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WS-13-1187Miami Shores Village � .�� � Building Department MAY z 9 2013 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 LN---*) BUILDING Permit No. PERMIT APPLICATION Master Permit No. 13— 1 LVI— Permit Type:UII.DING ROOFING JOB ADDRESS: _ Lo 10 l City: Miami Shores County: Miami Dade Zip: q w/ 6-7) Folio/Parcel#: �Law Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): �o0o- Crw2er Phone#.LO5— LL ___� Address: E 6 N U) / ) 1 City: K (a K (' State: r11-1 Zip: ,33 % Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �tf�%���� /y �� Phone#: 7 Address: I *�D IS 0U) 05�5- A d� City: L.k kocKa- State• FAIL gip: 33a5--1111 Qualifier Name: //® -ZO 1 J I ck.-,7 Phone#-. ? — %� P State Certification or Registration #: -C6 C- ZS"& 3X02 Certificate of Competency #: Contact Phone#: 3 C9 -f --�� 7 " %%--%% Email Address: DESIGNER: Architect/Engineer: _ Phone#: Value of Work for this Permit: $ �'2 &'& SquareJLinear Footage of Work: Type of Work: ❑Addition UAlteration ❑New ❑Repair/Replace ❑Demolition Description of Work: +ani Q -t r o }q or— An- l `/ &-n =c,. Color thru tile: Submittal Fee $ ` Permit Fee $ O' CCF $ MCC $ Senning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatures' Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this /-5day of _ , 20 [, �, by /��f219& lo��hed day of 20 , by �?n l b Jia?/ , who is personally known to me or who has produced ✓ who is person y known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: R C -STATE OF FLORIDA I Zoe Salgueiro °N'°' ZOILA R. PMAJIF MA mission # EE098103 Sign: by r Sign: ' x• ? �S 0e ember 21,2015 �� TTnrrrresoxnL*rcc0.,nva Print:61 r �ortlao ihru Print: My Commission Expires: My Commission Expires: 1%P 0-1 n- a��������������x���������������� APPROVED BY �Q'� Plans Examiner Zoning Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Clerk -- Shores wiage BY DATE SLDG DEPT SUBJECT 10 C(, -'NCE WI f, -i AI_L FEDERAL STATE ANS L( ISN, (BULLS AND REGULATIONS PLu M gLXg°� CP k FkLum. 0'n I� LACCA N6 X7 A� a ,38,xy® CA c Acca 9 �i �j' t� CEI F,D MAY 2 9 291 9 a -_--- j 1 �4 3-7X1 ACCd T® 7XS1 pccd ^G 3 7 X51 ,5»6a IMCY ENGINEERING, INC. GENERAL NOTES: TABLES ARE INTENTED TO DEPICT THE ° WORST CASE" PRESSURES. "WORST CASE" IS FINED AS THE CRITICAL CONDITION OF ANY UNKNOW VARIABLE AS DESCRIBED BELOW. GLAZING CONSULTANTS 2010 FLORIDA BUILDING CODE & ASCE 7-10 WIND VELOCITY= 175NIPH(RISK CATEGORY II ) C DESIGN LOADS FOR COMPONENTS AND CLADDING MRH = 0 - 60' EXPOSURE °G" Kd = 0.85 PH: SUNSET DRIVE. MIAMI, FL 33173 PH: 305.271.0117 FAX: 786.573.5063 VALUE USE IS OFFERED HEREIN. ALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED IDENTIFY THE BUILDING MEAN ( AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER NNOT BE IDENTIFIED, USE PEAK ROOF HEIGHT. APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE DESIC,I�I PFESMIFES OW�-ZONE 4 VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. PFIESSl1RE3 (PSF) -ZONE 6 Roof MeanMeanDESIQN Roof Tributary Area ( Tributary Area (Sq Ft) 101520 4N ONE-THIRD THE SPAN LENGTH (HEIGHT Y3) .USE THE AREA BETWEEN STRUCTURAL EA OF -T OPENING CANNOT IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR 25 30 IBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 40 45 1 50 10 1 15 20 25 30 35 40 45 50 Height Height 0 -15 ft 40.1 39.0 38.3 37.7 37.2 1-40.6 36.8 36.5 36.2 35.9 40.1. 39.0 38.3 37.7 37.2 36.8 36.5 36.2 35.9 - 43.5 -42.4 -41.7 -41.1 -40.2 -39.9 -39.6 -39.3 0 -15 ft -53.7 -51.6 -50.1 -48.9 -48.0 -47.2 -46.5 -45.9 -45.3 16 ft 40.6 39.5 38.7 38.2 37,7 37.3 36.9 36.6 36.3 40.6 39.5 38.7 38.2 37.7 37.3 36.9 36.6 36.3 44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 16 ft -54.3 -52.2 -50.7 -49.5 48.5 -47.7 -47.0 46.4 45.8 18 ft 41.5 40.4 39.6 39.0 38.6 38.1 37.8 37.5 37.2 41.5 40.4 39.6 39.0 38.6 38.1 37.8 37.5 37.2 -45.0 -43.9 -43.2 -42.6 -42.1 -41.7 -41.3 41.0 -40.7 18 ft -55.6 -53.4 -51.9 -50.6 -49,7 -48.8 -48.1 47.5 -46.9 20 ft 42.5 41.3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 42.5 41.3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 46.1 -44.9 -44.1 -43.5 -43.0 -42.6 42.2 -41.9 -41.6 20 ft -56.9 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.6 -48.0 22 It 43.2 42.1 41.3 40.6 40.1 39.7 39.3 39.0 38.7 43.2 42.1 41.3 40.6 40.1 39.7 39.3 39.0 38.7 -46.9 -45.7 -44.9 -44.3 -43.8 -43.4 -43.0 -42.7 -42.4 22 ft -57.9 -55.6 -54.0 -52.7 -51.7 -50.8 -50.1 -49.4 -48.8 24 ft 44.0 42.8 42.0 41.4 40.8 1 40.4 40.0 39.7 39.4 44.0 42.8 42.0 41.4 40.8 40.4 40.0 39.7 39.4 -47.7 -46.5 -45.7 -45.1 -44.6 -44.1 -43.7 -43.4 -43.1 24 ft -58.9 -56.6 -54.9 -53.6 -52.6 -51.7 1 -51.0 -50.3 -49.7 26 ft 44.7 43.5 42.7 42.1 41.5 41.1 40.7 40.4 40.0 44.7 43.5 42.7 42.1 41.5 41.1 40.7 40.4 40.0 -48.5 -47.3 -46.5 -45.9 -45.3 -44.9 -44.5 -44.1 -43.8 26 ft -59.9 -57.5 -55.9 -54.6 -53.5 -52.6 -51.8 -51.1 -50.5 28 It 45.5 44.3 43.4 42.8 42.2 41.8 41.4 41.0 40.7 45.5 44.3 43.4 42.8 42.2 41.8 41.4 41.0 40.7 -49.3 -48.1 -47.3 -46.6 -46.1 -45.6 -45.2 1 -44.9 -44.6 28 ft -60.9 -58.5 -56.8 -55.5 -54.4 -53.5 -52.7 -52.0 -51.4 30 ft 46.2 45.0 44.2 43.5 42.9 42.5 42.1 41.7 41.4 46.2 45.0 44.2 43.5 42.9 42.5 42.1 41.7 41.4 -50.2 -48.9 -48.1 -47.4 -46.9 -46.4 -46.0 -45.6 -45.3 30 ft -61.9 -59.5 -57.7 -56.4 -55.3 -54.4 -53.6 -52.9 -52.2 35 ft 47.7 46.4 45.5 44.8 44.3 43.8 43.4 43.0 42.7 47.7 46.4 45.5 44.8 44.3 43.8 43.4 43.0 42.7 -51.7 -50.4 -49.5 -48.9 -48.3 -47.8 -47.4 -47.0 -46.7 35 ft -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 40 ft 49.1 47.8 46.9 46.1 45.6 45.1 44.6 44.3 43.9 49.1 47.8 46.9 46.1 45.6 45.1 44.6 44.3 43.9 -53.2 -51.9 -51.0 -50.3 -49.7 49.2 48.8 -48.4 -48.1 40 ft -65.7 -63.1 -61.3 -59.9 -58.7 -57.7 -56.9 -56.1 -55.4 45 ft 50.2 48.9 48.0 47.3 46.7 46.2 45.7 45.3 45.0 50.2 48.9 48.0 47.3 46.7 46.2 45.7 45.3 45.0 -54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 -49.6 -49.3 45 ft -67.3 -64.6 -62.8 -61.3 -60.1 -59.1 -58.2 -57.5 -56.8 50 ft 51.4 50.1 49.1 48.4 47.8 47.2 46.8 46.4 46.0 51.4 50.1 49.1 48.4 47.8 47.2 46.8 46.4 46.0 -55.8 -54.4 -53.5 -52.7 -52.1 -51.6 -51.2 -50.8 -50.4 50 ft _68.9 -66.2 -64.2 -62.7 -61.5 -60.5 -59.6 -58.8 -58.1 55 ft 52.4 51.0 50.0 49.3 48.6 48.1 47.7 47.3 46.9 52.4 51.0 50.0 49.3 48.6 48.1 47.7 47.3 46.9 -56.8 -55.4 -54.5 -53.7 -53.1 -52.5 -52.1 -51.7 -51.3 55 ft -70.1 -67.4 -65.4 -63.9 -62.6 -61.6 -60.7 -59.9 -59.2 60 ft 53.3 51.9 50.9 50.1 49.5 49.0 48.5 48.1 47.7 53.3 51.9 50.9 50.1 49.5 49.0 48.5 48.1 47.7 57.8 -56.4 -55.4 -54.7 -54.0 1 -53.5 -53.0 -52.6 -52.3 60 ft -71.4 -68.6 -66.6 -65.0 -63.8 -62.7 -61.8 -61.0 3TRUCTIONS FOR TABLE USE: GENERAL NOTES: TABLES ARE INTENTED TO DEPICT THE ° WORST CASE" PRESSURES. "WORST CASE" IS FINED AS THE CRITICAL CONDITION OF ANY UNKNOW VARIABLE AS DESCRIBED BELOW. 1. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY E OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. VALID WHEN SIGNED & RAISED SEALED BY YIPING WANG, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A 'TOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER USE. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE TABLES VAUD FOR ALL ROOF SLOPES. REDUCTION FOR ROOF SLOPE LESS THAN 10' VALUE USE IS OFFERED HEREIN. ALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED IDENTIFY THE BUILDING MEAN ( AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER NNOT BE IDENTIFIED, USE PEAK ROOF HEIGHT. APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. SUMPTION. 4. DESIGN IS BASED ON THE 3 SECOND GUST ( WIND VELOCITY) FOR A RISK CATEGORY 11 CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION ( HEIGHT • WIDTH) OR ( GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) FOR A RISK CATEGORY III SEPARATE E SPAN LENGTH ( HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS TABLE WITH 186 MPH WILL BE USED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR 4N ONE-THIRD THE SPAN LENGTH (HEIGHT Y3) .USE THE AREA BETWEEN STRUCTURAL EA OF -T OPENING CANNOT IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE FOR LARGER INTERNAL PRESSURE COEFFICIENT (G ENCLOSED BUILDING ONLY. IBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. VERTHILLY USE F VERIFY USE OF Kd = 0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDIN�,,�ppPPRRTMENT. HVHZ WITH =HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND E(j�j'1adA't.r6tJRF.A( ONLY. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR ( ZONE Q OR EXTERIOR ( ZONE 5) PER E FIGURE OR INFORMATION S 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDIf� BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED E MORE CRITICAL (EXTERIOR) ZONE. B. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF T{bU' CTB�`'�/, J READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIQI�i411C1 4CA .T OR AFFIRMATIONS ARE INTENDED. �" ✓ NICIPALITY IN ACCORDANCE WITH CODE. c;,' PEAK ROOF " A ATIOR.' ®w i = 10% OF LEAST HORIZONTAL DIMENSION OR 10% OF MEAN ROOF HEIGHT,WHICHEVER IS SMALLER, 'UT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. ISE ZONE 51F ALL IN QUESTION. CONSULT AN ENGINEER :OR A MORE SPECIFIC INTERPRETATION IF REQUIRED. FOR MIAMI-DADE COUNTY HEIGHT MEAN ROOF a. HEIGHT _a der 0 VE ROOF •�^+ .+ HE <: c ELE® ON a a `•'�° `:. WALL ZONE FIGURES . a a ISOMETRIC YIP G F=�. 0 X 983 4 C.A.N. 28476 w °.Ja _i1 6013 Florida Building Code Online Page 1 of 2 _ ..v.<„-.-�. , dc3 > t,Fz"�..--. _�,�P.f�«ns,.u.�.roS•��. ay. '� '��� �k 7 1 1017, 1l(`: t BCIS Home Log In User Registration Hot Topic Submit Surcharge i. Stats & Facts Publications FBC Staff SCIS Site Map Links Search Buri less""') �f�SS�iI� ; Product Approval .. ` USER: Public User Regulation PSpdUd APPM"l Menu > Product or Apolicatlon Search > Application List > Application Detail d FL # FL15549 Application Type New Code Version 2010 Application Status Approve Comments Archived Product Manufacturer Genesis Shutter Group, Inc. Address/Phone/Email 9811 NW 80 Ave. Bay 7A/7B Hialeah Gardens, FL 33016 (305)733-6235 gleon@kcl.net Authorized Signature Yiping Wang mcy. engineering@att, net Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email i Category CA hutters Subcategory ccordion Compliance Method Evaluation Report from a Florida 'Registered Architect or a Licensed Florida Professional Engineer :r Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced St.andard and Year (of Standard) Equivalence ol` Product Standards Certified By Sections from the Code Yiping Wang PE -55983 National Accreditation & Managetnent Institute, 12/31/2014 Sifu Zhou, P.E. ' Validation Checklist - Hardcopy Received R" FBC 2010 TAS 201 1994 TAS 202 1994 TAS 203 1994 littp://www.tloridabuilding. Drg/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIfCmQdlOUtQt... 1/21/2013 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ISummary of Products Method 1 Option D 04/27/2012 04/27/2012 05/03/2012 06/11/2012 Page 2 of 2 FI. 11140del, Number or Name Description 15549.1 "GSS-1" "GSS-1" Genesis Aluminum Accordion Shutter S stem m sof se installation Instructions Approved for use in HVHZ: Yes FL15549 RO II AD12437 4-27-12 ALL SS,pddf Verified By: Ylping Wang P.E. 55983 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: ++180/-200 Evaluation Reports Other: Refer to installation drawings for design loads FL15549 RO AE AD12-37 PAE.Ddf v.s. shutter span and anchor conditions. Created b Independent Third Party: Yes Bacic Next The State of Florida Is an AA/EEO employer. Copyright 2007-2010 State of Florida :: Privacy statement ::Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released.in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_. Product Approval Accepts: rim a http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvkmQdIOUtQt... 1/11/2013 GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY WITH MINIMUM YIELD STRENGTH OF FY -31.0 KSI UNLESS IT IS SPECIFIED. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 5. WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE, G - 0.55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE S. ALL ALUMINUM BUND RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANORS 7. BOLTS 70 BE GALVANIZED OR STAINLESS STEEL WITH 36 W MINIMUM YIELD STRENGTH. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BUILDINGS. 9. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHOULD BE PLACED ON THE EXPOSED SURFACE OF THE CENTERMATE BLADE (COMPONENT 10) UNDER LOCK. ONE LABEL SHALL BE PLACED FOR EVERY OPENING, LABEL SHALL READ AS FOLLOWS: .GENESIS ALIMINUM ACCORDION SHU77ER SYSTEM HIALEAH, FLORIDA MIAMI -DADS COUNTY PRODUCT CONTROL APPROVED. NOA # 11-1006 PER TAS -201. TAS -202, AND TAS -203. 10. (a) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER IS GENERIC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE PAD. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED R. NOTES: WHEN EDGE DISTANCE EQUAL OR GREATER THAN 2 AND LESS THAN MIN. EDGE DISTANCE SPECIFIED ABOVE, THE ANCHOR SPACE IN ANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY FOLLOWING REDUCTION.FACTOR: ANCHOR TYPE A, & At: REDUCTION FACTOR - 0.80 ANCHOR TYPE B & B1: REDUCTION FACTOR - 0.67 ANCHOR TYPE C & Cl: REDUCTION FACTOR - 0.80 ANCHOR TYPE E: REDUCTION FACTOR = 0.80 ANCHOR TYPE F: REDUCTION FACTOR - 0.57 PLEASE NOTE THIS INSTALLATION ARE ONLY VALID FOR THE RESULTING ANCHOR SPACE EQUAL OR GREATER THAN 3. REDUCTION FACTOR MULTIPLY DESIGN LOAD ON SHEET 5 THRU SHEET 15, HAS TO BE GREATER THAN PROJECT DESIGN LOAD. TYPEA. 1/4' DIA TAPDON BY IT W BUIL.DEX (Fu =120 KSI, Fy = 92 Y.SI) INTO CONCRETE W-3000 PSI 1.3/4' MIN. EMBED 2.12' MIN. EDGE DISTANCE _ 1-1/4' MIN. EMBED 2-12' MIN. EDGE DISTANCE TYPE 8. 114'-20 CALK -IN BY 'POWERS'FASTENERS INTO CONCRETE fct3000 PSI 7!&' MIN. EMBED 3" MIN. EDGE DISTANCE TYPE B1. INTO CONCRETE BLOCK 7B' MIN. EMBED 3' MIN. EDGE DISTANCE TYPE C. 1/4' CRETE -FLEX SS4 MASONRY ANCHOR BY'ELCO' INTO CONCRETE t=3000 PSI 1 314' MIN. EMBED 2 112' MIN. EDGE DISTANCE TYPE Cl. INTO CONCRETE BLOCK ` 1 1/4' MIN. EMBED 2112' MIN. EDGE DISTANCE TYPE D. 1/4' DIA. ULTRACON SY ELCO (Fu =177 KSI, Fy - 155 KSI) INTO CONCRETE fc'=3000 PSI 1-314' MIN. EMBED 242' MIN. EDGE DISTANCE TYPE D1. INTO CONCRETE BLOCK 1-1/4' MIN. EMBED 2 -12' -MIN. EDGE DISTANCE -- TYPE E 1/4' DIA TAPPER+ BY ROWERS' INTO CONCRETE fc' - 3DD0 PSI 1-314' MIN. EMBED 2-12' MIN. EDGE DISTANCE TYPE E1. INTO CONCRETE BLOCK 1-1/4' MIN. EMBED 2' MIN. EDGE DISTANCE TYPE F. 114'- 20 "ALL POINTS' SOLID - SET ANCHORS INTO CONCRETE le -3000 PSI VW MIN. EMBED 3' MIN. EDGE DISTANCE TYPE Ft. INTO CONCRETE BLOCK 7/8' MIN. EMBED 3" MIN. EDGE DISTANCE TYPE G 1/4' DIA LAG SCREWS (Fy = 60 KSI) INTO WOOD STRUCTURAL 1-12' MIN. THREADED EMBED 1-12' MIN. EDGE DISTANCE TYPE H. 5H6- DIA. ULTRACON BY ELCO (Fu = 177 KSI, Fy - 155 KSI) INTO WOOD STRUCTURE 1-12" MIN. EMBED 1 -SB' MIN. EDGE DISTANCE �mmrwnwmo>,me F- • Z neaeaomzrmoliw,xaoomivo-in IP.eD•IMi6van®mMaeKa�lB > }'`d to w � �aca,mooeswarwmrme ovamurwwaw+amreaPecFsnxaomr: '� � m gg 0 ,.,wms„a!ertecamrtmcsmvmre FamnscEa nna�u sL � i3 _ f-0NeGC10AM8eFE8PV�EWRT6 sEaec,ma.rumra�a,mearaua,cna p T moi L" navrmmc,eamoamnm vamuarc uwrem+�o: oc�s mro�arerwou„sw�xmre S � � W LL 2 �aaeom,emooaoesa. f!1 7 m ,wsarew�xrmauwiawoono®nww. ee ercamwuremmmam U) z UJ. p (o mreaPecwmoxaacrsexau.eeaxenaw!o (W9 W g mwnaaoa,rems,e�anexmre®eon axmvrecrmw,oste�r,m w x V anvareea�+emenw.lrars•rt¢ raoecrarroww,w,.eznes Z a �.ewa rre±wovee,meoene<aeoeNaorema aecam,wmrroasaae<rmreoew�_ ,tp rn W p ,weaeo. swueewarere oateemm awcmw�s�umsimunrud:ocnaE � vm�w.ean�recam,eur 01s� w PE FL N I I ��?6s�i�983a Hare ._m_m ��;VOAt�Bi 09 � 4 Of . 2 F acne as w,m nna�u sL ��y`AjDP,P Fr�.' oIDaaeu wu ,FEsslo�,`` um+n AD12-37 92 21 n 3 OF 15 1.840° 1.375 O` OPTIONAL NFC700-01 6063-T6 1 STANDARD CEILING TRACK 2.420" r m fl 4 0.070" �I w N p m O � c OPTIONAL --� 2 NFC100-02 6063-T6 STANDARD WALL TRACK 3.840' i IF 1.840' i 0 N ° 0 0.050° OPTIONAL VFC100-03 6063-T6 TANDARD 2° BUILD OUT c r 1,606' I C NI N O 1.456' 4.802' V':C100.046063-T6 �ZNFC100-OS6063•T6 STANDARD ADJ. TOP SILL STANDARD ADJ. BOT. SILL 1.168' 1.875' O _ 1.743° 0t610� I I o m m o O {� �p o G pp © c N. W O • 0 40 0.050 0.059° c 1.529° 0 0211° 3.526" 0.31 ° 0.810° p 2� 2ass° OPTIONAL 6 2 FC100-0660M,TS n NFCIM086063-T6 ? NFC100-098063-T6 �1NFC100.108063-76 180°180° S TREN HC�T'R,4 KC UWALK OVER TRACK C\J ENTER MATE STANDARD TRACK (S.T.) STANDARD TRACK (S,T.) o 0.875° -- -. 