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REV-17-1744• Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ROOFING IVED 1411. 06 NU S% .tittDour' FBC 20 ICI Master Permit No.145 yr, -17- IT2$ Sub Permit No. ❑ EXTENSION �'"�RENEWAL. E] PLUMBING Ej MECHANICAL El PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ( SHOP CONTRACTOR DRAWINGS JOB ADDRESS: (z t'_Li 4 37t t e I - City: Miami Shores Folio/Parcel#: Is the Building Historically Designated: Yes __NO__ _._. Occupancy Type: load: Construction Type: __ Flood Zone: __,_BFE: -_ FFE: q__ OWNER: Name (Fee Simple Titleholder): Q C) t .__ Phone#: 7'�4 - 7 - 1 7 Address: 12-0 l �/ t 4 ri-+ S iIL�C"� l City: ktietvu.'t Tenant/Lessee Name: IiPir Email: b{ LL(Z GM/a-t��..covt1 State: County: Miami Dade Phone#: Zip: 3 3 I F zip:33(3e CONTRACTOR: Company Name: .%' ) Phone#: Address: /1' t t%__._. Qy City: k ry State: Qualifier Name: t)iif't . R vt:4a State Certification or Registration It: C6C C'6p. 42 DESIGNER: Architect/Engineer: _Defer IQ 3MV. Address:I240 SG) f?Jaoo..F Value of Work for this Permit: $ �l,0 Type of Work: ❑ Addition n Alteration Description of Work: _.iy5 .Q12,_/ i'Vj f 4 U fU i Zip: 33 3 Phone#: Certificate of Competency #: Phone#: 6i7 ..mot a City:#4 f/rf84 State: Zip: 33 cj Dotage of Work: 55 XL 6:375 r9 Repair/Replace ❑ Demolition Squa ew G New C°.iT,-5?t c.n Specify olor of color thru tile: Submittal F e $ Scanning Fe $ Radon Fee $ Technology ee $ Structural R views $ Permit Fee $ CCF $ CO/CC $ DSPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revlsed02/24/2.014) 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 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 TG W.74; . 1 .:. ;17. , ; 17..;;.r ;; z ; 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencem must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ce of such posted notice, the inspection will not be approved and o reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this Z- day of J ./ N , 20 /7 , by Ff l$i o 6312:S , who is personally known to me or who has produced as identification and who did take an oath. .:;' 2':4'r PETER REGM ADO * MY COMMISSION t FF 90G215 EXPIRES: August 3, 2019 Baled Dry Mot Nary Sinks Sign-/— Print: Seal: NOTARY PUBLIC: .,a`.` •:',;, PETER REQAIADO ••` - * MY COMMISSION tFFg09t15 EXPIRES: August 3, 2019 Jude corded ihru IWdpet Nagty Sinks' APPROVED BY 797 Signature CONTRACTOR The foregoing instrument was acknowledged before me this ZI day of j 77./✓E 6vy 1%J1./.?'gyp ,whoi me or who has produced as identification and who did take an oath. NOTARY PUEICIT- Sign: Print: Seal: • 1 I MY COMMISSION #FF106737 ...,'e 09; EXPIRES June 19. 2018 007) 398-0153 FloridallotaryService.com frog....... ****s* FRED ROY Plans Examiner Zoning Structural Review Clerk (Revlsed02/24/2014) 0) Z w ¢ > w CID U c w �t.v is—i4u(ot PERMIT #: Miami Shcres Village APPROVED ZONING DEPT RJ nr nFPT BY 1 SU, BJECT TO CCMPUANCE WITH ALL FEDERAL 1 A Nc: :?ii ND REGULATIONS D2 W3 WN i IA) I. LOi WI)1 til NZ 143 Ng ND I N5 hco 147 Ge.: GINflt) L o/6 eo CC)p. q54- S -ciel i C6C,- L6-)2,622 .. ... . . • i co Liefi c (: Q c1e�- • A7tilitk ... . . . . ... . . • • •• •• •• • • •• • •• •• •••• •• •• •• • •• • • •• • •• • • • • • •• •• • • • •• •. ••• • • • 000 • • 0 01.//7 —M216. pVL.L- WE LA mull 6/26/2017 LEE/ LORIS RES. WINDOW/DOOR SCHEDULE 1201 94 ST. P4/ 5 17 MIAMI SHORES, FL 33138 S DPmv "" ` Pb /92' FIRST FLOOR REVISION FOLIO: 11-3205-010-0010 NEW ADDITION N 8 1 ADDITION FIXED 46 x 96 110 / 130 FL# 18507.1-R2 Tapcon- 1/4" 1 ADDITION MULL 96 111 / 111 FL# 20400.1 RO Tapcon- 1/4" ED 1 1 ADDITION SGD 113 x 96 70 / 80 FL# 17726.R3 II Tapcon- 1/4" 1 ADDITION MULL 96 120/140 FL# 20400.1 RO Tapcon- 1/4" E2 1 ADDITION FIXED 45 x 96 110 / 130 FL# 18507.1-R2 Tapcon- 1/4" N 9 1 ADDITION FIXED 46 x 96 110 / 130 FL# 18507.1-R2 Tapcon- 1/4" 1 ADDITION MULL 96 120/140 FL# 20400.1RO Tapcon- 1/4" N 10 1 ADDITION FIXED 46 x 96 110 / 130 FL# 18507.1-R2 Tapcon- 1/4" WE 1 1 ADDITION FIXED 24 x 59 110 / 130 FL# 18507.1-R2 Tapcon- 1/4" 1 ADDITION MULL 24 120/140 FL# 20400.1 RO Tapcon- 1/4" WE 1A 1 ADDITION CASEMENT 24 x 24 75 / 80 FL# 19605.1-RO Tapcon- 1/4" WED 1 1 ADDITION 1 PANEL DOOR 32 x 83 80 / 80 FL# 18429-R011 Tapcon- 1/4" THIS FORM SHALL BE SUBMITTED ALONG WITH THE FLOOR PLAN AND ALL PRODUCT APPROVALS. •• ••• • • • • • •• • • • • • •. ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • ••• • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 0 0 • • • 0 0 0 • • PINE. R.T. ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ,o ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT August 26, 2016 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: FL#18507.1-R2 15-2573 La Finestra, LC 2790 NW 104TH Court. Miami, FL 33172 Pre -Glazed Window Wall with Unitized Option Large & Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20- • 3.1305� 6A.C.,1rors'taiewide acceptance per Method 1(d). The product noted above has been tested • andrepevaluateci as summarized herein to show compliance with the Fifth Edition of the Florida Budding •• Co g (2614) artdis, for the purpose intended, at least equivalent to that required by the Code. Re- • e ,alugtton of thiL product shall be required following pertinent Florida Building Code modifications or reels/we. • • ..•• .... • • • $ubst,intiatiQ 7?.ata: • •• • . •• •• • • PRODUCT.EVALUATION DOCUMENTS EX'drbtuing #1562573 titled "Pre -Glazed Window Wall with Unitized Option", sheets 1- 34, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s) HETI-08-2140A, 08-2141A, 15-5108, 15-5122, 16-5030, 16-5032, 16-5034, 16-5086 by Hurricane Engineering and Testing, Inc. and test report(s) FTL-3545 by Fenestration Testing Laboratory,, Inc. Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 & 203 test standards per test report(s) HETI-08-2140B, 08-2141 B, 08-2142, 15-5109, 15-5123, 16- 5030, 16-5033, 16-5035, 16-5083, 16-5087 by Hurricane Engineering and Testing, Inc. and test report(s) FTL-3545, FTL-3546, FTL-3547 by Fenestration TestagW,apgr�itory, Inc. Tensile performance has been tested in accorc, 1�� wilt 4l4i4'`, E 8-15a test standards per test report(s) HET,1Fi6 1s 's Zaised Engineer's Seal Valid for T313, 16-T314, 16-T330 by Hurricane Engirf@ %'ap edit, '••,iO',Pages 1 through 2 Inc. No.4b549 *: -o'. STATE OF Ci *'sS�O N AL�E� UG.2 6 20i- 4ftank L. Bennardo, P.E. >il'PE0046549 C.A. #9885 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGExPRESS.COM vVNROJECI •It4613FLMOO WPRUVPI 0.100ENIt 5F*NORICt APPROVAL OUCS.16•13\ C_FSA • PRODUCT EV,-REPORT t)OC • •,7-1.: ENGINEERING; L...Z. >'. EXPF=ESS& . _ . a 1 4 4. r - La Finestra, LC Pre -Glazed Window Wall with Unitized• Option - ,. - - -. _Page 2 of 2 E.X.P.E.R.T. PRODUCT EVALUATION REPORT (CONTINUED) •"::, IC,' ,.....- 44', ..#4,-,1".4 :714. • STRUCTURAL ENGINEERING CALCULATIONS ,,, • ,r, , 4 « ........ ,...• ,r ...‘1 , ' . 4. Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: August 26, 2016 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinaticint . 3. Glass Capacity , 7 4. Anchor Capacity • • ' • .„3-"i'6! ! • No 33% increase in allowable stress has been used in the design of each product. - •* • ' The following are approved for use in the HVHZ as specified in their corresponding NOAs: • SentryGlas Interlayer by KurararknetiOaN9'."(NOA #14-0916.11):- ' • • r_ Impact Resistance: Large and ,Small Missile Impact Resistance has been demonstrated as evidenced in previously,listed test . . a. • reports, and is accounted for in the engineering design of this product , ..,•• -i, •, I) .•. ••• • . . i- „1, -- , - - I, • i' ''r" • , • L • ;' • • • • • Wind -Load Resistance 1 ' 14 1 • • • • • ' ' 't." IL C., Fr- • • ,•- .., ,::. • Each product has been designed to resist wind loads as indicated in the design sche:ctuli(s) On its .',„ ; • respective Product Evaluation Document (i.e. engineering drawing). • • • f •• • 1. ••• Installation • • • • • • • • • • • • • • • • •••• .;• ••••••• • • Each product listed above shall be installed in strict compliance with its respective PwristEvaluation .• • Document (i.e. engineering drawing), along with all components noted therein:: -A,‘ ika—•••• : • • • •• •••• Each -product component shall be of the material specified in that prodUcts respective Preduct Evaluation, • DocUment (i.e. engineering drawing).- = • , ixt„. ...• • • : • Limitations & Conditions of Use: 1 Use of,each product shall be in strict accordance with its respective Produot Evaluatipn Document (i.e. it.. engineering drawing) as noted herein. --. , ' , % '. ' :'• : r.,'() , ” '',' er '' i . . - .1, All supporting host structures '§hall be designed to re:siat'all skiperiniboiedloadS'ind 'hall babf a rriatenal listed in each products respective anchor schedule. Host structure conditions which are not accounted': for in each product's respective anchor schedule shall be designed for on asite7specific basis by a registered professional engineer.: *: r . , ,, : i •,-- , ,.-.,, • • .- -,-,- • , ,• All comporiente which are permanently ingtallecfsh-all be proteCied agairiiirC9r?9sion;'bontarninatiOn, and', other such damage at all times. • .:••;"..f.-0- . i -! lc :: -... ••, • ' :,••.. ... -.4. Eachproduct has been designed for•use Within and otitside OftheHiah VeloCitHiirriCaneZone (HVHZ):1 '.; . • On.c, Li. ....TY:, , : r o.'' , i , I) c i.,.. I , ,,,,,i z4; -* 4 . ' ri It- ;LT ji ? I 1 , ., f! ,,,-,i'.•_ • • ° 1 160 SW '12" AVENUE SUITE 1061-DEERFIELD BEACH; FLORIDA 33442 PHONE:r (954) 354-0660 -FA: (954) 354-0443 ENGINEERINGEXPRESS.COM . Vilfilt1JECTS1554573 FL PR60 APPROVAL kerDEIVISFRI1/20DUCT APPROVAL Dbesmsrsm cFSA .PRODUCT EVAL REPORT OOC • tl T , LA FI N ESTRA LC PREGLAZED WINDOW WALL WITH UNITIZED OPTION LARGE AND SMALL MISSILE IMPACT RESISTANT • • • • • • • • • •• • •• • • • • • • •• • • • •• • ••• • • • • • • • • • • • • ••• • •• • • • • • •• GENERAL NOTES: 1-TINS SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN A1rna APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014) PER WITH ALL FIF a. PLASM E330-14,E331-00, E283-04, E1886-134, E1996-14 b. TAS 201 / 202 / 203 c AMA 101-97, AAMA 501 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ). AS QUALIFIED IN TEST REPORTS. 2-DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDE) BY A 1.5 SAFETY FACTOR. 3-01ITS GLAZED WITH 9/16" LAMINATED GLASS OR 1-5/16" INSULATED LAMINATED (HEAT STRENGTHENED) ARE LARGE MISSILE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 4-NO 33-1/399 IN(RFASF IN AULAYAB E STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR 0241.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 5-THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTL-GRIT OF ALL SUPPORTING SURFACES TO THIS DESIGN WHIOI SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR.WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY 1O TRANSFER LOADS TO THE EXISTING STRUCTURE. 6-THE SYSTEM DETAILED HEREIN I5 GENERIC AND DOB NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LCENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENT$ FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 7-ALL CONCRETE ANCHORS SPECIFIED HEREIN REFER TO ELCO CARBON STEEL ULTRACORS. FASTENED TO 6' MIN. THICK 3,000 PA MIN. NON -CRACKED CONCRETE (BY OTHERS) OR POWERS WEDGE -BOLT+ 3/8" 0 2-1/8' GRADE 2 MIN INTO 3,000 PA NON -CRACKED CONCRETE INSTALL ALL CONCRETE ANCHORS PER MANUFACTURERS RECOMMENDATIONS. 8-ALL FASTENERS INTO METAL SUBSTRATES TO BE 5/16'0 ELCO DRIL-FLEX UNLESS NOTED OTHERWISE. ALL THRU-BOLTS AT INTERMEDIATE VERTICAL MULLIONS TO BE %' DU THRU-BOAS WITH FENDER WASHES AND NUT AS 59001E HEREIN. FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE CORROSIONLIBISTANT MATERIAL AND SHALL COMPLY WITH 'SPECIFICATIONS FOR ALUMINUM STRUCTURES" SECTION 3.3.1 BY THE ALUMINUM ASSOCIATION, INC., & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. 9-ALL EXTRUSIONS SHALL BE 6063-1ES MIN ALLOY AND TEMPER MANUFACTURED BY LA FINBTRA LC 10- GLAZING ILLUSTRATED HEREIN UTILIZES SENTRYGLAS INTERIAYER BY KURARAY AMERICA INC. (NORM 140218.11) 11-THE CONTRACTOR I5 RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISVMB AR MATERIALS TO PREVENT ELECTROLYSIS. 12-ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCIORAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, STs.el4 ERECTION N ON CONSTRUCTION PRACTICES BEYOND THAT V 1101 15 CALLED FOR BY LOCAL, STATE, 8 FEDERAL CODES & FROM DEVIATIONS OF THIS MAN. 13-EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 14-ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVAUDATE THIS CERTIFICATION. 15-SAFEGUARDS MUST BE OBSERVED (NOT IN THIS CERTIFICATION) 16- THIS DOCUMENT DOES NOT ADDRESS ANY ENERGY EFFICIENCY RATING 17-PRODUCT SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER SYSTEM CONTAINING THE FOLLOWING: LA FINESTRA, LC TAS 201/20O�A APPROVED BY FLOBIDA BALDING COMMISSION FLORIDA PRODUCT APPROVAL NUMBER • • • '• !HEETBINDeX • \ Ni SHfiET •9eSFR'P�'9N • Al • COINER SH EE1• • 2 • • •• GLASS TYPE' AND SHAPES 3 WINDOW LOADS 4 ELEVATIONS - ANCHORING •IP • 50 • ELEVATIONS •ANCSOUNG • 6� • AAL.saku:IN clears • 7-1t DE*U(5 • • • 13 • • • • ELEVATIONS - ANCHORING ` 14 ELEVATIONS - ANCHORING , SHEET INDEX • SHEET DESCRIPTION 15-17 URGE MULLION QUIRTS 18-23 DETAILS 24 ELEVATIONS - ANOIO UNG 25-26 UNITIZED MULLION CHARTS 27-28 DETAILS 29-32 PARTS 33 PARTS LIST 34 ASSEMBLY DIAGRAMS 34 TOTAL i `,, ,,LL.E,.E 41,,,, E * ? •o ioRM NtiVONALtn W ANJ law /E WW FRANK I BENNNRDO, PE NE.0346549 No.46549 �"4�`�"""�`• f *: FM PEWIT ONLY U.N.O.STATE OP ONLY MMOE•9L0.1®L•N TEST REPORTS: Static -TAS 202 Kaftan, E1pneNiq and TeNY Inc. HETI-062140A HETI-08-2141A 14ET415.6108 HET1-15.610E HET416.6122 HET415-6123 HET418-6030 HETI-18-5032 HET418-SCAM HETI-18-3088 F.00Wm TeOna 60604 5, Inc. AL-3645 MIWk -TAS 201 and 203 14a4fi.. Emi ... t and Toth Arc. HET4082140B IEM082141B HET062142 HETF166109 HET4156(23 HET4166030 .. HE11.166033 HET4463036 IIE9166081 MET-16606E 80 * 8cn T1MEM LAPonmoY. Inc FTL4545 FTL.3548 FTL-3547 *MOP -AIIM 811-154 Madam En08.*0.o IW TINY. Mc. LET1-16-7312 HET416.T313 HER.18-T314 HE11.144390 FL #18507.1-R2 0 < 0 Q LL a 5 22 4 vi p ct)rmrrT 1340211KbPl6 15-2573 •GLltNTN 191E88 NOTED cj 114 • • • • • • • • • •• •• •••• •• •• •• • • • •• • •• • • • •• • • • • •• •• • • • • •• •• •• • • • • • • • •• • • • • • POSSIBLE ARCHITECTURAL SHAPES: TRIANGLE UE SIDED TRAPEZOID r •� EXTENDED "FULL ELLIPSE QUARTER SEGMENT EQUAL LEG TRIANGLE GOTHIC 3': HEAT STRENGTHENED GLASS .090 SEITRYGL.AS INTELLAYER BY DUPONT W HEAT STRENGTHENED GLASS A BED OF DOW CORNING 121 SILICONE i' THICK GLASS BITE MIN SELTING BLOCK •o DUNNETBK SHORT •A• TYPE NO SHWA NAY DOMED SUE OF LEST® RELTANKiE T•ANSOOL OMOMS•NAPE. • • 7; HALF -CIRCLE Li al i FAN .EYEBROW ••• • • • ••• • • • •• •• •• • • •• •• • •• • • • •• •• •• •• • • • • • • •••• •• •• •• • • • •• • •• •• •• ••• • •• •• • ••• • • • • • ARCH PENTAGON 3: TEMPERED GLASS r AIR SPACE W: HEAT STRENGTHENED GLASS .090 SENTRYGLAS INTERLAYER BY DUPONT %: HEAT STRENGTHENED GLASS _•R GLASS TYPE A -N 1'-0• - 1'4' A BED OF DOW CORNING 121 SILICONE i' THICK Sir GLASS BITE MIN SETTING BLOCK SO OUROHETff SHORT TYPE • ••• • • • • • • • -- • • • • • • • • s %' HEAT STRENGTHENED GLASS • • • • .090 SENTRYGLAS INTERLAYEIt BY DUPONT • r • • - • 3': HEAT STRENGTHENED GASS • • • •• •• • •• • • • •• 0 HOTDOG A 1 F t N, j . AGLASS TYPE B ri' 4 'L... ...1'-0'. 1'.p'ys s —UV • Yr. t A BED OF DOW CORNING 121 SILICONE THICK �,.• I/2• GLASS BITE MIN sr SARONG !KOOK 80 No.45 =poi ' S.° �iA>LeQF ��•LIWbwR+Ns••roavuxKL .n : e vrmawEa®EOrr , ,,AHALNENG�.``��• in rii _ Ww ZR zW Z w GLASS TYPE A • - .e 3': TEMPERED GLASS AT }• AIR SPACE 34- HEAT STRENGTHENED GLASS .090 SErtmYGLAS 1N ERIAYER BY DUPONT 3': HEAT STRENGTHENED GLASS r o r. A BED OF DOW CORNING 121 SILICONE i' THICK L_ r iv I T I 1/2' GLASS BITE MIN :a . r SETTING •COOK•0 DORONETER SHORT 'A' TYPE r GLASS TYPE B-rw 1.-D. • l.-0. ., 2 15-2573 `• SGRICNTSUNLESS NOTED a - .34 WINDOW LOADING .. NOMINAL DSO WIDTH HEIGHT MPSF. HrAL 36' +120 -140 42' +120 -140 46" +110 -130 485" +105 -124 54" +105 -124 60.25' +105 -124 62375" +105 -124 66" +105 -124 72" +105 -124 78 +305 -124 84" +105 -174 42. +105 -124 — 96" +105 -124 102' +105 -124 108' +105 -124 114" +105 -124 120' +90 -101 126" +90 -101 132" +90 -101 138" 490 -101 144" +90 -101 150" +90 -100 156' +90 -300 36" +120 -140 42" +120 -140 46" +110 -130 485" +104 -123 54" +93 -110 60.23' +93 -110 62375" +93 -110 66" +93 -110 72" +93 -110 78' +93 -110 84" +93 -110 90' 54' 493 -110 96" +93 -110 102' 493 -110 108' +90 -100 114" +90 -100 120' +90 -100 126' +90 -100 132' +90 -100 138" +90 -100 144" +90 -100 150" .90 -100 156" +90 -100 WINDOW LOADING N �AIML D�SAB �91871'1 XEK3Xi l9Ptf HPaP.'S 36" +120 -140 11 0 140 46' +110 483" +104 -123 54" +93 -110 6025' +90 -100 62.375" +90 -100 66" +90 -100 n" +90 -100 78" +90 -100 84' /� +90 -100 90' V V +9D -100 96" +90 -100 102" 490 -100 108• +90 -100 114" +90 -100 120" +90 -100 126• +90 -100 - fir- +90 -100 138• +90 -100 1-------44 +90 -100 36" +120 -140 42" +120 -140 46" +110 -130 483" +104 -123 54" +93 -110 6025" +90 -100 62.375" +86 -96 66" +82 91 n" 66" +82 -91 78" +82 -91 84' +82 91 90" +82 -91 96• +82 -91 102" +82 -91 108" +82 -91 114" +82 91 120" +82 -91 126" +82 -91 36" +120 -140 42' +120 -140 46' +110 -130 465" +104 -123 54' +93 -110 6025' +90 -100 62375" +86 46 66' +82 -91 n" n• +75 -83 78" +75 -83 84' +75 -83 90' +75 -83 96' +75 -83 102" +75 -83 108" +75 -83 114" +75 -83 120' +75 -83 WINDOW LOADING NC•AINAL DIMS WIDTH HEIGHT MPS,. 0 P4J. 36" .120 -140 42" .120 -140 46" +110 -130 485" +304 -123 54" +93 -110 6025' +90 -100 62375" +86 -96 66" 78" 482 -91 72" +75 -83 78" +69 -77 84" 469 -77 90" +69 -77 96" +69 -77 102" +69 -77 108" 469 -77 36" +120 -140 42" +120 -140 46' +110 -130 483" +104 -123 54" +93 -110 6025• +90 -100 62375" +86 96 66• 84" +62 91 n" +75 -83 78" +69 -77 84" +64 -71 90" +64 -71 96" 464 -71 102" +64 -71 36' +120 -140 42' +120 -140 46" +110 -130 485" +104 -123 54" +93 -110 60.25" +90 -300 62375" 90' +86 -96 66" +82 -91 n" +75 -83 78" 469 -77 84" +64 -71 90" +60 -66 96" +60 -66 36" .120 -140 8 42" +12O 140► +110 -130 +104 -123 54 • • •039• Quo* . 60.25"• - +90 '• 62375" 961 .86 • 40618 66• . +82 • •91• 72• e71 • -ab• 78' +69 -77 84" +64 -71 90' +60 -66 WINDOW LOADING NOMINAL DIMS WIDTH HEIGHT MPS,. OP Si 36" +220 -140 42' +120 -140 46" +110 -130 483" +104 -123 54' +93 -110 6025' 102• 490 -100 62375" +86 96 66" +82 -91 72' +75 -83 78' +69 -77 84" +64 -71 • • • • • • • . • • • • • • • • • • • • • •• • • • •• • • • • • • • •• • • 36' +120 -140 42" +120 -140 46" +110 -130 485" +104 -123 54" +90 -100 6025" 108" +90 -100 62375• +86 -96 6" +82 91 n +75 -83 75" 469 -77 36" +120 -140 42" .120 -140 46" +110 -130 483" +90 -100 54" 114" +90 -100 60.25' +90 -100 62375" +86 96 66" 482 91 72" +75 -83 36" +120 -140 42' +119 -140 46" +110 -130 48.5" +90 -100 54' 120' +90 -100 6025" +90 -100 62.375' +86 96 66' +82 91 n" +75 -83 36' +120 -140 42" +114 -135 46" +90 -105 485" +90 -100 54' 122375" +90 -100 60.25" +90 -100 • • +82 -96 4 +82 911 • 301 • +320 -140 • 416 • • +107 -127 46' +90 -165 485" +9D -100 54' 126• +90 -100 60� • +90 -100 62.375" • . � +86 96 • 66" • • • +82 -91 • • • • •• • HT—• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • •t• • • WINDOW LOADING NOMINAL DIMS • WIDTH HEIGHT M►SP. H►SW. 36' +113 433 42' +90 '7110 46" +90 4.05 48.5" 132" +90 =100 54' +90 ,100 6025' +90 400 62375" ♦86 ,96 36' +103 .122 42• +90 410 46" .90 -105 48.5' 138" +90 -100 54• +90 -100 6025' +90 -100 62375' 486 -96 36" +94 -112 42" +90 -110 46" +90 -105 48.5" 144" +90 -100 54" +90 -100 6025" +90 -100 �FRANE WIDTH ...,4I111111/11// �L BEp . cE r. No. 46549 �•"�•G•��•• 'O • • PORIPB•4f MXUNA. A :. MATE Oi Q I~ a u NntaN•NDtP®Ar/1 ++n/� qp/N``` NOTE TO DETERMINE ALLOWABLE LOADS FOR FIX WINDOWS ONLY. SEE CHARTS THIS PAGE. FOR MULLED WINDOWS 113E THE LOWEST PRESSURE OF WINDOW CHART AND RESPECTIVE MULLION CAPACITY CHART. GLASS DESIGN PER ASTM E1300.12 NOTE WATER INFILTRATION 20 Pd. PER ASTM E331-00 NOTE CHAFT 3 ARE APPLICABLE FOR GLASS TYPES 'A' AND "B" RUN( L 1B6MI100. PI- PES 0046549 ran w W tutu ZSE Z w, o V S o W 4 U J 8 el Zz g gN a 8 a a a 15-2573 SCALE: ME UNLESS N0113) ••• • • • ••• • •• •• • • • • •• • • • • •• • •• • •••• •• • • • •• • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • =a. 1 FRAME SIZE -. DLO... r•i Y 1 Y •: t- an t•t y v v v v +•v' O 0 H :.T r► 1 ] EI ] ► ► yr D D; Tra D SY D- D P027645. FRAME — SMA_ LL.MULLION • ••• • •• •••• - • •• • •• •• •• • •• • - -+ • • • • • • • • • , • • • • • • - • • • • ••• • • . _.• • a a -4. A A A A-• A A-' T ♦. D.LO. - FRAME SIZE 2 3G' ANCHOR TYPES K• +. a • FRAME SIZE D.LO••• ▪ fi 1: •10 • •♦ V•` 1 1O• t v A A • A A • ••- "•• • i. • i •• • • 'i• • • • -• • • • • •• . PP�wHk •E�RETos • • ' (P0y761i) Ai HEAD/BILL • • • _ AND JAMBS •- -• 1 • • L •3 a a a a 'H7As ' D.LO. - FRAME SIZE - 5 ke —A 34" TNRU-60LT WITNFENDER WASHERS AND NUT ., , V Vie ULTRACON BY ELCO (Fu-177 KSI Fy- 155 K51) -.Z.- ITH 13'i MIN. -• EMBEDMENT INTO 3000 P. CONCRETE MIN. AND 2 3{a' MIN. EDGE DISTANCE. . 1/4-20 SMS SCREWS GRADE 5 MIN. (Fu- 120 K5I Fy- 155 1(SI) WITH 5 PINCHES MIN. PASS THE THREAD PLANE AND 1' MIN. EDGE DISTANCE INTO 36' MN. THICK AWMINUM (6063-T5 MIN.) OR 36' MIN THICK STEEL (A-36 14161.) 3({' ULTRAODN BY B-00 (Fu-177 K5I Fy- 155 K51) INTO 2BY • WOOD BUCK (SYP#2 G- 0.55 MIN) WITH 134' MIN. ENGAGEMENT INTO WOOD AND 1' MIN. EDGE DISTANCE. - - r< ▪ _ E 1.1 A .a Sz. 'TYPICAL' Ei-EVAiiiiNS +I.t 1 1-v P. .3 MULLION SPACING —FRAME SIZE —D.LO. BENNq''a,, 0. N Si1 of: r 4 pit. miao+SPActip OR�:� i RUM SUE -,fr - , t i - ▪ tiraxe I v-v v v v o' v• _, v." v v v v I° I3 D r •1= -7 O . D OPP. A A A A A - �• `33} ♦. • - —e h —o —L —C 6 �c _� MA7L ' a a a a a a a A A A A A A A 44.2 • • • & .♦ -♦ • D.LO. - FRAME SIZE - 2 3fa• -r -..I t37 ZC -4: a a a a a a A • At a AI i•T NOTE: ' . w S77E5 ARE THE RAX66R4 AUA#ED UILESS ADDRESSED sB W u,GV ON09l 1 SITE 7C ENG1313111116 PER RDR104 BUILDING CODE 1411.324 1710.3.1 . NOTE: - ` ". FOR PRESSURES USING TEST® MULLIONS SEE CHARTS ON saw 6 r1, t t, 1 RANK 6BIINOIO. P.! 66►00165M ._ j 071s1sssraaa•Rmas VAUO FOR 1 PEIYI0I&Y UNA VIDOLT111M01•Il6YE•161 - N q5 5 2 2 ■ 4 i comma' Ercw®Nac EnNsa• 15-2573 •CA163173 UW1E011407® 114 ♦ FRAME SIZE —D.LO. ► or ► ► ► ► OPP. A A D.LO. - FRAME SIZE - 3 4�• ANCHOR TYPES 4 4 4 4 4 4 - y( THRU-BOLT WI HFENDER WASHERS AND NUT . 9(f ULTRACON BY ELCO (Fu=117 KSI Fy= 155 KSI) WITH 1 iY MIN. EMBEDMENT INTO 3000 Psi. CONCRETE MIN. AND 2 %6' MIN. EDGE DISTANCE. 1/4-20 SMS SCREWS GRADE 5 MIN. (Fu= 120 KSI Fy= 155 KSI) WITH 5 ✓ PINCHES MIN. PASS THE THREAD PLANE AND 1• MIN. EDGE DISTANCE INTO Sib' MIN. THICK ALUMINUM (6063-T5 MIN.) OR i j• MIN THICK STEEL (A-36 MIN.) i(6' ULTRACON BY ELCO (Fu=177 KSI Fy- 155 KSI) INTO 2BY WOOD BUO( (SYP#2 G= 0.55 MIN) WITH 1 5• MIN. ENGAGEMENT INTO WOOD AND 1• MIN. EDGE DISTANCE. 7013 FRAME - SMALL MULLION 6• ► ► ♦ MULLION SPACING —FRAME SIZE —D.LO. 6 ► ► ► ► 0 ....• . • • • • •• • • • • • •• • • •• • ••• • •.• •4,14w Ei A'I'�O)IS•.• MULLION SPACING: FRAME SIZE D.LO. 6 4 MAIL • ••• • • • • • • • • • • 4 • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • ••• • •• • ••• • .. . A A A A A• A . . D.LO. = FRAME SIZE - 3 %* 4 Nam: SUES ARE T E IMIOMUM ALIGNED INI69 ADD►E1ZE1 SEPARA1193 UNDER Sn5 6M3(FIC ENDDIE NDI5 PER FLORIDA WILDING CODE 2411.7.2.4 1710.3.1 NOTE: FOR PRESSURES USING TESTED MULLIONS SEE CHARTS ON SHEET 6 FRANK L 0BIMRDO. P.E. PH006549 J1aAaN1.1Is•s..000.