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WS-16-405 V. ` )� •► Miami Shores Village Building Department CETVED 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 7BY: (f ,$ 2016 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 tit S4 BUILDING Permit No. S tj(j5 PERMIT APPLICATION Master Permit No. Permit Type: Electrical JOB ADDRESS: 1110 WE IOCv 3T City: Miami.5hores County: Miami Dade Zip: 3313 8 Folio/Parc,fr. 11 =1�I�lo' ©05" W(40 Is the Building.Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): CATOIE:701"E .eALr->W1Q Phone#: Address: IZU PIE7 1Q(v 5T• City: 111AXA1 5"Mt�',5 State: Iyu Zip: 33134 Tenant/l.essee Name: Phone#: Email: CONTRACTOR:Company Name: FLOEJOA 44Cnt. t)1PQOVtE:"L 4r Phone#: g54-1q•zyyi-5 Address: L1010 —►W (nO Avg• City: W0tayea000 state: FL Zip: 33,3)2 Qualifier Name: UJJ01NE- T• ayeN V' Phone#: State Certification or Registration#: CS!)CQU i8 qo Certificate of Competency#: Contact Phone#: Q54"19 Zu'•I 15 Email Address: pey m APS e �hvpy o d vcA5 . to rn DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ I3 t 4 4 5 Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration ❑New _�dRepair/Replace ❑Demolition Description of Work: 1?r7Pt A CC C) W I NOCUD5 W 11 rl PACT S 1'Z E EM 51 Z,t �xx��xxxaxx�s�s+s��x��a�xs�a��nxxxxxxxFeesx�x�x��xxxxaxxxe��xxe�x�xxxxxxxxx�xx�x��a Submittal Fee$ Permit Fee$ G. CCF$ 0 CO/CC$ Scanning Fee$ Radon Fee$ 2 `�� DBPR$ Bond$ ,0 Notary$ Training/Education Fee$ 0.60 Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ ' ]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. Ik Signature7� Sign Owner or Agent Contractor The foregoing instrument was acknowledged before me this IC) The foregoing instrument was acknowledged before me this la day of d ,20 0b,by Cb-T1 EX1 W� ,B1stb�1 M day of F ,2080,by WW"E T• bkD E P R; who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOT:;; IC: NOTARY P L : Sign Sign: Print: �ry 0,0.0Ar Print:- My Commission Expires: a�;:a °�� AN ONIOW � My Commission Expires:RNANa ye * * MY COMMISSION#FF 164915 EXPIRES:October 1,2018 I" ''�oF�.o�``O Bonded Thru 8 xx�xxxkk�x�xxk��xdk�kkxdxxx��ax�� dkxx�kx�kxxxx�xx��+��+�xa�xxx� x�+�xaxdxkxk� APPROVED BY d L Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756.8972 Inspection Number: INSP-256444 Permit Number: WS-2-16-405 Scheduled Inspection Date:April 08,2016 Permit Type: Wlndows(Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: BALDWIN,CATHERINE Work Classification: Window/Door Replacement Job Address:126 NE 106 Street Miami Shores,FL 33138- Phone Number Parcel Number 1121360050060 Project: <NONE> Contractor. FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 9 WINDOWS WITH IMPACT Infractlo Passed CommentsINSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-252789. Failed Correction a Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 07,2016 For Inspections please call: (305)762-4949 Page 23 of 27 CLIENT INFOfRMATION PROJECT INFORMATION SPECIALTY ENGINEERING CONSULTANTS, Inc 199 FLORIDA HOME IMPROVEMENTS BALDWIN RESIDENCE `5 E#2 AVE 4070 SW 30TH AVE 126 NE 106TH STREET, W&AM FL 33426 HOLLYWOOD, FL MIAMI SHORES, FL DARE — BROWW — PALM BEACH MULLION CONNECTION DETAIL FL Q' #009217 561 — 752 — 5440 OFFICE 561 — 752 — 5542 FAX GENERAL NOTES INSPECTOR NOTE 1. 1"x3.125"x.5" ALUMINUM MULLION. NEW STRUCTURAL COMPONENTS WERE 2. MODIFIED MULL CUPS DESIGNED BASED ON THE FBC 2014, BUILDING CODE AND 3. (2) Y4"0 x 2 Y" TAPCONS, MIN. EMBED 1-", MIN. EDGE DISTANCE 4. MASONRY OR CONCRETE CORNER. ASCE 7-10, 175 MPH (3 SEC), EXP. C. 5. (2) #12 FH SMS PER MULL CUP ATTACHING 1X3.125x .500 ALUMINUM TUBE TO MULL CUP. 6. WATERPROOFING, BY OTHERS. EXISTING P.T. 2X8 MEMBERS. 36" MAX. 1" 2 MULLION CUP ANCHORS SHAD_ BE INSTALLED THROUGH EXISTING 2X ADD Y4"0 x 3 X" TAPCONS S1 INTO MASONRY/CONCRETE STRUCTURE 8" O.C. AND WITHIN 2" ; NEW IMPACT WINDOW. FROM EACH END. (1 -" MIN EMBEDMENT AND ' 2}¢" MIN EDGE DISTANCE) EXISTING WOOD/STUCCO INFILL I' 1"x3.125"x.500" ALUMINUM MULLION EXISTING MASONRY STRUCTURE. I � I i MUWON CUP ANCHORS SHALL BE .-........_._.._1 - 1.. ._ ___. --�---: 2 INSTALLED THROUGH EXISTING 2X S1 INTO MASONRY/CONCRETE STRUCTURE 1 GARAGE OPENING ELEVATION S1 SCALE: 3/4" = 1'-0" FASTEN CUP TO MULLION W/ (2) #10 x 1" FH TEK SCREWS 2 2" " EACH SIDE. " g FASTEN T0: 0 0 ° *CONCRETE STRUCTU FT W� (2) J"0 TAPCONS ° 1 1" MIN E DISTANCE) %% eel .•.. ®®®® 1"x3.125"x.500" ALUMINUM MUWON %WAD R� �(�,° �'�s.s. N 770 2 m 2 MULLION CONNECTION DETAIL. 0 S1 SC3" = 1'-0" _ AU� T e "'till f w%%, i Miami Shores Village a 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 i Expiration: 0=412016 Project Address Parcel Number Applicant 126 NE 106 Street 1121360050060 CATHERINE BALDWIN Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell CATHERINE BALDWIN 126 NE 106 Street MIAMI SHORES FL 33138-2037 Contractor(s) Phone Cell Phone Valuation: $ 13,495.00 FLORIDA HOME IMPROVEMENT (954)792-4415 Total Sq Feet: 0 Type of Work:REPLACE 9 WINDOWS WITH IMPACT Available Inspections: No of Openings:9 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $8.40 Invoice# WS-2-16-58683 DBPR Fee $2.85 02/12/2016 Credit Card $50.00 $303.10 DCA Fee $2.85 Education Surcharge $2.80 02/26/2016 Check#:21987 $303.10 $0.00 Permit Fee $190.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $15.00 Technology Fee $11.20 Total: $353.10 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, tatements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done b either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDO DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing info i is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the contractor to do the work stated. 1 11 February 26,2016 Authorized Signature:Owner / Applicant Contractor / Agent ate Building Department Copy February 26,2016 1 INSPECTION RECORD STRUCTURAL PLUMBING INSPECTION DATE INSP INSPECTION DATE INSP INSPECTION DATE INSP Foundation Zoning Final Stemwall ZONING COMMENTS Rough Slab Water Service Columns(1st Lift) 2nd Rough Columns(2nd Lift) Top Out Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing Sewer Hook-up Bucks Roof Drains Windows/Doors ELECTRICAL Gas Interior Framing INSPECTION DATE INSP LP Tank Insulation Temporary Pole Well Ceiling Grid 30 Day Temporary Lawn Sprinklers Drywall Pool Bonding Main Drain Firewall Pool Deck Bonding Pool Piping Wire Lath Pool Wet Niche Backflow Preventor Pool Steel Underground Interceptor Pool Deck Footer Ground Catch Basins Final Pool Slab Condensate Drains Final Fence Wail Rough HRS Final Screen Enclosure Ceiling Rough Driveway Rough PLUMBING COMMENTS Driveway Base Telephone Rough Tin Cap Telephone Final Roof in Progress TV Rough Mop in Progress TV Final Final Roof Cable Rough Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final MECHANICAL ADA compliance Alarm Rough INSPECTION DATE INSP Alarm Final Underground Pipe DOCUMENTS Fire Alarm Rough Soil Bearing Cert Fire Alarm Final Rough Soil Treatment Cert Service Work With Floor Elevation Survey Ventilation Rough Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate Pressure Test Spot Survey Final Hood Final Survey Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum MECHANICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm Propech Application - Miami-Dade County Page 1 of 1 ko PROPERTY APPRAISER Summary Report Generated On:2/3/2016 Property Information Folio: 11-2136-005-0060 ......... ..........._................ �h Property Address: 126 NE 106 ST Miami Shores,FL 33138-2037 Owner CATHERINE BALDWIN Mailing Address 126 NE 106 ST MIAMI SHORES,FL 33138-2037 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 `' , Living Units 1 .-................................ --...... Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,629 Sq.Ft Taxable Value Information Lot Size 9,225 Sq.Ft - - 2015 2014 2013 Year Built 1939 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value $67,5511 $66,6191 $64,896 Land Value $163,894 $154,253 $87,509 School Board Building Value $113,434 $110,554 $110,609 Exemption Value $25,000 $25,000 $25,000 XF Value $17,116 $17,295 $17,472 Taxable Value $92,551 $91,619 $89,896 ...___....._.__._.__ _ city Market Value $294,444 $282,102 $215,590 Exemption Value $50,000 $50,000 $50,000 Assessed Value $117,551 $116,619 $114,896 Taxable Value $67,5511 $66,619 $64,896 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $67,551 $66,619 $64,896 Cap Reduction $176,893 $165,483 $100,694 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous Price OR Book- Qualification Description Homestead Exemption $25,000 $25,000 $25,000 Sale Page Note:Not all benefits are applicable to all Taxable Values(i.e.County, 07/01/1990 $95,000 14617- Sales which are qualified School Board,City, Regional). 2667 08/01/1976 $1 00000- Sales which are disqualified as a result of Short Legal Description 00000 examination of the deed DUNNINGS MIAMI SHORES EXT NO 1 PB 41-51 LOT 6 BLK 201 LOT SIZE 75.000 X 123 OR 14617-2667 0790 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp:/twww.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 2/3/2016 1 ♦ 5 i t® 4 1 1 i t a BPedaBY F- 9 Camuftenffi,Inc. b V a 1 5 ISMSN30Avemre,Su0e 020 �`� :�. Dad.Bwpdm Beach.FL 13rawrd Fdmllmdl a a A 334326 �' Risk Cat 163 156 156 I.ow rill•tohumeae sheds FL Risk CA2 173 170 170 F Re"U m M 5 g W 'sal 1� Risk Cat 3&.4 186 1 180 I 180 Eseemial Fecilitim !C P:=q h•(01p-Cep -n 1 charmcorwAde wind measures based on the,mean roof heW AM dM m0 exceed W4r. m 2 are for an enclosed buMndm dadtms or bn resl�nce . V(mph) 173 1620F13Cf HVH7,or Fig.26.5-la 3 User shill doWn*w lire mean row Move +Roof P Cdegm7 D Table I.S-1.pPV 2 4 6M zare dlsWco Is Ote lessor of id%of longth,10%M WON or40%of the mean roof heW and not less Um 3'4' 1.4 C Secdas 26.7 S O50%of a cmywmmd Is In a parkular zare then amt cwwwmt Is considered to in zone w1h the of Ore area.a Oren In Zone 5 40 Kd 0.83 TsMc 26.61,l�250 6 Each window door,n u Don has a area that Is arae m be used.Area of cmmmft m mm"down but stall not be less than 10 sf. Kat t Fi oe® 26.8-l,psge252 7 For NOKsOmt requke aM-10than Ore values Bated hereln bW 1.18. OCpi 0.18 -0.18 0.55 1 8 11Mmipressures we based on AOoaable dress O of roof 3/12 14.0 degrms 8 herebl ere vW for O and C end D.max roof -M deme 14.0degrem 10 Cimrm end vakm Bated herds ere w#1 whm amt sealed FE ON214 or Mark PE 035883 or Adam D. PEO77012 11 IMW design presswas are calculated m axaedmxre wtl1 ASCE 7-10 MOW 2 12 No reducfmn is taken for dopes less than 10 Am Ofoomponat Arm cf Aresofcomponent Area ofoomponont ArecofCoMpamoul Arecofomnpopent Arcaaf d Arca ofamupopent R3663 Arend' 15.0of 20.04 25.04 30.04 35.0 d' 40.0 of 45.04 $0.0 d' 0d 60.0d Moms Roof 4 Zone5_ 4 S Zare 5 4 S 4 4 are 5 5Zane 5 Zone 5 40.1 40.1 8.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.834.4 35.0 35.0 15 4 -53.6 -42.2 -51.3 -41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2 -47.3 -39.8 46.8 -39.4 -46.0 -45.2 -38.6 -44.5 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.335.9 35.4 35.4 16 -44.0 -54.4 -42.8 -52.0 -42.4 -51.3 -42.0 -50.5 -41.6 -49.7 -41.1 -48.9 -40.7 -48.2 -40.3 -47.4 -39.9 -46.645.8 -39.1 -45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.836.3 35.9 35.9 17 -44.6 -55.1 43.4 -52.7 -42.9 -51.9 -42.5 -51.1 -42.1 -50.4 -41.7 -49.6 -41.3 -48.8 -40.8 -48.0 -40.4 -47.2 . 46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 Al 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -33.3 43.5 -52.6 43.0 -51.8 42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 40.9 -47.8 40.5 47.0 1 40.1 -46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 AS 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 -43.7 -56.4 -44.4 -54.0 43.9 -53.2 433 -52.4 43.1 -51.5 42.7 -50.7 -42.2 -49.9 41.8 49.1 41.4 48.3 41.0 -47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.3 -44.4 1 -53.7 -44.0 -52.9 43.6 -52.1 43.1 41.3 42.7 -50.5 42.3 -49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 45.3 -55.1 -44.9 -54.3 -44.4 -33.5 -44.0 -52.6 -43.6 -51.8 43.1 -51.0 42.7 1 -50.2 -42.3 -49.4 41.8 48.5 41.4 -47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 -45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -32.3 43.6 -51.5 43.1 -50.7 42.7 1 49.9 -42.2 1 -49.0 -41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.4 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 1 39.2 38.7 38.7 38.3 38.3 23 -47.5 -58.7 -46.2 -56.2 -45.8 -55.3 -45.3 -54.5 -44.9 -53.7 -44.4 -52.8 -44.0 -52.0 433 -51.2 43.1 -50.3 42.6 -493 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 1 -46.6 -56.7 1 46.2 1 -35.8 45.7 -55.0 45.3 -54.1 44.8 -53.3 44.4 -32.3 43.9 -51.6 43.5 -50.8 -43.0 -49.9 -42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 -46.6k44.4 46.1 -55.5 45.7 -54.6 -45.2 -53.8 44.7 -S2.9 44.3 -52.1 43.8 -51.2 43.4 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 47.4 -57.6 47.0 46.5 -55.9 -46.0 -55.1 45.6 -54.2 45.1 -53.4 -44.7 -52.5 44.2 -51.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.4 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 .60.7 47.8 -58.1 47.3 46.9 -56A -46.4 -55.3 45.9 -54.6 45.5 -53.8 45.0 -52.9 44.6 -52.0 44.1 -51.2 43.6 -50.3 45.7 45.7 44.2 44.2• 43. • 43,3 • •43.3 42.8 42.8 42.3 '�3"" 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 ,0%1 �s�99 28 49.3 -61.2 -48.2 -58.5• 47.7 *46.2* 40" -46.8 -55.9 -46.3 -55.1 45.8 -54.2 45.4 -53.3 44.9 -52.4 44.4 -5 % S��I 46.0 46.0 44.6 44.6 e44.1e 4t6 X43.6• 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 .7 .•• �j 29 =49.9 -61.6 48.5 -59.0• 4&Oe •47.6 a ••5 • 47.1 -56.3 46.2 M.-6-- 44.8 ••43j �� 46.3 46.3 44.9 44.9 44.4 43.9 43.9 43A 43.4 42.9 42.9 +•43.4+17 :A2idJi 411 1 + 41.4 41. 40.948.9 -59.4 48.4 47.9 -57.6 47.4 -56.8 47.0 1SS.9 45 .3 44.6 e see see see •ee . APPROVED BY DATE Nc UP 00 :' .�. �. .•. .�. ZONING DEPT S EB ? ,. x �� B DEPT *v ',•�;* ,4, ... . O Liu dm•N • STATE AND C01 I 1 ,trllgNit� ,;` MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:126 NE 106 ST MIAMI SHORES FL 33138 Permit No. Opening Window,Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 WINDOW FL16736.1 +60.0 -60.0 +40.0 -43A 541/4 x 50 3/8 NO NO YES 2 J. 1. J• J• 1. J• J• J• J• J• 3 FL161n.1 +70.0 -70.0 -53.6 17 5/8 x 24 3/4 J• J, J, 4 FL13010A +55.0 -55.0 .I• y 17 3/4 x 501/4 .I• y .�. 5 J• J• J• 1• y y y y y y 6 FL689o.1 +675 -67.5 -43.4 36 x 491/4 J• y J, 7 J, FL16177.1 +70.0 70.0 1I 17 3/8 x 38 .�. .�. .�. 8 FL6890.1 +675 -67.5 -53.6 361/4 x 491/4 9 FL16736.1 +60.0 -60.0 -43.4 29 x 27 J, J• J, .. ... . . . • .. . .. . • . . •. . .. ... . . . .. . ... . . ... •. . . .. . . .. . . . FHA - DIAGRAM SHkk EET @�ioeisl� seo..:®-Bnrs6aeov®csmm�+e 1dIEASURINGTECH MEASUREOIITE A�ocYa�� ^ �y �/s/rte• CUSTQN1Oi'S YME FMA LEAD NUMBER TTPE OF PROPERTY ROOF HOW FLOOR NUMBER TOTALS OF FLOORS • _._..+�� •�.y M-- •_-�'-_- •• ..._................... • _rim it�_--� i..... :� } _._ .... .. .4414 41 T OF few • ♦• ,_-i�'„-.ism•, M.. :.... __.._..�..---- ._....... T ... � � _-:-.��..r.._ i = -_--"_--} _-.QCT 1 1 1 T Florida.Building Cade Online Page 1 of 3 NOik�DeFaTtnrte(ltd eas Home hae M i User ROtrat>M He Ta+IM I Sum,ift Surd arge Scats a r•cts I urt's Smith Busines�, PApp1 Professional �� R."Ic uw Regulation P 1=Aawn"I menu> > aPr11w00ADeas FL# 010-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/PhonalEmail 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.oc Authorized Signature Koss Erin ekossGcws.cc Technical Representative Erin Koss Address/PhonwMmall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekosSlewS.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. 0000 Ocala,FL 34474 • • (352)368-6922 Ext 291 • • •••• •••••• pathropacws.cc •••• i •• • •• •••••• • •• •••••• Category Windows 000000 • • • Subcategory Fixed •••• • • •••• Compliance Method Evaluation Report from a Florida Reg1steric U61iillmd or a li...w ••:••• Florida Professional Engineer • • • • • 6j Evaluation Report-Hardcopy Recehned•• •• • •• *00*:* Florida Engineer or Architect Name who developed Lucas A.Turner • • :•••:• •••••• the Evaluation Report • • • • • Florida Ucense PE-58201 •• • 000* • • Quality Assurance Entity Keystone Certifications,Inc. •• • Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 61 Validation Checklist-Hardcopy Received Certificate of Independence FL13010 R3 COI EvalReo CWS-3738(PW-8300.120x48.IMP).odf Referenced Standard and Year(of Standard) NUMISM9 Yes, AAMA/WDMA/CSA 101A.S.2/A44"S 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/103 1994 http://www.floridabuilcling.orWpr/pr app dtl.aVx?param=wGEVXQwtUgvQEbgFEH60... 6/24/2015 Florida Building Code Online Page 2 of 3 t Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D Data Submitted 04/15/2015 Date Validated 04/2112015 Data Pending FSC Approval OV2512015 Date Approved 06/2212015 Slimmary of P FL* Model,Number or Nanus Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC FWHn Fixed Window,36°X 72°. Limits of Use Inatagation Instructions Approved for use in HVM Yes FL13010 R3 II CWS-43313(PW-8150.36x72,IMP1.odf Approved for use outside HVHZs Yes Verified By:Lucas A.Tumor 58201 Impact Resislarth Yes Created by Independent Third Party:Yes Design Pressures+75/-75 Evaluation Reports Others PW-8150,361 x 720,OP +/-75 W.Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Impact.In HVHZ may only be used up to 30ft above grade. F1.13010 R3 AE EvalRell QYS-4338(PW-8150.3602. Glass complies to ASTM E1300-04. IMP).ndf Et,13010 R3 AE Q ua� nex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head&SIU. Limits of use Installation Instructions Approved for use In HVHZs Yes1F1 3010 R3 11 CWS-510B(PW-8150.CONTHDSL Approved for eM outside HVHZt Yes imp),g impact Resistants Yes Verified By:Lucas A.Turner 58201 Design Pressure:+67.51-67.5 Created by Independent Third Party:Yes Others Large Missile,Dp=+1-67.5 psf,Max.stm 74 1/8° Evaluation Reports x 721.Outer Ifte must be safety glass above 30 ft.in HVHZ. FU3010 R3 AE DuPont PVS NOA 1.3-0129 27.ndf Glass compiles to ASTM E1300-04. FU3010 R3 AE EvalRep CWS-5108(PW-8150. CONTHDSL.IMP).odf **so EL13010 R3 AE Ouangj •••••• Created by Independent ThI rty:Yes • so 0 • 13010.3 PW`-=0 PVC Fixed Window PW-8300 PVC Fixed Window,M%i OIV. • omits of Use Installation Instructions •••••• • • • Approved for use In HVHZt Yes FL13010 R3 II CWS-3738[Pb4is30®.120x4 IMP).edf • • Approved for use outside HVHZs Yea Verified By:Lucas A.Turner 5$.jQ� • ••• • Impact Resktints aYes Created by Independent Third Party":Yes • ••e••• Design Pressures+70%70 Evaluation Report$ •••••• •• • ••••• Others PW-8300,120"x 484,DP=+/-70 psf.Large FL13010 R3 AE 0{IPont SGP;X11624 0dnd#••• ••••• Missile Impact Glass Compiles to ASTM E1300-04. X13010 R3 AE EvalReo CWWPj (aPw 8300.12WLIMP •• FLL1300110 R3 AE Quanex tMJwn)kA 12-10W 02.ntlf ••••i• Created by Independent Third arty:Yes ... ••••� • • 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fln Fixed wirx r. • •00:0* • • Umlts of use Installation Instructions Approved for use In HVHZs Yes EL13010 R3 II CWS-1591)(PW-8300.72x76.IMPLtsdf Approved for use outside HVHZh Yes Verified By:Lucas A.Turner 58201 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Repwft Others Large Misfile Impact,See Installation Drawings for FL13010 R3 AE DuPont PV8 NOA 13-0129 27.odf Max.Res and DP's.Outer lite must be safety glass above 30 FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf ft In HVHZ.Glass Complies to ASTM E1300-04. FL13010 R3 AE EvaiRen CWS-159D(PW-8300.72x76. IMQl.odt FL13010 R3 AE Q ua� nex(Mlkron)NOA 12-1017 02_odf Created by Independent Third Party:Yes r cut=•: tgmne:ttso res-is:za The&tam of Ronda:s an AfJrED amphW, Mt tans-2013 sere of r AW&::pip :: http://www.floridabuilding.()rg/pr/pr app dtl.aspx?pararn=WGEVXQWtDgVQEb8FEH60... 6124/2415 t Florida Building Code Online Page 3 of 3 Under Fbrlds law,email UMMSM are pubfk remade.IF you do not want your a-mad address riled in rem to a public-records rmcluest,do not surd electro Ic mat to tale entry.Icer, ,contad the of s by phone or by traditional nett.iryou have aoy 4ueatorn,please waded MASIXV5.'Muraw%to Section 455 27RI),14arals SWAM Wafts October 1,2012,liter tceried under Chapter 455,FS.must provide the Departrnwrt with an amall addre8 t' OW Mva on.The amara provided prey be used foroMctal mmmwnrdtlon with the towteae.However amat addrete0s are public rend.If you do not with to supply a personal address,please provide the Department with an at»t address which an be nude available to the public.To dete ydre IF you are a licensee wrier Chapter 455,F.S.,~ekk Lata. Product Approval Aeoepear i.Y 'Y • • •••• •••••• • •••• • ••••• ••••i• •• • •••i• • 00 0 • • • • • • • • • • • • http://www.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgvQEb8FEH60... 6/24/2415 ��I 1239 Jabara Ave. 1' T1\TL�R 1.J X111 �, North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 159D April 18,2015 Product Description: Series 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55 or 72"x 76"unit size DP67.5(DP65 outside HVHZ) Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirements of the 5'h Edition(2014)Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-1591),signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCT1-210-3954-01 and-IA,and NCTL-210-3955-01 and-IA,from National Certified Testing Laboratories,Orlando,FL,with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM E1886-05,ASTM B1996-05/09 and TAS 201,202,203 1994(TAS reports 3954-1A and 3955-1A signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-159D,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-159D. Limitations of Use: This product: • May be used in 0 configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 Inf,• or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/--65 ps?•••• ••••;• outside the HVHZ,with max.glass daylight sizes as shown in CWS-159D • • Is large missile impact resistant and does not require the use of shutters • ...... . .. ...... • May be used in the High Velocity Hurricane Zone 000000 :....: • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of&S ;••• ,••••• • Requires glazing as shown in CWS-1591),with Dupont SentryGlas InterlayeripjMipmi-DWe ..;..• NOA 11-0624.621 in DP65 or 67.5 units or Dupont PVB Interlayer per Mian* NOA t3 .• ...... 0129.271 in DP55 units ...... .• • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-10.1'A& ••••%• 1 I have evaluated the interlayer and framing materials in these Dupont and Quanef N9s and find ;• ••; that they comply with the requirements of the 5r`Ed.(2014)Florida Building Code for use in tW9•: • product. .. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. �ttrirrrlitt4 `�*�g pS10RE{y y`y�i e'� XZ * 4/18/2015 8Ti1TE OF Lucas A.Turner,P.E. tP.•`"�•` FL PE#58201 y�#$*� •,"066046 p q +t"! � Np.i � ' Lucas A.Turner live20164WI8 22:13-04:00 ICTURE WINDOW - LARGE MISSILE IMPACT 1.THE PRODUCTSHOWN HEREIN IsDES1GNEDANDMANUFACMED, TO COMPLY WITH THE FLORIDA BUILDING CODE MI CURRENT wmowmrEmm 1900 SIN 44TH AVE. EDITION INCLUOM THE HIGH VELOCITY HURRINCANE ZONE OWK4 OCALA, 4THFLORIDA E. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OMMA F34474 DEFNED IN ASTM E 1988 PER THE FSC. WIDTH lw 1J4 Z Gum OPTIONS:(SEE SHEET S) Pvri MAX OVERALLMAX OVERALL RANGE WIDTH em 9 CONFIGURATIONS:V.ARCHITECTURAL GRAPES INCLUDE.BUT ARE MAX UN WIDTH MlAX.UWr WLDTH NOT LIMITED TO.THOSE SHOWN ON SHEET 2. FIGURE%MNWW GLS DLO GLAW D.0 4.DESIGN PRESSLIRE RATING: IMPACT -NEGATIVE,DESIGN LOADS msED ON.TESTED PRESSURE AND A I ———— --—— POSITIVET —— DESIGN LOADS BMW ON,TESTED PRESSURE.WATER 1"h I I INFLLTRATON TEST PRESSURE AND GLASS TABLES AM I I ASTM E-1300-04. -- -- -- I 77 I S ADAGE THE 331P3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR MAX IOVERALL F� I ANCHM CALL TIONS.DETAILS,WINDLM TION FACTOR Cd-1.8 WAS USED FOR WOOD N OVERAU B I B j S.PRODUCT FOR IMPACT RESISTANCE SHUTTERS ARE NOT MAX7ir I � .. � O X>i}Tr 7.ALL FRAMES ARE FULLY WELDED. LUTMAX , I S.GEMS J MODEL DESIGNATION PW-0300. m HEIGHT I murI 9 OES>tD TTON XAND OSTAND FORTHE IOL.LOWNMe9 W = c GLASS I GLASS e Luo I ocDmec � 10.SECTION APPLYTO ALL ELEVATIONS IN A SIMILAR I c I De IAlsa�D1 �s11 --- A e A 21)15-04-1u 9 BrArB OF 1160 16,04-04.00 �ym 4111P2015 LUCAS A.TURNER,P.E. FL PE#58201 •• ••• • • • • • •• 1238 JABARA AVE • • • • • • • • • NORTH PORT,FL,34288 • • •• • • • • • PH.941-380-1574 • •• • • • • ••• • TABLEOFCONTENTS •• ••• •• • • • •• GENERAL NOTES AND GENERAL NOTES&ELEVATIONS.......1 LOCAHON RillWaLRATING IMPACT RATING ELEYATIONS GATE DETAILS— ES..»» »-3 • •• �wo 72PS• ••• • }�-5 �`F ADE ONOW07 V. �N- • LARGE MISSILE IMPACT INSTANCHOR ALLATION DErAILB &„„- 8 • •• •• • • ••• t�-87.