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SHUTTERSIssue Date: 4/19/2006 Expires: 04/14/2007 Owner's Name: MIAMI SHORES BAPTIST CHURCH Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 425 95 Street NE Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Contractor(s) DILBERT ENTERPRISES, INC Phone 786/256 -6434 Primary Contractor Yes Comments: HURRICANE SHUTTER PANELS Additional Information Type of Work: SHUTTERS No of Openings: 25 Additional Info: Classification: Residential 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, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS - - - 974 Phone: (305)758 -0559 1132060140610 Lot: PB: Total Square Feet: 0 Total Valuation: $ 5,177.00 Required Inspections Shutter Attachment Shutter Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $350.00 $6.00 $4.40 $365.20 Invoice Number WS Total: 2 4 PAID c_cG I t 9 6 Amt Due $365.20 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Inspection Number: INSP -33930 Permit Number: WS -4 -06 -974 Inspection Date: 12/05/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES BAPTIST Job Address: 425 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DILBERT ENTERPRISES, INC Building Department Comments Monday, December 4, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 jtt 0 5 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)758 - 0559 Parcel Number 1132060140610 Lot: Phone: 786/256 - 6434 Page 1 of 2 6 Passed a / V Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Number: INSP -33930 Permit Number: WS -4 -06 -974 Inspection Date: 12/05/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES BAPTIST Job Address: 425 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DILBERT ENTERPRISES, INC Building Department Comments Monday, December 4, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 jtt 0 5 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)758 - 0559 Parcel Number 1132060140610 Lot: Phone: 786/256 - 6434 Page 1 of 2 2 windows on west side by doors are required to have an angle to close the edge that exceeds 1/4" space. All corners (5) require to have an angle to close any space that exceeds 1'4" space. 11/29/06 CG. Passed Inspector Comments �' tl Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -15007 Perrnit:Number: WS -4 -06 -974 Inspection Date: 11/29/2006 Inspector: Grande, Claudio Nov 3 0 2006 Owner: CHURCH, MIAMI SHORES BAPTIST Job Address: 425 95 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: DILBERT ENTERPRISES, INC Building Department Comments Wednesday, November 29, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Attachment Work Classification: Shutters Phone Number (305)758 -0559 Parcel Number 1132060140610 Lot: Phone: 786/256 -6434 Page 1 of 2 Inspection Number: INSP -15008 Inspection Date: 04/14/2006 Inspector: Inspector, Default Owner: CHURCH, MIAMI SHORES BAPTIST JUL 2 5 RECO Work Classification: Shutters Job Address: 425 95 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: DILBERT ENTERPRISES, INC Building Department Comments Friday, July 21, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: WS -4 -06 -974 Permit Type: Windows /Shutters Inspection Type: Shutter Final Phone Number (305)758 -0559 Parcel Number 1132060140610 Lot: Phone: 786/256 -6434 Page 2 of 2 Passed Inspector Comments c . Failed ---- " C orrection Needed Re- Inspection Fee ($ ?5) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -15008 Inspection Date: 04/14/2006 Inspector: Inspector, Default Owner: CHURCH, MIAMI SHORES BAPTIST JUL 2 5 RECO Work Classification: Shutters Job Address: 425 95 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: DILBERT ENTERPRISES, INC Building Department Comments Friday, July 21, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: WS -4 -06 -974 Permit Type: Windows /Shutters Inspection Type: Shutter Final Phone Number (305)758 -0559 Parcel Number 1132060140610 Lot: Phone: 786/256 -6434 Page 2 of 2 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 11 4 no PERMIT APPLICATION FBC 2004 B Y: Permit Type (circle Describe Work: Structural Review. $ Miami Shores Village Building Department Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 5 - 71 Type of Work: ['Addition ['Alteration ;8‘w Master Permit No. ical Plumbing Mechanical Roofing Owner's Name (Fee Simp - older) flt\ S gi 6 (4-9► I ST Phone # p 5 - 7 5 - 0 55 a/ Owner's Address -)o15 i1/4)(= QS 4k G. C City ■rnr A-v111 S 4�rt. t`. State L Zip '33 i3 Tenant/Lessee Name Phone # Job Address (where the work is being done) j QrnLo Q S (Aria) -- City Miami Shores Village County . Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name kI\j ,Q. r t rini -er p S Q Iill (- Phone # - 71 (, a56- l i 3 L Contractor's Address 15 I r \\ I SU1 4 L $ tT City 1/01t44/1/1 1 State — 4- 7 :4.— Zip 3 3 1 6 C 1 Qualifier Name A a_vt\Ic 1(-- I ILIjC - 'It.( Phone# X76 .1-5 g� 6L State Certificate or Registration No. Certificate of Competency No. Phone # Square / Linear Footage Of Work: I 1 ly� Ir c-iL ca ie-eA -Q- 5 14-0 7 e2 ' � Permit No.(1 cr-14- ❑ Repair/Replace ❑ Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ O Permit Fee $ 3') U✓ . CCF $ 3. ED C O /CC ^ Notary $ Training/Education Fee $ 1 • d 0 Technology Fee $ 4 • 40 Scanning $ 6 • Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ 3'5 See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r A Signature / Owner or gent The foregoing instrument was acknowledged before me this i ll day ofL %i..V ( ,201YJ,by who is personally known to me or who has produced 1:5. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) , , ROBIN HEITZ Signature� Contractor The foregoing instrument was acknowledged before me this �7 day of O W' , ',by 9'2tC l(k )e, j who is personall own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: MY COMMISSION # DD 162273 ` EXPIRES: October 31, 2006 Bonded Thru Notary Public Underwriters My Commission ROBIN � IRES Oclooer 31. 2006 Bonded Thni Nni.i1 ^; Underwriters Plans Examiner Engineer Zoning Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: LJ S 0 E 954-h 5t Permit No. 06 .. /7 Opening t Description or Window or Door or Mu ton Product Acceptance Product Approval t es gn ' ressure 0 • ening Desi_ n ' ressure Rou h 0 . ening Shutter Re uired Mullion Required !tn actact — S ze es o Yes / No esY o ( +) PSF ( -) PSF ( +) PSF ( -) PSF ; rem b .�. ,, 4-4-o,.. LO ._ • . Y.; . it _ 4 v 't k b s f -foV_ C5 _ • lw Ivy d '0(.v c.1..2 xb 5 \,, Gs (.3-i XS 3 - S r vv∎ ov -tAA- F-1r ►14 * Jy if ;Xs3 `- tLt“ RI r ill 0 Ll Lt f 1 f , N 14 -2 ) X c --7 ) ' r • i 3 -53 _ �'/ - V/� IV L6 Itr.Ct'ClZ 3 Cr r -- ri C11L.cicL) ..7.5)<4 - 1.2 t r..c tl.3 -, )c5 3 r7:. t.J∎t,CItL" ,fs x 5 "; /tL , li lc- , 5 K5 3 (5 Lit ) 2sxs3 IC t if 5 xs , -Q )es3 (l 1..)1 CkT,w I a/ b - ,! 2 (.J iL.0 ttl,.J i -r- ro- 1).)(LActeu-% 1.))\ zt,J f l l K 31 v Li 4e1C 4 e '.... • . t : _ 1►vv In sad .e S3-r'r, . . , 1 4- WIv,clow "k(1 G ..- . •••• 4 - r 6, tccP u, 21 )C f • • iJru<dt a7h3 • z- = I.-Adopt-3 r 3,3Nk53 - -- • - - - - ' •• •• •• .ese M ��/� /A . •••• - - NNE:' • ••• ••• A 1 4 2006 , Y _ ao -� UU --14 r 38x41 Door no shutter Property of Miami Shores Baptist Church 425 NE 95th Street Miami Shores, Fl 33138 40 x 41 38 x 40 Door no shutter 21 x 41 37 x 39 38 x 53 42 x 65 40 x 65 Door no shutter 42 x 65 111 x 38 95 x 65 38 x 53 43 x53 • • • • •• • ••••• • • • • • • • ••• • • • • • • • : • • • • • • • • • • • • • • • • • • • • • •• • • • 38 x 40 38 x 53 • • ••• •• 43x53 • • • • • • • • • • • 25 x 53 38x40 20 x 53 43 x 53 1 1 43 x 53 • •• • • • 45 x 53 -4 45 x 53 25 x 53 25x53 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: LP-5 i)e 05441 S r m t Ri ' s -'te : S rt 33)3` 2. Description of improvement: Lt ti'e-rs 3. Owner(s) name and address: f a l Q y,i t y t . t S H S T CNuact Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: T l.- r\ T rZ `DRl S C �►�' Si ctW ,su4 -L S& m ►v4wi . 3 3 1 6 4 3 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) �� Signature of Owner Print Owner's Name M AR z k Sworn to and subscribed before me this 6 of (,orl I , 20 f) Address: Si Ci l7 OW I b S� Notary Public Print Notary's ame My commission expires. 123.01 -52 PAGE 4 8/02 Prepared b 1111111 1 111 1111111111111 111111111111111111111 :F N 2 0 0 6 R 0 4 3 0 0 7 2 DR RI; 24449 Ps 1860 f 1. p s ) RECORDED 04/21/2006 11:04:1H HARVEY RUVIH CLERK. OF COURT MIAMI-DADE COUNT'(? FLORIDA LAST PAGE . 717 le r . M .., ROBIN ���� �•� c. - MPZOMMISSION # DD 162273 f. ES. Banded 'Nu Notary Public Undt1Maaew L 191 c E� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26 Avenue Opa- Locka, Florida 33054 • • • • • • • • • •• • • • • • • • • ••• • • • • • • • • • ••• • • • • •. • • . • i 1 -L ADE COUNT FLORIDA • • KTRQ -DADS FL IGLEjt WILDING 140 WEST FMLEf( STR),ET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • .(385) 375 4901 ..F.AX 4105) 375 -2908 • • • • • • • • • • • • • •• .. • • • ••• •• • 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: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Dr No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003 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 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 or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 02- 1120.02 Expiration Date: 01/23/2008 Approval Date: 01/23/2003 Page 1 Or FRANK L. BENNARDO. P.. •PE0046549 2 9 L z a It tu X 0 c O 1- = Q c0 c) W tY O • Q m Q 2 ';' 3 w 0 z w W z z w ^ IL Cf) W W N Q E ni IL- Q 0 r �W (N W CV F- cD RE v15101 DESCRIPTION CLVTTT CA'RrtrTs SHEET: 1 OF 4 DATE SCALE: 3 : . DRAUN 57": CL Hc - KtE) off : FLE r-RIN f ;) ATE: 11 /18/02 DWI: 02- 865 - III MAR IN (LOCATIoN OPTIONAL) 1312' .4.1- I I ROLL BACK /a -20 x s /i• 5.5. STUD 0E 1 0.150' 0.125'i 1500' L ' TYP. MAX O STUDDED ANGLE -11315' I- 22ga: t =0 .02•' r GALVANIZED 1312' r -1.181* --1 _ T MM 0 12 PANEL COVERAGE 14.438' PANEL LENGTH PANEL GENERAL NOTES: 0.125' TYP. 1 100' MIN. 5000' MAX. O BUILDOUT /CLOSURE ANGLE 1. TH15 SHUTTER SYSTEM 14A5 BEEN DESIGNED AND TESTED A5 A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING- CODE 2001 AND PROTOCOL5 TAS 201 FOR LARGE MISSILE MPACT TAS 202 FOR UNIFORM STATIC AIR PR AND TAS 203 FOR CYCLIC WIND LOADING. 2. NO 333% INCREASE IN ALLOWABLE STRESS 1445 BEEN USED IN THE DESIGN OF THE ANCHOR SPACING- TABLES. -1.183 --1 3. POSITIVE AND NEGATIVE PR E 5 TO BE USED WITH THESE DRAWINGS SHALL BE DETER! BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. WIN ASCE 1 -98 15 USED TO CALCULATE PRESSURES FOR USE UXTH THIS PRODUCT, THE USE CF A DIRECTIONALITY FACTOR K4I =085 15 ALLOWED. 4. THE SHUTTER SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR R ARCHITECT SHALL SITE SPECIFIC DOCUMENTS TO cE USED IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE_ ADEC/IJACY.OF TI.-15 EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. STORM PANELS SHALL BE 229a STEEL (GALVANIZED THICKNESS t =0 .029' MIN) CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 8O, G90 GALV. COATING WITH A MIN. Ft; =920 K51. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, UN.O. 1. PANELS SHALL BE PERMANENTLY LABELED WITH A MiNIMUM ONE MARKING PER PANEL AS FOLLOWS: FLORIDA STORM PANELS, INC. OFA- L OCKA, FLORIDA MIAMI-DAD= Ca1NTY PROD. CONTROL APPROVED 8. STORM PANELS Hates BEEN DESIGNED AND TESTED 10 THE MAY,IMUM SPANS AND LOADS SHOWN ON THESE CRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC), OF MIAMI, FL, TEST REPORT N. 02 - 041. 10. TOP 1 'BOTTOM DETAILS SHOWN MAY 5E INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS !"SAY 5E MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT FOR MOUNTING- CONDITIONS INCLUDING 'H' OR 'U' HEADERS. II. ALL BOLTS ( WASHERS SHALL 5E ZINC COATED. GaL VANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K51. - 11315' PRODUCT MARKING (LOCATION OPTIONAL) Ic• ROLL BACK 1312 r _ I t8ga TYP (t = 0.0516• GALv STEEL, GRADE 50) 100' MIN. 5.000' MAX. O J - PAN CLOSURE IT � 2.043' - 0 .015' EXISTING CONCRETE. !- IOLLOW BLOCK OR WOOD FR,.t ZING. 0.053 0 .015 0.062' .x I- 1.931' --I 13 TOP 'H' TRACK '4-20 5.5. SIDEWALK OR MACHINE BOLT / WASHERED WING -NUT • 24' 0CC. TYP. IS CIA. GALV. STEEL BENT PLATE (0.0 BM. TIN) OR 2'x2' 4225' 6063 -T6 ALUI'•L ANGLE • • • • • • • • ••• • • • o • 2 ▪ • • dad' • • 0.062' • • • '.rW • • iiYP L • • • ••• • • I,••• • • ••• O '11 CIEADEA • • • 0.063' 1 1935' 7 0 1.00' -.Il -- 0.093' 14 BOTTOM 'H' TRACK O CORNER CLOSURE DETAIL BUILD -OJT DISTANCE G • • ••• • • • • •• •• •• • • • • • •• •• • •� 2061' • • • • ••• 0350' 0250' r 00S0. � I H � O.J85'J I 0E4,5' O 10 WASHERED WINGNUT (ZA'1AC 3 ALLOT) 0.093' j ALUM. ANGLE ® OR J - PAN CLOSURE PIECE ® (SEE DETAILS A9OVE). LEG DIRECTION MAY 6E Rz VERSE: FASTENER • IS' O.C. FOR DESIGN LOADS LESS THAN OR E_OJAL 10 Sips( (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GR E ATER THAN 8lpsf. USE ALU•1 ANGLE CLOSURE PIECE ONLY WITH ANCHORS • 10' O.C. BUILD - GUT MOUNT CLOSURE DETAIL N.T.S. • • • • • .•• r 2.000'1 in 11 L •• •• • • 1 181' • • • •O t)' HEADER 0.063 M Ax I MAX 2.00' MIN. (- KEYHOLE WASHER GAL V. STEEL GRADE SO ( USE B OPTIPtAI_ RECURS) O LT FOR U5E UATN TRIILS • NEAR AND-10oS ( CALK -N) OVERLAP WALL BEYOND WINDOW DISTANCE GR ATER THAN OR EOLIAL TO 15 TIMES BUILD -OUT DISTANCE (2001 FBC SECT. 2413.13) 1.000' 3315' MAX. - 031511 j1r- 315 t T O BUILD -011T c' TRAr.K IS TOP 'U' TRACK 025' ` MAX. EXIST. CONIC, 1- IOLLOW BLOCK OR WOOD FRAf'111YJ.7 COW' TYP 0320' 0.410' 0.650' 0.150' 0.125' 0388'9 0.t91' L� 0063' TYP F0215' [0,452' [ 0.655 1 F- - 0095' TYP. O 'F' TRACK 4.000' � 1000' 0.125' 1 m 1 (3‘ HEADER END CAP 1.150' DEEP TYPICAL L931' 0063' 0.063' i Y 0093' -- 1 0093' -II- f 1 5313' L 0093' 16 BOTTOM 'U' TRACK 1.000' E- 1STING- CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O WALL MOUNT CLOSURE DETAIL N.T.S. 0500' OVERLAP MINIMUM EME3ED TRAP MOUNT CLOSURE DETAIL N.T.E. !it J niFIY . - •t4W tl O F A5TENER o 15' O.C. FOR DESIGN LADS LESS THAN OR EOUAL TO 8lpsr (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER THAN Sips!. USE ALUM A GLE CLOSUI - PIECE ONLY 016; ANCHORS f IG' 0C. BOTTOM T'1OINT (CON TYPE AS REO'D) U=DTN UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT (COON TYPE 1.5 REOD) (2 TYPICAL MOUNT ELEVATION N.T.S. TOP NOWT (COf-4 TYPE AS ICI LAST FANS. � BEFORE OBSTRUCTION ALUM. ANGLE ® OR J -PAN CLOSURE PIECE ® (SEE DETAILS AEOVE). LEG DIRECTION MAY BE REVERSED. BOTTOM r'IOINT (CON / TYPE AS FMCD) J TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION © NTS. 025' MAX EXISTING - CONCRETE. HOLLOW 9LOCK OR ILOO: FRAMING TYP. SECTIONS MAX GAP TYPICAL PANEL OvERL AP OPTIONAL '/i -20 STITCH BOLTS WITH WASIERED IUINGNUTS FASTENED • OVERLAPS • MIDSPAN (USE APPROPRIATE SPAN TABLE) PLAN VIEW V r / OBSTRUCT LOCATION R- MAT OE AT / TOP • ISOTTO1 `- 0.3T5•MN EDGE DIST. PANEL ABOVE OBSTRUCTION ISOTTOh1 MOtNT (CONN TYPE w F F. \ \\ J 4 d o m x-71 W PANEL BELO ^ O OBSTRUCTION I � - TYP. PAI=L OVERLAP TOP t C01•44• TYPE .45 IC OPTIONAL '/. - 20 STITCH BOLTS WITH IIIASIF_ WNGM)T5 FASTENED o OVERLAP'S • MIDSPAN (USE APPROPRIATE 51PAN TABLE) Applvved as cow plying with the Florida 6a' ing C c Dee 01 2,'2 T:Ot�IC. � -- I I�.L�C• �.1t� RSlarnl D :dt Product CcEtrr)'. Ey Positive Load (pst) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' Op kr to Iv n to 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 b b b b b b ao bo b to F- F- F- F- to to En 'v. 'v v 10'- 7" 2.75" 1.22" 30 co 2.75" 1.94" 9' -8" 3.00" 3.00" 9' - 3" 2.75" 1.25" 35 L CD o 2.75" 2.10" 8 8' - 9" 3.00" 3.00" o co co Eo Co in 1 1 2.75" 1.29" 40 2.75" 2.26" 6' - 9" 3.00" 3.00" 6' - 0" 2.75" 1.32" 45 8' - 8" 2.75" 2.41" 9' - 4" 2.92" 2.92" 6' - 0" 2.75" 1.36" 8' - 10" 2.75" 2.73" 6' - 0" 2.75" 1.43" 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" 7' - 6" 2.75 2.24 Load vv (PSI) No Stitch Bolts L ,Hax (ft) Stitch Bolts At Midspan L mAx (ft) Op kr to Iv n to 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 b b b b b b ao bo b to F- F- F- F- to to En 'v. 'v v 10'- 7" 10'- 5" 10' - 0" 9' -9" 9' -8" 9' - 5" 9' - 3" 9' - 2" 8' - 11" 8' - 10" 8 8' - 9" 8'- 3" 7'- 8" 7' - 6" 7'- 2" 6' - 9" 6' - 0" 5' - 4" 4' - 10" 4' - 6" 4 ' - 1 " O • 0 U • Z Z w z_ V! J L / _j Z ) WWcf\ QW Z > m WZ COWrY CC , t.'5 SCALE: 3 . I' DRAWN 5Y: CL REVISIONS DESCRIFTIONI DATE 14/03 Fr2IN ∎ tJ ATE: 11/Ib /07 DWG •: Lr7 -868 -III l EXISTING GLAZING EXISTING CCNCFETE. HOLLOW BLOCK OR WOOD FRAMING- (SEE ANCHOR_ SCHEDULE T3 BASED ON TYPE OF STRUCTURE) BED w CI CONNECTION TYPE ANCHORS TC BE AT 125' OR 629' OC. (REFERENCE ANCl -10R SCHEDULE T3 FOR MAX SPACING). USE FZMOVABLE ANCHORS ONLY _• D DIST. Ex 1ST ING GLAZING REQ'D SEPARATION FROM GLASS (REF. TABLE T2) EXISTING CONCRTE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. EASED ON TYPE OF STRUCTURE 0.500' 14 TEK SCREW OR MACHINE SCR 4 NOT • 16' OC. (TYP ALL 5111. CCNr4`CTION5 REQ'D SEPARATION FROM GLASS (REF. TABLE T2) c3 CONNECTION TYPE_ REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING 0500' EO EO c7 CO 4.1ECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACIPY� BUILD -OUT MOUNT SECTION N.1.5. SHORT LEG MAY BE REVERSED TOWARDS THE OPENING J w W Z m a_ O w I- J W� U Z J 0_ d) 0 I/4- 20x3' MACHINE SCR 9 125' O.C. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCI -IOR 5CHED. BASED ON TYPE OF STRUCTUR. 025' ' % -20 x 3 i. • 5.5. MACHINE SCREWS 125' G.G. C. CONNECTION TYPE RE=ERENGE ANCHOR SCHEDULE T3 FQR MAX. SPACING =' TtRACKJDIRECT MOUNT SECTION • • • ••• • • •• •• • • • • ••• • • • • • • • ••• • • • • •• CSI TYPE FE- ANCHOV 5CI PULE 3 •OFi • • MAX. SPACING 0.500' EO ' EO Q • •Ii. 0 • • STUD .4 L.E DIRECTION MAY BE REVERSED. AS SHO4N c2 CONNECTION TYPE RE=ENCE ANCHOR SC -:DULE T3 FOR MAX. SPACING 10.500' - OPTIONAL BUILDOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL) • • • • • • • • • • • • EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE CF STRICTURE Ex15TING GLAZING • • • •• •• EMBED • • • • • • • • ••• •• • • • •�R• •e A • • • w a EMBED. EXISTING GLAZING, EMBED. WALL '115. • • •• • • MOUNT SECTION EXISTING. CONCRETE. 140LLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED.. BASED ON TYPE OF STRUCTU I REQ'D S=FARATIGN l FROM GLASS I-- (REF. TABLE T2) '4 -20 x 2 ' 5.5 r -may-T- MACHINE SCREWS F 125' G.C. LEG DIR. MAY BE REVERSED J w w J Q m ,L fl x E a 025' J N MAX. O CEIL INGrLOOR MOUNT SECTION K.S. EXISTING CONC HOLLOW BLOCK OR WOOD FRAMING. SEE ANCI-IOR SO-ED. BASED ON TYPE CF STRUCTURE. G3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 13 FOR MAX SPACING r 0500' 0.250' [03 '.2-20 X 1/4' S.S. t -INE 5C W/ WINGNUT •125' OC. CONNECTION T"PE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING C4 CONNF,TION TYPE f EFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING / C CCNN CTIQN T"PE REFER ANCHOR SCHEDULE 73 FOR MAX_ SPACING MAXIMUM ALLOWABLE SPAN SONEDULE NOTES: 1. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS 13 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. EXISTING GLAZING O TRU55 MOUNT SECTION K N.TS. EXISTING WOOD TRUSSES • 24' O.C. MAX. RECD SEPARATION -� FROM GLASS (REF. TABLE T2) EXISTING CONCRETE. HOLLOW BLOCK OR WOOC WOO FRAMINC-. SEE ANCHOR SCHED. BASED ON TYPE Or STRUCTURE. 1 y EXISTING GLLZING. (Th OFFSET WALL I SECTI KTS MINIMUM SEPARATION T2 TABLE T2 NOTES: 1. ENTER SPAN 5 I- EDULE WITH POST T ivE DESIGN LOAD TO DETERMINE MINIrTJ!1 ALLOWABLE STOR"I PANEL SEPARATION FRO"I GLASS OR DOOR TO BE PROTECTED. SCHEDULE 13 REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. EXTERIOR WALL FINISH STEEL TUBE TO BOTTOM TRUSS CHORDS W) (3) '4'x2' EMBED LAC- SCREWS • EACH TR::SS (7 <' 0C. MAX) Cx1/2'x004)E' MIN STEEL TUBE HEADER TO ROLLED STEEL TUBE W/ CENTER LAG (AS DESCRIBED AEOVE c TRUSSES 1 "14 511.5 TO PLATE o 6' O.C. BETWEEN TRUSSES 1 V « MAX DESIGN LGAD - -60 psr --ALUM OtR GALV STEEL SPACER, As REQ'D. EXTERIOR WALL FINIS.', PROTRUDING FROM MOUNTING 5'JRT CI CONNECTION TYPE ANCHORS TO BE AT 125' OR 625' OC. ().-FENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING). USE REMOvABLE ANCHORS ONLY SNc =T: 2 OF 4 EXIST GLAZING 4 PENETRATION OR EMBED - 10■111 MI II EXISTING GLAZING EXISTING CONCRTE HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STr?JCTUR 'EQ'D GLA55 SEP. DI5T. (SEE TABLE T2 FOR MINIMUM) O W ALL MOUNT SECTION WALL PTOINT TRACKS, N.T.S. EXISTING GONG ZTE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTUF. 1365' CO NN TYPE REF. ANCHOR SCHED. TA FOR MAX. SPACING GLASS SEP. D15T, (SEE TABLE T2 FOR MINIt Cl CCNN TYPE REF. ANCHOR SCHEE). 14 FOR MAX SPACING 136 O MEADER/SILL MCk)NT SECTION TRAP rIOtNT TRACKS ON AT-C:LE. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. :5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING 0500' 0500' O CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 14 FOR MAX. SPACING. LEG MAY BE BENT TO 30deg MAX rt LEG MAY 5E BENT TO 30cIec MAX 1 J W W Z J G d. p x E O N Z W w Q- EXISTING GLAZING • • 000 • • • 800 •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • • OPTIONAL • �INTCIOR MOUNT INSTALLATION DETAILS EXISTING: eC»ICCETE. 1404 K 4OC o 0000 htAMING. SEE ANC9Ofa SGHEa. egAS5 OW TYPFj 5 URE. •• REQ'D GLASS -SEP. DIST. (SEE TABLE T2 FOR MINIMUM) O IN CEILG/FLOOR MOUNT SECTION TRAP NOWT TRACKS, N.T.S. PENETRATION OR EMBED. 1 fE■'D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) EXISTING CONCRETE. HOLLOW 5LOCK OR WOOD FRLL LING. SEE ANC HOR SCHED. E:AS =D Or' TYPE OF STRUCTURE e DIRECT WALL MOUNT SECTION e.oT c1 OIRECi WALL (R . DETAIL 5 ) NT S. c1 CONNECTION TYF,. .T-F=RENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. 4I S S.I:TSSaa a:la I C5 CONNECTION TYPF /- REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING 0500 C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX SPACING 1.00' MAX (I) HEADER END CAP A END W/ (2) AI4 SITS TO TRACK 0.0 1S' ir ob 2 s • r FASTEN EACH PANEL ADJACENT TO LAST PANEL • BOTTOM W/ (2) ELCO PANELMATES e (1) POWERS CALK - IN. ALTERNATIVELY, USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNERMOST ANCHORS. CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK OPTIONAL PLASTIC KNOB IV use PCT ctn. 01510E rfo■T PANELS, OPTION A: (3) %' ELCO PANELMATES AT BOTTOM OF ADJACENT PANEL (7.