•• V•1N FOR PERI MONLY MO. AnDOLYNNOIB9sE•FEN6L 1 A a a a 1 ca nuorr 00160266.0 mwea• 15-2573 SCALN NTS UNLESS NOTED ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • Ite.113 gAX .• Ck.- 12 - e •11 ,. .s C " FL:71r a MUWON DESIGN CAPACITY (PSF) - NOMINAL DIMS ' NON.RENF WID.... HEIGHT- (�/-)P.SF i. 38• 100 42• • - 100 ` 48• 10D -- 54' 100 ' 60• 100 (16• 4W 100 72' 100 78• 100 84' 100 90• 100 98• 100 38• 100 ' 47 100 48• 100 54• 100 80' 100 68• 54• 100 77 100 78• 100 84' 100 90• 93 98' 87 38' 100 47 100 48 • 100 54• 100 60" 100 66' 100 77 60' 95 78• 87 84• 81 90' 76 96• 71 l L. i," r:ra. g • r NOMINAL DIMS WIDTH HEIGHT. MULLION DESIGN CAPACITY (PSF). NON-REINP r/-) P.S.F 36• 47•• 48. 54• 60• 88' 77 7W 90• 98• 68• s 100 100 100 100 94 65 78 72 07 82 58 38' e . 100 47 100 48• 98 54• 87 60' 79 66• 72• 71' 77 65 79• 60 84' 56 90' ' 52 98• i 49 36• • 100 47 95 48' 83 54' 74 80• 68 88' 78• 80- 72 .155 78• 51 84• 47 90' 44' 96' 41 11 MULI=ONSg'iN CAPACITY (PSF)• NOMINAL DIMS HON-RE91F WIDTH HEIGHT («) P.S.F 38M• ••• tr•/gt 4 • • 48• •• •._ • • 88 • ---/.— 60 • •1 ••• • dt{ 4 6W se 48 72 44 - 78• 41 84• - 38 90• 35 96' 33 38• 72 47 62 48 • 54 54• 48 80• 43 68• 90' 39 77 38 78• 33 8'1• 31 9o• 28 96' 27 36• 59 47 51 48• 44 54' 39 60" 35 66' 96• 32 77 29 7r 27 64• 25 90' 23 96• 22 ••• • • • ••• • • • • ••• ••• • • • • • • • • •• •• •• • • • • • • • ••• • •• • • •• •• • • •• • • — ••• • •• • • • ••• • • ••• • •• • ••• • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ,• • •• • • • • • ••• • • • • • • • • • • • •• " 4 1` Y. T i '. T JA •e- P027569 Nan-Le4d NOTE: FOR ALLOWABLE PRESSURES _ THE LOWEST PRESSURE RATING OF MULLION AND FIXED WINDOW SHALL APPLY. WI *1. T s +r W2 WIDTH = A .i 4 5 • . • `1 r A L 4 . 19. r` ie ^t ..F lira �L L. i J�a t` W1+W2 2 y-'-r e 4,0 IS ti 0 15-2573"`- •CALEOIr6UNLESS NOTED ::� 34 ERIMETER SEALANT NOT BY LA FINESTRA 1/4" MAX SHIM i" THICK MIN STEEL (A36 MIN) OR ALUMINUM (6063-15) OR PRODUCT APPROVED MUWON PERIMETER SEALANT NOT BY LA FINESTRA 1/4' MAX SHIM SEE SHEET 4 FOR ANCHOR TYPE AND SPACING. SEE SHEET 4 FOR ANCHOR TYPE AND SPACING. HEADER INTO WOOD 6' 1'-O" 2'x WOOD BUCK BY OTHERS PERIM NOT 0 SEE SHEET 4 FOR ANCHOR TYPE AND SPACING. HEADER INTO METAL 6'-1'-0' PERIMETER SEALANT NOT BY LA FINESTRA Lr1 • ••• :;i • • . ..• • • •. . . • •• • • • • 3KSI MIN CONC. L_ HEADER INTO CONCRETE 6' = 1'-0' L— • •• • • • • • • • • 2'x WOOD BUCK BY OTHERS 1/4" MAX SHIM SEE SHEET 4 FOR ANCHOR TYPE AND SPACING. APPLY LOCTITE PL S40 POLYURETHANE SEALANT 1A HEADER INTO.WOOD W/ EXTENSION (OPTIONAL) ..••. . •. • • • • • • • •• • •.• • NOTE: WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. EOYMEX,13..•FPY1W fl I*295 15-2573 BOWES NTB UNLESS NOTED • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • •• •• 1 1/4' MAX SHIM PERIMETER SEALANT NOT BY LA FINESTRA 6 uo K LL JO SETTING BLOCK 80 DUROMETER SHORT 'A' TYPE 1/4- MAX SHIM PERIMETER SEALANT NOT BY LA FINESTRA h' THICK MIN STEEL (A36 MIN) OR ALUMINUM (6063-T5) OR PRODUCT APPROVED MULLION SEE SHEET 4 FOR ANCHOR TYPE AND SPACING. SILL INTO'WOOD 6' = 1'-0• :t SEE SHEET 4 FOR ANCHOR TYPE AND SPACING. SILL INTO METAL 2'x WOOD BY OTHERS ••• • • • ••• • • • •. •• •• • • •• •• • •• • • • •• •• •• ••• • • • •• • •••• • • • • •• •• •• • •• • • • •.• • •. •• •• ••• • • • • • • • • •• • • • • • •• • S• • • • • • • • • • • • • o • •g • O Vi pJ a LL O • •• • • •f • 1111,A� O PERIMETER SEALANT NOT BY LA FINESTRA •; • •,. — I ta- Asi SEE SHEET 4 FOR ANCHOR TYPE AND SPACING. T 3KSI MIN CONC. SILL INTO CONCRETE APPLY LOCTTTE PL 540 POLYURETHANE SEALANT SEE SHEET 4 FOR ANCHOR TYPE AND SPACING. 1/4' MAX SHIM --r 2'x WOOD BUCK BY OTHERS SILL INTO WOOD W/ EXTENSION (OPTIONAL) 6' = 1'-0' ttt 111I111111IItt V FRANK L /9NARO0. P.E +-`SNS ' No. 4^ r Ct.: I*E • $tATE OF v. %�O'• �� O R�� 4. 7• ♦ •CAMNTS NIES•NOTED 12 a1 POSIT NLTLLMA I.NO•=EIGAEII•L A F. 1 2 2 a 1 . comma' awanc 415-2573 ` NOTE: ,. i WOOD BUCKS AND METAL STRUCTURES NOTBYLA FINESTRA"- MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 2"x WOOD suck BY OTHERS E SHEET 4 FOR ANCHOR TYPE AND SPACING. 123/16" — PERIMETER SEALANT NOT BY LA FINESTRA JAMB INTO WOOD 6' - 1'-0" DLO 3/16' 1 3/16 F.S. FS. 3/16° C.L C.L SEE CUP ATTACHMENT DETAILS ON SHEET 12 J SEE SHEET 4 FOR ANCHOR TYPE AND SPACING. VERTICAL INTERMEDIATE DETAIL 6•� 1'-0" 3KSI CONC. SEE SHEET 4 FOR ANCHOR TYPE AND SPACING. DLO. F.S. C.L If* I. ,rrrrrrrr PERIMETER SEALANT NOT BY LA FINESTRA JAMB INTO CONC 6' 2"BY WOOD BUCK BY OTHERS. SEE SHEET 4 FOR ANCHOR TYPE AND SPACING. DLO. 1 3/16" iSTEEL(A36 MIN) UM (6063-TS) OR PROVED MULLION 4 FOR ANCHOR E AND SPACING. 0 0 ;Jo 1 IMP F.S. PERIMETER SEALANT NOT BY LA FINESTRA C. • • • • • • APPLY L.00TITE PL S40 •• E SEALANT JAMS INY0 8[1 VD/ EXTENSION •• ••• •• . • • •• 6" . 1'-0" • ••• • • • • • • • • • • • • • • •••• .•• • • • •• •• •. • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• •• f1 DLO. 1 3 1 3/16" — F.S. C.L %%% CLENN jpNKLNi/MN7O.►.E QS�'No EN • S PERIMETER SEALANT NOT BY LA FINESTRA JAMB INTO METAL 6' 1'-0" NOTE: WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. gi mmmir mune.= mans• 15-2573 1 ••• • • • ••• . . • •• •• • • • •• •• • • • • •• •• •• • • • • •• • •••• •• •• •• • • • •• • •• •• •• ••• • •• •• •• ••• • • • PERIMETER SEALANT -NOT BY LA FINESTRA 1/4' MAX SHIM 4 i• THICK MIN STEEL (A36 MIN) OR ALUMINUM (6063-T5) OR PRODUCT APPROVED MUUSON PERIMETER SEALANT NOT BY LA FINESTRA 1/4' MAX SHIM .71 10 SEE SHEET 5 FOR ANOIOR TYPE AND SPACING. ••• • • •• • • • • • 2'x WOOD BUCK • • B.crrHERs crP.)• ••• 1/4• MAX SHIM •• ••• • • • • PERIMETER SEPIAIM•• • 1/4-20 SMS SCREWS MGT B' LA MAMMA GRADE 5 MIN. LOCATE A T 3' FROM ENDS AND 6' MAX. O.C. FOR THE BALANCE (TYP.) OPTIONAL GLAZING FRAME ADAPTOR HEADER INTO WOOD 6' •1'-0' ' ..,..' ;5 rSff SHEET 5 FOR ANCHOR TYPE AND SPACING. W4• FRAME ADAPTOR OPTIONAL GLAZING BED OF DOW CORNING 121 SILICONE i' I THICK HEADER INTO METAL 6' • 1'-0' R SEE SHEET.5 FOR ANCHOR Y' T>- • • • • TYPE AND SPACING.' . `'I ` %.1 ` .....0SE ....,, 11. HEH.NIIDD, 1 gENNq ''.. `ti No4654 ;.. NOTE: ^e^1 - WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 4.. A. IOR 1 MOOT OILY Uxa OLTOIRQ9RB7ER6L W 15- 5. 73 SCOLRI TS UNLESS NOTED 0 • L` i4 0 0 1/4" MAX SHIM PERIMETER SEALANT NOT BY LA FINESTRA 1/4' MAX SHIM O u BED OF DO CORNING 121 SILICONE }" 1/4-20 SMS SCREWS THICK GRADE 5 MIN. LOCATED A T 3' FROM ENDS AND 6' MAX. O.C. FOR THE BALANCE (TYP.) 9 0 O ul K LL 1 1 0 W 1/4" 2'x WOOD BUCK MAX SHIM BY OTHERS PERIMETER SEALANT NOT BY LA FINESTRA swim 3/4' 'ED OF DO; • CORNING 121 SILICONE }" THICK 3KSI MIN CONC. SEE SHEET 5 FOR ANCHOR SEE SHEET 5 FOR ANCHOR TYPE AND SPACING. SILL INTO WOOD 6' = 1'-0" 0 0 Ls, r-BED OF DOW 0 I CORNING 12i1 SILICONE } THICK nI is T ► �IIU, 3/4, PERIMETER SEALANT NOT BY LA FINESTRA }" THICK MIN STEEL (A36 MIN) OR ALUMINUM (6063-T5) OR PRODUCT APPROVED MULLION SEE SHEET 5 FOR ANCHOR TYPE AND SPACING. SILL INTO METAL 6' = 1'-0' TYPE AND SPACING. SILL INTO CONCRETE • • 000 • • • • • • • • • • • • • • • 6' = 1'-0" • 000 • • • • • . • • • • • • • • • . • . • • • • • • •. • • • • . . • •• • • • • • • ••• • •• • ••• • NOTE: WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. g § j Ik (1)„ LLJ o g m C W wg g e2 15-2573 SCUM NTBUNLESS NOTED 4434 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • 2"x WOOD BUCK BY OTHERS SEE SHEET 5 FOR ANCHOR TYPE AND SPACING. BED OF DOW CORNING 121 THICK SILICONE i' 17. EXTERIOR DLO. R.O. 1 7/8' MAX SHIM •. • • • • • .•. • . ..• . •.• •• • •• • • • •• •• •. •• • . • •••• •. •• • •. • •. •• • • ...•.. • • • 3M8I CONC. • •• • • • SEE SHEET* FORMINCHOR TYP(•ANI SPACING. t BED OF DOW L ° : --r CORNING 121 SILICONE i" THICK �nrt PERIMETER SEALANT NOT BY LA FINESTRA .. JAMB •a INTO WOOD 6' - 1'-0' 3 3/4'- 15/8' r 4-4 J 1 BED OF DOW CORNING 121 SILICONE i" : THICK 0 0 /4" 1. ...EXTERIOR t 3/4' DLO. 1 7/8' F.S. R.O. MAX SHIM • • • • • • • • • • • • • • • • • • PERIMETER SEALANT NOT BY LA FINESTRA JAMB INTO CONC 6' - 1'-0" 3y' POWERS WEDGE BOLT WITH 3' — EMBEDMENT INTO 2KSI MIN CONCRETE AND 3" MIN EDGE DISTANCE. SPACING AS SHOWN ABOVE. *14 WOOD SCREWS WITH 1" EDGE DISTANCE 1 r/i' EMBEDMENT INTO SYPi2 MIN WOOD BLOCKING/ SPACING AS SHOWN ABOVE -1A.1 "")v1 1/4-20 SMS SCREWS GRADE 5 MIN. LOCATED AT3"FROM ENDS AND 6' MAX. O.C. FOR THE " BALANCE (TYP.) SEE SHEET 5 FOR ANCHOR TYPE AND SPACING. EXTERIOR -I 3/4' DLO. 1 7/8•. F.S. . C.L 4 3/4" 1 7/8' F.S. - 3/16' C.L EXTERIOR DLO. VERTICAL INTERMEDIATE DETAIL 6' - 1'-0" WOOD ANCHORING small mull a 3 3/4' -• 5/8• 2 1/2' `"1.T C-P',l d6a � .y } N~• O BED OF DOW CORNING 121 SILICON* THICK i" THICK MIN STEEL (A36 M IN) , OR ALUMINUM (6063-T5) OR' PRODUCT APPROVED MULLION SEE SHEET 5 FOR ANCHOR TYPE AND SPACING. BED OF DOW CORNING 121 SILICONE THICK EXTERIOR 3/4' } DLO. 1 7/8' F.S. R.O. MAX SHIM PERIMETER SEALANT NOT BY LA FINESTRA JAMB INTO METAL 6" ELCO DRILLFLEX OR BETTER INTO "— STEEL (A36 MIN) OR ALUMINUM (6063-T5 MIN) WITH 1' EDGE DISTANCE AND SPACING AS SHOWN ABOVE 1/4-20 SMS SCREWS GRADE 5 MIN. LOCATED A T 3' FROM ENDS AND 6' MAX. O.C. FOR THE .... - BALANCE (TYP.) SEE SHEET 5 FOR ANCHOR TYPE AND BED OF DOW SPACING. CORNING 121 SILICONE THICK EXTERIOR DLO. C.L. 3/4" t EXTERIOR 17/8" DLO. F.S. 3/16' C.L 4' VERTICAL INTERMEDIATE DETAIL 6" - 1•-O' CONC ANCHORING small mull Hr EXTERIOR DLO. r sfir o rr L 1 O iii rl V 3/4" - 1 7/8" F.S. 1/4-20 SMS SCREWS GRADE 5 MIN. LOCATED A T 3' FROM ENDS AND 6' MAX. O.C. FOR THE BALANCE (TYP.) SEE SHEET 5 FOR ANCHOR TYPE AND SPACING. 43/4" EXTERIOR 1 7/8' DLO.. . F.S. 3/16' C.L } C.L 4 1 VERTICAL INTERMEDIATEDETAIL 6' - 1•-0• METAL ANCHORING small mull C 1 2 comma Nrmaym. caress• `F 15-2573 •WBNTS WILM• NOTED P027645 FRAME I- LARGE MULLION D FRAME SIZE —D.L.O. t NA-f ♦ ♦ ♦ l0• r MAX.f V v v v v v a d ► ► D D D OPP. 4 A A D.LO. = FRAME SIZE - 2 3/6" ANCHOR TYPES --a THRU-BOLT WITHFENDER WASHERS AND NUT . %6" ULTRACON BY ELCO (Fu=177 KSI Fy= 155 KSI) WITH 1 %" MIN. EMBEDMENT INTO 3000 Psi. CONCRETE MIN. AND 2 3/16' MIN. EDGE DISTANCE. . 1/4-20 SMS SCREWS GRADE 5 MIN. (Fu= 120 KSI Fy= 155 KSI) WITH 5 PINCHES MIN. PASS THE THREAD PLANE AND 1" MIN. EDGE DISTANCE INTO )5 MIN. THICK ALUMINUM (6063-T5 MIN.) OR I/g' MIN THICK STEEL (A-36 MIN.) 3116 ULTRACON BY ELCO (Fu=177 KSI Fy= 155 KSI) INTO 2BY WOOD BUCK (SYP#2 G= 0.55 MIN) WITH 1 i4" MIN. ENGAGEMENT INTO WOOD AND 1" MIN. EDGE DISTANCE. 1 1 1 1 1 1 1 1 OPTIO (P027 AND JAM A NAL EXTENSION 646) AT HEAD/SILL BS MULLION SPACING MULLION SPACING FRAME SIZE FRAME SIZE D.L.O. D.L.O. t-MAX. V V rfi� .t v v v 12• 6 f V ♦ v v v 6" ir 6 LNA1f. f ♦ ♦ V ♦ f Hr. .f v v v v v v W I. o x D I.f �D 1-► D `". 2 D 1- ► D Ul P.C. O W J Q K 0 ► D W c e _-. 6. MAX —a —a _a_T ___1_ —a —a -a D ► D ► D IA tI /`D OPP. --a — 0 9 —a —a —4 /NA%. D.L.O. = FRAME SIZE - 5 % •• •• • • • • • •• • • • • • • • I PIGgt ELE�AIiQIOS i i • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • ••,• • •• • • • • • •i* • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • A A A A 0 0 D.L.O. = FRAME SIZE - 2 414" a 1 4 1 1 NOTE: SIZES ARE THE MAXIMUM ALLOWED UNLESS ADDRESSED SEPARATELY UNDER SITE SPECIFIC ENGINEERING PER FLORIDA BUILDING CODE 2411.3.2.4 1710.3.1 NOTE: FOR PRESSURES USING TESTED MULLIONS SEE CHARTS ON SHEETS 15, 16. 17 • .a. D.LO. - FRAME SIZE - 3 4(I' • • • • • ••• • • •. •• •• • • •• •• • • • • • • • • • • • • • . ••• • • • • • •• •• • •• •• •• • • • • • • • • • • • • • 7013 9EAME -.LAR E•MULION THRU-BOLT WITHFENDER WASHERS AND NUT .. ✓ 3(a• ULTRACON BY E :0 (Fu-177 KSI Fy- 155 KM) WITH 1 MIN. EMBEDMENT INTO 3000 Psl. CONCRETE MIN. AND 2 3is• MIN. EDGE DISTANCE. . 1/4-20 SMS SCREWS GRADE 5 MIN. (Fs. 120 KSI Fy- 155 KSI) WITH 5 PINCHES MIN. PASS THE THREAD PLANE AND 1' MIN. EDGE DISTANCE INTO i(I" MIN. THICK ALUMINUM (6063-T5 MIN.) OR• MIN THICK STEEL (A-36 MIN.) . si(s' ULTRACON BY E CO (FU-177 K51 Fy- 155 KSI) INTO 2BY WOOD BUCK (SYP•2 G. 0.55 MIN) WITH 1 y PUN. ENGAGEMENT; „, i INTO WOOD AND 1' MIN. EDGE DISTANCE. 1 1) '• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. . ,..' • •S ••-• • • • • • • • • • • • • MULLION SPACING MULLION SPACING • • • FRAME SIZE FRAME SIZE — • • • • • • • • • • • �r'rD.LO. D.LO. • • • • • s• s. • • t. • • • t. • • • • ► • ► • • 0 MAX TYPICAL ELEVATIONS • AA • D.LO. - FRAME SIZE - 3 %(I' NOM SDS ARE M MAIO RIN ALLOW® MUSS ADONBSED SEPAMTUY UNDER sire SPECIFIC OIODNEEIOIC PER MOSIDA SUOD111 CODE 74113.2.417103.1 NOTE: _ a FOR PRESSURES USING TESTED MULLIONS SE CHARTS ON SHEETS 15, 16 . 17. z meta: bet RP4 0 J • Zz° 5 2 4 s os-a:ar Fro comma • 15-2573: _ UG/2INTS UNLESS NORW S4 9 1 MU WON DESIGN CAPACITY (PSF) NOMINAL D*IS LARGE NON-REINF WIDTH HEIGHT LARGE REINFORCED p)PAF. HPAF. 0)IAF. HP*P. 36" +120 -120 +120 -120 42* +120 -120 +120 -120 46" +120 -120 +120 -120 4135' +120 -120 +120 -120 54' +120 -120 ♦120 -120 6025' +120 -120 +120 -120 62375* +120 -120 +120 -120 66" +120 -120 +120 -120 7r +120 -120 +120 -120 7r +120 -120 +120 -120 SY' +120 -120 +120 -120 90' 45* +120 -120 +120 -120 96* +120 -120 +120 -120 102" +120 -120 +120 -120 1p8' +120 -120 +120 -120 — 114 +120 -120 +120 -120 12.0' +120 -120 +120 -120 +120 -120 +120 -120 132' +120 -120 +120 -120 13,— +120 -120 +120 -120 —fir +120 -120 +120 -120 +120 -120 +120 -120 —156r +120 -120 +120 -120 35' . +120 -120 +120 -120 42• +120 -120 +120 -120 46• +120 -120 +120 -120 48.5* +120 -120 +120 -120 54• +120 -120 +120 -120 6025" +120 -120 +120 -120 62375' +120 -120 +120 -120 66' +120 -120 +120 -120 72' +120 -120 +120 -120 7r +120 -120 +120 -120 84' +120 -120 +120 -120 90' +120 -120 +120 -170 96' 54" +120 -120 +120 -120 102' +120 -120 +120 -120 108' +120 -120 +120 -120 114' +120 -120 +120 -120 120' +120 -120 ►120 -120 326' +120 -120 +120 -120 132' +320 -120 +120 -120 138' +120 -120 +120 -120 144 +120 -120 +120 -220 150' +120 -120 +120 -120 156' +120 -140 +120 -120 MULLION DESIGN CAPACITY (P8F) NOMR+IAI. DIMS LARGE NON-REINF LARGE REINFORCED WIDTH HEIGHT pyres. Hem. INP$F. * .s*. 36• +120 -120 +120 -120 4r +120 -120 +120 -120 45' +120 -120 +120 -120 465• +120 -120 +120 -120 54• +120 -120 +120 -320 60.25' +120 -120 +120 -120 62375' +120 -120 +120 -120 66' +120 -120 +120 -120 7r +120 -120 +120 -120 7W +120 -120 +120 -120 84• +120 -120 +120 -120 90' 60' +120 -120 +120 -120 96' +120 -120 +120 -120 102' +120 -120 +120 -120 108• +120 -120 +120 -120 114' +120 -120 +120 -120 120• , +120 -120 +120 -120 126' +120 -120 +170 -120 112• +120 -120 +120 -120 138' +120 -120 +120 -120 144• +120 -120 +120 -120 150' +120 -120 +120 -120 156• +120 -120 +120 -120 36' 42" 46• 495• 6025' 62375' 66" 72' 78' 84' 90' 96- 102" 108" 114' 120' 126' 132' 144• 150• 156' 66' +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 MULLION DESIGN CAPACITY (PSF) NOMINAL GINS LARGE NON-REINF LARGE REINFORCED WIDTH He0NT p )P3F. 4-MAW. (y►.v. OW 36• +120 -120 +120 -120 42' +120 -120 +120 -120 46' +120 -120 +120 -120 4435• +120 -120 +120 -120 55* +120 -120 +120 -120 6025' +120 -120 +120 -120 62375• +12D -120 +120 -120 66' +120 -120 +120 -120 7r +120 -120 +120 -120 7r +120. -120 +120 -120 84• .. +120 -120 +120 -120 90' 7r +120 -120 +120 -120 96• +120 -120 +120 -120 102• +120 -120 +120 -120 +120 -120 +120 -120 114' +120 -120 +120 -120 120' +120 -120 +120 -120 126' +120 -120 +120 -120 132 +120 -120 +120 -120 +120 -120 +120 -120. —ri'_ +120 -120 +120 -120 +110 -140 +120 -120 —155*r +120 -120 +120 -120 36' 42- 46- 485- 54' 6025• 62375' 66" 72' 78• 84" 96' 1010 10r 126' 132' 156 78• +120 -120 +120 -120 +120 -120 +120 -120 +110 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -120 +120 -116 +120 -120 +120 -114 +120 -120 +120 -112 +120 -120 +120 -110 +120 -120 +120 -110 +120 -120 +120 -110 +120 -120 +120 -110 +120 -120 +120 -110 +120 -120 +120 -110 +120 -120 +120 -110 +120 -120 +120 +120 +120 +120 +120 +120 +120 +140 -110 -110 -110 -110 -110 -110 -110 -110 +120 +110 +120 +120 +120 +120 +120 +120 -120 -120 -120 -120 -120 -120 -120 -120 4.1 • •• • •• .--• • • • • • •• . I • • • • • • • • •• • • • •• • • • •• • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • MULLION DESIGN CAPACITY (PSF) NOMINAL DIMS LARGE NONIREINF LARGE REINFORCED WIDTH HEIGHT py►AF. (9P0F. 0,00F. Hr .F. 36' +110 -120 +120 -120 42. +120 -120 +120 -120 46' +120 -119 +120 -120 48.5" +110 :115 +1200 -120 54' ♦110 -109 +120 -120 6025' +120 -103 +120 -120 62375' +120 401 +120 -120 66' +120 -99 +120 -120 7r +120 '-47- - - +120 - ..-120 - 78• +120 -95 +120 -120 84• +120 -95 +120 -120 90' 64• +120 -95 +120 -120 96' ♦120 -95 +120 -120 102" +120 -95 +120 -120 108' +120 -95 +120 -120 �— +120 -95 +120 -120 120' +120 -95 +120 -120 126' +120 -95 +120 -120 132' +120 -95 +120 -120 --- lap +120 -95 +120 -120 144' +120 -95 +120 -120 —Sir— ♦120 -95 +120 -120 156' +120 -95 +120 -120 W1 W2 WIDTH - W1+W2 2 NOTE FOR ALLOWABLE PRESSURES THE LOWEST PRESSURE RATING OF MULLION AND F003) WINDOW SHAD. APPLY. EL 1 1 1 i 15-2573 IC AL0INT• UNLESS NOTED TO • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • - • • • • • 1 r MU WON DESIGN CAPACITY (PSF) NOMINAL DIMS LARGE NON-REINF LARGE REINFORCED WIDTH HEIGHT ('IPSF. (-)PSF. (NPSF. (+v.s.P. 36" +120 -120 +120 -120 42" +120 -115 +120 -120 46' +120 -108 +120 -120 48.5" +120 -105 +120 -120 54" +120 -98 +120 -120 60.25" +120 -93 +117 -117 62.375' +120 -91 +115 -115 +120 -89 +113 -113 72" +117 -86 +109 -109 .78' +114 -84 +106 -106 84" +112 -83 +105 -105 ---.-90" - 90' +112 -82 +105 -105 96" +112 -82 +105 : -105 102" , +112 -82 4-105 -105 108" I +112 -82 +105 -105 114" +112 -62 +105 -105 120" +112 -82 +105 -105 126" • +112 -82 +105 -105 132" ., +112 -82 +105 -105 138" +112 -82 +105 • -105 ; 1�44 4-112 -82 ..105 -105 150" +112 -82 +105 -105 1.r-- +112 -82 +105 -105 • 36" +120 -119 +120 -120 4 46" +120 -99 +120 -120 . ,.E• 1. „_ .'818.4, 439 54" +120 -90 .+114 -114 60.25' +114 -84 +107 -107 62.375" +112 •43 +106 -105 66" +109 -80 +102 -102 - - 72" _ +105 -77 +98 -98 78" +102 -75 .+95 -95 84" +100 -73 •+93 -93 90' , +99 -73 +92 492 96" +98 -72 +92 -92 102 +98 -72 +92 : -92 108" +98 -72 .+92 -92 1- +98 -72 +92 -92 120" +98 -72 +92 -92 126"- , +98 -72 ,+92 -92 -13r -- ,+98 -72 +92 -92 138' - ,+98 -72 +92 -92 —144' +98 -72 +92 -92 +98 -72 ,+92 -92 -156'r +98 -72 ++92 -92.. _ ... • • • .•• • • • •• .• • • • •• •• • . • . • •. •. •• •• • • • • •• • •••• •• • • • • • . • • •• •• •• • • • • •• • •• • • • • • • MULLION DESIGN CAPACITY (PSF) • • • • NOMINAL DIMS • • LARGE NON-REINF URGE Rt NFORCIL • • WIDTH HEIGHT (")P.EF. (-IPSF. (•)P.S.P. 4/P.BF.• 36" +120 -110 +120 • -120 • 42" +120 -98 +120 -120 46" +120 -92 +117 -117 48.5' +120 -88 +112 -112 54" +112 -82 +105 *-;Oa 6025' +105 -77 +98 48 62.375" +103 •75 +96 • -96 66" +99 -73 +93 -I' .- 72" ' . • +95 . -70 , +89 7. 78" or +92 . -68 +86 •-86 rye 84" a +90 . -66 +84 -84 '190" 102" 4 ,+88 -65 ! -+82 -82 :96" • •+87 r 64 • +82 -82 • 102" 1 +87 -64 , +81 -. 41 • t 408" , +87 . 64 +81 -81 •;114". .r+87 -64 +81 41 +120" L . +87 r 64 +81 •r-81 12... , *87 -64 , - +81 -81 �13 -- ) •.*87 44 - •+81 -81 138 I , +87 -64 , +81 -81 , 1 - . +87 , 44 , , +81 .41 137— •+87 -64 +81 r -81 156' +87 -64 +81 -81 36' ) • +120 -103 +120 -120 42" • +120 • -91 +116 •-116 46" +116 . -85 +108 -108 '48.55 +112 . 42 +104 -104 54" fI • +104 + =76 ++97 • -97 60.25" +96 • -71 ' +90 -90 62.375" • +94 -70 +88 + 48 66' +91 -67 +85 45 r 72- +87 -. -64 +82 -82 4-78" +84 -62 +79 --79 tc 84' I *82 -60 , +76 -76 .+90" 108" c . +80 • -59 : +75 , -75 r.96" . +78 -58 +73 -73 ,102" I ,..(+78 . -s7 +73 .• -73 1:108" , +78 , -57 , +72 -72 114" ". +78 ,,-57 +72 -72 .,120" ) r+78 47 +72 -72 122 f , +78 • -57 • +72 -72 i E332x --t .,+78 - -57 +72 -72 138 - • .+78 , • -57 , +71 -72 1�44 I •.+78 , -57 +72 -72 150" , +78 -57 +72 -72 156 .-+78 -57 .+71 -71 , p 4 sa d 01. • • •• • •• 1 • • • .114.,LioN O4IGN'CN rw (PSF) p_ _ PM, DNS 4 • • • • • • • URGE plION4DNi LARGE REINFORCED Y D13S YEK14fi (,)PSF. ; (-)P.�. ()PS.F. (t)P.S.F. 36' +120 -97 +120 -120 42' +116 -85 +108 -108 46" +108 -80 +101 -101 pp_' 8 " • • +iO4 4 • -77 +97 -97 • for • • • • .46 •71 +90 -90 • 8825• • • • .10 • '-• -66 +84 -84 !•1--75•- by�'"" � • • • • • • • -64 r82 42 • • • • +85 •• 462 +79 -79 t- +81 -59 ; +75 -75 T ^ 78" ~ +77 ... -57 • +72 -72 v 84 { +75 -• -55 +70 --70 r•, 90" 114' :- +73 . -54 . +68 .. -68 96" . +71 -52 ; -4-67 -67 _102 • • +70 , -51, -+66 -66 "rio8" .- +69 -51 +65 - •65 • - 114' . • +69 7 -50 +65 -65 1120" +69 , -50 +65 65 L6"— -' +69 -50 . +65 -65 ' 132" a +69 • -50 4 +65 •- -65 135"' . +69 - -50 • +65 -• -65 r 1Ar +69 a -50 +65 • . -65 +69 1,-50 + +65 ;i-65 156" •- +69 r-50 . +65 -65 36' , +120 -91, • +115 .• -115 42' +109 • -80 +102 -102 46" +101 . -75 . +95 -95 4&5" +97 -72 +91 7 -91 • 54" I +90 -66 . +84 .:.-84 •.60.25" II:+84 • -61• +78 -` -78 62375" _ ' ":+82 • •. -60 +76 -76 66" +79 -58 +74 -74 72" . +74 _-55 . +70 , -70 . 78" , - +70 -52 +67 -67 .84' +67 r. 49 ♦64 •- -64 r," 90" .+64 . -47 . +63 -63 96" 120" +62 -46 . 4 +61 -61 •.., 102' - +61 -•-45 • 4+60 •.. -60 ••-108" - +60 -44 •+59 -59 , 114' - +59 43 +59 •.-59 120' .r +59 n -43 +59 -59 —TN-- * +59 , - -43 +59 -59 - 132' +59 r,r-43 .. +59 -59 I - 138" - • ' +59 - -43., . +59 --59 146 - . y +59 , •-43 -+59 <4-59 150" •+:+59 -•, -3 • . +59 -59 156" •+59 .-. -43 . +59 ",-59 i• r '3 _ T + . " MULLION DESIGN CAPACfTY (PSF) NOMINAL DIMS • - LARGE NON-RDNF URGE REINFORCED WIDTH HEIGHT (•)PSl. HPSF..• (HPSF. (-)PSF 36" ' +120 -89 +113 -113 42' +106 -78 +99 -99 46' +99 -73 +93 -93 48.5" +95 -70 +89 -89 54" +88 -65 +82 -82 60.25" .+81 -60 +76 -76 62.375" ti "+80 -59 +74 -74 66" +76 "•-56 "• +72 -72 72" +71 -52 - - - +68 - -48 78" +67 -49 +65 -65 84" +64 47 +62 -62 90' 122.375' +61 -45 +61 -61 1 96" +59 -44 +59 -59 - 102" +58 -42 +58 -58 108 +57 -42 +57 -57 +56 • -41 *57 -57 120 +55 -41 +56 -56 1 +55 -41 +56 -56 132 +55 -41 +56 -56 138" +55 -41 +56 -56 —;Q'r +55 41 *56 -56 —Sr-+55 -41 +56 -56 —3Sr-. +55 -41 +56 --56 W1 W2 •'.7 - +t, WIDTH =-77 1 , ) • NOTE: FOR ALLOWABLE PRESSURES THE LOWEST PRESSURE RATING OF MULLION AND FIXED WINDOW SHALL . +17 it at' igi a 5 84 1 • cannon. e"m.ecm" Mini • 15-2573 '4 SCALE:MI UNLESS NOTED 4 i:-� 34 1 • MULLION DESIGN CAPACITY (PSF) NOMINAL DIMS LARGE NON-REINF LARGE REINFORCED WIDTH HEIGHT (')P.6.F. (-)PSF. (")P9.F. (4P8.F. 36" 4117 -86 +109 -109 . 42' +102 -76 +96 -96 46" +94 -70 +89 -89 48.5" +89 -67 +86 -86 54" +82 -61 +79 -79 60.25" +74 -56 +73 -73 62.375" +72 -54 +71 -71 66' +69 -52 469 -69 72" +65 -49 +65 -65 78" +61 -46 +62 -62 84" +58 -44 +60 -60 90" 126" +56 -42 +58 -58 96" +54 -40 +56 -56 102" +53 -39 +55 -55 108" +52 -38 +54 -54 114" +51 -38 +53 -53 120" +51 -37 +53 -53 126" +50 -37 +53 -53 132" +50 -37 +53 -53 1�38 +50 -37 +53 -53 144" +50 -37 +53 -53 150" +50 -37 +53 -53 1S6"— +50 -37 +53 -53 36" +102 -76 +103 -103 42" +88 -66 +91 -91 46' +81 -61 +84 -84 48.5" +77 -58 +81 -81 54" +70 -53 +75 -75 60.25" +64 -48 +69 -69 62.375" +62 -47 +67 -67 66" +59 -45 +65 -65 72" +56 -42 +61 - -61 78" +52 -39 +58 -58 84" +50 -37 +56 -56 90" _ 132" 448 -36 +53 -53 96" +46 -34 +51 -51 1�02 445 -33 +49 -49 108" +44 -33 448 -48 114 443 -32 +47 -47 120" 442 -32 446 -46 1266 +42 -31 +46 -46 132" +42 -31 446 -46 138" +42 -31 +46 -46 144" +42 -31 +46 -46 150" +42 -31 +46 -46 15b" +42 -31 +46 -46 MULLION DESIGN CAPACITY (PSF) NOMINAL DIMS LARGE NON-RDNF LARGE REINFORCED WIDTH HEIGHT (h P.sF. I+Pa+, (yvaF. (-)PSF. 36" +89 -67 +98 -98 42" +77 -58 +86 -86 46" +71 -53 +80 -80 48.5" +67 -50 +77 -n 54" +61 -46 +70 -70 60.25" +56 -42 +65 -65 62.375" +54 -40 +63 -63 66" +52 -39 +61 -61 72" +48 -36 +56 -56 78" 445 -34 +53 -53 84' +43 -32 +50 -50 90" 138" +41 -31 448 -48 96 +39 -29 +46 -46 102" +38 -29 +44 -44 108" +37 -28 +43 -43 114" +36 -27 +42 -42 120" +36 -27 +41 -41 126" +35 -26 +40 -40 132 +35 -26 +40 -40 1�38 +35 -26 +40 -40 144" +35 -26 +40 -40 150' +35 -26 +40 -40 156" +35 -26 +40 -40 36" +78 -58 +93 -93 42' +67 -50 +82 -82 46" +62 -46 +76 -76 48.5" +59 -44 +73 -73 54" +53 -40 +66 -66 60.25" +49 -36 +60 -60 62.375" +47 -35 +58 -58 66" +45 -34 +55 -55 72" +42 -31 +51 -51 78 +39 -29 +48 -48 84" +37 -28 +45 -45 90" 144" +35 -27 +43 -43 96' +34 -25 +41 -41 102` +33 -25 +40 -40 1a"— +32 -24 +39 -39 114 +31 -23 +37 -37 120" +30 -23 +37 -37 126" +30 -22 +36 -36 1 " +30 -22 +36 -36 138" +29 -22 +35 -35 —T44" +29 -22 +35 -35 —mow— +29 -22 +35 -35 156" +29 -22 _ _435 _ -35 • • • •• • • • OOOOOO • • • . • . • • •. .