�J . F CW&159 D SHEET 120 11 OF S ••• • • • • ••• • • • ••••• • • • • • • • • • • • • •• •• ••• • • • ••• • • wwmwwnmqo 1900 SW 44TH AVE. FLORIDA94474 wwwl � W W W.C1iVS.CC Im PVC PICTURE WINDOW IMPACT o RU NAM 00VA l an�r9or�c i� e W !L F WY p< d V2J 00� < STATE OF��T�IV ro � 1.SEE SHEETS 6 4 7 FOR RETAILED ANCHOR O+pSTALLATM REWREMENTS. Z+ 2 THRU FRAME•MASONRY,WOOD OR METAL OPENING. 4/7112015 THRU FIN-WOOD OPENING. j LUCAS lL TURNER,P.E. 3.OVERALL SIZE MUST NOf mmm THE MAX W®TH AND HENT OF FL PE#5=1 •• ••• • • • • s • RECTANGULAR WINDOWS ON SHEET 1. 1 ZNJABARA AYE. NORTH PORT,FL 34285 • i ••• • i • i 4.ANOHOR SPRING FOR ARCH ECTUAL FLAK AND FIN WINDOWS PH.5414390-1574 MUST IIL�� •• •i i i • ••• • SPACING MEASURED ALONG LENGTHE S&7 WRH ANCH� SHEET •• ••• •• ARCHITECTURAISHAPES UFUkWN or. CAM • ••• ••• ••• ••• • ADE 059W7 • • • • • •• • • • • • • • • • • •• s e a • e s • • • • CWS-159 b • •• • • •• • • • • •• • • • • • SHEET 1:1 20F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • womwMMO 1M SW 44TH AVE. OCALA,nORIDA34474 83M PVC PICTURE WINDOW IMPACT O O smr ovERnll. y OVERAL,L 3/16'ANNEALEDQTEMPERED 3t16"HEATWHENG'MMUMPERED g� O 1W AM SPACE9!3"AIRSPACE o tC rR 5{76•LAMINATEDi TMe'LAMIGLASS19 R 1A1"ANNEALED 3fw WATSTRENarm le 6 .060 PL PONT PIB INTERLAYER .060 SENTRY GLASS LAST INTERLAYER U3"ANNEALED 3HS'HEATSTRENGT'H 6 PURFECTGLAZE"H" 6 PURFECTGLAZE"H° 00 m a g SIKAFLEX 552 SIKAFM 5W 1?GLASS BT1E 1AT GLASS SITE r4 $ � 7 7 1�!'Jt No am 1 71. TATE OFIN. d�4tC O ' ii jp ,,'ii GLASS ME A GLASS TYPE B �'� 4111/2095 LUDAS A.TURNER,P.E. FL PE 4 58201 •• ••• • • • • • •• 1239 JABARAAVE. • • • • • • • • • NOFITH PORT,R 34268 • • •• • • • • • PK 90-380.1574 GLAZING DETAILS GLAS MA ,Is ... ... ... ... TYPE W x H ADE OWW07 • • • • • • • • DP+t-55 A 48 X72 e e • e e • • • • • CWS-158 D •.� i� ••• �• ••• •�• CIP+1-67.5 B 72X78 SHEET 30F8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . y 3 4 imxywmnmms 1808 SW 44TH AVE. OCAIA.FLOPI®A 34474 VNPW.OWB.CC 7 INTERIOR sm PVC s e e e PICTURE WINDOW rr—�j a 8 IMPACT V�J 7 7 1 ma D k 1 SECTION VIEW ae CULLf .eCz �.�,.''�1�sant?1;.� p;,* � o NO 3ffiQ1 L 1 8 ® �Qt8l1ATE OF �� El� LUCAS 4n A TL 5=1 P.E. -- R 8:58201 PE •• s•• • • • t •• 1238 JAVARAAVE. • • • • • • • • NORTH PORT.FL 34288 7 8 • • • • • • t • PH.841%VC-1574 • •• • • • ••• • •• ••• •• • • • •• SEOTION VIEW A A SECTION VIEWS ALTERNATE FIN FRAM • ••• ••• ••• •t• • ADE 05/05!07 • •• • • •• • • • • CWS-159 D •• • • • • • SUM 1:1.33 SHEET 40F8 • • • • • • • • • • • •• •• • • • •• t• ••• • • • ••• • • PARTS LIST PIUMCORMCONSTRUC ITEM PART P DESCRIPTION VENDOR MATERIAL *vwffimm vnnroaNvsrsrm1 HMM FRAME,PW,MAIN, HEAD MKRON PV I=SW"THAVE.2 H•60MB FRAME,PW,MAIN,SILL MKRONPVC CCAALA,RnMASW4 3 H-sdOBB FLAME,PW,MARY,L JAMB MKRON PYC www.cws.co V4 H-WM FRAME,PW,MA ,R.JAMB MKRON PVC aw 5 H8008A FRAME,PWI PMC , PICTURE 1NIN OW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT P-3352 SET.BLK,85 DUR., 1/8-x 5/8"x 2"LG. FRANC LOWE RLIgBER 8 PURFECT GLAZE-w,SIKAFLEX552 HENKEL/ SI E 9 P-3752 ICAP PLUG, 1/2"HOLE M&M SILICONE 10 1 S-6064 JGLZ BE.,FXD.(1 O.A. .) MKRON PVC S o 11 I GLASS ISEE SHEETS --3 t16• z 31 f 8" � � � � � O ❑ ---One) 34 z tns• tna arm L� o +To 2 7fir ioM$e I uz° Nw Uzi PVC FRAME FLANGE-H 6D08B Imo—t• * * I*� AU PVC FRAME FIN-H-6W8A m 4H 1/2o18 tn8• u2 LUCAS A TURNER.P.E. ng. t FL PE •••• ••••• •••••• ••••• •• •• •• 51 1239lA9ARA AVE.44E 8 NORPOF 1.F1L 3 1• • � • •• • • • • ••• • PVC GLAZEBEAD- 606.4•• •• •• ' SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. mwwwffT—WE- • ••• ••• ••• ••• • ADE 05IM7 • • • • • s • • •• • • • • • w • • CWS-159 D • •• • • •• • • • • •• • • • • • 1:1 �ET SOFB ••• • • • • ••• • • • • • • • • • • • • •••• • ••• •• ••• .:e• ••• •• • 14'MAX O.C.OW.) Wlg1l/tf} e'MAX CrYP.) SEE NOTE I w MAX M) r MAX O.C.(TYP.) W WD4Wr STSi@@ LP MAx(TYP.) a MAX(TYP.) 2 19W SIN 44TH AVE. OCALA,FLCRIDA34474 — — — WwW.CWS.CC I am PVC mxoc. II PICTURE WINWW I INBTALATpNTION,�.) IMPACT I ANCigR(TYP.) m MAXO.C. I j I LL. � <gm W a 4F IB ANCkIOR (FIN) DPLp 00 m c g4 mo w& . rs19 r ere * �* NOTES., 0 BTAT�8 F� ��.� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SpMI G APPLIES TO ALL SHAPES(SEE MEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SANTE AS FHEAD. 2 MIM AS RECIAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS,MAX.ALLOWABLE SHIM STACKTO BE 1W.LEE SHAM WHERE SPACE GREATER THAN 1118'IS PRESENT.LOAD BEARENG SHOO SHALL BE �8jtiknnA� � CONSTRUCTED OF HEN DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT MALL BE AS SPECFIED IN THESE DRAWINLiB,SEE TABLE 1,SHEET 8 411112016 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATMG.DI WILAR METALS OR MATERIALS IN CONTACT WITH PR�SIJItE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE S 58201 �„�p,�.�y�,�,,,p,,,, 12UJABARAAVE. &INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFAMRER'S 0q&ftA ^� IN F AlD 6EWA SHALL NOT BE USED IN W36MTES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34289 SPECIFIED IN TABLE 1,SHEET S. • • •• • • • • • PH.541-380.1574 • •• • • • • ••• • 8 ANCHOR EMBEDMENT TO SUBSTRATE SHALL M BEYOND WALL DRESSING OR STIXXrO.FOR7>BCMII OPENING ENT SHALL tLE BEYOND W�BUC103,IF USED,lW10 SUBS RATE VOTALLA79M TO SOLID CONCRETE OR 13R=-FILLED CMU MAY INCLUDE Bili DO NOT MtpkX1RL•5'�i'9NOOE sUCK3 BEt1YF�N lAL PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REOUIRE THE USE OF 1X SKS BETWEEN THE PRODUCT AND SHIBS RAIM NOTES 7.A MINIMUM CENTER TO•CENTER SPACING SHALL.BE MAINTAINED BETWEEN ALL FASTENER :3 ICOR MASONRY,I-FOR WOOD AND METAL • ••• ••• ••• ••• • ADE osVl07 &WOOD OR MASONRY Oi+BNONGS,t AND BUCK FA8TENEA68HAI L i PROPERLY BY THE AF gMrj OR= AND INSTALLED TO TRANSFER WOW LOADS TO THE STRUCTURE 8LBSTRATES S}LALL MEET TWE MpV0A1fiA STTH fIEITS AS A/N IVUTI� II,SH�ET 8�C(��Ltl�CREfE itND TES MAY NOT BE CRACKED. CWS 168 D He FMOVAAMA 100 W W ),F STRATEGIES SFU NtM W N FMWATER �LIMA gWBOX WI L D1aM Ot FOLIMIINI R DOO CURRENT vERBKBI THE INCE DOCUMENTS: sHEET SEALING AND RASHM Nom,FMAfAAMAAYDMA 300IEXTER1 DOORS) 120 8 OF 8 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • 0 ••• 0 0 r .. r MAIC(TYPJ W MAX O.C.(TVP.) womw WrEmqa s MAX(TVP.) 7 5V MAX O.C.(TYP.) SEE NOTE 2 V MAX(WPJ SEE NOTE z 19�SW 44TH AVE. s-� y OCALA,FLORIDA 94474 WWW.CWB.CC I i em PVC it I , PICTURE MW*W WXD.a M"O.C. I IMPACT iN ANCHOR T01 V. A ( ) o C AFFOHOR(TYP4 I ° IWL I OUmd� AI�HOR�YOUT-tFLANGE! ��Pte-(@!1 'p4'I>f�+r NOTES: �$t ST AT@ F �f� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHT�f 2)ALONG ALL FRAM EDGES.SILLANCHOR SPACING SAME AS HEAD. �� O k'4o'h '��g 2.SHIM AS REO AT EACH INSTALLATION ANOMM USING LOAD BEARING SHI& MAX ALLOWABLE SHIM STACK TO BE 114-.USE SWAP$WHERE SPACE GREATER THAN 1118-M PRESENT:LOAD BFJU MG SH MS SHALL[ CONSTRUCTED OF HIGH DENSITY PLAsno oR BL-TTER.WOOD SHIMS ARE NOTALLOWED. 3.ANCHOR TYPE,SIH SPACING AND EMBEDMENT SHALL BE AS SPECRED IN THESE DRAWINGS,SEE TABLE 1.SHEEP a 4/11/201507- 4. /11J20154.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECITO WITH A CORRCSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE S 58201 1238 JABARA AVE, a INSTALLATION ANCHORS SHALL BE IN ACCORDANCE W ITH ANCHOR MANUFACTURERS I A 4I`F4C ^*404A SHALL NOT BE LOW IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET a • • •e • • e • • FH 641�6p 1574 • •• • • • • ••• SMALL••�T &ANCHOR I TIION8O�C E OSHALLR GROUTflULEDDWALL DRESSIING CMU BUT I�U4 1 SACKS BE*E�V 74�P IF tom,INTO SUBSTRATE, ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU RECIum THE USE OF 1X BUCKS BETWEEN THE PROM=AND SUBSTRATE. NOTES 7.A MINIMUM CE NFEWTO•CENTER SPACING SHALL BE worrAINED BETWEEN ALL FASTENM-7 FOR MASONRY,1"FOR WOOD AND METAL MAWNBY—mike • ••• ••• ••• ••• • ADE 05/05107 S.WOOD OR MASONRY OPMNO&SUCKS AND BUCK FASTENERS SHALL BE PROPERLY BYTHE ITE{!f OR ENG AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEFTTHE MINIMUM STRENGTH REQIJ BAENT8 AS SHOWN M TIMI, 8•C FTETE gnas l�RMAY NOT BE CRACKED. CWS 15B D 9.SEALING AND FLASHING STRATEGIES FOR OVERALLWATER REs�TANL OF IST SHELL BE LANKLY o$N�Rs t`OLLiNB+INONTNE cttRREnrr VEFTsront oFTHE REFERENCE DOCUMENrs: SHEET FMAlAAMA 100WINDOWS),FMAIAAMA200(FLANCE WMDOWSL FMAANDMA2�( (WINDOWSk FMA/AAMAAMDMA300 XTERKOi DOORS) 1 70F S ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • MIN.EMBEDMENT TYPICAL HEADA{Y( pE SEE TABLE 1 SUBSTPATE 1M•MAX SHIN oval oaxrmw SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE YY MSN.EDGE DIST. SEE TABLE 1 gypmglB IBM SW 44TH AVE SEE TABLE 1 -� U4•MAX L1lN@II SEE TABLE 1 W WW.CMCC OCALA.FLORIDA 34474 SEESUBSTRATE BYOTHERS -BLE I SMIN.EDGE DIST. EET MRM.EMBEDMENT QMW R=w=mmw PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR sm PvC INSW AND OUTBY INSTALLER SEE TA81 E 1 MIN.EMBEDMENT PICTURE VWNWW SEALANT BEHIND8EET 1 IMPACT FLANGE BY WALLER 114'MAX SHIM aay .- ggq PERRNEI'ERSEALANT P �ALANT BY WALLER INSIDE RILL OUT 0 6 NSTALLATIO N ANCHORW W .. SEALANT BEHIND SEE TABLE 1 ION m FLANGE BY WALLER -SEALANT BEHIND INSTALLATtONANCHOR- /�' FIN BY INSTALLER ft�C z SEETASLE 1 �TYPCAL JAMB ANCHORA B TYPICAL pIW ANfXIORATiE o GD HEADANDSLLLSIMILAR FOR FIN INSTALLATIONSEALANT Z tY 114'MAX SHIM FLANGE BY BEHIND BY 94STALLER MI �U,m et; PERIMETER SEALANT mmmmDOUT MTAOP1 9900M� �R I�8� <!r� SUBSTRATEBYOTHERS s b810i >� ME TAKE 1 MIPL TEDGE 1D18f 139STATE OF SEALANT UNDER A VERTICAL CP HE BYINSTALLER 8 TYPICAL BILL AFCH %-1V8:,R @� b�ltpi , x� TABLE 1:APPRDVED BNSTALLATKIN FASTENERS 4111201 b ASR TYPE LUCAS A.TURNER,P.E. EWCONM&M MIN.) 3H8'TIW TAPOON 141r 1-1AT FL PE 8.tffSti�1 MAYINLIMFILLED 117 PCF MRM S•riw TAPODN •• BY SEALANT NORTH �JABARA A PORT.FL 34288 IT MR) 218'ELOO ULTRAtX1N • q• •• • • 1• • POW AND OUT PH.941-SSD-1574 FLAK (ASTM C.90} 9118°ELAOtATRACON - x • >�1 ► ID�NTALCTTCN • • • • • N8 f BOX FRAME INSTALLATION FLAKE 2XM9N.SOUTHERN PINE(06a SS) W • •; •• • HEAD AND SI L SIMIUW FOR BOX INSTAUATION OR ELCO U LIRACON INSTALLATION DETAILS FIANCE 7XMIN.$OUIHEIEM PINE P4,sq) 0 WOOD SOHEW 1-978' 7t8' FLANGE REMOVAL NOTE PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE. 116 GAUGE WOV)MILL STEEL STLID Y151B Hun KWIK+I.EXOR •�- l" •••7R� •• IF TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: wmwwgf�E �(p�T KBIYIEwhw TEKS SELFORI LONG Bs •THRLI O OBC • • • • LAT ALUM.(WB9-TS MR)OR 810 tNRADE 5 SELF-TAPP • •MIN.114'FILLET OF O]MSTFNJCTION-OmE ADH E$IYE CAULK IS APPLIED F IANLiE UB'STEEL(3;N K91 MIN) Dpi SCR W • • 7111 • • •INSIDE AND OUT,Fl0.l PEAIMEI EFL,8Y INSTALLER. CWS-169 D • I 1.0.11--e •• • • PPRODUCT ANCHORAGE IS IN ACCORDANCE WITH REOUIREMENTS AS som FO+T 2X MPL 6CUTFIERN Pfl�{Qo0.56) WOOD Scow 1.112' 7111r • SHOWN FOR FLANGE WINDOWS, 1 SHEET SOFS ••• • • • • ••• • • • •• •• • • • •• •• 000 0 • 0 ••• 0 0 Florida Building Code Online Page 1 of 2 las Holm I I•o In f user RODWutlon , W TapkX I Subma surdmrge sees a Fmb v num I FSC S-Er I ECIS s;;�M,r I LhZ I ffi1Wr41 Bus nes r ' r Produd Approval Pro essi I UM:"11C MW Regulatlon > > >ppplle•Uan o� r FL6090-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/PhonelEmall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekow0cws.cc Authorized Signature Kola Erin eko"cws.m Technical Representative Erin Koss Addrers/Phons/Emall 1900 SW 44th Ave. •••••• Ocala,FL 34474 • • •••• •••••• (352)368-6922 Ext 291 •••• i •• • •• ekass@cws.cc • ••• • • ••• • • •• •••••• • Quality Assurance Representative Jay Lathrop 000000 • i••••i Address/Phone/Emall 1900 SW 44th Ave. •••••• i•••i• • • Ocala,FL 34474 *Got • 00000 (352)368-6922 Ext 291 •••••• •• • 00:06• Mathropocws.cc • • • • • 0000*0• category i••:•: • •• Windows Subcategory Cerement • • i•••i• •••••• Compliance Method •• • •••• • • Evacuation Report from a Florida Re9bbered Architect or 41j%A9er; Florida Profiesslonal Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida Ucense PS-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 62 Validation Checidist-Hardcopy RecWvW Certificate of Independence EL6890 R5 COI Ev iReo CWS-161C(CA-8400.IMP)ndf Referenced Standard and Year(of Standard) 2111111111dwA Yom AAMA/WDMA/CSA 101JI.S.2/A440-o5 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E19WOS 2005 PA/TAS 201/202/203 1984 Equivalence of Product Standards Certified By http:/Avww.floridabuilding.org/pr/pr app dtl.aspx?param=WGEVXQWtDqu4Bg7Nfw(39n... 6/24/2015 , Florida Building Code Online Page 2 of 2 ' Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/21/2015 Date Pending FOC Approval 04/23/2015 Date Approved 06/23/2015 Summary of Products :689*0-1 Model,Number or Name Decrbtlon 8400 Vlayl Casement 0400 Vinyl Fig/Fin Casement. f EUse Ittstauadon Instructions Approved tOr Yse In HVHZ9 Yes RTMD_R5 H CWS-161C(CA-8400.IMP).odf Appro+rad for use olKside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistants Yes Created by Independent Third Party:Yes Demon Pressures+67.51-67.5 Evacuation Reports Others 8400 Vinyl Casement,Large Missile,DP=+J-67.5 FL6890 RS AE DuPont M NOA 13-0129 27.Ddf psf,Max.size 37°x 72°.Outer lite In I.G.to be fully FL6890 R5 AE EveiReo CWS-161C(CA-8400.IMP).odf tempered when used 30 ft.above grade In HVHZ Glass EMS90 RS AE Ouanex(Mlkron)NOA 12-1017 02.ndf ,complies with ASTM E1300-04. Created by Independent Third Party:Yes Bads N-Q ::1940 Noft Murano Streat Tallahassee EL32399 Rome,650.487-1824 •••• .••.. Tia State of WE60 or Florida an 1ar�iloya..ceevtaMan7a Z813 state or Rerlda.;; s: •• .. 0.09.0 -- • Under Florida k ,emall addresses gra public regards.g you do not mou tyyaouvr e.ma8 address released In rasporrsa to a pu • •od • w ekddunk rrm8 to this .Irmbep4,00 1*4the Duda by phate or brtradNonel incl S you Maes arty 4uaatlons,pbasb 0.487.154 I m •••••• $action 455.375(1),Florida Statutes,nerve October 1Ibral,1832,Bcro�s licensed under Cdaoyar 4550ar .P.B.roust pmvlde the Demboantwft an wW address C sir personal adder plerlded provlde ortmetrt as i evaea��Eo tlreda�reda I arm*11111� :*fee: Cheptar 455,FS.,plass dkk jam,, 0000 • • • • • • •09.0• Product Approved Accepter •••• • ••••• EM ® ® • • 0000•• •• • e•••s s n5r • ••ecce • • • • • • •••••• 0000•• http:/twww.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqu4Bg7Nfw(39n... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING 8c, Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 161C April 18,2015 Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5,37"x 72" unit size with HS laminated glass,or 3T'x 63"unit size with annealed laminated glass Manufacturer: Custom Window Systems,Inc. 1900 SW 446 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This eruct complies with the requirements of the 51" Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-161C,signed and sealed by Lucas A.Tumor,P.E. 3) Test Reports NCTL-210-3673-1,4A,-2,-2A,and NCTL-210-3674-1,-IA,-2,-2A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 10I/I.S.2/A440- 2005,and ASTM E 1886/1996 200212005 4) Supplemental Calculations to support CWS-161C,signed and sealed by Lucas A.Turner,A r.00 . . .... ...... Installation: Units must be installed according to approval document CWS-161C. • ...... . .. ...... Limitations of Use: This product: •••••• • May be used in X con-fig.in unit sizes up to 36"x 72"with 1/8"(HS or Temp'.o lard,-airr•••• ..... 1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 63t'•wit•1/8"(Afm.• ••:••' or Temp.)outboard,-air- 1/8Ann-090PVB-1/8Ann laminated inboard glass .. .. . .. ...... • Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30 Statue •, • Requires max.glass daylight sizes as shown in CWS-161C ••.••• • Achieves design pressures of+/-67.5 psf ' • Is large missile impact resistant and does not require the use of shutters • • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.27'1 • Requires Quanex(Milcron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5O'Ed.(2014)Florida Building Code for use in this product Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. *�1frnUry�,,i pS�flREW .•j• No 58209 •�:��rSA * � 4/18/2015 .a * r A Lucas A.Turner,P.E. •� STATE OF . �+*� FL PE#58201 OR t �.$�'+� 1 S�ONA20954W2011:58-04:00 iti hrrn�i ASEMENT- LARGE MISSILE I�AQT Q I.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED w m maw 8Y8TG48 TO COMPLY WITH THE FLORIDA BUILDING CODE(FRC),CURRENT ISM SW 44TH AVE. MAX O�ERILLL 1/4• EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE"M OCALA�34474 AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 0 IMPACT USE AS RANGEWIDTH MAX OVERALL FLAMSE WIDTH DEFINED IN ASTM E 1998 PER THE FSC. UNIT WUTH UMrWIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) MOO P UC MAX$M1S 1 WIDTH3v MAR IIASH WIDTH 3.CONFIGURATIONS:ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEIUIENT RIGHT. NPACT 4.DESIGN PRESSURES: m I ——— — —— — -NEGATIVE DESIGN LOADS RASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04.4"(XME DESIGN LONDS BASED ON TESTED PRESSURE et8 r- I I I INFILTRATION TEST PRESSURE.AND GLASS TABLES ASTMWATER E-1300-04. u c Ts 16C' I I ALL F1 A i I ( I 6.ANCHORAGE THE 331/3%STRESS INOREASE HAS NOT REEK USED IN En HI9GHT r I 84114' I THE Ol sit6d OFTHIS PRODUCT.SEE SHEET a FOR INSTALLATION I I MAX I I DETAIL WIND LOAD DURATION FACTOR Cd_16 WAS USED FOR WOOD gg z FLA $ I I $ ANCHORCALCULATIOVS O O I I Ico 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE r i i NOT RISMARED. I I � I �( I I or I MAX �( � I I� 7.ALL FRAMES AND VENTS FULLY WELDED. H f . /� I D� � ' /� r i oW&SERIESIMODEL DESIGNATION GA-640D. Q Ham 9.XOPERABLE SASH STANDS FOR THE FOLLOWING: a m<Z I s Max l r I I man BASH i i e eAt t 10.LOCATION.ION UTS APPLY TO ALL ELEVATNOI�IN A SIMILAR Amp, $e-4 vz }G I I D I I SIr N• 5mm j LILUC"A Tumer :7+ STAT H OF J ----- - 2015-0418 anti,� ,f A-, ——— ——— q 22:00-04:00 .t'e''g°.»:°•�'©`�� — s o rvai-4W G 30 lit o RIGHT HINGED-SHOWN x� LEFT HINGED-SHOWN LEFrHMO-OPPOWM 4118/201b ROW HJQED.OPPOMM LUCAS A.TURNM,P.E. FL PE 0 58201 •• ••• • • • • • •• 1239 JABARA AVE. • • • • • • • • • NORTH PORT,Fl.34288 • • •• • • • • • PH.941-3W1574 • •• • • • • ••• • . WitiffbQ0115TRIE— as • • • •• 094EPAL NATES ANO TABLE OF CONTENTS LWAMON MAX. UNIT SIZE DESIGN PRESSLRE RATING IMPACT RATING ELEVATIONS GENERAL NOTES&..EVAT .__..1 37•x s•••• - 01�15rb7 c�a�No osrans w...- _ _- EKTRUSECTION NS,III .-... _.__..__.._ 3 • • • C9+1-6 7. LARGE MISSILE IMPACT v ANCHOR BIONS&B.O.M.__.......„.„ „..4 N •• • • • • • CWS ibl G AI�HOR BCH�JLE A MOM—_5 37" •• • I�TAUAnav DIcTAILS_...___ s �" • • -67.$PS 1:1fi SHEETHEET OFS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • wwmwmreuo 1800 SW 44TH AVE. OCAL&FLORIDA V Cvmw 84474 8400 PVC CASEMENT IMPACT 7W OVERALL 716"OVERALL . 10 ANNEALED orTEk1PERED IN HEAT STAENGIVENEDatTEMPERED 7Hr AIRSPACE 7116"Alp SPACE pW Ww Wir LAMINATED GUM 6116"LAMMIATEDGLASB t�g 4 4 116"ANNEALED Im"HEATSTReanfl Vw iC O =OMIT PYS INTERLAYER .1m DUPONT P"INTRI AYER • o a>_} IN ANNEALED IN HEATS1710310'INTIED ty PURFECTGLAZE OW 36TAFLEX610OR PURFECTQLAiE"H. gg rr 112"GLASS BITE 112"GLASSSITE tC V t0 d 7 omgpph ow #04 11 6 6 We 5=1 %m S*i th *1 STATE OF 1#0 trye QLASS TYPE A GLASS TYPE B y�HyNaryi�f�, 4J181201b LUCAS A.TURNER,P.E. FL PE*S821I1 •• ••• • • • • • •• 1238 JASARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.90-880-1574 • •• • • • • ••• • •• ••• •• • • • •• GLAZING DETAILS • ••• ••• ••• ••• • nUNrrS2MEPOS,DP GLASS 7YPADE 05JQ5/OT 3 +67.5 A Oyyg1g1 C 3 +67.5 B SHEET, 1:1 2OFS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINE J�t� 1900 SW 44TH AVE. �`�'+ IMiER10R OW"RARIDA34474 www.cws.co 8400 PVC CASEMENT 1 , [IMPACT O-- E �WW. gypp,gypp,>>. 4 8 1 9 1 9 F- aam 8 SECTION VIEW 8 8 g ri IE 21 INTERIOR oma % mn 4 RE�,rG,g` .ova r*.7 Ne m01 •NSTAY `A s.o �m 7 x - 41162M5 8 LUCAS A.TURNER.A.E. FLPE01=1 2 "' ••• • • • • • •• 1236 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941.380-1874 • •• • • • • ••• • SECTION VIEW A-A •• ••• •• • • • •• ALTERNATE FOV FRAME SECTION VIEWS wwwwwr—ERE: • ••• ••• ••• ••• • ADE OWM7 ITEMS NOT MOWN FOR CLARITY: 0. •i i• • i • i• • i • CWS 181 C 14,18.17 IM,25,27,3p,34,37-36,42,44-45,8Q •. . . . . • SHEET tz 3oFs ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PUT ,Ti�muf-cl, NO A;M•l"-W:tl W-4-4[A'q ........... ...... fii'A�A11-1 I W;4J.1-*Effilll�,ehs Ire] K*XVM_.._um LL&A I.] I] :I V4101CAW 1 Wm�, NEL.2m RLERU r ir MAXit MAX O.C.(TYP.) r 12 IMAX LTYP) trn') SEE NOTE 2 t MAX f'•) SEE NOTE 2 4 yy MAX Ir MAX MM.) 121W MAX O.C.(IYP.)� !r LUX O.Q ) 1900 SIN 44TH AVE. - 9'MAX(TYP - 4"MAX MR) SEE 11gTE 2 GALA EFLOR�IDA344T4 B•MAX(TYPO- WE NOTE P 4'MAXIr w�•nlWvOGWW I 1 I • MAX8400 PVC / .a o / CASEMENT 10' // e' MAX D.C. IMPACT/ (nPa MAX D.C. X MAX.G' i X i I , I I Lam) . Lu IIIg INBTALIATTIONN (�) ` (C =I= \ \, co � o J-H Jim HI1SroEdAMB(IYP) ANCHOR LAYOUT-iPLAN{iB 5��.� 9°THRU FRAME ANC4pR GD =R FORl2dITSl>f+TO3TX72' )RIWTTSUP 3T'xm�m V m 6 g FOR IBNTB LIP T03T% FOR RUP 70" : aREu 7 NOTE8: VLA STATS OOFr��W- 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION SILLANCHOR SPACING$AMIE AS HERO. gwz�l .l..� 2"AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SH9rW.MAX.ALLOWABLE SHIM STACK 70 SE 1/r.USE SHIMS WHERE SPACE GREATER THAN 1l1IT'IS PRESENT. LOAD BEARING SHIMS SHALL BE ' NAL OONSTRUCTBD OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOrALLOWED. yml 3.ANCHOR TYPE,Ste,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWNK SEE TABLE 1,SHEET& 411902016 4.ALL INSTALLATION LATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT W ITH PRESSURE TREATED WOOD MUST LUCAS A TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE A aewl S.INSTALLATIONANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 1 1239 JABARA AVE SPECIFIED IN TABLE 1.SHEET S. I •� • SHALL NOT BE USED IN SUBSTRATES WITH STRENGTfIS LESS THAN THE MINIMUM I NOM14 PORT,FL 34288 • • •• • • • • • PH.941-380-1374 &II��I'i,TALLAHOR�S TO SOLID CONCRETE SUBSTRATEOR(TROUT-FILLED CMU MAHALL BE BEYOND WALL Y INCLUDE BUT DO NOT 1 ��OR STUCCO.I" BE BEYOND AND THE �KS IF USED,INTO SUBSTRATE. INSTALLATIONS TO HOLLOW CMU RE WIRE THE USE OF 1X BUCK BETWEEN THE ANCHOR SCHEDULE 9 7.A MVIIMNM CENTER-T04ENTER SPACING SHALL BE MAINTAINED BETWEEN ALL.FASTENERS:W FOR MASONRY.1-FOR WOOD AND METAL (VOTES B.WOOD OR MASONRY 02ENINGS,SUCKS AND BUCK FASTENERS SHALL BE FV�ERLY� TH oR TE8 AND MAY NOT LLEDTO ACK TRANSFER WIND LOADS TO THE STF=TU RE. ADE 050d5107 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN i. 1, & L ��''��D•• !' �1-�" &SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF�rALLAW S&L,L%L�BYO•e/eA Ft&Lciwl&liE CURRENT VERSION OFTHE REFmecri=mmm: CWS-161 G RNNAAMA 100(FIN W341 M4 FMAfAAMA 20NF ANOE WDMOWS),FMA WDMA25D(SftWRd="),FAMVAAMAN0MA 900jOCiERIOR ) SHEET 1:20 s pF B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• WAIN.BASEDMENT TYPICAL HEAD ANCHORAGE BEE TABLE 1 81.39TRATE INTERIOR U4'MAX BRIM BEE TABLE i MIN.EDGE DST. SUBSTRATE WINDOW 918TB48 1800 BW 44TH AYE. SUFE TABLE 1EDGE. SEE TABLE 1 6EETABLE 1 OA.FLORIDA 34474 LIBTRA 14•MAXSHULL wWW-C WS.00 f 80 TABLES SY OTHERS M8S EDGE DIET. 9EE TABLE 1 � 0/v SEE TABLE f PERIMETER p�/ BY INSTALLER EMBEDMENT SEE T EM M TABLE ANCHOR m PVC ME IOW AND OLIT MN.EMBEDMENT CNT SEALANT BEHIND SEE TABLE 1 IMPACT FLANGE BY INSTALLER 114•MAX SHBA PB11k9ETER SEALANT 9 BY�Q�TA�LLERSEALANT SDE AND OUT SFALANTTSEIM SEE TABLE/ AN R FLANGE BY aWTALLER SEALANT BEIMn INSTALLATION Atm WiRI0T B FIOAItONTAL BECTT�I FIN BY INSTALLER SEETABLE I a TYPN;ALJAGIBANCHORAGE \8 TYPIOALFINNCOtOAAGE WAD ANDNLLONLARFOR FIN INSTTAUATION 0 a z a� NOTE:ADDITIONAL THRU-FRAMEANCHORS SIDE JAMBEE,SSHEET BHOR LAYOUT.ATTHEHINGE SEALANTSEHIND 1W MAX SW U m 4 FLANGE BY INSTALLER SEALANTd"TH IV PERIMETER BYINSTALLER BFITABtSI1 ENT NSME AND OUT No 881 i SUBSTRATEBYOTHERS `•S * *qC BEETABLEI Mpt EDGE DOT 9}� STATE OF ITW SEALANT I.WNOEAR SEE TABLE 1 HEAD BY R�STALLERBCREW B VERTICAL SECTIONTYPICAL ANICMLL FtpRAGE yiy8_�$tOR TABLE 1:APPS INSTALLATION 4118=5 tFRMETYPMELUCAS A.TURNER.P.E. FIL 34M CON(7�TE(20 KSI MOJ} 3!1!i ftW TAP�N 1-'IPC' t-LAT" FL PE At 68201 • FER84ETERSEALAN C 1238 JABARA AVE. CONt�ETE(2 BS KSI M84.