION & W/Q STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. (Typ. Ea. END) S9 LATS SLA 15 (Typ.) PROCEDURE FOR SLAT INSTALLATION GIVEN A PRODUCT HEIGHT: CASE 1' PRODUCT HEIGHT EQUAL OR LESS THAN 11'-O'. APPLCABLE TO INSTAUATIONS W/0 STORM BARS, W/ STORM BARS OR W/ STORM BARS & MULLIONS W/ HEIGHTS UP TO (a) CURTAIN SHALL START W/ /1 SLATS AT TOP, FOLLOWED DY /2, /3, THEREAFTER ALL THE WAY DOWN. EACH SLAT / SHALL CONSIST OF FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW /1 SLAT SHALL BE CONTINUE UNTI TOTAL PRODUCE HEIGHT IS COMPLETED. QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT (E9 MAY VARY WITH PRODUCT HEIGHT. (b) BOTTOM SLAT °MUST BE ALWAYS INSTALLED. CASE 2: PRODUCT HEIGHT LARGER THAN 11'-0' APPLICABLE TO INSTALAT10# W/O STORM BAR AND W/ MUWONS W/ HEIGHTS LARGER THAN 11'-O'. (o) SLATCURTM#NSHALL SFALL CONSISTir OF FIVE () SLATS OF THATTS AT TOP. VSLAT N MBER?EACH PROCEDURE FOR ADDING SLATS DOWNWARD BELOW /1 SLAT SHALL BE CONTINUE UNTIL /10 SLAT IS INSTALLED. AFTER /10 SLAT IS INSTALLED, ADDITIONAL /10 SLATS MUST BE USED TO COMPLETE THE TOTAL PRODUCT HEIGHT. (b) BOTTOM SLAT 0 MUST BE ALWAYS INSTALLED. END CAP— Q/8 or Q'/8 (Typ.) R/8 or R'/8 MAX. STORM BAR SPACING (SEE SHEET 22) 74701 \OENSF .s 0�; TA OF Max. MULLION SPACING (SEE SCHEDULE ON SHEETS 24, 25 & 26) orCh Max.. SLAT SPAN (TYP:) (SEE SCHEDULES ON SHEETS 15 & 16) w-1/100R W-1/1OA OR W-2/110R W-2/11A OR W-3/12 OR W-3/12A OR W-4/13 OR W-4/13A Vw-1%10 0R W-1/10A OR 19-2/11 OR W-2/11A oR W-3/12 OR W-3/12A OR • • W-4/13 OR W-4/13A v/9 o REAR (TYP.) BOX t IATS SLATS SLATS /4 SLATS SLATS 7 WITS • • • SLATS • *oily S• WATS • • • • SLATS •to. v • • • • • • (TYP•) • • • • • • • • • • • • Max. SLAT SPAN • • (SEE SCHEDULES ON SHEETS 15 & 16) •••• • • • • • • • • • • • Ea. WI, • • • • • • • • • • • • • • • TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION * W/ MULLION & W/ STORM BARS NOTE; SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. 02014 Th.IECO INC. IL ECO\ FLORIDA BUILDING CODE (High Velocity Hurricane Zone) DRAWN Br: N.L Nautilus Impact Protect ve Rolling System �~`' EXPERT SHUTTER SERVICES INC. rli..uTK TESTING Y ENGINEERING COMPANY y„ Na „,i IA.N- m, NWalu1 awmWs, n. ss,a 1626. S.W. UCTMORE STREET Nam : 4ms7n,-tem .FIN : (oorn -+ PORT ST. LUCIE, FL 4 en •-maD: -060 •oa.com PHg1E (690) 749-905e 585 (772) e'!,-avo ® 0IIWI Jr. 9 WFLORIDA Lic 1 4416 E. vnray. onalenew •• • • •• • •• • • •• •• • •• • 06/11/14 OATE 14 050 DRAWING No SWEET 5 OF 26 11411fNI N:LLO° • • • OPENLNOl. 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT & 1"0.0.4.060" GALV.. STEEL WASHER 0 24" o.c POURED CONCRETE OR GROUT FILLED. �/ CONCRETE BLOCK—� WAIL REQUIRED. EDGE 0E--�'-- OPENING EXISTING G (BEYOND) i SEE ANCHOR —� SCHEDULES ON SHEETS 17 & 18 Min. SEPARATION TO GLASS (SEE SCHEDULES, ON SHEETS 15 & 16) 0/8 I / POURED CONCRETE. f OR GROUTFILLED CONCRETE BOCK 1 A WALL REQUIRED EDGE OF " / _ 1 2 1/l6" (/ I MIN.. E.D / wt `1 1/2"x1 1/2"x0.062'0CNT. ALUM. ANGLE W/ 5/16"0 TAPCONS XL W/ 5/16'0 TAPCONS XL W/--I / 7 2 1/4" Min. EMBEDMENT 0 24" o.c. 2 1/4" Min. EMBEDMENT 0 24" o.c. --END CAP EXTERIOR 0/8 WALL MOUNTING * POURED CONCRE READ ./// EXISTING GLASS (BEYOND) SEE ANCHOR SCHEDULES ON SHEETS 17 & 18 Mtn. SEPARATION TO GLASS (SEE SCHEDULES. ON SHEETS 15 & 16) 0/8 POURED CONCRETE GROUT FILLED OR BLOCK WALL. REQUIRED. • TO SECTIONSBOX CEILING MAT BE ALTERNATIVELY FOLLOWING SPECS ON SHEATTACHED S/16'0 TAPCONS XL W/ 2 l/4" Min: EMBEDMENT & 1"0,D.x0.060' GALV. STEEL WASHER 0 24" O,o. LEND CAP 0/8 //V/ / /////////// POURED CONCRETE (Pcm) ksi Min.) REO'D. FLOOR/CEILING / TRAPPED MOUNTING SECTIONS Y-Y . f MI id U•S. INSTALLATION DETAILS ON EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK BUILDINGS SCALE: STATE OF 11/191,414110 1"x1"x1/13" OR 2"22 01/8" ALUMINUM TUBE 5/16'0 TAPCONS XL W 2 1/4" Min. EMBEDMENT 0 24" o.c. POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED EDGE OE OPENING EXISTING GLASS rl (BEYOND) g SEE ANCHOR SCHEDULES ON SHEETS 17 & 18 Min. SEPARATION TO GLASS (SEE SCREDULES, ON SHEETS 15 & 16) Q.E1 ©OR: 11-:iil ��77 0/8 POURED CONCRETE II OR GROUT FILLEDH CONCRETE BLOCK WALL REQUIRED.. /1 EDGE OF g / 1 E56 OPNG� A -_ I " / J 2 1/16 MIN. E.0 1/4"Ox3/4" ITW BUILDEX TEK SCREWS W/ 1" 0.0.4.060" GALVANIZED STEEL WASHER 0 24" o.c. —END CAP • • • • • •• • • •f.•••• •• • • • • • • . • • . • • • • s. • • •_i••• •0� • it" • • • • • • •• 5/164 TAPCONS %L W/J� -( 2 1/4" Min. EMBEDMENT 7/ 0 24" o.c. 0 2014 TILTECO R70. 2 x4"i0,062"XCONT. ALUM. ANGLE BUILD -OUT MOUNTING' / IL E C 0 INC. \ TILLR TESTING & ENGINEERING COMPANY 0363 NW. JON. St A1. 300. MMONA 0Nnd5. Rand : (206)471-1030 . Im : (3OJ)071-1321 e-Ino6: wt0000ool.eorn EB-0006719 WOLTER A. TIU.R Jr. P.E. FLORA Ue. j 44167 • • • •• • • • • • • • 1 • • • • • • • • • ...•4 • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Nautilus Impact Protective Rolling System DRAWN ar: N.6. EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. WCIE, FL 34984 411101E, (e001 749-9066 . ALA, (772) 871-0990 mosso l yN" eoan M MI6 06/11/14 DATE 14-050 DRAWING No SHEET 6 OF 26 COSTING WOOD ORCRAFTER. (2) 2 64' 0R 2'46' CONT.. W000 HEADER REWIRED EDGE OPENING 126A5S5TIMO OO (BLEYOND) (( 2 x4' OR (Z 2 tt8• CONT NOW STUD 0 16' 0.C. 6IAX. REQUIRED. (S SZE WELT 0/8 OPENING CONT. W000 BOTTOM PLATE REQUIRED (SEE SHEET 20) WALL MOUNTING 5/16`0 TAPCONS XL W/ 2 1 /2' Min. PENETRATION & I '0.0.60.060' G4LV. STEEL. WASHER 0 24' o.c. TO WALL OR TO TRUSSES/RAFTERS Mtn. SEPARATION TO GLASS (sa 95ELXA)EN SHEITE 20) EE ANCHORS SCHEDULE ON SHEET 21 0/8 81 1 1 1/2'61 1/2'60.082' 6C0NT, ALUM: ANGLE 15/16 0 TAPCONS XL W// 2 1/2' NG: PENETRATION 0 24• a.0. EXISTING WOOD DECK OR NCRETE SLAB REWIRED. EXISTING WOOD 0R RAFTER 5/16'6 TAPCONS XL W/ 2 1/2' Mrtt, PENETRATION & 1'7/A.80.060' GOLV. STEEL WASHER 0 24' o.c. TO WALL OR TO TRU55ES/RAFTERS END CAP mace SEPARATION TO MASS (BEEF 9ocIA' ON 27 EE ANCHORS SCHEDULE SHEET 21 WALL MOUNTING EXISTING WOOD 'TRUSSES 0R RAFTER 5/16"6 TAPCONS XL W/ 2 1/2' Min. PENETRATION 024-oc 141'ol/8T OR 2'42%1 /8' ALUMINUM TU 1/4'0o3/4' NW BULLDEX 5/16'0 T*D076.)1 W/ TEK SCREWS W/ 1' 2 1/2' Nit MORON a 0.0 40.060' GALVANIZED 1'DD.ffi.060' DILV. STEEL STEEL WASHER 0 24' WASHER 0 24oc .o. TO WALL. 10 TWSE/FN 1 (OPTIMAL (2) 2'04' OR 2T6BT CONT. W000 HEADER REQUIRED (2) 2'S4' DR rite CONT.WOOD HEADER REQUIRED O0PPENINO EXISTING GLASS (BEYOND 2 2'x4' OR 2'x6' NT. WOOD STUD 0 16' O.C., MAX. REQUIRED. (SEE SHEET 20) 0/8 2'44' OR 2' CONE WOOD BOTTOM PLATE REWIRED (SEE SHEET 20) A f9 FINISH EXISTING WOOD CONCRETE SLAB REWIRED. *Iii EDGE • EXISTING :o1IZIE y {O2'X4 OR � li1I1 66' CDN0 IIg 1� oIS'oc MAX.. REQUIRED (SEE SHEET /0) 0/8 WWENIN 2'o+' OR 2'6 COEFT. WOOD BOTTOM PLATE REQUIRED (SEE SHEET 20) WE. FN5 COP M(n. SMARATION TO GLASS f6EE HET 220) aN SHEE 1niIII� W 0/8 -g r JJ 000 ANCHORS ,�I ON SHEET 21 LE Si115 R 2To4'60.062'x00NT. ALUM. ANGLE 5/16'/ TAPCONS XL WJ 2 1/2' Min. PENETRATOR WALL FI145 T 0 24' o.c. EXISTING WOOD DECK OR CSLAB ONCRETE BUILD -OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS N.T.S. MISTING WOOD TRUSSES OR PAPER 5/16'6 TIPCQNS XL W/ 2 1/2T M(n. PENETRATI 0 24' ctt ii iiiii Ya�i f� 0 2014 111.11.0O INC. (2) 2'x4' 2'x6' 012 WOOD HE REWIRED GP EX (B OF m (2) 2 x4' 2 n6 COT W000 a0is" 0.. RE0 (SEE (SET SHEET 20) 4 IL E C O 2'x4' OR .6 " CONT. WOOD BOTTOM PLATE REQUIRED (SEE SHEET 20) -' TILLR TESTING a ENGINEERING COMPANY ' 6.165 NW. Tare:. 34 61x ]ear. Nw1M oVaoc. it HISS s 15N,r : pmXRt talc imt (a66Xnt-tan • 4i: 0'�g(I�RRd��-`r`` S TE OF a -mot ®tite009.com -000671719 WALTER A TILN Jr. RE. FLOW Lk, # 44167 1'61'AA8' 0R 2'x2'71/6' ILUIONM TUBE 1/4'6r3/4' OW BIRDER MC SCREWS W/ 1- OD.60.060' CN.VARZEDD STEEL WASHER 0 24' TO WILL. 5/l6'6 TNb015 XL W/ 2 1/2' Wu RA:TRTIMN a '01T0060' GAMY. 51H3 WA$VER 0 24' ae. TD TRMESAI0BS WSW. 7D MNL ATTA01EHf) os. i' 1IK , 11DERjO .� •E DLENIN5O j k ( g STING' NI iiiiitig; t •• .ik roirt &�M STEES2)D� • 0 EDGE F.. : 4 BUILD -OUT MOUNTING • • • • • • • • • • •••• • ••.• • • • • • • • • • • • • • • •••• • FLORIDA BUILDING CODE (HHgh Velocity Hurricane Zone) DRAWN B(: M.L Nautilus Impact Protective Roll* System •• • • •• • •• • • .• •• • • • • EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT 5T. LUCIE, FL 34984 PHONE (600) 749-6056 . FAT: (772) ♦71-C190 ... taarnol MU tn. N. toePm6 1Nt6 06/11/14 DATE 14-050 DRAWING Me SHEET 7 OF 26 • • • • • 0 EDGE F.. : 4 BUILD -OUT MOUNTING • • • • • • • • • • •••• • ••.• • • • • • • • • • • • • • • •••• • FLORIDA BUILDING CODE (HHgh Velocity Hurricane Zone) DRAWN B(: M.L Nautilus Impact Protective Roll* System •• • • •• • •• • • .• •• • • • • EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT 5T. LUCIE, FL 34984 PHONE (600) 749-6056 . FAT: (772) ♦71-C190 ... taarnol MU tn. N. toePm6 1Nt6 06/11/14 DATE 14-050 DRAWING Me SHEET 7 OF 26 • • • • @OR (SEE SCHEDULES ON SHEETS 17 & 18) in. ED. POURED GRNCRETE OR GROUT 1111ID- CONCRETE BLOCK 0 1. t/2 1/4• oR 1/6' SUP FLUSH MOUNT (WALL.) POURED CONCRETE OR GROUT FILLED CONCRETE BLACK 2. M OROJ (SEE SCHEDULES ON SHEETS 17 & 18) O 4 .C. 0 0 ram ' 1 I/O', 1/4• OR 1/8"SUP TRAPPED MOUNT (SEE SCHEDULES ON SHEETS 17 & 18) 0 4" o.c, 1/2•, 1/4' OR 1/8• SUP BUILD -OUT MOUNT EA. POURED CONCRETE OR GROUT F91ED CONCRETE BLOCK SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR -GROUT FILLED CONCRET BLOCK BUILDINGS QOR 0 4' oc. O,OR (SEE SCHEDULES ON SHEETS 17 & 18) is ai2 - OR 1 0 0 511111MIIIM O . E.D POURED CONCRETE 0R cED 0� P 6100< 0R 1 1/2/8•1/O'SUP' BUILD -OUT MOUNT AOR CI 1�1 © ° 11111 0 ®.c ® 4' o.c �� PJ.. o 1/2 OR _. SECTION 0-0 (?LAN) ORIENTATION 11 WALL MOUNT END MULLION (LUSH MOUNT (WALL). 1/2 , 1/4' Ott 1/4" SUP SECTION _0-0 (PLAN) ORIENTATION #2 WALL MOUNT END MULLION (2) 2 x4" OR 2xTi- STU (SEE SHEET 20) MIN. 1/2" PLYWOOD mp (SEE SCHEDULE ON SHEET 21) ® l 0 4" o.C. O 1/2 , 1/4- 0R 1/e• SUP 0 BUILD-OUT MOUNT SECTIONS 0'-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS SCALE: 1/4' - 1' 1/4'if I✓2' 1/S' T/2. 1/4' O1 2',1/I/O?SUP 0 OR IN sup on 1/8' SUP OR 1./0. SUP SECTION R-R (PLAN) SECTION R'-R' (PLAN) ORIENTATIONS #1 & #2 ORIENTATION 12 WALL MOUNT,INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS ;(G SCALE, 1/4 - 1• SOLE: I/O. - 1' ORE ODR * * ALTERNATIVELY TO ®, A 1 /4"0-20x3/4" S.S. M.S. W/ NUT MAY BE USED FOR THIS CONNECTION 0 2014 TILTECO INC. / IL ECO INC.\ TILLJT TESTING & ENGINEERING COMPANY 0106 KM. 300 s., •1.. we, war', 001500. n. 31165 nom :I-1610 . Im : (005)571-1611 Lnteco0001.eern 99-0006719 WALTER A. T1WT Jr. P.E. FLORIDA LIc. j 44167 0 4' o.c 1/2. i/4' OR 1/8• sup @OR SECTION W/ „STORM BARS SECTION P-P (PLAN) STALE. 3/16• - 1• •• • •• 1/2 1/4•. •e9•W6•T•UP 6/ • SECTION. 0'-1V (PLAN) • •' 3 R HTATION 44 ZVALL M LINT ENp UL�ION • /A* • •• • • LG O' • •• • • • • • • • • 0 • • 1/2 1/4 OR t/8' SUP SECTION Q'-0' (PLAN) ORIENTATION #2 WALL MOUNT END & INTERIOR MULLION • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Nautilus Impact protective Rolling System DRAWN ST: 11.L EXPERT SHUTTER SERVICES INC. 1826 S.W. 81L1MORE STREET PORT ST. LUCE. FL 34984 PNOXE (600) 740-I050 ' FAX; (772) 671-0000 0010055 tan 015009011 005 D6/11/14 OATS 14-050 DRAWING 140 SHEET 8 OF 26 4 1/2' Min. 3" Min. E.D. 4" Min. E.D. 3 1/8' Min. E.D.— EDGE OF SLAB IF APPLICABLE j//// // POURED CON 2'( (f'c..3 Kai) 5' min. THICKNESS REO'D. 4 1/2" Min. E.D. FOR 3/8'0 CALK -IN ANCHORS 3" Min. E.D. I FOR l/4'0 SOUD-SET ANCHORS 1" Min. E,O,---1--FOR 3/8.0 KWIK BOLT R EXPANSION ANCHORS 1/8" Min. E.D. - FOR 5J16'0 TAPCON XL ANCHORS EDGE OF SLOB IF APPUCABLE / / 5/16"0 TAPCONS XL 2 1/4' Arn, EMBEDMENT & 1.0.040.060" CALM. STEEL WASHER • 24' o.c. II Min.. SEPARATION TO GS (SEE SCHEDULES ONI U SHEETS 15 & 16) I U I —BOX t SEE STEP 3 ON SHEET 14 FOR SPECIAL TREATMENT FOR WIND ZONES 1 THRU 3 EXISTING ----y GLASS 6 EXTERIOR (TYP. TOP/BOTTOM) EDGE OF SLAB' EDGE OF SLAB IF APPLICABLE THICKNESS REO'D. (HICK I5- min. IF APPICABLE S 4 1/2" Min. E.D. ---4 1/2" Min. E.D. I FOR 3/8'0 CALK -IN ANCHORS 3' Min. E.D--• 3° Min. E.D. -1--FOR 1/4'0 SOUD-SET ANCHORS 4' Min. E.D.—^ ----4" Min. E.O.-^7^FOR 3/8.0 KWIK BOLT 12 EXPANSION ANCHORS I--3 1/8' Min. E.D.—.--3"------ S 1/8" Min. E.O. {--FOR 5/16'e TAPCON XL ANCHORS FLOOR TO CEILING / TRAPPED AND WALL MOUNTING : STORM BAR CK) SECTIONS V SCALE 3/16' - 1- 5/16'0 TAPCONS XL W/ 2 1/4' Min. EMBEDMENT & 1'0.O.x0.060" GALV. STEEL WASHER 0 24' o.c. 4" Min. POURED CONCRETE (f'c=3 Kai) 5" min. THICKNESS REQ D. 1 1/4" I Min. SEPA)iATTON TO I GLASS I (SEE SCHEDULES ON' Iii SHL1ab 15 & 18) 1 EXISTING --II I GLASS 11 II II S1 (T)P. 1DP/BOT10M)II 11 11 II II , 1, �1Jt.E:0 s"/ /f Mn,4ED. Mn, POURED CONCRETE THICK k6S R5E min. 5/16"0 TAPCONS XL W/-/ THICKNESS REO'D. 2 1/4" Min.EMBEDMENT / 0 24' o.c. - WALL MOUNTING $1 (TYP. TOP/BOTTOM) 1 1 /2"x l 1 /2"x0.062"xCONT. ALUM. ANGLE W/ 5/16"0 TAPCONS XL W/ 2 1/4' Min. EMBEDMENT 0 24° o.c. s'. STATE OF • L/IVAL E..". tneuuNT.... SECTION S - S (4) 3/8"0 CALK -IN ANCHORS OR (4) 1/4"e SOLID -SET ANCHORS OR 4) 3/8"0 KWK 801T TZ EXPANSION ANCHORS OR (4) 5/16"0 TAPCON XL ANCHORS (4) ANCHORS* PER STORM BAR CONNECTION. SEE TABLE 2 ON SHEET 23 (Typ. TOP & BOTTOM) 2"x2'x1/8'x0"-5" (5063-T6 ALLOY) ALUMINUM ANGLE EA. SIDE W/ (2) 1/4'0-14x3/4" TTW BUiLle TEK SCREWS TO STORM BAR (Typ, TOP & BOTTOM) - MAcHISCREW %.LEMBENROVIIVtiPR ANC1401 Dt114. A * 1/4" 0-20 OR 3/8' 0-16 M1 R.5CREW5 US D JOINT ▪ / 1/4"0 x 3/4' SOLID -SET Qitt 3 0)5.1 1/4"-Na. ORS RESPECTIVELY SHALL BE LE W/ ANC 11ME' STORM BARS ARE REMOVED. (SEE CET. A). •• •••. • • • • 0 2014 11LTECO INC. 1" 2' C2"41/8"x0'-5' (8063-T6 ALLOY) ALUMINUM ANGLE EA SIDE W/ (2) 1/4'0-14x3J4' IPN �UILOEX TEK 440 SCREWS. TO STORM BAR (Typ. TOP & BOTTOM) •••••• • • • • •(2) ice"•* CALK IN �NChI�• OgS•O11 (2) 1/4"0 SOUD-SET ANCHORS OR •(t �Bt MIK BOLT TZ OMPANSION • RS DR • (2) 5/16"0 TAPCON•yi ilipttEM 2) Q40RS* PEA STCRM CC bNECT10N, 3 ON SHEET 23 yp. Q BOTTOM) • • SECTION S1 S1 IL E C O INC. \ TIWT TESTING • ENGINEERING COMPANY UFO X 1. U.T1-I619 . F. 305. CAROM Futa .-,no4 6Rac,•0oicom EB-0006719 WFFLLOORIDA Uo / 44.111LLfT Jr. 6,E EXIFRIOR •••• e• • • • • • • • • • • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) DRAWN BY: ll►Ai_ M.L Nautilus [mp„ct Protective Rolling System EXPERT SHUTTER SERVICES INC. 1528 S.W. e1LTMORE STREET PORT ST. LUCIE. 'FL 34964 PHONE (Soo) 240-(4055 . FAX (T)2) VI -OM NEV. Ile BUS OLIO.OI 06/11/14 DATE 14-050 DRAWING No SHEET 9 OF 26 • EDGE OF SLAB' t-T I` POURED CONCRETE ^ (f'c = 3 ks' Min) tl 3" �` 8' Min. THICKNESS REQ•DA EC. GLASS tl tl tl EXISTING- ' GLASS -,pR 1` A Min: 0.