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WS-15-2196 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-242354 Permit Number: WS-8-15-2196 Scheduled Inspection Date:January 27,2016 Permit Type: Windows(Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: PING,ALEJANDRO Work Classification: Window/Door Replacement Job Address:9105 NE 5 Avenue Miami Shores, FL 33138- Phone Number (305)302,5770 Parcel Number 1132060141210 Project: <NONE> Contractor. CDM WINDOWS&DOOR INC Phone: (305)2674011 Building Department Comments WINDOWS AND DOORS(10 DOORS&15 WINDOWS) lnfractlo gassed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid January 26,2016 For Inspections please call: (305)762.4949 Page 8 of 62 Miami Shores Village �,_ �• � j ',. 10050 N.E.2nd Avenue NE r `•" Miami Shores,FL 33138-0000 Phone: 30 795-2204 ' � ( � ��a' a ��` �� £'t•t Expiration: 03/2262016 Project Address . Parcel Number Applicant 9105 NE 5 Avenue 1132060141210 ALEJANDRO PINO Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone cell ALEJANDRO PINO 9105 NE 5 Avenue (305)302-5770 MIAMI SHORES FL 33138- 9105 NE 5 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone CDM WINDOWS 8 DOOR INC (305)267-1011 Valuation: $ 26,300.00 ,_...DM Total Sq Feet: 0 Type of Work:WINDOWS AND DOORS(10 DOORS&15 W Available Inspections: No of Openings:25 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Window Door Attachment Scanning:3 Window Door Attachment Final Review Building Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $16.20 Invoice# WS-845-56876 DBPR Fee $5.25 6/2015 Credit Card $50.00 $362.70 DCA Fee $5.25 Education Surcharge $5.40 09/01/2015 Check#:12410 $362.70 $0.00 Permit Fee $350.00 Plan Review Fee(Engineer) $80.00 Invoice# WS-9-15-57257 Revision Fee $75.00 10/02/2015 Check#:12477 $161.00 $0.00 Scanning Fee $9.00 Scanning Fee $6.00 Technology Fee $21.60 Total: $573.70 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 spec cations 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 th a e-named contractor to do the work stated. October 02,2015 Authorized Signature:Owneri t / Contractor / Agent Date Building DepartmenVlCopy October 02,2015 1 r --- Miami Shores Village �F�pN"P,T-�_l Building Department SEP Z 4 20 5 -Lei—res,Florida 33138 REV fS0 7 ax 3 )756-8972H B :(305)762-4949 FBC 2010 BUILDING Master Permit No. !C4 152-4 G PERMIT APPLICATION Sub Permit No. W e_-r (:5-- 2,x`(6 ❑BUILDING ❑ ELECTRIC ❑ ROOFING W/REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Vega /V A _42t' Ayd n r ,e City: Miami Shores County: Miami Dade zip:_33 43 9' Follo/Parcel#: 11-3204 - 01A# 1210 Is the Building Historically Designated:Yes NO Occupancy Type:S^•F Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): .,aL a P>o o Phone#: Address: t bat A[t*-- S---R 4er, City: '"I f W/ -TAI State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: CQAA W,-,m ,&w 4 4 L2 me Y s 1h C Phone#: , 3 o s.. 2 6 7 /O!/ Address:4,3/e.5 W %3 al. A ws 4 alr City: �i ami State: >� Zip: ;,� l:�s Qualifier Name: ,r� ,�' /(lf qgo{ Phone#: 75 05% IT 4 6 3 6 4 4 State Certification or Registration#: >> Certificate of Competency#: O jo ,6s a O C.1 J DESIGNER:Architect/Engineer: / P��ho``ne#: Address: -13 8' cS'/� `L .$ City: &uu►iar�State: Zip: /2 Value of Work for this Permit:$ /O 00.eo Square/Linear Footage of Work: Type of Work: ❑ Addition ® Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Re Vi S 1. O h of "o c% See, Att1 2 4,46, Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) tV I} Bonding Company's Address N J f% 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. 1 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. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CON DITIONERS,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$230, the applicant must promise in good faith that a copy of the notice of commencement and construction lien low brochure will be delivered to the person whose property Is subject to attachment Also,a certffi`ed 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. /n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CON&ACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of P 20 `-� ,by 23 4 day of 'S2�D�'2vn ,r .20 US- ,by who is personally known to 4:-. who i5 personally known to me or who has produced as me or who has produced Q 4-- as Identification and who did take an oath. identification and who did to a an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig n: 7°i.4� Sign: Print: Print: - ��/►'�'� Seal: f1 �. IQ- LOUM SAN7EIRO PiNO Seal: My cp1v1 MION 0 EE 4M Nehf/Pis • F d gl05 %A ARES;Norm 16,2016 ' IOA i fF!I 'vs M�►Cenau.E1 JU1q 17,2019 sssss:**sssss**sssss*::sssss*s ss*s sssss sss�ds**:sss*ss**ss *ss **sss****s 1 APPROVED BY Plans Examiner Zoning Structural Review aerk (Revisei1=4/2D14) . - r5- I. RECEIVED EIVED SEP 2 4 01� MiAM!-RADEMIAMI DADS COUNTY 1 PRODUCT CONTROL SECTION 11905 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE O www.mismidade.goyfeconomy Elco Construction Products,Div.oflnfastech 1304 Kerr Drive Decorah,IA 52101 REVIbION SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product ERProduct Control Section 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 Section(In Miami Dade County)and/or the AHI(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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Ultracon Concrete&Masonry Anchors APPROVAL DOCUMENT:Drawing No.14-1821,titled"Elco Ultracon Concrete and Masonry Anchors", sheets l through 3 of 3,dated 03/07/2011,with last revision dated 09/29/2014,prepared by Engineering Express,signed and sealed by Frank L.Bennardo,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Mone LABELING: Each box/container of the smallest quantity shall bear a label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted. 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 Iden g revisidn,its Aange...... in the materials,use,and/or manufacture of the product or process.Misuse of this%QX is an endorsement •• of any product,for sales,advertising or any other purposes shall automatically termfitp4his WGA?Ailum••••'• to comply with an section of this NOA shall • p y y all be cause for termination and remav�lt?PIttOA. ...... ADVERTISEMENT:The NOA number preceded by the words Miami-Dade Cord'',Worida;dxd Ullowed by the expiration date may be displayed in advertising literature. If any portion of Mig NOA rs£fljlayei;••• then it shall be done in its entirety. • INSPECTION:A copy of this entire NOA shall be provided to the user by the mcturer or its. .' distributors and shall be available for inspection at the job site at the request of th&u11&g Offiaialt ••••% This NOA revises NOA#11-0406.01 and consists of this page 1,evidence2)ages.E-I and E-2,as :.... well as approval document mentioned above. 00 0 00 i 0 The submitted documentation was reviewed by Carlos M.Utrern,P.E. 00 0 NOA No:15-0226.08 M , ,urmr Expiration Date:January 8,2016 Approval Date:May 28,2015 Page i t ' Elco Construction Products.Div.of Infastech NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.14-1821,titled"Elco Ultracon Concrete and Masonry Anchors",sheets 1 through 3 of 3,dated 03/07/2011,with last revision dated 09/29/2014,prepared by Engineering Express,signed and sealed by Frank L.Bennardo,P.E. B. TESTS Test Retort No. Standard Date Signature 1. HETI-08-A402 ASTM E488-96 08/12/08 Candido F.Font,P.E. 2. HETI-08-A406 ASTM E488-96 08/12/08 Candido F.Font,P.E. 3. HETI-08-A407 ASTM E488-96 08/12/08 Candido F.Font,P.E. 4. HETI-08-A410 ASTM E488-96 08/20/08 Candido F.Font,P.E. 5. HETI-08-A412 ASTM E488-96 08/20/08 Candida F.Fant,P.E. 6. HETI-08-A414 ASTM E488-96 08/20/08 Candido F.Font,P.E. 7. HETI-08-A416 ASTM E488-96 08/20/08 Candido F.Font,P.E. 8. HETI-08-A417 ASTM E488-96 08/20!08 Candido F.Font,PX. 9. HETI-08-A428 ASTM E488-96 08/22/08 Candido F.Font,P.E. 10. HETI 08-A429 ASTM E488-96 08/22/08 Candido F.Font,P.E. 11. HETI-08-A430 ASTM E488-96 08/22/08 Candido F.Font,P.E. 12. HETI-08-A432 ASTM E488-96 08/20/08 Candido F.Font,P.E. 13. HETI-08-A434 ASTM E488-96 08/20/08 Candido F.Font,P.E. 14. HETI-08-A438 ASTM E488-96 08/22/08 Candido F.Font,P.E. 15. HETI-08-A442 ASTM E488.96 08/22/08 Candido F.Font;P.E. 16. HETI-08-C104 ASTM C39-05 09/11/08 Candido F.Font,P.E. 17. . HETI-08C 107B ASTM C39-05 09/11/08 Candido F.Font,P.E. ".SubmWed under NO)A#07-0425.01" 1. HETI-01-5013 ASTM E488 06/01/01 H.M.Medina,P.E. 2. HETI-01-5069 ASTM E488 09/17/01 H.M.Medina,P.E. 3. HETI-03-C600 ASTM C39 08/13/03 R.D.Soda,F.E. 4 HETI 03-C601 ASTM C39 12/19/03 R.D.Seda,P.E. 5. HETI-03-1127 ASTM E488 12/02/03 R.D.Seda,P.E. 6. HETI-03-1136 ASTM E488 12/02/03 R.D.Seda,VA.. 7. HETI-03-1153 ASTM E488 12/23/03 .R.D.Seda,•Ra.