-\ HEADER TRACK ISOMETRIC TOP TRACK, N.T.S. ADJACENT PANEL TYP 125' COVERAGE 1'x030' PERFORATIONS AT MIDSPAN FOR USE WITH REMOVABLE HANDLE AND /OR PLASTIC KNOBS LAST PANEL MOUNTED -'H'- HEADER FROM INSIDE OF BLDG £ TOP PER TYPICAL ADJACENT DETAIL 'P' . r OVERLAP PANEL I� MAX TYPICAL OPT. A: 2'x2' MAX NOTCH IN LAST PANEL AROUND WINGNUT DIRECT WALL MOUNT EXTERIOR ELEVATION ("5":)_, BCTTO!'t OI CT ILLA L MOW/ (KERN DETAIL 'P'), .:.5. (I) I'x2'x0A92•xP. ANGLE • END W/ (2) '14 SINS TO TRACK TOP 'H'- TRAr'K OR TOP 'U' -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) OPTIONAL PLASTIC KNOB. TO EASE PANEL SLIDING - (NON- STRUCTURAL, SEE DETAIL TO LEFT) R SILL TRACK ISOMETRIC BOTTQ1 TRACK MSS. O=T. B: (1) POWE Rr CALK -IN. CLOSEST TO LAST FANEL (NO NOTCH REO'D) BOTTOM • N' TRACK OR BOTTOM U TRACK (FASTEN TO STRUCTURE PER DETAILS M N 10 TO LEFT) OPTION E.: (2) I <• ELCO PANELMATEE AT BOTTOM OF ADJACENT PANELS JAN FRANC L. BEKQ PE. E004654S Approved as cospi v ing Yith t_ 2 Florida S ' lag C c Date 61 ?-3 oo3 NORM n 117-o• r, Miami Diidc Product Ce tro: Division h7.,j �' tic�'` '1 E+ Q in L _ 0 T11 L o. I c( z ( ,� D Z I IL i n lY z W Z X W w X • 0 LL z J co ✓ Q Z 6 fa Q O Q 7 _I It • U cq tl Q 7 It) W REvI5;ON5 DRAWN Y: CL SHEET: J OF 4 DESCRIPTION DATE CAT'IE T5 In AD: SCALE: 3 I (UNO r -'r2 1N I DA I c: II/18 /0? PUY 02- 8b6 - II; 1 HOLLOW CONC BLOCK 1/4" x 1 -114" EMBED ELCO TAPCON 39 45 55 12.6" 10.9" 8.9" 82' 7.1" 5.8" 8.0" 6.9" 5.7" 52' 4.5" 3.7" Tcap (Ib) = 174.00 65 7.5" 4.9" 5.0" 3.3" Vcap (Ib) = 318.00 72 - 6.8" 4.5" 5.0" 3.3" 1/4"x718" EMBED 39 16.0" 12.3" 10.4" 7.8" ALL- POINTS SOLID -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (Ib) = 358 65 9.9" 7.4" 6.5" 4.9" Vcap (Ib) = 249 72 8.9" 6.7" 6.5" 4.9" 1/4" x 1 -1/4" EMBED 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE 45 9.7" 6.9" 6.2" 4.4" * 55 7.9" 5.6" 5.0" 3.6" Tcap (lb) = 201.50 65 . 6.7" 4.8" 4.4" 3.2" Vcap (Ib) = 198.50 72 6:1" 4.3" 4.4" 3.2" • _ 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (lb) = 398.00 2.5" EDGE DIST. • 1 EXIST. STRUCT. SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft 1ST RUc ANCHOR LOAD CONN TYPE CONN TYPE 39 • (psf) C5 C6 C5 C6 9.7" 1/4" x 1 -3/4" EMBED 39 16.0" 16.0" 16.0" 16.0" CONCRETE ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Tcap (Ib) = 483.00 65 14.2" 16.0" 6.0" 16.0" Vcap (lb) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (Ib) = 428 65 12.6" 16.0" 5.3" 16.0" Vcap (Ib) = 429 72 9.8" 16.0" 5.3" 16.0" 1/4" x 2" EMBED 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" Tcap (Ib) = 372.00 65 11.0" 16.0" 4.6" 16.0" Vcap (lb) = 565.00 - 72 8.5" 16.0" 4.6" 16.0" FRANK L. E1ENNARDO. PE. 'OE0046545 03 E 0 W w Z l7 z W m 3 3 3 R=_vI .IONS DE DATE r.1on cax:> targA15 f SCALE: NT DRA;u.! 6Y: CL CH_C'�D oY: P Our- •: o7 -868 -I1i �- ANCHOR SPACING SCHEDULE w 1-- w cc U 0 U 0 0 1 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (lb) = 359.53 Vcap (Ib) = 82.97 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (lb) = 234.00 Vcap (Ib) = 96.74 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (lb) = 232.50 ANCHOR NOTES: 39 12.5" 16.0" 16.0" 49 12.5" 16.0" 16.0" 58 12.5" 16.0" 14.4" 72 12.5" 16.0" 9.6" 130 12.5" 16.0" 6.0" 39 12.5" 16.0" 16.0" 49 12.5" 16.0" 13.6" 58 12.5" 16.0" 9.3" 72 12.5" 14.2" 6.3" 130 6.25" 10.4" 3.9" 39 49 * 58 72 130 7.5" 6.0" 5.1" 4.1" 7.7" 6.1" 5.1" 4.1" 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 13.5" 10.3" 12.5" 16.0" 9.2" 8.7" 12.5" 14.0" 6.2" 6.9" 625" 10.3" 3.8" 5.0" • • 0.75" EDGE DISTANCE 12.5" 16.0" 12.8" 12.5" 16.0" 8.6" 12.5" 16.0" 6.6" 12.5" 16.0" 6.0" 12.5" 16.0" 6.0" 12.5" 16.0" 8.3" 12.5" 132" 5.6" 6.25" 11.2" 4.3" 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" 4.8" 3.8" 3.2' • • ••• • •• •• • • • • • • • • • • • • • • • • • • • • • 4.8" 3.8" 32' 12.5" 16.0" 8.3" 8.1" 12.5" 13.1" 5.5" 6.4" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" 12.5" 16.0" 12.5" 16.0" 12.5" 16.0" 12.5" 16.0" 12.5" 16.0" 12.5" 13.5" 6.25" 10.7" 6.25" 10.4" 6.25" 10.4" 6.25" 10.4" 8.9" 6.3 6.0" 6.0" 6.0" 5.8" 4.1" 3.9" 3.9" 3.9" 12.5" 13.4" 5.7" 6.25" 10.6 ".,4.0" 6.25" 10.3" 3.8" 6.25" 10.3" 3.8" 6.25" 10.3" 3.8" I. SPANS AND LOAD5 51-10.IN HERE ARE FOR DETER: ANCHOR SPACING ONLY- ALLOWABLE STORi 1 PANEL SPANS FOR 5FECIFIC LOADS 1'0.151 BE LIMITED TO THOSE 51-iO::14 IN MAX ALLOWABLE SEAN 5CHEDULE (TABLE 'TI';. 7. ENTER ANCHOR SCFFDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE. SELECT DESIGN _OAD GR THAN OR EQUAL TO NEGATivE DESIGN LOAD ON 5441TTERR ANC SELECT SPAN GREATER THAN OR OVAL TO 51.4UTTER SPAN - 3- SELECT CONNECTIGN TYPE BASED cN APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON 5HEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYFE)- 4- ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' REGOMmENDATION5. 5. WHE EXISTING ST TURF 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD vERIFY THAT "LSTENERS ARE INTO ADEQUATE WOOD FRAMING MEMEERS, NOT FLTWOOD. FASTENING 7C PLYWOOD I5 LCCEFTA?LE ONLY FOR SIDE CLOSURE PIECES. • • ••• •• •• • • • • • • • • • ••• r 0 cn W (I ANCHOR 1/4" x 1 -3/4" EMBED ELCO TAPCON (MIN 3320 PSI CONC) Tcap (Ib) = 483.00 Vcap (Ib) = 475.00 1/4 "x718" EMBED ALL - POINTS SOLID -SET LEAD SHIELD ANCHOR Tcap (ib) = 428 Vcap (Ib) = 429 1/4" x 2" EMBED ELCO PANELMATE (MIN 3350 PSI CONE) Tcap (lb) = 372.00 Vcap (Ib) = 565.00 LOAD (psf) 39 49 58 72 130 39 49 * 58 72 130 39 49 * 58 72 130 25" EDGE DISTANCD • • • • • • _ SPANS UP 5.50 ft TO CONN TYPE C1 C2 C3 C4 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 16 :0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 9.6 SPANS UP 867 ft TO CONN TYPE C1 C2 C3 C4 12.5" 16.0" 16.0" 16.0' 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 102" 11.8" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7 :1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 13.3" 15.T' 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 62' 9.6" _12.5" 16.0" 6.2" 9.6" _ • 7SMI UP : • 10.Q7 ft • CONN TYPE •C1• •C2 Q 42.5Z•36- 1":11:9'; 13.5" 11.