- I EXTERIOR ®11 II Q/8 or R/8 or R'/8 V Q/8 or R/8 or R`/8 X1 (1WP. TOP/BOTTOM) ' Min. E.D. " Min. E.D. FOR (1) 3/4'0 KWIK BOLT TZ EXPANSION ANCHORS 0 END AND INTERIOR MUUJONS ©& 0 (ORIENT T10N #1) AND END MUWONS©& G1 (ORIENTATION /2) FOR (2) 3/4.0 KWIK BOLT TZ EXPANSION ANCHORS 0 INTERIOR MULLION 0 (ORIENTATION #2). Kl 7 TEDGE OF SLAB 1 I 1 i IF APPLICABLE Min, E.D. " Min. ED. EDGE OF SLAB IF APPUCABLE ''9 Min. ED. ---9" Min:. ID -E9•- V X1 (W. TOP/BOTTOM) 3- POURED CONCRETE 6 III 3'x3"x1 /2'x0'-4' I I (6061-T6. ALLOY) Alum. ANGLE EA SIDE W/ (2) •�iO� 3/4"0 THRU BOLTS TO IN 1 1/2.. MULLION ?de (1) 3/4'0 KW)K, BOLT TZ EXPANSION 1 1/2" ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) .... SECTION X1-X1 W/ n * (END(% INTERIOR MULLION)) (6"x4") 3'x3x1/2"x0'-4" - (6081-T6 ALLAY)- Alum. ANGLE EA. SIDE W/ (2) 3/4"0 THRI) BOLTS TO MULLION G & L..1(1) 3/4"0_ KWIK BOLT T2 EXPANSION ANCHOR W/ 6' Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) 1aIill! / j/� 7 8° i 3 kIC Min.) 1 / J 8" Min. THICKNESS READ. 13 I EDGE OF SLAB IF APPLICABLE FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION 9" Min. E.D. ANCHORS- 0 INTERIOR MULLION (ORIENTATION #2). 9" Min. E0. FOR (1) 3J4"0 KWIK BOLT T7 D(PANSION ANCI4Q S 0 END AND INTERIOR MULLIONS © & 0 (ORIE ATION #1 &. #2) AND END MULLION G7 (ORIENTATION #2) FLOOR TO CEIIJNG / TRAPPED MOUNTING ; MULLIONS (G) OR SECTIONS W-1 8- FD(TERIOR 1 1/2' 1 1/2' SECTION X1-X1 W/ * (END & INTERIOR MU(W/ ORIENTATION)ION) (8"x4") 3' EXTERIOR 4" 4 3'x3 x1/2"x0'-8' (6061-T5 ALLOY) Alum ANGLE EA. SIDE WJ 2) 3/4"0 THRU BOLTS TO MULUON & (1) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 6' Min. EMBEDMENT TO POURED CONCRETE. (Typ. TOP & BOTTOM) 3"x3"x1/2'x0'-6" (6061-16 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 3/4'0 TIUBU BOLTS TO MUWONG& (1) 3/4'0 KWIK BOLT TZ EXPANSION ANCHOR W/ 6' Min. EMBEDMENT TO. POURED CONCRETE (Typ. TOP & BOTTOM) ALTERNATIVE SECTION X1-X1 W/ © * SEND &, INTERN LLIONt) • • f4"") •• 1 1 2' •• •• • • • • • • •) 1/2' . • • • • • • • • • • • • • • • 4 EXf6tWli • • • a I • • • 1 1/2" 3k3'x1/Z'00'-8" (Ectf 6 LOY), Alum. ANGLE. EA. SIDE WP 43J4"0 THRU BOLTS TO MULLION (2) 3/4'0 KWIK BOLT TZ EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) (END MULLION ONLY) (INTERIOR MULLION ALTERNATIVES SECTION X1-X1 W/ a* (W/ ORIENTATION # 2) (4"x8") * SIDE RAIL QD AND BOX 14-• },IL'lli 4: •\CENse. ' :`. APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W/ LIMITATIONS COVERED ON SHEET 10A "%9A�; FZu IDP�(� E�[� TE SCALE: 1 /6" = 1' �lAa 1� - x` gam: END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION OF 4 NOT SHOWN FOR CLARITY 02014 11LTECO INC. IL EC0INC. T,WT TESTING * ENGINEERING COMPANY (6CF NAL MA R W. MA VFW. WM% n. aloe Plus- : (205)671-1630 DOOM-1a1 s—me0: YR40001ul.c6Tl.com EB—DOG6719 WALTER A 11LUT Jr. P.E. FLORIDA LNG. / 44167 ONLY) • • • • • • • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Nautilus Impact ProtectiveRolllgw System. EXPERT SHUTTER SERVICES INC. 1626 S.W. GILTMORE STREET PORT ST. LUCIE. FL 34984 PHONE: (e0D) 746-0066 . FAX. (772) 871-0900 MY. lb sorwrneo .e. rr. N. P.RN bar DRAWN BY: Y.L 06/11/14 DATE ••• • •• • •• • •• • •• •• 14-050 DRAWING No SHEET 10 OF 26 • Min. ED. n1'��(SEE SCHEDULE #1) EDGE LJ SLAB 1 l'r IF APPLIG+BIE I e 0 3' A A A EXISTING GLASS -1 t U Min. tt II II II E.D, (4) ANCHORS ("(SEE SCHEDULE /11EDGE OF StAB (SEE SCHEDULE IF APPLICABLE POURED CONCRETE 3"x3-x1/4'x0'-6" (re 3 kei Min.), (6061-T6ALLOY) SEE SCHEDULE #1. Alum. ANGLE EA. SIDE WJ (2) 1/2"0 THRU BOLTS TO MUWON© v Q/8 or R/8 or R'/8 V Q/8 or R/8 or RA/8 EDGE OF SLAB,' Min. E.D. IF APPLICABLE (SEE SCHEDULE #1) POURED CONCRETE (re - 3 ksi Min.), SEE SCHEDULE #1. FLOOR TO CEILING / TRAPPED MOUNTING: MULLIONS (G) OR (0 SECTIONS W-1 X1 (IYP. TOP/DDITDO 4' Calid"1.® 3"x3"x1/2'x0'-4" (6081—T6 ALLOY) Alum, ANGLE EA. SIDE W/ (2) 1/2'0 THRU BOLTS LI TO MULLION © 4. EXTERIOR 1/2' 1 1/2' ALTERNATIVE SECTION X1-X1 W/ (G)' (4'x6' INTERIOR MULLION ONLY W/ ORIENTATION 1 2) 3"k3"x1/4"xO'-8' (6061-T6 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 1/2"0 TMRU BOLTS TO MULLION (4) ANCHORS (SEE SCHEDULE E TERIOR /2" 1 I[2' 2" 2' ALTERNATIVE SECTION X1-X1 W/* QsEE MAXIMUMQ(INIERIOR) 6©1 (END h.B(itPtoR) TRAPPED MGUN1ED MULLIONS SPAN COVERED Bi SCHEDULE 1b' FOR RSTAISATION CASES I, la & R ON SHEET 25. (UNTIED LOAD. MULLION SPACING AND SPAN INSTILLATION. IFISHUMA OSE 1 - RESIDRMAL AND COMMERCIAL APPUCATIO S WITH f606 paf. MA)OMUM AS.D. DESIGN PRESSURE RATING, 12'-0' MAXIMUM MULLION SPACING. SEE SCHEDULES 11 & #2 FOR ADDITIONAL SPECS. I&MJ.R y( ME la - RESIDENTIAL AND COMMERCIAL MiiICATION W/ t60.8 MAXMUM A.S.D. DESIGN PRESSURE RATING, 8'-O' MUBM3d MULLION SPACNO. SEE SCHFDRUS #1 k #2 FOR ADDITIONAL SPECS. ASNL DI GCE II - COMMERCIAL APPLICATION FOR t10D.0_N O. MAXIMUM ASA. DESIGN PRESSURE RATING, 8'-0' 1W(IMUM MULLION SPACING. SEE SCHEDULES #i & #2 FOR ADDMONAL SPECS. 2) IACHORS SEE SCHEDULE 12) I(4Nx8" INTERIOR MULLION W/ ORIENTATION # )1 EXTERIOR 1/2- 1/2' ALTERNATIVE SECTION X1-X1 W/ a* (4Nx8' INTERIOR MULLION ONLY W/ ORIENTATION 1 2) 3%3'x1/4"x0'-8' (6061-T6 ALLOY) Alum. ANGLE EA SIDE W/ 2) 1/2'0 TH BOLTS TO MULLION 5 KEDGE OF SLAB ILF APPLICABLE Min. E.D. SEE SCHEDULE #1H (4) ANCHORS (SEE SCHEDULE #1) 1 1/2' 4 ALTERNATIVE SECTION X1-X1 W/ * (4'x8" INTERIOR MULLION ONLY W/ ORIENTAT1OI 0 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS SCALE: 1/6' - I' * SIDE RAIL © AND BOX NOT SHOWN FOR CLARITY 1) • • • • • •• • • • • • • • • • • SCHEDULE• IC • • • • INSTAL AMOK cAses MIN. SLR! THicKNE55 REO'D. • • • • • ANCHOR TYPE k SIZE (7.. 1'OP R r1TCto • e • • . . MIN: ANCHOR ��M MN. t •. DI5TA11ClHE0 FOR .44044 .l �• 5 •' Z• e I 4 3/6"4 FOUL INC HUSH 3/6'0 POWER FASTENER WEDGE-8DLT ANCHOR FOR(G & �'IEb4•) MULLIONS W/ ORIENTATION 12, • • . • 2 4./2' • • • • • 1/2'0 HILTI RIC HUS-H soRgiR 1/' 01YER FASTEAR WEDGE- ANCHOR FOR CJ E 8 % IORR) w/ • • • •MULLION • 3' 0414,4 6' • la 4' 1/2'I HILTI INC KYAK BOLT TZ eNLY FOR®15 (0)INTE&OR #2) & 0 (ENO MUUJON • • MULLIONS W/ ORIENTATIONW/ OTNIOTTATION 11,1). • • • • • • IaAAR' 5 !R "• • • • 1JY0 HIM INC HS UH W 6i•102'0 PIPER FAS1> WEDGE BOLT ANCHOR FOR (C k 0 (END OR INTERIOR MULLION) W/ ORIENTATIONS I OR #2.: • • 3; • • • • • • • %". If 6' 1/210 HILTI INC KYAKBOLT 1Z ONLX FOR G©& + INTERIOR MULLIONS W/ ORIENTATION #2) & (END MULL`(UH. W/ ORIENTATION #i). 3 1/4' 7 1/2' 1/2'i 14LT1 NC )NUS-H SCREW OR 1J2'/ POWER FASTENER WEDGE - SHEET 25, VALID FOR END & INTERIOR MULLIONS 0 • 0 W/ ORIENTATIONS #1 OR #2. 3` 6" SCHEDULE #2 INSTALLATION CASES MIN. SLAB TNK2(NE55 ANCHOR TYPE & 512E (1YP. TOP k BOTTOM) MIN. ANCHOR IN'""" EM MIN, EDGE DISTANCE FOR ANCHOR T. la & II 4' 5/8'0 HILTI INC HUSH SCREW k 5/6"0 POWER FASTENER EDG WE -DOLT ANCHOR 2 1/2' 7 1/2' 0 2014 TILIEOD INC. IL EC O.INc. TIWT TESTIN!G. & ENGINEERING COMPANY 8-mail: tiN630000l.ecm EB-0006719 WALTER A MT Jr. P.E. -FLORIDA Lie. # 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone Nautilus Impact Protective Rolling Sy+tem DRAWN BY: ILL • •• •• • •• • • R• • •• EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. LUCIE. FL 34984 PHONE (800) 740-90.68 . 044 (775) 871-0000 wa 54- 06/11/14 DATE 14-050 DRAWING No SHEET I OA or 26 • • • 7 3/4" MN, E.D. r. N N z= Du' cc �O ON gn a� i 2.8 V X2 EDGE IF APPLICABLE \\\\\\\\ 2 1/2" Min. E.D 2"xMULUON DEPTHx1/8" Cont. ALUM. TUBE (TOP & BOTTOM) W/ 5/16"0 TAPCONS XL W/ 2 1/4' Min. EMBEDMENT 0 24" o.c. 1/411x3/4" ITW BUILOE?( TEN SCREWS W/ 1" 0.D.x0.060" GALVANIZED STEEL WASHER O 24" o.c. 1 1/2" CONTINUOUS POURED 7' CONCRETE (it =. 3 ksi Ain 8" Afn, THICKNESS REQ'D. 7 3/4" Min, E.D. 10" \:\\\\`-\\\\\\ ®OR G1 1 Q/8 or R/8 or R'/8 1^.I EX1611N0 I1MIn; \ GL85S "-A \2 1/2" \\\\ \�I Mina E.D 7 3/4" MIN. E.D. V • 1 CONTINUOUS POURED CONCRETE (f'c = 3 ksi WO Mn, THICKNESS FWD. \� (IYP. TOP/BOTT1) 1 1/2" I � - 7 3/4" MIN, E.D.EO—EO— \\\\\�\\\\\\\\\ ENO CAP Q/8 or R/8 or R78 (WALL MOUNTED SHOWN, MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'—R' ON SHEET 8.) 1 1 /2"x1 1 /2"x0.062"xCONT. ALUM. ANGLE W/ 1/4"0x3/4" ITW 6UILDEX TEK SCREWS 0 24" o.c. TO TUBE, 1 1/2" 10" 1 1/2" V X2 (Tr. TOP/BOT0ON) 4"x4"x3/8"x0`-10"(6081-T6 ALLOY) Alum. ANGLE EA SIDE W/ (2) 3/4'0 THRU BOLTS TO MULLION & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 5" Min. EMBEDMENT TO POURED CONCRETE WALL (TYP. TOP & BOTTOM).. EDGE IF APPLICABLE WALL MOUNTING : MULLIONS (G) OR (t POURED CONCRETE WALL SECTION W-2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W! LIMITATIONS COVERED ON SHEET 11A =rat F• 1/8" = I" EDGE IF APPLICABLE 7 3/4" Min. E.D. 2" 4" POURED CONCRETE (f'c = 3 ksi Min.) 8" Min. THICKNESS REQ'D. 7 3/4" Min. E,G.. - LEDGE IF APPLICABLE T EXTERIOR OR) 4"x4"x3/8" (6061-76 ALLOY) tum. ANGLE EA. SIDE. SECTION X2-X2 W/ OR Ca* (END & INTERIOR MULLION) (W/ ORIENTATION # 1) (6"X4" or 8 X4") `�i f ICliii�9ry+(�% 5 \,NCEN °' STATE OF r� -IVFttllf1ftlfl,E1/ 0' EDGE IF APPUCABLE 7 3/4" Min. E.D. 2" 2 POURED CONCRETE (f'c = 3 ksl Min.) 8" Min. THICKNESS REQ'D. • 4DRERIOR 2" •• 7 3/4" Min. C. • • • • • •• • •• • I -• �J�� 4"x4 3/8" EDGE IF PPPUCABLE-f • • • • Nur1L A1aG SHOE. R • • • • ALTERNATIVE 9ECTeI©TV X2-X111/1IM OR id. (ENQD 4BDe I1 aRIOR MULLION) • • SW/ GRI4ITATION ji 21 • • (4"x6 or 4"4:)• • : • • • • • 4 • • • • • • * SIDE RAIL © NOT SHOWN FOR CLARITY 1 0 2014 TILIEC0 INC. IL E C O INC. \ TILLIT TESTING & ENGINEERING COMPANY WO KM. 3611y EL IL Sm. VRL110 8, a. n. 13131 G9mM : (365),71-1530 . Ge : (336*11-1S11 a -mail: LTt3w•oel.00m F9-0006719 wFLORIDA Uc j 4416E. 7 •• • • • • • • • • •• • FLORIDA BUILDING CODE. (High Velocity Hurricane Zone) DRAWN EN: N.L. Nautilus Impact Protective Roiling System • EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE 1, 1¢GI PORT ST. LUCIE, FL 34984 PHONE: (BOO) 749-9056 . FAX (772) 871-0190 OCIVIITON 06/11/14 DATE 14-050 DRAWING No SHEET 11 OF 26 EDGE IF APPLICABLE I \\\\ 2 1/2\ \\\\\\\\ 7 1/2" MIN. E.D. Min. E.D 2"xMULUO.N DEPTHx1/8" Cont. ALUM. TUBE (TOP & BOTTOM) W/ 5/16"0 TAPCONS XL W/ 2 1/4/' Min. EMBEDMENT O 24` o.e.. 1/4"043/4" ITW BUILOEX TEK SCREWS W/ 1' OD.x0.050" GALVANIZED STEEI. WASHER O 24" o.e. 1 1/4" 3 1/2' 1/4" CONTINUOUS POURED )-EQ, 7 1/2" CONCRETE (f c = 3 ksi Ain.) \\ I Min. . E.D. 6 Min, T 1O NESS 1,I REQ'D. \'\ \\\\\\\\\\\\\,\\`� 4"— END CAP RC) PTTERIOR Q/8 or R/8 or R'/8 u 1 I EXISTING p Min. I GLASS I u \\\\2 1/2" \\\\\ Mint E.D �. 1? 7 1/2" \ MIN. E.D. Q/8 or R/8 or R'/8 E EDGE IF APPLICABLE - LE ---�--- 7 1/2' Min. E.O. -. 2 POUREO CONCRETE (f'c s 3 ksi Min,) 6" Min. THICKNESS REQ'D. 4' DOSIOR 2" 7 1/2' Min. E. EDGE IF APPLICABLE 2 4" OR G1 4"x4"z1/4" (6051-T6 ALLOY) Alum. ANGLE EA. SIDE. ALTERNATIVE SECTION X2-X2 W/ n OR * (INTERIOR MULLION) (w/ ORIENTATION i 2) (4"x6" or 4" s8") (WALL MOUNTED SHOWN, MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'—R' ON SHEET 8.) �1 1 /2"x l 1 /2"x0.062"xCONT.: ALUM. ANGLE W/ 1 /4"0x3/4" ITV! BUILDEX TEK SCREWS O 24" o.c. TO TUBE. 11 1/4' X2, (TIP. 9011/80TIOM) / 1/4 ?/4' `�J ITR. TOP/BOTT(NI) 1 1 1 7 1/2' Cd4T1NUOUS POURED-EO—EQ—�4'x4"x1/4"x0'-6"(6061-T6 ALLOY) Alum. ANGLE MIN. E.D. CONCRETE (re = 3?cfil` EA. SIDE W/ (2) 1/2"0 THRU BOLTS TO MULLION I8n.) 6'1 Min, THICKN \ & (2) 1/2'0 KWIK BOLT TZ EXPANSION ANCHOR \REVD. W/ 3 1/4' Min, EMBEDMENT TO POURED CONCRETE 0414 (TYP. TOP & BOTTOM). EDGE IF APPUCABLE WALL MOUNTING : MULLIONS (G') OR at POURED CONCRETE WALL SECTION W-2 OEND & INTERIOR WALL MOUNTED MULLION INSTALLATION * APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS SCALE: 1/8" = 1" EDGE IF APPLICABLE\ 1-- . 7 1/2" Min. E.D. 2" 4" POURED CONCRETE (f'C = 3 ksi Min) 6' Min. THICKNESS REQ'D. 2' D(TERIOR 7 1/2" MIn. E.O. UTT y� 4'x4"x10:44; 4604111-6 ALLOY) 'um. ANGLE EA SIDE. •••• ALTERNATIVE SEOZ ION X2-X2 TAT/' * (END (�&/ ITLIRIEINS QNM ,L)IONS7 • • • • EDGE IF APPLICABLE • • • SEE MAXIMUM ©(INTERIOR) & © (END & INTERIOR) WALL • • MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FORB • INSTALLATION CASES I' & II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION;: INSTALLATION CASE r - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.8 p.s.f. • • MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0' MAXIMUM MULLION SPACING, VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS—H OR POWER FASTENERS WEDGE —BOLT ANCHORS. INSTALLATION CASE I[' — COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.A. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. * SIDE RAIL 0 NOT SHOWN FOR CLARITY 0 2014 TILTECO INC. IL ECOINC. \ 11WT TESTING & ENGINEERING COMPANY 6LJ M.R. MN. R. A. JOS, oNsMA WI®'e. R. MINN Pam (305))571-16.10 . fa" : (305)871-1511 .-mo2: 101 0005ol.0010 EB-0006719 WFLORIDA U. 441 P.E. • •• • • • • • • • • • • • • • • • • • • • •• • •• • • • •••10• . • ..• 1510 • • • FLORIDA BUILDING CODE (High Velocity Bursicane Zone) I�►� DRAWN Br: ILL Nautilus Impact Protective Rolling System EXPERT SHUTTER SERVICES INC. 1826 S.W. 8ILTMORE STREET PORT ST. LUCIE. FL 34984 PHONE: (500) 748-006e , FAX (n2) 571-0040 KV. No ccINN.a oorr emrRN 06/11/14 GATE 14-050 DRAWING No SHEET 11A OF 26 • EDGE OF SLAB IF APPLICABLE POURED CONCRETE (Yc = 3 k&i Min.) 8" Min. THICKNESS REO'D.' EDGE OF SUB IF APPLICABLEI Mih. E.D. " Min. E.D EXISTING-1 GLASS p JI 1" Mi Q'/B 11 L T-1 111 " Min. E.D. Min. E.D. EXTERIOR Q'/8 X3 (TIP. TOP/BOTTOM) FOR (1) 3/4"d KWIK BOLT jq EXPANSION ANCHORS O END MULLION G (ORIENTATIONS #1 & #2). FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHORS 0 INTERIOR MUWON .� (ORIENTATION #2). EDGE OF SLAB IF APPLICABLE POURED CONCRETE (f"C = 3 kei Min.) 8" Mln. THICKNESS REO'D. i 1 j EDGE OF SLAB IF APPLICABLE FOR (2) 3/4"0 KWIK BOLT TZ ErANSION " Min. E.D. 1 ANCHORS 0 INTERIOR MULLION (ORIENTATION #2). FOR (1) 3/4"0 KWi( BOLT EXPANSION W ANCHORS 0 END MUON (ORIENTATIONS #1 & 02). FLOOR TO CEILING / TRAPPED MOUNTING : MULLION G1 E.D. " Min. E.D " Min. E.D. SECTION W-3 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W/ LIMITATIONS COVERED ON SHEET 12A SCALE: 1/8" = 1" 3"x3"x 1 /2"x0'-4" (6061-T6 ALLOY) Alum. ANGLE EA SIDE W/ (2) 3/4"0 THRU BOLTS TO MUWON p & (1) 3/4"0 KWIK BOL TZ EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) 4" SECTION X3-X3 VW a* (END MULLION ONLY) (W/ ORIENTATION # 1) (74z4") 77 EXTERIOR EXTERIOR 7" 3"x3"x /2"x3'-7" (6061-76 ALLOY) Alum, ANGLE EA. SIDE W/j2) 3/4'd THRU BOLTS TO MULLION Sc (1) 3/47o KWIK BOLT TZ XPANSION ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOA° (END MULLION ONY) ALTERNATIV �:�5• lJ1 No. 4416? • • . • 1/2" • • 1. 