• ...... 8. HETI-03-1159 ASTM E488 12/02/03 :&*D;SedaCP.B.o, 9. HETI-03-1161 ASTM E488 12/02/03 fttR?Seda,P.£+.• •••••• 10. HETI-03-1164 ASTM E488 12/12/03 •R.-D?Seda,P.E. :....: 11. HETI-03-1165 ASTM E488 12/12/03 .V-*b.Seda;P,E.•. • 12. HETI-03-1173 ASTM B488 12/12/03 Seda;P t.•• ..;..• 13. HETI 03-1175 ASTM E488 12/12/03 •jtj�'Seda,.g.% ...... 14. HETI-03-1177 ASTM E488 12/12/03 .&Jd .Seda,P.& .' 15. HETI-05-1501 ASTM E488 08/31/05 : 1.• ia,P.F. • •••• • LOIS Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0226.08 Expiration Date:January 8,2016 Approval Date:May 28,2015 E-1 Elco Construction Products.Div.of Infastech I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA #11-0406.01" 1. Anchor allowable load calculations,prepared by Engineering Express,dated 11/16/2011,signed and sealed by Frank L. Bennardo,P.E. D. MATERIAL CER I ICATIONS 1. None. E. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) F. STATEMENTS 1. Statement letter of code conformance to the 51 edition(2014)FBC issued by Engineering Express,dated 09/29/2014, signed and sealed by Frank L.Bernardo,P.E. `Submitted under NOA#11-0406.01„ 2. Statement letter of code conformance to 2007 and 2010 FBC,issued by Engineering Express, dated 11/10/2011,signed and sealed by Frank L.Bennardo,P.E. 3. Statement letter of no financial interest issued by Engineering Express,dated 04/04/2011,signed and sealed by Frank L.Bernardo,P.E. • 0000 . 4064 440466 ..000 .. 6 0000.. 0000 000060 000.00 4 0. 6 000.. 0000 .. 6 . 4 0 0 . 0 0000 . .. 0000. . 6 0000.. 0000 0000. 060000 446 6046 6004V 60044all 4 00 rl �o .. 0000.. i.. . 6404 4 46 Carlos 1W Utrera,P.E. Product Control Examiner NOA No 15-0226.08 Expiration Date:January 8,2016 9-2 Approval Date:May 28,2015 E LCO U LTRACO N ;--. r' •• GENERAL NOTES: CONCRETE & MASONRY ANCHORS = +' I. THIS PROWCT HAS BEEN DESIGNED&TESTED IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE 2D10 FLORIDA BUILDING Z CODE AND THE FBC FIFTH EDITION(2014)FOR USE WITHIN AND z OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 2. ANCHOR INSTALLATION SHALL Be MADE IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND THIS NOMINAL PMT TH 'C NOTICE OF ACCEPTANCE. 3. CONCRETE SMALL CONFORM TO ACI EI . HOLLOW AND WITH =THREAD GTH 00.210/.203" LENGTH LENGTH LENGTH ii ��• STRENGTH PROPERTIES A5 SPECIFIED HEREIN. HOLLOW AND rTH 1-1/4° 1.250" 0.875" GROUT-FILLED CONCRETE BLOCK SHALL CONFORMTO ASTM C-90. FULL THREAD O.D. 4. ELCO ULTRACON 1S A CORROSION RESISTANT MASONRY AND ]-3/4° 1.750" 1.313' m� t) CONCRETE FASTENER FINISHED WITH STALGARD COATING. j S. HEAD MARKINGS:ELCO ULTRACON MASONRY FASTENERS ARE 2-1/4° 2.250° 1.750" QQ e WENTIFIED WITH EITHER THE ELCO LOGO OR FOUR DOTS IN THE CASE 2-3/4' 2 750, 1 750, '4 W OO�FpTHE PHILLIPS PAN DOT HEAD.TRIMM FASTEN'EERtS§�H,AVE�gTMHE ELC)OgLOGO 00.150'REF. 4 DIAMETER'MIX WASHR H��ASTEN-4�RSDHAVERELCOC8G04°MAX DIAMETER 00.123'REF. LOW THREAD 3-1{4° 3.250" 1.750° Z j( P m & AND°5"INDICATING TH WOOD BUCK ROOT DIAMETER DIAMETER 3-3/4' 3.750' 1.750° W ' 6. ALLOWABLE LOAD A WN-Um MATE LOAD DIVIDED BY 4.0 FOR 00.146° 4' ,nne 1.750° N -t SOLID NON-CRAKCED CONCRETE SUBSTRATES S.OFOR HOLLOW BLOCK REF. 111444(({lliiii BGROUTFILLEOBLOCK USED1STRATERATION OF DOCUMENT. c 3 16" PHILIPS FLAT HEAD PFH $off INCREASE HSTRESS AS BEEN USED IN PREPARATION OF THIS DOCUMENT. { ) 7. ANCHOR YIELD STRENGTH FyniSS KSI,ANCHOR ULTIMATE 1'-0•a 1'-0' ~" SIDE VIEW STRENGTH ANCHOR DI 9 B. ANCHOR EP(aE DISTANCES.EMBEDMENTS.AND SPACINGS BELOW 4 a THOSE SHOWNJN DESIGN TABUS HEREIN ARE NOT ACCEPTABLE, 9. ALLOWABLE LOAD CAPACITIES TO SUBSTRATES THAT ARE NOT NOMINAL PMT THREAD SHOWN IN THE*DESIGN TABLES LISTED HEREIN ARE OUTSIDE THE OMINA LENGTH HLENGTH SCOPE OF THIS CERTIFICATION AND SHALL BE DETERMINED BY A LICENSED PROFESSIONALENGINEER. NGTH ENGT 1.000° I0. ANCHOR INSTALLATION MALL BE MADE IN ACCORDANCE WITH, PART LENGTH u' THE MANUFACTtNiER'S PUBLISHED INSTALLATION INSTRUC IONS AND 0.128' { THREAD LENGTH 00.210/.205' 1_-3/4' 1.750' 1.500" ® iTa SZ� THIS MIAMI-DADE COUNTY,NOTICE OF ACCEPTANCE, I FULL THREAD O.D. 2-1%4" 2250° 1.750° p DILL HOLES AT LEAST Y4'DEEPER THAN THE ULTRACON 2-3/4' 2.750° 1.750' Z 'E �EDMENI . 