Loading...
WS-09-1800 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL C L Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 128355 Permit Number: WS -11 -09 -1800 Scheduled Inspection Date: February 10, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Shutter Final Owner: LAVANDIER, MARTA Work Classification: Shutters Job Address: 344 NE 102 Street Miami Shores, FL Phone Number 786 -473 -9539 Parcel Number 113206013514 Project: <NONE> Contractor: GARY LEE MOREY INC Phone: (954)472 -6873 Building Department Comments INSTALL NEW STORM PANELS AT 4 OPENING Inspector Comments Passed C Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 09, 2010 For Inspections please call: (305)762 -4949 Page 4 of 21 Miami Shores Village 18�:litll5 10050 N.E. 2nd Avenue�� Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 % " � " �LOR1fJp 461 Expiration: 06 /0 71201 0 Proj Addres Par Num ber Applicant 344 102 Street 1132060135140 MARTA LAVANDIER Miami Shores, FL Block: Lot_ Owner Information Address Pho Cell MARTA LAVANDIER 344 NE 102 ST 786 -473 -9539 Miami Shores FL 33138 a § Contractor(s) Phone Cell Phone Valuation: $ 2, 000 00 GARY LEE MOREY INC (954)472 -6873 Total Sq Feet: 0 Type of Work: PANEL SHUTTERS For Inspections please call: No of Openings: 4 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: I Inspection Type: Shutter Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $1.20 Education Surcharge $0.40 WS-1 $ 199.20 $ 149.20 Permit Fee $1]0.00 WS -11 -09 -36278 $ 199.20 $ 199.20 $ 0.00 Scanning Fee $6.00 Check #: 3026 Submittal Fee $50.00 Technology Fee $1.60 Total: $199.20 In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWv, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing inforw a`ir1 ',' rate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above --nc ,.�� convactor to do the work stated. January 26, 2010 Authorized Signature: Owner / Applicants Contractor 1 Agent Date Building Department Cop January 26, 2010 1 - Miami Shores Village j 0 2 J06 Building Department t r f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY .................... Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) 6A V E Phone # 7S7 3 Owner's Address 3 qq N iE: I y - 5 City lHtlt 1 r hdh V,1 Imo- State G Zip Tenant/Lessee Name Phone # _ Job Address (where the work is being done) 3qL ! ' , �;T City Miami Shores Village County Miami -Dade Zip I ;r %-q Z FOLIO / PARCEL # t t - 3 Z. D tP • "'d i l 0 5 % 4 0 Is Building Historically Designated YES NO Contractor's Company Name L Al v T' Phone # j 7o1-- „ 9' k ZY Contractor's Address 72-a 6 I , City t(V 1 ,lam State r L Zip �:�.� 3 1 - 3 ~ Qualifier Name 64 y A `C+T a $e Phone # State Certificate or Registration No. (- c4 I l - Certifieate of Compettency`No. Architect/Engineer's Name (if applicable) i� ASS` . L l _ A Phone # '"► S q ` � - —7 Value of Work For this Permit $ 17 2,-3 E Square /Linear Footage Of Work: r IV Type of Work: ❑Addition [JAlteration ONew Repair/Replace ❑ Demolition Describe Work: /'iC.e' ` � << L X] 1�: U-' 1c' ./� �C1 "t S' � ®t% ®,�✓ 3' y , } i ! o '' Submittal Fee �$” i' t f Permit Fee $ �f l�� CCF $ �' CO /CC Notary $ Training/Education Fee $ _ Technology Fee $ Scanning $(P-00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ �' r See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commenh menpand oonstr zctton lien law brochare 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 w ill be approved and a reinspection fee will be charged. y � ' "` S i afore Signature S gn Owner or Agent Contractor The foregoing instrument was acknowl d before me this �8 The foregoing instrument was acknowledged before me this day of ttRf 20 103 by A tj q • Wk- A � day of .20 _, by who is personally known to me or who has produced who is personally SW # known to me or who has r �GGINS As identification and who did take an oath. as ierittfication a1� viY CaMM NOTARY PUBLIC: OTARY PUBLICt EXPIRES: July 5, 2050 Hers ; =yta i, DANIEL 4. TERCERO Bonded Thru Notary eubac u"de" . ., MY COMMISSION 4 DD 901345 + '° EXPIRES: June 22, 2013 ✓ f r}= ' %� � d Bonded 7hru Notary Pul k Underwriters Sign: t ign: Print: _ fir, �, y / (" r C t� I - C2 Print: c.i.�i PAC' 1 N (C My Commission Expires: My Commission Expires: I APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) St�oRFs Miami shores Village �; ,,,,,M Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ORIDA Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -4b C) Job Name: 2009 Page 1 of 1 Building Critique Sheet ��c tTA I �CiC� ��P� �F)� �tG/ - C = lio Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 5 lk Miami shores- r oc Building Department � .,... 