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691 NE 94 St (7)MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby umdc for the approval of the detailed statc,in•ne or use plans and specifications herewith submitted for the build in or other structure herein described. This applic bon is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the L s of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the iuilding Division of Miami Shor s Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building d ring progress of the work. ��// //''G 4 Gj�'Gtd1�Q ._ No.- 2l.._.._.. Street 7� Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor STATE OF FLORIDA, COUNTY OF DADE. Disapproved (Signed) SS. e.. Building Inspector e i ce ze'v!G PLANNING BOARD { Chairman Member Member .. .. Council Approved Date Location and cgal description of lot to be built on. Q l /� Lot I T Block lQ ;C.... Subdivision. . jll ...6��j ...1.j iJ ii / i`3 -0 0 Street and Number where work is to be done !i l 41 re• f . State work to be done and purpose of building (by floors)..._. -- 1 . - a5 - $ 1 -c( 3 17441 Wye rke".1 C Ycpla.c-ot 4 t' and for no other, purpose. Addition Repairs No. of Stories 1 Ncw Building Remodeling........ To be constructed of Kind of foundation , 2 Estimated Total cost of improvements $ Z Amour of Permit J 1 'tom Zone cubage required a plan C�bage 0.3 7 / vering . ........... ..._.. -- Distance .to next nearest building Size of Building Lot .Maximum live load to be borne by each floor I hereby submit all the plans and specifications fir said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building penn'it does hereby certify that he understands of Labor under the Florida Workmen Compensation Act, being Section 5966, Compiled Gen and has complied w ith the provisions thereof, and wi I require similar compliance from all in the work to be performed under this permit; and ill post or cause to be posted for ins or notices as are required by the Act. The undcrsigne agrees to employ only such su pcnnit, as are licensed by Miami Shores Village. Remarks f -- (Signed) and accepts his obligations as an employer ws of Florida, Permanent Supplement, rs or sub - contractors employed by him the site of the work such public notice on work to be performed under this c.(7 Before me, the undersigned authority. a notary Oblic, duly authorized to administer oaths and take acknowledgments. personally ap- peared _. to me well known, 1 and who, being by me first duly sworn, upon oath de ores and says that he is the. of the above described construction, that he has caret lly read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. Permit No. g1 Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires DATE Member d Mcmbcr Member _.._._ _ — .._..... Disapproved Date NOTE: A c•h.irgc of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the PI. nnir,g Board. A rc - in \pe tion fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection oe faulty materials anti /or workmanship. SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Attn: Building Official: We are Dade County Notice of Acceptance Holder for the .063 Aluminum Storm Panel under number 01- 0124.1 This letter authorizes : /do /', i t u legs Aluminum Storm Panels at the 'ollowing job: (2 6 1 , ci /�• i�Cl 1 . 7:-TA Sincerely, Kevin P. Kennedy President A+Ianfic kullers, Inc. MUMMIUM1111 15421 West Dixie Hi (305) 9 Hurricane Shutters Stgrm Panels • Accordions • Roll -ups hway, Bay 23 N. Miami Beach, FL 33162 5 -7277 Fax: (305) 945 -1.131 No. a q to use our .063 yllO� AIX PRODUCT CONTROL NOTICE tlantic Shutters Inc. 13 West Dixie Hwy. Bay 23 North Nliami Bch ,FL 33162 Your application for Notice of Acceptance 0.063" Aluminum Storm Panels Shuttcr under Chapter 8 of the Code of Miami -Dad Construction, and completely described her County Building Code Compliance Office ( APPROVED: 04 /1212001 OF' ACCEPTANCE OA) of: The expense of such testing will be incurred tby the manufacturer. :ACCEPTANCE NO.: 01 - 0124.15 EXPIRES: 03/26/2006 MIAA11 -1)ADE COUNTY. FLORIDA N ETRO- r), \DE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO- I)AIN :. 1 1.,\(;I.1:12 111!11.1)1\(; I It) 1V1:S1' FLA(;l.I.R S'rrtyrt sup ru. InU: \I1:\NI1, rl.O, iO 33; t).;;•,; (. FAX (,u; 3':-_(413 ( ()rl'It.\("roit 1.1('F :VsI.\(; sf:( 003)375_2527 F.\X :105) -. :.s ( ONTRAt - roil F :NF)It('F:. \If::% r t)I\ Nuys ( FAX .051 -: "4)3 PRODUCT ('(AV'TROI. I)It'INI( (0) 3' -2')02 F.\.\ ;:m5).. County governing the use of Alternate Materials and •types of in, has been recommended for acceptance by the lMliami -Dade CCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a job ite or manufacturer's plant for quality control testing. If this product or material fails to perform in the pproved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or naterial fails to meet the requirements of the South Florida E3tiildintg Code. Raul Rodrieuez Chief Product Control Division THIS IS THE COVERSffEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & rR0DUCT REVIEW COivlNlITTEE This application for Product Approval has been reviewed by the BCCO by the Cod and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set forth above. Francisco .1. Quintana. I)ircctor Miami-Dade County I3uil(limz Code Compliance OItice '1:045000 lI pc 200011 cemplacesknocice acceptance cover pase.dot Internet mail address: postmaster Pbuildingcodeonline.;com • Ilomcp:we: http: / /w% w. Atlantic Shutters, Inc. NOTICE OF ACCEPTANCE: ACCEPTANCE No. : 01-0124.15 APPROVED 04/12/2001 EXPIRES 03/262006 SPECIFIC CONDITIONS 1. SCOPE This revises and renews the Notice of Acceptance No. 99- 0208.02, which was issued on March 4. 1 999. It approves an 0.063" aluminum storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comrl with the South Florida Building r Miami- Dade County, for the locations where the pressure requirements, as Code, term n ed by SFI3CCha te 23, do not exceed the Design Pre (sure Rating values indicated in the approved drawings. p 2. PRODUCT DESCRIPTION This 0.061" aluminum storm p nels shutter and its components shall be constructed in strict compliance with the following d cements: Drawing No. 01 -210, titled " 0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated January 18, 2001, sheets 1 through 7 of 7, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent sct components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, mast be protected against corrosion, contamination and dama�,e at all times. 4. INSTALLATION This 0.063" aluminum storm pastels shutter and its components shall he installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent Jabel with the manufacturer's name or logo. city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit'shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the 'approved drawings, as identified in Section 2 ol'this Notice of Acceptance, clearly m I t rkcd to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida I3uildine Code (SFBC) in order to properly evaluate the installation of this system. A ✓1�f.�1� -`- ((Only A. Makar, - Product Control Examiner Product Control Division Atlantic Shutters, Inc. APPROVED 04/12/2001 EXPIRES 0.3/26/2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal or this Acceptance (approval) shall be considered alter a renewal !tiding application Iris been filed and the original submitted documents, in (3) years. b pporting data, engineering documents, are no o lder than ci,ht Any and all approved products sh II be permanently labeled with the manufacturer'; name, city, state, and the following statement: "Miami -D de County Product Control Approved", or as s ecificall specific conditions of this Accept nce. P y stated in the 3. Renewals of Acceptance will not b��e considered in a. There has been a change in the South Florida Building and the product is not in compliance with the code changes. ode affecting the evaluation of this product b. c. The product is no longer the ame product (identical) as the one originally approved. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the pro uct. d. The engineer, who original y prepared, signed and scaled the required documentation initially submitted, is no longer practi l ing the engineering profession. . Any revision or change in the materibls, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be gr unds for removal of this Acceptance: a. Unsatisfactory performance of his product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purposes. 6. The Notice of Acceptance number pr ceded by the words Miaini -Dade County, Florida, and followed by the expiration 'date may be displayed in dvcrlising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its a tircty. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall he provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 3 . Failure to comply with any section of this Acceptance shall he cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. ENI) OF THIS ACCEPTANCE 3 ACCEPTANCE No. : 01-0124.15 leliny A. (t%takar, P.G. - Product Control Examiner Product Control Division BUILDING CODE CONIPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) NIIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290S Atlantic Shutters, Inc. 15421 West Dixie Flwy, Bay #23 North Miami Beach, Florida 33162 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: SSA / ( 6.8 "- HR) Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 01 -853, titled " Millennium Shutter System ", sheets 1 through 11 of 1 1, prepared by Knezevich & Associates, Inc., dated December 08, 1998, last revision #7 dated February 29, 2002, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #01- 0228.04 & consists of this page 1 & approval documcnt mentioned above. The submitted documentation was reviewed by Uelmy A. Makar, P.E. NOA No 02- 0618.07 Expiration Date: 07/29/2007 Approval Date: 08/08/2002 Page 1 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Attn: Building Official: We are Dade County Notice of Acceptance Holder for the SSA (6.8" - HR) Aluminum Accordion Shutter under number 02- 0618.07. This letter au tho r izes �`t , A tc /105#-/6 Aluminum Accordion Shutter at the following job: sincerely, Kevin P. Kennedy President Aflan}ic Shufters, Inc. Hurricane Shutters Storm Panels • Accordions • Roll -ups 6 I /lc ') //CA:,rs, 1'l, 75 /3s to use our SSA / (6.8" - HR) _ . � 15421 West Dixie Highway, Bay 23 • N. Miami Beach, FL 33162 (305) 945 -7277 • Fax:(305)945 -1131 BUILDINGS' EQUAL OR LESS THAN 40 FEET HIGH ROOF SLOPE > 10 OEG. E.`(POSURE 'C' MEAN R0 F ELEV. FEET I M4X. DESIGN LOADS — PSF ' 1 EXT, '+ , INT._( -) 11 ° _ 4 . 7 { • 73 2: ! 61.2 I 81.9, 30 I o3.1 { 84.5 25 i 65.0 87.I 40 I 67.0 { 89.7 • • FROM : KPK CONSTRUCTION BASIC WIND SPEED: V - =148 MPH IMPORTANCE FACTORS: I =1.0 DIRECTIONALITY FACTOR: Kd = 1 TRIBUTARY AREA: 10 SQ. FT. RESIDENTIAL CONSTRUCTION ONLY FOR IMPACT RESISTANT SHUTTERS OR WINDOWS WITH SHUTTERS (BASED ON INFORMATION PROVIDED BY CUENT) CLIENT: fH F IA.n` -; c- S61Kk22a JOB: C- I t ., tpct ∎ c■r, qtk &k•- BUILDING HEIGHT: 1 3 TABLE A8OVE SHOWS MAXIMUM DESIGN LOAOS FOR SHOWN BUILDING HEIGHTS IN ENO ZONES. FOR ANY OTHER O:NOITICNS /ZONES, DESIGN LOADS TO BE 'VALUATED ON J08 TO J08 BASIS. DR. HUMAYOUN FAROOq StRUC?URES ;65E7 FAX N0. :.305940. 