} 311 ELOO ULTRAf,1pN • •1' t• • P • • BSIDE ANS OUT BY INSTALLER NKI 184.980 167GROUT-FILED CMU{ASTM O-" 3ry8'p(�Ip TgAODN 1 CD'N HORIZONTALSECTION2XMK SOU*EM PIS(GaB.� 3n8•ITW •• ••pw•• • *• • ® HEAD ANMD BOIL e�AR�BOX 4�187ALLAT*NI�ALLATION DETAILS OR ELCID UL7AACONMIV PPS(Ge0 w B10WOODSCREW t�t8' 718' FLANGE REMOVAL NOTE:PARTIALLYOR FULLYREMOVING THE FLANGE. 18 (0.GBC')WL STEEL 87M 810-18 HI.TI Kw8(f9�JC !IW �lL Q •• ••• •UP TO AND IN MMDMG A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YELD MOO TEI(S �i}FIU 0 38�1'i • �� • • *,MIN, ADE 05J05W -?g�±!��++o • IW FILLET OFCONSTRUGnMORADE ADWSNE CAULK IS APPLIED l: FLANK# +�.. 0 GEtA 5 • 7Ar* • •INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CINS-181 C 118"STEEL X33 IUM NIK) DFAI 6YC3 S(rgt • •3&I 0.8Z'i i •• • • •••-PRODUCT ANCHORAGE I$IN ACCORDAt�E YYRH RE(�}tfiEMINTS AS FIJ 2X MIN SPRUCES FBt W0 4ij 88 WOE SCREW 1-11� 7f16° SHOWN FOR FLANGE WINDOWS. 1� SHEET 8QF8 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• Florida Building Code Online Page 1 of 2 IN PC&p p Cl acts ft= I Loam !USW ncomaanon WTOOM sacssFans W1Wk-,U nri Bus9hm product Approval Pro R USER:PuMkU. Regular'Ion > 9 An011eetign LM>POPUM M DMU MW .: FL* FL16177-RS Appucation Type Revlslon Code Version 2014 Application Status Approved Comments Ardilved ❑ Product Manufacturer Custom WkMow Systems Inc. Addrew phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss*cws.cc Authorized Signature Koss Erin skW"cws.cc Technical Representative Erin Koss •••• AddreswIlhone/Emall 1900 SW 44th Ave. • • •••••• •••••• Ocala,FL 34474 • • • • (352)368-6922 Ext 291 •• • •• •• •• ekass@cws.cc •••••• • •• •••••• • Quality Assurance Representative ]ay Lathrop •••• • • i••••i Address/Phone/Emall 1900 SW 44th Ave. •••••• ••••• 00:900 • Ocala,FL 34474 •• (352)368-6922 Ext 291 6• •0� •• •• ••••• jlathrop@cws.ct •• •• • •• •••••• • Category yyl�pwg • • • • •••••• Subcategory 9ngle Hung • • i••••• • • Compliance Method Evaluation Report from a Florida Registers Architect or a Ur47nsed' Florida Professional Engineer la Evaluation Report-Hardcopy Received Florida Engineer or ArCMtect Name who developed Lucas A.Turner the Evaluation Report Ronda Ucense PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 10 Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R1 QDI EvatReo CWS-8120 SB-6100 IMP NoSillAnch)odf Referenced Standard and Year(of Standard) filandwYAlK AAMAfWDMA(CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E188"S 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By http:I/www.floridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1Oy... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FOC Approval 04/25/2015 Date Approved 06/22/2015 Sununery of Products FL* Modei,Nmnber or Name description 16177.1. SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Uraft of Use Insta[[alion Instnue ea s Approved for use In HVKb Yes FL16177 111 II CW$-81213(SH-8100.IMP,NpS!OAnchl.odf Approved for use outside HVHZt Yes VeNfled By:Lucas A.Turner 56201 impact Redartants Yes Created by Independent Third Party:Yes Design Pressure+70/-70 Evaluation Reports Othen SH-8100 PVC Impact,no sit[anchors required. x1-16177 RS AE DuPont PVB NOA 13-0129 27.ndf Safety glazing required on outer lite above 30 it.In HVHZ. FL16177 RI AE EvalRf n CWS-8125(SH-8100.IMP. Glass complies to ASTM E1300-04. NaSIIIAnchim f &JQ77 RI AE Octan x(Milcron)NDA 12-1017 02.odf Created by Independent Third Party:Yes 0000 • • • Phone,::1940 umM,Monroe s1rL0t.Tw6ffis®ee PL X99 pig•SSa-487-94 • 0000 •••••• The State of Hondo Is an Ak4W employer.fanvrld, of Phnia,:: •• • •• • •• 000000 •• 0 00 000000 undar Horids low,arae address are pubik records.Vyou do not rant your ewmw address released in respor so to a publfosreoords Mwit,do not send dec4a:x mall to 00 WAY.Instead,contact the of5te by phone or by kmabwal nese.9you have any question,hWmdlriftuero.487.19p5.*"uam to • • Section 455275(1).Florida Suftm ,dractHa acbmw 1,7012,eaarem Howsed uad0r papier 455,F.S.nu et prmrlde tJa arch an email address r 00000 • tlrey Lara orr.The eneapa provided tray be used for of dal sarnmunicatbn with the eaeWW!tom erffiH eddres� �,�,�� .8 Y000 Gish to • • supply a pasorab addrams,please WwWo the Pep,town with an erne address whker can be nada avaliabis to tfa puWk R$iTii" K you 4 under *0000 Chapter 455.F.S..Irleasa eed<�5, • Product at AppevAOCQpt6: 00:66: 9• • 00:90 •• IMMIRE • • • •• • •• 000000 • esrrarra • • • 0000•• • • • s • 9 0000•• • 0000•• • • • • • • 9 • •0009• 00 • 0090 • • • • http://Www.floridabuilding.oxg/pr/pr app Otl.aSPx9panne=wUEVXQwtDgvyf4ngAXhlOy... 6/24/2015 • URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A. #29779 Evaluation Report 312B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44 h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5s` Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-8128,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3815-1 A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard L Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMAIWDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B,signal and sealed by Lucas A.Turner,P.E... :006 0 0000 ..0000 Installation: Units must be installed according to approval document CWS-812B. :••• 0 •• •• 0 00000• • 000•••• 90099• 0 Limitations of Use: This product: 9 9 0000 • • • • May be used in O/X configuration in sizes and with max.glass DLO heights as'$li'o4ibtn in MS.:9 0' 812B ""• 0000.. .. . 0000. • Is impact resistant and does not require the use of shutters 000000 0 '• •...•• • May be used in the High Velocity Hurricane Zone • •. •• • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outbolsrd liti(Towered, 0 9 0 9.9 required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/iAnn�iYA ' 9 • • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • nboar•• •••• %••• • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.0210.9 • 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the S'h Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. *>>`,,��1�41 tt�10. RE soc ft ^j Na 58201 4/18/2015 ;&V: :er Lucas A.Turner,P.E. *'9 STATF, OF ;•tri• FL PE#58201 '+V�t`�R�.o a 1�a'' 1�`r Lucas A.Turner YONA;�+�* �, 2015-04-1 S 22:20-04:00 SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN 0 DESIGNED AND MANUFACTURED �^+d TO COMPLY WITH THE FLORIDA BUILDING CODE"M CURRENT VVINDOWMANO EDITION IN WING THE HIGH VELOCITY HURRY ZONEAND 1 OW SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEfi A CCALA.FLOR!DASW4 IN ASTM E 1988 PER THE FBC. WWW.CWS.00 2.GLAZM OPTK (SEE SHEET 2) ss ve'Max OVERALL FLANGE WIDTH 3.0ONROURATK>I9S:'OM. 8100 PVC III 718'MAX UNIT WnnH SINGLE HUNG 4711118'GLASS DID 4.DESXdN PARE RATING:- NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-13D0-04. A -POSITIVE DESIGIN LOAN BASED ON,TESTED PRESSURE.WATER ,• N INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E130044. _ 88' 1 3 ANCHORAGE:THE 33 IZ%STRESS INCREASE HAS NOT BEEN USEDMAX 8 OVERALL I - -- I INTHE DESIGN OF THIS PRODUCT.SEE SHEETS FOR ANCHOR FLANGE ANCHOR CALCULAAD DURATION FACTOR CI=1.8 WAS USED FOR WOODMIGHT i� m B I I B GLASS 13m 8 PRODUCT NOT APPR IM FOR PACT RESISTANCE.SHUTTERS ARE `= DLO MAXal3w 7.ALL FRAMES AND VENTS FULLY WELDED.SMALLJOINT BEAM SEALANT Irul I USED AT FDED MEETING RAIL AND JAMB. O M UNIT M I t HT a SERIES 1 MODEL DESIGNATION 8"100. S.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: p I X-OPERABLE SASH,O-I D ED SASH ww a0 d g SMAX ASH I I I0 SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A FNILAR HEIGHT MO GLAD �10 X B 11.EXTERNAL WEEP SLOT=1/4'x l-IW LOCATED 4'FROM BOTH ENDS. S �Ns 8209 t � i C 5 —— —— — TurT1@rA y STATE OF f7TN 2015-04-11 15:1544:00 Qw GLASS OLo Zan MAX. WIDTH 4111=5 LUCAS A.TURNER,P.E. FL PE#88201 •• •.• • • • • • •• 1238JABARAAVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.S41-380.1574 • •• • • • • ••• • GENERAL NOTES AND TABLEOPCONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS_._1 ICN EQu� iE • • • 01 . GLAZING DerAn..-_ __ _--.-.a IZF . • • IMPACT RATING RAT OBM8112 SECTION VMVM-..«.«......... 3 MAX. UNITS • • � `• • • EXTRUSI(XiS&B.O.M._.....»....«...�...4 ANCHOR BCHEouLE m NotEsm _-s 51-718°x 61-3/4° • ••+/-7Q PSF:' ' t1w MISSILE IMPACT GWS-812 B INSTAElATfONDETADS...._ ..8 SHEET f:f5 IOFB • • • • • • • • • • • .• .• • . 0 •. •• vYINnowSmysTes s 1800 SW 44TH AVE. OCALA,FLORIDA 94474 W W W.CWB.GG 81W PVC SINGLE HUNG IMPACT W N ao 7t8'OVERALL MI ATED MAN 7Ar OVERALL INSULATED GLASS 1AY ANNEALED OR TEMPERED lAr ANNEALEDORTeA MRED O7 7118'AOISPACE 711V AIRSPACE a 6118"LAMINATED GLABS Shr LAMNATEDQLA88 ._ 1AP ANNEALED 118"ANNEALED p; OW PVB KI ILAYER BY OUPONT OW PVB W ERLAYER BY art. 1Ar ANNEALED 118.ANNEALED DU0IA9EAL BY TRLISEAL WRASEAL BYTRUSEAL PURFECTOLAZE"W OR SIKAF.D(882 PURFECrGLAZE"OA SWAF.EX 662 m d 1 112'GLASS SITE ttl"OLABSB(TE AsaoRBW �'9 cil;G8 r4 } No �tg E*e * I*x 1 n STAT! OF y� FDED LITE BASH L� 411112015 LUCAS A.TURNER,P.E. FL PE#58201 •• ••• • • • • • •• 1235 JASARA AVE. • • • • • • • • • NORTH PORT,PL 94288 • • •• • • • • • PH.841-NO.1574 • •• • • • • ••• • •• ••• •• • • • •• GLAZING DETAILS OFAVM Or DATE; • •••• ••• ••• ••• ••• BAT 08M8/f2 • • • • • •i i• • i•• i• • i • *0* CWS-512 B •• • • • SHEET f:1 2OF8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • iNTFAtOR YWNDDINlYSTB18 I OW SW 44TH AVE. OCALA,FLORIDA 34474 1 WWW.CWS.00 8100 PVC ® SINGLE HUNG IMPACT t �c 3 1 SECTION H B 4 NOTE:LEFT SIDE SHOWS Mo SECTION V[Ew, 1° FMHT S0)E SHOWS SAsH SECTION VIEW. s i M6 smi liar ev 6�ITER�R m,� 9 aaQQZ s P� 9fATL OF f�GC �L��•``��a R L�lrr?fir sA�,•��LII�� 6 4!1112015 2 UUCAS A.TURNER,P.E. FL PE*58201 •• 00: • • • • •• 1238JABARAAVE. • • • .0. • • • NORTH pORT� • • •• • • • • • PH.8413801574 • •• • • • • ••• • T's •• ••• •• • • • •• SECTION`-A SECTION VIEWS ••• •:• ••� •:• ••i •• NMNW. DATE- • BAT 06/1$/12 NOTE:ITEMS NOT SHOWN FOR CLARITY: • • • i0 0• i• • i • CWS-812 B 20,2528.3& 44 97, ,51-32,5356,84.67-86 •• • • • • • SHEET 6 12 30F ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r PAWSLUT PRAME FNM REM PAIQO OFSCI�IRIN VRB M< MA ERM 9118' COI�Tl81C7!♦�1 _WMWWMTSuJ�A,� 1 H4M Main Fc, W ., Had M&M n Fc.8H ,PYC,801 I+-11W/8' 3 J14V AQ¢btFr., H, ,PY L MOv9n VI 1 ! -23I1� 1908SW44THAVB. 4 n Fr.,SH, R. NIMM Vinyl 2 ,fj -II--- OCALA,FLORIDA3at74 8 3 1 WWW.1AAtS.CC 8 Ban MU PYC 1 211118' 49F"sES ARM Rao A4mt ills, 108wh Ban=Ral4 PVC M#= Mir 1116 OO q ypg p &Iw PNC 12h .Ra0 M6ctrm (ALL1lbE8) SINGLE HUNG 13 81488 B RJS. L 14 PVC MA M Fi MNa&M PVC BAMi OU RAIL4= PVC SASH TOP RAIL-ow MACT S�8064 .Bd.,7A3' � 18 84013 Scirm Ado,%OftPYC,Hmlx Vhryl 19 S-8014 Bm. n N PYC VeR. mown vInyl I t12 2 H-888 888 F SOR Part. M 0 ,3n8'- 24P2190 + s � 258 P.90.59 98h Coln, 881 PWM � 28 -P-w" Take �I 88 U 1/18 1618 21AY 1116° F0030 N�eYO RAIL 27 P-M PYC 4068 Ig ,6npaet.PYC = AME OUTERFRTOGEMMWITH 30 P.3216 lwamomw Flap am plmft REM,VAMOT HOOK-1112 t� 37 P WSW.0--Mx1ffireted om PYCSAMt81ERAR-6094 RXEDRAIL-Iwo R A,TEK 2 F89tenel SIo 38 0--w—w 88 x 0.82b Ph PH am Hoft steel 39 41 W#5 x 1.250 Ph FH FArb 11Lp 1 it��{ qtr- 5mr 1� 40 F4-2—BM 88 x 314 FH PH WN � steel I 1 O 44 P4342 Samn 8 ,SiA.5504 Schree fArH 16116' 45 P 1 M vir 048' 1116° 1-Hoz 47 P.9438 83te9m1�2 or PurteCl tilete`H' 1r Is P-M &k.,85fir.,118'xSTx2• F.Lem Rt—aw— PVC&WSTOP-an PVOSCRAICATCH-6013 PYCMMRAO.COVER- PVC BCREt31RUPPORr-�14 yw 52 P-M3 Pro t'��+ 8 N 1 v s4 h EE SHEET 2 �� 6n° 11s + r�•7s Ns 58201 `ri g aw 58 -=I I-MIr tli6r 1 7A1• -a• �� 82 P3218 nmFreme, tnb• 83 P-3218 wn tne' 9TAT8 OR Fes$ FrArtIB,VeR. Allmetbl B4 P-3321 Frdnt6 Key ANrretal P REMF.S.B.R1SAR-t488 REM.WM PAR 1t� REMF.TOP RAIL-1497 PVO m,pZM gEAD4104 y,40 10� is 65 P-g'a81 Scmen(lath,18 x 16 F -V-=M BC=n EOM.155 Dla.,Sk. �BhNitnrfit , 87 P,3029 SOMM PUD Tub Alum zy as P.1C i semen ,as R.Bmeen 4111=15 MMI reM PVC Pfast�a 8 sn6- LUCAS A. FL A 1 P.E. HAMAhmt Mad R80 M2rk Aglm Cam,Fkad R69 AABe9n I O 1238.IABARA AVE ,Impaa Alum •• ••• • NORTH PORT,FL 34288 aux 112', TE • • • • • • • • • PH.841-380-1974 pr • • • • • ••• • 12' LINE GEMS NOT USED: • • • • • • • La,7,11,15.17,21-22,2$.31,33.38,41-43.48,49 60 83,57-61,897w9 • �� Ir —3'---moi BOM AND EXTRUSKM tnir 9c1�1Y suPP�r-s11s • ACROOK ••: •:• ••: ••• BAT 08118112 •• • • • • • • • • CW8-812 B NOTE ALL MMJSIONS ARE ALUMMM 6089-TS UNLESS OTHERWOE NOTED. ••• • ••• • ••• ••• SHEET 12 40F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 060 0 • isrMAXcm.) 1T MAXoaITYP.) wlN3owlTYSTBd9 r MAX(TYP.) 19Cm SW 44TH AYE. OCALA,FLORIDA 34474 W W W.CWS.CC M10lir 1 ; NOTE 2 8100 PVC m�P�a O SINGLE HUNG a IMPACT 1 I to N 1 I a� 10 trr MNL O.C. q nDi 4 1 1 j CLAP•) NOAN04MREQUMDINS. ,WasLIT.OL&M 2 NOTES: KA'rATE 611 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATON.NO ANCHORS REQUIRED IN SILL - ��Zy. 2 CONT FWAT EACH INSTALLATION ANCHOR USM LOAD BEARING SHNS.MAX ALLOWABLE SHIM STAOKTO BE 114'.USE SHIMS WHERE SPACE C#IEATBi THAN 1116 I8 PRESENT.LOAD BEARB4C#SHIMS SHALL BE CX)NSTRUCTE:D OF HIGH DENSITY PLASTIC CML BETTER WOOD BHSLS ARE NOT ALLOWED. ml 3.ANCHOR TYPE,SIZE,SPACM AND EMBEDMENT SHALL IE AS SPECIFIED IN THESE DRAWINM SEE TABLE 1,SHEET S. 4JZ011 b 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A OMOSKOI RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN C ONTACT WITH PRE88URE TREATED WOOD MUST LUCAS 1 TURNER,P E BE PROTECTED TO PIVVENT REACTION. FL.PE#5M S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANGOR MANUFACTURER'S INSWiAV WN VRWTK*0,AND MCHISM SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM N 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEETS. • • • • • • • • • NORTH PORT FL 34288 • • •• • • • • • PH.041-38C-1574 5.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DREMM OR STUCCO. O EMS NT SHALL BE BEYQND WOOD BUCKS,IF USED,INTO SUBSTRATE INSTALLATIONS TO SOLI?CONCRETE OR QRO UT+TI r ED CN1AU MAY INCLUDE BUT DO r*" l#01 PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATXNNS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PROD 7.A MINIMUM CANTER TO CENTER SPAC84G SHALL FASTENERS:S"MAINTAINED BETWEEN ALL FASTENERS: FOR MASONRY 1•FOR WOOD AND METAL NOTES DS a WOOD OR MASONRY OPE ,BUCKS AND BUCK FASTENERS SHALL IIB PROPERLY . THE IT�3 R fT&4AR W RECORD AMO INSTALLEDTO TRANSFER WIND LOAD TO THE STRUCTURE. �T =191122 SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN T S S.CONCRETE AM MASONRY 69890AATES MAYNOT SE CRACKED. •• • • • • • • • • CWS 812 REV- S B .SEALING AND FLASHING STRATEGIES FOR OVEM.L WATER RESISTANCE OF INSTALLATION SHALL SE DON 1!Y BRS �C CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAIAAMA IOD(RN WINDOW$),FkWAAMA 21WFLANGE WIOOWSL RAMNDMA 21SDM*WINDSWB},FMN AMICMA SHEET 1:15 5OFS or • • • • ••• • • • • • • • • • • • • • •• ••• ••• • •• •• ••• • ••• • • TYPICAL HEAD ANCHORAGE MK EMSEMAENr 101.Eom Der. SEE TABLE 1 SUBSTRATE wmwwm"nm SEE TABLE 1 lie40.m �AS I 19W SW 44TH AVE SEE TABLESUBSTRATBY OTHERS '".00A. 34474 PERUNETER SEALANT SEE TABLE BY INSTALLER MKmmm3,T MK SEE TABLE 8100 P'VC INSIDE AND OUT U TALIATIONANCSMLE HUNG FLANGE SEE TABLE t SEALANTR ua•MAX�a IMPACT W N � O ETEERR SEALANT ER INSTALLATION ANCHOR ANDOUTSEETABLE iANT BEHIND E BY WALLER � a CON.NUOUS DOUBLE Mir BMW OF HORMONTAL SECTION N TR UIBIDSEALANT 8 TYPICALJAMSANCHORAGE BE Fp rAND INSSY I R tp"MAX BFIYI ILSEALANT C FLANGEIND BY�WALLER m.= PB`6Rp ALLERSEALANT INBIDEANDOUT SEE TAKE 1pSs'e 4y SUBSTRATE BY OTHERS v,1j N• 58201 SEETABLEISEE FABLE I8T AY6RTDAL SEC170N S ANCHORAGE S�TA�T�E OR a� 'Rd�Bj'w».L.�O� L—JAZAt. X� TABLE 1: 4V11/2015 LUCAS A.TURNER,P.E. FAN.Mon!TAPCON IpIL FL PE A 58201 PC met MIN.) lw 1-1V2 1- �tCTER SEALANT123BJABAAA AVE• BY WALLER• 42'• • • • • • FIDE AND OUT NORTH PORT,FL 34288 (LOS KBI MIN.) EL0ON 1 1 • • • • C I NTALBEOTION PH."1-9 1574 GROUr+ILLED OMU(ASTM O fF F B�TALLATfdrlELNN 1-1A4' • • �• • • • HEAD AND sOLt 1LBLAp RBOC WALLATION Lm STIFLE Pm P-6.j" 1.9te• 7I8• INSTALLAT1pN DETAILS OR�� FLANGE REMOVAL NOTE:PARTIA LY OR FULLY REMOVING THE FLANGE, MLti PONE O WOO14w 74• UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: MUNRIF—our--- 15 GAUGE(0.0an M R STUD 310.18HR .EILC1�trw FUIJ_THREALI• • • • ••• • BAT DW18112 (3S KSI YIELD M" TM SEL13 SCREW • „� • • -•x,114'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED I _Iff ALUM.(5083-76 MIN.)OR 810 GRAAPPING/ FUI 1,iii• • �4tt • •• i1 AND OUT,FULL PERIMETER,8Y I4STAL.LER. GWS$12 BU8'STM.(93 KSI MIN) DR9J I�ttN • d`78°i • ••• • HMN ANCHORAGE FLANGE IS IN DANCE WITH REQIJIREmENTS AS SHEET 12 SOFS ••• • • • • ••• • • • • • • • • • • • • • •s •• • • • •• •• Florida Building Code Online Page 1 of 2 41 s, y raw of ex7S Home L"M i t1w RepW S*n W Tapft UbnUt Sw Omw sem a rtca P.bh Cions I me.Yirfi I a(:48 SW MSV � LtM�; � ',,m rm ros Busenei USSR:PubkUmPs ,al ProdudApproval Regulation > s Annfkaftn Appawtlaar Dews FL# FL16736-R1 Applkation Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss®cws.oc Authorized Signature Koss Erin ekoss®cvrs.oc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. •••• Ocala FL 34474 • • � o • 0000 000000 (352)368-6922 Ext 291 • • • • ekoss@cws.oe •• . .• • • • • • 0000•• • •• 0000•• QualityAssurance Representative ]ay Lathrop ••••• •• • • • Address/Phone/Emall 1900 SW 44th Ave. •••• • • • • Ocala,FL 34474 •0000• :0000• 0000• (352)368-6922 Ext 291 0 0 0000•• •• • 0000• ,1�tt►ropl�+ctvscc • • • • • o• •• • •• 0000•• • calory Wa,do, •o•••• • • Subcategory HorizoMal Slider • • • • *000:0 0000•• • • • 0000•• Compliance Method Evaluation Report from a Florida ReglstereS Arch 'deft or a,' • • Florida Professional Engineer •0 • ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Tumor the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 66 Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R& 00I F&AlgeD CWS-8701115-8200,74x63 IMP),mil' Referenced Standard and Year(of Standard) fibilsidew Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2006 ASTM E1300-04 2004 ASTM E1886.05 2005 ASTM E1996-09 2009 PA/TAS 201/207/203 1994 Equivalence of Product Standards Certified By httP:l/www-floridabuilding.org/Prtpr clip dtl.aspa?Param=wGEVXQwtDqugoblolo2#TZm6... 6/24/2415 Florida Building Code Online Page 2 of 2 a Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products PL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74°x 63°,XO or 0 OX. Limits of Use Installation Inetructione Approved for use In HVH&Yes FL16736 RI II CMS-8716(HS-8200.74x63,IMPl.odf Approved for use outside HVHZs Yes Verified By:Lucas A.Turner 58201 Dripect Resbdmn t Yes Created by Independent Third Party:Yes Design Pressure+60/-60 Evaluation Reports Othan Large Mlsslle,74"x 63°,DP+/-60 psf.Outer Ute in 816736 RI AE DuPont PVB NOA 13-0129 2Z.odf I.G.must be safety glazed when used above 30 ft.in HVHZ. EL16736 R1 AE EvalRep CM5-8716(HS-8200.74x63, Glass compiles to ASTM E1300-04. IMp)apd F116736 RI AF Quanex(Mikron)_NOA 12-1Q±7_ a?.odf Created by Independent Third Party:Yes 16736.2 HS-6200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 630,XOX. LlmRe of use Installation InstrucHoas Approved for we In HvKrs Yes FLIS736 Rl 11 CWS-8696(HS-8200 111x63.IMPt.odf /tpproved for use outside FItIHZs Yes Verified By:Lucas A.Turner 58201 0 Impact Reslabuds Yes Created by Independent Thir&PartzpYes 0000 6••••6 Design Pressures+60/-60 16valuation Reports • • • Others Large Missile,111°x 630,DP+/-60 psf.Outer Ute FL16736 Rl AE DuPont PVR NOA 13!0129 23 natf *• • in I.G.must be safety glazed when used above 30 ft.in FL 16736 R1 AE DuPont S[P 1 MM24 02-ndIe 6 000000 HVHZ.Glass compiles to ASTM E1300-04, FL16736 RI AE 111x63. • • IMPI.Ad 40.6 0•• FLIS73� 6 Al AE Quane_x(Mikrsn•1 12-10:7•D&jd' • • Created by Independent Third Rea xYes • ••••• •6••6• 4040 • 4040••• ® ® 4040 4040 • 4040 •40••:• • • • • •40666• •6666• 1 ::±sun wen.ear..m m,.re e� cram Phone eso-asr-t q •6• • i•40 6•i The Stttte M flotilla Is an AAMW employer.Lamnial 2009-2013 PleNda.:: • • Under Rolm low,armor aftosas are Public remft Hyou do not waist your a•meil ad*ess released in response to a public-toreros roquest a oat turd electronic mall to this entity.lns6sad,contact the ofie by phones or by traditional(nal.n you bavn Boy QW000114 plessa contact 8$0.457.1995.Ohnstant to 5mt11n 455.275(3).Flodia Statutes,nary affecovot October 3,2012,Hoarsen Ibmmed under Chapter 495 F.S.must WWASa the nepettmmft wim an omen address 9 rmtwm to suPPN personal addres%00290W&MBW&MB the DepBrtmmR with be mW lbraftbi�I address which® mtsde eveuel is to are Pd�rnbre If 1 amubft record. a Sc ere ander chapter 455,F.S.plasse dick ba- product Appravef Accapts: eta s ittao htip://www.floridabuilding.org/pr/pr app dtlAspx?param--wGEVXQwtDqu8obl%2flZm6... 6/24/2415 A URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 871B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5s' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Tumor,P.E.,at 1239 Jabom Ave.,North Port,FL 2) Approval drawing CWS-871B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-IA,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886`02/04/05,ASTM E 1996`04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440`08 4) Supplemental Calculations to support CWS-871 B,signed and sealed by Lucas A.Turner,r.r•'• approval to document CWS-871B. 4 . 0000 0940.6 Installation: Units must be installed according a 4"� Limitations of Use: This product: •••••• :0000: 0000 • May be used up to the sizes and daylight openings indicated in CWS-871B •,4,®• ;••••• •4 • Achieves design pressures of+/-60 psf • • Is Large Missile impact resistant and does not require the use of shutters ••'••• •• ••4 4 4• • May be used in the High Volocity Hurricane Zone ••••4• • • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 4 ' ;000;0 •••• • • Requires Quanex(Mikron)white rigid PVC&inning per Miami-Dade N.O.A;124bi7.02" :0000: 90 . 4040 t I have evaluated the interlayer and framing materials in these Dupont and Quenex NOAs and find • that they comply with the requirements of the 56 Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products,for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. ss,�ot"""j$DW't4t, s= No 582x1 01 v 0% is .Q STATP- OF 4/18!2015 �'•.t�`'`�=1,o R ��'#��`� Lucas A.Turner,P.E. '''•ys+O �;�•`r FL PE#58201 off a Lucas A.Tumer 2015-04-18 22:21-04:00 _EN6iALI4tI7E8: ORIZONTAL SLIDER - LARGE MISSILE IMPACT ,.nESS, MUMINMMMnNOA,, MMUFAMFM TO COMPLY WITH THE FLORIDA BUILDING CODE"M CUAgENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HYFI;}AND ISM SW 44TH AVE. IS RATED FOR WHO ZONE 4 MISSILE LEVEL D IMPACT USE AS DE A D GALA,FLORIDA 94474 IN ASTM E im PER THE FSC. WWW.CWS.CC 781!4•MAX OVFAALL RANGE WtM 2.GLAZING OIC:(SEE SHEET 2) 3.00NFIGURATON8:'OX','XO". I�FVC 74"MAX LW WIDTH HORZ SLIDER W BSS OLD 4.DESIGN PRESSURE RATING:-NEMME DOW LOWS IMPACT BASEA GLASS TABLES AM tl3 35M.D�,TESTED PRE8l3U8 ANb _ -POSITIVE DESIGN LOADS BASSO CN TE87E1)PRESSURE,WATER TMI r t -- -- -- - INF LTRATON TEST PRESSURE AND GLASS TABLES _ ASTME-130044. t j 5.ANCHORAGE:THE 33 t40%STRESS INCREASE HAS NOT BEEN USED 64114 t IN THE DESIGN OF TM PRODUCT.SEE SHEET 5 FM ANCHOR FLANGE . B t B ANCHOR CALCULATIONS.DURATON FACTOR Cde16 WAS USED FOR WOOD t HEIGHT 8.PRODuCTAPPROm FCR uACT RES53TANCE.SHUTTERS ARE NOT g I t FECUIRED.THE IMPACT ROTARY L ARE INTENDED To BE LEFT :t O I , + I UNLATtM OURING NORMAL OPERATION OF THIN PRODUCT,BUTa m I MAX KW BE ENGAGED PRIM TO WMW RE TO HURRICANE WINDS AND 4 1 /''' '� �/ H�EICHf O /\ i ®MAX 7.ALL FRAMES AND VENTS FULLY WELDED,SMALL JOINT SEAM SEALANT � � SASH USED AT FUM MEETING RAIL AND HEAD1 NLL i I I HEIGHT &SERIES 1 MODEL.DENGINATON H&SM o sB 18118" , S.THE DMIGNATON X AND O STAND FOR THE RUDWING: +� � oGLo� , e X.OPERABLE SASH,O.FIXED SASH +y I I 8 It LOCATION. CALLOUT S APPLY TO ALL ELEVATIONS INA SIMILAR ,� N��l► I f !1. 98201 7f 11.EXTERNAL WEEP SLOT=114'x P LOCATED 4"FROM BOTH ENDS. 00 -01 C 9 STATE OF }pfd C..•--J 5 A -- Lucas A. 4.°..P..