10.2. SEE DRILL BIT TABLE TO DETERMINE APPROPRIATE DRILL BIT 3-1/4" 3.250" 1.750" G g DIAMETER CORRESPONDING TO FASTENER DIAMETER. 00.150"REF. W� 10.3. CLEAN HOLES OF DEBRIS AND DUST BEFORE INSTALLATION HEAD LOW � +� n OF ANCHOR. DIAMETER 00.123'REF. 3-3/4' 3750° 1.750° S:S m 10.4. ANCHORS SHALL NOT BE INSTALLED BEFORE THE CONCRETE 00E .148" R00T DIAMETER DIAMETER 4' 4.000" 1.750' HAS DEVELOPED ITS DESIGN;STRENGTH. 0.25'MIN. , ]O.S. ANCHORS SHALL NOT Be INSTALLED IN CRACKED CONCRETED SUBSTRATES,AS DEFINED IN ACI 355.2. v. 11. ANCHOR VALUES LISTED HEREIN ARE DETERMINED TF8I000H T�S SMEE�. PILOT d 3/16" SLOTTED HEX WASHER HEAD H W H W TESTING EESPERFORMED.DATA AND CHECKED FOR CONSTSTB4CY WAH EACH 1 1'•0°.11•0' SIDE VIEW 12. REFERENCE THE IC NE ENGINEERING ETESTIN A TYPICAL SECTION HURRICANE �pER1/ri2VD0p&1 DU'M(06/21/02) #HETI-01-5069 09/37/2001 1 V-0"-V-0' SECTION #HETI-03-1127 12M2/2003 #HETI-03-1136 12/02/2003 #HETI-03.1153 12/23/2003 PMT LENGTH #HETI-03.1159 12M2/2003 CAW THREAD LENGTH 00.210/.205' NOMINAL PMT THREAD #HETI-03-1161 12/02/2003 30U SERIES FULL THREAD O.D. LENGTH LENGTH LEN #HETI-03-1164 12/12/2003 SLOTTED HEX HEX WASHER HEX FLANGE 1.3/4' 1.750° 1.500" #HET1:03.1265 12/12/2003 SS CAP HEX #HETI-03-1173 12/1z/zoo3 WASHER HEAD HEAD HEAD 2-114• 2.25(" 1.750° WASHER HEAD 2-3/4' 2.750" 1.750` #HETI-03.1375 12/12/2003 HEAD 00.150"REF. #HETI-03.1177 12/12/2003 f(''[� DIAMETER 00.123"REF. LOW THREAD 3-1/4' 3.250' 2.000" #HETI-03 C600 08/13/2003 S�G�jP 00.146" ROOT DIAMETER DIAMETER #HETI-03•C601 lz/19/2�3 �JJ REF #HETI.OS-A40 o1nu2D11 ue p3 16 PHILLIPS PAN HEAD PPH SHE'TI.06•A402 06/12/2 B 8t8:TI-08-A406 08j32/2W8 0HETI-08-A407 08/12/ ••• • • • • •• 1 1'-w-1'-0" SIDE VIEW BHETI.08•A410 OB120j1.?008 • • • • • • • • #HETI-08=A412 • •• • • • • • LARGE Sf#TI-08•A414 08/2 •• • • • • ••• • #H8n•08•A416 08/20/ • • • • • • • • DIAMETER $ #HETI-08-A417 O8/ @HETI-084428 ••• •• •PHILLIPS •• TRIMFT'T® PHILLIPS PHILLIPS 08 #HETI-09-A429 .78/22/2006 PAN HEAD FLAT HERD FLAT HEAD FLATHEAD ooPn�xr 0 HETI-08.A430 •8122/2006 - ill il[ #HETI-08rA432 8/20/2008 #HEn-08•A434 &i . .i .. i i 14-1821#HETI-8A438w • a #HETI. 2SCALNI #HETI-0"104 Nm #HETI- 01076( • • • • • • a HEAD STYLES 1 N.T.S. • • • • • • • • • • .. ... 0000.__..._............... -ju W`` Q •�. 7 MwnvOWYIB�-17iN7tldY a3wma v to aauoN a17-nam B' STNV aaLmNw Na)VN in m•m ri ••Lt. )aNd 0390-Mbw:m TOTES vi'HWom av�% ,tov39 O'i3I3N33a3AIb0 vkm 40£T • W> e n • �9ST7i'4`3&NMV=1M509T }�zlmxjowe'sj-)nc ddmofTiimwoat �V(1VV1 GtAtric s t eta¢an► 's •M= ❑ tJ o iwam wwoMost swu I Mal mlwtc�a t F• tY fV (V N J H '04N (V tV 6w tV tV N CI M Y .6y.J'�tV N tY M �"1 V' p �$v 8 _ £ZJ \v • Z p Q • Z O O O O N b'eV CC? 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O !+ YJ lit 9ta08d ,arylV #1w BOFO•Gt +FN•6Zg19t1dMfaottwv We0V09 WN o70 fZoVKMdFA �I+ tae�g-ri ULTRACON 3/16"0 ULTRACON ALLOWABLE LOAD CAPACITIES: ALLOWABLE LOAD CAPACITIES: ISPACING SPACING EDGE DISTANCE NUMBER OF EMBEDMENT" TENSION SHEAR EDGE DISTANCE NUM�ROF EMBEDMENT TENSION SHEAR INCHES DIAMETERS (LB) (LB) INCHES DIAMETERS (LB) (Ls) 1-78" 6d r 206 120s•�o" Q c 1-'I/8" 8d 1-3M" 270 120 1-114° 3.814' 12d r 290 __120 .�� '•• M . 12d 1.3W'- 270 -- 198 6" 18d 1" 180 _ 218 4�i sts/Q O 1" �• 1• 106 188 1-314" 5 --330 ,I��h70J gU 1.38" 186 106 3.616 P.S.I. 2-3118° S 16d 205 376 1.314" 605 786 , ^,g s 18d 1. 2.848 P.8-r 3.9/18• 19d 1-314° C175 6 C0NCREE'1• _.._ _.._ . CONCRETE' ..._..__. .._ 1.7/8' 6d 2° 300 120 1.1/8° fid t314" 5 ^7 N ffi 2-i/4° 12d 1.314° b 33/4" 12d _ r 465 710 G F 21(2" .3,_. _.fBd _ 1" 5 3'18" _ �.. 