* 361b" : 8:46. 1D -T, 12.5' 1 I6 -0 8b" 1t)!S' 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 10.6" 12.1" 12.5" 16.0" 7.5" 9.5" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 9.2" 12.6" 12.5" 16.0" 6.5" 9.9" 12.5" 16.0" 62' 9.6" 12.5" 16.0" 62' 9.6" 12.5" 16.0" 62" 9.6" 1/4" x 1 -1/4' EMBED ELCO TAPCON 39 49 58 Tcap (Ib) = 218.00 72 Vcap (Ib) = 398.00 130 U 0 U O 1/4 "x7/8" EMBED ALL - POINTS SOLID -SET LEAD SHIELD ANCHOR * Tcap (Ib) = 358 Vcap (lb) ='249 39 49 58 72 130 J 1/4" x 1 -1/4" EMBED ELCO PANELMATE Tcap (Ib) = 204.75 Vcap (Ib) = 233.50 39 49 * 58 72 130 12.5" 16.0" 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3 " 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 16.0" 16.0" 12.2" 12.5" 16.0" 11.9" 9.7" 12.5" 15.4" 8.2" 8.1" 6.25" 12.4" 5.5" 6.5" _ 6.25" 9.1" 3.4" 4.7" _ 12.5" 15.5" 7.8" 9.9" 6.25" 12.3" 5.2" 7.7" 625" 10.4" 4.0" 6.5" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.5" 8_2" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 14.5" 7.3" 7.7" 6.25" 11.6" 4.9" 6.0" 625" 9.8" 3.8" 5.1" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" _ 12.5" 12.6" 5.4" 7.9" 6.25" 10.0" 3.8" 6.2" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 8.8" 8.3" 12.5" 16.0" 6.2" 6.6" 12.5" 15.9" - 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 6.25" 11 :8" 5.1" 6.2" 6.25" 9.4" 3.6" 4.9" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 3.9" •. • • • 3.1" 3.9" 3.1" 6.6" 5.2" 5.0" 5.0" 5.0" • •. •• ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 0 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 8.0" 5.5" 3.6" 16.0" 14.2" 11.7" 10.3" 10.3" 6- (WERE LAG SCREWS •ASTEN T✓ NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER o NOMINAL 2' X 4' (MIN.) WOOD STUD O.' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE ' SOUTHERN PINE' G - =955 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR NEX NEAR. T. * DESIGNATES REMOvABLE ANC -ORS. WHIG =I ARE R=EQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL I:AvE MINIMUM OF I• ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AN EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 1O. 13 DESIGNATES ANC: -+0R CONDITIONS IWICN ARE NOT ACCEFTABLE FOR USE. ANCHOR SPACING SCHEDULE T5 (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (lb) = 359.53 Vcap (Ib) = 82.97'• 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5:3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2' 5.4" 4 -4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 92' 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3 -T' 3.7" Appmvea malift ir4 =:r iGc Florida : • " Co :^ Date 2g 2ex- 1`40A11 Miami Dade Prceirra Cozad.. DiOsi By 1 S-IEET 4 OF 4 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (lb) = 398.00 2.0" EDGE DISTANCE ( `∎- 1 EXIST. STRUCT. ANCHOR LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE C7 C8 SPANS UP TO 8.67 ft CONN TYPE C7 C8 CONCRETE 1/4" x 1 - 3/4' EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 152" 10.8" 9.6" 6.9" Tcap (Ib) = 386.40 65 12.9" 9.2" 8.5" 6.0" Vcap (Ib) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1/4"x7/8" EMBED 39 16.0" 16.0" 15.2" 10.8" ALL - POINTS SOLID -SET 45 16.0" 14.7" 13.2" 9.3" LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Tcap (lb) = 428 65 14.4" 10.2" 9.5" 6.7" Vcap (Ib) = 429 72 13.0" 9.2" 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 82' 7.3" 5.2" Tcap (lb) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (Ib) = 282.50 72 8.8" 6.3" 6.4" 4.6" FRANK L. E1ENNARDO. PE. 'OE0046545 03 E 0 W w Z l7 z W m 3 3 3 R=_vI .IONS DE DATE r.1on cax:> targA15 f SCALE: NT DRA;u.! 6Y: CL CH_C'�D oY: P Our- •: o7 -868 -I1i �- ANCHOR SPACING SCHEDULE w 1-- w cc U 0 U 0 0 1 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (lb) = 359.53 Vcap (Ib) = 82.97 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (lb) = 234.00 Vcap (Ib) = 96.74 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (lb) = 232.50 ANCHOR NOTES: 39 12.5" 16.0" 16.0" 49 12.5" 16.0" 16.0" 58 12.5" 16.0" 14.4" 72 12.5" 16.0" 9.6" 130 12.5" 16.0" 6.0" 39 12.5" 16.0" 16.0" 49 12.5" 16.0" 13.6" 58 12.5" 16.0" 9.3" 72 12.5" 14.2" 6.3" 130 6.25" 10.4" 3.9" 39 49 * 58 72 130 7.5" 6.0" 5.1" 4.1" 7.7" 6.1" 5.1" 4.1" 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 13.5" 10.3" 12.5" 16.0" 9.2" 8.7" 12.5" 14.0" 6.2" 6.9" 625" 10.3" 3.8" 5.0" • • 0.75" EDGE DISTANCE 12.5" 16.0" 12.8" 12.5" 16.0" 8.6" 12.5" 16.0" 6.6" 12.5" 16.0" 6.0" 12.5" 16.0" 6.0" 12.5" 16.0" 8.3" 12.5" 132" 5.6" 6.25" 11.2" 4.3" 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" 4.8" 3.8" 3.2' • • ••• • •• •• • • • • • • • • • • • • • • • • • • • • • 4.8" 3.8" 32' 12.5" 16.0" 8.3" 8.1" 12.5" 13.1" 5.5" 6.4" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" 12.5" 16.0" 12.5" 16.0" 12.5" 16.0" 12.5" 16.0" 12.5" 16.0" 12.5" 13.5" 6.25" 10.7" 6.25" 10.4" 6.25" 10.4" 6.25" 10.4" 8.9" 6.3 6.0" 6.0" 6.0" 5.8" 4.1" 3.9" 3.9" 3.9" 12.5" 13.4" 5.7" 6.25" 10.6 ".,4.0" 6.25" 10.3" 3.8" 6.25" 10.3" 3.8" 6.25" 10.3" 3.8" I. SPANS AND LOAD5 51-10.IN HERE ARE FOR DETER: ANCHOR SPACING ONLY- ALLOWABLE STORi 1 PANEL SPANS FOR 5FECIFIC LOADS 1'0.151 BE LIMITED TO THOSE 51-iO::14 IN MAX ALLOWABLE SEAN 5CHEDULE (TABLE 'TI';. 