�` 10+``� Turner tOEYA , 33't1lA88 DLO 2015-04-11 —an"" 9e sf1s"Max SABH+AImTH 15:18-04:00 4!1112015 LUCAS A TURNER,P.E. FLPE#5M01 s• ••e • • e • • e• 1238 JABARA AVE. • • • • • • ♦ • • NORTH PELT,FL 342 • • •• • • • • • PH II ee • •• • • • • ••• • •e ••• •• • • • •• GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS ummww. DATE- GENERAL NOTES S ELEVATONS..........1 Rol ••• • ADE lama/13 SECTION YEWS&GLAZING DETAILS.-.2 MAX UNIT SIZE 7�E!IGN PR$SS RE IMPACT RATING ExITt�ONs&a.o.M.__.._.....___.........a 74"xi• • •• -Ff-60 F • • • • LARGE MISSILE IMPACT CWS-871 L3 ANCHOR SCHEDULE A NOTES...............A INSTALLATION DETAILS............._...._..._.5 SHEET 1:15 1OF5 ••• • • • • ••• • • • • • • e • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR WINDOW SY81'B4a 1800 SW 44TH AVE. 4t3OC L R ff 34474 an PvC HORZ SODER Ilk nuPACr WW1N. CC r 111,411 � SECTION e B NOTE:FIXEDLITEATHEAD AND SILT.IS SIMILAR. IUL .r o � and (1f EMS38a38) 7W OVERALL y'r► �' F' 1AP ANNEALED orTSWEFED # 7AW AIRSPACE roa 4S &IV LAM �Q� Nt ATE OF UaI��tt 'ANNEALEDt.o'j4'+7 ODC Y P PR / J=DUPOW PYO IMERLAYER TO HURRXVdME FORCE WOrD44 4 � � LOCATEDAT1HOiDPO11Yi8 1'1AANNEALED XZ PugFECTGLAZE 4/11=6 BWAPLSXB62 LUCAS A.TURNER,P.E. FL PE068201 8 b ••• • i i ••• e i • NORTH PORT.FLA34288 • •• • • • • PH.841-M04574 mm ••• • ••i ••• • 1I2 GLASS On SECTION VIEWS AND SECTION A-A 4 GLAZING DETAIL CAW- •. •:• B 1S�• ADE 10/10/13 8ECTION C-C •• • • • • • • • • ALTERNATE FIN FRAME • •• • • •• • • • • GLASS TYPE A CW"71 8 �� SHEET 2OF5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• r w II PARM LIST 5,16 CORNER�1 fl'tSA PART? DE8OI9PTION VH1®OR ldlT99AL 3118' 1 W1407 ROW.Sash MW.Ran KaYnYA* Almon ,trr VWNDaW 8VXn M8 2 FMN" Rabd.8.11AA.S.R, K"wwk Alam 8 a 3 18006W 44TH AYE. 3 H-1836 Meet.Rall Fxd Karnredc Alum OCAS FL01�q 34474 4 H-8052 Sub TgA3c.Rall Mkear PVC 211n8• �� 3 a'16• tne' 2118• 1118• .CmCC 5 WOM Main Fr.,SH,tW Fin.,PVC Maatrr PVC S 11.8060 Sash Mod.ROI,PVC maw PVCL �C 7 HMI Soh Skb AK PVC Mlkmn PVC �+I. (ALLt 8 �S•u�R 8 hF6049 Main Fr.,SH,WP10..PVC Mlkmn PVC PNC FRAME FULAMW � �RAR-IM FIZ SU DER P-3m smm Pull Tab Summk PVC FRAME F04 MU IMPACT 10 P 3033 SWean Spft SS Kft 118n9• t 3n8• _� m 11 P-3173 Srea1r PVC Taman PlssUc Rubber � 23na• � � ena• 12 P-3213 3trBAn Ftmne Alhnetat RdlFam e 7 4 a 13 P�3 Screen Spffm'.155 Oa,Bk. Dw t tit8• 1 aw r SA,• t stir Y w .. 14 P-4754 Sman FMw Clorm" AilmeW Npbn tpe. 1118° ,na• 1118• Fh<EOA9cET8I0 RAIL be S is P 42 SBem$ ,SM-65N 8dtnee Silkbna SCREWED TCOETHER WITH rA LS P-3 2 SBL 60c,85 Our..1/8'x 6A3'x 2'L9. AW&LOWS &O f PVC SASH MTQ RAIL4= PYC 8ASH SIS RAI.-B�t PVG SA8H MMi`M RASA;= PVC FD D RAILwvjR-8II89 OUTERFRAME 1 17 P-9428 Wstp.,O.P70 X.197 bads Fbaeel, Lmmfeb a tll 18 P-9S49 x 314'Spn 7EK 2 am Fast" Steal 19 P-4790 0 x 112"Thme PH TEK 2 ant FaUmM Steel O ane• 9k 2 I ip 20 P-3782 Cap Pft U2'Hfft M&M Nybn 1-1mr 1 Isms. n.O �L 21 P 4779 P4M Spdng Lode,kapaot,PVC k9edtok22 9A$H MTM RA0,,�1497 SASH ROW.-Ism Raft.TetxlOm M&M N�art 8° I t 5ne• 23 P-4081 88 x 1 114 Ph FH TE&Wht. Feetenel 811391 , WIT 1714' m" 24 P-4= Keapef,broad.PVC ksarlock 7/� 3ne• 25 P-4479 We"cow Vw Flap M&M Nylonfns• � afmw T 28 P 4$3tl 1#8 x 2112 Ph three BMS Aj- Stem P��w 1SM HEAD IMPACT HOOK-1W9 1ry8• 1n8• S.&RJ&S.R.•1488 ROLLER TRACK-1778 27 P•4958 Rotary Lock 8rdlkmn enc STtt No Mal 28 P-4M Keeper,Rotary Loa SuOherl am 0 sne• 2#:j * I N*- 29 P409 WM,0.420 x.1 87 back Fln&W,Cb IM of Ile 7A1° -a STATE OF �� r -� 30 P BerrM Fastener F88torml Steel i I 7!8' 0 .;1 1ti 'r?�: 31 54498 Rei .&B.atnt,Head Keym* Alum a e, � "r► 4 p pt ..��y. 32 S•t498 F1@LH S.B.RJS.S.R, Karrtredt Alum 1ne• � "ON""A1.��` 34 S•1778 Rdler Ttack K"mi* Alum r>tB° 1ne• PYC GM AZ03M-8O84 GLAZE SM-1112 m> 36 8.1909 FwwHa&k N�0,hijim K"mmk Akan PLANVI51N4= PANELMPACTCATCH-2808 1Yd 1118 9!6• one, 4Z;z_15 36 8-2000 Parse!Catch.HwA hpeot K"""I Akan � ,�� ,, 37 JSHEAdapL, 'it 1�laort PVC ane• & '/ LUCASA TURNER P.E. 38 Adapt„aW Nib,PVC MOum AVC --� h��F-1w _ u18� ''��LL111c 1239 P,IAB#AS=l 39 PVC M&M PVC T_• 8l1PPORir3116 • i •(�• PVC8twml,rA9OFt-8013 PYCANT4uFT-6= NORJABATH ,FL3429840 AW CDW Mkmn PVC • • •• • • • • • PH.841 -1574 41 • •• • • • • ••• s 1.r. 9 Bead Maven PVC • • • • • • • • • sne• 42 MASS ISEE SHHET2 CARDINAL QHS •• ••• •• • • e •e 49 Plufect elate w.SSaFtelt 55L Hartsell Sera sometete° 80h1 AND EXTRUSIONS PNC9N8UPPp;f-[Otb URWN DAM- 0 ••• ••• ••• ••• • • • • • • *o: ADE 10/10/13 • • • • • • • UNWE— LINE ffBAS NOT UgEp; • •• • • •• • • • • CWS-871 B 33 Nt7TE ALL EXTRUSION ARE ALUMINUM 6083•TB UNLan OTHBRtAtISE NOTED. • • • SHEET 12 30F5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r S1NLMDCW I�8�1for 112 1W MAX O.C.ITYP.R 00 W 44TH AVE. �`�'� �a ow.) 19 ORIDA 6'MAX TTYp) SEE NOTE 2 4.MAX OW) B°MAX C.C."P.) SEE NOTE 2 W WW.0OCALA,W&Oc 34474 UNTALLAT04 sm PVC ' ANCHOR(M.) ; INSTALLATION HORZ.SLIDER s' I ANpiOROW) IMPACT MAX Om tTYPa av 'MAXoa - - 0a mdg ,aa"�w rNy RAI NATES: jp��, tot STATE OF {�Yt 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.Sill ANCHOR SPACING SAME A8 HEAP. 4O R ti�fl. 2"AS REO D EACH NSTALLATIPL ANCHOR ETTE LOAD LSARING SRIMS.MAXALLOWABLESHIM STACK TO BE 1!4°.USE SHIMS WHERE SPACE GREATER THAN 1118'6 PRESENT. LOAD BEARMp SHII4S SHALLBE �•' � CONSTRUCTED OF HXili DENSITY PLASTIC OR sETTEA.WOOD SHBAB AFS NOT ALLOWED. ..� 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE As SPED FIED IN THESE DRAWLNGS,SEE TAKE 1,SHEETS. 4111=15 4.ALL INSTALLATION ANMM MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR CDATQM.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER4 P.E. BE PtVJTECTED TO PREVENT REACTION. FL PE#S=1 t 1239 JABARA AVE s SPECIFIED IN ANCHORS SHALL BE N ACCORDANCE WITH ANC}IOR NWNIIFAOTURER'I�II�tA'AIlM Rl0V4 Arp A SHALL NOT BE USED IN WWMTES WITH STRENGTHS LESS THAN THE MINIMUMNORTH PORT,FL 34288 SPECIFIED N TABLE 1,SHEET 5 • •• • • • • • PH. 941-=D-i574 • ••• • • • • ••• • 8.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALLDRESSING OR STUCCO.FOR SCHEDULE AND CONCRMO EMBEE TENT SHALL BE BEY WOOD BUCKS IF USED,INTO SUBSTRATE. ANCHOR 3(',H MISTALLAT ONS TO SOLID CONCRETE OR C>OUTfILM CMU MAY INCLUDE BUT DO N"AEf9RVIX I�4FE]y1HE P TAND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCTAND SUBSTRATE T.A MINIMUM CENTER•T"ENTER SPACING MALLBE MAINTAINED BETWEEN ALL FASTENERS:S"FOR MASONRY p FOR WOOD AND METAL • ••• ••• ••• ••• • ADE 10/1UV13 8 WOOD OR MASONRY OPENINGS,BUCK AND BUdC FASTENERS SHALL SE PROPEFIl Y QESI ED BY TFIE�Op RECORD AND INSTALLED TO TRANSFER WBdD LOADS TO THE STRUCTURE r. _ SUBSTRATES SHALL.MEETTHE MINIMUM STRENGTH REOUBREMENTS AS SHOWN 0Q"�LE1��HE'EJs•CANCR A11� TEs MAY NOT I�CRACKED. OWS-871 s 9.SEALING AND FLASHING STRATEGIES FOR OYEIALL WATER RESISTANCE OF IfNSTAI kMMA LL BE DONE •BWOTHERS FOLLOAt M THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAfAAMAICOMWINDCXN3J,FLWAAMA200(FLANGEWH Mft FMAANDMA2IXWXWINDOWftFMAIAAMNWDMA30EXTER*RDOOM SHEET 120 40F5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �N • TYPIOALHEA15ANM40PAW MK EMBEDMENT W 9EE TABLE f BUBSIIVlTB BY OTHERS PER EDGEDIST. 1/4'MAX SHIMtPEStMETER E t MIN.EDGE DWT. WYS�IOOW SYS' 1 �TABL SEE TABLE 1 BYOTHERB IBM SW 44TH AVE.PERIMETER SEALANT allaSMIE BY OTHERS iAr MAX SpA 80 TABLE 1 OOAL A,FLORIDA 94474 SEE 1 UK�lmflw 00, .on= �PERBdETFABEALANT EbiSi. Pvc INSIE AND OLIT DWALLER INSTALLATION ANGF�R HO�UDER GEE TABLE 1 RANGE SEALANBY QWALLM sHBA SEB TABLE 11 EMBEDMENT IMPACT mo NSTALLER 7-DISIDEANDOUT TM-- ANMORYg ul pU�TALLATiDN ANGF�R D INSTALLATION T�1� Lt7 wC 8EE TABLE I FLANLiE BY UtSTALLER FI BYNtFBT Z TYPIOALJ1u1BANOHO NTALaEqnoN TYPICALFINAKOWRAGE2 HEAD AND SILL SIMILAR FOR FIN INSTALLATION 1 g W U3 MAX SHIM SEALANTBEHPIO K ANSE BY MTALLERPERNETER Q ra 4 BY OWALLER�WUK I dT I MOIDE AND OUT SEE TABLE ,p {V SUBSTRATE BY OTHERS , .i.•f Ido€ p�� SEE TABLE 1 UK EDGESEE * A *L �� }7g A VBRitOAL 8ECT7�4 STATE OF f 3 TYPICALSILLANC}IOR ank ��Fytiri TABLE 1:APPROVED INSTALLAYM FASTENERS 4111=5 ITM I O IE(20 KSI MOV.) IV TNV TAPCON LUCAS A TURNER,P.E. 1-1t2- 1- PERIIA&TER bEALANT R PE S 68201 BY INBTALI ER 1239.IASARA AVE- COTK9IETE(28S K�MCV) 3118'ELOO ULTRAC>N! • •1' •• • •f•• • �IbE ArN HJT NORTH PORT,FL WM D HO UMNIALSEOTION PH.941 380.1574 F81ED CWIS'ELZO ULTRAOCN1 . BOdt t41Ak1EINSTALLAT�V MN.SOUTHERN PINE P-0.55) E FTW IA.TFCCON TAPCON •• •• •• • HEAD ANDSILL SIMOAR FOR BM BVSTALLATIONOR INSTALLATION bETAIL3 MR SOUTHER PULE(t aiq 810 WOOD SCREW t-w 7N• FLANGE REMOVAL NOTE:PARTIALLY0A FULLY REMOVING THE FLANGE, FLANGE 16 GAUGE(0.080-)MK STEEL 8TlA) 810-18 HL-n KNIK-FLEXRW UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE pROMED: (33 KSI YEW MIN) TEKS SELF-0161M •7H •• 7n8.•• • • THRU a060� • • • ADE t0/10/i3 118'RWM.(8081 T8 MR)�t 810 GRADE 8 gpF 1 • •-MIN.11 V FLET OF E ADHESNE CAULK IS APPLIED s: FLANGE 1A> STEEL p3 KS!MIN.) #10 G VG SCREN • i iTHR110•txi i• 7M� • i i INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 - B PRODUCT ANCHORAGE N 011 ACCORDANCE WITH REQU1REAdE1QT3 R8 9X MSL 8W111ERN PINE(G.0 b6) SOAEW 1-112 iJ2 • SHOWN FOR FLANGEWINDOWS. SHEET 12 50F5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 MIAMPDADE W IA;lII—DADECOUNTY,FLORIDA 4 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND EC0N06IIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADAUNISTRATION DIVISION T(786)315 2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaade.uovleconumv PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 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 Control Section to be used in Miami--Dade County and other areas where aliowed by the Authority Having Jurisdiction(AHD). 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 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. RER reserves the right to revolve 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 Zane. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion-L.M.I. .... APPROVAL DOCUMENT: Drawing No. 6300JR,titled"Impact-Resistant Vungfiym Tublr91t2ullions"!••;• sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 lwith the lates1levision d1f6d 01/29/15, '. .. ... . .. .... signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami-Dadg,*, jj j�ty Product ConQt • Revision Section stamp with the Notice of Acceptance number and Expiration 11gfie,,by the•Migni-Dam•••; County Product Control Section. •••••• •••••• ••••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant . . . . • ...... .. . ..... LABELING: Each unit shall bear a permanent label with the manufacturer's• •• or io•o, •i state,•••• p .lily. g fr ty� .• series, and following statement: "Miami-Dade County Product Control Approvdid",'finless oterwise noted...;. herein. • . . . . ...... RENEWAL of this NOA shall be considered after a renewal application has bech'file21 and 1iftUs be& • 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 teinination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade Colony, 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 9f the Building Official. . This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-1105.01 M1AM D Co TY �° �` Expiration Date: May 26,2016 - Approval Date: .February 12,2015 Page 1 } PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subsnitted under-previaan NOA No. 10-0819.05) 2.- Drawing No. 6300JR,titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed,sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2 Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3 per Water Resistance Test, FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 20194 5) Cyclic Wind Pressure Loading per FBC,TAS 203---94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. ••••• (Submitted under previous NOA No. 1"819.05) 00 00• •"':' .. V 00 ...... . .. ...... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, cop Pp*pg with FBC 2010"': and with FBC 5n` Edition (2014), prepared by manufacturer,•drtted 01;1010, signed,•• and sealed by Anthony Lynn Miller,P.E. 90006' 0000' . .. .. . .. . .... . D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resogrc%9 gtER). • E. MATERIAL CERTIFICATIONS • 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5'b Edition(2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010,dated 06/06111,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control to PGT Industries,Inc., dated 08/06/14, signed by Jaime D. Gascon,P.E.,Product Control Section Supervisor. ♦ y 4 aime D.Gas co,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL--6443, issued by Fenestration Testing Lab,Inc.,dated 05/05/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No.11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL,6443, issued by Fenestration Testing Lab,Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.0X) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq 1. Chanda,P.E.,Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their"PGT Series Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on 05/26/16. . . .... ...... .... . ..... ...... .. . ..... .. .. . .. ...... • ~ J Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NONIMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYAN(3WA8 REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT 5WALLATION.TYPICAL APPLICATKM ARE SHOWN.EACH SITUATION S UNIQUE AND SHOULD BE EVALUATED BY AN 803FAENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR2X WOOD BUCKS IF USED, GENERAL NOTEB....»...»......»..».1 � MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHER. T�1FIGURE 1: MULTIPLE atNwotan�nttroxv nan�kaLl A> Toee 2)THE TYPE A14DNtMIBEROFANCHORS ISCRITICAL TOTHE STRUCTURALP�ORMANCEOFTHE MULLED UNITS.MULLIONS ULUMI T02XVIOWMASONRY—2 MULLIONS Doom ED083IDE HAVE BEEN TESTED AS'FREE F1 GATING'AND DO NOT NEED TO DIRECTLY ATTACHED TO THE MULLION CLUB.BUT SHALL DWAILAUON NOTES 2 d sEEDE s ANOLRAR NOT HAVE AGAP OFMORE THAN tk'FROM THE CLP. MLL1.70MAtORY_...»».....».3 N A-RT82 BFGET32$ MULL WSTEELSTtm.«.«.......3 g 0] � 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WMDAD8 CORRESPONDING TO THE REQUIRED MIAJ.TO WJLL...........«....,...3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 11180.THE U3 STRESS INCREASE WAS NOT USED Sg ^---^-^3 N r IN THE ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERHATATE aaY M81L1026TALU1TtON . 4 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSE0.ITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE ;x 2 z.1zs eSs L a 6 INSTRUCTIONS. 276X»I78MNU&'t8 7 m e�DET1AMs , / III / I b)USE THE COMBINED WIDTH OR WIGHT OF ONLY TWO ADJACENT FENESTRATION PROOLOM TO DEIERho&pFjML MSAND 1 X S 126X 800 MWLL specs. e m ATHRU G; III �SEE OETAU ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEETAND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X4X.123 W0.L »..___.10 ATMA ONLYTWOADJACENTUNITSATATIMEWHENUSNIOTHEDESItS1dPRE83UREANDANCHORAOETAEES.THEtAMtlESTftd 1 X 4 X.855=MULL SPECS._11 Q sIa•132s -_ - I - I I Si ET323 PRESSURE OF MULTIPLE MULLIONS ORFEdESTRATIONPrMJCTBSHALLAPPL.Y. 1X4X 1811X M5 MILL III I / 126X3.13MX 00 M90.L »12 z HEIS, 1.28 X&WX.NJ0 MULLSPECS-..13 Z 0FOR )WHEN FINDING YOUR SIS IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SFIONRd ON THE TABLES} 1.BX326X.824 M8AI.8PECS_»14 L✓N3TH t 1TAL 1.26X381X.824MALSPEC3_..18 2 7)ANCHOR EMBEDMENT TO RASE MATERIAL SHALL BE BEYOND WALL DRESSING OR WU000 WOOD BUCKS 13Y OTHERS,MUST 2X 4 X 26MiLLL8PI 18y SEE DEM IL R. BE ANCHORED�OPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE OOATEOOR CORROSION RESISTANT 2x"M M ULL OP _..._.r 0 y — d. SHMT3 -- 1.Bx2.11x.1'26MlALSPECIIill W AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSDMIARMATERIALS SHALL BE PROTECTED ASFE:QUIREDTOPREVENT 30•X3288AYM LLL.SPI 10 F REACTIONS. 4V X3.28 SAY MUIX SPEC6»,».»20 WALION&CLIP —Z-0 H- F811831RATICR S)FEiFERENM TEST RE FORM FTL-SM ELCO ULT V=WAGGRE•OATOR W A'S.ANSIAF&PANDS FOR WOOD(XXNSTR=014, EXAMPLES I& PROM=MAY ADM-ALUMINUM DESXRN MANUAL. LOADING EXMOI.»'26 BECFAIIIII . IM BE u�o %MULLIONS AND CLIPS HAVE BEEN DESIGNED&TINED TO COMPLY WITH THE R EMENTS OF THE FLORIDA BUILDING ' I I - By POT CODE,AND ARE APPROVED FOR IMPACT AND NON41FACTAPPLICATIONS.MULUONSARE ONLYTOBEUSED WITH S I _ PGT•APPROVED FENESTRATION PRODlJC'TS HAVINH3N7'APPROVALS. a O / ALg 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVI g ivtw, �NCR20NTAL AM"R8 11)QUANTITY OF UNITS WITHIN A MULTBPLE MULL ED ASSIEMY 18 UNLIMITED PROVIDED D ATTHE WAN AND OPENING 4hh�----- Let" 110=001TAL WIDTHINEIGHT OF EA04 INDIVIDUAL MULLION COMPLISSWITH TtEREQUIREMENTSOFTHIS NOA hm LEN6IH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUUUMINT FOR THE OPENING USING THE ASCE•T STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS 3)REFER TO SHEET 26 TO DETERMINE IF THE WINO LOADING is•RECFANOULAR'OR'iTm=LARRRAPEZODAI.'. PRODucr anYHlloo, mtu rif 4)FWD THE CHOSEN MULLIONS M RIM CAPACITY 0.88111 FROM TABLES 1A TW OUCH 18A.ON SHEETS 6 THROUGH 2D RESPECTIVELY,USING �fteaft GO�e "1 LammI' I —`� - - THE MULLION TYPE LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION tB SPANNIHKS VERTICALLY OR FIOIEZON7ALLY}THE No SAO MILL=CAPACITY AJISJFM OBTAINED$HALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT RBSlFT*1 FOR THE OPENING OBTAINED IN STEP 1} Q� � 6)FROM THE SAMETAB.E LAW IN STEP 4)ABOVE,FIND THE VALUE IN THIENEXTCm1m ANCHOR CAPACITY REQUIRED 0.88E THE VALUE Csmt[et IIDR¢ REPREMNrS THE WUUKOAD TRANSFEMR®TO IM SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE ROI.MU LION CAPACITY ' 111tilltlFRRI O :Y L ORpE SAHIm SHEET AND USING wm ACTUAL SUBSTRATE tX)NDRION(MULTIPLEL[d L F! MA VPI.Y)SELECTMMMiORMPPAMRNA-VWV"TMTTMR�QIRREDANCHOR *P�:' tJCtiAls�•.�1�� CAPAt♦� *b• •• • • • •• 58708 ..Y SINGLE MULLION 31PKSI E M1A11ON FORC 7j IF THE MULLION CAPACITY 8JSS1FT9 OBTAINED IN THE TABLE 18 HIOFfrR THAN THE QENXiN PRESSURE tteQU1REMEVT tL83MFfP1 FOR THS o MwD1rHLL. OPENING.YOU MAY IBE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA•TO OBTAIN THE LOWER man CAPACITY RE000tED.WITH THIS O '1 DETA86 ABMULTIPLE RNLI LIONS VILEAL ANCt"%AP{ ajOMOVVY�WCTiDFORTHESAME311BSTRATE mm"mm 1 ABOVE. 8):n&y T1&DESIGN Pip"RATING MJFT"THE FENESTRATION PRODUCT TO BE USED AND COMPAIM WITH THE FINAL MULLION CAPR(1HTY �AONED FOR TF®MIAtWNSVSTSM.THE LOWER OFINE TWO SHALL APPLY FOR THE ENTIRE MlA1EDFENESTRAnON .•'Plwpaw FI}OPTWNUEftAND4tABLEVALUESUSElftASPECIFICAPPUCATIONWHENIsWGniSPIOATOAPPLYFORAPERMAIT. - �O AAP. e} NAL�N. A LYNN fA�A.t�i�,P.E. FL P.E.S 68708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• DETAIL A: DETAIL B• 4 MULLION TO 2X WOOD BUCK aAULroN MULLION ATTACHED TO 1X TM''AN° >e suwm OR WOOD FRAM NQ ATTACiHABJt WOOD BUCK AND MASONRY AND so seeee �'18aes d (OFFSET CUP SHOWN) {STANDARD CLIP SHOWN) eroT M s�NDTet, I SHEET I. ,.y. co $ m N . I I I I LBN2Tm mm BEE8HEET8 e EITHER v I I 21-M 4 j° i i COftCRBTe OROARI��,• �U�EAIM�TA9LE9 STANDARD ° ° °Wcamm OFI EDGEDWTANW 1&SEB O: f8M MAYBE a CLPMBE I &ODe ANCE ® ® a I ° FdSNABOlRlY LU O BWTALLeDBY 4 e I II FORW= I I i ANCHM I•" THW h�TF{OD. a 8( W.260 MAXF t °°4 ° I t SIDE VfE1N Z a a v e � e d MUUJM e ° a m 4 v a ° v 4 EXTER� a a ° e d °O EDW MUMD z FOR a ° v ° e MABWVRY a ed v v THE OFFSETCLR+W ANGIOW PM e EXTERIOR °d a e AM BS UGM FAY OR V Q ALSO BEIWEDFOR fs3^ OTRW FRA=TYF£8. Q TYP.ANM= TMANCHMTE. C7 TYP.ANCHM EEL'TAmm seml. SEHTAOM1&188 8EETABLE8S8.18B _�Was 8 ATTAt QQW @NBeDAIHJf BIRdWTPoP " •• •�.. ••r' 88ENOTES ATTACHMHNT , •�., . 8HBT1. • 1 '•`i . VOA { .. ... 811w t SBN2.7 KW CONC�TECRCMU • SIDE VIEW FRONT VIEWmmogas w h*AvkA FRONT VIEW Zp INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSIUOS)D• • • • • • •• 2)QUANTITY OF ANCHOR AND MULLION 812E SHOWN ABOVE ARE FOR PICTORIALOT •TIOi N i i i i i i ��ogf LYM y ONLY.BECAUSE THE ANCHOR CAPACITY 18 BASED PARTLY ON THE AN( To • i ••i •• �� t CORRECT QUANTITY AND LOCATION OF ANCHOR MUST BE FOLLOWED REF62TnS8HEH18.FOR DETAp 3 A D,EITHER THE 8TANDARD OR H1TERtOR CLIP .5$705 ;7dr 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HMEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPn NVAL,SEE DETAIL C.SHEET3 • ••• ••• ••• ••• • 71 �: 6)FOR MASONRY APPLICATIONS IN MW&DADE COUNTY.USE ONLY APpwVW • • • • • ��5 �ZOriDP,.•' ELOO ULTRACON OR ELCO 114"8.3.AGGREGATOR MASONRY ANCHORS, • •• • • •• • • • • i,S/ CJ`�� •• • • • • • A %%E. FL P�I50m,. • • • • • • • • • • • •• •• • • • •• •• 0. DETAIL E: MULLION TO MULLION DETAIL C: INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MULL= (U-CLIP) MASONRY STRUCTURE 1)9)MAY BE INSTALLED,IN"TEE'OR'CROW 114.1 (STANDARD CLIP SHOWN) v 2)MAY BE INSTALLED HORIZONTALLY MOWN)OR VERTICALLY. ' ANOW ESTE, 3)S�U-0LIPORAWINflS,SHEET82123 8 m Siwt i BEETABLE81&138 TOPVIEW FORCARRESPONDBKiMULLION. to _ E06EDiBTANCE G�l I°BE i° ° /—SELF490JAMORPE•DRU ' 0' N a MIJUMANDUREGM ` � m A1R1 Z °0 dEXTERIOR 4 EDSEDETANM ° Ei11SO9 AtORM MIT WY U�JP 8ESMOR EXTERICZ rMANCHOR G Z� PER$IXSME4 / �iS}jS Nag�d' G QQ O / 8£Etam 1&198 SEE BHELELOC MONS / rMANCI MTE, HIXELOCAT N '- rL FA1ttiElRIP 9EETA8LE8lB•138 F�N'I'� 1 AND l ATT 1T OWN= � b .. alru"4% GOTARISE V Q SEENaM% ' O Eom SIDE VIEW ?z LBH271000NCRETECRCM UN22NECONCRU8CRCMU 18136 FRONT VIEW SIDE VIEW DETAIL D. MULLION ATTACHED TO STEEL.STUD (STANDARD CUP SHOWN) INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHAL BE BYVATYP.ANCHmtEYONDi DRESSING OR STUCCO. AM MMSTMTE. 8M TABES W139 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEAREFOR PICTORIAL REln00 TATION 0. `.� sEEw1EETs ® tivkbBrN[mMe ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE ` Ha CORRECT QUANTITY AND LOCATION OF ANCHOR$MUST BE FOLLOWED.REFER TO THE TABLES ON THE FOLLOWING MEETS.FOR DETAILS A-D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS GI 3)ANCHOR HEAD TYPE MAY BE PANHEAD,H5KHEAD OR FLATHEAD. ` Yio�ct Como, 4)WOOD SUCKS AREOPTIONAL,SEE DETAILC SHEET 3 ♦• 000 • • • • • •• MEDGE — %,.- iIi 6)FOR MASONRYAPFLICATIONS tN MIAMI.OADE COUNTY,USE ONLY MW&DADE:OUNTY API:10h i i i i ``��p1SY LYNAF 111.00ULTAACAN OR ELCO 11C S.S.AGGREGATOR MASONRY ANCHOR •• •• • • • • ••• •PROST lBaAANOt TUANT THE FL BUNa 1ILa168EE�TABEB ' 1 iCEttlSF •• ••• •• • AOAGB NTBVCTHER $�E.kW3fUSM '.*'•�. No. CS EXTERIOR USEWOODANnroR•PECS SIDEVIEW NO '. ••• ••• ••• • -O'• al jS • • • • • •• • • • • • 1)FOR 2xWOoD-BACKEDSTEELSTUDS.WOW 'T O "v`' • • • • • • • • ANCHOR VALUES MAY BE USED. �'.�S'•�ORtDA,,.'��`�`� ••• :• ••• :• 000 ••• 2)SEE CORRESPONDING MULLION TABLES, SHEETS 6 2D,FOR QUANTITY OF SCREM A L BN ANILF��T.P.E. FL P.E.S 6670 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION (F-CUP) (ANGLE CUP) (ANGLE CUP) 5 VL 8EEDErA%SA£. 2C �' jK 8H0T8aANDS SPBTAttATi011 RAY%M T08PECWRt8I818tRA7EB. MULLWW ��' •m O O Z N O O O O O O O O E O O TOP VIEW 3 tr N SIDE VIEW I I m V0 8R0NRI 4'XAw I TOP NEW &S MULLM I 1 1 1 Pd' EXTERIOR I 'nRNOSTR I I 8EETABLES 18B Ci188 Z � I 1 IYP.ANO}ltgt 1 BTANOARDMIRl.WN018+ I 4 PNt811B8Tf1ATE. I 1EXTERIOR � FRFTB.O ; 4 8WTAN.E818.148atp- i TWANMECLIK I I 2PER MULLIONEND. IME (� r � � I I esrALLEDu�mEOFEAYtB1u. F- F � I I CD 1 I 11 I I I I MULLIMI t AANSLECUK F' �• 1 I I UMBEDWALUID Do . i 4:bI D4E�A88.t.. ' I I I TYR ANCNOlt 4b PER8ImsmTE, SEE TABIC 11140 STEELMW WOV0=8TEEL. STARDAROMPTOSE EXTERIOR ORMASONRY mawom ALtAA.Cd4Il ORMASONRY MODffBa WF®.D. O ° FH EdimeFfollda ® 1 ®® DEOMMUOR.sTEEI. ` AwM cw1oRMABarm O EOf# =TAWW o Ct PER •• 000 • • ANCHOR ttttllll t(t� PERA 4 •• •• 4t�_ • • 0 $ NOTES FOR INSTALLATION OPTION O&FC ��`��.''�CEN `'��i NOTES FOR INSTALLATION OPTIONS F. •• •• 1)USE 2 ANGLE CLIPS PER MULLION END.CUPS MUST BE INSERTED WSW OF MULLION. NO.88705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1 'X211'X.I�'MULLION. 2)DETAIL G:SEE TABLES 1&140 FOR ANCHOR QU/N MISS AND SHEETS 2123 FOR HOLE LOCATIONS. 2)SEE TABLES 16-136 FOR ANCHOR QUANTITIES AND SHEETS 2123 FOR HOLE LOA AWNS•• 000 ••• *0: • 3)DETAIL It SEE TABLES JOB OR 1313 FOR ANCHORQUANTITIES AND SHEET 22 FOR HOLE Q'• $ � S •�' • • • • • • • =XN •. 