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443 NE 95 St (11)0 II II 1 1 1 1 1 1 1 III I AMI SHO 1 1 1 II 1 1 1 1 * W I N D O W S: * WINDOWS 1 1 1 1 11 1 1 1 1 1 1 * M I A M I S H O R E S* 0 Ins Inspection Date: 06/22/2006 Inspector: Grande, Claudio Project: <NONE> Wednesday, June 21, 2006 > t �! am:` %:* ...................... Owner: CHURCH, MIAMI SHORES BAPTIST Job Address: 443 95 Street NE Miami Shores Village, FL 33138- Contractor: DILBERY ENTERPRISES, INC Building Department Comments Inspection Worksheet Miami Shores Village 1 0050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 �r Block: Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Shutters Phone Number (305)758 -0559 Parcel Number 1132060140620 Lot: Phone: 786/256 -6434 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Ins Inspection Date: 06/22/2006 Inspector: Grande, Claudio Project: <NONE> Wednesday, June 21, 2006 > t �! am:` %:* ...................... Owner: CHURCH, MIAMI SHORES BAPTIST Job Address: 443 95 Street NE Miami Shores Village, FL 33138- Contractor: DILBERY ENTERPRISES, INC Building Department Comments Inspection Worksheet Miami Shores Village 1 0050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 �r Block: Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Shutters Phone Number (305)758 -0559 Parcel Number 1132060140620 Lot: Phone: 786/256 -6434 Page 2 of 2 ................... • Inspection Date: 06/14/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES BAPTIST Job Address: 443 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DILBERT ENTERPRISES, INC Building Department Comments Tuesday, June 13, 2006 1 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 Final Work Classification: Shutters Phone Number (305)758 -0559 Parcel Number 1132060140620 Lot: Phone: 786/256 -6434 Page 1 of 2 Passed Inspector Comments /� ,,,pv,,J W ,, N—e A hi /Ai k - ? 2 - l /Za i I S fr -2 r- u / 40 PA-AitiS A Xe /6 1 //t1 Failed I j� Correction Needed Re- Inspection Fee ($75) No Additional Inspections can bE scheduled re- inspection fee is paid . until ................... • Inspection Date: 06/14/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES BAPTIST Job Address: 443 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DILBERT ENTERPRISES, INC Building Department Comments Tuesday, June 13, 2006 1 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 Final Work Classification: Shutters Phone Number (305)758 -0559 Parcel Number 1132060140620 Lot: Phone: 786/256 -6434 Page 1 of 2 BUILDING PERMIT AP;PLICATIO FBC 2004 Permit Type (circle) Tenant/Lessee Name Contractor's Address IS l Value of Work For this Permit $ '75 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Titleholder) CO ►K 4 i S1Phone # 3 O S 1 5 2--0.5 5 9 Owner's Address 1 4 4 ? > G S S t ryl City 0 1 G- 0 iteltate r L Zip 3 3 a? Phone # Job Address (where the work is being done) S ,-i'5 1� U L City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 'b I1. L=1.27 (, k) - rE219 2) s (' Wc_ Phone # - a s b- LJ3 t/ tJtA) s t Electrical Plumbing Mechanical Roofing City (r' \ W VV1 l State 4- L Zip 311‘,9 Qualifier Name A-(Z. P L lc_ L a.6 (LT Phone # 305 9 y 5- c).11 State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Type of Work: ['Addition ['Alteration Describe Work: Z v i S t ct.111 v1 S 'Tr cc c..l P C.t N e S ■442.1,GA.0-Q S bkv - rc22 r A /0_12_1s . Permit No. J(Q _ Master Permit No. Square / Linear Footage Of Work: ❑ Repair/Replace ['Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * ** ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ 0 Permit Fee $ ZJQ 0 CCF $ 3. 00 CO /CC Notary $ Training/Education Fee $ ( . 0 0 Technology Fee $ 6 • SO Scanning $C=:). OD Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 2J 2J C • G , • G 0 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 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. Signature A 1)+ cir, Owner or Agent The foregoing instrument was acknowledged before me this)' day of Qt r; I , 2Q''(.!, by who is personally known to me or who has produced • 1 As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) '. ROBIN HEITZ 0. EXPIRES: October 31, 2006 cte Bonded Thru Nolen/ Public Underwriters Signature Contractor The foregoing instrument was acknowledged before me this 6 day of " 1 »—, � , 20 Q(pby /LI yL 1x4-1 - who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: * * * * * * * * * * * * * * * ** * Zip d * MY COMMISSION + IV 14 j EXPIRES: QQoleb@r ill, iOne Bonded fin N91®ty { k Engineer Zoning * ** er Issue Date: 4/19/2006 Expires: 04/14/2007 Owner's Name: MIAMI SHORES BAPTIST CHURCH Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 443 95 Street NE ommen HURRICANE SHUTTER PANELS Additional Information Miami Shores Village, FL 33138- Contractor(s) Phone DILBERT ENTERPRISES, INC 786/256 - 6434 Type of Work: SHUTTERS No of Openings: 16 Additional Info: Classification: Residential Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Primary Contractor Yes In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in comp iance 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. Fees Due Amount CCF $3.00 Education Surcharge $1.00 Permit Fee $260.00 Scanning Fee $6.00 Technology Fee $6.50 Total: $276.50 Building Department File Copy Applicant Signature Invoice Number WS -4 -06 -24543 Total: APR 2 4 PAID Permit Status: APPROVED Permit Number: WS - - - 973 Phone: (305)758 -0559 Parcel #: 1132060140620 Block: Lot: Section: PB: Total Square Feet: 0 Total Valuation: $ 4,275.00 Required Inspections Shutter Attachment Shutter Final Amt Due $276.50 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. Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: •y 93 1.3r q 5 I) St No. oo— q 73 Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact Ill or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF (+) PSF ( -) PSF nz-1\12.o./ 1 9, --.7y en, � ✓ Sur-44 C I r vYtou t. t Sci S 3 r U_ _ (z,vxotot..J Syrs)- 5 ' UJ ILA d at..J �Q ! � � � a T do z IN _A 4d f I - 53%452 �. 7 i _42, - : i3 1 0%.3 IIMII.111 '' / 'O" ' - - - 1 at /5 Ic 5 a IL. - = gu.. Q17 ,6x.3 l t�.cQotJ 7,,,.„ (,- . ( t ,„..,..J 1 '" Z3 K S') o,y- - t_J\ d ot,,J Q-( 'L u I5 UptvtCJ4)1.�7 `) L4 /6 ', ltdiin ci D1.43 v cr.!, A 3 t .... • • •••• 4 •• • •••• . • •••• . - 4 a •• •• .... • lx://8 . . •••• • . 4 1 • • • • • .... . 4 'W' VW III _ ,---e_.,--7 a 1E TT . &riR 1 it 7nng U A .;', . • • • •••• • • •••• • • • • • Property of Miami Shores Baptist Church 443 NE 95th Street Miami Shores, Fl 33138 75 x 52 21 x40 40x40 20x40 Door no shutter 75 x52 76 x52 48x36 75 x52 • • • • • •• • • • ▪ • • • • • • ••• • •••• • • •• • • • • 120 x58 •• • • • •• ••• •• • • • • • • • •• • • • ••••••• 52x58 Door\ no shutter 52 x58 Door no shutter 129 x52 38 x40 38 x52 54x53 54x52 lot • • M I A M I•DADE 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 • ..• • • • ... • • • • • • • • • • • • • • • • • • • • • ••. • • • • • • • • • • • ... • • • • .. • MIAMI -DADE COUNTY, FLORIDA •. ; METRQ;DAQE FLAQL R.B17ILDING 440 T'LAiGLtR:SiRtEt, MIT 1603 .. • •141AMI; FLO1 1 A 30 -1563 (305) 375 -2901 FAX (305) 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 he 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: 1).029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bernardo, 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 cf 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 r FOR _ PANEL LENGTHS f VERT. OR NOR12./ 1 { Y 0 :a BOTTOM • ZZ f MOMrt (COW TYPE 4411 AS REOT� 4 MAX OBS TRUCTION' /] GAP LOCATION TOP MOUNT (CON.TYPE J AS FEOV) . 1% F Z -'a d PANEL BELOW OBSTRUCTION PRool.; rtara(»15 _OGAtI = OPTIONAL T �LL BA.JC 1 4 -20 x )( A • 5.5. 5 1312' 1 4 -E �1 1 0.125' J 1 150m , 1 TYP. -1 1315' 22ga: t =0229' 1315' PaoOUCT rtANKNG • rGALVANIZED r (LOCATION oPTIR(ALl II 7 STUDDED ANGLE L L312' r 1.,81' -t F -1.181• 12500' PANEL COVERAGE 14.438' PANEL LENGTH STORE 1 PANEL T 0 0. 1 0.125' TYP. • 1.00• MIN. 5000' MAX. BUILDOUT /CLOSURE ANGLE 1312 lt 1.4• ROLL BAOC I 1 T ISga ( .05 t = 00516' F GALv STEEL. GRADE 50) L -ins• MILT 5000 MAX. O J -PAN CLOSURE 2043' 0093 • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • 2262' •• .n •• • r- • • • • • • "•- • 1 11•6062J,L TYP 1 --ly8,1 . P2-40. •• •H, H "; +' • • • • • • • ••• • • • • • • • • • • • • • • • • 035 0250 I I x0 ''' II I� '� 050• �1 I- 1.=0250' (uUruo� - 1-1- 0.665' O W45HERED WINGNUT (ZAMAC 3 ALLOT) • U U ' 4 1•{gADE R • •• • • • • • • ••• •• 0 2061' r 5313' 1000' t = 0015• MIN. (ITN KEYHOLE WASHER GAO,. STEEL. GRADE 90 (USE 15 OPTIONAL. REWIRED TN ONLY FOR USE Ii1 TRUES - ED 1A ANCHORS ( CALK - 80.158' R0301' O BUILD -OTT 'F' TRACK 0.150' 0388' 0 0. 38'� .7„. L 11 r215' F 0.655' 4000' O .F. 1000' x0125' f TYP If f f TRACK 1-1 1.000' 12 HEADER END CAP L•F�0• DEEP TYPICAL BOTTOM I-CaNT (COW4 / TYPE AS REM:4 wow UNL 1ITED (FERP. TO PANEL SPAN) TOP NOWT (CO+1 TYPE TYP. SECTIONS AS REOLO O TYPICAL MOUNT ELEVATION N.TS. PLAN VIEW FL V D3D , _� / / \\ �RD.150• OPTIONAL '4.20 STITCH BOLTS WITH WAS�ERED W NGNUTS FASTEND E • OVERLAPS • MIDSPAN (USE APPROPRIATE SPAN TABLE) MAY DE At M / TOP • BOTTO 0315 JA FRANC L. BENNARDO. P. 'PE0046549 GENERAL NOTES: 1. T1-115 SHUTTER SYSTEM HAS SEEN DESIGNED AND TESTED .45 A LARGE TISSILE IMPACT PROTECTIVE SYST ACCORDANCE WITH THE FLORIDA BUILDING- CODE 2001 PROTOCOLS TAS 201 FOR LARGE MISSILE IMPACT. TAS 2 FOR UNIFORt'1 STATIC AIR PRESSURE AND TA5 203 FOR CYCLIC WIND LOADING. 2. NO 333% INCREASE IN ALLOWABLE STRESS HAS BEE USED IN THE DESIGN OF THE ANCHOR SPACING TABLES. 3. POSITIVE AND NEGATIVE'DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOv=_RNING CODE. WLEN ASCE 1 -98 15 USED TO CALCULATE PRRESSUF S FOR USE WITH THIS PRODUCT, THE USE OF .4 DIRECTIONALITY FACTOR Kd =055 15 ALLOUEO. 4. THE SHUTTER 51 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 5HALL•PREPARE SITE SPECIFIC DOCUMENTS TO - 6E U`v-_D IN CONJUNCTION WITH T1415 DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEGLIACY.OF TH P EXISTING STRJCTURE TO WITHSTAND ADDITIONAL IMOSED LOADS. 