•• .• . . • •• W1 W2 • .•• . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • •• • ••• • WIDTH - �M1411.1TOCEDxeme W1+W2 2 vT $00" BENNq lB8NR00. P.E NOTE FOR ALLOWABLE PRESSURES THE LOWEST PRESSURE RATING OF MULLION AND FIXED WINDOW SHALL APPLY. • ha*. , lip ti$$W . 1/111 bti■r gt 15-2573 •p80 MT• M636S NORM • • • • • • • • • • • • • • • • • • ••• • • • • • • • • "• • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • • • • • ••• • • • •• • • • •• •. • . •• •• •• •• • • • ••• . • • • • •. . •• •• •• • •• •• • • • • •• PERIMETER SEALANT NOT BY LA FINESTRA 1/4" MAX SHIM 1 77, i" THICK MIN STEEL. (A36 MIN) OR ALUMINUM (606345) OR PRODUCT APPROVED MULLION PERIMETER SEALANT NOT BY IA FINESTRA 1/4... MAX SHIM SEE SHEET 13 FOR ANCHOR TYPE AND SPACING. • • • ••• • 2'x WOOD BUCK • • BY OTHERS SEE SHEET 13 FOR ANCHOR TYPE AND SPACING. Aril 40 -tl T�P� B] — HEADER INTO-METAL- 6' -1'-0' •• ••• • • • • • • •• • • • • • • 1/4' MAX SHIM •• ••• • • • •• • • _ • • RI PEMETER SEALANT• • NOT BY LA FINESTRA • o IA 1.. K u O PERIMETER SEALANT NOT BY LA FINESTRA ;at, SEE SHEET 13 FOR ANCHOR TYPE AND SPACING. 3KS1 MIN CONC - HEADER INTO CONCRETE 6' - 1'-0" 2'x WOOD BUCK BY OTHERS .; 1/4' MAX SHIM APPLY LOCTITE PL S40 POLYURETHANE SEALANT SEE SHEET 13 FOR ANCHOR TYPE AND SPACING. "i" ?ette:"...ENS A..6� *i No. • S "o STATE OF (ORS •:Q`'lJ `'" Z W• 'WI Ulm HEADER INTO WOOD W/ EXTENSION (OPTIONAL) 6' = 1'-0' -c NOTE: w. WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 PERMIT OILY LI O. Y•N•OR•YEHI1EIL J'', gga a 1 a a ' 15-2573 _ • 1/4' MAX SHIM O ul Qg d LLG PERIMETER SEALANT NOT BY LA FINESTRA a• TUCK MIN STE3. (A36 MIN) OR ALUMINUM (6063-TS) OR PRODUCT APPROVE) MULLION TYPE AND SPACING. SILL INTO WOOD 6' a i'-0" 2"x WOOD BUCK BY OTHERS SEE SHEET 13 FOR ANCHOR TYPE AND SPACING. SILL INTO METAL 6" = 1'-0" 1/4" MAX SHIM PERIMETER SEALANT NOT BY LA FINESTRA SEE SHEET 13 FOR ANCHOR TYPE AND SPACING. 3KSI MIN CONC. SILL INTO CONCRETE 6" - 1'-0" • • • •• PERIMETER SEALANT • •NO1 BMA FINES -MR • • • • • • • r 2. WOOD BUCK BY • • • • • OTHERS. SEE SHEET 13 FOR ANCHOR TYPE AND SPACING. • APPLY LOCTITE PL S40 POLYURETHANE SEALANT 1/4" MAX SHIM SILL INTO WOOD W/ EXTENSION (OPTIONAL) = 1'-0" • • • • • • • • • . • • . . • • . • . • • • • • • • • . • .. • . . • • • • •• • • • • • • • • • • •• • •• "•— . —• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • NOTE: WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 15-2573 SCALE:NT• uMEe NOTED Io �g J 2 3/4" 3/4"1• ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • 0046 • • • • 4000 • • ••• • ••• ••• 1f—• •-71/2• • •• • • • • • • • • • • • N<14 WOOD SCREWS W••• • • • WITH I" ED*E • • • •• • • DISTANCE 1 i4" EMBEDME INFO • • •. • • • SYP4P2 MIN WOOD BLOCKING/ SPACING AS SHOWN ABOVE a _ .4% REINFORC 34MT - SEE CHARTS FOR REINFORCEMENT REQUIREMENTS. SEE SHEET 13 FOR ANCHOR C : TYPE AND SPACING. VERTICAL INTERMEDIATE DETAIL 6" - 1'-D• WOOD ANCHORING NON-REINF. + REINF. 2 3/4" 1 1 a 2 3/4• WW 346 ELCO DRILLFLE( OR BETTER INTO i(" STEEL (A36 MIN) OR ALUMINUM (6063-T5 MIN) WITH 1" EDGE DISTANCE AND SPACING AS SHOWN ABOVE VERTICAL INTERMEDIATE DETAIL 6• ` 1'-0"' METAL ANCHORING NON-REINF. + REINF. %" POWERS WEDGE BOLT, WITH 3" EMBEDMENT INTO 2KSI MIN CONCRETE AND 3" MIN EDGE DISTANCE. SPACING AS SHOWN SEE SHEET 13 FOR ANCHOR .TYPE AND SPACING. _=1`� VERTICAL INTERMEDIATE DETAIL 6• 1'-0• CONCRETE `^" • NON-REINF. `+ _ REINF. + UNITIZED NOTE: _ ..,- WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND 4 TRANSFER THEM TO THE BUILDING STRUCTURE. _ PERIMETER SEALANT NOT BY LA FINESTRA 1/4' MAX SHIM i" THICK MIN STEEL (A36 MIN) OR ALUMINUM (6063-75) OR PRODUCT APPROVED MULLION PERIMETER SEALANT NOT BY LA FINESTRA 1/4' MAX SHIM O Vi SEE SHEET 14 FOR ANCHOR TYPE AND SPACING. BED OF DOW CORNING 121 SILICONE THICK 2`x WOOD BUCK BY OTHERS OPTIONAL GLAZING FRAME ADAPTOR HEADER INTO WOOD SEE SHEET 14 FOR ANCHOR TYPE AND SPACING. OPTIONAL GLAZING FRAME ADAPTOR J BED OF DOW CORNING 121 SILICONE i" THICK HEADER INTO METAL PERIMETER S NOT BY LA FINE 1/4' MAX S • •• • • • • • • • • •• • • • • •• • • • • • •• • • • •• SEE SHEET 14 FOR ANCHOR TYPE AND SPACING. 3KSI MIN CONC, J OPTIONAL GLAZING FRAME ADAPTOR HEADER INTO CONCRETE 6' = 1'-0" • • • • • • • • • • • • • • • • • • • • • • • • • • + • • •• • • • • • • • •• • • • • • • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • `• `,,g1I1tIIlgf,,,�' BENry,�/MARCO,►E. tC,ENs' A No. Za... 201 • .''..y/O,NAti,old Z NOTE: WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. a 1 a a 0141110111. 15-2573 SCALE NTS UNLESS NOIED •P, 3 9 0 6 vi 1/4' MAX SHIM PERIMETER SEALANT NOT BY LA FINESTRA r 0 1/4" MAX SHIM PERIMETER SEALANT NOT BY LA FINESTRA ',17- BED OF DOW 4, flit-71 CORNING 121 ,, SILICONE I" THICK 2"x WOOD BUCK ,SEE SHEET 14 FOR ANCHOR TYPE AND SPACING. t;. SILL INTO 'WOOD 6" 1.-0" - , CORNING 121 SILICONE I" THICK 11 I 3/4" • 1" THICK MIN STEEL (A36 MIN). OR ALUMINUM (6063-T5) OR PRODUCT APPROVED MULLION A 'IF VA -• SEE SHEET 14 FOR ANCHOR : p TYPE AND SPACING. SILL INTOMETAL 6" • l'-0" • • • . • • • • • • • . • • • • • • • • • • • • • • . • • • • • . • . • • • • • • • • • • • • . • • • • '• • • • • • • • • • • • • • • • NO 1/4-20 SMS SCREWS GRADE 5 MIN. LOCATED A T 3" FROM ENDS AND 6" MAX. 0.C. FOR THE BALANCE (TYP.) • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • nI3ED OF DOW CORNING 121 SILICONE I" THICK 3KSI MIN CONC. SEE SHEET 14 FOR ANCHOR TYPE AND SPACING. SILL INTO CONCRETE 6" . l'-0" " r NOTE: - WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE.-. ;54 15-2573 SICALONTS UNLESS NIXED - : OF - 34 5 1/2" 2 3/4' 2 3/4' 3/4" 1"—{ ' ' I 1' 3/4" .., It i.i., 0 AiliCIA r a 0 EXTERIOR DLO. -3/4"Y 1 7/8" F.S. C.L #14 WOOD SCREWS WITH 1" EDGE DISTANCE 1 %" EMBEDMENT INTO SYP#2 MIN WOOD BLOCKING/ SPACING AS SHOWN ABOVE REINFORCEMENT - SEE CHARTS FOR REINFORCEMENT REQUIREMENTS. 1/4-20 SMS SCREWS GRADE 5 MIN. LOCATED A T 3" FROM ENDS AND 6' MAX. O.C. FOR THE BALANCE (TYP.) SEE SHEET 14 FOR ANCHOR TYPE AND SPACING. 4 3/4' EXTERIOR 1 7/8' DLO. F.S. 3/16" C.L. VERTICAL INTERMEDIATE DETAIL 6" = 1'-0" WOOD ANCHORING NON-REINF. + REINF. 1 7/8" F.S. 3/16' C.L "-1" 4 1/2" 2 1/2" 1 5/8 7570 4 1/2" I 2 1/2" BED OF DOW CORNING 121 SILICONE THICK REINFORCEMENT - SEE CHARTS FOR REINFORCEMENT REQUIREMENTS. 4 0 1/4-20 SMS SCREWS GRADE 5 MIN. LOCATED A T 3' FROM ENDS AND 6" MAX. O.C. FOR THE _ BALANCE (TYP.) %" POWERS WEDGE BOLT WITH 3" EMBEDMENT INTO 2KSI MIN CONCRETE AND 3" MIN EDGE DISTANCE. SPACING AS SHOWN ABOVE. 546" ELCO DRILLFLEX OR BETTER INTO Y6" STEEL (A36 MIN) OR ALUMINUM (6063-T5 MIN) WITH 1" EDGE DISTANCE AND SPACING AS SHOWN ABOVE REINFORCEMENT- SEE CHARTS FOR REINFORCEMENT REQUIREMENTS. 1/4-20 SMS SCREWS GRADE 5 MIN. LOCATED A T 3" FROM ENDS AND 6' MAX. O.C. FOR THE BALANCE (TYP.) EXTERIOR DLO. 3/4" 1- 1 7/8" F.S. SEE SHEET 14 FOR ANCHOR TYPE AND ACING. C.L -+3/4" - EXTERIOR 1 7/8" DLO. F.S. 3/16" C.L. VERTICAL INTERMEDIATE DETAIL 6" = 1'-0" CONCRETE NON-REINF. + REINF. + UNITIZED VERTICAL INTERMEDIATE DETAIL 6"=.1'-0" METAL ANCHORING NON-REINF. + REINF. SEE SHEET 14 FOR ANCHOR TYPE AND • • • • • • • • • • • • SPACING. • • • • • • • •• • • • •• • • • •• • • • ••• • • • • • • • • . • . • • • . • . • • . • • • • •• . . • • • . • •• • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • ••. • • • • • • • • • • • • •• •• • • . •• • • • • • • • • • • • '��i F WCOP' ffigarre. W�o�LL ui wit NOTE: - WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. a 1 5 2 C 4 carrusw MGM.. COWS • 15-2573 •CAL! H1•UCE3$NOTED 3�6 20 0•Cca:no - •/7ryn Ian C:WNn 166416.2672LCtlfa FL•44. LMO ppa _ 1 z N � o gisZ4 t 11 II: ;24 !' In Oil • F. • �i N I F la: 1 13. Or •j saau aoHDNV 0 r 0 i m p cn " a I MIO 10. 0 r i W i1 EMI •i CI•m tD • ► ► T DAM ✓ V v v v.v v FRAME SIZE D.LO. v v v iM t v v v v v vv 6 0 A A 66 AAA A— A •A A A A £ 1 • r VVVVVVVVVV A 1 A1- A FRAME SIZE D.LO. t 4 �, A A IVY VVVVV V V v I -I q •• • • • • • • • • • • • •• •• • • • • • • • • • • • • ••.• • • • • • • •• .• • a D Cm • 3W V a1'Sti9LZOd C H M�1 N rn Q: •.• • • 1,1 4 4 4 NTIVJUE SKI 0Y31H6 RY4 • 88O Ri+ 12/IW16 IQ?I2 _ • JE• IR. OWN nwmin•n.wff•0•anr. 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MIR CERT Tr 0 > t. m T 7 c h;Z 2 3/8" 5/8"-1" -3/ #14 WOOD SCREWS WITH 1" EDGE DISTANCE 1 5i" EMBEDMENT INTO SYP#2 MIN WOOD BLOCKING/ SPACING AS SHOWN ABOVE BAR (A36 MIL . 2 3/8" 3 1/2 DLO. 1 3/16" -• F.S. ILO. e 3' TNRU-BOLT WITHFENDER WASHERS AND NUT. SEE ANCHOR SPACING ON SHEET 1 SILICONE SEALANT (TYP.) 5/8" 1/2" 1 3/16" DLO. F.S. R.O. JAMBS INTO MULLION 6" • 1'-O" WOOD ANCHORING UNITIZED 55,6" ELCO DRILLFLEX OR BETTER INTO 3(1," STEEL (A36 MIN) OR ALUMINUM (6063-T5 MIN) WITH 1" EDGE DISTANCE AND SPACING AS SHOWN ABOVE 2 3/8" 1" —• 4 1/2" �1" 2 1/2" N (1) 6" x 3i(5" STEEL BAR (A36 MIN) 4 1/2" 21/2' 1" 0 %" POWERS WEDGE BOLT WITH 3" EMBEDMENT INTO 2KSI MIN CONCRETE AND 3" MIN EDGE DISTANCE. SPACING AS SHOWN ABOVE. • "k • DID . 1 • 12/16" F.S.• • •• R •• • . (1) 6" x STEEL BAR (A36 MIN) • 131" • • • • • • 5/e" • L C THRU-BOLT WTHFENDER WASHERS AND NUT. SEE ACH••ER S•PAC�1G ON SHEET 1 ''' • ••INE SEALANT (TIP.) • • • • • DLO.--•—•- • • • • • F.S..—0-- • R • •• • DLO. #1 '3/16" -• F.S. R.O. 5/8" 0 0 W THRU-BOLT WITHFENDER WASHERS AND NUT. SEE ANCHOR SPACING ON SHEET 1 SILICONE SEALANT (TYP.) 1 3/16" DLO. F.S. R.O. JAMBS INTO MULLION 6" = 1'-0" CONCRETE NON-REINF. + REINF. + UNITIZED JAMBS INTO MULLION 6" = 1•-0" METAL ANCHORING UNITIZED NOTE: WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. .w1 g �• fl A Sry9 W 21 ginauit st 1 N4" w oW 6 ti 0 /CAM NT/UNE86 NOTED • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 • • • I •oi STATE 7. • . lRu /NLY 9®ITTiL ''''' /0 N AL, *14 WOOD SCREWS WITH 1' EDGE DISTANCE 1 3i• EMBEDMENT INTO SYP=2 MIN WOOD BLOCKING/ SPACING AS SHOWN ABOVE 2 3/8• -5/8•-1•—•- 0 0 0 0 0 0 (BM (A 36 N)13=1 2 3/8" O 0 O 0 O o 1 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • •••• • • • • • •• •• • •• •• •• •_• •,• • •• ••_• • • ••• _• • • • • • , • • • • • 1/4-20 SMS SCREWS GRADE 5 MIN. LOCATED A T 3' FROM ENDS AND 6" MAX. O.C. FOR THE BAWICEITVP.) Yj 1HRU-BOLT WITHFENDER WASHERS AND NUT. SEE -• 'ANCHOR SPACING ON SHEET 1 SILICONE SEALANT (TYP.) EXTERIOR-5/8" �- DLO. 1 3/4• F.S. R.O. 5/8• 4. }EXT7.— 1 31'. tl DLO. R.O. JAMB INTO -MULLION 6• - 1'-0" WOOD ANCHORING 1_ = .' 1"_ UNITIZED or1 r -! j i(•' ELCD DRILLFL EX OR BETTER INTO hi" STEEL (A36 MIN) OR ALUMINUM (6063-T5 MIN) WITH 1• EDGE DISTANCE AND SPACING AS SHOWN ABOVE 1/4-20 SMS SCREWS GRADE 5 MIN. LOCATED t A T 3• FROM ENDS AND `• •6• MAX. O.C. FOR THE -• BALANCE (TYP.) �. k n 2 3/8" O 1 •• • ' • • • • •• • • r • • • • ••• •'• • • .•-.• ••• •{;•• • • •• • • • •• •r • • •' • • • • • • • • -••••••••• • • • • • ••'it • ^t • • •• • 1 I-- ,• 2 " • 1 • • 1 •? . D Jt 2t r �� : 'SCE • • • •• • • • - 4 1/2" „ - (1) 6• x i(e• STEEL BAR (A36 MIN) - 4 1/2 21/2• 1•—' • •.. %" POWERS WEDGE BOLT WITH 3" EMBEDMENT INTO 2KSI MIN CONCRETE AND 3" MIN EDGE DISTANCE. SPACING AS SHOWN ABOVE. Q L (1) 6• x 3ie STEEL BAR (A36 MO V 1rv-: 0 O 0 MEN r0 0 t= nn EXTERIOR/ 5/B• ' DLO. 1 3/4• F.S. - - -R.O. 194' THRU-BOLT WITHFBIDER WASHERS AND NUT. SEE ANCHOR SPACING ON SHEET 1 SILICONE SEALANT (TYP.) EXTERIOR4 sir —DLO. 1 3/4" F.S. R.O. 5/8" 4wr ifXIERIOR 1 3/4• DLO.— F.S. R.O. 0 1/4-20 SMS SCREWS GRADE 5 MIN. LOCATED AT 3" FROM ENDS AND 6" MAX. O.0 FOR THE BALANCE (TYP.) * F. '9STATE A� °'...;;..ON mutt Kt" THRU-BOLT WITHFENDER WASHERS AND NUT. SEE ANCHOR SPIKING ON SHEET 1 SILICONE SEALANT (TYP.) C. 45/8• 13/4•- 5/8" TERIOR DLO. — F.S. RO. JAMB INTO MULLION 6• 12-0•CONCRETE NON-REINF. + REINF. + UNITIZED 5 JAMB INTO MULLION 6" - 1'-o•METAL ANCHORING r++,t. UNIIIZED I. c NOTE: WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA- MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. •u 11 ¢c6 W WW ZR Z W CMYUxa B•1®tiA �DN rn 0 «.4 nU.2 4 c et 151 IN W • r .4Q S a 2 2 'f 1111 mnwaxr eosmc coos • 15-2573 /10118140 UNLESS NOTED • 0.079 [2.0mm] E 0 0 -1.069 [27.2mm) r0.177 [4.5mm] 0.525 [13 mm] 0.602 [15.3mm] 0.697 [17.7mm] 0.711 [18.1mm] O P027642 I. 1.091 [27.7mm] 0.158 [4.0mm] 1 1.769" [44.9mm] f 0.059 0.280 [7.1mm] 1.667 [42.3mm] 0.429 [10.9mm] 0.697 [17.7mm] [0.181 [4.6mm] 0.839 [21.3mm] -0.477 [12.1mm] -0.169 14.3mm] © P027643 .-1.338 [34.0mm -1 R0.248 [R6.3mm] R0.098 [R2.5mm] O iP0276441 -0.241 [6.1 ] -{0.177 [4.5mm] OPTIONAL 0.059 E 0.059 - C 5.0591 c ® 7013 1897" [22.8mm]� ® P027643 0.877" [22.3mm] 0 0378 CORNER KEY ri o • ••* • • • m ••• 0 r 0.720 118.3mm] 0.098 - ® %' ALUM. TUBE 0.227 [5.8mm] ® GLAZING WEDGE GASKET 0.731 (18.6mm] 0.580 [14.7mm] 1_1.337 [34.0mm] ---. 0.970 [24.6mm] 2.511" [63.8mm] 2.452" [62.3mm] 0.059" • • • • •• • • • It -L l 0.765" [19.4mm) • • • • e.157" 11/ • • • . • • • • • •© 4293 • • • •• • .• TI 0.787" 0.393" 0.865" a';�" • • • 0.302" 6.136 • • � 0.130" • • • • ®P02764Ci • • •• • ••• • 3.313" [84.1mm] 1 } 0.125" [3.2mm] / / / / / / / / / 1 STEEL R NFORCEMENT Btp'' 0 ESTATE OF %•41e. 0RO*7 ...T.,, oNAI E 6 0409 CORNER KEY FOR ARCHITECTURAL SHAPES 1 P9i.T DWI MD. NN08pR888E81N1 PC.1 Z w W WW Zvc On. w 5 2 z n rho �tl�r11 mn.rwrt ecwsmo WPM • 15-2573 SCAM NTS UNLE88 NOTED -34 20 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.497 [63.4mm] •.• • • • ••• • .. •• •• • • • •• • • • •• •• •• • •• . • •.•• • • • •. . • ••. • . •• • • ••• • •• • . • • 0.118 0. 48 [19.omm .157 .748 [19.0mm] O P027569 1 11 •••_ • •• • ••• • • •• • • • •.�. • • • • • •• • • • • • • • • • • •; • • • • "*. • • _ • • • • • • •- • ••• • • •, • 11 • • 0 • • • • • • fd9.lyimj- •• • ,• • . • • • 3.778 [96.0mm] -• •. • •• • . • • ••• • • • •2.278[57.9mm] • • •• 14. Ir *! f co o 5 ® T' CUP (TOP VIEW) 1.505 [38.2mm] —1 1 {---1.505 [38.2mm] ® "T• CLIP (FRONT VIEW) • 0.750 [19.1mm] a1 L �� No. 465 � • ' ` ZO16 * �i•q®saaZ�a STATE OF ' 71.0011.111010110111BIONNIBL..�� m•'PEW 0n11•xo. �QNAI ENG io - s • r< • ' t Z wo w Z z w. 1111 alb iII comma mamma mom • -15-2573 '� 1 989 1 a d • 0.118 0. 48 [19.0mm t.748 [19.0mm] r.157 O P027570 y0.979 [24.9mm] t 3.766 [95.7mm] UU f O 2.295 [58.3mm] 0. 48 [19.0mm 157 ® P027570 • • • • • • • • • MODIFIED • en 360 (85.3mm] • • • •• • 0.750 (19.1mm] 5.500 [139.7mmj O O O O 2.304 [58.5mm] 0.642 0 125 0 125 ® 0.125" THICK ALUMINUM CLIP 4.559 [115.8mm] 2.500 [63.5mm] 2.304 (58.5mm] 2' LONG (TYP.) 1.000 [25.4mm] • •• • • •• ..• •• • • . •. • •.• . •- • • • • • • • . • • . • • . . • • • • • • •• • • • • • • • • • • • • • • • •.• • .• • ••• • `4 1/2"x 3"x 3.3" AWMINUM ANGLE (6063-T6)) " THICK. ® "ANGLE" CUP (TOP VIEW) -1.655 [42.0mm] 3.309 (84.1mm] pell.rr•tsu.r • m [ATE OF • e�� 691 �1181 1 5 a • q 15-2573 !CALM N 8tN E88 NOTED .34 • • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• 3 1 1 ••• • • • • •• • • • • • • ••• • • •• •• • •• • • ••• • • • •• • ••• • •• • • • • • • • •• •• • • • • • • .• • • • • • ••• 0.750 [19.1] mmmm 2.750 (69.9mm] 2.750 [69.9mm] • '' • • • • • • ' • 11.000 (25.4] { 2.000 (- II .8mm] 11.000 [25.'enm:1 I • ' ° .' r _ r 0 0 t - •• ••• -0.125 • • • • • • • • • 0 0 PI E 1, .i g i of E * E N O .125' THICK ALUMINUM CLIP FOR ATTACHMENT TO WOOD 2' LONG (TYP.) 0.750 [19.1mm] y 5.500 L139.7mm 1 t0.125 3.309 ~ 1.655 [42.0mm) } 1.655 [42.0mm] P 0 0 125' THICK AWMINUM CLIP 99 FOR ATTACHMENT TO CONCRETE • 2" LONG (TYP.) • •• • ••• • • • • • • • • • • • • • • • • • • • • Lf75s[401mm) • • • • 0.750 [19.1mm] 3.778 [96.0mm] • • • ••E • • ••• • • • • • .� E wi EJ 8N O 0 0 I---1A43 [35.6mm] 0.642 } 1.443 (36.6mm]---4 0 125 0 125 125' THICK ALUMINUM CLIP FOR ATTACHMENT TO METAL (TOP VIEW) 1.505 (38.2mm)--{ 1-1.505 [38.2mm] .125' THICK ALUMINUM CLIP FOR ATTACHMENT TO METAL (FRONT VIEW) 1 r••Qa ive W1D. Nee 4' No. *: o : STATE OF -. Or -. L WIIV•00, P Erg9h••••.•ww scs a55Nl < U a co -. i;22::f till: Ulf .11 15-2573 _ •G1aNT• UNLESS NOTED 14 -4. Oka j BILL OF MATERIALS ITEM # PART # ITEM MATERIAL 1 P027645 0.063" SILL/JAMB/HEADER EXTRUSION ALUMINUM (6063-T6) 2 P027569 INTERMEDIATE VERTICAL CUSTOM TESTED MUWON (SMALL) ALUMINUM (6063-T6) 3 P027570 INTERMEDIATE VERTICAL CUSTOM TESTED MULLION (LARGE) ALUMINUM (6063-T6) 4 P027570 (MODIF.) MODIFIED INTERMEDIATE VERTICAL CUSTOM TESTED MULLION (LARGE) ALUMINUM (6063-T6) 5 P027642 GLASS STOP FOR 1" GLASS ALUMINUM (6063-T6) 6 P027643 GLASS STOP FOR 9/16" GLASS ALUMINUM (6063-T6) 7 P027644 0.050" SNAP COVER ALUMINUM (6063-T6) 8 P027569 "T" CLIP FOR SMALL MULLION (P027569) ALUMINUM (6063-T6) 9 P027570 "T" CUP FOR LARGE MULLION (P027570) ALUMINUM (6063-T6) 10 N/A "T" CLIP FOR LARGE MUWON ALUMINUM (6063-T6) 11 N/A ' "ANGLE" CUP FOR LARGE MULLION 4 1/2"x 3"x 3.3"x '/e" ALUMINUM (6063-T6) 12 - GLAZING WEDGE GASKET RUBBER 13 - #10 PHILLIPS HS SMS SCREWS AT EACH FRAME CORNER SAE GR 2 MIN 14 0378 CORNER KEY BY MONTICELLI SAE GR 2 MIN 15 P027646 0.059" SILL/JAMB/HEADER EXTENSION EXTRUSION ALUMINUM (6063-T6) 16 3.3"X 1/8" STEEL REINFORCEMENT STEEL (A36) 17 4293 GLASS STOP FOR 15/16" GLASS ALUMINUM (6063-T6) 18 7013 SILL/JAMB/HEADER EXTRUSION ALUMINUM (6063-T6) 19 N/A 3/4" ALUM. TUBE ALUMINUM (6063-T6) .. ... . . . • . .. • • • • •. • • • •. ••• •• • • • •. • •.• • • • • • • • • • • • • • • . . • . • • • • . • • •. . • • . . • .. . • • . . . •.• • •• • ... • STATE Of (31'• 401110 ,,, s10N Al E No. 46 :tic rime W WW Z 011 W. FERrrdtYun.a 01001.000119/ W 4 gt~ N 111 NK• u o W •. H0 U b$ 1111 brri 11111 ,bf kst hi; J 15-2573 SCALP. NTS uaE88 NO ED 34 ••• • • . • .•• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • ••• • • • •• •• • •• •• • • •• • • ••• • • •• •• •• •• • • •• • •.•• •• •• • • • • • • • • • ••• • • • • ••• • • P027570 P027645 P027645 56' THICK ALUMIUM CUP (6063-TS MIN.) P027645 • • • • • • • • • • • CORNER KEY PART 0378 BY • • • • • • • • • MONTICELU OR PART 0409 FOR • • • • • • • • • • • ARCHITECTURAL SHAPES • • • • • • • • • • • • • P02445 • • • •• ••• • • • • • • •• ••• 35• THRU-BOLT WITH FENDER WASHERS AND NUT. REFER TO ANCHOR SPACING ON SHEET 1 a1: ,._JP!' (alt. .._ P027645 CI, t �: ( . it 4 J\ �. rJ3-:C':'.. ':" ;2'x 2'X)�' THICK ' ALUMINUM ANGLE ' 7. T. tA. A, i. �' C" % P Ife (6063-T5 MIN.) (4.. e; 4 )hE4 . 't 7f?. i[a P027645 �- •ice .. i c( .t (j 1 .. iti A,_' FRAME ASSEMBLY AT VERTICAL INTERMEDIATE CONDITION _ _ FRAME ASSEMBLY'- MITERED CORNER OPTION (TYP.) ri.1.1 4 (4 : ! 4 : `(' • 10x 4 PH1LL PS FH "SMS SCREWS �? ` • ^ APPLY LOCTITE PL S40 POLYURETHANE SEALANT ls, A t' ON ALL FRAME )DINTS J. ,SJ11,ti✓ (� 3- • P027645 �+ • I.� f., .. NOTCH HORIZONTALA41G.. wTO ALLOW t.I INSTALLATION OF '. OP")- VERTICAL FRAME )� F• (r (JAMB). FRAME ASSEMBLY (TYP.) P027645 -D Y •.t! a - r • '`c 0 11 r y � S Z z gre mo + :a 15-2573 =x •CA11191TS MEM NOTE P.EI.R.T. ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT. Product Evaluation Report April 20, 2016 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: Scope of Evaluation: • FL#17726.1 R3 15-2257 La Finestra, LC 2790 NW 104T" Court. Miami, FL 33172 Series EKU 9000 Sliding'Glass Door Large & Small Missile Impact Resistant- cfN • • This Product E raluatian Report is being issued in accordance with the requirements of the Florida Defartl ent of 13usin6ss and Professional Regulation (Florida Building Commission) Rule Chapter 61G20- •• 3.0(V, F.A.C., !or statewide acceptance per Method 1(d). The product noted above has been tested • arld/oj gvaluate as summarized herein to show compliance with the Florida Building Code Fifth Edition (20,1;1,49id is, fo .tile purpose intended, at least equivalent to that required by the Code. Re-evaluation of thi§,p�gduct sha3l be required following pertinent Florida Building Code modifications or revisions. ••.••. • • • •• • Substantiati•�,�►i• .data: •• • • e• • �PROINItT EVALUATION DOCUMENTS • E)' drawing #15-2257 titled "Series EKU 9000 Sliding Glass Door", sheets 1- 28, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 & ASTM E330-14 test standards per test report(s) HETI-14-5042, HETI-15-5044, HETI-15-5128, HETI-15-5120,16-1524, by Hurricane Engineering and Testing, Inc. Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 & 203 and ASTM E 1886-13a & ASTM E 1996-14 test standards per test report(s) HETI-15-5046, HETI-14-5050, HETI-15-5129, HETI-15-5121, 16-5025 by Hurricane Engineering and Testing, Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Glass Capacity 4. Anchor Capacity No 33% increase in allowable stress has been used in the design of each product. lip :86 N ENS�.'AQ's Qs 9 -.TE OF 16R t 0 P,: AL BEN,,, 160 SW 12." AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM Limitations & Conditions of Use: ENGINEERING`' .EXPRESS` La Finestra, LLC —Series EKU 9000 Sliding Glass Door- Page 2 of 2 • SentryGlas Interlayer. by Kuraray America , Inc. (NOA #1 4-0916.11) a e ^ifi it' Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously"listed test.` reports, and is accounted for in the engineering design of this product. r : I Wind Load Resistance 1,1 aA Each product has been designed to resist wind loads as indidated in the design schedule(s) on its respective Product Evaluation Document (i.e. engineering drawing). s y Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation 4.,,, Document (i.e. engineering drawing), along with all components noted therein. `'"" ' •• •- ••• • • I Each product'component shall be of the material specified in that products respective Prtjddct'Evaluation • Document (i.e. engineering drawing). " , ' ; •` • • •' • • .•I, T } .,,. •• ,(• • • •• •• •• • zc l • •• • • • Use of each productshalt be in strict accordance with its respective Product EvaluationJot iment.(tl f •. engineering drawing) as noted herein. • • • • • • • • • • All supporting host structures shall be designed to resist all superimposed loads acid VIVA of a '`•' listed in each product's respective anchor schedule. Host structure conditions which arrnotaccour;teel for in each product's respective anchor schedule shall be,designed for on a site -specific beasts by:a ••.• registered professional engineer. ; ' }� ' • • • • a' i•... t All components which are permanently installed' shall be protected:against corrosion, -contamination, and., other such damage at all times. • • • •• • • • • • Each product has been designed for use within and outside of the High Velocity Hurricane Zone"(HVHZ). 1 r T ,L. t , , - I, . , t T 'II t i ,t 1. , • !`_)i 2.. z. I v- h „ 7:1 , T ) C It. 1 I;ii c , T _ 1 k.. I .J. * e I,y- G• >; J. tl. I' i r }. 