3)THE 2X5 CLIP ISNOT SURABLEFOR THIS APPLICATION. • • • • • • • • LOCATIONS. �%� ' .. •i i• • i • i• • i • i i �iS,��NAL •• • • • • • FL P.E.S Wm • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r TABLE 1A 9# Melon Table �� Op9ettlSWplitl�or )eYC1G1gHelghl(tt6tlmiarlt�y�m2irg6alEa113) a' ala som 1010 sola aoa Isola Mom tam toota > Itmfmgdr > PeaE9galat Redengalm 7>ataa& Reetm 11maA R T•DAHwg. d 1X2%.126 Loaft I-" taaQag Laaft taft taa6N9 tmft loadap Lea4trg loatg taesrg twdOB loada9 (baft Laslta lamming �Y ' � 1 a 11 1 h 1 a � � 11fill, 11 1 � 1 11 11 If 11 1 f € I t € H 1it 1 6 `° to y O la111.9 408 129.6 332 9&2 408 1163 326 78.9 408 If.8 321 s29 408 1064 No 821 408 1mU NO 663 406 100.0 319 49.8 408 IOU 318 383 a8 ta0 310 36A 409 IOTA 8M 74A 312 US 268 824 3M 78A 262 88.6 312 07A 240 483 812 632 248 41.6 312 619 244 373 812 8U 244 312 312 8U 2N 28.8 312 81.0 214 23.4 312 8U 2N OU 281 70.8 234 632 al 813 228 46.8 = 60.7 224 0.0 281 Igt No SU at 69.1 210 3U 281 03 219 283 281 4U 218 228 481 a9 2M 20.0 2N 103 218 IL��Lj O 62A 247 073 207 4&9 2p 49A 202 VA 247 KO IN W 247 4/A I8 29.2 2N 324 19{ 26.3 W 38.4 IN MA 247 3&1 19O I&$ 29 3&1 IN %4 247 3Lt IN*A 200 412 170 32A 200 58.4 168 274 200 3U 183 260 200 283 180 213 200 27.1 to 182 200 U.9 t67 18A 200 MO 108 S&I IN 84.3 166 21A IN 309 182 23.7 181 28.9 is 20.7 181 243 14$ 1&4 IN 229 144 MS IN 21.9 11328.8 186 30.8 to 260 10 2&1 189 203 106 2&1 136 183 tt• MA 134Z222 to am 120 I" 139 I" 118 163 134 1T.$ 118 •yZ 19.9 826 189 IN 10.7 IN 16.8 107 173 /a 1&2 106 a TABLE IB ANCHOR CAPACITYADJUSTMENTFORMULA: ti � 4 3ROM Table ltemawcm7 Fwav P71APoeO aw (OP-11 X t6All;LION CAP•b,,.��ANCHOR CM.- tNuU1 CC 19t8.16oe t/T8880s 0/M'Eloo tw'ti800 NoNad MOW I ftd yv X AaohortippPattems AamwrT71� Stt9 E6oNlmoaa i/PHa01lB6am 3r18'10sottffiaow Y4'9bol>10�n 'it 12Uaoaa A9pm9dor t mam AO r Bomw105I own(am aemwpR USETHISFORMULATOOBTAINTHE' 04 E4psf Oak r 2.1rr r 2•Ipr 3•tr8• r 26r7• r 24R• r 34g' r 0.48• w 0921' CAPACITY REQUIRED'CORRESPOI�IOTOAN Elaaedmft faw• taw• taw' taro• r /4w' 1.110 I4/r /•tw• 1410' 14/4• r Iww tali• eon ACTUALPRE88UREREQll REQUIREMENT � X 2Aaahsm 60a.OA.r x IW0.1); No One 39086 460tbs 880ma / Pot =lbe 9q 81010 70010 -94109 481100 Mft -Sri1100 OPENING.WHEN IT I9 LOWER THAN THE MULLI1Nl 0_ 4AawlwtOt.WMKOa/6taadwd(trOftMt2pM2k tib 700108 10A WA FA 380IW m NrA WA IO+ WA 882109 saps Inmos CAPACITY(FROM THE TABLE)OFTHE SELECTED � FY 4AuMM SMm O.C./TdI2e6Aa9e Cf09f IFIp.SU IN& gams rooms %moms tM80m 610105 5601100 12A 789100 746109 Maw 0e 682108 886108 1ta2M MULLION.IT WILL YIELD AMPBMUM ANCHOR ..t 2awtm6D&4erbnac/u�aro.t�'Awm.lFa4k wA wa wA WA WA VIA NA ma 81010 WA wa wA toA tops 78690 CAPACITY WHICHMAYBEUS®TOQW6IFY 1 Aaoasrif�BF(FIG. 190 ma t�10s pmt 445310 x168 19698 tams 17780 370108 M7 ma 832109 MRS MOS 221 oa 210100 ADDITIONAL ANCHOR OPTIONS FROM THE 2Aao0as 1.M'Nla.0.CJF471F 4 wVA s0o10e WA OR 1 R81 1 14% Moms !BA TOA m ma 4421010 610010 ANCHOR CAPACiTYTASM NOTE:FOR THE OFFSET CUP,USE THE SAW ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES: RT3YLQBD a 1mAltlrtu8 aAb Iba FUoilda • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. B�6LlaC64e • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -`I 1.000` �+ !>� Jr0-1 2)LINEAR INTERPMATION BETWEEN MULL LENGTHS ANUIOR OPENING WIDTHS IS ALLOWABLE. R FIGURES 3)MULLION AND MULLION d.F8 8HC7MRN ARE NOT TO SCALE FOR EXACT D@1EN8ION8,SEE SHEETS 21-Z;i. • • • • T DBAENS=RESTRICTIONS ION SHEETS 21-23. low • HOLE LOf:ATIONB. ANGLE IP MUBT ®B1 USED PABA • • •• • • • • • •128' CLIP GROUT-FILLED •1)SUBSMTB8:QO3NGRE6E 81 NAORM TOIiq 3018F'E4�ICATION3.HOLLOW AND GROUT FILLED '•' U SF top FttiVRE4: FIGURER FIGURES �RMTOASTM C�.WOOD StW1BEPRESSURETREATED •�hELLl�PSabUT1( 1PWITPQAM@Ci�028ALUMMUMBHALLBEiTSANDBEAMUNMIUMOF.126 F No.58705 THICK STEEL WUDS TO BE A MINIMUM GRADE 33AND MT THICK(I$GAUGE).STRUCTLIRAL STEEL To BEAT 1'XTXA2rMUUtON • LF.AST.126'THICKAND A31L ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 38CREW THREADS BEYOND R �� THE MATERIAL.#10&012 ANCHORS INTO,WOOD MAY BE STEEL,1"8.8.OR 410&S. Y O .O ILLL��L • ••• ••• ••• ••• • % 'QkAT21� �` • • • • • • • • •., �/ • •• . . .. .. • • • A. P.E. FL P.E.#58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f TABLE 2A , Mum=capaft Tebb 8e Opmft iMb1lb(Mor rmNN919)or g How Ild� 88COne) qqy}} � QOm 900 700 800 win 1900 i2om Mtn win Tetp7dwg TmO@. ftede>�Oa T-pR4mg TmpRQe60. R Tiepilller•. T 1a< Tm9/74m•. n 1 x 2 x.878 Loadee L Loam* Loa" Loa ft � Lam• Longo• Eft Lo�B loedbp L088t18 Lw" LoedmO I8ed10 Load'n8 Laa� �t8 MM*n I II fll, I I I II I is 11 fill II If 1 Hill 11111111 it 1€ 1 1 1[ 1 1 111 1 420 1709 = 9780 438 1619 = i740 478 128.7 = 1740 QNB 113.6 SM 1688 610 1088 = 1048 817 8". = =A 617 7&7 882 188.8 817 M49 882 1888 817 Q47 8B2 1819 017 (1( 4818 i21A Q07 188.0 418 WA 867 1%2 410 88.0 W 10&T 403 789 Q07 1028 909 07.8 W7 899 887 as 007 840 898 847 807 88.0 888 49A W 0&0 398 3&0 807 88.0 888 Mmtft 181.7 46 114.8 378 88.4 486 848 371 74.1 468 886 300 89.0 488 868 080 879 488 81.8 887 81.8 468 80.0 3W 432 4Q8 840 9Q8 870 486 840 958 824 468 880 3S8 Qom 8&4 400 83.3 339 71.2 400 848 328 81.0 400 727 922 564 400 07.3 348 479 400 849 M 427 400 8x3 314 988 400 81.8 313 30.8 400 81.8 20 247 400 81.8 313 O BDm 823 324 B89 278 61.8 920 79 270 460 314 61.2 2B4 38.8 324 48.8 2G0 34.6 324 4" 287 31.1 � 420 28B 2&0 324 488 20 222 304 486 20 *A 924 488 2B3 830 83.8 284 67.4 262 468 284 492 208 3&4 2B0 438 241 330 294 3&8 237 28.8 284 37.1 280 23.8 204 9&2 292 224 290 316 230 79.2 201 3A4 280 148 799 33A 290 680 48.8 289 49.8 230 99.0 2% 424 27.6 314 298 37.8 221 2&2 288 361 248 28.0 280 31.8 210 28.4 268 23.8 212 10.6 286 2&0 210 187 288 27.7 209 14.8 288 27.7 209 120 9&0 226 V.0 188 980 276 922 191 267 228 28.4 109 228 278 269 4B6 280 228 236 U2 140 228 221 180 1&0 226 =3 177 129 2� 78.8 178 11.3 228 18.8 178 10+71. 780 90.0 202 30.0 177 266 2oQ 222 178 21.0 202 239 170 18.2 108 219 'm7 170 232 %,1 188 %2 202 144 189 128 202 1&7 180 109 203 1&8 988 8A 202 1&8 188 � N 780 28.3 '182 28.8 '-8 218 92 At 186 20.2 182 220 1M 17.7 1@ 10.7 1s i&7 10 1&1 187 14.2 192 1&8 189 11.3 182 1&2 in 181 M 14.4 180 &8 182 14.2 180 r � 4110 189 744 10.0 128 1&4 140 18.1 10 .�' 980 109 1011"1113 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA? W AMaka Tabs ANCHOR CAP.,,,„,,. 278 3.5k lmQow FBteOCW PTV7o00 ( -)x _ ANCHORCAP.- 6V y alre o 114'88 VIVEbe 1W888o M80ae1 mftd 6128md X Aoobo7COpPall9ms ArOWTM 9t10'E-old WEDDUAMM t26eme N4'Emolp. A0 temm Atm 80MOMSO=(" sww(" USE THIS FORMULA TOOBTANTHEANCHOR [�e�rmaa r 247 r 24rr arre r 2.tm r 2•w• x 34V r aw o6r o32r CAPACRYREQUIRED'CORRESPONDWtiTOAN 0. Em9edWd VW t49C Carr I've x 1.110 t-MY 4.7tr I-tW t 1w 1-114' r tam' ta16• %aft ACTUAL PRESSURE REQUIREMENT FORTHE 2AD*m a 4.76'Mm.O.at 4r0nd021p4Po q 39000 300- 4W fbe 890 Poa 10060 270®e =69 394ft m$ 4 9A Poe 9019- ma Q80m- OPENING.WHEN IT IS LOWERTHAN THEMULL9�1 4Aa6aQ�/.%'Mm.aaramnda9l aaea4c2k0�.2E 4802- 700mn 9aA M97 MI WA 38000 WA m m 880 wA 882me eM®n it2D®e (Y1pACI'IY(FROMTI 7AMINISLP UM ANCHOR 4*mb=@TMmO.a/R21 6ANPCF n7(Pq n 78om- ?Boma 8808- tQeOme t996m- 610be ow 68 t8A 780me m" ee9m- 1M2m- 88209 8988- 1120me 9�APACITYWHITWICHMA DA USM TO ANCHOR 2AroAom®0,{5'Mla.aatOC10.mm.-AMM 4): xa MrA ICA M81 M/A M/A t0A !aA NA Mao Mao WA iM0 NA0. 7100- CAPACITY WHICH MAY BE USEDTOQUALIFY i Mol-r/P49p 8k iMme 1990- 2240- 4459- =In 18S•a 1409- 1778- 9700- tam- 3922- 47804 170me 2249- 2809- ADDITIONAL ANCHOR OPTIONS FROM THE 2Anebwn i.8'6Wi.a0JfC0 24009 9808- RBA NOA WOA IMO RWM MA Mal 980 Nal 40A 341108 442Ue bBOme ANCHORCAPACRYTABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANDANCHORYALUES AS THE STANDNO CIDP. CURE 1: 1RE 2 TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR IN MMAT'ON ON LOADNC. • • • • • • 1Aw SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANIVOR OPENING WIDTHS IS ALLOWABLE. . aGURE3: 1111111 N EL84SMIi M ARBMIOT TO SCALE FOR EX/ICT DIMENSIONS.SEE SHEETS2123 DIMENSIONAL RESfWC1TON3 SHOWN ON SHEETS 214 2 • • • • TO DA V HOLE LOCATIONS. I `��;.•��N�• ,``Cp'p'�� ANGLE CLIP MUST BE USED IN PAIRS. QWC RM SHALL WN&MM TO ACI 301 SPECIFICATIONS.HOLLOW AND GRKW FUM jI _ 3w CONCRETE BLOCK UNIT(CMU)9I4ALL CONFORM TO ASTM 090.WOOD SHALL BE PFE88URE-TREATED -T *;' No.58705 � FIGURE4' FIGURE& FIGURE& YMUM SOUTHERN PNE WiTH AN SO OF 0A.ALUMINUM SHALL BE W83•TSMO BE A MNBMUM OF.121V T x r x a7�Mtnlrot4 = THM STEEL STUDS TO BE A MINIMUM GRACE 33AND.048'THICK 08 QALx3E�.STRUCTLIiAI STEEL TO BE AT Q • METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDLtJ� � • LEABii�'�G�WD �•AP ItdTQ ='P 1 ll__ll_� • • fHEr1EP1AL 010ial72$NCHORS6dT�W 4iAYBESTEEL.18.8S.S.OR410S.& •Q •• • • • • • A MILt`k�R,P.E. FL P.E.O 88705 • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • TABLE 3A `e MewcopiftTablepsm Opol"Wilmr- It6m01a)orOpentrt8H6ylltpa' mitca a) Idle! NM Nb TOB Bob BOB IWO 1Mb mob 1NM 1.41 b 1x2T6x > TYaptTl•• 12flefmgalet ,1M4A0+• , Top'll4m 1t C 6 $76 AWM aj ro g imp IaNry $$ La�68 1mAn8 IAnd�g i Lendi9 it h m UI O 4710 170.0 s28 MM 435 170-5 744 iMO 476 170 6011 170.0 BOB 170-5 882 1740 Ste 170.0 1116 170-5 an iM 1210 170-5 521 1463 1901 170.0 621 127-5 1364 170-5 621 111.5 1301 WU 821 HOA 624 1740 660 1140 ON 1740 67! MO 830 IMA 1136 170.0 N1 IO1A 1196 Vu on IOU fin 1740 MO HMA 1198 im s80 9.0 1196 170-5 880 MA 1139 Im 880 N9NM 1NA 747 TMA BM 176A BN 1746 631 18r.8 I= 1740 M4 14" I= IT40 783 1806 1092 I H0.0 747 1HA 1062 1740 TOB WA 1032 1740 TOB 89-5 1M2 170.0 M 79.4 IOU MA 768 g 6410 170.0 787 170-5 812 W.3 ON TM.O 881 1862 807 184.7 790 120-5 907 162.6 710 107-5 807 146-5 714 846 807 141.1 n0 8DA 807 1440 108 1164 807 140-5 7M BDA 807 140-5 708 8010 141.1 M 1613 626 1HA 796 1302 611 10" 798 1140 NB 862 7'N MB.2 680 78A 796 OU 60 746 796 N.1 an 66.8 796 81.6 674 WA 735 OIA 674 44.1 7M sIA 674 { Mb Mfg BN ma 610 HMA 5N 111.6 w 673 so M-5 6H 762 NB 80.1 6N 873 6118 8611 531 BOA BN 76.6 629 an ON 783 641 49A BN MO 821 361 6M 763 W Fg 88to IWO M7 1124 672 M.3 ON O&1 511 747 807' 88.0 m QB.9 6W 771 � 611-5 � 713 4M M.0 697 US 481.442.W M.4 478 MA 807 OLT 4T4 93.1 BOT OU X94 35 7210 st s 610 MA M9 M.0 810 733 ai 84.3 420 613 610 WA 49 464 510 632 43 408 810 MA 40 84A 610 4630 4M 202 NO 44.4 M8 Pb.6 610 442 3" �j 7810 894 4N 723 400 678 4N 81.7 974 p.8 4N 04.1 385 W 4N 483 376 MA 4N 443 W 34.7 4N 41.0 3M 20.8 488 37.7 M 21.8 40 983 21.7 4N 967 8N �1 Q r Nt0 84R 486 873 981 633 496 am$ 979 449 496 466 0M at 4N 443 W 863 4N 403 398 W.1 W 1&1 351 MA 4M 3M 344 273 486 US 341 2M 4M 372 sill g Q r Bob 413 927 49.1 MO NA 377 964 206 20.8 927 MA 2M Al W W WO sas 927 167 271 m IN 23.7 M6 174 927 MA 282 143 927 168 N8 A 9810 34.4 W 36A W N.7 2117 MA 2M 268 Mr m 218 as 297 25:1 244 rat 2W 203 210 172 t92 237 143 237 t6O 732 ~ X O tN 10 242 227 267 Ms 2H 203 w H2 227 183 1 16.0 1810 N 111 M 729 216 217 104 183 216 141 tw 163 215 183 108 M MOM as 164 tts M7 X TABLE 3B ANCHOR CAPACm as a18TMEM'FORMULA* O. r ANCHOR CAP.,�,,,. Anatlor TabM Itmavtxdu t�atxtU PTMYotd etO (�i«)X�MULLIONCJIP...„.)IANC &CAP.® � tV18'FJeo u4'es 8bo ehe'EI� 111.88 Eao 6t08leet iMsteat MOW AaOhorC6pPalte7tN � 97t6'800t V441.. l 9M18•®eetAmatan tt4•EbolOraoeO 1Nmea0 -50820607 t A9ptaOaOr e4mw(m0•omvUlo 8pat((� USE Tt•BSF03OAIRATO�TAINTHE A9K�tOR orsmW r avro 3.06• r 2•ta• r aur r 9418 r 6-563 am 027r CAPACmREQUIRED CORRESPONDINGTOAN Emnefted taro• VOW ' r t-Iw MW MW I-vM t•Iw t•It4• r tare• 1.316• toms ACTUAL PRESSURE REQU003MI WFORTHE 2An4has 6•t 0.R 18kndffidart�(Fta1k 38026 1844 4Mm9 2800w 0s 40 87406 Mama f me OPENING.WHEN RIBI.OWHtTHAN TtiEMULUON 4XR-mid1.16.6R.QQ I8WWW lm06u114xpff18.2k 4M0s 7'000sWA t0A 36026 NIA ma AIA m 483 BMss 985M 1a o s CAPACITY(FROMTHE TABLE)OF TWSELECTED aAna6xe�r68naattC2aa�etytr�g.at 78006 TNmtas SBOBms sloes 5600s WA T49ma moo 800288 ffm 87126 88306 Itsoms MULLION.ITWG.L.YIELD AMW6MUMiANGMR zannmaWA ak lA INA am w IATA 0% NA nems CAPACITY WMOHMAY BE USED TOQUALIFY 1A0o86r/F498M 1Nm5 tOPA26 oma 18526 140aa H79• 97008 18726 39200 4r9m6 HOme 2210s 23000 ADDRKINAL ANCHOR OPTIONS FROM THE WA WA 18020 131-5 Nal WA WA WA 311 me 44800 Noma ANCHOR CAPACITY TABLE. NOTA FOR THE OFFSET CLIP,113E THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RBVi$N) �CRC,ED VALUES ARE l}3�S4 THE EXAMPLE ON SHEET 24. �pt4ydq p1� No FIGURE 1: FIGURE 2: TABLE NOTES: .' 1 aff t+ 2 • ♦ • • i Castrol t)SEE SHEET i FOR NiSTRUCT lONB ON 1L4W0 THE TABLES AND SHEET 28 FOR MWFM6AT10N ON WADING •SEE"WW-41OR%N�}L VT4�--�METHODS 11111 i 2)L.6 U4TF"Tl& LL.Et0GTH8ANLUOROPENLNGWIDTHSL4ALLOWABLE \��t1(LYN/V�7/(!tri'' FIGURE.& • •• • • • • 000 • 2 7100• ��C1�� '�yCENSF'•�rir 9)MULLKdd A4V01HULtLCf CL1P$1IHOftl AtW NOT TO sCALE.FOR EXACT D1MEAiSIQN3 SEE SHEETS 21.2& Q: r • ♦ F • • HOLIb BE tf I t�1N TFIL Flpio PSI OWING OBA�48IONAL RESTiSCTIONS sttOTYN ON SHEETS 2123 No.58705 •• FIGURES SHOW SUGGEST.APPROXIMATE HC.E LOCATION& ANGLE CLIP MUST BE U�IN PAIRS • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3019PECFICATOONS.HOLLOW AND GROUT-FILLED D376 FIGURE • • CRETE BLcaat LA1RlCMU)s1NNt•CONRORM TO ASTM 090.WOOD SHALL PRESSURE-TREATED p t:x°115 r Z. FIGURE* FIGURES ' YfIMPf4EWITH AN SD OFOOAV ALUMINUM SHALL BE aG8346AND BE A MINIMUM OF.12r :Q�•. ATE • • BE 33AND.048'THICK 18 8TRUOTU1tAL STEEL TO BE AT LORIO .• ® • • •• ITER 0_t�C 198 Cu0 ( E1• 1•x2Tsx275'6a1LItOAt tc.'......... ••• Tli£MATERWI.110& 2 ANCHO &T0 MAY BES�TEEL•1E18.8& .OR 410 0 S.sCREW TFgiEADB BEYOND �'�SstOntAL " ..• A.LY'kN iVA EY3,P.E. FL P.E.#$8705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r } TABLE 4A 6WIIlon TabN �� CP9 vamPar vmUob )oTOAenftH*>SMgo itaJll ) p'0. 6ofn 0010 7081 W10 OOIa 1WIa 120tH 14010 R Ts3MNimq. • T18PIiftao8. R R T Reo R TmompU. > 7woom Reda 7ttmipiaug. 1x276x uaft 1 1g LoadbO taft L"ft tmaft tm•g uaft loaf L4a6a0 LasaW Isaft loofa Loaft Loft loedQ Loada9 Y Z t7 Tattle a 111 11 a 11 fill, I I 1 11 h I h I I II 1 11 111 1111 [ � Qts I= on 1740 416 V= 744 tt0A 470 I'M BBB 170.0 IN I= 822 170.8 619 A0.0 1118 VM SE Imut 1210 Inc 621 170.0 "a I= QI 166.7 1Q0 170.8 m 126A � fla0 621 4810 1M9 706 170.0 M ITWI 460 IMO IN 170.0 M IMO R+A AOA 1133 IMO 681 1740 1726 170.0 On 170.8 1417 170.0 NO) 141.7 i4f7 170.0 BQ 121.6 1417 170.8 00 WBA 0171 1720 1 00 � W.82610 170.8 747 I= eW 170.0 866 t70A est 170.8 top 170.8 W4 1700 1Nb 170.0 723 182.8 1Q8 Mo 747 1[6.11 1788 I= 768 at.8 = 170.8 7611 to" 1288 170.0 768 o14 taQ AOA 26e � Q "in 170.0 7W AOA 812 a" 838 I= am fm 1118 AOA 764 1627 1110 1710 801 198.8 1130 170.0 03? 126.0 1160 170.0 068 100.8 1180 170.0 881 6111 1130 170.8 881 78.1 1160 170.0 881 ~ 8010 170.8 886 170.0 701 144.8 016 1828 741 W.8 Bib 144.8 746 109.8 916 1331 726 W.8 916 148.8 776 W.8 818 110.6 720 732 916 MA 716 928 1016 1114A, 716 66.9 918 MA 716 4361 161.8 430 181.9 710 126.6 630 136.8 W4 to&$ 030 1282 Wt 96.9 890 I= WO 84A 080 10x.8 881 US 810 944 80 83.3 HW 01.6 449 642 880 96.1 848 474 BQ 9L1 80 1 oofs 1321 767 14A 8!10 110.0 767 119.8 888 767 IOU 024 OU 7W 9a/ 814 78A 75? 641 ON WA W 862 WO 620 787 79A W3 472 767 7112 Wf 41.8 7W 782 W1 z 3& 7212 101.7 088 "u so 868 816 Ot.0 QW at &10 63.8 IN 72a 671 64.6 498 8a4 614 IOU M 431 W8 QA 838 9.2 600 982 IN 662 W 366 896 W.0. 487 m y Z 76M 886 671 BOA I 498 721 671 m 446 WA 478 66t 671 80.8 A71 118.8 Wt 66.6 {84 102 671 101.8 M 3110 671 WA 461 3" 671 44.8 447 0A 671 4410 416 78tH 8" 6Q 83.1 N4 88.7 so 70.6 1162 W.1 = 82.1 80.0 W 06] 40 464 442 baa 4Q 40.0 642 WA I 431 33.3 Gia QA 0.9 26.8 6Q 49.80.6 sao 6Q 441 423 3� Q O 9010 &I 4W 69.7 361 QA IV 424 366 W2 W B9.8 Sib 336 4W 36.8 943 =A 4W at as so 4W a9A 384 2MV 407 At 897 16A 1101 24.1 822 I" 4W AS 819 Ots 429 866 44.1 36.8 30 372 314 30.7 = VA 300 248 M 18:6 304 W 8W 741 300 21A 9311 260 288 A2 360 21A 289 f6A 968 102 284 X e- LL "Sin 321 191 30A 266 At 281 26.9 201 21A m 22A 747 /BA IN 19.8 244 IV 289 18.8 240 16.1 288 18A 2W Iy_JL 'A �r C4 11110 VA 257 243 Mm 1W 23.4 238 19.6 20A 726 = 2W 182 231 183 m 228 ' N X .8010 22A 729 22.8 =I 182 229 18.8205 16.7 220 162 202 Q TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: n Ana r Tllbie mew (Dp)X/ANCHORCAR,,,,,,,,,)-AN0=CAP. K y16•tbo 1WOSEbo VWftn 1N•8464o mew $128" 6 Wed AtwhorC6PPaMe1t19 AnoMr 9118 6bo1l0eb26 tAPBooUdmom t2beaae 8ft8 Ebo1110ma 1,4•f6PotAtreaatl A [bum Air eaWfNO 941a►6►61 soempli USE THIS FORMULA TOOBTAMTHE ANCHOR ragaaetame6ax r 2-tor r avr 3418• r 24/!' r & r 34W r a" 0Ar 0.sa4• CAPACITY REQUIRED CORRESPONDING TO AN 6t82BAfn6R I;II4• 1.174" 13N• i4w r 1.1,11• 1.1fr 1•U4• 1-ite• f4A• 1474• r 14W I-W 1@486 ACTUAL WHEN IT IS LO I IN THE M E 2 604. 0.4/ ormotCIO 13 e. 300162 4We 890 101404 27004 0s 26Pma 74011.8 4162 MISS 104 M OPENWG.WHENITB�OiNERTHANTi MULLION 4A9ch=Q1.16.6r.oaINInclud(oromm9gq 2k asoma 7062 6mt m 1NA wA sm" N61 xm WMA �4 W0. 68204 Itooms CAPACITY(Fi OM THE TABLE)OF THE SELECTED 4Ms6otsQ3•wpn.aal 2t6Anpte0�sr699• 780@2 7W me 88004 tNms Im VA 6401104 6Wms " MIR 74802 8W0a 829002 682 VA 1HI004 MULLION.IT WILL YIELD A MINIMUM ANCHOR sanodas Q a4s 402.QQ.IUax Ift.1ssAtma M wA Im wA Im WA WA 7104 MA NIA 404 NN 601 +m� 71202 ADDITICAPACONAL A CH MAY BE USED FOMTHEQUALIFY 1 AfAhN1F49p(59.6x 00. Oq 226@4 446162 82204 49692 1400q M 370 187@4 89204 4732s 17004 721104 26002 ADDITI014AL ANCHOR OPTIONS FRCM4Tt� aAnN•re t.t6•ta0a.ac, 24ome SWOs NA NA NA NA teom4 IVO[ wA POA to I4 341109 zo 180Oq ANCHOR CAPACITY TABLE. � NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUESARE USED IN THE EWMMPLE ON SHEET 24. PlmIM No OURE 1: FIGURE 2: TABLE NOTES: /2GQ 6 -••� 1.OQG r•-- j • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. • • of SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.METHODS. u L'� � �lttttlt ,l, 4�LNEAR!1$E 4kTV(B Wr4ElyfAoLb THSAlmOROPEMWIDTHSISALLOWABLE. FIGURES • • •• • • • • • ``�� 110ENSg''•, 3fMULLCNl1NOMUffiICNMGWWARE Mar TOSCALE.FOR EXACT DWIENB23.DIMENSIONS, 23W \` � ...•..••.,•�'i'� • • • • ��EE88 rQL�pDi�L�p 'jjFF� 1rfLLOYtlB4G OBAENSIDNAL RESTRICTI N S SHOWN ON SHEETS 21.25. 'F1WREl18HOWWSIIt3tGESTED, OL }�} ELOCATIONS. No.58705 ANGLE CLiP MUST BE USED 84 PAIRS. 4)SISSTRATES:CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS.HOLLOW A140 GROUT PILLED �. : 0 CONCRETE 13LOCK UNIT(CMU)SHALL CONFORM TO ASTM C-M WOOD SHALL BE PRESSWW-THEATED p t I ZR f S. ttf FIGURE 4: FIGURE 8: FIGURE 8 • YID Eti!80lITHERMF1tILYWFUH Ofd BBOT o.68U1N INNMUM SHALL eE STB AND i�AMININRI6A OF.1?U3• 'Q SATE $/� • STEEL TO A��E3�AND.1146'THICC{18GAUOE}.STRUCTURALSfEELTOBEAT ''t�� ' RlOR10P _` ® � � ••• .126' AND O AL SHAH.L EXT84DAT i.EAST9�REW Tt9tEA[S I3EY01� 1•X2.76•X.8fi0 tdla.UON ':;-js1�'••.....•••'•-1��` • • •T 0$.812 RS YSEsrm,185SSOR41083 �, ANAL `.� •• • • • • • A.LYIdN1MIU.ER,P.E. FLP.E.Sti M ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5AOpoldno � 66d10bn Tebfs VAMM(Qwr RaCore)or He%ld(for Ota 0b 7eb 80b 8010 tore 12010 tab 10010 Roomolpulz 11wolow Rutoolu 'mjilM v. Redw4dm VWRWO I RNUVWURem• 1i 18KIN8da RKUMW I Tanftt•. RBOW09K VWMK4pg n 1"x3.12rx LWft Looft Loft loft I tardla Laft Loertn0 lea ft LaQtg IoadtB t L-ft to Sx' TOO" if a 1 _ 1 1 111 Jill I ab 170.0 620 170.0 as 170.0M 176.0 411111111.0 606 170.0 606 170.0 M 170.0 610 17U 1118 170.0 0t 178.0 tM 870.0 0t 170.0 tab 170.0 0t 170.0 tr36 176.0 t7et a" 1112 f7oA 6H 4010 170.0 70 170.0 W 170.0 660 I= 644 170.0 02 1766 all Mo Ila .00.0 661 IMA 1276 f90.0 077 170.0 4417 170.0 = Ia.? 1677 170.0 680 13x1 7671 MA 660 1164 1677 170.0 50826b 170.0 747 iMl 688 170.0 886 170A 681 170.0 too 1=1 664 M.0 110 170.0 744 IMO IM f70A 747 170.0 UN 170.0 70 141.7 tab t70A 10 /219 1M4 170.0 TSB 506.8 140.5 170.0 7W UI O Mb 1700 707 1310 612 1760 666 170.0 681 17&0 itt8 M9 764 170.0 1276 170.0 00 148.1 tat 170.0 887 148.6 tMl 17&o 666 124.6 M I= 661 WU tai 170.0 881 03.4 tat 17x0 661 sera 170.0 S66 174.0 701 t= 1083 170.0 767 188.0 Ito I70A 878 13&7 1186 IS7.0 828 128.5 110 106 017 111.0 1160 Jai 010 020 1160 144.0 603 794 110 144.6 003 Ski 1168 144.6 803 08t 170.0 830 170.0 7a Is" 1060 170.0 MO 137.0 10W IWA 00 118.0 I= 141.7 MO 1066 1844 IWA 899 9.0 1040 U63 80 780 1018 It" 620 60.6 1044 118$ w as 1068 lies 818 > wR 69111 Seas 868 170.0 IN t38A 8M 151.3 eM lilt = 1567 788 102 80 t21.4 776 K9 0119 786 064 866 NBA 767 40.6 M ou 70. 0A 06 88.7 70. 0.1 ON 067 M 74b a" eo3 1Ms 07 WA eat 1148 682 91.9 M tol.1 670 60.5 Bo Oft ea 71.4 80.1 832 Mo SL2 864 760 00 693 40.1 722 SO AA 803 as an 40.8 Bat 8l7 827 �j .N.t 76b 1082 741 114.1 820 MA M 87A 448 *A 72f 63.1 00 443 721 766 06 ea7 741 10.1 bee 640 721 0A 679 463 721 0.4 les 380 721 646 04 ut 721 ill 445 � J r �• 78b 101.0 661 705.4 09 612 60 464 687 722 401 7a4 678 63.1 694 704 637 Sat 04 644 50 666 684 SU 661 0..t 081 54-1161 gat 04 61.5 636 518 04 806 04 q Sato ou 514 W.0 40 648 614 678 448 NA 04 0A 440 47.1 614 468 433 *3 614 4" 4r 320 600 578 0.I 274 614 39.0 442 266 8f4 804 0.9 W.0 614 2&0 0.3 C 0b 362 482 56.7 0.1 0.2 NA 980 30.7 t0 0.A 900 93$ 0.7 884 844 90.1 432 92s.=1271. 40. 303 373 228 288 886 IOA 162 242 90 t8s 432 22.8 363 _ .- IMb 361 349 38.8 322 31.7 07 327 917 27,2 W 28A 812 233 337 S2 sol 21.1 0r 227 03 tae 36r 20A 208 ILO 07 180 203 186 07 182 tis 56r tae g Ill In SLI 880 0A 308 202 378 3&I 301 20 889 26.1 286 21.0 836 x8.1 202 44.6 396 200 20 179 338 tae 286 146 930 18.5 178 123 30 14.8 278 11.0 336 130 20 129b V.1 288 202 263 2&1 488 23.7 20 18.8 268 203 20 1r.5 08 1Lt - 18.4 288 188 248 18$ 14.8 20. 116 zeB 123 20. a8 288 111 239 67 286 t0A 20. e-, - ^ TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: ARobo7C0 T s ANCHORCAP. .� iY Samaaig 7soxt 60Cmc. Cmu IRBSC6f{t woas mold (DP�)X( __,oANCHORdAP.m &IVMe va•S68c &veto tr4�t84o ew8teel 10OW Motod MttLL10NCJ1P.•„„ AttatorC6PPettems NxsaTIP& swecoimom turocoultcm 68m= 61i8BW#Aatm 04Etolitotm Atm Ub= A iNa ooWtltB•)8t ism 6twpq USE THIS FORMULA TO OBTAIN THE ANCHOR rop aaba (th) r 2-vr r 2-m 90.10. r 2-trr r 2-vr r sirs• r 0.46• &W 0.620.• CAPACITY REo14RED'�TO AN Embedno 4814 14W 1318• 1514' r 1-VM I.1w 1-tw 1-64' I.1w 1.1x4 r 1.98' 1516' tesla ACTUAL PRESSURE JUDGMENT FOR THE IAn O. t8bmesatt6s8 R im ®e Awl SSD" bf 270wt 9M� 70. 970 BM Is b t 0 OPENING,WHEN lTBLOWER THAN THE MULLION {rucaaa f.WIaboArstatmatt omeocmpf221 43028 vola RA M% RA Ra 980ma IIW Ret RA -WA ran 8B2ma seta ftsoma CAPACITY(FROM THETABLE)OFTHESELEC7EU 4AMW0Q9'r4b.O.Q1(1)at6A1�e /0�. 780m1 780 ma leoba m80lls 1888881 630.1 MDm6 NA 7B618e 7ab3 86D ma 1B92ma 88281• SBI ma ta0ma IVAA.1.I014.IT WILL YIB.DAM9MMANCHOR 3Arifto 00.4•WA O.C.N WA iaro.t0'A4aa. t6A Rw 0A ttA NA 11A IVA IA NA RA 1744 N:A RA 100 1079fha CAPACITY WHICH MAY BE USED TO QUALIFY tAadOrr lR8$ tea m8 f6aba 2ffi 80 41666 Mao "Sea lame 17J mB 370164 18744 8S2me 479ae 170ma 24f me 28010. ADDITIOAIAI.ANCHOR OPTIONS FROM THE 2AMm• tlWL%1fto.OJ atoms 9W- RW ISA RA RA t!! tis Iii RI 180 t9A 441818 442b4 380160. ANMIORCAPACITY TAME. 11BV3� NOTE:FOR THE OFFSET CRAP.USE THE SAME ANCHOR PATTERN AND ANCHORYA1.UES AS THE STANDARD CLIP. 0.&6 em Fbltda Nt WO"••1 rj0 fg,,,�, f GURE1: FiGURE2: TABLE NOTES: • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •• ••• • • • • • •• ntt111111j 2)L 11O•MBEWVM MULL LENGTHS ANDFOR OPENING WIDTHS IS ATIOWABLL 3126• �`� Oaf FIGURE3 �� '�1GEN8F'•�ff'i, N i �I [NOT RA SCALE.FOR EXACT DIN�Pi�i�SEE SHEETS 2123 � �: • Ltd G DlA1H48WNN.RESTRX:IZONB 8IiO1fsN ON SHEETS 21-23. ��-: ••.>+1' • • • • FIGURES SHOW SUGGESTm. P TE HOLE LOCATIONS. No.58705 ANGLE CUP MUST BE USED IN PAM 4)SUBSTRATES CONCRETE CONFORM TO ACI 381 SPECIFICATIONS.HOLLOW AIS HJT-FILLED L Q Ui$1 I(X6U) NFORM TO ASTM G90 WAD SHaLI BE P TREATED �} WAIIEV ::FIGURE4: FlQl1REfi FltiUREB • aiRH F INUMSFU4LL�u iT6APIDBEAMINIMUM OF.1� FX3.128`X.S•MUumN O • • i( STEEP TC�EA O AND.1146'THItJC(1BGAlXik�STRUO7ISRRN STEELTO�AT ��'•..�jOBpP.•'G\-: ® � � •• TH��T�a 396 a StS�HortB rtlio a��BE sTEEL�sA.T�LEA87'3 BtXtEatT1 BEYOND (rvF MUI.i.tONy • • �lLp�NA��I.y�� 11 11 • • •• • • • A.LYNIV11ucn P.E. FL P.EJt SM ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE BA �a3 Mumonca TabM st Open§tvzmpwvadm*q- tgg )orgmftas<gmpot attars) e Som 010 Tom 3010 sore taom 12010 twth Isom % 5 1 it0 ler TMONW. Rwtmoft T •ro. ! 7ipR�g. Taepla10nB. Tom. 4 1 l x 4 x.128 teaft Loatat Loaf LWA M9 1 LMNA9 Loft ton to taa•ro Loe•et Lm ng Londn9 Loft Las 14adiet Loft LWAIG Luna Y ' Tu i tI a 1 � 111 111 111 1 1 1 1 � 1 11 R if 11 it 11 11 11 if 11 1 11 if 11 1111 11 11 11 1111if 1111111 it 11 111 N �� 10 Mn 1700 420 ,700 190 ,700 744 MO 478 1MA 998 170.0 909 170.0 W2 170.0 610 170.0 1116 ROA W 770.0 1410 :170.0 am 1700 I'm 170.0 Set MU 1499 1700 521 IN.