3065 Sep. 10 2003 11:01AM P2 AS PEP SPECIFICATION ASCE: 7 -9� NOTES: LOACS. POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. DACE COUNTY THIS DOCUMENT IS NOT ',ALM WITHOUT THE EMBOSSED SEAL OF AN ENGINEER { EMPLOYED BY AL- PAROOQ CORPORATION. NO PORTION OF THIS DOCUMENT MAY 9C 'JSED OR REPRODUCED IN ANY MANNER w,ArSOEYER wITH0UT 7HE WRITTEN rxER■ISSION OF AL- iARCCO �;,RPCRATION (EXCEPT, HOWEVER. fOR TFwr AORTION CF .ISCC 7 - 98, SET FORM n CRE]N). AL- FAROOQ CORPORATION �I a ENC;NEERS. PLANNERS & PRODUCT DESIGN T2,5 . SW 87 AVE ! MIAMI, FL CRIDA 23174 I '17 (305) 254 -3100 F. .AX. (2055) 262. -3978 • • AFC -23A CUSTOMER = CUSTOMER NAME i � +a'+ # i\ 1 OC it ADDRESS: Ct 1 (\ Ci y S t' MEAN ROOF HEIGHT: PEAK ROOF HEIGHT BUILDING WIDTH LENGTH' WINDOW HEIGHT ABOVE GRADE ( I 11 1 { 2 ! 3Px t, I 1 `3x ) SI �Z MINN c M � IS 3 -1 ks C c_ � . �. ..� �..'.... J (e . .............. 1 a �•(^f `,, gy p {" 11111 f ` 1 I I k C5)r$'Z 1 I f 1 . . ..«..._ ..�.. ......_ . p c, .54, -) 1 , Li -7 3 � S t 35 i Y ik. ,LC(C 39k - 2 l• 3Su +0 X4c PRODUCT: I CC - (4..7 sf,� IL 600' ,-� is o N) 0 m 0 0 0 N 1� 1 �- 0 0 N r 297 825" 0" 1 7 ' - 100 588 r WALL HEADER (6.8 ONL SCALE HALF SIZE -Y- 195 " - 1 : 062 1 250" 1 200" -3 4 s 7 = -` 1 .3_50_TYP. 125" TYP. ! 6 30 " f 2 655" 1.825" { L.413 1.583" .-484" 6 ' 2.300" O BASE SILL .- SCALE: HALF SIZE 7.00" MAX. ga ANGLE (HR ONLY) SCALE: 3" = 1' - 0" VARIES 1 1096" .0 4 41 0200" 971" 1 TYP. 062' J T N x .400" t ' l .105. ) - ' 068':-. 0• 0 In N .875 " 1�-I .250" f 1 049 � 46 3.444" SCALE: HALF SIZE J i-- .1875" I .1125' 0 LJ .3375" FOR 6.8 AND HR WHERE LOCK PINS ARE USED, THEY ARE ENGAGED IN THE STACKED POSITION - ARE NOT REQ'D IN THE CLOSED MON. ALUMINUM OR PVC LOCK PIN (NOT EQUIRED) ,, HALF SIZE o6e .14 3'.-ft II . 069 .195 "J 1.708 ' 095" n 1 in N . 0 9 5 - /f 095'' 3 610" WALL HEADER SCALE: HALF SIZE :105" TYP. 2.218" 2.782" BASE TRACK SCALE: HALF SIZE 1.110' i 1 6 I t' I .095' 971" 90' ( 1.230 3.635" 4.510" (.200" MIN. MALE / FEMALE LOCK (6.8 0 0 0 0 N 1 997" f -t.14.3" 1.994" L 200" .682;.630' .372 0 1.25 / .258" 030R L258 ." 030R - 1.625" 6.8 STARTER 2.702" SCALE: HALF SI 30.225" 043"\ .060-1 • .150R .1254/ L125" CENTER MAT 2.665" j f � 2.289" j 1I 1 1.100" ` .190" .250" 1.825" (1-.143 4143 '; P 0 0 0 N L.200" 062" � . 9 71" 2.822" 4.596" 4.190" 1-11:2 10. MARK 1.219" x.0618" l TYP. HR SLAT SCALE: HALF SIZE 4.140" SCALE: HALF SIZ 1.750" � , L 307" HR STARTER SCALE: HALF SIZE 00 II m 314 " 1325" 1� 1 . 022" .069" r.054' L I • 115 " 050" 3.874" .100" .062' .3200 HOLE NYLON WHEEL .240" TYP. AT EVERY OTHER INS S -- s - SAT OP ROLLER ASSEMBLY SCALE: HALF SIZE .195" BUILD OUT WALL HEADER (6.8 ONLY) . SCALE: HALF SIZE HR 10. MARK -\ STAINLESS STEEL A SS"EMHCY 1.708" t1 1630"1 4.596" 1.250" 1 825" 5100" II 096" 3. r c. r-06 2' 5 . 4-062" 1 20 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR 9 71_' PROvIOED THE CONTRACTOR GOES NOT DEVIATE FROM THE CONOITIONS OE TAILED HEREIN ANO THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE 00ES 1.200" I NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES OETAILED HEREIN. 1 ANY MODIFICA OR ADOITIONS TO THESE APPROVAL DOCUMENTS WILL V010 THE APPROVAL000UMENTS. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED. OATEO ANO SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DE TAIL ANO JUSTIFY THE DEVIATION. SAIO DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONOITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. 2.298" .219" i .0618"-`r--7-5) ; ALT. HR SLAT SCALE: HALF SIZE 4.510" 4.102" ; •.054' .227" 0 ALT. 6.8 SLAT SCALE: HALF SIZE 2. GE►VERAL NOTE; TH[SE APPROVAL DOCUMENTS REPRESENT A SMUT TER SYSTEM ANALYZ[O WITH THE PROVISION SET Fop THE ISSUANCE OF A NOTIC( OF ACCEPTANCE INOAI BY MIAMI -OAOE COUNTY PROOUCT CONTROL OIVISION FOR THE HIGH VELOCITY HURRICANE ZONE IHVHZI OF THE FLORIOA BUILDING COOS. TO VERIFY THAT THE ANCHORS AS TESTED. AR( Nor OVERSTRESSED IN THE SE APPROVAL DOCUMENTS. A 33sc INCREASE IN ALLOWABLE STRESS WAS USEO IN INC FASTENER ANALYSIS. OETERMINC THE POSITIVE ANO NEGATIVE OE SIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN •CCOROANCE wITH THE GOVERNING COOE ANO GOV ERN ING WINO VELOCITY. FOR WINO LOAO CALCULATIONS IN ACCOROANCE WITH ASCE 7 -98. A DIRECTIONALITY FACTOR OF Kd .1.0 SHALL BE USED. THESE APPROVAL DOCUMENTS ARE GENERIC AND 00 NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61015 - OF THE FLORIDA ADMINISTRATIVE CODE. B) REOUIRE TH•T A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR ANO SECURED FROM THE MIAMI -OAOE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS. ONLY OPTION - B - SHALL BE ACCEPTED BY THE BUILOING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS. ATLANTIC SHUTTERS INC NORTH MIAMI BEACH, FLORIDA MIAMI -DADE COUNTY PROOUCT CONTROL APPROVED 10. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N., WITH A MINIMUM Fy OF 30.125 K.S.J. 11. ALL BOLTS AND WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/1. - 0 OR 3/16 - 0 5052 ALUM. ALLOY. 12. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW OR PUSH LOCK AT CENTER OR S10E CLOSURE. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONOITIONS REQUIRE. 14. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 15. ALL EXTRUSIONS CAN BE USED FOR THE 6.8 OR THE MR ACCORDION SHUTTER SYSTEMS. U.O.N. 16. THE HR ACCORDION SHUTTER SLAT HAS A BULGE @ CENTER OF SLAT TO OISTINGUISH FROM THE 6.8 ACCORDION SHUTTER SLAT. SCALE: HALF SI r3 5 1110 -24 THUMB SCREW 1 OR US 17 ONLY 16 ANO 17 ONLY SLIDE ROD SCALE: HALF SIZ J NYLON WASHER (NYLON BU -SHING OPTIONAL) #14 x 410 HT S.S. SCREW W/ A JS500 PLATING (TYP. TOP S BOTTOM) NYLON BUSHING W/ WASHER: 7/16 "0 T TOP 7 /1f "•'x 1" (al INTERIOR JOINT TOM El- ER CAN BE USED ON EXTERIOR BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE Approved es complying I.ith Itlt Florida Buldi g Cud/ Dote 08JD,Q NOM OZ O 6 8. 07 Mimi Did! Product Control BY 0 wit Y , i � l (d.,• L .•I. 211 s .f ..OrtO ..c d. (..qn r n..14.: e I VeIM 1 . V1.1� Of a ...na no 01_853 ( sheer 1 of 11 • Z_ E f \ � :1/ 2 FASTENERS EACH ANGLE 2"x2 "x1/8" 6063 -T6 ALUM. TUBE 05/30/02 10:14 -- FASTENER (off 18" 0 C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 1" x 2" x 1/8" OR 2" x 2" x 1/8" ALUM. ANGLE 3/16 "o ALUM. POP RIVET OR 1412 SMS - 3/16 "0 ALUM. POP RIVET OR 4412 SMS p 18" 0 C. (TYP.) x 2" x .093" 6063 -T6 ALUM. ANGLE, TYP.-- 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY 3/16 "0 ALUM. POP RIVET OR 4412 SMS (Ol 18" O.C. (TYP.) TYPICAL 6.8 BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) THREE 3/16 "m ALUM. POP RIVETS OR THREE *112 SMS, TYP. 1"x2 "x1 /8 "OR 2 "x2 "x1 /8" ALUM. ANGLE TYPICAL 6.8 BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) 3/16 "0 ALUM. POP RIVET OR 4:12 SMS (al 18" O.C. (TYP.) 2 FASTENERS EACH ANGLE TYPICAL CORNER CLOSURE DETAILS SCALE: 3" = 1 %.0" EXISTING GLASS ALT. DIREC OF ANGLE LEG 6.8 ACCORDION SHUTTER N OT A PPLICABLE TO HR AC CORCs ION SH U'rrER t -1/2" MIN 717 ; / A /! 1/4 -20 THUMBSCREW INTO THREADED HOLE. LOCATED p 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 8' -3 ". USE Two THUMBSCREWS ON BLADES > 8' -3 ", ONE (Ol 1/3 SPAN ANO ONE AT 2/3 SPAN FROM BOTTOM OF BLADE. TYPICAL. FOR LOCKING SHUTTERS. A BRASS PUSH LOCK MAY BE SUBSTITUTED 1/4 -20 THUMBSCREW LOCKING DEVICE OR BRASS PUSH LOCK AT CENTERMATE. SEE TYPICAL PLAN VIEW FOR REQUIREMENTS VARIES - NO LIMIT SECT ONr ((TYPICAL ELEVATION �1• T S . MIN. 0.093" THICK 6063 -T6 ALUM ANGLE 1" x 1" MIN. TO 2'" x 5" .MAX. (ANGLE LEG MAY BE REVERSED) FASTENER (¢l 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEOULE). 412 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "o ALUM. POP RIVET, OR 1/4 - 20 MACHINE BOLT 8. NUT @ 18" Q.C. NOTE: STARTER 11 LOCATION MUST BE ADJUSTED TO INSURE FULL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. \-- BOTTOM TRACK TOP TRACK Pt A VIEW y EXISTING GLASS SILL 1 - 1/2'. . 4412 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "m ALUM. POP RIVET, OR 1/1. -20 MACHINE BOLT & NUT p 18" O.C. 1/4 -20 THUMBSCREW INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = V -0" FASTENER (al 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). F -2.x 2"x .090" 6063 -T6 ALUM. TUBE TYP. � 2 "x5"x 1/8" x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP. BY SIDE CLOSURE OPTIONS SCALE: 3" 4 0 z 0 1- Q E Q 0. w ,1 -1/2" MIN. I � Approved as comptyioe nith the Dste BQtd1 a Cod T. 00 L NON Wand Dade Product Control VJ KNEZFV) ►AOf(SSIO$AL (MG+ t Ligon.. No: 1 es• • 2/08 /98 L guy. 2 .n �. .s »orto,1C� •. _ ••J o. g•an o� .n. <�.� • .J v1. 01-853 sneer 2 •o 11 05/30/02 10: J lam. SEE TABLE GLASS OR 2 FOR DOOR -- SEPARATIOr FROM GLASS C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE —C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING T O - v `y z ^ r � 1 1/4" MAX. FROM PIN — 1 1/2" ( GUIDE TO BUSHING WASHER (TYP.) \ -C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE WALL MOUNT SECTION C ALE_: -3• "= 1"- 0" C4 CONNECTION TYPE REFERENCE ANCHOR, SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING GL ASS OR DOOR r — SEE TABLE 2 FOR MIN. SEPARATION FROM ll GLASS W W • I N X Z W • J ©O O EXISTING STRUCTURE 5" MAX. 1/2 " x '11/2•" I 1/2•• C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE EMBED. O D BUILD OUT MOUNT SECTION SCALE : 3": V- 0" 1/6" MAX. FROM PIN ' GUIDE TO BUSHING WASHER (TYP.) 3 W H J =0 • W ZL Ov1 O Z Li ck L' 1/1.-20 S.S. MACHINE SCREW 2 NUT @ 12" O.C. GLASS OR DOOR 3" x 3•' x 1/4" CONT. 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) 1/4 -20 MACHINE BOLT W/ NUT OR #14 SMS @ 12" O.C. (TYP. TOP & BOTTOM) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) W cc ■-W J p W j 1- VI =o • Ow Lai Z F Z v m VI 0 X Z ck °z►- E °a v V1 1/6" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 6.8 ACCORDION SHUTTER NOT APPLICABLE TO HR ACC°R010N SHUTTE BO WALL MOUNT SECTION SCALE : 3":= V- 0" GLASS OR DOOR — THREADED PENETR. '"T•• ,—EXISTING STRUCTURE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (STAGGER SPACING AS SHOWN IN OIAGRAM ON PG SI ,1/2" 1/4" MAX. FROM PIN !GUIDE TO BUSHING ` WASHER (TYP.) FROM GLASS PLYWOOD s STUCCO FINISH . / 2" O WALL MOUNT SECTION SCALE 3": 1•- 0" 11/4•" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) EXISTING CO OR BLOCK 0 W000 FRAM! ANCHORS NOT STRUCTURE C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE TABLE 2 FOR MIN. SEPARATION -00 1•' x 4" x .125" 6063 - ALUM. TUBE )'COTE: THIS DETAIL MAY BE USED AT TOP MAX. DESIGN LOAO = 72 P.S.F. a ' 0. 1-• W 20 1 W I_In =o = uT U o,n < XZ 0Z1— E J oQ. ta ¢ TWO 1 / 4••m W000 LAG SCREWS @ 24" 0.C. MAX. WITH 2" THREADED PENETRATION "•T•• INTO CENTER OF STUDS CRETE Y. G & WOOD " CCEPTABLE #12 x 1/2" SMS 12" O.C. OR "0 ALUM. TS FROM G I,.AS -S- 1/ 2 GLASS OR DOOR #12 x 1/2" SMS @ 12 0.C. OR 3/16 "0 ALUM. POP RIVETS (al 6" 0.C. O ANO ASS #14 SMS (ol MIOSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" TUBE CONNECTION 3 POP p 6 "0 m E EXISTING WOOD TRUSS OR RAFTER (ol 26" MAX. 0.C. EXISTING FINISH MATERIAL (1 /4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) SEE TABLE 2 FOR MN EP•RATIOP CEI C O SCALE 1/6 - 20 S.S. MACHINE SCREW 24" 0.C. IN BETWEEN TRUSSES WITH 1/2 "0 0 ACCESS HOLE ON BACKSIDE OF TUBE OR #14 SMS 24" 0.C. MAX. IN BETWEEN TRUSSES EXISTING CONCRETE OR BLOCK ONLY W000 FRAMING & W000 EDGE OIST ANCHORS NOT ACCEPTABLE 1 C.3 CONNECTION TYPE REFERENCE ANCHOR SCHEOULE FOR MAX. SPACING 1/4" MAX FROM P GU10E TO BUSHING ♦ WASHER (TYP.) O w 1•' x 4" x 1/8" 6063 -T6 ALUM. TUBE W/ THREE W000 - L GS C R E WITH 2-3/6" MINIMUM 1: \ ,�� THREADED PENETR. •"T'" IN WOOD (al EACH RAFTER OF .TRUSS. 