1" 210 450 b° 1Bd 1314' 880 850 N" }• 0 1-318' 6 r 8383. it 19d 1-314• 5 GROUT FILLED 2.12" 3.9118" 18d 1-314' 8 GROUT FILLED 2.112° 6° 16d 1314° 230 379 BLOCK 442" 24d 2-114° 6 BLOCK 2-114° 200 376i° 8" 32d 6 1.9118 8' 20d no- HOLLOW BLOCK 1-78" Bd 1.114" 1176 .LOYJlKOCIt 2.112" 2.114" 12d 7-114" 6 3.116" 3.314" 12d 140 175 8' 32d 85 115 6" 20d 22a 290 NOTE: NOTE. 9 'ULTRACON ALLOWABLE LOAD CAPACITIES LISTED HEREIN ARE NOT VALK)FOR *ULTRACON ALLOWABLE LOAD CAPACITIES LISTED HEREIN ARE NOT VAUD FOR S CRACKED CONCRETE SUBSTRATES. CRACKED CONCRETE SUBSTRATES. t EMBEDMENT DEPTH INTO 2,848 PSI CONCRETE,NTH THE V"MAX UNANCHORED �u WOOD BUCK LOCATED BETWEEN THE CONCRETE AND THE SIDE MEMBEREMBEDMENT VALM LISTED HEREIN CONSIDERS FULL z �+ n HOLL"BLOCK EMBEDMENT DEPTH DOES NOT INCLUUOE EMBEDMENT THICKNESS OF ANY WOOD BUCKS. BLOCK OR tN Oj 1/4 � ULTRACON ��555 Ci ALLOWABLE LOAD CAPACITIES: ULTRACON HEAD 00, SPACWO DIMENSIONS:; BRILL BIT SCHEDULE: o EDGE DISTANCE NUMBER OF EMBEDMENT"" TENSION1 SHEAR SCREW INCHES DIAAtETE: (Lg) ((,�, HEAD STYLE . HEAD DIAMETER DRILL BR p m 120 3116•PFH 0.343" 3/16" "DtmmR TELCO ULTRACON BLT 8 1.12° Us 1•FO 3/18"PPH 0.366" 114" ;(y°DIAMET@R TELCO ULTRACON BIT ❑ ISO 158, 1/4•PFH 0.480° Sji6" y"DIAMBTBR TELCO ULTRACON BIT Q( �••'� 4' 18tl 1.316" 280 228 2/4°TRIMFIT 0.414• 1. INSTALLATION SHALL BE MADE IN ACCORDANCE WITH THE 2,898 P.8.1. 1.314• 400 226. 5/}8•PFM 0.843" MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND CONCRETE• 1•1r• ed IIve I 455 316, THIS MIAMI-DARE COUNTY,NOTICE OF ACCEPTANCE. 3° 12d 1.314" 486 250; Lm 0.69V Oar 2 DRILL HO LLgES AT LEAST6fj, DEEPER THAN ULTRACON EMBEDMENT. 2-112` 1" 200 285, 6/16"TRMFTf 0.414" 3. C HOLES OR DESR15pAND DUST BEFORE INSTALLATION OF ANCHOk Sig 4" 16d 1.38" 375 386. 4. ANCHORS SHALL NOT BE INSTALLED BEFORE THE CONCRETE HAS fi 1.3w 475 40 DEVELOPED ITS DESIGN STRENGTH. t32,730 P.S.1HEX WASHER HEAD 9. ANCHORS SHALL NOT BE INSTALLED IN CRACKED CONCRETE CONCRE E•t 2-12+ • • •'r• • lop• • S'Ns•• - 316 HWH DIMENSIONS: SUBSTRATES.AS DEFINED IN ACI 3SS.2. a GROUT FILM° 2.12• HEAD STYLE ACROSS FLAT IWASHER DIAMETERg� 4.111• • 11114 • !•114' • 410 260 -+ RE k 1" 244 140 140 3/1b"HWH 1/4' 0.355' S6 { 1.1r Off 1'1M" 140 100: 114"HFH S/18' 0.626" 140 HOLLOW BLOCK 1/4"HWH 8/16' OATS' 881 2-trr, 16o • •• 140 t4-1821 • •••8"..�...._.. • 298 1/4'300SSCAPHWH 5/16" 0.480" ree aAeedlePkNao NOTE: • • ••• • •• • • a/16"HWH Stir 0543° A0°�q°D 110 'Id.TRACON ALLOWABLE LOAD l�IEB L }fERIINhE:OT:ALIE F(M • • • ffi CRACKED CONCRETESUBBTRA INAC1388 • • • • S/18'HFN 5/16" 0.485" p • • • 8 fi£MSED1 IESU DEPTH INTO 2.8413 P81 CONCRETE.WITN THE F/a:MA7(UNAN�FiQ)1ED V/DOD SUCK LOCATED BETWEEN 1H£COWOET AND THE SIDE MEMBER '•EMBEDMENT VALUE LUTED HEREIN 8I FIR1. EDk1EN'I TO CONCR£E,GRWI'FILLED BLOCK OR HOLLOW BLOCK EMBEDMENT LTH INCL IA D Bl�KB. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • i MiAM� 'hIIAM-MDE COUWY,k'IO A $ MODMT C�O�Nc1Z�Yt.OL.SEC TAT •t..t 7.I.A1.tA1lY/'�T.Q TDCYQ� .Ae i i W5J��LD Sftuem t �p r)irr�,xce•,� a V7C 1Sl+LKJLk1iVAF Kif/awe..vtva.awv,.................�+ �-- /�yQL�31�� •f�ovJJtS"'�. 77 BO"D AND CODE ADWIYMSMTIONDI ION r\?••••� l WWW mm mi a . t►v . Nt?TIC'E OF ACS PGT Industries,INC- 1070 Technology Drive North Venice,Fl.34275• ►JVVA'.Ii^, - L_!� .......f .«.haw 4Zan 7ri.O1iA611�A 1'4t � T . �g he use of conoreci on materials. The documentation submitted has been rev mem and accepted by Wbmi Dade County - Product Control Section to be used in Mam!-Dade CC unty and other areas where allowed by the A Having Jurisdiction(Alm. �_ .._a,3 L..t� •'f'L.. ?.T:.....:_31eito C°eant94'k) This NOA SW not DO vam miter ukt= tsspuulm" auuw ,,.,avji. ..... .....w.. ....... —_..y __ Control Section(in Miami-Dade County)arid!or the (m,areas other than bdiamiDade County) the right to have this product or matortal tostcd for q lity wourance purposes.if this product or • 1 (rails to in the accepted manner, mane r will incur the expense of such testing and the may,immediately revoke, modify, or suspend the use i such product or macer%wuuut utalf i -- R.ER reserves the right to revoke this' acceptance, it is determined by Miami-Dade Countyuct utt Control Sec tm that this product or matmial fails to the requirements of the applicable building e Tule'nr^A%%&t le nT%nr^vM aC Ae-*&nMd herein. and been dine.to comply with the Florida Btag Code,including the Velocity Hurricane Zone. DZSCRUrno1q..Series"PGT"Clipped Extruded umiumn Tulse Mullion-Y.