$ tag 1700 621 40th 170.0 709 iM9 604 170.0 600 170.0 661 1700 17'0.0 890 ,760 „S8 170.0 991 1740 12M 170.0 ell ,6d22 1308 ,70.4 990 1253 ,667 IMLs 980 111.7 , ,709 9W W7 ,969 R45 960 10 170.0 TO IM 619 1700 039 ,MA 891 1740 it* 170.0 684 170.0 110 100 728 16&1 ,296 7700 747 1109 � 1M0 760 ,17.1 1296 1700 700 ,ODA 1290 170.0 7M W9 120 IMA 708 6410 Into w IMA on I= 968 1MA 891 IMO 1119 ROA 784 144A 1,611 1700 809 187.2 1169 VU 6W 121.6 1,60 170.0 948 1109 1168 1700 981 802 1189 1700 101 772 lift ,1D.o 681 CD O 60m 1710 085 1700 791 191.7 1013 ROA 7W UU OU 181.1 $82 12Lt 1012 149.7 118 1112 1012 110.8 061 100.8 1042 130.2 791 09.4 lou 1260 712 719 1042 ,26.1 78 829 1042 12LI M � J 13th 170.0 9th Mo 745 191.2 9n SU 019 129.0 on 144A 791 MA 02 1310 702 ,00.8 182 tMA 788 OLT OR 1148 780 760 997 100.4 718 040 980 100.0 744 OLT M 1000 744 8814 186A $a Mo 769 IVA 047 146.0 MB Hat 9471303 7M 143A 947 1177 M $19 917 IO7 735 82.7 9V 1622 727 699 9a 93.1 718 M.1 817 940 711 01.7 917 910 711 Z B� 7210 a" 9M ,427 737 1182 849 121.0 727 W.0 041 4060 709 049 9{8 06.1 an 7&8 an 8l7 to 79 049 GL7 870 a s so M3 = *A M 719 662 429 0M nA 891 L W 78th 1169 Tat 120.7 685 90.3 M2 102.8 602 62.0 792 00A 840 722 rm 80.9 an 60.2 M2 742 W Or9 M 882 013 48.1 M0610 429 802 412 7M OW W 30.1 702 6&4 6M � a Z lam 109.9 724 MA ON 08.0 724 alb 621 793 721 90.9 808 089 714 74A W WA 724 08.1 501 811.4 704 09.1 W 4" W3 WS 392 724 aid 6W 3&4 724 899 166 = Q C tom as 649 719 483 00.0 6M 60.7 4H 197 w 40.9 109 13.6 tlll 47.1 169 889 649 420 02 Sla 043 890 491 28.0 W3 470 699 427 479 478 107 412 409 470 432 412 35.8 4M 365 4M W.0 470 NA 100 28,7 4M 220 tit 209 26.1 3fa 20.8 478 20:8 380 170 478 24210814 403 3R 41.1 341 33.0 371 SU 399 2M 177 300 330 W W7 X$ 526 220 W7 240 321 10.1 3W =0 117 109 190 MO M Wr R.1 304 111th SFA 3W 39 328 309 air 01.8 319 185 867 VA 343 23.2 2W 2M M9 AlWl 220 306 ,8.6 3W 20.1 3111 70.4 307 RA 286 X 1MIM 203 300 212 279 249 300 20.1 21 21.0 NO 21.7 2M 163 2M 102 W 103 300 170 188 844th 17.0 212 R2 190 r' O TABLE BB ANCHOR CAPACITY ADJUSTMEINT FORMULA: d' Can Table 01089100 27:Cae 3itOw• wrnaa9, YTi4bo4 ( -)xIANcrwRcaP.,, ,,)QaNCHoacAP.- eP18'eoo ur84 m40'Mee 1/48813eo 91s81ea1 1126081 91261etl MIUUJONCAP. ,A,,,, AnchorCilpPallame ArAw 3wIftoumam SWEbelWam 3wEboumsm ua•t7ooMOM 12tr5oen Amt 196AW11 Atha t7Mentt%9mtewtM e•ev,64y USETHL4FOtMULATOOBTAINTHE ANfHOR Wammeom r 1 2.1Ir r 244 S-w r 2-Ur r I 24W 2 1 3,46` r 0.49 I OA4• 0" CAPACITY REQUIRED"CORRESPONDING TO AN Emeeamara ,Orr I tan' tan' tan• 7 1-1M 1.1IP I-Iw 1•ttr 1-vV 14W r ,aN I 138• rail. ACTUAL PRESSURE REQUIREMENT FOR THE 2 04.WAfO.a/SbMW0r 179. Meme 8mbe 4509$ 010 ft 1044ft Mbs =VA 354ft 740ts 374 a$ aleSO tbs 44204 glona OPENING WHEN IT IS LOWER THAN THE MULLION 4 aa9902�edeO.ala4enaela{arape0ceylAa3k 7006• now mlbs l4toroa M203 4% MOae xw Oman WA aeo76e Oar+ man 99516 ttaabe CAPACITY(FROM THE TABLE)OF THE SELECTED BAneUaOMt.158110.Q4/8!a$e�BtanCme009P1rte.4t 9804$ 140DOO 12A WA WA MR MOO$ WA 1191 K% tit Na 13091be RMI► 221000 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AMw04De•lic 0JM102dA%UC9ps1ftfp 78Dan 78Daa BMie Was I ft -w-w- 8mne 100 mom 749x6 -maps: /m9$ Onbs at NM9$ CAPACITYWHICHMAYSEUEDTOQUALIFY 5A ®r1AaC.C.Ip12a6A�nC1$lt�.ty ITRUM 117OMS 101000 234006 28140$ e40a0 640ae WA tubae ,7x29$ 13Ma6 Ze98as tonne 1W7 Mbn b6 Was ADDITIONAL ANCHOR OPTIONS FROM THE 4Aeohe$490.46.19n.0.a/u4A,1ft A2VMvL 4A.7t WA tat WA WA MR tat wit AWA 10% t1M to WA tar/ Nal 143020 ANCHOR CAPACITY TABLE. 39tODUCrRrA= 2Ane7we®221r tAe.RC/Rp•gg.e}: 3000$ Mme 2100$ 706116 6789$ Til 280106 WA S16a$ !9A 440Iba >8A 34100 4121b 480M �v�ttlteFlmke 4Aoo5•e 1.15.56e.tD.Oi aeoa6 70Daa WA w8l WA ww 38006 VA wm WA tWl 8n 0$ BMI6a 111006 Ito NOTE:FOR THE OFFSETCLIP,LSETHE3Aa6EAN7210RPATMMS I D A HORVALUES ASTHE STANDARD CLIP. � tow � p910 TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIt3URE 4: FKAIRE8: FIGURE ••I)SjeE>iHEETiQ FOI;jINSjRUCMIS ON 1238Ki THE TABLES AND SHEET 25 FOR INFCFBVAATX)N ON LONDW0.SEE 1tt l l 17 t!Ill • • • • • • • • • • • • 4GH9E 2.4d;OI*GEVERA.BISTAWLTION METHODS. • BEW EN MULL LENGTHSAND/OR OPENING WIDTHS IS ALLOWAiLE. �; �C''�`�� •.'p �i i • • • • • • • • • •3)M&%N AND CIS SHOWN ARE NOT TO SCALE.FOR EXACT OBAE NSION&SEE SHEETS 21-23.HOLES d' = r NO.W-105 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 214.9.FIGURES SHOW - = FIGURES: FIGURES: FIGURE r SUGGESi'ED,APPRO)MATE HOLE LOCATIONS. d) CON FO Aq�18PECTFICATIOidB.HOLLOW AND CX20UT FIIJ ED ' • • • • i i i OdCUN1T tx7NFORM70A8TMC4�.W00DSHALLBEPRE84URETREATEDYELLOW 12V .' . '...!�(OR10?. •• • E WQIt 991 0 ALUMWUM SHALL�8083.75 AND BE A MMBIUM t)F.125'7FICYC.STEEL ii �1 • •• sT9lDsro er�.rrl,INm�aa�1 cG�rlDt:33 oac THICJC T1s GAUCGE).srRucrca4A18TEB.TO BE Ar LEABT.12s THIt�t � �.,`S�ONAt•E.�` ANGLE CUP{FIGURES 888)MUST BE USED W PAM •• • AND l69&ALLMNt3i0AS TIRO MEtML SHALL EXTEND AT LEAST S SCx2EW THREADS BEYOND TFC MATd21M 880& r x4•X.126 '1 7F12 ANCHORS INTO WOOD MAYBE STEEL.1&8&S.OR 410&& MULLION A LYNW-58 P.E. FL P.E. 587116 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7A Ma15wt Capa iftTommma� Opelftvadlb(for MMoI•)orOpentngHeiBSPr eeeattt C sofa 60N 10N 60N o0N 1 N 7WN 14011 I60N 17t4x 876 Ifo' uW16•o- 11001/100 RaotsSabt ifWl66rot• Te010imo ! + Tfaptl7lmo i 74aPR UWMet•. f T 4 AWM Tobe !m•ng lon4np tamBl• lae•o LMdae LOe•M1g Lo0d6g lMdNg lung LenA• tsamg Lowing > lae� l0 l LaOdlgx 42N 170.0 sW 170.0 4 170.0 744 1746 410 1700 5M 170.0 txe 170.0 062 170.0 610 170.0 111S 110.0 Sf 170.0 12{0 1740 621 170.0 1488 170.0 031 1700 1786 f10A Mt 110.0 1910 170.0 621 49N 1740 7M 1704 564 IVDA 860 170.0 084 170.0 092 1740 060 1740 if= 170.0 681 IVDA 1276 170.0 077 IVDA W? IMA MO 1740 4700 170.0 880 t70A toss 170.0 060 101.0 2W 110.0 60 mmto 1740 747 170.0 510 170.0 M 7/40 031 110.0 WB 170.0 Mi 170.0 1106 170.0 723 170.0 13• IMA 74 170.0 14% 170.0 700 MO 19M 1740 7M 1040 1610 170.0 760 VMA 1916 170.0 766 L ftN 4740 W 170.0 SM 170.0 956 170.0 801 170.0 1410 170.0 701 1V4o 1410 170.0 810 170.0 1484 1740 637 170.0 1494 170.0 656 tt•A 170 170k 861 127.2 t7S 110.0 881 1WA 17M 1740 061 170 O Win IMA m 170.0 701 170.0 1060 IM.O 7W 170.0 1240 120.0 80 /VOA 1419 110.0 614 170.0 1690 170.0 S8 IMA 1819 170.0 1099 1348 SBSB 110.0 1010 111.0 tots 170.0 1109 07.2 1810 170.0 1086 MN 1740 030 17U 745 170.0 1716 170.0 860 170.0 MI 170.0 060 170.0 1(88 170* 1016 1687 161 170A 1010 141.0 1012 IMA 1122 IVA 1612 120.6 1110 100.7 150 169.0 1167 841 IOU WA 1157 MN 1140 074 170.0 1M 170.0 lift 170.0 Us IMA 1384 IVDA IgM IMA 1472 170.0 IMI 1428 t472 16&6 1148 tWb 1472 110.0 I= 1111.1 1491 W11 1110 SA 1492 148.0 1101 643 I,= 140.0 1106 Z 74N IMA an IVDA OM IMA 1376 120.0 Me IMA teW 1882 IM 1320 I30IMA I= 1173 IOW 137.8 90 110.0 I= 128.0 100 BBA t= 117-0 M 744 1870 112.0 INS MA 1300 110.6 tots g �!! a 101" 170.0 1142 IMA 419 140.9 1184 110.4 loll 1292 tte4 130.0 S6 11122 lift tWJ 610 987 1196 I= ON 103 1184 107.0 OR 74.0 1164 07A 010 06.1 1166 S.1 107' 56.1 1184 03.9 22tlJ � . >& MN 110.1 1136 170.0 997 1884 1124 141'.0 B86 1146 1134 1288 BN 109.8 7234 116.0 601 8468 1221 1011.0 1108 SAO 1126 S.5 000 102 113E 56A BS 60.3 1121 813 8S 61.9 1124 89.4 810 •" SN 1081 644 111.5 760 041 866 06.3 739 79.2 ON at 7W OVA 014 13.9 710 60.1 614 10,6 702 94.0 814 61.4 6S 10.0 644 61.2 W8 888 064 me 610 3968 $0 07 104 1 "� a MN 60.1 742 910 OM 743 742 77.2 M 886 742 072 041 664 710 OU Mt 408 142 61.1 812 44.5 741 40.8 614 371 742 as 810 31.9 142 368 560 27.0 742 37-5 6114 � n Lon 089 103 560 62.1 MB 638 am 467 6S 40 613 30.1 510 CA 106 366 5M V.$ 40 31.3 610 34.9 492 W.1 5W WA 451 433 108 W8 472 70.6 610 24.7 410$7.8 106 568 510 480 5 40.5 4S 472 106 10.0 487 380 610 380 460 310 510 34.2 473 W8 556 313 4S XA 560 47.1 657 W8 M 21.3 410 I6A 566 aA 442 X 46A 470 46A 4al 380 410 39.0 320 470 387 40.0 410 ?D3 414 W3 476 W.8 4S 428 410 248 410 10A 476 21.1 195 163 476 18.7 107 143 476 172 881 464 SVD 2.9 SM 210 330 22.4 301 189 360 19.8 207 188 100 174 203 TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: An,ebor Table 9.Wtema Ksw t�a6G141 PIVtoo6 Mew (Dp_)XtANCHORt�P.,,„,,, -ANCHORCAP.- -� Qne'Meo IK'BSCOee 6fM't7e0 08"bo N1081ae1 6128teel •1148104 MULLIONCAP.,,,„m• AndwClpP8lf9m9 AMW 3P18 e"lI ma ilrEbelftm 01"wilcoumum twftot00aam 186aeoo AgpeL•Nr IlNaoen Atm BueaSibJ Bem1e� � USE THIS FORMULA TOOBTAIN 774E ANCNiOR Edpoftm r 244 r 2-ir 3-us r 2-fa• r 3-Im r 9are' r a•• BM 0324• CAPACITY REQUIRED'CORRESPONDING TO AN F.mbeOtoen7 1.914' 14N• I.e•• 1.16' r f-U4' t.ur 1-U4' We 14W 1114' r 144 1318 Va8o8 ACTUAL PRE89lJREREQ11fHEMBOTFOdiTHE 2Amboe®4.W Mh0AI a0" Im 31098 3Swe Merv, 16/4 N6 gMWI 2W 36WNa 74Dft 974Ne roe 4a 1 OPENING,WHEN R IS LOWER THAN THE MULLION 4Anohae®228600.t).Q1MV WfKOl1"* mit 710168 =In 1410@8 ow ms NA 56Owe NR 660Ne WA 860Ne t6A (82.0 9MI0 1120N6 CAPACITY(FROM THE TABLE)OF THE SELECTED 8Am1ws431.lr MkL0A.1wwmOfel0m"c6Pp99.4}: S80Ne 1140010 NA WA NIA NA 760N0 ft M WA amA 39A 188304 17MN0 asoma MULLION.IT WILL YIELD A MINIiMANCHOR 4Ano0m S'IBn.O.G/(S2t6At10eCByelfFlg.By MIA 7MIA 10010 156010 mom mom 5601110 WA 7Mae Mile 91011• 10MNs 10210 oSNs 1fW W. CAPACITY WHICH MAY BE USED TO QUALIFY eAao3e<e633.69ao0'MZMAngfecMIM tin as 11Mme =05a 2awro6 W44tle 810?A Babe KA 1749na Dame 1. - �9gn 1o229a I327as 7e95be ADDITIONAL ANCHOR OPTIONS FROM THE 4 AndM00.4S M•.QQ IU411A No.iW'Alum.�q. IBA NA 1VA WA WA WA NR NR 04 f9A NR Nan � 1430we ANCHORCAPACITYTABLE. R � 2Ane0ao 2WMA.O.01r-atP5tft Mom 3W Ms 2Stbe 7M11e 94 280MO NA •taws f0A 44010 3010e 442Nd OWNS 4ANbW iATlA1aaC1F4XPft 91: 480N8 =He NA TSA N. NA 38DrA NA 69A MA 18A WA GR M8 MIO 112008 No •� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. j 1.084 f- •j Imv N TABLE NOTES: a Control FIGURE is FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FKAM g 1)SEE StEET i FOR INSTRUCTiONS ON USING THE TABLES ANDMET 25 FOR INFORMATION ty f t l l t t tl f •!TR LOADING.SBE SHWIS144 F ISVL 9JSTALLATION METHODS. y • • • • • ME ,,�,�,�q�,• • • • • • • • ,�p.W IT�LA' TWgEN MU LL LENGTHS ANIXOR OPEKINGWIDTHS ISALL WABLE. � "GE• _••• SHEETS ARE NOT TO WAYL FOR EXACT ONUMOM SEE 2& RILLS IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.0 V 4•�' No.58705 SHOWN ON SHEETS 2123.FIGURES SHOW SUGGESTED.APPROX MATE HOLE LOCATIONS. _ 1 FIGURE 5 FIGURES: FtGURURE 7 • ••• E¢,$ TO ACt 311'1 SPECIFICMTIONS.HOLLOW AND ( y29( 5 uf: • • • • • • • G C.ATESL (CMIn SHALL CONFORM TOASTS C-95.WOOD SHALL BE 'Q TATE • • • • ••• o Cf/6378ANDOMMMMM"OFA21"TIBC.SSiTBSTUDS 70SEAMINIMUMGRADDE WITH AN 80 OF 0.511.ALLM" E33AND.C48` 378 376• OoR10P • •• 1T ((jBbAU( "STRUCK001.S11 TOREATLEA3TA2VTT�CANDA38.ALLANCHORS AN -� �.,1 NA�I�7��yy�r GLE CLIP(FIGURES 1186)MIST BE USED IN PAIRS. •• • INTO METAL SKM I.S(TENDAT LEASE 3 SCREW THREADS BEYOND THE MATERML.0t0&012 1•X4•X.376 1'' X 4•X.370• A L/Y1dN Mlutft P.E. ANCHORS INTO WOOD MAY BE STEEL I"S.S.OR 410 S.S. •T'-MUUJ Na MULLION FL P.E.#58705 • • to • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8A Mumm Conaft Table ' Op9a81BLIMPr MUIR-)-Op"HayMp r 0900) 4'#� 6812 4812 70tn BOM 9o12 10512 19012 14012 "6812 Ol 128"x • Team• T > V tosten4mer TmpfOseeg. 7mpitxe�. q JTWubeA 3QtM x Mn Loadm tooft L"ft t-ft Loaa68 Loe6p Lee•m Loft Lotem toaft haft LoamS uaft Loaft �y d N " {tt�a 4212 170.0 Bin 170.0 405 170.0 744 170.0 478 170.0 8M 170.0 JIM MA 992 1P0.0 6W 170.0 tt16 170.0 521 170.0 1210 170.0 621 170.6 1448 t10.0 621 170.0 1785 17.00 621 1613 trio MA 621 W 4812 170.0 768 170.0 684 170.0 850 110.0 584 170.0 Sri 170.0 ON 170.0 tt39 1703 881 1710 ON 1700 487 MA 1417 1683 848 WA 6815 170.0 B8o 182.7 1648 a" Me 11&1 1518 168.0 8B0 wmbt 170.0 747 170.0 648 t70.0 898 MA ON Ma 1015 1700 484 176.0 tt95 170.0 726 1700 1846 170.0 747 iWA UN 170.0 748 188.2 US 1700 681 1198 1488 IRA 759 IOL4 1468 I= 768 54M 170.0 787 t70A 812 170.0 rib 170.0 Mt 170.0 US 1700 704 1700 1276 170.0 808 taL1 1978 110.0 887 1488 4368 1783 868 1223 1278 1700 881 104.8 1878 170.0 861 1127 !WB 170.0 BBI ILI MM 170.0 886 178.0 701 1700 1086 1100 787 15&9 JIM 170.0 Sri 189.0 1158 WA 998 IMA 1161{ IWO 9I9 1112 1148 ISM 912 027 1168 144.8 805 704 1148 NU JIM 893 1168 1443 Ml LU J MM 1700 030 MA 746 148.1 1061 170.0 MI 1272 ION IWO ON 120.1 1061 14LO 848 10&7 1051 1629 687 86.1 ION 12.0.7 890 80.1 1061 118.0 SM MA ION iri.1 821 803 ION 11&1 821 � n• � M% 148.1 961 170.0 768 148.8 067 151.6 806 tt&4 487 194.0 790 104.4 967 1219 777 82.8 w 112.8 787 89.8 w 108.8 748 as w 100.0 7w 69.7 687 953 748 622 067 689 746 z � 7212 428.7 804 148.2 MB iW3 124 116.2 804 913 801 1012 481 MA 804 91A IM 714 484 84.1 00 &.4 804 rib 80 686 801 728 839 483 804 MA = 402 804 69.8 826 Mb 109.4 722 114.4 830 912 722 972 W 702 722 on BOB B&/ 722 78.7 688 808 122 708 Me 6L7 722 864 680 463 722 48.6 WO Si 722 it? 686 942 722 602 MI 7812 1012 M 106.8 800 883 068 MA 548 728 IN 714 67/ MA 486 784 668 m BM 844 680 MA 886 801 QM 62 In 643 668 88.2 B68 VA 697 WA 686 50.7 6812 Ma 615 863 4W 613 616 484 448 47.1 616 601 441 412 616 44.7 494 98.8 5t6 404 428 933 516 973 872 273 5Po 93.1 iia 2L5 815 SU 107 20A 515 2M 404 �( G 9112 643 683 MA 404 458 163 47.1 681 30.5 469 410 MI 983 469 39A M$ 80.2 448 8&0 979 212 483 3M 374 723 463 20A 30 19A 453 A3 890 473 468 223 956 N 10812 38.1 948 483 928 313 958 828 918 272 348 2&4 SO 288 988 262 = 212 348 227 904 ILI 488 208 300 18.9 3% 183 448 fn � 111 M ILI 336 90.8 308 20.3 936 90.1 901 201 338 28.1 248 1 223 396 232 200 19.6 991 MA = 173 398 ILI 285 x S2 44DM 273 288 264 232 680 2&s 189 260 203 rib 173 430 182 ria 15A 480 10.4 2w V Q 14412 tea 401 184 rie Q °" � TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: � It L711cm Ae 3b2C•x. Tebla xmwraau FtmcmuO JIM (Dp )XtANt2{OR � /-AN(2CAP._ '�dddttt� 5nrao 12'89 &wmo wasBko ow wed alas 1 928 MUU.WNCAP•„._ AaehorClpPetbrta AneOar 8N6^®totmmem U4'6coumec0a UOvm wtemmunmean U'retcuftem AWaGdw IIMM ftmWwBam• UMM BUMM WETHIS FORMl1LATOOBTAIN THEANCHOR Edgeas%= 1• 2-W 1" 2472' 8.116` i• 2•Vr 1` 24W r sow Jr 0.4r aw 0.w CAPACITY REQUIRED`COMMVMM TO AN 48me0sm9 1374' 10-P 1 $01 13x4' Jr 1.114' 1-VC 1-012' t•Vd• Vur mw 2 A8a' 1318• vme ACTUAL PRESSURE REQUIREMENT FOR THE 2JmcbwJQ4.?VI,n0.alftoMar0W ft1) M6B» = ml -No-$ JIM IS 96168 long 0m6 341m6 44M eso•a OPENING.WHEN IT IS LOWERTHAN'I'HE MULLION 4AO95.8 1.15•YM 4 480Bs 1WWe x48 x81 WA va 68o0s No 10% ILA WA mt!s 886 ft 1120151 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AOUM0 T N12.O.C./00 295AM O /0.18 712®6 ?w ra saws I two& memo 610m3 moo x61 766m3 748128 Moos "Olts M2o1 848®6 1120103 MULLION.IT IAL YIELD A MiNIMUM ANCHOR 4Amh=@0.45'Lw.0A.10•Cl0 YND.t26'AAm1. IaA Im Na 783 WA "a 8/A Ila t8A WA Im WA "A IVA 119om3 CAPACITY WHICH MAY BE USED TO QUALIFY 1AOC1ar/ 9 Po6ma 126483 2268» I 44568 8920/ i968s 14004 177gs 37003 _W2_6 89708 47803 t70m! 481 W3 280153 ADDITIONAL ANCHOR OPTIONS FROM THE zAnexx6 Lle faa oAJ uo68 6804• x61 Nal I Na x42 loom Na Imp I an WA I Im 341.3 44213 10003 ANCHOR CAPACITY TABLE. PRoD=R8VmD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGIATE 7• FIGUREZ TABLE NOTES: r12e -i Aaa4P10eaoPb .0.1. • • 1)SEE SHEET'1 FOR INSTRUCTIONS ON USING THE 7ASLESAND SHEET 25 FOR INFORMATION a Rodvtt on0o1 ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •• ••• • • • • • •• FIGURE 3 : 2)LB{FAISISiEItBOLAA IOM BBPWYEN MULL LENGTHS ANI>�R OPENWO WIDTTI°i ALLOWABLE ` ��ONY LYNRd • O 8 N AFS NOT TO SCALE FOR ZZ iBMENSIONS.SEE ...............'<LCENSF' C1 iP AtU8T ••• 251 T E 4N THE FIELD FOLLOWING DiMENSIONAL RESTRICTIONS Fo • • • BEUSW 21- SHOW SLIOGESTED.APPROXIMATE HOW.E LOCATIONS. , No.58705 IN PAM 4)SU88TRATM CONCRETE SHALL CONFORM TO ACi 301 SPECIF1CATl0IV8,HOLLOW AND FIGURE* FKNURE FIGURE • •• GROUT-FILLED CONCRETE BLOCK LANK SHALL CONFORM TO ASTM C41Q MOD SHALL � : 0'Kr � ` • dE PRE 'QED PINE WITH AN SG OF 0.6.ALUMINUM SHALLBE ((AAA • • • •80&4-TS A O"FF�1 STEEL-STUDSTOBEAMININUMGRADE33AND tt •. • •• •.owelF (18 •�R1167uwu•YTf�ITOBEATLEMT.12rTHICKANDASS.ALL 1.28'(i-W'X288'M&ILLIQN s•.CLORIOP,.'G\? • • • •ANCHORS PW MWAL SHALWEXIENPAT*EAST 3 SCREW THREADS BEYOND THE MATERIAL. (1 tR4'VF MULLLDN) i��slO • •• •IT40&012 ANCF�INTO W"MAY 10STEEL,188S.S.OR 410&S. p[+({ FL P.E.0I8M ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y I I r TABLE 9A MuMm CapscIV Table VVpttll apd6a14)oiOpeninp"albumcwho 1.1801 Join sob 10b sob 90b 10014 t40b tale •ob 116:3.26 T•TIOle69 RwAlm tel Topmaf0. lbours•r T•1703m•. tt T/6p7B1®e. 11edw.d0r > fiea> t > t Tap17E669. fief AL0009 RLea fto aft 8�6 X.100 yLaft Us" I'Alft tw tg toa67n}B}0. 7}l1�1,08ft$@p p6µtemaq lea•• tmdn8 'lpR�taQnJppO toee919 1.00669 t6eeb8 105.069 temQn4g tmd69 Laeaiq AUMTU MY1200b qg�g O9� Mb 170.0 020 170.0 430 IMO 144 IMO 478 1700 BM 170.0 609 f70A 9W 1700 810 IMA 1118 170.0 641 168.8 1118 IIU 841 147.7 1110 1700. Of 10&0 f118 170.0 641 S" 1118 110A at Mb 170.0 708 170.0 621 3700 M tMA 684 iW.6 870 INA BN UB.7 WB I= 661 1884 ON f700 W7 117.8 878 00.0 880 WA 878 1700 880 83.0 870 1700 880 78.6 078 170.0 870 WAlln 110.0 741 110.0 603 .00.0 888 170.0 831 1607 w 110.0 810 131.2 847 1609 108 117.4 927 =I 839 106.6 870 1688 886 OTA 877 IM9 US 704 oW INS 109 827 INA 898 c. 64th 178A 7W 110.0 814 1816 810 AOA ON 194.6 868 1639 888 115.0 888 141.6 810 =A 8W 134.0 NO BLT 810 1288 104 71.3 888 1888 864 884 888 110.0 � 67.8 888 1468 084 bob 1492 748 INJI ON 1104 108 1929 820 to29 710 tA9 eoe 109 148 fW9 MB 70.8 TM 101.0 682 71.0 710 98.11 w W.t 749 93.4 697 103 To 83.8 687 418 748 83.3 103 891, 149.7 077 192.0 M 107,1 WT 1112 M 98.4 67 =A 666 773 BIT 9t.4 686 88.7 877 863 639 17f9 67 61.0 694 619 W7 TT0 610 102 BA 707 628 AT W7 18.7 108 tl mb ime 8A 1111 630 89.7 817 DTA Ste 10.9 67 883 we W3 817 103 100 SLB 6tt TLB 104 600 8tt 807 MB 410 017 8" 407 90.4 eA 067 102 39.8 817 0611 104 Mn B4A 018 W.1 460 BOJ 618 743 4M 694 618 863 472 618 618 10.8 410 461 818 614 410 410 618 Q03 410 349 108 168 108 980 618 IBA 406 '%9 m8 460 4W Z Mb Ne T9J 408 887 486 849 988 M3 410 610 880 411 410 MA ON 99.8 40 668 978 963 486 103 314 264 40 983 367 10.9 466 980 361 2L0 486 383 989 Mb 803 441 BB.O 9W 049 411 53 3M 109 441 me 102 400 101 41A MB .90.4 Ni 41.8 $80 SU 441 383 368 10.9 101 340 919 AS 441 861 910 404 101 &t.T 816 8677 440 384 10.8 486 360 310 970 409 803 392 343 434 466 894 268 280 .2" 992 2.1 WB 41.4 m Oct tt4 17.7 392 "A 788 183 994 168 ffi f68 910 167 480 Q Seo 86.0 481 969 780 461 481 103 MB 260 481 10.4 U2 219 281 966 410 180 201 21.3 410 11.6 481 /BA '101 140 291 17.1 478 140 481 168 432 ~ e; a � SOBb 218 230 26.1 908 400 490 47.5 406 tt9 490 MS 401 164 470 t8.8 110 t.} 0- 111 b 92A 260 29.1 to188 418 iBA 184 t8.2 418 169 181 tlt 219 143 %B X 140b 170 1W 167 .0 140 iW 763 1W Y LE 98 ARehori�l Table ANCNORCAPACITYAD.lU87M6NTFORMtILA: 3.•cQene. Itlf4611 PT7Yaoe 6+aet ANCHORCJW.„,.,,,, eNeEteo ures 6118mo tar Bs Moo mo8lad matted 612Btee7 )X{ }nANC LORCAP.® Anoipr 9IM'fJaoUOamon Mrt600Wtrelm IlBeeatl 3N8'ENolldmoo6 lartBoelAfrea•1 > M=W AWMaW 136)800 if a (481 MURMULBTA ARohorC6P Pttttenro L�ETHIS FORMULATOOBTAIN THElU�XI•IOtt EOpe (6$ r a-mr r 2d R• 3410' r 2.tYB r 2tfr r &1B' r GAB' OA4• O.WI' CAPAGTYREQUIRED`C ORRESPONDINGTOAN Fmeee nda saw I-W 1314' 1.974' r t tw f-t/4' mw 1.114' 1 t,4' mw r fsw tS. •aeo ACTUAL PRESSURE ANT FORTHE 2jWWs 4.IrIfiA .Q, erobsi f): Some 39086 ieo•s dobe me sole, MS 864169 7MOe 6B1me eae•e 341 me a�ros aeof7a OPENING.WHENITISLOWERTHANTHEMILION 4An*=0I.IVMb.C.0/etedm0(« ft 4k 480 as 100109 1001 1021 NIA NIA 38089 1861 NCA NIA NBA 7W1 FA 7�•6 ttmee CAPACITY"OMTHETABLE)OFTHE8LECIED 4 Ata7mle B3•Nb.0Aft7)2RBAn21Bmml(Ftp. MIME mft 8BDD9 "Mrs 1888100 68089 m00q N81 M the MRS SlIfts 110206 882019 mph 1t20f09 MULLION.ITVMLYIELDAMBIIMUMANCHOR 9AmM•100.64•f�0e.0.Q70-0O4,[d0.100'ABm.(Fl2.4X K% WA WA NIA NB1 N/A 180 la NA NIA 9% NIA N% 1001 MO86 CAPACITY WHICH MAY BE USED TO QUALIFY IAMMIV-0V f%4 19509 19683 226 b6 446f66 812th 135M 14me MMS 370106 38286 410105 110ID9 2x186 28089 AmniONALANC:HOROPTIONSFROMTHE 4Ao0hae 1.16'Mb.O.CJF178p 240gm 10086 NIA WA NIA NIA IN- 1081 1081 iMl 1081 WA 841710 O428a 6(•9q ANCHOR CAPACITY TABLE IMT FI0tIQ9 FIGURE 1• FIGURE 2TABLE NOTES: 1280 • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. a Corttnot • 2)L.OMM INFERPOUATLCN MrAl Et1 MULL LENGTHS ANDMR OPENNG WIDTHS IS ALLOWABLE �.� �(LYNN �. FIGURE 3: ANGLE ••• . •• • •000 • • _ � TQB S IN THE FIELD FOLLOWING D AM FOR�SNS • • • • NOTTOSC CLIP Ml>&1 e• 2'�S SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. = No.56105 BE USED IN PANS. 4)SUBSTRATA CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLC W AND CONFORM TO ASTM C-90 WOOD SHALL FIGURE 4: FIGURE 6 FIGURE 6 • ••t W 611(CIMU)PNE LWITH AN 066 AttJM99UN BE 100 311.07E b � � • • s i i BII�TB A�A�.WT. .STl�BTOBEAMINH91l98GRA 33/Nto r•�,� P �lL. C� .RCOR{q•, •• • 048; 118 E}BTR(iCTURA►sriElro BEarLEAST.1�'TIi(QCANDA38AI1 . S 1 . • LO-1 [LI-0 . •4ANCHOf63INTO M2ira SHALA E 111*80A'RIEAST 3 SCREW THREADS BEYONDTHE MATERIAL. 1�'X .103 MUUJON �1tVAl- #0 •211082H21lNCHOM INTO WOM MAYlE WEEL„l"a&OR4108A a LYl4N MI8 it P.E. • FL P.E.$$8706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 10A ,. 6H14m43 181940 Open111pW�t(torveAiw7yspotNngatmlore)orOp�tU1QN618bL6ol amiafs) ��9' Ww Wm lam 66tH Ww mom twee tawm Ttq✓ f X03 T39pTt12ng. Ralloagdm T•p/ObOg. TwT•p6•d mB• tbeln0uta m9 Ram Tnptaq &-a.&a.& TtgiNdem• Rettm0t Tr49**• Bit W-s Reetaoetsr T0110•. 1.26x3.46 4 JI xt Loft tw04® tw&g Lo9ft tw6169 I.-ft tw490 Loft ulft L=ft Lwft Lofd68 umd* t aft L-ft L"ft Loaft Loaft �x iE fel 111 � 111 1 a a I I a a I a 11 n � 8 t 1 1 1 1 1n IRI X 1 1 11 11 ate 170.0 OW 170.0 496 tmo 744 170.0 478 13.0 886 170.0 608 Imo $92 170.0 SO D0.0 "to 170.0 621 170.$ mo 170.0 621 170.0 Ufa im.8 I 621 DOA DM 110.0 $21 170.0 1989 170.0 641 4010 Im.8 170.0 624 116.0 860 170.0 664 170.0 697 D0.0 870 170.0 1139 110.0 861 DOA 1476 1700 877 DOA u17 116.0 640 170.0 1100 17x.0 6W t.7 1978 176.0 680 146 1878 170.0 886 60.BMm 11'0.0 T47,130.6 663 1704 1 698 116.0 691 1110.0 1088 1700 864 140.0 1186 116.0 723 DOA 1816 11011 TO 1700 1494 170.0 170.0 1799 110.0 766 164.6 to" 110.0 766 In$ 1677 MA 766 <d LU O BAm 170.0 7W 179.6 814 170.0 868 170.0 891 170.0 1118 179.0 760 170.0 1476 170.0 803 ARO 1494 170.0 897 DOA Im 1/011; m 4$A 1769 170.0 661 INA D40 170.0 681 117.4 1740 170.0 661 m (,- som 170.0 886 170.0 701 1m0 too rmo 791 170.0 Im D00 676 1100 1017 170.0 Ste 161.1 Mil 1700 986 166.0 ISO 110.0 1093 140.8 151 Imo 1089 m3.6 1611 176.0 tm 80.6 1611 170.0 Im 6310 110.0 990 170.0 740 170.0 1116 176.0 060 170A 1902 170.0 910 168.8 1370 110.0 MM 1992 1970 1700 1076 1269 1370 INA ISM 1014 ON ISL9 1072 0.6 1910 166.9 ION 189 1310 166.3 1070 +� Wm tMo W MA 789 176.0 JIB MI 809 I.6 1468 IM not 136.2 1216 SU 1019 VIA INS 147.1 1000 106.9 SI40 SIBS ON 90.0 1440 130.1 878 11.8 t&8 129-0 976 68.1 t2M 129.0 976 a 7212 137.$ 1069 DNA 878 139.9 1040 1602 892 119-9 1019 UZI 376 tOIA 1049 Jim 840 95.2 1049 tw 868 83.9 1019 1027 637 99.9 5040 943 SM 6911 1069 012 820 62.1 1019 91.1 010 7810 142.7 941 149.1 822 11&9 US INA 806 101.9 911 1112 701 682 941 1002 M 76.9 611 013' TO 71.d Ott 40.5 Mi 62.6 041 77S 714 51.0 941 74.0 797 4411 961 78.8 736 $$ Z Solo 1929 891 197.8 769 1t" 694 ISIS 161196.3 W6 MA 769 02.5 991 9111 m 733 W4 8L1 130 86.0 696 783 721 SU 886 70.7 701 47.1 ON SIX 701 41.9 891 $&1 � Q P Q solo no an 8t.1 6W 71.0 at SUS 640 NA 871 663 SM 69.7 871 662 669 473 671 62S 668 49.6 sit 40.8 661 96.8 971 49.1 639 36J Ut 39.7 691 28.0 871 37.0 628 solo 70S 6W 72.0 621 6911 680 BSA 618 40.6 400 69.4 NO 46.3 6W 473 W 993 90 4311 4% MMUS 0.6 690 9LT 477 03 00 US 469 72.1 690 8.8 4tWm 4&7 466 W.0 4N 4tA 488 RS 414 19.6 4W 97.1 408 31.1 440 32.9 4W PTA 486 203 3W 20.7 466 49.6 902 D.8 408 212 VS US 408 19.0370Itim 46A 441 48.7 4W 382 441 393 M 37.7 441 94.1 987 40.8 41 W.2 362 PSA 011 272 978 t&/ 411 41.6 403 SIA Mi 10.9 866 103 461 1161 to 18110 30.9 978 9611 34 902 978 91.0 Sm 26S 810 28S 931 22.7 378 23.7 378 40.1 378 413 326 16.1 978 11&7 St6 K 2 to Mi. 2111 US 21.2 2SI 17S 482 09 0% 19.0 482 163 236 Q y TABLE 10B AnoAerCapadtp 740196(Ibt) ANCHOR CAPACITY ANCI�R CA'USTWff FORMULA: Z sut 9A1cax f 0cm 47940640 M" (Dp_)X ^'" )-ANCHOR CAP.