6. STORM PANELS SHALL BE STEEL (GALVANIZED THICKNESS t =0029' MIN) CONFORMING TO ASTM 4653. STRUCTURAL QUALITY. GRADE 80, G-90 GALV COATING WITH A MIN. FtI =920 K51. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. UN.O. 1. PANELS 5HALL BE PERMANENTLY LABELED W1TH A MINIMA ONE MARKING PER PANEL 45 FOLLOWS: IN FLORIDA STOR11 PANELS, INC. Or A- LOCKA, FLORIDA MIAMI -DADS COUNTY PROD. CONTROL APPROVED S. STOP I PANELS HAVE BEEN DE5IG -NED AND T ESTED TO T -1E MAXIN(S I SPANS A LOADS SHOWN ON TI4E5E DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC), OF MIAM1, FL, TEST REPORT Na. 02 -041. • i0. TOP 4 BOTTOM DETAILS SHOWN MAY BE TNT =RC.- G ANED 45 FIELD CONDITIONS DICTATE. PANELS MAY SE Ma)NTED HORIZONTALLY WHERE APPLICABLE. EXCEPT FOR MOUNTING- CONDITIONS INCLUDING 'H' OR 'U' H= ADERS. 11. ALL BOLTS 4 WASHERS 5HALL BE ZINC COATED. GALVANIZED OR 5TAINLE55 STEEL WITH A MINIrVI TENSILE STRENGTH O. 60 K5I. 0.063 06 3' N 13 TOP '' TRACK . -20 S.S. SIDEWALK OR INE. BOLT 4 WA5 WING • 24' 0.C. TYP. 18 GA. GALV. STEEL BENT PLATE (0.0418' 81'1. THK) OR 2'2'x125' 6063 -16 ALUM. ANGLE EXISTING CONCR H OLLOW BLOCK OR WOOD FRAMING. BUILD -OUT DISTANCE 0063' r 1.935' •- 0.063' I 0- -1 4• MAX O CORNER CLOSURE DETAIL X 0293' t --II---- 0.093' BOTTOM 'H' TRACK OVERLAP WALL BEYOND WINDOW D15TANCE GREATER THAN OR EQUAL TO 15 TIMES BUILD -OUT DISTANCE (2001 FBC SECT. 2413.13) V ALUM. ANGLE ®OR J -PAN CLOSURE PIECE 0 (SEE DETAILS ABOVE). LEG DIRECTION MAY BE RE VERSE,^. FASTENER 4: 8 O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO blps( (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GR=ATER T1:AN 81ps(. USE ALUM ANGLE CLOSURE PIECE ONLY WTW ANCHORS • 10' O.G. O EVIL D -GUT MOUNT CLOSURE DETAIL N 025' rMAX IS TOP 'U' TRACK 025' MAX. 0.125' 0063' 193'1•-1 1 1 0093' -- T 0293 I } 5313• L 0093. I6 BOTTOM 'U' TRACK EY.ISTFG CONCRETE. HOLLOW BLOCK OR WOOD FRAMING •O WALL MOUNT CLOSURE DETAIL N.T.S. ALUM. ANGLE ® OR J -PAN CLOSUR PIECE ® (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED. TOP r1O1NT (CONN TYFE AS I EXIST. CCNC, HOLLOW BLOCK OR WOOD FRAMING. FASTENER • 15' OC. FOR DESIGN LOADS LESS THAN OR EQUAL TO 81ps( (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER THAN blps(. USE ALUM ANGLE CLOSURE PIECE ONLY WITU ANCHORS • 11. 0.C. EMSE_D TRAP MOUNT CLOSURE DETAIL NT S. 0500' OVERLAP MINII L.A:5T PANEL TYPICAL PANEL ABOVE BEFORE PANEL OBSTRUCTION OBSTRUCTION-, OVERLAP BOTTOM MOUNT CONN \-TYP. P4 (. OVERLAP TYPE AS FEcro) OPTIONAL . - 20 STITCH BOLTS WITH WASFF_!ED WINGNUTS FASTENED • OVERLAPS • MIDSPAN (USE APPROPRIATE SPAN: TABLE) © TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION NTS. 025' MAX EXIST - CONCRETE. HOLLOW BLOCK OR 110 01. FRAMING Approved as copying with the Florida Ba ingc c Date O ( 1 T.Otfis: - 112-oQ2 _ Mi2M1 I3sde Product Control D7t'ISio EDGE DIST. F. 0 U z c6 ! 1 7 Z Z > m Q. Q- U_ E n/ Onn O CD Z Q (I It 0 V IL VISIONS r>F SCRIPTS CNTTY COr1ENTS SCALE: 3- • : 1 OF 4 DATE VIA()) DRAW) 5Y: GL rh'INI LATE: 11;48/02 DWG •: 02 -868 -111 Positive Load (psf) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' ED co `v�° b ty t--tnbkr 4 1 1 1 1 1 1 4 I 1 1 • 1 1 1 1 1 1 1 1 bb bbb> b bobobobobohhF- F- bGtD0 'v :t Ca b LI La GD O 2.75" 1.22" 3 0 2.75" 1.94" 9' - 9" 3.00" 3.00" 6' - 0" 2.75" 125" 35 8' - 8" 2.75" 2.10" 10' - 0" 3.00" 3.00" 6' - 0" 2.75" 1.29" 40 8' - 8" _ 2.75" 2.26" 9' - 8" 3.00" 3.00" R' - 0" 9 12 2" 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" 60 6' - 0" 2.75" 1.43" 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" T - 6" ' 2.75 2.24 Load W (PS) No Stitch Bolts . l-MAX (ft) Stitch Bolts At Midspan I (ft) ED co `v�° b ty t--tnbkr 4 1 1 1 1 1 1 4 I 1 1 • 1 1 1 1 1 1 1 1 bb bbb> b bobobobobohhF- F- bGtD0 'v :t 10' - 7" 10' - 5" 10' - 0" 9' - 9" 9'- 8" 9' - 5" 9' - 3" 9' - 2" 8' - 11" 8' - 10" 8' - 9" 8' - 3" T - 8" T - 6" T - 2" 6' -9" 6' -0" 5'- 4" 4'- 10" 4' - 6" 4 ' -1 " EXISTING GLAZING 7BED w 0 EXISTING CONCRTE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE 13 BASED ON TYPE OF 5TRi1CTURE) C3 CONNECTION TYPE REFENCE ANCHOR SCHEDULE 13 FOR MAX SPACING � SHORT LEG MAY BE REVERSED TOWARDS THE OPENING EO Ea 0.500' •14 TEK SCREW OR '4 -20 MACHINE SC2W t NUT • I6' OG. (TYP ALL 51M. CONNECTIONS 025' REQ'D SEPARATION FROM GLAES (REF. TABLE 12) EXISTING CONCFTE. HOLLOW BLOCK OR WOOD FRAFIING. SEE ANCHOR 5C-ED. EASED ON TYPE OF STRUCTURE REQ'D SEPARATION FROM GLASS (REF. TABLE T2) w E Q ,01: 050 O O 0 02 CONNECTION TYPE • MACHINE OG SCR.EW EIRENCE ANCHOR SCHEDULE 13 FOR MAX. SPACNG CI CONNECTION TYPE ANCHORS TO BE AT 12.5' OR 625' O.C. (REFERENCE ANCHOR SCHEDULE 13 FOR MAX. SPACING). USE REMOVABLE ANCHORS ONLY EDGE DIST. EXISTING GLAZING O BUILD -OUT MOUNT SECTION G 1115. EXISTING- CONCRETE. HOLLOW BLOCK. OR W000 FRAMING. SEE ANCHOR 5CHED. BASED ON TYPE OF STR)CTUI . ow 4--0 D UJ N = x J 0- N 1 -20 x'4' 5.5 MACHINE SCREWS • 12.5' O.C. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 13 FOR MAx. SPACING- TRACK/DIRECT MOUNT SECTION EXISTING GLAZING • •• • • • • STUD ANGLE DIRECTION MAT BE REVERSED. AS 5HOUN 0 • C2 CONNECTION PE REFE AN •" SCI.a_DULE T3 MA)(.SFACMG 0 • E i ECTION TYPE IRE:=V E ANCHI sc*1E U Tad FOR • • • • MAX *PAINING • • • • •• • • 05e EQ• i EO • w • V ~ 0 • • ••w • • I( I 1 OPTIONAL EiUILI.OUT MOUNTING CONFIGU - • TIONS (AT HEADER OR FILL) • • • .• • • 4 • •• EXISTING C-L4ZNG r • • 0 • u F A Al Iv ��/„ O ._ CI EMBED. 1LT .5. E REM" GLASS SEPAR DIST. (SEE TABLE 12 FOR rm) X !STING BLOCK OR SEE ANCHOR 50-E ON TYPE OF 5TR)C 3 T TY REFER ANCHOR SCHEDULE 13 FOR MAX. SPACING r 0500 ' 10250' T "vT WALL MOUNT SECTION REFERENCE SCHEDULE T3 SPACING • Am 2 025' '4-20 X 3 4' 5.5. MACHNE WI VON T EXISTING • TE, HOLLOW BL• •' OR WOOD FRAMIN SEE ANCHOR SCHED. B • ' ON TYPE OF STRUCTU ••• • • • ••• • • • • • •. .• • • ••• • • • • • • • 1'F . r_ EXISTING. CONCRETE. HOLLOW BLOCK OR 1000D FRAMING. SEE ANCHOR SCI-ED. BASED ON TYPE OF STF3)CTUR EMBED REQ'D SEPARATION FROM GLASS (REF. TABLE T2) ' "4 -20 x 3 4' 5.5. MACHINE SCR • U.S' Q.C. 025' AX TE C.4 CONNECTION TYPE I"iRENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING LEG DIR. MAY BE • REVERSED 025' F MAX. O CE ILINOrL OOR MOUNT SECTION N.T.S. HOLLOW INC. BASED WI _ •125' OL. CONKECTICN TYP- REF ER E NCE ANCHOR SCHEDULE 13 FOR MAX SPACING MAXIMUM ALLOWABLE SPAN SCHEDULE NOTES: TABLE T2 NOTES: L ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETEIZ'11NE MAXIMUM ALLOWABLE 5TOR PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT 44101-IER LOAD. EXISTING GLAZING- REQ'0 S= PARATION FROM GLASS (R TABLE T2) O TRU55 MOUNT SECTION 111.5. EXISTING WOOD TR155E5 • 24' 0.C. MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FR4I•TINC -. 5E! ANCHOR SCHED. BASED ON TYPE Or STRUCTUR5!. MINIMUM SEPARATION I. ENTER SPAN SCHEDULE W1TH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE IS R FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOLATION BETUFEN LOADS 15 ACCEPTABLE, OTHER111SE USE NEXT HIGHER LOAD. EXTERIOR WALL FINISH STEEL TUBE TO 5OTTOM TRUSS CHORDS W/ (3) .'x2' EMBED LAG SCREWS • EACH TR)55 (24' O.C. MAX) 4'x1/2'x00418' MIN STEEL TUBE U' HEADER TO ROLLED STEEL TUBE W/ CENTER LAO (A5 DESCRIBED ABOVE) • TR45555 ( "IA 5.11.5 TO PLATE • 6' O.C. BETWEEN TRUSSES Lmax 8' -0' (MAX SPAN) MAX DESIGN LOAD • _60 psf Ex :ST54. GLAZING O OFFS` T WALL 110...N1 SECTION NIL. ALUM OR GALV STEEL SPACER AS REQ'D. EXTERIOR WALL FINIS.?, PROTRUDING FROM MOUNTING SUFcACE CI CONNECTION TYPF ANCHORS TO BE AT 125' OR 625' O.C. (f-FENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING-). USE rc� MOVABLE ANCHORS ONLY Z W "st ^ V/ t11 Z Z >m Q-- S LL- 4 O � O Z - 1 Q r - 0_ � c V F O i O LL REVISIONS DESCRIPTION co.Nrr co rr•fe SCALE: 3 • DRAWN BY: CL W N Q Q a- F / n -J Q 0 F jj cTW ( N I W CV 1-- DATE (/1103 Pr'INI AIE: 11/15/02 DWG ': 02- 5•8 -III ow Q Z W . Z Z � Ot Qz SWEET: 2 OF 4 E E O ° 0. Z Q z W '7 Z m 3 711 Z L m Q _1 U. 3 Q 3 w PENETRATION OR EMBED. w 1 EXISTING GLAZING EXISTING CONCITE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTS. EXISTING GLAZING .-10-7111 0 rar4. r LA I 9Q .4L REQ'D GLASS SEP. DIST. (SEE TABLE T2 FOR MINImurt) O WALL MOUNT SECTION 4ALL MO{NT TRACKS, N.T.S. EXISTING CONC HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTUF. L3b5' co CONN TYPF . ANCHOR 5C4E0. T4 FOR MAX. SPACNG- RE0 GLASS SEP. DIST. (SEE TABLE TI FOR MINIMUM) CCN4 TYPE REF. ANCHOR SCHED. 14 FOR MAX. SPACING 1365' C O HEADER/SILL MOUNT SECTION TRAP PION+* TRACKS ON AsGLE. TITS. r EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. G5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX SPACING 0500' 0500' S ' CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING. LEG- MAY BE BENT TO 30deg MAX LEG MAY BE SENT TO 30deg MAX EXISTING GLAZING OPT 30\1,2\L l i i1 IOR MOUNT INSTALLATION DETAILS EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRJCTUR:. O MOUNT OUNT SECTION TRAP NOWT TRACKS. N.T.S. 0 US 115:\ SA01. Q T),_� • e.'..+ 8 EXISTING GLAZING EMBED. PENETRATION OR EMBED. F GLASS SEP. DIST. (SEE TABLE 12 FOR MINIMUM) EXISTING CONCRE HOLLOW BLOCK OR WOOD FRAMING-. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE DIR WALL MOUNT SECTION BoTtOM DIRECT WALL MC.NT (F DETAIL '5'), N,TS. Cl CONNECTION TYPE 1Z�RENCE ANCHOR SCHEDULE 14 FOR MAX. SPACING ExISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING -. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. C5 CONNECTION TYP« REFERENCE ANCHOR SCI EDULE 14 FOR MAX. SPACING 0500' Cl CONNECTION TYPE REFER ANCHOR SCHEDULE T4 FOR MAX. SPACING MAX FASTEN EACH PANEL ADJACENT TO LAST PANEL . BOTTOM W/ (2) ELCO PANELMATES 4 (1) POWERS CALK -IN. ALTERNATIVELY, USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNERMOST ANCHORS. QPTION A: (3)'G' ELCO PANELMATES AT BOTTOM OF ADJACENT PANEL O HEADER TRACK ISCx1ETRIC TOP TRACK N.TS. CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK (I) HEADER END CAP . END W/ (2) 94 5115 TO TRACK I b' MAX TYPICAL t1— MAX TYPICAL (2) 1 4 -20 5.5. 