1/2" • • • • • • • • ..•• r1H.. __ • II .•.. 1 LW 1/2 • • • • • • • 3"x3 a /2 x0'-7" (6061-76 ALLOY) •• • Alum. ANGLE EA. SIDE W/ 2) 3/4"0 THRU BOLTS TO MULLION do (2) 3/4 0 KWIK BOLT TZ E PANSION ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) (INTERIOR MULLION ONLY) E SECTIONS X3-X3 W/ t)* (W/ ORIENTATION # 2) (4"x7") * SIDE RAIL ® AND BOX NOT SHOWN FOR CLARITY. 0 2014 T1LIEC0 INC.. IL E C O INC. TILLIT TESTING & ENGINEERING COMPANY 6.136 N.t 3419. St. u". 306..• O. 9nm414. n. 13106 Rom : (303)571-1630 . Fm ; (376)Vl-1631 •-moll: Ulteco•acl.coln EB-0106719 WALTER A. TIWT Jr. PE FLORNA (Jc. / A4167 � • .. 9 • • • • • • • ••4 •• 4 • •• • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Nautilus Impact Protective Rolling System DRAWN 6r: N.L EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTNORE STREET PORT ST. LUCIE FL 34984 50301E (600) 749-0055 . FAx: (772) 671-0990 149691,625 1 u1c 1 W. 9. 1 _ eoo.lx« 06/11/14 DATE 14-050 DRAWING No SHEET 12 OF 25 • Min. E.D. EDGE OF SLAB r (SEE SCHEDULE #T1)-I1 IF APPLJC BLE 1 \ f 7 e EXISTING GLASS Min. E.D. (SEE SCHEDULE #1)-1E OF SLAB I IF APPLICABLE e Min. POURED CONCRETE (f'e a 3 10j Mln.), SEE SCHEDULE #1. EXTERIOR Q'/8. Q'/8 3"x3"x 1 /4"x0'-7" (6061-TS ALLOY) Alum. ANGLE EA. SIDE Wt (2) 1/2'0 THRU BOLTS TO MULUON J (4) ANCHORS (SEE SCHEDULE 1) 7 2" 1/2 1/2' EXTERIOR ALTERNATIVE SECTION X3-X3 W! CGO4 * (W/ ORIENTATION # 2) (2"x7" INTERIOR MULLION ONLY) • SIDE RAIL © AND BOX NOT SHOWN FOR CLARITY. E IF "APPLICABLE ll X3 (TYP. 1DF/BDTTO4 1737 (iYP. TOP/ 601TON) ///P// DGE OF SLAB I 3" 1" 1 Min. E.D. Min. E.D. "(SEE SCHEDULE /1)— "(SEE SCHEDULE #1) POURED CONCRETE• SEE SCHEDULE #1. EDGE OF SLAB IIF A'PUCPELE FLOOR TO CEILING / TRAPPED MOUNTING : MULLIONS a SECTION W-3 Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS e[•JI F': 1 /8" - 1' trig //,(�G �"O •• /Jlr`ac.LY/ LO�yROQ /.4Q "14 gen . �. TE Ifl)1Lait SEE MAXIMUM 0) (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED DY SCHEDULE 1 b' FOR INSTALLATION CASES I, Ia & II ON SHEET 25. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE I - INSTALLATION CASE Ia - INSTALLATION CAM II - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60:8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. SEE SCHEDULE #'1 FOR ADDITIONAL SPECS. RESIDENTIAL AND COMMERCIAL APPLICATION Wf ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, B'-0" MAXIMUM MULLION SPACING, SEE SCHEDULE_ #1 _FOR ADDITIONAL SPECS._ COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, B`-O" MAXIMUM *MULLION :F9AL'MG!' SEE • SCHEDULe J.• •FOR ADDITIONAL SPECS. • • •••• ••4 • • SCHEDUI fy #J • • • • • • INSTALLATION ION MIN. SLABrss THREVD-.. ANCHOR TYPE** SIZE (TYP. TOP t iviojq, MIN. ANCHOR EMBEDMENT RtIN. EDGE , ISTANCE MR' ANCHOR • 4. • 3/8"0 HILT1 I1f4 HLIB•H SCREW, 3/8"0 POWER" LIIASTEFJ N WEDGE- BOO: ANCROR• - • • •• 2 1/2" • • • • • • 5 1 %2". •: - la4"' 1 /2"0 HILTI I�C KWIIs BOLT TZ • • • ' A( 2 V. • •• • • 5 1 /2" • •• II 6P • �� 1/2.T. HILT) INe I<WIK • BOLT TZ 3 TAP. : 7 1/2"• • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone). ••• •• ••• • ••• • •• • •• ••• •• • ••• • Nautilus II�I1�� Impact ProtectlroRolingSystem IL E C O INC. EXPERT SHUTTER SERVICES INC. T1WT TESTING G ENGINEERING COMPANY um Na 66n. N4 a. 604. \etaNN awmna. FL 3.3166 1626 S.W. BILTMORE STREET 'bone : (]063371-1630 . E.: (403)071-1e01 PORT ST. LOCI . FL 34964 a -mail: 611aco0ael.eom PNOHE: (6p6) 749-3046 F. (T72) 071-0030 EH-0006716 �,iy 1 sax .�P,aN eaN WALTER A. TILUT Jr. P.E. ' M-ORIDA Us. / 44167 1 N C) 2014 TILTECO INC. DRAWN BT. 11.L. 06/11/14 DATE 14-050 ORAWINO Ne SHEET 12A OF 26 •e• • EDGE IF APPLICABLE...,, 2"xMUWON DEPTHa1/8' Cont.. \ \\\\\%TT /\ 516.0APCBE ONS XL W/ BOTTOM)1/4" _ 2 1/2' \\ \Min. EMBEDMENT CO 24' o.c. 7 3/4 Mtn.l E.D I MIN. E.D. 7 CONTINUOUS POURED \\\\\\\ CONCRETE (fc = 3 ksi MR 8' Min. THCKNESS REQ'D. ID 7 3/4" NOTCH WEB Ep; Mtn. E.D. (, TOP/\BOTTOM) IL 1 DRABS G II II E0.- 1/4"0x3/4" I1W BUILDER TEK SCREWS W/ 1 0.D.r0.060' GALVANIZED STEEL WASHER 0 24' o.c: END CAP (WALL MOUNTED SHOWN, MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION Q'-0' ON SHEET 8.) EXTERIOR. V Q`/8 j 7 3/4' \\\z 1/2" \\\\\\ Mtn„ E.D MIN, E.D. 1) Q® "x LANGLE W/ 1/4"60O 3/4" ITW. BUILDEX TEK SCREWS C 24" o.c. TO TUBE. 1/2" CONTINUOUS POURED 7- CONCRETE (fc = 3 ksi thin. 8" Km THICKNESS REQ'D. 7" 1D V X4 ow, TOp/J3ROM) 7 3/4' 1 1/2' - i 1/2" X4 MP. TOP/000044) MIN. E.D. EQ EQ 4"x4"x3/8'x0'-10" (6051-T6 ALLOY) Alum. ANGLE EA. SIDE Wf (2) 3/4"0 THRU BOLTS TO MULUON 4" & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 5" Min. EMBEDMENT TO POURED CONCRETE WALL. (TYP. TOP & BOTTOM). WALL MOUNTING : MULLION a7 POURED CONCRETE WALL SECTION W-4 END & INTERIOR WALL MOUNTED MULLION INSTALLATION * APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W/ LIMITATIONS COVERED ON SHEET 13A SCALE: 1/8' a 1' \\\\\\\\\\\\\\ EDGE IF APPLCABLE EDGE IF APPLICABLE 7 3/4' M1n. E.D. POURED CONCRETE (f'c A. 3 ksi Min.) 8" Min. THICKNESS REQ'D. 2' 7 3/4' Min. E.D. 4' 2' 4" EXTERIOR 2' 4" 2" I• • • • • 4'44"x3/8" (6061-T5 ALLOY) • • • glum. ANGLE EA SIDE, EDGE IF APPUCABLE� SECTION X4-X4 (END & INTERIOR MULLION) (W/ ORIENTATION # 2) (4"x7") * SIDE RAIL (1) NOT SHOWN FOR CLARITY 0 2014 TILTECO INC. IL EC0SHE.\ TILUT TESTING it ENGINEERING COMPANY 4356 N.W. 1Nh 31. SY. 305. w621,6A0q{Rli N 33166 Rem : p05p11-1660 . 1." : ()671-1551 6-rod: Ulbeo•6ol.00m EB-0006719 WALTER A. TOJJT Jr. P.E. FLORIDA U6. % 44187 • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • •• • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) DRAWN B(: 4.L Nautilus Impact Prote dive Robing System. EXPERT SHUTTER SERVICES INC. 1826 S.W. BILTMORE STREET PORT sr. LUCIE. FL 34984 P110130 (W00) 116-9056 . 1,430 (772) 511-0660 03110211011 940 Y..e. e 00/11/14 DATE 14-050 DRAWING No SHEET 13 Or 26 • EDGE IF APPLICABLE- 1 2\\\\\ 4 3/8" Min. E.D MIN. E.D. I I 2"zMULUON DEPTHX1/8" Cont. ALUM. TUBE (TOP & BOTTOM) W/ 5/16"0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT 0 24" o.c. / 1/4"0x3/4" 11W BUILDEX TEK SCREWS W/ 1" 0.0..0.060" GALVANIZED STEEL WASHER O 24" o.c. 3 1/2" 4 3/8" Mtn. E.D. I \\\\\\\�\\\ CONTINUOUS POURED -, ` r CONCRETE. (fc = 3 M91 Min.) 8" Min. THICKNESS REO'D. MI"' EXISTING II GLASS 6 / (WALL MOUNTED SHOWN, MAY OBE ALSO INSTALLED TRAPPED MOUNTED PER SECTION Q`-0' ON SHEET 8.) EXTERIOR ® II II Q7i8 it ' " \\2 11/2" Min. E.D 4 4/8" MIN. E.D. \\\.\\\ 1 Qe/8 1 1/2"xt 1/2"x0.062"xCONT. ALUM. ANGLE W/ 1/4"0x3/4" ITW BUILDEX TEK SCREWS ® 24" o.c, TO TUBE. • X4 (TYP. 10P/90TTO1n 3 1/2" 1e 4 3/8" N_(2) 3/8 0 KWIK BOLT TZ EXPANSION ANCHOR MIN. E.D. " W/ 2" Min. EMBEDMENT TO POURED CONCRETE WALL. ()'P. TOP & BOTTOM). X4 (TIP: TOP/BOTTOM) EDGE IF APPLICABLE \ CONTINUOUS POURED CONCRETE (f c = 3 Isi Min.) 8" Min. THICKNESS REQ'D. WALL MOUNTING : MULLION a POURED CONCRETE WALL SECTION W-4 0 INTERIOR WALL MOUNTED MULLION INSTALLATION EDGE IF APPLICABLE-1 4 3/8' Min. E.D. CONTINUOUS POURED CONCRETE (f'c = 3 I® Mn) 8" Min. THICKNESS REVD. 1" 2e. 4 3/8'. Mirt.,..E.R ' I 7 1/4" EDGE IF APPUCABLE J SECTION X4-X4 WI a* (INTERIOR MULLION) ORIENTATION # 2) (2"x7") EXTERIOR • • • • •• • • • • • • • • • • • • • Q SEE MAXIMUM () (INTERIOR) WALL MOUNTED MULLI.tM SPAN• COVERED BY SCHEDULE 2b` FOR INSTALLATION CAS 1.86• II' ON SHEET 25 (LIMITED LOAD; MULLION SPACING.AND• • SPAN INSTALLATION): • • • INSTALLATION CASE r - RESIDENTIAL AND COMMERCIAL • • APPLICATIONS WITH ±60.8 p.s!f! • MAXIMUM A.S•D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSTALLATION CASE 11' - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. * SIDE RAICO NOT SHOWN FOR CLARITY APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS pz, Sem F 1/8" - 1" 0 2014 TILTECO INC. IL ECOINC. \ T1LLR TESTING & ENGINEERING COMPANY 6366 N.W. AA,A_Ao. ]O3. 111101149 OMENS. FL 33166 qp,w : (S9*7l-1630 . G. (305W5..163I a -mat Ult 0e•col.mm EB-0006719 WALTER A 11WT Jr. P.E. FLORIM Ue. / 44167 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) DRAWN BY. 11.L Nautilus Impact Protective'lolling System EXPERT SHUTTER SERVICES INC. 1626 S.W. BIL1MORE STREET PORT ST, LUCIE, FL 34984 PHONE (600) 749-9066 . FAX: (TT2) 871-0990 A. oa'iANX MIL F'..e Ed1M. lc0 Me 06/11/14 DATE 14-050 DRAWING No SHEET 13A OF 26 • • • • • • TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED. CELL CONCRETE BLOCK STRUCTURES (*) STEP 1: OBTAIN JOB SITE'S A.S.D. DESIGN PRESSURE RATING (p.s,f,) FOR THE OPENING AND DESIRED SLAT SPAN "L" (ft) TO PROTECT IT (SEE GENERAL NOTE #2, SHEET 1). STEP 2: ENTER TO CHARTS I (la 0i2 IbTYPTHRU IV ON SHEETS 15 & 16 TO DETERMINE, BARBED ON AN —"� ASSUMED SLAT SUP (In), ANCHOR E AT SIDE RAILS; A.$.D; DESIGN PRESSURE RATING (p.s.f.); AND SLAT SPAN`L"(ft ; THE REQUIRED FINAL SLAT SUP THAT SLATS MUST BE INSTALLED WITH TO MEET THE REQUIRED A.S.D. LOAp ANC) DESIRED SLAT SPAN. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IV TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: • -ENTER A.S.D. DESIGN PRESSURE RATING; SEE STEP (1) ABOVE. • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE, CONSIDERED: L. THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN SLAT SLIP (117,1/4", 1/8") MAY BE USED, FORA GIVEN A.S.D. DESIGN PRESSURE RATING. (-MINI THIS IS THE MINIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN SLIP (1/2',1/4', 1/8') MAY BE USED, FOR A GIVEN A.S.D. DESIGN PRESSURE RATING, IN CASE JOB SITE DESIRED SLAT SPAN (L) WAS SHORTER THAN LMIN, THEN GO TO THE OTHER CHARTS WITH A SHORTER SLAT SUP AND VERIFY THAT (L) IS ALLOWED FOR THAT OTHER SHORTER SUP. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHARTS Ic, IIc, III & IV: PROVIDES SEPARATION TO GLASS FOR PRODUCTS W10 OR W/ STORM BARS (SEE STEP 4). STEP 3: OBTAN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Vs & Vb. ON SHEETS 17 & 18. ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE, SUBSTRATE; MOUNTING TYPE, A.S.D. DESIGN PRESSURE RATING & SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING (INCHES ON CENTERS), SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. STEP 4: IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS & MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. PROCEDURE 4a: IF STORM BARS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART Ic, ON SHEET 15, IT $HALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD ; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3 ON SHEET 23, WITH A.S.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP & BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4b: IF MULLIONS ARE USED BUT W/O STORM BARS SHALL 1. MINIMUM BEBA EIION SEPARATION IeGIIe,SFOR 1II &SIV ON SHEETLATS IF S 15 & 16. IT S ARE SHALL BE MEASURED BUT W/O STORM FROM BACK OF SLATS TO GLASS. 2. ENTER SCHEDULES 1 a THRU 2c ON SHEETS 24, 25 & 26 W/ A.S.D. DESIGN LOAD ; MAXIMUM MULLION SPACING (MAX., 12', 8' OR T), AND DEI tIMINE MAXIMUM MULLION SP (MULLION T)W/ ALLOWABLE L & S INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN (G , 33(�Z� MULLION ORIENTATION. 3. SEE SHEETS 10, 10A, 11, 11A, 12, 12A,13 & 13A FOR REQUIRED MULLION CONNECTION DETAILS AT TOP&BOTTOM €OR•FL.00R-TO CFILING (TRAP ED).QR W L MOUNTINGS OEMUL_LIONS INTO CONCRETE FORA GIVEN MULLION TYPE ( ) ' & J)• PROCEDURE 4c; IF BOTH STORM BARS & MULLIONS ARE USED _S- 1, MINIMUM SEPARATION TO GI 4P- FOR SLATS 1F BOTH STORM BARS ANW4U.. ARE USED SHALL BE BASED ON CHART Io, ON SHEET 15, IT SHALL BE MEASURED FROM BA OF SLAT% ti•A • GLASS. • • 2. ENTER TABLE 1ONSHEET 22WtA.S.D.DESIGN LOAD AND STORM BAR ; ViA•NDDETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). • • • • •R�, • 3. ENTER TABLES 2 OR 3 ON SHEET 23, WITH A.S.D. DESIGN PRESSURE RASING A11D•STORM I ��• SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNBOf* N TO CONCRETE & BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGg D FOR VARIOUS ANCHOR & TYPES HOIICCE OF 2 QRANCHORS NT PER CONNECTION DEPENDINBLE G ON LLO groRMS� TION6 SPACING. • • • 4. ENTER SCHEDULES 1a THRU 2c ON SHEETS 24, 25 & 26 W/ A,S.D. DESIGA PRESSURE RATING ; MAXIMUM MULLION SPACING (MAX.. 12', 8' OR T), AND DETERMINE MAXIRIUM MULtION SPAW • (HEIGHT) VW TYPE & ALLOWABLE EN INTERPOLATION ERPOL ORIENTATION. IN BETWEEN SPACINGS FOR: GIVEN S,( , 0� ,• 5, SEE SHEETS 10, 10A,11, 11A, 12, 12A, 13 & 13A FOR MULLION CONNECTION DETAILS AT TOP & • • BOTTOM FOR FLOOR TO CEILING RAEPED) QR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FORA GIVEN MULLION TYPE (C), * PROCEDURE PER STEPS 1 THRU 31S SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS 20 & 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. O 2014 TLLTECO iNG. IL EC O .NC. TNLLR TESTING & ENGINEERING COMPANY MS Mk(�)mi-165w . fm,:A(l06G)8-1aWIAue e-P,•n: tltew•ow.00rn ®=0006719 WALTER 0. T1'JJT Jr. P.E. FLORIDA LID. 44167 •. • • • • ••e•• • •• 6••• • •• • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) DRAWN E1': N.L Nautilus Impact Protective Rolling System EXPERT SHUTTER SERVICES INC. 1828 S.W. BILRJORE 576. I PORT Si. UJCIE, FL 34984 NONE: (Boo) 749-9056 . FA%: (772) 671-ono esr,w an rirn 06/11/14 DATE 14-050 DRAWING H• SHEET 14 OF 26 • SLAT PERFORMANCE CHARTS Ia. Ib & IQ: (ONLY VALID FOR 1/2" SLIP) FOR A GIVEN A.S.D, DESIGN PRESSURE RATING (p.s.f), PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/ OR W/0 _ CHART I$. 01 vfrvl OMrc. - CHART Ib USEW/ Is CCHART IC 115E MAXIMUM POSQNE ASA. U4AD VALUE USE W OMW• VALUE AND WEGATNE ASA• LO!(D 8E111m1 POSIINE 3/8"f6 KWIK BOLT 3 ANCHOR 5/16e0 TAPCONXL ANCHOR 'etSLAT SR9N ' GROUT F EDCEt. mock POURED CONCRETE A.S.D. DESIGN mssuBE A r,40_ (PH>� MAX, SLAT SPANSLAT '.MA)." (FT)T sciAN REQUIRREPA FD 70 BASLAT (in) _. _Wow.: as room* _,: us NGIEs * '� _ BFE NGRLB 4-' SEE IIDTq * 'W"- : SEx WOO• TIVPPED -- __ sEe ilolFs *sE, e(w-our ,--►lo(t!TN * 9uw-OUT U SEE *Mrs * eUR'8: -W/0 STORM aRs:: _ . 0.si(1ems 300 20'-0'. 15-4" ' 20'-0'.. 20`-0". 20'=0" 15'-4" 20'-0' 18'-0" 8'-1" 11 1/2' 4' 2D'-0P 15'-3' .. 20'-0" 18'-0" _ 20'-O". 15'-0' - 18'--0' - 16'-3: T-9' 11 9(2" .. 4.. ... - .38.0 4031 20'-0' . 15'-2" 19'-7' 16'-6" 20'-0' . 14'-5" tT.-4' 14'-10' T-5` 11 1(Z" 4. 45.0 20`-0' 15-0'. 18'-0' 15.-3' 20'-0" 14'-2" 16.-0" 15-9" _7-2' 11 "- 4. - 50.0 20'-0" 14`-10" 16'.-9" 14'-2"- , 19,-1" 131-1' 14'-10" 12'-10` , 7'-0" 11 1/2' 4• 55.0.' 20'-0" 14'-8" 15'-8'-- 13'-4" 17'-9" 12`-4' 13'-11" 12"-1" 5'-9" 11 1/2" 4' .. 60.0 19'-5" 13'-9" 14'-9.". 12"-7" 16-9" 11.-8" 13'--2" 11.-5" 8'-9' 11 1/2" 4' 85.0 18'-4' 12'-11' 13'-11" 11.-11' . , 15'-9" 11'-0" 12`-5" 10`-11" 6'-9" 11' 4• 70.0 17'-4' -- 12"-1" 13`-3' 11'�-4'. . 