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BP05-12 r F MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date ^ Type Insp'nL/?�l�' Permit No. 60905 ` Name W4-e� Address / A.,' (5 l Company Phone# Inspection Date Approved Correction ❑ Re-Insp'n Fee ❑ - f ^:-� t Y j MIAMI SHO VL,LAGE ; BUILDING DEPARTMENT 305-795-2204 Building Inspec&n Request Date` T e I s 'n c-Atoi RP Permit No. Name Address f A-) fl' j Company Phone# ! �7 Inspection Date V Approved Correction ❑ 5 Re-Insp'n Fee ❑ Sa;- 77 77, �d _ 5 .r h i Miami Shorties Village g Building Department 10050 N.E2nd Avenue j Miami Shores,Florida 33138 Tel:(305)7952204 Fag:(305)756.8972 BUILDINGEC Permit No. p 5� PERMIT APPLICATIOT I JAN 1Master Permit No. FBC 2001 � .. Permit Type(circle): Buildin Electrical Plumb' g Mechanical Roofing Owner's Name(Fee Simple Titleholder) ^ —s Phone# 7 Owner's Address t[ City Mirn uc S. (.t2z!�State Zip' 3 1 3 S Tenant/Lessee Name I I Phone# Job Address(where the work is being done) City Miami Shores Villane County Miami-Dade Zip 3 3 r 3 8 Is Building Historically Designated YES NO +✓ Contractor's Company Name &IL A- Phone# 4- -2¢A- -?Q. I I Contractor's Addressl S. 1�� � e-C.�T+-� F C*ty State' zip 3 317!o a Qualifier Architect/Engineer's Name(if applicable) P-) Phone# Architect/Engineer's Address 1 City State Zip $Value of Work For this Permit i56W • 170 Square Footage Of Work: O Number of:Bays Stories Families Bedrooms Baths Type of Work: []Addition @3A"iteration []New �El Repair/Replace ❑Demolition Describe Work n �/ 1�- -C-�cl� 1., '_; aA.4 I irWiri/ri,r,riri�r�e�r,rir�r*1rir,r�r�rie�eirTrTr+Y,►FeeS�+��r�rTr,►*Trtriri*irir,nr*,r�rW+4,r�r**,riu�r�e�r °'�. - � County Escrow Fee$ (v 0 Permit Fee$ Notary$ Education/Training Fee$ 1, 90 Tech$ Scanning$ aw Radon$ — Code Enforcement$ --- Eand$ — Struct.$ Minus Plans Check Fee$ Total Fee Now Due$ (Continued on opposite side) �V f Bonding Company's Name(if applicable) �- Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) tJ A-- F .. Mortgage Lenders Address City State ?-iP s 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. i°WARNING TO OWNEBt;',{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 COMMENCEMENM" Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to.attachment. Also, a ce?Vled copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature kSignature Owner or Agent Contractor . The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 3 day of 20_ ,by,AGw� 91iEFNAAn day of J.2c ___,20% ,by f4 ccicc , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath as identification and who did take an oath. NOTARY PUB C�� NOTARY PUB Sign Sign: 1 L,, He 'm C LSM HOW- Print Print: a My Com 6D087235 My Commission Expires: ��11e,y 28,2008 My Commission Expires: 'A Y Conte pt.,.s E&pbwdnkiiYiiririnhYdr4nitiit4n8dnk4nirininitfYtkin1ninRintt4tAritkitiritfiiirinR4tYilnYirii4tinTn4it4inTririnRitinAnTrTnkdnArinRhBnTritftPt4nlnttinkTe (Certificate of Competency Holder) - State Certificate or Registration No. SCC D!_(..4'���_Certificate of Competency No. ��ee•��*�*�e��*�*��.*��es�e����+����:*�:�sv.ew��e.:�x���*������ aexass��$��x��r+s*�*s�rs��*a�:a��swa��re�s�� APPLICATION APPROVED BY: - 5 Plans Examiner — — - --- Engineer Zoning Chc7/7/Q3 Miami Shores Village Building Permit 10050 NE 2nd Avenue Phone: 305-795-2204 Permit Number: BP2005-12 Printed:1/19/2005 Page 1 of 1 Applicant: AGNES SHEEHAN Owner: SHEEHAN AGNES JOB ADDRESS: 1181 NE 103 ST Contractor ROLL A WAY INC Contractor's Address: 10601 OAK ST NORTHEAST Local Phone: Parcel# 1122320310060 Legal Description: BISCAYNE RIVER HGTS PB 43-73 LOT 2 BLK 2 LOT SIZE 100.000 X Fees: Description Amount FEE2005-746 Building Fee $180.00 Total Fees:$158.93 FEE2005-747 CCF $3.60 FEE2005-751 Training and Education Fee $1.20 Total Receipts: $0.00 FEE2005-752 Technology Fee $3.13 FEE2005-753 Scanning Fee $21.00 FEE2005-754 Submittal Fee ($50.00) Total Fees: $158.93 Permit Status: APPROVED Pennit Expiration: 7/3/2005 Construction Value: $5,500.00 �p P. Work: INSTALL 8 IVORY ACCORDIAN SHUTTERS �'yo f Signed: (INSPECTOR) In consideration of the issuance to me of this permit,l agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisbility for all work done by either myself,my agent,servants or employes. Signed: (Contractor or Builder) BY: NOTICE OF COMMENCEMENT . lllooligilimil A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION C.F N -.1 0 0 4 Fie I 1 516 8 9 OR Bk 22935 Ps 4099; (IPS) PERMIT NO. TAX FOLIO NO. 1/- 2:)5X-03/-004D RECORDED 12/23/2004 11:08140 HARVEY RUVINr CLERK OF COURT STATE OF FLORIDA: IIIAI1I-DADE COUNTYr FLORIDA LAST PAGE COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. Legal description of property and streettaddress: Wzt4s >PL,43-?3 ro+ !0 3 s+ M*tccw:c '_Z3U yeo -,4& 3313C 2. Description of improvement: -Sh.S�Cc l --uhh-�- �•.Q �Q L"t&J..4 3.Owner(s) name and address: LAB,,, I" It g t N S Interest in property. QLZ_� L-%= !L Name and address of fee simple titleholder. 4. Contractor's name and address: ko - A- S= a eaLAot bgsk LCD -14-e 3 O!o b 5. Surety: (Payment bond required by owner from contractor, if y) Name and address:__/ 4. Amount of bond$ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 4 8. In addition to himself, Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Sig6kkge of Owner 675W cod'a', , '/i Print Owner's Name_ 94AiGs Smac 7W Aly Prepared byp(;IIWEWWQO 915 � 7_E— Sworn to and subscribed before me this sat day of 12� , 20 Q�_. POMPAH0 BEAGHrFl.300 Address: Notary Public Print Notary's Name G t My commission expires: �, 20 aw 123.01-52 PAGE 4 8/02 STATE OF FLORIDA,COUNTY OF DADE xp COU. I HEREBY CERTIFY that this is a truo/the .