24" 0.C. MAX. WHERE TUBE EXTENDS BEYOND LAST TRUSS. EXTEND TUBE TO NEXT TRUSS 1- J J 1° w t Zu J 0 V1 m O Z CC ¢ O Lj I1 /4" MAX. FROM PIN GUIOE TO BUSHING WASHER (TYP.) LC3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT ANO BACK ANCHOR5.NOT REQ'0 WITH J,}i1StOCATION NT SECTION (MAX. DESIGN LOAD 72 P.S.F.) TRUSS MOUNT SECTION SCALE : 3•": 1•- 0" C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (STAGGER SPACING AS SHOWN IN DIAGRAM ON PG. 5) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) W W — UJ N O 8 D _ N � X Z ¢ W E Approved n comptyin: with the Florida Bold Cod Date / ; r . O O ti NOM ( - 0 7 ' • 7 Waal Dade Product Control DtrWOrr I - -1 Z ZO WW J ST VJ. KNEZEV NIOFISSIO C INrra fI UcMN 0010113 • O S 2 z z $ J m • 1= m - 33 3 = 3 g fp a 1-4 p4 • Z a 0 0 V 0 0l a 3 0 5 z 0 O [ c - 1 853 * BEAM SCHEDULE 04.1001110T* 1M TT[4 SPAM MTioi SUM TOP auw 2 Tv : 125" Tr _ QS 8• -0" 8• -I" 8 . -0 " 10•-3" 7' -4" 7' -4" 2.. x 7.. v : 072' T :.130 5. -0.. 11•-4- 8. -5" 3•-0" 9•-8" 7 -6" 10•-3 " 8' -9" T-0" 1 2 .. x 9.. Tr 22(' 5. -0.. 1S•-5- 9. -4.. 8 -0 13' -2 8•-4• ' 10 -3 11. -11" 7. -9.. 7/4 -0 RAWL CALK -IN ANCHORS W/ 7/8" MIN EMB(DM(NT IN CONCRETE OR BLOCK (SEE NOTE G1 THIS PG. FOR NUMBER OF ANCHORS REO'O O W 1 1/ 4 -0 RAWL CALK -IN ANCHORS W/ 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE G1 THIS PG. FOR NUMBER 0 ANCHORS REO'0.1 EXISTING STRUCTURE 05/30 /02 10:14 EXIS TING STRUCTURE GLASS OR DOOR . EXISTING STRUCTURE FROM GLASS THREE 1/4 THRU BOLTS EXISTING STRUCTURE EXISTING FINISH MATERIAL -> EMBED EXISTING FINISH MATERIAL CUT IN 2" TO 3" INTERVALS 0 FOR CURVE (SEE OE TAIL tU FOR WELDING INFO). TYP. TOP 14 BOTTOM. FASTENER @ EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON C3 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE ALT LEG DIRECTION SEE NOTE G1. THIS PAGE FOR ANGLE SIZE AND ANCHORS REO•0 i R rTw TABLE 2 FOR SEPARATION LTw ACCESS HOLE' / SEE NOTE G1. THIS l ^ PAGE FOR ANGLE SIZE AND ANCHORS RE0'0 1/4 -20 MACHINE BOLT W/ NUT OR P14 x 3/4" SMS @ 12" 0.C. `ALT. LEG DIRECTION '— ACCESS HOLE (MAX. DESIGN LOAD = s 72 P.S.F.) O BUILD -OUT MOUNT SECTION SCALE 3 "= V- 0" E0 111 0 W m E W -T C W W 1-W 7-00 L = `" EL Z ▪ aZ W J ▪ m N a. CC C t1 W W Cr Q r- I _ 7 : _ = in N r o 1 , X O W X Z O F _ 0 I1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER ITYP.I 1/4 - 20 MACHINE BOLT W/ NUT OR ISM x 3/1.•• SMS @ 12" 0.C. ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4" MAX. FROM PIN GUIDE (TO BUSHING WASHER (TYP.) - Tf ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION E. MAX. HORIZONTAL SPANS) cc W W 7 O W Zv c o ,n co OZ1- 0 0 6.8 ACCOREION SHUTTER NOT APPLI ©LE TO HR ACCORDION SHUTTER FULL LENGTH INSIDE ) „ EXCEPT AT 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) X Z I � J 1 1/4" MAX. FROM PIN GUIDE 2 TO BUSHING WASHER (TYP.) 1/4 -20 MACHINE BOLT W / NUT @2 "0.C. CUT AT INTERVALS TO ORM CURVE (SEE DETAIL Q FOR WELOING INFO.) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER @ EACH 2" TO 3" PIECE O CURVED TRACK DETAIL SCALE : 3"= 1'- 0" USE BE SCHEDULE FOR DETAIL G . TOP F. BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER., BEAM MUST BE LIMITED TO TOP BEAM SPANS. NOTE G1: 2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE TOP 8 BOTTOM. FOR 2" x 5" & 2" x 7" BEAM. USE THREE 1/4•'0 POWERS CALK - IN ANCHORS @ 3" 0.C. IN EACH ANGLE AND USE 8" LONG ANGLES FOR 2" x 9" BEAM. USE FOUR 1/4 "0 CALK -IN ANCHORS @ 3" O.C. IN EACH ANGLE ANGLES AND USE 11" LONG CEILING HEADER (SEE NOTE BELOW) PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE * CEILING HEADER BUILD -OUT ANGLE MIN. SHUTTER SEPARATION FROM GLASS (SEE TABLE 21 1414 x 1/2" SMS OR 3/16 "0 ALUM. POP RIVE (lc 6" 0.C. T E I P AND SSEM EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE " (a TRACK * NOTE: WHEN CEILING HEADER 15 USED IN A BOTTOM MOUNTING CONDITION, WELDING LOCATIONS ARE THE SAME. (USE ER4093 FILLER ALLOY FOR ALL WELDING.) O WELDING DETAILS SCALE . 3". 1'- 0" 1 -GLASS -GLASS OR 000R Ea II iii FASTENER. SEE DETAIL® @ EVERY 2" TO 3" PIECE UT LINE (SEE DETAIL L -FOR INFO.). TYP. CURVED TRACK PLAN VIEW N.T.S. -HZ MAX. FROM PIN GUIDE ,X TO BUSHING WASHER (TYP.) EO. r ,-MAX. 1/8" TILE I ; z r .,/ FINISH MATERIAL 2" x T 3/4" PLYW000 �— �" x 1/8" CONT. ALUM. TUBE (6063 -T6) 1/4 "0 POWERS RAWL CALK -IN @ 6" 0,C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW @ 6" 0.C. W/ 1 -1/2" MIN. EMB. IN W000. W000 SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER --- 1/2"o THRU BOLT (la 12" 0.C. 1/4 "0 POWERS RAWL CALK -IN @ 12" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW @ 24 O.C. W/ 1 -1/2" MIN. EMB. IN W000. W000 SHALL BE OF SPECIFIC GRAVITY G OF 0.5S OR GREATER 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD I. 72 P.S.F.) 0 PASS THRU DETAIL SCALE : 3 - = 1'- 0" CEILING HEADER ®3 (SEE OETAIL LL FOR WELOING INFO. u complying with the Florida : . • C e Dsae I; 0: Zoo2 NOM • - 7f Misol Dsdc ?redact Cool Di Dy ; Z LAJ I < !V ! 0 . • . z v W I w- I I J I Z ]C V g (a•r• s 0 m o 8 z - z • 5 z °: 0 12/08/98 •.•• ...n Or 1 "° a MC ff `` ra...gn .n.iw•y ' n ar...inp AO f 01 -853 z 0 ( sheer 4 of 11 ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS w L 4 C E S ANCHOR TYPE LOAD ( W ) PSF M A X (SEE NOTE 1) MIN. 2• EDGE DISTANCE MIN. 3• EDGE DISTANCE SPANS UP TO 0 (SEE OTE 1) SPANS UP T O - 3 (S 107E 1) SPANS UP TO 12' - 10" (SEE NOTE 1) SPANS UP TO 5' - 0 (SEE NOTE 1) SPANS UP TO 8' - 8" (SEE NOTE 1) SPANS UP TO !' - 10" E NOTE 1) coNNEC C1 (SEE C2 TION ••PE NOTE 3) C3 Ci.ICS CONNECTION C1 TYPE (SEE C2 NOTE 3) C3ICLIC5 CONNECTION TYPE (SEE NOTE 3 C1IC21C31C C5 CONNECTION CI 12 (SEE C2 12 TYPE NOTE 3) C3IC1. 12112 C5 12 CONNECTION TYPE (SEE NOTE CI C2IC3 3) C4 12 C5 9 CONNECTION C1 12 12 (SEE C2 12 9 TYPE NOTE C3 8 6 3) C4 12 12 CS I Z _ JaI 6 A I L.8 0 12 12 1 2 12 12 1 2 12 11 12 12 11 3 IN 1 r4 1m l 12 12 10112 7 7 '12 S 12 12 5 12 5 12 12 12 I _ .1111,11I\,\`ll11111111`1111 ;= 62 0 12 3 S 10 4 12 12 12 12 10 12 12 10 12 7 1/ 4'• d ITW O R ELCO 72.0 9 1 2 7 1 2 • 5 1 1 2 S 1 1 5 4 7 3 1 2 1 2 1 2 1 2 9 1 2 1 2 8 1 2 6 1 2 6 5 8 1 - 12 TAPCON W/ 1- 3/4•' MIN EMBED _ iT 4MIN. 3,000 P.S.I. CONCRE • 110.0 2 12 6 12 4 10 5 4 7 3 9 3 3 5 9 12 12 8 12 5 12 12 -my 8 4 10 4 4 6 3 200.0 9 3 3 5 r e/ 9 3 3 5 ✓/, 9 3 3 5 % 10 4 4 6 3 10 4 4 6 3 10 4 L. 6 3 5/ 48 0 7 %/ ` / / /7 rAr • � I A t . liar ��r // MOW / '� �'%� 12 12 12 12 16 12 12 12 12 16 12 12 12 12 12 * 1t11 g 62.0 12 12 12 12 12 12 16 12 12 12 12 14 12 12 12 12 9 J I u 1 � 1/4• POWERS a4wl DROP- IN 3/8 " STAINLESS tEEI BOLT w1' STEEL BOLT 1- 9/16" MIN. EMBEDMENT (MIN. 22-t_:.___-CONCRETE) :RETE , o F e : � u O co. Z m B A m Q N r 2 y ti D r 0 - Z , co 7 n o SZr r i p Z N v y � 72.0 O N r or 12 12 16 12 12 12 12 12 12 12 10 12 8 ! 110.0 � V % / / / / r ' , / %/7, e %r rr 12 12 12 12 11 12 12 10 12 7 12 9 8 12 6 200.0 f� .% /' 1/ / 12 9 8 12 6 12 9 8 12 6 t2 9 8 12 6 * qd,----ifi 1/4"9 POWERS FASTENIN CALK -IN W/ 7/8" EMBE' -. & 1/4 -20 ST AINLES STEEL MACHINE SC ...•. 4 8.0 12 12 12 12 12 12 12 10 12 8 12 12 7 12 5 12 12 12 12 12 12 12 12 12 12 12 12 11 12 8 6 2.0 12 12 11 12 9 12 12 8 12 6 12 10 5 12 4 12 12 12 12 12 12 12 12 12 9 12 12 9 12 6 72.0 12 12 10 12 8 12 12 7 12 5 12 7 4 10 3 12 12 12 12 12 12 12 11 12 8 12 8 7 12 5 110.0 0 0 12 6 12 5 12 6 4 9 3 12 4 3 7 3 12 12 10 12 8 12 8 7 11 5 12 5 6 8 4 (MIN. 3.000 P.S.I. C• ETE) .. 200.0 12 4 3 7 3 12 4 3 7 3 12 4 3 7 3 12 5 6 8 4 12 5 6 8 4 12 5 6 8 4 - 4 8.0 12 12 12 12 12 12 12 12 12 12 12 12 11 12 8 12 12 12 12 12 12 12 12 ' 1 • 12 12 12 12 12 11 pp 12 12 12 12 12 12 12 12 9 12 12 9 12 6 12 12 12 12 12 12 12 12 12 12 12 12 11 12 8 1/4'9 ELCO CRETE FLEX w/ 1 -3/4" MIN. EMBEDMENT •, . • a. 7 2.0 12 12 12 12 12 12 12 11 12 8 12 8 7 12 5 12 12 12 12 12 12 12 12 12 10 12 10 10 12 7 110.0 12 12 11 12 8 12 8 7 11 5 12 5 6 8 4 12 12 12 12 10 12 9 10 12 7 12 7 8 10 6 •• • 6 R 4 12 5 6 8 -4__17 5 6 R -4 12 7 8 10 6 12 7 8 10 G 12 (l . 3iiiiiimminui`iw.... 1/4••9 ITW OR ELCO T4 PCON E 1 - 1/4" MIN. EMBEDMENT 4 8.0 12 12 8 12 5 10 10 5 10 3 7 7 3 7 12 12 9 12 6 11 11 6 11 4 7 7 1. 7 3 62 .0 11 11 6 11 4 8 8 4 8 5 3 4 12 12 7 12 5 9 9 5 9 3 6 3 3 5 72.0 10 10 5 10 3 7 7 3 7 � �3 /� 3 3 'Or / ` '' , 3 1 r • V /. 1 1 11 6 11 4 7 7 4 7 3 5 ' 3 3/ 110.0 6 6 3 6% 4 7 3 !�/ // / /Y� / . 7 7 4 . 4 7 � / // 7 4 /, 5 3 �/ 3/ 4 ��, / / 200.0 3 / % //%'/ 3 4 / /' /� el* � i 4 8.0 12 12 8 12 6 12 12 6 12 4 9 9 4 9 3 12 12 12 12 9 12 12 9 12 6 11 11 6 11 4 6 2.0 12 12 6 12 5 10 10 4 10 3 7 6 S 5 4 a%IJi% AV r 3 S Jr .-• 12 12 10 12 7 12 12 7 12 5 8 5 4 7 3 1 /4 "4/ POWERS FASTENING CALK - IN W/ 7/8" EMBED a 1/4 -20 STAINLESS STEEL MACHINE SCREW LOW CONCRI n - D ` .t r Al _ x 6 m � � v 2 1 Z O a n . D _ N J N Z n r i ^• S rl £ LA g o 72.0 12 12 5 12 4 9 9 4 9 r Eater r r / r 12 12 9 12 6 11 11 6 11 4 7 3 L. 5 j 110.0 8 8 3 8 / 5 10 10 5 10 4 7 3 4 4 6 r 3 3 200 0 5 /�j %/ l / 5 6 V/ 3 3 7 6 /% 3 3 6 / 3 3 / � E. :-\Xr b>.•� 1/6"9 ELCO CRETE FLEX W/ 1 - 1/4" MIN. EMBEDMENT 48.0 12 12 12 12 11 12 12 11 12 7 12 12 7 12 5 12 12 12 12 11 12 12 11 12 8 12 12 7 12 5 62.0 12 12 12 12 8 12 12 8 12 6 11 7 5 9 4 12 12 12 12 9 12 12 8 12 6 12 7 5 10 4 72.0 12 12 10 12 7 12 12 7 12 5 9 4 4 6 3 12 12 10 12 7 12 12 7 12 5 10 5 5 7 m r 0 110 0 12 12 6 12 4 9 4 4 6 3 8 3 4 4 , j 12 12 7 12 5 10 4 4 6 3 8 3 4 5 200 0 8 3 4 4 8 3 4 4 /% 8 3 4 4 8 3 4 5 3 8 3 4 5 3 8 3 4 5 3 FASTENER SPAQNG (INCHES) ANCHOR SCHEDULE LOADS ANO SPANS REQUIRED FOR VARIOUS OESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (WI P S F MAX. (SEE NOTE 1) MIN. 3/4* EDGE DISTANCE SPANS UP TO 6' - 0 - (SEE NOTE 1) SPANS UP TO 8 . - 8 .. (SEE NOTE 1) SPANS UP TO 12 ' - t0 " (SEE NOTE 1) CONNEC TYPE (SEE C11C2 NOTE C3 TION 3) C4 C5 CONNECTION TYPE (SEE NOTE C11(21(3 3) C4105 CONNECTION TYPE (SEE NOTE C11(21(3 3) C4 C5 00 721- 3/1. " 48.0 12 12 10 12 8 12 12 7 12 6 A I 12 4 10 3 12 12 I. 3 (3---- A'W,V "6""SI•Ul 1. 62 0 12 12 8 12 6 12 12 5 12 1. 1/6 "9 W000 LAG SCREW '.r/ MIN 1 -3/4 THREAOED PENETRATION "T SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 72.0 12 12 7 12 5 12 12 4 12 4 12 11 11 6 4 4 ' /1 I 3 i 9 :/ / 110.0 12 11 12 4 4 V/ 12 7 3 V/ 12 11 6 1. 3 j 9 7% / / � 7 7 200.0 * 7/16 "9 W000 ■/ 7/8" MIN STAINLESS STEEL MACHINE 48 0 12 12 % 12 j 12 12 12 10 10 10 1 0 1 ` 1111, 62.0 12 12 12 / 12 12 -my 5 6 BUSHING EMBEDMENT STEEL SCREW 72.0 12 12 12 / 10 10 r 10 / 7 S 3 a- 7f 4 1 110.0 9 9 '/ 9 6 3 V 4 o 200.0 5/ 3 5 r 3 r/ 5 /f 3 / 05/30/02 10:14 6.8 ACCORIDION SHUTTER NOT APPL1CAOLE TO HR ACca Ft ID 10 S HUTTER 9. ANCHOR NOTES: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE ANO EOGE DISTANCE. SELECT DESIGN LOAO GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION OETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOQ FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE ANO APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED ANO 00 NOT INCLUDE STUCCO OR OTHER FINISHES. -6. WIICRE EXISTI W00 FRAtiiNG, VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS. NOT PLYW000. FASTENING TO PLYW000 IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUO FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4'• (MIN.) W000 STUD :3 /4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. W000 STUO SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER OENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD. TRUSS HERO, OR WAFER HEAO (SIDEWALK BOLT). U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHEREO WINGNUT. 