1 STITCH BOLTS I W/ WINGNUTS EACH SIDE Or LAST PANEL I ADJACENT PANEL TYP 125' COVERAGE 1'x0.30' PERFORATIONS AT MIDSPAN FOR USE WITH REMOvABLE HANDLE AND /OR PLASTIC KNOBS -'H'- HEADER. c TOP, PER DETAIL QPT. A: 2'x2' MAX. NOTCH IN LAST PANEL 'AROUND WINGNUT 6 DIRECT WALL MOUNT EXTERIOR ELEVATION BOTTOM DICT WALL r•IQNT (P DETAIL 'P'). r:T$. TYPICAL OVERLAP TOP 'H' -TRACK OR TOP 'U' -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) OPTIONAL PLASTIC KNOB. TO EASE PANEL SLIDING - (NCN- STRUCTURAL, SEE DETAIL To LEFT) R SILL TRACK ISOMETRIC BOTTOM TRACK. KITS. LAST PANEL MOUNTED FROM INSIDE 0= BLDG ADJACENT PANEL OPTION B: (2)'4'.ELCO PANELMATES AT 5OTTOM OF ADJACENT PANELS OPT. 5: (1) - 20 POWERS CALK -IN. CLOSEST TO LAST PANEL (NO NOTCH RECD) (I) 1'x2'x00092'xP4' ANGLE • END W/ (2) 94 St-15 TO TRACK BOTTOM 'H' TRACK OR BOTTOM U' TRACK (FASTEN TO STRUCTURE PER • DETAILS M, N t0 TO LEFT) Approved as complying Rith the FRANC L . •PE0046549 W Z Z Z. W Q z Y-� Z Q U Z '' ^^ W ' . � ^ V J D JZ � Z > Q J LL E Z6 n/ F D' ing C e c Q CV V Datc 61 2.3 O v NOAA n i Ma • o 7 O Miami Ditde Pmdect Gostto; Division +I4 (A 7 /11.14-1) zJ RY REVISIONS DESCRIPTION Cowry CO'T'IE . S DATE I' (UN 0,) SC AL DRAWN EX: CL - Pr2IN I DA I c: 11/15/02 02 -E(8 -111 SHEET: 3 OF 4 I HOLLOW CONC BLOCK 1/4" x 1 -1/4' EMBED ELCO TAPCON Tcap (1b) = 218.00 • Vcap (1b) = 398:00 39 45 55 39 45 55 65 . 72 16.0" 16.0" 11.0" 6.4" 5.0" 16.0" 16.0" 16.0" 14.6" - 132" 7.5" 5.2" 3.4" ffj %%% / `� ' 15.5" 13.4" 11.0" 9.7" 97" I HOLLOW.CONC B 1/4"x7/8" EMBED 4.9" 39 16.0" 16.0" 12.4" 16.0" ALL - POINTS SOLID-SET 5.0" 45 16.0" 16.0" 8.5" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 5.5" 16.0" Tcap (lb) =.358 LEAD SHIELD ANCHOR * 65 10.5" 16.0" 4.4" 15.9" Vcap pb) = 249 65 72 82" 16.0" 4.4" 15.9" 1/4" x 1 -1/4" EMBED 8.9" 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE 8.0" 45 16.0" 16.0" 4.8" 12.6" 6.9" * 55 10.3" 16.0" 32" 10.3" Tcap (lb) = 204.75 3.6" 65 6.0" 13.7" j j 9.1 " • Vcap (Ib) = 233.50 Vcap (Ib) = 198.50 72 4.7" 12.4" % %: %% 9.1" I HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED - ELCO TAPCON 39 45 55 12.6" 10.9" 8.9" 8.2" 7.1" 5.8" 8.0" 6.9" 5.7" 5.2" 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 SOUD -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap pb) = 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 (Ib) = 201.50 . 65 . : 6.7" 4.8" 4.4" . 3.2" Vcap (Ib) = 198.50 72 6:1" 4.3" 4.4" 3.2" Ir - ,ANCHOR SPACING SCHEDULE ANCHOR LOAD (psfl 1/4" x 1 -3/4" EMBED ELCO TAPCON (MIN 3320 PSI CONE) Tcap (Ib) = 483.00 Vcap (lb) = 475.00 39 49 58 72 130 114"x7/8" EMBED 39 ALL - POINTS SOLID-SET 49 LEAD SHIELD ANCHOR * 58 Tcap pb) = 428 72 Vcap (Ib) = 429 130 2.5" EDGE DISTANCE 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" 92" SPANS UP 8.67 TO CONN TYPE C1 C2 C3 • ft' • • � C4 12.5" 16.0" 16:0" 12.5" 16.0" 11.6" 12.5" 16.0" 8.9" 12.5" 16.0" 8.0" 12.5" 16.0" 8.0" 16.0" 13.3" 11.1" 10.3" 10.3" 12.5" 16.0" 15.2" 12.5" 16.0" 10.2" 12.5" 16.0" 7.9" 12.5" 16.0" .7.1" 12.5" 16.0" 7:1" 15.0" 11.8" 9.9" 92" 9.2" .SP.ANS UP.; 10-6W ' ..� t • • • :CONtCrYPE: C1 C2 C3 C4 12.5" 16.0" 11.9" 13.5" rt 5': 1L.Oi'�1B "•1 ?'� 5': 33.1N *145" ► 5': 1�.�'•'$.Q" •143. 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" w w 0 0 U 1/4" x 2" EMBED ELCO PANELMATE (MIN 3350 PSI CONC) Tcao (lb) = 372.00 1 Vcap (Ib) = 565.00 39 49 * 58 72 130 ANCHOR NOTES: 12.5" 16.0" 16:0" 16.0" 12.5" 16.0" 13.3" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 12.5" 16:0" 6.7' 9.6" .1 12.5" 16.0" 62' 15.7" 12.5" 16.0" 9.2" 12.6" 12.4" 12.5" 16.0" 6.5" 9.9" 10.4" 12.5" 16.0 " 62' 9.6" 9.6" 12.5" 16.0" 6.2" 9.6" 9.6" 112.5" 16.0" 6.2" 9.6" 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 39 49 58 72 130 1 /4"x7/8" EMBED 39 ALL - POINTS SOUD-SET 49 LEAD SHIELD.ANCHOR * 58 Tcap (Ib) = 358 72 Vcap (lb) ='249 130 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" - 123' 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" 125" 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" 6.25" 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" 62' 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" 12.5" 16.0" 6.2" 12.5" 15.9" 5.9" 12.5" 15.9" 5.9" 12.5" 15.9" 5.9" 8.3" 6.6" 6.4" 6.4" 6.4" 625" 11:8" 5.1" 6.2" 6.25" 9.4" 3.6" 4.9" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" . 3.4" 4.7" 0 1/4" x 2" THREAD 39 PENETR. LAG SCREW 49 58 Tcap (lb) = 359.53 72 Vcap (Ib) = 82.97 130 #14 x 1 -1/2" THREAD 39 PENETR. W000 SCREW 49 58 Tcap (Ib) = 234.00 72 Vcap (Ib) = 96.74 130 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 0.75" EDGE 'DISTANCE 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 14:4" 5.1" 12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6.0" 12.5" 16.0" 16.0" 7.7" 12.5" 16.0" 13.6" 6.1" 12.5" 16.0" 9.3" 5.1" 12.5" 14.2" 6.3" 4.1" 6.25" 10.4" 3.9" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.6" 3 8" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" 12.5" 16.0" 6.0" 12.5" 16.0" 8.3" 4.8" 12.5" 132' 5.6" 3.8" 6.25" 112' 4.3" 3.2" 6.25" 10.4" 3.9" 625" 10.4" 3.9" 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" * 58 12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 72 12.5" 14.0" 6.2" 6.9" 6.25" 10.3" 3.8" 130 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 12.5" 16.0" 8.9" 3.9" 12.5" 16.0" 6.3 ". 