° CLERK y(al filed in this off,caotn Ls day of AD 200!� •.. Q WITNESS my hand and Official Seal. w zra must Q HA�PE'f'M /�11Y,CLERK Circ unry arts .y`i0 wo BROWARD COUNTY MIA11�II-DADE CO Z ° BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH ROOF ANGLE>100 ROOF ANGLE>I(r A DESIGN LOADS-PSF EXPOSURE C-140 MPH DESIGN LOADS-PSF EXPOSURE C-146 MPH IcA MEAN ROOF ZONE 4&5 ZONE 4 ZONE 5 MEAN ROOF ZONE 4&5 ZONE 4 ZONE 5 ELEV FEET +(POSITIVE) -(NEGATIVE) -(NEGATIVE) ELEV FEET +(POSITIVE) -(NEGATIVE) -(NEGATIVE) 15 42.7 46.3 57.2 15 46.5 50.4 m U 20 45A 49.2 60.8 20 49.4 53.5 66.1 25 47.6 51.6 63.7 25 1 51.7 56.1 69.3 30 49A 53.6 66.2 30 53.8 58.3 72.0 P�0 5 H 35 51.1 55.4 68.4 35 55.5 60.2 74.4 ROOF 40 52.5 57.0 70.3 40 57.1 62.0 76.5 45 53.8 58.4 72.1 45 58.6 63.5 78.4 5 ® Nl 50 55.0 59.7 73.7 50 59.9 64.9 80.2 ® a 55 56.2 60.9 75.2 55 611- 66.3 81.8 sem" � 00 60 57.2 62.0 76.6 60 62.2 67.5 83.3 �C 7;17 ;`` USE ONLY EXPOSURE C FOR HIGH VELOCITY USE ONLY EXPOSURE C FOR HIGH VELOCITY tp HURRICANE ZONE-BROWARD COUNTY HURRICANE ZONE-MIAMI-DADE COUNTY a z e r 00 5 a ui m pC, CN PALM BEACH COUNTY PALM BEACH COUNTY z a W BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH $ O ROOF ANGLE>100 ROOF ANGLE>100 Ljr DESIGN LOADS-PSF EXPOSURE B-145 MPH DESIGN LOADS-PSF EXPOSURE C-145 MPH MEAN ROOF ZONE 4&5 ZONE 4 ZONE 5 MEAN ROOF ZONE 4&5 ZONE 4 ZONE 5 $•- A ELEV FEET +(POSITIVE) -(NEGATIVE) -(NEGATIVE) ELEV FEET +(pOSITIVE) -(NEGATIVE) -(NEGATIVE) $ 0 15 37.8 41.0 50.6 15 45.8 49.7 61A 20 37.8 41.0 50.6 20 48.7 52.8 65.2 25 37.8 41.0 50.6 25 51.0 55A 68.3 • ® 0 � A 30 37.8 41.0 50.6 30 53.0 57.5 71.0 35 39.5 42.9 52.9 35 54.8 59A 733 40 41.1 44.5 55.0 40 56.3 61.1 75.4 45 42.5 46.1 56.9 45 57.8 62.6 77.3 50 43.8 47.5 58.6 50 59.0 64.1 79.1 d � 0 0 55 45.0 48.8 60.2 55 60.2 65.4 80.7 JENKINS & 60 46.1 50.0 613 60 61.4 66.6 82.2 CHARLAND INCORPORATED 6.LConsulting Engtneem FLORIDA ENGINEERING BUSINESS 650 NOTES 3559 N.W. 53rd Street FORT LAUDERDALE, FL 33309 1.EXPOSURE B&C,IMPORTANCE FACTOR 1.0,TRIBUTARY AREA USED 10 SQ.FEET. PH: (954) 484-7777 -EXPOSURE B:URBAN AND SUBURBAN AREAS,WOODED AREAS OR OTHER TERRAIN WITH NUMEROUS CLOSELY SPACED FAX: (954) 484-7834 OBSTRUCTIONS HAVING THE SIZE OF SINGLE FAMILY DWELLING OR LARGER.EXPOSURE B SHALL BE ASSUMED UNLESS visit us on the web: THE SITE MEETS THE DEFINITION OF ANOTHER TYPE EXPOSURE. www.jcstructural.com N -EXPOSURE C:MEANS,EXCEPT IN THE HIGH�HURRICANE ZONE,THAT AREA WHICH 150 mss. Gene S. Sanders Q Q � THE COASTAL CONSTRUCTION CONTROL LINE,OR WITHIN 1500 FEET OF THE MEAN HIGH TIDE ON BARRIER ISLANDS,EXPOSURE CATEGORY C SHALL BE APPLICABLE IN THE COASTAL BUILDING ZONE SET FORTH IN W-4 I 8.161.55(5)FLORIDA STATUTES. Professional Engin r p 2.BLDGS.60 FT HIGH OR LESS,X10%OF MINIMUM WIDTH OR AII,WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% Florida LiCei�9, s. ANDERS FL P 26609--., OF MINII�4UM WIDTH OR 3 FT. NO.Z6S904 0 0 4.LOADS BETWEEN ELEV3.LOADS,POSITIVE AND A TIONS SHOWN IN TABLE CAN BE INTERPOLATED.AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. DEC - 71004 5.LOADS BETWEEN TABLES AT VARIOUS MPH,MAY BE INTERPOLATED. a 6. ENGINEER OF RECORD SHALL CIRCLE THE APPROPRIATE DESIGN LOAD FOR EACH PERMIT. 8 7.THE MEAN ROOF HEIGHT WAS PROVIDED BY SEG OR RAW PERSONNEL PER SITE INSPECTION. MIAMI-DADS,BROWARD,PALM BEACH COUNTIES I� BUILDING HEIGHT 60'OR LESS S } Roll-a-way Storm & Security Shutters 10601 Oak Street, NE, St. Petersburg, FL 33716 Phone 727/576-1143 Fax 7271576-8477 December 9,2004 Dade County Building Official Dear Sir: We are the Dade County Notice of Acceptance Holder for HT1 00 Accordion Extruded Aluminum Shutters(6063-T6 Alloy)under number 03-0219.09. This letter authorizes Roll-a-way/Prime Marketing Group to use HT 100 Accordion Extruded Aluminum Shutters(6063-T6 Alloy) approved under number 03-0219.09 to be used at the following job: Agnes Sheehan 1181 NE 103 Street Miami Shores, F1 33138 Sincerely, Lynn . Conlen Vice President STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this 9th day of December2004 by Lynn S. Conlen who is personally known to me and did not oath. Notary Public q�° Gem Honey My�ssi0n D0087236 ?*IV Expires January 28,2006 M M IA M NDADE MIAAff DARE COUNTY,FLORIDA =IMETRO•-DA.DE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Valco Enterprises,LTD 10601 Oak Street Northeast St.Petersburg,IZ.33716 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 AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested forquality 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "HT-100"Aluminum Accordion Shutter APPROVAL DOCUMENT:Drawing No.03-804,titled"HT 100 Accordion Shutter",sheets 1 through 7 of 7, prepared by Knezevich&Associates,Inc.,dated October 17,2002,last revision#1 dated December 04,2002, signed&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-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING:Each unit shall bear a permanent label with the manufacturers 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 NOA is displayed,1hen it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises&renews NOA#02-0426.01&consists of this page 1 &approval document mentioned above The submitted documentation was reviewed by Helmy A.Makar,P.E. NOA No 03-0219.09 co Expiration Date: 04/10/2008 OS�o i�o3 Approval Date: 05/01/2003 Page i 2.420" .048" ' 048•' •966 .875". 