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HomeMy WebLinkAboutSUBMITTED PAPERSPLAIt'`; 8 DEVELOPMENT SERVICE'" �,�PARTMENT 2 � b,6 LDING & CODE REGU LATION",.(OS ION WON'!7 1S O t3 II o ;A l 2300 Virginia Avenue SD Fort Pierce, FL 34982 AN4FD 772-462-1553 y St. Lucie County APPLICATION FOR STORM SHUTTER PERMIT DATE: PERMIT NUMBER: 1. LOCATION/SITE ADDRESS: I e 0) S 6 C SA T0 D L, 0-7 & I-C.) 2. 3. v PARCEL ID NUMBER: DESCRIPTION OF PROJECTOR WORK ACTIVITY: 'STbaJ-) 51)U,1 6fL,. 4. TYPE OF STRUCTURE: SFR�� ADDITION OTHER 5. OWNER INFORMATION 6. Name: '? M oZklz Address: i o-7LI S gC5�Axi P%1 1,b i 6 L-6 City• 5 } -EAC State: Zip: -3�i Phone: -' ®1 4 5') — =j27 4 Type of Surface attachment: Wood Frame Concrete _ CONTRACTOR INFORMATION FL Reg/Cert #: County Cert #: Business Name: Phone number: Other Product Type Maximum Opening Pressure per A.S.C.E. 7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels .. ' /y." " d L= ccordion Roll U Colonials ther ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBACK 7. VALUE OF CONSTRUCTION: $ `t d • 0 b FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. V9,L— PRINT NAME OF OWNER OR CONTRAC/TORIQUALIFIER SIGNATURE OF OWNER OR CO TOR/QUALIFIER STATE OF FLORIDA, COUNTY OF L..-. cA-6e—, ACKNOWLEDGED BEFORE ME THIS � DAY`O OR WHO HAS PR DUCED GP JAS IDENTI SIGNATURE CR NOTARY TITLE: jjPj= PUBLIC 20 �, BY,���J�l�.GiX� WHO IS PERSONALLY KNOWN TO ME kMEIAM. HUFF My N IEE t>ss53o EXPIRE : ri112, 2015 SWedThtu Notary Public Undfflwd SLCPDSD Revised 96/17/2010 Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772) 462-1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial '5� M_ I understand that the building official and inspectors are not there to design or give advice on how to meet the minimum code. Initial S-P M I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial S� I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and lia 1 for the cost of the license. Initial 1-) I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related medical cost, which could include loss of wages during recovery from their injury. Initial �5?m— To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be -reported by the Building and Zoning Department to the Florida State Department of Professional Regulation. Signed and acknowledged on this 2,4 day of U C fL of 20 ) I . . 9 � STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowled by DLC�6�3� roduced �AA� JtiC17,uS Signature of tary Title: Notary blic SLCPDSD Revised 07/22/2010 Owner/Builder Signature before me this day of , 20__LL, C) who is personally known to me, or who has as identification. Type br Pr4t Name of Notary Seal Commission Number ANGEIAM.HUFF MY COMMISSION # EE ON530 p. EXPIRES:APOI12,2015 R f lydh Bonded Thru Notary public Undeiw hIM COPY M®ODE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 NOTICE OF ACCEPTANCE(NOA) (305) 375-2901 FAX (305) 375-2908 WeatherGuard Building Products, Inc. www•miamidade ov 9040 Belvedere Road West Palm Beach, Florida 33411 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 anby other areas where allowed the Authority Having Jurisdiction (AHD). 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: 0.063" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 07-309,,titled " 0.063" Aluminum Storm. Panel ", sheets 1 through 5 of 5, prepared by Thornton Tomasetti, dated April 10, 2007, signed and sealed by J. W. Knezevich, P.E.; bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. AUSSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel 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 NO as as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this end 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 #02-0417.06 and consists of this page 1, evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No 