2 x S ►TYP 1 2 HEADER / SILL OR 1 5 / ® COMBINA TION J 1 0 0 xl O O I 11 x 5 (TYP )I 2 x S (TYP 1 NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR: - C1 CONNECTION TYPE USING PIECE Q - C3 CONNECTION TYPE USING PIECE 6 WITH OUTSIDE ANCHORS - APPLICABLE TO 6.8 SYSTEM ONLY Approved u complying Nith Ipe Florida Da A/ O Cody 7 li Date o A MOAN (11_- e 6/ R. 0 7 ML*& Dade ?Meet Control IIy 411w ,l i H. �1%( /z -' • z z Z ; k.1 3 Q Q 0 V 0 . 111 .< Q W z ai1� V V w - N > w•� Z O v C: RI v ; 2 a a 3 0 P10FEStl• VEER Fl U. N (n<• •• 10143 MA 3 0 2002 5 6 1 5 r• E 0 t z 0 P • i u • N • 1 co O ••r• 12/08/98 ( .f NO,10 .c _ . u...an of <n•4L•• O L dr sw.nq • 0 1 -853 Lsheet_5_of 11 TEL (994) 382-2800 • FAX: (954) 182-2989 • flOAIDA COA 0310S 05/30/02 10:14 6.8 ACCORIDION SHUTTER N OT APPLICABLE TO HR ACCORDION 51 lJTT MINIMUM SHUTTER SEPARATION FROM GLASS MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (IN 3 -1/8 T A 8 L E 2 POSITIVE DE SIGN LOAD (w) (P.S.F 1 40.0 50.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 AC TUAL SHUTTER SPAN (L) (FT - IN) 8 -3 10 -0 8 -3 10 -0 11 -3 5 -0 5 -0 8 -3 10 -1. 6 -0 8 -3 9 - 1. 5 -0 7 -0 8 -3 5 -0 7 -0 8 -3 5 -0 7 -0 8 -3 5 -0 7 -0 8 -3 5 -0 7 -0 8 -3 3 - 3/4 3 -3/4 3 -1/8 3 -3/4 3 -3/4 3 -1/8 3 -1/8 3 -1/8 3 -3/4 3 -1/8 3 -1/8 3 -3/1. 3 -1/8 3 -1/8 3 -1/8 3 -1/8 3 -1/8 3 -1/8 3 -1/8 3 -1/8 3 -1/8 3 -1/8 3 -1/8 3 - 1/8 3 -1/8 3 -1/8 3 -1/8 MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) 1 -5/8 2 -1/8 3 1 -3/4 2 -3/8 1 -1/8 1 -7/8 3 1 -3/8 2 -1/8 2 -5/8 1 -3/8 1 -5/8 2 -1/8 1 -3/8 1 -3/1. 2 -1/4 1 -3/8 1 -7/8 2 -3/8 1 -3/8 1 -7/8 2 -1/4 1 -3/8 1 -7/8 2 -1/2 TABLE 1 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WINO LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T A 8 L E 1 ACCORDION SHUTTER SPAN SCHEDULE FOR ALL MOUNTING CONDITIONS DESIGN WIND LOAD W (P.S.F.) 30.0 35.0 40.0 1.5.0 50.0 5.(D 60.0 65.0 70.0 72.0 75.0 80.0 90.0 100.0 110.0 120.0 130.0 133.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 POSmvE WIND LOAD L max. (F T - IN) 12 -10 12 - 11 -7 11 -3 ‘11 -0) 10 -9 10 -6 10 -4 10 -3 10 -2 9 -11 9 -7 8 -3 7 -11 7 -5 6 -11 6 -6 6 -2 5 -10 5 -6 NEGATIVE WIND LOAD L max. (FT - IN) 12 -10 12 -10 12 -10 12 -10 12 -10 12 -10 12 -4. 11 -6 10 -8 8 -4 8 -3 8 -3 9 -3 9 -0 8 -3 8 -3 8 -8 8 -1. 8 -3 7 -11 7 -5 6 -11 6 -6 6 -2 5 -10 5 -6 Approved al complying wills the Florida W g r Dace 08 /O 7.-001, NOM Ol.- o /9• o f Mlatal e Product Cbatml DIvidoo Ely 0 cn Z>- Z (1) IO cc W JD 20) 1 VJ. KNEZEV(CH PROFESS • t GINEER 11. LK110.11 c 0 • :a • 2 .. 9 • 0 200 9 9 f f 0 • • M • 0•141 17/08/98 t u%..urcn ( _ he d: uQn o� .n..►.i si V M ar ....NQ ne 01 -853 a N'. o O O 2 0 s sheer 6 of 11 Li z zN N r O • 3 1/ — 0'3 710/02 10:14 , FASTENER (al 18" O C (USE ANY ANCHOR SHOWN IN ANCHOR SCHEOuLE) •2 FASTENERS EACH ANGLE —, 1" x 2" x 1/8" OR 2" x 2" x 1/8" ALUM. ANGLE -- 3/16 "• ALUM. POP RIVET OR 1112 SMS - 3/16 "0 ALUM. POP RIVET OR 1(12 SMS (al 18" O.C. (TYP.) 2" x 2" x 1/8" 6063 -T6 ALUM TUBE 1" x 2" x 093" 6063 -T6 ALUM. ANGLE. TYP.—\ TYPICAL 5 52" (TYP HR BLADE 16 18 TO Q BOTTOM PICAL PLAN VIEW SCALE: 3" = 1' -0" TYPICAL HR BLADE x 2" x 1/8" ALUM TUBE 6063 -T6 ALLOY 3/16"o ALUM. POP RIVET OR sr12 SMS (al 18" O.C. (TYP.) � — 3/16 "o ALUM. POP RIVET OR #12 SMS (c7 18" O.C. (TYP.) ,r FASTENERS EACH ANGLE THREE 3/16"o ALUM. POP RIVETS OR THREE 0012 SMS. TYP. 1" x 2" x 1/8" OR 2 "x2"x1/8" ALUM. ANGLE TYPICAL CORNER CLOSURE DETAILS SCALE' 3" s 1' -0" E: <tS TING GLASS ALT DIRECTION OF ANGLE LEG HR ACCORDION SHUTTER NOT APPLICABLE TO 6.8 ACCpgpiera S I JTTR 1 \-5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED c� 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES <_ 15' -6 ". FOR LOCKING SHUTTERS. A BRASS PUSH LOCK MAY BE SUBSTITUTED SECTION N. 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED (al 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 515' -6". NOTE: STARTER It la) LOCATION MUST BE ADJUSTED TO INSURE FULL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. VARIES - NO LIMIT MIN 0 093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN. 'O 2" .< 5" MAX. (ANGLE LEG MAY BE PEVERSED) FASTENER (E 18" O.C. (USE ANY ANCHOR SHOWN iN ANCHOR SCHEDULE). 312 x 1/2" GALVANIZED OR S.S. SMS. 3/16 "o ALUM. POP RIVET. OR 1/1.. -20 MACHINE BOLT 2. NUT Ca 18" OC PICAL ELEVATION T PLAN VIEW TOP TRACK V \-- BOTTOM TRACK a12 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "o ALUM POP RIVET, OR 1 /1. -20 MACHINE BOLT S NUT Ca 18" O.C. EXISTING GLASS 7 17 7 - 5/16 -18 THUMBSCREW INTO CENTERMATES OR /` BRASS PUSH LOCK MULTIPLE SHUTTER ASSEMBLY SCALE. 3" = 1' -0 1 -1/2" FASTENER p 18" O.C. i (USE ANY ANCHOR SHOWN 1 MIN. IN ANCHOR SCHEOULE). f � x 2'" x .090" 6063 -T6 ALUM. TUBE TYP. /-2 "x5 "x 1/8" / x CONTINUOUS / 11MIh111M AFJf:I F I OPTIONAL ANGLE ORIENTATION TYP \of D BY 7/ A IA J < � m < Z OW Cr W IA- VI SIDE CLOSURE OPTIONS SCALE: 3" = 1' -0" 1 Appn»Ed o cvmpl,ini *Ma the Florida Bald • g • c Dsa . ; o ; Loo t NOM ., - )►Daral D,, node( Coalrel 1 • 7 !2t?j IZ>- WW LiD1 12(n. MOFESSIO EN INEl11 FL lit 41,11 N . PE ••10118 1 1... 11/08/98 •S �.0 __ ( a•<.an aq < __ rsr e7er 7 or 11 EXIS TING S TURE- t./ • r O ' O I ) w i O w 0 w 0 05/30/02 10:14 1 - EXISTING STRUCTURE • C4 CONNECTION TYPE / REFERENCE ANCHOR / SCHEDULE FOR MAX SPACING —C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 1' MAX � 1/4 -20 MACHINE BOLT W/ NU T OR 114 SMS @ 12" O.C. / 71/2" / 1 (TYP. TOP & BOTTOM) ©a SEE TABLE 4 FOR MIN SEPARATION FROM GL ASS - -GLASS OR DOOR EXISTING STRUCTURE 1/ 2" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. U SPACING r — � C4 CONNECTION TYPE EMBED. REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING M BUILD OUT MOUNT SECTION SCALE : 3"= V- 0" EXISTING STRUCTURE EXISTING FINISH MATERIAL (') CUT IN 2" TO 3" INTERVALS TO FOR C URVE (SEE DETAIL FOR WELDING INFO). TYP. TOP & BOTTOM. FASTENER @ EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON C3 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE EXISTING FINISH MATERIAL 1/4" MAX. FROM PIN ! GUIDE TO BUSHING WASHER (TYP ) • Z N Q -a. = N r W O C zL m w Q J - r 0: _ w r Z D O = in a X Q " L Q W "' uIN W 0 GLASS ,,J OR 000R 7 0 1/4 -20 S.S. to MACHINE SCREW & NUT @ 12" 0.0 N I1 /4" MAX. FROM PIN GUIOE TO BUSHING WASHER (TYP.) 3" x 3" x 1/1." CONT. 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) 1/ SEE TABLE 4 FOR MIN SEPARATION FROM GLASS 2" X 0 Q 1 /1 Y N N EMBEO. 1/4" MAX. FROM PIN GUIOE ITO BUSHING WASHER (TYP.) a W w N r 1 2 = r X Z Q W z J 11/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4 -20 MACHINE BOL W/ NUT @ 2" O.C. CUT AT INTERVALS TAI RM CURVE (SEE DETAIL I FOR WELDING INFO.) C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER @ EACH 2" TO 3" PIECE O CURVED TRACK DETAIL SCALE : 3": 1'- 0" HR ACCORDION SHUTTER NOT APPLICABLE TO 6.8 AccommION SNLITTER EXISTING STRUCTURE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING (STAGGER SPACING AS SHOWN IN DIAGRAM ON PG. 9) 71/2" 1/4" MAX FROM PIN � GUIOE TO BUSHING W ASHER (TYP.) 1 1/6" MAX. FROM PIN GUIOE TO BUSHING WASHER (TYP.) EXISTING STRUCTURE ' C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING WALL MOUNT SECTION SCALE : 3": 1' 0" . FULL LENGTH INSIDE ) 1, EXCEPT AT "NOTCHES" * CEILING HEADER CEILING HEADER (SEE NOTE BELOW) * PROVIOE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE O WELDING DETAILS SCALE . 3 1'- 0" BUILD -OUT ANGLE GLASS OR DOOR 114 x 1/2" SMS @ 12" O.C. OR 1/4 "o ALUM. POP RIVETS @ 12" O.C. 0 AND 0 ASSEMBLY EDGE C V; E SEE TABLE 4 FOR MIN. A EPARATIOr FROM GLASS 1/2' w J r S O♦ m L W EXISTING CONCRETE OR BLOCK ONLY. W000 FRAMING & W000 ANCHORS NOT ACCEPTABLE a 14 x 1/2" SMS @ 12" 0.C. OR 1/6 "0 ALUM. POP RIVETS (ln 12" 0.C. 2" @ TRACK * NOTE. WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION, WELDING LOCATIONS ARE THE SAME. (USE ER4053 FILLER ALLOY FOR ALL WELDING.) 01ST EXISTING CONCRETE OR BLOCK ONLY. W000 FRAMING & W000 ANCHORS NOT ACCEPTABLE C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 1/4" MAX. FROM PIN I GUIOE TO BUSHING ` WASHER (TYP • 11/4" MAX. FROM PIN 4-1/2" GUIDE TO BUSHING WASHER (TYP.) LC3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'O WITH THIS LOCATION 0 CEILING / INSIDE MOUNT SECTION SCALE : 3". 1'- 0" FASTENER. SEE DETAIL@ @ EVERY 2" TO 3" PIECE UT LINE (SEE DETAIL Fe )YP • CURVED TRACK PLAN VIEW N.T.S. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING (SPACING SHOWN IN DIAGRAM ON PG. 9) CEILING HEADER 03 (SEE DETAIL ® FOR WELDING INFO.) Approved as complying with the Florida BoWI Dote Afi '/ 0 ZOO L NOA>t oA18.n7 Miami Dade Product Control Divialoa By Z Z F W V I-- ] <0 — V a c 0 1 J 2 I Q W ^aa z} t = .� a ? Z (1) cA i 7. 4 4 ry ,c 4 zpi .E=4 - (f) E •-_4R r i .. > o 0 •• dial• g a O r 1 • 0 z 0 L W z Y 0 Z00Z 0 N I co 01 O O 2 0 s Q N ^,3 4 a 12/08/98 •: •■• •..� ey 1..°rr0PVC d• sign Oy cn•th•dill 01_8 53 sheer _ B of 11 ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARJOUS DESIGN LOADS AND SPANS w Zj N G E r W N ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1 ) MIN. 2' EDGE DISTANCE SPANS UP TO 6 - 0" (SEE NOTE 1) SPANS UP TO 8• -8" (SEE NOTE 1) SPANS UP TO 10'-2" (SEE NOTE 1) SPANS UP TO 1S. -6" (SEE NOTE 1) CONNECTION (SEE I :2 TYPE NOTE 3) C3IC4 C5 CONNECTION TYPE (SEE NOTE 3) C11C2IC3IC' I C5 CONNECTION (SEE C1IC2 TYPE NOTE 3) C3ICLICS CONNECTION C1 (SEE C2 TYPE NOTE 3) C3IC4 C5 CONCRETE ,;.1 I/ t."0 ITW OR ELCO TAPCON w/ 1 -3 /4" MIN. CM8E0MEN7 (MIN. 3.000 P.S.I. CONCRETE) 75.0 9 12 12 12 9 9 12 9 12 6 9 12 7 12 5 9 10 5 10 3 90 0 9 12 10 12 8 9 12 7 12 5 9 12 6 12 1 . 9 8 I. 8 3 160.0 9 12 7 12 5 9 10 4 10 3 9 9 4 8 3 9 7 3 7 ! / / 180.0 9 n 5 11 9 7 3 7 T / 9 7 f 2� 7 �/ r 9 7 3 7 230.0 9 8 4 9 3 9 7 3 7 / 9 7 3 7/ 9 7 3 7 4 * �t !'� ( 4 75 0 3 12 10 12 8 9 12 7 12 5 9 12 6 12 4 9 11 3 11 3 90.0 1 12 8 12 6 9 12 5 12 4 9 12 5 12 4 9 9 3 9 V 1/4 "m POWERS FASTENING CALK - IN W/ 7/8" EMBED s 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3.000 P.S.I. CONCRETE} 140.0 9 12 S 12 4 9 11 3 11 3 9 9 9 8 9 A 8 9 9 8 8 a 8 a 8 r/, 8 j r e/ 180.0 9 9 12 9 4 3 12 3 -V� 9 //, 9 8 /, e/ 230.0 9 8 B 9 8 r/ 8 r / 9 8 75.0 9 12 12 12 12 9 12 12 12 10 9 12 11 12 9 9 12 7 12 5 ` q 9 y�q� Lll ►6tbtb� 2 1 1 /L"0 ELCO CRETE FLEX w/ 2" MIN EMBEDMENT (MIN. 3.300 P.S.I. CONCRETE) ' 90.0 9 12 12 12 12 9 12 11 12 8 9 12 9 12 7 9 12 6 12 4 14 0.0 9 12 10 12 8 9 12 7 12 5 9 12 6 12 4 9 12 5 12 4 180.0 9 12 8 12 6 9 12 5 12 L 9 12 5 12 1. 