15'-0" 10'-6" ..11'-10° 10.-4" 8'-9" 11' 4' 715.0 16'-8' 11'-7' 12L7'. 10'-10' 14'-3' .10"-0" 11.-4" 9'-11" 8'-9' 10 1/2' 4' 15'-9' 11'-0" 12'-0". 10'-5' 13'-7' .9'-5" 10'--10" 9'-7" 6'-9' 10 1/2' 4' .80.0 .. 10' . 4' ' t10.0. 14'-2' 10'-1" 1]'-2' 9'-8" 12'-8" 8'710' 10'-1 . B-il" 6'-9" tO' 4 95.0 13.-5" 9'-8' 10'-9' 9'-4" 12'-0' 8'-5" 9.-9. ..8 -7' 6'-9' 9 /2' 4 100.0 12'-9' 9"-4" 10'-5' 11•-8". 8,.-14" - 9'-5" 8,-4' 6.-9" 9 1/2' 4" 105.0 . 12.-2'_ 9'-0' 10.-1" .9.-1- 8'-8• 11'-3' 8'-0.. 9'-2" 8'-2" 6-9' ... 9 4. 110.0 11'=7" 8':-8" 9.-.9" .. 8'-8: 10•-11" 7'-10" $'-10' 7'-11'. . 6'-9" 9" 4" 115.0 11'._1 r 6'-5' 9'-6- . 8'-4• 10'-7' 7'-8' - .. 8'-8- 7-8 6'-9' 9' - 4"... _ .. 120:0. .10 -8' 8.-1. 9'--.3` 81-2" 10'-3" 7'-5" 8'-5- . 7'-6' . '. .. 125.0 10"-2'... 7'-9- 9'-0' 7'-11' •10'-0" 7.-2" - 8'-2''- 7,-4" 6.-9" .. 9. 130.0' 9'-10' 7.--8' 8'-9' 7*-9' 9'=9" T-O' 8'-0` 7.-2" 6'-9 9" 135.0. -_ 9'-5" 7'-2' 8"-13° 7'-7• 9'-8' 8'-10' 7'-10" . 7'.-1" 6'-9' 9' 4" 140.0.. 9,_1, 6,-11",. 8'-4. 7,-5. 9.-1. - T-8" 6,-t1' 6,-9, a. 4 .. 145.0 8`-10' - 8'-:2` 8'-10' - ... 7'-6". - ` -6'-9 ... 8' 4 150.0 .8'-' 6 -.. . 8-0" .7'-3."' 7'-2' 8'' -.8 .. - 7'-4" _ _-. 6'-g' 8°'. .4' 155.0 . 8'-3' - 7'-10- . 7'-0" 6'-3' - 7'-2' - g -9" 8", 4' 150.0 8'-0' - - 7.-8" 8'-1O" 8'-0" - 7'-1".. - 6,-9" 8".. 4" 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8"/ KVAK BOLT 3 ANCHOR OR 5/18"• TAPCON XL ANCHOR, INTO POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR WITH 1/4"4 TEK SCREWS AT MULLIONS CONNECTION. VAUD FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY UNEAR INTERPOLATION BETWEEN END VALUES. 0 2014 TILTECO INC.. IL EC 0'NC. \ TILLIE TESTING & ENGINEERING COMPANY e556 X.M. 3001. 9C SW. JW MW° 0N6100, 8. 0110 Phew : (595)611-1550 . Fe.: (506)871-1551 e-moil: tiltaw000l.com E0-0006719 FLORIDA Uc / 44167.E. • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • •••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• FLORIDA BUILDING CODE (Sigh Velocity Hurricane Zone) DRAWN BY: !►�i N.L Nautilus Impact Protective Rolling System EXPERT SHUTTER SERVICES INC. 1626 S.W. 9ETM0RE S 10t1 PORT ST. LUCIE, FL 34964 PHONE: (800) 749-0069 , FAIL (n2) 871-0990 R". Co OaMIUH ar.K •9Ce O DWI 06/11/14 DATE 14-050 ORAWING rb SHEET IS OF26 SLAT PERFORMANCE CHARTS IIe.. IIb & ITC: (ONLY VALID FOR 1/4" SLIP) FOR A GIVEN AS.D.DESIGN PRESSURE RATING (p.s.f), PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/O STORM BARS SLAT PERFORMANCE CHART III : (ONLY VALID FOR 1/8" SLIP) FOR A GIVEN AS.D. DESIGN PRESSURE RATING (p .f), PRODUCT MOUNT CONDmON INCLUDING ANCHOR TYPE AND FOR iN$TALLATIONS W/0 STORM BARS CHART IIa CHART lib USE W/ CHARTS IIe813b CHART ILO USE MAIONIAI NOLT E DEMO* PQSIINE AND NFAIIRVE AS,D. L61D POSTNNE ASD. LOPO 3/8"0 KWIK BOLT 3 ANCHOR POURED CONCRETE 5/16"0 TAPCON XL ANCHOR TO POURED OONCR5t OR GROUT FILLED CELL commit eIDCK 1.1AX.,SLAT SPAN "Li " (FT).. MAX. A.S.D, DESIGN PRESSURE WALL ,TiATRfli= -- YOIRR (p51) ICE NCIE8 * TRIPPED fix IgMFE * MAX. SLAT SPAN "LMAX.' (FT) MIN. SLAT SPAN 0.1111 3/N1p*60Xola6n> TO (066 WEASURID TO MK OF SW 08) ButD-our 9UlD..oui�L" 10•1. TRAPPED IMOUMT��::�IAOIMf_ :�NgINT. SEC NOTES * 65E NOTES* SEE TOM* 6010'O(R BUMP -OUT. MouNr'r/Q set k BEE Nerm * •ueD0 tam. _W/0 STORM:PARS...- 30.0 35.0 40.0.. 45A 50.0' - 55.0 60.0 65.0 70.0 75.0 50.0 55.0 90.0 Too.0 105.0.., 110.0 115.0 120A 125.0 130.0. 135.0 140.0 146.0 150.0 155.0 160.0. 7'-8" 7.-7" 7,_4'. 7'-3' 7•-3" 7•-3" 7.-3' 7'_3• 7•-3, 7,-3" 7'-3" 7•-2• 6.-10" 8"-s" 8•-6• W-4" 6'-0" 6•-0" 6'+0' 6'-0" 7•-9" 7,-7" 7•-4" 7•-3" 7'-3" 7'-3' 7-.3" 7.--3" 7._3" 6'-10" W-8" 6'-6" 6.-4" 6'-2" 6•-0" 8'-3" 7'-9" 7.-7" 7'- '7"-3' . 7'.._3" 7'-3" 7.-3' 7'-3' 7'-3" 7'-3" T -3 7'-3" 3,- 7,-2" .. 7'-0' 6'-10' 6..-8" 6'-e• 6.-4" 6.-3" 6'1" 6'-O". 6'-0" 7'-9" 7,-7" 7,-3" .. 7.-3. 7'-3" 7.-3" 7,-3' 7•=3" 7•-2" 7•-0' 6•-lo" 6'-6" 6.-5' 5•-4 • 6•-3" 6'-1" 6.-0" 6'-0" 6'-3" 7'-9' 7,�7• 7.-4" 7'_3, 7'-3" 7,-3' 1"-3" 7'-3" 7,-3" T-3'. 7'-2 6'-8" C-6" 6•-4" 6•-1' 6'-0' 6'-0" 6'-0" 6-Or. 5'--11" 6'-0" * 1>?OM 1. ABOVE INDICATED MAX: SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 1.5 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND DESIGN LOAD. 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8"I KWIK BOLT 3 ANCHOR OR 5/16". TAPCON XL ANCHOR INTO POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK. OR WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED, TRAPPED MOUNTED. AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. 7.-9" 7 -7• 7•-4" 7,-3".. 7'-3' 7•-3' 7'-3" 7'-3' 7'-3' 6'-10" 6'-8• 6'-r 6'-4" 8'-2" 5•-10" 5,-9• 7'-7" 7'-4". 71-3" 7'-3" .. 7'-3' 7•_3• 7'-3" 7-3" 7.-3" T-3" r-r 3" T.-2" 6'-10 6'-6" 6'-4" 6'-3' 6'-1• 6,-0" 8.-0. 8'-3" 7'-9" 7-7" 7,-4' 7•-3" 7"-3" 7'-3• , 71-3• 7'-3" 7,-3" 7'73. 7'-2' 7•-0' 6'-10" 6'-8" 6'-6" 6'-4" 6'-3. 8•-1' 6,_0" 5 -11" 5•-10' 5'-0' 7'-3" 7•-0' 6'-9" 6"-6" 6'-4' 6=2' 6.-1" 5':-11" 5'-10 5'-10" 5 -10• 5'-TO" 5'-10" 5'-10" 5•-10' 5' 10" 5-10' 5'-9" 5.-7. . 5-8' 5•-5" 5'-4' 5._2" 5,-2" 5 1/8' 3/8'0 KWIK BOLT 3 ANCHOR & 5/16"s TAPCON XL ANCHOR POUTED CONCRETE TO POUTED CONCRETE OR. GROUT Fp1ED CELL CONCRETE BLOCK USE MA101014 VALLAE BETWEEN MSC RIARIALLIMI POSITIVE A.S.D. FOS WE AND NEGATIVE: AS.D, . LOAD Vu tic MX. $LAT MSL SLAT RECURS, MIN; SEPAtu1n11 SPAN SPAN TO 1RAES le1aRED 10 •LAW(." (FT) "L►IN. (FT) DACK Cr OAT On) DADA sow..ou .SJTF u (PM) MAL•IL.,w/ W/ w/0 STORM BARS 30.0 7,-6' 6'-7". 35A 7'-2" 6'-4".. .40.0 6'-9"'. 8.._ 1" 45.0 6'-8' ...5'-11' 50.0 6'-5" 5'-9". 56.0. 6'-3" 5'-7": 80.0 6'-1" 5'-5" . 65.0 6'-D" .... .5,_4" . 70.0 5'.-10'. ' 5' -2' 75.0: 5'-9" 'S•-1" sox) . 5'-9' 5'-0" 65.0. 5'-9' 4'-11" 90.0 5'-9" 4'-10" . 5" 950 5•-9" _.: 4•-9" 100.0 5'-9" ... 4'-8" 105.0 - 5'-g" : 4.-5" -.. 110.0 5'-9" .. 4'-7" 115.0 5'-9" 4,-6" 120.0 5'-8" 4'-6" 125.0. 5'-6" 4'-5' 130.0 5`-5" 4'-4" 135.0 5'-4" 4,-4" 140.0- 5•-3 4,-3".:. 145.0 5"-2" 4'-3" 150.0 5'-1" 4'-3" .:.. 155.9 5'-0" 4'-3" 160.0 4•-11".. 4'_3" .. 02014 TILTECD INC. IL ECO^� TILLIT TESTING & ENGINEERING COMPANY 1055 M.R. 3419. 61. 6Y. 304 "W"M 04006, 5. 33166 ?ham : (305071-1330 . Fox 1 (305)571-1531 a -mall: t3t.co•oo1.com ETC-0005719 W FLORIDA A Lk / 44167 SLAT PERFORMANCE CHART IV : (LESS THAN 1/8' SLIP) FOR A GIVEN AS.D. DESIGN PRESSURE RATING (p.s.1), PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/O STORM BARS yro KWiKBOLT 3 ANCHOR & 5/18ro0 TAPCON06XLgANCTEORHOR PouREn CONCRETE POURED C CROIR FIUE'D CELL CONCRETE BLOCK USE PAWWM AWE BETWEEN POSITWE AND NERATNE A.S.D. 1.0,N) mg- MAXIMUM POSTTNE A6D: LOAD W.X. SLAT IL011. SLAT mum 111. stsm114/10ti SPAN SPAN To 6U6R TFASURED To "LMAX,' (FT) tsiit&" (FT) BAas or •1A1 on) DES N 1tML MOPED pNL 1R em LOAD (P0f) &«y�y �w%&/L r .worm*- Q((I•1� nyIt i -5f ....`' W/O STORM BARS -. _ ..... 30A ' 6'-6" 35A 6'-3" W 40.0. 6'-0'. • 1 45.0 5'-ID' e • • • 1 50.0 � 5`-O�. • • • • • • 55.0 5'-7' 1 • 60.0 5'1'5••10• - • • • • •6 55.0 5'1,4 •a•• • 70.0 5'-3" • •• 80.0 4'-14"••• 4'-1D" • . • W 55.0 90.0 4.t, • • • • 0._0. : • 5' • 95.0 4'IF • • • 100.0 ... 4.-5" • 105.0 4c {`• • • • • 110.0 4r3". - : • • • E 115.0. 4•-1• • 120.0 .4�0" F • • 125.0 3'-1.) . • • • • • 4 •W• • • • • 130.0 3-r 135.0 3' -10" • • 140.0 - 3'--9'.. 146.0 3'-8" 150.0 3'-7" - 155.0 3'-7" 160.0 3'-6" • • • • • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Nautilus �'M� Impact Protective Rolling System os/i1/i4 DATE 14-050 DRAWING No EXPERT SHUTTER SERVICES INC. 1628 S.W. BILT6ORE SINtti PORT ST. LUCIE. FL. 34984 PHONE: (600) 749-9056 . FAIL (T72) 671-0110 4ptM10" 044014998 SHEET 16 OF 28 •• • • • • • • •• • •• • • • •• • • • • • • • • • MAX. ANCHOR'S SPACING SCHEDULE Va. FOR A GIVEN PRODUCT MOUNTING TYPE, W/ 3/86O KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL , A.S.D. DESIGN PRESSURE RATING & SLAT SPAN RANGE 1- WALL MOUNT - MAX. SLAT SPAN RANGE 0'-4' t > 4"-5' t > 5'-8' t > 8'-7' t > 7'-9' t > 9'-12' t > 12'-16• t > 18'-20' t PRESSURE ATIM9 s 30.0 9" 9" 9" 9" 9" 9' 9" 9 >31-40 9" 9" 9" 9" _ 9" 9" 9" .. 8" >41-60 9" 9" 9" 9" 9". 9'. 7" 5 5/8°. >81.-80 9" 9" 9" 9" 9" 8• 5 5/8° 5 5/8" >81-105 9° 9^ 9" 9". 9• 6 1/2" 5 5/8" >121-140 9" 9 9' 8" 7" 6" ._ - - .. >141-160 ._..9' 9' 9' 7" 7"_ - - TRAPPED MOUNT MAX PRESSURE RANGE 41.417 SLAT SPAN RANGE 0'-4''t > 4'-5' t > 5'-8' t > 8'-7' t > 7'-9' t .. > .. ' 0 -12' t . > 12'-16 t- > . 16'-20' t s 30.0 9 9 9• 9" 9• 9" 9"- 9' - 9" >41-60 9" 9.. 9° 9" 9° 9 7 1/2" - >61-80 9" 9» 9" g" g• 8• - >81-105 9. 9 9, 9" 8- * - - >106-120 9' 9"- 9" 8 1/2". 8" - - .. - .. >121-140 9" 9" 9" 7• .. >141-'180 9" 9" 6". 6• - .. - -. SLAT SPAN--1 E 3 SLAT SPAN DEFINITION t MAX. SLAT SPAN FOR A GNEN A.S,D. DESIGN PRESSURE RATING SHALL S r-EXCATED- ON•T SLAT PERFORMANCE CHART ON SHEETS 15 16. • • • ••• . • • •• • • • • • • • • • • • • • • •• •• •• • • • • • • • •• • t As.D, PRESSURE WINO VAX (Pa-0 SLAT SPAN RANGE 0'-4' t > 4'-5' t' > 5'-6' t > 6.-7' t , > 7'-9' t > 9`-12' t > 12'-113' t > 18'-20' t 0.. ® 0 0 0 0 0 0 0... 0 0 0 0 COY 0 r 0 0 0. ® .0 0. 0. CO s 30.0 9" 9" 9" 9 9" 9" 9° 9" 9" 9" 9" _ 9" 9" 9" 9" . 9" . 9" 9" 9" 9" 7 3/4" 7" 7" 5 5/8" >31-40 9" 9" 9° 9" 9".. 9" 9 9 9' 9. 9" 9" 9. 9" 9" 9" 9" 9" 7" 7" 8" 5 5/8" 5 5/8" 5 5/8" >41-60 9" 9 9" 9"_.. 9' 9" 9' 9" 9" 9" 9' 9" 9" 9" 7 1/2" 7 1/2" 5' 5 5/8" 5 5/8" 5 5/8" 5 5/8" 5 5/8" - >81-80� 9" 9" 9" 9' 9". 9", 9." 9" 9' 9" 9- 9" 9' 9" _9' 7" 5 5/8• 5 5/8" 55/8. 5 5/8" 5 5/8" - - - - - >81-105 9" 9" 9" 9" 9` 9' 9° 9' 9" 8" 8" 6 1/2' 6 3/4' 6 3/4" 5 5/8" 5 5/8" 5 5/8" 5 5/8' - - - - - >106-120 9" 9" 9" 9" 9" 9" 9" 9" 8" 8" 8" 6 1/2" 6" 6" 5 5/8' 5 5/8" 5 5/8" - - - - - - - >121-140 9' 9" 9" 9' 9" 7 1/2" 8' 8". 6 1/2" 8" 8" 6" 5 5/8" 5 5/8" 5 5/8" - - - - - . - - - - >141-180 9' 9" 9" 8" 8" 6' 7" 7' 5 5/8" 6 3/4" 6 3/4" 5 5/8" 5 5/8. 5 5/8" - - _ - - - - - - - - 0 2014 TILTECO INC. 1L E C O INC. 1ESTINO & ENGINEERING COMPANY 4153 NY. 3611. N!1o,, No. MN 8&01:e. worms, N. 161.6 n_.: (60611171-15]0 . F•• : (.105)071-1551 •-mail: Ult•co•ool. corn EB-01706719 WALTER A. TWIT Jr, P.E. FLORIDA Lie. / 44167 • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••••.•• • • ••••4• • • • •• • •• • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) DRAWN Elf:11►�i u.l Nautilus Impact Protective Rolling S7item • EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. LUCIE, FL 34884 ACNE: (600) 749-9066 , F*01 (772) 671-02119 •n. K •vesna •ves••N 06/11/14 DATE 14-050 DRAWING NO SHEET 17 OF 26 MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE, W/ 5/16'0 TAPCON.XL ANCHORS TO POURED CONCRETE WALL OR GROUT FILLED CELL CONCRETE BLOCK WALL; A.S.D. DESIGN PRESSURE RATING & SLAT SPAN RANGE t WALL MOUNT NULLS . DESIGN PRESSURE RANGE (peg.) SLAT SPAN RANGE 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t - > 7'-B' t > 9'-12' t > 12'-16` t > 16'-20' t s 300 8. 8, 8" 8• 8 8+. 7 1/2" 5 1/2" >31.-40 8• 8" 8". 8". _ 8" 8" 6" - - 4" >41-60 8" 8" 8" 8" 8" 6' 4" 3 3/4" >61-80 8" 8" 8" 8" 7" 4 1/2" 3 3/4" - >81-i05 8" 8" 8" 6 1/2" 5" 3 3/4" 3 3/4' - -->106-120-- -- -8" .. 8 . 8". .._.._ 5 1/Z' .. . ._4 1✓2 . _3_3/3'. _ - - .>121-140 8" 7 1/2" 6' 4 1/2" 4" 3 3/4" >141-160 8" 6" 5" 4" 4" -. - - . - TRAPPED MOUNT MA.S.O. PRESSUREDESIGN WINO RANGE (pA.T.) .. SLAT SPAN RANGE .. 0 -4' t > 4`=5' t > 5'-6' t > 6'-7' t > T-B' t > .. 9'-12' t > .. 12'-18' t ... > 16'-20' T 5. 30.0.. .. 6" 6, 6 5" 6:: _6" .. -. 6" - >31-40 6„ 8" 6" 6" 6". 6" 6" >41-60 6" 6"` 6" - 8. 6" 5 1/2" - - >61-80-.... 6" 6" 6' _ 6" 6" 51/2" >6t-105 6" 6" 6"._ 6' 5 1/2' - - - >106-120 6" 6" 6" 5'...:.. 5 1/2' .. - _ - _.... >121-140 6 6" -.. 5 3/4".:-... 4 1/2" .. - -- >141-160 6" 6 -. 5". 4.. 1/2" _ BUILD -OUT MOUNT SLAT �5PAN� 3-_ ._ SLAT SPAN DEFINITION t EL AMA)(. SLAT SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL SPANINDEXPATEDO 0 . SCAT PERFORMANCE CHART ON SHEETS 15 & 16. • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • YAK AS.D. PRESSURE� RAN GE (P••:t4 SLAT SPAN RANGE. 0'-4' t > 4.-5' .. > 5'-'6' t > 6'--7' t 7'-9' t > > 9'-12'> t 12'-16' tRATING 0 ® ® 0 0 0 / /'� 0 0 ® 0 0 0 ® /� 0 yam 0 ® 0 0: G is 0 e f s 30.0. 6" 6" 6"_ 8' 6" 6" 6" 6" 6' 6" 6 6' 6" 6" 6" 6" 8" 6" _ 5 1/2" 41/2" 4" . >31-48 6" 6" 6" 6" 6„ 8" .. 6" 6" 6": fi" 6" 5" 4".- 3 3/4" 33/4"6"4:ft4It 4" 4" 3 3/4" 3 3/4" 3 3/4"6" 3/4" 3 3/4" - 3 3/4" - - .6" 3/4" 3 3/4" - -. - — 5/2 5 3/4" - - - - - - 54 3/4' - - - - - - ->141-160 6" 6" 5 412 412" 34 4" - - - - - - 0 2014 nLTECO INC. / 1ILTECO INC. 11WT TESTING & ENGINEERING COMPANY 60U P nare (Tmin�1130 . RA 1ti AGOMAPoS)STI-I}AjlaTlas •—mall: 9ltego•col.coln E8-0006719 WALTER A 10117 Jr. P.E. FLORIDA Lie. % 44187 • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • lei • • • • • • • •• • • • ••4 • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) �►,, DRAWN 6T: NautilusILL Impact Protective Rolling System EXPERT SHUTTER SERVICES INC. 1625 S.W. BILTMORE STREET PORT ST. LUCIE, Fl- 34984 PRONE: (e00) 7.8-e056 . FAX (772) 871-0090 m.ln OCCMAFROM Mai 08/)1/14 DATE 14-050 DRAWING No SHEET 18 OF 25 SCHEDULE VC: Vx FORCES (Lb/FT) & Vy FORCES (Lb/FT) ACTING AT JAMBS FOR AN A.S.D. DESIGN PRESSURE RATING RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS * (USE MAXIMUM VALUE BETWEEN P0SEI1VE AND NEGATIVE A.S.D. LOAD) MAX.A.S.D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6 —7' > 7 —9' > 9'-12'. >. 12'-16' > 16'-20' RATING RANGE S_#YZ Yx..v Vy, Vx . y V Vy — —yX- _yy Vx Vy Vx Vy Vx Vy Vx Vy 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823_ 400: ... :. >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 .2.5.5.3 ; 582 .•• .• >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 •25b;7,• 596.•...• • >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 — 4 — • • >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 — — •_ ' — •4•••• >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — ••T••• — ...... • >141-160 781 320 1186 400. 1322 480 1873 560 1740 640 — — - — ••—•• - • ••••� . • . • • • 6 • . . ,SLAT •• •• •••• I —SPAN— ' • •• ]••. I� *NOTE: IT SHALL BE THE RESPONSIBILTTYOF THE CONTRACTOR 0R PERMIT HOLDER TO VERIFYTHAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF PRODUCT HEIGHTAT BOTH JAMBS. SEE THIS SHEET FOR Vx & Vy VALUES. Vy SLAT SPAN DEFINITION SIDE RAIL VX Vy i tttlliidl9/ii yam.. FLORIDA BUILDING CODE (High Velocity Humcane Zone) ``��.. .• ' ....'' 020/4 TILTECO INC. ,e Nautilus DRABS, Q�►� !mp•dProteclHP•RoltiggS)•tem o6/ttJ+4 DATE � �' E C t II C SHUTTER SERVICES INC. _ :' -) •. � eie :^ ' "' " CO•EXPERT TfLUT TESTING t ENGINEERING COMPANY a66 n.w. iM. 94 m. s6. M6s•+: 9NNOK N. �+m Nw : 4).