83' 3.840•• MAX. 9' 0 c N .125" 1.840" t,•p•• t o o .8.75" 483 945" p .,620 S, 620 1.533" t2 2 f t2 2 2 tn N t 90e in 00' 050' p= N TYP.2)t3 ' 2 1 t1 TYP'.-).y� (TYP. 025 •- In t211 � II � m t1 v, 1� 1 �a 91.5 2 t2 t2 0 %0 i0 oa _ Vi V z a S N 1 1 600" 0 055 in N °; 055" 6a 90•END SLAT z' M R Pi, 1 W 107" 1 t---t t1 ut a m ITYP.) m N SCALE HALF SIZE -N d g• W �t1 1.19 �l .41 0 t--- , - 93 1 N t2 7 " N 641" 1.250" N'- tS Q In 84" W► •05 t'; - 5; N. t� t3 1.533.. .'136" Fu o .076 LL _ (T>td.2) .985" .326'• .620" t ° Qo $ C -- 840' } p OSS" 250" E HEADER{LG a 55 3.283" 050" �� • N y O MOUNTED HEADER-WALL MOUNTE SCALE:HAL Hs (� n BUILD-QUT WALL HEADER ILL-WALL MOUNTE OAD1 SILL 70P �ADJ.SILL-BOT. ALTERNATIVE 4W C E:HALF 512E 3 SCALE:HALF SIZE 4 SCALE:HALF SIZE 5 SCALE:HALF SIZE 58 J.SILL"BOT• �TCNDS�AT ZSCAL :HALF SIZE 7 0 3.993" - 52" 245" 4 U� 'a o 4 478' 2.775 2. 8 to 8a ADAPTER SLAT 86" 4 2 >a N toSCALE:HALF SIZE 84 B N� O ON 65 .6,00" .630•' 450 52'• .LtS :.l N .285'1bOb. _ . N I D g m .246 tPb'' :'zed" b.b. TSP. LAT °' 1 .060 0, a .248 1 o O $ SCALE.HA E ni 60" 60" N 6D" .060•' o S ° 0 0 0 ` 1.039" 060" c c 1.0 9" O m 1 .060' m.. u1i uJi 190" 060" .060 w � In 60" d GENERAL ti^-TSe. 6p•' •' '•- _: = 60 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH 60 60" 45" 60" z 60" 4$- O • ,QI I THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE`MOA)BY n MIAMI2000E COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING 80 0 In 095 p r 0? CODE,2001. p N 084198r9 ut .095" c 2S0" o m 442" .942" 25o m 42 �� 9) 2, TO VERIFY THAT THE ANCHORS A5 TESTED ARE NOT OVERSTRESSED IN THESE ,94 942LAPPROVAL DOCUMENTS,NO INCREASE IN ALLOWABLE STRESS WAS USED IN THEIFASTENER ANALYSIS 91"3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING 1.89 " 10 + Ej erTHESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNIN1" QO . o WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA ICta�o °p BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd-0.85 SHALL BE USED. CENTER MATE 1 CENTER MATE 2 CENTER MATE 1 tw/LOCKING ROD) CENTER MATE 2 (w/LOdUNGROD) fig{ n 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND 00 NOT INCLUDE INFORMATION SCALE:HALF SIZ CALE:HALF SIZE 9a SCALE:HALF 512E SCALE:HALF 512E j FOR SITE-SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. Q QS. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61015-23 OF THE FLORIDA ADMINISTRATIVE CODE. 2 A17" VJ.ICK4,11 CH -� 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR 040; 312' PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED 14M Nlkaw 109m HEREIN AN THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES STAASSINLESS STEEL 4 6" O NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES STAT N(BLY 1214- R-4 14 DETAILED HEREIN. 320"0/ HOLE 15 485" W17" *7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID o m,p _THEAPPROVAL DOCUMENT5. oin RLON iN 11I I 15222 q8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS.THE c BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: N N 058, PLACE I 1 ! I 1 I .1 97" ���'� 4 A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND I 1 « 1.1a5" 322" oc SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT h1MICH DETAIL 1.100" 251" I 1 I 1 Znm AND JUSTIFY THE DEVIATION,SAID DOCUMENTS SHALL BE SUBMITTED TO THE I 1 I,co 80 0 PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL &4M30-AX. I I fn•- GRANTING HIS/HER APPROVAL. 2"MIN.-5"MAX. T?,ATEVERY 0 IER 1.400" 1/B'THICK STAINLESSSTEEL e`z G BI REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND Tpp 8O AMAX, CARRIER - a SECURED FROM THE MIAMI2000E COUNTY PRODUCT CONTROL DIVISION. ANGLE ROLLER ASSEM B Y BU HIN (NSE LOCKING M c v4 WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY tttlRRlt E �CgLE:HALF, E LF SIZE ZONE AREAS,ONLY OPTION"B"SHALL BE ACCEPTED BY THE BUILDING OFFICIA CALE:FUL ZE SCAL�� FIZEIZE 0� T 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: u 0 t sr.PErERR0L1se�OLODa t'T'j lasso" 0 IWAIHMM-0ApE awNn PRODUCT A17RO1/ED 36 0" 472"I.D. N- BO" 435"R t •10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE 2'373" /-- } P( t 375" R v` WITHIN tB-OF CENTER(VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE .158" 4 -•612••O.D. t 16 p I m ` 135"R pRODUCt•p"ISED HURRICANE PROTECTION. f 505"R m O 8S cO with tbe�>! •. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N. '•- •J m B9 e c 12. ALL SCQEWS AND BOLTS TO BE 2024-TL ALUMINUM ALLOY,STAINLESS STEEL,Vt J N 211" t2 AtCC@I&gCt)1j00 OZ/ O date 10/17/2002 OR GALVANIZED gTEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.L.U.O.N. e t2 y y 411" 150" 315"R 1 " jj mNo p • 9 POP RIVETS TO 8E 3/16"0,5052 ALUM.ALLOY,U.0 N. 1 1 7 .. acate dra.n ey 1.350" SOO" ® t = .200" � AS koTcc nca ` 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 2 a .0 6f dea:pn ny ckecked s c 14. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS. USE vn: VJK _ REMOVABLE ANCHORS SUCH AS POWERS CALK-IN ANCHORS. (OPIIONAV Dlvittj0p �� dra"Ing no. C 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S.PATENT AND TRADEMARK �, f LKOV'cR SILL OCKING ARM ALIGN ENT IDE HANDLE 03-$04 a OFFICE,PATENT No.5,755,270. LOCKING CLIPOR b90U G NYLON SHIM NYLON v 15 5CA4E:HALF SIZE SCALE:HALF 03/28/UJ 10:27 SCALE:HALF S sheet-1 of 7 A VARIES - NO LIMIT SINGLE ARM LOCKING TOP TRACK. MECHANISM AT CENTER 5219 BUSHING 2® SECTION OR MAY SHUTTER. EINSTALLED£ ON HANDLE _ 12 , 4, INSIDE OR OUTSIDE OF SHUTTER 7/16" 0.0. 