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WS-13-1736ws i3- 136 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: r1l, PERMIT # � c 33V ADDRESS: 1 Vic' 9 30 FOLIO NUMBER: FLOOD ZONE: e BASE FLOOD ELEVATION: 10 1 FREEBOARD: e EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): (Z e COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): '$11 VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS ATE:. &// 3 PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE. THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management/ Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool I t TLRYY.7i LIil I'YLtl ir•ULl U4 r�nii( 0212334455 Standard Fad./LwwWe 769 CHICAGO RD. TROY, MI 48083 File Number. 000alog2 I i i In accordance with your request, I have personally Inspected and a praised the real piroperty et: 1260 NE 93 STREET MIAMI SHORES, FL 33138 The purpose of this appraisal is to estimate the market value of the i ubject property, asi Improved. The property rights appraised are the fee simple interest in he site and Improvements. In my opinion, the estimated market value of the property as of Agust24,WW is: $315,000 Three Hundred Fifteen Thousand Dollars The attached final estimate of report value, descriptive ve photographs, limiting conditions a d appropriate ecarjifoations. dtu i LEA ROSE no; i Data and/or sales or Financing AIII Grade RoomCowt 35 5I 3; SO 6I 3. 2.50' dross L vin Area 2 11 FL _2,()27 ft ,Ft t Sesaltarft& NIA NIA Path. Patio, 0900, f PATIO Commems on Sales Comparison Onoktdmg the subject ISO F•A f10 -- NONE I FENCE 2000 POOL ; 14400 X t 307400. ' f4 We compatlhmty to the ne%hharhaad, etc, k e AMv IA. . T -029 P.04/04 F -897 W4 = ART „ c rc aoN�D0081092 at Approach (ouoh as source of coat estimate, feet calculation and for HUD, VA and FmHA, the 19 aconoft we of the brooe"I 1,000 7: I -3 3,p �1 7100 2 886 Sa.R. ! 22 N/A I [1■ "M Data, Pr9oa and Data varvadl;,, sawon UNIFCn?M RESIDENTIAL APPRAISh ESTIMATED , NONE SITE VALUE, • E9 WTED REPRO=UQW COST -I OF WROVEMENTS: e $ 125 000 commonts SwcataPkiral DAB 2211 Sq. FL @ $ 85.00 o g t87 935 site value, A sq FL 03` - -- ----- _ estimated n LAND TO of ' tarpon 331 Sq, FL 0 $ 30.00 a PHYSICAI g, 0 Total Es#maled Cost NOW ---- THE MAR Lose y pryyy�j Funa9onal ... S 197,865 INDICATE Ea Ramakting txon Uie: Anetysta at erry avrerd egreemertt atsaie option, Dept 4 978 1 00 O o I E — 78 Deeciated vane of maena J APPRMOAPTF AWvalueot$its tmprovae $ 152887 CONSTR L �blosate X01 . . . . . . . . .....$ .. I DICA Teo VALUE BY COST APPROACH ....... • • • $ 35 000 MARSHAL IN THE LAST MONTHS. ITEM = 312 SUI 12$0 NE 93 STREET COI4tPARA9LE N0.1 ARA 1179 NE 98 STREET 1168 NE 101 c Address MIAMI SNORER RII ♦AA, �. rww _ Data and/or sales or Financing AIII Grade RoomCowt 35 5I 3; SO 6I 3. 2.50' dross L vin Area 2 11 FL _2,()27 ft ,Ft t Sesaltarft& NIA NIA Path. Patio, 0900, f PATIO Commems on Sales Comparison Onoktdmg the subject ISO F•A f10 -- NONE I FENCE 2000 POOL ; 14400 X t 307400. ' f4 We compatlhmty to the ne%hharhaad, etc, k e AMv IA. . T -029 P.04/04 F -897 W4 = ART „ c rc aoN�D0081092 at Approach (ouoh as source of coat estimate, feet calculation and for HUD, VA and FmHA, the 19 aconoft we of the brooe"I 1,000 7: I -3 3,p �1 7100 2 886 Sa.R. ! 22 N/A I [1■ "M Data, Pr9oa and Data PENDING , NONE COMPARABLE NONE . 