-Ti o . Fs:: (]osAl+-tsst s-moil: 1626 S.W. 9RTMORE STREET PORT ST. LUCIE, FL. 34984 PHONE WO) 749-9066 . FAX (779) 67+-0090 1 4-050 DRAWING No i ,,'QO : �L(/^` f� -00067191.o9m EB-0006719 moeno: rrt eoP.e.+ wn ` J,�� WFLORI A TIL DA Uo i Jr. P.E. 44167 SHEET 19 OF 26 TF6+66 SLAT PERFORMANCE CHART Ibi & I01' (ONLY VALID FOR T/2" SLIP) SLAT PERFORMANCE CHART lib 1 & De 1: (ONLY VALID FOR 1/4" SLIP) FOR A GIVEN MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.sn AND PRODUCT MOUNT CONDITION FOR FOR AGIVEN MAXIMUMAS.D. DESIGN PRESSURE RATING (p.a.0 AND PRODUCT MOUNT CONDITION FOR INSTALLATIONS W/O STORM BARB PERDETAIL 2 BELOW • INSTALLATIONS W/06TOFi34 BARS PER DETAIL 2 BELOW • CHART Ibl U8E 1T/ Ibi CHART LC,. USE MOVAY WOE EINED1 PoSHNEAV IE00IE ABA WO AS'0' LMO VNJE 6M6"0 TAPCON Xi. ANCHOR MIN. SLAT SPAN "Lim.' A.S.D. DESIGN PRESSURE Raw (I".f•) SPAM -'i... M." (R REMIND Mk sEFFROtotl TA s NESU REO IQ too( OF SUIT (In) WAIL *ow Dat ram 4) - wan -parr wag w/ (Se taloa) 10� w/ On Nm®A) ,.' roma ,. wag a• w/o sTGRM BARS 30.0 * ' 10'-D" t0'-0' 1D'-D` 8'-1" 7 1/2" 35.0 « 10'-0' - 10'-0" 10'-0" 7'-9" 7. 1/2" _4C00.•r;----10'=0a^-. -10'wn0"- ^10`=0' ... 7, .5*-'-'-•.: _ _.. -7-f fY•:._ '-'-.- 45.0 s•r 70'-0' 10'-0' 1b'-0' T=2" 7 .1/2" 60.0 ", 10'-0'- 10'-0` 10'-0' 7'-0" ... 7 1/2' 65.0 we. 10_D:.... 10'-0`, 10'-0" 6'-9"r 7 1/2'... 60.0 4N• 10.-0" 10'-0" . 10'-0" r 6'-9" . 7. 1/2" SLAT PERFORMANCE CHART 1111: (ONLY VALID FOR 1/8".SLIP) FOR A oIva• MAXIMUM &a p, DESIGN PRESSURE RATING (p,aq ANTI WRODUCT MOUNT CONDITION FOR IN$TALLA11ONS W/O 9TORM BARS PER DETAIL2 BELOW CHART YIIbi 1 bpi/ CHART •-IIICl ICE wow. wag warm PORBME ND MIME AS6. 100 USE 'MOWN POrrrteE ASA LOAD WILE 6116'0TAPCON)(LANCHOR. MIN. SLAT SPAN- 'WNWRectIRuED ADM Mom. PRESSURE (P,e•f) muff (fig Noma) tog w/ (SEE Not A) mg W/ 4 d A 1) �"� a w/o STORM Blues 30.0 a 7,-6" 7,-6". 7,-8 6'-7" .. _ 5"-.' 35.0 ••.. 7'-2".. r: 7"-2" .:_.7,-2'_ 6.-4' 5' 40.0 •n 6'-9' 6'-9" 6'-9' 6'-1' 5' 46.0 •44 - 6'-8" 6'-8' 6'-8" . 5'-11' 5" 50.0 p0 6'-5" _ 6' S' 6"-5." . 5-9 5' 35.0.^• 6'-3".. 6-3" 6,-3 5•-7 . . 5' 00.0 Pwo ' 8,-1.: 6-1' :. 6-1: - 5'-5' 5": $AT SPIN S1AT SPAN DEFINFIlON CHART 1113 1 , A/ um CHART IIC 1 USE *MUM WE NMI MPS NO Nowa ASO. I61D ME Naomi Kens 5/16'0 TAPCON XL ANCHOR min. sLAT SPAN 'Wm." (n) MAX. DESK* PRESSURE RATING (P•e.f•) REOIARED MSX. SLAT SPAN '(J14 (ft) RETIRED YN. SIPAPATpN MAAD MTO W/O STORM BARS watt - IMIT Fennta) rout -out , U0I w/ war wawa) e(w-our 9DIIDQ Tv' (ww nous w) •6I. t �spatmw-�6oarvnwPs .ir a 30.0 • 6'-3" 8'-3" 8,-3" 7'-7• 5 1/6" 36.0 a 7'-9" 7'-9' 7'-9" 7'-3" 5 1/8' 45.0 - 7`-4" 7'-4" 7,,-4" .. 6•-9" 5 1/8" 60.0 me 7'-3' 7'-3" 7'-3' 6'-6' 5 1/8' 65.6 awl . 7'-3" 7'-3' 7'-3" 6'-4" 5 1/8" 60.0 4•• 7'_3" 7'-3' _ 7'-3".- -6,-2•, 5..1/8- SLAT PERFORMANCE CHART IV ` (LESS THAN 1I8' SLIP) FORA GIVEN A6,4 (rESIGtf PRESByRE RATING (p.e.t). PRODUCT MOUNT PONorrION INCLUDING ANCHOR TYPE AND FOR IN$TAI.LATION9 W(0 STORM BARS PER OETAIL.2. 5/16'0 TAPCON XL ANCHOR 119E WpOM(M. VALUE BEIN7E71 POBIINE mo mow A'"Ia LOAD USE maximum P'OSRTYE A.S.D. tom YAWL mAx. AS.O. DESIGN PRESSURE NAM (P.9.f.) HAILSAT SPAN 'Lime (FT) UPL SAT SPAN "b oi.4 (FT) NfimTn: NEWAPED MR 9Ei To CABS 11941n RED TO war aP UM ON WU.'wpm i2.9SILD-WT §-1,6 SEE NOBS A NOLL.'WPM +. DDY'0 T yrzli sae mum • w/o STORM BARS 30.0 • 6'-6" 0'_0" 5• 35.0.•• C-3- 40.0 0• e'-0'. 46.0 w 6'-.in" 50.0 We 5'-9" tS5,0 _w 5'-7•. _5'_5.....' 60.0 4r• MAXIMUM A.S.D. DESIGN LOAD VS WOOD GRADE SCHEDULE: * VAUD fOR DOUGLA -R-S0UEH (0=0.46) SOURQ 4 RPE #2 (G- SPRUCE R9E-f1R-STH (0+0.36) w VALID FCR DOUGIAS- 1R-'40UM (0.0.46) SO i10 4 ROE #2 (C-0.55) Ns VALID FOR SOUIFfRN RtE 12 (O 0. 6)l.ry INSTALLATION INTO WOOD FRAME STRUCTURES DETAIL 2 (ELEVATION) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,-AS.D. DESIGN PRESSURE RATING (D.s.f), SLAT SLIP 1/8" AND PRODUCT MOUNTING TYPE FOR WOOD FRAMES WALLS W/ 2'X4" STUDS, AS PER LIMITATIONS ON DETAIL 1 USE IAMBI OWE � POBiNE NM IE9M11E Asa 1010 IRE NM POWIWE ASA 1D10 raw WOOD GRADE MAX. A.S.O. DESIGN RE RATING (P.e.f.) max. SLAT SPAN. '1.M11Le ((1) I91L sIAT RPAN 'L6/!'.(n) ROWED W :EPARMIN 1a GUMS IE5lUlf n) BAGK Of StJi (i5) )4aRrt (PET __ N ilap-ovrwoRma "5 PIE ton AN U. I -a A STORM M BARS SOUTHERN PRE #2 (G-0.55) 60.. 4 5'. 4'-5- 0'-0' 5 1/2° DOUGLAS-FIR-SOUTH (G=0.46) 60 4 -5' 4'-5" SPRUCE PINE-FIR-SITH (G=O.36, 60 4 -5" 4'-5" Y/7 • • • • • • • • 4 • • • • • ' • �52 • T SLAT SPAN UEnNIT10N • ••••• • • • • •••• • • •• •• 1/2" i/A ((�mZ inw SOE Ern.) 1 DETAIL 1 (ELEVATION) • • • • • •• • • • • • • • • • • • �• • • • • • • • A ••• • 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAR( AND A.S.D. DESIGN PRESSURE RATING. t: WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL. AT EITHER SIDE OF OPENING SHALL BE 33". 02014 TILTECO INC. /TIL EC0INC. \ TILLT TESTING & ENGINEERING COMPANY 6155 KW. Me. A 91a 506, K01M1 MOCK FL 35146 Mons : (505)071-1650 . Fm : (50)*71-1661 e-Nlotl: dibcvaoi.00n E8-0006719 WALTER A TILUT Jr. P.E. FLORIDA Lle. / 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Nautilus impact Protective Rolling System DRAWN BY: W.L EXPERT SHUTTER SERVICES INC. 1626 S.W. EILTMORE STREET PORT ST. LUCIE. FL 34984 PN:NE (800) 740-2056 . F. (772) 871-0750 WV. No our 06/11/14 DATE 14-050 DRAWING No SHOT 20 OF 26 • MAX. ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN PRODUCT MOUNTING TYPE, WOOD GRADE, A.S.D. DESIGN PRESSURE RATING (psf) AND SLAT SPAN RANGE WALL MOUNT & BUILD -OUT MOUNT TO 2"x4".WOOD STUD (SEE DETAIL 1 ON SHEET 20) - -•MTA(A.U. WOOD GRADE 1 DESIGN PRESSURE RATING RANGE o.•.1) SIAT SPAN INNGE GI-G` 1p 4"-5- * 530.0 6". S0l[fHERN'P1N #2--- _ -4p - _. E "_, --_ 0=0.55) 50 6" 60 6" D0UGLAS-FIR-SOUTH s 30,0 6" . (G=0.46) ... 40 5" . . SPRUCE PINE -RR -SOUTH s 30.0 5" (0=0.36) WALL MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL. 2 ON SHEET 20), WOOD GRADE DESIGN . PRM111GRE SLAT SPAN RANGE 4b 0 >Stee''>6bbr*>rtoe>gb1G'"' S 30.0 6" 6". 6" 6" 6" 6" 40 6" 6 6" 6" 6" 4 3/4" „sQJTHERN_FINE:j2. (G=0.55) 50 6" 6" . 6". 6" 4 3/4' 3 1/2' 60 6" 6" 5 3/4" 5 1/4" 3 3/4" 3" DOUDLAS-FIR-SOUTH (0--0.46) 5 30:0 6' 6" 6" 6" 6" 6 40 6" 6" 6".... 5 1/4" 5 1/4" 4 1/4" SPRUCE PINE -FIR -SOUTH (G=0.36) s 30:0 6" s" 6" 6" .. 6" 5 1/4^ BUILD -OUT MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 1/2" PLYWOOD SEE DETAIL 2 ON SHEET 20). WOOD GRADE mAxA.b.q. DESIGN PRESSURE RATING R S 30,0 6,' 6, 6„ 6" 6" 6" 6" 5".. 6„ 40 6" 6" 6" 6" 6" 6" 6" 6" 6" 6 , 5 1/4" 5 1/4" 50 6" 6" 6" 6" - 6" 6" . 6" 6" 5 1/4" 5 1/4" 4" 4". 60 6" 6" 6"' 6" 6" 6" 5 3/4" 5 3/4" 4" 4" 3" 3" DOUGLAS-FIR-SOUTH (G=0.46) 5 30.0 6" 6" 6" 5" 6" 6 6, 6- 6" 6" 6" s" 40 6" 6" 6" 6" 6" 6' 5 1/2" 5 1/2" 5 1/2" 5 1/2" 4 1/2" 4 1/2" SPRUCE PINE -FIR -SOUTH (G=0.36) s 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5". * MAX. SPAN FOR SLAT FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL HMI EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON SHEET 20. 711p11ntio(3N0 ATE 0 2014 TILTECO INC. IL EC O INc. TILLIT TESTING k ENGINEERING COMPANY OJO6 N.N. 3O0, St, % JOG, SCOW CIANNS. FL WOG Tom : (305)a71-1200 . Cos : (305e71-,03, e-m"tl: ulteeo•eol.eom 66-0006719 WALTER A. TILLTr Jr. P.E. FLORIDA Llc. 1 44167 • • • • • •• • • • • • • • • •.•• • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• •. • • • • • • ,• • • • e � • • • • FLORIDA BUILDING CODE (High Velocity .Hurricane Zone) Nautilus hapset Protective RolliogSystem DRANK BY: M.L • EXPERT SHUTTER SERVICES INC. 1626 S.W. B6.TMORE STREET PORT ST. LUCIE, FL. 34864 PRONE, (5DD1 746-6056 , FAX: (772) 671-0390 easm >A" camn"N 06/11/14 DATE 14-050 DRAWING No SHEET 21 OF 26 TABLE 1 MAX. ALLOWABLE STORM BAR SPAN ift) FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.s.f.), & A GIVEN STORM BAR SPACING (ft) ** MAX.AS.D.. DESIGN PRESSURE RATING RANGE(p.B.f STORM BAR SPACING (FT) 2.667'3 3.5'4 4.5'5 5.' 6' 6:6675 ' 30.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 35.0 11.-0" 11'-0" 11.-0" 11.-0" 11'-0" 11.-0" 11.-0" 11.-0" 11.-0" 11'-0" , 40.0 11'-O" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" -1' 11'-0" 11.-0" 11'=0" ` 5 0 'f1 =0" 1T' 0" 11'-0" 11'=IT --11 0"- _ _11.x-0.. 0 __ _ 11'- t T14=0" 11'-0 50.0 11.-0" 11.-0'' 11.-0" 11'-0" 11.-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * 55.0 11'-Q" 11.-0" 11.-0" 11.-0" 11.-0'. 11.-0" 11'-0" 11'-0" 11.-0" 11'--0" * 60.0 11'0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0"- 11'-0" 11'-0" * - 65.0 11'-0" 11.-0" 11.-0" 11.-0" 11'-0" 11'-0" 11'-0" 11'-0" 11.-0" * - 70.0 11.-0" 11.-0" 11'-0" 11.-0" 11.-0" 11'-0" 11.-01' 11'-0" * 11.-0" * - 75.0 11.-0" 11'-0" 11.-0" 11.-0" 11'-0" 11.-0" 11.-0 11'-0" * - 800 11'-0'I 11 -0" 11.-0" 11`-0" 11.-0'` 11'-0" 11.-0" 10.-10" * - - 85.0 11'- 0" 11.-0" 11'-0" 11.-0" 11.-0" 11.-0" 11.-0" * -- - 90.0 11'-0" 11.-0"7 11'-0" 11.-0" 91'-0" 11,-0,. - - - - 95.0 11'-0" 11.-0" 11'-0• 11.-0" 11.-0" 11.-0" - - - - 100.0 11.-0" 11'-0" 11.-0" 11.-0" 11.-0" - - - - - 105.0 11'-0' 11'-0" 11.-0" 11'-0" 11'-0" - - - - - 110.0 11'-0' 11'-0" 11'-0" 11'-0" 10'-10" - - - - - 115.0 11'-0" 11.-0" 11'--0" 11'-0" - - - - - - .. 120.0 11.-0" 11.-0" 11.-0" 11.-0" - - - - - - 125.0 11.-0" 11.-0" 11-0" 10.-10" - - - - - - 130.0 11.-0" 11.-0" 11.-0" - - - - - - - 135<0 11.-0" 11.-0" 11.-0" - - - - - - - 140.0 11.-0" 11,-0" 11,-0" - _ - - - - - 145.0 11'-0" 11'-0" 10'-11" - - - - .. - - - 150.0 11.-0" 11.-0" - - - - - - 155.0 11.-0" 11'-0" - - - - - - - 160.0 11'-0" 11'-0" - - - - - - - - ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. •r e+tgcrti3ifflftl;jag��i A� �cCt/tl6, /tom ,Tt4„,,y, t1 ? 02014 TILTECO INC. THIS REGION IS ONLY VAUD FOR INSTALLATIONS W/ 1 OR MORE STORM BARS PER PRODUCT. *THIS REGION IS ONLY VAUD FOR INSTALLATIONS W/ 2 OR MORE STORM BARS PEIi PRODUCT. • ILECO TIWT TESTNG •ENGINEERING COMPANY ass MA 1.111, b"',i o . no, ":'(gas° mi41"alat,m .-n,o2 Mteco•ool.con, Ea-0006719 WALTER A. I1LLIT Jr. P.E F.06106 Ue. / 44167 • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • •• • •• • • • • • • ••••�• • • • FLORIDA BUILDING CODE (High velocity Hurricane Zone) it►� DRAWN 9Y: Y.L Nautilus Impact Protective Rolling System EXPERT SHUTTER SERVICES INC. 1828 S.W. BILTMORE STREET PORT ST. LUCIE, FL 34984 R1aHE: ow) 749-e0e9 . MAC (772) e7,-09e0 9193111.111 0601.1141011 OISE 08/11/14 DATE 14-050 DRAWING No SHEET 22 OF 28 • TABLE 2 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S-S (SHEET 9) FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.s.f.), & STORM 8 SPACING (ft). DESION PRESSURE R) STORM BAR SPACING 'a' (FT) 2' 2,687' 3' 3.5' 4' 4,5' S' 5.5, 6' 6.66T 304 A,B,C,D A,B,C,D A,B,C,D B,CA AB,C,D AB,C,D A,B,C,D . A,B,C,D. . A,B,C,D A,B.0 D 35.0 ABA,D A,B,C,DAB.C,D _AA AAS,C,D . 0 B,CD AB,C.D . _ AB,C,D A.B.C.D AB,C,D . A,B,C,D 40.0. A,B,C,D A,B,C,D AB,C,D: AB,C,D. AB,C.. A,B,C,D A,B,C,D A,B,C:O.. ABC,D A,B,C,D 45.0 AB,C,D A8,0,D AB,C,D AB,C,D A,B,C,D _. ABC(D A,B,C,D A,B,C,D. AB,C,D . AB,C 50.0 A,B,C,D AB,C,D A.B,C.D A.S,C,D AB,0,0 AB,C,D A,B,C,D AB,C,D A.B,C .. 56.0 AB,CD .A,B,C,O A,B,C,D AB.C,D A,B,C,D AB,C,D AB,C,D A,B,C.D . ABC,D A,B,C A,B4O 50.0 AB,C,D AB,C,D AB,C,D A3,C,0 AB,C,D ABC,D AB,C,D AB,C ABC AB,C _55.0. _.. _.AB,C,D..__A,B,C0__ _..hB60_.. ..:.:A,B,C,D .AB,C,D ABC,D __AB,C ABC ABC _A,B_. 7D3 AB,C,b A6.C.D A,B,C,D Ab,C,O-"AB:C,D 7GTi�,C G'�--TC6.�- AB - - 75.0 AB,C,D ABC.D . AB,0,0 AB,C,O AB,C,O... ABC ' AB,C.. A.B A A 50.0 AB,C,D AB,C,D AB,C,D A,B,C,D AB,C ABC AB,C A A A. . 56.0 .. . AB,C0 . AB,C.D.. AB,C,D A,B,C,D AB,C,D A,B,C AB,C AB -. A 00.0 ABC,D ABCD... AB.CD A,B,C. .ABC.... AB,C .. A A .A.. -....A A 954' AB,C,D AB.C.D . AB:G,D:. AB,C AB,C A 1004 ABC,D .. A,B,C,D AB,C,D AB,C AB,C A. A A A A 105.0... AB,C,D A,BCO..... AB,C AB,C : AB . A. _ A ,_ A .A. _ A _ 110.0 ABC,D AB,C,D AB,C. AB,C A` :.. A A A A .. A 1154..... ABO.D AB,C,D .. .AB,C. AB,C A A A A A .. .A ... 120.0 AB,C,D ABC AB,C AB : . A A A A A A A,B,C ABA A A A - A -.. A A A .125.0 130.0 ,.AB,C,D ABC,D . AB,C - ABC A.. A A A A A . A ... 1360 AB.A.D ABC AB,C A A A A A ... A. ..- . 140.0 A.BC1) . AELC _ .. AB A A A A A A _' 145.0, ... ABC.. AB ._ A A A A A 150.0.: .AB,C,D A,BCD.. ABC A A A A _.. A_. A 155.0 A.B,C ... AB. A... A.: A _ A -6 A A - 160A ABC AB... A _ A.. .- A A-.. .- -. ANCHORS TYPE LEGEND A 3/8'• CARBON STEEL KM BOLT T7 EkpANSION ANCHOR W/ 2 1/2' Min. EMBEDMENT* dt 5` Min. THICK POURED CONCRETE (f'c = 3000 psi) B 3/8"ix1 1/4" POWERS CALK -IN ANCHORS W/ 1 1/4" Min, EMBEDMENT* TO POURED CONCRETE (f'c = 3000 psi) & 3/6'e-16 MACHINE SCREWS C 1/4'063/4'-ALL POINTS SOLID -SET ANCHORS W/ 7/8' Min. EMBEDMENT* TO POURED CONCRETE (f'c = 3000 psi) & 1/4R'W- 0, 18-8 STAINLESS STEEL MACHINE SC D 5/16'0 EIW/BUILDER TAPCON ANCHORS W/ 2 1/4" Min. EMBEDMENT* TO POURED CONCRETE (f'c = 2899 psi) * EMBEDMENT IS BEYOND ANY FLOOR / CEIUNG FINISH TABLE 3. REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S1-S1 (SHEET 9) FORA GIVEN A.S.D. DESIGN PRESSURE RATING (p.s.f.), & STORM BAR SPACING (ft) MD. PRESSUREDESIGN RAMC STORM BAR SPACING *a' (FT) 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.867' 30.0 35.0 40.0 45.0 50,0 56.0 50.0 55.0 AB,C,D AB,C,D . AB,C,D AB,C,D AB.C,D A.B,C,D A,B,C.D AB,C,D 70.0 75.0 56.0 90.0 100.0 105.0 110.0 ABC.D AB,CD A,B.C. A,B,C A,B,C. . AB,C ABA AB A AB.C,D AB.CA ABC,D AB.C,D A,B,C,D A,B,C,D AB,C ABC A,B,C A,B,C AB A A A A A A AB,C,D ABA,D ABC,0 AB,C,D AB,C,0 ABC AB,C AB,C AB A A A A A A A A A,B,C,D' AB,C,D ABC,D. AB,C A,B,C AB.0 AB A A A A A A A A A AB,C,D AB,C,D AB,C AB.0 AB,C A A A A A A. A A AB,C,D A,B,C ABC AB,C A A A A A A. A A A 115.0 ... 120.0 .. 125.0 130.0 135.0 140.0 145.a -: A A A A A A A A A A A A A A A A A A A A,B,C,D A,B,C AB,C. AB,C.. AB,C A A A A A A A A A A A A A A A - • _ • •2 -• •• ••Y'• - • A,B,C Ae. A A A A A c-. A • ••_•• •♦•• - • ••••- A,B,C A A A A A A •• • • • • • • • • •i's•. - • • •a•• - • •• Ice ••--. - •- • •• -fa• - _• • •-• •• ••• • •• ••. •• • •••• • 1•• I • 14 • 150.0A A - - - ..-.. - .. . .166.0 A _. ,A- J - •_ _ 150.0 66 85IBRn Nq A. A • • ••• •• • mrvr m*• �/ 707 .*V STA OF �r�' r F7�B uwr41�R6�a 0 2014 11LTED0 INC. IL EC 0 INC., TILLIT TESTINO • ENGINEERING COMPANY OJOS N.Y. 99. St. b. MkMkMAGMA 0N606. 