0.63" LONG NYLON Q PLANV EW .50"0 I I I I4P BUSHING 2, II II e z a b w N ALT. LOCATION OF in z LOCKING MECHANISM f �� #10 x 2" SMS. MANUFACTURED Z- >n w F AT 510E = FROM #410HT OR 18-8 STAINLESS ' '" '" z I-u N W/ XYLAN 5200 FLUOROCARBON W d rr W j u SINGLE ARM LOC PTIONAL CLOSER HAND STEEL W/ XYLAN 5200 FLUOROCARBON ,,;� G a 5 v1 T.s. tOATiNG & ,460"4o x .050" THICK 300 d - tA=w z I++ SERIES STAINLESS STEEL WASHER �� c w Q SINGLE ARM LOCKING (TYP. TOP 8, BOTTOM) N X N 0. > ORCSIDE IOF SHUTTER. NYLON Q0 < N LOCK MAY BE INSTALLED ON HANDLE 13/8'_' �d .a '� _ INSIDE OR OUTSIDE OF SHUTTER N ' M o �• 0.0. x 0.90" ONG NYLON �� 2 Ql9 WBUSHING 2 LOCKING MECHANISM UMWtMMEM g�µOZBOTTOM TRACK CAN BE (- 18" ABOVE 0 #10 3" SMS.MANUFACTURED jCz OR BELOW CENTER FROM #410HT STAINLESS STEEL (SEE GENERAL NOTE 10) (DOES NUTREPIACE W/ XYLAN 5200 FLUOROCARBON 20 g o COATING & .460"• x .050" THICK 300 >E N SING�EAwMIOCq SERIES STAINLESS STEEL WASHER wi- TYPICAL ELEVATION SINGLE ARM LOCK OPTIONAL CLOSER HANDLE Tom) ^, o N.T.s. LOCKING PIN N.T.s. REW BUSHING&R i 11 SCALE,1-1/2"•1'-O" N.T.S. U5HING ASSEMBLY Y� MIN. SHUTTER SEPARATION MIN. SHUTTER SEPARATION FASTENER (� 24" O.C. FROM GLASS. (SEE SCHEDULE FROM GLASS. (SEE SCHEDULE (SEE ANCHOR SCHEDULE SHEET 5). DISTANCE TO BE ASTENER ((�� 24" O.C. SHEET L DISTANCE H BE FOR ANY ACCEPTABLE MEASURED FROM BACK OF FASTENER ((s)� 24" O.C. {SEE ANCHOR SCHEDULE MEASURED FROM BACK OF FASTENER (t� 24•' O.C. lies ANCHOR). SHUTTER BLADE OR FROM (SEE ANCHOR SCHEDULE 2" MI FOR ANY ACCEPTABLE SHUTTER BLADE OR FROM {SEE ANCHO SCHEDULEo INSIDE E WHEN MOUNTED FOR ANY ACCEPTABLE ANCHOR). HANDLE WHEN MOUNTED FOR ANY ACCEPTABLE2 MI ANCHOR). INSIDE. ANCHOR). n °° I.�I EAMDLEUR/ EXISTING ` A O7 SHI w GLASS �7 IOHA�j�4 � EXISTING 6 O 6a O7 HIM GLASS Z • $ Z I F z t = 1s d 1e $ � 1 � 3 1 0+ rt D C 14 13 y 8 (TYP.) 10 O O 14 8 3 y (TYP.) (TYP.) 0 (TYP.) SINGLE ARM LOCKING 17 6-1/2" 9a 17 VJ.KN MECHANISM AT CENTE SINGLE ARM LOCKING b-1/2 a o OR SIDE OF SHUTTER. OR SIDE OF SHUTTER, t M MECHANISAT CENTER v LOCK MAY BE INSTALLED OF HSUOTTER OUTBID ICAL PLAN MEIN LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE:9^.7'-0" SCALE:3`=T-g` �PTIONAI_PLAN VIEW 2003 P 4 & o E FASTENER SCHEDULE 1-1/ MIN. 3/4" MIN. SSE LY O q 1-1/2" MAX. E FASTENER SCHEDU 1-1/2" MAX. E oT- S 4 &(5� OPTIONAL LOCATION 3 z 0 T1" x 1•' x 1/8" SSEFIBLY T CS CONNECTION TYPE O taj g ALUM. ANGLE W/ PTIONAL l 1" x 1" z 1/8" REFERENCE ANCHOR n O 3/16"• POP l SCHEDULE FOR MAX. e o ACCESS HOLE 3/16"0 POP SPACING C e_ j RIVETS [B 6" O.C. XISTING • m STRUCTURE EXISTING o + STRUCTURE > U o j OPTIONAL PRODUCTREVISED p DRILL 5/8"o HOLE FROM JOINT BETWEEN SEE SECTION B ON SHEET 3 JOINT BETWEEN agcom BOTTOM OF EXT RUSION O4 REMOVABLE AND SEE SECTION L ON SHEET 4 I�Y�w(thtliiFlpl{�8 • BEFORE ASSEMBLY FOR FIXED SILL FOR COMPLETE INFORMATION 9REMOVABLE AND BaidiagCade TRUSS HEAD BOLT {TYP.) CS CONNECTION TYPE FIXED SILL FOR COMPLETE INFORMATION AaxIIDleeeNoo o .O REFERENCE ANCHOR C4CONNECTIONTYPE °it' c SCHEDULE FOR MAX. REFERENCE ANCHOR 0 0 �oi17/zooz E SPACING SCHEDULE FOR MAX. +c+l• dr+money o SPACINGnmvmw Asworco .xA c SECTION S KM V EW SE deal n—b-y—) cneek•d e SECTION T IIS C Vvac tlrwing no. a REMOVABLE FLOOR TRACK DETAIL OPTIONAL REMOVABLE FLOOR TRACK DETAIL O3-SO4 p» SCALE:3 .t_0« sheet 2 -0 7 0,312810Y 1o:z7 EXISTING CONCRETE,MASONRY 11 CONT. - FOR LARGER SPANS EX EXISTING CONCRETE. MASONRY E TWO 2"x 5" AL.ANGLES EXISTING CONCRETE,MASONRY WOOD STRUCTURE. SEE a ANCHOR SCHEDULE. TVP. OR WOOD STRUCTURE. SEE EXISTING CONCRETE,MASONR (SEE SCHEDULE 1 TYPE C) OR WOOD STRUCTURE. SEE , ANCHOR SCHEDULE, TYP. OR WOOD STRUCTURE.SEE C2CONNECTIONTYPE ANCHOR SCHEDULE, TYP.. C2 CONNECTION TYPE ANCHOR SCHEDULE. TYP. . REFERENCE ANCHOR ` REFERENCE ANCHOR EO.EO. MB. REFMB Cl CONNECTION TYPE SCHEDULE FOR MAX. �`. Z" x 2"x.054"ALUM.TUBE _ SCHEDULE FOR MAX. - r REFERENCE ANCHOR SPACING BUT 00 NOT MB TYP. TOP & BOTTOM SPACING S 5/8" MAX.. L._ SCHEDULE FOR MAX. EXCEED 8-V2"SPACING ROLLER ASSEMBLY % m SPACING 1/4-20 MACHINE BOLT W/ W 1/2'" TYP. EVERY OTHER w C4 CONNECTION TYPE / UT @ 12"O.C.(TYP.,TOP - - = 1/2" L7 REFERENCE ANCHOR 'si, T , x& BD TOM) W F c:ti w++O O2 •'} V � ACING E FOR MAX. 0 a' Q ' z 4- 1/4" MAX. SPvz , 1/4" s w Q 1/4" MAX. Z►- - Z 1 MAX. MAX. W d G F Z Q.- EDGE Z Z Nr < Q N� SEE TABLE 2 ZW DiST. Z Caw Z Q'- Wu 0 a Q Ix c (n loLq J Q aw <0 £ SEE TABLE 2 8 W Ola �R DOOR F�� SEE.TABLE 2 3a SEE TAa.tni BLE 2 y 3a 0 f-:: 3/16"0 POP RIVET 8 3 w p� p►- 0 r '� OR #12 TEK SCREW =zpw 8 ~J w J 0• v bGGhL y <-m O I-J- O F Jw Vf N W OR DC50R =ao Cn1 6" O.C.(TYP.) G q� Gl.q c y Q= &Q - X vai�. 0 DOOR 3-3/4"MAv7n, Xw OR DSOOR 3- /16« _�ap0 Q W W X 1: SSEMBLY Xx Qz MAX. y= o8z °s z Q wy 1" x 1" x 1/8" Q X Fu vID "' o ALUM. ANGLE �y PD�iKt� i0Q wy Q w� g +^ W/ 3/16"0 POP 3/16"# POP RIVET vi E w _ IU w RIVETS(al 6" O.C. N 1/4'' MAX. C�6"O.C.(TYP.) 1/4"MAX. uj y >F w _ 1/ wo 1/4" w -OPTIONAL FASTENER MAX. 1/4" WN 0 LOCATION IN LIEU OF ANGLE TOP & BOTTOM w MAX. 0 z .' MB. ® SUPPORT - STAGGER 1/2" O3 Ne0 '- CS CQNNECTION TYPE ANCHOR 1/4" OFF CENTER RECONNECTIONRCH R b C2 CONNECTION FYPE o REFERENCE REFERENCE ANCHOR CONNECTION-TYPE d MB. REFERENCE ANCHOR REFERENCE ANCHOR SCHEDULE FOR MAX. SCHEDULE FOR MAX. SCHEDULE FOR MAX. 1/2. REFERENCE ANCHOR SPACING SCHEDULE FOR MAX. SPACING SPACING SCHEDULE FOR MAX. B SPACING BUT 00 NOT O SPACING ( v S/8"MAX. 1�1 CONT.