- lwrexo 1re88f8: 6118'9x0 IWGSt9t9 stotxea 912SIM 0125 l MULUONCAP.,,m, A1t61torCtipPdbm8 8r1BEkOUB•ep3 ve&coUPMtat ffitC6co/B3sm ve6koumecm v6axm Asoreoeml Uatectn twat Stora Sa69(aS Sttmr69S USE THIS FORMULA TO OBTAIN THE.00X2102 011mm" 1' 2.ttr 1• 2-vr 9411' r 21w 1' 24M r sw r &46' 1 &64' Cm CAPACITY REQUIRED'CORRESPONDING TOAN Embuttagom. wr iew• tew^ Iere r t•b4' 1W I.1w tare late bine IS, tent I-W 1963 ACTUAL PRESSURE REQUIREMENT FOR THE 2 ®47e8Oe0.4t8tmmma CWg72.17 8901x9 98013 13 69o13 ImSte 278W 280 Be 86413 740x9 8Td MIS 9U1116 442 MI 106 OPENING.WHEN ITiSLOWER THAN T14EMULLION 4AR9.9 LISP 410 o.C.181e00tN OT62k 48013 70026 MA UK WA "A 8989 IA IVA 2711 M 68409 88613 112606 CAPACITY(FROM THE TABLE)OFTHE SE.ECTED 4Arcf1e•499'r60.O.Q/mzta t MISS 7909 6909 IMES IWO$ 6mm9 MOB NA 78013 709®9 OBD 106 Imus 802219 =as 1140®$ MULLION.IT W61 YIELD A MINIMUM ANS 619x10•®OSMYfO.oaIUABp.mm.m mmn9 NSA fm "A WA 17X1 NSA WA Nal IVA WA WA 11% tat 16A 05013 CAPACITY WHICH MAY BE USED TO QUALIFY iftetwIFIMPOIS 41 IMMS 11526 22511S 4696 82229 69686 14006 mIS 91013 10713 96 41SRS 17013 22396 24080 ADDITIONAL ANCHOR OPTIONS FROM THE 2AM1108 0 LIS Lox O.CJF4CSp ORS 611 260019 1989 N01 tvA Not x04 1989 N4k HA I MA I NIA I t8A 8.1199 44213 was ANCHOR CAPACITYTABLE 14071 tbaft cla .D FIGURE 1 E 2: TABLE NOTES: 1 • • ♦ • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND 04M 26 FOR INFORMATIONCmatn ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. L711 11111 ••• %E& 1ATIfj1 4MWMULL LENGTHS ANDIOR OPENING WIDTHS 19 ALLOWABLE. FIGURE& s • •• • • • • • ANGLE �AND1MlAIL1016 OW8 SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE &25V CLIP MUST••• 911 TO IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • • • REUSED �� F SHOW SUGGESTED,APPROXB6ATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3013PECIFICATION&HOLLOW AND = - GROUT-FILLED CONCRETE BLOCK UNIT(CNN)SHALL CONFORM TOASTM CftWOOD 8HALL FIGURE 4: FIGURE S: fIGURE& • ••48E PRE9M1IE-7V"ED PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE '(7 •. SYATE O • : : :8083 Ts [}BEA OF.ft STS STUDS TO LEA MINIMUM GRADE33AND %., '•.!DCORtOp.. ® L19 •• • (10 TO BE ATLEAST.12rTHICK AND ASS.ALL i, . •�I O @LB A LEAST3SCREWTHREA)SBEYONDTHEMATERVI. 1.2 X328 XAW • •• •010&1)12 VCHORB INTO WOOD MAY BE STEE.,18�8 S.S.OR 410 S.S. MULLION A LY�WfA�i<'��t,P.E. FL P.E.B 66706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE IIA ' mvmm Ts1A9 OpsNnoVJdth @WvWVcdy4pWft mAWre) Hd9MQW1hM, lob BOM 0I0 6061 Sob look 12012 Ink Wo Ike u7g�t 1.20%994 amunadu Tt*T* . Rodwo•I TMW&ig ...... lieplfdeoo. R9M0gnW Twp7fde•. tW Treptrds94 ReNm6uter TrgYfd50g. UesaNpY• Tiy✓t)h2g. gg4 ZAN Loo ft LeeOO• 19808 toaag LwOf28 � Lae•p Lire Wit 1090'28 Loft tooft tomin8 Losalf8 2.9.119 tsaBaB Leaale0 Sx ,'am- A 11 1 all I' I I' I 11 11 11Ill oil I 1 1 1 19 vm 4210 2/0.0 620 ROA 435 110.0 144 ROA 40 ROA 889 ROA 608 170.0 992 ROA bio IM Ila 10.0 b21 176-0 IM 110.0 621 170-0 Nm ULO m ma Im ROA 621 103 INS 90.0 Of I61n 110.0 100 TAA ON ROA NO TAD SM ROA 992 1700 070 ROA 1M3 103 881 ROA 1276 11-00 $7r ROA 1417 IN 170.0 Pal 170.0 ON ROA ion MA OM 10.0 2mT M.4 am 60.82610 170.0 141 ROA W ROA 656 110.0 921 ROA 1045 170.0 661 1700 1110 10-0 129 165-0 00 170-0 741 210.0 LOM 170-0' 06 170.0 103 Rao 765 ROA 2092 RAO ibe 170.0 2891 170-0 765 O 64m Rao 781 ROA 812 ROA o68 770-0 981 ROA 111$ 170.0 164 170-0 IWO 10.0 Om 1/oA 1094 Imo 917 170.0 1651 8W 110.0 1819 110.0 881 170-0 2291 170.0 Si a" 240 170-0 8M F Sb 10.0 as 10.0 701 170.0 low 170.0 797 Inc 1210 Rao m 170.0 1417 10.0 SU 170-0 2654 10.0 998 POA 1771 i1083A, 170.0 2126 170.0 IM 149.9 2MB 110.0 tOM 129-0 2187 170.0 ION ROA 990 10.0 746 103 RM Rao 869 40.0 1702 170-0 810 170.0 1065 110.0 1045 210-0 1179 170.0 450 103 109 o 1122 16'88 170.0 1 t9dA 2010 170-0 1tH 117.7 NO 170-0 1171 6510 1740 8i! 102 169 103 1165 170.0 1031861 1700 1002 103 am 10.0 ma ROA I09 178-0 its ROA MIB A 1210 mo Mm 179.0 t20 120A 1865 Rao im 1072 129 110-0 im J gin RBA INS MO 919 MA 1216 10.0 1008 170.0 1065 ROA 1128 Rag 1700 103 1228 act 1196 10.0 as 178.7 1791 108.6 LMB it" 101 SLO 1101 98.1 1734 165A 1862 681 1781 mu 179 � Oto 170.0 Ito ROA 657 17-00 7948 170.0 ON IRA tWO 770.0 108 IPA 160 1653 1286 01.1 168 161.6 1268 19.0 ter 411.9 1261 88.1 1865 1659 120 673 708 1223 1210 Al "a 7213 Im Z 010 I".0 lot ROA 9P 170-0 1981 iffi0 1145 166.9 IM M3 1246 MBA 1477 1220 1224 121.2 1417 1941 120 =.1 Im VIS III 165-0 1417 1149 Ile 17.9 147r ItOA Ito 603 1171 100.9 am Mie 142.0 1170 1463 Bm 2174 1110 123-0 965 Lois 1110 MIA 961 88.9 1110 65.9 990 7oA 1110 as 02 71.0 1145 897 810 65.2 1145 its 651 501 1110 86.6 80 "A Ila 62.7 W � a 881. 117.0 975 1209 812 873 90 101.6 865 893 90 88.8 612 r11 00 706 828 86.0 976 113 BR Gab s45 653 89 4a8 91b 613 765 613 sw 629 178 963 90 493 167 a min 653 m 613 US us 771 651 on 661 m 919 174 613 171 61.9 6% W 711 49.0 866 41.1 171 443: ear US 772 M 692 29A 771 340 ml9- 11110 0.7 190 173 ON 93.1 MO 662 ON 61.1 730 o83 810 473 M 499 897 42.1 790 430 022 31.8 790 41.11 OU 97.6 7M 12.8 Bw a:.0 190 313 658 231 799 mA 681 ImW 65.9 so 61.0 400 439 ON 513 600 42.0 124 443 662 W.6 881 312 614 333 824 W3 ar MA m 323 691 290 026 211 610 213 828 248 659 10.7 8f0 223 661 � � 10410 31.7 439 3M 400 284 433 20A 396 243 433 26A 393 21.1 433 224 965 183 119 20.0 991 17.9 193 182 91S Q Q, a TABLE 316 ANCHOR CAPACITY ADJUSTMENT FORMULA: A1roilorCapay TOMS iia) (DP,„}X ANCHOR CAP.,,, 27k as1ea4e 8.651.165. µm00 12gg {{ANCHOR CAP.,,,,,a. SMe�o trrase:e et9 2120 414 9sew -04510661 10291065 WSW `MULUtk.ICAP„.,,_)a An,0WrC3pPd*ms ° sn92irotmm�m tlrBsoUtl•can aim 9'teamImmm 414.6eotalm ASt I>�n A9gsCAor t � ScrerM 418E THIS FORMULA TO OBTAIN THE'ANCHOR atawce 1• 2-vr r Mir a41r r 1 2.412- r 2117 r31Nt' r 0.48• 964 0324• CAPACITY REQUNW CORRESPONDING TO AN 1.110 t;rP ISN' 654' z 1-414• 7-414• 7Wo 11W 1-Rr I-1W Or I,-W 440" +ems ACTUAL PRESSURE REQUIREMENT FOR THE zAW-m 4.79 SA 0.0.1 ar ppm 0013 au ewe W9 ®9 ms m4 7990-0074 RS MIX st7ms tog a OPENING.WHENIT�LOWEItTHANTHEMULLb01 4AWAOf9®I.45'LaL0A1S1Mm3M comm cip 4m mg "OVA 111-0 1410 NW 1101 swan WA m% Nat 1BA a m2W5 86509 -Tim-mm CAPACITY(FROMTHETA111.E)OFTHESELECTED 4Ale11•Q7 .o.Q1 a6AfO%G 1ft3) 78Dm5 two owma Wwo>a 1w6Ws 61,012 Owms Rat 7wms IS on moms MIS 022A 86508 liars MULLION.ITWILL YIELD AMINIMUM ANCHOR 4N2t0®®O9r13ot.oara42p,8do.100'AApa 4Y )UA WA NN tam NA NA tan 1794 SBA "A IDA MA M IVs SWO-8-1 CAPACITY WHICH MAY BE USED TO QUALIFY tnrcta/RIMp pi0 126110 14769 228655 44519 822me Was 140659 97 Is 610659 WOO $005 47305 t7,0m9 22140 210659 ADDITIONAL ANCHOR OPTIONS FROM THE T4tODUCTRBY7S18) aAnnpa 1.18'R41t 01-11 Im W5 Mo1m N/n tai NA Na% looms NA tM RIA tan Ndt 941 Oe IS39e Ow os ANCHOR CAPACITY TABLE B ODUCrt09tfi14A9Fktld9 1•� Aooep®09No FlGUttE 1 E 2: TABLE NOTES Doo f�A • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USiNG THE TABLES MIO SHEET 25 FOR INFORMATION ` ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ``7771 i I 1 t!71111 •• 2)60 N•••EL• • • • • •• • MERPOWTILE MULL LENGTHS AND/OR OPENING WIDTHS 13AUXNAM.E. ��`C��•......7dS••l�p'��i 3: o • •• • • • • • 41 y7 F''•. .� ANGLE •• S ARE NOT TO SLICE FOR EXACT DIMENSIONS.SEE 3 CLIP MUST.• • T W THE FIELD FOLLCNYING DIMENSIONAL RESTRICiIONS No.55705 _ • • • • BE usEo 8 21- SHOW SUGGESTED.APPROXIMATE HOLE LODATiONS. IN PAIRS' 4)SUBSTRATES:OONNCRETE SHALL CONFORM TO ACI 901 SPECFICARON3.HOLLOW AND 0170117 (CMU)SHALL CONFORM TO ASTM Com.NWCO SHALL t +� 0 �5 FIGURE 4: FIGURE 6 FIGURE& • •• P�� S TE O ��. •BE P6JE WITH AN S7i X0145.At 18dlp�JM SHALL BE • 0 : : t iT6 BE Off. STEELSTDSTOBEAM941MLIMGRADE33AND ' lQNA� LO-161 •• i 9ANCHORS MW DOCK(INTO A�Al LTO BEAT AND A38,AM BEYOND THE MATERIAL. /if t t 111 t 111, • •• • S10&$12MiCHOW INTO WOOD MAY SE STEEL I"S.S.OR 410 S.S. 7.28'X&W X 924' A.LYNN MILLER,P.E. • MU=N FL P.E34 68705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TABLE 12A MviWn Tobi$ !6� Op$nhlgyM[rail(Qo7 �epa27r1gIm13ot1�or HetgM m®aw) �`�� win wro Toro sora aro 18081 170ro 14Oro t9oro tine ltea7eagtl$t Tri Remmgm• > > it•NOlag i2aam69ror T+ >t 81 21(4x28 Iaafte 1au11g Lam" ►Dune t0a38 tool• tie L•aase Lfieft 10uns Loft L"ft 1011969 y,4 an- 111 1 1a I I I I I I I a1, 11 1 1 1 1 11 € 1 l 111 11 1 1 z m m �y 4211 9110 970 I 170.0 4M 170.0 741 1700 478 770.0 SM 170.0 = 170.0 997 170.0 810 170.0 ills 170.0 91 t70A 17.10 170:0 91{ t70A mi q vAino 170 170.0 821 170.0I/908 170.0 621 Q F 40ro 170.0 708 770.0 614 170.0 BSO ROA So$ 170.0 983 f70A 930 170.0 1108 IMO 691 170.0 1478 770.0 WT IOU 1417 1700 090 70 770.0 880 170.0 1993..InSoo 170.0 2207 170.0 m LLW1 a wla 1700 m 1800 0s 170.0 888 170.0 631 170.0 1019 au 04 170.0 Ila ROA 773 170.0 12.m inif 747 80.0 1491 txo ITS 170.0 Rog 170.9 70 au 2787 170.0 789 170.0 2381 170.0 786 .�dr •••�yyy � Biro 170.0 707 I'm Si170.0 078 170.0 891 170.0 1116 IXW 761 IT" 1276 170.0 BW ROA 1431 R0.0 9W 170.0 tN4 170A 09 770.0 1913 170.0 01 170.0 291 1740 Sol 170.0 7680 170.0 801 m � d JU TME SDI1 17x0 888 170.0 701 170.0 100 MA 787 170.0 I= 17.00 SIS 170.0 1417 170.0 914 ROA 1994 I= 988 ROA 17'71 71700 IOU 170.0 719 170.0 mM 170.0 200 1TDA 1083 160.& SIR 779.0 1083 � w 9301 Me 030 t7U 746 170.0 1119 170.0 860 MS ISK 770.0 90 170.0 140 t700 1016 170.0 1078 flu tame flu 1 0 119 170.0 7131 170.0 1168 180.7 2863 ROA 1171 100 969 170.0 ill Uro 1700 M t70A 70 /A.0 110 170A Sol 170.0 101 170.0 1009 170.0 1 170.0 1088 1700 170 WAS Im 170.0 t9/& 1780 1210 1700 980 770.0 1270 "Is 2647 ROA 799 134.0 m 1700 use c� 72111 170.0 1807 OW WS 170.0 12M TM 1089 MO 1488 1TOA 1t49 170.0 100 INA 120 170.0 7013 7740 1316 179.0 2126 1700 I= tW 7184 170.0 1406112U 2184 170.0 7629 102 4184 1700 1690 Z jT2a 170.0 11n 178.0 eD7 1108 1319 1700 1080 1700 1079 170.0 198 170.0 7794 170.0 5822 185.1 1990 1TDA 1601 149.0 1980 7700 7606 1438 1907 tats 190 108.1 '190 188.0 Ib96 97A 180 194.7 1511 z lob Imo 1181 ROA 907 1749 7991 170.0 ills 1700 1911 ROA INS 170.0 1912 1700 1889 182.7 1965 170.0 1474 137A 101 793.1 lam 114.0 1961 147.3 1478 02 =I me 1168 96.9 101 IVA 1494 ` J r d• 88111 ROA 799 ROA 1144 149.1 108 1700 1219 727.$ I= 138.0 110 111.8 SS98 721.9 IM 0.4 ISS 1102 1102 on tm tots III744 846 1122 WA 1989 R.7 1106 Su ISIS 70.9 ,080 � J sem 147A 779 INA IUs 123.0 129 147.8 1070 1083 129 1112 101 9. ,278 984 ISO 81.9 1279 8" I= 73.7 1220 02A ISO 61A I= 722 00 rA7 1129 $64 977 401 I= 07.1 8W SOsin loss 971 700.5 S/ 04 971 800 02 74A Wt T►2 849 88.4 SW Ws atr- 4. 614 071 SOA 81b 43.1 071 49A 70 970 at 44A 792 92.4 871 404 771 111111 RRA 919 072 02 70.5 010 81.9 618 901 Ste 70A 698 920 796 89.0 918 47.7 012 614 774 MIT 819 444 70 s61 818 402 70 284 919 373 7s7 1961 768 798 78.5 719 849 TO 8A8 705 0A 788 04 BM 472 m 401 9e& 412 TO V.7 786 404 860 3L5 m 34.0 $a 27.0 70 31.0 Of 23A 789 20.4 Off •4 144111 487 048 442 601 Sao BMW WA p8 912 6m 81.9 491 47.3 519 484 444 b1B 81.5 618 -9s 474 782 619 tOs 494 148 61s 572 40 18.7 698 16s 418 Q N Q TABLE 126 ANCHOR CAPACITY ADNT FORMULA: a z An0larCa s ANCHOR CAP.,•o„ a.72C9acrete 36com. "camemu FMCM P7 Mdd (DP)X� ,sANCHORCAP.,,, -3 Atldmt7lya SMO'Emoltd•toa UrecoU11mton 6MBtxo 9!18'917e17aaon vreroUatmaa srsa 17m'EaoF •081981 H2811eI OrdSroet MIALIONCAP.,,,,,,. An•11OrCUPPattem• ullaw A9 Wdw UMWM Sc1•S(fm)Sm m) ecwp4 IETHISFORMUATOOBTAWTHE ANCHM dae$t3bi8Ke190 r 2.111 1• 2-vr st9r r avr r z trr r ave' 0.w ase 0" CAPACITY REOUITED`00 6G TO AN Bm6eawe lar tar I-Sw tar r ave• t yr 1-w• I-vr t•w• S.IwVOW VOW was ACTUAL PRESSURE REQUIREMENT FOR THE 2AMION043TIS aa/mamaaorOWCIOft 2/ s09ma 09011 moa, asoma Isume 4 F" 4asas 60vs OitNti tMiEN1TISLOVVERTHAPiT1EM1aLIOTd 4AmIml 02WOlt 0.0.1SWA130 O6le17O9(N9.4 74DMS 70608 690 as Unes 147AMs WA SWft "A 600$ 1401 98DmsSUMS 0608 1520011CAPACITY(FROM TF{E TABLE} F7FE3ELEC7ED SAlmimf84111.7P18MO.C.r$ osw 009.4) Besa9 a$ ta<&ms nw nm 70633$ N61 79016$ IRA WAv tee tau$ 180 a$ MULLION.tTVMiLI.YOELDAMWUMUbIANCFOR4AKm$®9'1A.aa/ 215Ar& r 9 780 as Seo as I68Dms 199Bms neDm3 not 7991m 74803 mat Bums sasas 712DISCAPACITYtMHIC4 MAY BE USEDTOQUAtJFY BA1mim Q9'MWO.0.1t2f24APO / IVOMS 117011$ t0e0a2308$ 2914013 SIDa$ 1191 114028 1190913903 Po9as "VMS ISWRe ADDITIONALANCHOROPTIONSFROMTFE 3AIm0ms®1sr7M.0A./UaP,t180.Y28'Aam0.99 WA W% tiU WA 1101 n7A t0A Ntl1 WA t7o1 t0A WA IIA WA ANCHOR CAPACITY TABLE $AncO$1360s4•moA./ .893.129'AWa lAB e) IIA WA WA WA RA WA t9A Nb\ R.R Not WA N09 N/A WA 03 �vAb ftFbft. 2AMOaeM28B'01l O.C/f42q O) Bala/ 977 ae St6ba 7190s 79119 1101 280116 WA SiBMs NA 44DWS IOA 3110* 442 Re 8009 3AwJmR I.Irs4A.0.C1F 118x3 I 826U$ 87803 978 me tNA 1101 9083 NlAI M9m6 Ra WA WA 511MS Sm ms 80109 j4p 0 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C>CMED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. l� FIGUREis FIGURE2: FXIURE3: FIGURE4 �••_/ 2.0W �trol • • • • • • • TABLE NOTES: `SiS811111/// • • GENERAL SEE S �rMLA 91�T AND SHEET 26 FOR INFORMATION ON LOADING SEE SHi ETS 2.4 FOR `��ON.•.......'- UVTAL FIGURES: FIGURES: 2)LUJEAR LATWN •BiN EiyMlAitL�dCiiHSANA�ROPENMOWIDTH313ALLOWABLE �: • • • • sop • •••3)MUWON AND MULLION •• • • • •• - 4.00 No.58705 • • • • FIELD DIMENSIONAL IMENSIONAL RESTRICTIONS SHOWN SHEETS 21SHOWN ARE NOT TO SCALF-FOR EXACT 2 SFIGURES SHKM SER S Tg3l7GtiESTED.�APr�X�IMIADRU DRUM IN LOC 0 004, 000 000 000 0 FIGURE r FIGURES: FIGURES. FIGURE 10: ANGLE C P 4)SUBBiWE&ODNCRETE SH14.L COYFORM TO AC14018SPBDIFICATIONS.FOLLOW AND GROUT FILLED CONCRETE K=UNIT i .. • • (FIWBEUi&8) ( T O 103 bF BE i22E•�THR STEEELSTTUUDSTOOBBEEAM AM GRADE3'i�80 OF rx4*X2VMWMON SIONA�.��• •• 0118 PARS. � STEEL�A LLAST 1�S',�1ICLr�IeASS ALL ANCHORS INTO METAL SHALL EXTEND ATLEM3SCREW W PARS. THE MA 1310 1312 ANCltSR8 WTO WOOD MAY BE STEEL,1138 SS.OR 410 S.S. A FLP 001.911,P E • •• • L • R.P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 13A Mumon Capacuit Table {AftdOt((ar nAiR611s)0rOpen816H0yh1t'ror Mug-) S a0tn 01" to Sola 001" 1401" t10to 1141" too to Rachapular SWIllam RWanp/a Tag. R ling t Tag TMdW1•g t Tied. Tom. Reot•g�da Tw/ir�g. 7bapJptmg. 2x6x.26 Loaft beat Lesdt Laft uefta Lomim Leede• 1.625012 teaft Loft IoadnB Loa9ro usifto toaeg Loft 1.4254 L=ftAttiouTube � a 11 fill, fill, � � 1 11 M1" MO 84 050,0 425 170.0 744 040 483 MO 80 170.0 606 170.0 02 176.0 616 170.0 1118 170.0 621 170,0 I= 1,040 821 1=1 1486 183.0 bel nu Ins 170 0 125,0 180 125,0 831 M1" 1700 NB IM 624 1700 no 170.0 684 170.0 682 1250 860 1700 110 170.11 Mt 1700 12x1 170.8 W7 1700 1417 170.0 866 125.01700 170.0 886 MR 1068 170.0 680 170.0 2201 170.0 880 6oAmoto IMI W 1700 583 1700 888 170.0 ON 17110 IOM I 17U 884 UOA 1163 170.6 125 1700 1346 170.0 W 00.0 H941170.8 I lab t746 083 170.o M I= =2 1700 706 JITU 2351 1700 tY� N Mtn 1760 7W 170,0 812 170.0 256 INA on 170.0 1118 1740 761 ITU 1278 170.0 03 1746 1431 OU 637 I"A t�;183.0 08 050,0 1013 170.0 t.t MA 2251 110,0 Mt I= 254 170,0 881 m 801" 176.0 80 170.0 701 t70.0 toga 1m0 767 IMO I24 I7U w 00.0 1417 170.0 eM 125,0 ION 170.0 08 MA 1771 .1700 1031 176A 2W IM 7068 t= 2478 1740 1003 170,0 26,01 vu 1068 Min 170.0 1183 00.0 745 170.0 1118 170,0 80 t7M 1302 170.0 M0 170.0 1488 125.0 100 170,0 1013 170,0 1018 170,0 1883 06.0 119 MA 2191 170,0 1100 170,0 2106 IT" 1t" 125,0 2016 17&0 1171 � Mtn MO 04 170.0 706 170.0 1188 170.0 193 I70A 1364 /NA 1083 IT" 76x8 170.0 1088 00.0 1763 170,0 1183 170.0 1818 tm,0 1210 183.0 2386 170.0 12N 170.0 2W 170.0 I= =A 3417 170.0 WO 721" 176.0 0103 1mA ON INA 1276 I= 1006 170.0 110 125,0 1125 170.0 170D I?U 1225 Im.O te13 Inc tel6 183,0 2126 116.0 r9W 170.0 2830 125,0 iM6 183.0 2W6 IMO 110 1782 340 MO 1530 � m1" 1700 1122 INA 687 II00 130 1780 100 IMO t6m I= 1106 170,0 0M IN.O 13M 1740 2010 MA 14M 170,0 =3 170,0 1405 IMO 2582 M8 IM 170.0 $140 125.0 ION 183,0 2588 1760 1704 Z rota 176,0 1181 183.0 BW Inc 1381 170.0 1118 1740 telt MA 1298 170,0 1862 1259 190 1711,0 2N2 MA 1474 17"0 280'1 125,0 1684 17U 2783 1= Imo 1740 � I= 1777 MO 805 1250 1788 r d' 607" 1740 I= 170,0 NM HU 14% 00.0 190 1740 7883 050,0 $481 170A 2126 INA I= 170,0 2881 170.0 089 170,0 218 170.0 1818 170,0 3106 170.0 21118 If" 3413 170.0 X03 100 3413 170,0 2381 � Q a 863 INA 1417 1mA 1282 INA IM 1740 t/M Me I= 1740 1822 17"0 2201 170.0 1706 MD 2570 170,0 I= 170,0 MSS 1748 200 183.0 3186 006 2936 137.1 3108 1648 290 I= 3188 16&1 2406 � tMtn 170.0 101 00.0 1401 146,0 1813 170.0 4847 INC 2291 170.0 1010 710,0 =0 4740 2578 1618 0181 00.0 2271 146.8 9M 119 2335 12M 278! 140A 2181 106.0 2781 1249 Z04 02.7 281 1140 2180 III 1740 108 170,0 1461 00.0 tw 1250 1700 /250 Zo I= IGN 1700 2011 170.0 4116 141.8 1101,0 2106 130.6 217 148.4 7296 6190 2132 12&4 246 WA 2591 11141 21M 65.4 20M 4&9 2186 Q 12581 MO IM 040 IAB INA 2W 170.0 IOU INA 2ffi1 IOU, fMl 135.1 2702 141.4 IMI IE41 2252 19.2 1946 168.1 2262 rt5.1 116 00.1 2� 90.8 1012 772 2� 86.0 1896 WA 2240 06.4 160 � � X Q 14431 12LI 00 ISA UO 44.3 1684 108.1 1425 8&4 Del elA /401 742 1806 60.7 1380 668 1604 720 1373 620 1606 85.7 130 62.1 106{ B&0 1060 11.7 1406 48.2 1825 80.1 1606 414 1121 M TABLE 13B TObN ANCHOR CAPACITY ADJ WMBNT FORMULA'COR _ fi4"tate: Vk17aaaats & t0eaANCHORCAP e. HOW F74ed173U tit (Die)X(MULLION QW.,•,.,,,.1IIMIdiORCAP.,m � Nirma tta•os&*4�w too ttrssmw 11Meled malaw 0191eet Aneh.rCUpPaltem• Anv°0f 060° 0°•' tK•tSooSmmaa 9ne•18eot>mmoe NP&eelfitimon 10880601 Air tpaeaon A> 1 s•ea6i63soma(C� soroa8257 USE THIS FDRM1lI1:ro061•ABdTHE ANCIIOR aupe6ur M r 2•ttr r 2.14• 3.1,01• r 2-Ir r 24W r 3•Iff r 0.4r aM• asst CAPACITY RE�ED"CORRESPONDING TOAN EabodamiR 1447 1401• I-w 11w r I-1w t-1114• Vve 1•IM' VIM b1w r bare' 14M 16116 ACTUAL PRESSURE REQUIREMENT FOR THE 2AMhM QJ of ms as Mtme 442.6 60ft OPENING.WHENITISLOWERTHANTHE MAIM 4A"•gm 4Ark91.O.QJ88MMe w061e61* Mae 74ms 060114 OMas 3732401 aM1m 10m• "aft 140ms 74660 1414116 104256 02me -16-me 1HIOms CAPACITY(FROM THE TABLET OF THE SELECTED BAnda•e12 1.717 WL aat8tee4•d(Oit184.000M 47 1108• t100ms Imam 21316• f6A 67A B4f8e WA looms WA look tea 1036• I mme mas MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Aeeleie r0t36an.QQJi21?x6Aame Cgat(Fq.4 760% moms 60me �Ome 10862• sof Woe WA 70146 706 me 64256 1MOIM 0206 BMme 1000e CAPACITY WHICH MAY BE USED TO Y AAnot1 !'i E,4a.Pt014N2+eotecenat6tp.ek 1060401 meooxi trams 31Nroe Wmaro /080256 112ogo raA two me looms f73oft sm4roe 1303me f73oroe 22404 ADDITIONAL ANCHOR OPTIONS FROM THE 17 AwMn I9•�OA1020Ae81e Cal•/018.7k 100 ms 210oms /441441 9780258 M Na 132016 WA towns 620 MR WA '1110 me 208 ms 10211 ANCd10R CAPACITYTASLE. IffiYl � a Aoob=@t8a•f41".0.QIV49p.OMXWAIaa. 8x M WA WA wk WA MR WA NIA WA WA 8381 8381 WA NNa 1430 ms 8Aallos Oarasa.O.Ql"Q%b0o.t25•Aimn.lfa8.16: WA NW RIA WA WA PM iM WA NIA WA 104 WA NNa SNA 0661 ma t••-2.00183--i 2AeebM 4.66.6251.QOJPIMP¢1g.1 390256 390FA 4466 84ms t818ms 210256 280256 3Mm6 7416s 014256 635258 9400 M4me 4424• 0600• De06 4An t7t•t41n Q01 1113 630256 700256 1Dbes tp0me INA 1101 aNros WA 633256 114,0 YA WA cams was 1120 me . NOTE FOR THE OFFSET OUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NQ ES: f Date tbanoY"� FlOt)trE t: FK#IRE 1: FIGURE 9: F'x1UtE 4: fTt7URE B FKilt >k flOURE IR Fx3l2tE 11: 11 FO TRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON k11i t I t It 1110 • • • • • • • •. •• i IrC� &4FOR GENERAL 643TAIAATWAtMETHODS. �� •{ �i • • • •• • i• • Y)LBilE4 WiERP111 ATION BETWEEN MULL LENGTHS ANDOR OPENING WIDTHS 15 ALLOWABLE • • • •• •• . . • • • S R : • • • • • •• i• • • 3)�IIALAN lE�ID4AELLiON CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS � A:' �•g970G 21.21.HOLES TO BE DRUM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURES: FlOVfM 8 Fx3liRE 7 SHEETS 21-29.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. AHM wAll• • IMPAW. vp ••. W7TH TE 8FIALL CONFIMMI ro At2 901 SPEgFlCATON3 tOLLOVV AND GROUT•F4AED A $�4 ( • SIMALLC06ffoRMTOASTM4�.waODSHALt BEPRESSURE-TREATED �i ,t�'•.�ryOg1VP• • 6.7) . •••WRHJWS ONA �• • omm"l i • AMIMMUMGRADE39AND.048T69C1((18GAUG4 STRUC7UEiALSTEELTO � `9'11.• ND A31L rXwX28• A LYIJN tUIuR,\.P.E.TERAL4110&4212ANt2MOR316T70WOODMAYBE$TEFL 1&S8S OR 41035. MopLTJ FLPEI 687116 TABLE 14A Mtd/olt Ce TebM Opmfto Wldfh forvel/ce8yap6tWggtmA-orOp-Ing Hetg p r no") � C Wm Wm TOM Goin 9010 mom rmm 1401D us tz T88061M Reece Tt*r W R TeerlMM Rem Tnsp+f6M Ram B�rrmre a T•Pn>me. RIGUro Tt4678Iee8 a 118'x2.11" tmare LnaSYig tae•ne toft LeneBe Loe•ne L. Loft L-ft Lee64g La4deg Loft L"ft Lwft Loafg umft La" Looft Rx X.1jur Alum Tube Mall co 4210 144.21 00 1W.0 442 1202 828 MO 419 1010 628 1383 414 Gat 628 1358 411 Gat BQB 180.1 411 721 626 !134.1 411 W.t W0 1941 414 Bt S 139.1 411 4&1 696 184.1 411 1LU 4810 S&0 409 UU 393 Gab 403 857 326 BBA 408 96.4 = 80.4 400 81.4 $17 63.7 403 78.1 318 4&3 403 7&8 314 4a9 40 78.8 910 348 403 TBA 314 30.2 403 78A 914 � I!!!! WA014 RL3 382 S1A 301 616 322 793 200 G&6 362 T1A 2W 616 382 W3 288 46.7 362 80.8 239 413 = '818 203 943 = 03A 283 28.4 082 636 293 28.7 3W 83.8 6910 WA 910 74.1 2W 98.6 S18 692 281 40A 310 W.7 280 424 310 615 2W 37.7 918 60.8 280 319 3t6 406 2N 213 918 4&1 248 252 318 431 248 2t.2 918 4&t 20 h W m 4&6 268 $&1 210 4t2 238 4&7 214 313 268 4a7 210 30.0 20 373 2W 27.6 2W 30.8 200 24.7 20 .314 2CKi 2a6 268 822 �t 177 268 322 201 1&6 � 322 200 Wm 42.T 236 4&0 200 WA 234 3&1 196 3a6 239 34.7 162 28.7 234 31A 180 237 230 2&4 1W 21.4 7.90 28A 184 17.8 290 2&8 1W 183 210 2&8 1W 114 214 286 183 W10 W3 219 3&4 169 31.0 213 937 179 2&6 213 2M 170 232 20 2TA 173 2A 213 2&1 170 SO 213 227 '108 MA 218 22.2 1W 19A 219 220 1W 11.8 218 220 Tem 216 t79 90.1 16a 2110 178 428 162 424 179 226 148 tt9 179 20.3 147 16A 17• 1&7 146 7610 248 181 12.4 140 20.9 181 21.8 137 17.4 181 1&0 186 162 W 17.0 133 � � Z TBm 22A 162 m 183 18A '102 I" 191 %I im 17.5t28 N a- TLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA. X 3 Bte4Bala 276 C4 96ccac. Tt1b>s t•9e2 T•ea12a1 iN000 Ltetd (DP-)x�/WCHORCAP.",„„,,,�QANCHORCAP.- ~ a AnctwV e: 9M8'exoB6•Lm WEIwWm.m 6�'"O s,8•Etroutacm tl4•Bk unu m vasa Exb bfle't7te 1!6'88 Eko •roete• 46201e8 Bt20mm MULLION CAP.,,BTA - x AnehorC/PPe86me 1Atam AOpm�r u6•cm AQ9t�a1 ecma Wtw 88e1e(fid) ll4ETHIS FORMULA TOOBTAMTHE ANCHOR X EottmweO0 r 24N r I 9.trr &63• r &trr r 2•tr2° I r etre• r aw ow BATA' CAPACITYRECUIREM NDINOTOAN � tm9,m6.6 lara' lare taro• taro• r mw I 1-w 1-w t-ur 1-tw 1-1w r tin• tare •nes ACTUAL PRESSURE REQUUMMENT FOR THE At1t1•• 8'M10o.0., 2fa , 7�me 7W ma M-10 I Imm tleatoa m BWtef 62A 7soma 7100 OPENING,WHEN IT IS LOWER THAN THE MULLION r' CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE TAB.E NOTES: 1)SEE MEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I'12�'• p1w.7e. neFNM�FIQURE1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDAIR OPENING V�THS 15ALLOWABLE p3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR SCACT DUM10L�.SEE SEETS 2123.