7. ENTER ANCHOR SCFFDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE. SELECT DESIGN _OAD GR THAN OR EQUAL TO NEGATivE DESIGN LOAD ON 5441TTERR ANC SELECT SPAN GREATER THAN OR OVAL TO 51.4UTTER SPAN - 3- SELECT CONNECTIGN TYPE BASED cN APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON 5HEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYFE)- 4- ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' REGOMmENDATION5. 5. WHE EXISTING ST TURF 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD vERIFY THAT "LSTENERS ARE INTO ADEQUATE WOOD FRAMING MEMEERS, NOT FLTWOOD. FASTENING 7C PLYWOOD I5 LCCEFTA?LE ONLY FOR SIDE CLOSURE PIECES. • • ••• •• •• • • • • • • • • • ••• r 0 cn W (I ANCHOR 1/4" x 1 -3/4" EMBED ELCO TAPCON (MIN 3320 PSI CONC) Tcap (Ib) = 483.00 Vcap (Ib) = 475.00 1/4 "x718" EMBED ALL - POINTS SOLID -SET LEAD SHIELD ANCHOR Tcap (ib) = 428 Vcap (Ib) = 429 1/4" x 2" EMBED ELCO PANELMATE (MIN 3350 PSI CONE) Tcap (lb) = 372.00 Vcap (Ib) = 565.00 LOAD (psf) 39 49 58 72 130 39 49 * 58 72 130 39 49 * 58 72 130 25" EDGE DISTANCD • • • • • • _ SPANS UP 5.50 ft TO CONN TYPE C1 C2 C3 C4 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 16 :0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 9.6 SPANS UP 867 ft TO CONN TYPE C1 C2 C3 C4 12.5" 16.0" 16.0" 16.0' 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 102" 11.8" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7 :1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 13.3" 15.T' 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 62' 9.6" _12.5" 16.0" 6.2" 9.6" _ • 7SMI UP : • 10.Q7 ft • CONN TYPE •C1• •C2 Q 42.5Z•36- 1":11:9'; 13.5" 11.* 361b" : 8:46. 1D -T, 12.5' 1 I6 -0 8b" 1t)!S' 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 10.6" 12.1" 12.5" 16.0" 7.5" 9.5" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 9.2" 12.6" 12.5" 16.0" 6.5" 9.9" 12.5" 16.0" 62' 9.6" 12.5" 16.0" 62' 9.6" 12.5" 16.0" 62" 9.6" 1/4" x 1 -1/4' EMBED ELCO TAPCON 39 49 58 Tcap (Ib) = 218.00 72 Vcap (Ib) = 398.00 130 U 0 U O 1/4 "x7/8" EMBED ALL - POINTS SOLID -SET LEAD SHIELD ANCHOR * Tcap (Ib) = 358 Vcap (lb) ='249 39 49 58 72 130 J 1/4" x 1 -1/4" EMBED ELCO PANELMATE Tcap (Ib) = 204.75 Vcap (Ib) = 233.50 39 49 * 58 72 130 12.5" 16.0" 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3 " 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 16.0" 16.0" 12.2" 12.5" 16.0" 11.9" 9.7" 12.5" 15.4" 8.2" 8.1" 6.25" 12.4" 5.5" 6.5" _ 6.25" 9.1" 3.4" 4.7" _ 12.5" 15.5" 7.8" 9.9" 6.25" 12.3" 5.2" 7.7" 625" 10.4" 4.0" 6.5" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.5" 8_2" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 14.5" 7.3" 7.7" 6.25" 11.6" 4.9" 6.0" 625" 9.8" 3.8" 5.1" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" _ 12.5" 12.6" 5.4" 7.9" 6.25" 10.0" 3.8" 6.2" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 8.8" 8.3" 12.5" 16.0" 6.2" 6.6" 12.5" 15.9" - 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 6.25" 11 :8" 5.1" 6.2" 6.25" 9.4" 3.6" 4.9" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 3.9" •. • • • 3.1" 3.9" 3.1" 6.6" 5.2" 5.0" 5.0" 5.0" • •. •• ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 0 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 8.0" 5.5" 3.6" 16.0" 14.2" 11.7" 10.3" 10.3" 6- (WERE LAG SCREWS •ASTEN T✓ NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER o NOMINAL 2' X 4' (MIN.) WOOD STUD O.' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE ' SOUTHERN PINE' G - =955 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR NEX NEAR. T. * DESIGNATES REMOvABLE ANC -ORS. WHIG =I ARE R=EQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL I:AvE MINIMUM OF I• ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AN EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 1O. 13 DESIGNATES ANC: -+0R CONDITIONS IWICN ARE NOT ACCEFTABLE FOR USE. ANCHOR SPACING SCHEDULE T5 (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (lb) = 359.53 Vcap (Ib) = 82.97'• 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5:3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2' 5.4" 4 -4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 92' 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3 -T' 3.7" Appmvea malift ir4 =:r iGc Florida : • " Co :^ Date 2g 2ex- 1`40A11 Miami Dade Prceirra Cozad.. DiOsi By 1 S-IEET 4 OF 4 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (lb) = 398.00 39 45 55 65 72 16.0" 16.0" 11.0" 6.4" 5.0" 16.0" 16.0" 16.0" 14.6" 13.2" 7.5" 5.2" 3.4" j jJ ���- �,''/ j% 15.5" 13.4" 11.0" 9.7" 9.7" 1 HOLLOW.CONC B' 1/4"x7/8" EMBED 39 16.0" 16.0" 12.4" 16.0" ALL- POINTS SOLID -SET 45 16.0" 16.0" 8.5" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 5.5" 16.0" Tcap (lb) = 358 65 10.5" 16.0" 4.4" 15.9" Vcap (lb) = 249 72 8.2" 16.0" 4.4" 15.9" 1/4" x 1 -1/4" EMBED 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE 45 16.0" 16.0" 4.8" 12.6" * 55 10.3" 16.0" 3.2" 10.3" Tcap (Ib) = 204.75 65 6.0" 13.7" 9.1" " Vcap (Ib) = 233.50 72 4.7" 12A" j% j; 9.1" FRANK L. E1ENNARDO. PE. 