10050 N.E.2nd Avenue ,. Miami Shores, Florida 33138 Tel: (305) 795.2204 �tORLDp' Fax: (305) 756.8972 Permit No: 09 -A o(9 Job Name: 2009 Page 1 of 1 f' Building Critique Sheet ae : r 0 C yA» 6 e - D Ls+ki,, L,Iw p Lbp tzee Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 -795 -2204 RUSSELL C. CHASE, AAGHITEC T, INC. 114 SOUTHWEST 10TH STREET FORT LAUDERDALE, FLORIDA 33315 -1210 TELEPHONE (954) 467 -7892 FAX (954) 467 -7893 �� ' - y am - d,.ai �'4 y}h GARY LEE MOREY, INC. 720 S.W. TERRACE DA FL 33 32 - 5 } - 3731 C rte. V L- -Y2 1 S t A.). 1 6z �K ( A WL t S idO c�--5 FL, - 3 z, -MAt K # P 1t' - 1vfA # PS> - P5F DE5IGt [ , a CRITIR1A ?) � -zoo 4 01 01-_0 cf): 14 tuiM AL N % �y LOCATED }N T� m16p, ,z OF THE BLD W2 ED G, ZOh1K q. f5'1 Ci.N I G$Q Fr. LOCATED 1N THE`G01�t1� OF TYtE BLDG, ZONE . - IS A�€D ESN 2 i . f iQ, re LOCATED 1M THE' f 41r)bL� �Jl TOE BLDG, BONE - 5 t E71 15 W5FD ON 21 ? �C�,'�, LOCATED -IN TH COQ =p ' Q OE BLDG, O O 5 fbT7?S: D15TAhlGt. ZONE 2. S€E Ai Cfi. bWG'S sfi 1 FOB ALL-- VAND- 6w5.AND DQ�R5 LockAMCM CONTRACToK jt COOk AfArI€ ALL- FIAIAL 51ZE CRA OF tl 11Db V !S ?1vtD DOORS I CICH.OPR IENG Vsrl t f P fne 5 ANjj'1vtA fltPACtUt K5 St oP DRA I IGS: n. A loo I �.�H f1G7 1tSTANT, OTHRWis �HUTTP�s ' HAI1 '€sip PI bL?ll�fR SLR ARCt�FI TIJiZALDRA�kVi!NC, -9 FCJp- ADD(TICSt fAC REQ} i1 y] ms RUSSELL c PHASEAARCWT # :� d 1 'r •. t'f4 SW 10TH STgE? . • :.. .: '.' ::.. FORT LAUI?ERDALEA 33345 el��_ •• . • •1 R •• • i' - i3 — D • RUSSELL C AACHITE - CT, INC. 114 SOUTHWEST 16TH STREET FORT LAUDERDALE, FLORIDA 33315 -1214 TELEPHONE (954) 467 -7892 FAX (954) 467 -7893 OcZ t L 7- 0 c) �1 GARY LEE MOREY, INC. 720 S.W. 133 TERRACE DAME, FL 33325 -3731 I.J =X�CrL 2 L- S �T)��C.� K/� 1 A w, A 3 1 n& N DOW 000K WIND- sf ` - Doan p - _MA # P F #P rF - MW PSF DESIGf . �•` � � _?) CBS - 200 �ASOE -0Z-Oj - —. rJ 1 . ... W2 - tNI- tS' �e IsC2. , LOCA } TED'j�( p� MIF)KZ OF THE f3[ DG „BONE 4. i� W2- - � © (5 - 13 A t1 4 4; FT. LOCATF� 1N Ttil -( OoR t OF TFtE BLDG, ZQh1E 5; ” L11- [5 $ABED CIN 2-1 - ESQ- P I- OOATED IAt T(1> ' MIBCILE'i JF THE B1I?G, ZOl l 4.. IJI - [S33ED (7K 2 t t C�.l`. LOOATEL7 Its THE EE�RItlEF�'fJF THE BLDG, ZONE 5. 140Ti 5, i . CD KNFR DI Z€ igrz 5, z sw. Afi. DWG'S FO�ALL-IAND.6w AND bOC11 LOG�cTIEi1dS. CONTRACTOR SMALL pOOR{?#AIPrf1= X�Lt _�(p�AL SIZE OF �lvfND�V�{S A1i1D t?pOfZS [ GJ�ONTR *CT _ V�P�it,r���1�;L' [�RAR�I�GS AND'MAi�IUPA�t�R,'S �t�OP D1�A�lh1GS: . ' �; AFB- `dl�Ol�5 _-; 17 f� 4 �1ZS.5(�31�LT. BF f1�AF`AGf R�1STAt�fT, OTt#E}�4�t5� �H[ItTi;R � . THAI I 'i sty Pt b�/}[7 �E€ Ai Ct�tl F1Ji�ALt7RA�v GS 1�P� /ADDii fOidAC [ZEQ{�{ S Rd OQ -• a HITECY O WN L�, 315 " 6 I f J +�" J% ui 30'1 j 131 — - 1610 � - - -- 67 6'8 - 94 3 �4 co 'v 2' 9" Garage j L J D to ` I j I v w 4'2 j Owner: Weaver Address: 344 NE 102 St. Miami Shores FL 33138 712� Phone: (305)757 -3142 j I I Contractor: Gary Lee Morey, Inc. Phone: (954)472 -6873 I Purpose: Install new storm panels at 4 openings. M Opening sizes are as follows: j A: 32" X 66" 15 SQ. FT. 611 B: 64" X 80" 36 SQ. FT. I C: 32" X 66" 15 SQ. FT. D: 74" X 63" 32 SQ. FT. ' I ao N i kUSStLL C CifA 114SW10 S W -7 FORT LAUEE A 333345 +4 + q3 t 45 I '� A C Front Door 19'6 — - k 5'4 5'2 5'1 1 0- 09 I< 35'1 Front/North 30 13'3 16 4'4 So 2' 9" Garage CD ZD i 4'2 Owner: Weaver Address: 344 NE 102 St. 7 Miami Shores, FL 33138 Phone: (305)757-3142 Contractor: Gary Lee Morey, Inc. Phone: (954)472-6873 Purpose: Install new storm panels (D at 4 openings. C ' ) Opening sizes are as follows: A: 32" X 66" 15 SQ. FT. 61 1 B: 64" X 80" 36 SQ. FT. C: 32" X 66" 15 SQ. FT. D: 74" X 63" 32 SQ. FT. I' I I C6 F - C i %I :j RU E1� : 1 ARCWW 114 8 B 0.0 0 0 0 :•4, •0 0 • Front Door FORT�At 9 5-2 5 0 0• 19'6 64 ------ - ---- 35 • *:0 0 C( Front/North MIAMF MIAMI -DADE COUNTY, FLORIDA Wma METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODLCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375-2%1 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildiagcodeonline.com Town & Country Industries, Inc. 400 West McNab Road Ft. Lauderdale, Florida 33309 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 Verity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 05 -353, titled " 0.050" Al uninum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE 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 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 of M &stib ttor!C and shall be available for inspection at the job site at the request of the Building Official. • • • • • • This NOA revises & renews NOA # 03-0421.13 & consists of this page 1, evidence subnfittedVp s band E- • • as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. • • ... -14bA No "7f103. . . . . . . . . . . Ezpir66 Bate: i1,r16kAaO oZ �r o i Approval Date: 02/16/2006 Page 1 r Town & Country Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0$09.03 A. DRAWINGS: 1. Drawing Number 00 -159, tided 0.050" Aluminum Storm Panel", sheets I through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. Knezevich, P.E. B. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00-028 dated 06!2811000, signed and sealed by Christopher G Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 07!122000, pages 1 through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 102612000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004 -H34 by Jupiter Aluminum Corp. with physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No CTL- 592F dated 06262000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PRE_ VIOUS APPROVAL # 03- 0421.13 A. DRAWINGS 1. Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", sheets I through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. B. TESTS I. None. C. CALCULATIONS ..... . . .. ........ 1. None. .. . . ......... . 47HWmy.A.Ma%;ar,P.E- V Pro$uct CobtrolE*u3intr ::NDA No 45-W713.03 • :. Expiration hate: 1?/16.?A10 • Approval Date: 02116/2006 E-1 ... . . . . 0:0 . ...... . .... ... . . . ... . . Town & Country Industries, hoc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MA TERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets I through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by Y.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton - Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. A R, Hchny.A- MWar, P„E. ... Product Coy trol finer NOA:Nb W -Q7V.W Expiration Date: 1111611820 • Approval Date: 02/16/2006 E-2 ... . . . . . . . . . . . . .. .. . . . .. .. . ... . . . ... . . LABEL LOCATION 1 - MACHINE pp"_, 2 02" 2.02" 2.250 .060 "3.00" MAX. 2,250" 1/4 -20 MACHINE L W (�12" o ,0 °, •' -'� SCR MAY EW @)12" 12" O.C(STUD TUD �O U 105" MIN. ._- .- 2 P50•• �OiREC T10N MAY 71ON v 0 TYP. "}- -- -" - oN HE REVERSED) EVERSED)o u o ° o o 094" T P. ,o .101" .094" o o (V '^ 1,01" .07" o L17 07" o , .094" T P, $.:- rl T rn m o _ w YP. ° I SEE NOTE N 1 SEE NOTE �+ r p 1' ,.125" TYP Ry N No. 10 1.177M 0 CO V ERAGE , . 6.00 COVERAGE ° U I2, `?�, o - �� �'+ 120" .I o .02" 12.00 " �C V ..._,� o�10 N m d � �u N o o 0L iO 125 "' N o.0 2" . 2.00" MIN. 2.00" RO amF o k- m • 3.0 - 5.00" MAX. ° .375" ,250" ' )` 8.332" 2 L 2.000" 2.020" STORM PANEL a HALF STORM PANEL O "h' HEADER O °U" HEADER 3a BUILD OUT'U° HEADER O STUD ANGLE STUD ANGLE �� N SCALE : 3" . 1'- CALE : 3" = P -0" SCALE �-T� SCALE : 3" . 1' -O" SCALE . 3" . V -0" SCALE : 3" • V -0" SCALE + 3" = 1' -0" O .376" 376" .190' 190" 1/4 -20 MACHINE 5" T_Y_P, ,806" .88fi" 563 W� SCREW /2" O.CCSTUO N .375" R - 24" I •092" •17 5 440 t - u° DIRECT (ryAY 1 f '�" - A90 YP. " A90" - (T 452" 655 ;' ',313" .465" •65 `� BE REVERSED) ,215" +�- '21� "o m u; 0.090" (7Y m 0.090" (TYP_) m -- ^ _- _......_ a7 in in o 090" S p 09d'; 15 m ry ,3 1.00 13" ,,,� o f20 GA. GALV. STEEL GR k0 W E 91" i- MIN, 5YM. YM 377" OR 0.050" 606146 ALUM) W E � X632" 5.00" MAX 70 4-- 00 /DPTIONAL 16 LEG DIRECTION KEYHOLE 1 4b STUD ANGLE 5 ANGLE 8 C -TRACK (PINISH) 6a C - TRACK T BUILD -OUT FTRACK � 'P TRACK 8# "p° ANGLE - TRACK NG NUT ©�► Q + Q Q SCALE : HALF SIZE SCALE : HALF N 11 a SCALE 13" . V -0" SCALE 1 3" = V -0" SCALE : HALF SIZE SCALE HALF 512E SCALE : HALF SIZE SCALE :HALF SIZE FASTENER 12 _ (� " O,C. N LOAS LI a LESS THAN DR EQUAL TO NO P.S.F, & (P O w� WPLA"Ol 01- B" O.C, FOR DESIGN LOADS GREATER 1. T P q T RE R S NT M T Y T�NNCA YH ��2 THAN 110 P�S.F. (SEE ANCHOR SCHEDULE J �R� H����E�I, H2�����������,L�II�����4a 1/4" MAX. FOR ANY ACCEPTABLE ANCHOR) O2 1INCgEAgE IN Z MAX �C6SfGN sWINO d , 1.4 WAS USED FpRW000A0 SCREW 1 NT 1 �7 p, �ES�G� p5 p 5g W N q@ E N6 �c 4 CL Iw�'SVIUHtlRtjINfi W w CLOSURE P ECE i T I, QQ ggNNTTSs ppg Gg�gp�� pN pp �r z?• EXISTING CONCRETE, 1" x 2" x 0.125" MIN TO 4 ' POR SITED SPECIFIC AP4MCATIONAOP THIS SMUTT�R SYTEM�LUOE INFORMATION WOOD RAMING,OR 2" x 5" x 0.125" MAX, XISTING CONCRETE, ugg p 77 gg55 pppp qqLL ppp0CC�� NN**yy , Lmax.. SEE STORM PANEL SCA HOLLOW BLOCK OR SEE , VJ. Knezevich ° 5, OPTH F49R A A EGODESHALL COMPLY WITH CHAPTER 61919 -23 SCHEDUL TABLE 9 TRAP MOSM CLOAURE DETAIL AN WOOD HOR H BASED FL Uurx. nel rove - TYPICAL HORIZONTAL ELEVAMON ON TYPE OF STRUCTURE g1 6. jGH ��'�'j�}�fy�i4PJj,�g0'y •� hMp�CJ,¢j q , L e y (2 ' U,( g T, I,EA J''{ E D Py' 0 V i Q R�TAC7 SCALE. 