3.1" 12.5" 16.0" 6.0" 12 :5" 16.0" 6.0" 12.5" 16.0" 6.0" 12.5" 13.5" 5.8" 3.9" 625" 10.7" 4.1" 3.1" 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" 6.25 " 10.4" 3.9" 8.1" 12.5" 13.4" 5.7" 6.6" 6.4" 6.25" 10.6 ".,4.0" 5.2" 5.4" 6.25" 10.3" 3.8" 5.0" 5.0" 6.25" 10.3" 3.8" 5.0" 5.0 ". 6.25" 10.3" 3.8" 5.0" I. SPANS AND LOADS SHOJN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STOR - I PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOUN IN MAx ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCI.EDULE BASED ON THE EXISTING STRUCTURE MATERIAL . ANCHOR TYPE. SELECT DESIGN _OAD GREATER THAN CR EQUAL TO NEGATIVE DESIGN LOAD ON &NUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION /SEE MOUNTING DETAILS ON 5 -1EET5 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL E_ INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOf TmENDATION5. 5. WI"'EF"C EXISTING STRJCTUf2E IS WOOD FRAMING-, EXISTING CONDITIONS MAY vARY. FIELD VERIFY THAT F ASTENERS d5.- INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TG PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. •• •• • • • •• •• • • • • • . ANCHOR SPACING SCHEDULE • • • •• • • • • • • (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" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 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" 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. WHERE LAG 5C.' W5 FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL SE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIND WOOD :STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' C- 5 OR G- BEATER DENSITY. LAG SCR SHALL HAVr PHILLIPS PAN F,_Ac OR HEX HEAD. 1. * DESIGNATES R MOvABLE ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL i:AvE MINIMUM OF V;' ENGAGEMENT OF THREADS IN BA5E ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MIND IUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. ® DESIGNATES ANC 4OR CONDITIONS 11F -IIC1.i ARE NOT ACCEPTABLE FOR USE. ANCHOR SPACING SCHEDULE (INSIDES MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 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" 62' 5.4" 4.4" 3.7" 3.3" 13.0" 112" .9.2" 7.8" 7.0" 9.2" 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" 3.7' 3.7' Approved co mply tr,s w );(; ea. Florida Ba i ^$ Co 'Leo? ` NOAH Missal Dade Prima Coattol Ditisl By, FRANK L. BENNARDO. PE .F 03 0 z w w z z w 10 0 z_ D lfl � z • Z >ce 11± (N O z � I r\ r Q 0 GOIN:T GO. EMs DWG •: 02 -868 -III RE VISIONS DESCRIPTION DATE V2/02 SEAL=: NTH. /02 IL 0 W w Q z Z ZW W mz - D Z � Q Z 0 CO / N T • im X 0 1 B 1- • om Q/ cr° O 4 0ZO • SHEET: 4 OF 4 HOLLOW CONC BLOCK 2.5" EDGE DIST. DISTANCE ( \ r. CT. SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft '1L jS ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE • (psf) C5 C6 C5 C6 r CONCRETE 1/4" x 1 -3/4" EMBED . 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" (MIN 3320 PSI CONE) 55 16.0" 16.0" 7.5" 16.0" Tcap (Ib) = 483.00 65 14.2" 16.0" 6.0" 16.0" Vcap (Ib) = 475.00 72 11.0" 16.0" 6.0" 16.0" 114 "x718" 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 (lb) = 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 CONE) . * 55 16.0" 16.0" 5.8" 16.0" Tcap (lb) = 372.00 65 11.0" 16.0" 4.6" 16.0" Vcap pb) = 565.00. 72 . 1 8.5" 16.0" 1 4.6" 16.0" 1 Ir - ,ANCHOR SPACING SCHEDULE ANCHOR LOAD (psfl 1/4" x 1 -3/4" EMBED ELCO TAPCON (MIN 3320 PSI CONE) Tcap (Ib) = 483.00 Vcap (lb) = 475.00 39 49 58 72 130 114"x7/8" EMBED 39 ALL - POINTS SOLID-SET 49 LEAD SHIELD ANCHOR * 58 Tcap pb) = 428 72 Vcap (Ib) = 429 130 2.5" EDGE DISTANCE 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" 92" SPANS UP 8.67 TO CONN TYPE C1 C2 C3 • ft' • • � C4 12.5" 16.0" 16:0" 12.5" 16.0" 11.6" 12.5" 16.0" 8.9" 12.5" 16.0" 8.0" 12.5" 16.0" 8.0" 16.0" 13.3" 11.1" 10.3" 10.3" 12.5" 16.0" 15.2" 12.5" 16.0" 10.2" 12.5" 16.0" 7.9" 12.5" 16.0" .7.1" 12.5" 16.0" 7:1" 15.0" 11.8" 9.9" 92" 9.2" .SP.ANS UP.; 10-6W ' ..� t • • • :CONtCrYPE: C1 C2 C3 C4 12.5" 16.0" 11.9" 13.5" rt 5': 1L.Oi'�1B "•1 ?'� 5': 33.1N *145" ► 5': 1�.�'•'$.Q" •143. 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" w w 0 0 U 1/4" x 2" EMBED ELCO PANELMATE (MIN 3350 PSI CONC) Tcao (lb) = 372.00 1 Vcap (Ib) = 565.00 39 49 * 58 72 130 ANCHOR NOTES: 12.5" 16.0" 16:0" 16.0" 12.5" 16.0" 13.3" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 12.5" 16:0" 6.7' 9.6" .1 12.5" 16.0" 62' 15.7" 12.5" 16.0" 9.2" 12.6" 12.4" 12.5" 16.0" 6.5" 9.9" 10.4" 12.5" 16.0 " 62' 9.6" 9.6" 12.5" 16.0" 6.2" 9.6" 9.6" 112.5" 16.0" 6.2" 9.6" 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 39 49 58 72 130 1 /4"x7/8" EMBED 39 ALL - POINTS SOUD-SET 49 LEAD SHIELD.ANCHOR * 58 Tcap (Ib) = 358 72 Vcap (lb) ='249 130 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" - 123' 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" 125" 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" 6.25" 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" 62' 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" 12.5" 16.0" 6.2" 12.5" 15.9" 5.9" 12.5" 15.9" 5.9" 12.5" 15.9" 5.9" 8.3" 6.6" 6.4" 6.4" 6.4" 625" 11:8" 5.1" 6.2" 6.25" 9.4" 3.6" 4.9" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" . 