2 tXtMPARABLE NN 3 SwcataPkiral NONE ! of Anetysta at erry avrerd egreemertt atsaie option, a of the sob1e0t pooparty and aryls of any priers" otaW THERE HAVE BEEN NO LISTI CiS OR S OF E SUBJECT OR �blosate X01 OMPARABLE IN THE LAST MONTHS. INDICATED VALUE BY SALES COMPARISON APPROACH .. . tNMMT_M VALUE BY WCOM6APPROAGH ble Eatlnmted Market Rehr ............ • ...... !A ................ : .. B 315 OOI Thy appraisal is made X °as te° �' x = Conditions of NO WARRANTY OF THE APPRAISED p I5 CI MEDOR _ . - 1- tE.PdtOPGERTEOp SRUCTU OR M 7 LS ASS Final RewrrcNadant DUE TO LAC OF RENTAL OAT THE INCOME APPROACH IS NOT AP ROPRIA TO THE SALES CO P ISON AP OACH AS IT REFLECTS THE BUYER'S A SEL SUPPORTS THE SALES COMP SON APPROACH. .MOST 'S ACTT NS. ST EIGHT IS GIVEN COST APPROACH Tire pupose of this epprw w to to estimate d,e market value of me real property that In the aub eN of mts and Ii"ft otmdNon s, and MMM value detmidon fiat aresBteri 6t gur IS IS A S �0dldona and die M REPO aer lyt opt aftarJied Fradrne tda0Fam4�iFartrde Mae Farm 11 I TM� V �� OFTHSREALPROPEttTYTHIIIII mad 8/93 1 E9IJ&tECT�r DTH t3P RI:ASOF 0 00 r�Tlvt?I OF REF'ORTjTOBBS 315 000 � &UP tISORYAPPR/1►Sgd ONIYIFREQUIREDj; �Srrre ROS sskn a QOtd 0M Not Re 0 4120 New �to 'mte d ST.CERT S REA #0001891 Rea pmpeny smDe k titate Llmnae a See t wwbld0n 0 __ M, *ca000rtro 1 -UZU i P.U3 /U4 F-Bg7 CPAICA LL ART ! ��..� vc I t;l GLE n ldban X auburhan' floss! PredomfnaM 9lnato tamgy ht, milt up Ova 7596 28 7b°6 Undue 25°6 o+Pana7/ PRICE STON FL 33326 Ing Prossnt [and uses change Growth rate Rapid X amble 'slow X Owner S(aaq 100 E°A Orar tetrUg 'Yes �d X Not pkegr ❑ Lacy Low Property values Inaea ft arable D ��pPy shortage X Inbdaua Tart 500 h 1 2 4 fammlyy i0 Mutarray 1 In ROOM To: • � X V��) '�"�+ minant OverBnros D' r Cornnandal $% she area 9.375 SF vacant � 160 Note: Race and the racial composition of the neighborhood are not appraleal {actors VAC 9y Specific zoning classlHcatlon and description SINGLE FA ILY R -22 Comer Lot yes No Neignbothood boundarias and characteristics: AREA BOUNDARIES: NE 103 ST NE 79 ICA Zaring compliance 0 Legal LelPt kmdrra(parptathan�uye ) illegal No z"I's shape D 33, BIS WNE BL B11 BAY E . Factors that affect the mertrombflily of the properties in the neighborhood (prozlmlty to employment and ame THERE ARE NO APPARENT ADVERSE FACTORS wHlrtba cunt o n a��.,..... !11106, employment stab _• appeal to market. alas Market corrditlons In the 8*801 nal9hborhood (inciuding support for the above conclusion related to the of properlJr y 89 - • such as data on competitive guppy, and marketing time Pcil Properties far sale !n the neighborhood, description 0111 e prevalence of a less and financing oertoelssions, ales): NO EVIDENCE OF UNDUE INFLUENCE. IN THE MARKET tat err= rc nrn rr,. �,.......W .__.._ _ _ _ P-Ject infermagen for PUOa if a t PP3cab18j -• Is the davelopa7buildar N control of the Homes Owner6' a 2 11 are Feet of Moss i — APPam toml numbarof unite in the subject project latlon (HOAj1 I YES NO gpproximais total numharof Desofibe mammon a rrts and re ne faeWtiea nits for sale In the sub' t project �T 104 Dimensions 7 125 Attacnud X Bari) Wainscot LEJAVG. Central YES Fam/Hood X �, FM*I* she area 9.375 SF TeP�ePhY /EL Specific zoning classlHcatlon and description SINGLE FA ILY R -22 Comer Lot yes No Slzs ICA Zaring compliance 0 Legal LelPt kmdrra(parptathan�uye ) illegal No z"I's shape D R CTANGU R Hahest 8 best use � imerovsd: X Ptsegal use Other use hags EQUATE Utilities Public 0 Electricity I