160 SW.12T" AVENUE # 106.DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660. Fax: 954-354-0443 " WWW.ENGEXP.COM • • • • 4'1 • A 6 6 a LA FI N ESTRA, LC SERIES EKU-9000 SLIDING GLASS DOOR LARGE AND SMALL MISSILE IMPACT RESISTANT EET INDEX ...��— • # SHEET ; DESCRIPTION •i f COVER SHEET 2 „ ELEVATION LOADING TABLES ANCHOR LAYOUTS GLASS TYPES 8 ' 2 TRACK SECTIONS ti 9 1 3 TRACK SECTIONS lP i TRACK SECTIONS yy 11 2,3 & 4 TRAIX NS SECTIO } 12.14 2 TRACK ANCHORING t 15.12 1 3 TRACK ANO8OR1NG $� 18.21 4 TRACK ANCHORING 22. ry..`TRACK CONFIGURATIONS r 23 t FRAME ASSEN&.Y 24-27 7 EXTRUSIONS i. 28 ; Btu. OF MATERIALS 26 TOTAL ar •• ••• • • • • • • • • • • • • • • •• •• ••• •• • • • •• • • • • • ••• ••• • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • GENERAL NOTES `5L1.,18ENu `1., 'E'°°"s'°�eauAoo,r.E. If2 , .' P4\'••EnBN4ifio ::i::.....- 4?,rt„et.,..."•:4 2'• $0.46549 .93\ STATE V G 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER ASTM E1300-04 & TAS 201/202/I03 STANDARDS AS QUALIFIED IN TEST REPORTS HETI-15-5044, HETI.14-5050, HETI-14.5042, HET1-15-5046, HET1-1S-5120,HETI-15-5121, HETI-15-512S & HETl-15-5129 BY HURRICANE ENGINEERING & TESTING INC. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC WIND LOAD REQUIREMENTS SHALL BE DETERMINE-0 IN ACCORDANCE WITH ASCE 7-10 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063-T5 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS SHALL BE SEALED WITH PECORA 895 SEALANT. 4. ALL FASTENERS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM ULTIMATE TENSILE STRENGTH Fu-74 K51, UNLESS NOTED OTHERWISE. VLTRACONS AND DR1L-FLEX FASTENERS REFERENCED HEREIN SHALL BE BY ELCO CONSTRUCTION PRODUCTS WITH A MINIMUM ULTIMATE TENSILE STRENGTH OF Fu* 177 K51 & Fu=120 KS!, RESPECTIVELY. 10. ALL DISSIMILAR MATERIALS SHALL 8E PAINTED OR PLATED TO PREVENT CORROSION OR ELECTROLYSIS. 11. GLAZING ILLUSTRATED HEREIN UTILIZES SENTRYGLAS INTERLAYER BY KURARAY AMERICA INC. (NOR* 14-0916.12). 12. 7141S PRODUCT IS APPROVED FOR LARGE MISSILE & SMALL MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS. 13. MEANS OF EGRESS AND SAFEGUARD REQUIREMENTS ARE NOT ADDRESSED IN THIS APPROVAL AND SHALL BE CERTIFIED BY OTHERS, 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE Of THIS SPECIFICATION BY CONTRACTOR, et, at. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR AU. COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH 1S CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 16. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVAUDATE THIS CERTIFICATION. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • GO •• • • • •• •• 000 • • 0 400 • • FL #17726.1 R3 jZcc zx W ; by ti NO IAMB ANCHORS OPTIONAL ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • ••• • •• • ••• • • •• • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • ----- 354 1/2• FRAME WIDTH •• ••• •• • • • •• SEE SHEET 3 FOR • • ANCHOR CLUSTERSQTYAT4 •• •• •• • 4. • • • !( - 9 • • • • • • • • • • • • SEE SHEET 3 OR ANCHOR SPACING O44-:".7*.:921-1..14:E.E6131465:4411::41NEL116.4"": .• =�F 40 ,n o« •, 5 s y 4 . u' • 4 E. ii f 1 fi i t Lir ly -} t. f a, 1,�_la{,1 i!f f ( { I if , .+tl 62' MAX. {� 4.. 'I �.' —PANEL WIDTH .. •I fs y • A ANCHOR LOCATIONS SEE PAGES). 4 • 5 FOR SPACING AND QUANTITIES l e tV 1 I I' d • 'TYPICAL ELEVATION • , EXTERIOR PLAN VIEW �c ,O zu Nsti'iwadarwi.ol > ax•uece NA, g N ; iytiLL W Ng p8 01.. • gl vg Flu gas 5 pi 6 1111 ION - 15-2257 •G/I, •F. LOADINE4 8 ANCHOR CAPACITY (PSF) NOMINAL DIMS PANEL PANEL WIDTH HEIGHT (*)P.S.F (-)P.S.F REOO NICXORS AT C.U51ER5 00a EAl11 WSW HA UERTtA WOOD (WA) CONC. (CA) METAL (MA) 24' 30" 36' 42' , 52' 66' 72- 80' 30" 36' 42' 48" 52' 60" 66' 72' 84- 100 100 100 100 100 100 100 100 100 100 100 100 1O0 100 135 135 135 135 135 135 136 3 3 4 4 4 5 5 2 2 2 2 2 2 2 2 2 3 3 3 24' 30' 36' 42' 48' 80" 66" 72" 88" 24" 30" 36' 42' 48" 52' 60' 66' 7Y 92" 24" 30" 36' 42" 48' 72' 96' 100 100 100 100 100 100 100 100 100 100 100 100 100 100 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 3 4 4 5 5 5 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 4 4 5 5 5 6 2 2 2 2 2 2 2 3 3 3 3 3 3 4 4 5 5 6 6 2 2 2 2 3 2 2 3 4 3 2 2 100 100 100 100 100 70 135 135 135 135' 135' 6 80 I 6 4 5 5 5 2 2 2 3 3 3 2 3 3 3 4 4 24' 30" 36" 42' 48" 52" 80" 68' 72' 100' 70 80 2 2 2 70 3 2 2 70 80 3 2 2 70 80 2 2 70 4 2 2 70 4 2 2 70 80 4 2 3 NOMINAL DIMS PANEL PANEL (.) P.S.F (-) P.S.F WIDTH HEIGHT RCM ANCHORS AT CLUSTERS ON rani. <WW ce NER-4CAL WOOD (WA) CONC. (CA) METAL (MA) 24' 30" 38" 42" 48" 52' 60' 66' 72" 104" 70 80 2 2 2 70 80 3 2 2 70 80 3 2 2 70 80 3 2 2 70 80 4 2 2 70 80 4 2 70 24' 30' 38' 42" 48" 52" 60' 68" 72 108" TO 70 80 2 2 70 80 3 2 2 70 80 4 2 2 TO 70 4 4 2 2 3 7 24' 30' 36" 42" 48' 52" 80" 66' 72" 11Y 70 80 70 80 3 2 2 70 80 3 2 70 80 4 2 2 70 80 4 2 3 70 80 4 2 70 24" 30' 36' 4 118' 7Y 70 70 80 3 2 70 70 80 4 ; 2 7 2 70 80 4 2 / 3 1 70 80 5 2 3 I 24" 30" 36' 42" 48' 52 60" 66' 119; 70 70 80 80 3 3 2 2 2 70 80 4 2 2 TO 80 4 2 TO 80 4 2 3 70 •• 8a• 70 • - • 80 • • • 9 • 2 • 2• • • • • a -• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • •• • • • • • • • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • .• •• •• 000 • • • ••• • • PRESSURES UPTO80PSF 80 PSF TO 135 PSF SPACING BETWEEN CLUSTERS (HEADISILL W000 CONC. METAL (WA) (CA) # (MA) 12' 9 10'w.1..__ 10' RECTO- PAGING AT JAMBS W000 CONC. (WA) tCA) METAL (MA) i 6" 12' 1_ RE0'0 MAX SPACING FOR POCKET HOOK STRIP ANCHORS (WA) (CA) I (MA) • ALL SIZES " LIMITED TO 120 PSF WHEN ANCHORING IS THRU THRESHOLD RISER AREA SIZES ON CHARTS ARE P ._ = ADD 2 1," TO HEIGHT OF PANEL FOR OVERALL FRAME HEIGHT No.46549 "_ �:, �STATEOFA ��` y�o'•. �ORtO SER SILL RIS 0.6377 0.6377 4 r ( N 1 +70 PSF MAX +100 P REINFORCEMENT 1 REINFORCEMENT 1 AT INTERLOCK AT MEETING STILES :rwefaaitwia .111.01••ue attx oN w _Z ci1 66 •.• • • • ••. • • • •• •• • • .. .. •• • • . • •• •• • •• • . • • •• • •.•• •• •• • • •• •• •• • •• • • • _... •• • • • • • • • • • LOADING & ANCHOR CAPACITY (PSF) NOMINAL DIMS 'RECTO ANCHO AT CLWTEP9 M ROW 1r VPR Ce j NOMINAL DIMS i NEVD ANCNO • a ON Flue!9r1F WOOD • 'TOM i N9 AT LLULA5 11F 1A'* *• GONG, • • (CA) 8T • PA • 1 PANEL MOTH PANEL (4) P.SF (-) P.S.F HEIGHT WOOD (WA) CONC. (CA) METAL (MA) • • • PANEL PANEL (� S F * WIDTH HEIGHT �' ••�' 24' 80, 75 75 2 2 2 24' 104- 75. • 75 • 4! • • 2 • • 2 • • I 30' 75 75 2 2 2 30' 75• • • '75 ' ' 3 2 2 36- 75 75 2 2 2 36' 75 75 3 2 2 47 75 75 2 2 2 ar 75 75 3 2 2 48' 75 75 3 2 2 46" 75• • 676 • • • I 2• a • I 52" 75 75 3 2 2 52' is • 7i : • • • 2• • • a 60 60' • 66' - -' - - • 66" . - - • • • • . • • 24" 75 •75 2 2 2 24" 108" 75 75 2 2. 2 30' 75 75 2 2 2 30' . .75 75 3 2 2 36' 75 -75 2 2 _ 2 36' 75 . 75 3 2 2 42" 75 75 3 2 2 42" 75 75 3 2 2 75 75 3 2 _ 2 48" 76 75 4 2 2 52" 75 75 3 2 2 57 75 75 -4 2 2 60" - - - - - 60' - - . 66' - _ 66" - - - 72" - - - - - 72" - - _ _ 24' sr 75 75 2 _ 2 . 2 24' - 112' 112' •75 75 2 2 2 30' 75 75 2 2 2 30' 75 75 3 2 2 36" 75 3 2 - 2 36' - 75 75 3 2 2 42' 75 45 3 _2 2 47 75 75 4 2 2 48' 75 -75 3 2 2 48' 75 - 75 4 2 2 sr 75 75 3 2 2 6r • 75 75 ♦ I 3 60" - - -•e0 - - -• - 66' - ,- . . 66" - - - 72' - - - - 77' - , - 24' 75 75 2 2 2 24' _ 116" 75 75 3 2 2 30' 75 75 2 2 2 __ _ 30• - 75 75 3 2 2 38' 75 75 3 2 2 36' 75 75 3 2 2 42" 75 75 3 2 _ 2 42" 75 - 75 4 2 2 48" 75 75 3 2 2 - 48. - -75 -75 — --•:.4 - --2 --- ._• 2 - 5r 75 75 3 2 2 57 75 75 4 2 3 60' - - - - - 60•• - . -_-' -- _ -•— - - - 86' 1- - - - 66' - • - _ 7r . - - - 72' - - _ • - 24' 96„ 75 75 2 2 2 24" 41• 119 Y: 75 75 3 2 2 30" 75 75 2 2 2 . , 30' 75 75 3 2 2 36' 75 75 3 2 2 36' -75 -- -- 75 - 3 2 2 42' 75 75 3 2 2 42' 75 75 - 4 -2 -2 48' 76 75 3 2 2 48' , 7s _. _ . 75 --- - .4 - — 2 3 52' 75 75 3 j 2 2 57 75 75 4 - 2- 3 60" 4 - - - - 60" - - � 88- - _ _ _ 66" - - 72' I 7r _ 24' 100' 75 75 2 2 2 "- _• " _ -. I, _ _, 30" 75 75 3 2 2 38" 75 75 3 2 2 4r 76 75 3 2 2 48' 75 75 3 2 2 52' 75 75 4 2 2 60" - . 66' _ - - 772"- - - _ , *Tr) MAX SPACING BETWEEN CLUSTERS ( HEADISa1) WOOD CONC. METAL a PRESSURES (WA) (CA) (MA) f UP TO 80 PSF ` 12' I 12' ! 12 80PSF T0135PSF > 9' 10' 10' J REO'D MAX SPACING AT JAMBS WOOD-7 CONCTf METAL AU. SIZES f (WA) (CA) (MA) 6' 1r 1r REQ•D MAX SPACING FOR POCKET HOOK STRIP ANCHORS 1 WOOD I CONC. T METAL (WA) (CA) ; (MA) 6 6' - j 6' ALL SIZES NOTE: SIZES ON CHARTS ARE PANEL DIMENSIONS ADD 2 j' TO HEIGHT OF PANEL FOR OVERALL FRAME HEIGHT ��4Q1?.. CA"Si% ir NO.46549 *... s • STATE OF �4 ft tot, r"oTiT`w>,rrraruiLa SILL FUSERS 0.6377 0.6377 ~ ~ {. N I e70 PSF MAX ♦100 PSFMAX 15-2251 MAIL $LT... _..'- 1 REINFORCEMENT 2 REINFORCEMENT 2 , AT INTERLOCK AT MEETING STILES •' LOADING & ANCHOR CAPACITY (PSF) NOMINAL DIMS 1 aEatr OIt EArMSYOf • SA'FCLUsrEns OF VF" 1r4t NOMINAL. DIMS { AEaDAucr>�sarciusrErss OM CACHSC'E CC VER-ICAL PANEL WIDTH PANEL (,} P.S.F (-) P.S.F HEIGHT WOOD (WA) CONC. (CA) METAL (MA) PANEL PANEL (+j P-S.F (-) P-S.F WIDTH HEIGHT WOOD (WA) CONC. (CA) META(. (MA) 24" 70 100 2 2 2 24" 304" 70 100 3 2 2 30' 70 100 3 2 2 30" 70 100 3 2 2 36' 70 100 3 2 2 38" 70 100 4 2 2 42" 70 100 3 2 2 4r 70 100 4 2 3 48" 70 100 3 2 2 48" 70 100 5 2 3 57 70 2 52' 70 96 5 2 3 62' 69 2 62' 70 80 4 2 3 86' 65 2 66" 65 75 4 2 2 72* 60 68 3 2 2 72" 60 68 4 2 2 24' 84" 70 100 2 2 2 24" 108' 70 100 3 2 2 30' 70 100 3 2 2 30" 70 100 3 2 3 µ 36^ _ 70 100 3 2 2 36' 70 100 4 2 3 42' 70 100 3 2 2 4r 70 100 4 2 3 48" 70 100 4 2 2 48" 70 100 5 2 3 52' 70 95 4 2 2 52' 70 95 5 2 3 62' 89 79 3 2 2 sr 70 80 5 2 3 66' 65 75 3 2 2 68" 65 75 4 2 3 n' 60 66 3 2 2 7r 60 68 4 2 3 24' — 88, 70 100 2 2 I 24" 112' 70 100 3 2 2 30' 70 100 3 2 2 30' 70 100 4 2 2 36' 70 100 3 2 2 38" 70 100 4 2 3 a2" 70 100 4 2 2 42" 70 100 5 2 3 48 70 100 4 2 2 48* 70 100 5 2 3 52' 70 95 4 2 2 52" 70 95 5 2 3 62" 70 80 4 2 2 62" 89 79 5 2 3 66" 65 75 3 2 2 66" 85 75 5 2 3 7r j 60 68 3 2 2 72" 60 68 4 2 3 24' Br70 70 100 3 2 2 24" 116' 70 100 3 2 2 30" 70 100 3 2 2 30" 70 100 4 2 36' 100 3 2 2 36' 70 100 4 2 3 42" 70 100 4 2 2 42^ 70 100 5 2 3 48" 70 100 4 2 2 48" 70 100 5 2 3 52- 70 95 4 2 2 52" 70 : 95 5 2 3 62' 70 80 4 2 2 62' 70 80 5 2 3 86" 65 75 4 2 2 68" 65 - 75 5 2 3 72" 60 68 3 2 2 77 60 68 5 2 3 24" „ 70 100 3 2 2 24" 1191 70 100 3 2 2 30" 70 100 3 2 2 30" 70 100 4 2 2 38" 70 100 4 2 2 36' 70 100 4 2 3 42" 70 100 4 2 2 42" 70 100 5 2 3 48' 70 100 4 2 3 48" 70 100 5 3 3 52' 70 95 4 2 3 52` 70 9j5 5 3 3 62" 70 80 4 2 2 6r 70 • • _ • 80 : 5 • 2 • • • • 66" 65 75 4 2 2 66" 65 • 75 • 45• • 2 • I• 63 7r 60 88 4 2 2 72" 60 --"� '"—• • 68 • • 5• • 2 • • • • 3 24" 100- 70 100 3 2 2 24' 128 70 • 4 1909 • •30 • • 2 • • A • •2• • 30' 70 100 3 2 2 30' 70 100 4 2 2 36" 70 100 4 2 2 36" 70 100 5 2 3 42" 70 100 4 2 2 42' 70 1 5 2 3 48" 70 100 4 2 3 48^ 70 • • 89 • 4 • • 3 :3 • • 52' 70 95 4 2 3 52" 7 • • 93 • • 3 •3 • 82" 69 79 4 2 3 62' WO •60 6 • • • 3 • • 3 86' 65 75 4 2 2 66 75 • •5 • 3 ► • •3 • 72" 60 68 4 2 2 72• 60 68 5 2 3 ••• • • • • • • • i_._• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • LOADING & ANCHOR CAPACITY {PSF} , NOMINAL DIMS RE=ANCHORS r�m on r.se WOOD (WA) ATCLUSTERS ccvmpr CONC. (CA) L �.t ` 1 MET/it Q (MAJ 4. PANEL PANEL (+)'P.S.F (-) P.S.F WIDTH HEIGHT 24" 70 100 4 2 2: 30" 70 100 4 2 3 -• 36 70 100 5 2 3 RE0'D MAX SPACING BETWEEN CLUSTERS (HEADISILL) a I woo°-coNc. ; METAL PRESSURES (WA) ! (CA) {MA) UPTO80PSF 12" i 12' 80 PSF TO 135 PSF 9" ; 10' 12" 1 10' 0'D R£MAX SPACING AT JAMBS WOOD ! CONC. METAL (WA) t (CA) (MA) ql� uM 6 ( 1r 12- (, _ 3-I. +70 P5F MAX +200 PSF MAX ALL SIZES ! 41sEIM6C Wtidyyt} m (w((�j�W•Nttzt�� • SILL RISERS 0.6377 REO'D MAX SPACING FOR POCKET NOOK STRIP I WOOD CONC. METAL I (WA) (CA) j (MA) ALL SIZES ANCHORS NOTE: SIZES ON CHARTS ARE PANEL DIMENSIONS ADO 2 j" TO HEIGHT OF PANEL FOR OVERALL FRAME HEIGHT -46 0.6377 COULD (SE U a� PLACED ". INSIDE 04 OUT-7 REINFORCEMENT^3 REINFORCEMENT 3 AT INTERLOCK _ AT MEETING STILES .•• • • • • •• •• • • ••• • ••• • • • ••• • • • ••• • •• • • •• •• • • • •• • • • ••• •• • • • • • • • • • • ••• • • DOOR HEADER ANCHOR LAYOUT ••• Nfr •• • ••• • 4 i,ANCHOR CLUSTER I TTT AT POCKET JAMB TYP. BALANCE •_ • • • • • •i •__• •ems • ••• • •• • • • • • • • • • • , • •..,• • • • • • • • • • • .I• •r •• • i i} k i P C p •. • • • • ••• • j 1 E OO •• • L- • • • i'(. •• ••• • 4 • • • •• _.ANCHOR CLUSTER CHOR CLUSTER ' AT MEETING STILES AT JAMB EXTERIOR DOOR SILL ANCHOR LAYOUT rANCHOR CLUSTER AT POCKET JAMB tANCHOR 4 . SPACING TYP. BALANCE ANCHOR CLUSTER AT MEETING STILES • EXTERIOR - ANCHOR CLUSTER! AT JAMB _ ALTERNATE DOOR SILL ANCHOR LAYOUT ANCHOR CLUSTER AT POCKET 'JAMB i ANCHOR SPACING I c. 1 1 --a TYP BALANCE j ANCHOR CLUSTER. _ r ANCHOR CLUSTER T AT MEETING STILES : AT JAMB EXTERIOR �QP .P4�C E Nc•r{/'T * No. 46S49� DOOR JAMB ANCHOR L °r ANCHOR TYPES: "CA I" ELCO ULTRACON, I I" EMBEDMENT INTO 2B46PS1 CONCRETE MIN. WITH 2 r EDGE DISTANCE AND 3' MIN SPACING BETWEEN ANCHORS: '" "WA": f" EICO ULTRACON, 1 ;" MIN EMBEDMENT INTO SOUTHERN YELLOW PINE P2 W000 WITH 17 MIN EDGE DISTANCE AND I" MIN SPACING BETWEEN ANCHORS. "MA":1'-14 ELCO ORILLPLEX, INTO r ALUMINUM (6063-TS MIN) OR r STEEL (A36 MIN), j' MIN EDGE DISTANCE AND 1' MIN SPACING BETWEEN ANCHORS. L 15-2257. •GL62 NTl� - rig HEAT STRENGTHENED GLASS L:" TEMPERED GLASS SILICONE BEAD INTERIOR NOTES: rd 0.090" SENTRYGLAS INTERLAYER BY KURARAY AMERICA INC. '. " HEAT STRENGTHENED GLASS SILICONE BEAD 1.0" GLASS BITE MIN. TYP, 1/4" TYP. a,11 _GLAZING BLOCK AT 4 POINTS 60 DUROMETER MIN EXTERIOR INTERIOR r�- 1 REFER TO SHEET 3 FOR ALLOWABLE PRESSURES APPLICABLE FOR ALL G., ASS TYPES HEREIN. r EXTRUDED GLAZING BEADS ARE A NON-STRUCTURAL COMPONENT. 1 ALL GLASS CAPACITIES HAVE BEEN DESIGNED PER ASTM E•1300-04 1•4/ ' 1 i HEAT '0.090" STRENGTHENED 11I SENTRYGLAS GLASS INTERLAYER BY KURARAY AMERICA INC. --DOW CORNING , 995, 983 OR PECORA 895 •• • • • • • • • • • • .• • • • • • -GLAZING BLOCK AT POINTS 60 DUROMETER MIN EXTERIOR INTERIOR • • • •• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••` • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 00 01-11fft7T T' RL•ac P.E. 14,4.4%sq3:;:::**:\!...-.C4..i.685E.:SEE STATE =P; EDf I E s p. SENTRYG'' / Nn�„fit.' Z om INTERLAYER BY ¢� , KURARAY w ! AMERICA INC. Z wW GLAZING } BLOCKAT4 =! POINTS 60 ¢ ;-: L ' DUROMETER e[ ' LL I MIN in 3 EXTERIOR Z F — 5 6� WO fi MPS jvi WMAM (!LA"NYS (MM(4E" 15-2257 •CAY, N.TA ••• • • • ••• • - • • • •• • • • • •• • • • • • •• •• •• • • • • •• • • ••• •• •• • • • •• • • •• •• •• ••• .• • •• • • ••• • • -p e s t 8; J6'=1'0" (1.' 1 TYPICAL HEADER SECTION / 6 - r-0 VERT MELT f.- FROM ENDS • 19 O.C. FOR E'97x�•h' jr4 t'.. THE &MANNCE ' ': -�= .f -LI R �V 'WO HOLE s• FROM ENDS • 191 O.C. FOR THE RALANCE 1 2TRAC1 • •••• • •• •• •- • • •• •• • • •• • • • • •• ••••• ••• • • •• • • • •• ••• • ••• • •• ••• •• • • • •• • • • • • • • • • 4 .. } a � Dour CORNING 995 Tl ' • • 000 • • • • • • • 1\ TYPICAL SILL SECTION VERT SECT L -`s000 NI. NON SHRINK NOT jj METALIC GROUT MW. •t�_.._.1/4• MAX SHIM C f JL EXTERIOR '1 r C8i ,TYPICAL JAMB SECTION 1 1 6' - 1•-cr r 5, 1� L 6549 �4 • rFL :,o: arAtE • ``• �S��NAL 'r71 re1111111' r.E. rxirces..__� =WIG sw VERT SECT uuwre m. r` ALTERNATE 2 TRACK EXTRUSION Z Ern DP, WW fC iiI i /iiI • 11111. rOMICAT 1572257 ►v Pze 1 ` TYPICAL HEADER SECTION j 6" = 1-p�...__..._._..._.____.__�.-»..._.___..�.— VERT SEC! !I' l p LI .. +, WEEP HOLE S" —, FROM ENDS & \ i 19 3' O.C. FOR Sy(s�' •' THE BALANCE 1 === ,L i' •• ••• • • • • • •• C 2Yr 226,--' • ri` TYPICAL SILL SECTION • • • \7 6'=1'•0' VERT SECT ••• ••• •• • • • •• 46 If 3 TRACK (61 CORNING 995 CFII ANT • • • • •• ••• ,r-i� 1422; `.3 `, TYPICAL JAMB SECTION i. 6' = VERT SECT • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • ••• • —•i• • • • • ••• • • • • •• • • • • •• • •••••• • • • • • • • • ••• • •• •• • • • •• •• ••• • • • ••• • • MW I RAG995 SOSCONE TYP. (23A? ALTERNATE 3 TRACK EXTRUSION. .4 [gy, ' iL__-_,..4 t�I^fi t /' 1_ r {/Ju-� I. L__&- 'kit /'6-s Ii. N•.)\1 1- St it 1. ••• • • • ••• • • • ••• •• •• • • • •• •• • •• • • • •• •• •• •• • • • • •• • •••• •• •• • • •• •• •• • •• •• •• ••• • •• • • ••• • •• • • _ __..----•.•--•-_• •._ • • • • • • • • • • • • • • • • • • • • • ••• • • • • •'• • • •• • • • • • • • • i I?; S1LICOH i • • � • el • • 1rI`� J III ,; i,13 /) i /- -.1it if i '\ TYPICAL HEADER SECTION �gF15 j FBI! s!di WEEP HOLE 5" FROM ENDS& 19 }" O.C. FOR THE BALANCE VERT SECT fr, I' 1 <1) 'di • 7- L li J u 110 ( :TYPICAL SILL SECTION 10 6" VERT SECT • • • •• x 1 � BOW (CORNING 995 e—• SEALANT v' eOri taw suAttiie ,,,,,,,L,,,,,,,,,,,,►.. "\ .N SEryR �a\,\G£NSF'•• No.46549 * STATE OF f. IORA' /4-. ems••. •. �llllliffltllll `SILICONE (3 TYPICAL JAMB SECTION \. 1(� / 6" = 1'-0" VERT SECT ram e Mc.ii WE Li El REFER TO CHARTS ON (36:35) SHEETS 3, 4 & 5 FOR REQUIRED REINFORCEMENT. INTERIOR r' .7. • • . EXTERIOR 2, 3 & 4 TRACK SECTIONS P026303 1/4-x3 1/4" PFH SMS �'. GR 2 MIN 1",2" FROM ,j/ ENDS & 6' O.C. FOR THE BALANCE P026674 ' .35•.3Q, REFER TO CHARTS ON '' - SHEETS 3, 4 & 5 FOR 1, REQUIRED REINFORCEMENT. INTERIOR r 10x 1" PFH SMS. GR 2 MIN 5' FROM ENDS & .;��i_. 12" O.C. FOR THE BALANCE 1-1::*TYPICAL INTERLOCKING STILE 110ST STRUCTURE BY OTHERS SEE SHEET 3 FOR ANCHOR TYPE & SPACING. -.,. P10x 1" FLAT PHILLIPS SELF DRILLING SCREWS. SEE SHEET 3 SPACING. -t •• •••• • • • ••• • • • i• • �;•,• •• t. I 3k LENGTH OF REINF. PANEL HEIGHT - 1 }' 1/4"x3 1(4" PFH SMS GR 2 MIN 1",2' FROM ENDS & 6" O.C. FOR — THE BALANCE EXTERIOR�� CAL -POLYURETHANE CONSTRUCTION SEALANT 410 PFH SOS LOCATED 5' FROM ENOS & 12" O.C. FOR -- THE BALANCE s LOCKSTILE DETAIL \11 6"=1. . *-1 • • 11/r • •-• lore (TYP. ) 4 POCKET JAMB DETAIL r" • • •• •• • • • • • •• •• ••• • • •• • •• • • •• •• •• • • • • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • LLI Zz 5 :' 15-2257 SCAM MA EXISTING STRU MICHORS PER ANCHOR r SCHEDULE: SEE SHEET / 3 FOR SPACING AND QTY AT CLUSTERS. • u1/4' MAX SHIM jl > Is1 l IL il ANCHORS PER ANCHOR SCHEDULE. SEE SHEET 3',\ FOR SPACING AND QTY 1 AT CLUSTERS. \ .--. EDGE DIST —1 t 3 4 r METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy 36 KSI MIN. ALUMINUM; 6063-IS MIN. { WOOD BUCKS AND METAL STRUCYVRENOT BY LA ESTRA. Fi I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRICTURE. 2 TRAC 1/4" MAX SHIM ti r 21.1 . • • • • • • • • • • • • • EXISTINC•HOiT• • STRUCTURE �. • • • ••• • • • •• • • • •• •• • • •• •• •• •• • • • • ••• • •• •• • •• • • •• •• • • • • • •• CHORINC• . i7 • • 4--EDG!'1ST •�- • • 11 1 7J • • • •— • •• • • • • • • • • • ANCHORS FIR ANCHOR • • SCHED•LE. SEE SHEET 3 FOR •• / U SPACING AND QTY AT CLUSTERS. •• • • `•• • • • "• • • • • .»-• •_•,.:i-.�. -•" I"•fi...•� • •, • _?.1/4' MAX • • SHIM r— EDGE DIST ---t gn Ix P.T. WOOD BUCK BY OTHERS ' tr }-- EDGE DIST--# ,,-213Y WOOD BUCK ANCHORS PER ANCHOR SCHEOUI.E. ✓—,•-•T SEE SHEET 3 FOR SPACING AND QTY AT CLUSTERS. s -e` J ~1/4' MAX SHIM L- a ALTERNATE 2 TRACK EXTRUSION L, v ti 15-2257 seAuaM fL l! 7 MOLD RESISTANT v SEALANT ANCHORS PER ANCHOR -' SCHEDULE. SEE SHEET 3 FOP SPACING AND QTV AT CLUSTERS. MOLD RESISTANT @. SEALANT 1 NOT sr LA \�..:,.,�if FINESTRA {ANCHORS PER ANCHOR -I SCHEDULE. SEE SHEET 3 FOR SPACING AND QTV AT CLUSTERS. W000 BUCCS AND METAL STRUCTURE NOT BY LA FINESTRA. MUST SUSTAIN LOADS IMPOSED BY GLAZING !TS T1t4 AND TRANSFER THEM TO THE BUILDING STRUCTURE. 2 TRACK ANCHORING ..-. ALTERNATE THRU LAYOUT 5000 Psi. NON METALLIC GROUT 1/4' MAX SHIM / MOLD RESISTANT SEALANT SEALANT NOT BY LA FINESTRA ANCHORS PER ANCHOR SCHEDULE. SEE SHEET 3 FOR SPP 1NG AND QTY AT CLUSTERS. 'BED OF SEALANT NOT BY LA FINESTRA 1/4" MAX SHIM • ••••••.... •. • . . • • • • •• • • •• • • • •• • .•. • • . • . • • . • . • . • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • •-•-• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • BED OF SEALANT NOT BY LA FINESTRA L/4' MAX SHIM 2BY WOOD BUCK irkrixonfliTiMaingsW cn� oif�r'u�a i0n 4. • w1 Ail S �.r NG HOST f STRUCTURE a 114" MAX i6 •, $H1M I 1 EXTERIOR 41 rti N�- ANCHORS PER ANCHOR SCHEDULE. SEE SHEET 3 FOR SPACING OR NO IAMB ANCHORS" ETAL STRUCTURES (STEEL OR ALUM. 1!8' MIN. THICK) STEEL: Fy. 38 KS1 MN. ALUMINUM: 6063-TS MIN. 1/4 MAX SHIM ✓�j�^---^-^_•��_ ANCHORS PER ANCHOR SCHEDULE. SEE SHEET �.-..._/ 3 FOR SPACING - OR NO IAMB ANCHORS` EXTERIOR • WOOD BUCKS AND METAL STRUCTURE NOT BY LA FIN • f MUST SUSTAIN LOADS I ' • LNG ILTpANSPER THEt)t TO THE BUILDING ••• • • • ••• • • • •• •• •• • • •• •• • •• • • • •• •• •• •• • • • • •• • •••• •• •• •• • •• •• •• • •• •• •• ••• • •• •• •• ••• • • j 2 TRACK ANCHORING. •... . . • • • ... •• • •• •• • • •• •• (ESTRL E • • •• • •• •• •• • f • • i/4TM Hit Ix P.T. WOOD i • • : •st1CX WINES'S • • • • _. .e, • • • • • 1• // •♦._`I.=•, •.-.•_••• • y ._._.� • . •>.: ii { • __.��! it • {. •n, I i r71i •, } n` y � ANCHORS PER ANCHOR y - . SCHEDE. SEE SHEET } d� SCHEDULE. 3 FOR SPACING OR NO JAMB ANCHORS' L 1/4 MAX *....i ..i �'. c`'.t i iSLj Ai) ` � •ji ; EXTERIOR met ANI ON JAMBS WITH NO ANCHORS SHALL BE DESIGNED BY OTHERS. EXTERIOR ANCHORS PER ANCHOR SCHEDULE. SEE SHEET 3 FOR SPACING OR NO IAMB ANCHORS" ALTERNATE 2 TRACK •EXTRUSION • eWcLDBMMN?0.►E `\ 4046544 mat POWS ONLY rail y.Nio6nDtPopes!Bl ON t t wa b Egi ANCHORS PER ANCHOR —� SCHEDULE. SEE SHEET 3 FOR SPACING AND QTY AT CLUSTERS. 21/2" , ANCHORS PER ANCHOR I SCHEDULE. SEE SHEET 3 g*r1 FOR SPACING AND QTY \_ hl AT CLUSTERS. r- EDGE pIST, -t WOOD BUCKS AND METAL STRUCTURE NOT BY LA FINESTRA. E. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 3 TRACK ANCHORING -EDGE DIST - • EDGE DIST -4 184 WOOD BUCK - EDGE DIST -4 •.! •.• • . • • • ; '„ • ;! .. • . • • • ♦ _• • ANCHORS PER ANCHOR SCHEDULE. SEE SHEET 3 FOR SPACING AND QTY AT CLUSTERS. *- EDGE DIST -+ asr WOOD BUCK • . •. • • • • • • • • ar.i • • • • . • • •• • • • • • • • . .• •. •. • • • • •• • • • • • • • •• •-- • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • ANCHORS PER ANCHOR SCHEDULE. SEE SHEET 3 FOR SPACING AND QTY AT CLUSTERS. 411M" MAX SHIM 'STATE OF %�'n�'•. ! � R ti p �Py .' �t�' .`'�.�("n' "°rI`�RI' a m�au.�°Yuc WW ALTERNATE 3 TRACK EXTRUSION +�.n.,w. nw..uwo ea.esc 15-2257 i r ... . . . ... . . • .. .. • . • .. .. • • • . . •• • . • . • •• • • • • • . . • • • • ... • • •. •• ... . • MOLD RESISTANT SEALANT SEALANT �\ ii NOT BY LA ` t..—$...-.1 Ir j FINESTRA \�' MOLD RESISTANT, SEALANT 3 TRACK ANCHORING ... . .• . . ..... . .. " " MOLD RESISTANT `SEALANT MOLD RESISTANT SEALANT WOOD BUCKS AND METAL STRUCTURE NOT BY LA FINESTRA. o i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TILANSFER THEM TO THE BUILDING STRUCTURE. .. ... .. . • • .. •• • • • • • .. ... • • • • • .. i�_....-- ALTERNATE ANCHORING IN UEU OF THAW THRESHOLD SEE ANCHOR LAYOUT SHEET 1/4' MAX SHIM '''5000 Psi. NON SHRINK NON METALLIC GROUT ANCHORS PER ANCHOR SCHEDULE. SEE SHEET 3 FOR SPACING $ `BEO OF SEALANT NOT BY LA FINESTRA -1/4` MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE SHEET 3 FOR SPACING MOLD RESISTANT SEALANT SEALANT`, NOT BY LA N. FINESTRA r t 1 I' • MOLD RESISTANT SEALANT r BED OF SEALANT NOT BY LA FINESTRA --1/4" MAX SHIM N...ANCHORS PER ANCHOR SCHEDULE, SEE SHEET 3 FOR SPACING EXISTING HOST STRUCTURE- I/4-MAX 3 TRACK ANCHORING SHIM.__......._. ....,M.... _.,...,....._„....,....<......_._._..�._..._.�... .....�.. METAL STRUCTURES (STEEL OR ALUM. I/8' MIN. THICK) STEEL: Fy. 36 K5I MIN. ALUMINUM: 6063-T5 e 0 lY L/4' MAX SHIM • i y ,:— ANCHORS PER ANCHOR SCHEDULE. SEE SHEET 3 FOR SPACING ANCHORS PER ANCHOR SCHEDULE. SEE SHEET 3 FOR SPACING OR NO JAMB ANCHORS` EXISTING HOST STRUCTURE.. U4' MAX Lk P.T. WOOD SHIM •r • BUCK BYOTHERS • ! 