19 PUSH LOCK - THUMB SCREW o.a75 o N � o O Q o g o S p 1•� , 3°TO5" 11 1'x1' Alum Angle 6063-T6 STANDARD TRACK (S.T.) 1.906' 1.375 00 v O LL - OPTIONAL NFC100.11 6005-T5 15 HEAVY DUTY CEILING TRACK THK. AWm Argle < 6063-T6 2.486' 0.138° 10,1 1.908' n o ry o L a J OPTIONAL � 1111112 6005 -TS 1 HEAVY DUTY WALL TRACK @1' lTMT THK. Alum Angle 606&T6 NFC100-13 6053-T6 - HEAVY DUTY ADJ. TOP SILL 0250' 14 HITCH PIN 0.75D' 2.190° P � 0.080" q o 2.940' DUTY ADJ. BOT. SILL �ZNFC100-07 6063-T6 � Fym yg,]ktl Fum34A kd g� 0250° 00 2 0° gALUMINUM TUBE 8063 T6 1=118- 2=118`, 2X3XlX-,, 2X5X1B°; 2X5X1/4' i i i b o 0 8� t 0.125 0.,13_18' 0.876' I o �- e 20 EGRESS LOCK �� SH LOCK W /HANDLE N � r a m33S 0 n J g _ LU m o (p LLT to Lu rn LLIa YIP(S{p ntd4y^, P.E. I i FL IS ION .`�.y¢.A.t�9�e6Y scut ca w�so 9 4.x•09 M�o�,P 6c�' uan+roc gym. 'o�es�lo�?,,.•` . AD12-37 MAX. SHUTTER SPAN - "L" MAX. WITH STANDARD TRACK WITH HEAVY DUTY TRACK DESIGN LOAD DUE TO POSITIVE LOAD DUE TO NEGATIVE LOAD DUE TO POSITIVE LOAD DUE TO NEGATIVE LOAD (PSF) (INCH) (INCH) (INCH) (INCH) 40 123" 123" 143" 141• 45 123" 123" 139" 137" Sp 55 120" 114" 120" 114' 135" 132` 133" 130" 60 - 109" 109" 129" 128' 65 105" 105" 129" 124' 70 101" 1D1" 124" 119" 75 98" 98" 119' 115" 80 94' 94" 115" 11i" 85 92" 92" 111" 108" 90 89' 89" 108' 105, 95 8r 86" 105" 102" 100 84" 81' 102" 100• 105 82" 77' 100" 97" 110 81' -. 74' 95, 95' _ 115 79".. 71" 93" 91" 120 77' 66" 91" 8r 125 75, 65, 89" 84' 130 74" 63" 87, 81" 135 72` 60' 85, 78' 140 69' 58' 82" 75' 145 6r 56" 79" 72" 150 65, 54' 76' 70' 155 - - 74' 68" 160 - - 71" 66" 165 - - 69" 64' 170 - - 67' 62' 175 - - W. 60' 180 - - 59' 58- 185 - - - 5r 190 - - - 55' 195 - - - 54' 200 - - - 52• INSTRUCTION: SECTION W/ STARTER AT ENDS U v STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON APPLICABLE ASCE 7 STANDARD. %�,W� P.E. STEP 2 CHECK SHUTTER CAPACITY FOR A GIVEN SHUTTER SPAN USING `PL?� -gSY N CHARTS ON SHEET 3. MAX. DESIGN LOAD FROM CHART HAS TO BE EQUAL°Q to a e28e7 , to OR GREATER THAN DESIGN WIND LOAD FROM STEP 1. : z_ STEP 3 USING CHARTS ON SHEETA TNRO SFIEET'15SE= ANCHOR TYPE-"" AND o'rOd rxw�r �r m ANCHOR SPACDIETAI NG Nk USED. N DESIGN LOAD AND SHUTTER SPAN FOR THE 'nE§s�o; O CAD12-37 AM V7 2112 3 OF iS .0 J ] .0 92 % 7111 ELEVATION NOTES: 1) LOCK SHALL BE LOCATED WITHIN 18" OF MID -SPAN; Lj�PICAL w O ? R HEEAVS DC?Y ONLY 2) FORS UTTER SPAN t 12 FT USE (2) LOCKS AT 113 SPAN; 3) LOCK I&ND &SED FOR STANDARD TRACK ONLY.wo " cr W 0 m n - 2 ^ 4 6 , g of Ell W z W i 93 LL ¢93¢� = O t9 AT AT 131O.C. TMP. 8 — — — 13 _ L A L n LLI d - J 7 S L n Z Y � U ED 0 D � In --IH INSTRUCTION: SECTION W/ STARTER AT ENDS U v STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON APPLICABLE ASCE 7 STANDARD. %�,W� P.E. STEP 2 CHECK SHUTTER CAPACITY FOR A GIVEN SHUTTER SPAN USING `PL?� -gSY N CHARTS ON SHEET 3. MAX. DESIGN LOAD FROM CHART HAS TO BE EQUAL°Q to a e28e7 , to OR GREATER THAN DESIGN WIND LOAD FROM STEP 1. : z_ STEP 3 USING CHARTS ON SHEETA TNRO SFIEET'15SE= ANCHOR TYPE-"" AND o'rOd rxw�r �r m ANCHOR SPACDIETAI NG Nk USED. N DESIGN LOAD AND SHUTTER SPAN FOR THE 'nE§s�o; O CAD12-37 AM V7 2112 3 OF iS 92 % 7111 ELEVATION NOTES: 1) LOCK SHALL BE LOCATED WITHIN 18" OF MID -SPAN; Lj�PICAL w O ? R HEEAVS DC?Y ONLY 2) FORS UTTER SPAN t 12 FT USE (2) LOCKS AT 113 SPAN; 3) LOCK I&ND &SED FOR STANDARD TRACK ONLY.wo " cr W 0 m ru OST"WumOW bLASS 70 ^TE MCALANCHORS - 2 ^ 4 6 , g of Ell W z W i 93 LL ¢93¢� = O t9 AT AT 131O.C. TMP. 8 — — — 13 _ LLI d INSTRUCTION: SECTION W/ STARTER AT ENDS U v STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON APPLICABLE ASCE 7 STANDARD. %�,W� P.E. STEP 2 CHECK SHUTTER CAPACITY FOR A GIVEN SHUTTER SPAN USING `PL?� -gSY N CHARTS ON SHEET 3. MAX. DESIGN LOAD FROM CHART HAS TO BE EQUAL°Q to a e28e7 , to OR GREATER THAN DESIGN WIND LOAD FROM STEP 1. : z_ STEP 3 USING CHARTS ON SHEETA TNRO SFIEET'15SE= ANCHOR TYPE-"" AND o'rOd rxw�r �r m ANCHOR SPACDIETAI NG Nk USED. N DESIGN LOAD AND SHUTTER SPAN FOR THE 'nE§s�o; O CAD12-37 AM V7 2112 3 OF iS fII i 2"77 12 7 n�7u 70 iel i ` 9q .� �a (2"x 3"x 1/8" THKALUM. TUBE) o �c' s w J VIA,, $.s G 3 2" IN. \, CD ci Z / ED� . �:' M ANCHOR EA OR 7YPE bI W B o Q CA o a m` a.D io O i , e y� CV O O m V Z Z W � 1 Q f0 U N ��X LE 8' (4• G 4% \ O 00 O @ EACH END Z J {}� N O O O r\`cf) W W 0 ui i 2 0 h c —'✓� 0 Z�' i "• i .< � CHARTT U DESIGN LOAD FOR INTERMEDIATE i2 1 7HRU . $° • 8" / ALUMINUM TUBEm: ••FOR h7EAVYDU7YONLY ' - VON EE �s'T ) r'2=" ELEVATION OPTION 2 8275 - 65 PSF 70 PSF ME 84 fit PSF 70 PSF 70 PSF d17 n so PSP 7oPSF 7oPSF SUBSTRATE V VS I P. z W � m m _ SUBSTRATE F EXISTING GLASS O m co A A zw = Wu TYPICAL ANCHORS @ 18" O.C. TYP. / O zz I z #10 TEK SCREW 13 � N ®� � AT 18' O.C. w a PLUz w g w 10 � O y (2"x 5"x 1/8" THK LUM. TUBE) 7 93 90 DEGREE SHUTTER OPTION P.E. Ft�AI51(7I�IDN Q�G" �wJSJK DAfE e�¢i-,Y SHUTTER WIDTH :� VQAN ¢Ys59 uA s As Amm MAX. 92-3/4' qqqq OF :Zt �FfSS OKP Desrua eao. ELEVATION OPTION 1 ,,,�� AD12-37 HEAVY DUTY TRACK ONLY i'121112 s OF IB WHEEL CARRIAGE F#10 x 3' 410•HT S.S S.M.S. W/7/16'6x5/8' . MEDIUM 8 HAT NYLON BUSHING (TOP ONLY) ,.-� #10x2' 410 -HT S.S S.M.S. �� TYP. TOP & BOTTOM #10x3' 410 -HT S.S S.M.S. W/ 7 / 16'IDx 7 / 8' LONG NYLON BUSHING (BOTTOM ONLY) (WALL MOUNTING INSTALLATION STANDARD TRACK CHART G GLASS SEPARATION CHART FOR STANDARD & HFAVY DUTY SHUTTER SPAN S&ARATM SPAN S W 2. V? W0 SPANS120' 12V -SPAN 9 ?q*Q P.E. :a?G�'A'48� SON _ t vNc b MUM - AD12-37 5 O 15 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART NAX DFSi�S SPANQt CONCRETE SECTION 1 (TOP) CONCRETc SfRIlL'l�C CCCl/fg OEg NAYt1 LOAC SECTION 1 (BOTTOM) CONCRETE a=NSE URE CONCRETE BLOCK CONCRETE BLOCK ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR. SPACING SPACING SPACING SPACING SPACING (m.) (m) (m.) (h) (I,) ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING 0 ) 114.) (m.) (la) ANOtOR SPACING �) (INCH) ) 7YPEAIBI CIF CIF TYPEE TYPEAt/81 TYPE NIG iDt/E7 TYPE C7/F1 (P&9 (INCH) TYPEA/B/ CIF TYPE HIG TYPE TYPE 01 / Et TYPEC/F7 40 BO' 720 120 M120 6.7 11.7 40 ._ SO' 120 120 t23 &S Bb 123 17.8 '120 6.29D 7" 12.0 12-0 93 42 72 96' 720 83 t20 42 7.3 88' 103 120 7.6 3.4 5.9 t7C 10.7 79 t2.0 3.5 6.2 1t4• &6 103 &4 8.0 120• -1a9 7b t20 3A 69 120• 82 ' 8.7 '11' 132' 92 63 tag 3.1 53 1S2• 7.6 89 55 43 74P 86 6.4 fat 59 141' 73 83 82 43 BP 120 tt.9 129 5.4 8.4 80' 720 120 9.7 4A 7.6 78' 120 92 123 4.1 72 78• Tai 720 79 ad 69 BG t 7b 120 a4 6.9 88' &7 6.1 a7 14' 83 6.3 tat 49 82 &1 q3 12P &1 63 as42 tom• 99 79 49 ae 732• 7.4 6.4 8.7 43 192' 83 7.1 4.4 3b fi0 60• 120 /a0 129 49 73 60 w 109 123 &1 3.8 63 78' IDA 7.7 120 3.6 83 78• &4 103 62 49 96• 8.4 62 103 49 96' 6.B &1 69 4.0 1t4' 7.1 6.2 84 4.1 t14• 6.8 89 43 g3 726' 64 a7 7.6 37 126' 62 62 38 33 70 ST 17.8 8b 120 39 a7 70 - w &4 ti.1 fib 9.7 &4 78' 89 6.6 1a6 6.1 78' 72 &6 fi3 42 BB 72 63 86 42 w 69 73 43 3.4 1w 87 4.5 - 72 &a t14• 4.9 176' 63- - 43 68 3.4 IIT 4.7 &a 35 8P tat 79 t20 3A 69 8o 60' 82 8.7 6-1 4.7 78' 79 6.7 824b 78• 6.3 79 4-7 32 Bfi 83 4.7 79 3.7 86• &1 6.1 39 1t7' 6b 43 B9 32 1t1' 4.4 53 33 W BP 93 6.6 1 102 3.0 62 so 80' 73 8.7 5,4 42 78' 69 6.1 8.2 43 78• &6 63 at 32 98' 69 4.1 &7 33 9S 4.6 eA 34 106• &1 39 6.1 708• 42 49 &1 100 63 89 4.7 t00 6P 89 49 38 78• 62 49 7A &8 78' &1 3] 88• &t a7 6.0 W a1 BT 49 39 69 99• 49 48• &4 62 10.0 49 t2076' 48' 6.8 14J7 63 49720 .a03278' 62 33 62 3.0 42&t1.4A 33 6.3 97• S,g too 48• 7.2 63 39 42 7� 48' 69 7.0 43 &4 60' 83 4.3 69 33 67 4.7 &6 3b 78' 4.4 S.8 6.3 78' S9 43 81' 43 32 &1 87' 38 4.1 t50 43• 63 4.7 7.6 3.7 7� 48• 6.1 &7 Sa W 81 3J BA BP 4.1 49 39 70' 43 32 &1 70' 3b 4.1 WHEEL CARRIAGE F#10 x 3' 410•HT S.S S.M.S. W/7/16'6x5/8' . MEDIUM 8 HAT NYLON BUSHING (TOP ONLY) ,.-� #10x2' 410 -HT S.S S.M.S. �� TYP. TOP & BOTTOM #10x3' 410 -HT S.S S.M.S. W/ 7 / 16'IDx 7 / 8' LONG NYLON BUSHING (BOTTOM ONLY) (WALL MOUNTING INSTALLATION STANDARD TRACK CHART G GLASS SEPARATION CHART FOR STANDARD & HFAVY DUTY SHUTTER SPAN S&ARATM SPAN S W 2. V? W0 SPANS120' 12V -SPAN 9 ?q*Q P.E. :a?G�'A'48� SON _ t vNc b MUM - AD12-37 5 O 15 TYPICAL ANCHOR SEE CHART ON L50 'N W / #10x3" 410 -HT S.S S.M.S. W/ 7 / 16"ox 5 / 8" MEDIUM & HAT NYLON _ BUSHING (TOP ONLY) #10X2"410 -HT r TOP &BOTTOM r WHEEL CARRIAGE 2 9 TOP 2" B.O. WALL LL MOUNTING INSTAATION IN OHO a NN a U ` om Z W > W t © Z Pti Z F 6 J a 0 W `N E W 0 ca Z 30 d C . W NQZ 'a F E J G i CO. C S G �qg y � 8 m� w; U C� / O w Z w ���W E2 4 W #10x3" 410 -HT S,S nr = °x S.M.S. W/ 7 / 16"Ox 7 / 8" w y LONG NYLON BUSHING c7 m 1 TYPICAL (BOTTOM ONLY) W a ANCHOR SEE. w CHART ON LEFT t9 O 2" B.O. WALL MOUNTING INSTALLATION 4 STANDARD TRACK lylp1w M4, `rQe��2•>�E139B3a N 867s o'�A9 ....LOQ p �=o•' .'