'OE0046545 03 E 0 W w Z l7 z W m 3 3 3 R=_vI .IONS DE DATE r.1on cax:> targA15 f SCALE: NT DRA;u.! 6Y: CL CH_C'�D oY: P Our- •: o7 -868 -I1i �- ANCHOR SPACING SCHEDULE w 1-- w cc U 0 U 0 0 1 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (lb) = 359.53 Vcap (Ib) = 82.97 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (lb) = 234.00 Vcap (Ib) = 96.74 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (lb) = 232.50 ANCHOR NOTES: 39 12.5" 16.0" 16.0" 49 12.5" 16.0" 16.0" 58 12.5" 16.0" 14.4" 72 12.5" 16.0" 9.6" 130 12.5" 16.0" 6.0" 39 12.5" 16.0" 16.0" 49 12.5" 16.0" 13.6" 58 12.5" 16.0" 9.3" 72 12.5" 14.2" 6.3" 130 6.25" 10.4" 3.9" 39 49 * 58 72 130 7.5" 6.0" 5.1" 4.1" 7.7" 6.1" 5.1" 4.1" 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 13.5" 10.3" 12.5" 16.0" 9.2" 8.7" 12.5" 14.0" 6.2" 6.9" 625" 10.3" 3.8" 5.0" • • 0.75" EDGE DISTANCE 12.5" 16.0" 12.8" 12.5" 16.0" 8.6" 12.5" 16.0" 6.6" 12.5" 16.0" 6.0" 12.5" 16.0" 6.0" 12.5" 16.0" 8.3" 12.5" 132" 5.6" 6.25" 11.2" 4.3" 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" 4.8" 3.8" 3.2' • • ••• • •• •• • • • • • • • • • • • • • • • • • • • • • 4.8" 3.8" 32' 12.5" 16.0" 8.3" 8.1" 12.5" 13.1" 5.5" 6.4" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" 12.5" 16.0" 12.5" 16.0" 12.5" 16.0" 12.5" 16.0" 12.5" 16.0" 12.5" 13.5" 6.25" 10.7" 6.25" 10.4" 6.25" 10.4" 6.25" 10.4" 8.9" 6.3 6.0" 6.0" 6.0" 5.8" 4.1" 3.9" 3.9" 3.9" 12.5" 13.4" 5.7" 6.25" 10.6 ".,4.0" 6.25" 10.3" 3.8" 6.25" 10.3" 3.8" 6.25" 10.3" 3.8" I. SPANS AND LOAD5 51-10.IN HERE ARE FOR DETER: ANCHOR SPACING ONLY- ALLOWABLE STORi 1 PANEL SPANS FOR 5FECIFIC LOADS 1'0.151 BE LIMITED TO THOSE 51-iO::14 IN MAX ALLOWABLE SEAN 5CHEDULE (TABLE 'TI';. 7. ENTER ANCHOR SCFFDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE. SELECT DESIGN _OAD GR THAN OR EQUAL TO NEGATivE DESIGN LOAD ON 5441TTERR ANC SELECT SPAN GREATER THAN OR OVAL TO 51.4UTTER SPAN - 3- SELECT CONNECTIGN TYPE BASED cN APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON 5HEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYFE)- 4- ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' REGOMmENDATION5. 5. WHE EXISTING ST TURF 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD vERIFY THAT "LSTENERS ARE INTO ADEQUATE WOOD FRAMING MEMEERS, NOT FLTWOOD. FASTENING 7C PLYWOOD I5 LCCEFTA?LE ONLY FOR SIDE CLOSURE PIECES. • • ••• •• •• • • • • • • • • • ••• r 0 cn W (I ANCHOR 1/4" x 1 -3/4" EMBED ELCO TAPCON (MIN 3320 PSI CONC) Tcap (Ib) = 483.00 Vcap (Ib) = 475.00 1/4 "x718" EMBED ALL - POINTS SOLID -SET LEAD SHIELD ANCHOR Tcap (ib) = 428 Vcap (Ib) = 429 1/4" x 2" EMBED ELCO PANELMATE (MIN 3350 PSI CONE) Tcap (lb) = 372.00 Vcap (Ib) = 565.00 LOAD (psf) 39 49 58 72 130 39 49 * 58 72 130 39 49 * 58 72 130 25" EDGE DISTANCD • • • • • • _ SPANS UP 5.50 ft TO CONN TYPE C1 C2 C3 C4 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 16 :0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 9.6 SPANS UP 867 ft TO CONN TYPE C1 C2 C3 C4 12.5" 16.0" 16.0" 16.0' 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 102" 11.8" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7 :1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 13.3" 15.T' 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 62' 9.6" _12.5" 16.0" 6.2" 9.6" _ • 7SMI UP : • 10.Q7 ft • CONN TYPE •C1• •C2 Q 42.5Z•36- 1":11:9'; 13.5" 11.* 361b" : 8:46. 1D -T, 12.5' 1 I6 -0 8b" 1t)!S' 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 10.6" 12.1" 12.5" 16.0" 7.5" 9.5" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 9.2" 12.6" 12.5" 16.0" 6.5" 9.9" 12.5" 16.0" 62' 9.6" 12.5" 16.0" 62' 9.6" 12.5" 16.0" 62" 9.6" 1/4" x 1 -1/4' EMBED ELCO TAPCON 39 49 58 Tcap (Ib) = 218.00 72 Vcap (Ib) = 398.00 130 U 0 U O 1/4 "x7/8" EMBED ALL - POINTS SOLID -SET LEAD SHIELD ANCHOR * Tcap (Ib) = 358 Vcap (lb) ='249 39 49 58 72 130 J 1/4" x 1 -1/4" EMBED ELCO PANELMATE Tcap (Ib) = 204.75 Vcap (Ib) = 233.50 39 49 * 58 72 130 12.5" 16.0" 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3 " 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 16.0" 16.0" 12.2" 12.5" 16.0" 11.9" 9.7" 12.5" 15.4" 8.2" 8.1" 6.25" 12.4" 5.5" 6.5" _ 6.25" 9.1" 3.4" 4.7" _ 12.5" 15.5" 7.8" 9.9" 6.25" 12.3" 5.2" 7.7" 625" 10.4" 4.0" 6.5" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.5" 8_2" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 14.5" 7.3" 7.7" 6.25" 11.6" 4.9" 6.0" 625" 9.8" 3.8" 5.1" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" _ 12.5" 12.6" 5.4" 7.9" 6.25" 10.0" 3.8" 6.2" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 8.8" 8.3" 12.5" 16.0" 6.2" 6.6" 12.5" 15.9" - 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 6.25" 11 :8" 5.1" 6.2" 6.25" 9.4" 3.6" 4.9" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 3.9" •. • • • 3.1" 3.9" 3.1" 6.6" 5.2" 5.0" 5.0" 5.0" • •. •• ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 0 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 8.0" 5.5" 3.6" 16.0" 14.2" 11.7" 10.3" 10.3" 6- (WERE LAG SCREWS •ASTEN T✓ NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER o NOMINAL 2' X 4' (MIN.) WOOD STUD O.' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE ' SOUTHERN PINE' G - =955 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR NEX NEAR. T. * DESIGNATES REMOvABLE ANC -ORS. WHIG =I ARE R=EQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL I:AvE MINIMUM OF I• ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AN EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 1O. 13 DESIGNATES ANC: -+0R CONDITIONS IWICN ARE NOT ACCEFTABLE FOR USE. ANCHOR SPACING SCHEDULE T5 (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (lb) = 359.53 Vcap (Ib) = 82.97'• 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5:3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2' 5.4" 4 -4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 92' 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3 -T' 3.7" Appmvea malift ir4 =:r iGc Florida : • " Co :^ Date 2g 2ex- 1`40A11 Miami Dade Prceirra Cozad.. DiOsi By 1 S-IEET 4 OF 4