0 MiffMiffP199 : (]0071-1610 . Fan : (006471-1631, e-mall: 61(eco•00 :eo,1: ER-0026719 WALTER A TIE1IT Jr. P.E FLORIDA tic. 0 44187 • • • • • •• • • • • • • • • •• • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 11►� DRAWN Eft•. Y.L Nautilus Impact Protectre Rollins System EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. LUCIE, FL. 34964 PHONE: (B00) 740-9016 . FAFAX(77Z) 671-0690 ocrommon ma o•l wrt 08/11/14 DATE 14-050 ORAWINO No SHEET 23 OF 25 • SCHEDULE is SCHEDULE 2a FLOOR TO CEILING (TRAPPED) MOUNTING WALL MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX SPAN (Ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D. DESIGN PRESSURE RATING (p.s.f.), & A MAX. MULLION DESIGN PRESSURE RATING (P.S.F.), & A MAX. MULLION SPACING (FT)* SPACING (ft) • MAXIMUM MULLION SPAN ( MAXIMUM MULLION SPAN ,. . orrI1 STUXrl ©4'x8"x1/4'MULLION G1 4"z6'x1/4'MUILION O4k75c1k'THICK(3B"FLANGEIMLaL10N MAX. �ypl PR65URE MRiION SPApNQ G 4'x8'k1/4' MULLION Q G1 4`x8"x1/4' MULLION O 4 GEk'TRICK 1,P'FLANGE) j3fe MULLION PRESSURE SPACING.WING (f° • /1 0=01' ORIENTAMON +2 (0)l /1 _I. ORIENTATION /2 (0)1- ORIENTATION /2 (0)1'. ORIENTATION /1 (lit ORIENTATION /2 (0)1' ORIENTATION /1. (=)1- ORIENTATION /2 ((j) END INTERIOR ORIENTATION /1 11. END INBENTADON�/2 END - (p)t INTERIOR- a••+a .. " ORIENTATION END INTERIOR END INTERIOR .ORIENTATION END INTERIOR END INTERIOR END -6 INTERIOR. ENO. INTERIOR END INTERIOR END INTERIOR. . 6 30A 20'-06 6-10" 6"8' 7:-3' 12 -0" 7' 7'-T -8' 30.0 26-0" 6-110' "9'-8`. - - r 3 12 -0 9-4" 10'-7' 8'-0" 12'-B• 6-0 7 12 9'-3 6 -• 11 `5" 8 4' 10'- 12 6 12'-6 --->r -1 = =7.-3' =-02.-.¢.;�.. _.-•_ -.- =�-1--"z. • _ ri ' .en..:_.:::2D:�.:..-:.-L-4' 20'-0' 6'-10' - 5-10- 6'-4• 10-1*• B'=1'; - H-Y 7-3` -' t2 -8` -8� Y2 -8• --' 40A .20'-0' 0 0-8 �.6'.'1D' 6'-iD" B'-4' - _10'-11' S-1' � - H'-7 � T-3' 12'-6'. 12'-8' 8'-5' Z'-11". 6-6' 6'-2' 12 B` 17-6" 40.0.. 45.0 20 0 . 8'-5 -. 8'-6" 1O'-E 7-8" - 9'-3' 6'-11" 12 8'.. 6" g 2• 11' . 12'-6 12'-6` 46.0 26-0' 8'-6• 8'-ir 6'-6" 10.-6" 7'-8" 9'-3' 6'-11' - - . 90.0 20 0'_ _6'-6' 6-2' -8'-2 - 6'-0' 10-2' 6-4'. 8-11". 5-6 12 ..5 20'0 .2 6'.•.6-6. 6-650.0 6'-0• 9'-11' 6-4• 8'-11' 6'-7" 12'.-6" 7`.-4' 5'-11' :12-e`. .. 6_11' 6-11 -5-9" 6-10' 7'--0'. 8'-7' 4-10' .12-00. 5'i7" . 16.9' 55A 2646 5'-1.6 6-11" 5'-9" 6-0' 6-8' .. 8'.-7• 6'.3." 12'=4'- s'-6' 5'-7' _ 12'-6'.. -.. 55.0 20'-0" 1H'-5" 5' 9. 6-9 5'-6• 9'-8' 6'-10" 5' 4.j :-.. 12 -0 • • *104 -5 12'-6'... 60.0 19'-54 ' 51-9' 7 -9, :. 6-6" :. . _ 6_8• - 6-4 6-6" 81-2' 12'-0" 6_4" 8'�4' 5 _g' 5•-e... . 12'- e•' 12.-8. 60.0 ... 66.0 - 16,-4. 5._9 7'.. . 6'-4 9'�-T g'-ID": _ 6= .F-�.. . 11'-�' 11 -9' -8 6* 6 12'4/ • 1 12' B'. 66A 70.0 18'-4• 17-4'.. 6 _g...; 0-9• .. 7,-A, 7,-Er S,-4' . 5-4 g•_4' 6,-2"- - - 6'_f' 6'-3' B'-4" :8'-2' _ 6-2 -6 -2" _ i t'- 0" i1.-9" . 6 -3• 6'-3' - .. 5 .-8.. 6'-6 . ..12'-6' 12'-5` 70.0 ., 76A 17.-4" 16'-6" 5-9" . 5• 9' T-6' T-Y S'-4 5-4" 0 -6' 9-d" 8•-10' 6'-10" 9-4• • 16--3" • • 4'^9• 4'-6' • 01101 ' • 11•-Ti 11 -6" ... • - `*5 12'-5'. _. 12'-3' 75.0 - 16'-6". . 5-9' 6-7" 5-4" 8'-0' - 6'-3" -. 8'-D' 6'-2" 6'-2' 11'-7- g•-3" .... 5'-8 12'-4' 60.0 -15 -9' S 9' � 7.' 7' 5-4 9'-4' 6'-10• 6'-.• B •4 �9` 11 5" / 8 6 12' 3 •I 80A *SA 15 -0' 15'=D'.. 6'-9' 5-6,..: 7'-7" 7,-7`.. 5-4" 5'-4'. 7 -6 7,-6" . 6-3' .6'_3• 7'-10' � 7•-9• 6•-2• 11'-5 14•_5'_. 6•-y .� 6'-g. 12�-3 •50 15 -0 � 6-9 5' 10' 7 7 7-7 S'�4 5 5 H'3' 9 3 6'-10' 8 11 2" 6 a •t .. 90A 14'-2 5'-10'. 6-6.. 5-5" 6-16 .16-4" 7-9' 6'-3' _,11. 5^ 6.-6 ... _.. 5-7. 12.-3 90.0. 14-2' -.1S-S'. 10 T-T 5''-6 93'. B'11' B-3'.�� t*11". 11 -5' 5-5 12'-�{.• 1 ... 05.0 13'-5'.' . 5 ,10'- 1-7' 6-6 .7.-6 6'-5 7'-9" 6'-4" 11-5"-. . 6'-6' - • .. .. 6' 8 S'-8 _ 5' 9 12-3 - _: 12 3 - 06.9 100.0 - 12 ' 9" . 5' 5 11' 7-7" - 5'-7 9 3' 7 -0". 8'-4. 5 -Q 11 _ 11'- '7 g1-9 7 F-4 12'-4 12'-3 100.0 .12'�-9" . . 6.'11' 7'-7 5'-7'. 7-9• 6`-6" T--9' ; X-B• 6'-4" 6•-5• 11'-5" 11 .6 5-7" _... 5'-9 12'-3 - 105.0 12'-2' g•_0_•.. 7-7' 6 .-7 9-3" 6-1. 6 -2 •1 45 -1" 5'-3" 11'-5' 510i. 12'-A•• 106.0 12'-2" 6,-0" 7,-7•. 5-7' 7_9"_.. 6,-r ...6•-8' T-9' 11'-5' 6'.40 5'-10" 12•-3 110A 11'-7• 6'-0' 7-7' 5'-8 9-3" 6-2" 8'-3' '• • •y.•' 11 12' 110.0 11'-7' 6'-0" 6-7" • .6.6" 7-9' 6'-6' 19'-5' _ .. 6,-8' 5'-11' 12-3 115.0 11,-1• 6• 1" 7•-7• 5•-'9 9-3• 7,_2• 8- ' • 11'-dr 11'.41i a .S •. Ile 4 115A 11`-1•,.. 6•:1' 7t-T. 5,-0' 7,-6". 6•_9• --6-10" 7r9" 9'-7' 6'-10' 5'-0'... 12' 3 _ 120.0 - - IQ•-8• 8• 1 T-6• 5-9 9'--3' 7-3'.. _ 6-�6'-1' 5'A" 11'- .12.:3 190.6 126.0 10'-8' '.. 10'-2' .. " 8'-1". 6'-2'--''7-7'._.. T-6'.. 5'-9" .. 5'-1O'. 7,-9' 7-10" .... 7'_0" 7-9' 7-10' 6".-i" 6'-9" 11°-5z 11'-5"-. 111-6" 7-0' 7'-0' :. ...6'-1".. 6'-1' '12-3 12 -3 - 126.0. 130.0 ..10.-2' 9'-10" ..8-2' 8'-3" 7-7" 7'-7" 5'-10' 5 -10 9'-3' 9'=3^ -9'-3' 7'-4'. P-4' 8'-'r.-•S-9•.... 8'1'• e 6 • S-� 6'g10' 11'-5• ■ 6 -.1' ..12'-•3ae .. 12'-3 12'-3 130.0 16-10' 6'-3' 6-7' 5'-10' T--9' ... 7-0" _ 7-9" g'-9" 7'-2" 8'-2` 12'-3 135.0 _ 1'-5" ^ 6-4' 7-7" .5'-11 7-5' 6• • 8'yt l' 11'i5: -3" 12'-3. 140.0 9'-6' 6.-4.. 7.-7... 5'-11" 7'-ID'. 7._2. T-3' T-10' T-10' 8'-10" 6'-:11" 11'-5' 11'-5"- T-3' 0'-3' • 12'-3 140.0 9�Y 6'-4' T-T g'rD 9'-3' 7-8'. 8'+�' 6'-2" 6'-11' 11'.5 • �.i3" , 12'-•+'1••' 140.0 9'=1' S-4' T-T 'T-6" 8'-0' _ T=16' 7-9' 6•-11' 11'-6 7-4" 6'-3".. 12'-3- 146A-- 6'-10' 6'-5" 7-E' 8'-0• 9'-3• 7'-6" $'-D" . 1 Vile 6-44 12's3 146.0 150,0 - 6F90" .8'-6' 6-5" 5.-6' 7'-7 8'-0' 8'-1' 6-9' 7-9" 7-4' 7-5' 7'-9" 7-0'.. 11'-5• 7--5" 8-4' . 12'=3 150.0 .. ...6'-8' -. 6-6 6-6' 6-7' 6_7' 6-1 a'--2. 9"-3' 9._:3` 7' :7' 7._8". IA" 8'_2� � • 7'11" 11'-5' 6'-5" 12'•3 • 155.0 8'-3" 6' 6" 7'-7' 9.-.2" 7'-9' :7'-6' 7'-9' 7'-1" 11'-5" - .. 7'-6" 6-5'. 12'-3 _ 165A 110.0 6.-3" 8-0" - ..6 -7•- 6'-2" 9'-3• 7-9" B`-2 '• 72 _ 11t#,• eteir 12f3 160.0 6-0' 6•-7" T-6' - 6-2" 7-9". .. _ 7 7"_.. 1-9• T- 1r-5' .. 7-7, 6'-6''. 12'=5 _.T+B" ' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE DLLEON ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. /111.11111111111.1111 ND MULLION 1 r I x iO I I INTERIOR I -"--� MULLION FLORIDA BUILDING CODE (Hlgh Velocity Hurricane Zone �#+il1ifil 1�-. • DRAWN BY: WN 'S' 'S" `<��Gl` M a(��/Ir� 02014 TILTECO INC intr;' / autilus 1-L[f4[�J.�L [<A7 Q.• 9�' VC EN�in� e % \ 7%fto Impact Protective Boning S}7atem 06I11I14 0*50 MULLION SPACING: "S" / 1L E C O ENe. EXPERT SHUTTER SERVICES INC. * : 6J jk %!t TACT TESTING • ENGINEERING COMPANY aAw "e, y�, W. �. MORN oNmcla n swiss P.* : (w6�1-law . Pa : Lmlell-lut a -mat fANco•ool.com 162e S.W. 8ILi14ORE STREET PORT 51. LUCIE. R 34964 PHONE: (900) 749-foe6 . TAX (772) e71-0990 1 4-050 D9AM1N0 Ks � �'• TAT Q� ' .: 19 ®A.1 L1i1Jr. m"°" we 000.1. 1 We . • FJ✓�� wALTE P.E. FLORIDAFLDRIQA Lk. % 44187 SHEET 24 OF 2f '$•q U " %.�/1)�JAt rA. .4..1 /7jim unti110 • • • • •• • • • • • • • • •• ••• • • • • •• • • • • •• • • SCHEDULE lb FLOOR TO CEILING (TRAPPED) MOUNTING MAX SPAN (ft) FOR END AND INTERIOR MULUONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.SIA & A.1Z-0".MAX. MULLION SPACING (ft). IASS). 1 ammo( PRESSURE MAWR SPACEN0 MAXIMUM MULLION SPAN (F1) ©4"x6'x114• MULLION G1 4"x8'xf /4" MULLION O 4'xTk1/4• THICK 318" FLANGE) MULLION ORIENTATION jt (fit OR9]1i'A7I0N /2 ((� FG OPoFNTATION /1. 4t ORIEMATON. a2 ([I)t ORIENTATION J1.1 (�Y ORIENTATION_/2.(0)t END MTERIOR .INTERIOR END INTERIOR ENO INTERIOR 'TREMOR END 30.0. 12'-0 END... 11".7' .11'-6" 9'--9' , 12'-6' -12'-6' 12-e•-�� .END 10=7`� 12'-8". .. � 121-8". � 1 11-3' 1 • iZ-0 35.0 12'-0"... 10'-7"a 10'-11". 9'-2". .. 12'-6: 12'-6' - 11'-11" 10-0` 9'-8" 12'-6• 12'-8" 12'-8• 11'-10: 10'-4" ..9'-7" .1T-6". 12'-6" 40.0 45.0 17-0".. 12`-0' 9'-10".. 9'-3' 10'-5' 10'-1" 6'-9• 8'-4' 12'-6" 12'-5' . 11'-8" 10-11' 11'-4' 10'-11" 0'-1' 12'-6• ` - 11'-5" 10-7' A-0 8'-e" 12'-1". 12'-8" 60.0 650 12'-0" 12'-11" . 8'-9."... 8'-4'. .9'-8• . 9'-5" 8'-1': 7-10" _ 12'-0' 11.-8' 10'-4" 9'-10' 10.T 10-3" - A-11". 8'-9" 6'-8• .8,-3.. 12'-6". 12'-6" 12'•.-Er -10'-1" 9'-7• 8'-1' 7-9 12'-8' 12'-6' 50A 12'-0". 12'-0'. 8"-0" g,-A 8'-11' 7-5' T-2" 11,-4.. 11'-0• A-5". 9'-1' 9'-B" 5'-0- - 12'-8' 9-3' A-5" , 12'-6' ,55A . 70.0. 0• 12.-.. .A-8" T-4" . 8'-5' 8'-11' 10-9• 8'-0" '.:6'.' 9'-5".. -: 7-1D"_. 12'-6• 6.,.r 6-11" _ -- -<5'a,eY- 7-2- _ F-14-_ 12'-8" _ -'75tr 50A . 1Y'-C._.._ 12'-0'. 7' 1' - 6'-7 T" •--� --8=-6- 8'-4' 8': 8'-6'. 1D''.,8' 10'-3" 3 8"-2'• �."'F' 9'-0" -i`-8^'-, 7-5" T-2" - i2, 12'-e• 1.2-8" e'-4• . 8'-1" b'-8 6'-6' _ 12'-8" 12'-8' 55A 12'-0'. 12'-0' 6'-8". .8'-2'_. 8'-0". A 3' A-1" 9'.-9• 9"-2"_ 7'-11• 7-8• 8'-10" 7-0",. 17.5' A-10'. 8'-4 12'-8• 90.0. ,8'-8'.. 8'-4' 7-10" . .6'-11" - 8'-6• 7-0• .8'-6• _ 8'-6". •. 6'-10" 12-1• ' 7-5" 6'-2 12'-6' 93.0 100.0 1A-0" 12'-0•.' 8'-2' _.. .7-8' . 5'-9" - ... 8.-3' . 7'-0". 8'-3• 6'-8' 11 -9" _. 7,-0• 6 -0 A- or 12'-8". 12'-4'_ 1050 12'-0'L 6'-0' L 7'-T. I S-0" i 7-1D'i Ice- I- T-Tu SCHEDULE lb' jUMITED LOAD, MULLION SPACING & SPAN INSTALLATION). FLOOR TO CEILING (TRAPPED) MOUNTED MAX SPAN (ft) FOR END& INTERIOR MULLIONS ..FOR A GWEN'A.S U, DESIGN PRESSURE (G.s:f)..AND FOR 12'.0•4CASE )1 & 8'-0' (CASES le & 16 MAX. MULLION 0A9ES ASK (Pf•L) ttA7mA5T MAXIMUM MULLION SPAN (F1) , �4"x6"x1ACTHICK MULLION Gt 4,'s8"x1/4"THICK MULLION G3 rxrx1N'THICK 'RAAGEIMULLION 6t /1 ('ME611 1zMGUE it6Pit0970 %I (R• 4)13K 1} V10 gf4)IptN 0 ENO ... INTERIOR - END 9NTER10R INTERIOR ENO INTERIOR oASE 7 !OA 12'-0' - 12'-8• 12'-8' , 12 6" 17-6' 1 t"-0•' 11'=0' 38A 12'-6' 12'-6". 11 11. 12'-6' - -40,0 _.'12-0 17-0'. - 12'-8" 11'-8' a 11'-4' . 12'-6' - 11'-0' 450. 12'-0' - 12'-5' 10'-11' 10-11' 12'-,6' - 11'-0". 60A 12'- 0' _ - 17-0" 10-4" 10'-7': 12'-6' _ - ...11'--0 550 12'-0' - 11'-8'. . 9'.-90' 10,-3' . 12"c'8• _ - 11.-0.. . 11'-0' 600. - 1A-0" - 11.-4" _ _9'-8' . ,. - 9'-11" 12'-8" - 60A 12'-O' _ - 11'-3":.. 9'-4" 9'-11" 17-6' - 11"-0•:. AMU 30A 6' -.. -0* � - 1 2'-b'. -a,. i2'=6"_ 12'-8", 12,-8' - 11'-0"�. '350 . _ .. 6'-0•. - 1A-e' - 12'-8 12,-6' 12'-6' 11,,E". 40:0 8'-0".' - 12'-6" 12,-6" 12,-8" 12,-8• 11,-0' 45A 8'-0" - 12'-6'_ -12'-6" 12 6' 12'-A - 11',-O" 60.0 6'-0' - 12'-6" 12'-8" 12 1' 12'-6" 11'-0'. -.. 66.0 : 8'-0'. - 12'-6' - 12'-8'. .11 8' 12'-6• - 11'-0' 00.0 e'-0" 12'-2". 12'-2• - - 11'-4' 17-2' - 11'-0"_ 608 B'-O" - 12'-0' 12'-0' 11'-4 12'-0" - 11'-O" 9'-0" G9EII 50.0 8'-0' - 9'-0• 9,_0... 9,-0' 9'-0' - 38A 8'-0" - 0,-0.. 9'-0' 9.-0. p.-0" - 9'-0" 40.0 8'-1)' - 9'-0'. Or-0" 9•-0• 9'-0' _ - 9 _0. 16.0 . 8'-0' - 9'-0• 9'_0• 9'-0• 9-0' - 60A 6'-O' - 9'-O" 9'-D•- 9'-0' 9'-0' - 9'-0' 850 6'-0• - 9'-0• 9'-0' 9'-0" 9 -0' - 9 -0' 90A 8'-0 5' ' 9'-0• 9'-0• 0• • 9'-0" 650 8'-0" - - 0"-0' 9'-0' 9 -0' - 9'-0" A-0' 70.0 8'-0- - 9'-0" 9'-0" A-0• sr -A - 9 -0'. 750 6'-0' - 9•-0. 9.-0" 9'-O.. 9r-0• - 9'-0• eoA e'-0' - 9'--0" 9'-D• - .8'-9' • 9'-0' - 9'-0' 86.0 A-0' - 9'-0" 8'-9" • 8'-3" • 9'-0' - - 9 -0' 90.0 6'-0" - 9'-0' 8'-2. • 7'-9' • Sr-0' - 9'-0' 05.0 8'-0' - 9'-0' 7-8' • 7'-4" • 9'-0" - 9 -0" 100.0 e'-0' - 9'-0' 7'-3' • r-0' • 9'-0' - 9'-0" • NOTE: USE 9'-0' IF ANCHOR CONSISTS OF HILTI, INC HUSH SCREW OR POWER FASTENERS, WEDGE -BOLT ANCHOR. SEE SCHEDULES 1 & 2 ON SHEET 10A SCHEDULE2b WALL MOUN11NG MAX SPAN (FT) FOR END AND INTERIOR MULLIONS FOR AGIVEN AS.D. DESIGN. PRESSURE RATING (P.S.F.), & A 17-0'" MAX MULLION SPACING (FT)' 1.9ati lalloma Mil SWAM (ft). MAXIMUM MULLION SPAN (FT) Q4`xe'x1/4"MULLION G1 4"xB"x1/4"MULLION ' THICK 114"x7kC11)4MULU*I 3Nw PRE 0.50 ORIENTATION /1. 44 t ORIEMA110N E2 (Q)t ORIENGTION f1 (?)t ORENTATON }2 ((I)t ORIENTATION 12 ({1)t INTER OR 12'-6" 12'-6' END INTERIOR. ' ENO INTERIOR - 12'-6' ENO 12'-6• '.INTERIOR 12'-4" 11'-11" END 10-7'- 10'-O' INTERIOR 12'-8" 12.-e' ENO 11'-3' 10-4 30.0. 12'-0• 9'-9' - A-2' 11'-6" 10'-11• Or-9"' Or-2' T2'-6" 12'-6" 36A :.40A 12'-0'.. 12•-0' . .. 8'-9' - 10'-5' , .. 8'.9" 12'-6' --12'-5' 11'-8" 11'-4' 10. 11' 9'-6" , 9'-1' . 12',:8•.. 12'-8" 9'-7" 9'-0' 17-6" 12'-5" 48.0 50.0 56.0 12'-0'. 12' 0" 12'-0' 11"-4" 8'-1" r-10• 10'-1" 9'-8' 9'-5'. e'-4" 8'-7• 7'-10• - 12'-0" t 11'-fr 10'-11• 10'-4' .0'-10• 10-7'.. 10'-3' _ 6'-9" 8'-6" . 12'-8' 17-6" 6'-e•. e'-1'.. 12'-6' 12•-6' 80A 12'-0'. a T-6" - 9'-2" 7'-6' . 11'-4- 0'-5". 9'-1' 0'-11" 9'-6' 8'-3' 8'-D" 12'-8". 12'-8" 7'=9". T-5'. _ 12'-6• 17-6' 12'-6'. 12'-e'.. 66A 12`>0 12'-0' r-2- 6'-11•. 8'-1)' 8'-8• 7'-2'. 8'-11' 11'-0- 10'-0• 0'-9' '9'-5' . 7'-10' 12'-8' 7-2".. 70A '-9•,a 6-8" _8r-6. 6,-8•. 10'-,6. 8•-5' p.-0. 7,-5" 12'-8' 8 11• F BA 8'-0• 8r-4• 6'_5" - 10. 3• B'f2a^--.-'0=0. 'i,-3- -- --4--_'=--6 8._,.-=:T2'=6'.-' 60.0. 850 12'-0.. 12'.-if 6'-3' 8'-2• 6'-3' 10-1' -. T-11' 7-6• -. 8'-10 e'-8" T-Z•: . 7'-0" 1A-8•. 12'-5' B-6` 8'-4'. 12'-6' 1A -6' 90A • 12'-0• 8•-1" 8r-0.. 7-10" 6'.-1. 6'-•11'.- 9 -11' : 9'-8' - T-6• 8'-6". b'-10". 12'-1' i-2". d2'-6" **-8"` - 12' 4. 96.0 12'-0' . S'-11"- A-8' 5'-9' - 9 -7' 7'-4 r-1" 8'-5• to-r 6' S.-3'.- 11.-9' •1S-6• . S' 6 �.-10. 100.0 12`-0" 5'-9" 105 0 1 -..1 A-0' 1 5'-8' . 1 7 -7 e B 9 - SCHEDULE 2b' (LIMITED LOAD, MULLION SPACIN(IdISPANMNSTALLATIMD• • WALL MOUNTED MAX. SPAN fft) FOR END &INTERIID1 QNS FOR /*GIVEN • A.S.O. DESIGN PRESSURE RATING (P.9.f.),AND FOR 1 2Z#1 I & 84)*(CASE ANNRX.. . ULLION SPACING MI • • END MULLION INTERIOR MULLION "s- ,t 's MULLION SPACING: 'S" • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE . OUTSIDE (EXTERIOR) OF PRODUCT. 1 Asz • DEM PRF 755 IL4AXINIUM MULLI2N ,SPAN VT} r WORMeistNIATCN �4'x9'x11q'THICK MULLION •- G1 kB� x�1k'AdDK - _ " x.,'Iauw THICK ' 1 4 orFNwtN 11 4.4t o15N95:9 ►8o1900A60N (U)t (=1t 1 • 1908980610N (0)t a108Ex14 • • • 86 j (11)t' 1 END OOERxxt END • *Woo NESTOR 5 INTEREST 4 dui T 30.0 12'-0". - 12',6' 17 0" 12,-6 1A-6'. 11'--O" . 35A . 17-0' - 12 -6' 12' 6• • 11!I 1• • 17-6' - • 11'-0" 40A - ' 12'-0'. . - 12'-6' Ai'-8' - 11'- 7 12'-6' -_ 1i.-0" - `45.0 12'-0' - 12'-5' 10'-11- 10'-11" 12'-6". • - • 11 -0" - . 50.0 11-0'_ - 12'-0' 10'-4' • 10.-7 17-6" _ t• • 5 11'-0" 550 - . 12'-0" • -- 11'-8•.... 9-10' • : 10'40' . 12'-6' - .1 1'-0' 80:0 12'-0' - - 11'-4". 9'-6'.... •9611' 0 12'-8' 1 •4- • 11'-0... 5 . 804 12'-0'.. - 11._3... 9'-4• _1'-11" 12'-6' - • 11'-0 N.tsE1i 30.0 : 8'-0'.. . 9'-0'.. :Er-. at-D. le-0' • • g,-0.. M0 - 8'-0.' - 9',0' A-0" 9'-0" 9'-0" - 9'-D'. 40.0 - 8'-13' - 0'-0" .9•-0•.. 9'-0' 9'.-0" - 9'-D". 45.0. 8'-0" - 9-0• ' 9'-0' p,-0' 0'-.0• - 9'-D• 80A . 5'-0` - - - 9'-0"... 9'-0' .9'-0. 9'-0' - D-o- 05.0 6.-0'' - 9'-0".. 9'-0• 9'-0 9'-0•, ._ - .D'-0".._ 60A 8'-0' 9 -0' 0,-0• 9,-0' 9,-0" - 9.-0• e8a 8-0• - p'-0" 9'-0' 9'-0' 9'-D" - - ... 9'-'O'. • 0 r-0•• _.. 750 8-0' 9'-0• 9-0". .. 9'-O'. 9-0' - 80.8 • 02014 RLTECO INC. J IL E C O INN:. TILT TESTING & ENGINEERING COMPANY e]66 N.W. am. sL a. 303: WOW .(1661a Rom : (905171-1969 . Fa : -1811 .-m01F, UReco•eel.Goa EB-0006719 WFLORIDA (icy. # 4416 L FLORIDA, BUILDING CODE (High t'e)OCI1y EIllfT1co Nautilus ImptPteRo Sm • 5 • ••• 9•• • • • • •••• • • • • • • DRAWN 9Y: U.L. EXPERT SHUTTER SERVICES INC. 1628 S.W. BILTMCRE STREET PORT ST. LVCE. Ft. 34984 MOW: (Boo) 749-6066 , FAX: (712) 871-0990 mama 1100.67101. 