�s D1Oty1 �Pd Z'7 2M AD12-37 6 OF 26 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESMAILIGN LOAD SECTION 2 & 9 (TOP) "AX DESIGN DESIGNSPAN SECTION 2 (BOTTOM) SiMTER CONCRETE CONCRETE WOOD CONCRETE CONCR_E E SPAN S7RUCNRE BLOCK BLOCK SHUTTER CONCRETE CONCRETE WOOD CONCRETE SD2UC7URE BLOCK CONCRETE BLOCK ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING SPACING (h) (N.) (I%) Or) 01) ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING (hi) (h) (m.) ANCHOR SPACING �� TYPE A IS/ CIF YT'EE TYPE TTYPE Al 181 HIG /D1/Et TYPEC/F7 0'SF) (INCH) TYPE A 101 C/F TYPEE TYPE A7 f Et TYPEH/G IDI/El TYPECt/F7 49 SO- 120 12.0 12A 9.1 120 40 60' 120 12D 120 78 120 78' 120 120 120 7.0 12.0 78' 120 720 129 &B 10.1 9S• 120 12.0 120 &7 99 86' 120 10.4 12.0 4.7 82 114• 120 10.7 120 4.8 8.4 114• 119 88 12.0 49 S9 120. .. 10,7 - _ 120 .. 4.6 .. 7.8.. .. _ t20' 11.3 ... .. 83 120 38 .._ _ .6.6 _ 122' 120 92 120 42 72 137 102 79 129 3.4 09 W 1' 11.7 9.6 12.0 39 88 147' 89 7.1 11.4 32 b.6 SP 129 12-0 129 7.3 t29 W 6P 120 12.0 t20 69 10..5 7S' 120 120 129 6.S S9 78' 12.0 10.3 120 49 BD 98' 720 t&1 129 49 79 88' 11.3 83 12.0 S.8 g6 114' 719 88 12.0 a8 6.7 774' 89 79 113 32 6b 120- 119 &t 129 3.7 6A 120' 9.0 &7 10.7 39 62 132* 10.0 7A 119 33 69 132- X82 &1 S8 49 60 05, 120 120 129 0.1 109 6o w 120 11.1 12.0 6D 27 79• t29 10.4 120 4.7 &1 7V 119 88 120 39 6.7 98' 119 R-4 120 38 88 /0' BA 7.0 112 3.1 &4 11C S8 7.1 11.4 3.2 68 ttb' 79 68 SA 4.6 126' &7 6.4 10.4 BA 12S 72 63 88 42 70 12.0 119 120 b2 9.1 70 w 120 98 120 4.3 78 120 SO 120 49 7.0 78' 89 73 1t8 33 &7 99 72 119 33 w 96' &1 &0 9.0 4.7 K44'83 &1 9.8 - 4.8 114- 89 &0 &t 39 7.9 b.8 9A q8 111' 68 49 73 38 120 10.1. 120 49 7.9 - 80' 113 B3 720 38 68 108 7.8 t29 38 &1 7S 8.7 &4 103 &0 88 /.3 t02 6.0 88' 7.1 82 8,4 4.1 N1' 1 7.4 B.6 88 43 9t1• 1 6.1 48 73 39 so SO' 120 9.0 120 4.1 7.1 BD SO' 10.7 7.4 119 33 &8 78' 9.4 69 11.1 31 6.4 7S 7.7 &7 92 49 98• 78 68 &7 - 4.4 96' 63 48 79 - 39 105, 79 &1 83 - 49 105, 6.7 42 6.8 33 700 SO' 119 8.1 120 3.7 6.4 tW 6P 99 0.7 10.7 39 62 78' 89 62 1094.9 78• 79 &7 83 4 0 98• 69 &1 82 4.0 66.7 42 63 33 99' &7 49 79 39 99' 68 49 08 32 120 48' 119 aA 1211 3.8 88 }2D 48• 9A 79 112 31 6A 80' 92 68 109 30 83 60' 78 6.6 a9 dA 78' 79 62 &4 &1 78 68 43 69 34 91• 9.0 48 72 38 91' 6.D 3.7 6.9 140 48• 98 72 119 3.3 6.7 t40 4S' 8.1 SA 98 4.7 80' 79 6.8 83 49 60• 6.6 48 7.7 27 78' &0 48 72 38 78' 64 3J 69 1• 68 42 69 34 1 61• 48 39 6] 780 48' 88 6.3 102 6D 1S0 46' 7.1 62 &4 4.1 85, B9 &1 82 49 0P 6.7 42 6,7 y1 70' 68 1 43 B.B 34 7P 14.8 38 &7 TYPICAL ANCHOR SEE CHART ON L50 'N W / #10x3" 410 -HT S.S S.M.S. W/ 7 / 16"ox 5 / 8" MEDIUM & HAT NYLON _ BUSHING (TOP ONLY) #10X2"410 -HT r TOP &BOTTOM r WHEEL CARRIAGE 2 9 TOP 2" B.O. WALL LL MOUNTING INSTAATION IN OHO a NN a U ` om Z W > W t © Z Pti Z F 6 J a 0 W `N E W 0 ca Z 30 d C . W NQZ 'a F E J G i CO. C S G �qg y � 8 m� w; U C� / O w Z w ���W E2 4 W #10x3" 410 -HT S,S nr = °x S.M.S. W/ 7 / 16"Ox 7 / 8" w y LONG NYLON BUSHING c7 m 1 TYPICAL (BOTTOM ONLY) W a ANCHOR SEE. w CHART ON LEFT t9 O 2" B.O. WALL MOUNTING INSTALLATION 4 STANDARD TRACK lylp1w M4, `rQe��2•>�E139B3a N 867s o'�A9 ....LOQ p �=o•' .'�s D1Oty1 �Pd Z'7 2M AD12-37 6 OF 26 MIN. Iz EDGE DIST. I h 1 TYPICAL ANCHOR 9 i SEE CHART ON LEFT DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART MAX LOAD Z SECTION 3 - 6 (TOP) 1 Dx ESIGN LOADSPAN SECTION 3 (BOTTOM) SHUTTER CONCRETE CONCRETE CONCRETE WODC CONCRETE 9BLOCK CC SHUTTER CONCONCRETE CONCRETE CRETE CONCRETE BLOCK BLOCK ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING SPACING SPACING rin.) fin) (In.) (itij (IL) fIt) ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACNG SPACING SPACING SPACING flti rh) tin} tirtl (in.} (PSP) (INCH) TYPEAIB TYPECIF TYPEDIE TYPEH/G TPE 471 DI TYPE Et (PSF) (NCH) TYPEA/9' TYPECIF TYPEDIE TYPE At/ S1MI TYPE E' 40 80' 120 124 t2.0 724 120 120 40 W 88 8.0 BA 9.0 9.0 7r 120 tZ0 120 120 11.3 149 m BA BA 0.0 79 79 99' 120 120 1 120 1 112 92 8.9 86' 8.0 9.0 RX j68 8.4 114' 120 120 120 1 9.4 7.7 78 it4' BA e.0 B9 5.0 6.4 t20'. .. 124 .. ]2A. ]17 BA 73 7 .1 . .. ._ 120' -.9.11 D.C. &4 48 LI &t . 132' 120 120 10.7 1 8.1 6.7 6A 137 9.0 40 7.7 4.3 4.6 141' 1t9 12.0 104 1 78 62 1 BA 141' 89 8.0 72 4.0 4A so W ]20 120 120 1 120 119 1 IIA W Zi' BA BA 9.0 79 82 78' t20 120 120 11.1 02 88 78' 9.0 8.0 9A 69 62 98' 120 124 118 8.0 7.4 T2 96' 9.0 BA 44 48 6.1 114' 119 120 104 78 W &0 114' U &0 It 4.0 93 121I' 11.3 120 88 7.2 8A &7 12P Ba 40 47 39 41 137 143 124 8.6 6.6 GA62 137 7.6 40 .. &1 8d 3.7 W BO' 120 920 124 120 t0A 8.6 W eir 9.0 9A 40 63 fib 71r 120 120 I 120 98 7.7 7.4 78' 9A 88 BA 48 6.2 86' 119 124 B.B 78 8.3 &0 96' 87 8A 7A 4.0 48 114' 10.0 120 &4 88 &S 8.1 174' 73 BA 69 33 38 126' 9A V.0 78 87 48 48 ice' 69 &4 64 &0 32 70 - W t20 120 120 108 89 89 70 BP 40 40 BA 6.4 68 78' 124 120 10.8 &0 67 8.4 78' 9.0 BA 7A 42 48 or 102 72o 88 6b 64 62 1r 7A 40 6A 3.4 3.7 114' 88 119 72 6,4 48 4A .114' 63 79 &1 g1 ]18' 82- IIA B9 62 - 4A - 4.2 ---118' 6.0 78 49 W 6P t20 120 120 9.1 78 75 W W 40 8A 8,4 48 6.1 78' 114 ]2o 92 7.0 69 68 78" 40 BA 88 g7 gp 96Y 40 1247.6 6.7 48 48 86' B8 8a 3.3 3a Ill- 78 147 68 49 4.1 39 111' 69 7.1 48 HO 6P 12.0 124 10.7 &1 69 88 BO 60' 9.0 8A 78 42 48 77 88 124 82 62 62 Lo 70' 7.1 BA &a 3a 3b 96' 8.0 11.1 63 &0 42 4A or 68 78 47 144' 73 141 &1 46 39 3.7 l 6.3 v 43 1W W 118 120 9.7 7a 41 69 1W 6P B.3 9A 47 a9 4] 78' 88 120 7.4 48 47 48 78' 44 &] 62 2.1 w 72 104 eA 48 3.B 38 BB' b.2 68 42 99' 7.0 87 89 4A 37 9.8 89' 6.1 BA 41 t20 48' 124 120 141 79 6.4 8.1 120 48' &7 9A 7.0 40 43 60' 99 120 &1 &1 &1 48 88 6.6 32 3.4 78' 7.4 103 fit 4.7 39 3-6 89 4391' BA 89 63 4A &4 32 89g7 ]40 48' 10.3 120 &7 68 6b 62 140 8A 60 3A &7 W 83 ]]8 6.8 62 4.4 42 78 4.8 78' BA S9 ba 4A 3.4 32 S70 68 g7 81'6.1 88 &1 39 33 3.1 &9 3848' 9.1 120 78 63 4.1 4.6 15p 83 63tW W 7.3 tot &1 q6 gg g7 68 427P 6.1 88 &1 H9 99 &t b8 3.6 MIN. Iz EDGE DIST. I h 1 TYPICAL ANCHOR 9 i SEE CHART ON LEFT m WTF #10x2" 410 -HT Z WHEEL CARRIAGE 1 S.S S.M.S. TYP. 3116.0 RIVETS @ �6" TOP & BOTTOM E0- EO. W O.C. FRONT & �, w > i BACK U y W p e #10x3"410 -HT s.s 4 4 p y rn a 6 R m cin g S.M.S. W/ 7 / 16.0x 5 / 8" MEDIUM &'HAT NYLON TYPICAL ANCHOR aLU c z m' 3$ ? D N r�7J © BUSHING (TOP ONLY) MIN. < W a LL U mr Z CD c7 / 1 FLOOR TO CEILING MOUNTING INSTALLATION J STANDARD TRACK ? % y7% 1tzq P.E. FL AI IS�N9p ON cri MIN. SEPARATION SEE CA1"AIq OF . 2 L Z_ F ___ ___._ CHART G ON SHEET 5 :•F ::�t. O Q� P�R1' IRT 19-087 ".��Fss�o„1•" AD12-37 Zi' Z o 7 � W ZtOj C3, 4 5 G TOP CEILING MOUNTING ttW , z INSTALLATION S w00 } ^g 7 UZ9 N� #10X3"4i S.S a S.M.S. W/ 7 ! 16.0x 7 / 8" 9 LONG NYLON BUSHING (BOTTOM ONLY) m WTF < Z O o a� y (L $ 3116.0 RIVETS @ �6" fr: O E0- EO. W O.C. FRONT & �, w > i BACK y W p e 4 4 p y rn a 6 R TYPICAL ANCHOR aLU CONCRETE z m' 3$ SEE CHART ON LEFT © rn 9 MIN. < W a LL EDGE DIST. c7 / 1 FLOOR TO CEILING MOUNTING INSTALLATION J STANDARD TRACK y7% 1tzq P.E. FL AI IS�N9p ON �e�6��1�'i$983P'' :4 `/6�A�9C aar y n41B s -z1 -1f srwLc 4s wTm CA1"AIq OF . 2 L OB41I9 SL ___ ___._ :•F ::�t. O Q� P�R1' IRT 19-087 ".��Fss�o„1•" AD12-37 Zi' 7 OF 15 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART MAX DESIGN LOAD SECTION 4 (BOTTOM) MAX DESIGN LOAD SECTION 5 (BOTTOM) sHUTB2 CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE SPAN BLOCK BLOCK MM ER CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE SPAN BLOCK BLOCK ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPAC04G SPACING 8n) M.> (h) M.) (h) ANCHORANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACIN SPACING SPACING SPACING (h) 01) (h) (ln) (x.) (P3F) (INCH) TYPE Alb TYPECIF TYPc'D/E avo;I TYPE El (PSF) (INCH) TYPEA/B TYPECIF TYPEDIE DI YPEA" TYPE EI 40 ... 6F 120 120 120 12.0 12.0 40 SP 77 7.7 77 77 77 7F 120 120 120 120 1211 7F 77 7.7 7.7 7.7 7.7 w 120 120 120 72.0 109 88' 72 7.7 7.7 77 7.7 114' 120 120 120 109 8.1 114• 7.7 7.7 7.7 7.7 7.7 120: 120 t20 .120 89 &7 .120'. ..77 Z7 .. 