2x P.T. WOOD BUCK BY OTHERS. —� 1/4" MAX SHIM 1-3 •• ••• • • • •.'• • W • • • • • • • � • •� • • • •• ••• •• •I SEALANT ON )AMBS WITH NO ANCHORS • • • • • 1 ! SH ALL BE DESIGNED 8Y OTHERS. • I • • • • • 1 • •' • ., �. _.— • • ••• • •/ • • _•.. .•.._ .. . • d, WOOD BUCKS AND METAL 81 STRUCTM 4OT • LA FINES•R I • • S • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • ••• • • • • w •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • ,. — ANCHORS PER ANCHOR SCHEDULE. SEE SHEET 3 FOR SPACING OR NO JAMB ANCHORS' ALTERNATE 3 TRACK EXTRUSION ANCHORS PER ANCHOR SCHEDULE. SEE SHEET 3 FOR SPACING OR NO JAMB ANCHORS* NOTE: EXTRUSIONS NOT TO SCALE. L.OP•MROO. CC. •00/6!W ..• . . • ••• • . •• •• •• •• • • •• •• • •• • • . •• •• •• •• • • • • •• • •••• •• •• • • •• •• •• • • •• •• • ••• • • • • ••• • • i1,1f1� ` `.��`, gEHN '�,lauwK�,�nlw�lmo.►.e AN PER SHEET ,4. TRACK ANCHORL�VG • ANCHORS PER ANCHOR • V� i'♦S ''' ~_ SCHEDSPA. SEE SHEET 3�' FOR SPACING AND QTY \\ ---•�. •-•- • • • • • � SCHEDULE. SEE SHEET 3 �� 1- �;' ND. 46544 i•' "-' � � "` \ • • • • • • • • • • • FOR SPACING AND QTY Al CLUSTERS. • • • •} EpClf DIST =• . • • '�� AT CLUSTERS. EDGE DISE- +,c 1r }— EDGE DIST'�- A • : • • i • � - STATE of 4 EoGE DiST f ---4 \ '' A,..N.O.4 o ,or • • . •' /pNAi . moo z - I/4' MAX SHIM W =•a ti ANCHORS PER ANCHOR SCHEDULE, SEE SHEET 3� FOR SPACING AND QTY ` AT CLUSTERS. `�� 1 +--- EDGE DIST —? .� 1 lir •• ` l.•• • • .• • • —,;••f� • T4, 1 1; }{ 3 \ y �j {,, IN, it Cl ,_ r J g fWOOD BUCKS AND METAL STRUCTURE NOT BY LA FINESTRA. j•MUST SUSTAIN LOADS IMPOSED BY GLAZING DTSItM AND 1 TRANSFER THEM TO THE BUILDING STRUCTURE. • • • 1 • •= • •L • •' • • .h• IBY WOOD BUCK ' ARM�-sluc �i ar c `{ f �I ' r _.._ W r=--=--- Imo, A. _ i' �,. 1j1 `._ fr _�;� I ' ! elm I• t r L c" r _-5�"_2_f �JL ...ANCHORS PER ANCHOR SCHEDULE. SEE SHEET 3 FOR SPACING AND QTY AT CLUSTERS. } EDGE DIST +- 4EDGE DIST;_ 28Y WOOD �`�---4_._.__ . '� _._- -�_ - �� •-aunt I/4• MAX SHIM ir 1 NOTE: EXTRUSIONS NOT TO SCALE. L:. A MOLD RESISTANT SEALANT EII1 - it 1 vr000 BUCKS AND METAL STRUCTURE NOT BY LA FINESTRA ' MUST SUSTAIN LOADS IMPOSED BY GLAZING STs I eM AND b TRANSFER THEM TO THE BUILDING STRUCTURE. 1 MOLD RESISTANT SEALANT 1i , MOLD RESISTANT SEALANT MOLD RESISTANT SEALANT 4 TRACK ANCHORING ALTERNATE ANCHORING IN LIEU OF THRU THRESHOLD SEE ANCHOR LAYOUT SHEET 1/4" MAX SHIM 5000 Ps . NON SHRINK NON . 4 METALLIC ° GROUT ANCHORS PER ANCHOR SCHEDULE. SEE SHEET 3 FOR SPACING v .•- ALTERNATE ANCHORING IN UEU 1 OF THRU THRESHOLD SEE ANCHOR LAYOUT SHEET 1/4* MAX SHIM y_Y SEALANT NOT NOT BY LA FiNE5TRA ... . . . . . .• 4 --1/4' MAI/ SHIIM • • • `• •• • • •• -.ICI••• •• • • • •. ji. 5000 Psi. NON SHRINK NON _y�j METALLIC • • • • • • • • • • • - ANCHORS PAN • • • • • • • SCHEDUL‘ SEE • • • • • • • • • 3FOR SP • • • • • • 'iLWTi • .• • ••• • .•• • . • • :•• • • . • • • • • • • • • ••. • • • • • . • . • • • • • • • • • 0 • • • • • • • ••• • • • SS• • • -ANCHORS PER ANCHOR SCHEDULE. SEE SHEET 3 FOR SPACING BEN �n Ai' �PSGATEE Of �� ' aow1M _►�0,re.l� No46549 0R10 . Fs '•.,,,. t14'3scaibeewixawru,ao, S/ . voroa'). ". u.• na6!t, J.: B• aZ ; Ln; ALTERNATE ANCHORING IN LIEU OF THRU THRESHOLD SEE ANCHOR LAYOUT SHEET NOTE: EXTRUSIONS NOT TO SCALE 15-2257 11 ••• • • • ••• • • • •• •• • • • • •• •• • • • • • • • • • • • • •• • ••• • • •• • •• •• •• • •• • •• ••• • • •• • ••• • • • EXISTING HOST STRUCTURE 1 I._ in'' , GQ ANCHORS PER ANCHOR SCHEDULE. SEE SHEET 3 FOR SPACING OR NO JAMB ANCHORS* 1/44 MAX SHIM ,l } SILICONE! ,,Uanukn1nnn;I tu • 4 TRACK•ANCHORIl4O• • ' • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • SILICONE 1i 1 •• ••• •• • • • •• • • • • • • • • • • •• •• •• I • • " Ja P.T. WOOD • • • • • HNAI • BUCK BY OTHERS •• tea • - -,•. r,) k� a` W �t j k i II �� -t..� SILICONE ANCHORS PER ANCHOR SCHEDULE. SEE SHEET • . 3 FOR SPACING' OR NO JAMB ANCHORS" SEALANT ON JAMBS WITH NO ANCHORS SHALL BE DESIGNED BY OTHERS. • . � r: ! l.. - jL S\X 7: • BENNq No.46549 ✓, # .# '�' STATEOF b ,y} taLC$ b W rl O NOTE: EXTRUSIONS NOT,TO SCALE.- 1 •'J *MAIL WORM RE. n� 1, 15-2257 �CA1,R, . N.T.t ... . Y �n 1 • 4 TRACK ANCHORING 1/ 4" MAX SHIM 7- ''''--------'13---7--5,:-,2r----fi „ 141 ,: \ ii „,,,,,,. ji_,.. (Fk="7=41 t I • t7 ti.1 • 1 1 : ; - METAL STRUCTURES ( STEEL OR ALUM. 1/6" -- MIN THICK) STEEL Fr. 36 KSI MIN. ALUMINUM: 6063-I5 MIN. SIUCONE 1,7 h „HT [MI ANCHORS PER ANCHOR - SCHEDULE. $EE SHEET - 3 FOR SPACING (SILICONE OR NO IAMB ANCHORS" 1: ,k ,•0 '. .s...--L— i 11 ,f a ----- —.' I --("."1) 2, P.T. WOOD BUCK EN ANCHORS PER ANCHOR SCHEDULE. SEE SHEET 3 FOR SPACING OR NO JAMB ANCHORS* 0 •• ••• • • • • • •• • s ,,, • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I- Swum: Oti 'PBS Witwie 004 1 • • • • • • i SHALL IliE DESICEIED 4 o • • • • • ,• • ., • • - • —•--•—• • . • • • • • • • • • • • • • 1/4- MAX SHIM 4-1 ri' i 1 4 1, ii I I ,_ SILICONE Iii 4 I ,.......,..,:/i• li il 1f, 11 11_, 11 • r-- 1:7,- -----,, ! 1 .......-111 l - ' 1 Ci ---V il 'j'r , 1 •; - SILICONE bILL ::.,', -1-4r. "----'-i-, .''''Id:::: I: d , :rd. _ dt li p _.*,,,IdIttd-J,—Ild • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 04141 • • NOTE: 1 EXTRUSIONS NOT TO SCALE. ... . . . ••• • • • •• •• •• • • •• •• • •• • • • •• •. •• • • • • • •• • •••• • • • • • • • •• • •. • •• ••• • •• • •• • • • • • • 2 TRACK CONFIGURATIONS It fI TRACK CONFIGURATION • • ' • • • • • • • • • • • • • • • AE7iY f+l iMOINIMIMMONIMINOMIZ •• Pr• IA)• • • • • • • • mOro xx OR xO oxo • • • • 3 TRACK CONFIGURATIONS 8 ACTIN Pxxx )00(P OX)00(o 4 TRACK CONFIGURATIONS' MOO(xxxxP a I NOTE: OTHER CUSTOM CONFIGURATIONS WITH UNLDUTEO DOORS ALLOWED UNDER SITE SPECIFIC CONDITIONS. i . MOVABLE PANEL 'D' : FIXED PANEL 1 P' POVET y � k CI •• ••• • • . • • •• 4 r---2:1:11 ler Si. )xx opcxxo PJ000001C Li.. 110 a II xxxx MOO( xxxo Px00000(P ` �Q�, • �lCElp '•� • ,Er•ow0 VT -a: o.46s4,, O ••..• Staff OF y0,P .oRIDP;• .zs, i ieiied,rtovi�u oe •' •••••" ' ,' t•w•u•aNarwMw, a•f �`''.�NAL ENS';.+ r t1EC PxxP err 3 L FRAME ASSEMBLY SCREW PART * JOA I oi PART 415003 BY MONTICELLI SCREW PART* 10A APPLY SEALANT ON ALL FRAME JOINTS (TYPO SUDING DOOR PANEL ASSEMBLY (TYPA MONTICELL1 APPLY SEALANT ON ALL FRAME JOINTS (TYP.) SLIDING DOOR FRAME ASSEMBLY iT01)1 *108 4 PHILLIPS FH SMS SCREWS /t T SHOLD 1 0 I , • • AAW • • iNSTALIATION ;‘, •• 04 VERTICAL • FRAME (JAME). • • • • • ,0 • • • • • • • • • • • • • • • • • • • • • • • • : • • • . &ID INd WO% PRAM E ASSEMBLY '(130TTOM) APPLY PECORA 895 --, STRUCTURAL SEALANT ON ALL PRAM JOINTS (TYP.) \ r . • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • " • • • • • • • • • • • • • • • • • • • • • • • • • • ^ 2.260 [57.4mm) 7 r • �0.055(1.4mmJ f R R0.0S9 [R1.5mmj-, 1 z y , Ot at tn N fff ••• • • • ••• • • • •• •• • • • •• •• • •• • • •• •• ••. • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •RIJ SIO S ••• '• t r • • • - • 41-4r-- • ' • • • • • •• • • • • • • ▪ e • • • • • • • • • ` • • • • • • ••-s--•—-2.248[57.1mm1 • ••• • • •• ••• . • • i- • • •• _ ` 0.738[19Jm) •• : ••• ( •♦; i, • • • ur- €- $ •`• • •• •• Fi • (3j -., 6063-TS. 1- 2.217 (56.3mm) • • • • • • • • • • 1.623 [41.2mmJ--{ r 1.069 [27.1mm) 1 I n] ' 0.079(2.0mm7? 0.258 j4.0mm)-ter - g . 2.058 (52.3mmJ--.--.. . µ. 0.158 (4.0mmj n � 0.788 [20.Omm) ; f' 4 :0.079 (2.0n m 1 A 6063-T3 0.071(2.8mm] 2.217 (56.3mm) i + —1.623 (41.2mm) ----i } 1.069 [27.1111m)- ` F i -_, i y 0.079 j2.Ommj -t 0.079 (2.0mm7 J t 0.079 t2.0mm} % 1 ---n j 7 1 t I H : l..} M ti i. 7 -----2.047 [52.0mmj -0.080 (2.omm) ! 4_-0.590 [15.0mm) i 'L �i EEs I LAi , b L: y 6063-T5 k--1.168 130.2mm1-� * • ••:; ) :• 4 +r=QOS9 (1.. ntnJ -1.188 [30.2mmj 4 1t111tt r—„— .BFM 1.1Q;,-".0CErys .Cl c*: No,46549 * 70 4sSTATEOp f - 0.730 [19.0mm1 0.754 Mann) {------ 2.000 Mann] — I REINFORCEMENT 1 -1.114 [28.3mm) iMa410 ,1.1. ; 4 t 1.945 [49.40m1 0.750 [19.0mrnj 40.978 (24.0rnin1.- • • , I . 0.723 [18.4m0t1 )' E I 1 t fst •••• 0,047 tiammi (1.0rnm] (i.ommi 6063-T5 45 6063-T5 6063 P026673 ( 9 ) 6063-13 EXTRUSIONS 1 5.500 (139.69mon] ..., , ,. ., .1 i 1 1 1 , 1 i ! , ! 1 604-3:Ts` ,t , 1 1 t ; _1E ; — 1.965 (49.91mtn) 0.625 isom.) 0.626 115.89MM3 -'i 0.627 121.00mm) 0 828 (21.0irtm) 0.315 [8.01mm] P026305 DOOR HEADER & JAMB FRAME 0.027 (21.0081mj 0.827 (21.00fftrn) • --• - 1.965 t49.90<nen] ----I- I .1 --, ; Z i 600-35 . = . — • 0 308 (7.83mm) ....._.- -1-;.-1 '. P026307 5.045 t128.148184 TRACK (SECTION VIEW) 0,472 [12.00mml • , • l i i . 1 1 P026i--67' )3M 4 • • ••••• •••• ' ei.,l41.:-..'•8' -c-' •• ''.:••Irp•t„ :o• ::::-••.2• (11 aoi.r1 .• ::.:,_..i,..r 0 I:: Liil'1 P026308 • • • • • • • • • • • • • • • • NEW TRACK i-tc). U6I144 •• eoe • • • • • • (sEcritm VIEW) 5.579 (141.71mm) ALTERNATE DOOR HEADER & JAMB FRAME 6063-TS Z W w " Z wUJ n ZX • • • • • • • • • • • • • • • • • • 0 0 0 • . • • • • • • • • • . • • *0 00 • • • 00 0* 000 . • • 000 • • r� 0.317 [8.04mm) \ 0.833 (21.15mm) 0.62! 115.96mm) 1 3:'.; 8.343 j211.90rtrn ..• . . . ... :. . . . •• . . • •• • . . . •. .• • • •• • • •• • •• • •.. • . • • • . •. . . • . • • • • • • • • ..• . • EXTRUSIONS;¢,;, • ... . • ••,. • • •• • • • T . , _ . �- =-• , • • • • • • •• •• • • •? • • • • • • • • • • 1 • • • tr II 6°6!-Ts 4T-0.06311.61mm) 1 1.974 [50.1.nm) 0.833 [21.15mm) J 0.831121.11mm) 0.946 (24.02496) /n1 n J F t ._ 5 a. 1.975150.17mm] (24) 6063-T5 1.980 [50.29mm] -.0.831 (21.11mm) . i 1..975 (50.17mm) i 3 .1 a. 7.879 1200.12mm3 . 0.833 (2L15mm) : r r-0.554 114.08mmj r 0.554114.08mm) 0.886 (22.51mm) 2.252 [57.21mmj -.-1- a 2.252 (57.21mm) I iii o __ L 2s)- 60663-T5 1 • .• . . 40.317 [$.04mm) `0.628 (15.96mm) i-0.831 (21.11mm) 0.489 (12.42mm) n 0.475 (12.07mmj i f 0.554 114.08tmm) 1.091 (27.70 mn3 j�S Gt' ri I ! 8.817 [223.95mm) r • • •• • • • • • • • • • • • • • • • N [Y •• of -- 1.894 (48.10mm)v '''`E � �' 411' ENSF 0.46549 * IS STATE OF O y 64 F210P:: ' 4.. °NAL .., :• 'ynrnrn3�1�` c t t3 E 0 ALTERNATE DOOR HEADER &]AMB FRAME-` 6063-T5 FRANK Mummy°. 40ws.91 • 9Mt tYU.NoJ • 4 u d Zz 1 El I V;V TF, . biAL11,1, Ir 15-2257w. MC m AT.• 20 0 • EXTRUSIONS 0.946 [24.02nrn] 1� 0.831 [21.11mm3 _. -1.975 [50.17mm] 0.554 [14.08mm] 0.886 [22.51mm i. i r. i.r`cl Ti 1073.[25.24mm3 I• .4r �} 1 _.l C L 1i t31; 6063-TS .--2.252 [57.21mm)..--- ,.0.831 (21.11mm] -1.975 [50.17mm3---- --10.685 (271.40nmi] -0.831 [21.11mm] — 1.975 (50.17mm3 •- 0.831 [21.11mm] 0.489 [12.42mm] -0.554 (14.08mm) r0.554 [14.08mm] 1 / —2.252 [57.21mm]------4--_ F.----........-..-__.--.2.252 [57.21mm) --; 7 32) 1 i ;� 6063-TS ; ,O -1.931 [49.0mm] .-----: :33} 6063-TS 04313 (7.9mm) • 6.1 0 `34) 6063-T5 11.623 [295.23mml 0.475 [12.07mm] 0.554 [14.08mm] r"" 1.091 [27.70mm] 4 y ._j t 1.038 [26.4mm]-t [ 1 � ---- - t -- 0.120 [3,0mm1 y'. ••k, ••• • • • • •• . •• so • • N • • • to • . ... • • • • • • • • • • • • • • • • • • r 'r REINFOR Et4 r ••. . • • ••. . . • . . . •. • •• • • • •... •. •. • • . • . •• . •. • • • . • .. •• . . • .. •• ••• • . . ..• . • t(36\ REINFORCEMENT 3 ... • • • • •.. • • •.. . • • .• •• • . .• .• • • •. •. •• •.• . • •... •. • • • • •• • • •. •• •. • . . O.,.• •_ ~ PART # DESCRIPTION r MATERIAL ••. i•• •.12fMAi S` : • �r= ‘ � ~ 1 -, P026301 1 SASH - MOBIL PANEL 6063•T55 • • ! G " -' ; ` r c;-s,� ' GRAM) 1A P026301-SHARP • SASH - MOBIL PANEL` ` 6063-'F5• '___Na Ql;j.1PPCi PROFILATI.. " _ * ; 2 P026302 . JOINT - SASH JOINT 60-� 63-t5 • GRUPPO PROFILATI . �.. 3 P026303 Rs CAP - SMALL COVER FOR SASH JT. L 6063 T5 ; GRUPPO PROFILATI : o..,.. < 4 IP026304 CENTRAL MEETING ASTRAGAL ? 6063-16 ..• GROPPO'PRIIF11ATi,_ _ %`- s hi 5 4P026305 FRAME - JAMB/HEAD i 6063-T4 •_- • GkkI4PZ) AR FRATi - t "'',r 5A �- ALTERNATE FRAME - JAMB/HEAD 1 6063-T5 ;G�t4 Mg) I RIyFiAhI 6 P026306 COVER - LG COVER FOR FRAME 6063-T9 • • •;•GRUPPO"PROFAA- . 7 P026307 TRACK COVER FOR BASE TRACK 6063-T5 S GRUPPO PROFILATI , 8 9P026673 P026308 TRACK BASE (THRESHOLD) . 6063-T5 —? GRUPPO PROFILATI st SILL RISER 65 MM (2.55") 6063-T5 j GRUPPO PROFILATI 10 /P026674 SASH REINFORCEMENT 1 6063-T5 1 GRUPPO PROFILATI 11 P026673 MODIFIED SILL RISER 65 MM (4") 6063-T5 GRUPPO PROFILATI 12 5003 _i CORNER KEY FOR SASH ': TBD ? I BY MONTICELLI 13 14 15 1TA.81.1981.PRN.2I.WN t0410 CORNER KEY FOR FRAME TBD ? ;'• BY MONTICELLI OR EQUAL 1TA.81.1981.PRN.212.WSS TANDEM ROLLER ITEM S.S. _ BY AMESBURY- TANDEM ROLLER ITEM S.S. l BY AMESBURY - 16 !SS.ADH.3006.84 LOCK - SLIDING DOOR LOCK S.S. 1 BY AMESBURY 17 18 ;ULTRA ?SS.ADH.3021.84 • KEEPER S.S. 1 BY AMESBURY FAB ? WEATHER SEAL - TRIFIN s WEATHERING I BY TRIFIN 19 1PECORA 895 SILICON FOR•GLAZING 1 SILCONE I BY PECORA 20 1P026309 `- INSULATED GLASS BEAD 1 6063-T5 } GRUPPO PROFILATI - 21 1P026310 • ;LAMINATED GLASS BEAD 1 6063-T5 It GRUPPO PROFILATI 22 1P026310 ALTERNATE LAMINATED GLASS BEAD ' 6063-T5 1 GRUPPO PROFILATI 23 JP026305-MOD 23A- 3-TRACK (HEAD/JAMB) a 1 6063-T5 ? GRUPPO PROFILATI . --' o.,. �_ �. 4ALTERNATE 3-TRACK (HEAD/JAMB) 6063-T5 I GRUPPO PROFILATI 24 0P026307-MOD , 3-TRACK SILL COVER - 6063-T5 ; GRUPPO PROFILATI 25 1P026308-MOD 3-TRACK SILL BASE 6063-T5 ' GRUPPO PROFILATI 26 1- 2"x2" 40 PPI FOAM FOAM -1.AT ENDS & 6" FROM ENDS & 12" O.C. MAX - BALANCE 27 =- ' 2 3/4"xl" 40 PPI FOAM ' - a! FOAM 1 ON ONE SIDE OF WEEP HOLE 28 1- 2 3/4"x1/2" 40 PPI FOAM f FOAM t ON OPP. SIDE OF #26 29 1- 2"X4" DUST PLUG # - ULTRAFAB (UNDER EACH INTERLOCK AND LOCKSTIL.E) 30 1 DOOR HANDLE i - - 31 1- 4-TRACK SILL COVER ! 6063-T5 ° GRUPPO PROFILATI 32 I- 4-TRACK SILL BASE 1 6063-T5 GRUPPO PROFILATI 33 }"}- 4-TRACK FRAME ADAPTOR ? 6063-T5 GRUPPO PROFILATI 34 ,- DOOR FRAME STOP i 6063-T5 GRUPPO PROFILATI 35 1- • ALUMINUM REINFORCEMENT t 6063-T5 36 1- -. • STEEL REINFORCEMENT. ADD -ON I A-36 . (2) 1.65"x 0.188" STEEL REINFORCEMENT BARS ,,,Vauyr,, ,.,.. `` . BEItlfr‘ ' • • 414: Mn�_ ENgF ••., 46549 ..� 1 pcsoolasa+. rp• 15-2257 `ieiuw". wra i' J �.- • LA FIN ESTRA, LC SERIES CASEMENT/FIXED WINDOW "SLIM PROFILE" LARGE MISSILE IMPACT RESISTANT GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN ANO OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TA5 201 / 202 / 203 & ASTM E1300-09 STANOARDS. 2. NO 33-1/3% INCREASE /N ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR C3=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED .FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON.A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE: SITE SPECIFIC LOAD WINO LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE 8Y SEPARATE ENGINEERING CERTIFICATION AND SHALL Be LESS THAN OR EQUAL TO THE. POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC ANO 00E5 NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHTTECT SHALL. PREPARE SITE SPECIFIC DOCUMENTS FOR USE INCONJUNCTION WITH THIS DOCUMENT. 5, PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS. (By OTHERS} SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO Ili£ EXISTING STRUCTURE: 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 606 -T6 ALUMINUM. ALLOY, UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS, 1NSTAt1AT14N SCREWS. ANT/GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 001i5I, 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE; 11. GLAZING ILLUSTRATED HEREIN UTILIZES KURARAY BUTACITE PVB INTERLAYER BY KURARAY.AMERICA, INC. (HOAR 14-0916,10) 12. APPROVED FOR SHAD. AND LARGE. MISSILE IMPACT APPLICATIONS, SEE GLASS TYPES FOR ANY RESTRICTIONS 13. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. el. INDEMNIFIES& SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL. FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,; SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. foil ••• • •' • •.• foil 15. AL TIONS, +ADIt10) O , 6 0S1ERPMMX15SIIS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE S CER d0 • • • • • 16. AN ECU M S•OF !GRI•SS SLLAND HA6E OBSERVED D ARE. NOT IN THIS CERTIFICATION. 17. Trok.)0CU5400 13T tDOEStAN� ENS GPEFFICIENCY RATING OF THE PRODUCTS. HURRICANE ENGINEERING & TESTING INC LAB REPORT NUMBER HE171.15-5110 & HETtt-15.5111 • •.• • • • • • • • • • • • • • • • • • • • • • • • • • foil • • • • • • • •• • • •• • • • • .• • .• •• •.. • FL 19605.1 r7rYOoOt1{3 9 ia 340 15-3050 scam SF4O,,,,RSI01 PAIMP4GM19413 8 • • • • • • . • • • • . •• • • •• • • •• •••• •• •• •• • •• • • •• • •• • • • • • •• foil . . • •. •. ..• • • • 0400 • • 21/2'MAX FROM ANY JOINT OR CORNER (TYP.) UNLIMITED NUMBER OF PANELS 7/6" 37 7/B" 7/8" 37 MAX. "--D:L.Q. MAX.. --37 MAX.---._€€.— 'D.t'(1, +^D.4,0.-- /� 11 D.L.O:-"---. „_ f. •-,• v J G ..- I (L' I ., ii!_—t GL-1 j • ajQ} {qJ ( { ♦Q�A� �" Sl�i•1— ~-EQUAL.1•-EQUI1.- ! y5 --3i0uAL}} EQU LY S,ri-i /-EQUAL-1i5' -�3" . t o 21/7." MAX FROM ANY IOINT OR - CORNER (TYD. HINGE LAY° TYPICAL ELEVATION- . D.L.O. WIDTH-' WINDOW WIDTH -7 e" 0.1.0. LENGTH m WINDOW :LENGTH -7 }" .. .MAX..DEGIGN•PR .S9U ,ES ....:•• • • -'-•• ...• . • F' .. O •' • • • • • • •. • ._'• . - . •.. • • . • . . . • • •• •. ••.• •• •. •• • . . •• •• • • • . • • . ••• •• •• •. •. •..• .: • . •.•• • .. NTIGUOUS WINDOWS ALLOWED IF APPROVED 1tUMINUM MULLION IS USED "FIXED" SASH OPERA0LE OR. "FIXE'17 GLPSS.TYPE f+:=1 7iis° LAM1NATEQ: :-: 3/16" HEAT STRENGTHENED GLASS .090" KURARAY BUTACITE P.V.B. UNTEALAYER 3/16":HEAT STRENGTI IMO GLEES , L<• v '°t 0 404 t4 yfts o0.40s I.TEMEXUEUS 9YXEE Of SDN,IMT AT PIACI. FM HEAD DETAIL THRU WOOD I . CONC. EXTERIOR EXISTING HOST STRUCTURE EDGE DIST lir MAX SHIM U4 MAX SHIM -ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2 FOR SPACING WOOD BUCK HEAD DETAIL 1 L INTO WOOD HEAD DETAIL INTO METAL • —�v • • • • EDGE GIST 4I4' MAX SHIM EDGE OAST i/4" MAX SWIM fi ANCHORS PER ANCHOR SCHEDULE, SEE TYPICAL ELEVATION ON SHEET 2 FOR SPACING `2BY WOOD BUCX ANCHORS PER / ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2 FOR SPACING METAL STRUCTURES (STEEL OR AWM.lir MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUt4INUM: 6063-TS MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY LA. FINESTRA MUST SUSTAIN LOADSIMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ALL SUBSTRATES SHOWN CAN BE INTERCHANGEABLE AT ANY PERIMETER LOCATION • • ANCHORS PER •• •• • • •• • • • •• ~� ANCHOR SCHEDULE. / l �.. SEE TYPICAL. ELEVATION � FORSHEET 2• • • • • • • • EXISTING HOST SPACING • • • • • • • • • • STRUCTURE • • •• • • • • • • • • / • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • vi 5 iP? a CCAMITEYF»IEMIAEOVIO 15-3050 SCAM 2D E TM5101 ►.A!4! R!l9EBILT24Bi ANCHORS PER ANCHOR SCH SEE TYPICAL, ELEVATION ON SHEET 2 FOR SPACING, 1/4" MAX SHIM 0 IAMB DETAIL 3 THRU WOOD INTO CONC. 1/4` MAX SHU4 EXTERIOR CONTINUOUS SEALANT TYP. FRAME WIDTH ANCHORS PER -t J ANCHORS PER ANCHOR 11 ANCHORSCHEOU SEE TYPICAL I SEE TYPICAL ELEVATION ON ELEVATION ON SHEET 2 FOR SHEET 2 FOR. SPACING SPACING CONTINUOUS BACKBEO OP SEALANT AT FLANGE TYP. AMB DETAIL NTO WOOD 4 -1/4" U4` OR #14 F.H.S.M.S. 2.1/2' MAX.. FROM ENDS & 14 1/2" O.C. MAX. NOTE: OFFSET FRAME FASTENERS ON OPPOSITE SIDE OF MULLION FRAME WIDTH C) VERTICAL MULLION METAL STRUCTURES (STEEL OR. ALUM. 1/8` MIN. THICK) STEEL Fy= 36 KSI MIN. ALUMINUM; 6063-T5MIN- YJ •• •;I •• •• • ••• •• n • • • • • ....-_ •s s� • • • • • DETAIL•• ••• • •• p•_/_418 • • INTO METAL• • • • • • • •- • • •• • .• • • • • • • • • • • • • • • • •• • • • • • �..••o 4* - • •' • • • • . • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • 0 0 • • • • • • • 1 ORS: FOR ESPAACON PAGE 2 ING & QUANTITY SEE 'A' " t/4" DIA. ULT_R CD.N 0Y'ELLO` (Fu=127 K lya155 KSI) THRU IBY INTO CONCRETE (2846 PSIMIN) OR GROUT FILLED BLOCK (ASTM C90) 1-3/4" MIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. : TYPED' - I.L' PIA VVINIKQN_l!TAW (Fu-177 KSI,- `:. Fy:i55KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYPP2 G.0.55 MIN) C -1-1/2' MIN. PENETRATION INTO WOOD' ' TYPE',:1/.4:20 DIA., SKEET METAL. SCREW (GRADE 5 MIN) (Fu*120 KSI. Fy=96 KSL) INTO METAL STRUCTURES (5 PINCHES PASS THE THREAD PLANE MIN.) STEEL:1(3" Tt1K. MIN. (Fy.36 KS! MIN) AWMINUM: -1/8• THK. MIN. (6063-TS MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'O' - 8/16^ 02A, ULTRACON BY 'ELCO" (Fu.177 KSI, Fy►155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYPA2 G.O.55 MIN) 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL ,E06E,' 425T_yN0 INTO CONCRETE/GROUT FIILED:atom- 2•tir MIN. INTO W000 STRUCTURE - 1` MIN. (FOR TYPE 'El INTO WOOD STRUCTURE : 1 MIN. (FOR TYPE `0") INTO METAL STRUCTURE - 3 MIN. 7PEMM63?9kkA0. 12/'fan P, sfroofsi$i of '4 ill 15-3050 $CA1.tE R€EOETmaim 0 27713 • FRAME HEAD,HEAD,1AriB itSAI 27919.4ENT FRAME sns need- RAKE � 9040.61.AZm HEAD (0/16'GLASS) M"'..11tirl �,ES.. 713 � 1„.. � '-• Fr it,lasO4NNARM/. P.E. 2 f 3i ..n. ,,«( .y("—jh ... j Lam I �) �' .' F ...,-•ter Of �:. sl ,r L+ , Q- Ft.o0- ., �c —I. � _.........x. '•.. 027569- MUM () 27569. !MIRED MUM ®0409 • RNNEJYEN( CORM* KEY D0RtdO9• WEDGE GASKET UN- WEATHER STRIP GASKET a.0 /7!J/%/yj i 7 ' i ; i, / ' t .a�#.y' 11 PM, • SCALE . u n ti LA FINESTRA, LC 2790 NW 104THCOURT DORAL, FL (305) 599-8093 FLORIDA PRODUCT APPROVAL CASEMIENT/FIXED 2790 NW 104TH COURT, MIAMT, FL MSC 5714 EDITTON (2014) PRODUCT APPROVAL *19605.1 EFITING 03OCR r/+�` ..„ / r .......- 11 f60/2 Burl SINGE CD lNK 5P5/SS MUSHROOM MAD & KEEPER } ,_, _,,......, } d 10041023 - OPERATING HA1tflW1ATtk GlESSE 10D4/MASIER 6025 ( '- 4 . i. . � 1 6 ••ll, ••• • .. • • • •• 1 2230/6413 • IATCH KEEPER INTERNAL MOVEMENT GIESSE 225NMES!ER 6415 i • •• • • ••• •• _ • • • • • • .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •� 15-3050 •CALEE� Off PETM8I01 PA•! •!•CR1Rf•Ns • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • DILL OF MATEIIALS - ITEM . . . PART No. QUANTITY DESCRIPTION MATERIAL LOCATION. -.................... 'MANUFACTURER r 27703 4 RAME HEAD/AMR/Silk ALUM, AL -6060-T5 WIPIOOW F8AME GRUPO OFILATI - 27919 4 VENT HEAD/JAmaislu. Atom. AL --ROW -T5 W VENT 080P0 PROELATI 27662 4 VENT HEADAJAmE/SiLL Aium. AL -6060-T5 WINDOW vgNT GRUPO PROFILATI 01 9040 4/NEN r GLAZING BEAD (9/ I 6T QtASS) ALUM. AL -6C160-IS fW6L PERIMETER GRUPO PROEILA11 0 ' 2/1 A 6/jAMEt 3/Elf-A0/SILL 1 0 FM.S.M.S. S.S PANEL PERIMETER VARIOUS ID 27569 2 MULLION ALU/4 Al. -6060-• 15 DETWEEN FRAMES GRUPO PROEILATI 0409 S EA. CORNER FRAME CORNER KEY CAST ALIJMINLIM FRAME CORNERS MONDCF3..Lt 16 s• 002Z909 AS REO'D. WEDGE GASKET • EPOM PANEL GLALNG PERIM. (I. TERIOR) • 2666 • AS REO D. WEATHERSTRIP GASKET FPOM FRAME JAMEVASTRAGAIJERAME PANEL PROPItAll SpA 895/995 CONTINUOUS STRUCTURAL SIUCGNE SILICONE PERIMETER GLASS TO METAL PECIIRA Oft OW C04I444C 6 . N/A .• 2 e./.. Lit OF GASS 1 kt." x Ix'• X r Lc. SUING BLOCK 00990EO SUCONE a rrfROm 0435 OR 1/4 por44/9 GENERIC • -160/2 4T DUITHtNGES • ALUM. 6060-T5 PANEL AND FRAME JAMBS DOMAL •6 ,CD-PIPK-SPS/SS _6„,(VE.NT 4/VENT MUSHROOM HEAD AND KEEPERS S,P.S../S,S, PANEL ,Ama AT I-)P & DOTTOM SULLIVAN CD-MPK- 100-SS 4/VEN1 MULTROINT KEEPER KIT s.s./ALimiNum PANEL 4A146 AT I OP & HO rIGM Suu.NAm 1004/6025 2/VENT OPERATING HANDLE ALUMINUM EACH PANEL JAMB MASTER/GIESSE 1• 2250/6415 2/VENT LATCN KEEPER ALUMINUM EACH PANEL JAMB mASTCR/tx:SsE 0 1286 5-PONT LOCKING SYSTEM 5.8. VENT TOP & norrom .. AMESBURY 3/16H.S. .090 PVI3 NEREAYER 3/16" 11 5, GIAES TAIL 00 • • • • • 000 00 • • • —410 • .0 • 140 0** • • • • • • • • • • • • • • • • • • • • • • • . • . • • • 0410 • • • • • • • • • • • • • • • • . • • t)( • • • • • • •VENT CORNER DETAIL • see • . • • • . • • . • • • • • 000 • • • • • • • • • . • • • 00 00 • • • 0* 00 • • • • • • . • • • • • NOTE: ALL FRAME MITERED CORNERS SHALL 9E SEALED WITH SILICONE TYP. „A) Es Tr FRAME CORNER DETAIL t. MOO, PA 549 • 12/18/2 IretvAi3i r <g- co e CCPrinfreCeffaatiOEBR968 15-3050 sous, SEE Ofix9,9 101 Pr1ONk Bromley . Cook I ENGINEERING STRUCTURAL ENGINEERING SERVICES PRODUCT EVALUATION REPORT EKU-53 OUTSWING ALUMINUM FRENCH DOOR: Product: FL18429.1 EKU-53 Outswing Aluminur'n.French Door Large Missile Small Impact Resistant, Manufacturer: La Finestra 2790 N.W. 104 Court Miami, FL 33172 (305) 599-8093 5440 N.W. 33rd Avenue Suite 100 Fort Lauderdale, FI. 33309 tel: 954.772.4624 fax: 954-772-4634 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1-D-(Engineering Evaluation). This product complies with the requirements of the Florida Building Code both inside and outside of the High Velocity Hurricane Zone. The oduct testing stanclprds performed are outlined below. • • • • • • . ▪ • • Techgicaf Docuifgint'ation: • • • • • . •. ••••t) Instaliatipn Drawir s FN-EKU53-FD, Signed and Sealed by William D. Cook, P.E. on ©8/28/2015. • • • • • .. • • ••• . .. 