06/I1/14 DATE 14-050 DRAWING No SHEET 25 OF 26 • SCHEDULE 1c FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.s.f.), & A T-0" MAX MULLION SPACING (ft):" l MAY. OEESION. PlBfE (Pal) E "/A11A1 8PA0907 (8) • MAXIMUM MULLION SPAN (FT) © 4"x8'x1/4" MULLION G1 4"x8'xl/4" MULLION ® 4'x7'x1/4' THICK (3(8' FLANGE) MULLION ORIENTATION /1. 04f ORIENTATION #2 (D)t ORIENTATION /1 015ENIATION #2 (U)f ORIENTATION/1 0:11)t ORIENTATION (0)t END INTERIOR END INTEF10R END INTERIOR END . INTERIOR END END INTERIOR 30.0 -,. 7`-0". .12'-8": .12.-6' 12'-6' 12 '. 12'-8" 12"-8' _ 12,08' 12'-8' 12'-6" 12=8" '-._:. .17-6' Z--B'-= E 7" ,. ... •.... .. A ...... .',.' t>RE7 -6r. = -15`-B-= • - _:-1 . 12'-6' _ 17-6'. 10.0 7'-0'. 12-6' 12'-6' 12'-6" 17-6" 12'-6" 12'-6':.. 12'-6" 12'-6' 12-6' 45.0 7-0' 17-6' 12'-0" 12'-8' 17-87 . 12'=6'. 12'-8' 12'-6'. 12'-8" 17-5 12'-6". 12'-6' BOA 7'-0" 17-6' . .11'-7' .17-0' 12'-5 12'-6' 12'-8". .12'-8' 12'-6' 12'-6' 17-6' . 12'-6' 17-7 12,-6' 12'-6' 17-7 55.0 . 80.0 7-0' 7-0' . 12'-5: 12'-8'. .11`-0' 10'-11" _ 12'-7' :12'-8" 17-8' . 175 12'-5 12'-5' 12'-3' 11'-11" , 12'-8' 12'-8' 2,-e6' . 17-5 12'-b" 12'-6 55.0 7-0' 12'-0' . 10'-8' 12'-1' 12'-6' 12'-6' 11'-7' 12'-8" 12+-8' 12'-6' . 17-8' 12'-6' 70.0.. ' 7-0" 12'-5' . 10'-5^.. 11-17 .. 17-6" 12'-.8 11'-3'. 12'-8' 12'-0". , 12•-8" 1 Y-6': 12'-6' 75.0 7-0' _ 12' Y" 10'-2' . 10'-11. 12-5 02'-8' 11.-0' 11.-11' 12'-8` 12'-8' 12'-6' 12-0'- 90A T-O". 11'-b' . 9`-11' . 18-8' 12'-4'. _ 12 =8'. _ l0`-10' 11"-5' - 12=6'i 12'-6' 12'-6' ii'-11' 11'-4' 12'-8'. 12'-0' 85.0 50,0 7-7 7'-0' 115-0_. _. 10-7" 9'-9" 7-7' 10'-2' 9"-10'. 12,-1'.. 11.-10 86 17-' 12-5' 10'-7' 10'-6 11'-0" 17-e _ .12'-e" .. 17,8" 12'-7. .. 17-10` 17-17. 95.0 7-0" 10'-2' 9'-6' 9'7-7 11'-T 11'-11•.. 10'-2 17-4' 12'-17.. 11.-9" 10'-5 . 12-8'. 1000 7-0'.. 9'-10 9'-3" 9-3' 11'-5'. .11'-e• 10'-0' 10'-1' 12'-5:. 11'-5" 10'-1" 12'-6'_ 105.0 7-0'.. 9'-8' 9'-1' 7-1'.... 11'-7.. 11'-2' _ 9'-10". 9-10' 12'-8' . 11'-1' _ 9-8' .12'-8' 110.0 7-0 9'-3' 7-11' 8'-10" 11-1' 10'-10' 9-9 9'-7' ' 12'-8'.. 10`-9' 9'-7' 12'-7. 115A- 7-0' 9'-0".. 6'-10'. 7-7" 10 11" 10'-T 9'-7 9-5" 12 -6" 10'-5' 9,-1" .12 -8' 120A 7-0"' a -9" 6'-8' 6'-5" 10 9' 10'-3" 7-5 9--4 9'-3' 9'-1' Tr -Br 17-17 10-2- 9-11' 9'-10' 8-7 12'-6'.. 12'--6' 125A 7-0' 8'-6' 8'-7". 8'-2" 10 7 17-0 - 12'-6' 9'-9' 8 5' 12'-8'.... 130.0 7-0" 8'-4' 8'-5' .. 8'-0' 10 8 9'-9 9'-2 _ 8'-11' - 12'-8' 9'-6' 8' 2' 12'-8'.. 1.05 7-0" 8'-2' - 8'-4' 7 =9" 10 -4' 9'-7' 7-1* 8'-9• 12'-8" 9-4' 8'-0' ...12-5 ._ 140.0 145.0 7-0":. 7-0' 8'-0' 7'-10' . 7-3' . 8'-2' 7'-7' 7'-5" 10 1' 9'-9' _, 9-4'. 9-2' _ 9-0 .8'-10 8'-7, 7.-6' 12'-6" .. 9-2' 8'-11' 7'-10' 7_0' _ 12'-6" 12'_8.. 150A 155.0 . 7-0 7-0 7'-8' 7-8' 6'-1' 8'-0" 7'.4•: 7'-2' 9 -5' 9-2' 7-0' 8'-10' 7-7 7-8' B.-4' ,8'-3" 12.-6'. 12.-7. 6-9'. 7-8' 17-6'.-.. 100.0.. 7-0 7'-4' 7-1 1' 7-0" 8'-10' 8'-8' .. 5'-7° 6'-1' 12'-2- 8'=8' 7'-5•. 12'-8' ND MULLION INTERIOR MULLION MULLION SPACING: "S" SCHEDULE 2c WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F,), & AND 7'-0" MAX. MULLION SPACING (FT) " p yp 1 PARE TING (P+ > LION (ft) A MAXIMUM MULLION SPAN (F1) . 0 4"x8'X1(4' MULLION GO 4'x8'xt/4" MULLION G2 FLAN4 1�kMK ORIENTATION tit Oil-ORIENTAOON 2 (p)t ORIENTATION j1 I ORIENTATION j2 (f)t ORIENTATION /2 (on END INTERIOR - END INTERIOR END. INTERIOR. END INTERIOR _- END INTERIOR 7'-0' 17-6" 12'-8' 12 -5 12'-8' 121-7. 12'-5 17-8' 17-8" 12'-6• 12'-8" 300 .. '. •.... " -01 12'-5'. 12'-6" 12'-0" 12 5'. 12'-6". 17-8' 12'-8' 12'-5 ,__..._, 7'-0' 17-8" 12'r6" 12'-17 12'-6' 12'-6' 12. 8 _ .1 7-1:5 12 -6 - -"__ -12 =. `" 40A 45.0 .. 7-7. . 17-6' 12'-0' 12'-5 17-8' 12'-0" 12-17 . 12'-5 12'-8" 12-17 12'-7_; 7-0': . 12'-6' 11'-7 12',17 17-8" 12'-7' 17-8' 12'-6" 12'-6' 12 -6" 12 -8' 50.0 66.0 7-0'. 12'-5 12'-B' . 11'-3" 17-11' 12'-67 12'-6' 12'-7. 12'-8' 12'-8 12'-6" 12'-3'_ 11'-11". 12'-7. 12'-9 12'-/7 2'-6' _ 12 -6" 12-5 12'-8L 12'-8'. 80.0 .7-D". 7 -0". . 12'-5 10'-.5 12'-1" 12'-6" 12'-6" . 11'-7" . tY-6' f • • 12' 6' 17-6' .. 65.0 7 0 ` 12'-8' 10'-5 11.-5 12'-6' _.. 12'-8" �-3". i' • 12'-8' y2-8". 17.-7 Vie. 1 70.0� 75.0 , 17-1" 10"-2' 10'-11' . 12'-5 12'-6" 51'c0".• •i'=11' 12'-8' 12-0" 12'=8' 1 .7-0` 7'-0•: 11'-0" : :. 9'-11" 10'-6" 12'-4' 17-7 . 10•10' •I'-5• . 12•-i'41• 11 -11` .17-170 B0.0 88.0 .......7-0" ... T-0' . 11'-0' 10'-7" 9'-9" , 9'-7• 10' 2" 9'-10'.. 12.-1' 11'-10' 12'-5_ . 12'-7 10'-7' Tett • ` 11'-0' 1 T'-8" . 02'-6' 121A-e"• ♦ 1'-4• 110 -10'.. 12'-8+ I /2R-e'• 1 90.0 05.0 7 -0• 10'-2 9'-5 . 9'-5' 11'-7' 11'-11" l0'••- ' ll0'-4" . 12--6' 10 -5+ i2'-6' ir• 1 . 9'-10 .. 9'-3' 7-7 11'-5" 1r fE 0-1" 12-6 10-1' i00a 7--0" 7'70' 7-7 9'-1• 9-1' 11.-3' 11'-7. 9it1010• 9'-10^ *2'-8'_I .9'-8'. i2-e+, 105.0. 7-7 9'-3' . 8'-11" 8'-10' 11'-1' 10'-.10 09'-9" I5-7' •2 5 • •.•9'-5" .17-7: 110.0 118.0 9'-0" 8'-10" 8'-7" 10-11' 10'-7' 9tr.• • 9-5 92'-8' 9'-1" .•2 S • ...7-0' 8'-9" 8'-8" 8'-0" 10-9" 10•-3' 9-5' 9'-3'.... .. 12'-5 9'-10 12'-e" 1 120.0 .7,-0' 7-0" 5 ,-8' 8'-7' TIT -IT 10._7.: 10.-0. p• • •. -1._ 7 . .8'-7' 8 -5+ If e"• _1280 130.0 7-7. Er-4-8'-3' 8'-0" 10'-6' 9'-9' ix,-f • 7-1 1' _ 0-2" 42; 12 -6", 138A 7-0' 8'-2" e'-4". 7.'-9' 10'.-4• 9'-7" 7-1'0'-9". 12 -8" . 6'-0" 12'-6•• 140.0 ... 1-0• 7-0' ' 8•_0• 7-10 8'-3' 13.-2• 7-7' 7-5' 10'-3' 10'-1' 9'-4' 9-2' •9lo4J • •8'-101 • •5'-7• ... 418'-8' 12'-7• 12-8'.. . 7+.10' 12'-8". 1 140.0. 150.0 1580 7'-0• 7'-0" 7'-8• 7-8' 8'-1 7-0 T-4* 7-2' 1O'_0.. 9'-10" 9-0", 7-10 66•_9".. 6'-8•. .• 113•-4• 7-7;� e2'_6' S"• 1 7'-8" 1 A/-5 .9121-11•01 :1Y-6• 12.1"•. 1000 7-0" 7-77-11" 7-79'-9' 8'-6' ;0'-7'_ ._8'-1'. 2'-2' 7'-5' • • •• ` ' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. 0 2014 TILIECO INC. IL EC0IINC.\ TILIJT TESTING & ENGINEERING COMPANY 0300 k". 3010. 9L. Mo. 300. MOM 909906. FL 33166 we.r : I300M11-1030 . re< : (300*11-1031 •-.ntilter,o00oLeorti EB-0006719006719 FLORIDA T1WT Jr. Lis 44167E O FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Nautilus Impect Protective Rolling System DRAWN 5Y: M.L EXPERT SHUTTER SERVICES INC. 1826 S.W. BIUNORE STREET PORT ST. LUCRE. F 34984 MINE: (B60) 769-9056 , FAX: (772) 671-09110 119 611919109311 06/11/14 DATE 14-050 DRAWING No SHEET 28 OF 28 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Armor Screen Corporation 2744 Hillsboro Road West Palm Beach, FL 33405 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy 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 AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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: "Armor Screen Series 2000" Flexible Wind Abatement System APPROVAL DOCUMENT: Drawing No. AS-001, titled "Annor Screen Series 2000 Flexible Wind Abatement/ Impact Protection System", sheets 1 through 9 of 9, prepared by Armor Screen Corporation, last revision dated June 06, 2013, signed and sealed by Eugenio M. Santiago, P.E., on May 12, 2015, 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 screen 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 shat i rcwiaed to thauser by the manufacturer or its distributors and shall be available for inspection at tl ajobsi a abt le request of the Building Official. This NOA revises NOA # 13-0710.01 and consists of thispage 1� evjidince submitted pages E-1, E-2, E-3, & E-4 as well as approval document mentioneciabvve.• •; ;• The submitted documentation was revvewedby fieiavy g Afikk;111 M.S. MIAMI-DADE COUNTY APPROVED .. • ..cy...• • ,�o .•Zo�'S ▪ . •. •. . .. .. . . • .. . . • . . ... . . NOA No. 15-0518.04 Expiration Date: 01/07/2019 Approval Date: 07/30/2015 Page 1 Armor Screen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 99-0526.01 A. DRAWINGS 1. Drawing No. AS-001, titled "Armor Screen Series 2000 Wind Abatement System", prepared by Thomas J. Rogers, P.E., dated June 28, 1998, sheets 1 through 6 of 6, signed and sealed by Thomas' Rogers, P.E. B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Armor Screen Series 2000 Wind Abatement System, prepared by Hurricane Test Laboratory, Inc., Report No. 0139-0305-98, dated July 23, 1998, signed and sealed by Timothy S. Marshall, P.E. 2. Test report on Static Wind Pressure Test of Armor Screen Series 2000 Wind Abatement System, prepared by Hurricane Test Laboratory, Inc., Report No. 0139- 0604-98, dated July 23, 1998, signed and sealed by Timothy S. Marshall, P.E. 3. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test ofArmor Screen Series 2000 Wind Abatement System, prepared by Hurricane Test Laboratory, Inc., dated November 24, 1998, signed by Vinu J. Abraham. . CALCULATIONS 1. Anchor calculations, dated July 14, 1998, pages 1 through 10 of 10, prepared by Thomas J. Rogers, P.E., signed and sealed by Thomas J Rogers, P.E. 2. Anchor calculations, dated October 4, 1999, pages 1 through 6 of 6, prepared by Thomas J, Rogers, P.E., signed and sealed by Thomas J. Rogers, P.E. D. MATERIAL CERTIFICATIONS 1. Mill certified Inspection Report with chemical composition and physical properties of Woven Monofilament Geotextile. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-1204.01 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICAPIb4S' . • 1. None. • • • • • .. • ••• •• • • • •• • ••• • • • • • •• ••. • .I-••••• • ••• • • • • • • •• • • . • • . • • .. • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • Ef -• • • • • • •• • • • • • • • • • • • • • ••• • • • ••• • • H A. Maker, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0518.04 Expiration Date: 01/07/2019 Approval Date: 07/30/2015 Armor Screen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #07-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-1008.03 A. DRAWINGS 1. None. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Static Wind Pressure Test of Armor Screen Series 2000 Wind Abatement System, prepared by Fenestration Testing Laboratory, Inc., Report No. 5651-02, dated June 21, 2008, signed and sealed by Carlos S. Rionda, P.E., and Michael Wenzel. P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. •• ••• . • • • • •• • '• •f'i •' (s • • ••• • • •• ••• •• • • • •- • ••• •:f • ••• • ••• • • • • . • • • • • • • • • • • • • • • • • • • •• •. •• • • .• ••• • • • •• ••• • • . •2 • • • • ••C, •• •• • • • •• • •• • • •• • •••y.- • •• • • • W •� • • .• •• • • • •• •• 000 • •' • 4000 • •• y A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0518.04 Expiration Date: 01/07/2019 Approval Date: 07/30/2015 Armor Screen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #.12-0223.12 A. DRAWINGS 1. Drawing No. AS 001, titled "Armor Screen Series 2000 Flexible Wind Abatement/Impact Protection System", sheets 1 through 8 of 8, prepared, signed and sealed by Gaiy D. Foreman, P.E., last revision dated May 17, 2012. B. TESTS 1. Test report on Self -Ignition Temperature, Rate of Burning, and Smoke Density test of Composite Material (Armor Screen Series 2000 Wind Abatement System), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 12-F105, dated April 11, 2012, signed and sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Letters from David M. Jones of Tencate, dated April 02 & 14, 2012, certfing the Weathering Test Per G154 (5100 hours at 92% tensile retention) performed is harsher than G155 (4500 hours) required. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0710.01 A. DRAWINGS 1. Drawing No. AS-001, titled "Armor Screen Series 2000 Flexible Wind Abatement/ Impact Protection System", sheets 1 through 9 of 9, prepared by Armor Screen Corporation, last revision dated June 06, 2013, signed & sealed by Eugenio M. Santiago, P.E., on June 19,2013. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Ceun0plygrtinvto1Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS . • . 1. None. • ••• ••• ••• . • • • • • • • • • • •. .. • • • . • • • . . . • • 1100 • • • • • • • . • ••• . • . •• •. • . • • • • •. • • • • • •• J-3• • • • • .• .. ••• • ... • • y A. Maker, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0518.04 Expiration Date: 01/07/2019 Approval Date: 07/30/2015 Armor Screen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. AS-001, titled "Armor Screen Series 2000 Flexible Wind Abatement/ Impact Protection System', sheets 1 through 9 of 9, prepared by Armor Screen Corporation, last revision dated June 06, 2013, signed & sealed by Eugenio M. Santiago, P.E., on May 12, 2015. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. .. .• • . . . . . .. • • • . • • . •• •.• .. • . • .. . •.• . ••. .•• • ••• •• • • Hblttiy A. Makar, P.E., M.S. • • • • • • • • • Product Control Unit Supervisor • •.• • NOA No. 15-0518.04 Expiration Date: 01/07/2019 • • • •• • •• • •• • •• •' • •• •• ••• • Approval Date: 07/30/2015 • • • t-4•: • • •• •• ••• ••• ••• .•. GENERAL NOTES: • This Wind Abatement / Impact Hurricane Protection System Is designed and tested to comply with the High Velocity Hurricane Zone (HVHZ) of the Florida Building Code, 2014 Edition. • For use with 2010 FBC, the design pressures as determined from Section 1620 and ASCE 7-10 must be multiplied by 0.6. • Testing meets the current Florida Building Code; TAS 201; TAS 202; TAS 203 and fulfills Its requirement for opening protection. • The unbreached envelope criterion is met when this approved wall component encloses the protected opening all around. • The open areas in the Armor Screen Fabric are small enough that the surface tension of water causes the banter screen to become solid In the presence of rain, and in actual hurricane conditions has been shown to prevent damaging voluminous water Intrusion, even from torrential rains. • Has satisfied checklist #0445 for resistance to burning, smoke, ignition, temperature, and weathering and qualifies as a permanently Installed building component; ASTM G155, ASTM D638, ASTM C158, ASTM D635 - C1, ASTM D1929 ASTM 02843. • Product Marking: A permanent label shall be affixed to the screen barrier with the following statement: "Amer Screen Corporation, Current Address, Miami -Dade County Product Control Approved, Patented and Patents Pending, US Patent No. 6176050". INSTALLATION NOTES: • Deflection Is the minimum glass separation measured at mid span of the screen and subject to interpolation between listed spans. Separation offset may be achieved alone or by any combination thereof, Natural Deflection, Angled Style Screens, Storm Bars and Pneumatic Devices. • Screen may be mounted with opposing primary anchored perimeters (span) In vertical, horizontal, or any alignment appropriate to the structure being protected. • The screens may be installed at any height on the structure as long as the design pressure rating for the screens is not exceeded. • Anchors on the non -primary perimeter side (span side) of the screen are optional (e.g. to limit potential sag in the screen or reduce movement on the free side or other site specific reasons). • The thickness of typical facing materials I.e. stucco, siding, stone, brick, pavers, etc. are not to be considered part of the anchor embedment. Longer fasteners should be used to allow for facing materials. • Anchor embedment into masonry shall be into the face shell, not mortar joints. • All fully embedded anchors may be flush with the gnashed facing provided they have the correct embedment Into the structure behind the finish material. • Anchor installations should follow the manufacturer's recommended methods. • A caulk or sealant should be used with a8 wood penetrating anchors. • All fasteners shall be corrosion resistant as specified in the IRC and IBC or stainless steel. PRODUCT DATA: The woven geotextlle fabric shall have the following minimum average roll values: 425 x 325 LBS 130 LBS 675 PSI 150 x 125 LBS 225 x 205 LBSAN 22x21% 30 US STD SIEVE. Grab Tensile Strength (ASTM D4632) Puncture Strength (ASTM D4833) Mullen Burst (ASTM D3786) Trapezoidal Tear (ASTM D4533) Wide Width Tensile Strength (ASTM D4595) Wide Width Elongation (ASTM D4595) Apparent Opening Size Percentage of Open Area 5% Screen unable to retum should extend past protected opening by distance equal to minimum required deflection. • ASTM G155 • ASTM D638 • ASTM C158 • ASTM D635 - C1 • ASTM D1929 • ASTM D2843 ALL GEOSYNTHETIC HURRICANE SCREEN ASSEMBLY INSTALLATION DETAILS DEPICTED WITHIN THESE DRAWINGS ARE TYPICAL FOR THE INSTALLATION OF THIS WIND ABATEMENT AND IMPACT PROTECTION SYSTEM ONLY. ALL OTHER BUILDING COMPONENTS SHOWN HEREIN ARE DEPICTED AS EXISTING, AND NOT CONSTRUCTED BY THE SCREEN COMPANY. 