3.4" 4.7" 0 1/4" x 2" THREAD 39 PENETR. LAG SCREW 49 58 Tcap (lb) = 359.53 72 Vcap (Ib) = 82.97 130 #14 x 1 -1/2" THREAD 39 PENETR. W000 SCREW 49 58 Tcap (Ib) = 234.00 72 Vcap (Ib) = 96.74 130 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 0.75" EDGE 'DISTANCE 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 14:4" 5.1" 12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6.0" 12.5" 16.0" 16.0" 7.7" 12.5" 16.0" 13.6" 6.1" 12.5" 16.0" 9.3" 5.1" 12.5" 14.2" 6.3" 4.1" 6.25" 10.4" 3.9" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.6" 3 8" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" 12.5" 16.0" 6.0" 12.5" 16.0" 8.3" 4.8" 12.5" 132' 5.6" 3.8" 6.25" 112' 4.3" 3.2" 6.25" 10.4" 3.9" 625" 10.4" 3.9" 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" * 58 12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 72 12.5" 14.0" 6.2" 6.9" 6.25" 10.3" 3.8" 130 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 12.5" 16.0" 8.9" 3.9" 12.5" 16.0" 6.3 ". 3.1" 12.5" 16.0" 6.0" 12 :5" 16.0" 6.0" 12.5" 16.0" 6.0" 12.5" 13.5" 5.8" 3.9" 625" 10.7" 4.1" 3.1" 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" 6.25 " 10.4" 3.9" 8.1" 12.5" 13.4" 5.7" 6.6" 6.4" 6.25" 10.6 ".,4.0" 5.2" 5.4" 6.25" 10.3" 3.8" 5.0" 5.0" 6.25" 10.3" 3.8" 5.0" 5.0 ". 6.25" 10.3" 3.8" 5.0" I. SPANS AND LOADS SHOJN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STOR - I PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOUN IN MAx ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCI.EDULE BASED ON THE EXISTING STRUCTURE MATERIAL . ANCHOR TYPE. SELECT DESIGN _OAD GREATER THAN CR EQUAL TO NEGATIVE DESIGN LOAD ON &NUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION /SEE MOUNTING DETAILS ON 5 -1EET5 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL E_ INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOf TmENDATION5. 5. WI"'EF"C EXISTING STRJCTUf2E IS WOOD FRAMING-, EXISTING CONDITIONS MAY vARY. FIELD VERIFY THAT F ASTENERS d5.- INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TG PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. •• •• • • • •• •• • • • • • . ANCHOR SPACING SCHEDULE • • • •• • • • • • • (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" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 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" 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. WHERE LAG 5C.' W5 FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL SE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIND WOOD :STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' C- 5 OR G- BEATER DENSITY. LAG SCR SHALL HAVr PHILLIPS PAN F,_Ac OR HEX HEAD. 1. * DESIGNATES R MOvABLE ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL i:AvE MINIMUM OF V;' ENGAGEMENT OF THREADS IN BA5E ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MIND IUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. ® DESIGNATES ANC 4OR CONDITIONS 11F -IIC1.i ARE NOT ACCEPTABLE FOR USE. ANCHOR SPACING SCHEDULE (INSIDES MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 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" 62' 5.4" 4.4" 3.7" 3.3" 13.0" 112" .9.2" 7.8" 7.0" 9.2" 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" 3.7' 3.7' Approved co mply tr,s w );(; ea. Florida Ba i ^$ Co 'Leo? ` NOAH Missal Dade Prima Coattol Ditisl By, FRANK L. BENNARDO. PE .F 03 0 z w w z z w 10 0 z_ D lfl � z • Z >ce 11± (N O z � I r\ r Q 0 GOIN:T GO. EMs DWG •: 02 -868 -III RE VISIONS DESCRIPTION DATE V2/02 SEAL=: NTH. /02 IL 0 W w Q z Z ZW W mz - D Z � Q Z 0 CO / N T • im X 0 1 B 1- • om Q/ cr° O 4 0ZO • SHEET: 4 OF 4 HOLLOW CONC BLOCK 2.0" EDGE DISTANCE ( \ r. CT. SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft ANCHOR LOAD CONN TYPE CONN TYPE . (psf) C7 C8 C7 C8 1 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 CONE) 55 15.2" 10.8" 9.6" 6.9" Tcap (Ib) = 386.40 65 12.9" 9.2" 8.5" 6.0" Vcap (lb) = 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 SOUD -SET 45 16.0" 14.7" 132' 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" I Vcap (lb) = 282.50 72 1 8.8" 6.3" 1 6.4" . 4.6" Ir - ,ANCHOR SPACING SCHEDULE ANCHOR LOAD (psfl 1/4" x 1 -3/4" EMBED ELCO TAPCON (MIN 3320 PSI CONE) Tcap (Ib) = 483.00 Vcap (lb) = 475.00 39 49 58 72 130 114"x7/8" EMBED 39 ALL - POINTS SOLID-SET 49 LEAD SHIELD ANCHOR * 58 Tcap pb) = 428 72 Vcap (Ib) = 429 130 2.5" EDGE DISTANCE 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" 92" SPANS UP 8.67 TO CONN TYPE C1 C2 C3 • ft' • • � C4 12.5" 16.0" 16:0" 12.5" 16.0" 11.6" 12.5" 16.0" 8.9" 12.5" 16.0" 8.0" 12.5" 16.0" 8.0" 16.0" 13.3" 11.1" 10.3" 10.3" 12.5" 16.0" 15.2" 12.5" 16.0" 10.2" 12.5" 16.0" 7.9" 12.5" 16.0" .7.1" 12.5" 16.0" 7:1" 15.0" 11.8" 9.9" 92" 9.2" .SP.ANS UP.; 10-6W ' ..