OPM1sita Irnpreveroents Type PubQc Privala view Lang Mage A ERAOE FPL G� Street PAVED ASPHALT X DrNew6y Srxlsoo AVERAGE P VED ASPHALT �� UNIC. Sidewalk NONE Sldewa0t NONE Apperam:easements ILITIES satdtay sawar X MU IC. Slre9t Gghb ELECTRIC X FEW Special � Area Yes No Stem Allav NONE "AA Zone AE Map Data 19940902 Comments (apparent sdversa easements, encroachments. special asseasmants, FEMA o. 120 0 Slide areas. Illegal or legal nai RECORD. NO ADVERSE E CROAC ENTS OR THER FACTORS AFFECTING MA PROVIDED. conforming zoning, use, *c.j: EASEMENTS OF I(ETABILITY THE SUBJECT SITE IS TYPICAL OF COMPETITIVE PROPERTIES. OBSE D. SURVEY WAS GENERAL DESCRF nON MMIOR DESCRIPTION FOUNDATION No. of t6dts 1 Foundation PO RED COI Slab CONCRETE BASEMENT INSULATION No. otsomb8s TY�(OeLfAtt) DET Erdetlor Wdlm CBS(STUCCC Oa NSpme NO 9b Fkished N/A RaM t:eartg gn f�1�) RANCH Roof Surfers LE Gutters & mWapts. ADEQ. OVHG Besament NON Sung pimp NONE N/A yyeQ6 �p m EXST Age (Y-) 1954 WeulowType SINGLE H Nl Dampness NON NOTED WA N/A F� yB rs Slarraasens NO/YES Settlomam NONE NOTED �y N/A None Herae NO IMeerax,. nrnnre rrnren X Fin Ished area above a s: 6 Roams 3 9adroom a 2 5 INTERIOR NtatedalslCerMitbn HEATING KITCHEN EQUIP. a 2 11 are Feet of Moss ATTIC Floors WDMLFJAVG Type We Refrigsretq None O Walla CAR STORAGE TER/AVG Purr ELECT RangefOven X Stairs s }g None [❑ TrimfFp M WOOD /AVERAGE4 ConddonAVERAGI Pa Bah Dell X Drop Stall mile 8 of cars Floor CER.TILE/AVG Ct7fi• _ D uNG Dishwasher X 9atttie Attacnud X Bari) Wainscot LEJAVG. Central YES Fam/Hood X �, FM*I* ---- -_ Detadtad ' t>oae HOLL trimly Na ve Heated �_ X ! flulit In FTW AddRbnalloahuas (special energy FENCEWCEILWGFANS, X C CARS efcienti ALA POO P -2 Condition of the improvamente, depraclatlo- (physical, functional, and externep, repalrs needed, quality of coneto NO EXTERNAL OR FUNCTIO INADEQUACIES. THE FLOORPLAN IS etloo remodeling) additions, eta: THERE ARE ICAL NO PAIRS NEEDED Adverse It tft= Ml Condldons (such as, but not Ilmited m, hazardous wastes, toxic substances Immediate I, etc.} lira vicinity Of the subject property: NO APP ENT A VERSE ENVIRO MENTAL CO IMP C ON THE VALUE OF THE PROPS TY WERE NOTE D. nt In the im ovemen on the site, er In the ONS T WOU NEGATIVELY e.►tvr�m eav PAGE t OF ID.kmeaa ooeozoenunaGn,nsop „ mneW .�.mmtr0�y� - ' raaerwr�IN ear Florida 14475 N.W. 26 Avenue No. Opening Z j Storm e4pgga.19990.888 9000 4 Opening Width Height Amount, ►�� t ZZ mr- / 1 �S�t�t g !o Panels Fax: 885 -7`511 ... _ C� TO: db v Z:<tK: State Zip (Home )i7b�%'7 �40 (Work) AGREEMENT Full payment Is due at the time of Instattatbn and or denvery in cash, or check drawn b U.B. Bank or cashier Chock (i) blank tts �ls aproemoM before you read h or If It contains any (2) You are en00ed b an exactoopy of the Agreement you sign. Executed in three copies, one copy of which was delivered to, and receipt is hereby acknowledged by buyer, this day of, Salesman '"'�^ - t Purchaser �Y overdue Worm not psA tMp be sublect to a 11/2 % service fee per montit Further reasonable att MWS foes and collection costs win be charged In order to secure We account "YOU, THE BUYER. MAY CANCEL THIS TRANSAC- TiON_AT ANY - TIMEPRIQR TO- MDMGHTOF THE - THIRD BUSINESS DAY AFTER THE DAY OF THIS TRANSACTION.' PRICE WILL BE PROTECTED FROM INCREASE FOR DAYS M io .o SubTotal Total +` Sales Tax Deposit Installatio- `�' Balance Ell T M io .o SubTotal Total +` Sales Tax Deposit Installatio- `�' Balance