7.7 77, 7.7 132 12.0 12.0 120 0.0 79 137 7.7 7.7 7.7 7.7 7.7 141' 12A 12D 120 83 7A 141- 7.7 7.7 77 7.7 7.7 5D SP t20 120 1" 120 120 6D 80' 7.7 7.7 77 7.7 7.7 78' 120 120 120 72A 10.7 7F 7.7 77 77 7.7 7.7 w 120 120 120 BA 87 8F 7.7 7.7 7.7 7.7 7.7 114' 12.0 12.0 120 8.4 73 114' 7.7 7.7 7.7 7.7 7.7 12F 120 120 11.6 79 70 120' 77 7.7 7.7 7.7 7.6 132' f 120 12.0 103 72 89 137 7.7 7.7 7.7 7.7 fib 60 00• 12.0 120 120 120 120 SO 6P 7.7 7.7 7.7 7.7 7.7 '78' 120 120 720 120 120 78, 73 7.7 7.7 7.7 7.7 8F 120 120 720 120 119 8F 7.7 7.7 7.7 7.7 7.7 I 120 120 12A 10A 10.0 774' 7.7 7.7 7.7 7.7 6.6 12V t20 120 120 BA 8.1 128' 7.7 7.7 1 7.7 7.1 69 70 60' 12.0 120 120 120 72A 70 - - w 7.7 77 7.7 7.7 7.7 78" 120 120 120 120 120 78' 7.7 7.7 7.7 77 7.7 w 120 120 120 109 102 w 77 7.7 7.7 7.7 6.7 114' _120 120. 120 - 59.. &a 114• . 77 - 7.7 _ 7.7 --6.7 46 118• 120 120 t20 8.8 62 11F 77 7.7 77 &4 5.4 80 60" 120 120 120 12A 720 goBE. 6P 77 7.7 77 77 7.7 7F120 129 20 1 11A 11.0 7F 7.7 7.7 7.7 77 72 12.0 120 12.0 83 89 8F 7.7 7.7 72 79 6.6 N1' 120 12.0 120 eA 7.7 111• 7.7 7.7 7.7 BA 5.0 Be w 120 120 120 120 120 OD 6F 7.7 7.7 7.7 7.7 7.7 7F 17.0 120 120 102 0.8- 7B 7.7 7.7 73 79 6A eF 12.0 120 120 83 79 w 77 7.7 7.7 &2 82 10F 120 120 t20 7.6 73 10F 7.7 7.7 7.7 6.7 4.7 1W 6F 121D 120 120 119 tt4 100 67 7.7 7.7 77 7b 7F 120 120 120 8.1 &8 78' 77 7.7 Be 6.7 OF 12.0 120 119 7A 7.1 8F 7.7 7.7 b9 49 BF 120 1" 119 72 89 SB• 7.7 7.6 6.4 4.6 120 4F 120 120 120 120 119 in 4F fl7.17 7.7 7.7 7.7 77 w 120 120 120 89 89 so, 77 73 - 7.4 6.2 7F- 120 1" 12.0 79 73 78' 1.7 7.7 81' 12.0 120 10A ex e3 M. 1.1 6.8 49 4.1 140 48' t20 120 120 1 102 140 4F 77 77 7.7 77 &7 w 120 120 82 67 77 7.7 77 6A 63 78. 120 120 83 7F 7.7 7.7 e9 49 4.1 M10.4" B7'120 120 6A 61' 79 7.7 89 47 394F 120 120 89 1S0 4F 7.7 7.7 7.7 7A 63100 6F 120 120 71 eF 7.7 77 7.7 69 4970• 119 120 8A 70' 73 7.7 B.S 4.7 9.B v Q d E EQ. TYPICAL ANCHOR SEE CHART ON LEFT CONCRETE MIN. EDGE DIST. �� WALK OVER MOUNTING `' STANDARD TRACK 0 0 c 5 z I "t YIP[t*1{ WA416 P.E. I I FLQ Iy- . I5 I0N 8,y0 s-ei-ce d>t�aaGAtCS'00�8�//� BCLLt pQ t5 90TE8 06 • N lu: DP414i 8.1. =Z� 0841 2-3 k0. 'h. FfSSIO�pe°, aauumm � AD17 2+,7 2m 8 OF 15 MIN. SEPARATION SEE C CHART G ON SHEET 5 j ) cr I #10x3" 410 -HT S.S. LLLL S.M.S. W/ 7/16'Ox 7/8" CD LONG NYLON BUSHING y J (BOTTOM ONLY)-� z w I 4 r 5z x o � �' 3/16"0 RIVETS w 3/16"0 RIVETS o n Z @I O.C. o @ 12° O.C. o "'• 0 11 d CONCRETE 11 a TYPICAL ANCHOR SEE CHART ON LEFT 0'" MIN. EDGE DIST. I l ADJUSTABLE FLOOR MOUNTING STANDARD TRACK MIN. SEPARATION SEE 7 ZQ CHART G ON SHEET 5 D I m #1Dx2" 410 HT S.S g S.M.S. W/ 7/16"Ox 5/8° LONG NYLON BUSHINGCD y z (BOTTOM ONLY) v Q d E EQ. TYPICAL ANCHOR SEE CHART ON LEFT CONCRETE MIN. EDGE DIST. �� WALK OVER MOUNTING `' STANDARD TRACK 0 0 c 5 z I "t YIP[t*1{ WA416 P.E. I I FLQ Iy- . I5 I0N 8,y0 s-ei-ce d>t�aaGAtCS'00�8�//� BCLLt pQ t5 90TE8 06 • N lu: DP414i 8.1. =Z� 0841 2-3 k0. 'h. FfSSIO�pe°, aauumm � AD17 2+,7 2m 8 OF 15 � MIN. SEPARATION SEE DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART MAY C DESIGN LOAD CHART G ON SHEET 5 pa -n6. SECTION 8 (BOTTOM) I z MIN. SEPARATION SEE CONCRETE CONCRETE sP R CONCRETE CONCRETE WOOD BLOCK g�ogT ALUM 6083-T8 ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING SPACING (EL) (Da) (M.) (ht) (in) ANCHOR SPACING TD6) (PSF) (INCH T17c /B/C TYPE 7YPEH/G TYPE Al 16'1 DI/Et TypE CilFt IXTEKS . 80• 9A 9.0 9.0 9.0 9D 9.0 78' 9.0 9.0 9A 7.6 9.0 9.0 rn 96' 9.0 BA eA &1 9.0 9.0 40 114• 9A 9.0 99 62 9.0 9.0 120' BA 9.0 eA 49 8.5 9.0 132' 9,0 9.0 BA 49 7.8 9.0 tar 9.0 9.0 9.0 42 7.3 9.0 60' &0 9.0 BA 79 9.0 9.0 78' 8.0 9.0 9.D BA 9A 9.0 98' 9.0 9A 8.0 49 B¢ 9.0 114• 9.0 BA BA 4.1 72 9.0 t20' 9.0 &7 U &9 89 9.0 13S 9A 7.9 9A 3.6 62 8.8 w 9A 9.0 eA 8.5 eA 9.0 78' &0 8.0 99 9.0 89 9.0 6D or 9A BA 9A 4.1 7.1 9.0 114' 9.0 79 9.0 3.4 9A 6.8 126' 9A &9 BA 3.1 &4 7.7 w OA 9.0 9A 6.6 91; 9.0 78' 9.0 9A 9.0 4.3 7.6 9A 70 96' 9.0 79 9A 3.5 6.1 &7 N4• 69 6.6 &0 &t 73 _ Ne' _ 8b .B3 _ 9.0 49 - am OA 1 B.0 BA 49 RAI 9A 80 78' 9.0 aA 9.0 &a 69 9.0 � 9.0 B9 9.0 &1 b.3 7.6 1N' &D 89 9A 4A 7.0 6P 9.0 &D 8A 4.4 79 9.0 78• 9.0 7,4 eA 8A 69 89 86 82 6.1 0.0 4,7 � ,OS 76 66 6.9 49 62 eP 9A &7 99 3.9 89 9.0 1W 7b• 9.0 8.7 9.0 3.0 5.3 79 or 7.4 BA E9 4.3 6.1 99' 72 6.8 Bb 4.1 69 48' 9.0 9.0 So 4.1 7.1 9.0 6VIm 8.0 73 BA 33 &7 &t TB 7.6 69 9A 4A 82 9r &S 49 7.7 39 69 46' SA 7.8 8.0 3.6 &/ &7 140 60' 8A 62 110 49 69 7e• es 49 7.7 ae ea a,•62 49 7A a9 6.1 48' 9.0 6.9 9A 3.1 69 79 ISO 60' 7.4 &4 89 43 8.1 70' 62 4.6 1 7.4 3.6 6.1 � MIN. SEPARATION SEE I LJ CHART G ON SHEET 5 pa -n6. j I z MIN. SEPARATION SEE Da.1.N _ st • �1`'•.;,,FEss�o / I CHART G ON SHEET 5 I D84vB1c �. AD12-37 co cl) Q co =17W . co C7 0 #10x3" 410 HT S.S LU Z O z _ P: jS.M.S.W/7/16"0x7/8' LONG r rn R (BOTTOM ONYLON LY) co LU Z /SUB / EO. EO. � W b / O W � 1/4"0 x 3/4" TEK TYPICAL ANCHOR SCREW SEE CHART 1" MIN. SEE CHART ON LEFT / FOR SPACING 12 B.O. WALL MOUNTING INSTALLATION STANDARDTRACK y pa -n6. 7 u41s 4s 9D11a MIN. SEPARATION SEE Da.1.N _ st • �1`'•.;,,FEss�o / I CHART G ON SHEET 5 I D84vB1c �. AD12-37 co =17W . 9 OF 16 I a N O z #10x3" 410 -HT S.S r M.S. W/ 7 / 16"0x 7 / 8" co F co) ONG NYLON BUSHING (BOTTOM ONLY) LL�S1 Q CONCRETE TYPICAL ANCHOR 4 @ 12" O.0 PER d TESTED SPACING A � MIN. EDGE DIST. 6TRENCH MOUNTING INSTALLATION STANDARD TRACK � - A4 P wN I y pa -n6. u41s 4s 9D11a . � m ,AAp orc ze Da.1.N _ st • �1`'•.;,,FEss�o FL0t. ,.``' D84vB1c �. AD12-37 =17W . 9 OF 16 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART L MAX DESIGN LOAD SECTION 7 & 8 (TOP) MAX LOAD SECTION 7 (BOTTOM) (� SHUTTER CONCRETE CONCRETE CONCRETE CONCRETE WOODDESIGN SPAN BLOCK BLOCK TECONCRETE CONCRETE CONCRETE CONCRETE WOOD SPAN BLOCK BLOCK ALUK 80621TO ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING SPACING (In) (h) (N.) (In) ()n) ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING BPACFNG SPACING SPACING SPACING fin) (In) (N.) ftL) (in) ANCHOR SPACING (N.) (PS9 (INCH, TYPEA/B /CIF Type TYPEH/G 7YPE At/ Bt/01/Et TYPE Ct/ Ft �� (INCH) TYPEA/B /CIF TPEE TYPE H/G TYPE At/ Bt )Ot/E1 TYPE Ci/ F1 .V4•TEK3 40 0P 8.0 9A 9.0 9.0 9.0 40 BO• 9A BA 9.0 9.0 0.0 9.0 78' BA 9.0 9.0 8.6 BA 78• 8A 9.0 8.0 72 9.0 9A w 9.0 9.0 9.0 7.0 8.0 BC 9.0 BA 8.0 68 910 9.0 114- Be 9.0 BA 59 9.0 114• BA 9.0 8.0 49 Be 9.0 12D".... 9.0 .. _. 9.0 AD 8.6 9.0 _120' BA 9A 8.0 47 _ .8.1 , 2.0 137 Be 9.0 8.0 5.1 Be 132• BA 9.0 9.0 42 7A 89 141' eA 9.0 9.0 4.7 1 62 141• 8.0 88 8.0 4.0 68 83 Go S(" 8.0 9.0 88 89 9.0 60 Be, 9.0 9A 9.0 7.5 BA BA 78' 9.0 9.0 BA 88 0.0 .78' 9.0 9.0 Be 68 BA eA 9S 0.0 BA 9.0 5.6 98 98' 9.0 eA 9A 47 8.1 Be 1t4' 9.0 89 9.0 4.7 82 114' 9.0 87 Be 38 88 82 120' 9.0 BA 8.0 48 7.7 120' eA BS 8.0 3.7 68 78 137 eA 9.0 9.0 4.1 7.0 137 9.0 78 8.0 BA 69 7.1 80 67 SA BA 9.0 7A 9.0 BO 60" 9.0 9.0 9.0 62 0.0 Be 78' 9.0 B.D BA 6.7 8.0 7E' Be eA 8.0 4.8 83 9A 9.0 48 &t 86' BAK7A BS eA S9 8.0 39 08 82 11C 9.0 9A S8 69 1t4' Be 7.3 8.0 3.3 &7 69 126' 9.0 9.0 S8 6.1 126' 89 as 9A 62 62 70 80' - &0 9.0 S4 98 70 BP 9.0 eA 9A LS BA 8A 78' BA BA 48 88 7P 9.0 9A 9A 41 7.1 S8 96' 9.0 BA 4A 69 B6' BA 7.4 Be 33 59 7A 1t4' eA BA 3A 8.8 t14' 88 B2 B.0 . 4.B _ E8118" BA BA 32 58 118' &1 BA B.0 4.7 58 60" 9.0 BA 9.0 6.6 9.0 ED 60" 9.0 8.0 8.0 4.7 8.1 94 78' 9.0 9.0 BA 43 78 7& Be 8.0 9.0 38 62 78 98' B.0 7.7 9.0 3.6 8.1 8S 88 68 9.0 &1 &1 1N' 1 9.0 6.7 9.0 &0 62 1tt' 78 58 9.0 4A 63 go 60' BA 9.0 9.0 &0 S8 go BP eA 9A 9A 42 72 8.7 78' BA B8 9.0 3.8 6.6 7B' 8A 7.1 Be 32 58 6.7 Sr 0.0 88 9.0 3.1 5A eS 78 88 9.0 48 &4 10S Be 63 eA 49 108 7.1 g3 La 41 6.0 900 ED" 9.0 0.0 9.0 49 7.7 7W 0P 9.0 83 BA 37 08 78 76' BA 78 BA SA 89 78' 88 GA &0 SA 6A sr BA 02 8.0 48 98" 7.0 52 83 4.1 49 99" &t 6A 8.0 4.7 97 68 5.0 &1 B9 4.7 120 48' Be 9.0 8A 48 &1 720 48• BA 89 9.0 39 69 8.2 w9.0 82 &0 3.7 B8 BD• 8.0 6.9 9A &1 &4 B.5 78' 89 BS 9A 6.0 78' 72 63 88 42 5A 91" 7.4 5.4 L7 48 9P I2 48 73 38 43 1d0 48• 9.0 88 &0 4.0 69 t40 48• eA 7.4 9.0 33 58 79 8r 9A 7.1 &0 32 88 6P BA &9 9A 4.6 58 78" 7.4 5A &7 4.3 78" 62 48 73 88 43 8P 7.1 62 8A 4.1 81' 68 4.4 7.1 S.4 4.1 150 48' 6.0 77 eA 99 &t Im 48' 88 68 9.0 &t 6.7 60' &4 62 9.0 48 80' 7.0 62 B3 4.1 48 7P 7.1 62 BA 41 7R B.9 4.4 7.0 3.4 4.1 � t 12 TYPICAL ANCHOR 114'0 - 20x314" S.S. 1' MIN. z SEE CHART ON/ BOLTS W/ NUT & -^ 2 LE �'y ! WASHER Q 9.O.C. `� EQ. E4 N / #10x2" 410.HT S.S g 5 .BOT TOP & BOTTOM °w WHEEL CARRIAGE 1 w. U d � y E O 3116'0 RIVETS Q1,Ir,I K n _z W ,! / 5 6' O.C. FRONT 8 ? O 3 w 'oU ySS"U T TE o LL TYPICAL ANCHOR SCREW SEE CHARTZ to o SEE CHART ON 1" MIN. LEFT / FOR SPACING W UI 12 co W co Lu B.O. WALL MOUNTING INSTALLATION / STANDARD TRACK ���Ipk�ww FL,6MFi�1 1AR•#,CISS`wN '2v>ciSBi 3Ba m1B 4 -Z -a FQ:�a.aNee2aC sale NB Norm ��lv 66 81 0Q _Z ----- .._ _ _ ___ ' •' TT < 