-FOR LARGER SPANS EXCEED 8-1/2"SPACING RE TWO 2" x 5" AL.ANGLES m MA 0—o (SEE SCHEDULE 1 TYPE G S/8." MAX. WALL MOUNT SECTION 0CEILING t DE MOUNT SECTION " O SCALE,3".r-o" B ILD-0UT MOUNT SECTI O BUILD-OUT MOUNT SECTION • n SCALES 3"a SCALE+'3"s 1'-0" 1 D SCALES1'-0" r i EXISTING CONCRETE.MASONRY �¢ OR WOOD STRUCTURE. SEE -1/.2' -1/2'1 4" x 1/8" 6063-T6 ALUM. _ Zm ANCHOR SCHEDULE, TYP. EXISTING CONCRETE,MASONRY CONTINUOUS PLATE W/ w i A WOOD STRUCTURE. SEE I THREE 1/4"0 WOOD LAG O � C3 CONNECTION TYPE ANCHOR SCHEDULE. TYP. EXISTING WOOD SCREWS WITH 2-3/4" 1� REFERENCE ANCHOR � co TRUSS OR RAFTER Q� pENETR."T."IN WOOD(a1 /amu a EM SCHEDULE FOR MAX. C1 CONNECTION TYPE �° 24"MAX. O.C. w, MINIMUM THREADED I _ • O SPACING BUT DO NOT REFERENCE ANCHOR EXISTING WOOD OR wF EACH RAFTER OF TRUSS. St EXCEED 6" SPACING 1/4-20 MACHINE BOLT W/ SCHEDULE FOR MAX. STUCCO FINISH O:w EACH O.C. MAX. OF TR i 11 CONT. 1i CONT. NUT (� 12" O.C.(TVP., TOP SPACING MATERIAL I I XZ PLATE EXTENDS RE a 1/2" &.BOTTOM) F 3 - 2 TYP. TOP & BOTTOM a BEYOND LAST TRUSS, 1/2" 1/2" 5/B" ROLLER ASSEMBLY ®� 1/2" EXTEND TRUSS PLATE TO NEXT VJ.IWEZEVICH 11 CONT. TWO 1/4-20 1/2'. TVP.EVERY OTHER PIN W 0. 1/2" MAX. FL /om i O MACHINE BOLTS O #14 SMS CM 24" 1/4" 1/4" MAX. O.C. MAX. N o W/NUT OR #14 MAX. F TEK SCREW'(ol 12"O.C. 1/4" MAX. BETWEEN TRUSSES Z I . (TYP.,TOP&BOTTOM) '' z i SEE TABLE 2 a� Z a� naw o, Ww a� SEE TABLE 2 a w� t/IJ Sh'MOR 8 �y . GGLLIA '" a 3Q 2 8 2009 9-3/16" MAX. �z Ow OR DSOSOR 8 JJ Q ALT. ANGLE LEG DIRECTION. a Qo 7 Qj SEE TABLE 2 a� m REVERSED ANGLE LEG MAY X1n w x O X� _ :11C BE FROM ONE ANGLE OR joc FROM Q in "BOTH ANGLES {TYP.}. F XMAX. Q avyuC1 CONNECTION TYPE E o X fu 41y c o REFERENCE ANCHOR Qw SCHEDULE FOR MAX. 1/4" MAX. ��:,z, ' SPACING BUT DO NOT EXCEED 6" SPA NG2� w F: AX. 11 CONT. y 1/4" MAX. 16 e w o i 1/2" 1/2" — Pi40DUCT R8VISSD C3 CONNECTION TYPE ~+ _ EMBED. REFERENCE ANCHOR momplylagwIllbtLemd" "« 11 CONT. -11 CONT. C1 CONNECTION TYPE SCHEDULE FOR MAX. BetdllcgCo& .- c EMBED. REFERENCE ANCHOR SPACING AocepfaaoeNo -O Z. - c SCHEDULE FOR MAX. SPACING an Dab o v8 10/17/2002 E " 5/8" MAX. -S/B" MAX. EXISTING CONCRETE,MASONRY +c+�. dr."n Mby C E By •s rono ►sca � NOTE OR WOOD STRUCTURE. SEE EO. O. DivWm d++�vn ey cn.cR.d by gpTTOM MOUNT DETAIL ANCHOR SCHEDULE. TYP. Cmttd vM v,K MAY BE USED AT TOP. C �[ dr+winp no. z BUILD-OUT MOUNT SECTION LOOR MOUNt ECTiON 03-804 M E SCALES 3"•P-0" BUILD-OUT MOUNT SE O G SCALE+3".r-a" 03 28/03 7D:27 - - sheet 3 of 7 EXISTING. STRUCTURE w 5/8"MAX. OR DGGLq5 OOR 2" x 3"x 1/4" , M 6063-T6 ALUM. ANGLE SEE TABLE 2 TWO 3/8"m POWERS --�/-DETAILS®&® W,0 CALK-IN (& 3-3/4" O.C. 1-1J4" DRILL 7/16"�HOLE D w W/ 1-1/4 MIN. EMBED. THREE-1/4"O THRU BOLTS "�x 8 = g IN 3 KSI CONC. (�a 1"MIN. DRILL 5/16'•0 HOLE WITH 4-1/2"MIN. i Tw ALUM.BEAM(SEE BEAM 1.13 2 7;« in z EDGE DIST.OR FOUR ^ SCHEDULE BELOW FOR X Q 1/4"le ELCO CRETE-FLEX a BEAM DESCRIPTION'& o Q 0. z z (it 3" O,C. W/ 1-3/4" MAX.HORIZONTAL SPANS) o EEMBEDMENT & 2-1/2" _ Tf N 4 I ZFv EDGE DIST. IN EACH 0 1/4-20 S.S.MACHINE SCREW ANGLE 12' O.C. USE THRU to a BOLT OR ACCESS LE AS uw V u N 11z^ t.ea". 1.sa" tz• iJ4NDETAILJ X.SHOWNI3.00"\o 1/4"MAX. O v. _ 1/2" u- � RI .. df l z edwj a 0. Rf V) ALT.LEG ir Lu==moo v1 ANGLE DETAIL USING CALK IN ANCHOR I c 1 3 a W $a ro DIRECTION QwsuF' Q EMBED. 4/4-20 S.S.MACHINE SCREW&NUT z e. f- m In_$ z Cl0 12"O.L. PROVIDE T'0 ACCESS HOLE na SEE TABLE 2 � �9r=XQ SCALE,3 1-o^ BACK SIDE FOR FASTENING @ i N gLLq R DOOR .y Q I--<z PLYWOOD AND TWO 1/4"0 S.S.LAG SCREW Cal uo ado 8 w:)00: - DRILL 5/16"0 STUCCO FINISH 24"O.C.MAX. W/1-3/4"PE R, z g 7 w IN CENTER OF STUDS 5/8"MAX. wl- 9 N ALUM.BEAM& Q N=moo'^ HOLE t.o0• 3.00~ 3.00~ 3.00~ 1.00" .+ � vt LL 1" x 3" x 1/8" OR N� i SHUTTER SCHEDULE 1" x 4" x 1/8" Luin 6063-T6 ALUM. TUBE Zz S SHUTTER BEAM o , o o n +' DESCRIPTION o (MAX.DESIGN LOAD 172 PSF) YU o SPAN SPAN (MAX.DESIGN LOAD•72 PSF) o 2" x S' S'-�" 9'-5" OSOPESUPPORT BEAM DETAIL NWALL MOUNT SECTION-USING ALUM TUBE Tw = .125" 1.50" 2.50" 3.00" 3.00" 2.50" ' SCALE:3"=1'-0" O a 8'-0" 8'-1" Tf = .125" 11,00" EXISTING CONCRETE,MASONRY ULEO iSm OR WOOD STRUCTURE. SEE 7'-6' v NOTE: 1. USE BEAtj SCHEDULE FOR ANCHOR SCHED , TYP. 2'• x 8" 5'-0" 14'-0". DETAILS II��'- ANO J. EO.EO. 0 Tw = .072" 8'-0" 11'-6" T. SHUTTER SPAN TO BE LIMITED •� Tf . .224" TO THOSE SHOWN IN TABLE, SHEET 5. ANGLE DETAIL USING CRETE-FLEX ANCHOR 5/a•' MAX. 0 10'-0" 10'-4" V2 m a� 3. BEAM SPAN SHALL BE CONSIDERED cul AS THE DISTANCE FROM OF SUPPORT SCALE:3"-1'-0" e C4 CONNECTION TYPE L O 2" x 9" 5'-0" 15'-5" REFERENCE ANCHOR I"' TO IL OF SUPPORT. SCHEDULE FOR MAX. Tw = .072" 8'-0" 12'-5". SPACING Tf = .224" co 1/4 MAX. LLq LLSpEE TABLE 2 Qw 3 �R DSOSOR SEE TABLE 2 Q D3� GGLLg5S �R DSOSOR F w'n a r�~mow QR DOOR 3/16"0 POP RIVET 8 j�3'- VJ.IWEZEVICH <ww�3 SEE TABLE 2 * :0 OR #12 TEK SCREW =2pw q,{�e ggst _= O F @ 6" O.C. (TYP.) vi Qu_ 8 w muN=.j m d 0<0 3Q y prop R�/ET D _w=X 1E 8 viz SSE BLY F ¢ @�6 10.C.EK S�REW N wOO�n F tA m F M X w ON u! Ll. a I^ C4 CONNECTION TYPE @ 6"O.C.(TYP 1 1/4" o TWO 3/8"0 POWERS 1-1—/4 E LL REFERENCE ANCHOR MAX. �+ CALK-IN (la 3-3/4" O.C. SCHEDULE FOR MAX. W/ 1-1/4 MIN.EMBED. AS EMBL 04 3/16"0 POP RIVET I SPACING .