9 12 5 12 4 230.0 9 12 6 12 5 9 12 5 12 L 9 12 5 12 L 9 12 5 12 4 EF131111111111111111111llll111111111 > 90.0 1/4 "0 ITW w/ 1 -1/4" MIN. EMBEDMENT 75.0 9 10 6 10 4 9 7 4 7 3 7 6 3 6 5 3 A 3 9 8 5 8 3 7 5 3 3 5 r 70 3 140.0 7 5 4 5 3 5 or MEV 3 / 3 r/ I. 3 3 3 ra 3 F M • Aii .0r. 3 3 Mi 3 f' or 3 � ' V 3 AM A E A/// ' • AM /V' r / 180.0 230.0 �, * �� 75.0 9 12 6 12 4 9 8 4 8 3 9 7 3 7 6 4 4 90.0 9 10 5 10 3 9 7 3 7% 6 3 6/ 5 4 F 4 i HOLLOW CONCRETE BLOC 1 /4 POWERS FASTENING CALK - IN w/ 7/8" EMBED a 1/4. STAINLESS STEEL MACHINE SCREW 140.0 8 6 3 6 j 6 4 4 L 0 L. 3 E 3 r 3 r 3 r/ Er, 3 L 3 r, 3 r 3/ 3 / 4 4 4 3 E 3 3 va 3 V 3' 3 r e/ 180.0 6 5/ 5 230.0 5 4'/ 4/ 75.0 9 12 9 12 7 9 12 6 12 5 9 12 5 12 4 9 8 3 8 /' t4 � .r [1 - ►\1 9 - A.I� � - 1 � 1/6"0 ELCO CRETE FLEX W/ 1 -1 /4 MIN. EMBEDMENT 9 0.0 9 12 7 12 6 9 12 5 12 L 9 10 4 10 3 8 6 3 6 j 140.0 9 11 5 11 3 9 7 3 7 / 8 6 3 6 7 5 5 180.0 9 8 3 8 3 7 7 6 5 rair /, 5 / 7 7 M, 5 r/, 5 5 / 7 7 5 O/ 5 5 9/ 5/ 230.0 8 6 3 6 / r i1111111111111121111111W. 1/6 0 ELCO TAPCON W/ 1 - 1/6" MIN. EMBEDMENT 75.0 12 12 8 12 6 12 9 6 9 I. 10 8 5 8 3 6 5 3 5 90.0 12 11 7 11 5 10 6 5 7 5 3 5 3 V- 7 3 5 7 3/ / 8 5 4 6 L 6 L 04 3 f a 3 3 r 5 4 • 4 �� 3/ 3 3 140.0 9 7 4 7 3 180.0 7 5 3 5 230.0 5 4 11-, 4 // 4 3 3 / 4 3 3 V ,/ L 3 P/ 3 / FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS ANO SPANS REQUIRED FOR VARJOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD ( PSF MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 6' -0 "" (SEE NOTE 1) SPANS UP TO 8' - (SEE NOTE 1) SPANS UP TO 15 -6" (SEE NOTE 1) CONNEC TYPE (SEE NOTE C1IC2IC3 TION 3) C4IC5 CONNEC TYPE (SEE C1IC2 NOTE C3 TION 3) CL C5 CONNECTION TYPE (SEE NOTE 3) C1IC2IC3IC4 C5 000M 27/32/ 75.0 9 12 8 12 6 9 12 5 12 4 9 12 3 12 ` Ta1- wu.wemnm.orsxul uP. 90 0 9 12 6 12 5 9 12 L 12 4 9 9 11 9 9/ 9 r / VJ / % i 1 9 9 9 // �� '// 1 /4 WOOD LAG SCREW w/ MIN 1- 27/32" THREADED PENETRATION -T" SHEAR PARALLEL OR PE w0 0 0 CUL I N TO WOOD GRAIN 140.0 9 12 4 12 3 9 12 r 3 // �// 12 // 7 // //� 180 0 9 12 11 3 . 12 11,/ // 9 9 9 9 9 9 9 9 230.0 9 1r tl 7/16 "o W000 W/ 7/8' MIN. STEEL MACHINE 75.0 9 12 -/ 12 / 9 8 8 j 6 5 4 L 4 4 3 3 3 3 J �� // f // 1 1 90.0 9 10 '/ 10 9 7 7 BUSHING EMBEDMENT SCREW 140. 8 6 �! //� 6 5 4 4% 3 / L 3 j // ✓ � / 180.0 6 5 / // S 230.0 5 4 6/ 4 3 // 3 05,1.30 /02 10:14 Appro.ed b compl.io` Mith Ile Florida B.id g C Dste a'1i NOAI M)sal oct oetrol Dirttioo By HR ACCORDION SHUTTER NOT APPLICA9L6 TO 6.8 ACCORDION SHUTTE 1 x S TYP. i O C. / 2xS 2xS (TYP ) TOP FLANGE O HEADER 2 x S ANCHOR Snl OUTSIDE ISEE PICTURE ABOVE) SPACING DIAGRAM FOR C1 CONNECTION TYPE: - C1 CONNECTION TYPE USING PIECE c - APPLICABLE TO HR SYSTEM ONLY ANCHOR NOTES: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 3, SHEET 11. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 1. 4. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE ANO APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS" RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND 00 NOT INCLUDE STUCCO OR OTHER FINISHES. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING. W000 FRAMING CONOITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUO FRAMING. FASTENER SHALL BE LOCATEO IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE 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.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES © HEADER 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE x S USED AS SILL SCREW. NUT OR WASHERED WINGNUT. 01 0 0 O 0 O It x S (TYP II 1 x S Ca3 INSIDE HEADER / SILL BOT. FLANGE ANCHOR (SEE PICTURE ABOVE) NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING - / ® COMBINATION O 0 0 0 0 0 O O O O O O I Il S (TYP SPACING DIAGRAM FOR C3 CONNECTION TYPE: - C3 CONNECTION TYPE USING PIECE ® WITH OUTSIOE ANCHORS ONLY - APPLICABLE TO HR SYSTEM ONLY v •t1 • e g g Z � h W V • a <0 o _ a a O • . • <C : V Z - r W • u � >z a N ;az A E WZ Z>- Z W JD snI c 0 i 0 4 h 0 0 0 M • M ye • 0 s u 1 1 2/08/98, .<.I4 AS MOTS° a...an or <n. «.• � V ' J1 V /• 0 1 -853 ( 9 _0_l 11i ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS ANO SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) P.S F MAX. (SEE NOTE 1) MIN. 3 EDGE DISTANCE SPANS UP TO 6• -0" (SEE NOTE 1) SPANS UP TO 3' -8•' (SEE NOTE 1) SPANS UP TO 10' -2" (SEE NOTE 1) SPANS UP TO 15' -6" (SEE NOTE 1) CONNEC TYPE (SEE IC2 TION NOTE 3) C3ICt C5 CONNEC C1 TION TYPE SEE NOTE 3) C2IC3IC CONNEC TiQN TYPE (SEE NOTE 3) C1IC2IC3ICLIC5 CONNEC TYPE (SEE NOTE C1IC2IC3 TION 3) C4 C5 NOTE C3 / -�� 75 0 900 , 1 3 12 9 12 12 12 12 12 1 1 9 9 12 10 3 12 12 7 6 9 12 9 12 6 9 11 5 6 3 . 111111111111111111111111111111111 9 12 9 1212 9 5 9 9 4 4 3 12 t/c••, 1Tw OR EL CO TAPCON w/ 1- 3/ 4" MIN. EMBEDME 140 0 9 9 - g 12 - 12 8 12 6 9 11 5 11 4 9 9 4 9 3 9 3 3 3 f 180 0 6 12 4 9 9 4 9 3 9 8 4 8 3 9 8 3 3'� CONCRETE MIN. 3.000 P.S.I. CON ' E) - 230.0 9 4 9 3 9 8 4 8 3 9 3 4 8 3 9 8 3 3 � / / 180.0 9 75 0 90.0 9 9 12 12 12 12 12 12 16 15 9 9 12 12 12 12 12 12 12 10 9 9 12 12 12 12 11 12 10 9 9 9 12 12 8 7 12 12 7 5 * ttQQ �lt 12 12 3/8 - a POWERS RAWL DROP IN & 3/8 STAINLESS STEEL BOLT WITH 1 - 9/16" MIN EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 140 0 9 12 12 12 9 9 12 8 12 6 9 12 7 12 5 9 12 6 12 • 180.0 - 230 0 9 9 12 12 9 12 7 5 9 12 6 12 5 9 12 6 12 4 9 12 6 12 4 7 12 9 12 6 12 4 9 12 6 12 4 _ 12 6 12 4 /), * q 75.0 9 12 12 12 12 9 12 11 12 9 9 12 10 12 7 9 12 6 8 90 0 9 12 12 12 10 9 12 9 12 7 9 12 8 12 6 9 12 5 6 L t /c - m POWERS FASTENING CALK - IN W/ 7/8" EMBED 1 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) 140,0 9 12 9 12 7 9 12 6 12 4 9 11 5 11 4 9 10 4 4 180.0 9 12 7 12 5 9 10 4 10 3 9 10 4 10 3 9 10 4 4 3 230 0 9 12 5 12 4 9 10 4 10 3 9 10 4 10 3 9 10 4 4 3 75.0 9 12 12 12 12 9 12 12 12 12 9 12 12 12 10 9 12 8 10 6 �y�q1� � t1 - - ► L L-4L-b 1, 4- 90. 0 9 12 12 12 12 9 12 12 12 10 9 12 11 12 8 9 12 7 8 5 I/4 ELCO CRETE FLEX w/ 2" MIN. EMBEDMENT (MIN. 3.300 P.S.I. CONCRETE) 140.0 9 12 12 12 9 9 12 8 12 6 9 12 7 12 5 9 12 5 6 180.0 9 12 9 12 7 9 12 6 12 5 9 12 6 12 6 9 12 5 6 4 230 0 9 12 7 12 5 9 12 6 12 4 9 12 6 12 4 9 12 5 6 4 HOLLOW CONCRETE BLOCK [.{ 31111111111111111111111111111111 1 /4 "m ITW TAPCON W/ 1 -1/4" MIN. EMBEOMENT 75.0 9 11 6 11 4 9 7 4 7 3 9 6 46 5 4 / 4 90.0 9 9 5 9 4 8 6 1. 6 7 5 3 5 4 3 W 3 140.0 7 5 fl 3 4 or, f re- 4' 4 i 4/ Q// 3' 4 3 3,�i f 3 r4 3 � 0ft 3 Warr re/, 1800 230.0 4 3 3 r 3/ , / r /�/ 3 or ror/r/ 3 r,? * }/ 75.0 9 12 9 12 6 9 10 6 10 4 9 9 5 9 3 7 6 3 3 90.0 9 12 7 12 5 9 5 9 3 9 7 4 7 3 6 SNW 1 /4 POWERS FASTENING CALK -IN W/ 7/8" EMBED. L 1/4 - 20 STAINLESS STEEL MACHINE SCREW 140.0 9 8 8 3 5 3 5 lan 4 ' 5 4 rodir 180.0 8 6 6 S 4 4 4 i 4 r e S 4 ' Orr 2300 6 5 3 5 '/ 5 4 4'/ 5 4� 4r /, 5 4 /r yy��qq 4=4 `.\,1 ,t -\r7 t /c' a ELCO CRETE FLEX W/ 1 - 1/4" MIN EMBEDMENT 75.0 90.0 9 9 12 11 12 8 9 12 7 12 5 9 12 6 12 4 9 8 4 12 9 12 6 9 12 6 12 4 9 10 5 10 4 9 6 f 140'0 9 11 6 11 4 9 B 4 8 3 8 3 6 r 7 5 180.0 9 9 9 4 9 3 8 6 3 6 V 7 I 3 5 r 7 5 roe 230 0 7 3 7 r/, 7 5 3 S /, 7 5 3 S $12; 7 5 Or/ 0� 1 lllillllllllllllllllllllllle -- 1/4 ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT 75.0 12 12 10 12 '7 12 10 6 10 4 11 9 5 9 4 7 6 3 6 90.0 140.0 12 12 8 12 5 11 8 5 8 4 9 7 4. 7 3 6 3 r 10 8 5 8 3 7 5 3 5 5 4 � J 4 9 / 6 erA 5 3 4 4 5 5 4 - r 180.0 8 6 4 6 230 0 6 5 3 5 5 4 c / 5 4 r 4 r/ 5 4 /•, 4 r/ FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE MIN. 4-1/2' EDGE DISTANCE SPANS UP TO 6' - 0 (SEE NOTE 1) SPANS UP TO 8' - 8 - (SEE NOTE 1) SPANS UP TO 10° - 2 - (SEE NOTE 1) SPANS UP TO 15" - 6" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION C1 TYPE (SEE C2 NOTE C3 3) C4 C5 1) C1 (6tE C2 NO TE C3 3) C4 C5 C1 (SEE C2 C3 3) C4 C5 C1 (SEE C2 NOTE C3 3) C4 CS CONCRETE * 3 /e•• IN s STEEL 1 - 9/16' (MIN. '•7 5.0 9 12 12 12 16 9 12 12 12 16 9 12 12 12 16 9 12 12 12 10 il ` ,11 lll 90.0 9 12 12 12 16 9 12 12 12 16 9 12 12 12 13 9 12 12 12 9 POWERS RAWL DROP- 3/8 STAINLESS BOLT WITH MIN. EMBEDMENT 3.000 P.S.I. CONCRETE) 140.0 9 12 12 112 15 9 12 12 12 10 9 12 11 12 8 9 12 10 12 7 180.0 9 12 12 12 11 9 12 10 12 8 9 12 10 12 7 9 12 10 12 7 230.0 9 12 12 12 9 9 12 10 12 7 9 12 10 12 7 9 12 10 12 7 • 05/30/02 10:14 HR ACCORDION SHUTTER NOT APPLICABLE TO 6.8 AGCORO[ON SINUTTER ANCHOR NOTES: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 3. SHEET 11. 2. ENTER ANCHOR ANCHOR TYPE ANO E OISTANC SELECT DESIGN LOAD GREATER MATERIAL, OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION OE TAILS FOR tOENTIFICATION OF CONNECTION TYPE. I. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE ANO APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED ANO 00 NOT INCLUDE STUCCO OR OTHER FINISHES. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING, w000 FRAMING CONOITIONS VARY FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER OENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAO. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 1. 9. OESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10 * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. Approval as co111plylag til(e Ide Florida Bald' C Date .0 0 Z NOAH Woad Frothed Cootroi Dtl1bioo / By NI 3 w Z v N_T r WI I 0 VJ.KNEZE FROlESf10 iN • NEM 0 Cuuc Sit c - • � t t ; f l - l i o • 01- 85 Csheet 10 oP 111 TEL (954) 382-2800 • FAX (954) 362 2589 • Ft0AiDA COA • 3205 11-HR SYSTEM UCENSED SY SOUTHERN 2 at 1 211C 20 1 HQQIJW at ACCORDION SHUTTER SPAN SCHEDULE FOR ALL MOUNTING CONDITIONS DESIGN WIND LOAD w (P.S.F.) POSmVE WIND LOAD NEGATIVE WIND LOAD r L max. (F T -INI L max. (FT-IN) 32.5 15 -2 15 -6 40.0 14 -4 15 -6 50.0' 13 -6 15 -6 60.0 12 -1 15 -6 70.0 12 -4 15 -6 0.0 11 -10 `572. '1C =3 90.0 11 -5 100.0 11 -1 13 -7 110.0 10 -9 12 -8 2 -3/8 12u.0 -- 10 -S 11=7 150.0 9 -8 10 -10 160.0 9 -6 10 -2 170.0 9 -3 9 -6 179.1 9 -1 9 -1 186.4 9 -0 9 -0 190.0 8 -9 8 -9 200.0 8 -4 8 -4 210.0 7 -11 7 -11 220.0 7 -7 7 -7 230.0 7 -3 7 -3 1 HQQIJW at MINIMUM SHUTTER SEPARATION FROM GLASS TABLE 3 NOTES: POSITIVE DESIGN LOAD (W) (P.S.F.) ACTUAL SHUTTER SPAN (L) (FT. - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (IN.I MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) 40.0 9 -0 2 -1/2 1 -3/4 11 -0 2 -1/2 2 -1/8 16 -4 3 -1/4 3 -1/4 50.0 9 -0 2 -1/2 1 -7/8 11 -0 2 -1/2 2 -1/4 13 -6 3 -1 /4 3 -1/4 60.0 9 -0 2-1/2 1 -7/8 11 -0 2 =1/2 2 -3/8 12 -11 3 -1/4 3 -i /4 1. DETERMINE 8 WINO LOADS. USE THE LES 2. FOR DESIGN L USE NEXT Hlf MAY BE USE( 70.0 9 -0 2 -1/2 2 11 -0 2 -1/2 2 -1/2 12 -4 3 -1/4 3 -1/4 9 -0 2 -1/2 2 50.0 ii =0 2 -3/4 2 -3/4 TABLE 4 NOTE: 11 -11 3 -1/8 3 -1/8 90.0 9 -0 2 -1/2 2 11 -0 2 -7/8 2-7/8 1. ENTER TABL OETERMINE MI GLASS. 11 -5 3 -1/8 3 -1/8 100.0 9 -0 2 -1/2 2 -1/8 10 -0 2 -1/2 2 -1/2 11 -1 3 -1/8 3 -1/8 110.0 9 -0 2 -1/2 2 -1 /4 10 -0 2 -5/8 2 -5/8 10 -9 3 3 120.0 9 -0 2 -1/2 2 -1 /4 10 -0 2 -3/4 2 -3/4 10 -5 3 3 fr 05/30/02 10:1 HR AC SHUTTER NOT APPLICABLE TO 6.8 ACCORDION 51-11../T1 0 TH THE POSITIVE AND THE NEGATIVE CHECK THEIR RESPECTIVE SPANS AND SER VALUE OF THE TWO. GADS BETWEEN TABULATED VALUES HER LOAD OR LINEAR INTERPOLATION TO DETERMINE ALLOWABLE SPANS. E 4 WITH POSITIVE DESIGN LOAD TO N. STORM SHUTTER SEPARATION FROM Approved as complying with the Moe M f4!QQ / 2.00 NOAJ Miami Dide hodact Control D(rbiNll 8Y v liL.iJ VJ KNE2 PROMS! . IMIR nU<.n..N• HMI 12 /o8/9e L <.t. .r own Or t 040,(0 ( rK (°•..qn i. lr n.cs =R • y l v1w Jl Via or.•.•nq n• 01 -853 sheet 11 of 11 ASSOCIATES. I P. 1NEL LENGTH 1 x o o FOR MAX. rm S ~ JW JQQ W g ZQ QOJ ° )(Lux ION E J I ---T �n •-g25" - Y N' �I NI j 2 016" ARIES 5 00' MAX •ALE O $lAL E . 