7 094M •=d? Mer rs-oes AD12-37 m 21 2 10 0F IS L la #10x3' 410 -HT S.S o (� MEDIUM & HAT NYLON BUSHING(TOP ONLY) -s rn CD NN aP Z 8r Z MIN, SEPARATION SEE CHART G ON SHEET 5 I U 4 Z F- x W ' N ZIV 0 00 a B.O. WALL MOUNTING INSTALLATION z aPC 7 8 STANDARD TRACK W w } 0 mS #10x2' 410 -HT S.S S.M.S. W/ 7 /16-0.7 / 6' MEDIUM NYLON BUSHING (BOTTOM ONLY) ---� w. U d � y E O 3116'0 RIVETS Q1,Ir,I K n _z W ,! / 5 6' O.C. FRONT 8 ? O 3 w 'oU ySS"U T TE o LL TYPICAL ANCHOR SCREW SEE CHARTZ to o SEE CHART ON 1" MIN. LEFT / FOR SPACING W UI 12 co W co Lu B.O. WALL MOUNTING INSTALLATION / STANDARD TRACK ���Ipk�ww FL,6MFi�1 1AR•#,CISS`wN '2v>ciSBi 3Ba m1B 4 -Z -a FQ:�a.aNee2aC sale NB Norm ��lv 66 81 0Q _Z ----- .._ _ _ ___ ' •' TT < 7 094M •=d? Mer rs-oes AD12-37 m 21 2 10 0F IS - DESIGN .. VS SPAN AND ANCHOR SPACING CHART a SECTION 9 (BOTTOM) SECTIONS :• 1 1/2" m S2 < & nom z to 2' B.O. WALL MOUNTING INSTALLATION �, w . �J o ° STANDARD TRACK 000000 �■�mooao ��00000 oomomom 0000®m �0000am 00000© momomam omomomo oomms�mo :,. oommoem �oommsa OOOm00 oommmam oomomee �O��m00 �om■�isoa ommmoam oomm©va ®mmmeaa ■�omm■�em . os�mmaso omomeeo �mmmo—o OOO�QOm 0�00m00 ommoao�s ®oomm000■ ommmmao ommmaao �ammaa�s oommm■�o oommaso �a®mood �aomaao omomaso I�oomm©ao oaom�sao z 0 S t`m Z o�q MIN. SEPARATION SEE CD CHART G ON SHEET 5 Z �� W �z a< 2 F a W w Z s zS ° o z ? m m r 1/4"0 x 3/4" TEK U SCREW @ 4" O.C. f �� • oa � 3 c TYPICAL ANCHOR o #10x3" 41 O -HT S.S SEE CHART ON LEFT S.M.S. W/ 7 / 16"Ox / B" - LONG NYLON BUSHING (BOTTOM ONLY) WM P.E. ,"Pow. N Sa t�GAf'�9`� o� 6C,tE ,S 1nlFD c : o: azr :a-aei 47 nwxrr �a,FeasiroNm° AD12-37 272m Ti OF 16 a 0 a 1 1/2" m S2 < & nom z to 2' B.O. WALL MOUNTING INSTALLATION �, w . �J o ° STANDARD TRACK WM P.E. ,"Pow. N Sa t�GAf'�9`� o� 6C,tE ,S 1nlFD c : o: azr :a-aei 47 nwxrr �a,FeasiroNm° AD12-37 272m Ti OF 16 DESIGN LOAD SPAN AND ANCHOR SPACING CHART -HT TYP. BOTTOM MIN. EMBED INTO WOOD DESIGN LOAD US SPAN AND ANCHOR SPACING CHART STRUCTURE, SEE CHART ON MAX DESIGN LOAD SHUTTE RSPAN SECTION 10 (TOP) WORD ALUNSNUd STRUCTURE PLATE lime" 1/4-TwS ULTRACON MAX DESIGN LOAD X, SECTION 10 (BOTTOM) d SHUTTER CONCRETE CONCRETE WOOD CONCRETE CONCRETE SPAN STRUCTURE BLOCK BLOCK ALUK TUBE 5083-T6 TYPEA/B/C/ TYPEAIIBi/ F TYPE TYPE HIG TYPE CI/Ft O7/Et 7/4•x 3/4`SELP DRILLSCREW (PSP) INCH) ANCHOR ANCHOR SPACING(h SPACING(I.) (PSF) (OUCH) ANCHOR SPACING 1 SPACING ANCHOR (8L) SPACWGN(6L) SPACINGIN(trL SPACING(IAj SPACING MCHOR (h) 40 6P 164 120 40 6D' 9.0 94 9.0 9.0 9.0 9.0 78• 1&0 720 78' 8A 9.0 1 9.0 6.9 fl0 9.0 96' 16.0 120 98' eA 0.0 9A 6.8 9.0 7,6 114' I&C 120 114' 9A 8.0 9.0 4.7 82 SA 1201 164 120 '120' 9.0 '9A 9.0 4.5 7.6 - 6.1 132• 16.0 120 t37 BA 9.0 9.0 4.1 7.1 65 141' J8.0 120 141' 8A 85 9.0 3.8 fl7 82 W 60• IBA 120 6D 80' 9.0 9.0 8.0 72 eA 9.0 78• 16.0 720 76• 9A 9A fl0 619.0 71 984 720 e6' BA 9.0 BA 4.6 71 &t 174• - 164 720 114• 9A fl4 9A 38 fl6 6.1 120' t8A 720 12P &0 &0 9.0 3.6 u 41 t37 IBA 120 137 9.0 7.3' 9.0 3.3 &7 44 80 SO' 764 720 60 6D' 9A BA 94 6.0 9A fl1 78' 18.0 720 78• 9A BA 9A 4.6 BA 82 96• 1114 720 98' 9A 8.3 9.) u 8.6 6A 17P 184 11.7 114• e-0 7A BA 32 8.6 42 728• i8A 10.6 128' 84 61 8.0 &0 31 70 60' 184 120 70 80' 8A 9,0 BA 62 &9 8.8 78' 764 120 J8• 9.0 81 9.0 4.0 8.9 61 w 164 114 96` &0 7.1 9A 32 65 4.3 114' 160 10L 114' &l 8A 9.0 _ 4.7 _ 3.6 118' 184 &] 118' 71 61 9.0 4.6 33 so 6P 164 720 6P 9.0 9.0 9.0 45 71 6.1 78' 184 120 78• 9.0 7.7 9.0 u u 4.7 88' 164105 EO' 85 62 &0 4.9 &9 777' 164 9.1 117 7.3 &4 &7 - 42 3.3 80 8P 184 120 90 6P 9.0 BA 9.0 AO 1 7.0 6A -78' 784 11A 78• &0 61 9.0 3.1 6A 4.1 98• 184 9.4 e6' 7.5 65 BA 41 3.4 1w 164 BA 10S BA 6.1 62 4.0 &t 100 BD• 184 124 1W W 8A SO eA 3,6 81 45 78' teA 104 78• 81 &1 &0. 41 3.7 98' 784L6 911• BE, 64 &0 SA SA 99` 764 82 BB• 6.6 41 71 3.8 720 48' IBA 124 48' BA BS 9A 3.8 u 6A 60'IBA 71.1 80` BA &7 9.0 3A 82 4A is IBA 82 711• 8.9 82 4.0 &7 9r 164 75 1. 6.0 44 7.1 3A 14 48• 164 114 t96 497 BA 7.1 9A 32 &6 41 6P 184 91 80' 7.7 &7 9.0 41 S5 78' 184 7.6 78• BA 4A 7.1 &q 87' 164 72 ST. B2 42 81 13 180 48• 764 101 150w 4S B3 62 8A 4A 91 ED' 164 113 65 &0 8.0 S.9 SA 77 184 72 7P 62 42 &B 31 (3) 5/16" 0 ULTRACON W/ 1-1/2"- -HT TYP. BOTTOM MIN. EMBED INTO WOOD 1 STRUCTURE, SEE CHART ON \ i LEFT FOR SPACING. Z c1 t� 1!8'x4" ALUMINUM PLATE CONT. 6D63 -T6\ X, WHEEL CARRIAGE J #1 Ox3' 410 -HT S.S S.M.S. W/ 7 / 16"0x 518' MEDIUM & HAT NYLON w BUSHING (TOP ONLY) Z MIN. SEPARATION SEE CHART G ON SHEET 5 1/4" TEKS SEE CHART ON LEFT FOR SPACING - I #10X2'410 S.S S.M.S. / TOP & -HT TYP. BOTTOM �m c� r� as Om C Z c1 t� "j F Q d W N W ZO LU t - U y 7 _ l7 ? a mE 1' OR 7 I � 2 C o I z QZ� lu / u R!k w UJ w / u 0 m UJ O / LU O w / 2 w TYPICAL AN OIC ; o #10x3' a10 -HT s.s c!) pi m W SEE CHART 4 S.M.S. W/ 7 / 16"Pix 7 ! 8' gg LE / LONG NYLON BUSHING Q (BOTTOM ONLY) z coto u3� 2X1X1/8" OR 2x2X1/8' G 1/4.0 x 3/4" TEK cw7 _ 4LUMINUM TUBE CONT. SCREW W SEEG CHART v� Z 6 W CEILING TO WALL MOUNTING INSTALLATION STANDARD TRACK TIP im'W `.QC�•�B�'SS•BB��i D4YP 4-81-1R :.tom/r �'Age2ir 9c4¢ 4a uoTm 0�MIMI 0. • Z- 9auw By AD12-37 ffz 21 mg 1 32 OF 18 (SEE PAGE 1) TYPICAL ANCHOR -� MIN. SEE CHART ON LEFT I EDGE DIST. WHEEL CARRIAGE - #1 OX3- ARRIAGE) #10x3" 410 -HT S.S S.M.S. - W/ 7 / 1 6"Ox 5 / 8" MEDIUM & HAT NYLON BUSHING G ON SHE" 5t 910x2" TYP. TOP DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART U .o o "n e= n DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART MAX. LOAD SECTION 11 (TOP) DESIGN LOAD SECTION 11 (BOTTOM) SH UTTERDESIGN SPAN CONCRETE COI✓r'RETE CONCRETE OYOOD CONCREf^c CONCRETE BLOCK BLOCK SHUTTER CONCRETE CONCRETE SPAN CONCRETE CONCRETE CONCRETE BLOCK BLOCK 7YPEA/B TYPE C/F TYPE DIE TYPEH/G Ty,,`PED1/TYPE Et 7YPEA/B T'PE C/F TYPEDIE B1EAl/ TYPE ES (PSE) (INCH] ANCHORANCHOR SPACING Ib.J SPACING (I,) ANCHOR SPACING PI) ANCHOR SPA, (bl) ANCHOR SPACING (4L) ANCHOR SPACING (ba) (PSF) (INCH] ANCHOR SPACING (M.) ANCHOR SPACING (m.) ANCHOR SPACING (11) ANCHOR SPACING (h) ANCHOR SPAC04S (b.) 40 - 60' 1 120 720 120 129 120 120 40 6P 120 120 t29 120 120 78' 120 120 128 128 17.7 112 78' 120 120 1211 120 120 Be" 12.0 1?A 128 113 eb S1 w t20 120 12D 120 113 IW 120 120 128 9.6 88 78 114' 720 120 72.6 11.4 8.7 120'. 129 '129 120 -8.1 79 73 12P- - Ju- .120.. "N2.0 10.8 82 132' 120 120 709 82 69 68 132' 12.0 720 120 89 83 141' 720 124 7.7 88 62 Mt• 128 12.0 728 82 79 W 60' 129 120 720 120 11.7 50 6P 720 120 120 129 120 78' 720 120 112 9.5 99 76' 120 128 12.0 720 773 B8' 129 72D at 7.7 73 M12.0 BB' 128 720 120 109 82 77P 120 720 7.7 68 62 774' 128 120 120 9.1 7.7 120' 11.6 120 73 62 69 Iw 12-0 120 720 &7 73 137 708 120 68 8.8 53 137 720 120 11.1 79 6.7 60 60• 120 729 IIIA B9 1 1 SO 80' 128 12.0 120 72 0 120 78" 120 120 120 SA 8.0 79 78' 120 720 120. t2A 720 86' 120 128 102 7.6 83 62 86• 120 120 129 120 120 114' 702 120 &8 6.4 L5 b2 174• 128 120 720 119 11.0 128' 83 120 79 6.8 &0 47 128' 1" 120 720 109 &8 70 6P 720 12.0 720 109 8.0 8.8 70 6P 720 120 720 720 720 76' 729 120 108 at 6.8 68 78' 1" 720 120 120 120 86• 108 720 &8 68 88 63 Be* 1" 720 120 120 112 1U4• 88 729 7.4 68 47 - 49 20 774' I" 1 _ 12A 102 9.4 t78' 8.4 118 7.1 63 1. 43 778' 120 120 129 89 0.0 81) 60' 128 720 729 82 79 78 so 6P •129 720 12.0 120 720 76' 119 120 8.6 7.1 6.1 &7 76' 120 120 120 120 120 BS B.2 120 7.7 5.7 49 4.7 -Sr 12.0 120 12.0 10.8 92 tN' 79 11.1 6.7 &0 43 4.0 r 171' 120 729. t29 92 88 60' 728 720 119 82 7.1 6.6 90 60' 120 120 t20 120 12.0 Zrso 10.1 128 L6 (3 8.4 &1 76' 128 720 128 119 10.7 96' 82 IIA 89 &1 44 42 88' 720 728 120 8.4 8.7 745' 73 109 63 4.7 48 38 106' 129 92.0 120 6.6 88 t00 60' 118 129 89 7.4 6.4 68 7W 6P 120 120 120 120 729 78" 9.1 720 78 6.7 4.9 48 78" 120 120 120 10A B.6 �. 7A 10.3 82 48 48 27 98' 120 120 120 6b 78 89' 72 10.0 88 48 S9 3.6 SB• 128 120 12.0 62 79 77D 46' t20 120 10.4 7.7 6.7 63 720 46" 728 t20 V-0 128 120 6P 9.B t29 83 &I 8.3 SA 6P 728 129 12.0 113 10.4 78' 78 108 &4 47 4.1 38 78• 12.0 128 120 11.7 &0 Bt' 66 9.1 6.6 4.1 38 S3 81' •128 720 71.4 78 08 140 4S 10.6 128 89 68 &7 5.4 740 48' 120 12.0 120 120 112 6D' 88 119 7.1 S.S 49 49 80' - 120 120 720 a7 89 78' 69 &1 69 4.1 88 SS 78• t2A 120 77.4 7.6 88 81' 63 88 63 9.9 &4 32 81' 128 120 118 72 6.6 160 48" 88 t20 78 &8 69 47 1W 48• 120 120 120 10.6 8.8 60' 7A 10.4 63 4.6 48 18 6P 12D 129 120 eb 78 70' 63 88 63 3.9 SA 32 7P 720 720 178 72 88 7B0 48' 8.3 718. 