+ �+ IN 3 KSI CONC. iv! & 5 OR WITH 4-1/2•' MIN. OR " TEK SCREW 1/2' ° o EDGE DIST.OR FOUR @ 6" D.C. 1/4" bg 1/4"� ELCO CRETE a AL.BEAM(SEE BEAM t. M OPTIONAL LOCATION v (� 3"O.C. W/ 1-3/4" SCHEDULE ABOVE FOR I1/2" CS CONNECTION TYPE e . go / EMBEDMENT & 2-1/2" _ DETAILS Tf BEAM DESCRIPTION& e % ANGLE IST.IN EACH i ®wa I MAX. HORIZONTAL SPANS) 3 REFERENCE ANCHOR DGE pis n+ d 1/4-2(�0 S.S.MACHINE SCREW& SCHEDULE E FOR MAX. ' �+ R. ' Ttv 1" MIN. ACCE552H0.INRB IDIO1`10M OF I �� FOR WOOD PLATE USE 1/4"� L CEILING/INSI_DE MOUNT SECTION `a - BEAM OR USE THR BOLT AS �; S.S.LAG SCREW W/ 1-3/4" _ O SCALE:3":1'-0" HOLES EMBED. PENETRATION INTO WOOD 3; r SHOWN IN DETAIL�1 PLATE @ 12'•O.C. a yy 3" 1/4" TWO 1/4"0! S.S.LAG SCREW ,- / } 603-TALUM. ANGLE PLYWOOD AND I I PROIDUCTREYISED• STUCCO FINISH } I PENETRATION IN CENTER OF ascbm�n�dw"�8 dell " EExx 7T'NN 55 THREE-1/4"O THRU BOLTS ..jj"jj o WSOBRE" MAX ALT. LEG DIRECTION 5/8"MAX. STUDS AuldiaaaaeNo03-o'LI .p[7 toitt/2ooz E 2"x 6"P.T. sc.l. dr.wn by WOOD PLATE EXpif dmDateo o� AS NOTED nc. (MAX.DESIGN LOAD•72 PSF) (MAX DESIGN LOAD 172 PSF) v Y vm d.slgn by che[Ned b d—Ing no. a QBOTTOM S UPPORT BEAM DETAIL OWALL MOUNT SECTION-USING 2e x 6"P.T.WOOD PLATE �a�cccons 03-804 SCALE:3"=r-o- sheet 4.o.f 7 03/2870-3 10:27 "MINA MAXIMUM ALLOWABLE SPAN SCHEDULE MINT TE YPEMINIMUM SHUTTER SEPARATION FROM GLASS(IN) FASTENER(� 24"O.C. B (USE ANY ANCHOR IN L TA TYPE 8 TYPE C TYPE D L MINIMUM MINIMUM ANCHOR SCHEDULE) E NEG. DETAIL F DETAIL C ALL OR DETAIL E SEPARATION SEPARATION 1 DESIGN DOUBLE FROM GLASS FROM GLASS MOUNTING C O W/ 2 POSITIVE LOAD CONDITIONS ANGLE DETAIL E ACTUAL FOR FOR (PSF) SINGLE ANGLE REQUIRED 9-3/16" DESIGN SPAN INSTALLATIONS INSTALLATIONS EXCEPT REQUIRED 3-3/4" MAX. B.O. LOAD (W) (FT - IN) LESS THAN OR GREATER THAN N ©� 3-3/4" EQUAL TO 30' 30' ABOVE #10 x 1/2" GALVANIZED SMS MAX. B.O. MAX. 8.0. {PSF) ABOVE GRADE GRADE z;: = b O 18/6�0 ALUM.POP RIVET (FT - IN) (FT - IN) (FT - IN) (FT -IN) (INCHES) (INCHES) _W * 8 W 1"x 1"x.055" 1" x 2" x.OSS"• 30.0 13 - 1 12 - 4 13 - 1 12 - 7 5 - 0 2-7/8 1-1/2 �^~ a 7 2" x 3" x .055$' • 2" x 4" x .0!S5" 38.0 13 - 1 11 - 0 13 - 1 11 - 2 7 - 0 2-7/B 1-5/8 1W-a N g OR 2" x 5" x.1215" AL. ANGLE 40.0 12 - 11 10 - 8 12 - 5 10 -.11 , 30.0 8 - 0 2-7/8 1-5/8 -0 c 48.0 12 - 4 9 - 9 10 - 4 10 - 0 11 _ 0 3 2-1/8 p` gM w52.0 12 - 1 9 - 4 9 - 7 9 - 7 13 - 1 3-3/4 2-3/4 N N in . V GALT.CLOSURE DETAIL 56.0 11 - 11 9 - 0 9 - 0 9 -3 5 _ p 2_7/8 1-1/2 In $ $ W SCALE 3^=r-0^ 61,5 11 - 7 8 - 7 8 - 7 8 - 10 N 63.3 I1 - 6 8 - 6 8 - 6 8 - 8 7 - 0 2-7/8 1-5/8 Dtf� u Z "MIN 2-7/8 1-5/B xW 40.0 - - ,.� FASTENER p�24"O.C. 66.8 10 - 11 8 - 3 B 3 8 5 8 - 0 C (USE ANY ANCHOR IN p 3 V� o ANCHOR SCHEDULE) 67.5 10 - 9 8 - 3 8 - 3 $ - 5 11 _ 2-1/'4 °D 71.2 10 - 3 8 - 0 8 - 0 B - 2 12 - 11 3-3/4 .3 W� a WN 0 75.0 9 -.8 7 - $. 7 - $ $ - 0 5 1-1/2 - 0 2-7/8 2 Z 81.4 8 - 11 7 - 0 7 - 0 7 - 4 7 - 0 2-7/8 1-5/8 zo '20 w #10 x 1/2"GALVANIZED SMS Yu c OR 3/16"0 ALUM. POP RIVET 86.8 8.- 5 6 - 7 6 - 7 6 = 10 50.0 8 - 0 2-7/8 1-3/4 18" O.C. � C� 91.4 8 - 0 6 - 3 6 - 3 6 - 6 11 - 0 3 2-1/2 1"x 1"x.055" •1"x 2"x .055"• 100.0 7 - 3 5 - 9 5 - 9 6 - 0 12 - 2 3-3/4 2" x3" x .055°' • 2" x4" x .0�5" 3 O a OR 2" x5" x .1215" AL. ANGLE 110.0 6 - 7 5 - 2 5 - 2 5 - 5 o e 7 120.0 6 - 1 4 - 9 4 - 9. 5 - 0 5 - 0 2-7/8 1-1/2 O �m 7 - 0 2-7/8 1-5/8 n 1 130.0 5 - 7 4 - 5 4 - 5 4 - 7 up a -@ALT.CLOSURE DETAIL 60.0 8 - 02_7/$ 1-3/4 a�D N 140.0 5 - 2 4 - 1 4 - 1 4 - 3 1i - 0 3 1-3/4. 0. • Wp 1 SCALE:3"=1'-0« 150.0 4 - 10 3 - 10 3 - 10 4 - 0 T' 1"x 2"x 1/8" 11 - 8 3-3/4 3 • z a ALUM. ANGLE o 160.0 4 - 6 3 - 7 3 - 7 3 - 9 5 - 0 170.0 4 - 3 3 - 4 3 - 4 3 - 6 2-7/8 1-1/2 O 1 3#10 TEK SCREWS ° 7 - 0 2-7/8 1-5/8 OR 3-3/16"0 ALUM. NOTES: /p POP RIVETS (TYP.) 8 70.0 8 - 0 2-7/8 1-7/8 I =� to 2"x 2"x 1/B" ° #10 TEK SCREW OR 3/16"0 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON 9 - 6 3 2=1/4 n ALUM. TUBE ALUM. POP RIVET @1 24" O.C. MOUNTING CONDITION IN FIELD. 0 6063-T6 ALLOY (.TYP.) 10 - 4 3 Y_5/8 TWO 1/4"0 FASTENERS 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE EACH ANGLE (SEE ANCHOR NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE 5 - 0 2-7/8 1-1/2 Q 9 R9a ANCHORjE FOR ANY ACCEPTABLE USED TO DETERMINE ALLOWABLE SPANS. 7 - 0 2-7/8 1-3/4 VJ.IWEZE'YICH 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE 80.0 8 - 0 2-7/8 1_7/8 TR8' ow NOTE: MAX. SHUTTER SPAN. 11 - 0 3-1/8 3_1/8 EITHER CONDITION MAY BE-TYPICAL j FOR EITHER SIDE 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE 15 - 1 Y_7/g 1_4 j MIN. SHUTTER SEPARATION FROM GLASS. OCORNER CLOSURE DETAIL 7 - 0 2-7/8 1-3/4 0 SCALE:3"=1'-0^ o Z 90.0 8 - 6 2-7/8 2 o Q IL 11 - 0. 3-3/8 3-3/8 o MIN.SHUTTER SEPARATION a LO) C ` FROM GLASS (SEE SCHEDULE (A .o 19 - 6 3-7/8 [+ a i 2"x 2"z .125" SHEET 5) �°D N o ALUM. ANGLE CONT. oC OQ S - 0 2-7/8 1-1/2 < 0.062"THICK W_JI_ v RECESSED SILL t~- -JW 7 - 0 2-7/8 1-3/4 c 8 N 0 3105-H32 OR aj 100.0 8 - 0 2-7/8 0 6063-T6 ALUM. 2 10 0 ALLOY (i/8" BELOW q= 9 - 0 3 2-3/4 0 1/4-20 TRUSS HEAD CONCRETE) do BOLTS & NUTS W/ Q WN 10 - 3 3 3 ` (9 0 9a LOCK WASHERS (la 1/4"MAX. 1-1/1." • aU7A ISTING STRUCTUREN. 