1!4" = 1' - 0" SHUTTER OVERLAP SHALL BE „� pAiLEO HER) FORM 0 TE 3TR �ARL�jSV9U5Tp BETWEEN �W.�I, UIf11TE0 A MINIMUM OF 1,5 TIMES THE SIDE CLEARANCE "1 (PERPENDICULAR TO THE SHUTTER AND WALL 7, $t�'dFa� PANEL P lff�y TO THESE APPROVAL DOCUMENTS WILL VOID SAN) ZOO �Wy EENN 77HHE g Tp pN5 p y�q E pp� Eg y TYPICAL SECTIONS TOP MOUNT 1/4" MAX. J " " 8 ' 9UILDING OF�ICIA"MAV CLL'CT FQLIOWING UPTIO�spOCUMENT S, THE _ „Tom^ ALUM. ANGLE -',l) FASTENER 12" O,C• FOR Al R G IS, E g THAT 5 y�EC R'C pppCU�.1 N AR O E OATgggO OR TEN LN gE � ' �' 315 "6 D S 1'`� 2x 0.126 MIN. TO EQUAL TO 10 P,S,F, & 8 0 C� E 71 E F VTtJ gw t AA01 10 T I 0 ICIAL 2" x 5" x 0.125" MAX. FOR DESIGN LOADS G EATER �}CIN - SbT PEI AFFROVp eE ApFL�Hp R ANO � \• 1,00" � THAN 110 P,S,F. )SEE ANCHOR PpO 7H IA A E %UN Ct�NTROI DIMS SI ° \ f EXISTING CONCRETE, ° SCHEO, FOR ANY ACCEPTABLE $ y/�ICN Ty{e N�� �p pg 1�Ng pCC{�p �ylTy, ry p G yELp �{Uqp cq q PLAN HOLLOW BLOCK OR ANCHOR) 8 ZONE ARE OPTNON Y � AT SHALL HE ACCEP BY DVILbINO OPF�CIALE 0. .650 "0�- WOOD FRAMING. SEE •, IN w EE q R I ANCHOR SCHED, BASED y 9. PRODU I SMgLI, E WITNtN �p pµ ONEN SCRMAN! PT L N Y FL V�I�'H A C H'E � ON TYPE OF STRUC. • MINIM<1M DNE M�iKINO PE�i PA ANO SHALL N LA LEO 0 J -,� .... AS FOL WS T 1_� I o \ BUILDAUT MOUNT CLOSURE DETAIL o • • • • • ApU1Ml•DADE NT' APPROVED • • A w x 1 •�- "\ ) 4/ A 4" S ,y� • 110 OR pN�LS s ®E 3 4 OR 505'2 -1134 ALUMINUM A Oa' WIT�I TI� 7' FOLL�N6 PIIIQIMUMICKN :S - AND MRHAtiICA4 PROPERTIES0111NAL OS % Z �� ; 3(5 ^Q 1/4 }{ /\`-•� X. j • 11. ALL EXTRUSIONS SHAH BE 4O�•Ti #I:MINUM ALLOY, U.O.N E ¢ �' 1 0' MAX, \„(;1 fDU R@VF hD 'p • • • 2.ALL g T q�p WAS�ERg 9Hq L 6 GgLVgN�ZED OR STAINLESS STEEL WITH LJ ° Z MN U Ti[NSY.E STRENGTHibO,i•I•, U.O.N. /,• ,� 5 Aceepfaeea Nn OS-'O �.0 dn. 'r' • • • ,TOP i, �l7TOM p p1 SHLR4N MlIY �N CH NGEp A IELD CONDITIONS .650 /' EXISTING CONCRETE, 6epkatka Dah O 06/29/2005 ,¢ OICTAT €. R,SNM.i A�'BE MOU6TNC�IIO�I ONN .L HERE APPLICABLE, EXCEPT -- - '- - -___ KEY HOLE SLOT W000 RAMING. Y E • FOR "h' A2JD "U HEADER MOUNT) CO ITION @ I �� AS NOTE MCP • • • • • (TYp,I BOTTOM MOUNT WALL MOUNT CLOSURE DETAIL � laa M d vK • • • i • • • • • • TYPICAL VERTICAL ELEVATION TYPICAL CLOSURE DETAILS MW 05-353 • • • • • • • • SCALE: 1/4" = 1' - 0" SCALE: 1 -1/2" . V -0" sheet of 6 • C2 CONNECTION TYPE a EXISTING CONCRETE, REFERENCE ANCHOR O0 = EXISTING CONCRETE, -C3 CONNECTION TYPE OPTIONAL LEG DIRECTION SCHEDULE FOR MAX, SPACING -- m HOLLOW BLOCK OR HOLLOW BLOCK OR CONNECTION TYPE d ww v+ WOOD FRAMING— DOD FRAMING --Cl CONNECTION TYPE o YP. BOTTON) TOP AND aJ REFERENCE ANCHOR _ REFERENCE ANCHOR SCHEDULE FOR MAX. - SCHEDULE FOR MAX. Q) MB SPACING SPACING EXISTING CONCRETE, yy yg HOLLOW BLOCK OR 2 ^'� Q 1/4" MAX. WOOD FRAMING 1/2" _� q (TYR TOP AND BOTTON) a o _ E O - 9 W ❑ w W W MCI u w;o 3 EXISTING CONCRETE, Q m O EXISTING w w ,: w P HOLLOW BLOCK OR GLAZIN am ri;. w m WOOD FRAMING EXISTING 2 C3 CONNECTION TYPE GLAZING 1 I 0 a Q a m REFERENCE ANCHOR c J r Q SEE MIN, a - fir' XIS I ���� a ,. MIN. E T NG t' L .. HfOULE FOR MAX. STORM PANEL I GLAZING 1 £ ~ M ? SPACING STORM PANEL a p SEPARATION - - 1 ._ I SEPARATION w w GLASS M r FROM GLASS w D ° w a _ — ry 1/4" MAX— FROM TABLE 2 w w SEE MIN, b - w:3 i; r `� TABLE 2 ^--- - ul 4 + w �' a E STORM PANEL Z N N SEPARATION FROM GLASS TABLE 2 w < '� m J a /4 4oMAY BE % z r, a r t� r 10 W t7 N 4 4 4b 9 -� EVERSED E y EXISTING I,✓ o w Q a� BLAZING SEE MIN. � STORM PANEL SEPARATION W x O f� -4/4" MAX. _ FROM GLASS b -.. 7 , „.. -�.. B LI p CONNECTION TYPE ' TABLE 2 A MB. 6 z "s•'' ' ' REFERENCE ANCHOR 4 t/4” MAX. e a FASTENER 6" O.C. OR 12" O.C. BUT 00 NOT Q SCHEDULE FOR MAX. Cl CONNECTION TYPE ry a (5 B1 OPAONALTOPMOUNTING EXCEED ANCHOR SCHEDULE SPACING. USE SPACING REFERENCE ANCHOR -Jc 1" 1" " REMOVABLE ANCHORS ONLY W/ KEYHOLE EXISTING CONCRETE, SCHEDULE FOR MAX, 1/4 -20 MACHINE BOLT WITH WASHER: LOCATE FASTENER IN NARROW O� 114 HOLLOW BLOCK OR SPACING') LOCK NUT � 12" O.C. PORTION OF KEYHOLE WASHER' WOOD FRAMING OPTIONA (TYP: TOP a BOTTOM) Cl CONNECTIONfYPE e C2 CONNECTION TYPE LEG DIRE TION REFERENCE ANCHOR y SCHEDULE FOR MAX, SPACING �3 A 4UEUJ M OUNT SECTION BUILO.OUT MOUNT SECTION THREE 1/4 "Ox MIN. 4 -P TRACK/DIREg MOUNT SECTION SCALES 3" V- 0" @) SCALE: 3" R 1' - 0" LONG WOOD LAG SCREWS SCALE. 9 • 1 - 0" + Q�pp 24" O.C. MAX, WITH 1.3/4" m EXISTING CONCRETE, EMBEDMENT INTO WOOD l ,J MEMBER 1'1/2 "1'1/2 ROOF TRUSS HOLLOW BLOCK OR WOOD VJ. KDezevich N WOOD FRAMING - OR FRAMING MEMBER hMwbn I EMBEDMENT O, E SHALL BE PERPENDICULAR FLiI...N cNa TO THE PANEL FACE EF CONNECTION TV" EXISTING - EXISTING STUCCO CIS REFERENCE ANCHOR GLAZING ox uwi / y _.. -•" f I � � ?' FINISH OR PLYWOOD SCHEDULE FOR MAX: n: ,/- J 1 SOFFIT = a SPACING Wn d:vet II' °. MAX, ..