-NLL APPIELOVAL IDOCEIMM: Drawing No. 6300JR,titled"`ict-Resistant Aluminum.Tube Mull- , sheets 01 through 25 of 25,prepared by manufacturer, 08 dated WI lwith the latest revision dated UI&W D, sighted, sealed and by Anthony Lyon; Miller, P. E. bearing the Miami bade County Product 1 Revision Section stamp tivif#t the Notice of Aecepta ce number and Expiration date by the MISSILE IWACT RATWG:Latae and Smallmile Impact Resistant LABELING: Each unit shall bow a;;permanent la with the manufacturces risme or logo, city, spa and fnile+l�riria statement: "Miami-made Cour Product Control Approved",unlow.otherwise ed tis,, .... RENEWAL of this NOA Shall be cousidetud after renewal application lass and • no change in the applicable building code negatively ffecting tb a performance ofjbi%pwdtt V.:..• ' ...... TERIYI WATION of this NOA will occur after the imbon date or it there hat It revssiotror .. ....: in the materials,use,andt or manufacture of the ct or process.Misuse of tlds*�iC3*as aQ t • of any product,for sales,advertising or any other shall automatically •�'* this'Nid�P um:..' •.,^.�n«.,+.h,.�r:�:a»a.ea stint+of t tic'I N d a121I ho esm .fhr terminatinn Arid teiTNS�� A. Go** •....• ADVMTMbWT: The^NOA number pre by the words Miamll-I. d+e.a.=tty, Fioriand followed by the exp'-ad n date may be displayed . advertising literature. If dhy pdktion is•••• displayed,then it shall be done in its entirety. '..' �•••. INSPECTION: A copy of this entire NOA shalt' be provided to the user by the meant(O* its distributors aril shall be available for inspection at th job site at the request of the Building Official. . This NOA revises NOA No. 13-0815.05 and cons of this page 1 and evidence pages E-1 and as- %YOU as appruvat tWUU Mui utcltaiin�u auvra. The submitted documerttatian was reviewed by Ji im�-D. con,P.E. i1iCfA M.t44 Expiration Date: May ' 6 + 1C• 1$�I `,r� �" '' Approval Date: Yebraary12018 1 1 i PGT Induaiki e-1 Inc. I NOTICE QF-Acon : EVIn CE S A. DRAWINGS 1. Vannfacturees,die dravins and sections. (Submitted under previvms NU►A No.;1"819.05) 01 2. Drawing No. b3tI0J1t,titled istant.Alumimm,Tube Mullions", tbrough 25 of 25, prepared b man• , dated 08/29!11 with the latest On ,�4 Y ,. .._..._-.__.r.....w a,rtta... p 'c dated 1,+1.1!'1.911,,signed,$mcu Auu Uy tu"-vu,Y w—" x,...w,.w,..... B. TESTS - r-.+"w Orft nn- 11 Ai*r Tnf ltration T ver FBC,TAS 202 94 �. ---- --, , 2) Uniform Static j Pressure Test,Loading Per FBC,TAS 202 3) Water Resistance Test,per FBC,TAS 202-94 ' 4) Lange IvTiissile rin 3act Test per FBC,TAS 201-% 5) Cyclic wind r I. UU39 pro cru., x n�A V_ -•-* 6) Forced Entry T ,per FBC 2411.3.2.1,and TAS 202-94 along with marke"p drawings installation diagram . of clipped al -tt._.._ .., A �.v, �ow.�:�t4nn�'T p,-Mno T ah_ Tne.. 'Gest Report NO. F4TL (samples A-1 thm E-1),dated 02/2 11,and addendum letter dated 05/05/11, si and sealed by Marlin D.Brinson,P. fSubrnitted under previous NOA N 1U-�7819.US) C. CALCULATIONS 1. Anchor verification calculations stxuctural analysis, complying with l 10 and Wiin FB—C r,ul�xun (Lr{ili), is wvj ausisaw+.wvs,.avw, ►_, __ and sealed by Anthony Lynn Miller" P.E. t� n7TAT.TT'V ACCI'1RANCV. 1. Miami-Dade Department of Regals tory and Economic R.esmyces(lam)•.... . .... ...... .. .. E. l!9[A1t'RXAL CERTMCA7CIONS •••••• 00000* 1. None. 00*0 •. •• . • . . •. •..• F STA7C"EMENTS ..•• • • J A%P"%.....1`Z!0',•A"%"...:..1 iv,4 n F/►Yfr,aYfhP kA tmt��t7ftllx d�ii1 t�1L? 1. ,Jl(aLbLiilw{tb Av444u VJL +.+w...Avww.v wvy _ d •v �.•• 5th Edition(2014),dated 11/03/14,signed nod gned and sealed by AntbvWjynn Miller, E. •' 2. Statement letter of no fnn� ciai . terest, conformance to *a dDmp4Wg: • FBC 2010.dated 06/06111,signed and sealed by Anthony LyW4iller,p B. 13-Y•. 