3 .. = 1 . - 0- WIDTH UNLIMITED r t1PERP. TO PANEL SPAN)1 SECTION — 1- 0 z J -J Z Q 0 X Q EC 0 u- 0 7- 1_6 TYP .) TYPAIL ELEVATION - TYPE I FASTEg 72" 0 C FOR DESIGN LOADSS THAN OR EQUAL TC 110 P.SfAAID (ln 8" 0.0 FOR DESIGN LOADS TER THAN 110 P 5 F — EXIS:TL%&G CONCRETE. HOL - BLOCK OR W311=AMING (SEE ANC-eelIR S;HEO BASED ON j OF STRUC7URE: - m /IA /m TV- 34 PRODUCT MARKING LOCATION j1701' 12 00" COVERAGE 0, 0• N; PLAN VIEW 2 016" 063 1/4 -20 X 3/ MIN PUNCHED INTO ANGLE in (SEE DETAILS FOR SPACING) °01043" TYP. 2 C O STUDDED ANGLE 6 SCALE 3" = 1'- 0" TOP MOUNT PIECE 0.0. . Q. OR I z WJ ZZrO J a< J Wz ZCC QOJ Ww B 1"x 1 - TUBE 'x°I,%v FASTENERS E VI (SEE PLAN -J VIEW & NOTE 6) BOTTOM MOUNT PIECED OR PROOyCT MARKING (OPTIONAL LOCATION) OVERLAP FASTENERS TYP (SEE NOTE 400" (TORM PANEL \O SCALE 3" = 1'- 0" ALUM ANGLE CLOSURE PIECE x 2" x 055" MIN TC x 5' x 055 MAX _ m 05 (ZAMAC 3 ALLOY) WASHERED WINGNUT 75 WIDTH UNLIMITED (PERP. TO PANEL SPAN)! SECTION 6 00'• COVERAGE 7 50" HALF PANEL TOP MOUNT PIECE 4 OR OR DIRECT T MOUNT -AO Z Z W J J W z Q 0 X Q E tr 0 LL 1 ® 16 GAGE STEEL TUBE -- SCA.L HALF SIZE SALE HALF SIZE PLAN VIEW & FASTENERS E (SEE PLAN VIEW & NOTE 6) - - BOTTOM MOUNT I, 6 PIECE OR (TYP.) OR DIR CT TYPICAL ELEVATION -TYPE 1 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCH0= SCHED BASED ON T'PE OF STRUCTURE PLAN VIEW SCALE 1 -1/2' - - 2 - J � W •Z m JQQ J al- WZ ZCC QO XWW W E VL, ut J 0 r 1' 225.0_, 200•; "h" HEADER 1 00 W•DTH UNLIMITED (PERP TO PANEL SPAN) SECTION SCALE 3" 1' 0" —16 GA 1 d (TYP ) 12' ; (TYP UNLESS CLOSER SPACING REO FOR DIRECT MOUNT TYPICAL ELEVATION - TYPE III NO FASTENEP S. TUBE REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR. THESE MOUNTING CONDITIONS 1-1/2" MIN 1 /2' • OVERLAP A_U'• ANGLE CLOSURE PIECE TO BE CONTINUOUS FROM INSIDE HEADER THROUGH BOTTOM SILL 1" x 2 x 125'• MIN TO 2•. x 5" x 125' M TOP MOUNT PIECE 4 OR OR C T MOUNT BOTTOM MOUNT PIECE 4 OR OR DIR CT MOUNT 2 00" • 185" �• 1C 307'1666" 0 n, 090 (TYP 2 000 ' - HORIZONTAL LEG OPTIONAL (LEFT OR O "U" HEADER ® OPTIONAL ANGLE SCALE 3" = 1' 0" SCALE 3" = 1'- 0" • RIGHT GENERAL NOTES: 1 THIS SHUTTER SYSTEM IS DESIGNED IN ACCOROANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1991. EDITION 2 POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH A S C E 7 -88 ':MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOAD 3 STORM PANELS SHALL BE 5052 -H32 OR 3004 H - 31. ALUMINUM ALLOY. 0 063" THICK_ WITH A MINIMUM Fy OF 26 K S i (BEFORE ROLLING) ALL EXTRUSIONS SHALL BE 6063 - ALUMINUM ALLOY. U 0 N 4 . PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLOWS. ATLANTIC SHUTTERS, INC. NORTH MIAMI BEACH. FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALV STAINLESS STEEL OR HAVE APPROVED COATING WITH A MIN. TENSILE STRENGTH OF 60 K.S.I 6. FOR TYPE 1 OR 11 PANELS LESS THAN 101" HIGH SHALL BE FASTENED AT OVERLAPS, AT MIOSPAN, WITH 1/4 -20 x 3-1/2 - MACHINE SCREW SIDEWALK BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS; UTILIZING A 1" x 1" x 16 GAGE STEEL TUBE AT MIDSPAN. (SEE TYPICAL ELEVATION)_ TYPE 1 OR II PANEL SPANS GREATER THAN 101 BUT LESS THAN 135 USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE 1 AND 11. FOR PANELS SPANS LESS THAN 33 - . OVERLAP FASTENERS AND TUBE AT SEAMS ARE NOT REQUIRED. FOR TYPE 111 PANELS. NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. 7 MATERI • - • • ■ REIN ARE TMIE MATERIALS USED IN PRODUCT TESTING. 8 THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH MIAMI -DADE COUNTY PROTOCOLS PA 201, 203. AND 202 REFERENCE CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORTS No. 95 -006, 96 -007 & 96 -007R I• s 7 ! ,_ a1 =1 011 o lQ• I 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS 1 >) Ia FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED Imp 1 �1 HORIZONTALLY WHERE APPLICABLE. 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM. ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS AL:_ REINFORCING BOLTS AND TUBE ARE PROPERLY INSTALLED. WHEN NEEDED I I► 0, , EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING ;SEE ANCHCP S ..HED BAS N TY P; c STR R_ 0 O U; 7 U BUILDING CODE COMPLIANCE .3FFIC =( O 1 -2 1 0 ACCEPTAN END C'i , ' 1 ' • r snCr - - `I C - S "` — V. 1 'C1$gJCN' ..WCF.S.S50, R CNu. &EEO LOADS GREATER THAN 11C c. LOADS LESS THAN OR F.OL,A•._ FL LIC i r�o D - ECS A IG P N PROVED AS COMPLYING WITH THE PE /Q0 =C98 SOUTH FLORIDA BUILO'NG CODE • FASTENER (a 12" 0 C FOR =SIGN PRnDUCT CONTROL Dry:SION D• TO DrTFQ.I 12 / 0 E xIS T ING CONCRETE. tfOLLOW BLOCK OR wOCO FRAMING SEE ANCHOR SCHED BASED � ` _ , i ON TYPE OF STRUCTURE -sue Er18E0 L 4 SEE MIN STORM P ANEL SEPARATION FROM GLASS SCHED I ABLE 21 ExISTiNG CONCRETE. HOLLOW BLOCK OR w000 FRAMING SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE GLASS OR DOOR -' 01/18/01 12:35 um ANN JI 4.4,44, 44m44..1:441. GLASS OR DOOR ANGLETIO WALL DETAIL SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) SO CONT. (TYP. TOP & BOTTOM O C ©NT-\ FINISH MATEPIA_ STLC;C AND/OR PLYWOOD FASTENER SEE �- ANCHOR SCHEDULE REF CONNECTION 2" — 11/2" MAX OCONT - -WALL MOUNT SECTION SCALE . 3" = FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION'TYPE 4• 1/4 -20 MACHINE )- @ BOLT O.CUT FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION 4" EXISTING CONCRETE_ HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE (TYP TOP & BOTTOM) SIDE CLOSURE REQ`D (SEE SECTIONS OF ELEV ) O D BUILD —OUT MOUNT SECTION SCALE - 3 = BOL FASTENER. SEE -, 1/4 - 20 MACHINE BOLT ANCHOR SCHEDULE. REF. CONNECTION - TYPE 5' 1/4 -20 MACH NE BOLT & WINGNUT @ 6" O.0 FOR TYPE 18. 11 AND (al 12" 0 C FOR TYPE III 1/4 -20 MACHINE T & NUT (@" 0.0 & WINGNUT @ 6" 0 C FOR TYPE 1 & 11 AND @ 12" 0 C FOR TYPE 111 PANEL TO ANGLE DETAIL SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR 1/4" MAX. GLASS OR DOOR SEE MIN STORM PANEL SEPARATION 1— FROM GLASS SCHED (TABLE 2) ) • ; PLYWOOD AND STUCCO FINISH 2" x 6" P T w000 BLOCKING O SCALE 3" = 1' -0" NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS WOOD CEILING /INSIDE MOUNT SECTION SCALE : 3" = 1' -0" CONT (MAX OESIGN LOAD = 72 PSF) NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL WALL MOUNT SECTION (BOTTOM) W000 FRAMING FASTENER SEE ANCHOR SCHEDULE. REF CONNECTION - TYPE 3' QL YW000 AND STUCCO FINISH 1 /L" MAX OCONT J FOR WOOD BLOCKING USE 1/4"0 x 1 - 3/4" S. LAG SCREW w/ 1 -1/2" PENETRATION INTO W000 BLOCKING @ 12" 0.C. TWO 1/4"m x 4 -1/2" 5 S LAG SCREW @ 24" 0 C MAX W/ 1 - 3/4" PENETRATION IN CENTER OF STUDS 1/4 -20 MACHINE BOLT & WINGNUT (a1 6" 0.C. FOR TYPE I & II AND @ 12" 0.0 FOR TYPE 111 /o / EXISTING CONCRETE. m/ 7 HOLLOW BLOCK OR VE , EQ w000 FRAMING SEE W' / ANCHOR SCHED BASED ON TYPE OF STRUCTURE SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE GLASS OR DOOR -- - EMBE v ©CONT GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) © CONT. 1/4 -20 MACHINE BOLT & NUT (a 12" O.C. OS CONT. (TYP TOP & BOTTOM FASTENER SEE ANCHOR SCHEDULE. REF CONNECTION'TYPE 3' /EDGE DIST 1 0 — + 1 /L - MACHINE BOLT & WINGNUT 6" 0 C FOR TYPE 1 &11 AND (12' 0 C FOR TYPE 111 EDGE DIST FASTENER SEE ANCHOR SCHEDULE. REF. CONNECTION - TYPE 3" CEILING/INSIDE MOUNT SECTION SCALE 3" = 1' -0" EXISTING STUCCO FINISH (TYP 0 w m F 1/4" MAX 1- z — W W J J J CO wa z► Q CL X F 1/4 - MACHINE BOLT & WINGNUT (al 5" 0 C FOR TYPE 1 & II AND FASTENER SEE @ 12" 0 C REF. CONNECTION "TYPE 4" FOR TYPE ANCHOR SCHEDULE. FINISH MATERIAL STUCCO. AND /OR PLYWOOD EXISTING CONCRETE, H OLLOW BLOCK W 000 OL FRAMING. OR SEE A NCHOR SCHED BASED ON TYPE OF STRUCTURE - SIDE CLOSURE REQ'D (SEE SECTIONS OF ELEv ) 1II NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS - HEADERS O & O CAN NOT BE USED IN COMBINATION WITH THIS DETAIL APPROVED AS COMPLYING WITN i riE ALT. BUILD -OUT MOUNT SECTIOf� FLORIDA BUILDING CODE OF - •TE Li A 2. / SCALE 3 "= 1' -0'" BY PRODUCT C OL DIVISION BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE NO.C)I - 01 2.4 • I S it U I-, yPI e �J 3 m 7100 IZLLI J o_ QU a FOO xH V ) Ie .I. 0 1 f 1 z. U er •.I.nQ ne I : 1 ° °1-Z o of IC !! :0 • 7 0 'J , > im r5. • e I 1 ; I I I i . I_ . _ V.J. KNEZEV'RH IPF.OFESSIOMAL Ell j FL LIce4 No: i PE Cjf) • 980 2 200 01/18/01 (•c.Ie er11. or e71. o. r0 .•a or, 01-210 I Sneer 2 or 7_ BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2" x 5" 5 • -0 .. 9 . -5 .. Tu., = 125" 8 . -0 " 8 . -1 " T' = 125" 2" x 9" 5' -0" 15 " -11" TW = 125 8' -0" 13 -7" T! = 125" THRETal - - 0 W000 LAG SCREaS> Ai/ 2-1/c." MIN EMBEZ'S 2L" O C MAX CONT 4"x.7 250" ALUM P.I.XT'-,E ACROSS+VOXOG JOIST OR ROOF TT US S PROVIDE=NT PLATE 1E TRACK MIS BETWEENTAUSSES 01/113/01 12 S cE MIN. STORM PANEL SEPARATION E OM GLASS SCHED. (TAB L E 2) 1 / 4=-O- -T-HRU BOLT ANGLE TO ANGLE CONNECTION (al 12" O.C 2" x 2" x .093 " STUDDED ANGLE Z e1- 1/1/2-.1- 1/2'•, .r i SEE MIN. STORM ?PANEL SEPARATION ;FROM GLASS SCHED STABLE 2) ( MAX. DESIGN LOAD = 72 PSF) SOFFIT CONNECTION DETAIL © SCALE = 3 =1' -0" V) FASTENER. SEE ANCHOR SCHEDULE. REF CONNECTION "TYPE 4e 2 - x3" x1 /8 " OR " x S x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP TOP & BOTTOM) Exff1NG CONCRETE. HOILDW BLOCK OR wtU D FRAMING SEE MOOR SCHED. BASED ONT'VPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX DESIGN LOAD = 72 PSF) ANGLE BUILD -OUT V SCALE 3 : r -o W000 ROOF TRUSS OR FRAMING MEMBER it1L SMS BETWEEN TRUSSES @ 12" 0 C FINISH MATERIAL STUCCO AND /OR PLYWOOD 1/4." MAX EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SE_ MIN S rORm PANEL SEPARATION FROM GLASS SCHEO (TABLE 2) 0 w EMB /0 0 GLASS OR CCCR 2' x x 093' ALUM STUDDED ANGL_ ::Z t7 S NI;30 iV EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE O "PASS THRU" DETAIL H SCALE : 3" = : 1 tt 12 SMS @ 12" O.C. FINISH MATERIAL. STUCCO AND /OR PLYWOOD ALT. LEG DIRECTION TWO 1L4 "�THRu Bo .-i s- 2" x 3 " x 1/4" x 0" -8 " 6063 -T6 ALUM ANGLE THREE 5/16 "co POWERS RAWL CALK -IN @ 3-1/8" 0 C W/ 1 MIN EMBED. IN CONC OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE GIST (MAX (DESIGN LOAD = 72 PS :; O HEADER MOUNT DETAIL K SCALE 3" = 1' -0" Z a x Q z • of z z w J J 4 G 4 r 7 s ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX HORIZONTAL SPANS) SEE MIN STORM PANEL SEPARATION FROM GLASS SCHEO (TABLE 2) 2" x 2" x 093" STUDDED ANGLE r MAX 1/8" TILE I FINISH MATERIAL 3/4" PLYWOOD 2" x 4" x 1/8" CONT ALUM. TUBE (6063 -T6) 1 /Z. "0 POWERS RAWL CALK -IN (ol 7" 0 C WITH 7/8" MIN EMB IN CONC OR HOLLOW BLOCK OR 1 /4"m LAG SCREW (Cl 12 0 C W/ 1 -1/2" MIN EMB IN WOOD W000 SHALL BE OF SPECIFIC GRAVITY G OF 0 55 OR GREATER ,. 1/2 - 0 THRU BOLT (ol 12" 0 C 1 /4 - 0 POWERS RAWL CALK - @ 12 - 0 C WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (6) 24 " O.0 W/ 1-1/2" MIN EMB IN W000 WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0 55 OR GREATER 2" x 2" x 1/8" CONT ALUM. ANGLE 6063 - (MAX. DESIGN LOAD = 72 PSF) APPROVED AS COMPLYING 1MTH THE SOUTH FLORIDA BUILDING CODE DATE BY PRODUCT C OL DIVISION BUILDING CODE-COMPLIANCE CE OFFICE ACCEPTANCE NO.OJ- QI Zy , IS 1f 'EMB 5/16" 0 POWERS RAWL CALK - IN p S " 0.C. W/ 1" MIN. EMB. INTO CONC. OR HOLLOW BLOCK W/ S/16 - -18 MACHINE SCREW 2" x 5" x 1/8" CONT EXISTING CONCRETE ANGLE 6061 -T6 ALUM. W/ OR HOLLOW BLOCK SEE t /4"m STUD na 12" O.0 ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1 /L° STUD (c 12" C NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD = 72 PSF) EDGE MOUNT DETAIL SCALE 3" = 1' -0" X 4 1' - r • <: Zi EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION - TYPE 3' 1/4" -20 STUD & WING NUT (6) 6 O C FOR TYPE I & II AND (la 12 0 C FOR TYPE III 2" x S" MAX x .093 - STUOOED ANGLE (MAX. DESIGN LOAD = 72 PSF) O TRAP MOUNT DETAIL L SCALE . 