3,0.00 PSI CONCRETE usCOMPlyL *t WFIcAln d0aEXISTING STRUCTURE 10/172002NCRETE FASTENER (i0 B" O.C. cwe A� ceNoa3-•OZ•IAfNDTEDNY SCHEDULED FASTENER IS �T DD $ HALF O�B e ACCEPTABLE P USE MALE OR FEMALE AS �� 0 8 0�[p v checkeVm REQUIRED By a.evxIy ne. ®A ATECORNER CLOSURE DETAIL OALTERNATE FLOOR MOUNT DETAIL powl CO° O3-$U4 o SCALE=3 r-0 sheet 5 of 7 03/28755' 10:27 _ 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING ONOiES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPAN LOAD MIN.2"EDGE DISTANCE IN K DGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPAN TO SPA TO SPANS UP TO SPANS UP TO P.S.F. S'-B" 8'-0" 9'-0" 13_1 S'-8" -0" 9'-0" ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) 1) (5 TE 1) (SEE NOTE 1) (SEE NOTE 1) mi vz o z S (SEE CONNECTION TYPE CDNNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION.TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ZN NOTE (SEE NATE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (S E NOTE 3) (SEE NQTE 3) (SEE NOTE 3) (SEE NOTE 3) w "t ►- 1) C1 C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 C4 CS Cl CI C3 C4 CS Cl C C3 C4 CS C1 C 3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 w� u _ 45.0 12 12 12 12 7 12 12 12 8 S 12 12 12 '7 4 10 5 S 5 3' 12 12 12 12 9 12 12 12 10 6 12 1211219 S 11 6 6 6 3 I i o QO H 57.0 12 12 12 9 '6 12 12 12 6 4 11 9 10 6 3 8 3 4 12 12 12 11 7 12 12 12 8 5 12 10 1Z 7 4 9 3 3 5 3- E- E 1/4"0 ITW TAPCON W/ 73.0 12 12 12 7 4 10 5 S 5 3 9 4 3 4 8 3 4 12 12 12 9 5 11 6 6 6 4 10 1. 1 4 5 3 9 3 1 3 5 3 O, u S 1-1/4"MIN.EMBEDMENT 105.0 10 5 5 5 3 8- 3 4 8 3 4 8 3 4 11 6 6 6 3 9 3 3 5 3 9. 3 3 5 3 9 3 3 5 3 H W $^+ 0 NWIL3.100P.S.I.CONCItIM 170.0 8 3 4 8 _3 4 8 3 4 8 3 4 9 3 3 5' 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 QZ N 45.0 12 12 12 12 9 12 12 12 9 16. 12 12 12 8 6 12 9 9 5 4 12 12 12 12 12 12 12 12 12 10 12 '12 12 12 9 12 11 11 9 6 v� y�S o * Wg '^ 57.0 12 12 12 10 7 12 12 12 7 5 12 12 1Z 6 4 12 5 4 4 3 12 12 12 1Z 11 12 12 12 12 B 12 12 12 10 T 12 6 6 7 5 1/4"0 POWERS CALK-IN 73.0 12 12 12 8 5 12 9 9 1 5 4 12 6 6 5 3 12 5 4 4 3 12 12 12 12 B 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 W� o 00 W/7/8"EMBEDMENT &1/4_20 STAINLESS 105.0 12 9 8 5 4 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 IVB STEEL MACHINE SCREW W'^ Z o tMIN.3.000 P.S.I.CONCRETE) 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 6 6 7 5 12 6 6 7 5 12 6 1 6 712 6 6 7 5 Z z $ 2 45.0 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 4 4 4 12 12,12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 mu U 57.0 12 12 12 8 5 10 10,10 5 3 9 7 8 5 3 6 3 12 12 12,10 6 12 12 12 7 4 10 8 9 6 3 7. 4 1/4"0 POWERS 73.0 11 11 11 6 3 8 4 4 4 7 3 3 4 6 3 12 12 12 7 4 9 5 5 5 3 8 1 3 3 4 7 4 Q ZAMAC v NAIL-ININEW/MEET 105.0 8 4 4 4 6 3 6 3 6 3 9 5 4 5 3 7 4 7 4 7 4 O MIN.EMBEDMENT - o ¢ (NMS. ps 1. PIE) 17 0.0 6 3 6 3 6 3 6 3 7 4 7 4 T 4 7 4 d u * 45.0 12 12 12 12 11 12 12 12 12 7 •12 12 12 11 6 12 8 7 7 4 12 12 12 12 12 12 72 12 12 8 12 12 12 12 7 12 B B 8 S . 0 * 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 11 4 4 6 3 12 12 12 12 9 12 12112111 6 12 12 12 10 6 12 4 4 7 4 O �d Mo 1/4^0 ELCO MALE/ FEMALE"PANELMATE"W/ 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 4 6. 3 12 12 12 12 7 12 8 8 8 5 12 6 5 7 4 12 4 4 7 4 a 1-1/4 MIN.EMBEDMENT -� &1/4-20 MACHINE 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 1 SCREW WITH NUT OHw CONOIETty 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 b 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 / 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 72 12 72 12 9 12 12 12 72 8 12 10 70 9 6 1rMOV 7.0 12 12 12 12 8 12. 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 1 12 72 17 1 12 12 7. 12 12 12 10 7 12 6 .5 7 .4 1/4"ELCO TEXTRON 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 2 11 10' 9 6 12 7 7 8 5 12 6 5 7 4 Q HEX-FLANGE TAPCONI 3 HEX HEAD TAPCON 1 5.0 1Z 8 8 7 4 12 4 4 6 3 12 4 4 6 3 .12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 VJ.� � g W/1- /4" ED 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 1 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 ttllosKa m 1 45.0 12 12 12 12' 11 12 12 12 12 7 12 12 12 11 7 12 B 8 7 4 12112 12 12 12.12 12 12 12 9 12 12 12 12• 8 12 10 10 9 5 57.0 12 12 12 12 8 12 12 12 9 6' 12 12 12 8 5 12 4 4 6 3 12 12 12 12. 11 12 12 12 12 7 12 12 12 10 7 121 6 1 5 7 4 1/4'0 ELCO CRETE FLEX S EMBEDMENTN. 73.0 12 12 12 10 6 12 'B 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 ]d14 105.0 12 B 8 74 12 4.'4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 57 4 12 6 5 7 4 12 6 5 o fmmL 3.350 P.f.t.CONCtETq 17 0.0 12 4 4 6 '3 12 4 4 6 3 12 4 4 6 3 1 Z 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 u 100 q ANCHOR SCHEDULE N FASTENER MAXIMUM SPACING pNCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS rX. LOAD MIN.3/4'EDGE DISTANCE o N (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO m P.S.F. 5'-8" ANCHOR TYPE MAX. SEE NOTE t °u { ) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) s Q _� - (SEE CONNECTION TYPE C00JECTION TYPE CONNECTION TYPE CONNECTION TYPE S j NOTE (SEE NOTE$) (SEE NOTE 3) {SEE NOTE 3) (SEE NOTE 3) SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED a 1) C1 C2 C3 C4 CS C7 C2 C3 C4 CS C1 C2 C3 C4 CS Ct C2 C3jC4 C5 aseompbingwkbthe Florift ., 45.0 12112112 9 7 12 12 12 6 5 12 12 12 5 4 11219 9 3 3 BtHdlRgCode dare �`7�A�@1V1t5111mR11� AecePMace No -0 2 .OQ 10/17/2002 c 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 ±51- PENETRATION 3 Eipilatl08 Date seals drawn by 0 1/4"O WOOD LAG W/ AS 6NOTEu !KR C 1-3/4^MIN.THREAD 73.0 12 12 12 S 4 12 9 9 3 3 12 6 6 3 12 3 Design by chaci.ad b 3 SHEAR 105.0 12 9 8 3 3 12 5 4 3 12 5 4 3 12 5 4 3 ( wK VJK PARALLEL OR PERP. DIYision d•awMq no. TO WOOD GRAIN 170.0 12 5 4 3 12 5 4 3 12 5 4 3 12 5 4 3 03-804 a` -03T20/V.5 10:27 11 sheet 6 of 7 V 9 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN.2-EDGE DISTANCE MIN. " DGE DISTANCE (W) SPANS UP TO SPANS UP 70 SPANS UP TO SPANS UP TO SPA TO S 5 70 SPANS UP TO SPANS UP TO P.S.F. $._8.. 