78 &1 48 42 780 48' t2A 120 t20 8.4 &7 67 6.3 &8 63 3.9 9A 32 16 67 1. t20 1U9 7.2-4- 2 2W ,w 48' 7A 90A SS 48 S8 IAD 48' 120 720 U2.0 8.6 79 8T 63 88 63 &S 3A 92 67• 120 120 109 7.1 68 (SEE PAGE 1) TYPICAL ANCHOR -� MIN. SEE CHART ON LEFT I EDGE DIST. WHEEL CARRIAGE - #1 OX3- ARRIAGE) #10x3" 410 -HT S.S S.M.S. - W/ 7 / 1 6"Ox 5 / 8" MEDIUM & HAT NYLON BUSHING G ON SHE" 5t 910x2" TYP. TOP 410 -HT S.S S.M.S. & BOTTOM U .o o "n e= n 11FN om Z O1 n N Z H a W 2 [i y 2 U n 0 Z ?ul 7 a� I oa I m� 17 W .. Z. 0 µ[1 � D 3116'0 RIVETS @ 12' j RE CONCTE O.C. FRONT & BACK W W o i� o a a TYPICAL ANCHOR MW = = m #10x3" IM 7 / 718' r 0 1 SEE CHART ON LEFT Z to S..S. W/ 7 / 16"0x LLI V,_ LONG NYLON BUSHING (BOTTOM ONLY) � W Z a O) W LO O FLOOR TO CEILING MOUNTING INSTALLATION T HEAVY DUTY TRACK YIIPjk;Qx PtN.QQ P�E. QI Gg�L7 ON M1E ._H-fE :.ac �¢�`AI�s28b7. scut 4s/� OF .2 PeO+= xeY fs-abt .e FMOP:•� �.`' Oaitr� K0. AD12-37 2'124 13OFIS DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART MAX DESIGN LOAD SECTION 12 (TOP) MAX DESIGN SECTION 12 (BOTTOM) SHUTTERCONCRETE CONCRETE CONCRETE CONCRETE WOOD BLOCK BLOCK SHUTTER CONCRETE CONCRETE CONCRETE WORD SPAN BLOCK CONCRETE BLOCK ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACWG SPACWG SPACWG SPACING SPACWG ANCHtBt ANCHOR ANCHOR ANCHOR SPACWG SPACING SPACWG SPACONG ANCHOR SPACING (N.) (P$F) 1W^Jt) 7YPFA/8 /CIF TYPE YP TE AI/ TYPE HIS 81/D1/E1 TYPE Ct! Ft IPSF) (INCH) TYPEA/B /CIF TPEE TYPEAV TYPEH/G BitD1/E1 TYPE Ci/ Ft 40 67 120 12.0 12D 10.5 t2D 40 67 120 120 120 &7 12.0 76' 120 720 12.0 &1 - 120 78' 12D t2D I 120 6.7 11.6 97 120 120 120 S. t.1b W 120 720 120 6.4 9A Iw 120 120 120 6.6 &6 114' 120 10.1 120 4.6 S.0 12V ,.,120 11.7 _ 120 &3 6.2 ,,.127„_ _120 ._,._9.6. 120, 48_ 73 .._ 1ST 12.0 10.6 12.0 4.8 88 132' 119 8.8 120 4.0 69 141' 12.0 lox 120 4.6 79 141' 111 82 120 3.7 &4 60 67 120 129 12D &4 120 ST 120 120 72D 7.0 12.0 78' 120 120 120 6.5 t18 7ff 120 119 120 6.4 83 96• 120 117 120 6.3 82 8S' 120 &6 120 4.3 79 tt4 12o 0.8 120 0.4 7.T lt4 110 &1 120 &7 6A 127 120 8.4 t20 42 73 127 lob 77 120 39 6D 132' 119 80 12.0 - 3.8 &7 13T 9.6 7.0 118 32 5b 80 60' 12.0 120 t20 7.0 120 60 67 120 120 12.0 &8 10.1 78' 120 12D 120 6A 8.4 78' 120 69 1z0 49 7.7 o7 12.0 87 12o 4.4 7.6 08' 109 &0 120 38 68 t14' 11.1 82 120 3.7 &4 114 , 92 6.8 IDS 3.1 58 126' 10.1 7A 119 38 d.e 126' 88 &1 88 49 70 87 'I20 12.0 72A 60 10b 70 87 12.0 110 120 &0 B.6 7ff 120 108 120 49 &1 78' 11.5 8.5 12D So 6.6 87 118 84 120 38 Bb 9b' 9.3 6.9 11.1 &1 54 114' S.5 7.0 N8 32 6b tt4 79 58 -98 4.6 tiff 9.1 63 IDA 3.0 6 ttff 75 Le u 4A SD S7 120 11.7 129 68 0.2 80 87 12.0 8.6 120 48 7.6 78' 120 90 129 4.1 7.0 IV 70.1 7A 119 32 &8 w 89 78 118 38 5.7 98' 82 80 8.7 47 III- &6 68 10.2 BA 711' 7.t 52 8.4 41 67 120 IDA 120 4.7 &1 60' 119 6.8 120 39 &7 7ff 109 Sb 12.0 36 63 78' 89 6.6 lox 52 96' &8 6b 10.4 1"1 w 78 &4 88 42 105' 8.1 5.0 Bb 47 tar 6.6 49 79 3.6 IDD 67 120 0.4 Izo 42 78 1� 67 10.5 7.7 1zD 38 6.0 98 72 11.6 32 6b 71rBA 59 98 46 7.0 78 58 9A 48 w B8 48 78 38 9B' 7.7 5.7 &1 4A 89' 68 47 7.6 27 120 48' 12;0 9.7 12.0 4A 78 7� 48'EV 8D 12o u 68 60' 109 78 720 38 &1 67 6.4 108 5A 7ff &1 6D 69 47 7ff 4.9 &0 S.9 61' 79 5.1 83 4.0 B7' 42 68 38 45' 118 &4 120 38 Bb 140 Off &9 11.1 &t &4 67 &1 6.7 10.7 3A 52 67 58 8.9 48 7ff 70 5.1 &3 4.0 7ff 42 6.9 98 81' &7 49 80 3.6 81' 41 68 32 16D 41r 8979 118 38 &7 160 47 62 60 &7 4.7 87 79 69 9.4 49 67 88 48 78 38 77 &7 49 79 39 77 5.6 61 6.6 32 ISO 48' 68 Bb IDA &1 180 Off 78 &4 8.8 42 63 &7 49 8D 3.0 or u 41 u 32 200 48' 79 68 &4 49 48' 6.5 49 7.8 3.8 57- &7 49 7.9 S.9 67' 5.5 41 6.6 32 TYPICAL ANCHOR SEE CHART ONjLEFjT i� Z pi W C7 UU W / g L7 tz z ItN. SEPARATION HART G ON SHE I W U O � Z OLy 2O n> W / w 16 y W w LL to #10x3" 410 -HT S.S O S S.M.S. W/ 7 / 16"Ox 7 / r LLI z to _ LONG NYLON BUSHING W Do TYPICAL ANCHOR (BOTTOM ONLY) O rn 2 SEE CHART ON LEFT Z a D W ��WALLMOUNTING INSTALLATION EAVY DUTY TRACK Y1 q'A08p P.E. IS� 014 .``� AH"4 BCAIE a8 ROlED .2 -- ---•------ °t�6'"Y' a•. o• e6a6ar +rc7 >Y-Dss ss�orl``` AD12-37 2'! 14 OF IB WHEEL CARRIAGE o Ir! - #10x3'410 -HT S.S S.M.S. W/ 7116"Ox 518" `cl MEDIUM & HAT NYLON z ! BUSHING (TOP ONLY) I� 16 #10x TYP. HT S.M.S. TOP TOP &BOTTTTOM (, 0 oa hw m U o m >;Z mr` > O U ZC d. is .mac Z 4 N wZ E w v I a Z U totr m B Zz tr w c 7 ym m N �pu 06 I W U O � Z OLy 2O n> W / w 16 y W w LL to #10x3" 410 -HT S.S O S S.M.S. W/ 7 / 16"Ox 7 / r LLI z to _ LONG NYLON BUSHING W Do TYPICAL ANCHOR (BOTTOM ONLY) O rn 2 SEE CHART ON LEFT Z a D W ��WALLMOUNTING INSTALLATION EAVY DUTY TRACK Y1 q'A08p P.E. IS� 014 .``� AH"4 BCAIE a8 ROlED .2 -- ---•------ °t�6'"Y' a•. o• e6a6ar +rc7 >Y-Dss ss�orl``` AD12-37 2'! 14 OF IB &_SVaUnm_ 0- > _ewe _ � 11 .,_. 22 (\ ` (\) (k NIA x2 kk�» \\o2 — \ ); k -¥e�$ .006*0 !§ \ \))! (\ / z , k {f/R § e / \ -/- a § - k ° r� 9 2 ` °'t § �7� \\6 / § Florida Building Code Online Page 1 of 2 4 IE ' i 1''i �':1 Y, 139 . , l� J�. , l�. . f '�� � �i�s�lY� I. 1; ;'` T S AAN ftmtcf SCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map - Links Search Bus' es �Q essi a� Product Approval ,.. USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Appllaatlo Detail ti� MI FL # FL11398-R2 Application Type Revision Code Version 2010 Application Status Approve Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj@tc-alum.com Authorized Signature Tom Johnston tomj@tc-alum.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Thomas B. Johnston 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Category rShuttersSubcategory m Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Vladimir Knezevich the Evaluation Report Florida License PE -10983 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2013 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL11398 R2 COI 2008 Certificate of Independence-FBC-sianed.pdf Referenced Standard and Year (of Standard) Standard ASTM E330. SSTD-12 TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Year 2002 1999 1994 1994 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvIL5Kl5SWId... 5/29/2013 . Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/26/2012 06/18/2012 05/06/2012 06/20/2012 Page 2 of 2 FL # IlModel, Number or Name Description 11398.1 .040-.050-.060 STORMLOCS PANEL 2" X 12" ALUMINUM CORREGATED STORM PANEL Limits of Use Installation Instructions Approved for use In HVHZ: No FL11398 R2 II 08-353 (05-350) FL 2250 Alum Approved for use outside HVHZ: Yes 040 050 060 W Seal All 6 Pa(iesl.pdf Impact Resistant: Yes Verified By: VLADIMIR KNEZEVICH PE -10983 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFERENCE SPAN CHARTS IN INSTALLATION Evaluation Reports DRAWINGS. EL11398 R2 AE 11398.odf EL11398 R2 AE Evaluation 11398 NHVHZ_sianed 9 -10 - Created by Independent Third Party; Yes 11398.2 050 HVHZALUMINUM STORMLOCS 2" X 12" HVHZ ALUMINUM PANEL PANEL Limits of Use Installation Instructions Approved for use In HVHZ: Yes FI -11398 R2 I1 12-142 050 .odf Approved for use outside HVHZ: Yes Verifled By: V JOHN KNEZEVICH PE 10983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SEE SPAN/PRESSURE CHARTS ON PAGE 6 FL11398 R2 AE 050 HVHZ Evaluation 2010.odf Created by Independent Third Party: Yes 11398.3 110615 HVHZ STORMLOCS PANEL 2" X 12" ALUMINUM STORM PANEL Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11398 R2 II 12-129 0615.odf Approved for use outside HVHZ: Yes Verified By: V JOHN KNEZEVICH PE 10983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SEE SPAN/PRESSURE CHART PAGE 6 FL11398 R2 AE 0615 HVHZ Evaluation 2010.12df Created by Independent Third Party: Yes Back Next Contact Us ;: 1940 North Monroe Street Tallahassea FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Corrydaht 2007-2010 State of Florida.:: Privacy Statement :; Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click berg_. Product Approval Accepts: 0 is xt http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvIL5Kl5SWId... 5/29/2013 LOCATION 23 R W . . . .. . ...... Ct 1 � 17 . . a. � 4 al SEEVOr E Y, Al A 2-w- Cc V-0- M-01 L see ! qI';"l\.L1 P n n. Inn KU P SWIM WEL WMER 'Ar -8WLD-0Vr%rlMWER ( ;SrUDAIRM $MANGLE 1-152§1-0 SCALE 'R` - 4;;�� SCALE v 3" m T-0® SCALE 3".m.V-01 SCALE, 3'. V -W: SCALE s 3".w., T -Ir V4-2414ACHM ; A f - - R -,, � , ; "o i IAL mpx�� REVERSED1, paw g g2• RYF s. 563,0 {TYP} .q8@,„ � 8A0°' s t" . J$$S 655.. y,,: ..W......:. ..y.... a _...._„ ..._...._.....a, �25 Aar zP'18C� S"7M�-� -^--GYM; o�J: '°. °" fl89{f #TYP,} ......�we"^-i � R� m''o aZiSTLOANGLE C-TPACK a4mium fm 40 Mr "hLILAM" KEY sm 2. " :-- P MUNT ART AL"WTADL&Aail;� loff ALUK Arm M C-ASAPIIEM r 2' *.US* VWTo 0.125• "UM -1 HOLLOW CONCRETE 6LOCK rw mwiw amm OEM OR WOOD FRAMOM see AMMM SC . -- EMLBA!R- �g a-gla.'' €',glz .1 'llT9�'-'-wl?`.�fAulyij I M., I �UZWWY Wl R 0, ft- woo MI -1-110 ' W W "i TVPIM Vaur-AL ELEVAMON SCALFa V4". P'— 01 MLLOW Cawk 0" OR wow FRAM44- M1M9R McLosull lVPXALcW$M VVIARS VLV4 SCAM I -V2'. T-0, SIDE matmT AW 3 rNMALROMMMALELEVATION SCALE. V4.' -?-V P MUNT ART AL"WTADL&Aail;� loff ALUK Arm M C-ASAPIIEM r 2' *.US* VWTo 0.125• "UM -1 HOLLOW CONCRETE 6LOCK rw mwiw amm OEM OR WOOD FRAMOM see AMMM SC . -- EMLBA!R- �g a-gla.'' €',glz .1 'llT9�'-'-wl?`.�fAulyij I M., I �UZWWY Wl R 0, ft- woo MI -1-110 ' W W "i TVPIM Vaur-AL ELEVAMON SCALFa V4". P'— 01 MLLOW Cawk 0" OR wow FRAM44- M1M9R McLosull lVPXALcW$M VVIARS VLV4 SCAM I -V2'. T-0, CONCMTF- :MCRETE SLOCr, OR 01liWLmomsEcnm SCALE, 3 . T - 9' - EA ---OPTWNAL LEG DRECrM _ctcomorcrAnym IREFERENCE AKHOR SCHODULZ FM KAX. SpAcom WOOD FPAMM I-yp. TOP AND BaTTOW) •--- Op EmasTm :—aCoRxsmwTm GLAZm REFSRD= FSAW SCHEDILLE m MAX SPACM /41 MAX, TOP 10426 MAC gt9OLT WIT" LOCK OWt tr O.C. PTM iTON HTTP. TOP BOTTOM) r , awa 8WU)4Xfffi4VlWSECnW THREE V4 -OX IWL 4' SCALEt Sr ...Y - 0' rtLNAJJ L wow Flu @*PASSnNW SEC19 At SCALE. 3. T- Ir 1'2-J42-7&C-EMWFAIWA1k-1- 7=57AM LeOW, I dAM wmYoopwab�� fmas"UT x LOW. ALLW.. xr,mom; ANGLE OR 4" V4' x CONT. ALUM PLAT— 'MAX THM DOLTS GK NUT @ tr O.C. R. SEE OETAU. R SCHEOULE. . SPACM .ark V-24 AWOOD ROOF TW-tSS IV THE PAVIL FACE now on PLYWWD somy -VA- , MAX. d �m LAG K -W wt 7ov, amp"W A. To vmw GR" 00hr. *L"m www T Ir rtLNAJJ L wow Flu @*PASSnNW SEC19 At SCALE. 3. T- Ir 1'2-J42-7&C-EMWFAIWA1k-1- 7=57AM LeOW, I dAM wmYoopwab�� fmas"UT x LOW. ALLW.. xr,mom; ANGLE OR 4" V4' x CONT. ALUM PLAT— 'MAX THM DOLTS GK NUT @ tr O.C. R. SEE OETAU. R SCHEOULE. . SPACM .ark V-24 AWOOD ROOF TW-tSS IV THE PAVIL FACE now on PLYWWD somy -VA- , MAX. d �m WOOD ROOF TRUSS `— �N£ ifL 9x MtN 3- LCPRr OR RRANUM MEt4BHR...... �'Il¢lA-1t /Ff OD LAG SCREWS ' . j 0 2r." O.C. MAX adf73i E7QST STUCCO 2-Rd2- EMEDME T r*m VA'0x w r" Ltd' FOOSH OR trWarQ� P►t t 9 para o ��. ,.0 tdA*E `� L �a��++aa j j �a Elm Ft9' ................ }� ./+{' 4WO V4,ox twC 4" '�:tNNdi �+ td9E tdr 6�AR raP int J/ 61 LAG MAX WJTN € g EXESTFN4 r�r . g ,+ iU . } WOOD LAS SCREWS g / � �y y �/L" i�D. � f8L EMBEDMENT tblm SCHEQULE FOR MAX. j SSTTUD5X1STMPz' � TB WOOD R SPAfida{i j. — T° vsY x Im, CWT. ALUM, `W C6NQT. 3•'is REO.U3RE T7P 7'tkBE R'N. x 3id." _ Et6Z" CONT ALUM +4 i un SCREW + w; ..__..._M.»._...... 3" w n '4t'"PLYtit04Q '4i Q tSC. Ti BE tS463mT6► 4T4 x 3f. it�vv LLLl i TEN SCREW an w,gp;'° ....._, ... R'., g®SrTLiR?+J ._. 1a £9CTSTS 3SLA ZiTR a BM1E6 TRUSSES N� E •�. E !�f/���` a � .tlt mss PANEL SEP. PS'sS TAKE .2 ,,._ @ 42' cx_-44 s GLAZWS SEE ( r m t STORM ... FROM TWC V410x ML 41 LONG TABLE STA RJLESS STEEL 3 P w �Y^k039Q LAG SCREWS a RErs Ar zr.- �s. MAX s�tTar�� �i �m ?xemcb V " V MAX Y 4-38;^MD9. iMBEi►ME.•.! C ``�+ ' _LAB MAX s. SSPC X. 0. CENTER FOR K4CENTER OF Sank AOM'"^ �+ STARLESS STEEL I I-,`.� WK a WEt00 LAG SCREW O.C. SC SCHEDULE FOR "AX. AMCHDR Y` r 6" P.T..CQMT. iY/ t -3A r PAcma- E3ti5T1a� CONCRE'E, t+tOOD - INTO WOOD iXixvTltRi CD WOOD AC 1M1'E- Lt►C1t j - - f' HOLLOWW FRAMM BLOCK OR < • L / SCALE, 3". V L% CALEr 3" . V- G' �I� Vis" estuARx $" a usE�Ea�?w7Yia ; ;', 'Ir MACH SCREW CA ASS 0 ,>' 12r QUARE aooR- w SCREw HEADSIM ROL -, € '9 . STS PANEL a- FAA 6AS5 .., .+'".....,,a,'► i TABLE Z-- _ jf ._ j---492" --PL CE U STRAP �' p .. jfLN' itl � S.S. OrPLcb� USE A THLMffi� SCa W Cid A TR MSHEAD-BOLT iw ••. ^M3/ArC•F24Rz $3Ci4RE^ WF WiTM A7$,`x ATE. 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To pq 1t 9 19 9, SEE fl*k*MN*SSC" *WMTAWt AM WN-MCATONCao tMOMCIM TV", ISS 5 V-�LCCK OR WIX* Z4, 4 4 4W WTW 4,.WULE an OW PNC .gwj4l,M,�, MaTAILLED Ad ACCORDANCE VAT. MANUFACTUMM, V, AU. PMM SMO W AM PMRS .CAW -M ODOM MAY MY M UM IN OMMT wAlj!6 #sMLW OMZM SLM "" OR Matm S.Ass ON GRAM svW6,11t rc-ts 0, FM aw ;-,J JFZ,4 12 4 4112 4 .12 4 A ,inn ZtSbC AK tedgw� =AIM wamPOsprathawt PM4MMO*WMWT ARDS=- IANUV..AU. FUVS"*RSW=M s-raucriAzz FRAP14,14ff fl-MIUMMUM �,Xt KAI AD, W WSMq AM WOKH AW NOT ACCEPTAW USM 1A, -WW'4ATeS AM&g 6Sr REIMOVABLE BY Z%EMMMG MACMNE Sc ilwy OR WA 4 4 V, AU. PMM SMO W AM PMRS .CAW -M ODOM MAY MY M UM IN OMMT wAlj!6 #sMLW OMZM SLM "" OR Matm S.Ass ON GRAM svW6,11t rc-ts 0, FM aw TOCM CwwM swmvm, -srt=3.2 M M Am ougn cM*Tw STRVOWK rvo. 13 M, ;-,J JFZ,4 12 4 4112 4 .12 4 A ,inn ZtSbC AK tedgw� =AIM wamPOsprathawt C:L.I�II-R' CASi�l 792..?6eta. 9i3^7424LdA%42 AN, a-$ s a-1ra •te-b �� B-8 :- 2-902 T 9-90 STQRdSd Pte. s£Pi�RkT�t4 �iAtt GLd455. 8-8 g 2-9ft $-9 S $-9T4 A vt?SSTtVE tLB..LE9ta 1 t:ea-trr�N a 9. t7ETERt tdE H THE SPTIVE AND TME 9MGATtW MAX. ALLOWABLE a -o 0 6ESIis'V A0Y87AL MBtt,. SEP. FOR ALL t+90d SEP: FOR ALL WitiD L®A05ggf�MStP; Tpft FRES SPANS AND t) TM£ IESSgR VA6t 0' 7ME� G PAREL 's E ' b<,0.__.. L LOAD f:e+) �i4N CL7 th STft_LATH).�35 t.£85 YALLATtQN54f7fATfR w 2- dL L SPAN SCHEDULE 1-102 � 7-5 E {P.S,P.) OFT - 1tdi T##kk 30` AS�a+E tSia+AOt£ TtigN $0° .AB:OVE feRR+D€@ f�MEs) fiA4GFdE&# �,'. F'®a{�5tGTF'J,�Q$SS T'aiEEN TA6i0,.ATEi1 V LIES - E �"' w;��^. �': 9-0 a �-a tESf NE.K4' }UgMER i A 0$ EAR �'EAp�(,TtGf: MAY fiE 1lS€D FQ Dw A:.6A 410 SHAHS. - ,_ Wi 1" Ti 40,11 ' PRSfTWE OR NEGATIVE PAM FOR NE- P SURE AR FOR P'O5 PRESSURE TAM EEMN L IT _ 00 VT - to) 2W 4FIZ-FA 9 �EXgTER TABLE 2 WITH P®SITWE DESIGN LOAD T9 i�r4 MML STORK $MW-iM SEPARA.TMUFAUN L0.0 13'-0 8 -&^ • t m ` 6LA 6L+b fi. 45:0 1` -3r' So'_1" art a, 50:o 76A 0-8 _.. W� 60.0 S'-91 V..-5« � �iL; If 65.0 3t° -f:^ 8•-19- , 72.0 $'-IV 6'-4- -: .7.-g1. 6-9 80:0 8'-9' r 90.0 f iWo 6'-0" 5°-5'. a' (jt t € *A r i s AIt KM Ak 12-142 HUR P�dBit�t:Rf4"3 S f C:L.I�II-R' CASi�l 792..?6eta. 9i3^7424LdA%42 AN, a-$ s a-1ra •te-b �� B-8 :- 2-902 9-90 5 3-'U°t. 8-8 g 2-9ft $-9 S $-9T4 a -o F 4-0 8-!i 's E 9Ttlt0 b<,0.__.. A-$ w 2- dL 1f)oA '�-o 1-102 7-5 2-1/2 190:0 4-.f) 1-9f2 ,��°0 9-0 R -1J2 �-a 2-1t6 ,. 7:371.snaia .. ����"' i illiii ill illi! !ilii Alli !till !ilii itll illi i NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT N0. TAX FOLIO NO.// 24�0l 312-3) STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and streettaddress: 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name,_ address and phone num4pr, OR 8k 28619 Ps 48465 (las) RECORDED 05/08/2013 12:07:47 14ARVEY RUVINY CLERK OF COURT -HPAI–DADE COUNTYP FLORIDA LAST ME Space ab* reserved for use of recording office 5. Surety: (Payment bond required by owner m contractor, if any). Name, address and phone number. A Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number be served as provided by B. In addition to himself, Owners designates the following persbn(s) to receive a copy of the Lienor's f otice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. .� i 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording !unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BYTHE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COj�1MENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 71.3.13.. FLORIDA STATUTES, AND CAN RESt1LT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTE( ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORN BEFORE, COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Directdr/Partner/Manager Prepared Byl,� �&- _ _ ' Prepared By Starmwise i outh Florida Inc. Print Name _,� 0/1/? / GR 4.1 Print Name Permii Department Title/Office Title/Office M- 15 NW 45 Av6Opa-Locke Fly 33054 STATE OF FLORIDA COUNTY OF MIAMI-DADE The f regoing Instru nt was acknowledged before me this day of,. ❑ Individually, or ❑ as for ❑ Personally known, or ❑ produced the following type of Identification: Signature of Notary Public: Print Name:; guetro (SEAL) ',,,"t,, Commission # EE098103 u es; JUNE 06, 2015 VERIFICATION PURSUANT TO SECTION 92.';2r,.FL _ 8 ° ' � Under penalties of perjury, I declare that I have read the UAr a9?WWGco.,>NC. that the facts stated In it are true, to the best of my kno, +1 y 'r:INd Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Pa By �' — ZJr� 123.01-32 PAM 3 3110 Z/