�, 'a ' r. i,., x:. 1/4„ 1 a STORM PANEL 4 g kX b x CONT. ALUM. u: o. EXISTING ` SEPARATION Et Q ANGLE OR 4" 3 N14x 3/4" ? vi GLAZING 3 w FROM GLASS J£ ou x 1/4" x CONT. 125 O,CW I & i z w TABLE 2 - -- AL FLAT ETWEEN oa N Qm TRUSSES e r �p g a r DETAIL (roA4S THRU' SEGI ANCNOII SC1iEDUil x -1 / 4" 1 ° $: O Q MAX. EE MIN. STORM n� RII� O w 1/4 "0 POWERS 1!4 "•x MIN. - '`'£ PANEL SEP. FROM SA: O STORM PA-- �ti.... r -+ CALK -IN W/ T/!" LONG WOOD LAG GLASS TABLE I • • 1/4 "01TW TAPCON :+ ►I • • 1 N O W/ 1 -3/4" MIN. EMBEDMENT i CREW W/ MINIMUMs 1/4 "0 THRU BOLTS S 5€PARATId W ICO IN, OR 1 -1 /L" 1/4 -20 STAINLESS 1 -!/4 EMBEDMENT w :< W/ LOCK NUT O TS O:C, -+^ • • • w w MIN (BLOCK) SHEAR PARALLEL -� �- y • • • •FQOM GLASS • • w x EMBEDMENT STEEL MACHINE PERPENDICULAR '� FASTENER, SEE DETAIL EXISTING TOABLE 2 --- • N u SCREW TO WOOD GRAIN t YN, S_. • N .. (E)ANCHOR SCHEDULE, I�" GLAZING o • 9 CONC ROLL•VY CONC, MB u r _..l • •• • • • • • • m 2: (B.!!E!0 U p.!l Et4 W000 FOR MAX, SPACING _ REVISED • • • E 1x" 4" 7" 1x" S 2 " e „ Cl CONNECTION TYPE +ti: +' : - l'f ;n 'J vm•1 with the � i • • • • • • • U ALUM. ANGLE REFERENCE ANCHOR 9 SeMing Code Moddl ti e ' SCHEDULE FOR MAX. O F H A.eeoPR MNO O$-* ,OS h • • • • • • 1/4" MA SPACING w 0 S.pl fl30M n° O O 06129/2005 `o • • • • • • OONNECTIONTYPE EXISTING CONCRETE, '' ASNDTED ,.y" ca • m 1 " .. REFERENCE ANCHOR HOLLOW BLOCK OR :`.6r aid Ds it • • • • • • • • • w� • SPACING E FOR MA WOOD FRAMING. SEE DETAIL E ,a.. • • • • CEIUNGIFLOOR O SECTION _ 5- • ©%SCALE; 3" . • • • O PASS THRU' SECTION O SC LI MOUNT /BUILD OUT SECTION Q�j -$5$ a V • 0'r • SCALE: 3" = 1' - 0" SCALE: 3" = 1' - 0" shee 2 of 6 • • • • 0000 • •• •0.00• • • • 0000•• WOOD ROOF TRUSS ; ONE 1l4 "Wx MIN. 5" LONG O " WOOD LAG SCREWS �r OR FRAMING MEMBER O m ' -- 1 EQ 2 Ir —TWO 0 MIN, O w USE ONMEECCDONT K OR W OD 0CGMA% W TH SOFFIT � �� --� TWO 1/4" ®x MIN. 4" LONG EXISTING STUCCO 1O FINISH OR PLYWOOD /_ i w j WOOD LAG SCREWS Y 1" 1/4" ELCO - MALE/FEMALE 1 -3/4" MIN. EMBEDMENT $c', EXISTING O 1/2 " PANELMATE REFERENCE ANCHOR INTO EXISTING 3T. m 24" O.C. MAX. WITH GLAZING --'-' s INTO WOOD MEMBER E —1" x 4" x 1/ I w SCHEDULE FOR MAX. EXISTING STUDS G 1• w EMBEDMENT m / SPACING W00D FRAMING 8 x BE ALUM. O T er p V x 4' OR V x 6' MAX, -+�, _ ' 1/2 TUBE CREW'., LL F �� � CONT. 3" x OR 4" x W000 TYP � TEK 5 3/4" � 062" CONT. ALUM, -" LL '� FRAMING REQUIRED ,! 4 4 b (A 8" O.C. O TUBE (6063 -T61 - 3 3;Z w 1/2" PLYWOOD I I - - 1/4" MAX. +_'K 'g #14 x 3/4 1/4 " J E O TEK SCREW " SEE MIN, STO M fL @I 12" O,C. r EXISTING __ MAX' PANELSg p FROM BETWEEN GLAZING— GLASS TABLE 2 TRUSSES O 3 p u : 9 ww I MIN. STORM w w Z to -- - -" '� PANEL SEP. FROM q JN _ - L (L Q G1 w GLASS TABLE 2 a Q F F EMBEDMEN ¢ i 2" x 5" x 1/8" CONT' , \ �,�,• o •-' o J ALUM. STUODFO ANGLE W/ 1/4 -20 STUDS h �' 1 V w w @7 12" O.C. 9 Ly w w EXISTING w = Yl N • EMBEdMENT -_ Z` ,I w GLAZING a x 5EEMIN, ...4 1 c'Z � 8 E Q SEPAR TIIONL UUU a g u N O $ e ). / O "� v FROM GLASS -- uu1 k TWO 1/4" Ox MIN, 4" LONG TABLE 2 STAINLESS STEEL r. - WOOD LAG SCREWS -1/4" r; C4CONNEC?ONTYPE �0 24" 0 C. MAX. WITH 4 6 MAX 1/4" MAX• iQ REPERENCE ANCHOR 1-3/4" MIN EMBEDMEN - 2E - Z MIN. SCHEDULE FOR MAX. IN CENTER OF STUDS I 1 1 /4 "m x MIN. Z -1/2" LONG NNRCTIONTYPE SPACING 't STAINLESS STEEL 1" 1" REFERENCE ANCHOR t WOOD LAG SCREW 0 12" O.C. T SCHEDULE FOR MAX. } 3 2 x 6" P,T, CONT, W/ 1 -3/4" EMBEDMEN w SPACING R u EXISTING CONCRETE, WOOD BLOCKIN INTO WOOD BLOCKING Z HOLLOW BLOCK OR WOOD PRAMING BUILD- DOV(1 N / BUILD-OUITSECTION F,1 C�ILINW9UILD -OUT MOUfJT SECTION O ��I_LD- OUT/FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" l SCALE: 8" = 1' - 0" SCALE 3" = 1' - 0" VJ. KriCaevich O R6bxbn1l Bx•n1u FL Ut rm N1 Im USE & ?s MACHINE SCREW WITH ,675" x ,675" GLASS OR x ,125" SQUARE DOOR w w SCREW HEAD J Q 1 Z 0 m STORM PANEL a Q FROM SEPAR ATION O � ~ 1/2" 0,0. x 1/4" 1.0, x 3/16" TABLE 2 w NYLON BUSHING \ c � . TO LOCK STRAP IN OR 1/4 -2o S.S. NUT 17YP.1 PLACE USE A THUMB $ AILL w SCREW OR A TRUSS w, a x HE / AD BOLT w uvl 1 �I • • • .! m �\\ b_ be 1/4-20 x 3/4" • d �1 MACHINE SCREW • • • • Ci ON TYPE - WiTM ,675" x .675" PRODUCT REVISED MB. '-" i •REF RENCE ANCHOR x ,125" SQUARE e•ei S M eiW tN • • • OULE FOR MAX, SCREW HEAD PRY'IE FIWWI! - EXISTING t;ONCRE �� BelAieBCate ACING Yi • • • • OQ QW BLOCK OR• • • • S /16" 1.0. AND Accepteerre No osr O 3.03 W0 00 F AMING a.m • I1��.. ,9 1/2" OD x 3/16" (D • • ,. FINA L PBBQ ° �i 1 � 06/29/2005 •••• •••• •••••• MINIMUM NYLON • BUSHING OR 1/4 -20 LOC IION �. MOiI •••• N( rgL INOFDETAILSHAtl PE4NICONJUNGTIONwffHAN 1/16" NUT(GALVANIZED) S O �� tControl � • •" h • HEADER OR Ml' HEADER TOP MOUNT 'MIN. • t -TRACK ASSEMBL PARS(DE MOUNT C -TRACK ASSEMBLY - (BLOW UP) ® C -TRACK ASSEMBLY (ISOMETRIC VIEW) • • • • %.!V SCALE: 3" - V - 0 "• • • • • • O SCALE: HALF SIZE N,T.S. 05 -353 a • shee h_3 pt 6 • EXISTING CONCRETE, tin I 1 N((( EXISTING WOOD HOLLOW BLOCK OR FRAMING , A„ W000 FRAMING O N 1 E GE EXISTING CONCRETE, 2,�, y • 0.055" 6063 -T6 NON - STRUCTURAL FINISH I1 I ,i MATERIAL BRICK OR WOOD 4o U HOLLOW BLOCK OR I2'� 5" ALUM. TUBE EO ` CS CONNECTION TYPE WOOD FRAMING d CONNECTION TYPE n n EMS —C3 CONNECTION y Y a REFERENCE ANCHOR REFERENCE ANCHOR REFERENCE ANCHOR y •oa EMBEDMENT e' SPA[ NG E FOR MAX. SCHEDULE FOR MAX. ''- - " -'- - - /2" SPACING E FOR MAX. 's SPACING 1/4" w 1/4" MAX, MAX. �J iC F _ p � 1/4" MAX. . EXISTING to GLAZING, 3 i w O ✓; �.� g Q.m 4" MAX. w w =.J n 1 Q E MIN. a i SEE m i7 v - L n STORM PANEL E a. w 0! W {- SEPARATION p w EXISTING z ,o p FROM 4 X Q FROM GLASS TABLE G LASS GLAZING Q < o N p a F EXISTING w W SEE MIN LAZING- Ix L GLAZING STORM N 7 in, m~ v u PE i w W SEPARATION 1 v u 9 , o N 1 E a TABLE 2 w x z ¢ EXISTING CONCRETE, N u g E Q J --•- ,MAX. HOLLOW BLOCK OR N WOOD FRAMING `" q z v) dii W 1/4-20 S.S. BOLT E'C 4 2" x 5" x 1/ Q E NUT ((D� 11" O.C. p 4 4 d g a d w n 1/8" w 1/4 -20 5TU05 w o CONT. ALUM ANGLE O' 12" O.C, 1 0 CONNECTION TYPE w - - - 1/4" MAX. N ra REFERENCE ANCHOR '� I c SCHEDULE FOR MAX. W 1- I.i.I -; _ .1/4" MAX. w `. C4 CONNECTION TYPE SPACING I == REFERENCE ANCHOR Q t.] . EM REFEERENCE ANC OR -i/ 2" MIN SCHEDULE FOR MAX. "9 112 "x 2" b SCHEDULE FOR MAX, MI II SPACING �' q EXISTING CONCRETE, 2 "+ 4" " 0.055" 6063 -T6 ALUM, TUBE -i E '''I = z d1 if ?' "x 2" SPACING HOLLOW BLOCK OR 2 "• S" ��NON- STRUCTURAL i e , W000 FRAMING / ti WAI MQUWT � Ew 1 FINISH MATERIAL } i f SCALE: 3 .+ 1 - 0 C4NC �I a 4J WOOD CEILING/ INSIDE MOUNT SECTION ® WALL MOUNT /BUILD OUT SECTION # z SCALEi 3" . V -0" SCALE 3 ". 1'- D" I" LONG LONG HANDLE VJ. Kne Y)Ch DTCIW RIVETED TO PANEL FL LI 0661008/ WIN WIN " 1 ClNCPE 1' -2" REFEREFERENCE E ANCHOR p� 3/8 "0 HOLE FOR 1/4 -20 S,S• BOLT 1 SCHEDULE FOR MAX. — FASTENING PANEL & BOLT d• WINGNUT 54Y- %14DOW PUNCH 1/2" x 1" HOLES IN SPACING 1 �I 24" O.C. (TYP.) -• / ADJACENT PANELS TO RECEIVE d 20 GAGE $T EL THIS BOLT W/ PM NUT, PLACE BENT N * 0" m N - °I• ••� r PLAT I PANEL ADJACENT OR p" x 2" x i/1!" 1 PANEL AND AND FASTS FASTEN WINGNUTS ;�'. " "'� -------------- _� 6063 -T6 ALUM. FROM THE INSIDE �EMD 6 L' ANGLE •i" OVERLAP gg N I 4" OTYP �OEd W 0CK MAX. MAX ••• A ` • •� PANEL HEIGHT r 7'- 4 ! MAIL DESIGN LOAD s72AO P.S.P.) •. • • SCREW x T" MACHINE 0 INTERIOR FASTENING ANGLE ASSEMBLY • • • • �..._i • • SCREW STUD WITH SCALES 1 -1/2" . V -0" c • WASHEREO WINGNUT (A $ •• • • 1/4 -20 S.S.•Bela'f • • 12" O.C. (CONNECTS TO ADJACENT PANEL) • & BOLT & WINGNUT • DETAILS i n NOTE: acmplYl•E with 00 CTRith F Ql 24" O.C. PTYP. • • 1 r�eorP j THESE DETAILS DEPICT THE HuNEpCcde g.; a • • • • 20 GAGE rbl I • CONNECTION OF THE LAST PANEL AceepanecN•05` BENT P "'M��VERLAP p FOR AN OPENING WITH PANELS yyp��•pyN 06/29/20GS 60 2" x'2" * WALL MOUNTED INSTALLED FROM INSIDE. USE " • • • • � 2 -1/Z" x 1 -1/4" OF THESE DETAILS SHALL BE IN SENT P 6 5' x Y x VB' x CONT. A E ♦ • • • • SENT ..TE•• 4„ STUDDED ANGLE WIDE NOTCHES CONJUNCTION WITH AN "h" �__ (TYP, BOTH SIDES) MEANER OR "U" HEADER TOP Mlari Dade dr� Cr • • • INAX' • • (SEE SECTION T) MOUNT, INvieto• NW � vK • • • O TYPIC4L CORNER 9 QJU (PLAN) O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) 05-353 a SCALE: 1 -1/2" = 1' -O" • • N.T.S. sheet 4 of 6 • o, ANCHOR SCHEDULE ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS �< P . LOAD IN 2" E CE MIN 3" EDGE DISTANCE P. NS U S PANS 12' 0" \ . LOAD MIN. 31V EDGE DISTANCE TO SPA iWl SPANS UP TO SPANS UP TO SPANS UP TO (W) SPANS UP TO ANS UP TO SPANS UP NS UP TO SPANS UP TO SPANS UP TO (V a . EE $ P.S.F. 6 8' -8" 12•_0 6' -0" 8' -8" 72•_0" b ANCHOR TYPE MAX. SEEN (SEE NOTE 1 E NOTE 1 SEE NOTE 1) SIN NOTE 1) EE NOTE 1) ANCHOR TYPE MAX (SEE NOT! 1 SEE NOTE 1 SEE NOTE 1 (SEE CO IdN TYPE PE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE r 3 NOTE (SEEN ) (SEE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE c q 1) C1 C2 3 - CS C1 t C CS C1 C2 C3 C4 C5 C7 C2 �'.C3 CL C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 CS YI 1) C1 C2 C3 [4 CS [1 C2 C3 C4 CS C1 C2 C3 :C4 C5 j a j, p 43.0 14 14 14 14 14 14 14 14 12 10 14 14 8 8 7 i4 14 14 14 14 14 14 14 14 12 14 14 8 10 9 2" MIN, 43.0 14 14 14 13 72 141141141 9 8 14 14 9 6 6 O & ,� 50.0 14 14 14111214. 