� t • • • :CONtCrYPE: C1 C2 C3 C4 12.5" 16.0" 11.9" 13.5" rt 5': 1L.Oi'�1B "•1 ?'� 5': 33.1N *145" ► 5': 1�.�'•'$.Q" •143. 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" w w 0 0 U 1/4" x 2" EMBED ELCO PANELMATE (MIN 3350 PSI CONC) Tcao (lb) = 372.00 1 Vcap (Ib) = 565.00 39 49 * 58 72 130 ANCHOR NOTES: 12.5" 16.0" 16:0" 16.0" 12.5" 16.0" 13.3" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 12.5" 16:0" 6.7' 9.6" .1 12.5" 16.0" 62' 15.7" 12.5" 16.0" 9.2" 12.6" 12.4" 12.5" 16.0" 6.5" 9.9" 10.4" 12.5" 16.0 " 62' 9.6" 9.6" 12.5" 16.0" 6.2" 9.6" 9.6" 112.5" 16.0" 6.2" 9.6" 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 39 49 58 72 130 1 /4"x7/8" EMBED 39 ALL - POINTS SOUD-SET 49 LEAD SHIELD.ANCHOR * 58 Tcap (Ib) = 358 72 Vcap (lb) ='249 130 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" - 123' 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" 125" 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" 6.25" 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" 62' 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" 12.5" 16.0" 6.2" 12.5" 15.9" 5.9" 12.5" 15.9" 5.9" 12.5" 15.9" 5.9" 8.3" 6.6" 6.4" 6.4" 6.4" 625" 11:8" 5.1" 6.2" 6.25" 9.4" 3.6" 4.9" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" . 3.4" 4.7" 0 1/4" x 2" THREAD 39 PENETR. LAG SCREW 49 58 Tcap (lb) = 359.53 72 Vcap (Ib) = 82.97 130 #14 x 1 -1/2" THREAD 39 PENETR. W000 SCREW 49 58 Tcap (Ib) = 234.00 72 Vcap (Ib) = 96.74 130 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 0.75" EDGE 'DISTANCE 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 14:4" 5.1" 12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6.0" 12.5" 16.0" 16.0" 7.7" 12.5" 16.0" 13.6" 6.1" 12.5" 16.0" 9.3" 5.1" 12.5" 14.2" 6.3" 4.1" 6.25" 10.4" 3.9" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.6" 3 8" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" 12.5" 16.0" 6.0" 12.5" 16.0" 8.3" 4.8" 12.5" 132' 5.6" 3.8" 6.25" 112' 4.3" 3.2" 6.25" 10.4" 3.9" 625" 10.4" 3.9" 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" * 58 12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 72 12.5" 14.0" 6.2" 6.9" 6.25" 10.3" 3.8" 130 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 12.5" 16.0" 8.9" 3.9" 12.5" 16.0" 6.3 ". 3.1" 12.5" 16.0" 6.0" 12 :5" 16.0" 6.0" 12.5" 16.0" 6.0" 12.5" 13.5" 5.8" 3.9" 625" 10.7" 4.1" 3.1" 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" 6.25 " 10.4" 3.9" 8.1" 12.5" 13.4" 5.7" 6.6" 6.4" 6.25" 10.6 ".,4.0" 5.2" 5.4" 6.25" 10.3" 3.8" 5.0" 5.0" 6.25" 10.3" 3.8" 5.0" 5.0 ". 6.25" 10.3" 3.8" 5.0" I. SPANS AND LOADS SHOJN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STOR - I PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOUN IN MAx ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCI.EDULE BASED ON THE EXISTING STRUCTURE MATERIAL . ANCHOR TYPE. SELECT DESIGN _OAD GREATER THAN CR EQUAL TO NEGATIVE DESIGN LOAD ON &NUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION /SEE MOUNTING DETAILS ON 5 -1EET5 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL E_ INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOf TmENDATION5. 5. WI"'EF"C EXISTING STRJCTUf2E IS WOOD FRAMING-, EXISTING CONDITIONS MAY vARY. FIELD VERIFY THAT F ASTENERS d5.- INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TG PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. •• •• • • • •• •• • • • • • . ANCHOR SPACING SCHEDULE • • • •• • • • • • • (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" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 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" 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. WHERE LAG 5C.' W5 FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL SE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIND WOOD :STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' C- 5 OR G- BEATER DENSITY. LAG SCR SHALL HAVr PHILLIPS PAN F,_Ac OR HEX HEAD. 1. * DESIGNATES R MOvABLE ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL i:AvE MINIMUM OF V;' ENGAGEMENT OF THREADS IN BA5E ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MIND IUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. ® DESIGNATES ANC 4OR CONDITIONS 11F -IIC1.i ARE NOT ACCEPTABLE FOR USE. ANCHOR SPACING SCHEDULE (INSIDES MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 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" 62' 5.4" 4.4" 3.7" 3.3" 13.0" 112" .9.2" 7.8" 7.0" 9.2" 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" 3.7' 3.7' Approved co mply tr,s w );(; ea. Florida Ba i ^$ Co 'Leo? ` NOAH Missal Dade Prima Coattol Ditisl By, FRANK L. BENNARDO. PE .F 03 0 z w w z z w 10 0 z_ D lfl � z • Z >ce 11± (N O z � I r\ r Q 0 GOIN:T GO. EMs DWG •: 02 -868 -III RE VISIONS DESCRIPTION DATE V2/02 SEAL=: NTH. /02 IL 0 W w Q z Z ZW W mz - D Z � Q Z 0 CO / N T • im X 0 1 B 1- • om Q/ cr° O 4 0ZO • SHEET: 4 OF 4 HOLLOW CONC BLOCK