8._0.. 9._0.. 73._1.. $._8.. 8._0.. ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) TE 1) � "NOTE 1I (SEE NOTE 1) (SEE NOTE 1) UZ i� z (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYP CONNECTION TYPE C CTION TYPE CONNECTION TYPE CONNECTION TYPE Z► pR NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) w d# W .F r 1} C1 CZ I C3 C4 I CS C1 CZ C3 C4 CS C1 C2 C3 C4 CS Cl I C2 C3 C4 CS Cl In C3 1 C4 1 CS Cl C2 C3 C4�C5 C1 CZ C3 C4 CS C9 C2 C3 C4 C5. v 45.0 12 12 12 7 4 4 9 9 5" 3 8 8 8 4 5 3 3 3 12 12 12 8 5 10 10 10 6 3 9 9 9 5 3 6 3 3 3 57.0 10 10 10 5 3 7 .7 7 4 6 5 5 3 4 11 11 17 6 4 8 8 8 4 7 $ 6 4 5 3 ud EITW73.0 7 7 7 4 $ 3 3 3 4 4 6 8 6 5 3 6 3 3 3 5 3 5 3 O, y 1/4"0 1.14"MIN TAPCON W/ 7 Low $ u M 1-1/4"MIN.EMBEDMENT 10$.0 S 3 4 4 4 6 3 3 3 5 3 $ 3 5 h W _T700 4 4 4 4 5 3 5 3 5 3 5 QW W bz $ w Y 45.0 12 12 12 7 5 17 11 11 5 3 10 10 10 4 3 7 3 3 3 12 12 12 12 7 12 12112 8 5 12 12 12 7 4 BNJ3 3 � Y $7.0 12 12 12 6 4 9 9 9 4 8 6 7 3 5 2W12 1212 9 5 11 11 11 6 4 10 8 9 5 3 7 73.0 10 10 10 4 3 7 4 3 3 6 3 5 12 12 12 7 4 9 5 4 5 3 8 3 3. 4 7 WF o N 1/4"0 POWERS CALK-IN W/7/8"EMBEDMENT 105.0 7 3 3 3 5 5 5 8 4 4 S 3 7 4 7 4 74 Nj o 'b 1/4-20 STAINLESS wN Z!r STEEL MACHINE SCREW 110.0 5 5 5 5 7 4 7 4 7 4 7 4 Lu g -� 45.0 12 12 12 7 4 8 8 8 5 3 7 7 7 4 5 3 12 12 12 9 S 9 9 9 6 3 8 B 8 S 3 6 3 3 3 sey SF c m 57.0 4 9 9 6 3 6 6 6 4 6 4 5 3 4 10 1D 10 7 4 7 7 7 S 6 5 6 4 4 3 1/4"0 POWERS 73.0 7 7 7 4 5 3 3 4 4 8_8 8 5 3 6 3 3 4 5 3 4 3 O 3 ZAMAC v NAIL-IN W/1-1/8~ 105.0 5 3 4 4 4 S 3 3 3 4 3 4 3 a 3 O O O MIN:EMBEDMENT u 174.0 4 4 4 4 4 3 4 '3 4 3 4 3 1 O co * 45.0 12 12 12 9 5 12 12 12 6 4 11 11 11 5 3 B' 4 4 3 12 12 12 10 6 12' 12 12 7 4 12 12 12 6 4 8 4 4 4 B ;� * 57.0 12 12 12 7 4 10 10 10 5 3 9 7 B 4 6 3 12 12 12 8 5 10 10 10 5 3 9 7 8 5 3 6 x 1/4"0 ELCCI MALE/ 73.0 11 11 11 5 3 8 .4 4 3 7 3 3 3 6 3 12 12 12 6 4 8 4 4 4 7 3 3 4 6 3 �J� ZR FEMALE"PANELMATE"W/ 1-1/4 MIN.EMBEDMENT 105.0 8 4 4 3 6 3 6 3 6 3 8 4 4 4 6 3 6 3 6 3 O &1/4-20 MACHINE SCREW WITH NUT 170.0 6 3 6 3' 6 3 6 3 6 3 6 3 6 3 6 3 AIS 45.0 12 72 12 10 5 11 11111 7 4 110110 10 6 3 7 3 3 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 B 4 4 5 3 0 57. 12 12 12 8 4 9 9 9 5 3 8 6 7 5 5 3 12 10112 10 $ 11 11 11 7 4 10 8 9 6 3 7 4 3. 10 10116 6 3 7 4 3 4 6 3 5 3 12 12 7 4 8 5 4 5 3 7 3 3 4 7 4 <' 1/4"ELCO TEXTRON HEX-FLANGE TAPCON 105.0 7 3 3 4 5 3 5 3 5 3 B '4 4 $ 3 7 4 7 4 7 4 y� KK HEX HEAD TAPC XA EZEVICH w/1-v4' 110.0 $ 3 5 3 5 3 5 3 7 4 7 4 7 4 7 4 R 091t! 45.0 12 12112 10 5 11 1i 11 7 4 10 10 10 6 3 7 3 3 4 12 12 12 12 ? 72 12 12 9 5 12 12 12 B 4 B 4 4 5 3 57.6 12 12 12 8 4 9 9 9 5 3 8 6 ffl�/ 3 12 12 12 10 5 11 11 11 7 4 10 B 9 6'13 7 4 ! 1/4'0 ELCO CRETE FLEX 73.0 10 10 10 6 3 7 4 3 4 6 3 12 12 12 7 4 8 5 L 5 3 7 3 3 47 4W/1-1/4"MIN.EMBEDMENT105.0 7 3 3 4 $ 3 . 5 3 8 4 4 5 3 7 L 7 4 Ory170.0 $ 3 5 3 $ 3 7 4 7 4 7 4 7 4 Y S ^ m (J j ANCHOR NOTES• a 1 SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING AN SPACING ONLY. w ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE o SHOWN IN TABLE 1,PAGE S. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER o 9 s N YSHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD $TUD. 3/4" a 3 O 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL EDGE DISTANCE 1S ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE O 0 ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN 00 "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE ep EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER PHILLIPS PAN HEAD OR HEX HEAD. m u THAN OR EQUAL TO SHUTTER SPAN. `a E 0 • ` 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD.OR WAFER a REFERENCE ANCHOR SCHEDULE FOR PROPtR ANCHOR TYPE BASED ON TYPE OF HEAD (SIDEWALK BOLT). U.O.N. PRODUCTREVtSED EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING PRODUCTgtrh6tHeRlalida �' SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 9. ®DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. its 4. Beidisg Cade 0 E ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' aar� _ RECOMMENDATIONS. Accqaow10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE No 3-OZIQ.01 1o/17/zoo ° 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. SCREW. NUT OR WASHEREO WINGNUT. 8 scN� er�wn by .s woreo rua 6 WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS 11. FOR BUILD-OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED ByiCoa SIDE eeslpn by cn�ck�db c VARY.FIELD VERIFY THAT FASTENERS ARE INT6 ADEQUATE W000 FRAMING 8-t/2" O.C. MEMBCERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 12. FOR BUILD- SECTION O ANCHOR SPACING SHALL NOT EXCEED ll ivlalolt er�wUy no. a LOSURE PIECES. 6" O.C. OUT MOUNT M m 03-804 03 28/03 10:27 rsheet 7 of 7 Y `� 1 S J -boo� ...........—---------------------------------c , CUSTOMER APPROVAL OPENING SPECIFICATIONS OPENING HEIGHT X DESIGN SHUTTER SHUTTER NO. SIZE ABOVE LOAD TYPE SIZE GRADE PSF ;?8, X 5,zI & zcclX 33 X S3 z X -;ko X X 33 X k3 1 z" X 5 X �o X > X X i/;z X X /ice X -72 X X X X X X X X X X X X X X X X TO TOP OF OPENING DESIGN CRITERIA ��� I�'Ou,'�• 10601 OAK STREET N.E. (l) FLORIDA BUILDING CODE. 11 4� sroiwioaranmwmw ® ST.PETERSBURG,FL 33716 �. COPYRIGHT®1998 VALCO ENTERPRISES,LTD. (2) EXPOSURE �-- �' (7 � T� (3) MEAN ROOF HEIGHT SHUTTERS FOR J �JV�v/@/ (4) DESIGN LOADS i ADDRESS �/ INTERIOR ZONE t 7 L . 3/36 END ZONE s