3" = 1' -0 ro U 8 W .< O W ' U 4 4 0' LLI N <i R ! 3 1 2 „ ■ IA Wi 1 42 71 I of _} .. I • u� W = . z .6,3: s • Z 0 g ; s • e 0 : �__ I� 1 I I N I> • =1 u oI c • • k; ° - ! _ J • V.J. KNE2 PHOFESSIOPP4A j EER FL LIC PE 001 0900 Or •vo.nO No: Z 2001j o,/,a /o;j : ca — 4an4grA ot ! AS 0 r[OA •V oe 7 q_ w 3f 7 •coca "DO 01 -210 i s ,, eer - 3 of 7 1 01/18/01 12:38 2" x 2 ": 093" STU0DE:1 ANGL TWO -1/ THRU BOLTS ALT. LEG DIRECTION FINISH MATERIAL STUCCO. AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD : 72 PSF) M O STORM PANEL SUPPORT BEAM SCALE : 3" = 1' -0" USE REMOVABLE ANCHORS ONLY @ 6" 0.C. MAX. FOR TYPE 1 & II AND @ 12" 0.C. MAX- FOR TYPE 111. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE C'T'I ON V IL OrA - - F - A'ST EN ER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN_ STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR DOOR =TWO 5/16 " POWERS RAWL CALM -!N @ 3 -1/8" 0 C W/ 1 MIN EMBED IN CONC OR HOLLOW BLOCK W/ 3 - 3/4" MIN EDGE OIST w/ 5/16 " -18 MACHINE SCREW T w 2 "•x3"x1/4 x0' -8•• 6063 -T6 ALUM. ANGLE © DIRECT MOUNT DETAIL SCALE 3" = 1" -0" J J Z • it a.� X Q u Z w tt12 SMS J @ 12" 0 C 2 "x7 "x9' - "MAX Tf = 0 13 ". Tw = 0.055" 6063 -T6 ALUMINUM LA BEAM #12 x 1'" ALUM TEK SCREW OR 300 SERIES S.S. TEK SCREW @ 8 O C TYP FINISH MATERIAL STUCCO. AND /OR PLYWOOD FINISH MATERIAL STUCCO. ANO /OR PLYWOOD i 1/4 - 20 S.S MACHINE SCREW BOLT & WINGNUT @ PANEL MIOSPAN @ 51" 0.C. MIN. 2" x 2" x .125" MAX. 4" x 4"" x 125" CONT 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL ANGLE x 055" 6063 -T6 ALUM TUBE (MAX. DESIGN LOAD = 72 PSF) 2" x 2" x 093" STUDDED ANGLE 1/4'"0 MACHINE SCREW BOLT 1/4" POWERS CALK -IN W/ 7/8" EMBED. IN CONCRETE OR HOLLOW BLOCK @ 6" 0 C EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL O N 2" x 2" ALUM. TUBE BUILD -OUT SCALE : 3" = 1` -0" STORM PANEL s•=1 ALT. CORNER DETAIL SCALE 3•• = 1" -0° — STORM PANEL 1/4"0 THRU BOLT @ 12" 0 C ANGLE TO ANGLE CONNECTION 12" x 3 2" x 4" Ix 1/8` 2" x 5" 6063 -T6 ANGLE FASTENER SEE ANCHOR SCHEDULE. REF CONNECTION 'TYPE 3" 1 -1/2" MIN EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE 2" x 2" x 093" STUDDED ANGLE — 1/4" - 20 MACHINE SCREW STUD & WING NUT @ 6" 0C FOR TYPE 1 &11 AND na 12" 0 C FOR TYPE III 1 -1/2" MIN. EDGE DIST /. NON- STRUCTURAL NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX. DESIGN LOAD _ 72 PSF) O 0 STORM PANEL BUILD -OUT SCALE : 3" = r -0° APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DATE • BY ..ff.-Pflrif/� PRODUCT C • • OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.0 012- • 1 5 1/4 " - 20 MACHINE SCREW STUD & WING NUT (7a 6 ' 0 C FOR TYPE ; & it AND @ 12" 0 C =OR TYPE III 2" x 2" x 093" STUD ANGLE V n t y • ge • T, rig 3 1p O c m Boa N .rr Z U� p E-414 ... dN 44 rn V.J. KNE7EVI , PQO.ESSTO,AL E Unt When � / / nn a No- P 0 983 ( I sneer c or 7 —,I POSITIV=E DESIGN LOAD (w) (PSF) ACTUAL SHUTTER SPAN (L) (F- -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SERARA710N FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) W/ BAR & BOLTS NO BAR (TYPE III ONLY) W/ NO BAR 40 0 5- 0 2 -1/2 2 -1/2 1 -1/8 8- 5 2 -1/2 2 -1/2 ' 1 -5/8 8- 8 2 -1/2 2 -1/2 1 -5/8 11 - 4 2 -3 /L 3 -3/4 2 -5/8 50 0 5- 0 2 -1/2 2 -1/2 1 -1 /L 8- 5 2 -1/2 2 -1/2 1 -3 /L 8- 8 2 -1/2 2 -1/2 1 -3 /L 11 - 0 3 3 -3/4 3 60.0 5- 0 2 -1/2 2 -1/2 1 -1 /L 8- 5 2 -1/2 2 - 1/2 2 8 - 8 2 -1/2 2 -1/2 10 - 0 © 3 -3/4 3 70.0 _ 0 - - 2 2 -1/2 1 -1 /L 8- 5 2 -1/2 2 -1/2 2 -1/4 8- 8 2 -1/2 2 -1/2 2 -3/8 9- 8 3 3 -3/4 3 80.0 r 4 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 -3/8 8 - 8 2 -1/2 2 -1/2 2 -1/2 9 - 1./..L_____________3 5 -10 90 0 - 4 - 0 0. 2-1/2 2-1/2 1 -1/4 6- .0 2 -1/2 2 - 1/2 1 -3/8 8- 9 2 -3/4 3 -3/4 2 -3 /L 100 0 4- 0 2 -1/2 2 -1/2 1 -1/1. 6- 0 2 -1/2 2 -1/2 1 -1/2 8- 3 2 -3/4 2 -1/2 2 -1/2 110 0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 7 - 11 2 -1/2 2 -1/2 1 -1/2 4- 0 2 -1/2 2 -1/2 1 -1 /1- 120 0 6- 0 2 -1/2 2 -1/2 1 -1/2 7- 6 2 -1/2 2 -1/2 2 -1 /L NEGATIVE DESIGN LOAD W (PSF) TYPE 1 TY0E II TYRE 111 ALL MOUNTING CONDITIONS W/ - 1../' HEADERS. ""r+'" HEADERS w/ STUDS @ 6" 0 C STUCDED ANGLE OUNTS '"F" TRACK MOUNTS w/ STUDS @ 5" 0 C & DIRECT MOUNTS w/ ANCHORS ( la 6" 0 C (TOP & BOTTOM) S UDDER ANGLE MOUNTS. "F" TRACK MCUNTS w/ STUOS (al :2" 0 C S DIRECT MOUNTS W/ ANCHORS (al 6" OR 12" 0 C (TOP & BOTTOM) x L max (FT - IN) L max (FT - IN) L max (FT - IN) 30.0 8 - 5 11 -4 11 -4 40 0 8 5 11 - 1 11 - 1 50.0 8 -5 10 - 6 10 - 4 60.0 7 -9 10 -0 9 -5 65.0 7 -2 9 -10 9 -0 70.0 750 600 900 8 -100.0 8 -1100 7- 1200 7 - 7 - : -ij : 6 - 6 - 5 -10 3 -10 170.0 2 -8 5- 3 7 -6— 180.0 2 -7 5 -2 3 -5 190.0 2 -5 4 - 11 3 -3 200.0 2 -3 L - 8 3 -1 01/18/1r 12:38 TABLE 1 - STORM PANEL SCHEDULE ' •NOTE: FOR TYPE 111 - NO BOLTS W/ STEEL TUBE ARE REQUIRED TO HOLD PANEL SEAMS TOGETHER. ANCHOR SPACING SHOWN IN TABLE 1 FOR DIRECT MOUNT SHALL NOT EXCEED T)-1AT SHOWN IN FASTENER SCHEDULE TABLE 2 - SEPARATION FROM GLASS SCHEDULE APPROVED AS COMPLYING'MTH THE SOUTH FLORI•A 8 IIOING COOE DATE A 12 01 BY PRODUCT C. ‘ DIVISION 8U!LDING COCE COMPLIANCE OFFICE ACCEPTANCE MC. 01 01 Z .15 I..• 0 1•,a _ I „a 1 Oaf• 01 -210 sheer S 0 J to ,�:�_ lug, ..._!.: ` Loj -1_1 . V.J. KNFJF-IOCH iPP.9Fo*wo`t ERI FL I -►ten a No: f Fes! iL10 0983 .; • // i A[ nO f[(I V 7 i•[•G• O; If•I..•f 3.r arA -.na no 2 2001 01/a/0: • ��etr a.n OT • • • ANCHOR SCHEDULE AS'ENER MAi<.* -.UP. SPA_INC CINC -4E SI REOuIREO -OR VARIOUS DESIGN LOADS ANC SPANS w z D Z Iv I LOAD , ANC-OR TYPE (W) 2' EDGE DISTANCE 3" EDGE DISTANCE 5. -0.. MAX SPAN 8 _ I I "SAX SPAN ,,._4.. MAX SPAN 5 -0 .. MAX SPAN 8 . -5 .. MAX SPAN 11 ._ 4 .. MAX SPAN - X + l MAX ` ',ANN - _ CN ice_ 2 3 - : :NV_; - ,CN I i7_ • 2 4 5 :ONNE_7 i�C _ 1 2 3 L. 5 CONNE2 ICN 7 Y D: - 1, 2. 3 L. 5 _ONNE: ICN - "PE 1 2 3, 4 5 CONNEC - :CN *vOc 2 3 :. 5 48 -1 1212 12 :2 12 :C 11 5 12 '•2 3 6 9 12112'12 12;12 12 12'12,11 12 12 6 12 9 11 il �(( 62 12:12.'2 12 :2 3 9 12 •- 7 6 8 12 6 5 7 12 i/ / L. 5 12!12 12 12 12 12 7 • 12 8 12 '2 L. '10 5 9 1/4"0 POWERS /RAW1J 72 ' 1 2 112 :12 12 12112 : 12 12' 12 12 5 ! 12' 7 10 12.3 • 9 5 7 CALK -IN W/ 7 /B EMBED & 1/4 -20 1 92 12 i 7 1 9 7: 11 12 3 5 L. 5 • 12 :. 3 5 12 ; 9, 12 9. 12 12 : 3, 9 1 5 8 12 3 7 4 5 SIDEWALK BOLT (3/4"0 HEAD) 200 12 1 4 . 3 . 5 �/ � 1 2 / 4 ; 3 5 1 2 O 4 3 5 1 2 1 3 : 7 L. • 5 12 , 3 : 7; 4' 6 12.3 7 L. 6 48 121212 7 :10 12 4 6 12/ 5 3 ;4 12;12;12 8 11 12 ;2112. 5 8 12.5110 5 12.3 7•_ 5 62 12 10 11 5 i 8 12 � � 5 L. 7.7 3 9 �j 3 12; 3 L. 8 ! 5 t0 1 6 3 3 1/4'•0 POWERS /RAW ZAMAC NAIL -IN W/ 1 -1 / 8 MIN EMBED 72 12 416 10 4 8`4 3 12�7�11•517 12� 7 3 L. 9 f S j 3 , 92 12 3 1 7 ;1 3 5 W /� / ��g �� 12 L. 199 ! 4 6 j �/ 200 ��/�� 7 �i.�% IZIE��A Y/ i�% ��V�/ / i�% I�IE��J///✓% i� /��Y' � /i� %' ��G�� (, � � 1 /� � ��`i' /v'/i� %�l�� 5 1 6 12- 6 1 3 1 4 (CRETE f ,1�� ti111 \1111111111110; '1 48 12 12 1 2 1 8 , 1 0 1 2 1 4 1 7 1 5 1 6 1 1 ' 5 : 3 1 4 12 12 1 2 1 8 1 1 0 1 2 1 4 8 62 10 9 1 6 7 12r 5 3 1 4 9 L. r • 3 12 11 11 61 8 12r/ 6 4 1 4 9. 5 1 3 1 3 72 12 6 8 in a I sa N 6 10 II ME i 12 6 9 (5 1 6 10. 1/4"0 ELCO FEMALE 'PANELMATE w/ 1 -1/4 E MIN. EMBED. & 1/4_20 SIDEWALK BOLT 92 12 3 6 4 5 / iI' /i� %IGII/�4 1 2 3 7 �/� 4 �/ � 5 ii// � /i��IGII 'A i Wm,' / �j�/ 200 / 6 3 2 / � 'YAW A / %� /.I��f, 12 12 12 // �/ 8 48 12 12 12 8 10 12 L. 7 5 6 11 V 5 3 4 8 10 12 4 5 6 11111f:�111111111111111111� 62 12 10 9 6 7 12 r/ 5 3 4 9 9' 3 12 11 11 6 8 12 % 6 4 4 W%// 1/4 G ELCO MALE "PANELMATE" MIN. i MBEDMENT : 72 12 6 8 5 6 �/ �/� ti� /, /��s 12 6 9 5 6 �!�' W 9' 5 3 4 � �il / A 5 1 6 92 12 3 6 4 5 grAix 3 6 Y/W:4 3 7 4 5 8/ 4 g© �/ 3 200 6 %ITA WjCI j/ V j 7 j 3 jjAn / 3 j 7 8 12 MO, 3 9 -.� - , :1411111': ,!1111111111111 \I"W 48 12 12 12 10 12 12 6 10 6 7 12 3 7 4 5 12 12 12 12 12 12 6 12 62 12 12 12 8 9 12 3 7 4 5 mpg i. 12 12 12 9 11 12 4 9 ■ - rri 6 corAm® r7 rortuesripermipunsrArr swwmwww CO 1, / 1 t /W T M N EMBEDMENT 41/10. 41/10. 200 4 8 6 10 9' 5 3 3 Emma 12 5 11 6 7 "rim 3 4 �� O � 5 8 j �j� = WAVAIE /� 1 9 / 5 3 3 N 5 3 3 cr _ - 11 M 11111. • 48 12 12 12 11 12 12 6 8 6 1 8 121 3 6 1 5 5 12 12 12 12 12 12 8 12 8 10 12 4 110 6 ; 7 •62 12 12 1 1 8 10 12 3 1 6 1 5 1 6 U V 5 1 3 4 12 12 12 1 1 12 12 4 10 6 7 E 7 1 4 1 5 1111111'' 72 12 8 9 7 9 ■f rA 10 �� 3 12 10 12 9 11 12 3 9 5 6 1/4 OYNABOLT SLEEVE ANCHOR W/1-1/8" MIN. EMBED. .. 92 12 8 7 55 7 �/�y�� iAy /A0 12 6 12 7 8 200 ;�� 9 jEIVAI .� %Ilii//AIDi.�' /.ii%/�EI 11 �� ®■i!"/�/. �� 48 12 12 12 12 12 121 9 101 9 111 1215 1 8 17 8 12 12 12 112 12 12 11 12 12 112 121 6 1121 9 110 62 12 12 12 12 12 121 81719 12131615 6 12 12 12112 12 12 6 12 9111 12141101718 Ii '0 72 12 12 12 11 12 121 4 171617 12 5; 5 �f 12 12 12112 12 12 5 11 819 121318 r 6 1 7 129' 7 5 1 6 1/4 POWERS /RAWL DROP -IN & " (3/4 HEAD) W/ 1 -1 /c MIN. EMBED_, 92 12 7 9 8 10 12 5 1 5 6 12/ 4 1 4 5 12 8 12110 12 12 3 9 200 12 i v 4 4 5 12 .4 4 I 1 4 5 12 4 I L. 5 1 2 7 , 5 , 6 12 V 7 5 1 6 12 . 7 1 5 ! 6 .14111111 A11111111111111111111t� 48 12 12 8 5 6 101 3 1 5 1 3 1 3 7' 3' 4 12 12 111 6 1 7 11 3 6 3 1 4 8r. 4 3 62 12 6 6 L. 5 �� / M /A 12 7 1 8 1 4 1 5 �� / • 72 11 8 4 S ! 3 4 . ��AIIr �/ A 12 4 1 7 ! 4 IL . d � �i /// / � A II Ii.,' ///. 3/16 "0 ELCO TAPCON 92 1 MIN EMBED iii /� �� IIIY; / / /�� /I V 1 , 10 , 5 ' 3 ' 3 -3/8 J 200 4 7�� /�� , 1. .A 01/18/01 12:39 ANCHOR NOTES 1. SPANS & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN 4 REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) w00D STUD. WOOD SHALL BE SOUTHERN PINE G = 0.55 OR BETTER DENSITY. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH MIN. EMBEDMENT INDICATED ABOVE. 8 1/4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 9 . 1/4 -20 SIDEWALK BOLTS. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES 10 EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK. OR WOOD FRAMING. WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT IS FOR PRESENTATION ONLY. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. rc REQUIRED FOR DIRECT MOUNT Ca 6" OR 12" SPACING ONLY SPACING NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE• /Z / C) 4 Ai 4444011, PRODUCT CO 1r OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. nt -3124 (�? BY V.J. KNEZEWGH IvgJf C SS W tU'LEt16MEER FL LIo/ e No: PE • 1)983 .9 en Y. r iO Z 6� U �--www ma�,yy 14 124 obless zH 4 V1 sheet 6 of 7 200 48 62 72 92 200 48 62 72 92 200 48 62 72 92 200 48 62 72 92 200 48 62 72 92 200 77/01 / // / 48 62 72 WAIF/ a � ��ii imam 12 ! 12 12 ; 8 110 10 10 9 6 7 10.3 • 5 3 3 12 ;L ;7.5 6 12 12 12 8 10 1214I715f6 51314 12;12112 6 7 12:7;9 4 5 12 , 4 ! 8 L • 4 10 5 9 5 3 11 3 7 3 4 77,5 3 12 ;1212; 8 110 12 . 11 11 ; 6 8 12 12 12 8 10 12 :6' 5133 12 6. 8 5 1 6 10� 5; 3 4 7� 3 / 12 6 9 1 5 6 12 3! 6 4. 