2) Tepinig jo TAS 201, TAS 202, and TAS 203 from • • HurrltAne Engineering & Testing Inc. 6120 NW 104 Court, Doral, Florida 33178, Test Reports No.: HETI-08-2005, HETI-08-2020, HETI-08-2163, HETI-08-2076A, HETI-11-3365 all dated 10/31/2008, all Signed and Sealed by Candido Font, P.E., • Hurricane Engineering & Testing Inc. 6120 NW 104 Court, Doral, Florida 33178, Test Reports No.: HETI-09-2627, HETI-09-2677, HETI-10-3002, HETI-10-3003, HETI-10-3009, HETI-10-3010 all dated 04/06/2010, all Signed and Sealed by Candido Font, P.E., • Fenestration Testing Laboratory, Inc. 1677 West 31st Place, Hialeah, Florida 33012, Test Reports No. FTL-4531, dated 07/11/05 and Test Report No. FTL-3881 dated 10/18/04, both signed and sealed by Edmundo Largaespada, P.E: 3) Supplemental Calculations to support FN-EKU53-FD, signed and sealed by William D. Cook, P.E. w Broimley •,Cook 41 STRUCTURAL ENGINEERING SERVICES ENGINEERING. 5440 N.W. 33rd Avenue N Suite 100 t .: 1. 1 `. Fort Lauderdale,, F1.,33309 tel: 954-772-4624 fax: 954-772-4634 Limitations of Use for this•product: f-t1' I'e-' _ T`)11= It Si'' • See Installation Drawings FN-EKU53-FD for approved anchor methods and spacing. • Product is impact rated and does not require the use of shutters in windborne debris regions. • May be used inside and outside the High Velocity HurricaneiZon`e!il, ' ---' r 11" 1 II(' 4:;r•-lw • See Installation Drawings FN-EKU53-FD for size and design pressure limitations a, ,. , r i '''ri,A-i rf lmini _•,° 4. , tr;•t}.4 L ;1.- • l ' �?1 1 3' (, 1y ;^p• it 3 d� ;:ri.i sF 8)�i Certification of Independence: Bromley -Cook Engineering and William D. Cook, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the' product or in any other entity involved in the approval process of the product named in this evaluation r report. , `%.,o>I�.......................... 00k III, 0:11,>. For further questions.please'contact-this,firm:i! . ..+ oY .c. !, ' { t :.-, N° yi 1' _ 1'E2 2015 r , q V} C 1 T: • • r. 4J.1 ;"7i� `rtt�i lakj 't{I SC}! irR �: 1 ,?�' (�iD', � 4G'' 4 LITE.). c..! ` 44 1 $ v C.A. i '`! I' ' 01 1 J. eol _, er:., ') .G'"' ''� `k 4 Wilil -� Co ,. V`` - 5i i 1 7 r' 9r t Y, ,0lt-i \in. (, ,-it,f it„:1 1 wr.:811. 3? 1, 1, 1)11 a'!;lliv*S'•iC�} -E • 4'• ,,it{ t i '1.• .., 1. 1 • ,., 1. -*.. j • �•• w�,• • it vt71. .t •• i r L.:..... • •:. • • r • • • • • i • .lild, it.. F+,• . • •• •• • • • • • • • • • • • 4 • • • ••••• •••• t. • • • •• • • •• • • • • • g t ' • n" n-1 _ 4 ` 1. �;n 1 i : ! -� �. �Cr-s,i '17":4 . alt ''ccies" . D. W "t; 1 '12w"F E ii; • ,;3, . t ri1 r I h.. ;10 ' 7.1 t)d F t,' R M.. .G.l yy,.Oi 21 /',i,1 tai � 4•, 1! 1" , a 1�.�._i '� l �",y�J, ill• t.yri '1 tf•r( , ltib)r {k' )'.d ty-.,11 2 , ., t„ ):sty 1 h fl,oi'Ii It .;riP1,�r.:'�{.>> i!`t ,iislJiiy� • � � ,� . .a'�i •��8'}1� 1 t7,, r J`i • • +., 1 it+ �_ i !Fi t r ��: r1 i i it '4 i'".1t'i%' r" i 1 t •,, ! ,C. 1 ' .^! J-1,'Ij:• 'r't.l10 i • • • •• LA FINESTRA, LC SERIES: EKU 53 OUTSWING FRENCH DOOR (HIGH LOAD) TYPICAL UNIT ELEVATIONS MAx. DOOR 517E5 SHOWN MULTIPLE UNITS STACKED SIDE BY SIDE MUST HAVE APPROVED MUUJONS BETWEEN EACH WINDOW FRAME 15EE ALTERNATE CONFiGURATION5 ON PAGE 2) n• M. IMF WITH xr Of SEE PACE 6 YLF, FOR ANCHOR i 4. 6.C. SEE PAGE 6 CLUSTER tTMYS. _ Mc { FOR ANCHOR ...--. CLUSTER OTYS. SEE ANCHOR SCHEDULE ON PAGE 6 FOR ANCHOR TYPES AND SPACING r SEE ANCHOR SCHEDULE ON PAGE 6 FOR ANCHOR TYPES AND SPACING SAX. UNIT tp. RAIL {MN TAT. SEE ANCHOR SCHEDULE ON PAGE 6 FOR ANCHOR 1Tr'tb AND SPACING SEE ANCHOR SCHEDULE PC. 6 FOR ANCHOR TYPES & SPACING 1 1. THIS STSitM HAS DEEN DESIGNED TO COMPLY WITH THE REOLARE AXWFS OF THE RICH VELOCITY HURRICANE ZONE AS DESCRIBED IN THE FLORIDA BUILDING CODE MN EDITION (2014) 2. THIS WINDOW SYSTEM HAS BEEN TLWEU, ENGINEERED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN SCHEDULE. 3. DUCK, OPENINGS & BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO WITHSTAND WIND LOADS FOR EACH APPUCATKIN. THE DESIGN & ENGINEERING OF BUCKS SHALL SE PROVIDEO BY *THE ENGINEER Of RECORD' 4. BUCK FASTENERS MAY NOT EXCEED 16` O.C. SPACING AROUND OPENINGS. S.•TME WiN01 EON! HEWN WV TESTED FOR WATER, AIR, IMPACT. CYCLIC & UNIO1 U! STNTIO MIS PR6SSItE ;ESIVOI !I CONFORMANCE WRN WOE •COUNTY.ITOT•OC%I TA6-901.402•& 103. ayditFE-2r6 WeREFSE R1 NA.OWABLL MMTER11t. STRESS TOTS FOR SHORT DURATICI4 W61D taw NA" USES IMTHR SERg4 CALCULATIONS. EXCEPT 1.6 W61D1OAD FACTOR FOR WOOD. r 1<• 7• 14• • • <EE PA1•4 FOR FI.LOWABLE WINS PRESSURES £ ANCHOR SCHEDULE SEE A1NCt4OR SCHEDULE 1 •• • • • • � CHAR::: ••• N PAGE 6 FOR ANCHOR-� ON PAGE 6 FOR ANC HOR-� • • • • • • •• • TYPES AND SPACING TYPES AND SPACING • • • 1 •• • • • • • • •• • • • • • • • • • • .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • a 1 1 J 1 LDIUWNC N.. FN-EKU63-FDj OF 16 744- ALTERNATE "CONFIGURATIONS LASTS MAY OE INSTALLED USTH A IMAM-DADE COUNTY APPROVEP MULLION BETWEEN EACH DOOR ANDAOR PRAMS. TIE LOWEST DESIGN PRESSURE. FOR THE DOOR TRANSOM OR MULLION WILL CONTROL MILLION ANCHORAGE AND LOAD • ' TO OE REVIEWEP AND APPROVED DY &APNG DEPT. OFFICIAL AW OIASS KR DOW CORNING 995 OR MORAC • MLAMI-DADE =MJTY APPROVED MULLION DETUEEN UNITS. NOTE, nor USE MULLION ANCHOR CLIPS A6 PER N.OA 40" MAX. 40' 1 1 11 J 1 7Y KAX. MULLION ANCHORAGE Am LOAD "Nr , = - DE REVIEWED AND - - "}y" a 4O MAXDY OUILDNG DEPT. OFFIGAJL MR-L1081 Mr-NOR.4GE AND LOAD TO DE PIL 1BUEP AND APPROVED DY WILDING DEFT. CFMCAL NIAMI-DARE COUNTY APPROVED - MALIGN SEMEN UN NOTE, MIST USE MILLION ANCHOR CUPS AS PER NOA } 40" MAX. USE TRIBUTARY WIDTH (11 AS NOTED / TO DETERMINE ALLOWABLE MULLION' SPANS AS PER MA.LION NOA 11AI. GUM 0R LAIL GLASS WE00E 0A5IOT SETTING PLOCN -AM. 0.ISS NR •• • • • EXTERIOR •• t*W C_O• flO�1Raa1• . 99 GLAZING DETAIL GL-1, GL-3 THRU GL-8 (LAMINATED) 5CALEI N.t$. UR FOMAX. EE ALLOYDES11NAPEMRES SCN[DULE ON PO. 4 • • • • • • • • • •-s- • • ShTINO 9LOCN • •• •; • • •• ••• • Q WOOD SEE PG. 5 FOR ANCHOR CLUSTER RTY'S AT TIEAD • SILL T I9' (.4 2 S //OR (.SSV) TNK. 0PERALL NAM. 04.A -- , j $ WE00E 0A51(U CMZR10 9EAD • v I "OPTIONAL" GLAZING DETAIL GL-1 (WITH WOOD TRIM) • SCALE, N.OS. • • •. • • NOTE MIX. OESIIN PRESSURE : +90`-50 P.S.F. • • • • • • • • • •• ,• •� • • • • • • -- • ••• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • ••• • • TRRANSOM FRAME/PR I1E6 MUST HAVE MIAMI-DADE COUNTY- PRODUCT APPROVAL (NOA) MIAMI-PARE COUNTY APPROVED MULLION DET811188I UNITS. NOTE, MIST USE 1 U.LI7N ANCHOR CUPS A6 PER N.OA u J SEE FG. 5 FOR ANCHOR CLE WTERI arm AT HEAD 1 SILL EXTERIOR 191 GASS ME OOW CORNING 995 OR SILIICCO E (7011P) « MAX. 1/2" AR SPACE • 1 lie" 10 MINOVERALL THICKNESS + 1/2' AIR FACE + 3/10` WEDGE OAS iH ,- GAZING BOO 0 GLAZING DETAIL GL-2(LAMINATED/INSULATED) SCALE N.T.S. NOTE, YAX. DESIGN PRESSURE • +50. -80 P.S.F.j ,. t f s 1 S 1 1.4 ORANTNO No. F'N-EKU53-FD SNFETI 2 OF 15 SERIES EKU-53 ALUMINUM OUTSWING DOOR (UNIT ELEVATIONS VIEWED FROM EXTERIOR) 7T w1. MA 18o1N. ANCHOR CLUSTER 8C D1LE� r ) SAL , %— 1t' O.C. 4' �( 6 / O OR O v E HHNGE PAIR EG IALLY........ 1 i .—� ' / 4161 i �\ /— \ v WNW � \ m6 1 1__, r Pr.), f / f f gI I� J-u'--i, I € - € btu ANCHOR 6CHEDILE J ON PAGE 6 FOR ANCHOR TYPES MD BPACBJG NOTE: FOR ODD M AZUR CA' ANCHORS IN C.WSTE . MSfNL ONE ANCtIOR NN MOM OF INTERLOCK. TIP. ANC:NIOR LTIONS • MEAD it SIL a Tr VAL FRU ANCHOR CLUe2E R 60 DULE�.6pC3 Halo! OPTION, 624612 H*NOE PAIR EQUALLY SPACED. 14ARM ARE ®OPERATING HANDLE ®5-POINT LOCKING e'BTEM ®i1NkIROOM HEAD AND KEEPERS ®FLUSH DOLT HINGE OPTIONS PER LEAS Ode RECTANGULAR DOOR t20, TALL, 6 INDIVIDUAL PAIR% OR (4) CLUSTERS OF 2 PAIRS. ARCH TOP POOR 120' TALL, S ONIVIDWAL PAIRS OR (4) CLUSTERS OF 2 PAIRS. RECTANGULAR DOOR 96' TALL, 4 INDIVIDUAL PAIRS OR (3) CLUSTERS OF 2 PAID. ARCH TOP DOOR 96' TALL, 4 INDIVIDUAL PAIRS OR (3) CLUSTERS OP 2 PAIRS. GsL Z1Nc SEE ALLOIUAISLE GLASS OLD. CHART ON PAGE 4 ••• • • • • 1GIA1FACIE 84 64 1'2L • • • • • • • • • •• •.• •• • • • •• 38 r (M.)1, % •• • • • • • • d89A4644Gfa NOTE.FOR 000 M ANHH( or ANCHORS IN CIUSTF.R, I1451A.I. ONE ANCHOR IN CENTER OF WTERLOCK. • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • ••• • - •• • ••. aunt, O�J`•� tt4. G�[-n :. HMI OPTION, — w 2 PAnR6 OP CLUDTLREP OINGES ®O@ 1.111 1 1 S a 1 MANN ° No. FN—EKU53—FD 94W: 3 OF 18 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• • • • • • • ••• • • •• •• 1 • 000E 41ASS SIZE CHART MAX MOM DESX21 LOADS (PST.) FOR IMPACT DOORS D.L.O. CUSS TYPE GLASS TIPE BASS TYPE CU65 TYPE GLASS 114E , GLASS TIPE GLASS TYPE CLASS TYPE SIZE 0.-1 GL-2 0.-3 GI.-4 GL-5 - GL-6' _ 11-7 , OL-6 DID1R1 WSW (1.)EXT(+) Eat-)EXEt+) Eat-)EXTt+) Eat-)Ext(+) Eat-)EXf(+) EXT(-) EXT(+) Eat-) �(+) Ea(-) M(+) tit-) 21 4 110 110 80 80 110 110 110 110 110 110 110 110 60 60 80 80 _ 25 3/4' 110 110 80 80 110 110 110 110 110 110 80 80 80 80 27,1/2' 28 15/4 ' 70 3/4' 21 3/4' - 25 3/4' 27,1/2' 28 15/16' 30'.. • 42 3/8' 21 3/4' 25,3/4' 28 15/16` 30'-. 30 3/4' ..!42`3/8' 21 3/4' 27.1/2' 28 1s/16' 30 3/4' 42 3/8' 21 3/4' 27 1/2' 28 15/46' 21 3/4' 27 1/2' •28 15/18' 21 3/4' 27'I/2' 28 15(16' 21 3/4' 27 1/2' 28 15/18' 21 3/4' 27 I/O' 28 15/16' 110 110 110 110 110 110 80 80 80 80 80 80 110 110 90 90 90 90 110 110 110- 110 110 t10 110 110 80 80 80 80 80 80 80 10 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80. 87' 90' 98' 104' 108' 110 1/2' 110 110 80 80 110 110 110 110 8 80 110 110 110 110 110 110 110 110 110 110 80 80 80 80 so 80 80. 80 110 110 110 110 110 110 110 110 90 90 90 90 90 90 90 90 110 110 110 110 x 110 110 110 110 80 80 110 110 110 110 110 110 .80 . •80 110 110 90 90 110 110 80 . 80 619 98.9 90 90 110 •440 80 - 80 989 98.9 90 90 110 110 110 110 >< 80 80 989 989 90 90 110 110 10 80 110 110 80 60 110 110 80 80 80 80 80 80 So,80 80 130 80 80 80 '' 10 80 80 60 80 80 80 80 80 .80 80 80 80 80 80 80 80 80 80 80 00 80 80 80 80 80 80 • 80 80 80 80 80 80 80 80 - BO 80 80 80 80 80 80 80 80 80 80 80 80 80 98.9 989 90 90 90 90 90 90 90 90 90 90 90 90 >.< g NOT ALLOWA0L2 •• • • • • • • • • ••• • • • -• •• • • • •.-.- • • • • •• . . • • • ••• ••• •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • . ■• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •. . •• • • ••• • • I WAX. PANEL FRAME WIDTH D.L.A. +9' FOR DIE 116012 (12) D.L.O. + 7.62- FOR DIE #18013 (12A) MAX. PAI4ft FRAME HEM DLO. +9' FOR DIE 118012 (#2) DA.O. +' 7.62' FOR DIE #1613 (j2A) SIELINEURMONUESLIS= -DOORS UP TO 98' TALL : 18.5 PSF -DOORS UP TO 120' TALL : 12 PSF WITH STANDARD THRESHOLD w A0A COMPLIANT THRESHOLD Nor APPROVED FOR WATER INEILTRATLON. GLASS SCHEDULE _ LARGE MISSILE IMPACT RESISTANT 7/16' (.458') MIMED 3/16' (.162') N.S. - A9D' P.V.B. BUTACXTE BY WONT 1NTERUYER 3/16' N.S. 1-1/4' (1.136') 845UtATED/IAYBUIED -3/ti_ (.182181 - .090' P.V.B. OUTACITE BY DUPONT INTEMAYER 3/16' N.S.. - 1/2' MR SPAM - 3/18' TEMPERED (Elk 7/16" (.4581 UNMATED 3/16' (.182') _ .090' P.V.R. 5M1E8 01 EASTMAN CHEMICAL COMPANY 9NEIOATER - 3/16' ANN. • ( 10.-4) • 7/t6' CAN") LAMENTED d 3/16' (.182') H.S. - - A90' P.V.O. S LU INEASIWNEMICAL CH COMPANY OITEWAYER - 3/16' H.S.' 1a-5) 84'I • 7/18' (. LAMINATED 3/16' (.1 M01. - 090' P.V$. INTACITE 8Y DUPONT ORERUTER - 3/1M ANN. ' s 9/16' (.6361 LAMINATED 1/4' (.2231 N.S. - .090' P.V.B. N1TAINE BY DUPONT 90E91ATE6 = 1/4' H.S. (I' 1/N' .536' mama a 1/4' (223') 1L5. - .090' SENTRY CUSS 8Y DUPONT I1908*2(R - 1/4' ICS. ; =7/16'(3/16"(1i}H�5A .090' SENTRY CUSS to DUPONT OREI0AYER - 3/16' N.S. TESTED GLASS TYPES (MAX. D.LO SIZE & PRESSURES) C,IAS61Yit MAX1M41.94 D.I_0. MAX 0E5164 rRr SURD 61-1 30"W x07' 2TWx110`H + 110.01.110.0 PYP +80.01.80.0 P5F .. 6L-2 27112'Wx 11011ZH 28 15,16' W 4110' H +80.01-80.0 P5F +130.0fa0.o PSP' 27 E12'Wx85'11 1 3(1 W 85T H 30'Wa85'11 2815116'WzHUH 213/4'Wx85'11 +I10.01-110.0 P5P +98.91.98.9 MP +I IO.OI-I son P5P +80.0h80.0 P51 +110.0F110.0 PSF 30314`WOO 3M'H + 100.01- 110.0 PST as 65314'Wx703/4'H +80.01800 P5P 6L-8 65314'Wit 7014'H +80.0/-80.0 PSP i 2 1 1 DR444010 Nw. FIT-EKU53-FD Mit 4 OF151 P.T. WOOD BUCK - (E INEERED SEPARATELY) ANCHORS FOR WQOD6 WOOD BUCK BY OTHERS d — .,111111, k, I I/2 M I. DEO CONTINUOUS SEALANT & BACKER ROD 4 •, 4 CONC. SUBSTRATE P.T. 2 X 4 W ENGINEERED RATELY 4 'ea CONTINUOUS SEALANT .& BACKER ROD INTERIOR FINISH I/4" MAX SKIM. JAMB DETAIL (CONC. SUBSTRATE) INTERIOR FINISH '•' 11•1i111i111,61il1 W' MII 1/4' MAX. SNW EXTERIOR 0 JAMB A (SIMILAR TO HEAD) WOOD SUBSTRATE 0 0 0 e m Q) m m 0 • .• EXTERIOR 2� ASTRAGAL DETAIL 5 • • y� I EXTERIOR I • • • • • • • • • • • • • • • rAMB D'k 1IL:(S44ILAR )'O QEl) ) •• • • • • .IX'ETAL •'J S?IIRTE • • • • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • 1/8" MIN. THICKNESS STEEL OR ALUM. CONTINUOUS SEALANT & BACKER ROD to co C V `xi 1 g 1 1 IFN-EKU57-FD l}MEEI: 5 OF 15 ONC. SUBSTRATE 4 C ANCHORS FOR WOOD WOOD BUCK BY OTHERS 4CONC. SUBSTRATE' EXTERIOR STUCCO FINISH J E 1' 11,DKi. 11 I I" 0 X CONTINUOUS SEALANT P.T. W000 BUCK do BACKER ROO ENGINEERED SEPARATELY) INTERIOR FINISH CO HEAD DETAIL (CONC. SUBSTRATE) ONE DRAIN SLOT AT EACH END CONTIGUOUS SEALANT BED ATSILL-TYP. 2-1/2" MIN. UNE DST. 4 (21 SILL DETAIL (STANpARD THRE1H¢LD), • • • • • • • • • • • •• •• • • • • • • •• I61X. SKIM 0 O o W X ANCHORS FOR WOOD WOOD BUCK BY OTHERS P.T. 2 X 4 WOOD BUCK (ENGINEERED SEPARATELY) : INTERIOR FINISH 0 ANCHOR 1/4' MARCO U.TIMA=, SAE DiST. 2 1/2' YIR. SPACING 4" MN. EMBED 1 3/4' MN. INTO OR00T FRIED YLSNIRY OR DNED 1 I/2' MN. NTO 3000 PSI CNIC. START r FROM ENOS, BAtANCE NA CNARf. 3FE P9 3 H6 MCAtft NN ACITY CHART, (CONCRETE' SUBSTRATE) MAXIMUM,- AllOWLE 0E PRESSURE ANCHORS AT JAMBS (•/ OTY. ANCHORS AT HEAD OR SIU. INTERLOCK curt natal) UP TO 96' UP TO 120" 60 P.S.F. 15-1/2"C/C 2 3 : r a OWL < 70 P.S.F. 15-1/2"C/C 2 3 < 80 P.S.f. 15-1/2'C/C 3 - < 90 P.S.F. 15-1/2"C/C 3 N/A w 90-110 P.S.f 15-1/2"C/C 3 N/A SPACER 4" MART ANCHOR CAPACITY CHART (STEEL SUBSTRATE) COEAD DETAIL (WOOD SUBSTRATE) fi4 .S.M.Si �J f14 Sys snF11Qjlt INTO 1/6' TIBt. ASTM A34 O FEE W • • • • • • • • • • • • • • • • •A. • • •• • • • •, 4J• CONTINUOUS. SEALANT BEEI.4AT SILL TYP. • • • •• • : • • • • • •, a 2 N/2 #161P EDgE 01ST • ••3ILL• D • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • ••• •• • • • • • • • • • • • ALLININLIMIT Mtn* NOT APPROVED FOR RATER KFEIRABON MAX D.P.c 1110/-I9 PSF TOP OF CONC. SLAB Q CONTINUOUS SEALANT 4d OLD START r FROM ENDS. NANCE PER CHART. MAXIMUM ALLOWLE O N maim ANCHORS AT JAMBS (2/ OTY. ANCHORS AT HEAD OR SILL INTERLOCK FRAME MEAT) OP TO O" UP TO 120 < 60 P.S.F. 16-1/2"C/C 2, 3 < 70 P.S.F. 15-1/2"C/C 2 < 60 P.S.F. 15-1/2"C/C 3 3 90 P.S.F. 5-1/2'C/C 3 N/A 221 PT3 FOR TEM MO SU WE WAWA 90-110 P.S.F I3-t/2'C/C 3 N/A SPACED 2 1/2' APART ANCH 114121111.1. OR /14 ROOD SCBEwr7.;. DIRER 1 1/2' ION. NT0 N0. 2 SIP. START 7' FROM ENOS, BALANCE PER - CHART, Kt PO 3101660 PM NO VAL SWIM OR CAPACITY CHART (WOOD SUBSTRATE) MAXIMUMALLOWABLE .. ▪ >t ANCHORS AT JAMBS QTY. ANCHORS AT HEAD OR SILL INTERLOCK (W/ FIUME 19SEAT) UP To 9s" UP TO 120' < 60 P.S.f. 12' C/C 4 5 < 70 P.S.F. 12" C/C 4 5 < 60 P.S.F. 12' C/C 5 6 90 P.S.F. >90-110 P.S.F 12" C/C 12" C/C 5 6: N4/A N/A SPACED 2 1/2" MART hA.H,... •' aj 4 LRAM Na. FN—EKU53—FD S1tEET: 6 OF 16 °COMBINATION 1 °COMBINATION 2 PROFILE COMBINATIONS ALAKT 1111101 J ExTERIoR4 MAXIMUM P.S.F. 0 96" +110.00 -110.00 DESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE = 13.5 PSF MAXIMUM P.S.F. 0 120" +80.00 -80.00 DESIGN PRESSURE - WATER RWR.TRATION TEST PRESSURE = 12.0 PSF MAXIMUM P.S.F. 0 96" +110.00 -110.00 DESIGN PRESSURE - WATER KWILTRATION TEST PRESSURE = 13.5 PSF MAXIMUM P.S.F. 0 120" +60.00 -80.00 DESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE = 12.0 PSI" JEXTERIORI 21, o 0 T O 'or • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • •• • ile • °COMBINATION 2 WITH WOOD TRIM • •••• • • • __ MAXIMUM P.S.F. 0.120" +80.00 -80.00 DESIGN PRESSURE - WATER Ift.TRATION TEST I'*ESSURi = 12.0: • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• NOTE: PLEASE SEE ©P. LIMITATIONS FOR GLAZING ON SHEET 4 TRW M. 108Q to Q 1 1 °COMBINATION 3 PROFILE COMBINATIONS 11"4 1) e.7 21 EXTERIOR MAXIMUM P.S.F. 0 98" +110.00 -110.00 DESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE 13.5 PSF, MAXIMUM P.S.F. 0 120" +80.00 - -80.00 DESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE 12.0 PSF °COMBINATION 3 WITH WOOD TRIM MAXIMUM P.S.F. 0 120+80.00 °COMBINATION 4 EXTERIOR1 -80.00 DESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE 12.0 Psr, - • • • • • • • • • • • • • • • • MAXIMUM P.S.F. 948 +110.00 411,00•DESION Pale - wftro INFILTRATION TEST PRESSURE = 13.5 PS FtlrF MAXIMUM P.S.F. • Ie+80.0. -artgpoodtv PRES - 1/4TgR INFILTRATION TEST PRESSURE = 12.0 PSF • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOTE PLEASE SEE D.F'. L IMITATIONS FOR GLAZING ON SHEET 4 4 4 1 5 °COMBINATION 5 °COMBINATION 6 EXTER1 MAXIMUM P.S.F. 0 96" +110.00-110.00 OESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE = 13.5 PSF MAXIMUM P.S.F. O 120. +80.00 -80.00 DESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE = 12.0 Psr °COMBINATION 7 WITH WOOD TRIM NOTE: WOOD TRIM IS OPTIONAL JEXTERIOR' MAXIMUM OF 96" N D.P. _ +80 / -80 PSF WATER 0 12.0 PSF C k T 21 MAXIMUM OF 96" 14 I EXTERI014 qJ • t+ 11 • .. NW I. ;D rn O • •.• • • • • a• • • • • • D.P. = +80 / -80 PSF ,ALTER i 12..0 per . •• • • • • •• •• • • • • •••_ • •• • ••• • • • • • • • • • • TIP. 1 6 g 1 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • PROFILE COMBINATIONS O COMBINATION 8 (ALTERNATE EXTRUSION) L+►J IIAXD1IIM P.S.F. • 90" +110.00 —110.00 DESIGN PRESSURE — WATER INFILTRATION TEST PRESSURE - 13.6 P8F MAXIMUM PSI% • 120. +80.00 —80.00 DESIGN PRESSURE — WATER INFILTRATION TEST PRESSURE m 12.0 PSF • ° COM81NAIION 10 (ALTERNATE LGC[RU310N1 ' 1 ' Ilig ~T e MAXIMUM P.S.F. 98' +80.. —80 DESIGN PRESSURE — WATER INFILTRATION TEST PRESSURE-- 12 PSP • •.. • •• • • '• • • ••• • • • • •y • •-.• •.• • • •"• •• • . •- • • • • • •• •: • • •• ••• •• • • • • ••• • • . •••. • • • • •• •• •• •• • ••• • • • • • • •• • • • • • • • • • •• • • ••• • •• • ••• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• dQIE1. PLEASE SEE DP LIMITATIONS FOR GLAZING ON SHEET 4 • 0) a 51"- QUz 1 8 1 Ka. FN-EKUS3-FD SEEM10Oi15 000MBINATION 11 PROFILE COMBINATIONS MAXIMUM P.S.F. O 98" +110.00 -110.00 DESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE = 13.5 PSF MAXIMUM P.S.F. 0 120" +80.00 -80.00 DESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE = 12.0 PSF O COMBINATION 11 WITH WOOD TRIM MAXIMUM P.S.F. 0 120" +80.00 -80.00 DESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE = 12.0 PSF EXTERIOR! • -• • • v - - • - - • • • O COMBINATION 1 t ALT. JAMBS • • [! TERIO • • • • • • i •. MAXIMUM P.S.F. 0 96" • +110.00: -j 10. bES10N PLtLS'St.1 t WATF� IVIL iION TEST PRESSURE = 13.5 PSF MAXIMUM P.S.F. 0 120" +80.00 -80.00 DESIGN PRESS.' - WATER•iRFILTION TEST PRESSURE = 12.0 PSF NOTE; PLEASE SEE DP. LIMITATIONS FOR GLAZING ON SHEET 4 iS 1 ..1'F.1 MOM Na. FN-EKU53-FD SHEER 11 OF IS ••• • • • • • ••• • •• ••• •.••.• • ••.•.• ••.. • . • • • • • •• • •. • • •.•• •...• • QCOMRINATION 12 PROFILE COMBINATIONS EXTERIOR4 MAXIMUM P.S.F. 0 96" +110.00-,110.00 DESIGN PRESSURE — WATER INFILTRATION TEST PRESSURE = 13.5 PSF MAXIMUM P.S.F. • 120" +80.00 —80.00 DESIGN PRESSURE — WATER INFILTRATION TEST PRESSURE = 12.0 PSF (°COMBINATION 12 WITH WOOD TRIM �J MAXIMUM P.S.F. 0 120" +80.00 OMBINATION 12 ALT. FRAME IEXTERIOR4 —80.00 DESIGN PRESSURE — WATER INFILTRATION TEST PRESSURE = 12.0 PSF -•• • •• •• • • • • • __ • • • • • • • • MAXIMUM P.S.F. O 98" +110.00,r.—110.00 Di510y PRESiURI—:WAAe.R:I1zflLTRxTIO11:TEST P7SSURE = 13.5 PSF MAXIMUM P.S.F. 0.120" +80.00 —80.00 DESIGNPR8611URE — WATER IN lLTRATION•TEST•1WGSSURE = 12.0 PSF TRIM M. NOTE, PLEASE SEE D.P. LIMITATIONS FOR GLAZING ON SFIEET 4 A a v 1 • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • ITEM d DOOR PANEL CORNER DETAIL 11. .-f • • • • • • •. • • • • • • • .. ... .. . • • • . • ••• • • • • • •• • • • • • • • • •• •• •• •• •• •• •• • • • • • • • • • • • • • • . •• •• • • • .• ••• • •. • •.• • ITEM DOOR FRAME CORNER DETAIL NOTE: SEAL JOINTS WITH POLYURETHANE SEALANT DURING ASSEMBLY 6 • • • • • • • • . • • • • • •• •• •• • • • • • • • • • • • • • • •• • • • • •• • • • • • •• •• • • • •• •. ••• • • • 000 • • 1� I Mr I 0 jW 1 AGH 11D-JAAfB-SRl 44'. 0 { 012 -ARM HEAD -JAMS -SILL ov 219. 016012 - PANEL HEAD/JAMB/S(U. 218853 - PANEL HEAD/JAMB/SILL 2.41. 0218014' ASTRAGAL, ., 1B 17948 - FRAME HEAD el; r\ w4• 018013 - PANEL HEAD/ JAIL B/SIU. (E)I6012-R - PANEL HEAD/JAMB/SILL C'4195 GLAZING BEAD r16• t1_ 1 ©2686 WEATHERSTRIP GASKET iC 17949 - FRAME HEAD 4i QZ19678 - PANEL HEAD/JAMB/SILL 318853-R - PANEL HEAD/JAMB/SILL •• . . • . • ..• .• • . • • . • • • •• • • • 18 002t009 WEDGE GASKET • �K• 00.100.BFRAME INSERT • • • • • • • • • • • • • • •• • • • • • •• • • • • w4' ©18013-S - PANEL HEAD/JAMB/SILL 016013-R - PANEL HEAD/JAILS/SILL 314293 GLAZING BEAD .• ate• ©092109 GLAZING BEAD i E a E 1 g 1 OMtif910 No FN-EKU53-F0 SHEER 14 OP 15 • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• • BILL d) MATERIALS ITEM 1 IA 18 IC 2 2A 28 2C 2D 2E 2F 20 3 4 5 8 8A 7 9 10 10A 108 12 13 14 15 16 16A 17 18 19 20 22 23 25 26 27 28 29 PART No. 7011 7012 17948 17949 16012 16013 21967E 18853 16012—R 16653—R 18013—R 18013—S Z16014 4195 NOT USED A8221 160/12 N/A 0409 5004 001 002 SERIES 800 1025 1288 FU-1300-20—SS 4031 CD—MPK-100—SS 2686 002/009 895/995 CD.100.BK SOG.SP.318 092109 4293 2167/2188 QUANTITY 4 4 4 4 4 4 4 4 4 4 4 1 4/VENT 6/VENT 6/VENT 2 FA. U1E OF AASS 1 EA CORNER 1 EA. CORNER 1 EA. CORNER 1 EA. CORNER 1/VENT 2 AS SHOWN AS REO'D. AS REQ'0. 2/EACH SEE ELEV. 2 EA. CORNER CONTINUOUS NOT USED: 09 1 i C3 AS REQ'O. AS REQ'O. 4/VENT 4/VENT 2 DESCRIPTION FRAME HEAD/JAMB/RESIDENTIAL SILL FRAME HEAD/JAMB/RESIDENTIAL SILL FRAME HEAD/JAMB/RESIDENTIAL SILL FRAME HEAD/JAMB/RESIDENTIAL. SILL PANEL HEAD/JAMB/SILI. PANEL HEAD/JAMB/SILL PANEL HEAD/JAMB/SILL PANEL. HEAD/JAMB/SILL PANEL HEAD/JAMB/SILL PANEL HEAD/JAMB/SILL PANEL HEAD/JAMB/SILL PANEL HEAD/JAMB/SIL.L. ASTRAGAL GLAZING BEAD 4' BUTTIONGES 4" BUTTHINGES 1/4' X 1/2* X S W. BEtIWO i1ACX FRAME CORNER KEY PANEL CORNER KEY PANEL CORNER KEY PANEL CORNER KEY OPERATING HANDLE TRANSMISSION MOVEMENT DEVISE 5—POINT LOCKING STS1LM FLUSH BOLT MUSHROOM HEAD AND KEEPERS MULTIPOINT KEEPER KR WEATHERSTRIP GASKET WEDGE GASKET 1 10 x 2 1/2' FH,SMS. (ASSEM9IYI i 10 x 2" FH.SMS. (ASSEMBLY1 114 X 3/4" FH. SAS. (PANEL ASS'Y) STRUCTURAL SUCONE FRAME INSERT STRIKE PLATE GLAZING BEAD GLAZING BEAD FLUSH BOLT MATERIAL. AL.AL.—8080—T5 A .AL.—8080—T5 ALAL. —6063—T5 ALAI. —6083—T5 ALAL. —6060—T5 ALAI. —6063—T5 AL -AL. —6063—TS ALAL.—6063—T5 ALAL. —8063-75 ALAL.—6063—T5 ALAL. —6063—T5 ALAI—6083—T5 ALAI. —6060—T5 ALAI. —6060—T5 ALAI —6060-15 AL.AL.—6060—T5 E%TRUOED SUCCOE CAST ALUMINUM CAST ALUMINUM EXT. ALUMINUM EXT. ALUMINUM ALUMINUM ZAMA/S.S. S.S. S.S. S.S./ALUMINUM S.S./ALUMINUA EPD1A FPDM PLATED STEEL PLATED STEEL PLATE) STEEL S1UCONE ALLUM/NYLON S.S. AL.AL—6080—T5 ALAL—6060-15 • •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • •• • • • • • • •• • •• • • • • • ••••• • •• •• •• •• • • •• •• • •• • • • • •• • • • •• • • • • • LOCATION WINDOW FRAME WINDOW FRAME WINDOW FRAME WINDOW FRAME WINDOW FRAME WINDOW FRAME WINDOW FRAME WINDOW FRAME WINDOW FRAME WINDOW FRAME WINDOW FRAME WINDOW FRAME INACTIVE LEAF PANEL JAMB PANEL PERIMETER PANEL AND FRAME JAMBS PANEL AND FRAME JAMBS 0 6' FROM ENDS FRAME CORNERS PANEL CORNERS PANEL CORNERS PANEL CORNERS EACH PANEL JAMB PAIN. JAMB ASTRAGAL SIDE ONLY ACTIVE PANEL ACTIVE PANEL PANEL JAMB AT TOP & BOTTOM PANEL JAMB AT TOP & BOTTOM FRAME JAMB/ASTRAGAL/FRAME PANEL PANEL GLAZING PERIM. (INTERIOR) FLUSHBOLT STRIKE PLATE ASTRAGAL (SINGLE ROW) PANEL CORNERS PERIMETER GI &SS TO METAL FRAME PERIMETER (SINGLE ROW) ALONGSIDE FRAME (WHERE LOCK MEETS) PANEL PERIMETER PANEL PERIMETER INACTIVE PANEL MANUFACTURER PROfltATI SpA PROFILATI SPA PROFILATI SpA PROFILATI SpA PR0F1LATI SpA PROFILATI SpA PROFILATI S. PROFILATI SpA PROFILATI SpA PROFILATI SpA PROFILATI SpA PROF1LATI SpA PROFILATI SpA PROFILATI SpA MASTER CASAJ GENERIC MONTDEW 2 MONTICEW i PROFILATI SpA PROFILATI SpA PAWN! GSG AMESBURY SULLIVAN GSG/LAFIN SUWVAN PROFILATI SSA PROFILATI SpA ROOM OR DOW CORMS SULLIVAN SULLIVAN PRDFItATI SpA PROFILATI SpA GSG ♦ 8 i , g Q 64 'ter I 5 a 1 054E50 M.; FN—EKU53—F0 MOM lb OF 15 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • E. R.T. ENGINEERING EXPRESS® r ,, - PRODUCT EVALUATION- REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT December 18, 2015 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: Scope.of Evaluation:. •• FL#19605.1-R0 15-3050 La Finestra, LC 2790 NW 104th Court Doral, FL 33172 Series Casement/Fixed Window "Slim Profile" Large Missile Impact Resistant • • This Prdddct Evdluatiari Report is being issued in'accordance with the requirements of the Florida • • DeparlrxlQiat of Bulines§ and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20- 3.00$, F.g.C., foi statewide acceptance per Method'1(d). The product noted above has been tested and/or evaluatedas summarized herein to show compliance with the Florida Building Code Fifth Edition (20i4).ar d is, fop fh.t n rpose intended, at least equivalent to that required by the Code. Re-evaluation of this piodict shalt§erequired following pertinent Florida Budding Code°modifications or revisions. • • • • • • • •••• • •••• ;, • •gubstentiatinCrata: •• • ••• • •• •• • •RRODUCa•EVALUATION DOCUMENTS EX d&MIN #15-3050 titled "Series Casement/Fixed Window", sheets 1-6, prepared by Engineering ' Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s) #HETI-15-5110 by Hurricane Engineering and Testing, Inc. (HETI). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 & 203 test standards per test report(s) # HETI-15-5111 by Hurricane Engineering and Testing, Inc. (HETI). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Glass Capacity 4. Anchor Capacity ', 8ENN4 �', t • 641P,Pf s §e%gyd for 5Wqugb lilt No 33% increase in allowable stress has been used in the design of each product. 160 SW 12TH AVENUE `#1O6 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAx: 954-354-0443 WWW.ENGEXP.COM ENGINEERING :, EXPRESS' E.X.P.E.R.T._ PRODUCT —EVALUATION REPORT (CONTINUED), La Finestra, LC - Series Casement/Fixed Window (LMI) December,18 2015 . Page 2 of 2 s � 9. r . ., i ' cs f -, The following are approved for use within and outside the HVHZ as specified in their corresponding NOAs: • Kuraray Butacite PVB Interlayer By Kuraray America, Inc. (NOA# 14-0916.10) Impact Resistance: Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance '' This product has been designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document (i.e.`engineering`drawing). ? ` ` ' ' 1 1 " Installation The product listed above shall be installed in strict compliance with its respective Product"Evaluation r.•: `# Document (i.e:�engineering,,drawing), along with all components noted therein. , -. ;,',';';.: �f-i m•.. ..- The product component shall be of the material specified in that product's'respective Pcoduct.Evaluat1&rt.'' Document' (i.e,'engineering'drawing)'. ' : ,'i'` '' 4'' ` 1' 9 ,'. f ' •' •'` '.' .• •• .• •• . Limitations &4 Conditions of.Use:. . t:r ,..�!;- ,: T. . ,,. 1 . • • 7 •.••. .:•• •• • Use of this product shall be in strict accordance with its respective Product Evaluation Document (i.e • • • • • • engineering drawing) as noted herein. . • • r . - z • k' All supporting host structures shall be designed to resist all superimposed loads and shajl,be pf a matettaI: listed in each product's respective anchor schedule. Host structure conditions which ar$�nOt accounted.. for in each product's respective anchor schedule shall be designed'f& on a-site=specific basis by a'•....' ,. registered professional engineer, ` '" "" `"' ` ' , i -. I ,t r 111 ° i ,41.. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. 11 _ This product has beendesigned for use within-&l outside of the High:Velocity Hurricane -Zone (HVHZ).. 1 r } 4' ;,fir v Of -4 Pi +r i+:i to 4Y 1rr 1 �..' •'. ' Win. 1- i S • ;.) 1`?1 1 ", fl f+, i 4 r' 1 '- p`, rS 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442. _ PHONE-: _954-354,-0660 FAX: 954u354.-0.443ti - WWW.ENGEXP:COM, •s r+,r , 4 r.* W • LA FIN ESTRA, LC SERIES CASEMENT/FIXED WINDOW "SLIM PROFILE" LARGE MISSILE IMPACT RESISTANT P6D5 GENERAL NOTES 1. 1"HE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VEIOCRY HURRICANE ZONE, PER TAS 201 / 202 / 203 &. ASTM E1300-09 STANDARDS 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED 1N THE DESIGN OF THIS SYSIFM. WIND LOAD DURATION FACTOR CE=1.6 HAS. BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE;. WITH THIS SYSTEM SI1All. BE DETERMINED BY OTHERS ON.A 108•SPECIFIC BASIS TN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE. FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL, TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN 111E LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED. ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT.. S, PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE, 6, MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7, ALL EXTRUSIONS SHALL BE 606316 ALUMINUM ALLAY, UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENOS SMALL BE SEALED WITH SILICONE. 9, ALL BOLTS B WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTTI OF 601051. 10. ALL DISSIMILAR MATERIALS SHALL BE .PAINTED OR MATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE, 11. GLAZING ILLUSTRATED HEREIN UTILIZES KURARAY BUTACITE IN8. INTERLAYER 8Y KURARAY AMERICA,. INC (HORS 14-0916:l0) 12, APPROVED FOR SMALL. AND LARGE MISSILE IMPACT APPLICATIONS, SEE GLASS TYPES FOR ANY RESTRICTIONS 13. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES .& SAVES HARMLESS THIS ENGINEER FOR AU. COST B DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OFF THIS PLAN,. 44. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE •• • • • • •INTEADED.• • •• • • • • S. • ARER,TIOPJS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERNRTED AND • • • • • • • II U=AACQ{2 Fl1 • • • • 6. • A EGU S 5 016 OR MEANS OF EGRESS SHALL BE OBSERVED AND ARE NOT IN THIS CERCA TIFITION, • • • • • • • 7• Tt S IIDC1444 DOES NOT ADDRESS ANS ENERGY EFFICIENCY RATING OF THE PRODUCTS, • • • • • • ••• • • • • • • • •• • • •• HURRICANE ENGINEERING & TESTING INC LAB REPORT ER HEITI.45•5110 & HE)T1.15.5111 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • FL 19605.1 FAMIL 654 YARDIX PE W .�1 1_) CD/7RiM41K7173043 15-3050 •CRAM SEE OFfNLg 101, • • • 111,400 • • • • • • • • • • • •• •• •••• •• •• •• • • • • •. • •• • • • • • •. •• • • . •• •• 000 • • . 000 • • HINGE LAY T _ 2 1/7" MAX FROM • ANY JOINT OR CORNER (ITN '.. UNLIMITED: NUMBER OF PANELS 37 7/8" MAX. i 3I 7!8" MAX.•--- -*--D.L.O. D.L.O. D.L.O.- D.1.0.. a a 12. t z fps N, ` f CL-1 I GL -1 J (3(_-t f 5 � i ; q ► _. e' qO SIM ` t 2.1/2" MAX FROM ANY JOINT OR. - t 3 t d ty i 3" ..EQUAL.t-EQUAr4 15,14- ug, EQUATITI5"ty �QUALi-„,,AL—i45 3 . -. -i h i !^ TYPICAL. ELEVATION • ,. Np 4— a •i CONTSGUOUS WINDOWS �;. $10QF q^' ALLOWED IF APPROVED ALUMINUM MULLION 1S USED "FIXED" SASH — OPERABLE OR `FIXED`. SASH GLASSrftF 7/1.0:1,011101104 3/16" NEAT.STRENGTHENED GLASS .090" KURARAY BUTACITE P:V.B INTERLAYE 3/16" MEAT STRENGTHENED MASS ...t •• • • • ••• • •• • • • • • • • • • • • • •• • • • • • • • • it‘o ;ossIO6tk\ 21 g corMart CORMS 15-3050 SCALE) oer 101 FAIS OUCRIPTIONF • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • CANTU& tlS gy�t9EC Oj SFUAMT AT RANG/ fYP HEAD DETAIL THRU WOOD INT• CONC. EXTERIOR ci G;FiiIMIOV saw AS RAZE TYP EXISTING HOST STRUCTURE - EDGE 'DIST EXISTING HOST STRUCTURE. 1/4 MAX SHIM I/4' MAX SHIM ,..--ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2 FOR SPACING IX WOOD ERICA 0 HEAD DETAIL INTO WOOD HEAD DETAIL INTO METAL EDGE DIST 1/4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2 FOR SPACING '- 25Y WOOD BUCK ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2 FOR SPACING METAL STRUCTURES (STEEL OR. ALUM. 1/8' MIN. THICK) STEEL: Fyn•.35 KSI MIN. ALUMINUM 6063-TS MIN. WOOD SUO(S AND METAL STRUCTURE NOT SY LA FTNESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. AU. SUBSTRATES SHOWN CAN BET AT ANY PERIMETER LOCATION •• ••• • • • • • •• • • •• • • •• •..-ANIMINIS PER) • • • • • • ANCHOR SCHEDULE SEE TYPICAL ELEVATION ON • • 2 FOR • • • • • NG • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • •• • • • • • ` • • • • • • • • • • • • • • • • • • • • • •• •• • • • ••• • • • • • • • • • • • • • • •• •• 1 MOD. WIN 1CA11i koElyas101 Wif441►itONl ANCHQRS PER ANCHOR SCHEDUL SEE TYPICAL ELEV.1 ON ON SH 2 FOR SPACI ANCHORS PER ANCHOR SEE TYPICAI. ELEVATION ON -- SHEET 2FOR: SPACING CONTINUOUS BACIDIED I' OP SEALANT ATMANGETYP. 04 )AMB DETAIL THRU WOOD INTO CONC. UM M JAMB DETAIL INTO WOOD ANCHORS PER ANCHOR SCHEDU SEE TYPICAL ELEVATION ON. SHEET 2 FOR SPACING METAL STRucr u*ES (STEEL OR ALUM. i/8` MIN: THICK) STEEL-. Fya 36 KSI MIN. ALUMINUM: 6063-TS MIN.: 1/4' MAX SHIM JAMB DETAIL INTO METAL •• • • • • • • • • •• • • • • OOO • • • • • • • • • •• • • • •• • • • •• • • • •• • • • • 1/4" OR 4114 ._ 21/2• MAX- FROM ENDS & 14 1/2' O.C.. MAX. NOTE: OFFSET FRAME FASTENERS ON OPPOSITE SIDE OF MULLION TYPICAL A NOBS: SEE SPACING QQiu NrITY TYPE A' - 1/4" DSA. US,TACQN B1/TKO' (Fu•177 KSI, Py.155 KSI) THRU 1BY INTO CONCRETE. (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1-3/4' MIN. EMBED INTO CONCRETE OR GROUT PILLED BLOCK. TYPE'8' 1/_4" DIA,_LEMIRCON,EY''ELCQ' (Fu.177 KSI, Fys155-KS1) INTO 26Y WOOD FUCKS OR W000 STRUCTURES (SYPE2 G•0.55.MIN) 1-1/2" MIN. PENETRATION INTO WOOD TYPE 'C' - 1/0-20 D2A. SfiM MEtAL sc EW (GRADE 5 MIN) (Fu-120 K51, Py.90 KSI) DM METAL STPUCTUISES (5 PINCHES PASS THE THREAD PLANE MIN.) STEEL: !(t' THK::MIN. (FY•36 K51 MIN) ALUMINUM; 3./8"TNK. MIN. (6063-T5 MIN (STEEL TM CONTACT WITN ALUMI ... .. OR PAINTED) BE PLATED TYPE 'O' gIj16' DEA, UyTR a QY XL00. (Fu.177 Fy*155 K5) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES (5YP•2 G.0.55 MIN) 1-1/2' MIN> PENETRATION INTO WOOD_ • • • • • • • • • • • • • •• • •• • • TYpic^!!4 °1sTAH�° • • • • • • • • • • • INTO CONCRETE/GROUT FILLED BLOCK. 2• L/D MIN. • • • • • • • • • INTO WOOD STRUCTURE .. 1' MIN. (FOR TYPE'8') • • • • • • • • • • • INTO WOOD STRUCTURE. 1 i+i" MIN. (FOR TYPE `D") O TO METAL STRUCTURE - 3,,' moo. • "' • • • • • • • • • •• •• • .• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • 01,114111N Iflll�i! of rooA", Him HOMO) zc zz gFg 15-3050 scAIm sgT ofTNls(O1., P�.Q9sP4!4na1+1 II ` �l�ttf '1'}4,rrtr jf! 1`,,'l�.N'•'j�,, II f ggXK LMI .EENNAV..P.k.. DUf6SE9 0 2770.1- EWE HEAD, JAMB aSILL (2)PM-YFN1EWE @27662- RENT MME MO•GLARINGRAO • ,.*` :\'{IIF,t4Se • 12d1./ Jr tO au = u_ ; it ttg ERES INi EXPsi 160 SW 12th AVENUE, # 3.06 F. DEERFIELD BEACH, FL 33442 Pei: (954) 391-0660 flu: {9S4) 354.0443 W W W. ENGEXP.COM WIT a.4r+1ao �R A MAW L 40/NMDO. o b, Aer. U $0FATKri S-c 4 otorit ill too' S 27S6s9, MULLION A 27569• MOOW1 D MUWOR c. 0469 - FRAMENEGY CONFER KEY 0002/004 KEDGE GASKET --1.. ® 2666 - WEOS STRIP GASKET Pu etw 1P{ 1 '1 .an / y �. 's % !� -1"' :T SCALE 2K SUVf • 2K LA FINESTRA, LC 2790 NW 104TH COURT Dt 6Ai FL {305) 599-8093 FLORIDA PRODUCT APPROVAL-CASEMENT/FIXED 2790 NW 104T11COURT, MIAMI, FL FSC 5TE EDITION (2014) PRODUCT APPROVAL #19605.1 0 SETTING BLOCK 11 16012 BUR IBNG6 CD4MPK SPS/SS MUSNROOPo HEAR B KEEPER {RL r+-1 ti_i .-____, (ID 1 635.OPERAMEG NANDLEGATCN (RECAP 1004/MAW R 6025 1-] , h.... .,..- ,_..,...„ �' ZZso1Ti41s-UW3KEEPER G1gS62250/REMEG6AES ((( .. • .. ..� .....�.INIERNu7NK6S1STToo • • • • • • • • • • • • • • • it • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • cE 15-3050 iCA� SEEDETAIL$ I01 ',Awl pRICRT►TfQN; 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • BILL OF MATERIALS ITEM -' PART No. QUANTITY DESCRIPTION MATERIAL LOCATION MANUFACTURER 0 - 2.7703 A FRAME t1EA0/JAMB/SILL ALUM. AL-6060-T5 WINDOW -FRAME - GRUPO PROFILATJ 2 - ' 27919 4 VENT HEAD/JAMS/SILL ALUM. AL. -6060-T5 WINDOW VENT GRUPO PROFILATI / 27662. 4 WENT HEAD/SA,MWStU. ALUM AL-6060-T5 WrN00W VENT GRUPO PROFILATI 3 9040 4/VENT GLAZING BEAD (9/16" CLASS) ALUM. AL.-6060-IS PANEL PERIMETER GRUPO PROFTLATt 0_: N/A' 6/.AMl3 3J11FAO/5tt:t. I10 F.HS.M.S. S.S {PANEL PERIMETER' VAN100l1S 27569 2 L:UWON ALUM. AL-6060-"X5 8E1YtEEN FRAMES CRUPO PR0F1LATl d 0409 i EA. CORNER FRAME". 'CORNER KEY CAST ALMA -Rim E CORNERS MONTICF_#.Lt 002/009 AS REO'0, WEDGE GASKET EPOM PANEL GLAZING PERM. (INTERIOR) VERIFY O ,2666 AS. RE0'0. WEATHERSTR1P' GASKET EPDM FRAtAE JAMB/ASTRAGAI:/FRAW: PANEL. PROFtt.ATl SpA 895/995 CONTINUOUS STRUCTURAL SIUCQNE SflUCONE PERIMETER GLASS TO METAL Ri.COJU OR DDN C0414C r. N/A 9 Ex: COE 0f CUSS f/i" X 1/2' % .1 LG. SLT040 01.004 04140000 $1ijC040 •. fi' WO. ma.. C+ra3 CR 1/4 100415:- GENf'RIC 162/2 6/VENT 4" BUTTHINOES ALUM. 6060-T5 PANEL AND FRAME .5AURS DOVAL CD-MPK-SPS/SS 4/VENT uUSHR00M H£"AD AN O N1T-ER S S.P.S./S:S: PANES: ,JAM0 AT [OP & BOTTOM SULLWAN CD-MPK=100-SS 4/VENT MULTiPOINT REEFER KIT S,S/ALUM414uM PANEL JAMS AT TOP & 001I0M SUWIiVAN t004/GG25 2/VENT OPERATING HANDLE ALUMINUM FACIE PANE'1. JAMB MASTER/GIES5E t5 2250/64k5.. 2/VENT LATCH. i(EEPER. At.UN7FtilLi EACH PANEL -JAMB MASTER/G1E69E i 1266 S-PONT LOCKING SYSTEM. 5;5. VENT TOP & 80170u AMESBURY GLASS DDETAIL •• • • L• • • •• • • •• • •• • ••• • • • • • 4 • •• • ••• • • Yt4• ••• • • • • • • • • • • • • • • :VE�1T �aRNEa DE•1 • • • • •• • ••• NOTE: ALL FRAME MITERED CORNERS SHALL BE SEALED WITH SILICONE TYP. {tiff 01(1414 w�Xttk '�jTa i`l 14. 1.4 0„7,: PIER it.: tko _ g4P 1'10P ttiontit OTC FRAME CORNER DETAIL aF • • •4• • • • ••• • •• • • • • • • • • •• •••• •• •• • • • • •• •• • • • • • • ••• •• •• •• • • •• •• •• • • • • • • • • • • • �R4N%i. 4r4A00, P.E. j..re�t 12/18/2 •4000 6131 VAUD FOP 0141Y1.04 81 16t1 M aavrnaxre 066 15-3050 sous. scs 0 TM,0101 PAW 1N$C0.I►TT•Nt P.E.R.T. ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT April 20, 2016 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: Product Evaluation Report FL#20400.1-R0 16-3151 La Finestra, LC 2790 NW 104TH Court. Miami, FL 33172 Product Name & Description:. Aluminum Mullions ' Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20 3.b0$, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluath! as >:ummarized herein to show compliance with the Florida Building Code Fifth Edition (2111.4} and is, for the•purppose intended, at least equivalent to that required by the Code. Re-evaluation of • f • • this product stiall:t;esequired following pertinent Florida Building Code modifications or revisions. • •• •• •• • • • • ♦ •••• •••:•6ub rtMantiating•D•ata: • • : PROENCrEVALUATION DOCUMENTS EEC drying #1p-3J51 titled "Aluminum Mullions", sheets 1- 14, prepared by Engineering Express, signed • &.wed by MA L:Bennardo, P.E. is an integral part of this Evaluation Report. • • • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 & ASTM E330-14 test standards per test report(s) HETi-16-5019, HETI-16-5030, by Hurricane Engineering and Testing, Inc. Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 & 203 and ASTM E 1886-13a & ASTM E 1996-14 test standards per test report(s) HETI-16-5019, HETI-16-5030 by Hurricane Engineering and Testing, Inc. Tensile Tests have been tested in accordance with ASTM E 8-15 H test standards per test reports T-307, T-308, T-312, T-313 • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Glass Capacity 4. Anchor Capacity No 33% increase in allowable stress has been used in the design of each product, Frank L. Benner # PE0046549 160 SW 12T AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954.354 •0443 WWW.ENGEXP.COM A 1. ENGINEERING-, EXPRESS La Finestra, LC - Aluminum Mullions $ Impact Resistance: Page 2 of 2 , Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product Wind Load Resistance Each product has been designed to resist wind loads as indreatediii the -design schedule(s) its respective Product Evaluation Document (i.e. engineering drawing). installation ,1.-•••• Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that products respective Product Eveluaiica Document (i.e. engineering drawing). Limitations & Conditions of Use: • Use of each product shall be in strict accordance with its respective Product Evaluatiom•DesUrnent Ne, • . • • • • engineering drawing) as noted herein. •••• • All supporting host structures shall be designed to resist all•superimposed loads and shargiiaf a'rcgiTrtai listed in each product s respective anchor schedule. Host structure conditions which are rIcit accougr for in each product s respective anchor schedule shall be destined foron a Site;ebaciPC tests by registered.professional engineer. - - ' •'• • • •• • : Alt components which are lieririneFitiy installed shall be protected against corrosion, eontatninatiourimel, other such damage at all times- •••• • Each product has been designed for use within and outside of the HighVelocity HUrridarieZone (HVHZ). • • •,,y.1)• 7 r I • • 1.60 SW i2 AvENut- #3.06 DEERFIELD BEACH, Ft. 33442 . PHONE: 954-354-0660 FAX 954-354-0443 WWW.ENGEXP,COM • • • • .• • • i • • • • • • • • • • • • LA FI N ESTRA, LC SERIES ALUMINUM MULLIONS LARGE MISSILE IMPACT RESISTANT GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OL1T510E THE HIGH VELOCITY HURRICANE ZONE, PER TA5 201 / 202 / 203 & ASTM E1300-09 STANDARDS. 2. NO 33.1/3% INCREASE 1N ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WINO LOAD DURATION FACTOR C A 1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. PosmTVE AND NEGATIVE DESIGN PRESRIIDPS CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A )OB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE L1M1T4TIONS STATED HEREIN. 4, THE Stb,EM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE, FOR SITE CONDMONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCNITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE. AOEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. ALL EXTRUSIONS SHALL BE 606346 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 7. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED wRH SILICONE. 8 ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE, 12. APPROVED FOR SHALL AND LARGE MISSILE IMPACT. APPLICATIONS, 13. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et, al, INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR All COST 6 DAMAGES INCLUDING LEGAL FEES S APPELLATE FEES RESULTING FROM MATERIAL FABRICATIIk4, SYSTEM ERECTION. & CONSTRUCTION PRACTICES BEYOND THAT WHICH 15 CALLED FOR BY LOCAL. STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 15. ALTERATIONS. ADDITIONS, OR OTHER. MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. HURRICANE ENGINEERING & TESTING INC LAB REPORT NUMBERS HEM-16.530, 16-7312, 16-7313, 16.5019. T•307 & T308 •• A•• • • • • • •• • • ( :51 BE USED WITH LA FINESTRA ••• PRODUCTS ONLY ! • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • •• • • • • • • ••• • •• • ••• • FL#-20400.1-R0 9 ••• • • • • ••• • • • • • • • • 16 • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • r A , 01 D1A D1B D1C, D4A•-•i•-: TRIB. WIDTH (TW) , TW'W/2 MULLION AT JAMB 05 DSA W2 - • I ! it ,L I • TRIB. WIDTH (TW) 7W=(W144/2)/2 VERTICAL MULLION D3 p3A 038 03C D6 D6A TRIB. HEIGHT (TH) TH=.(H1tH2)/2 HORIZONTAL MULLION ..TYPICAL ELEVATIONS, ‘,1 • • • • • • • • • C • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ! • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TRIS. HEIGHT (TH) THH./2 000 000 , D3 D3A D38 D3C D6 D6A MULLION AT HEADJSILL -var--4,N4 jaNNAP.CO, 16-3 51 tME T ini f#F4PFAM...!!!0*0 ..„ • • • • • • • • • • • • • II • • • • • • • • • • • • 4 • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • SMALL MULLION W0I00W DESIGN CAPACITY (PSF) • SMALL MULLION WINDOW OESIGN CAPACITY (PSF)- SMALL MULLION NOMINAL. DIMS 523N43EINF _ „µ P.B.i ( 1 WITH•REINF 8 OF ANCHORS AT EACH SIDE NOMNAL VMS NQN•REiNF ._. (..y P.b.F WITH-REINF 8 Of' ANCHORS AT EACH 510E WIDTH 'HEIGHT MAN. A t.l.j P.S,F Ramt 8 (•a P.SF ) Rent, C .. PS.F ( ) WOOD i.'. P,3F'�:F}P.SF CONC.METAL N P�S.F ( ) 117DtH HEIGHT R410 A ..._. (f-) P.SF Rein 8 .._. .... (4-) F.S,F R.hi C ..,__..,._ (H-) PS.F WOOD .,,... (N-1 P.5 F CONC. ("OP SP 1-4) F,S.F 36' ' 40' 100 100 100 100 t . 1 36' C8" 100 100 100 100 3 1 42' 100 100 100 100 3 1 1 42" 100 100 100 100 3 1 1 40•. 100 tp)) too too 3 1 1 48' f44 100 100 100 4 1 2 54' 100 100 100 100 3 1 1 54' 100 100 100 100 4 1 2 60' 1410 100 100 100 3 1 1 Or 94 94 94 94 4 1 2 66' 100 - 700 400 100 4 1 1 66' 85 85 63 85 4 1 2 72' • 100 ta) top IOo 4 1 2 72 79 75 74 78 4 1 2 78" 100 too 100 100 4 1 2 76' 72 72 72 72 _ 4 t 2 94' 100 100 100 100 5 t 2 84' 67 67 67 - 67 4 t 2 90' 100 100 100 100 5 1 2 90' 82 53 62 83 4 98' • 102 too too too 8 2 2 9V 56 58 '_f8 55 4 1 2 102' 100 100 100 100 5 2 2 102' 56 ¢5 55 55 4 1 2 108" A8 94 96 46 6 2 2 t08" 62 52 -. 92 52 4 1 - 2 214•. 93. 93 03 93 4 2 2 114' 45 49 49 49 4 1 2 120"" 69 89 89 ✓f9 6 2 I 120' '. 47 47 47 47 4 1 2 126' 04 84 84 84 8 2 2 126' 44 44 44 44 4 1 2 132* 80 40 80 60 6 2 2 132' 42 42 42 42 4 - 2 136' 77 77 77 77 6 2 2 138" 40 40 40 40 4 1 2 144' 74 74 74 74 6 2 2 144' 39 39 39 34 4 1 2 36' 100 tOp 100 /00 2 1 1 36' 7y' 100 100 100100 3 1 1 42' 100 140 100 100 3 i 1 42' 100 1541 100 190 4 1 1 48• 100 100 too 400 3 f 1 48' 94 96 94 96 4 4 2 54' 100 100 100 100 3 1 1 54' • 67 87 47 67 4 1 2 60'.. 150 100 160 100 4 1 2 60" 79 79 78 79 4 7 88' 100 100 100 100 4 1 2 66` 71 ;1 71 71, 2 72• S4' 'too 100 100 140 4 1 2 72" OS 65 es 65 4 f 2 7r 100 100 100 100 S 1 2 78' 60 90 60 60 4 1 2 81' 100 100 t90 lq) 5 t 2 84' 86 56 50 56 4 1. 2 90' 93 63 93 93 6 1 2 SO' 52 M. 57 4 1 2 86' 67 87 47 87 5 1 2 96' - 49 49 49 49 4 102- 82 82 87 62 5 1 2 102` 46 46 46 48 4 1 2 "06• 78 78 79 79 5 2 108" 43 43 4.7 43 4 1 %.. 114' 74 74 74 74 5 2 114' 41 41 41 41 4 1 2 120' 70 70 70 70 8 1 2 120' 39 39 38 39 a 1 2 126` 67 67 67 47 6 1 2 126" 37 37 37 37 4 1 2 133' 63 53 63 43 5 t 2 132' 36 35 36 35 4 1 2 138' 61 61 61 61 5 1 2 136• 34 34 ,14 34. 