14 13 14 14 10 9 114 6 7 6 141414 1414 14 14 12 12 10 14,14 6 9 7 SOA 14 14 14 11 10 t4 14 14 8 7 14 14 7'5 5 �" Q /;,p�C t50 D 74 12 3 5 7 14 14 5 7 6_ _14 92 3 5 4 14 14 12 12 10 14 14 6 8 7 14 1Z 3 6 5 lAG f AEW W , 72.0 14 14 14 B 7 14 14 6 5 5 14 14 4 4 3 720 14 14 12110 9 14 1�3 /4 " EMBESMEN4 84 0 1L 14 8 9 _ 14 4 6 5 14 12 3 S L 14 14 9 10 9 14 74 4 7 6 14;12 3 6 _5 EEMM / e n " � FITE INq 3K`'r+L9wONgyG L 64.0 141141 9 7 6 14 14 5 4 4 14 14 4 4 3 4 14 12 3 5 4 14 12 3 5 4 14 12 3 6 5 14 12 3 6 5 14 12 3 6 5 OP PEERP � " ^� 150.0 14 14 4 4 3 14 14 4 4 3 14 14 4! 4 WM W1 7 P - 10 B 14 14 4 7 6 43,0 14 t4 14 / 8 43.0 14 94 74 14 12 14 14 11 gNgMS� 50.p 14 14 14 t3 10 14 14 7 9 7 t2 12 3 d 5 w 50.0 14 14 14 11 t1411 B 9 V C E R - _ O ANK -I 72.0 1414 7 9 7 12 12 3 6 5 9 7 4 3 72.0 11 11 4 7 5 4 0 E 7/16 " /S WOOryLDEB9UgSSHINp V4 A MtN 6C E ITE 84.0 14 14 , 5 7 6 10 10 5 4 9 7 4 3 1!4 / MHAE RE W EL BL 0 S 9 3 6 4 150.0 4 3 9 7 4 3 150.0 5 4 5 5 4 W 43.0 12 12 12 12 12 12 12 12 11 10 12 12 6 8 7 12 12 12 12 12 12 12 12 12 12 12 12 6 '10 9 '� 43.0 14 14 14 14 11 14 9 8 14 14 4 7 50.0 12 12 12 72 72 12 12 9 10 8 12 12 4 7 6 12 12 12 12 12 12 !12 12 12 10 12 12 6 9 7 * 50.0 14 14 14 1Z 10 14 8 7 13 73 3 6 5 �: W C L 7Z.0 12 - 12 9 1 B 12 12 4 7 5 12 9 5 4 12 12 12 12 10 12 1 12 5 8 7 12 12 3 6 S FHMALE EI�AwE ALET 72.0 14 14 7 18 7 72 S 4 9 1 4 3 i/4 - 20 M U W W/ - 20 0 I MIN, M� . 130 0 t2 1 9 6 5 4 12 t9 3 5 4 129 5 4 12 12 3 6 S 12 12 3 6 5 12 12 3 6 5 114 -20 MACHINS[[W 500 1 9 17 5 . 4 3 9 4 3 9 7 4 3 � WITH N C 14 14 74 14 14 14 14 74 14 . 9 14 72 50,0 14 14 14 14 14 14 1L 12 14 12 14 M14 6 10 8 14 14 14 714 14 14 14 13 14 14 14 14' 6 12 10 ANCHOR NOTES: C 43,0 14 74 t4 14 14 14 14 14 14 14 14 14 8 '12 10 14 14 14 b NIIN. _.. ppNN�� qp�Np� �pyy �{�q� pig tJ4 "W�fL1C T FLEX 72.0 14 74 12 14 12 14 14 S 10 a 14 12 3 7 6 94 14 14' 14 14 14 14 b tY 9 14 13 L 9 7 1 LOyyAY6 D � PANEL SPANS FOR P S�ICILOAD� MUfT Ni YI R�TN06 Q��� ' EMB MEN _84.0 14 14 8 12 10 14 14 4 8 7 14 12 3 7 b 14 14 9 14 12 14 14 5 i 70 8 14 13 4 9 7 01144NN IN TT g 150.0 14 12 3 7 6 14 12 9 9 6 14 iZ 3 7 6 114113 4 9 7 14 13 4 9 7 14 13 4 9 R 2. N ANCH R 5 HEDULE BASED ON TH EXISTING STRUCT RE MATERIAL 666E q 0 g p I f� L g @L1 q p�I z,! 43,0 14 14 14 14 12 14 14 10 10 8 13 13 4 7 B 14.14 14114 14 14 14 12 13 10 14 i 14 5 9 7 EQU T EQUAL T SHUS �E SPAN 14 Sl ONESUT HTER L AND E SP SLECT AN GREATER ! e 50.0 14 14 13 10 14 14 6 9 7 11 11 3 6 S 14 14 14114 13114 14 8 11 9 14 14 4 8 6 3, SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. ] A �N W� 72.0 14 14 6 9 7 11 11 3 6 5 8 6 4 3 14 14 B 11 1 9 14 14 3 7 6 10 8 5 4 y{ 4� g p p p I E 1; i!2 " EW MENT 84,0 1411414 7 6 9; 9 5 4 8 fi 4 3 14 14 5 9 7 12 12 6 5 10 8 5 4 4 RE ANUHOU FOR PRDh� ANCWOR TYPE BASIAM TY PE S. NCHCR SHALL BE INSTAIIEII IN ACCORDANCE WITH MANUFACTURERS' V. 4' 150,0 8 6 4 3 8 6 4 3 a 6 4 9 10 B 5 4 10 8 5 4 10 B 5' 4 43.0 14 14 14 8 6 10 10I 5 5 4 7 1 4 3 14 14 14 10 8 12 12 6 7 5 9 9 5 4 ONS. q g ) e2.eY S RECOMMENDATI Prdr vic "° Pl lkeMt Na • 10993 72,0 9 9 3 5 4 6 6 10 10 4 6 4 7 7 4 50.D 13 13 13 7 5 9 4 3 5 4 6 6 3 14 14 14' 8 7 10 t0 4 8 4 17 4 3 6. MINIIMUM AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. ��yy T7 ppCC NN Wy/ 3 4 3 3 5 4 3 7. VARYE FIELDTlNa STRUCTURE R IS WOOD Rgg FRAMING WOOD OODDUFpRT EMIING C O RpA MN 1 i t ;Z "M EhWRW 84,0 7 T 4 3 5 5 3 4 3 4 9 3 5 k b 6 3 S 4 3 MEMB q5 07 P p00. FASTENING Tp PLY WO00 I ACCEPTABLE ONLY F0� g 150.0 4 3 4 3 4 3 5 4 3 5 4 3 5 4 3 SIDEQ�+URE PI @TES, g 43,0 9 4 9 7 5 6 6 3 5 3 4 4 3 S. WHERE LAG SCREWS FASTEN TO NARRO FAC; OF ST FRAMING FASTENER y � SpMGAEI,L BSSE77''gqLOCATED IN CENTEIRI,, OF ND yy M ,�� IAL F My STUB SMA E N g'T°D' ru * 50.0 B 8 8 6 4 S 5 4 3 4 4 3 SOUI PONE 6�0 53 O NSITY. LAO BGREWS SHALL HAVE 1/4" j 0 M C L 1 72.0 S 5 4 3 4 4 3 3 PHILLIPS PAN gg HEAD OR L HEX HEAD, '/ 1/4� MAGM�R wTEHI 8L,0 5 S 3 3 3 3 9 ' BASE AND MA HAVEEITHER A PAN HEAD, TRUSS HEAD, OR {�rLy • 43.0 12 12 12 10 8 12 12 8 7 5 19 tt 3 5 4 12 12 12 11 9 2 12 9 8 b 12 12 3' S y HEAD iS,IIEWALK BOLT), U.O.N. {mot * 50A 12 12 12 8 7 1 2 12 5 6 j 5 10 10 4 3 12 12 : 12 101 8 12112 5 7 5 70 70 5 4 10. DESIGNATES ANCHOR CDNOITIONS WHICH ARE NOT ACCEPTABLE USES. !2 VVV F '� E�� � Ef E•I 72.0 12 12 5 6 S 9 9 L 3 7 ' S 3 12 12' 5 7 5 10 10 4 4 7 5 3 i'3 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE +( 13 -- CREW NUT OR WASHERED WINGNUT -- S, . W4? dNK C 'y 84.0 12 12 3 5 4 8 8 3 3 7 5 3 12 12 4 6 4 8 8 4 3 7 5 3 3 .