• • • • HOLES TO BE DRUM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118'FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. ` 171 f t I rr ANGLE CLIP MUST BE USED IN PAW. t--••6� • • • • • 12r 4) �CCifE•4iitrLL L;ONWR[1N TfaAl�3018PECFICATIONB.HOLLOW AND GROUT FIlEO ``��,�O .... CONCR[TE BLOC(WNT(0414 MAL•OONFORMWO ASTM C 80.WOOD SHALL BE PREs TREATED .......C . �i YELLOW$V�SO�UT�FIjELIb�lPTINE�WPrHANSStOP)�M�AQ6E.lLLLIM�/9UMBWLIES)63-TBAND BEAMQdIMUM OF.12VTHICIL T ` �; ENS•�` LEAST. TFOCC'Alm/1 .ALLANt2tOF�INTOETALSHALIEXT(ENDATLEAST3MTHREADgBEYOND 1(WTEORALFINMULU� No.58705 THE MATERIAL.818 8:512 ANCHORS INTO WOOD MAY BE STEEL.I"S.S.OR410 ! • • • S W` • • • • • 00 0 00 '01VAL • •• • • •• • • • • t,t00tt, •• • • • • • A.LYNN MII•LER,P.E. FL P.E.B 88708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 16A ACUMOR ORpaw Two OpelftYIIdUt(leT�(n�ot(s)WOp61W1BNe�ML �a9111fO07B) w14 60m 1414 6014 Bob /6014 tmm 14014 /6014 6 Redmoft TleNe1•S. lYg• 4 T IZ ltea Trap181•g. Tom• Ta+plMmA G D31r 30 Loaft EO.AL LWARS Lwft Los" twift Loft Loaft Lma69 LWAN 1wArs lAaft 1oubg Low Loft1 �Y BAYMULL III, fill, 1 11 1 h 11 1 11111 1 a 1 it I I _ 11 a _ _ 1 11 1 m 421m =01 620 17Ui 436 170.0 744 170.0 476 170.0 688 170.0 4W 110A iMla 170.0 616 1702 11,6 1702 621 1702 12W 170.0 621 1702 NO 1702 621 170.0 1796 ,14.0 621 146.1 1710 Im 821 3 4614 1702 TW IRW 604 1702 Of 1702 m 1702 670 1702 = 170.0 ttm 170.0 661 1mA t270 170.0 697 1746 1,617 1740 Bw 1622 I= 170.0 860 19DA !fit 1702 660 1118 16?2 1IOA e60 g to Im 1702 70 110.0 6W 1740 80 ily"I 681 Ima im 1740 W4 1170.0 1186 I 1740 M IMA 1916 1740 747 fM2 1446 1702 TW 1962 14G 1702 766 117.8 140 /702 768 147.8 140117U 760 d Mm 1702 TBT ImA 812 114.0 00 1740 681 1142 1116 im 704 1702 1276 ino = 1602 1569 170.0 837 1448 263 170.0 6W 126.9 103 1142 86, 100.1 Ism 1702 801 90R 1961 1740 681 ~ 6014 tmo 886 1740 mt 1702 1083 1740 w 187.0 1918 170.0 s70 11al 1218 1740 914 1299 1318 is" 888 118.8 IM 1821 M W.4 = ,16t = W3 ,316 118.1 M 79.1 1116 1461 816 03% 1740 960 1702 746 1740 1118 1740 W 1602 1160 1862 963 1131A 1160 160.0 814 118.8 1160 1412 6W Ml 1,60 l$U BW 878 110 IM Off 161 1160 128.2 Bm 00 ,160 1282 M --- Wm 1702 974 1702 788 1624 1078 162 881 160.8 100 HBA 084 1148 ,088 136, = 1012 100 129.4 639 91.4 1008 ,18.6 = 762 tMB 1064 821 863 1018 108.2 BM 61.1 100 1062 10 7214 ,148 Bw 1472 764 1w 660 1282 748 1048 BM 1103 734 BBA = 1002 722 M21 860 920 7M 744 m W2 7W 5"1 M 70.2 $0.60.31$60 782 = MA 90 M41 60 � Ll Z 1414 1147 160 1121 WO 89.6 780 tWA WB 86.17 760 W9 498 142 868 03 66.6 780 182 ep a9s 780 711 Of 448 780 W.1 820 41.8 160 821 818 37.4 160 912 ett 7060 1146 760 Ita3 60.7 99.8 760 861 60 761 M 662 632 %2 760 77.1 SM 826 760 748 40 664 760 867 606 462 760 I A 694 68.8 760 662 W6 34.8 760 WA 688 } Q a 6014 71.1 607 742 NO 80.1 603 82.9 191 613 6W 64A 43 601 683 489 478 407 8W 44A 4W 341 8W 448 192 600 6W 982 481 268 QW 338 40 216 W8 81.8 442 ��U7�JJg 014 60A 40 01.1 019 483 Of 613 436 424 40 442 427 W1 406 US 42t SSA 40 361 416 287 000 962 409 11.6 40 28.1 4W 2I.2 40 282 884 189 40 282 960 N V $O O 10814 412 991 4L$ 9W 34A 601 382 30 US Wt 91.1 30 28.1 881 27A 337 292 391 109 333 209 991 272 S28 ITA 391 M1 321 142 301 17.0 816 e1 8 titin 364 3 382 36 322 Sm AD $90 173 914 268 30 242 = 263 Sm 212 370 222 $ie 10.2 = 609 312 162 Sm 1L1 W ral14 344 Sit 60A 2W 28.3 317 260 04 21J 317 226 280 180 317 199 110 168 S17 ttA 279 ^ 1Mm 172 210 t7.e S3 TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA. AtiabaCa Table e s.7tommrete Stltn6RL8'tiEeamao Fee0l8W P7 118141 {MAC ..p:) -ANCHORCAR_ ARoa9n88ou& otb9moom0 9M8600lAQmtamemA86Em0 aw o tw88t7o 61omm 62814omsw Anm4dw ROmaAioeow/osam8rerc(o6ISE8FORMUATOOBTAfNTHE'A6K20R AnebMCipPeHeln 94980.11480 r ata r 2-tlr 34V avr r 2.40.' r 3•tl6• r Ur o.324' CAPACITY REQUBtED'CORRESPONDWOTOAN 94Nbeftmt taw• 1 14M tarn ,-w r 1.114• t-1M 11-Or t yr f yr Mw r ,are• tare• woes ACTUAL PRESSURE REQUIREMENT FOR THE 4;4.2940.4/ ageat9a/69ptk 9600.0 M ft 45090 =ftFS 2mrof 2Wro0 me 74006 $74 W ME- are M2ros swft OPENING,WHEN IT 18 LOWER THAN THE MUUJON 4Mm 033'Ma aO.rp)a�6AapfeCapa/p70.2k 76048 7609q 760ms MW-am 024146 6Ma• 680 roc A 1414148 7409• Mins tW24 862146 8011• 1@0108 CAPACRY(FROM THE TA POFTHESELECTED $ADAM ear M6.o.4! ala ! i1602w tls3ms MB•s 2M M 2284M WA moo 746. tW9ms 764 f=ft I WA 1Wms twft 1W0146 MULLION.ITWUYB3AAMINIMUMANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE UL7 ggygyp FIGURE 1: ANCHOR CAPACITY TABLE. TABLE NATES OG G. nr� 7Ft • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL.INSTALLATION METS FlGURE 2 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOVOR OPENING WIDTHS IS ALLOWABLE. •• ••• • • • • • •• MULLION AND MULUO jr TO C Rb(=OWNSIONS,SEE SHEETS 21-23. .1� • • • s HOLES TO BE DRLLLED FtEL 0 8 RhpWnM SHOWN ON SHEETS 21-M �. �a� ''y10ENy '•.�F FIGURES STOW 841<w31c5APP TE ,T • P: F •.9 •• ••• •• • • • •• 3260' No.58705 4)SUBSTRATES:CONCRETE SHALL TO ACI 301 SPECIPM11O IS.N L.OW AND GROUT-FILIM FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-ft WOOD SHALL BE PR TRFATED • • • • YELLOW SOUTHERN PINE WITH ANGOOF 0.86.ALUMINUM SHALL BE808345AND BEAMWI UM OF.12FMIS TY THICK STEM STUDS BE A4fi T�11 (18 4 STRUCTURAL STEEL TO BE AT �.�y �'• :'(!jLEAST.125'THICItA 7�� $HALL A54EAST3SCREWTHREADSBEYOND tdLOLWN ; � S7k/� • • THE MATERIAL#10 601*ANCWM INTO VWOD MALE BE STEEL,i"SdL Oft 410 S.S. ,�` �oR40p.•'Ns. ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PARIS. •i i• • i • i• • i • i i ; A.LfIW1iA�i�R,P.E. FL PEA 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 16A01109119 � M111@071 tib Tebte Ylfldim tbwr MILER )4M N h M®r MOM) d Mb 6010 M10 Mb M10 14mb 120b tab 18010 Red•gds DeprNet•. Tmgrdog. Rulwaft 7teTl0••. pidw6ft7tap'01a�. Tte7/16•g. 1 meataODder Tt�t711a0. 1'tep7f0mg. T a 325"45 Los" Loa" Loaft LWAM9 t0aft L=ft Laadaa LWFIV DINLAL 11 BAYWLL 11 fill, 111 1 a I I I I 1 11-1 11111111 1 1 is 1 11 1 ,at* 1700 610 1704 496 1704 744 1701 08 IMO 886 1700 606 170.0 M2 1700 619 1780 1116 I= M 170.0 1210 1704 621 1=1 UN VU 527 170.0 1796 170.0 621 00.8 1871 I ii"I Nt 4810 Ina 708 1700 521 1700-as 770.0 684 170.0 m 1700 890 INA 1133 1704 881 170.0@% 170.0 817 170.0 1417 '1704 880 W tW7 1704 8B0 14U 1887 1704 = 12" 1837 1704 860 911.8ffi10 1700 1 747 1740 669 1704 896 170.0 891 1704 WVI 1TOA ON 1704 1%5 1700 713 1704 00 IMA 747 R0.0 14% '170.0 768 1471 16M 170.0 7M 12LI 1662 170.0 740 1104 ME 1704 760 W d Not /MA 787 1704 812 7700 9M IMO Mt 1704 1118 1704 764 1704 11M 1704 aN 1700 104 170.0 8S UL2 14M MID M8 MS NO OU W 1104 14M 170.0 861 WA UN 1700 801 m ~ 6010 1704 = 1704 Mt 1704 tOM 1700 787 1704 120 me 878 157.1 1309 1700 N4 1307 1309 170.0 996 126.7 tW9 183.6 094 1048 13M 1671 882 898 1909 101.1 081 76.8 1808 IWA m � 6310 1704 MO 170.0 745 1700 1718 1700 ON 181.0 SO 004 940 104 1217 101.6 M 126.7 1847 1M3 AM 1140 IM 10.9 901 716.0 124 W2 838 814 1247 1MB 90 WA 0017 ML7 8M � M10 1704 074 1704 M 170-0 IM 170.0 900 104 1140 769,7 aM 1204 1180 147A 945 tMA 1100 IU 028 1034 060 IK4 914 0.6 1190 118.6 8M 742 1180 118.1 899 81.9 1100 118.1 803 Z to Ufa %IA 1910 NMA 877 138.7 1010 100 8M 1184 1010 IV.2 842 1014 M10 114.7 828 89.6 1010 106.8 M? BDA 1010 084 807 67.3 1010 908 M6 67J 1010 87.8 790 S6 1010 977 7M j Y8b 1974 M5 Hn 792 114.6 1108 1224 776 901 908 1071 781 808 M0 902 70 762 9M au 7M 807 806 sa3 729 67.3 006 747 718 Q.t 808 ILII 716 {2.9 908 704 7M 22{1 a- a Mb 1271 801 1526 764 1079 661 If" 739 008 m 68.8 M 704 861 M3 713 me 661 81.0 709 834 M 76.4 M4 M.0 881 88.1 861 454 861 666 8HI 99.7 011 01.7' on Q 8010 82.7 818 80i 014 864 618 721 6N 89.1 00 NA M4 61.7 m 80.1 60 484 SO M.9 M7 HA 806 4A 6.90 946 018 HA 618 294 M 882 611 26.9 Om 38.8 M7 96te M2 MB 701 508 SW 688 M.1 40 407 6M 614 401 426 50 464 401 374 6M 414 478 341 5M 80.1 476 284 6M 33.4 as 242 6M 946 40 212 MB 28.7 447 N 1,I 474 or 484 4M 394 40 412 39 342 40 307 393 M9 40 WJ 910 284 40 20.8 801 249 40 20.1 877 200 40 T2] 171 449 10.4 861 164 40 M9 11110 44.1 425 a.0 386 308 374 970 413 4M 01.8 379 274 428 28.1 M7 248 4a 202 301 221 426 214 18.7 426 20.7 108 184 80 g t2010 344 3H 963 331 28.1 sN 2aa 328 MA 301 246 821 21.8 301 224 Sri 18.4 301 203 319 173 aN t@7 310 Q j LI 14410 202 263 204 233 18.71 2M 177 d .c TABLE 1!)B ANCHOR CAPACITY ADDU TMENT FORMULA' Sub$Wftl 2.7acam'me 3W." . Table momwemu FiledtXdO PT Smmi (OP"°)X`MULI�NCAP ANCHORCAP.- Inirmo t74•a9 ww m• tl4"89810o Gro Bled OSIIBted 61200 An6horC5pPetema And•' �EI.Q." trrtmeM- 18toa0 3'18'EBeUNmon IWEW*Uft n A9 Mmm AgraGatv 8mw(ftB"(W 80te•pm USE TMFORMULATOOBTAIN TI-M•ANCHOR ripe gemeoe r 2-w r r 2-trr 3478• r I 2-ur r 2-Ur r 996 r OAV e3C 0" CAPACgY B RED' 4DING TO AN Emm•u•0 law tsar taw• mw 1-114 I-VV I. 7.114' 1174• It-174• r tare• tam rein ACTtlA1 PRESSURE REQUIREMENT FORTHE 2AnG1•e®r o. lTljmt6Ao Com,! tk S90me me b •a 280tas ma lame 374•De 790 9mm, Sat 44218, OPENM WHEN R L9 LOWER THAN THE MULLION 4Ano6•, ss wnoe.lt82•a08teern! lame 7Mma 78018, Iwoft 2=18, NOm, 580186 wA t1II0ma 718 ma MOme Ia018 Game 888ms t1mms CAPACITY(FROM7HETABLE)OFTILESELECTED 6Aamate4027A'Mno.0.lO02t6 ! trams it20R* mrn 12mas 204189 wA Smmf 019\ tOMmo wA 19zoms MA SDQt1O• 132Tme 1980me MULLMXTrWILLYIELDAMWIA MANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDMONALANCHOR OPTIONS FROM THE ANCHOR CAPACITYTASLE wacoft 1 FIGURE 1: w TABLE NOTES 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL WSTAt LATWN METHODS. 2)LINEAR INTER! I IOL L§NGTW XgO%0PDW WHS IS ALLOWABLE. FIGURE2 Iva -f,, 3)MULLION AND"CLIPS •A 1�F�jE%ACT DIMENSIONS,SEE SHEETS 01-23 • • • • HOLES TO BE DRILLED IN THE FIEW#Mbd N QV NS"*REBi W SHOWN ON SHEETS 21.23. Aw ---48° FIGURES SHOW SUGGESTEfR APPROMATEIIHOWE UPICAIIONB. • ` lie 000 •• • • • •• ;' N0.55705 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI SM 9PECWATMW HOLLOW ANO GROUT FILLED 3.W n FIGURE 3: CONCRETE BLOCK UNIT(CMU)SWILL CONFORM TO ASTM C.90.WOW SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF CA&ALUMINUM SHALL BE�33 T5 AND BEA Mi IMUM OF.12G -0.- w-` THICK.STEEL STUDS'00 BEA NWMIM GRAN 36 N6.045'TifM(18 MU04 STRUCT(AW STEM TO BE AT W SAY 0' STATE LEAST.125'THICK/AD ABB.AIL ANCHORS IRO M7R'AL 94ALL E)61ENEAINLEAST 3 SCREW THREADS BEYOND MULLION � %.C\ ` • • tofov THE MATERW.S10�i tAbOD BE •1tY8 4108.8. 'i tcS+ �yG'.� 401727E CLIP(FIWRE813)MUST BE USED I4 PAIS ••• :• ••• :• •o• ••• � S��NALr`�� A NY MILI K P.E. FL P.EJ 587M ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r ' r -� 1.Ot�' �-• -� 1.000` �'- d�� -•� ,.aob' f-- y 1.0�' t-- a-. .126' Aw 2.760' 27b0" ,128' x926.128' 126' .126x000' 2.o6a 2.118'.128' 126 ZL �{ -� L r 1 i rX2•X.+�MWLLWN rX2•X378'M%1LlWN PX2.76'XIMMN8UON 1'XLmX.88 mUMON 1"X&126X.B'1AAAWN 12FX&188'X.2WMULLWH 1S6'X2.+1'X.1ZVMUUXN Q 0: 8063•TBAUX 8083•TOAUX 8083•T8AUX 8087•TBALUML 6083•TSALUML SM78ALUM. 8063•T6ALUM. 10- X-SECTION X•SECTION X�CTWN X-SECTION XSEOM X-SECTION X-Senora z }►�t+-.128' {►�r.126• --"•I f-.,2' W I` I TABLE A a STANDARD CLIP I $0634�E� Dboandon Value pn) For&WIon: g X-9EC1,ON X43ECTWN 2,000" A 1.826 128• I X UJ Alvadourn I 12' B 2.054 1'XY X.126 " 7 L C 0.m Too Mom Q S D 0.740 ] c E I _ 0 126' 1748.4-- 8 24D4 1•XAIunUnum .376 &12Ir _� ,SEE MIN.ETO &000' .3T6 M89 F+ D 0.490 Tldfe MuglaI MIN, DETAILF SHEET4 FCENMOF MON. A 1.8 5 g r-------� r-------� --------------------- B 5.004 1'X278"X �4 L-------J 8083J8ALUM. `- ----..--------------.-.' MANOLECLIP C 0.767 .376AI TOPvm --------- 0063T D 1.118 Tube Mullion STANDARD CLIP CENTER OFANCHOR MEwxrL WnHIN THOPvmE E .4%WL 00WISALU& DASFEOSOUNDARY.SEE 0HEET86.17FORTHE A 1.312 A-RWIN NTER Or ANCHOR HOLE Me1ST LIS TOPvm R ANCHOR O.C.DISTANCE.MAMM ANCHOR 9`X2.76 X THE CASHED BOUNDARY.6EE HOLEMn181'Lm HOLEDIAMECEtAHCHORDIAMET191+1M'. D x006 SHEETS 6.17 FOR THE ANCHOR O.C. WITWNTHEDASHED C 0.476 Al0mhm DSfAi�.MA)MM ANCHOR HOLE BOUNDARY.SEE DIAMETE:ANCHOROWMETER+WB'. BHEETS647FORTHE D 0.838 Tube MUIIkM ANCHORO.C. TABLE CTRBYL'i8D DWT�E.MAX&UM POT Part# A 2.000 1"X&926 X ANCHORHOLE Nun Dlmeael•n(ehmill) 8 2W Oc�o 6.800' •6m DIAM STEM ANCHOR Mulnon Std.Clip Offset Cl 1p "Hp Angle Cnp .690'Alurn Np .376• DIAIBETER+VIB'. D 1.137 Tube Mug MIN. 1"XYX.128'(8) SM13M 6861118M 868243M 886611M 0 0.802 i---- ------_.r-----------i T'XY X.376(0) 886008 OM14M SWIIISM 886244M 68S512M A 2.826 I I X 76 .376(7} 88807 �118M OW120M 88824SM 888613M B 3.282 �3� •• •• • 4" 7 X660•(8)• •88808 80116M SM121M 688246M 868814M D 9.782 TWNMull .�\��ON`{LYNN I i--- ---i D ••• • X 1 (Or A8837M 8881118M 8�I194M 888242M 88861M+A 128'X2 91" `• �� ...........'•.Q �: I i •• •• 1.26'• A8PX.2W(1@) •88841M 8881117M SM113M 888241M 888898M A 1.813 .129`AGBn ; --_-__, = No.56705 1.26 X2.11"X.128°(18) 89570 NSA MBA 14A 686517M Tube MUD _ 000 000 *00 000 0 OFFSET CLIP 1 70PVlE1N 1)HOL�T9 BE laclucu W Tl;E F fBTROTONIB OIVF.N ON THIS BHEET. :�'•., 3T TE Of .740' •• • • • • • • • • i�FS ...........ORION•'G 2)SES•�HAETS 6"FOR BMf R81 Et♦J 7tM6�PE HQ.E BOCATIONS&ANCHOR O.C.DISTANCE. S'/� C I\• A.I.MNNfW P.E. 3)SEE SHEETS 2.4 FOR GENERAL DWALLATON METHODS. FL P.E.&SM ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .y tow towAV Amwr ass Aw -•i 1 -.128• #a ri2 I t6 � I t 6 aa � •1�'srANDARDCLa� >a 4.W 4.000• 2828• 2�• 6003•T6ALUM. I 2.1 2� MWANOLECLIP 4 •1�. X-9 DTION U4LIIPP 8063•T8ALIIM. .128• 1 x-78A40N { X.SECTION .1�' � m 12b" IL T) .128• CENTEROFANCHOR HOLE MUST 1.1E WITHINTHE SEE SHEETS&M FOR THE zTM xv SAH HOR .DDW a N I 7 HOLE DIAMETER ANCHOR DIAMETER+1116•. m d PxrX.128' rxrxM" rxrx2m $,bpp• m MULLION MULLION T•M7A.L�Id Wr TO & zw O co 8N.4•T6ALUM. 0003-TOMAM 8�10ALUM. �. 3.t28' _CMIEF•011p.aEE '�� Owr' MIN. � y X-SECTION X-SECTION X•SECTION MIN. OETALF.SHEET4 .� 1 I .378' CENTEROF r--------- -----------� .378' Z -- -------i MIN ANCHOR HOLE t.28w tw r 1 I 1 1 I MUSTI.EWITHIN I I I I I I 1 I T1EDASHED I I I I F BOUNDARY SEE 3.84' 2.878' THEANCHORO.R MAXI NME 3 3yg0. i i I i i ANCHOR HOLE t I I t I I 1 DIAMETER: j I 10w 10w 100' -----1 I '------- I ANOH TER+tt18' L----------- J DIAMEa CUP .10w i STANWB�d� uOLw 800874. �ALUM. fY 1 _t• 6089•TSALUM. 0005•76ALUM. T C ENTER THE DASHEDNCHOR BOUNDARY.LE MUST LE TOPVEW TOpyEW -•1.82w F-T �i.8�"I� -ri.8�'1�- TFEDASt85680UNOd1RY8EE 12rx3.28•x.10w 1.26xa2rX.82r 12rxawXA2r SHEMS-MFORTHEANCHORO.C. TABLE TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXWANCHOR HOLE IXI061991t1AYapre NI FtmIlaw: ombnndmYA&e )FWMWUM 8W5-T5ALUM. 80$-TSAAM. $WnALUM. DIAMETER ANCHOR Dta#IETER+VW. F 12V x X-SECTION XSECTION X•SECTION 1.000 .1V G 0.800 X.B�• a4W 5.5OV H 2890 Aluminon H .435 Akm* m --'--�yy ! 3OOD 1 &280 TWIe MIM04 2881• 1 1.8 /�I 1� MMI 3TB F t000 r w F 20� 1�'Xa84• J:�1�71- 1 7 O F 1.128 X024' ------- --T AMmilwn H 1.800 A&IMM �j(8• ^w� t I1 t { TiOe S T I a IIPoe Mm9on No i. 1 i i F 1�':r F 813 30' I I I I t I O 0760 X•f00 F 2878 MW 12b I .128• 48° 22V i i I i I H a=0 Title MIMN a pltd 3w I � i I H It trilttttt 3.2tio• • .I•• • • I •• I ED 30•BAYM7A.UON 8085•TBAUAN. ate' • �.-i...�•••--s I •- -----� manDIMMbn FMPeAO ��p1�'l•....LYNN,k!/4 6083.780 Id. I X-SECTION • •• • • • I • • { � MWIIoA Std.CUP OHeet U-MP AASle CUP �tCEN$F'••.off�i� XSECTION 1 ••• ••• •• ••OTpIiP 1•Xr X.12B(10) 88364 886111M 888112214 8641M 88667699 •• ••:*',, 12ti 8083 TBALUML 1•Xr X.878•(11) 88610 SMI12M 8681123M 8882421) 888617Nd Na 55705 ; . "�4�.oar-I '��"'-•�•"� Ate` rxrxxrlr(11) 68Ws 8861t2M x661 1 888202M SM18Mi - in Kam 740• 1 m Xa28'X.100'(13) 21760 SM127M 88611209 6M10M 600118M -OX�• ••• •• • • •• •• 1.26'X3.23'XAW(14) 7)161 6e61128M $oil= 08!&411M SWOHNB 'o. 11)HOLES TO BE DRILLED IN THE FIELD FOLLOWING D ONAL RESTRICTIONSG�6ENIbNTVSHEET. S • • • • • 1.�'Xa84'X.�4'(18) 20782 888111TH 8981128Ai 8982diM 888817M � '� ••.F(ORIOP: 2 SEE SHEETS 6.20 FOR SUGGESTED.APPROXBMTEHOLE LOCATIONS. •• • • • • • • • • 9DD8� WA WA WA 116M �i�tS�s "• • •• • • •• • • • • •• • • • • • 480eiPeeM I BOW L WA I WA WA N88111M 3)SEE SHEETS 2.4 FOR GENERAL BISTALLATION METHODS A.LYSIIINI(L FL P."88705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLES Mull Dlmelmlon POT PBrttY W-t0) Manion Std.Clip U•Clip Angie alp i -1�`'1� U40V--4T"I I' 1� -H 1--.,2G ce 2"Xr X.28(18) 88802 BB8281M 800VIM 898B112M LECLIP q2"XB°X.2r(17) 88844 BB8282M 888272M 8888113M ALU -78ALL . eaetTALUM. 1YQ24 X.4ECTON 2.128• XSECTION 2A DW X.SECTION d1)HOLES TO BE DRILLED IN THE FIED FOU.OWING ,� 128 128DIMENSIONAL RESTRICTIONS OMEN ON THIS SHEET. N QD 2)SEE SHEETS 8.28 FOR SUGGESTED,APPROXIMATE 1�1 HOLE LOCATIONS. 1.458` 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. —8- -.{ y TO 2000' 378 S �AILF. xr 000' M378Bd m Z O r lygN• O MW. ZyZ r-------- ------ ------- -- - ------------- W I I I r-------- T y # SSS Zv � a.48�rxrx.�- f _��_...-- --- - —�•• x438• E + 3.438' � }_--___-.—---—; c�3 ,aC � ?S MULLION i I 3438" 6033-76 ALUM* I MOTION i I � 1 i I .378 ` -------� -- - L------------------ I. . MK 4 4 L ---_-- -••---- L- SfANDAROCLIP U•CLIP.SMi•TBALUK MISANOLECLIP •4 QENTEROFAICNORHOLEMUSTLIE X83-TSALUM. ,r CENTER'ANCHOR HOLE MUSTUE eMTSALUM. WITHB{THEDA>3HED DARY.SEE TOPNEW TOPYIEN WnHB wDASHEDSOUNDARY.SEE TOPVIEW _ SHEETS 620 FOR THEANCHOtOC. SHEETBS-20FORTHEANCHORO.C. DISTANCE.MAXIMUMA CHORHOLE CENTEROF ANCHORHOLE MUST LIE DISTANCE.MAXIMIDA ANCHORHOLE •7 DU�IETEIZ:ANCHOR Off+1H8'. THE DASHED BOUNDARY.SEE DIAMETER.ANCHOR DIAMETER+A18'. S40 FORTHEAiR O.C. Bww DIST• MAXIMUM ANCHOR HOLE CUTHERETO OW1IE'"nANcHORIXMNErm+1118'. 8.004' .378' 3.800' �I t�ATEF-OLP, .378 .105. ft r_SEEDETALLF• .378 SHEE74 MIN. 878 I I I I I I I I • N1nozam i0dQ0 I I I I I i j { 1 I I I I I + I 8.000' F -�- —r-- -—�- 4.888' � r &438, rp +—...�-—-—-1 1 •• •.• • r • •• I i j 1111I11I!/ � • • � • • 11 8.438 no I • •• •••«j i • •• I `�� 'VCENSgEQ�i�' rX8'X.2r � MULLION i L*•• •.i •.r •• ••• i i :' E983-TenLM i I i I 1 I _ No.W105 X-SECTION .375 I MIN. - f ------ -- --- ------ --I-- i---------------------j 4:VL- ti . . ... .. .. . =A A st • •• : : U•CLIP 2X5 ANGLE CUP �' Fi...... 2W saes SLU"i• • 000 :• • : • FOR rixBTOA UUM. BF�EI n 6TH �"l,', /0NA1- ol WN VIEW • • • • A.LYNN MILI1+t.P.E. TOPVIEW FL P.E.B 0705 • • • • • • • • • • ••• • • • ••• • • J h 1, t EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH 182-iW TFC OPENWO FMMM E3 A DES10N PRESSIME OF+%Ct-S A PSF. NOANGtO�W+rerm 1)IrfitWLYASSUMWOTWITArVYWEMUILIONISSUITABLE.7t8?MULLIONLENOTH18T2'ANDTt OPFiNWOWIDTHiSS7+3l+i'' '.REFERENCWO SHEET tt�COLUMN t13INfl � RECTANGULAR LOADING MUST BE USED.SCAN THE M ALKIN TABLES FOR A MULUdf THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2-1WAND WIL MEET Ot EXCEED THE REOU6iE0 �,a DESIGN PRESSURE OF+%I.OI•SD.O PSF IF THE TABLE DOES NOT SHOW THE EXACT SIZE.USE THE NEXT LARGER 81ZE AYAIlLSI E -Sm Sm FROM TABLE SA,SHEET T.THE t•X 2.7r X IM MULLION(LENGTH o 7r.OPENING WIOTH=707 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 19+14163 PSP AND WOULD 8 � G �NOT BESUITABLE FORTHISAPPLIONSI J. I Y 23 FROM TABLE 4A.SHEET 8.THE r X 2.78'X.SW MULLION(LENGTH a 7r.OPENWO WIDTH-701 HAS A DESIGN PRESSURE OF 41-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE d OPENING MAY BE USED IN THIS APPLICATION.NOTE THIS ANCHOR CAPACITY REQUIRED OF&96 LBS. Iduum 47 N m LEN nH. ^ n 2)USETABLE4STOFINDTHEANCHORTYPE.ANCHORQUANTITYANDCLIPTYPEREQUIREDFORTHEYtlOODStJBSTRATE.�7HTiE SiR INSCLd'WRM('QSI2ANCFfO1t8ANDTHE2JB ANGLE CLIMWITH(4)412ANCHORS HAVE ACAPACRY(IF>SLS&THOUGH EITHER ONE COtNABEU�.THE STANDARD CL' 18 EASIER TOUJBTAIL. osiersION 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PROOUCITS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE.OF MI LIC4I8�FENESTRANCE PRODUCTS,WILL T8 APPLY TO THE OVERALL ASSEMBLY.FINALDESIGNP SASQUIRE THAT THE BOTH THE MILLION AM THEFENESTRA7mNPRODUCTBEINSTALLEDINACOOR WITH THE 23 INSTALLATION SPECIFICATIONS WTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLM g O INTHISEXAMPLEHE,TOESMN PRE88URE REQUIRED WA8+t-SOLO PSE.T*OVMVJI MJUM SY STEM MS DETERMINED TO BE 72.7 PSFM171H AN ANCHOR CAPACITY X838 L�.ALTERNA'RVEI.Y, m N taoA—wafa—Rsyela�wwo—awau. THE ANCHOR CAPACITY AMSTNENT FORMULA COULD HAVE SEEN UMTO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT MOM PRESSURE OF 80 PW (80PSF)X( )=6248LBS (MAYBE USED TO QUALIFYR108tEEISams FROM TABLE 46) j THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER NO SAI.THE WINDOW FRAME DEPTH IS 2416•.THE OPENING REQUItESA � Sim DESIGN PRESSURE OF+80• -MO PSF. FOR THE VERTICAL AAALM, Q J)INITIALLY ASSUMING THATA I-WIDE MULLON IS SUITABLE,THE WJUJON LENGTH IS 3r+7r+I"Or AND THE OPENING WIDTH IS 38•+38'+1•-7S•.REFERENCING SHEET 26. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLING TABLES FOR AMULLION THAT IS ATLEAST THE WINDOW FRAME DEPTH OF 24V WILL EXAMPLE 2 MULTIPLE MULLIONS OR EXCEED THE REQUIRED DESIGN PRESSURE OF+eo.OV-88.d PSP.iF THE TABLE DOES NOT SH MTHIE EXACT SIZE.USE THE NEXT LARGER SIZE"M ABLE. a FROM TABLE 3A,SHEET 7,THE 1'X 2.7r X.978•MULLION(LENGTH•JW.OPENING WITH MEETBTHE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-1&1 PEP , AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. Q FROM TAME UA,SHEET 16.THE r X 4•X 2W MUIl=(LENGTH=.Tor.OPENNG WIDTH-W)HAS A DEStEI PRESSURE OF+/-$4.7 PSF WHICH EXCEEDS THE RECUIREMENTS Q O a SEE FOR THIS OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THIS ANCHOR CAPACITYEO OF SM LBS. _ I W.T t eNeeSim ipgna+ QTS BECAUSE R IS NOW KNOWN THAT THE MULLION WILL ADD rTO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 3r+3"+r-74'.NOT 73'AS PREVIOUSLY PRQDII078 24 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCAB'.E FOR THE AOJUSTEO O MMMALTE MMVELY•THE WWOWOWIDTHS MAY SE REDUCED TO MAINTAIN THIS 73'DIMENSION(S•1tX+36.1/r+2^=797. r - ' 2)USE TABLE 128TOI=THE ANCHHORTYPE.ANCHOR QUANTITYANDCUPTYPEREQUIRED FORTHEC.ONCRETESIISSIRATE.INTHISEXAMPLEA THE POURED CONCRETE HEADER AND BIL.ARE S'ME.IF THIS MUM CLIP WARE 70 BE CENTERED wnm THE r.CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE MULLONUSING THE STANDARD CUPWITH(0)3H8'ULTRACCI4ANtXiORSATANEDGEDISTANK OF2-12'tSVEBANMKYiORCM'A<2TYOFt�LBOWHK:HISGREATER,ANO LENM SE SEE THEREFORE SUITABLE.FOR THE REQUIREDANCHOR CAPACITY OF971LS& S' SHEM22-3 OHMS �{THE FWRIZONTALbIlAL10NS O➢Ee2N0 HEIM BECAUSE THE VERTICAL MULL WILL BB A2'X 4 X"V MILLION.IN THIS EXAMPLE WE WILL MATCH THE HORMONTALAND VERTICAL MULLIONS.S.ALTERNATIVELY.ANOTHERFOR _ Hom „ mm” TYPE COIAOBECFCSEI4. E �1)THE MULLIONLENG H183rANDTHEOPENNGFiF�TIS3r+72�+rMOr.REFERENCWOSHEET25.THECOLUMNUSNG�OULARLOADINGMAYBE 1 f USED.FROM TABLE ak SHEET 1B.THE r X 4-X.280"MULLION(C LENGTH-4r,OPENNG HEWM=1207 HAS ADEBIGN PRESSURE OF+1•170-0 PSF WHOCH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS AP7f"TKK NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LB& SEH - P 2)USE TABLE 12B TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE OW JAMBS ARE S• a aCas[at aHLEETB WIDE IF THE ��II TO THE 8'J CARE MIIST BE TAKEN 70 MANTAW THE FASTENERS EDQE pISTANCE USING THE 2X$ANLiLE CUPS WITH 23 (4)3M ULTRAA A AN Apas 1' AN ANCHOR CAPACITY OF 540 LOS WHICH IS GREATER,AND THEREFORE SUITABLE.FOR THE REQUIRED 1 t I I t H 1 ANCHOR CAP OF 621 •• • • • • i ..1-YNN.M/!(��i��i 38'.HORIZ. 38:Fi01E2. • •• • • • USE THE SAME ANCHOR CAPACITY v\CENSE'•.�%p�� 4)F�27HEU-CLIPIYTHEHQRRW4'iSL Tf7=✓1 tVn: TEtt.N• CAPACITYISJ000BS gIHWML9AMEATEk.ANDII1EREfOR£SUITABLEFORTHEREQUIREOANC1iORCAPACI7YREQUIRENIENTOF821LBSTHE *: arErmvr®THFp;VEancueLLL ANCHOR TYPE ISA612STEEL SCREW. No. 7�' FROM THE ABOVE STEPS.OUR MUUJON DESIGN PRESSURE IS: Tarl, +/.o4.7POFFROMTHEVERTCALMULLIONN [j-170-0PSF 38• A!1lIBILIBR4Wtie21I4e701lWiUk• :p . F �j +1170-0PSF 38' AL TTAt2iNOTdiHRVIITIeE� OALMULL� iIN NT� :'n ••.,!(OR\OP' •� THElOWEBT RE +¢ � YAI.�OFTHEMfAJ.CNIS. i C9� �•► • i VERIFY THE DES)B01 f;RES3yHtE OF 1ti? PI TS wy�w THIS MULLION SYSTEM.THE LOWER DEMON PRESSURE.OF MULLIONS OR FENESTRATION - PRODUCTS,WILL APPLY TO THE OVERALL Y.FINAL D 8K84 PRE REQUIRES THAT THE 90TH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LV N MILLE�.`RE. ACCORDANCE WITH THIS INSTALLATION SPECIFiCATIOM INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULUCK FL P.E.$WM ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VMS --- ��iiii�.� c. r 4 � all �/� I.e• .� rle • tr ��— �I I � 1 I �I +�1 r I e r. q. •�.I e v� r•�. . I. CLIENT INFORMATION PROJECT INFORMATION SPECIALTY ENGINMW COPMUM M Inc 1589 SW 3041 AVE NOTE INSPECTOR NOTE FLORIDA HOME IMPROVEMENTS ANY DETAILS ARE FOR NEW ALUMINUM TUBE NEW STRUCTURAL COMPONENTS WERE 4070 SW 30 AVE 33426 BUILD OUT TO ACCOMMODATE THE NEW DESIGNED BASED ON THE FBC 2014, HOLLYWOOD, FL COUNTER MULLION OVER EXISTING n WINDOW SILL FASTENING AT EXISTING BUILDING CODE AND COUNTERTOP DACE— — PAW + FINISHED COUNTER TOP ASCE 7-10, 175 MPH (3 SEC), EXP. C. c' �- X009217 561 —752—5440 OMM 561 —752—5542 FAX �r 72r MAX 1x2Wr 6063—T6 ALUMINUM MULLION _............... .........._...e. ...___.... .....__.... ......._.... ..__..... ..._._...,...................._............._—_ . II EXISTING WINDOW OPENING N 0 0 N -.� p v A : FASTEN TO EXISTING CONCRETE SUBSTRATE EXISTING CONCRETE/MASONRY STRUCTURE (1/S1) W/ (3) °0 x 2 ° TAPCONS � ti OR ALUMINUM MULLION (2/S1) AND TO MULLION W/ (4) 110 x r aj SMS. (2 PER SIDE) 1 1 X2.75X1 8" CONNECTION DETAIL @S /2 St SCALE: 3" = 1'-0r S1 NEW HORIZONTAL 144" 6063—T6 ALUMINUM TUBE r Z x 2r a ..._........... _.. __._.: EXISTING GRANITE/STONE COUNTERTOP I 0 S1 FASTEN CUP TO MULLION EXISTING WALL BELOW W/ (2) 110 x 1" FH TEK SCREWS 0 TO INTERSECTING MULLION. ............ •••• • • • • • Op19B9�BB® • • ° FASTEN CUP TO MULLION `®`o®, e ®®e •:•• • ••._�._ :.. _ _ ..... EACH x 1 FH TEK SCR W (2 #10 EWS EACH SIDE ®® ��••��C• / ®® 1x2 r ALUMINUM MULLION 7 12 ING '' " •"• 2 1 X2°75X1 8" CONNECTION DETAIL for mull to mull if OF '�441a Goof . 00 0 • • E •••• �.- .. S1 SCALE: 3r = 1-0r ®® .•• OR 1p�°" '��0 e'Aeae'o1®a®�®