5 � / ) 12 3 7 4 5 EV Immmmuunr, ©0 10 / �/i�fir/ / /�mu UNDERIMMIEVAEVAAMEM 10 %© '/! NIVi /%tom/'/ % %©MME11 ©mamoA i c �i ,e momm z a Eng' ,' AlardiM1112W 5 6 c 5 i �D az7" eAmr ,rw/ 'Arm" , Asir afinuucumermerzAw Annum 111EILIEICIDRAIr AEW eAmuumucrrAr/ uunnucmor m ��ii ///�//1///�0v, 6 1 3 3 � fl'L% o / / D% r Aar / /iii. : U Off A 10 5 6 1 3 1 4 - �� AEW CIFAVANEW AIEW AuzumEri z linir/AUFMAyr 12112 12!12112 12 1 12 12 12 ; 12 12 112 12110112 121 6 112 • 8 10 � 6 : 4 • 4 12; 4 8 5 6 Law ? % 3 r EIVAMENSI ACV 1 /4 /RAW W/ 7/8 i -- �?BIED & 1/4 -20 SOE W A L K BOLT (341 4 HEAD) ■ 1 /4 POWERS /RAW 2,g1"t* NAIL -IN W/ 1_s MIN. EMBED 1/4 ELCO FEMALE "PA11EUMATE W/ 1 - MY! EMBED. & 1/4 -20 SIDEWALK BOLT IH �1�11111111111111111U> mire ELCO MALE "PANELMATE" id/ 1 -1/4" tom- (EMBEDMENT i t 1n11111111111n1n1111P> 1/3. ITW TAPCON W • 11 -1/4" MIN. EMBEDMENT M. 11111111111 12 DYNABOLT SIEEVE ANCHOR ];.011 -1/8 " MIN EMBED 3/1610 ELCO TAPCON 1 -378 MIN. EMBED SCREW ROOT 1Tw EPCON E'j31iir ANCHOR w/ S MACHINE W J 2. MI EMBED N 48 12 12 11 5 8 12 L 5 3 5. 1 10 62 12 9 3 L 6 10 -- f/i 5 %�j, 9 5 72 12'5 7.4 9/ 92 48 62 72 92 200 92 200 12.3 5 12 2 1 6 2 10 8 ,3 14 4 5 11 , 4 7 3 Er- 5 max SAN 5 . -0 .. 7. SPAN MAX SPAN 12'12'12 7 11 12 5 10 12 11 112 6 8 12 3 2 C O N N E :O N 2 , 3 - 5 2 7 1 11' 5 • 7 11 3 8 4 5 8 -5.. MAX SAN :CNN • 3 - 11' -4•' `1AX SP :DNNE : -:ON 3 7 3 1C ' _ 12 1 9 ' 12 1 9 11 12 ; 5 ! 12 7 12 1 5 121 7 8 12 , 3 9, 5 12 4 10 1 6 7 12 j 8 1 , 8 5 12 6 L 4 12 7 / 6 L L 6 4 4 W a 1 Z v • tn X a t auCH0R 01/18/01 t 29 TYPE FASTENER .,1 .a: <IMUI'^ SP.a:'N .7• _ OES:GN _BA DS ANC 11 LOAD (W) PSF MAX 5 -0"" MAX SPAN :S.NNE: .CN - ..mac 2 3 7 ANCHOR SCHEDULE 2• EDGE DISTANCE 3" EDGE DISTANCE - :. NN=_ ANCHOR SCHEDULE FA STENED SPACING ( INCHES) REQUIRED FOP vARIOLS DESIGN LOADS ANO SPANS w CC LL ANC ,-IOR TYPE 1 -3/4" MIN �Ilnllllllnll_ 111111111�1`� 1/4 - 0 W000 LAG SCREW w/ 1 -3/4'• PENETRATION (SHEAR PARALLEL TO GRAIN) O 0 1 -3 /L" MIN • mmlmmmnlnmm� 1/4 WOOD LAG SCREW w/ 1 -3/4"" PENETRATION (SHEAR PERPENDICULAR TO GRAIN) LOAD (W) PSF Max 48 62 72 92 200 12 % 4 L 1 2 1 4 1 . • 5 • 5 48 62 72 92 200 3/4• EDGE DISTANCE 5 -0" MAX SPAN CONNEC TION V n7. E . 4 5 12112'12112'12 12:12.12112:12 12 ; 12:10 1 11 1 12 12 7 81911012•3:4 5 12 12.12:12;12 12 :12 9 ;17112 12112 8 111112 12 : 7 ; 6 9 ;10 124 31415 8" -5" MAX SPAN TONNE: TION 1• 2 3 12 9 9 10 12 5 7 8 9 12 4 6 ; 6 • 8 6 12 9 . 7 :10 12 12 S 5 ; 8 9 12; 68 12: 3 ' 3 5 6 12 % 3 : 4 • 5 MAX SPAN CONNEC TION � •pc 3 12! 5 7 7 ' 9 12 ;3 5;.6 7 12;:4, 6 12•�*L L 5 12 �%/ L 4. 5 12 5 5 7 9 12; 3 4 5 1 7 12r 3 5 '. 6 121 3 ; L 5 12 . 3 4 ; 5 10 ANCHOR NOTES 1. SPANS & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. PAGE 5 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN. 4. REFERENCE TYPE. SPACING FROM APPROPRIATE CONNECTION TYPE. SEE CONNECTION (DETAILS FOR IDENTIFICATION OF CONNECTION 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6 WHEaF_L.p,G - wS'F - - S - TCN TO NARROW F - OF ~;Tu FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 " x 4" (MIN.) WOOD STUD. WOOD SHALL BE SOUTHERN PINE G = 0 55 OR BETTER DENSITY. 7. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH MIN EMBEDMENT INDICATED ABOVE 8 1/4 - 20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLTS. 9 . • DESIGNATES ANCHOR CONDITIONS. WHICH ARE NOT ACCEPTABLE USES EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK. OR w000 FRAMING WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT IS FOR PRESENTATION ONLY REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE x REQUIRED FOR DIRECT MOUNT @ 6" OR A 12" SPACING ONL SPACING NOT TO ExCEED VALUE SPECIFI N ANCHOR SCHEDULE n�VEO AS COMPLY IMTH THE SOUTH FLOR OA RIMING CODE DATE 0 ) Z BY PRODUCT CO TROL DIVISION BUILDING CODE COMPLIANCE OFFICE AL-.�P ANCE N0.L) 1 5 0 0 to 0 W ' z 7 Z ; W J !ND ! W H Z o: ;YO! 11.2 I C Y b N u v W 0 A 0 c 4 m , J ; • N W j r . 2 >I I 0 b, 0 z I W j W ! Y ' � s z I X01!' N & 7 H•tOFESSIONK N N EER I FL LIcOnp'e No: P! Q 09tH 1.1 2 2001 - ( 1- - -1 ( .,. I 01.'18/ Ay Yoko .. -- - -V ' ,a. <<,.11 V„ ` V I 01 -21 0 1 srec• 7 0 '' ' ; 0 `' SEP 1 . 2003 I BUILDING c !� PERMIT APPLICATION FBC 2001 Tenant/Lessee Name City M rh State Fl. Miami Sho Village g Building Department Job Address (where the work is being done) (6 (\ ( : (iJ +• Contractor's Address I /c. / (c' .. r Xi e H "-' ( # 2 3. City 11 , . 4 . State '1 Qualifier p `* , r\ c_ Q Permit No. &2003 -1513 Master Permit No. Permit Type (circle): (iiJIi Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) I D (1--1 A AD' D' rt e R , Phone # 3C'S 1S-S° - 0 3S' - 7 Owner's Address (c� �I / f) ( G z 44 Zip 33 - 3 F Phone # City Miami Shores Village County Miami -Dade Zip 3 1 g Is Building Historically Designated YES NO Contractor's Company Name !7 /4 el 7 , 'c- 6 /(t4 Ile - eZ J Phone # C S et c/..5 ) i - -24rehitect/Engineer's Name (if applicable) ( S s c^ t.. - Phone # "1 S y 3S-d. 3. C 0 _Arehiteet/Engineer's Address I R(a - v1 . X12- -*- \ Ff 0 City L State Zip 33 3 2- L $ Value of Work For this Permit It I 1 l4 ()* 0 Square Footage Of Work: k C: O Number of: Bays Stories Families Bedrooms Type of Work: ❑AdditionQlteration ❑New ❑ Repair/Replace Describe Work: —4— A V (k \ \ \ tJ ? e; ( c .. ..;� 5' ‘,A tz , ( 1 iz o (on) ) (I) s - r PA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * *** County Escrow Fee $ Permit Fee $ Notary Education/Training Fee $ Tech $ Code Enforcement $ Bond $ Minus Plans Check Fee $ Total Fee Now Due $ (Continued on opposite side) rA $Ea•co 5 Scanning $ Struct. $ Baths Radon $ ❑ Demolition r � ��L S356_ Bonding Company's Name (if applicable) Bonding Company's Address City Sign: Print: NOTARY UmIC�� f_ Chc7/7 /03 My Commission Expires: P le I State Certificate or Registration No. APPLICATION APPROVED BY: Lee C Picker MY COMMISSION # uuisassb EXPIRES September 13, 2006 • 9ONJED TPOY I INaUUhnCC, INC 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this / day of 5 6P7 , 20t) 3 , by (2.10 Q AR D I AI I E-R-t , who is personally known to me or who has produced As identification and who did take an oath. Signature Contracto The foregoing instrument was acknowledged before me this (2- day of f , 2003 by AC-{/f/t/ 6e--157V Ai who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 441 Lee C; Picker ? �•� :.� MY COMMISSION # DD136338 EXPIRES .,_� Septem 1s, LUUb My Commission ExFt$,¢rs ;,°.�`° yJNDEDTHRUTROYFAI NINSURANC4, (Certificate of Competency Holder) Certificate of Competency No. Q ' 83 o o I ��A SEP 16 2003 Plans Examiner Engineer Zoning NOTICE OF COMMINCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB S E AT TIME OF FIRST INSPECTION ' ' F RMIT NO. TAX FOLIO NC . • 330b o 14 I Qsv STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1. Legal description of property and street/addr ss: 5 -(v 6 'a- .. Av., v` ho as So. L04- /4 / ji `7 (v 91 P Q 4 4- t'h∎ A 1, 33 V ? 2. Description of improvement: n S4 (1 ��i [ �; r.� 5hta e0 - 6. Lender's name and address: -mot gnatu r of Owner Print Owner's Name Notary Public Print Notary's Name My commission expires: THE UNDERSIGNED hereby gives notice that improv ments will be made to certain real property, and in accordance with Chapter 713, Florida tatutes, the following information is provided in this Notice of Commencement. 3. Owner(s) name and address: ` it\ + k?. ( ( ' 6 4 4, et*: sin -c) r to l-; is ck icC7 -Si- -. .: 1 3 3 t 3 $ Interest in property: s , T1-4n ze Name and address of fee simple titleholder: 4. Contractor's name and address: A+14-(14 i G $'/I / S' 21 W • D /,(-ie /�w f # 2 44 8 /Pi. 33/4 Z- 5. Surety: (Payment bond required by owner from ontractor, if any) Name and address: Amount of bond $ .. . 7. Persons within the state of Florida designated b Owner upon whom notices other documents may be served as provided by Section 713.13(1)(a)7., Florida Statute , Name and address: 8. In addition to himself, Owners designates the foll wing 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 differe• :a e . - •eked) C l . < frc2 tJ l e-r Sworn to and subscribed before me this ei day o 5 r- , 20 C� � ei% t Lee C. Picker MY C MMISSION # DD136338 EXPIRES ti • • s' September 14 2006 NOW THRU TROY FNN RJSURANK.INC CFN 20 03Ro698 32 OR 81; 21662 Ps 1876; (iris) RECORDED 09/19/2003 09:16:21 HARVEY RUVIN, CLERK OF • COURT IiIA11I - DADE COUNTY v FLORIDA LAST PAGE I IIIIII IIIII IIIII IIIII IIIII IINI IIIII IIII IIII Prepared by /8;# LJ/k f 3 Address:/`f"T /A/4'c Slit 14 $ Di x e Al *2-3 Name and address of licensed contractor STATE OF FLORIDA COUNTY OF DADE. Permit No. Disapproved (Signed) Building Inspector MIAMI SHORES VILLAGE BUILDING !INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed state nt of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity wit the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules a d regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications ust be kept at building during progress of the work. Owner's Name and Address r! 7 t r 4., f P Registered Architect and or Engineer Location and legal description of lot to be built on: Lot /f Block Subdivisioi � C � e Street and Number where work is to be done 6O q1 % ., j E. / t J� State work to be done and purpose of building (by floors). state exteri r colors (submit samples) lee /ee 20 /min s 1/047 4 . (6 .4-,../44x)0 / G' • z �a e t b. Z �7fa P ? t s /G t�^e and for no other purpose. New Building Remodeling Addition Repairs No of Stories To be constructed of Kind of founclation Roof Covering Estimated Total cost of improvements S � Crr Amount of Permit S g. 7( do Zone cubage required Plan Cubage Distance to next nearest building I Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All +ices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify tha he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has com . ith the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in t work to be performed under this . y} and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required byte Act. The undersigned agrees to '. only such subcontractors. on ork to be performed under this permit, as are licensed by Miami Shores Village. Remarks I (Signed) lss. Before me. the undersigned authority. a notary public, duly authorize (! to administer oaths and take acknowledgments. personally appeared and who. being by me first duly sworn, upon oath deposes and says that he is the of the above described construction. that he has carefully read the foregoin application. and that he did sign the same. and that all facts therein by him stated are true. qq I �y Date o I.5" i Read. Sworn to and Subscribed before me. I Date ■ PLANNING BOARD DATE Date Z / 5 Is Fe No 6) 9/ Street y csl ems- �, ?�4 ( 5,#6#'f s // t Y /°' Notary Public, State of Florida to me well known. My Commission Expires Chairman Member Member + Member Member Member Council Approved Date Disapproved Date NOTE: A charge of 525.00 will be made for making corrections or changjes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 525.00 will be charged when such re- inspection is shade necessary by improper notice for inspection or faulty materials and workmanship. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date gib( 103 Time Type Insp'n // �� SLOTriQ 2.5 Permit No. (?JP WO't- 1S 13 Name Address Coq 1 ALB q `. 437 • 3gtc Company 30S -9(o2-- 43)9 Phone # For Inspector: j 912S 1(Z Name & Date Approved Correction Re- Insp'n Fee ❑