3. Proposal issued by Product Contro to PGT Industries,Inc.,dated.0$/08'!4>' Janne D.Gascon,P.E.,Product Cc nfrol'Section Supervisor. ' e D.Cases P.T. Product Control Uction Su r NQA No.14-1 Al Expiration Date: May 2612016 Approval Date: February 2015 I PGT Indust.Inc. . NOT-ICE OF ACC PIAN <° E ID CE SUB F. aFrATEMOTS(CONTUV=) 4. Laboratozy addendum letter for Tw Report No. FTL-.6443, issued by Fen 'on 7.... .�..s•...Zl1t1t�S/Y 7 ain�e+�mrj .R.ea1p�lsv3tR'arl »�'! Flri'f'lcA7!- P-F._ 1 GJLJL�f,JriLU,,itib.,MNNrav✓.v✓r�.r.,v vw.«..w..�...�.. ..� .......^_---- .._. . . (Submitted under previous NOA Na 11-0922.1X) 5. Laboratory compliance;;letter for T Report No. FTL-6443, issued by F 'on Testing Lab,Inc.,d 02/28/11,si ed and sealed by Marlin D.Brinson,P.E. (Smbtttitted under previous NOA No 11-0922.01) 6. Proposal No. 10--10 R, issued b3 BN'C to PGT Industries, Im., dated 01/0 11, sib by Ishaq I.Cbat da,P.E.,Pro)uct Control Examiner. - (,Judlttlllelt 1lrlRerpFevivu.'trv�slry AA—v'yf.vJ G. OTBZRS 1. Notice of Acceptance,No. 13-0815. , issued to POT bdustries,Inc. for their GT Series Aluminum ClippedMtttl 0 --L.M.I,",approved on 11/31113 and exp" . on 05/26t16. - 0000•• 0000 0000•• 0000•• • • • 0000•• 0000 •• • • • 0000 • •• 0000• 0000•• ••.. 0000• •• •• 0000 0000•• 0000•• • • • • • • • 00000• 0000•• Jaime D.Gascon; .R. Product Control Section Sage r NOA,No.14-11 01 Expiration mated May26„ I6 Approval bate. 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T �or0 1038 6 ' Cde�AdlYiPIliTtf?TABLE}OPYiEE iEiECiEO !OJ L6]11pl4ALYB tDA6WISNIA.iANmm Q%m=N wHm W Y BEWWEO7084 XmV .. Aif A�• TMMNM f}SE8SIM11MO1STINJCi1W18ONll�t Tt TA81ES11�8H&ET28FOi ORMATfAHttILOMTtti r..L2w-1 sEesHEffrs�ePoxc��Ha.rastrAtu►n�a�r►w»� �pOQ�e l� 2}4OB:AtWTE>6 WTIMIBETWMIW1lLLEIOMMMICPO"WDY1MISALLOWASLE S}48Adi MARC LtiALtON CL863 SNOiYN AI tE PST TOSOLE.FOR EXACT�3 SFIDWBIO109H4 BT821.83. 2.118' ®� HOiES1DGEOMLEOBt fllE F Idt�LCtAWEtiO&AH ?AL FWBTttXff iiiitilflitltt J P •BNOYV + S1 E0 J1PPfK?JOMATBHOiBLOCAFIa� .125 LL AMECWMUSIBEUSEOMPAM •• ••• HOLLOWMMGpojrFRL� • • THSlENLCAMFCRMT 70AWI CSD-WCATtWt4 s9 �¢Elt`F•.., �. • • 0 8HALLC06t�RMTOA81tAC8Q.YVOOO tAlL1 PRESSummMxt Eb /O1Sti�'1.65 At1A�A1MS�fkL8968MTB��AA196�19AA OP.1pb' Fk 587x5 ' •• ••4719421 MA t87AOE33AFW TtEIXL(48t1AUQE}31frilCTVNAIEIEELTOBBAi 12rxWi•X.12d•l ttOH :74 •• ••p,�H2rTM�A1 V Q ViTOMTAL! : •. A '418S.g WTW�ADSBE O ttLiE$fA1FRAbBALiON! • c i • i i•• •• i• i i `��`,�,�jC$1�11�A1 ti�'ti'�i•�` •• • • • • • • • • • • A.LYt9v 'tM B.E. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABM 16A 16sOeat6kWaol�i TBb1f - �Opsr t '•)•t tlatl�It6aLa " aasot.I imp look • soft sea b sop sob isop �01� 4 6 stsb'b0 t t1a�a L•w t tomme tufa0' tamp uvea ave SO t Le,Qi9 5 t0 u K 111 1 1 ii-2f1IiW 11 ff ab 9mA tAm 4s6 mm TSS ta$ as Imo 444 t70.s 6a imA W 170.8 610 flea 11% 1f" 621 t70A 7aa 110.e 63I A0.• to R0.0 f tm$ Rab mo E9! itR9 t7m 9TG9 tN bb i10.0 mf AGO mime 0 10.6 sot AQQ bet fmA 454 !m0 1111 640 461 f}Ge,7Jm NQe sot in0 all BOA 641 "n I= imA 840 1a0A PAt i500 844 114.$ Im lmto 5mb 17815 74f A6A 803 tTG6 8f8 1T0.0 831 imA tM MO sod 110.0 is file VA 1ms.Im m JR %1a t4i5 tmA t64 f146 �' tt4A = tilA INS 1mA 7s6 1991 aR3 i1g 'a 6/N 140 TW B0.0 BB 1140 460 BSA 691 170.6 1114 fm 945 140 f274 ti0.e 888 MA fa60 ti4s soi 1SIA tiba UOA 8% f40.8 tam 1ms 141 1441 ta43 120.0 66t A2 aba 1me iO 68b 17sS1 44S it4W TQf St0.4 1441 1}6U1 2a9 1871 f214 tmA 676 1441 ga'A0.e m au taq tb8$ 8s8 a6$ @ib tdii sm S11 {916 tsot 46S SOA - ti4.1 611 '1S tam a0.! BSN /TA0 60@ 1Me T46 f94S lit8 1me 8% 02 1M a16 II a 1318 1N0 t49e 4a 1t46 ttde atA 896 Of 1160 1152 6S6 BA ifb0 i:67 bTt 161 !Iso to60 bm C17 1160 f182 � soN AOA 174 AGO M 1641 "a 1611 Bat WG4 ma ime 665 1141 1016 ialt = We 41.5 5066 ft8$ 650 F4.4 as 1411 610 6SA 10th 1044 6U 11:1 1044 ala n �, P J2W imA Bm sas mi im KO l240 7a WO L60 116a las 460 as 1440 m 70.2 890 as 7i4 944 464 689 760 641 ae 10.4 601 m 70.8 ea ta0 640 411 i16 sob 1f0.7 760 t20.1 896 no no =A em 461 9m 