06-0706.17 Expiration Date: 04/18/2 Olt Approval Date: 05/10/2007 O ,l o f 2o07 Page 1 WeatherGuard Building Products, Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1• EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 95-0717.06 A. TESTS 1. Test report on: 1) Large Missile Impact Test, 2) Cyclic Wind Pressure Test, 3) Uniform Static Air Pressure Test of 0.063"aluminum storm panels x 104" high, prepared by Construction Testing Corp., Report No. CTC-96-008, dated 02116196, signed and sealed by Christopher G. Tyson, P. E. B. DRAWINGS 1. Drawing No. 96-47, Poma Corporation, . 063"Aluminum Storm Panel Drawing, Sheet 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated 02115196, Revision No. 2, dated 03125196, signed and sealed by VJ. Knezevich, P.E. C. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report, dated 11127195, for Aluminum Alloy 5052-H36 by Precision Coil Incorporated, with chemical composition and physical properties. 2. Tensile Test Reports from QC Metallurgical, Inc., QCMJob No. 6BM-410, dated February 16, 1996 for Aluminum sample. D. CALCULATIONS 1. Storm panel anchor calculations, pages 1 through 10 of 10, dated 02128196, prepared by Knezevich & Associates, signed and sealed by V J Knezevich, P. E. 2. EVIDENCE SUBMITTED -UNDER PREVIOUS APPROVAL # 99-0219.01 A. DRAWINGS I. None. (Drawings originally in file 95-0717.06.) B. TESTS I. None. '(Tests originally in file 95-0717.06.) C. CALCULATIONS I.- None. (Calculations originally in file 95-0717.06.) D. MATERIAL CERTIFICATIONS L None. (Material certifications originally in fzle No. 95-0717. 06.) E. OTHER L Letter issued by Al Purino stating that all documents are unchanged copies of 0. 063 "Aluminum Storm Panel submittals, Acceptance No. 95-071 Z 06. ZH A. Makar, P. E., M.S. Product Control Examiner NOA No 06-0706.17 Expiration Date: 04/18/2012 E -1 Approval Date: 05/10/2007 WeatherGuard Building Products Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02-0417.06 A. DRAWINGS See NOA 99-0219.01 B. TESTS See NOA 99-0219.01 C. CALCULATIONS See NOA 99-0219.01 D. MATERIAL CERTIFICATIONS SeeNOA 99-0219.01 E. STATEMENTS See NOA 99-0219.01 F. OTHER See NOA 99-0219.01 4. NEW EVIDENCE SUBMITTED A. DRAWINGS L Drawing No. 07-309, titled " 0. 063 " Aluminum Storm Panel ", sheets I through 5 of 5, prepared by Thornton Tomasetti, dated April 10, 2007, signed and sealed by J W. Knezevich, P.E. B. TESTS I. Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.063 " Aluminum Storm Panels Shutter, prepared by Hurricane Test Laboratory, LLC, Report No. 0411-1011-05, dated February 09, 2006, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. 0.063 " Aluminum Storm Panels Calculations, Sheets 1 through 45 of 45, by Thornton Tomasetti, dated April 09, 2007, signed and sealed by John W. Knezevich, P.E. D. QUALITY ASSURANCE I. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. my A. Makar, P. E., M.S. Product Control Examiner NOA No 06-0706.17 Expiration Date: 04/18/2012 E - 2 Approval Date: 05/10/2007 v GENERAL NOTES• 1. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A LARGE MISSILE IMPACT ISSUANCE OF AHN.TICE OF ACCEPTANCE (NOA) BIYHMIAMIPDAOESCOUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2004 WITH 2O05 b 2006 SUPPLEMENTS. 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd 1.6 WAS USED FOR WOOD SCREW DESIGN. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-02, A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 4. THESE PRODUCTFOR EVALUATION DOCUMENTS ARE GENERIC AND 00 NOT INCLUDE INFORMATION SITE -SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. S. USE OF THESE PRODUCT EVALUATION DOCUMENTS SHALL COMPLY WITH CHAPTER 614315-23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE RODUCT EVALUATION DOCUMENTS ARE INTENDED FOR USE ONLY BY A LICENSED CONTRACTOR, PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ANO OOESSNOTADEVIATEBFROM I ONOITIONS DETAILED HEREINIAND THE CONTRACTOR MATERIAL FROM H TSUCTURAL SUBSTRATES DETAILED HEREINTCONTRACTOR SHALL VERIFY EXISTING STRUCTURE CAN WITHSTAND SUPERIMPOSED LOAD OF SHUTTER. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE PRODUCT EVALUATION DOCUMENTS WILL VOID THE PRODUCT EVALUATION DOCUMENTS. B. WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. BI REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE 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 BUILDING OFFICIAL. 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: WEATHERGUARD BUILDING PRODUCES, INC. pjDA MIAMI-DDAADEE ST PALM COuNlY p�R�U�cr AApppRovED 10. STORM PANELS SHALL BE 0.063" THICK 3004-H34 ALUMINUM ALLOY WITH A MIN. Fy-25.0 KSI OR 5052-H32 ALUMINUM ALLOY WITH A MIN. Fy=23.0 KSI. 11. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N. 12. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 50 K.S.I., U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. J t Z IInn u . In x Z E Q E 0.. J N SCALE: 1/2" = V-0" HEADEI TILL OFULLALUMINUM STORM PANEL SCALE: 3 = 1' _ 0" z.zst" 15B" R.25 063" m n TYP 1 m m a 2.01" a 2.24" Oh' HEADER SCALEI 3" = T - 0" 2.251" '172" R.25 .091, P F TYP. a m RI O. a I 2.01" 2.2 "" OHEAVY,h" HEADER 4 SC LEA _ p" LABEL LOCATIO T� 1.369"� '`y N SEE NOTE No. 10 .5 B,. 1 6" PANEL COVERAGE 9.282" OHALF ALUMINUM STORM PANEL SCALE: 3.5" .172" R.25 TYP. m 2S7 0 2.01" N 2.24" OBUILD-OUT'h' HEADER SCALE: 3" 11' _ 0" .BBB" .37" 8 .44" �.275 .313" •1B4" .275" .25" .OS" m N � .25 '° .093., 0•fi .138" TYP. MATERWsZAMAC 3 ALLOY WITH 7%16" HEX OWASHERED WING NUT KEYHOLE WASHER 'P' TRACK B SCAL I H LF SIZE OSCALE' H- ALF SIZE �D SCALE: HALF SIZE TYP. ELEVATION SCALE: 1/2" . '-0' PANELS MAY BE MOUNTED HORIZONTALLY 2.251" 1. ,063..R.25 TYP. N� O 2.01" N 2.24" ©U' HEADER SCALE: 3" = 1' - 0" .093" TYP. ff " .25 OHEAVY'U" HEADER i SCALE: 3" = T _ ,17 iv TYP. 2" MIN. 5" MAX. STUD ANGLE BUILD -OUT ANGLE SCA E: ALF SIZ 72 SCA E-C 3" . 1' _ p" �P11yule PINK ul m*06_-0�70-6647 W a 2 O y 7 J a )7 m 0 n v EXISTING o CONCRETE,— HOLLOW BLOCK OR WOOD i FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. (TYP. TOP & BOTTOM) C4 CONNECRON TYPE REFERENCE ANCHO SCHEDULE FOR MA'. SPACING 4 25" rMAX. F W TABLE 2 :OR MIN. E f J X =p SEP. FROM Y w u GLASS w JmIn _aZ N In. J N J L .25" - Tt MAX. OWALL MOUNT SECTION SEALE. 3" . V - 0" IN TVPECHO EXISTING OR WOOD OR MAX FRAMING. SEE ANCHOR DR MAX. SCHED. BASED ON TYPE OF STRUC. ITYP. TOP b .25" BOTTOM) SEE s w— FABLE 2 'OR MIN. X = O SEP. w u FROM J GLASS w N m QZ m 'x G IL � q7' L .25" t2 MAX OBUILD -OUT MOUNT SECTION SCALE: -- . t' -O SCHEDULE FOR MAX. SPACING OTRAP MOUNT SECTION SCALE: 3" . t' - 0" OALT. 1' - BUILD-OUTD" MOUNT SECTION E SCALE: 3' 0 EMBED. 10 Cl CONNECTION TYPE � S REFERENCE ANCHOR EXISTING CONCRETE, ED. SCHEDULE FOR MAX. SPACING w� HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR _ = B v ¢ g v 25" SCHEO. BASED ON TYPE OF STRUC. ITYP. TOP & ED. �,ov y E MAX. BOTTOM) a F W O W F E � o VJ �d•� = IA SEE TABLE 2 FOR MIN. mow., X 7 H L G GlA21NG �}} ROM w u u 0� 3 a yU) GLASS w mvl¢Sm e u xoQQ�F a N J N Is J Q Ci m 25" TAX, w F w LA a +ta Cl CONNECTION TYPE EMB, ^CQmw& REFERENCE ANCHOR SCHEDULE FOR MAX. y C ad ry SPACING \ ,� Z p3 0 O WALL MOUNT SECTION o I' o d FRODDCTRIVIM �••• ��w r. rr,le. vo 6uhaso. I1.e. n .. UD , FASTENER 12" O.C. FOR D DESIGN LOADS LESS THAN OR EQUAL TO FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN MAX 110 P.S.F. b @ 8" O.C. FOR DESIGN LOADS OR EQUAL TO ,10 P.S.F. b @ r GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEO. FOR EXISTING CONCRETE , B" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. ALUMINUM ALLOY ANGLE CLOSURE PIECE 1" x 2" z ANY ACCEPTABLE ANCHOR) HOLLOW BLOCK OR WOOD FRAMING, TYP. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) 0.125" MIN. TO 2" x S" x D.125" MAX. EMBED. OPTIONAL LEG DIRECTION 2" 3„ MAX. IN, N Y (2)OR EXISTING CONCRETE,HOLL BLOCK OR EMBED. ALUMINUM ALLOY ANGLE WOOD F WOOD FRAMING, TYP. CLOSURE PIECE t" x 2" x 0.125" MIN. TO 2" x 5" x OBUILD OUT MOUNT CLOSURE SECTION 0.125" MAX. SCALED 1-t t' - o•• ©TRAP MOUNT CLOSURE SECTION 0" EXISTING WINDOW OO 1 20 GAGE STEEL BENT PLATE OR 2" x 2" x 1/8" 6063-T6 ALUM. ALLOY BENT PLATE E N (�D�,,, 1 �J" EXISTING ri 0 WINDOW n 0 0 N a c 1/4-20 STAINLESS STEEL BOLT b WING - NUT @ 24" O.C. (TYP.) o O TYPICAL CORNER CLOSURE PLAN 0 1/4-20 STAINLESS-/ STEEL BOLT b WING - NUT @ 24" O.C. (TYP.) /;;N AL CORNER CLOSURE PLAN S ALE: 1-1/2 = 1' - 0" MAX. MAX. MAX. v 20DR 1 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING, TYP. OWALL MOUNT CLOSURE SECTION SC E: 1-1/2 c 1' - r EXISTING BAY WINDOW 20 GAGE STEEL BENT PLATE OR 2" x 2" x 1/e" . 6063-T6 ALUM. ALLOY BENT PLATE 1/4-20 STAINLESS-/ -/ STEEL BOLT b WING- 1., Ll NUT @ 24" O.C. (TYP.) OVERLAP " MAX ©TYPICAL CORNER CLOSURE PLAN SCALE: 1-1/2" . 1' - 0" PR000C1'REVrAD a+y-g4i.g bOxrFbd& Ampmav10 -O 0 -J7 MAriDW d�xlC�aW BW4ia� FASTENER NUUUMUM S LOAD 7 (W) SPANS UP T LGI P.S.F. ANfNC,G TVDe CHER REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS DGE DISTANCE MIN. 3' EDGE DISTANCE NS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPgNS OF 5._0.. 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ANCHOR TYPE MAX. (SEE NOTE 1) (Sff NOTE t) (SEE NOTE 1) N (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE W NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C4 CS C1 C2 C3 C4 CS 1) C1 C2 C3 C4 CS C1 C2 C32" MIN 62.0 12 12 12 12 9 12 12 12 7 5 12 12 12 S 4 72.0 12 72 12 12 8 12 12 12 5 4 12 12 11 4 4 11 MIN.3• LONG LAG SCRW W/ MIN. 1.75• 83.0 120.0 12 12 12 12 12 12 10 7 12 12 11 4 4 12 12 10 4 3 EMBED. SHEApp PARALLEL OR P P. TO W000 GRAIN 200.0 12 12 10 6 5 12 12 10 4 3 12 12 10 4 3 4 3 12 72 10 4 3 12 12 10 4 3 O * 62.0 12 12 12 4 9 9 7 7 7 4 Q t 1 H- 5T000 BUS�I SOT W T 7�/yB MMy,EE55 STE0. 03.0 11 71 1Z 3 6 5 3 3 MACHINES 5yp/R A1�INCCgHOR 120.0 8 B 5 6 4 6 y 6 4 R INIMIIMPIE SITy G.0.42 '12 200.0 6 4 6 4 6 4 *11 3=22562.0 *� 12 12 12 7 9 12 12 11 3 5 12 12 7 4 LL FEMALE EP�NELMATE• 72.0 83.0 12 12 12 S B 12 12 7 4 10 B 5 4 W TH 1-7/ A IN. EMBED. i /4-20 MACHINE 120.0 12 12 12 12 12 8 4 7 10 B 5 4 10 7 4 4 SCRE WITH NUT 5 10 7 4 4 10 7 4 4 200.0 10 7 4 4 10 7 4 4 10 7 4 y 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALIAWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 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. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE EXISTING STRUCTURE IS POST -TENSIONED CONCRETE CONTRACTOR SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE SUCH THAT CABLES ARE NOT DAMAGED. B. WHERE EXISTING STRUCTURE IS -WOOD FRAMING, WOOD FRAMING CONDITIONS MEMBERS NOTE PLYWOOD FASTENING TOO PILYW0 ADEQUATE ACCEPTABLE MANY FOR SIDE CLOSURE PIECES. 9. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE '•SOUTHERN PINE" G-0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 10. 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. 11. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 12. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 13. **THE MINIMUM EDGE DISTANCE FOR THE POWERS ZAMAC NAIL -IN EMBEDDED IN HOLLOW CONCRETE BLOCK IS 3-3/411. MIN. 2x ANCHOR DIAMETER rlLoax'TRAVLsED MAX. 1/2 ANCHOR SPACING a�wm-m she!•bik SPACING PER SPACING PER A.,t. r406-0706. ANCHOR SCHEDULE ANCHOR SCHEDULE Bt tYA Dde/ b i �a ALUMINUM ANCHOR EXTRUSIO SCHED., FROM TYP. w, m W� low is ¢ Q oof E H$�E o 0 No N � ¢c" z E- u W a It It 0 to 2 J Q CD 0 III =n,fmon.l O,gbw R U"nia No_ R 0011261