4 1 2 144' 56 $6 58 86 5 1 2 144' 32 32 32 32 4 i. 2 38' 1tp' too 100 100 100 3 1 1 IMMO 100 100 100 100 3 1 1 :as 100 100 :too 10o 3 1 1 IMAM 100 100 100 too 4 1 2 MEM. 100 too 100 100 4 1 2 onus t00 t00 t00 too 6 1 2 MOM 95 95 95 95 5 1 2 111011 67 67 67 87 5 1 2 WIWI 81 63 81 61 5 1 2 MAIM- 76 . 56 76 76 6 t 2 MEM 67 77 71 71 5 1 2 67 67 67 57 5 1 7 El 63 63 61 63 5 1 2 EMI 60 to 5 1 2 17 57 57 57 6 1 2 IIM -. 54 54 54 54 5 1 2 MUM 61 51 51 51 6 1 2 REAM49 49 49 49 5 1 2 144' 47 47 47 47 5 1 2 t • 41 • • • • 1��' • • • 4 • • • • B"i' • • • •} • • • •1:••• • • 1• • • •• ••* •• • • • •• f 1i {- 1 NOMREINF RENNF. A 1 • ••• • • • • • •• ( • • • • • • • • • i • • • • • • • • • • •• • • • • • • • • • - . • •.. • _._,„..• .• _ _. ••• • •• • ••• • 0410 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 04141 • • REWF, C 16-3151 64'MLE: 44`I646 lI.770 1 r La_ SMALL MULLION , 441+10044 CEStGN CAPAC TY ) • $MAI. MULL.1061 - Wr20OW DESIGN CAPACITY (PSF) SMALL MULLION NOMINAL DNS W1DTH HEIGHT 36- 42' 4 60'. • 72' 78- 64" 647 102' 108' 414- 120', 126' 132" tar 144' 78' NON.REINF (474 72.9.V 100 WOHREPIF 1 OF ANCI•tORS AT EACH 510E NOMINAL 011.19 (4.46.0.7 103 itaiort,8 (.4-7 9.6.7 100 : .74)4)12:::6 100 i44) PS 3 (.1-) 941001 tat0747 36' 4 ar OA 4 46' 74 60 55 34 47 44 74 67 61 56 51 44 74 67 83 51 46, 44 74 67 61 36 44 44 4 4 4 4 4 4 60' 56' 78 114* 90' 41 • 37 42 39 37 42 39 ' 37 42 30 37 4 • 86' 102 33 31 30 35 33 32 30 33 32 30 30 32 :93 4 4 4 4 1 „4- '20' 126' 132' 96' NOHREINF 59 • 1910+861N6 •OF ANCHORS AT EACH MOE 444444.8 (44-) f 864768 (441P GA 74 9.8,1 74 (444P.S.7 -(7472:076 .-- 61 • 44 61 63 55 3 3 • 39 43 35 49 44 37 49 3 33 20 • 22 21 39 28 27 25 24 22 21 31 29 • 27 • 24 23 22 31 ' • 25 27 24 23 22 3 3 3 1 3 3 4- 20 21 • 70 21 20 3 • 3 29 2? 20 26 25 28 29 28 4 a 36' 84'50 80 96 96 96 3 1 1 42' 78 61 83 -'83 3 1 1 48' 66 22 72 3 1 1 24" 59 64 64 64 3 1 7 err -53 5.8 775 59 3 1 7 48 52 52 52 3 1 1 72'. 44 44 48 48 3 1 1 zr 41 44 44 44 a i 7 04^ 31 41 41 41 2 1 1 50" 38 10 3 1 1 Mr 96 SS 35 56 3 1 1 ior 31 34 34 34 3 1 1' • 105' 29 33 32 s i 144' 211 301 4 120' 26 29 29 29 3 t 1 126' 25 77 27 27 3 1 1 Sr 24 35 28 20 7 i 1 138' 3 7 1 144' 22 .14 24 74 3 1 1 36" 72 3 1 1 47- 07 77 3 1 4 46' 54 63 63 63 3 1 1 55 4440 58 3 1 • i 09' 43 3 1 1 34 as 46 454 1 r 72' 3842 42 2 1 1 74' 23. 78 38 se 3 I 1 64' 31 ss 2, 46 3 1 1 90' 28 33 33 • 33 3 1 1 96' 27 31 31 31 3 1 1 102* 24 29 29 29 a I , iss• 26 28 3 t 1 114" 77 75 - 26 ' 26 3 1 1 12r ., 21 25 25 25 3 1 1 --). 126" .. 26 24 24 2A 3 1 1 433. • 23 23 3 i 1 isr • 22 22 22 3 1 1 144' . 21 21 21 3 1 1 34•• 42 AO? se so* 66' 102' 78' • 70r 106' 114' 60 es 05 • 3 42 -37 33 51 45 40 - 58 49 ' 43 • 48 43 3 24 27 ' 74 22 38 • 32 30 27 39 32 30 39 35 32 30 3 5. 3 3 31 25 28 24 22 21 20 23 21 24 23 244 20 3 3 a 3 : •• i• • • ,t40847E174F . i - .-:•71. -•••• -- -.-• a '''''''s .....-7,6•4 ..••• *000. ,.-- i •''i .1-11 it •- 1 a. W • • I . . 1 .• • • • • , LI• • 0--17 ...• •• •. » 7 • , ' ' r—.--1.M.44.,""" • • • • • • • • i • • • • •;•;111;g• • tilf .. ,A,.......ronw• i 44 • • • i • • • • • • 10 f •••••,,,,..•••••• • • • • • • • • REINF. A RESF. El RESF, C• • • • • • • • • • • • • • • • • • • • el • • • • • • • • • • • • • • • • • • • • • • • • • • • / A 0 0 0 g 6015917.6 6C4EMONOGN632 16-3151 $6805949$J0i 14 • • • • • ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SMALL MULLION WINDOW aesioN CPACI1Y 003E3 -SMALL MULLION NOWNAL mu"' DIMS hEIGHT ),4044.4.4giNF 43 P-IF - WITH-REINT • OF ANCHORS AT EACH StOE (.)P 3 # NZ) PS F Isti4fs.4.770140.37 (;I.TICSF 'FiF)33.5.I 36' ... 41 1,0 041 58 3 1 4 42' 35 43 48 53 3 1 1 al 37 42 43 3 1 __.01 SP 37 3 3 1 40- 30 34 35 3 1 125 66' 22 27 31 31 3 I 1 7?20 23 28 29 3 1 1 rs• . 23 27 1 1 144'263- 21 1 i 90' . 20 22 23 3 1 ' 96' . 21 21 3 1 1 102' -30 - 30_ 3 1 1 38* 35 43 46 32 3 1 1 47' 20 30 41 45 3 4 1 48 • 20 32 20 29, 3 ' . 1 54- 23 30 33 30 3 3 40' 21 25 29 31 3 1 1 er 114' 23 25 25 a 1 1 72- - 21 24 26 3 1 1 76' . 22 24 24 3 1 94- . - 22 3 1 1 90 ' . . 21 3 1 , 36' 120. 30 34 41 41 3 1 s 42' 36 31 35 40 3 1 1 48' 22 27 3 t 35 3 1 i 54 20 04 27 31 2 1 1 80' 72 24 26 3 1 1 W - 3 1 3 72" - -23 33 3 1 1 78' . . . 21 3 1 1 64' . . . 20 3 1 1 WINDOW CESIGN CAPACITY IPSFIt SMALL MULLION NOMINAL i)BAS ploNtREiNF (.1.IP.S.F WITH-REINT 8 OP ANCHORS AT EACH SIDE MOTH HEIGHT R814. A (.4..) P 5 F R4•4 6 OM PS 7 Rect. C (..4.) PST W000 (i4P.S F CONC. (0-) PS F c:./.) PSY X'28 124' 31 35 43 7 42' 22 27 30 36 2 1 1 48 " 23 26 32 2 1 1 Se - 21 23 25 2 t 3 ea' _ • p 25 2 1 1 68- . . 23 2 1 1 ir - • - 21 2 1 1 36' i„. 22 27 34 35 2 1 1 442'- 23 20 23 2 1 i 23 26 3 1 —...:.-.. sr - 1 120 ----- 50- . 73 2 1 1 66' . . . 21 2 1 1 36' 42- 48 • 54- 138- 20 24 27 20 23 30 2 2 23 21 2 38' 344' . 21 . 23 1 42 - t. 20 21 1 48' j - . . 24 2 . . 1 54' - - 21 2 1 1 „.......,--.- , i Frs",,q11 11 • • • • ',0 • • fi'. %.:, 0i • • • • A • • • 1-0-3k0L • • ......- • 41 • • • •Th • • • • • le • • • • 1.' • • • • • .1 00000 li,• • • • • • •!• • • • i* • • IS I NON-REINF REiNF. A • 000 • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • ROW. 8 101414 67,-5r7i; REPO. C , ^my i.vio BEBNABOO, ts 16 A “: 7 ;4. 3 26.-3151 151 set mo,slOi orr4osh ,1 • . • • • • 000 • • • . • • . • • • • • • • • • • • • . • . • • • . 040 00 • • • 00 00 • • . . . 000 • • a - WINDOW DESIGN CAPACITY 1P8F) -LARGE MULLION • _NWMNAL.D8.1S .ti W10T}7 HEIGHT NON-REINF ..- ( J-) PSS •' W1TH-REINF ' I.%W P.S.F " *OF ANCHORS AT EACH SIDE WOOD (N-) PS,F CONC. 1.1-) Ps F (114 P,S.F 36' 120 120 3 1 1 • 42 - 120 120 3 1 1 48 - ,4r '4' 120 120 3 1 1 S4 120 120 4 1 1 60' 120 120 4 1 2 120 120 4 1 2 7'1' 120 120 5 1 2 79' 120 120 5 1 2 64' . 120 120 S 2 2 - 90' . 120 120 6 2 2 96' 120 • 120 8 2 2 102 +- t20 120 6 2 2 - 106' 120 120 7 114' 120 120 7 2 3 120' 120 - t20 8 2 3 126' 120 - 120 8 2 3 132 120 - 120 a 2 3 f30' 120 120 9 2 3 F44' 120 - • 120 9 2 3 36" - .2 ,. $4,- 120. 120 3 1 1 42 120 120 3 1 - t ".. 120 121 4 1 54' 120 120 4 1 2 60" 120 120 . 4 t - 2 66' t20 120 5 1 2 72' 120 120 5 2 2 78' 120 120 8 2 84• 120- 120 8 2 2 90' 120 .. 120 8 2 2 96' 120. - 120 - 7 2 2 102• ' 120 120 7 2 3 108" 120 120 a 2 3 114' 120 120 8 2 3 120' 130 120 8 2 2 126' 120 t20 9 2 3 132 120 120 9 2 3 138' 120 120 10 2 3 ill, 117 10 2 3 1:el "ii, i ECM IIIIIIMEHEEMEEEEEIEEIMMIIIMIll -".�..mumm .rm mm.. . 1441. IIEME EMI ECM NEEMINEEEEEME — = 'MEMO "'E11 MIIIIIIKEENEENEENEN® 111111.©11111.1 MEM N� MEI ,.....ONO..E11111® 10111011111111111E11111111111311111FINIMBEI i'.EEINIENE MEM Mal MIIMINEMI E 111111111111111111111111111 MEM IIIIIIIIEMIMIELEIIIIOHIKNIIiIIIIIIIII® MEAN 111111:111111111101111111111EINIEEENEIFIE 1111111E111111---- 1111131111.1111MINIEICEUNIESINIENEINE i41' LARGE MULLION WINDOW DESIGN CAPACITY ('SF) - LARGE MULLION N0894A4- WIDTH DIMS. HEHIH'T 14061•REINF (.4-)PS.F-" WITM1tEC4f 40F ANCHORS AT EACH SIDE WOOD CONC. . STEEL 1.6)P.S.F (.x)P.B.F (44)P.S.F (.l•)P.S.F 36' .. 6A" - 120 120. 3 1 I 42 u 420 .. 120'• 4.. 1 . 2 48 - 120 120 • 4 1 2 54' 120 120 5 1- 2 60' 120 . 120. 5. 2 2 66' 120 120 6 - 2 2 ' 72' 120 - - 120 6 2 - 2 78' 130 .. 120 - 7 2 - 2 64' 120 120. 7- ' 2 • 3 90' 120 120 8 2 3 98' 118 1la 6 2 - 3 102 111 111 4 2 - 3 108' 204 104.. 8. 2 3 114' 99 99 8 2 3 120` 94 94 A 2 3 126' 68 89 8 2 3 132' 85 65 8 1 3 13S 82 82 8 - 2-- 144' 76.. - 78 - a - 2 3 36' 72". 120 120 4 1 1 42 - 126 120 - 4 ' 1. 2 - 48' 120 120 5 - 1 2 64' 120 . 120 5 2 2 60" 120 /20 6 2 2 _ 86" 120 120 6 2 . 2 72 120 120 ... 7 2. - 2 78- 120 120 7 2 3 84* 84' 113 113 7 2 3 90' 105 105 7 2 - 3 . 96' 89 99 7 2 3 192 Y3 93 7 2 3 Ior 88 ' 88 7 2 3 1141 83 83 7 2 3 120'' 79 79 7 2 3 12a' 75 - 75 7 2 3 112' 72 72 7 2 3 138' 68 68 7 2 3 144' 66 68 7 2 3 3.. _ 7g _ 120 120 4 1 . 2 �— 120 120 3 1 2 46' 120 120 5 t 2 -Sr- 120 120 - 6 ' 2 2 63' 120 - • 120 6 2 2 66' ..120 120 • 7 - 2 - 2 72' 112 112 7 2 2 76' ' 104 - 104 7 2 2 $4" 96 96 •. 7 • _2 2• 90' 90 90 •. 4 ! •2 • . 2. 90' 64 84 - • • •2 • • 2.• • 192 79- 79.. •7 •••2 • •2• 107" 76 75 ••4 • .2 • • 2• 114' 71 71 7 • •2 2' . 129' 67 677 2 126' 84 64 7 2 132 8t 61 7 2 2•�� 2 Z• 138' 58 56. •'. - 144'.. 86 66 • • i 2 :IV • 2• • • • • • • • • • • • WINDOW DESIGN CAPACRY(PSF)• LARGE MULLION. NOMIWL WIDTH DIMS NEAGHT NON•REINF , I-) P.5 W(TI4R891F (41 PAS R OF ANCHORS AT EACH SIDE Wes' �(H-) P.S F CONC. hi•) P.S F _STEEL (.14 P.SS 36' 84' ' 120. 120 4 1 2 42' - 1%9- 120 . • 5 1 2 48' 120 120 .. 5 - 2. 2 54' 120 120 a. 2 2 . 60' - 116 116 6' 2 2 68' 105 105 105 . 6 ' 2 2 TT 97 97 6 2 2 76" . 8 89 8 2 - 2 Be 83 • 83 8 2 2 90' .77 T7 6 '. 2 2 96' 72 72 6 • 2 2 192' 66 68 6 . 2 2 108' 6l 64 5 2 2 114' a1 61 5 2 2 120' . 68 66 6 2 2 126' 55. 56 6 2 2 132' 52 52 6 - 2 ' 2 136' 50 60" .. 6 2 2 144'. '46 46 g0' 120. ' 4 1 2 42' -120 910 - 5 -1 2 48' 120 120 . 8 2 ' 2 54'- 112 112. 6- 2 2 60' 101 101 S 2 2 68' 92 ' 92 8 2 2 72. 64 ..64. 8 2 2 78' - 76 78 S- 2 - 2 84' 72 72 - - 8 2 2 00' 67 87 6 2 2 98' -63 63 • 8 2 2 -102 59 59 8 -7 2 108' - 36 56 6- • . 2 2 114'. ..83. 53 6 2 2 120" 60 00 6 2 2- 126' 48 46 6 1. 2 132 46 48 6 - 2 2, 138' 44 44 6 2 2 144' 42 42 a 2 2 • • • • 1•• • • • • • • •• E• • • • .- ••• f •• • •`• • • •E • • • 1 • NON•REO1F • • •• • •1 • • • • • • 1 • • • ••1.......•.•.•.«..............��.,. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • EO (a)30i4" 4i. STEEL (A36 KM} i 4 L 656614800. P.B.) v40046549 f tu Zug -�1 16-3151 -6 1282 8017*IMS (O: 98411 9113084 018N 0 ( I .. • -(5 155*100. D.E. LARGE MULLION ., �"1- '- �... _ iVVjj ,7,, L 4 , 6 WINDO W DESIGN CAPACITY (P5F)•URGE M/61gN WNDOW DEMON CAPACITY (PSF)-LARGE MULLION WINDOW DESIGN CAPACITY fPSF)-URGE.NULLION � '(�:^�, NOMINAL cams Noµ.0/NF WtrsitHNF .a1' • NOMINAL 0N6 NON.REOWF WITWREINF S {OF AT EACH SIDE NOMINAL DIN5 Hop AgINF WIR+REN0 X OF ANCHORS AT EACH SIDE l' .` WIDTH 1 HEIGHT - W000 CONC. STEE4 iGFtT V4000 CONC. STEEL HEIGHT W000 CONC. STEEL = 4.I . N (•i-1P5 ..F ii-)P.c.. S (-1-)PSF (.b)P.S.F (.b)P.S.F WIDTH '(•I•)P,SF.•_. (. P.SF_- i.x)PSP c) {.P27 (.i.1P.5.F WIDTH (.!-)P.S.F "'-)P.3^ (F (,t.1P.3i (I-)➢.SP (.N-)P.SF .�rwrr 160 SW 12th AVE '1( DEERFIELD BEACH,*, 3 M: 19541 354-06C0 FM: (.,.. WWW.ENGEXP.COIW., FE 4Ai p'�y:�n�N A MAI. L. iSE1lItA460. P.F.. IMG IMM(WAtIOM Q . 11111•01111111111111110111111111111�� 36' 96 105 5 1 2 36' 82 76 4 1 2* 7 �� 51r6M ......s>�».......11 47 82 90 5 1 2 47 53 67 4 1 2 .. ..0.., 11111133.111111111=1.01111131111.1111.111113111.1 48' 72 70 5 1 2 48' 48 50 4 1 2 ' •.•. �� ''•� � �� 54' 64 70 5 1 2 54' 91 52 4 1 2 '%i, Pk..." Mi 69 89 �� 60' 57 63 5 1 2 80' 37 47 4 1 2 ��I),,, IIIIMIll 1111111111111111111M11111111111110111111110 66" 52 57 5 1 2 —8 33 42 4 1 2 MIMI 1111151111© 77 48 92 6 1 2 _ 7r 31 39 4 1 2 00©© 76' 44 48 5 1 2 76' 26 36 4 1 2 84' Q® 84' At/ 45 5 1 2 se 132' 33 4 1 2 96' �;� 90 ? 14- 38 42 5 1 2 90' 24 31 4 I 2 ECM 1111111111® 96 36 39 5 1 Y 95' 23 29 4 1 2 lams ©111111111111M1111111•111111111116111111111111111111 tar 34 37 5 1 2 102' 21 27 4 1 2 l 6 111111111111111E1111 tar 32 35 5 1 T 108' 20 26 4 1 2 4111111111101.1111101111111111111111111111111111111111 114- 30 33 5 1 ? 114' - 24 4 1 2 alEall MEM�� 17W 28 31 5 1 2 120- - 23 4 1 2 LA FINESTRA, LC 2790 NW 104T1.1 COURT DORAL. fL (305) 599-8093 O i R « a _ e 4 xpp S ¢a z W I" y g 2 1 6 n • 2 g g , g if 4' Gq MEM �1111111111.1111111111111111111111111 126' 27 30 5 1 2 126' - 22 4 1 2 M IIIIIIIIECIIIIIIIIIIIIIVIIIIIIIIIIMIEIIMIIIIIEIIIIIIIIIFIIIII 132" 28 28 5 1 2 13r 21 4 4 2 11111111111© 136' 25 77 5 1 2 136' 20 `- 4 1 2 1. Q©© 144' 24 26 5 1 2 d��v© 38' 128 120 5 1 2 36 82 95 5 1 2 47 i_® 4r 112 112 5 2 2 42' 70 61 5 1 2 �� 48' 48- 18 99 5 2 2 48' 62 Ts 5 4 2 �.`'•� '��© 87 87 5 2 2 41' 85 63 5 1 2 �` 00® 54' 77 79 5 2 2 80- 45 63 5 I 2 66' 71 71 5 Y 2 45 51 5 1 2�� ®0�® 72' 65 65 5 2 2 •,-,• 72' 41 47 1 2 78' , 60 60 5 2 2 78' 36 43 i,,.-�, 5 1 2 —, _��_� �-� 84' 58 56 6 Y 2 64' 35 40 1 5 1 2 � 90' 102" b2 52 5 2 2 90' 1p• 33 36 5 1 2 —. or 49 49 5 2 2 96' 34 35 5 1 2 � ��® tor 46 45 s 2 2 102' 21 33 5 1 2 .� NM11111111111111111111111111111M1111, 0® 500' 43 43 5 2 2 VW 31 31 5 1 2 ® _� � 114" 41 41 5 2 2 114' 20 30 5 1 2 00© '. 120" 39 39 5 2 2 120' 24 2a 5 1 2 d 128" 37 37 5 2 Y 126' Y3 27 5 1 2 1337 35 35 5 2 2 132' 22 25 6 4 2 36• 47 86 4 1 2 438' 34 34 5 2 2 138' 21 24 5 1 2 4r 41 56 4 1 tar 32 32 5 2 2 144' 20 23 3 1 2 48- 35 44 4 1 2 1 Q pi -T 107 C Y E --1 "2 • �, AF >k 8y0 YYY x3 38' 113 117 5 1 2 38' 71 86 4 1 2 37 4 4 1 2 42• 97 100 5 1 2 424 81 74 4 1 2 - _. 28 39 4 1 49' 53 88 S 2 2 48' 53 84 4 1 2 p8- 26 36 i 4 2 64' 75 T1 5 I 2 54' at 57 4 1 2 IT t4" ZJ72 3330 4 1 2 50' 68 70 6 1 2 90' 42 5/ 4 1 2 56' 61 64 5 2 2. 86' 39 47 4 1 2 fir20 28 i 1 2 72' se 58 1 2 72` 35 43 4 i 2 2d 4 1 2 76' 62 54 5 1 2 79' 33 39 4 1 2 2a 4 t 2 64' as 50 5 1 2 64' 31 • •• 4• • L 2 tm 1 �' for 45 47 5 2 2 90' • 126'• • •} = F6 • •• • • 34• • a_4• • 1 2 ♦ t 98' 42 44 5 2 2 96' • 25 • • • 32• • • 6• • 1 114' 26 4 1 2 for 40 41 5 1 2 102" ,• 2• • • • 356 • 4 • � • • 1 2 _..... .__.,- » , ._.. �...._.__. ..,__ ,......._.,..._...1 106' 37 39 5 1 2 . 10W 23 • • • 2B• • • 4. { 2 '...�_.,..........__....._( re 11t'1 n` 114' 35 37 3 1 2 114' •• 41�+. ••27 • • 4• ••4 2 . lj t> 120" 34 35 5 4 2 120' 21 25 4 1 2 (5) 3 "•11o' x 4"02r4930847.41942 n 16-3151 126' 32. 33 6 1 2 UM' 20 24 4 1 2 j .,r'" STEEL (A38 NINj 132" 30 32 5 2 2 132' - 23 4 1 Y iI , 101 138' 20 30 5 1 2 138' • • • •„-^ • 22 • 4 ...:......6• 2 .i 44• 76 29 5 1 2 l4' • ^'•^ ^'• • • 21. • • • 4 L •• 2 :La.,.;''. ul,L4i • • • •• • • • • • • • •• • • • • • • • • • • •• • • • • • _,_....__:..__.___.._....__... .. ....«,.. ...,...._ __... _..... .,...... _:..__..,._.......,.».,:.. ,._ • N4CIt4•REN4F' RE1NF'ORCED .....,_....... .,. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • GLAZING ti11. S1.IeM l!S+J [NON REINF L.MULLI,QN • r i• {LLTJ.iGLAZING SYSTEM DMULLION AT 1 OE FAIL [TS REINF.1 MULLION i ('1) k ,e • MULUON }} IWITH REINF., TYPE A I r1 ._r ...(4) 1 rau. x)d" STEEL (A36 MIN) -GLAZING '`" SYSTEM fI c r `,� D 1 A_MULLION M DETAIL /•/1 f• I .%) r GLAZING GLAZING,. j SYSTEM SYSTEM fir, MULLION WITH REINF4 ___TYPE A ? • r y# i;! STEEL (A36 MIN) ] cM' t�s MULLION AT DZ INT. DETAIL AT b2A DETAIL { SEALANT AND ITS APPLICABILITY WILL BE 8T OTHERS ^GLAZING SYSTEM MULLION-1 WITH REINF. TYPE B J 0"1t STEEL (A36 MIN) .•".STEEL BAR (A36 MIN) /' D1B Bo �iii 1_ MUWON WITH REINF. TYPE B D2B GLAZING SYSTEM _-'THRU-BOLT WITHFENDER WASHERS AND NUT, AT IS' MAX. FROM ENDS AND I8" O.L• MAX FOR THE BALANCE - (TYPICAL) r. (4) 1 17" x STEEL (A36 MIN). ,-'GLAZING SYSTEM f MULLION WITH REINF. TYPE C 1" \ 27569 MULLION MODIFIED _(1)4 S5"xJia"STEEL BAR (A36 MIN) FJ GLAZING SYSTEM ) *'THRU•BOLT WTTHPEND£R WASHERS AND NUT, AT 1S MAX. FROM ENDS D 1 C JAMB DET AND 16.O.C. MAX FOR THE MULLION AT - BALANCE 4- ""-"'_ .-,A��LN�T tom�. SRNAR00, P,C ""'RI/Il' MULLION WITH REINF IYPE C ,' 27569 MULLION MODIFIED BAR (A36 MIN) �EEL L})J�3 JLzf • iht'z ^ -hi 11.41 GLAZING- ' �• SYSTEM . THRU.BOLT WITNFENDER WASHERS AND NUT. F)UeLIOIWAT__•AT.2s *Atc PRfN,NDS ShI7R.0l?All •AN 1&• L� MAX �R THE • • • - • •BILANL'Y • • • • • • •(TYIICA!)•" • • • • • • •v i • • •• • • • •• • • • •• • •. • • • • • • • • • • • • •' • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • ••• • •• • • • • --GLAZING SYSTEM 'ly .w ..-- n +. L,' THRU"BOLT WITHFENDER WASHERS AND NUT. DZCMINE DERAIL AND ir MAX FOR THE MULLION AT BALANCE WOOD SOCKS AND METAL STRUCTURE NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSES BY GLAZING SrbitM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ALL SUBSTRATES SHOWN CAN BE INTERCHANGEABLE AT ANY PERIMETER LOCATION n 16-3151 E LL 1ttn�IAtv101 • • ••• • • •- • •...• ..> • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • I LE IMON kEINP:5 muLuON D3 ±i9#429FA141JLI.19!4 RETAIL NON-RETNF."i mutuok GLAZING r•-•- / SYSTEM DIP.AIIVILA141511-kit / D4A-MULLION _ 3/15Mt WAIL MULLION WITH REINF.! 77, GLAZING SYSTEM 1 , . 'STOEt f , , ... . ,, - -- ;,,,,..t'.•....: .r..-,,..;,,.-4=;:::.:„:;.:„..t - ,5 L: D3A HORIZONTAL MULLION DETAIL '1 LIHMLLION_J (6) 3 la: x sTE-EL (A36 PI GLAZING ,,- SYSTEM - I NOW 0110:1 MULLION j MULLION -3 WITH REINF. TYPE B x 45- 36 MIN) .•DETAIL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • GLAZING =e5 / SYSTEM 15; ; (4) I _ 7•,; r,14`,7, 17. -4.• 7 7 D38 1191V..?„9„ • • muLuON rv-Vi srEa (A36 M(N) UL.411 / 'GLAZING I I SYSTEM I rL..L,Ti==,77,760 DSAPIULUON AT TN-T. DETAIL • • MI EMITh WITH REINF4 "-GLAZING SYSTEM 4 - CC ‘'• r ; BALL LA36 M(N) ,=== L rTIL:=77:=7:277;". dik itf ,••••••\ `77^ •,•=7 '-fEl tr-) THRLI-130LT WITHEENDER WASHERS AND NUT. AT MAX. PROM ENDS AND O.C. MAX FOR THE BALANCE c NON 4EINT:t L MULLION 7 6 HORIZONTAL MULLION DETAIL Li.:4_40444F9v;,i: GLAnNG SYSTEM r (STE6T(A.36 MIN) ;! 5 HORIZONTAL MULLION DETAIL g tn 11.1 z F 5 ??, SCAlll.;4,PETA11.1, 1 01 A494 _IoTKALL . • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • •• • • • `A\ ATTACHMENT INTO i WOOD (2) ' TOP VIEW ...._.._.....,_......._....__ . SIDE VIEW (.ATTACHMENT INTO �.; wnnn 3/4" 4 • i •..-:4..1 7/8"--••,... • APP.. vgvi 3/s» ATTACHMENT INTO--..-^ -C NCRI g. 5/1.6"UL 'N INTO 28YWOODKIY MIN EMBEDME AND 1" MIN EDGE DISTANCE. - WOOD STRUCTURE (BY O'TMERS), VP* 2, MIN. TOP V,1ENI (-0 ATTACHMENT H rQ CaaETE. 5/16' ULTRACONINTO 2 BY WOOD BUCK 1.1V MIN EMBEDMENT AND > 1 MIN EDGE DISTANCE. •�' WOOD STRUCTURE • (BY OTHERS). SYP#2 MIN. TOP VjEW 51QgF,VIEW lC t } ATTACHMEN:IN TTO METAL Elt.U,C�7U•k§ 3/8" DIAM. PO ERS —WEDGE BOLT • W/ 3-1/2" EMBEDMENT • ND 3-3/4" MINIMUM E' E DISTANCE CONCR (3000 MIN.) i it :::.:;; •••• ••• •• • • • . . • • • • 3/18" DINA P0V S• • • WEDGE BOLTS W/ 3-1/2" 5, _,_EMBEDMENT AND 3-3/4" MINIMUM EDGE i•e, ATTACHMENT INTO METAL_ TR_�1CTURES �. 0 — C6STANCG • • • •. • ,. • • • • • • 40:4'• • • • • • • • • •C'R • • • • • • • t3000OOI7(N.) • • . • • • ••• • • • • •.• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • •.• • • • •.• • SiOgYIEW _-1 7/6' 1Q9 VIF1W. PDE VIEW/ N RI t. S/16-12 SMS SCREWS (GRADE 5 MIN) METAL STRUCTURE (BY OTHERS) §p" MIN. THICK ALUMINUM (6063•T5 MIN.) OR STEEL (A-36 MIN.) 5/16-12 SMS SCREWS.. (GRADE 5 MIN) METAL STRUCTURE MT OTHERS) g" MIN. THICK ALUMINUM (606345 MIN.) OR STEEL (A436 MIN.) k. 8£NNAR00, Z.N.P. +6 •• rt,;AITAL:HAEMILNI,o, WIVE, i 1 i O. 11 ! • .- ', (SHOWN) . 1 ' 1-'--)'-`'--,„ 1 , --•. (ALTERNATE am) 1- ; m TOP VIEW -;u0RA • no 1.11. mita EMBEDMENT I" MIN EDGE ; DISTANCE. WOOD STRUCTU (BY omens) slue vlew SITS 3 MIN. t— - 3 1/4° ?T_T?ggIVT.7_11.g9 • (ALTERNATE GLIP) - •C-" I' ‘-‘.1 - 1 114. '-"' I" : .. ....._ TPP....Y.WW. AcHMENLINTO NCRETE To, vim I __....i , ;,, I \'" ; N...,, 2, • 1" I 1/4" "- • ‘ik j3CT \ 3/8" DIAM. POWERS ,_,..1= _ ...4 t WEDGE BOLTS W/ 3-1/2" EMBEDMENT AND 3-3/4" t i/;•., ‘' -,,,,t----, MINIMUM EDGE ATTACHMENT THUD SIDE Y1E ?, "VIEW I t "',..,..($.1 1 ;,' ", • • • ;• • • • • . • • 4 •,!, • ; ; • 6666 • • • al ' • • • • • • • )1" U).TRACON INTO 2 BY WOOD BUCK • • • • • • • • • • • • • • 1)." MIN EMBEDMENT AND I • • • • • • . • MIN EDGE • • . • • • e DISTANCE, • is, b • • . • • 0• • • . WOOD STRUCTURE • • • • ' ,ts • (BY OTHERS). • • • • • • • VP* 3 MIN, • SiPt AnEW . , , .V.PlYikvi . ' \E31STANCE (3690 Ps. 14 IN.) (L.;--‘; ktr4s.qkm.P,r..TIN.T.P ;/?!,PAAT.P.,c114g 3/8" DIAM. POWERS -L. ---1.- WEDGE BOLTS W/ 3-1/2" ___ ;-•- ; •, EMBEDMENT AND 3-3/4" is is^•,.. 6—MINIMUM EDGE N ,.,. . . • - •', , .- • • DISTANCE .•- • • ,..-, ...,. . • sr —6--- CONCRETE 4.-4 ..,,, Pa 0 — , Tp? yikw • 3 1/4" t • •" • (3000 Ps). MIN.) • • • • • • • • • • • • • • • • • • • • ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TOE.YIM !s- 1/4-20 sms SCREWS „ (GRADE 5 M)N) METAL STRUCTURE (bY OTHE S) " 1it" MIN. THICK ALUMINUM (6063"TS MIN R STEEL (A-36 MIN.) I ,^4 V-;'• I - - 1/4-20 SMS SCREWS (GRADE 5 M)N) Et METAL STRUCTURE (BY OTHERS) Ts" MIN. THICK ALUMINUM (606345M04.) OR STEEL (A-36 M)N.) t f I „ 1 , I ; • !Jul, L.,..:. j• 1 - = • .1OP VIEW,. - (2) 1/4.20 SMS SCREWS PER r, 1 1 ' SHEAR BLOCK (GRADE 5 MIN.) =: INTO 1/8" MIN. THICK i ALUMINUM (6063-T5 MIN.) piciyiEw (M) 44..ulanym MULLIONS '1\1 67ACriMENT INTO •Auntrigals• gor4s I !. ••• II ,!• • .1 r o • (2) ipoo sms SCREWS PER SHEAR BLOCK tra•AtIr S mix.) INTO 1/8° MIN. THIC4 • • I • :• I ' • ALUMINUM (606345 MIN4 • • • • • • • • • • SIDLVIEW • • • • ' •••• • • • • • • • • • • • • • I,' I'. SMALL MULLION • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • IP • • • • • • 3S • • 0 • • • • • • • • • • • • • • • • • • • • =`• t 0 ,740° r• 0.173" I LARGE MULLION • t. 01•14Gor LIC00:100DMOS 16-3151 sou! ,•••; ot=":".01 ••its 14 • • • • • • • • • • • • • • • • • • • • • • • • 11 • • • • II • • • • • • • • • • • • • " • • • • • • • • • • • • • • • • • • • • • • -3 3/4 • LI al. :'T' CLIP (TOP VIEW) ;t o.12s•-i. •r CUP (FRONT VIEW) ;'ANGLE" CUP (TOP VIEW) (q1.1 "ANGLE' CUP (FRONT V1eW) 0.120* 1-1 1/4" --4-1 1!4^ -t 3/4" 0.125' i >ti 00. 3/4- 4 s. 2 1!4' 4 (� i t•'i) -v a lI i ,?;. AN eat ,moo:. —� GLE" CLIP (FRONT VIEW) 3/8` t l _n_ 1 l/4".- 13/8'._-.. f ,tom ......_..: r/l�� Y` �r. • 3/8" CUP (TOP VIEW) (:,,M'('ANGLE' CUP (TOP VIEW) • • • • • • • • •......_. ••, I • ;; •-; • • • • • • • t •• €••• ••• • • ••• e I. • y( • • • • • • • 1., c.v.` ••, •• • • •,� •i •• •"-0.125' • • • • 1 • • ..0.120' • w • • • • • • • • • "�" "F • FCUP • • S ( • • " •V1bW)• • • •(1"-•AT�•IE" CUP FROM.T VIEW) . �Q ••• • •• • •••'-- • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • P(TOP VIEW) li. 0.125" j I4 ' CUP (FRONT VIEW) 3 U2' 4 0.120• 'ANGLE' CUP (TOP VIEW) 16-3151 «.1s, Pew- (01 • i 3l8' +45J8"'" • r ALUM(5053•YS) SHEAR BiMKS O • gn 6. ALUM (6063-TS) SHEAR BLOCKS C? s LARGE SHEARBLQCK. ' SMAU. SHEARBLOCK 'ANGLE' CLIP PONT(RVIEW) 3 %4" x !i` STEEL REINFORCEMENT BAR is ) STEEL REINFORCEMENT _ Y , T3TI.I. fa# ;NI ,-;,..1-ii: izTI., 111''EA! P- UI' No. ..,..+.._ 77569 .....�.....,..., QUANTITY _. , .� ._,.. _ ..., DESCRIl''fION _ Ni+tTERIAL REMARKS r /.h . - t L t M ` O " C,\ A E if., e• � .... ....._......__ . ry' J 4 tAnDi LC1 S P, .L AU,IA.NIAI 1011,0', lA.LI/ A , hUt-_ t 1- 1. 1 t,t/k -t1/ �.: 1./A. LL.^ .. _ i x •. i. V»_ L Kfit ' LirPw ,,,RILL i L\ ..._.. IAL tt IV.4.' 7I- .: 14,u4'ItLIA Id"LEEff k^ ` __ i4....- R L,.xt!C 11 T lr _^. iA A (4rJ° % { (t JLr A606! 76 C....V A_ 6Cf;T 'IF: . .t,w A GOB,. 7A . . t J5_G Writ. V J J , L.M IA" L "Ii 5^(+ 1 TI- C'Vr1st ALUIvII71,*".I OLILLz'fI S•l OJT kPCf A I ViN/ f/ 1 I^_ " •y _ } - iitA ( 'I/A ! f A r0, . J Uk 1'ZIJ 4 ,}H,L.0 G<lY 1AL 1J - G )E - 76 i.. L W ({ . Al11'J 1 .J(..L '= d ,....�.,, ...,..._,I,----... t At: ).:Ni.. F Li? k..Jl A. G(E r Ai.-,. LGc3 c i41'J!.J A__ 1- •c• •:ir;. ALU5OF7•'•, .' "t r S: ", / Yt, it IAJt la "i 4 i A. VVINtAi "ANC, -' ,iF iF^IYt Er ,-- }Ir.,.._ .,. ),;1; VP T/z. 41l IL/Ili.l d t+J Ls "t3 3 •T+.'.'`' • AI`•. �f..:.•.'� • P} !/. t tAV`LE'L •T• U♦at••'i's r. !1 i'.• p +•t 1•N/A W1 • rl�••A ♦`I•i A„,•• L"!i♦••l. L,•• 1. _..._ - LAN vt ALU {N:V •i6k F{7Cn k•} 4skA 6063•+ ,. 3 j''' ( tJ/A tljf I tf i' Y,-._... xf s ALtrrMVtt' iiFATZ ROCK ! lV fL • g 4- $'(C k dfo .rt 7 F„•.A t 4 „6 S L .'. — { t...'`,..._J 1R ' IAA" W< ' G s C_. m I U,^.F It r+ ' AKCt -. MLM •J4tJ:YJ aSi.L Z^ i- s6, k. AL : t,i.: h i , ; U • • • • • • • • • • . • }{ • • • .._ ...___.,a'<M...�.ITr. wPat1 R •_... tr.'. • i • ••• • ••• • ••• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• I '116` x "'p" STEEL REINFORCEMENT BAR • i STEEL REINFORCEMENT (05) 599 0093 PAROONGEWOJO 16-3151 OMNI 66E04TA 4IO1 , '. ►T.�orrf