40,1 so741 lm 41s 4% NA Yah 1sA 6+3 aas 700 757 ea 50.4 9a 81.1 tw StA Tm 811 aro 771 940 s#A 119 « d MIINA Jm Im W as TEO 00.1 BRI 741 7m BBA sa Ba2 No 7T./ 621 046 he f0A W soA tm ast a54 tea TSO aAi sod 310 760 682 816 SSA me 406 560 O' "m1 Tti1 660 711 am 44t 084 sT$ At 671 6B6 hes t61 a S 6B3 166 4m- N11 601 uA sso 0ett bol a4e 663 a12 a2 261 t6a ala 4R6 S9A ass 61.4 Isl -- bBh 618 194 61.1 4p Nl6 6/A 166 SSA 406 <!8 O71 194 aA0 tlt as$ 414 a0d 416 811 Sf6 812 404 816 N6 211402 140 �4 211 took ur as KA %a a14 sot aa1 as 241 aN a1i ata 24i as 971 sa 212 a91 24.4 007 244 861 291 am AA sol 117 8N aA sol 1TA as ` Zak aA4 as sos :qa at6 Om no as 271 a94 .216 12d 24e am 21a as0 2tA ate 916 Ba tAi am 20.6 ate 140 am 10.9 aso s 126k a8,i 811 abs HO4 0 31Y 246 W 247 817 iib 140 aA too 2m ro• aR 171 ata /ak 111 92e QA 2m A6A:I�tOAPACiiY�IOJIMgITfDWM18A1 � -a -- .. A , .. �► m (A'r ue6s Na Efoo tN•89Qco aamw ansaw mbrp9 �i�A "RMMY 4OTOAN AASa7N,. 30B'aeH•rae,® tMt1e1>�eta ° at�'vaslroca+ WWatraaao. gircae Amodtatx 8sax a•eeE061 su•aba8 118E'(t0st�0>t�LATO0B1AtVT1E:y155R1QA ,1n6bwt4TpDatten+s atrt r ALiMLVRE elf SUM r 1m r aur sty y E� > tW t • 46i INIIEtsR stom l[m t ► • a►Ite 150 Mat dPACITYlR�T185TWIMOV"SELEGM 1 Mla ai ab , tao•a ®s 61s 4a W, , t ee M S00.Li�LRWBLYIt;IOAdT�41tAtFq�R i ! 2c6 , t as 4Jalb. , CIPACITYY8190H16AYBEUMTOOAMIFY AI�DITiDNAl ANC24tROPT60NEifm Im AI N2{OR CAPAC6T/TAMLAft �•,�� fKiti L d*• TABW i • �� yMSMETs�WR TA�I.FUSING AMON s18KSS11EET26FORBSFISRNAT�Rc4ttOA4) �J 1itu� iR,wREx 4IR9JTERPGI�AT1O�6ESET�IY�E�EMSN`Wti.L..E3I61C.iTtMA1ENCROP1OtS5OW�T1S�AtT,OWABIE, • a2r t�P�d;,��(s�.,, 8)MULL'06!'Ad�M16YL1Oe OLII . fTosCAuf F tt ACTF IE4 .E EEEEi82123 ,��a�. ' 'F';�p�''•� El Ell t96LEs1OBEOMLLEA,BfTHEFMKOiWit OIIALR8W4Gf Ssoo4PfONM1T82M -•34• 4' T:Lm1ELOCATIQ N8 80° W Eat;06 ' rte sAuttc l c 'bAcw soi s M.l OUJOWAND DIV IPT4 1M ff3tlRE9c OOT :TEEIL�KWItTIt, tHAMOr-)ALA fOAMIHA HALL 63.15 OBEA T4 OF-1 Ell I • • yELLp19'i1OUTHBIN6 . ATED YMHAN6161OF)�ALl 71RdEHAC6 0089TH t Al t41NIA ELTIO �'sAY �� ffis 0cTEELTOBEAT !� 1 . `• �i� � 8 t �EEREEt.tB888.QR6f0E18. ., 1 .......,• •• • • • • • • • • • • ANc,T.E CLQ{F2:N]ftE8 i-VM>9T BUS»6N6 A84.4. ••i i• : ••• ••• ••• A fL_A M ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 18A -- 6T•11�•ataR6t --_. tr N 606 ffik • 781s o¢ Ob Mb HOm 1201 tisk A48`/$ L1i4a0 Les8330W 1N toadm40 Lss�O t�4 L ' Lsa�m �0 -Ifiwt� ai9 me ere.+m4 as im N4 u54 am;an is ilea 800 a1a0 SO 190A 6t0 R40 >,re tme 691 114e 1Na 1740 !Qt ,m9 tilt 'too rat MCA •tab 1m9 ffiS 1a4a8 fen ital sit l-i TW fmbX7d2-m Q& t1aA Tae 1mA 649 1mA 86e me 644'HOO M2 t14o aM 1me fia9 tt41 661 flee lata tm9 ffit tldt0 141r t80 ► t04 060 ItBA tmA ap t4A H71 flea a6) at.6Hb flee 1N me in ma aro 1t6A 671 �HOA 48(9 ft0.0 tlK f10A lfa6 17010 723 flee � HOA w INS t40t ImA 769 HLt Hb't T40 7b8 106.1 �! area tdb a 44 1664 1140 T A mAs His AOA w W* OQ imA a s no 691 Mo aim tm9 Tt1 amA ftra /mA era am9 4114 t10A aw 1is2 iaa 1mA ala ta6.i HO6 140 I33i 1108 Alm flee NS itA t+� 9140 ali 1: laky ams 805 tmA 7Bt tt0.0 teA Hao mt me um 1140 ata 16Li tale 1T80 Dai ts0.t Sa00 imA era ita3 16N isA6 air fele aw 1611 m 8sa l9m HLa t33t 10.0 1800 160.1 aG QSN 1170.0 fee 1r6- Nf 110.9 5186 150.0 660 142A q flee 0(0 Uro liar't8L6 959 t20.7 to tt2A 1+M ftiA S41r ltii 45A OeA 914 1Mr It iM aST ala lob H0.0 ON amA M Me 110 1m4 006 W4 tfm ta0.r 948 "&V Ilse 14L1 616 tia4 1490 a133s OR fete f/r0 moi 9H I40 1100 i; 900 MY IHO 9%9 993 ,'a0 1190 siz 162 1 f4is 96l9 1010 taeA a» ta1s1 1040 tlis 6b0 1894 46m 12JA d12 1819 t0H 1143 alta 14m A16A 611 a0.a tOro 099 tot OLS 1tm tOA 789 Ora tm0 ffia tae i99 1810 ffi3 i48 mk 4ar4 000 1194 1ffi 110.6 610 1240 m 041 006 iQtt 261 SAO 806 ISA T40 t0.i 906 842 tae 00.7 000 ffi.3 790 ffiA 946 T6T Tt0 10.1 900 712 110 pdt at8 m4 _ at6 10.1 a%t 613 i'ra q mk S21J am tm 861 1001 ml 1t44 Tab 130.1 984 Ota Tt4 10.4 66{ 159 7q 100. 991 m4 700 079 961 T6:t eat bee sm 90.1 461 80.1 661 aLa R =,6Qh - _ OiIX '611"" 60.0 eia 17:1 661 60.1 ass ffiA e11' 99.7 -960 6&t., 8a. 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