• 5 3 3 7 5 3 3 7 5 3 3 _Li •I • • 9 8 13 13 4 7 5 p • • ;" 14 14 74 12 9 14 14 6 8 6 11 11 3 6 4 14,,14 14 12 9 14 94 6 8 6 11 11 3 6 4 Ia T k 110.0 • 5 3 7' 5 3 7 7 14 1 14 14 it 14 14 4 9 7 12 12 4 7 S 14 14 14 14 11 14 14 10 •• 0 14 1/S 6 8 10 . S 4 8 6 6 10 5 4 8 6 4 3 14 14 6 8 6 11 11 3 4 3 1/4" CO C ET PRODUCT RBV133;p J • LE FLEX 7 J �t 1/4 MN. s9cn63P49gWg3TSNPIBT(IIE j O R M�EpMENT 4 7 5 9 9 4 4 8 6 4 3 13 13 4: 7 5 9 9 5 4 8 6 4 3 3 EWk101gCud¢ 9i •• 150.0 8 6 4 3 8 6 4 3 8 b. L 3 8 S 3 8 6 4 3 .8 6 4 3 Ac9cpiruM NOO -0 3.03 E .0 4 1410 8 9 9 11 6 7 5 B 8 5 4 14 10 14 14 7 9 7 10 10.3 6 5 Rxpltnikn Ual1f C 0 d,n 06/291005 _- - ..._ .. __ , - l030 6B W 13 9 7 9 9 3 6 4 fi 6 4 3 1k 8 12 12 4 7 6 8 5 4 .� 1/• MW, EM<t �1. 0 8 3 5 4 5 5 3 3 5 3 3 12 5 8 8 5 4 6 4 4 3 Mission 1 4"1 " O•'If+PCON W/ --9 �d. - Dlvisl6a VK 3 3 10 5 7 7 4 3 64 4 3 15R !t 3 3 5 3 3 5 3 3 6 4 3 6 4 4 3 6 4 4 3 05 -353 •-` • ••••t• sheet 5 of 6 a • a 0 q ° MINIMUM STORM PANEL SEPARATION FROM GLASS TANU 1 5 ' T A T COLUMN 1 COLUMN 2 1, DETERMINE BOTH THE POSITIVE AND THE NEGATIVE p MAX. ALLOWABLE A POSITIVE ACTUAL MiN, SEP. FOR ALL MIN. SEP. FOR ALL WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND B STORM PANEL �..� 9 DESIGN SPAN (L) INSTALLATIONS LESS INSTALLATIONS GREATER USE THE LESSER VALUE OF THE TWO. L SPAN SCHEDULE L LOAD (W) (FT - IN) THAN 30' ABOVE GRADE THAN 30' ABOVE GRADE 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES E (P'S'F') (INCHES) (INCHES) USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION E 8 -8 3 2 -1/4 MAY BE USED TO DETERMINE ALLOWABLE SPANS. 1 Y I$ 2 400 POSITIVE OR SPAN FOR NEG PAN FOR POS 10 -6 5 3 -3/8 NEGATIVE PRESSURE PRESSURE O� 8 -8 3 2 -1/2 DESIGN LOAD (FT - IN) IFT - IN) s 50.0 TABLE 2 NOTE: I P. S. F. ) 9 -10 5 3 -1/4 a� 8 -8 3 2 -3/4 1, ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO 40.0 12' -0" 10' -4" $F- 80,0 9 -5 5 DETERMINE MIN, STORM SHUTTER SEPARATION FROM GLASS. 3 -7/4 45.0 11' -3" 10' -1" vi 4 -0 3 1 -112 50.0 70.0 8 -8 3 3 5510 9 -0 5 3 -1/4 S 80.Q 4 -0 3 1 -1/2 6010 q ,_ q „ q ,_ 3 „ 8 -4 3 3 62.0 9' -7" 90.G. _. 4 -0 3 1 -1/2 6510 7 -9 3 -3/4 70,0 9'-0" 8'-7" S 10010 4 -0 3 1 -1/2 72,0 8' -11" B' -4'. 0 l 7 -g 2 -1/2 7510 8' -B" 8' -0" 0 110.0 b_g 3 80 2 -3/8 .0 8' -3" 7' -6" 0�� $ • 3_O 3 1 -1/2 90.0 7' -4" 6' -8" Is 1210.0 6 -4 9 2 -1/4 100.0 W -7" 6'-0" =1 '+ 110,0 6 -0" 5' -5" I e $ 12010 S'-6" 5' -0" �I ci 140.0 4• -B 4• -9 "' 9 150,0 W -4" 4' -0" { 160.0 4' -i" 3' -9" VJ, KneZevlth 170,0 3'_10^ g'_6•• ft Pk.* �— LbIn4 0010983 1 190.0 3' -5" 1a 20010 210.0 b 220.0 3' -0" 2' -B" 2 2045 230.0 2' -i0" 2' -7" 8 • • • • • • • • • • YRID REVISED I ;. w�ilslnBwlAtlroPOuW f � I .� • . • • • • • • • I�� Code �' • 0000.• Auap +9mcnnoo - o .o� gp E><pi lien 1c o a1. 06129/2005 •� •.• 0000 •• •• Iy� r � •.• 0000 0000•• SNLLnI Did SAS NOTED ' .wn MCR ' INvLBi9d •.• •• •• 0000 N NW YK • • • . • Am.ing m. •� 0.00 45-3 •c • • 0000•• • sMret 6 of 61 • 0000 • •• 0000•• • • • 0000•• • • DATE (MMfDDfYY) CERTIFICATE OF LIABILITY INSURANCE 1 1/26/2010 PRODUCER TGI Insurance Agen cies, Inc. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND 4124 Davie Road CONFERS NO RIGHTS U PON THE CERTIFICATE HOLDER. THIS Davie, FL 33314 CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, Tel 954 321 -9792 F 954 321 -9759 INSURED GARY LEE MOREY, INC INSURERS AFFORDING COVERAGE 720 S 133RD TERRACE INSURER A; Serniml Casualtv Insurance DAVIE, FL 33325 INSURER B: INSURER C: INSURER D. INSURER E:. COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INIsr, ADDT. POLICY EFFECTIVE POLICY EXPIRATION LTR INSD TYPE OF INSURANCE POLICY NUMBER DATE (MMIDDCfY) DATE (M /DDIYY) LIMITS A GENERAL LIABILITY 9t1 J f5 �1 EACH OCCURRENCE $ 300,000 COMMERCIAL GENERAL LIABILITY SCL- 307832-0 1 27/2010 1 f / 27f / 2011 FIRE DAMAGE (Any one Fire $ 100 , 000 CLAIMS MADE OCCUR. MED EXP (Any one person) $ 5 PERSONAL & ADV INJURY S 300 GEN'I- .AGGREGATELIMITAPPLIES GENERAL AGGREGATE $ 300 PER- PRODUCTS - COMPIOP AGG $ 300-000 POLICY" PROJECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY —_ NON -OWNED AUTOS (Per accident) PROPERT DAMAGE $ ,(Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION S $ WORKERS COMPENSATION WC STATU- OTH- Limim AND EMPLOYERS' LIABILITY X E.L EACH ACCIDENT is E.L. DISEASE - EA EMPLY $ E. L. DISEASE - LIMI $ OTHER DESCRIPTION OF OPERATIONS /VEHICLES(EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION BUILDING DEPARTMENT DATE THEREOF THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO t� THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO 10050 NE 2 AVE OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR MIAMI SHORES, FL 33138 REPRESENTATIVES. FAX # 305 - 756 -8972 AUTHORIZED REPRESENTATIVE p x