2003 6 ARMOR SCREEN CORPORATION EUGENIO M. SANTIAGO, PE 77 HARBOR DR #26 KEY BISCAYNE, FL 33149 (305) 322-9775 PRODUCT: ARMOR SCREEN SERIES 2000 FLEXIBLE WIND ABATEMENT I IMPACT PROTECTION SYSTEM 2744 HILLSBORO RD, WEST PALM BEACH, FL 33405 PH: (561)841-8890 FAX: (561)841-8892 SALES@ARMORSCREEN.COM %w OlM S T 77i 4" NoCiE9N8@3.S\ *W= ``S_ ,O OF Examples of typical installations VERTICAL ANGLED BALCONY INVERTED HORIZONTAL ••• • • STORM BAR : • • •• •• • • • • • II • • RENDERING NOT TO SCALE WINDOW • •4 • •• • • • • • • • • PRODUCT RnViSAU as B.•mplying with rho Florida g Code Acceptance No/5-05/ O¢ B'PUpiion Date O By Zia'LL ltenigej a SNOISIA 11111 • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• Table 1 Anchor Spacin Anchor Choices * Span Deflection 1' O/C I 2' O/C 1" 2" 3* 4" in feet In Inches Design pressure "" 3.6" open eye %" bolt W open eye X" bolt 4' 5.5' 130 65 X X X X 6' 6.7' 130 65 X X X 6' 6.T 92.75 46 X X X X 8' 8.5" 130 90 X 8' 8.5' 130 65 X X 8' 8.5' 115 58 X X X 8' 8.5' 68.75 34 X X X X 10' 16" 130 90 X 10' 16" 130 65 X X X 10' 16' 94.75 47 X X X X 12' 21" 130 90 X 12' 21" 130 65 X X 12' 21' 120 60 X X X 12' 21' 69.75 35 X X X X 14' 30" 130 80 X 14' 30" 130 65 X X 14' 30" 120 60 X X X 14' 30" 64.75 32 X X X X 16' 39" 130 75 X 16' 39' 130 65 X X 16' 39' 110 55 X X X 16' 39" 60 34.25 X X X X 20' 40" 58.00 29.00 X X 24' 41" 48.00 24.00 X X CONCRETE: *Table is intended for drop -In and LDT anchors in concrete. WOOD: Lag anchoring (incl. LDT) into wood as follows Column 1": %" thread, 1.75" penetration into SYP (0.55sg) Column 2": %" thread, 3.1" penetration into SYP Column 3": Y2" thread, 3.0" penetration into SYP Column 4": Y2" thread, 3.7" penetration into SYP EARTH: * Specified earth anchor may be used with any of table choices. HOLLOW BLOCK: Column 1*, approved epoxy anchoring system for %" & %" thread. NOTE: **Design pressure may be increased by 5% for negative loads. TRACK SYSTEM: Table applies to track system, anchored with two 5,48" fasteners per cleat, as follows: - into hollow block, min. 1 Y4" embed can be installed as in column 1* - into concrete, min. 1 3/" embed can be installed as in column 3* - into concrete, min. 2" embed can be installed as in column 4* - into wood (SYP. sg. 0.55), min. 1" embed can be installed as in column 1* - into wood (SYP. sg. 0.55), min. 2" embed installed as in column 3* NOTES: Anchor Spacing: varies inversely with pressure and is subject to rational analysis. Span: is measured anchor to anchor and is subject to rational analysis. Deflection: is minimum glass separation measured at mid -span of screen and is subject to rational analysis. ANCHOR SPECIFICATION: Lag Anchors: %8 Lag Anchor X" Lag Anchor Tapcon %6" %" or X" LDT can anchor in both wood and concrete Drop -in Anchor. %" Steel Drop -in anchor in 3000 PSI (min.) concrete, 1 %e" min. embedment, 3 %4" min. edge distance (Powers or equal) Y2" Steel Drop -in anchor in 3000 PSI (min.) concrete, 2" min. embedment, 5" min. edge distance (Powers or equal) • • • Earth Anchor: Proprietary System: Stabi jzzd Y2•23)" •�h4t vyjtii 4" Ilr'li>• • Working Load of Earth Anior is 3150 LBS.• • • • • • • Soil Class: 5 (medium dens%gfoars'!;at d) • • • • • • Epoxy Anchor: Equal to Red Head umbrelie•insept'1lnd ser%enstvith t7 Sdhttive. REVISIONS OCTOBER 22, 2001 August 27, 2003 November 25, 2003 February 17, 2012 June 6, 2013 Drawn by: TO, 10-22-01 SCALE: NO Vol DWGNO. AS-001 SHEET NO. 2 OF 9 • • • • • • ••• • ••• ••• • • • • • • • • • • • • • • • • • •• •• • • • • • ••• • • • • • • • ♦• •• • • ••• • • • • • • • • • • ••• ••• • • • • ••• ••• • • Cr uJ cr U cc m )< MINCLEAFNNCE W SEE TABLE I (MEASURED ATM60PAN OF SCREEN) CONCRETE FOOTING Id CONCRETE FOOTING rum�91g11_ TYPICAL ONE STORY ASSEMBLY INSTALLATION 3/8" or 1/2' SEE: TABLE 1 ALTERNATE ANCHORING LAG, TURNED EYE OR PLAIN LDT TRACK REMOVEABLELAG INSTALLED VERTICAL ONLY INTO THE TRUSS MEMBER WITH 3/4" MIN. EDGE DISTANCE. 3/6' or 1/2" DROP -IN ANCHORS SEE TABLE 1 ANCHOR SPECS. EMINEEKIWY �LIII I II �I�R I 11= 3/8" or 1/2" EYE or BOLT and DROP -IN ANCHORS SEE TABLE 1 [OR TRACKI CONCRETE SLAB 4 MIN. THICKNESS) (3000 PSI Min.) ACTERIV • E• �•� SEMBL't : MSTA L 'I:IQN• :•: AT. •EXrT I •SLAf3 • • •• • ••• •• 2003 © ARMOR SCREEN CORPORATION REVISIONS OCTOBER 22, 2001 August 27, 2033 November 25, 2003 February 17, 2012 June 6, 2013 Drawn by: T G , 10 - 22 01 SCALE NO SCALE DWG NO. AS-001 SHEET No. 3 OF 9 • • • ••• ••• • ••• ••• • • • • • • • • • • • • • • • • •• •• • :• • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • STORM BAR MAX SPAN 4' S 6' 8' 78' 1T 14' MAX PSF 130 86 60 130 60 130 130 SYP rx6" X X X ALUM. TUBE rx6"4J%" 6083T6 X SYP 450 X ALUM. TUBE TWA" 6061-T8 X ALUM. TUBE rx85Y" 8061-T8 X - STORM BAR SPAN IS MEASURED BRACKET TO BRACKET. - DEFLECTION; ACHIEVED BY ONE OR MORE STORM BARS AND MAY BE INCREASED WITH BLOCKING - MAX DEFLECTION TO BE PER NOA AS RELATES TO SPAN. SPAN PROPORTIONATELY REDUCED BY INTERMEDIATE RESTS, SUCH AS STORM BARS OR MULLIONS. AND MEASURED FROM ANCHOR TO PROXIMATE STORM BAR OR BETWEEN PROXIMATE STORM BARS - THE STORM BAR SPLITS THE ANCHOR I SCREEN SPAN INTO MULTIPLE SPANS, EACH OF WHICH IS USED TO DETERMINE THE MINIMUM DEFLECTION. - ANCHOR ENDS WITH MINIMUM Y" HARDWARE - STORM BAR MAY BE ATTACHED WITH PERMANENT OR REMOVABLE STORM. BAR BRACKET, OR BY ATTACHING THE STORM BAR DIRECTLY TO THE WALL - ALTERNATE: CUSTOM BRACKET COMPRISED OF r X r X 1 )5" XX' ALUMINUM ANGLES ON EACH SIDE OF STORM BAR. - SUBJECT TO RATIONAL ANALYSIS I —Anchor Span --I I --Anchor Span —I x x x tat X x x x x x x ga Sem X x X x SINGE STORM BAR MULTIPLE STORM BAR HORIZONTAL SCREEN HORIZONTAL SCREEN ELEVATION ELEVATION MIN CLEARANCE _ SEE TABLE PERMED ATMO6NI OF SCREEN) CONCRETE FOOTING - -IFIII ' I II �Jl.I�I_"nk STORM BAR CONFIGURATION 36 DR 1? w ALTERNATE DROPaN ANCHORS CC ANCHOR SEE TABLE K POWS i m 73 INTO EARTH ALTERNATE ASSEMBLY INSTALLATION EARTH ANCHOR 4" OWQ IX •-•-, • • • • ;14C. EEYSTAB41 • iPOREH LUtTION •24 as seE TAeLl1 • • • • • 2003 C OR SCREEN CORPORATION E6;)F •• •••• • • • • • • • • •• CO LL U CC CC • ••• • • • • • • • • • • • • • • • • • • • • • •• •• •• • • ••• • • • • • ••• ••• • • • • • REMOVABLE EYE PAVER IIIC wrni STABILQER OR 00U 6R 160 SO. IN ••• • • • ••• • • • ••• • • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• ••. •• • REVISIONS OCTOBER 22, 2001 August 27, 2003 November 25, 2003 February 17, 2012 June 6, 2013 Drawn by. TO,10.22-01 SCALE: NO SCALE DWG NO. AS"OO1 SHEET NO. 4 OF 9 3000 PSI CONCRETE STRUCTURAL. MEMBER CONCRETE FOOTING EXISTING WD ROOF TRUSSES AT 24' O.C. TRUSS GUSSET PATE MIN CLEARANCE SEE TABLE 1 — (MEASURED AT MID -SPAN OF SCREEN) cc FOR ANCHOR INSTALLATION MAINTAIN AT LEAST MIN. EDGE DISTANCE AND FULL CAPACITY SPACING FROM HANDRAIL ANCHORS BALCONY SCREEN ALTERNATE ASSEMBLY INSTALLATION MIN CLEARANCE SEE TABLE 1 ME SU SCREEN) AT MID -SPAN OF CLOSED ON SIDES AND BOTTOM ANCHORED AT LOWER CORNERS " •• • •V11FN�VY•SCREEN • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • •• REVISIONS OCTOBER 22, 2001 August 27, 2003 November 25, 2003 Febniary 17, 2012 June 8, 2013 2003 © ARMOR SCREEN CORPORATION • • • ••• • • • • • • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • Drawn by: TG, 10-22.01 SCALE: NO SCALE DWG NO. AS-001 SHEET N0.5 OF 9 SEVEN QUAD FLAT FELLED SEAM GEO SYNTHETIC POLYPRO THREAD s 138 (6) PLACES AT TOP AND BOTTOM OF FABRIC SHEET WEAVE NOT SHOWN FOR CLARITY OF STRAP CONFIGURATION WEBBING LOOP FOR EVE ATTACHMENT WELLINGTON SYNTHETIC FIBER STRAP (PRODUCT NO. M-170H) TO BE SEWN INTO GEOSYNTHETIC FIBER MATERIAL IMeO Incorporate spring dip, Doing, or keyhole dip; OWTEEO ' MATERIAL TOP STRAP DETAIL L FINISH GRAD 311 4,e EARTH ANCHOR, SEE ANCHOR SPECIFICATIONS ON SHEET 2 OF 9. SOIL SHALL BE MIN. CLASS 5 (MEDIUM DENSE COURSE SAND). 1V? OR3T RAWL DROP$1 ANCHORS SEE ANCHOR SPECS. ON SHEET 2 WEAVE NOT SHOWN FOR CLARITY OF STRAP CONFIGURATION WELLINGTON SYNTHETIC FIBER STRAP PRODUCT NO. M-1701-I (OR APPROVED EQUAL) TO BE SEWN INTO GEOSYNTHETIC FIBER MATERIAL BUCKLE W/ STRAP SEE SECTION 'JI6 OF 9" BOTTOM STRAP DETAIL (AT EARTH ANCHOR) WEAVE NOT SHOWN FOR CLARITY, AND STRAP CONFIGURATION WELLINGTON SYNTHETIC FIBER STRAP PRODUCT NO. M-170H (OR APPROVED EQUAL)TO BE SEWN INTO GEOSYNTHETIC FIBER MATERIAL BUCKLE , SEE SECTION'JI6 OF 9' r—c. BOTTOM STRAP DETAIL 160�F9y (AT ANCHORAGE INTO CONCRETE) 1 I �60F9 / • • • • • • • • • • • • SUPER CON•OURED MODLL BAL:ILLE BY NEXUS Olt EQUAL • • • • • •201)3 ©'AIOAdLSCFtE l CORPORATION REVISIONS October 22, 2001 August 27, 2003 November 25, 2003 February 17,2012 June 6, 2013 Drawn by: TG,10-22-01 SCALE NO SCALE OWG No. AS-001 SHEET NO. 6 OF 9 • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • STEEL LAG THREAD TURNED EYE BOLT 1 3H' MIN EMBED. ALTERNATE 3/T DIAM DROP -IN ANCHOR 0E0 SYNTHETIC HURR1CAN SCREEN ALTERNATE TOP STRAP DETAIL 70F9 FOR OPENING 10 FEET OR LESS MALTERNATE CORNER DETAIL 7 OF 9 / N.T.S. ■u1Ie111nI111•:11 1.11111II �t 1 .6,1 1thl III t�• ill STRAP DETAIL AT 70F9 ADJACENT SCREENS SCREEN THREAD NOT SHOWN 11) (Ifrb1 (N331 FOR CLARITY BUCKLE W/ STRAP AND TRIGLIDE SEE SECTION'J/6 OF 9' (Optional) WELLINGTON SYNTHETIC FIBER STRAP PRODUCT NO. M-170H (OR APPROVED EQUAL) TO BE SEWN INTO GEOSYNTHETIC FIBER MATERIAL (1 Anchor Overlap) NOTE: SCREENS MAY BE GROMMETED. TRACK DETAIL WALL MOUNT INSIDE MOUNT CEILING • • • • • • • • • • I'$IDEIIlWI • • ••• • • • • • • • • • F��R•• •• • •. 2003 ©ARMOR SCREEN CORPORATION REVISIONS OCTOBER 22, 2001 August 27, 2003 November 25, 2003 February 17, 2012 June 6, 2013 Iy b C W a C LL U ct o - re =mm� X a s W a LL N O. Drawn by. TG, 10-22-01 SCALE: NO SCALE DWG NO. AS-001 SHEET NO. 7 OF 9 • • • • • ••• • ••• ••• • ••• • • • • • • • • • • • • • • • • • • • •• •• ••• •• • • ••• • • • • ••• 6 • • • • • • • • • • • • ••• • • • • • • • • • ••• •••••• • •• •• • • ••• • • • •• • • .062 R n,51 0.125 I L �5. WO FU10 t 1.5300 — 0.3500 — 1.0300 — .375 DIA armuauutrwu .250 R 1172 — 1.1100 --- .125 R NPt 3.7500 BRACKET (PART it AST-1100) ALUMINUM ALLOY 6005-T5 ,h-- 0.750 —b auuunnu 0 inuu11/0 1.0000 — 0.3750 1.4440 0250 1 0.5709 02600 0.0940 FULL 11— 6.750 4 — 1.0000 --- .047R An "I" TRACK (PART # AS-1000) ALUMINUM ALLOY 6005-T5 D-RING SNAKE HOOKS 3/8" KEYHOLE CLIPS 1/2" KEYHOLE CLIPS 5/16" TAPCONS 3/8" TAPCONS 1/2" TAPCONS 3/8" LAG ANCHOR 3/8" CARRIAGE BOLT 3/8" EYEBOLT 1/2" LAG ANCHOR 1/2" CARRIAGE BOLT • • • • • 1/2" EYEBOLT °18011► • • • 1.5000 IMAGES ARE REPRESENTATIVE AND NOT'1) SeA 0.750 1 3.7500 0 3" Clevis Pin Zinc Cotter Pin Zinc STORM BAR BRACKET Type 6063-T6 • • •• • • • •• • • • •• 2003 Q ARMOR SCREEN CORPORATION REVISIONS November 25, 2003 February 17, 2012 June 6, 2013 Drawn by. TG,10-22-01 SCALE: NO SCALE DWG NO. AS-001 SHEET NO. 8 OF 9 • •• •• •• • • •• ••♦ • • • • • • ••• ••• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • e • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00 00 •• ••• •• •• • • SCREEN LOADING ON STRUCTURE (PER LINEAR FOOT) DESIGN LOAD (PSF) 30 40 50 60 70 90 110 130 SCREEN SPAN (FT.) 4 180 217 246 276 284 332 358 401 5 224 275 312 342 355 416 447 500 6 268 327 372 408 426 500 536 599 7 311 380 437 480 503 579 625 704 8 355 438 497 546 574 663 715 802 9 399 491 557 617 644 747 804 901 10 447 543 625 683 715 832 893 1013 11 491 602 683 749 786 910 982 1105 12 535 654 743 821 857 994 1072 1203 13 579 712 808 887 928 1079 1155 1302 14 622 760 868 959 999 1165 1244 1401 15 666 818 928 1025 1070 1241 1333 1506 16 715 870 994 1091 1141 1325 1423 1604 17 758 923 1054 1162 1212 1410 1512 1703 18 802 981 1114 1228 1283 1494 1601 1802 19 846 1034 1180 1300 1359 1572 1690 1907 20 890 1086 1240 1366 1430 1657 1780 2005 21 933 1144 1305 1432 1501 1741 1869 2104 22 977 1197 1365 1504 1572 1825 1958 2203 23 1026 1250 1425 1570 1643 1903 2047 2308 24 1069 1308 1491 1642 1714 1988 2137 2406 Notes: 1. Span is measured anchor to anchor and may be reduced by intermediate storm bars, rigid or pneumatic, or mullions. 2. Max. deflection to be per NOA as relates to span. Span proportionately reduced by intermediate rests such as storm bars or mullions and measured from anchor to proximate storm bar or between proximate storm bars. 3. Max. PSF to be the absolute value of the greatest pressure. 4. Calculations are applicable to any Armor Screen System. •• ••• • • • • • • • • • • • •• • •• ••• •• • • • • • •• 2013 ® ARMOR SCREEN CORPORATION REVISIONS June6,2013 Drawn by. TG,10-22.01 SCALE NO SCALE DWG NO. AS-001 SHEET NO. 9 OF 9 • ••• ••• ••• • ••• • • • • • • • • • • • • • • • • • • • • •• •• • •• •• • • •• ••• • • • • • ••• • • • • • • • • • •• • • • ••• • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • •