Loading...
WS-10-12471-lla 14-A444 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) � P A 1SJe5 one # Owner's Address gIS NE -1,7 5 City i ki4.4,.4 t ..65 state t'"i. Zip 3, ?lag. Tenant/Lessee Name Phone # Job Address (where the: work is being done) City Miami Shores Village County Miami -Dade Zip 3313A FOLIO / PARCEL # ' 1 '` 3 ,.04.- Oi i u Ogg() Is Building Historically Designated YES NO Contractor's Company Name S`1.o► v4,. W( ee 60 ,44, T i Phone # Contractor's Address ) 3615 / J W "i S 1,e. Cit Vpck' kOG4O... State Zip aao5 1 1 / Qualifier Name C o s,1\0 Vi OZ Z. Phone #„! d S SC " ____ .1.1. 7_7____ tJ g State Certificate or Registration No. C•&C `16 (l 391.. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 9/01* 4 Type of Work: DAddition Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 (iteration SAS NE. 43s+ :New AUG 252010 BY:m ®m = ®aoo4 Permit No. W d 0 —19M7 Master Permit No. f 5 W.5 -7 - 10 -- `Z 'I7 306 773,6 1 1es-5 TM Phone # Square / Linear Footage Of Work: 41 ❑ Repair/Replace ❑ Demolition -r11:a L` 11ur tl1r► =4►1a ���'���fT�%�s�1 '! /t/IJIirirlAr 9a 11.1rAzi/i/%/ . * *** x****: x* *•x*•x*a••x*.x•x****•x•z*** *** * * * ** F -* it . ** * .x .x.x•x** * **** Submittal Fee $ Permit Fee $75 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ < >0 See Reverse side -, Bonding 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 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. Signature Si Owner or Agent The foregoing instrument was acknowledged before me this The foreg day of , 20 _, by , day of who is personally known to me or who has produced who i As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY P e / C: Sign: Sign: NOTE" : ; i ,'Il/ i� r 41 ms ascon Print: Print: _ ' , = Commission #11Bf99R95 ices J ULY 29, 2011 Y Co�+191} � �•sormata arc. My Commission Expires: M **************** ***• x************ ******** ****** *** ** * * * * *** * *** * ******** * * * ** *** **** ass:* ***•x ********** ******* APPLICATION APPROVED BY: (Revised 07/10/07) Contractor ing instrument was acknowledged before me this 19 20/0, by (fl&4l 1 0 D e or who has produced Plans Examiner Engineer Zoning Inspection Number: INSP - 151556 Scheduled Inspection Date: October 18, 2010 Inspector: Bruhn, Norman Owner: CASTRO, MARIA INES Job Address: 515 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: STORMWISE SOUTH FLORIDA INC Building Department Comments INSTALLATION OF HURRICANE PROTECTION 8 ROLL UPS AND 9 ACCORDION SHUTTERS Passe d17, Failed Correction Needed Re- Inspection Fee October 15, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -7 -10 -1247 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060140990 Phone: (305)597 -7797 Inspector Comments CREATED AS REINSPECTION FOR INSP- 151366. CREATED AS REINSPECTION FOR INSP- 150151. CREATED AS REINSPECTION FOR INSP- 148081. 1)Roll down shutter slat span is 72" max for shown pressure. 2)Roll down shutters must have anchors exposed. 3)Shutter at garage must have anchors into framing. NB SHUTTER AT GARAGE MUST BE FASTENED INTO STUDS. MINIMUM SEPERATION FROM GLASS IS 16" STOPPED INSP. nb COULD NOT GET AROUND HOUSE RAINING TO HARD. JR Two roll down shutters in rear attached to structure per plan. All other comments still pending NB For Inspections please call: (305)762 -4949 Page 6 of 14 ACORD,. CERTIFICATE OF LIABILITY INSURANCE PRODUCER 786- 293 -3837 USA INSURANCENET CORP PO BOX 770158 MIAMI, FL 33177 INSURED STORMWISE SOUTH FLORIDA INC , STORMWISE PRODUCTIONS.I INC, STORMWISE GOLD COAST, INC. 13015 NW 45 AVE C.SUAREZ IOPA LOCKA. FL 33054 COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUC)I POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADM „J„TR NSan TvPEOF INSURANCE FOUCY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE (MIVOD/YY) DATE (MN/DD/YYt A GENERAL UABILITY X COMMERCIAL GENERAL LIABILITY 1 CLAIMS MADE L ?(I OCCUR 111 Iiu eb cUlU 1i :32F111 OTHER GENT AGGREGATE LIMIT APPLIES PER; X POLICY n PRO- 1 -�IECT I LOC AUTOMOBILE LABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS GARAGE UABIUTY ANY AUTO EXCESS/UMBRELLA LIABILITY DEDUCTIBLE RETENTION b CERTIFICATE HOLDER OCCUR pJ CLAIMS MADE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR /PARTNF.RIE.XECOTIVE OFFLCEFUMEM9ER EXCLUDED, II Yee, de avibn under SPECIAL PRUVISIONS bolow ACORD 25 (2001108) MIAMI SHORES 10050 NE 2ND AVE MIAMI SHORES, FL 33130 USA INSURF1NCENET CORP PA80300651 -10 AU1030503 THIS CERTIFICATE I9 ISSUED AS A ONLY AND CONFERS NO RIGHTS HOLDER. THIS CERTIFICATE DOES ALTER THE COVERAGE AFFORDED INSURERS AFFORDING COVERAGE INSURER A: TOWER INS. CO. OF NY INSURER e: SUA INSURANCE COMPANY INSURER C: INSURER D: INSURER E: 01113/2010 08/19/2010 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I OCCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS MANAUFACTURER AND INSTALLER OF STORM SI- IUTTERS PROTECTION ONLY 13015 NW 45 AVE OPA LOCKA, FL 33054 CAMILO DIAZ LICENSE #CGC1511342 CANCELLATION 08/19/2011 AUTHORIZED REPRESENTATIVE 786 - 23 -3669 p.1 01/13/2011 EACH OCCURRENCE s 1 ,000, - DAMAG €'T° RENTPI3 PR) MIS.E ( Ea occur ucei MED EXP (Ar! one person) PERSONAL BADV INJURY GENERAL AGGREGATE PRODUCTS -COMP/OP AUG COMBINE() SINriI F LIMIT (En acdd9n1) BODILY INJURY (Per Porsnn) BODILY INJURY (Per eocldenl) PROPERTY DAMAGE (Per nrrldenl) AUTO ONLY - EA ACCIDENT EA ACC AGO OTHER THAN AUTO ONLY: EACH OCCURRENCE AGGREGATE LIMITS LT RY LIMI T SL _ x iE EZ E.L. EACH ACCIUENT E.L. DISEASE - EA EMPLOYEE E.L. DISEAS! - POLICY LIMIT MATTER OF INFORMATION UPON THE CERTIFICATE NOT AMEND, EXTEND OR BY THE POLICIES BELOW. b b s s DATE IMMIDDTYYYY) 08/25/2010 NAIC # s 100,000 _ $ 5,000 $ 1,000,000 a 2,000,000 $ 1,000,000 1,000,000 1,000,000_ 1,000,000 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THIS ISSUING INSUFIER WILL ENDEAVOR TO MAIL 30 DAYS YVRITTEH NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO 90 SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES, b ACORD CORPORATION 1988 r Florida Building Code Online FL #. Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature c Ctegory Stibcategory =- Compliance Method BUS Home 1 Log In 1 User Registration Product Approval USER: Public User Product Ai orovai Menu > Product or Apoliration Search > AppllcBtign.1 t > Application Detail Technical Representative Address /Phone /Email u) Qj ality Assurance Representative - Address /Phone /Email g ' 5Ftorida Engineer or Architect Name who developed the Evaluation Report F orida License F quality Assurance Entity y quality Assurance Contract Expiration Date :', Validated By Certificate of Independence Referenced Standard and Year (of Standard) i - ROLLINGSHIELD INC 2500 NW 74th ay. mlaml, FL 33122 (305) 436 -6661 jose@rollingshield.com Morgan Villanueva morganvillanueva66 @hotmail.com Andy Echevarria 2500 N.W. 74th Ave Miami, FL 33122 (305) 436-6661 aechevarria@rollingshield.com Andy Echevarria 2500 N.W. 74th Ave. Miami, FL 33122 (305) 436-6661 achevarria@rollingshield.com Shutters Roll -up Morgan Villanueva PE -60292 National Accreditation & Manage 12/31/2012 John A. Ilter, P.E. __ Validation Checklist - liar F1.10882 R1 COI certificate of Tr ct Standard ndard ASTM 330, 1886, 1996 Page 1 of 2 Submit Surcharge 1 Stets & Facts 1 Publications I FBC Staff I BUS Site Map 1 IJnks 1 Search FL10882 -R1 Revision 2007 Re -Apply Recommend Conditional Approval with conditions of: 1. Indicate "No" for use within HVHZ. 2. Provide proof of mullions being impacted or indicate on limits of use: Not to be used within Wind Zone 4 (140 mph or higher). r -a 8/10/10 ense • • ••••• Evaluation Report from a Florida ReQlstered ArchitecPQi • • Florida Professional Engineer • .•� • •• �• • • Evaluation Report - Hardcopy Reielyicl, • • • • • • • Year 2002 http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx ?param= WGEVXQwtDgtwudLxnkwGm... 8/17/2010 • • •••••• • • •••••• • • Summary of Products FL # Model, Number or Name Description 10882.1 40mm, 55mm & 60mm End Retainer Roll -Down Shutter System Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75psf /- 130psf Other: +75psf /- 130psf for 60mm +70psf / -70psf for 1 40mm & 55mm Installation Instructions F110882 R1 U revisioniand s 06 -23 -10 Of Verified By: Fenestration Testing Lab Created by Independent Third Party: Yes Evaluation Reports FLU:1882 R1 AF -pruct report 06- 23- 10.pdf Created by Independent Third Party: Yes Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval TAS 201, 202 and 203 1994 Method 1 Option D 05/29/2009 07/19/2010 Ba ck Next I Department of Community Affairs Florida Budding Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 2000 -204 The State of Florida. All rights reserved. Privacy Statement 1 Copyright Statement I Accessibllity6tatement I P141g la6oftnare 1 . Colmar Service Survey I Contact Product Approval Accepts: • • • • • • • • 000. • •••••• ••• • • • •••• •• • • • • • • 0000 •• • • • • • • •••• 00000 • •• • • •• •• •••••• • • • • • • • •0000• • • • • • • • • • Page 2 of 2 • ••• • • • •• 0 • •• •• • • http: / /www.floridabuilding.org /pr /pr_ app_ dtl. aspx? pararm= wGEVXQwtDgtwudLxnkwGm... 8/17/2010 •••••• • • • •••••• • • •••••• • • ••••• • • ••••• •••••• • • •••••• • • •0000• • • VM engneern DATE: PROM ICT NAME: PRODUCT CATEGORY: PROD1 SUB-CATEGORY; Epowr Nu.: From Fenestration Testing Laboratory, inc. SUBMITTED BY: ...avsloamrsozezia.e. Inc. 5539 (40turn) 5565 (55nim) 5248 (60nmt) P ZODUCT:EVALUATic),:NRI,... June 23, 2010 40, 55 & 60min End Retainers Hurricane Shutter Roll-Up Rollingshield, MG. 2500 N.W. 74 Avenue Miami, FL. 33122 PH: 786-28f.-696 FAX: • 1. PURPOSE 01? EVALUATION This is a Product Evaluation Report perfOrmed by V.M. engineering, Inc. Certificate of Authorization No 27633 to the Manufacturer '`Rollingshield, hie.", base on Rule Chapter Nos, 913-72.070, Method id and 913-72.090 Method lb of the Sittle OfFlOtid4 Product Approvnl Department of Community A fIairs- 1 lo ida Building Coniuussioii This product is being issued an Evaluation :Report as described herein, and has been verified for compliance ill Nvitit the Florida Building, COde:editiOn of 2007, and to verify that die product is for the poipuse intended at least equivalent to that required bythe code. 2. DOCUMENTS SUBMITTED a) PRODUCT DOCUMENTS; Drawings No 09 010 titled "40mm 55mm & 60mm End Retainer (ROli4Jowit Shatterp, sheets: 1 Mitt 8, prepared by VA. engineering, inc. (aid signed and scat by'rne, ;Morgan VWaft? ...... • • • • • ••••••• •• • It) ENGIN EERING CALCULATIONS: •• • • • • Calculations showing the maxinnim mullion span with wind loud span, inaNtitaT anchor wen% .. ....... ... •• • with wind load for installation in Concrete and Concrete Block with fill ce111,11Tcalcu.141/on tin,i.d • • was performed according section 1 of the Florida Building Code..C: by red .. • .. • ... V.:M. engineering, Inc . and signed and settled by me, Morgan VilinnueVada.. • • • ••• • •..... • • • • •• •• c ) TES1' Rf,',PORTS: • •••••• • • • •••••• 'rest , Report Prepared by Fenestration Testing Laberatoty, Inc . Lab, No 524 fo'r C;0111111 410.41: • • • AllgUSt 06, 2007. Lob. No 5565 fin-55min dated March 29, 2008 and Eab, fo.X19 for • ••••• dated March 14, 2008. All reports signed and sealed by Carlos Rionda, P F- , rifirgiNnissiit cyclic loadings under ASTM E 1886 and ASTM E 1996 as well as Uniform Statfc LeadS accordance with ASTM E 330 and tensile test as per Florida Building Code 2004, TAS 201, 2002 & 303. ngineering, Inc. 4. INSTALLATION The installation of this shutter SIIAL the Product Approval Dociunents. SW 1_5 7 - 1 . 3 I 6 1Y 1 11 mu `• V.06 (E; Ot • Pft 786-281-6968 FAX! 305-383-5896 3. WIND LOAD RESISTANCE: 1 hi Eud Retainer Shutter System has been tested to sustain wind pressures according by 7 W41 Florida Building Code 2007. The maximum Slat Span is indicated in sheet 7 of 8 of the Product :Approval Documents, and maximum anchor spacing for concrete and block is indieated in sheet 6 of 8. in accordance with the details showing iwsheets 6 :Ind 8 of 8 of 5. NIATERIA I, SPECIFICATIONS: As indicated in sheet 1 of 8 (General Notes) of this Product poet:intents. 6. 40ann, 55rnm ind 6Onun End Relabel' Shinto' System: The u$e of this prodad shall be strictly in COMplionde with the Product Approval Documents prepared by V.M. engin= nig. Inc, and shall be signed and sealed by Morgan Villanueva, P.E. This prOduct shall be installed only into Conerete and Concrete block fill Mt with grout. This End Retainer clip be installed in Non High Velocity litirricane Zones as defined On Florida Building Code 2007 (sccaion This Product Evaluation Report was prepared by Morgan Villanueva, P.E. with Florida License No, 60292 and Special Inspector No 7012720, President of V.M. enginnering, Cerfilicate.oC, Authoriration No. 27633, • • • • • •• • oo • 0 00 • 0 000 0 0 ■ • •■:• • o • • •• • • • • • • • • • •• • • • • • • • • • • • • • o••••• • • •0000 • • • •o•••• • • •o••• • • •o•oo •oo••• • • • • 0000 o • • • •00000 • • • • • • ■ •• • • • ir • • • • • • • • • • • • • • • • • • • 000000 • • • • • • • • • • ear 4- 1110 373RM sE£ 11031.75 d scNASETioN TANS'• OTT 5 8£57 Max • •• • • •• • • •: Max 8w8YS9 fi • • • • •. _ • (s 0 •• Q •i ••• , • ••• • • • • 807E SEE 51857! 3 & 4 FOR COI8I71Vfs5/7S i1OMENG.ATUR£. • • • • • • • •• • • • • • • . • • • • • •• • • • • • • • • • • •• 00 •0 • •• • • • • NOTES • • • • • • • • • • (1) E E lE CT1a ON WENS 6 & e• •• • • • • • • • • •. • • • • • • • • •• ':'._•e •• • • • • • ... , © OR® (Tra) QOR (738 Ea. 5.77 ,® OR 1 ® 0R® (TS8 ) GENE. /vcTE 380 I5ETAE14s (2777' - UP 58U72E'R). 58018 Oz' 1785 FLORIDA 471/800VAL GOCIAR- i2 (f AD ).194.1. 078 88F1F0 TO CVAP V WON -THE 8042/74 BUELL G' 177170£ 2007. DO-WN MID L0A05 Poe 0 - 1277A:LNED A5 PER Ali 7-05 AND lHE A90v5 4T/0./) WL, tY O 26.11 70 v.12/77 T✓.AT r)-x 1171 CC/MP,'.1AC5NIS ON - 7123 FLORIN APPROVAL DCC:I N7° WER.E 1vt7T OVER .ST1F,arSBO 75559'. A..:3:: A."Cr2£ASE 111 Ailoi64BL 5'703 .'211 WM LOADS 9145 NOT L5ED IN THEM CALCL.TATID.N . THE A MIAC7 Of !TRW ENO RE?ANIM FOP tVPAC7 .49- FATIGUE 87/72 71/5 297855501173 OF TH-.RCRQ7A 908217 v 1.00E 4015 Avow.; AND ARSC. 711111 ISST PRO7c10L° -FOP M'8 HOW VEL0CIP' Ht 'T1E571aE 257153 271/0. FAS -307. 24.-2/{2 ANQ TA.S -713 :RS :PENA EW 77E M5 R JC.i5 2 ` 7' 91 E '57080 A /17/1PICAO A64A:IOR7 'LABS NUMBER E539{ 4'Nkumi, LAB , 947/ 5585. (588) 6917 L4B /17. 5ER 3245 tBOo>ni). . 2. ALL ALUMINUM EXTRJSRWS SfHILL. 95 74/71£' OF ALLOYS AN0 TET.PE;4E AS INDICATED ON SHEST 2 & 3 OF 771C>' /3121131/ 8. THE THICKNESS OF ALL DIRLISKANS SHALL BE AS SHOWN ON 71{77 'DRAWING WITH STANDARD TOLERANCES IN ACCORDANCE 7707 THE ALUMNUM DESIGN MANUAL 207)5 EYNWYON' . ALL SCREWS TO BE STAJHL ESS STEEL 304 OR 316 NS/ SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER Dint 50018 WITH 50 ks1 YIELD POINT AND 90 ksi TENSILE STRENGTH. 4. BOLTS TO BE ALUMINUM ALNCIA7708 2024 -74 ALLOY AND IZ MPEF4 ASTM A -307 GALVANIZED STEEL OR 2131 304 SERIES STAINLESS SIt7L. WITH 36 RN 4/8 004 WELD POINT. 5. ANCHORS 17 -11733: Eca six RAILS COMMOTION AND CONNECTION BOX SHALL BE AS FOLLOWS. 70 5577625 "t 7'SF- .(3140 k6 M: L): - N 17 rtowArt .4NI>CRS. . AS MANUFACTURED BY 17W B6ILDEX. - tb' 6 } 4 7 08' R& AS: 244' NI'/FACTUR57 B1 17{# BUILD7 TO :270417 /0/879070 acct (RV,. :ALS tterk GR0717) - Elm .TA60ON ANL3!ORS 115:: 5074.16)577) BY RW BUIDEX - SO? .441 cca RL;. 115 'RER 244110/1777708 BY I7W BU5LDEX. NOTES: 5.1) MINIMUM EMBEDMENT OF ANCHORS INTO POURED CON172573 i5 1 3/47 EMBEDMENT LS IN CONCRETE ONLY, NOT OTHER 01F75'RENT MATERIAL- 5,2) N' ANY DIXDFL/TtVE MATER/47 IS ON 175 1 8'NLL ABC/80 SHALL BE LONG .:ENOUCW 113 1..0 434 775 REDLAREO. Dag 9.1 0 ( `5x3 ) AAr.L4O , 3!'{r .. BE LAVAL252 r`.: OWING ALL - .Of. 7HE'REGOMMEttDAMAv' AND 58134710/91. OF &C. ANCHORS AAAzbFACTt1R'r'R. f5,4) 4? 102/5- 88/7/5R/5504 iatJL2 /07) OTWILEGIFONS SHALL BE' AS SPE76 7E7 Ohl N'P1LFBLE 5517710 X SNOBS ,DAN SLaSET 7. P3I0IER :8007 -YIN S TO 85 iE MAULFA175 882 aY POWES5. FAS751B,1'G, WC. 5, t SHA2 9E. ME RESKABeitITY EL DIE CONTRACTOR ID: VERIFY THE °090/0 L5S OF THE STRA77FLRF 78E. 7� R $. To 8E ✓ 7 T$ 94.48!0 PROPER 989710 AGE T(3E :R7) 'Rt7A / SHALL OMLY'. .{17ACHCD >a 8'OURE7, COI Err 02 57..25 7. 8S7A.157 SEAL: 358j/722 - ILL 92775./ C [Z><..7 kk1ICH 6)1749478 :/) 30.+3545'W3: 170854177 WITH TH .6915355 TO PREVENT . oWINYi;/RA%/ AVITILLSIOTIL 5. END RETAINER 6179/4887/807 77275 APPROVAL, BUT SHALL BE GERT2/8E'S BY AN :v/EFEND94T 73578417 rt$,ENLS: 9. END 9.534IN94.- WSTALLATrION :t.Zs' ILAPI:Y WITH St7C5 85/17.,495 A# THIS Lkii69126. rs ATt?Y EVIL DING AND. tO8117,7G` . FECJL477A4a PAD BY 17/5.1 1146 .E. PER OT /3 )4PPLIEB . . 102 TYi15 7364 4 ..APRRBVAL DOCUMENTS {PR'£P R3 B?° 4 ENGWEEM 07 RECORD $ - _ $0802/0. 6AiSt 3 155 4925717)55 : 5 4 7 4 4 7 78 4 , 5 07 .4 SITE SPECk'/ 6)8050071 .a 805E TER 51'' FBNDI713535 PEYOTE _F 1 . Rs FLORIDA . '1:tR.7Et$ f`,,.- CONTRACTOR 713. RESPONSIBLE FOR - :e 5a.£C7J5NV PURCFL456 4W 1NS7AL5I4T.R2N RICLUD3/1 UFE. SAFETY OF )#95• PROVOCP. BASED ON :7125 67.08537 ,427',F90VAL d'}OCU/WEP /TS PR7552 * 4E DOES 80' 0Et54 E tun. s 63081)7308 78.6 . Lfvagf39Nt, 'GRNS7.4/40T0 /6 077 AT •'75./5' FHE. L"comu57Ottu,' L ?OAT i•.t2Y: _ ..... .. . . Awls 82'02/02 ipmavAt DEAVAIEWITE 7444. /5 50//95055) ItfiYN1U' 5 2/757/54 .1.4V.t.1) 154(3, 5(75 SPORE' 720...:1775 371412. BF. PREPARED 9Y A - 1 `ORIDA /557$tE'R£O EAtOavaR 2p ARbIDERE :drsff4.74 91/7. BECOME ME ENGINEER - 22 Ii =GY.' 0 008 775 PRG.aGY 285 WM 95.4. 9F /9 'FA? THE PR0P0 72553 OF 2'717 210180& APPROVAL 006LBIE7P15 FN(1/575 6' OF RECORD 1117869283 4. / ENGINEER TO THE FLOR7IIIt 11776)/77/ DrailAEWES ENG R. SHAE+.- 5U P 7O 725 LATTER 757E 5115 SPEO3F/ MIMICS PCB REVIEW Thn 32,52128 APPROVAL DOCUMENTS SHALL 8E4R THE DATE AND ORIGINAL SEAL AND 5578 L1RE OF THE PROFESSIONAL ENLIIEER 515 RE/l 7 THAT PREPARED 17: 17. THESE FLORIDA. APPROVAL DOCUMENTS IN COMPLY KITH CHAPTER 611775 -36 OF THE FLORIDA ADMINISTRATION CODE. 12, AN ORIGINAL SIGNED AND SEALED COMPANY LLIMAt FROM ROLUNGSHIELO INC. 1S REWIRED, PROVING 71 THE 40mm, 55mm & 6Omm END RETAINER ROLL -00WN S11U77ER WAS 9HREN,A5 /7 FROM THEM 116 ORDER FOR THIS 8WA TO BE VALID ON ANY JOB. 4.1 G Na.. SHEET rit 8o 0 a o. t 09 -010 1 OF 8 91 i z ?Non Mgh Veladty 64,178one Zone f.; ® TIPP 1 SLAT; EXTRUDED ALUMINUM 40mm SLAT C) TYPE 3 SLAT EXTRUDED ALUMINUM 55mm SLAT • • • • • • 38- WM; .21 TYPE 2 SLAT; EXTRUDED ALUMINUM BOTTOM 40mm SLAT e 3 SLAT: EXTRUDED ALUMINUM BOTTOM 55mm SLAT • e. • ow ••• • • • • Etatfr • • v A • 11. • • • • • • • • • • • • • • * • • • • • • • • • • • • • • : • • • • ••• • • • • . • • • - • • •• •• • • •• 11 • , ••• • ••• • 0 SIDE &a TYPE 2 EXTRUDED ALUMINUM SIDE RAIL 55mm SLAT ® NYLON DC RETAIKEP CAP TN NneavRewbrat cuPs FORMING EW AVEC. CAT' 4T )4cH END or &Err CRIER MAT CAM FASTENED WITH TWO IAL a." 2 PAL' HEAD S.D.S rE48 .524! SLAT 0 . ONE AT EACH MID ZIF f.V£RY OTHER SZAI: EACH FASTENED 8#L l)N N 8 BY 1 PAN r8)4D ginfi 411169 • Ti .Eitarr VIFW A-4 MI0E= I . II , 1.45o1.45ty3oq ,L75' .4BD" ® SIDE RAIL rePr EXTRUDED ALUMINUM FOR 40mm SLAT 410 (.1; Vi174 PAX TYPE 3 EXTRUDED ALUMINUM SIDE RAIL .55mm SLAT VIEW B—S 1K ft E 1 4- 8 1:4G1 , p ath cta aL , k3Q I - COMPONENTS ig FOR 40mm 4) , E 3 z • FOR 55mm F.B.C. Non High Velocily Hurricane DWG No 09 — 01 0 1 ; 57. 7TYP.) .099 70' .51 L4P: f.; ® TIPP 1 SLAT; EXTRUDED ALUMINUM 40mm SLAT C) TYPE 3 SLAT EXTRUDED ALUMINUM 55mm SLAT • • • • • • 38- WM; .21 TYPE 2 SLAT; EXTRUDED ALUMINUM BOTTOM 40mm SLAT e 3 SLAT: EXTRUDED ALUMINUM BOTTOM 55mm SLAT • e. • ow ••• • • • • Etatfr • • v A • 11. • • • • • • • • • • • • • • * • • • • • • • • • • • • • • : • • • • ••• • • • • . • • • - • • •• •• • • •• 11 • , ••• • ••• • 0 SIDE &a TYPE 2 EXTRUDED ALUMINUM SIDE RAIL 55mm SLAT ® NYLON DC RETAIKEP CAP TN NneavRewbrat cuPs FORMING EW AVEC. CAT' 4T )4cH END or &Err CRIER MAT CAM FASTENED WITH TWO IAL a." 2 PAL' HEAD S.D.S rE48 .524! SLAT 0 . ONE AT EACH MID ZIF f.V£RY OTHER SZAI: EACH FASTENED 8#L l)N N 8 BY 1 PAN r8)4D ginfi 411169 • Ti .Eitarr VIFW A-4 MI0E= I . II , 1.45o1.45ty3oq ,L75' .4BD" ® SIDE RAIL rePr EXTRUDED ALUMINUM FOR 40mm SLAT 410 (.1; Vi174 PAX TYPE 3 EXTRUDED ALUMINUM SIDE RAIL .55mm SLAT VIEW B—S 1K ft E 1 4- 8 1:4G1 , p ath cta aL , k3Q I - COMPONENTS ig FOR 40mm 4) , E 3 z • FOR 55mm F.B.C. Non High Velocily Hurricane DWG No 09 — 01 0 • ••• • • • • ••• • • • • • • ••• • • • • • • • j • •• ••• •:• •• • •• ••• • • 40mm, 55mm & 60mm END RETAINER I ROLL—DOWN SHUIILR D5D 2zD L _ -- DESCRIPTION • RENEWAL AS PER RC EDITION 2007 { -. - t L Y x4.3-- 111 I` l � A: t � APP....-__ r � .. 1 " °!2" t?N ENO R£TINERG.4P 51 5" _1 COMPONENTS ONE AT £ACN END Cr OT.- SLAT t� IV ® RUDDED 60mm am- 1 " S AN ALUMINUM ,VROUDED- ALUMINUM HEAD S.D.S FOR SLAT 6Dmm STAY FOR 60MM SLAT a . . m 1 i { . 1�r 1 f .060' ... t1 . 060' —: —rte— "a 4t .120 " } 'e°' ' d—w 4 p Ii— r te, i 01' ° i � � 3y17 � .9u^" 1 V .M. Engineering Inc. a of A. No. 27833 11278 SW. 153rd Place A8118, FLO O4 .13198 7EL: 788-281-6988 717.: 308 -3&7 -5899 �. .. � C TT-- g �.. 1?O ^ { l ` . i 70 ". ., l `=i7 L.: .fin .4 i _ c ,.. o . . $ . .DSO It :JSY F 100" 4 . _,,. , . 450" � —* o G 1 3. 00D' h Z. ; gW ` .... ® STD£ "RAIL TYPE 4 © SIDE RAIL TYPE $ ® SIDE RAIL rYPE 5 . SIORULESO ALUMINUM OtTRUDED R WAILED AL.WRAIUM FOR 00= SLAT FOR filkara SLAT FOR 6Awn MAT 1 9GN ?1 A• 8Y A FLORIDA D£fLEC77ON ' 2.0 1 • Z8F¢9'= Q 9171k0 73 k,73pr(9N3 } .Nr7:t�. d t k7fl r m4' �1. • LESS 7NAN L/30, IERW/SE MULLION ZONE 4 - 3.DD0 ".... Taw .9 MO .S e6 531W1 B d. TUBE 2s0" SCALE'..' .. .r • • • • • 1 • . •1 • • • • ,�•t" DATE: 5-2-08 F.B.C. %n High Velocity Hurricane ZoneF _ — � QT fON. ' TYPE./• • • • f} + • . i • ®, AILIL'LIERI TYPE E © � / DWG No: 09-010 EXTRUDED ALUMNI.* * . • •. • ••• • 5� ∎ '' • EXTRUDED ALUMINUM EXTRUt . 001T1UM 'SNP 3 OF 8 • ••• • • • • ••• • • • • • • ••• • • • • • • • j • •• ••• •:• •• • •• ••• • • 1/8' ALUM. POP RIVETS 1. * SIDE. RAIL Z- BEARING PLATE OR IDLER SUPPORT • ••• • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • 7/8' ALUM POP RIVETS -- s STEEL OR ALUM. TUBE 390 x 1 %/i TAPCON ANCHORS @ 18' O.C. EXIS POURED CONCRETE CEILING REO'D.. SIDE RAIL %.0 x 13 TAPCON ANCHORS ® 18' 0.C. • • • • • • • • • • WALL HOOD CEILING HOOD •. • • � �� ATTACHMENT ATTACHMENT NCREIE • • • • • • • • W REO'D. • • •• • • • • • • • • • • • • CUSTOM HOOD ATTACHMENT DETAIL, SEE NUMBER OF SCREWS BASED ON BRACKET TYPE SHUTTER COVER WALL INSTALLATION UP 70 100 LI3S SHUTTER WEIGHT MIN. 2 ANCHORS 1/4'0 .1 1 3/4' TAPCON OR 3 S.D.S. 1/40 x 1' UP TO 200 L5S SHUTTER WEIGHT MIN. 3 ANCHORS 5/76'0 x 2 1/4' TAPCON OR 4 S.D.S. 1/4 x 1" UP TO 350 LBS SHUTTER WEIGHT MIN. 4 ANCHORS 5/16 10 x 2 7/4 TAPCON OR 6 S.D.S. 1/4'0 x 1" F.B.C. Non HIgn Velocity Hurricane Za 09 -010 • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • •• • • ••• • • • ••• • • • ••• • ••• • • • • • • • • • • • • • • • •' • • • • • • • • • •• • • • • • • • •• • • • • • • • • • ••• • • • LTERNATE ROLL -UP SHUTTER LIFTING MECHANISMS MOTORIZED ROLL -UP SHUTTER SYSTEM HAND CRANK ROLL -UP SHUTTER SYSTEM DATE 5=28 ••• • • • • ••• • • • • • • • • • • • • • •••. • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OR C , &OCR I9 4IC: � Q © F CQ) OR RECT/OAI A.: WALL MOUNT SECTION 4 -4/ INSIDE MOUNT MAXIMA ANCHOR SPACING FOR TAPCON, MAXI -SET TAPCONS OR CRETE -FLEX SS4 ARE VALID FOR 3 1/2 EDGE DISTANCE. FOR EDGE, DISTANCE LESS TNrW 3 1/2', REDUCE ANCHOR SPACING BY MULTIPLYING SPACING GIVEN ON SCHEDULE BY THE BELLOW FACTORS.. RSN11A U AN11y10R SPAY •INR ' ' 1■rPCON. WOO-SFT T.8PCOP6 OR PRFTF -R FY SS4 LC saST1NG• i L • : •• POURED CONCRVF �A. WTi • • . Z riz 73 • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • (-T--1. ,.., ,., ..„—).. / .: C " , , s �OR ,,,, . , 7 � i _ s,.......7...,,„.,._ Cont. „„,.„..,0, 65.6 O r TO W N / fo4x3 /4' • .O.C. ., ®YRtt 174. 3/4' RAM 6' a4 OR U SEr.,TIrN�t 8 : !WAD MOUNT �.6 •a;::f. 7 91rt sr wt: - �4r;_ � ,. .. nA . .:e.t?1;. . P_8. LJ&L * FO &iW At „CO. . �Q -� GD , � r. &' #iM£GTaOfi+S TO CONCRETE BLOCK OR POURED CONCRETE _IvE 4IIv£ .PRES.`URE il4wES' AS PER ASCE 7-05 dt air r'ouxcas e�mr.R'e r�a�:sR.s :Anima as.amr �ootaa ¢s: acr �'a rt� aar�8.•. Worst, R4 /L © + r a r a SIDE RA L ® IDE RA L J m SIDE RAIL ® SIDE R4 /L 0© SIDE RAIL ® � tae 40wm 8747 arnr S i�7F^...55j ma JSW AAm¢r £g. p , . _ aavna &C mer .s/... Ara C..,. o.r tear ar =7m raw. M. Moen 8787 a¢r .56 5656 not mmm 8747 56)' " 77Z ' 5656 ASE 0LM�OU< NAtI M0UN7 i WUfl7 5877 4Wf/NI A(OI/Arf a te£ BIRD-OUT I(OfA7 OWE ..4 ,., .. .. 6' a 6 6' 6' _ 6• . 4' 6' 6° - 6• - 6 ' 6. 6 6_ _ 6' 6• )JO 70 70 6” 6' 6� 6' - 6 6' 6' 6' 8' 8770 TO 100 - _ 6' .. 6 ' 6 . 6' _ 6 ' 6 '. 6.. 6• 6' TIOO Ib 1,70 - - - 6' d 6' 6'- 6' SHEET IDATE:. 5 - - 08 'Non MO Velodty Hurricane ZonN G No: 09 -010 ••• • • • • - ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAXIMUM TYRE 1 x 4 . U SN `�.,! i 7 TYPE' 2 MLXLIDN ' 4 ' e 4' r 1 /a' TYPE MULLION .3 4''. 6 4 .250" DESIGN W p 1) MULLION SPACING .. MWIJON SACING MULLION SPACING .0 8-0" '5' TO 8' S 6'-0' 6' 10 8' 8' TO 10' 10' 70 12' 6 6' -0" 8' 70 8' B' 70 10' 10' TO 17 10' 70 3 4' 30.0 8' -8' r -70' 11'-4' 70'-4' 9' -7 9' -2 15'-8' : 14' -3' 13' - 3" 12' - 6' 11 350 6 -2" r - -5 10' -9 9' -9' 9'- ;" 6' -6' 15-0" 13' - r 12' - r 1 - 10 • 11 -3" 40.0 7' ; 7'-1" 10'-4" 9' -4- 8' -5_ ". 8' -1" - 14' -3" 1J" -0" 12' -0" 71'-4' If". 45.0 7' -6" : 6' -70' 9' -11" 9' -0" 6' -4' 7' -70'; 1J' -9' 12' -6" 11' -7' 70' -11" 70' -2 50.0 7-3' 6'-8' 9'-7" 6'-r 8' - 1' 7 : 13'-r 72' -0' 71' -2" ' 10' -6' - 9 55.0 r -1" : 6' -6" 9' -J" 8' -r r-9' - r -1" 12' -70 11' -8' 10' -7 U 9 9' -4 60.0 6' -10' 6'- 9' - 0" 8' -2" 7-7' 8' -11' (; 12' -6' 17' -4' 70'-6" 8' -11' 7' -7 65.0 :. 6'-8" 6' -3' 8' -9" 7-1l' 7'--4' 6' -9 72' -2" 11' -0' 9' -70' 8' -2' 7' -0' 70.0 8' -6 6' -1' 6' -6' 7-9" T - r 7-2' 7.-0" 6' -7' s' -r 11' -10 11' -7" - 10 1o' -6' 9' -2" 8' -5" 7' -7' 7 6' -5'. 6' - 1 75.0 6'-4' - 5' -11 8' 60.0 ' 6' -3' 5' -8' 6' -2' 7 -5' 6' -10' 6' -3" 71'-4' 10" -0" 8'- 6' -8' 5'-8" 85.0 6' -1' 5' - 6' 8' -0' 7'-3' 5-9' 5-17' -- 11' -2' 9' -5' 7.-5" 6' -3' 5-4'. 90.0 6 5'- - 7' -t0' 7' -1' 8' -7 5' -7' - 10' -71" 8' - 17' 7 -1' 5' -1 5' - 1' . - .__.95.0 5-10' 5-7' . 7• -6• r -0• 5-6 5'-4' 10'_8 .5-5" 5' -g" - 5' -7' - .- 100.0 5-8' - 7' -7" 6' -10 8' -4' 5' -I' , lo' -r 8'-0 8' -5 ... .5 1 1' 5-4' - 105.0 5' -r - 7 6' 6' -9 6 -1° - 70' -2- > 7 7 5-1" ._ 170.2 . 5-5' - 7 -4 6' -8 5-9' - 9' : T --r 5-9' - - -. 115.0 5-4" - 7"-3' 6' -7 5 -7' - 9' -3' 7.-0° s -r -- -- - 120.0 5 -2' . 7' -7' 5-6' , 5-4' - - 8' - 11' 6' - 6' 5-4' - : - .. 125.0 ... - 7-O" 6'-4 5-1' .- -8' -5' 5 -5' 5•-1' - - 730.0 5 -0' 6' -11' 6'-2 - 8' -2" 6' -2' - - S1AT TYPE Max DESIGN LOAD SP (p.s.r.) MAXIMUM SLAT 5PAN MINIMUM SE7'ARA770N TO GLASS (1n) 755 70.0 O9 L � 1000 � • 70.o OR LESS .. 17.85 .40 OR LESS 79'- 3 15" 1013 60mm - 4.5.0 l - 8 15.67 60mm 50.0 18'- 2' 15.25 6Omm _. 350 17' 8' - 14.67 6017m 60.0 17'- 2" 13.95 ., 60mm 850 16'- 8" 13.13 SOmm 70.0 76- 4" 13.07 50mm 75.0 16' -O' .. 12.95 - 60min - 80.0 - 15- 8' 12.75 85.0 - - 15- 4' 12.45 60mm 80.0 15- O' 12.13 60mm - -95.0 14'- 5' 11.75 60mm 700.0 14'- 4' _ 11.30 Gomm 105.0 44 " 0' 1855 - - 60mm 170.0 XT- 8' 10.77 80mm 115.0 13'- 4' _.... 9.84 - 6Anm 120.0 13'- 0" 032 60mm 125.0 12'- 8' 579 62mm 130.0 - 18' 3' 8.47 MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W" (p..R.f.) AND CORRESPONDING MAXIMUM SIAT SPAN FOR 4Omm. 55mm & 6Ornm SLATS (LSE N55437VE PRESSURE AWES .45 PER A6CE 7 -65) ,� �j" \- 51-AT •• ••• ▪ • • • • • • • • ••• • .• • • • • • • • • •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • •; • • • • • • •• • • • • It • • •• • • • • • • • • • ••• • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • * • • • • ••• • • )S4XfMLJM DESIGN PRESSURE RATING " " (n_s.fi5) AND CORRESPON(D'ING MAXIMUM SPAN 1 r) FOR A GIVEN TYPE OF MULLION AND MULLION SPACING (Ft.). 41S5 14804790 032319E t44Li50 A3 915,45057-65) SHEET CAL.: 95 SHOWN DATE 43 2 63 3 IV 2 m ■ CN V. ...- :°4:0 . 0 91 DWG No: 09 -010 7 OF 8- 7. F.B.C. High Veloa7'a. Hurricane Zone • t a l! •• •' . • • • • • ! • •• a.Y'x � �• , � .714 a • ... • • • • • • • • • • • • • •. • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • ••• • • • ea n Ira o•-a' u.44 MHL AT Eadi smr M / fa) pm. am 4ev - }9 - , um•t 4142MS =is I!f ar SAX a 14144 - 414 MCtE yfOrirr "ffl5 O tT 0.0 DATE: _ 5-2 -08 SCALE - AS SHOWN ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • F.B.C. ;Non High- Vekety Hurricane Lone, DWG No: 09 -010 PERMIT # NOTICE OF COMMENCEMENT STATE OF I D/}- COUNTY OF r =� THE UNDERSIGNED Hereby gives notice that property; a�r�l in accordance with Chapter 713, provided in this Notice of Commencement. I I. Legal descriptipn of property: L Property Address: 2. General description of Improvement 3. Owner Information Name: a. flailing Address: b. Interest In property: c. Naive & Address of fee simple_ titleholder (if other than owner): 4. a. Contractor's Name: b. Contractor's Address: c. Telephone & Fax: 5• a. Surety Bond Name: b. Address: c. Telephone & Fax: d. Amount of Bond: 6. a. Lender Name: b. Lender Address: c. Telephone & Fax: 8. In addition to himself or herself, owner designates thi 713.13(I)(b), Florida Statutes: Name: Ali^ Address: Telephone & Fax S gnature The foregoing in TAX FOLIO # OT �•N improvements will be made to certain real Florida Statutes, the following information Is 14 4 5 LK 5 w SuB P( I.r- . trument was acknowledged before me this f day o .5 This space reserved for recorder. ❑ Lengthy Legal a hgd 7. Persons within the State of Florida (name & addressesJl. i M„ d provided by Section 7 I3.I3(I)(a)7., Florida Statutes: '` �t4g Name: .�, Address: — Telephone & Fax: 3•0 , <" 9. Expiration Date* of this Notice: * Expires one year from the date recorded; unless otherwise noted. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RE RECORDED AND POSTED ON THE JOB' SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO 013TAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING W' ' lipe R RECORDING YOU OTICE OF COMMENCEMENT. • _ ' or Owner's Authorized Officer /Director /Partner /Man MO Officer/Director/Partner/Manager Title/Office tlelOffice (\(A" 20 t q by for Turn Over for Instructions 1111111111111111 1111111111 11111 111111111 1111 ti CFN 201 OR Bk 27351 Ps 3221; (113s; RECORDED 07/14/2010 10 :51:2 HARVEY RUVIN, CLERK OF COUR MIAMI —DADE COUNTY' FLORIDA LAST PAGE o� ed in Section �o na (,061 ie NO ARYMBLIOSTATE OFFLORIDA Signature o ry publi $fate of Florida :`' Falb Gascon Print, Type, 4,r =t9+al? `(, .);,0,7,r otary Public Personally Known OR Produced Identification Type of ID Produced: •• ° Expires: JULY 29, 2011 VERIFICATION .PUJSUANT TO S ECTION o� 525 Ft ORIDA STATUTES Under p es of perjury, 1 declare that 1- have the foregoing and that the facts stated In it are true to the best of.my knowledge and belief. By A r/ m k ld Si at re of °wort or Owner' UthorizedOfficer/Director/Partner/Manager who signed aboveTecCriej2 1 neS C°1744(241 served as BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): uild' Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) r7 4- 7 Phone # 3306 795. 6b.QS Owner's Address 615 N 43 ST City f / £/FOfbS State -(.• Zip 0313e Tenant/Lessee Name Phone # Job Address (where the work is being done) 5/5 /V5 f3 51 Cit Miami Shores Village County Miami -Dade Zip 3 3/56 Is Building Historically Designated YES NO Contractor's Company Name 51 5 0Ctril T,Q,aO/} Phone # Contractor's Address Architect/Engineer's Name (if applicable) Total Fee Now Due $ (Continued on opposite side) Miami Shores Village paggV3n Building Department JUL 0 3 zoo 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY 13015 ,iii City 0P) (,OV.fr State Zip 63a54 Qualifier CA Ji,47 State Certificate or Registration No. CC. t51)34.2.) Certificate of Competency No. $ Value of Work For this Permit /4 105, q Type of Work: ❑Addition 1S1Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: 45T71 - (,( - 't i / ®1• �lf fC,1IV6 10gare 7rfDN9 Submittal Fee $15:1490_ Permit Fee $ 20 C CF $ Ce.DO CO /CC Notary $ Training/Education Fee $ Tt 0 '1 �. chnology Fee $ &OD Scanning $ a, Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 41 ,• •00 Phone # Permit No. \ 1 1241 Master Permit No. Square Footage Of Work: 41 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip Application is hereby made to obtain a permit tfr do the work and installations as indicated. I certify 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., installation ING SIG has WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC' UMBING, SIGNS, 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 O1 COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must 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 p t for the . first inspection which occurs seven (7) days after the building permit ns In t absence such posted at th job site inspection will not be approved and a reinspection c_, fee will be charged. l of p ed notice, the Signature Owner or Agent The foregoing instrument was acknowledged before me thi day of , 20 10 by , who is " ersonally known to e or who has produced As identification and who did take an oath. Chc 05/13/03 NOT Sign: Print: My Co ' et JULY 29, 2011 State 1 Sign. Zip Signature Contractor The foregoing instrument was acknowledged before me this le g day of VJ 20a by .Ci whom onally knot to me or who has produced as ide ,i cation and who did take an oath. NOTARY PUBI.I C ._.. i— wr. vc ; Print: <,. "*n' missioa DD699895 c aormnva co, i s , , r.**********, t�************, �* **** * * *a * * *** * * ******a * * *,t * * * * � *t* lonL"Xp * *s * �� * cAlzra *************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: * ** Plans Examiner Engineer Zoning PRODUCT # W H ROLL DOWN 1 75 52 ROLL DOWN 2 76 64 ROLL DOWN 3 95 65 ROLL DOWN 4 39 52 ROLL DOWN 5 55 52 ACCORDION 6 55 52 ACCORDION 7 55 52 ACCORDION • 8 74 50 ACCORDION 9 72 80 ACCORDION 10 72 80 ACCORDION 11 49 37 ACCORDION 12 38 52 ACCORDION 13 60 81 ACCORDION 14 38 52 ACCORDION 15 20 40 ACCORDION 16 38 28 ACCORDION 17 75 39 • 1.111• • • • • • • • • • • •••••• • • • • •••••• MARIA CASTRO 515 NE 93 ST MIAMI SHORES, FL 33138 • • 14 5 •• •16 • • • • •• • • • • •• •••• • • •••• • • • • • • • • • • • • • •••••• •• •• • • ••••• •••• • • • •••••• • en< Ell'C 13 2 FD 11 10 H m G C- c f n u; JD (1) m c 0 z ® oe c=3 ® i!�1 Mean Roof Haight DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (So Ft) 40 45 50 25 30 35 0 -15 ft 29.8 52 +46.5 5 +452 58.0 +44.4 -56.7 +43.7 -55.6 +43.1 -54.6 +42.7 53.8 +42.3 -53.1 +41.9 -52.5 +41.6 18 ft 53.1 +47.1 -60.6 +45.9 -58.8 +45.0 -57.5 +44.3 56.3 +43.7 -55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 3 -53.2 +42.2 18 ft 54.6 +48.3 52.1 +47.0 50.3 +46.1 -58.9 +45.4 - 57.8 +44.8 -58.8 +44.3 -55.9 +43.9 -55.2 54.5 +43.6 5 +43.2 20 ft -66.1 +49.4 -63.5 +48.1 -61.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -572 +44.9 -56.4 +44.5 -55.8 +442 22 ft -67.4 +50.4 54.8 +49.0 -62.9 +48.1 51.4 +47.4 -802 +46.8 98.4 -59.2 +46.3 5 +45.8 -57.6 +45.4 -58.9 +45.1 24 ft -88.7 +51.3 -66.0 +49.9 -64.1 +49.0 -62.6 +48.2 -61.4 +47.6 -80.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +522 57.1 +50.8 -65.1 +49.8 - 63.6 +49.1 52.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +4&7 28 ft -70.9 +53.0 582 +51.8 -662 +50.6 -64.6 +49.8 -63.4 +492 - 62.3 +48.7 - 61.4 +482 -80.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -69.2 +52.3 57.1 +51.3 -65.6 +50.6 - 64.3 +49.9 -632 +49.4 -62.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 - 70.1 +53.1 58.1 +52.0 - 86.5 +51.3 -65.2 +50.6 -64.1 +50.1 - 63.1 +49.6 -62.3 +492 -61.6 +48.8 34 ft 36 ft -73.9 +55.2 -74.8 +55.9 -71.0 +53.7 - 71.9 +54.4 -552 +50.8 -67.3 +51.9 -68.1 +52.5 -66.0 +51.3 -66.8 +51.9 -52.9 +48.4 - 64.0 +502 -64.7 +50.8 m o Q v -62.4 +49.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 -68.9 +53.1 -67.6 +52.5 - 66.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.8 - 71.3 +54.5 -69.7 +53.7 -68.3 +53.0 - 672 +52.5 -66.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -74.2 +562 -72.1 +55.1 -70.4 +54.3 59.0 +53.8 -67.9 +53.0 - 68.9 +52.5 -66.0 +52.1 52 5 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -86.6 +52.6 -65.8 +52.2 48 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 +55.3 -70.4 +54.8 -69.2 +54.0 -68.2 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -78.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 57.1 +53.1 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 - 70.4 +55.0 59.4 +54.5 -68.5 +54.0 -67.8 +53.6 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 - 69.0 +54.5 -68.2 +54.0 54 ft -81.5 +60.8 -78.3 +59.2 -76.0 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -76.8 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft - 83.3 +622 -80.0 +80.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 Mean Roof Height DESIGN PRESSURES PSF) • Zone 4 10 15 20 Tributary Area So Ft) 40 45 60 25 30 35 0 -15 ft 50.4 492 48.3 47.8 47.1 46.6 - 462 45.9 45.5 +48.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.8 18 ft -51.1 +47.1 -49.8 +45.9 - 49.0 +45.0 -48.3 +44.3 -47.7 +43.7 -47.3 +43.3 -46.8 +42.9 46.5 +42.5 -46.2 +422 18 ft -52.4 -51.1 -502 -49.5 -48.9 -48.4 -48.0 .47.7 -47.3 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 ZO ft 53.5 +49A -52.2 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 49.5 +45.3 -49.1 +44.9 - 48.7 +44.5 -48.4 +44.2 -53.3 -52.4 49.7 49.4 22 ft +49.0 +48.1 +45.4 +45.1 -54.3 -53.3 - 50.6 -50.3 24 ft +51.3 +49.9 +49.0 _ -..... 46.. +46.3 +45.9 26 ft -56.6 +522 -552 +50.8 - 542 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 58.1 -55.1 -54.3 -53.7 -532 -52.7 -52.3 -51.9 +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 30 ft -58.3 +53.8 - 56.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft - 59.1 +54.5 -57.7 +53.1 - 58.7 +52.0 -55.9 +51.3 -552 +50.6 - 54.7 +50.1 -542 +49.6 -53.8 +492 -53.4 +48.8 34 ft w ry q n J I 4 -57.4 +52.7 -56.6 +51.9 -55.9 +51.3 -55.4 +50.7 q W 1 -54.5 +49.8 .-v ymo 38 ft 58.1 +53.3 -57.3 +52.5 - 56.6 +51.9 56.1 +51.3 -55.1 +50.4 38 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -582 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +5t5 -56.0 +51.1 42 ft -62.6 +57.7 -61.1 +562 -60.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -58.6 +51.7 44 ft 532 +58.3 -61.7 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 - 57.5 +52.8 -57.1 +52.2 46 ft -63.8 +58.8 -62.3 +57.3 512 +562 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 - 58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 -61.7 +58.7 50.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 - 58.6 +53.6 -58.2 8 +53.1 50 ft 54.9 +59.9 -63.4 +58.3 -62.2 +57.2 -61.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 -63.9 -62.8 -61.9 -61.2 -60.8 -60.0 -59.6 -59.2 9 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft - 66.0 +60.8 -64.4 +592 -63.3 +68.1 -62.4 +572 -61.7 +56.5 -61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -68.5 +61.3 -64.9 +59.7 53.7 +58.5 -82.9 +57.7 -62.1 +56.9 -61.5 +58.3 -61.0 +55.8 50.5 +55.3 -60.1 +54.9 60 ft - 67.5 -65.8 -64.7 -83.8 - 83.0 -62.4 -61.9 -61.4 -61.0 +822 +60.6 +59.4 +58.5 +57.8 +57.1 +58.6 +58.1 +55.7 03/02/2009 - 5:01 pm troyb F: \03 Elements \10 Loading \11 Calculators\ASCE 7 -05\_FLB - ASCE 7 -02 Pressure Charts (0-60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING 1 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1, TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR AU. ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR E)Pr5RSOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS T O BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. • • • • • • • 9. READ OFF POSITIVE AND NEGATIVE PRESSURES AMR USE AS REQ ?WED BY LOCAL • MUNICIPALITY IN ACCORDANCE WITH CODE. • • • •• • • MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE ARE DNL Y VALID WHEN SIGNED & RAISED SEALED BY FRANK dERNARDO, P.E. • • • • 2. THIS SPECIFICATION IS INTENDED TO ILLU QQE�SIGN WIND PRESSURES AS Lf§TED. USE OF THESE TABLES AND CORRESPONDING WIND LDCITY EXPOSOREPAND OTHER 'S COEFFICIENTS LISTED HEREIN SHALL BE DICTATES OJ IFIED BY E GOVERNING • BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRAN=Y FOR AW LrTY OF TAMA • • VALUE USE IS OFFERED HEREIN. • • • • 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUB 1fi 89 CRITERIA END OTHER • APPROVALS FOR DESIGN & INSTALLATION INFORNIATIOPI ABED APPLICABILITY OF THESE TAB VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WrWI GOVERNING COIAS•• • 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FARM BAIINGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRtiCTI0I1) USSING ANIMPORTANCE FACTOR • I =1.0. THESE TABLES NOT FOR USE WITH ESSENT9AY FACILITIES ORkaUt17BLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THEZETABLMS NOT VAPID FOR • HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) EWGLPSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE, TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. _ I ® 5 ELEVATION I WALL ZONE FIGURES ISO PEAK ROOF HEIGHT MEAN ROOF HEIGHT m z - �n REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB DATE 04/19/08 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS. ADDRIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 P11: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 • 1 Date: /06 - w Municipality: J / / 6/402 5 Building Official: t li,l - H/ 5/1 5 Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: I-lt -100 Aluminum Accordion Shutters 06-1026.11 This letter authorizes StormWise South Florida to use the above menl Toned product at the following job: Name: f l4- c 4 ize7 Address: v it/& 13 City, State, Zip: 11/1 '6NOd FL- 3313 Sincerely, Storm Wise Production, Inc. 13015 N.W. 45 Ave Opa- Locka, F133054 Phone (305) 597 -7797 Fax (305) 597 -7795 Shutter Product Approval Authorization Form Storm Wise Solutions, INC Permitting Department Enis Gascon ••• •.. . . . . . .. • •• • • . . . 1. This form must accompan !I4eaa13catibn.fi •the bjiildi y ng permits and slhnll become part of the permit documents • • •• • •.. • • • • • • • • . • • • • :. • • • • • • • • • • • • • .. ••• • • • • • • • • • •• • • • • • . • ••.• • • • • • • . • :. •• . • 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Stormwise Production, Inc. 13015 N.W. 45' Avenue Opa- Locka, FL 33054 SCOPE: MIAMI- DADECOIfi•ItY, FLORIDA ME "!RO -DADE FLAGI FR l3llli.DINJG 140 WEST FLAGLER STREI' t', SUITE 160.E MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -29W www.luiamidatle.aov This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Ptuduct Control Division On Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the right to have this product or m^terial tested for quality assurance purposes. If this product or material fails lo perform id the accepted manner, the manufacturer will incur the expense of such testing and the A1-IJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA resei ves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: " HT -100 Stormguard " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 05 -563, titled "Stormguard Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton Tomasetti, dated September 14, 2005, last revision 40 dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami .bade County Product Control Division. • MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NIA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA gieirc+vi•`1erJ% tae tlseby the manufacturer or its distributors and shall be available for inspection at the job•te ?t; ha rtgtesI otte $wilding Official. This NOA revises NOA it 05- 1201.01 and callsisfs df thtspage 1 ■41idettce submitted pages E -1, E -2, &. E -3 as well as approval document mentioned above. The submitted documentation was revie wed b .}Ielmy A. Mahar, P.F 1Vj.S. • ••• • / •• • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • ' • •. • • • •• • • • • • • • • • • •• • • NOA No 06- 1026.11 Expiration Date: 06/25/2011 Approval Date: 01/04/2007 Page 1 Stormwise Production, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01 -0502 DRAWINGS Drawing No. 01-800, prepared by Knezevich & Associates, Inc., titled Accordion Shutter", dated July 23, 1996, last revision #6 dated June 10, 1 through 6 of 6, signed and sealed by V. J Knezevich, P.E. B. TESTS 1. See Association's generic approval # 99 - 0036. C. CALCULATIONS 1. See Asso'ciation's generic approval It 99 - 0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval # 99 -0036. E. STATEMENTS 1. Release letter issued by the Ili -Tech Shutter Group, Inc., dated April 28, 2001, certifying this product to meet the criteria of product tested and approved, and allowing Stormwise Concepts, Inc. to use the test results approved under Miami - Dade County Approval No. 99 -0036, signed by Mr. Frank Cornelius. 2. Acknowledgment letter. by Stormwise Concepts, Inc., dated Februaiy 1 2001, signed by Mr. Camilo Diaz. 3. Letter by Knezevich & Associates, Inc., dated April 27, 2001, certifying that the drawing (No. 01 -800) prepared for Stormwise Concepts, Inc., signed and sealed by V. J. Knezevich, P,E., is engineering wise identical to Hi -Tech Shutter Group, Inc., Association generic drawing (No. 96 -168). 4. Acceptance Letter issued to Mr. Camilo Diaz on June 7, 2001 and returnee/ signed by Mr. Camilo Diaz on June 11, 2001,'4ndicating to please issue the p,' posed Notice of Acceptance as submitted and reviewed. [. A. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0520.04 A. DRAWINGS 1. See NOA 02 0520.04 B. TESTS I. See NOA 01 0502.06 C. CALCULATIONS 1. See NOA 01 0502.06 D. MATERIAL CERTIFICATIONS% • • • • • .. • • • 1. See NOA 01- 0502.06 • •• ••• ; • • • • • ••• • • • .• •• ••• •• . • •• • • • • • • • • • • : • • • • • • • • • ••, • • • • • • •• • • • • • • • . • • • • • E- 1 81• • • • • • •• • • • • • • •• • • • • • • • • • •0• • • •• • • • • • • • ; • .06 "SW/mg/lard 1999. shees elmy A. Makar, P.E., M.S. Product Control Examiner NOA No 06- 1026.11 Expiration Date: 06r25/2011 Approval Date: 01/04/2007 Stormwise Production, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. STATEMENTS 1. See NOA 01- 0502.06 F. OTHER 1. See NOA 01- 0502.06 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0923.02 A. DRAWINGS 1. Drawing No. 03 -812, titled "Stormguard Accordion Shutter ", sheets 1 through .7 01 prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1.. See Association's generic approval It 02 -0799. C. CALCULATIONS 1. See Association's generic approval # 02- 0799. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office_ E. MATERIAL CERTIFICATIONS 1. See Association's generic approval # 02 -0799. F. STATEMENTS 1. Letter by Knezevich & Associates, Inc., dated July 2, 2003, certifiiing that the drawing (No. 03 -812) prepared fin Stormwise Solutions, Inc., signed and sealed by V. J. Knezevich, .P.E., is engineering wise identical to Iii -Tech Shutter Group, Inc., Association generic drawing (No. 02 -458). 4. EVIDENCE SUBMITTED UNDER PREVI(Ths APPROVAL # 05- 1201.01 A. DRAWINGS 1 Drawing No. 05 -563, titled "Stormguard Accordion Shutter", sheets 1 through 7 at prepared by Thornton- Tomasetti Group„ dated September 14, 2005, last )v1451011 dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. See Association 's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE .•• • • • • • • • • • • 1. By Miami -Dade C'ount n node S:AQtj4tlltipce Office. •• •.: .• • • • : • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • E -2 • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• 0 0 • •• • • • • • • • • • 000 • • '.`..al , .�r y A. Makar, P.E., M.S. Product Control Examiner NOA No 06-11)26.11 Expiration Date: 06/25/2011 Approval Date: 0110,1/2007 Stormwise Production, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Release letter issued by the Ili -Tech Shutter Group, Inc., dated' November 02, 2005, certifying this product to meet the criteria of product tested and approved, and allowing Stormwise Solutions, Inc. to use the test results approved under Miami -Dade County Approval No. 05 -0321, signed by Mr. Frank Cornelius 2. Acknowledgment letter by Stormwise Solutions, Inc. dated November 23, 2005, signed by Mr. Camilo Diaz. 3. Letter by Thornton - Tomasetti Group, dated November 02, 2005, certifying that the drawing (No. 05 -563) prepared for Stormwise Solutions, Inc., signed and sealed by Mr. V. J. Knezevich, P. E., is engineering wise identical to Hi .Tech 's generic drawing (No.05 -509). 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 - 563, titled "Stormguard Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton Tomasetti, dated September 14, 2005, last revision #i0 dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS F. 1. E - 3 1. See Association's generic approval under 05 -0321. STATEMENTS Letter by Stormwise Production, Inc. dated October 19, 2006, signed by Al,. Camilo Diaz, requesting to change the address on his NOA. 2. Letter by Thornton - Tomasetti Group, dated October 04, 2006, certifying that the drawing (No. 05 -563) prepared for Stormwise Production, Inc., signed and sealed by V 1 Knezevich, P.E., is engineering wise identical to Hi- Tech's ireneric drawing (No. 05 -509). • - • ••• • •• • • • • • • • • • • . • ••• • • • • • • •• • • • • • • •� • • • • • • • • • • • • • • •• • ••• • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• .. • • • •• • • my A. Makar, P.E., M.S. Product Control Examiner NOA No 04- 1026.11 Expiration Date: O6I25/201 Approval Date: 011W-1/2007 0 I 1.193" 2.420" 966" .875",75i/' Ia .048 17. rt 2 447 fi n7- (7 \HEADER-WALL MOUNTED \Z SCALE HALF SIZE 3.993• O S A C D " SIZE • • O • 7 '1* •. • :Is 2" • • I v4 - .107" 01 ti 'OW (Z BUILD-OUT WALL HEADER "---• SILL-WALL MOUNTED SCALE HALF SIZE L_ HALF SIZE .048" MAX. • 17 1 7.483 ' -L 945" 42 _01 0 17 : W4 90' in r4 rt1 I t2- 15TYP-21 - il+2 V : 'r ! 2'T 2J I ;I 1 • , 1 T 41; . 21 4 .620" 7 775" 7 RE119" ! i 41t447 ;0 4- m z ior • • .060 CENTER MATE 1 SCALE, HALF SIZE 2.95i." 2 795" r --- .8» ANG t3 0 8* :41"- & .060" 3.245" 3 049' • 8060' .1 w 61 CENTER MAT ALF SIZE TOP BOMA THERDILDVD (.7, ROLLER ASSEMBLY 4 BUSHINGS SCALE MAO SIZE "SCALE. FULL SIZE ADJ. SILL-TOP (Z)ADJ. SILL-BOT. SCALE. MALE SIZE SCALE. HALF srzg CENTER MATE 1 \•:_'7,/ SCALE: HALP SIZE ..uc 1400" O INSERT s5a..E. KAU. SIZE 1.533" ('01 920(440 ROM ALTERNATIVE • ADJ. SILL-BOT. SCALE PALF SIZE "TM C FIAT END SLAT SCALE HALF SIZE .050' .025 1.250" i END SLAT SCALE. HALF SI7i OOOOO • OOOOO .960" 7' , • . • , ■ • r • k - -I .'''' 1 9 a - • 7 • ameguirizra; • 0060" '' 1 'Az : +,.52S... 1. • .S9.• itt 4 s,1 6 ,ezov TS REPRE*6 A M A SHUTTER SYSTEM ANALYZED WITH SSUA ECE CIII ACCEPTANCE INDAI BY 7 1 • ,,,,,, i ngnia . E . • P CON OL VISIMI FOR THE FLORIDA BUILDING •••••• . .095 k 0..VERIFY, THAT T HE ANCHORS AS TESTED4RE NOT OVERSTRESSED IN TliESE O , • ..,21___,r .2.50" ' '' .44.2=•H-, .942" 1 • •••' F MROVAL DOCIIIMEA 40 INCREASE IS a ;ABLE STRESS WAS USED IN THE . I I ARE .. " t FASTENER AIIIKYms. • 1.391" l 6 S SSE , ..IWIZE.IrtilcIL.D. IN 11 - : 9 DA THE 64111 AND NEGATIPEW&LIADS TO USE WHEN REFERENCING .... ,... B IOD CODE 2006 A DIRECTIONAL Ve4CiCE 9F Ed =OAS SHALL 45 USED. ‚9, g‘e T Ai • A agsmtim Datar AN im .. e • 5. WITH CHAPTER 61515-23 INCLUDE INFORMATION t • .6 61:10tIFIDVITAVEVIIWPWITSODAREE SIVAML ND HEREIN AND OHE CONTRACTOR VERIFINTA T. SK HE COSTING STRUCTURE DOES .-- - r STAINLESS STE 43, '02_, 0.3.25Le rr 4.14D r THE CONTRACTOR 8 tir DEVIA -•• 71 TE wit% OR MATERIAL PROP! THE STRUCTURAL SUBSTRATES ' . ASSEMBLY 320"0 HOLE .."' T. ANY MODIPICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID • 77: THE APPROVAL MICUMENTS. o mm94_ NYLON WHEEL , , ' 172-* . VI g222.... 50 IL . MIEN THE SITE CEINVITIONS DEVIATE PROM THESE APPROVAL DOCUMENTS, THE RIVETED L. , 1 BUILDING OPPICIAL MAY ELECT ONE OF THE POLL M -0M OPTIONS, en t 1 . 5 IN , • PLACE , • .1 , :4 j r P,TrA .7' • Al REDUCE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNEE 1100' 1 .251' -.J. ,DATED AND i -- , GRAN11NG . . ' 1 !, SEALENY A UCENSED Ale IFY THE DEVIAMPLV SI4ALL BE SUIT31,0*B"ITT141. .4 PROD ENGINEER FOR REVIEW AS A COMMON TO THE BUILDING OFFICIAL I 23', i.iiife HISIFIER APPROVAJ- 4 g:rm. 5" 1*.__JA_1,X. IC RESUME THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED pos, AND :i SECURED FROM THE MASI-DADE COUNTY PFIODUCT CONTROL DIVISION I ril R .... ' ono: o zwlir MI, Ts.E.a..y r O r PTIEIN "19 BO 111ND SCALE, HALP SIZE ...' .2 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS. .," STORMIER MOULMEIN CC 2.373- .472" 1•13. nc•"-- .360H1g559 $680" •". HURRICANE PROTECTIML le" DP CEP LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE F ._51,1 ,... /i■-..612" 0.0. t ;Aim 0 ot ,EM ......., R - 4 .3 . 5 2 7., R 01 * 1 ALL2,. M. AI I TERS SH : HAVE A LOCKING ME_DIAMSM AT CENTER OR SCE CLOSUFIE IS PKE 'Jr r , q•T wif,...SMIT- , r•TAA6 sw,rmER EXTRUSIONS SHOWN SNAU. BE 6040-76 AUJMUSUM ALLEY .40.7.. - I- g.; -) ; \. n . i .„.,.„. 4,, , ,- .31'9 R I , _ ...., ,,..................„; .. - . n. n. i • S. 100 /.492 BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS' REQUIRE 1 1.3511" I 500" rT7-71:41 4.6.2.t..5 ,,,_.... r w 5 ..20D" 5 e.r:o7,6b5.5e,EO:5:0::: - :.,..ZOD5 4 111- 1-4 52-t• '' ;42 4 , -1.1r • ...-,- - ., ,:- • - -2:-.0.77i..,:, I 17. ALL SCREWS AND BOLTS TO BE 2024-T4 ALUMINUM ALL_OY STAINLESS STEEL 69..,..-7 - OR GALVANIZED_ STEEL WITH A MINIMUM TENSILE STRENGTM OF 60 14S.1, 19.0J(. AD `.315" rt . , . POP RIVETS TO se 3/16.P, $052 ALUM. ALLOY, U.O.N. 15 - 1 r”.kg-f4"`"' )4 /ZOn‹: 7.1, CENTER MATE 2 (E/ LOCKING ROD) V,..SCALE■ MALI' SIZE 7 R17. 1.688" 1115" 1 MP MCC ST. -7:i MS EMEL SCALE■ riALF . _ %. FLOOR TRACKS hAY BE REMOVABLE *7 0100-574541(10 LOCATIONS. USE 4545 459.4 ANCHOrD SUCH AS powpts CALK i4 ANCHORS. liaocov.F.f: SILL. LOCKING A0,It4 ALIGNMENT INSIDE 'in .SYSTEPI IS PATENTED WITH THE U.S. PATENT AND TRADEMARK e . Loctufg6 cur ENT N5.. E,75:4270. /Th PLOCEr MaribriED ellri/SNING (NYLON) c'd r DEZE DEALE MAL' ar'-Z 1D.LE m SHIM (RVL09:11 322g 6 : C AS NOTED rwr. 05-563 ! .m.1, X E F FORA g ABLE ••••• • • • t • • •.••• • •••• • ••• E 0 00 TYPI ELEVATION N.TS BOTTOM TRACK o\ • �• • • •••• = FASTENER 24" D.C. • ISEE ANC SC,,EDULE ANCHO LL • •• II 1 • t � im • ..& ARM ANZSM ATT • OR SIDE OF SHUTTER. •• COCK MAY BE INSTALLED ON INSIDE OR OUT S OF SHUTTER PLAN NEW VARIES - NO LIMIT SECTION TOP TRACK L--LOCKING MECHANISM CAN BE 18 18" ABOVE ORBE ENERAL NOTE 10) / TYPICAL PLAN VIEW P. a- 3 MIN. SAE FASTENER SCHEDULE 1_1/2' MAX. •( FRyy .y S yGLASS (SEE SCHEDULE • �IEET I. DISTANCE TO BE MEAT EO FROM BACK OF , R BLADE OR FROM • •I INS DE• LE WHEN MOUNTED • • • • " • �g (�E CLgS / E L" "_" U R F 1" x 1" x 1 /81" ALUM. ANGLE W/ 3/16 "0 POP RIVETS @ 6' D.C. OPTIONAL 101NT BETWEEN DRILL 5/8 "0 HOLE FROM,-, LE AND REMOVABLE OF EXTRUSION ; EM O A B BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TS'*.; SEC71II3 S REidlo 'Anr r FLOOD 'MAO; DETAIL USED wan PPS V AID LOCKING PIN rAL P 1 FASTENER 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHORI. SSE BLY PTIONAL , ACCESS HOLE / STRUCTURE / SEE SECTION B ON SHEE- POP CDMPLf E INFORMA -1D4 CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING - SINGLE ARM LOCKING MECHANISM AT 'ENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2-1/4" INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. [SINGLE ARM LOCKING MECHANISM SIDE OF SHUTTER. AT CENTER I LOCK MAY BE INSTALLED ON 2 -1/4'1 INSIDE OR OUTSIDE OF SHUTTER {. SINGLE ARM LOCK N.T.S. 2 MIN. EI Y/ 7 tANDLEUR/ 12 y=am 1 18 ' -4_ AIMMrikIWZBI 13 S� n�f d 0 TM 8 17) EXISTING j GLASS—. (TYP.1 6 -1/2" 6 - MIN. SHUTTER SEPARATION FROM GLASS. ISEE SCHEDULE .- FASTENER 24" O.C. SHEET 51. DISTANCE TO BE ISEE ANCHOR SCHEDULE MEASURED FROM BACK OF FOR ANY ACCEPTABLE SHUTTER BLADE OR FROM ANCHOR), HANDLE WHEN MOUNTED INSIDE.. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE. 3' - r - e' 4 M1N. S,EE FASTENER SCHEDULE 1 3 - / 1/2" " MAX. • Fat: Ina.' 1" x 1 ".x 1/8" 3/16 - • POP ti 101NT BETWEEN FIXED ABU AN: FIXED SiL: -NYLON HANDLE SU 8 REHACE LE AW OPTIONAL CLOSER HANDLE 8.T.& NYLON / HANDLE REPLACE MOB S/1GLE LOOP OPTIONAL CLOSER HANDLE N.T.S. SECttIIf: T Or T amtAL rismcwAELE FLOOR TPA C : f7ETAIL OPTIONAL PLAN VIEW SCALE. 3' • TA' ASSEMBLY EXISTING STRUCTURE 010 z 2" SMS. MANUFACTURED FROM •410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP, TOP & BOTTOM) 7 •10 x 3" SMS. MANUFACTURED FROM *410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 - 0 x .050' THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOMI SQREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE HALF SIZE ,,- OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE SEC'10N D0 SHEET P304 ..3l c 14F17R- 1=- C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ,--r.8118188 BUSHING 7/16" 0.0. X0.63' LONG NYLON M BUSHING 1 , 3/8' 0.0. x 0.90" LONG NYLON MEN BUSHING FASTENER 1(6� 24" 0.C. ISEE ANCHOR SCHEDULE 2 MI FOR ANY ACCEPTABLE "— ANCHOR 3'rS.4Sc� 14 IA ,06- to24.l1 II LOCKING H MECHANIS? ' AT SIDE X E F FORA g ABLE ••••• • • • t • • •.••• • •••• • ••• E 0 00 TYPI ELEVATION N.TS BOTTOM TRACK o\ • �• • • •••• = FASTENER 24" D.C. • ISEE ANC SC,,EDULE ANCHO LL • •• II 1 • t � im • ..& ARM ANZSM ATT • OR SIDE OF SHUTTER. •• COCK MAY BE INSTALLED ON INSIDE OR OUT S OF SHUTTER PLAN NEW VARIES - NO LIMIT SECTION TOP TRACK L--LOCKING MECHANISM CAN BE 18 18" ABOVE ORBE ENERAL NOTE 10) / TYPICAL PLAN VIEW P. a- 3 MIN. SAE FASTENER SCHEDULE 1_1/2' MAX. •( FRyy .y S yGLASS (SEE SCHEDULE • �IEET I. DISTANCE TO BE MEAT EO FROM BACK OF , R BLADE OR FROM • •I INS DE• LE WHEN MOUNTED • • • • " • �g (�E CLgS / E L" "_" U R F 1" x 1" x 1 /81" ALUM. ANGLE W/ 3/16 "0 POP RIVETS @ 6' D.C. OPTIONAL 101NT BETWEEN DRILL 5/8 "0 HOLE FROM,-, LE AND REMOVABLE OF EXTRUSION ; EM O A B BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TS'*.; SEC71II3 S REidlo 'Anr r FLOOD 'MAO; DETAIL USED wan PPS V AID LOCKING PIN rAL P 1 FASTENER 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHORI. SSE BLY PTIONAL , ACCESS HOLE / STRUCTURE / SEE SECTION B ON SHEE- POP CDMPLf E INFORMA -1D4 CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING - SINGLE ARM LOCKING MECHANISM AT 'ENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2-1/4" INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. [SINGLE ARM LOCKING MECHANISM SIDE OF SHUTTER. AT CENTER I LOCK MAY BE INSTALLED ON 2 -1/4'1 INSIDE OR OUTSIDE OF SHUTTER {. SINGLE ARM LOCK N.T.S. 2 MIN. EI Y/ 7 tANDLEUR/ 12 y=am 1 18 ' -4_ AIMMrikIWZBI 13 S� n�f d 0 TM 8 17) EXISTING j GLASS—. (TYP.1 6 -1/2" 6 - MIN. SHUTTER SEPARATION FROM GLASS. ISEE SCHEDULE .- FASTENER 24" O.C. SHEET 51. DISTANCE TO BE ISEE ANCHOR SCHEDULE MEASURED FROM BACK OF FOR ANY ACCEPTABLE SHUTTER BLADE OR FROM ANCHOR), HANDLE WHEN MOUNTED INSIDE.. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE. 3' - r - e' 4 M1N. S,EE FASTENER SCHEDULE 1 3 - / 1/2" " MAX. • Fat: Ina.' 1" x 1 ".x 1/8" 3/16 - • POP ti 101NT BETWEEN FIXED ABU AN: FIXED SiL: -NYLON HANDLE SU 8 REHACE LE AW OPTIONAL CLOSER HANDLE 8.T.& NYLON / HANDLE REPLACE MOB S/1GLE LOOP OPTIONAL CLOSER HANDLE N.T.S. SECttIIf: T Or T amtAL rismcwAELE FLOOR TPA C : f7ETAIL OPTIONAL PLAN VIEW SCALE. 3' • TA' ASSEMBLY EXISTING STRUCTURE 010 z 2" SMS. MANUFACTURED FROM •410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP, TOP & BOTTOM) 7 •10 x 3" SMS. MANUFACTURED FROM *410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 - 0 x .050' THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOMI SQREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE HALF SIZE ,,- OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE SEC'10N D0 SHEET P304 ..3l c 14F17R- 1=- C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ,--r.8118188 BUSHING 7/16" 0.0. X0.63' LONG NYLON M BUSHING 1 , 3/8' 0.0. x 0.90" LONG NYLON MEN BUSHING FASTENER 1(6� 24" 0.C. ISEE ANCHOR SCHEDULE 2 MI FOR ANY ACCEPTABLE "— ANCHOR 3'rS.4Sc� 14 IA ,06- to24.l1 I N a 1 -• 0 • L! • • 4I • c •• • g •�••I• ll •- • f •• s a i O i Q • 0 SEE TABLE 2 • WALL MOUNT SECTION tAr• -•'• /2" �O•• / • 1 • • N� LTWO S MACHINE 1/4.20 • OLTSi •••• W/ NUT OR 4114 TEK SCREW t 12" O.C. (TYP., TOP & BOTTOM) SEE TABLE 2 9 -3/16" MAX. rALT. ANGLE LEG DIRECTION. / REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT 00 NOT EXCEED 6 SPA NG I1 -111 CONT EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 7 REF RENCE R SCHEDULE FOR MAX. SPACING - ROLLER ASSEMBLY 5 1/2" TYP. EVERY OTHER PIN 1/ L �• C2 CONNECTION TYPE REFEREE F IR M&X. • S P A CING • • • B" MAX.. • • • • �p •5 �y • OR OD TUii�SE�IV / ♦ Q SCHEDULE, TYP. • • r - C3 CWNECTIONiYPE • T 1/2 1/ I 1/2 w �, :tor - COIF E.MBEC. 1/4" MAX. •i•TERENC6 FOR AN SPACING ACING yyppyy•• S FTAR. BUT ¢�O_NQ • - EXCEED 6" SPIRIFM•• 1/4 -20 MACHINE BOLT W/ 11 CONT, ••� �QNT / NUT Cd 12" O.C. (TYP., TOP 5 8" TROLLER ASSEMBLY ' 6 +r 1/2 "/ TYP. EVERY OTHER PIN �1w 1/r 5/6° MAX. 1/2 NOTF: FIA 6CTTOM M US 0I.f T T TOP. QETAIL l T' BE ED A BU -OUT r-c` OUNT SECTIEM , SC : 3' = M aly� G( 5556 TABLE 2 • OR DOO LU • 3/16 "0 POP RIVET i- OR 4112 TEK SCREW • (B 6° D.C. (TYP.) 8, l5 X ASSEMBLY a w 1"xrx1/8" w ALUM. ANGLE W/ 3/16 "0 POP 1/ MAX.- RIVETS p 6" 0.C. OPTIONAL FASTENER LOCATION N LIEU OF ANGLE SUPPORT - STAGGER REEF RENCE R- \' C3 CONNECTION T YP E CENTER SCHEDULE FOR MAX 1/2 REFERENCE ANCHOR SPACING r , F0116 ¢ SCHEDULE E FOR MAX. en�c n,eT SP & BO TOM) n 1/4" MAX —t� $ _m t-H 3r. 8Lp � OR D tr Xyr Q ,9 Xx 1 04 1/4" MAX.— EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. m ac t ® CEILING/INSIDE MOUNT SECTION B SCALE 3' EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE r� ANCHOR SCHEDULE. TYP. EMB 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING w z X a SEE TABLE 2 -1/4" MAX. EDGE i z: DIST. -' z J GG(�p �° 6R DO a+- en 3/16"0 POP RIVET (d 6" 0 C. ITYP.) -1/4" MAX W 1" EXISTING CONCRETE, MASONRY DR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EXISTING WD00 TRUSS OR RAFTER p.24" MAX. 0.0 EXISTING WOOD OR STUCCO FINISH MATERIAL /- C1 CONNECTION TYPE . REFERENCE ANCHOR / SCHEDULE FOR MAX. SPACING r @TYP. TOP & BOTTOM 11/2" / • 1 /7- 1 6U9 otn MOUNT _ECIT3W 1/4" MAX 1/4" MAX.- 1/2" — .° : NNEcT10N TY 6 REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/6" MAX. 5EE TABLE 2 3 -3/4" MA —tlil CONT. - FOR LARGER SPANS USE TWO 2" x 5" AL. ANGLES h 15 SCHEDULE 1 TYPE LY C2 CONNECTION TYPE 1\ �� REFERENCE ANCHOR j REFERENCE ANC TypE SCHEDULE OR SPACING BUT D \ O NOT g _ TYP ? TOP & OTTOM BE SCHEDULE FOR MAX. ELIT 2" G-)' . ) j . SPACING /-- 1/4 -20 MA CHN BOL -1/ T W S / PAC N _ I \\--� �! L_- �.�-.. YP __ " O.C. (TYP., TOP \ ''�55I 1/2" BO UT TO12MI w!- to MAX. 1 z a."- a 6,., a m N ri 7aj XEu <E.. S C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1) E TWO LARGER 2 Fx 5" AL . G LE S (SEE SCHEDULE 1 TYPE 6) /8" MAX ® BUILD - OUT MOUNT SECTION SCALE, 3 - ° 1'-4" 1f2" 3" 1/2." *14 SMS (B 24" 0.C. MAX. IN BETWEEN TRUSSES SEE TABLE 2 EMBED. EXISTING CONCRETE, MASONRY/ OR WOOD STRUCTURE. SEE ANCHOF. SCHEDULE, TYP. 1/4" MAX. N p TOP & BOTTOM w ® BUILD -OUT MOUNT SECTION D SCALE. 3' . 7-0" 4" x 1/8" 6063 -T6 ALUM CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG o f SCREWS WITH 2 -3/4° wr MINIMUM THREADED � � PENETR. "T" IN WOOD W EACH RAFTER OF TRUSS, x"' 24" 0.C. MAX. WHERE PLATE ETENDS a BEYOND LAST TRUSS, EXTEND PLATE TO NEXT • f t 1/2" MAX.- TRUSS ■ ∎MAX. At 1 ■ Z alp 0. 1 5 a7 { - 1/ 4" MAX. 16 WOO1 SO(T / fel FLOOR MOUNT SECTION C4 CONNECTION TYPE REFERENCE ANCHOR E FOR MAX. EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 1/4" MAX- —t z a m W �N 1/4" MAX.- C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE CIG BUT DO NOT EXCEED 8 -1/2" SPACING 5/8" MAX. f t •) . i afl 9501'6 2a.: ' 6 OZ ^ N .y. 7 r "o/l 3gOC'3 E411= `6 "'"L LASSOES TWO 3/8"0 POWERS CALK -IN (5 3-3/4' O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FL 3" O:C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" ANGL DIST. IN EACH EXISTING STRUCTURE -- N \ \ TWO 3/8 "0 POWERS CALK - IN (5 3 - 3/4" 0.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE 3" 0.C. W/ 1 -3/4•' EMBEDMENT & 2 -1/2' ANGL DIST. IN EACH ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION • 2 "xS•• ' Tw a .125" • T-2 >_ .125" •• • • 2 "x B" Tw = .072" • 1 .224 • • • 2" x 9" • Tw = .072" ,f .224• • • SHUTTER SP • Wirt • 8 -0^ tp�0" • S i0 i BEAM SPAN • 5• -OP 8• -0" V -5" • 8•-1* 7' -6" • 5•_0• 14. -� 10' - 4'• t - �• • g �i 12. -5- 10'-0•' 11• - ••• • • • fl • ••• .••. 1--7 • •••• ��S5T��yyGG �� •. Fr1 5Xi R1T .I9E / AZ-L1 5/8" MAX. 2" x 3" x 1/4" / 6063 -T6 ALUM. ANGLE DETNIS�V7) & -1%4" - THREE -1/4 "0 THRU BOLTS r 1' MIN. / -ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 20 SS. MACHINE SCREW & NUT al 12" 0.C. USE THRU BOLT OR ACCESS MOLE AS 1 SHOWN IN DETAIL r1/4' MAX. (MAX. DESIGN LOAD • 72 PSF) TOP SUPPORT BEAM DETAIL • H SCA.E 3" - 1•-0" • • NOT 1. USE BEA SCHEDpULE FOR DETAILS IAND(). • • •••• • •• • • ••• • ••• ME TABLE 2 •• ••• • •• • • • • • 6 .C r1 -1%4' ‘ ,11:1E-J.; AS EMBL `••• . & 5 OR. 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM .OF SUPPORT TO fL OF SUPPORT. Tw ACCES HOLE- - ;0>.. F.LJ`1 ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION 11" MIN. (WAX. DESIGK LOADr 72 P3F) " } BmTc1r9 SUPPORT BEAM DETAIL 4 4 ALI cc O. E� vi Q W - to S W W 7 MIZE X' Wi° V1 3/16 '0 POP RIVET OR *12 TEK SCREW CM 6' 0.C. -AL BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 5S. MACHINE SCREW & NUT 18 12" 0.C. PROVIDE 1'0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL SCALE , 3"" 1• Cr DRILL 5/16 "0 /1 HOLE 1.00' 1 1� 150" 3.dr / -- DRILL 7/16"0 HOLE �— DRILL 5/16'0 HOLE 1.13" ANGLE DETAIL USING CALK-IN ANCHOR 3.00" 3.00' 3.00" L00' S /8' MAX. -I-+ O ANGLE DETAIL USING CRETE -FLEX ANCHOR SCA F 13'n 1'- 0" PLY1dt0D ANC / ST UCCC FINISH — 5/8" MAX. �---' X L a Z 0 C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4' MAX. OPTIONAL LOCATIO CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SP ACING CEIUNG/INSIDE MOUNT SECTION FOR WOOD PLATE USE 1/4 "0 L SCALE 3 - - 1--a- S.S. LAG SCREW W/ 1-3/4" PENETRATION INTO WOOD PLATE C8 12" O.C. —TWO 1/4'0 S.S. LAG SCREW R 24' C.0 MAX. WY ; -3 / 't• PENETRATION IN CENTER OF STUDS ` - 2" x 6" P.T. WOOD PLATE *la: DESIGN LOAo" 75 955 ( MOUNT SECTION - LFSTt11r 2' x 6' F.T. WOO.: PLATE PLYWOOD AND / STUCCO FINISH GL 599 TABLE Medal 3/16 "0 POP RIVET OR 4112 TEK SCREW (21 6" D.C. ITYP.I SSEMBLY 7/4" MAX. 1/4 -20 S.S. MACHINE SCREW & NUT 12" O.C. PROVIDE 1'0 ACCESS HOLE p BACK SIDE FOR FASTENING L- TWO 1/4 "0 S.S. LAG SCREW.((8� 24" O.C. MAX. W/ 1 -3/4" PENTR. 'IN CENTER OF STUDS —1" x 3" x 1 /0" OR 1 "x4 "x1/8" 6063 -T6 ALUM. TUBE (MAX DESIGN LOAD* 72 P59) O WALL 3" = MOUNT 1'-0" SECTION - USING ALUM. TUBE cra, a, EX /STING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. ; EO:EQ " \ r ■ r ; 3/16 " 0 POP RIVET (0 6 O.G ITYP.) MAX. _ n 1 titiP'_z /8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX cc Q40 W mac Na n a ZI N aC.- !aZb.j 1 I 2.50" 3.00' 3.00 1 250" mac- TWO 3/8"0 POWERS CALK -IN (5 3-3/4' O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FL 3" O:C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" ANGL DIST. IN EACH EXISTING STRUCTURE -- N \ \ TWO 3/8 "0 POWERS CALK - IN (5 3 - 3/4" 0.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE 3" 0.C. W/ 1 -3/4•' EMBEDMENT & 2 -1/2' ANGL DIST. IN EACH ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION • 2 "xS•• ' Tw a .125" • T-2 >_ .125" •• • • 2 "x B" Tw = .072" • 1 .224 • • • 2" x 9" • Tw = .072" ,f .224• • • SHUTTER SP • Wirt • 8 -0^ tp�0" • S i0 i BEAM SPAN • 5• -OP 8• -0" V -5" • 8•-1* 7' -6" • 5•_0• 14. -� 10' - 4'• t - �• • g �i 12. -5- 10'-0•' 11• - ••• • • • fl • ••• .••. 1--7 • •••• ��S5T��yyGG �� •. Fr1 5Xi R1T .I9E / AZ-L1 5/8" MAX. 2" x 3" x 1/4" / 6063 -T6 ALUM. ANGLE DETNIS�V7) & -1%4" - THREE -1/4 "0 THRU BOLTS r 1' MIN. / -ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 20 SS. MACHINE SCREW & NUT al 12" 0.C. USE THRU BOLT OR ACCESS MOLE AS 1 SHOWN IN DETAIL r1/4' MAX. (MAX. DESIGN LOAD • 72 PSF) TOP SUPPORT BEAM DETAIL • H SCA.E 3" - 1•-0" • • NOT 1. USE BEA SCHEDpULE FOR DETAILS IAND(). • • •••• • •• • • ••• • ••• ME TABLE 2 •• ••• • •• • • • • • 6 .C r1 -1%4' ‘ ,11:1E-J.; AS EMBL `••• . & 5 OR. 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM .OF SUPPORT TO fL OF SUPPORT. Tw ACCES HOLE- - ;0>.. F.LJ`1 ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION 11" MIN. (WAX. DESIGK LOADr 72 P3F) " } BmTc1r9 SUPPORT BEAM DETAIL 4 4 ALI cc O. E� vi Q W - to S W W 7 MIZE X' Wi° V1 3/16 '0 POP RIVET OR *12 TEK SCREW CM 6' 0.C. -AL BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 5S. MACHINE SCREW & NUT 18 12" 0.C. PROVIDE 1'0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL SCALE , 3"" 1• Cr DRILL 5/16 "0 /1 HOLE 1.00' 1 1� 150" 3.dr / -- DRILL 7/16"0 HOLE �— DRILL 5/16'0 HOLE 1.13" ANGLE DETAIL USING CALK-IN ANCHOR 3.00" 3.00' 3.00" L00' S /8' MAX. -I-+ O ANGLE DETAIL USING CRETE -FLEX ANCHOR SCA F 13'n 1'- 0" PLY1dt0D ANC / ST UCCC FINISH — 5/8" MAX. �---' X L a Z 0 C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4' MAX. OPTIONAL LOCATIO CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SP ACING CEIUNG/INSIDE MOUNT SECTION FOR WOOD PLATE USE 1/4 "0 L SCALE 3 - - 1--a- S.S. LAG SCREW W/ 1-3/4" PENETRATION INTO WOOD PLATE C8 12" O.C. —TWO 1/4'0 S.S. LAG SCREW R 24' C.0 MAX. WY ; -3 / 't• PENETRATION IN CENTER OF STUDS ` - 2" x 6" P.T. WOOD PLATE *la: DESIGN LOAo" 75 955 ( MOUNT SECTION - LFSTt11r 2' x 6' F.T. WOO.: PLATE PLYWOOD AND / STUCCO FINISH GL 599 TABLE Medal 3/16 "0 POP RIVET OR 4112 TEK SCREW (21 6" D.C. ITYP.I SSEMBLY 7/4" MAX. 1/4 -20 S.S. MACHINE SCREW & NUT 12" O.C. PROVIDE 1'0 ACCESS HOLE p BACK SIDE FOR FASTENING L- TWO 1/4 "0 S.S. LAG SCREW.((8� 24" O.C. MAX. W/ 1 -3/4" PENTR. 'IN CENTER OF STUDS —1" x 3" x 1 /0" OR 1 "x4 "x1/8" 6063 -T6 ALUM. TUBE (MAX DESIGN LOAD* 72 P59) O WALL 3" = MOUNT 1'-0" SECTION - USING ALUM. TUBE cra, a, EX /STING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. ; EO:EQ " \ r ■ r ; 3/16 " 0 POP RIVET (0 6 O.G ITYP.) MAX. _ n 1 titiP'_z /8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX cc Q40 W mac Na n a ZI N aC.- !aZb.j A MAXIMUM ALLOWABLE SPAN SCHEDULE 8 E NEG. 1 DESIGN - LOAD IPSF) TYPE A ALL MOUNTING CONDITIONSSINGLE EXCEpT CE © (FT - IN) DETAIL I C OR DETAIL ©W/ ANGLEREQUIRED REQUIRED 3 -3/4" MAX. B.O. IFT - IN1 DETAIL C DOUBLED ANGLE 3 -3/4" MAX. B.O. (FT - IN) ED DETAIL 0 9- 3/16" MAX. B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13- 1 11 -0 13 -1 11 -2 40.0 12- 11 10 -8 12 -5 10 -11 48.0 12 -4 9 -9 10 -4 10-0 57 12- 1 9 -4 9 -7 9 -7 556.0 - 11 11 - 11 9 - 0 9 - 011 9 - 0 • 9 - 3 61.5 11 - 7 8 - 7 5 - 8 - 10 63.3 11 -6 8 -6 , 8 -6 8 -8 66.8 10- 11 8 -3 8- 3 8 -5 67.5 10 -9 8 -3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9- 8 7 -8 7 -8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 6 - 6 -7 6 - • 91.4 8- 0 6- 3 6- 3 MEE 100.0 7- 3 5-9 5- 9 2 -7/8 110.0 6- 7 5- 2 5- 2 80.0 111.21311111111MAIIMMEMINI 120.0 6 - 1 4 -9 4 -9 130.0 5- 7 4 -5 4 -5 _ r .4. 140.0 5 -2 4 -1 4- 1 2 -7/8 150.0 4 - 10 3 - 1D 3 - 10 160.0 4 -6 3 -7 3 -7 170.0 4 -3 3 -4 3 -4 5 - 0 A MINIMUM SHUTTER SEPARATION FROM GLASS (IN) B 1 E 2 POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GI:AS$ FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 EISCIIIIIISEMIN 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5 /8 EOM 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 MEM 2 -7/8 8 - 0 MIEWM 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0®' 5- 0 2 -7/9 1 -1/2 7 - 0 2 -7/8 1 -5/8 2 -7 /B IIIINUM 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 CO 8 MEM 2 -7/8 1 -1/2 8- 0 - 0 11 - 0 2 -7/8 1-5/8 2 -7/8 1 -33/4 4 3 1 -3/4 11 - 8 3 -3/4 3 70.0 5.- 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 8 - 0 =RUM 1 -7/8 9 - 6 3 2 -1/4 MEE 3 2 -5/8 ®' 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 80.0 111.21311111111MAIIMMEMINI MEM 3 -1/8 3 -1/8 12 -1 4 4 5 - 0 2 -7/8 1 -1/2 . 7 - 0 2 -7/8 1 -3/4 90.0 IMENIIME01111© MEM 3 -3/8 3 -3/8 11 - 6 3 -7/8 0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 100.0 MIZEIIMMIZI:M© IIMMIIMIEMINIIMIESTIME 10 -3 3 3 0 0 0 •••• • • • • ALT. Q. Me DETAIL SCALE r• • . i x x 1 /B" .� • --�� . I a.�1 GL.E - 9. �} 3 *10 Tf' SCI'WS • OR 3- 3/16'0 ALUM OP R11•E•15{S'YP.) • ALUM 0 0 6063 -T6 ALLOY --- • • 2" MIN. FASTENER ANCHOR ANY � 24" O.0 E DULE) N OALT. I TAIL SCALE, FASTENER 24" O.C. ANCHOR NCHDRIN ANCHOR SCHEDULE) *10 x 1/2" GALVANIZED SMS OR 3/16'0 ALUM. POP RIVET ft 18" 0.C. • A, �1' x1 "x.055 "Lr x2 "x.055 "• 2" x 3" x .055 2" x 4" x .055" • • • • OR 2" x 5" x .125" AL. ANGLE •- ..�•. -L EACH I A N G LE (SEE ANCHOR 2 NEXT HIGHER LOADS LOAD OR LINEAR EAR TABULATED VALUES. E INTERPOLATION MAY 8E likit• SCHEDULE FOR ANY ACCEPTABLE USED TO DETERMINE ALLOWABLE SPANS. ANCHOR) • • • ••• • • r • • • • • • • • E ILiER CONDIT ION M BE TYPICAL • • •WW EITHER SIDE O CORNER CLOSURE DETAIL P SCALE= r *10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET Cd 18' 0.C. 1" x 1" x .055" • 1" x 2" x .055 "• 2 " "x.055 - • 2 "x4 "x.055" OR 2." x 5 x .125" AL. ANGLE *10 TEL( SCREW OR 3/16'0 ALUM. POP RIVET 15 24" 0.C. (TYP.) 1/4 -20 TRUSS HEAD BOLTS 8, NUTS W/ LOCK WASHERS Cm EXISTING STRUCTURE HALF 0K1 USE MACE OR FEMALE AS REQUIRED • (\ L CLOSURE DETAIL NOTES 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSIT)VE OE51GN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5I 0.062' THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY I1 /8" BELOW CONCRETE) ALTERNATE FLOOR 6NOU(.)T DE A7L. X u £ Ny 1/4" MAX. .:X!STINC, ST.CTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (i0 8 Q.C. ANY SCHEDULED FASTENER tS ACCEPTAELE In_. _ _. . ° ^CT • /( U i 1 AS NOTES JL � �I o PSC ii ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SP K U F , rn i W ANCHOR TYPE LOAD IW) P.S.F. MAX. (SEE FATE 1) MIN. Y EDGE DISTANCE _ MIN. 3' EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPP 7EIOSZI'P� (SEE NOTE 1) O (5EE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION C1 (SEE (2 TYPE NOTE 3) C3 C4105 CONNECTION TYPE (5EE NOTE 3 Ci1C21 C3IC4'C5 CONNECTION C1 (558 C2 18015 C3 TYPE 3) C4105 CONNECTION TYPE (SEE NOTE 3) C1' C2 C31 C41 C5 CONNECT1O5 TYPE (SEE 8018 3) C11C21(31(4105 NE CONNECTION TYPE (SEE NOTE 3) C11C7 C31C41 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3 CL CONNECTION TYPE (SEE N0TE3) C5 C11C2) C31 C41 C5 72 1 5 5, 1 ,. , 12 1 5 4 2 1 45.0 121212112 1212112 8 5 12 12 12 7 10!5 5 5:, 3 12.1212.12 9 1211212:10 6 12 12 12 9 5 11 6i6 :6 3 mum 11111 vi il� 57.0 12 1 12 ' 12 9 ; 6 12 72 12 6 4 11 9 10 6 1 3 8 ; 3 V / 4 % 1 3/A4../ 12 12 1211212.9 12 1 11 7 5 12 12 12 1 8 5 12 10 10 4 12 7 4 9 3 1 3 3 9 3;3 5 3 5;3 1/4 ^O ITW TAP00N W/ 1 -1/4• MIN. EMBEDMENT 0AN.3.100PS1 CONCRETE) 73.0 12 714 10 5!5 5 3 9 4 3 4i/ /8 11 6.6.6 4 4 5 105.0 10 5 1 5 5 1 3 8 3 '` 4 ✓/ 8 1I 3 / 4 12 . 8 1 3 j 4 f 111 11 1 6 6 6 3 9 3 3 1 5 3 9 3 3 5 3 9 3 3 5 3 170.0 8 3 V / 4 j 8 3 1" 4 / / 1 � 8 3 1, , 4 'i�, 8 1 3 / A 4 ✓ / 9 . 3 1 3 5, 3 9 3 3 1 5 3 9 3 3! 5 3 9 3 3 5 3 * r- 1/4.0 POWERS CALK -94 W / 7 /C EMBEDMENT 4 1/4-20 STAINLESS .TER. MACHINE SCREW NAN.DAN BBL 6T(5 45.0 12 12 :12 12 1 9 12 12 1 12 9 6 12 i 12 12 ! 8 16 121 9 9 5 4 12 1 12 12 12 ,12 72 12 12 1 12 10 12 12 112 12 9 12 11 11 9 6 57.0 12 12 12 10 1 7 12 12 !12 7 5 12 12 ', 12 6 1 4 12 ! 5 4 4 3 12 12 12 12 17 72 12 12 (12 8 12 12 12 10 7 12 6 6 7 5 73.0 12 12 12 8 1 5 12 9 1 9 5 4 121 6 1 6 5 3 12'.5 t 4 3 l2 12 72 12 8 72 T2 11 9 6 12 8 81 0 5 7Z 6 6 7 5 105.0 12 9 8 5 4 12 5 1 4 4 3 12 5 4 4 3 12 1 5 4 4 3 12 11 11 9 6 72 6 6 1 7 5 72 6 6 1 7 5 12 6 6 1 7∎ 5 170.0 72 5 4 4 3 12 5 1 4 4 3 12 5∎ 4 4 3 -- 12 5. 4 4 3 12 6 6 7 5 12 6 6, 7 5 12 1 6 6 1 7 5 12 6 6 1 7 1 5 45.0 12 1212 10 6 12.1212'7 1 4 72 12 12 6 4 8 4 4 4 7212 12;12 7 12 12 12 9 5 1211212' 8 4 9 5 5 5 31 ! --- 1 1 } - . 57 0 12 12 12 !' 8 5 10 10 10 5; 3 9 7 1 8 5 3 6 ' �� 3 12 12 12 10 6 12 12 12 7 4 10 1 8 9 6 3 7 4 / 1/4 P O W E R S T• •• 1 73.0 11 11 11 6 3 8 1 4 44 ' 1 ' 7 , 33 3 4 ' ' 6 / 33 1 2 1 2 1 2 7 4 9 5 5 5 3 8 1 3 3 ' : 4 1 / „ / 7 , , 4 V 105.0 8 i. 4 %V %�aII' 7) 3 . // 'Z 4 5 3 Ela 4 ( 7 / II AEre 4 /. 4 /,./ • 5 z 1 0 MIN. 630500N7 SDL 3.000 P31ri 0OlET13 17 0.0 6 3 / 6' !/ 3 7 7 6 M 4 V / , 7 1/ 12121212,7 MEW, �, 45.0 12 12 112 12 11121211212 121212!11 6 12 8 7 7! 1218 8 8 5 • ittalme 1 •• 1/4 ELCO MALE/ FEMALE PANELMATE' W/ • • • ••1/4 /9N. EMBEDMENT 1 -• 41/4-20 30A0985 11•• ••.•.^. 3.300PS1 CONOtr1F1 57.0 12 12 12 12. 8 12 12 12 9 6 12 12 ' 121 8 5 11 t 4 61 3 12! 12112112 9 12112 12 11, 6 12 12 12 10 6 121 t 4 7 4 �5. 73.0 12 12 112 1 10 1 6 12 8 8 1 7 4 12 5 5 1 6 4 11 L 4 6 1 3 1 12 1 12 12 12 , 7 12 8 8 8, 5 12 6 5 7 1 4 12 1 4 4 '1 105.0 12 7 1 7 1 7 ; 4 11 4 1 4 1 6 3 1 1 4 1 4 ; 6 3 11 4 4 6 3 12 8 7 8 5 12.4 4 7 4 72 L 4 7 4 12 1 4 4 7 170.0 11 1. 1 4 1 6 1 3 11 4 4 1 6 3 11 4 1 4 6 1 3 11 4 14 , 6 j 3 12 4 L 7 4 12; 4 4 7 L 12 j 4 4 7 . 121 4 4 7 4 •••• 5. 0 12 12 12 12 11 12 12 12 )12 7 12 12112 11 7 121 8. 8 71 12 12 12 12 12 12112 12 12 9 12 12 12 12 8 12 10 10 9 6 • • ••• it ^ cQ ON 1 •• •• F / • HIX TA ON W/ t EM • • I - Igyt _ /4' Ole;• 57.0 12 12 12 12 8 12 12 12 9 6 12 112 172 8 1 5 12 < 4 6 3 12 2 12 71 ������ 12 t2 12 7 12 10 7 5 7 4 2 12 12 10 6 12 8 8 1 7 4 T21 6 S 6 L 12 4 L 6 3 9C 12 2.12 8 12 10 9 6 12 8 ei 5 1 2 12 5 7 4 105.0 72 8 8 7 4 12 L 4 6 3 12 4 1 4 1 6 3 12 4 4 63 12 10 10 9 6 12 6 5 1 7 4 121 6 5 7 4 12 6 1 5 7 4. 170.0 12 4 1 4 6 3 12 4 4 6 3 12 4! 6 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 1 4 12 ; 6 5 7 4 12 6 1 5 7 4 • • 45.0 57.0 12 12 12 12 12 12 12 11 12 8 12 112 12112 12 12 12 9 7 6 12 12112,11 7 5 1121 12,8 4 8 4 7 8 4 3 12 12 12 12 12.12,12 12 12 11 12112 12112 12112 9 12 121 7 12112 12 12 8 7 12 10 1 1019 • • 114^8 ' 5-3 OIE7E FLEX W EEFIDED1 MµT (6B1R.3950 P.6.1. O1N17•IR 12 12 112 8 12112112 10 12 6 1 5 1 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 1 5 6 4 12 1 4 4 6 3 12 12 12 12 8 12 1 11 10 9 6 12 1 7 7 8 1 5 12 6 ! 5 1 7. 4 105.0 12 8 8 7 4 1 2 1 4 4 6 3 12 4 4 6 3 1 2 1 4 1 4 6 3 12 10 101 9 6 121 6 5) 7 4 121 6 5 1 7 4 12 6 5 1 7 1 4 170.0 12 4 4 6 1 3 12 I L 4 6 1 3 12 4 14 6 3 1 2 ? 4 4 1 6 3 72 6 5 1 7 4 12 1 6 5 7 1 4 12 1 5 1 7 4 72 6 1 5 1 7 1 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING. ((50481) REIKSIUMVAIIMMEgat. L OAD SPAR EXIST. STRUC. ANCHOR TYPE _ a L MIN. 314• EDGE DIST SPANS UP 70 (500 NO781) �4L1 (5EE NOTE1) UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) 1 C2 C C•1: c CONNECTKON TYPE (SEE NOTE 3) (11:2 := I C- 1 C5 C0NN8(7108 TYPE (SEMITE 3) (;IC :, . _ '- " CONNECTION TYPE (SEE NOTE 3) " C. _ -i_ DOOM F 5.C 72 '2 9 7 • 2 2'i: 6.5 12!1 12 . 9 c ) L i'd11fi11111 �{ ��••'''' . ® %1i 72 2 T 14 LAG LAG W / 7- W-3/4' 1416L THREAD G W 11 ,12 5 14 12 m; 6 -t t ' 4 1 7 12 `6 1 4 3 // 12 4 II .730 PA T '2N P EA 105.0 121 9 8 e :..f<j000IIrvARS 170.0 12 1 c 14 2 1 3 3 1' ,' 12 4 i 72 1 5 5, 1 ,. , 12 1 5 4 2 1 12 1 c r3 ' ..7 0 °• I1 o • '9 • 1 • ° 1 • 0 a 1 3I E • • O i • • • •••• • • •••• • • • • • • • • • •• •••• • • •••• • • • • • • ••• •••• • • • ••• SEE PAGE 7 FOR ANCHOR NOTES o z 0 O U U 0 0 0 VJ. Knezevich Nefesmlul En.. ttticm. •e33 Cfi 14 2006 NOTED. MCfiJ 5166614: Ga4TW 5- 581 • VII. ;1 _N✓L, etnasp tn. 05-563 urlee+ c er LOAD I MAIN. 2" EDGE DISTANCE NAN, r 50GE DISTANT EXIST. STRU( ANCHOR TYPE 1 = 5, tl 70 " 5' -9" (SEE NOTE 1 SPANS JP '0 9' -0" (SEE NOTE 1) OPANS .,P ',. 9 -0•• (SEE NOTE 1) ;P.4:15 -;. 7:1 3' -t• (SEE NOTE 1) ., ?697 •;.a 5 5' -8'• (SEE NOTE 1 ;PANS ..P 1 11 6 -0" (SEE NOTE 1 ;PANS LP ' 9' -0" (SEE NOTE 1 3 >4m5 .. a 1C 3'..1 (SW NOTE 1) CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) 011021031C4jC5 CONNECT401 TYPE CONNECTION TYPa CONNECTION TYPE CO 71E07(0M TYPE. CONNECTION TYPE CONNECTION TYPE (SHE C11C2 NOTE 3) 031(4 05 (SEE C1102 NOTE 3) 03104105 C1 (SEE NOTE 3) C2I C3 C41 CS C1 (SEE NOTE 3) 021(3,04 C5 Cl (SHE 02 NOTE 3 031[4 (SEE C5 01 C2 NOTE C3 3) C4 (SEE NOTE 3) 05 C11.C21 - 031C4 C5 HOLLOW CONCRETE BLOCK REIIIIE1113155IEN1U15111.I> 1/4Y ITW- TAPCON W/ 1 -1/4" MIN. EMBEDMENT 45.0 12 1 1 2 12 1 7 4 9 : 5 3 8 8 8 1 6 V S 3 1 3 1 3 ✓j 12 12 12 8 5 10 10 10 6 3 9 9 9 5 3 6 1 3, 1 3 ✓. 57.0. 10' S 3 EINIEMES �� 11 11 31 6 4 � 7 5 6 Y718i / 3 73.0 8 8 8 5 3 iiiNiii/�EENN�iiZ/I1ENI / /��� vi 105.0 I� ELO 4 yr TIM•02 5 33 3 3 /dorm��55 17 0.0 4 ', ildrOS/ 12112.12 i 3 ESEIZ W r �I ililiil��aiily./fir�Qli1D.e 121 8 1 5 12 12 �/�g/�/ 12' 7 /�� /� 3 �//p *Ali ��'"'°° POWERS WERS CALK- IN W/ 7/0" EMeEM@NT 1/4-20 1/4-20 L 20 E35 STEEL MACHINE HINH S SCREW 65.0 '12 12 121 7 1 5 11171 11 5 3 10 10 101 4 M 12 7 12 12 4 8 4 4 5 57.0 12 12 12 1 5 4 r4 12 12 1 9 5 11 71 11 16 ' 4 10 8 9 5 3 7 n 73.0 10 10 ; 4 1 3 7 1 4 3MES EN 12 7' • 9 5 4 5 8 3+ 3 4 /' . 105.0 ��DNE'I,�Ei�� !`!` 121 !! 12 7 '.5 I 33 4 ✓ cro 3 3 ffs 170.0 � YIM �/����y��/� Atirill 3 , 45.0 12 12 12 7 6 8 3 9 5 3 7' 7 7 4 ' 9 5 •I 3 5 mom 12 112 12 10 9 5 9 7 4 �I 00 6 1 3 8 8 8 5 3 66 3 I// . � - � 57 0 0 999 6 6 6 4 // rirAra 10 10 C V 4•8 POWERS ////4- 01Aw /t -1/e' MN. 0948EO4ENT 73. MEMO I � 3 i 5 3 � 3 , ' • ' ' '4 4 Y • /LIB 8* 8 8 ■ 3 3 Ai � V � � ' I / � L j�/� N � ��/�// �y�j 1119AMI iY � F/ 7/� 105.0 irar el _, " ' /. . 4 4 : • . A Y I � 5 3 3 13 ( ,/ T/1 1 70.0 4 / , / t Y ✓ '/ " : / t ✓ 4. 3 4 A 3 4 > / m 1 /4• E MALE/ FEMALE 'PANEL/PATE' W/ 1 -1/4 MO! EMBEDMENT L V4-20 MAQONP SCREW WITH NUT 45.0 12 112 12 9 1 5 12 1 2 1 12 1 6 4 1 1 . 1 1 . 71 , 5 1 3 8 4 4 3 6 1 * ✓ %�13 6 3 I / 4 / 12 12 12 12 12 12 10 6 12 12 12 7 10 5 12:12' 12 6 4 8 4 .. 4 /-" 57.9 12 1 2 1 ' 1 2 1 7 4 1010 10 1 0 : ! 0 1 5 y 3 ii 1 9 7 : 8 4 , 7; 3: 3 3 '/, 8 5 1 0 1 1 0 9 1 5 1 7 1 3 3 T 6 / / 3 ✓ " " 73.0 11 11 11 1 5 . 3 - 12 12 12 1 6 4 8 4 4 4 T /, 6' f 3 • 105.5 170 3 9 1 4 4 1 3 //" 6 :1 ,/ 3 / ,, 6 ' i,- .7 3 / 6 /, 3 6 ✓/ % . 3 ,/ = 5 / /',1 3 / / 6 :. // 6 ,.1 3 , „/ 5 /,. , 3 I / • 6 / 3/ 6 /'; /`. 3 , , 6 I/7 3 fi , 6 ',Al 3 _/ • '- iii +" ' ' ' ' ' ' q+" "' -. EgL�C[ ;p� H X TApCCN/ NEX HEAD AppCCON T W/ 1 -V4 EMBPO 45.3 121 12 12',10 5 11111 11 7 4 10170 10:6.3 7 3 31 4 ? 12I 12 12 12 7 12112}1219 5 12'12 12 8:4 9141,4:5 3 57.0 12 12 12! 8 1 4 9 ' 9 9 5 3 8 I 6 ' 7 5 , / 5 ✓'I / 3 '/ 12 12 1 72 , 10 5 11 1 11 1 11 1 7 4 10 i 0 9 6 1 3 7 1 /' 4 / 730 10 10 10 1 6 1 3 7 1 6 3 1 4 / / 6 ' / / 3 1 ' S 1 / 3 r 12 12 1 12 1 7 4 8 1 5 1 4 5 1 3 7; 3 3 4/ 7 V/ 4 � 7 r 1 4 �./ 7 �G. 7 / / 4 1 05.0 7 3 3 1 4/ 5/ /(, 5 '/ 0© 5 OB /, 1 3 K 9 P11W / "' 3 / 9' 4; 4 • 5 3 ����� 7 r' 7 '/ ; 1 / 4 / ' 4 / 170 7 5 / . :/ 3 :,/,/ 3 A,.... 7 ^I 4 / 1 7 - 4 45.0 12 1 12 12 10 1 5 1 1 : 1 1 1 11 7 : 4 10 1 10 10 , 6 , 3 7 1 3 3 : 4 V/ 12 12 12 1 12 7 12 1 12 1 12 1 9 1 5 12 1 12.12 3 1 4 3 1 4 1 5 1 3 C --- 1/4 "P ELCO CRETE FLEX W /1- V4 "MN. EMBEDMENT 57.3 12 12 12 ! 3 1 4 9 : 9 9 5 3 3 1 6 7 ; 5 3 / , 12 12 1 2 1 1 0 ; 5 1 1 1 11. 7 1 4 10 3 i 9 6 1 3 7 , /1 1 - . '3.0 10 10 10 ' 5 - 3 7 1 4 3 4 / 6 ( / / '� ? 3 1 ( ) ; ,/ 5 "2.1'7,1.4 /5 3 / : 2 12 12 1 7 1 9 5 , 4 5 ! 3 7 ; 3 1 3 4 // 7 ( 4 /" 105.0 7 3 �� � Tf 33 1/ o � 5 1i 4 M 8 4 5 7.5pii!!� 1 4 5 1 wee EWAS /I �I�yVL" � r / . �j/� � �oY/ 1700 �j f/ r 31 3 SIELMI i MENIE121/ ANCHOR NOTES: 1. SPANS AND LOADS SHOWN NERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO 17905E SHOWN IN TABLE 1, PAGE S. 2. E ANCHOR TYPEAND SCHEDULE SELECT EXISTING GREAT R ER THAN EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR 93000 FRAMING. EXISTING ANO C T YPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. PIELO VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 510E CLOS PIECES. AACHCR . C EDUL FASTENER MAIOMUBI SPACING (ROMS] RBIUIRED MR VARIOUS DESIGN LOADS AND SPANS 7 SHAL BEG LOCATED IN CENTER ONARROW INAL 2" x 4STUD 1 WFRAMING,, TUD.t3 /4" - SOUTHERN PANE' G *0 55 B OR GREATER O DENSIITY. LA SCREWS SHALL PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE _MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.ON. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. i1. FOR BUILD -OUT MOUNT SECTION 0 ANCHOR SPACING SHALL. NOT EXCEED 8 -1/2" 0.£. 12. FOR BUILD -OUT MOUNT 5ECTION -©ANCHOR SPACING SHALL NOT EXCEED 6" O.C. •••• • • • •••• • • •• • ••• • • • •• • •••• •••• • • • •••• •••• •• • • • • • • • •• •• • • • • • • • • • • • •• • fig 0735. My/Was •••• • - • •••• Deg 1. s _ m 8 ^ t"Vil - 0: 1(IIa m N U • W I • • 47 s• • ON I a O a ..! •••4 : Vj Knezenich U� 4 N47 X19983 96 I • O 0 5. O O '07 OI 7' C11 z 09/ 4/2005 1 IAS NOTED Ji MCAj f + ®"1 310 � I ""- Nfl( 05-563 3heat 7 of _n \RO-sub \05 •bb3. 11/ hint Inlounntof Date: ®6 " - "10 Municipality: ° f- -,�e-S �� � ` Building Official: 11/ '// 61 f 5 Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: High Roller 50 Extruded Aluminum Roll- Up Shutter This letter authorizes StorrnWise South Florida to use the above mentioned product at the following job: Name: r?l/l Address: 5 /5 /VC 4 3 6 City, State, Zip: ii// ' 2 5 gs3 Fj Sincerely, Shutter Product Approval Authorization Form Storm Wise Solutions, INC Permitting Department Enis Gascon Storm Wise Production, Inc. 13015 N.W. 45 Ave Opa- Locka, F133054 Phone (305) 597 -7797 Fax (305) 597 -7795 e...... • .. .. 1. This form must accompany the a ip1ic'alidnrot tte lbfiild'iug permits and shall •• ••• •• • .... become part of the permit documents. • . .. • • .. • .... • • • .. • .. • • • • .. • • • .. • • • • • • .. . . • • . .. . .... • • • • • • • • • • • • • • • • • • • • • • • • • • • . . • • •• • •• • • • ... ••• • • • ••• • • Product Approval No: 09- 0121.20 MIAMI—DAD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE Olt' ACCEPTANCE ' OA Storrwise Productions, Inc. 13015 NW , 15 ° i Ave Opa Locka, AFL. 33054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the MIT (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: High Roller 50 Extruded Aluminum Roll — Up Shutter APFROVAI, DOCUMENT: Drawing No. 09 -082 titled "High Roller 50 Extruded Aluminum Roll -Up Shutter ", prepared by I :ngCo Inc., dated 10/15/08, sheets 1 through 15 of 15, signed and sealed by Pedro De Figueiredo, P. E., on 04 /23 /09,bearing the Miami -Dade County Product Control Revision and Renewal stamps with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved or MDCPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA rev and renews NOA # 03-0507.03 consists of this page, evidence page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Igbal Shaikh, P.E. •• ••• • • • • • •• MIAMI -DADE COUNTY'. • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildin codeonline.com • • • • • • • • • • • • • • •' : ; NOA No 09- 0121.20 • "' 'Expiration Date: 01/29/14 Approval Date: 05/26/09 • • ••• • • Pagel • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ti - 10-Tech Shutters Group, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Manufacturers extruded drawings and sections. Drawing No. 09 -082 titled "High Roller 50 Extruded AIuminum Roll -Up Shutter ", prepared by EngCo Inc., dated 10/15/08, sheets 1 through 15 of 15, signed and sealed by Pedro De Figueiredo, P. E., on 04/23/09. 13 TEST REPORTS: Test reports conducted per FBC -TAS 201, TAS 202 & 203 -94. 1. Test report on Uniform Static Air Pressure Test per TAS 202, Large Missile Impact Test per TAS 201 & CycIic Wind Pressure Test per TAS 203 of Series 55 mm Aluminum Roll Up Shutter System , prepared by Fenestration Testing Laboratory, Inc., Test reports No(s) 5200 dated 04/02/07 and 5228 dated 04/04/07, signed and sealed by Michael R. Wenzel, P.E. C CALCULATIONS . Comparative analysis for slats; storm bars, headers, tracks, mullions and anchors, using rational analysis dated 11/24/08, pages I through 35 prepared by EngCo, Inc. signed and sealed by Pedro De Figuei redo, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E MATERIAL CERTIFICATION Tensile Test Report per ASTM B557, prepared by Fenestration Testing Laboratory, Inc., Report No 5200, dated 04/02/07, signed and sealed by Michael R. Wenzel, P.E. E STATEMENTS I . Statement Letter of product compliance to 1 & "No financial interest" dated 04/23/09, signed and sealed by Pedro De Figueiredo, P.E. 2. Lab compliance letter, as part of above referenced test reports. 3. Release letter by Hi -Tech Shutter Group Inc. dated 01/14/09 signed by Rudy Garmendia 4. Request letter by Stormwise Productions, Inc dated January 09, 2009, signed by Camilo Diaz G OTHERS NOA # 08 -1952 and 03 0507.03 •• • ••• • • • • • • • • •. • •• • • • • • • • • • •• ••• •• • • • • ••• .. • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • ••• • • �4olyammed Igbal Shaikh, P. E. • • • 1. Builditgple Compliance Specialist • • • • • • • • • • • NOA No.: 09- 0121.20 • • •• • • • • • • • • • • • • • • •Expiration Date: 01/29/14 Approval Date:05/26/09 — SINGLE SPAN MULTIPLE SPAN HEADER HEADER SINGLE SPAN HOOD i i TRACK-' — MULTIPLE SPANS 1 HEADER MULTIPLE SPANS HEADER SINGLE SPAN HOOD i TRACK-' I i • ••• • ••• • • • ••• •• • •• • ••• • ••• • • • GENERAL NOTES; 1- DEFINITION: THIS PRODUCT IS A ROLL -UP TYPE SHUTTER; DESIGNED. CONSTRUCTED AND ERECTED TO EASILY ENCLOSE AN AREA, ALLOWABLE•DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. 2- CODE: THIS PRODUCT HAS BEEN TESTED UNDER THE TAS 201, 202 AND 203 <LARGE & SMALL MISSILE) STANDARDS AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2007 EDITION, INCLUDING THE HVHZ <HIGH VELOCITY HURRICANE ZONES). 3- POSTING. A LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING THE FOLLOWING. 'STORMWISE OPA- LOCKA, FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED' 4- LOADS: THE DESIGiNED LOAD MUST BE CALCULATED BY A - PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE USED. 45- MATf•Fyllpl•• f,LL EXTj2UDF•D SHAPES SHALL BE MADE OF O 0 46063 -T6 OR AS • NOTED.• • • • • • ••b- FASTZWERS..ASSEMAILY SCRGWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CUOKEIIT StT OF DRAWINGS. INSTALLATION AND LOADS AS ,ER THIS AOWINt7 NO 33 1/3R INCREASE IN ALLOWABLE e 4.4ETRESS IiAS•BREN USED i*i TiIG DESIGN OF THIS PRODUCT. ANCHORS „iNTO WI VW DESIGNIlgliT - 1 1.6 LOAD DURATION. <Kd =. 85) • •• MULTP4@1WPAN SHUTi• MULTIPLE SPAN COMPONENTS SUCH AS • STORM ;tiii, eADERS, TO BE DESIGNED AS PER THIS •. ET OF DRAWINGS. • • , l- USE:••IT SHALL BEiliCiViipONSIBILITY OF THE CONTRACTOR, ARCHIT4CT40OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING+ 8. I- • THEIIIABILITI•OF • STRUCTURE WHERE THE SHUTTER IS TO ••�E ATTAGOii4INSURING OPEQ F ANCHORAGE. 8.2 - SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITEDI'e"kIND LOADS, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 8.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. HDDD TRACK- SLATS MULLION J SLATS- 1 -STORM BAR MULLION TWO SPAN- - HEADER STORM BAR SLATS MULLION SLATS -1 SLATS) STORM B ARS STORM BAR SLATS THREE OR MORE SPAN HEADER STORM BARS DESIGNED PRESSURE COMPONENT REF. SHEET SLAT SPAN 3 TRACK ANCHORAGE 4 -5 STORM BARS 6 -9 HEADERS 1 10 MULLIONS 11-15 NOTES: 1- ALLOWABLE DESIGNED PRESSURE FOR MULTIPLE SPANS SHUTTERS ARE FUNCTION OF THE LOWEST .ALLOWABLE DESIGNED LOAD FOR THE SLATS, STORM BARS. HEADERS. MULLIONS. MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA-LOCKA, FL 33054 TEL (305) 597 -7797 FAX: ;3E5/ 597-7795 PRODUCT: H1- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering iEztgatri CA 9116 6971 W. Sunrise SW. 104 Plantation, FI. 33313 ENGCO @AOLCOM Engineer Seel Pedro De Rgue redo, PE 52606 DRAFTING+ PK 1111191146 & MORE Date: 10/15108 Scale: NA Design by: PPMF MIAMI -DADE BCCO+ PRODUC RFNE;,yED aseinuptyr^1 ::MirCx f Dade Preiiisz.z Control Drawing Number 09 -082 Sheet 1 of 15 MEMBER MARK W <IN) L (IN) TF <IN) Tw (IN) 5 12 1 3 1/8 1/8 6 12 4 1/8 1/8 1 8 i 2 6 1/8 1/8 • • • ••• • • • ••• •• • •• • ••• • ••• • • • ••• 16', 14', 12' 10', HOUSING MANUFACTURER: STORMWISE 13015 NW 45th AVE OPA- LOCKA, FL 33054 TEL (305) 597 -7707 FAX: t0.35) 567 • •• • • •• I•• ••• • d 1- SLAT 6063 -T6 ALUMINUM ALLOY • • • • ••• 2- SMALL SIDE RAIL 606- li ALUMINUM ALLOY • • •••• 178 •••• • • •••• 1/8' • •• • • • • 1 • . •• • • • l ..: - - - = • 1 41 •• 3- •LARGE S iDE RAIL • •••• • • 60636ii6•r�,UMI NUM ALL414 1•• • • i - i• L • • f • + • CO 5/6/7/8/9/10- BOX BEAM ALUMINUM TUBE 6063 -T6 Alloy 0 f --I 1. on 4- 1 /8' -lx1 ANGLE EXTRUDED ALUMINUM 6063 -T6 Alloy 0. 13 9- 1/8' ANGLE EXTRUDED ALUMINUM 6063 -76 Allay MIN. 3' MAX. O W PIVOT <2) 3/16' ALUM. POP RIVETS „IP GALVANIZED OR ALUMINUM REEL END CAP NECK SLATS 0 2) 3821/2' SMS MINIM UM O. Oa ALUMINUM HOOD NOTE' THE ROLL -UP MECHANISM <GEARS, MOTORS, SUPPORTING END PLATES) ARE NOT PART OF THIS APPROVAL. MANUFACTURER IS RESPONSIBLE TO SPECIFY THESE COMPONENTS FOR PROPER SHUTTER OPERATION. MOTOR ASSEMBLY THICKNESS . 04 GEAR ASSEMBLY 0 N - , (.4 4 ' ALTERNATE -' -c ROUND & SQUARE ,'W = HOUSING -¢ z o Z z 0 0 PRODUCT: H!- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: ?Ert zr lxw. CA 8'116 6871 W. Sunrise Blvd. 104 Plan FL 33313 EVGCOIAOL.COM AN r 3 2OO Engineer Seal Pedro De Hgueiredo, PE 52609 DRAFTING. FK MUTING &1 CBE Date: 10 /15/08 Scale: NA Design by: PPMF MIAMI -DADE B000. PRODUCTInNrwEn Fs catPlYL5 : '1L :s Fiords 53 ami Dadc.4'oth rcontrol I)ivisioo Drawing Number 09 -082 Sheet 2 of 15 Pd< -) PSF e OF SPANS 1 12 3+ 24. 7 107 107 107 28. 2 102 102 102 32.0 98 98 98 35. 7 94 94 94 39.6 91 91 91 45. 7 87 87 87 51.5 84 84 84 52.7 83 83 83 55. 82 82 82 57.9 81 81 81 59.3 -84-2Q 64.7 71• 80_ 4°, 80 80 80". 70.0 69 69 6 72.8 69 644.7 78 78 78 67.3 77 77 77 64.0 • 76 76 76 4 . 0 76 76 76 . 8 75 75 75 4176.8 74 74 74 80.0 72 72 72 10e.0 69 69 69 100 64 64 64 • j10 58 58 58 • r 20 53 53 53 130 49 49 49 • 040 45 45 45 150 42 42 42 T60 40 40 40 * 170 37 37 37 480 34 34 34 •90 33 33 33 200 32 32 32 210 31 31 31 220 31 31 31 Pd< +3 PSF is OF SPANS 1 2 3+ 24.7 90 90 90 28.2 87 87 87 32.0 84 84 84 35.7 82 82 82 39.6 80 80 60 45.7 77 77 77 51.5 75 75 75 52.7 74 74 74 55.6 74 74 74 57.8 73 73 73 _ `.r'. ®M!!iL'•": 64.7 71• 71 Hi 70 67.•3• *Xs 69. 0 LJIOQ 1 70.0 69 69 6 72.8 69 69 b� isvirwrit)m 68 80. 67•12U1fj EMELaAImMj 100 EMT! 11 q illillgailEr4 IMEOMMEEZILLIZEN IMERUIENIZEICEI IIILMMENNEEMIDA 2 90• INKLINE0 220 27 27 27 • •••• • •••• •• • • ••• • • ••• • • • • • • • • • • • • • • TABLE 1 - SLATS SPAN X DESIGN LOAD POSITIVE & NEGATIVE LOADS (PSF) X MAXIMUM SLAT SPAN (IN) • • • • • • • • • • Pd= DESIGN LOAD IN PSF SPAN= SLAT SPAN IN INCHES NOTES: 1- INSTALLATION OF THIS PRODUCT IN THE REVERSED POSITION 15 ACCEPTABLE 2- INTERPOLATE FOR SLAT SPANS & DEFLECTION BETWEEN THOSE SHOWN ON THIS SHEET TABLE „a (GS) MINIMUM SHUTTER SEPARATION FROM GLASS Pd< +1 PSF 30 40 50 (6 70 80 90 100 SPAN <IN> 36 49 60 74 84 36 49 60 74 60 74 75 36 49 60 36 49 60 67 36 4 9 60 65 36 4 9 59 UNIT LOCATION < =30' >30' GRADE GRADE 2' 1 -1/8' 2° 1 -1/4" 2 -1/2' 1 -1/2' 2 -1/2° 2 -1/8° 2 -5/8° 2 -5/8' 2' 1 -1/8° 2' 1 -1/4° 2 -1/2° 1 -5/8° 2 -I /2° 2 -3/8' 77 2 -1/2' 2 -1/2° 36 I 2' 1 -1/8' 49 1 2' 1 -3/8' 2 -7/8' 1 -3/4° 2 -7/8' 2 -5/8' 2 -3/4' 2' 2' I -3/8° 2 1 -7/8' 72 I 2- 3/4 ° 49 2' 1 -3/8' 60 2 -1/2° 2 -1/8' 69 36 2' 1 -1/8' 2 -3/4° 2' 2' 2 -1/4' 2 -3/4' 2' 2° 2 -3/8' 2 -3/4' 2' 2' 2 -3/8° 2 -3/4' 1 -1/8' 2 -3/4° t -1/8' 1 -1/2' 2 -1/4' 2 -3/4' 1 -1/8' 1 -5/8' 2 -3/8' 2 -3/4' 1 -1/4' 1 -5/8' 2 -3/8' SPAN GS. GLASS SEPARATION SEE TABLE IA FOR REQUIRED GLASS SEPARATION OPENING SPAN I SPAN THREE OR MORE SPANS STORM BARS SHEETS 5 - 8 STORM BARS SHEETS 5 - 8 MANUFACTURER .S TORMW!SE '13015 NW 45th AVE. OPA- LOCKA, FL. 33054 TEL (305) 597 -7787 FAX: ;3C:51597-7795 PRODUCT: H(- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: , TEngcgg ?l CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FL 33313 ENGCO AOL.COM Engineer Seel Pedro Oe Figuairedo, PE 5 DRAFTING. DRAFTING & IMRE Date: 10/15/08 Scale: NA Design by PPMF MIAMI -DADE BCCD hr 1.147.4i r ^ tt O+von iuct Contras Drawing Number 09 -082 Sheet 3 of 15 - PTION MANUFACTURER EM: 1,, .. 02 BASE MATERIAL _- A 1/4° TAPCUIv..._ ..^ 1-3/4° 2 -1 - -_"-- _ ■; 'T A IB A' _ I■ E A B QO osi CONCRETE B 1/4 TAPCON ITN 1 -1/4' 2 -1/2' CONCRETE H B 1/4' ULTRACDN ELCO 1 -1/4' 2 -1/2' CONCRETE HOLLOW BLOCK C 1/4' ULTRACDN ELCO 2 -1/4' 2 -1/2' GP BLOCK E 1/4' TAPCON ITW 1 3/4° 1' WOOD (S0) =, 55) 12 1/4' ULTRACDN ELCO 1 3/4' 1' WOOD (SG>=. 55) • ••• • •••• • • • ••• •• • •• • ••• • ••• • • • ••• • • • • TUBE BUILT -OUT MOUNT • • •• • • ggIsLHDR A. C, ggr E • • • S 'TABLE 2 F R WiACI4IG • •1/4- 14X314 GRAD 5 SELF DRILLING • • • • SC 014 SP, ED • ••I•i• •• • • • • • ••• •••• • • •••• INSET, MOUNT! EDGE DISTANCE (ED) as ANC? -' ^4 A. D. C. or E SEE TABLE 2 FOR SFACING • •• • • • • • EDGE DISTANCE (ED) I/4- 14X3/4' GRADE 5 SDS SPACED AT 6' DC WALL MOUNT! • • • • • 2 ORo 3 • • T • • • •• ••• Pm GI m 0 En • • •••• •••• ?' a OR 3 •• • • saA, 2. 04 • • 1/8 -2X3 6063 -T6 ALUMINUM ANGLE ANCHOR A, B, C, or E SEE TABLE 3 FOR SPACING TRACK ANCHORAGE OPTIONS t/8 -4X4 OR 1/8 -3X3 6063 —T6 ALUMINUM TUBE TABLE 2 WALL MOUNT TRACK ANC i - ORAGE SPACING BUILT -OUT MOUNT TRACK ANCHORAGE SPACING Pd= Design load in Psf // SPAN= Slat span in inches Anchor sparing in inches on center TRACK ANCHOR SCHEDULE NOTE 1- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING TABLE 3 INSET MOUNT TRACK ANCHORAGE SPACING Pd= Design Icad'm Psf /! SPAN= Slat span in inches Anchor spacing in inches on center MANUFACTURER STORMVVISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (305) 5077797 FAX: 1 587 -f i 05 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: Eng(az iiw. CA 8110 8971 W. Sunrise 81%4 104 Plantation, Fl. 33313 ENGCO@AOL4COM APR 2 3 2009 Er Seal Pedro De Ftgueiredo, PE 52809 DD p�@ & p�{�p(� P ( �� A tl�fw01 & 1B75ICP. Date:10 /15/08 Scale: NA Design by. PPMF MIAMI-DADE BCCD jZfir ZYfna i Ihwie Nrodaci Canh'al bkvLyiaa Drawing Number 09 -082 Sheet 4 of 15 SLAT SPAN (Inches )' 91 82 78 72 64 1 31 Pd A IB C E A IB C E A B C E A B C E A B C E A B C IE 40 12 7 12 12 12 8 12 12 12 8 12 12 12 9 12 12 12 10 12 12 1 12 12 12 12 56 7 -- 7 12 5 12 12 1 1 2 6 12 12 1 12 6 12 12 . 12 7 12 12 12 12 12 12 '$ 6 -- 616 7 -- 7 71121 12 5 12 12 12 5 12 12 12 6 12 12 12 12 12 12 �� 5 61 -- 6 6 112 5 12 12 100 12 4 12 12 12 5 12 12 12 10 12 12 100 10110 220 I 11 4 12 12 12 8 12 12 220 10 - -111 12 • ••• • •••• • • • ••• •• • •• • ••• • ••• • • • ••• • • • • TUBE BUILT -OUT MOUNT • • •• • • ggIsLHDR A. C, ggr E • • • S 'TABLE 2 F R WiACI4IG • •1/4- 14X314 GRAD 5 SELF DRILLING • • • • SC 014 SP, ED • ••I•i• •• • • • • • ••• •••• • • •••• INSET, MOUNT! EDGE DISTANCE (ED) as ANC? -' ^4 A. D. C. or E SEE TABLE 2 FOR SFACING • •• • • • • • EDGE DISTANCE (ED) I/4- 14X3/4' GRADE 5 SDS SPACED AT 6' DC WALL MOUNT! • • • • • 2 ORo 3 • • T • • • •• ••• Pm GI m 0 En • • •••• •••• ?' a OR 3 •• • • saA, 2. 04 • • 1/8 -2X3 6063 -T6 ALUMINUM ANGLE ANCHOR A, B, C, or E SEE TABLE 3 FOR SPACING TRACK ANCHORAGE OPTIONS t/8 -4X4 OR 1/8 -3X3 6063 —T6 ALUMINUM TUBE TABLE 2 WALL MOUNT TRACK ANC i - ORAGE SPACING BUILT -OUT MOUNT TRACK ANCHORAGE SPACING Pd= Design load in Psf // SPAN= Slat span in inches Anchor sparing in inches on center TRACK ANCHOR SCHEDULE NOTE 1- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING TABLE 3 INSET MOUNT TRACK ANCHORAGE SPACING Pd= Design Icad'm Psf /! SPAN= Slat span in inches Anchor spacing in inches on center MANUFACTURER STORMVVISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (305) 5077797 FAX: 1 587 -f i 05 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: Eng(az iiw. CA 8110 8971 W. Sunrise 81%4 104 Plantation, Fl. 33313 ENGCO@AOL4COM APR 2 3 2009 Er Seal Pedro De Ftgueiredo, PE 52809 DD p�@ & p�{�p(� P ( �� A tl�fw01 & 1B75ICP. Date:10 /15/08 Scale: NA Design by. PPMF MIAMI-DADE BCCD jZfir ZYfna i Ihwie Nrodaci Canh'al bkvLyiaa Drawing Number 09 -082 Sheet 4 of 15 SLAT SPAN Cinches ) 91 82 1 78 1 72 64 31 Pd A B IC I A 12 12 E iA 3 C E 1A BC E A B C 12 A 3 C 12 40 8 - -I 8 8 91 4 91 9 10 4 10 101 11 4111 11 12 5 12 12 12 11 12 12 56 6i - -i'6 6 7 -- 7 7 7 -- 7 7 8 -- 8 8 12 7112112 65 1 6 --I 616 6 -- 616 7 -- 7 71121 612112 80 51 -- 5 5 61 -- 6 6 112 5 12 12 100 5 -- 4 5 1 10 4 10110 220 I 4 -- 4 4 • ••• • •••• • • • ••• •• • •• • ••• • ••• • • • ••• • • • • TUBE BUILT -OUT MOUNT • • •• • • ggIsLHDR A. C, ggr E • • • S 'TABLE 2 F R WiACI4IG • •1/4- 14X314 GRAD 5 SELF DRILLING • • • • SC 014 SP, ED • ••I•i• •• • • • • • ••• •••• • • •••• INSET, MOUNT! EDGE DISTANCE (ED) as ANC? -' ^4 A. D. C. or E SEE TABLE 2 FOR SFACING • •• • • • • • EDGE DISTANCE (ED) I/4- 14X3/4' GRADE 5 SDS SPACED AT 6' DC WALL MOUNT! • • • • • 2 ORo 3 • • T • • • •• ••• Pm GI m 0 En • • •••• •••• ?' a OR 3 •• • • saA, 2. 04 • • 1/8 -2X3 6063 -T6 ALUMINUM ANGLE ANCHOR A, B, C, or E SEE TABLE 3 FOR SPACING TRACK ANCHORAGE OPTIONS t/8 -4X4 OR 1/8 -3X3 6063 —T6 ALUMINUM TUBE TABLE 2 WALL MOUNT TRACK ANC i - ORAGE SPACING BUILT -OUT MOUNT TRACK ANCHORAGE SPACING Pd= Design load in Psf // SPAN= Slat span in inches Anchor sparing in inches on center TRACK ANCHOR SCHEDULE NOTE 1- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING TABLE 3 INSET MOUNT TRACK ANCHORAGE SPACING Pd= Design Icad'm Psf /! SPAN= Slat span in inches Anchor spacing in inches on center MANUFACTURER STORMVVISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (305) 5077797 FAX: 1 587 -f i 05 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: Eng(az iiw. CA 8110 8971 W. Sunrise 81%4 104 Plantation, Fl. 33313 ENGCO@AOL4COM APR 2 3 2009 Er Seal Pedro De Ftgueiredo, PE 52809 DD p�@ & p�{�p(� P ( �� A tl�fw01 & 1B75ICP. Date:10 /15/08 Scale: NA Design by. PPMF MIAMI-DADE BCCD jZfir ZYfna i Ihwie Nrodaci Canh'al bkvLyiaa Drawing Number 09 -082 Sheet 4 of 15 TYPE DESCRIPTION i MANUFACTURER EMBEDMENTI ED - BASE MATERIAL A 1/4' TAPCDN B ITW 1 -3/4' 2 -1/2' 3192 psi CONCRETE C IE 1/4' ULTRACON ( ELCD 1 -3/4' 2 -1/2' 2700 fast CONCRETE B 1/4' TAPCDN 12 ITW 1 -1/4' 2 -1/2' CONCRETE HOLLOW BLOCK 8 1/4' ULTRACON I ELCO 1 -1/4' 2 -1/2' CONCRETE HOLLOW BLOCK C 1/4' ULTRACON 6 ELCO 2 -1/4' 2 -1/2' GF BLOCK E 1/4' TAPCDN 12 ITW 1 3/4' 1' WOOD C SG> =. 55) 72 1/4' ULTRACON I ELCO 1 3/4' I 1' WOOD (SG )=. 55) ••• •• S LA I JYHN k i ncnes 7 72 64 31 Pd 1A B IC E A B C E A 3 C IE 40 110 -- 11 12 12 4 12 12 12 9 12 12 56 7 -- 8 9 8 -- 9 10 12 6 12 12 65 6 -- 7 8 7 -- 8 9 12 5 12 12 72 5 -- 6 7 6 -- 7 8 12 5 12 12 ••• •• ' •• SLAT SPAN ( inches 1 7 S 64 31 p A B C E A B C E A B IC E 4 12 7 12.12 12 8 12 12 1 12 12112 12 56 12 5 12 12 12 5 12 12 12 12 12 12 65 12 4.12 12 12 5 12 12 12 10 12 12 72 10 -- 11 12 12 4 12 12 12 9 12 12 • ••• • ••• • • • ••• •• • •• • ••• • ••• • • • ••• •••• • 1/1-44§03-T6 •• ALUMINUM ANGLE • • •••• 3 • • • • •• • • • • • • •• • . ANCHOR A, 3, C, or E SEE TABLE 4 FOR SPACING EDGE DISTANCE 1 /8 - 2X 6063 - T6��� ALUMINUM ANGLE 1/4 -20 HHMS WITH NUTS OR 1/4 -14 GRADE 5 SOS AT 16'OC STAGGERED MIN • � •4i.00 • • • • • ••••1•• —61TE� 1.29 t • • SPAN ••••L.b4 —•1 -1.43 •••• •••• • • • • Anchor spacing in inches on center La w 0 h Pd= Design load In Psf II SPAN= Slat span in inches /4- 14X3/4 GRADE 5 SDS OR 1/4 -20 HHMS WITH NUT SPACED AT 6' OC TABLE 4 • • •ANGLE BUILT•Olflii MOUNT TRACK ANCHORAGE SPACING • TRACK ANCHORAGE OPTIONS ANGLE BUILT -OUT LIMITED TO: • MAX SLAT SPAN: 74' MAX. DESIGNED PRESSURE +62. -72 PSF ALTERNATE ASSEMBLY SCREWS 1/4 -20 HHMS WITH NUTS OR 1/4 -14 GRADE 5 SDS AT 16'0C STAGGERED NOTE. 1- ED - EDGE DISTANCE 2 EMBEDMENT IS BEYOND THE WALL DRESSING 1/8 -2X3 6063 -T6 ALUMINUM ANGLE 2 OR 3 SPAN ANCHOR A, B, C. or E SEE TABLE 4A FOR SPACING EDGE DISTANCE 1/8 -2X 6063 -T6 ALUMINUM ANGLE' 1/4 -20 HHMS WITH NUTS OR 1/4 -14 GRADE 5 SDS AT 16'0C STAGGERED MEN a 00 2. 04 1. 43 1/4- 14X3/4 GRADE 5 SDS OR 1/4 -20 HHMS WITH NUT SPACED AT 6' OC TABLE 4 A ALTERNATE ANGLE BUILT -OUT MOUNT TRACK ANCHORAGE SPACING Pd= Design load In Psf I/ SPAN= Slat span in inches Anchor spacing In inches on center MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (305) 5597 -7797 TAXI 306) 535 =7795 PRODUCT: H1- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: 'iExtgQISn' CA 8118 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO@AOL.COM Engineer Seal Peden De Flguelrado, PE 52609 DRAFTING. PR DRAFTING & MORE Date: 10 /15/08 Scale: NA Design by PPMF MIAMI -DADE BCCO: flA Drawing Number 09-082 Sheet 5 of 15 SLAT Span STORM BAR HEIGHT 36 48 60 72 84 31 215 121 77 54 35 64 100 59 37 -- -- 72 80 52 33 -- -- 78 65 48 30 -- -- 82 56 46 -- -- -- 91 - 40 40 -- -- -- SLAT Span STORM BAR HEIGHT 72 84 96 108 1120 31 203 147 112 86 j 70 64 98 71 54 42 34 72 80 63 48 37 30 78 65 59 44 34 -- 82 1 56 56 42 33 -- 91 40 40 37 -- -- SLAT Span STORM BAR HEIGHT 48 60 72 84 96 31 215 137 95 70 53 64 1001 66 45 34 -- 72 801 59 41 30 -- 78 651 55 37 -- -- 82 56 52 35 -- -- 91 40 40 1 32 1 -- -- SLAT Span STORM BAR HEIGHT 36 48 60 72 84 31 189 106 68 47 3t 64 91 52 33 -- -- 72 80 46 -- -- -- 78 65 42 -- . -- -- 82 1 56 40 -- -- -- 91 40 36 -- -- -- SLAT Span STORM BAR HEIGHT 72 84 96 108 120 31 145 105 80 63 46 64 70 51 1 38 30 -- 72 62 45 34 -- -- 78 157 42 32 1 -- -- 82 55 40 30 -- -- 91 40 35 40 -- -- SLAT Span STORM BAR HEIGHT 72 84 96 108 120 31 178 130 98 76 62 64 1 861 63 47 37 30 72 77 55 42 33 -- 78 1 65 52 38 30 -- 82 56 j 49 37 1 -- -- 91 40 40 33 -- -- SLAT Span STORM BAR HEIGHT 48 60 72 84 96 31 18$•127. 4 62 46 464 1 91 • e8 • 0 30. -- ` •72 1 80 52 36 -- • -• '78 6 • 4 3 -- .- •B2 56i • 46 • 1 -- • -- 91 40 40 8 -- • -• • ••• • ••• • • STORM BARS SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Psf) c• c sTORii BAR - d SPANS 2x3 STORM BAR - 2 SPANS • 2x5 STORM BAR - 2 SPANS • • C.xC STERN JAR - 3- .EFAINS 2x3 STORM BAR - 3+ SPANS • •• •• •• • • • • • •• ■•• • •• • •• 1• !x4 ST130110 2 SPNeIS 2x4 STORM BAR - 3+ SPANS 2x5 STORM BAR - 3+ SPANS ilinmaiiimmaraawa STORM BAR NOTESi 1- ALL STORM BAR SHAPES TO BE 6063 -T6 ALUMINUM. 2- TABLES MUST WORK IN CONJUNCTION WITH MAXIMUM ALLOWABLE SLAT SPAN TABLES ON SHEET 3. 3- THESE TABLES ARE LIMITED BY THE SHAPES AND ANCHORAGE USED. CONNECTION 2 ON SHEET 7 11 Span Span STORM BARS MOUNTING OPTIONS Span / /-OUTSIDE HEADER ON SHEET 9 CONNECTION 5 ON SHEET 9 CONNECTION 5 ON SHEET 9 CONNECTION 3 ON SHEET 8 CONNECTION 5 ON SHEET 9 CONNECTION 5 ON SHEET 9 CONNECTION 6 ON SHEET 9 Span Span INSIDE HEADER OUTSIDE HEADER CONNECTION 4 ON SHEET 9 CONNECTION 4 CONNECTION 1 ON SHEET 9 ON SHEET 7 DH - DOOR HEIGHT SBH - STORM BAR HEIGHT TA - STORM BAR TRIBUTARY AREA MANUFACTURER: STORMWISE 13015 NW 45th AVE OPA- LOCKA, FL 33054 TEL (305)597 -7797 FAX: (305) 5B e` -T795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: '�.ETtg(gg o1 ur. CA 8118 8871 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO@AOLCOM Engineer Seal Pedro De Figueuedo, PE 52609 DRAFTING PK [!RAFTING & MORE Date:10 /15/08 Scale: NA Design by PPMF MIAMI -DADE BCCO Drawing Number 09 -082 Sheet 6 of 15 TYPE DESCRIPTION MANUFACTURER EMBEDMENT ED BASE MATERIAL A t /4' TAPCON ITW 1 -3/4' 1 2-1/2' 3192 psi CONCRETE B 11/4' TAPCON ITW 1 -I /4' 2 -1/2' CONCRETE HOLLOW BLOCK 0 1/4 -20 CALK IN I POWERS 7/8' 3' 3000 psl CONCRETE E 1/4' TAPCON ITV 1 -3/4' 1' WOOD CSG > =. 55) 1 /4'ULTRACON ELCO 1 -3/4' 1' WOOD (SG > =.55). G 3/8' WEDGE BOLTS POWERS I 2 -1/2' 4' 3000 ps∎ CONCRETE • ••• • ••• • • • •• • •• • ••• • ••• • • • ••• • • • • • • • • •• • •• •• •• •• • •• • •• TYPICAL FOR 2X2 STORM BAR 2X3 STORM BAR 2X4 STORM BAR al •••• • • •••• TYPICAL $3R 21919710t• BAR CONNECTION 1 EXTERNAL STORM BARS ANCHORAGE WALL MOUNTED TO ALUMINUM 111130 • •• • • • • • • • • 1 • Ga •• •• •• • • 1 ;8;1 ;28814 00 RJ i mei • • •• • • • • ri •• •• • 0 0 O nl •• •••• CONNiCT 5 • • • •• •••• • • • • •••• OPTIONAL CONNECTION FOR 2X5 STORM BAR :EI118IC! CONNECTION 5 2 PER EA CLIP LEG 1/4- 14X3/4' SELF DRILLING SCREW 6 TOTAL 1/4- 14X3/4' SELF DRILLING SCREW 0. 50 6 TOTAL 1/4- 14X3/4' SELF DRILLING SCREW 2X2, 2X3, 2X4, 2X5 INSIDE STORM BARS < %) 2 ANCHOR TYPE A, B, E, F PER CONNECTION CONNECTION 6 ON SHEET 9 STORM BARS ANCHOR SCHEDULE CONNECTION 5 NOTE 1- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING 411110/RU CONNECTION 1 ON SHEET 7 BUILT -OUT CONNECTION 2 INTERNAL STORM BARS ANCHORAGE TO WALL (-( e) 2 ANCHORS PER CONNECTION CONNECTION 5 480 lll1U111(11111u1t�11 1/8 -2X2 6063 -76 ALUMINUM CLIP (') CONDITION 13 ONLY APPLICABLE FOR POSmVE LOAD ON INSIDE STORM BARS LOAD TRANFERED BY BEARING TO SUPPORTING STRUCTURE 2' 3' 4' , 5' STORM BAR CONNECTION 5 ON SHEET 9 1/8 -2x2 6063 -T6 ALUMINUM ANGLE 2X2, 2X3, 2X4, 2X5 INSIDE STORM BARS MANUFACTURER STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL: (305) 597 -7797 FAX: (305). 597779.5 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: Ext. 'cgtT Ihtr. CA 6116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO AOL.COM Engineer Seal Pedro 0a Flguetredo, PE 52609 DRAFTING. PK DRAFTING &83091{;, Date: 10/15108 Scale: NA Design by: PPMF MIAMI -DADE BCCO1 Drawing Number 09 -082 Sheet 7 of 15 BAR SLAT Span STORM BAR HEIGHT SLAT Span STORM BAR HEIGHT 72 84 196 108 1120 72 1 84 196 108 120 2 X 4 31 118 101 89 79 71 f 31 108 92 1 81 1 72 64 64 157 49 43 38 34 64 52 1 441 39 34 31 72 1 51 43 38 34 30 72 46 391 34 31 -- 78 I 47 40 35 31 -- 78 42 36 132 1 -- -- 82 44 38 33 -- -- 82 40 35 30 __ __ 1 91 40 34 30 40 1 37 -- 91 36 31 I - BAR SLAT Span STORM BAR HEIGHT SLAT Span STORM BAR HEIGHT 72 1 84 1 96 108 1120 72 84 96 1108 120 2 X 5 31 1261108 95 84 76 31 115 98 86 76 69 64 611 52 I 46 40 36 64 - , 55 47 41 37 33 72 541 46 401 36 32 72 49 1 36 37 33 -_ 78 501 43 371 33 301 78 45 39 34 30 82 471 41 351 31 -- 82 43 37 32 -- __ 91 40 1 37 32 1 -- -- 91 39 33 36 - -- BAR SLAT Span STORM BAR HEIGHT SLAT Span STORM BAR HEIGHT 48 60 72 84 96 48 60 72 84 96 2 X 3 31 106 84 70 60 53 31 115 92 76 65 57 64 51 41 34 64 - 64 55 44 37 31 72 45 36 30 -- -- 72 49 39 33 -_ __ 42 78 -- 33 - 39 -- -- 78 45 36 30 82 40 32 1 91 36 - 1 82 1 43 34 32 - -- 91 36 - -- -- - - 91 1 39 31 -- -- -- • • • • • 1 • •1••• • • • • • ••••• • 1111• • • • ••••• 1 • • • • •• il`Llll!!!AG ,M5A!SW1I CONNECTION 5 CONNECTION 5 • • •••• ;CONNECTION 5 •• • • • • r TYPICAL A' OR ' D° ANCHORS TYPICAL A° OR ' D° ANCHORS CONNECTION 3 STORM BARS ANCHORAGE FLOOR/CEILING MOUNTED TO CONCRETE 00 • TYPE 'G' ANCHORS APPLICABLE FOR ALL CASES DESIGNED MDT TO EXCEED MAXIMUM ZTRRM ?AR 30313003 LEAD 0^7' =HEFT !i TYP ICAL 00--I 1 • G' ANCHORS $ irr� nlgmn!c - rrtr!rrr 11 11 1' Urtlrlll► �4Rlti0X61 Ili 1 J .:II 111 ytrnarntc. amm !t t!utun>r '1 19/81l9" MOW. -mrru.nr i 2X2 STORM BARS CONNECTION 5 2X3 STORM BARS TYPICAL °G' ANCHORS CONNECTION 5 2X4 STORM BARS TYP ICAL G° ANCHORS CONNECTION 5 2X5 STORM BARS TYP ICAL G' ANCHORS CONNECTION 5 MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (305)597 -7797 FAX: (3055) 59 -T 78E PRODUCT: H1- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: 9:E ngQt17 3 r . CA 8116 6871 W. Sunrise Blvd 104 Plantation, Fl. 33313 ENGCO@AOLCOM Engineer Seal Pedro De figuelredo, PE 52609 DRAFTING PK DRAFTING a MORE Date:10 /15/08 Scale: NA Design by: PPMF MIAMI -DADE BCC )]. • ... ■!e:. ",.n is ;<Dy_ 0/24.2 4 Drawing Number 09 -082 Sheet 8 of 15 MAXIMUM ALLOWABLE DESIGN PRESSURE (PSF) TYPE °A °.ANCHORS TYPE °D' ANCHORS BAR SLAT Span STORM BAR HEIGHT SLAT Span STORM BAR HEIGHT 36 48 60 72 84 361 48 60 72 84 2 . X 2 31 105 79 63 52 45 31 1 961 721 57 48 41 64 51 38 1 30 1 -- - 64 46 134 - 72 45 34 72 411 31 78 42 31 -- -- - 78 38 -- -- -- 82 39 -- -- 82 36 - 91 36 -- - - -- - - 91 32 - -- • • • • • 1 • •1••• • • • • • ••••• • 1111• • • • ••••• 1 • • • • •• il`Llll!!!AG ,M5A!SW1I CONNECTION 5 CONNECTION 5 • • •••• ;CONNECTION 5 •• • • • • r TYPICAL A' OR ' D° ANCHORS TYPICAL A° OR ' D° ANCHORS CONNECTION 3 STORM BARS ANCHORAGE FLOOR/CEILING MOUNTED TO CONCRETE 00 • TYPE 'G' ANCHORS APPLICABLE FOR ALL CASES DESIGNED MDT TO EXCEED MAXIMUM ZTRRM ?AR 30313003 LEAD 0^7' =HEFT !i TYP ICAL 00--I 1 • G' ANCHORS $ irr� nlgmn!c - rrtr!rrr 11 11 1' Urtlrlll► �4Rlti0X61 Ili 1 J .:II 111 ytrnarntc. amm !t t!utun>r '1 19/81l9" MOW. -mrru.nr i 2X2 STORM BARS CONNECTION 5 2X3 STORM BARS TYPICAL °G' ANCHORS CONNECTION 5 2X4 STORM BARS TYP ICAL G° ANCHORS CONNECTION 5 2X5 STORM BARS TYP ICAL G' ANCHORS CONNECTION 5 MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (305)597 -7797 FAX: (3055) 59 -T 78E PRODUCT: H1- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: 9:E ngQt17 3 r . CA 8116 6871 W. Sunrise Blvd 104 Plantation, Fl. 33313 ENGCO@AOLCOM Engineer Seal Pedro De figuelredo, PE 52609 DRAFTING PK DRAFTING a MORE Date:10 /15/08 Scale: NA Design by: PPMF MIAMI -DADE BCC )]. • ... ■!e:. ",.n is ;<Dy_ 0/24.2 4 Drawing Number 09 -082 Sheet 8 of 15 STORM ANCHOR TYPE BARS 410 E I G 2x2 2 5 2 I 1 2x3 3 7 3 12 1 2x4 1 3 7 3 1 2 2x5 3 1 9 1 3 2 ANCHOR TYPE A 1 B E G 1 3. 0 3. 0 3. 0 3. 0 2. 5 2. 5 I. 0 3. 0 dG SCREWS h 2.00 / f Ellllllill' Qi1111l(11 1 00 •e 1 C51 00 I I- i 7 temo1 1. 00 • • 0 • ••••• • • • ••••• ••••I • • ••••• • •••••e • • •••••• • • • •••••• • • •• • • 0 0 tk►�4Nlll► l % /Me. �11i919W`' 1 • 1 -46) 1/4" -14X1 GRADE 5 SELF DRILLING SCREWS • CONNECTION 4 STORM BARS ANCHORAGE FLOOR/CEILING TO BUILT -OUT TUBE OR HEADER GRA DRILLI 2. oo • • TOjj 2tM BARS • 000 • • 2X3 ACC FOR ALL•GASZZ MUST•NWI TORN BAR ••••• • 06) 1 /4. 1 Z • GRADE 5 5E1,4 • • ••• DRILLING SCREWS 000000 I00101' a \11,1 \1110:: • i nsn,ml :11111 '(111(, • 2X2 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD CONNECTION 5 DESIGNED LOAD /CONNECTION 5 n l�l 2X5 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD (6) 1/4° -14X1 GRADE 5 SELF DRILLING SCREWS :;.IiN £C T IS: O i71ll11I► a 00 aulml t i 2X4 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD CONNECTION 5 rl `uJ CONNECTION 8 MINIMUM NUMBER OF ANCHORS TO SECURE BUILT -OUT TO WALL S ED S - ANCHOR SPACING ED - EDGE DISTNCE QUANTITY OF ANCHORS FROM TABLE ARE TO BE EQUALLY DIVIDED FROM CENTER LINE OF STORM BAR CONNECTION 6 CONNECTION 5 CLIP ANCHORED TO STORM BAR ,. JC8011(1011111MMIV U _.\ 222 21 CONNECTION 6 BUILT -OUT WALL ANCHORAGE 2' 3', 4', 5' 2', 3' BUILT -OUT 1/8 -2X2 6063 -T6 ALUMINUM ANGLE CUT TO MATCH STORM BAR 2 PER CLIP LEG 1/4- 14X3/4' GRADE 5 SELF DRILLING SCREWS CONNECTION 5 CONNECTION 4 CONNECTION 1 STORM BAR MANUFACTURER STORMWISE 13015 NW 45th AVE. OPA -LOCKA, FL 33054 TEL: . ,00 597-7797' FAX: 4305)597 -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL-UP SHU I I ER Engineering: Ergot nr. CA 8118 8971 W. Sunrise Blvd. 104 Plantation, FL 33313 ENGCO@AOLCOM DRAFTING. Engineer Seal Pedre De Flgueiredo, PE 52609 PK DRUM & MORE Date: 10/15/08 Scale: NA Design by PPMF MIAMI -DADE BCCD% ..WED 7� 41b; F %4.1}77 • /! ; 1:4 . / Drawing Number 09 -082 Sheet 9 of 15 SLAT 7T STORM BAR HEIGHT SLAT TT STORM BAR HEIGHT 36 48 60 72 84 96 36 48 60 72 84 96 60 1209 156 125 104 89 78 84 136 102 81 68 58 51 72 1145 108 87 72 62 54 96 104 78 62 52 44 39 84 1106 80 64 53 45 40 108 82 61 49 41 35 30 96 81 61 49 40 35 30 120 66 50 40 33 -- -- 108 64 48 38 32 -- -- 144 41 31 -- -- -- -- 120 52 39 31 -- -- -- 156 30 -- - -- -- SLAT TT STORM BAR HEIGHT SLAT TT STORM BAR HEIGHT 60 72 84 96 108 120 60 72 84 96 108 120 96 128 106 91 80 71 64 72 170 166 143 125 111 100 84 150 143 122 1071 95 85 108 113 94 81 71 63 56 96 138 115 98 86 76 69 120 1021 85 73 64 56 51 1108 11091 90 77 i 68 60 54 144 78 65 56 49 43 39 156 1 66 55 47 411 37 331 120 881 73 631 551 49 44 180 50 41 35 31 -- -- 144 61 51 43 38 34 30 TYPE DESCRIPTION MANUFACTURER EMBEDMENT ED BASE MATERIAL A 11/4' TAPCON ITV 1 3/4' 2 1/2' 3192 psi CONCRETE B 1/6' TAPCON ITV 1 1/4' 2 1/2' HOLLOW BLOCK C 1/4' ULTRACON ELCO 2 -1/4' 2 -1/2' GF BLOCK E 1 1/4' TAPCON ITV 1 3/4' I' PT WOOD (SG) =. 55) G 3/8' WEDGE BOLTS POWERS 2 1/2' 3' 3000 psi CONCRETE ANCHOR TYPE A B C E 1 0 2 5 2 2 1 1 3. 3.0 4.0 1 3. - -- 2.5 2.5 2.5 1.0 3.0 SLAT STORM BAR HEIGHT SLAT STORM BAR HEIGHT TT 48 60 721 84 96 108 TT 48 601 72 84 96 108 60 210 190 158 136 119 105 84 155 124 103 88 77 69 72 G 32 110 94 82 73 96 119 95 79 68 59 52 84 111211 87 81 m 60 54 108 94 751 62 53 47 41 96janletnall 180 50 '6 41 120 1 76 60 50 43 38 33 108 MEI 81 49 144 52 42 35 30 -- -- 12�' � { -- -- 156 45 36 30 -- -- -- SLi1 11RM BAR HWLq -11 SLAT TT STORM BAR HEIGHT TT•••Gliggirrallffl198 120 60 72 84 96 108 120 106 91 84 m 67 108 105 8 5 65 58 52 96. 104 86 QS4AI® 52 41 33 - 120 85 70 60 53 47 42 II# j 82 68 5 milijam 144 59 49 42 36 32 -- { alm.igiam@io '1r'' Mr�a®® 35 31 -- -- 180 50 41 -- -- -- -- • • eeeeee • • •••••• • • • 00000 ••••11 • • 0000 0 00000 • • •••••• • 0 00000 HEADER SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Psf) MAXIMUM DESIGN PRESSURE FOR 2X3 HEADER - 2 SPANS MAXIMUM DESIGN PRESSURE FOR '2X4 HEADER - 2 SPANS • • • • • • •••••• MA0 ;S I GN PRff31SUDS• FOR €X1• ADER '2i 7 45 • • • • • MAXIMUM DESIGN PRESSURE FOR 2X6 HEADER - 2 SPANS MAXIMUM DESIGN PRESSURE FOR 2X3 HEADER - 3+ SPANS MAXIMUM DESIGN PRESSURE FOR 2X4 HEADER - 3+ SPANS MAXIMUM DESIGN PRESSURE FOR 2X5 HEADER - 3+ SPANS MAXIMUM DESIGN PRESSURE FOR 2X6 HEADER - 3+ SPANS CONNECTION 7 MINIMUM NUMBER OF ANCHORS TO SECURE BUILT -OUT TO WALL AT HEADER CONNECTION S ED HEADER ANCHORAGE n - MINIMUM NUMBER OF ANCHORS S - ANCHOR SPACING ED - EDGE DISTNCE HEADER ANCHOR SCHEDULE ED - EDGE DISTANCE SAME AS] CONNECTION 5 3+ SPAN HEADER Span Span HEADER MOUNT 1 ° l' Span 2 SPAN HEADER -- Span Span (3 PER CLIP LEG) 1/4 -14X1 GRADE 5 SELF DRILLING SCREWS 1/8' 2X ALUM. TUBE BUILT -OUT OR 1/8' 2X MULLION AS PER SHEETS 10 THROUGH 14 —INSIDE HEADER HEADER ACCESS HOLE W/ PLUG 1/4 -2X2 6063 -76 ALUM. CLIP (2 PER CLIP) 1/4- 14X3/4° GRADE 5 SELF DRILLING SCREWS (3 PER END) 1/4 -14x2' GRADE 5 SELF DRILLING SCREWS HEADER ANCHORAGE TT - TRACK TO TRACK SH - SHUTTER HEIGHT SBH - STORM BAR HEIGHT MANUFACTURER: STORMW1SE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TE : (385) 5974797 FAX: ,305) 59, - -7705 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: CA 8118 6971 W. Sunrise 51 104 Plantation, Fi. 33313 ENGCO@AOL.COM DRAFTING APR 2'3'2009 Engineer Seel Pedro De Figueireda. PE 52809 PK DRAFTING & MORE Date: 10115/06 Scale: NA Design by PPMF MIAMI - DADE BCCO 4k ik ti fc11 .- /y Drawing Number 09 -082 Sheet 10 of 15 SLAT SPAN MULLION HEIGHT 721 84 96 108 120 132 144 31 220 1991134 156 94 1 68 51 40 64 100 971 65 45 33 -- 72 72 1 80 80 57 40 I -- -- -- 78 1 65 651 53 37 -- -- -- 82 56 561 501 35 -- -- -- 91 40 40 40 32 1 -- -- --. SLAT MULLION HEIGHT SPA�I • g 72 78 84 96 108 120 31 • C•-1) 156 123 IMMO 50 37 34 64 100 76 5% -- -- - 72 80 43 36 30 -- -- 78 • 65 62 4 39 - -- -- 82 56 56 4 .`17 — 31 -- 91 r 40 40 4e • 010r- -- 40 SLAT SPAN MULLION HEIGHT 481 60 64 68 72 76 84 31 1971101 83 69 58 50 37 64 95 49 40 34 -- -- -- 72 80 43 36 30 -- -- -- 78 65 401 33 -- -- -- -- 82 56 38 31 -- 45 -- -- 91 40 34 -- -- - -- -- - II••• SLAi MIsi.1.411 EIGHT SF1gN 84+ 96 10E? 120 32 144 156 31• • tO 1220 164 1 19 90 ■ 69 54 64 100 100 79 58 43 1 33 -- 72 80 80 70 51 39 1 30 -- 78 1 651 65 65 47 36 -- -- 82 56 56 56 45 34 -- -- 91 40 40 40 40 31 1 -- -- • • • •••• • ••• • • • •••••1• • • • • • • • • LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 2x3 MULLION • •• • • • • .• • • • •••• • 2r.MULL ION LOA➢6•ARr. SJMITED BY THE SLAT SPAN TABLE ON SHEET 3 • • •• • • •••• • CASE 1: SINGLE 3PAN S1-'U -° ,ND i iULi'�_ 3HU e :. c5 WITH HEADER ANCHORED TO WALL ENO MILLION 2x4 MULLION 2x6 MULLION MULLION SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Psfl LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 INTERMEDIATE NULL INN SLAT SPAN 108 31 1 220 64 1 100 72 1 80 MULLION HEIGHT 92 80 78 1 651 65 120 132 144 190 1143 110 56 69 61 57 54 42 156 1 168 1 180 86 1 69 56 53 42 1 34 -- 471 37 1 30 -- 441 34 82 1 56 33 -- 91 I 40 401 401 37 -- -- 208 3 SEE CONNECTION 10 AND CONNECTION 11 ON SHEET 14 HEADER ON MULTIPLE SPAN SHUTTERS HEADER ANCHORAGE SEE SHEET 10 MULLION HOUSING SEE CONNECTION 10 AND CONNECTION 11 ON SHEET I4 SINGLE SPAN SHUTTERS MULLION X 11 tlAW1 SHAPES 1/8 -2X2 6063 -T6 1/8 -2X3 6063 -T6 1/8 -2X4 6063 -T6 1/8 -2X5 6063 -T6 1/8 -2X6 6063 -T6 SEE CONNECTION 8 AND CONNECTION 9 ON SHEET 13 "- HOUSING SEE CONNECTION 8 AND CONNECTION 9 ON SHEET 13 1/4 -14 GRADE 5 SDS AT 6'0C /8 -1X1 6063 -T6 ALUMINUM ANGLE 2083 1/4 14X3/4 GRADE 5 SDS SPACED AT 6' GC MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (3051 - 7797 FAX: 1305) 097:47S5 PRODUCT: H1- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER EngIneeting: EngTn 3 n.r. CA 8118 8971 W. Sunrise BIvd. 104 Plantation, Fl. 33313 ENGCO@AOL.COM DRAFTING Engieeer Seal Pedro 0e Nguehado, PE 82809 PA DRAFTING & MORE Date: 10 /15/08 Scale: NA Design by PPMF MIAMI -DADE BCCO+ D,( 9/2 lT ... r_:ez Cmrrsai Drawing Number 09 -082 Sheet 11 of 15 4 • SLAT •• • Mt .LIIN HEIGHT 49 60 mart= 96 108 SP 1. - • 132 110 a 81 67 48 1 35 64 8 Id 64 1 08 39 33 165 132 72 • 71 57 • * 351 73 66 64 7% 65 53 140 46 40 i 36 32 iii2 • • •�+ 50 1 3 . 3i• 47 1 41 1 36 I 32 90 0.40 40 1i 4j! 651 53 44 38 SLAT MULLION HEIGHT 48 MULLION HEIGHT 48■ 60 72 84 96 108 120 SPAN 31 165 132 110 94 83 73 66 64 80 641 53 46 40 i 36 32 72 71 57 1 47 1 41 1 36 I 32 78 78 651 53 44 38 33 1 45 82 1 56 50 42 36 1 31 31 49 91 1 40 40 1 38 32 32 38 32 ••• SLAT SPAN MULLION HEIGHT 48 60 72 84 96 108 120 31 165 132 110 94 83 73 66 64 1 70 64 80 641 72 62 32 43 1 33 7 47 41 1 57 32 39 78 65 53 44 38 1 33 45 38 82 56 501 42 36 1 31 49 40 91 40 40 38 32 38 32 SLAT MULLION HEIGHT 36 421 48 54 60 66 72 SPAN 31 144 118 99 77 59 47 37 64 70 57 481 37 64 80 641 72 62 1 51 43 1 33 72 71 78 1 57 47 39 31 78 65 82 54 45 38 82 561 50 91 49 40 34 • 91 40 40 38 SLAT MULLION HEIGHT 48 60 72 84 1 96 1 108 1 120 SPAN 31 165 132 110 94 83 69 . 54 64 80 641 53 46 40 34 72 71 571 47 41 36 30 78 65 53 44 38 1 33 82 561 50 42 36 31 1 91 40 40 38 32 • • •••• 1 • • • ••••• • • •••• • ••••• • ••••• • • • 00 0000 2x2 MULLION LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 2x3 44 LION • • • • • j.•1 • • •••• •••••• • 0 00000 •• • • • 2xb•AIULLI0k• •• : END MULLION 2x4 MULLION ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 2x6 MULLION MULLION SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Psf) CASE 2: MULTIPLE SPAN SHUTTERS WITH HEADER ANCHORED TO MULLION 3 INTERMEDIATE MULL LEN LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 2 OR 3 SEE CONNECTION 8 AND CONNECTION 9 ON SHEET 13 MULLION HOUSING HEADER ON MULTIPLE SPAN SHUTTERS SEE CONNECTION 10 AND CONNECTION 11 ON SHEET 14 SEE CONNECTION 10 AND CONNECTION 11 ON SHEET 14 MI MULLION NNW SHAPES+ 1/8-2X2 6063-T6 1/8 -2X3 6063 -T6 1/8 -2X4 6063 -T6 1/8 -2X5 6063 -T6 1/8 -2X6 6063 -T6 HEADER ON MULTIPLE SPAN SHUTTERS SEE CONNECTION 8 AND CONNECTION 9 ON SHEET 13 1/4 -14 GRADE 5 SDS AT 6'0C 1/8 -1X1 6063 -16 ALUMINUM ANGLE a� 2OR3 I /4- 14X3 /4 GRADE 5 SDS SPACED AT 6' 0C HOUSING MANUFACTURER: S T OR1MWISE 13015 NW 45th AVE OPA-LOCKA, FL 33054 TEL (305) 507 -797 ! 7 : ;.:705) 5 PRODUCT: H1- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: Extg ar ? u. CA 8116 8871 W. Sunrise Blvd. 104 Plantation, F1.33313 Ei IGCO AOL.COM Engineer Seal Pedro De Rguetredo, PE 62609 DRAFTING+ PD DRAFTING a FYI Date: 10/15/08 Scale: NA Design by PPMF MIAMI -DADE BCCO+ Drawing Number 09 -082 Sheet 12of15 • TYPE i DESCRIPTION : MANUFACTURER I EMBEDMENT I ED BASE MATERIAL CI 1 5/16' TAPCON I ITV I 2 1/4' 13 1/8' 2899 psi CONCRETE G 1 3/8' WEDGE BOLTSI POWERS I 2 1/2' I 4' 3000 psi CONCRETE NOTES 1- ED - EDGE DISTANCE 2- EMBEDMENT DIMENSION ARE TAKEN BEYOND THE I/ALL DRESSING • • ••• • ••••• • • • 00 000 • • •• • • •••• • ••••• • • • 11 CONNECTION 9 • • • • (2 PER L WOON) • •s• ANCI-1R iYYE Cl •••• • . • • •••• 1/8 -2X2 6063 -T6 <2 PER CONNECTION) ANCHOR TYPE 1111111r ALUMINUM CLIP (2X2) G AND Cl (2X3) G ONLY CONNECTION 9 CLIP ANCHORED TO MULLION BAR CUT TO FIT �J INSIDE MULLION I/8 -2X 6063 -76 ALUMINUM ANGLE CUT TO FIT INSIDE MULLION C . u;,tn ntt :rnnr Si�i I;' 11 : 1/8 -2X4 6063 -T6 ALUMINUM CLIP CONNECTION 9 1/4- 14X3/4' GRADE 5 - =LSELF DRILLING SCREWS (3) PER CLIP LEG MULLIONS 2X2, 2X3, 2X4, 2X5, 2X6 CONNECTION 8 APPLICABLE ONLY FOR ANCHORS G AND 51 ANCHOR SCHED CONNECTION 9 (4 PER CONNECTION) ANCHOR TYPE G I/8 -2X2 6063 -T6 ALUMINUM CLIP 2X4, 2X5, 2X6 MULL r <8 PER CONNECTION 1/8 -2X4 6063 =T6 ANCHOR TYPE CI ALUMINUM CLIP MANUFACTURER: STORMWISE 13015 NW 4501 AVE. OPA -LOCK A. FL 33054 TEL. 5C5) FAX (305)597 -7795 PRODUCT: H1- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: EmgQ Sr CA 9118 0971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO@ A01 COM APR 12 3 26D9 Engineer Seal Pedro Da Figueiredo, P552809 DRAFTING P6( RRM!Alga R MORE Date: 10/15/08 Scale: NA Design by. PPMF MIAMI -DADE KM. °p- ol2/u v azw W .= , NamO L Drawing Number 09-082 Sheet 13 of 15 2X2, 2X3, 2X4 2X5, 2X6 MULL (2 PER CONNECTION) ANCHOR TYPE G AND C1 CONNECTION 8 MULLION BARS ANCHORAGE FLOOR /CEILING MOUNTED TO CONCRE, I t CONNECT :ON 9 2X2 MULL 2X3 MULL MULLION TYPE TYPE OF ANCHORS A I B CI /C2 /0 E 2x2 11. 2 11. 4 11.1 111, 2 2x3 11. 2 11. 5 11. 2 11. 2 2x4 11.2 1 11. 5 11. 2 11. 2 2x5 11. 3 - - -- 11.2 11. 2X6 11.3 - - -- 11.2 11.3 MULLION TYPE TYPE OF ANCHORS A 3 C1 /C2 /GI E 2x2 11. 7 11. 9 11. 6 111. 7 2x3 11. 7 11. 10 11. 7 11. 7 2x4 11. 8 11. 10 11. 7 11. 7 2x5 11.8 - - -- 11.7 11.8 2X6 11. 8 - - -- 11. 7 11. 8 TYPE DESCRIPTION I MANUFACTURER EMBEDMENT ED BASE MATERIAL A 1/4' TAPCON 1 ITV 1 3/4' 2 1/2' 3192 psi CONCRETE B 1/4' TAPCON 1714 1 1/4' 2 1/2' HOLLOV BLOCK C1 5/16' TAPCON IN 12 1/4' 3 1/8' 2899 psi CONCRETE C2 5/16' TAPCON 1714 1 2 1/4' 4' GF BLOC< E 1/4' TAPCON 1714 1 3/4' I' PT WOOD (SG) =.55) , G 3/8' WEDGE BOLTS POWERS 2 1/2' 4 3000 psi CONCRETE • •••• • •• •• • • • 00000 •••• • • •••• • ••••• • ••••• • • • 00000 enl uaannnna 1I 111 1i 31N11 11 6 111111 6 1111:a41 • • • • �o nl� CONNECTION 11 MULLION BARS ANCHORED TO WALL i:i N0LE CONNECTION 11 SELECTION DUAL MULLIONS CONNECTION I1 SELECTION • • • ANCHOR Tv/PE • • 2.6 EQ A/i E • C! /C2T' G •1 2.0 3. 75.4.0 1. 0. 4.00 4.0 S• - ANCHOR SPk IfG • ED - EDGE DI STONLP••• ••••• • • •• •••• • • •••• • MULLS • • • • A • • ••• �••• 1 •••.• ANCHOR SCHEDULE _�•• • • IIp DU L !1 NS 10 12 AtiCilit}S • • •••• ••••• • ••• • • • • • -e e 2 IL SINGLE MULLION ONE ANCHOR 1/8 -2X5 6063 -T6 ALUMINUM ANGLE CLIP 0 MULL 14 .oiNE. T' ON SINGLE MULLION TWO ANCHORS CONNECTION 11.6 DUAL MULLIONS TWO ANCHORS CONNECTION 11. 9 DUAL MULLIONS EIGHT ANCHORS MULL w MULLS CONNECTION I1.3 SINGLE MULLION THREE ANCHORS 1/8 -2X5 6063 -T6 ALUMINUM ANGLE CLIP CONNECTION 11. 4 SINGLE MULLION FOUR ANCHORS CONNECTION I1. 7 DUAL MULLIONS FOUR ANCHORS MULLION CONNECTION 11 SHEET 14 2', 3' 4', 5', 6' CONNECTION I1.5 SINGLE MULLION SIX ANCHORS CONNECTION 11.8 DUAL MULLIONS SIX ANCHORS CONNECTION 10 CLIP ANCHORED TO MULLION BAR 2X2, 2X3, 2X4, 2X5 OR 2X6 MULLIONS (3) 1/4 -14X1 GRADE 5 SELF DRILLING SCREWS 1/8 -2X2 OR 1/8 -2X5 6063 -76 ALUMINUM ANGLE CLIP w MANUFACTURER: ST0RMVV1SE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (305) 597 -7797 ("'_D. 30) PRODUCT: H1- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering. Eat gVia 3rtr. CA 8116 - 6971 W. Sunrise Blvd. 104 Plantation, FL 33313 ENGCO@AOL. OM APR 2 2009 Engineer Seal Pedro De Flgueaeda, PE 52669 DRAFTING PK DRAFTING MORE Date: 10(15/08 Scale NA Design by PPMF MIAMI - DADE BCCO' 012 /.2e P .: •:.••w.4i LatunH Drawing Number 09 -082 Sheet 14 of 15 MULLION • BARS ANCHOR TYPE A /EI B CI /C G 2x2 1 3 1 7 2 2 2x3 4 12 3 2 2x4 5 121 3 3 2x5 5 1 - 1 3 3 2x6 5 1 - 1 4 3 S 3 1 31 3. 75 4 • eeeee • eeeee • • • •••• • • •••• • • •••••• • • • • • • • • • • 14.1DIV\ K'IR • • • ••• • 00000 • • • •• • • • • •• ••• • • •• • • • ••• • • ••• • of CONNECTION 12 MULLION BARS ANCHORAGE FLOOR/CEILING BUILT-CUT TUBE • • •• • • MULLION CONNECTION 9 SHEET 13 • • CONNECTION 12 (4) 1/4' -14X1 GRADE 5 SELF DRILLING SCREWS • • • • • • ••••• SE !QN MP)" ION 12 AN fj�1& T ION 13 ON SH 1155 •••• • •••• 041,4, 4 )1 0 -HOUSING •• • • HEADL ON MULTIPLE SPAN SHUTTERS SEE CONNECTION 12 /' AND CONNECTION 13 ON SHEET 15 CONNECTION 9 SHEET 13 N CONNECTION 12 (6) 1/4' -14X1 GRADE 5 SELF DRILLING SCREWS MINIMUM NUMBER OF ANCHORS PER BUILT -OUT BUILT -OUT_\ CONNECTION 13 ANCHOR SCHEDULE TYPE DESCRIPTION P 2 1/4' TAPCON MANUFACTURER EMBEDMENT 1 ITW I 1 3/4' 1/4' TAPCON ITU 5/16' TAPC N I ITV 5/16' TAPC N I TV 1/4 TAPCON 3/8' WEDGE BOLTS ITV 11/4' 2 I /4' 2 1/4' 3/4' POWERS 2 1/2' TES' 1- ED - EDGE DISTANCE EMBEDMENT DIMENSION ARE TAKEN DEMO THE WALL DRESSING ED BASE MATERIAL 2 1/2' 3192 05i CONCRETE 2 1/2' 3 1/8' 4' ' HOLLOW BLOCK 2899 psi CONCRETE GF BLOCK PT WOOD (SG> =.55) 4' 3000 psi CONCRETE LEFT MULLION LEFT MULLION QUANTITY OF ANCHORS FROM TABLE ARE TO BE SPACED FROM CENTER LINE OF MULLION A- Try ---S S 4' CONNECTION 13 BUILT -OUT WALL ANCHORAGE SUPFCRT;NG MULLIONS 2 ', 3', 4', 5', 6° 2', 3', 4', 5' , BUIL -Our ��EE RIGHT MULLION RIGHT MULLION' QUANTITY OF ANCHORS FROM TABLE ARE TO BE SPACED FROM CENTER LINE OF MULLION B r 1, 2, 3 OR 4 1, 2, 3 OR 4 ANCHORS PER SIDE --- 111 ANCHORS PER SIDE CONNECTION 9 SHEET 13 CONNECTION 12 SHEET 15 BUILT -OUT MANUFACTURER: STORMWISE 13015 NW 45th AVE OPA- LOCKA, FL 33054 TEL: (305) 597 -7797 FAX: I3II5) - 7 7 -7795 05 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Enginaedng: ErtagQ.Ii fats. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, 01. 33313 ENGCO@AOL.COM Engineer Seal Pedro De HgueIredo, PE 52605 DRAFTING, PK DRAFTING & M ®GE Date:10 /15/08 Scale: NA Design by PPMF MIAMI -DADE BCCO ja dip . NC < 01 O'1(ioei Drawing Number 09 -082 Sheet 15 of 15