HIS DOCUMENT HAS A COLORED BACKGROUND • fiMICROPRINTING - LINEAIARKTI PATENTED PAPER L , • , • STATE OF ` DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ# L12073001624 LICENSE NBR 07/30/20121128022281 SCC131150340 The SPECIALTY STRUCTURE CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 REVILLA, ENRIQUE FLORIDA STORM PANELS INC 14475 NW 26 AVE OPA LOCKA FL 33054 RICK SCOTT KEN LAWSON GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAW 05/24/2013 10:44 3056857511 FLORIDA STORM PANELS PAGE 01/01 ACORa CERTIFICATE OF LIABILITY INSURANCE 02/28/2013 MIDD PRODUCER (305) 210 -1424 Pan AM Ar�8ur6�otc3e Agency, Inc Y 9100 Sonnet Drive Miami rL 33173 -3433 THIS CERTIFIC TE IS ISSUED AS A MATTER OF INFORMATION ONLY AND C, NFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, INSURERS AFFORDING COVERAGE NAIC # INSURED FLORIDA STORM PANELS, INC- 14475 NW 25TH AVMMS OPA -LOCRA FL 33054- INSURER A: NORTE POINTS INSDRANCE CO POLICY NUMBER INSURER B;$RIDGNFINLD INSURANCE CO POLICY EXPIRATION lYY I) INSURERC: A INSURER 0; GENERAL LIABILITY INSUR I: / / r.T.TTr3-7TCTEa THE POLICIES OF INSURANCIE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 13 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE SEEN REDUCED BY P61P CLAMS, tNSR INIR TYPE OF INSURANCE POLICY NUMBER POLICY MSIOCTIVE POLICY EXPIRATION lYY I) LIMITS A GENERAL LIABILITY / / / / EACWOCCURRENCE 3 1,000,000 TO R e 100,000 $ x COMMERCIAL GENERAL LIABILITY CLAIMS MADE n OCCUR 2094121137 11/1212012 11/12/2013 MEDEXP awe arson g 5,000 PERSONAL &ADV INAU Y 3 11000,000 GENERAL AGGREGATE 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRObUOY8 - OOMPIOP AGG 3 R POLICY JEC LOC AUTOMOBILE LIABILITY ANY AUTO / J I / COMBINED SINGLE LIMIT (La awdem) $ BODILY INJURY (Pot o-on) 3 ALL OWNED AUTOS SCHEDULEb AUTOS / / / / BODILY INJURY (Par a -kkbM) 3 HIRED AUTOS NON -OWNED AUTOS / / J I PROPERTY DAMAGE (Per owl"MI) 8 GARAGE LIABILITY AUTO ONLY - EA ACCIDENT 3 OTHER THAN , ANY AUTO / / / / AUTO ONLY: AGO EXCESSAr"RELLA LIABILITY OCCUR ❑ CLAIMS MADE / J / J EACH OOCU : C 3 AGGREGATE- $ DEDUCTIBLE / i / J $ RETENTION 3 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE 830 -14374 04/01/2013 04/01/2014 'MRYI.% $ I DE.R EL EACH ACCIDENT $ 110001000 E.L. DISEASE - eAEMPLOYEES 1.000.000 OFFICER/MEMSEREXCLUDED? / / % J If yea, dMa lbe under SRECIALPROVISIONS4elow E,L,DISEASE - POLICY LIMIT ! 7,000,000 OTHER DESCRIPTION OF OPERATIONSILOCAMONSAIEMCLES =CLUSIONS ADDED BY ENOORSEMENTMPECIAL PROVISIONS Xnatalled Storms Panels ( ) - (305) 755 -8572 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES Bk CANCELLED BEFORE THE EXPIRATION DATE JH TH E ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS N NOTK:E TO THE CERTIHCATE HOLDER NAMED TO THE LOFT, BUT Miami Shores Village FAILURE TO DO HALL IMPOSE NO.OBLIGATTON OR LIABILITY OF ANY KIND UPON THE 10 05 0 NR 2 Avenue INSURE ITS A E OR REP NTATIVES. AUTHORIZED SENT E Miami shored FL 33138 - ACORD 25 (2001108) OACORD CORPORATION 1988 *,,t INS025 (0108).03 ELECTRONIC LASER FORMS, INC. - @M)3274� PAgo 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 196353 Scheduled Inspection Date: September 16, 2013 Inspector: Naranjo, Ismael Owner: REGUZZONI, MICHAEL Job Address: 1260 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA STORM PANELS INC Isunaing uepartment comments Permit Number: WS -8 -13 -1736 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050270210 Phone: (305)685 -9000 REPLACING EXISTING 14 WINDOWS AND 4 DOORS Infractio Passed Comments FOR IMPACT RESISTANCE I INSPECTOR COMMENTS False September 13, 2013 For Inspections please call: (305)762 -4949 Page 15 of 38 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- Inspection fee is paid. September 13, 2013 For Inspections please call: (305)762 -4949 Page 15 of 38 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TRAE OF FIRST INSPECTION PERMIT NO —TAX FOLIO N01 IZZ(�& _zn _JZ?111Q) STATE OF FLORIDA: COUNTY OF M1 AMI-DADE: CFN 2013RO621879 OR Rk 28761 Ps 45001 ( ips) RECORDED 08/07/2013 12904942 HARVEY RUVINY CLERK OF COURT MIAMI—DADE COUNTYP FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information i CER77F;Yot f1d's Is a y Of the Ce A.D. himaraW 01ftfc:0 I. Wot V uit and-Cowitv Courts $Pao* Description of improvement 3. Owner(s) name mid-Vdressy 't L C-11 Interest in property: . 15j�" Name and address of fee simple titleholder 4. Contractor's name, address and phone q of rewtding ie__Iz 5. Surety-. (Payment bond required by owner from contraCtaf�, Nam, address and phone number: Amount of bond $ 6. Lenders name and address: rho 7. Persons within the State of Florida designated b Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided In Section 713.1 3(l)(b), Florida Statutes. Name, address and phone number: — QA 9. Expiration date of this Notice of Commencement: (the woralm date Is 1 year from the date of recording unless a dWwent date Is ape~ WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK TICE OR RECORDING Yo OF qPMMENCEMENT S)o or, jro 0 X r 'Autho*d Officer/Director/Partner/Man S*atUre(`s) 0 PreWed Prepared �IJ s7Q Print IN 1 Print N Title/Office Title/office -�l a-mb V-( 2320cw's STATE OF FLORIDA COUNTY OF MIAMI-DADE The foreVinkinstrun eM- s nowledged Wore me this day of U Personally known, or Signature of Notary Public: Print Name: (SEAL) mmmenoN PugsuAw To swrc* 92z25, FLop-jpA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In it are true, to the best of my knowledge and belief. By By 125014% PAM$ M2 e` Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PRONE NUMBER: (305 ) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING '- FBC 20 Permit No. Master Permit No ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: 1 , ° ®�'l 02-A Is the Building Historically Designated: Yes NO Flood Zone: TenanW,essee Name: Phone #: Email: CONTRACTOR: Company Name.0 cu� � ► ® ) CC Phone #: Address:) 44--)�5 City: Qualifier Name: t%J XX4,-LJZ— I \ y rnone; Pal Cererti cation or Registration ��1:��"1'® Certificate of Competency #: % AP Contacts one# -1 -44U-?- -',9o2-. Email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ t q r�� Square/Linear Footage of Work: Type of Work: 0 on j DAlteration ONew I&Repaih Description of Work: 4F ` Va Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 0 Bonding Company's Name (if applicable) J' Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) � hQ Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection hich occurs seven (7) days after the building permit is issued. In th ence of such posted notice, the inspection will no a ap roved and a reinspection fee will be charged. �r Signature Signa Owner or sent Contractor The foregoing instrument was acknowledged bore me this r day of , 20 a, by �t F who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: The fore oin instrument was acknowledged me thi d g � g day of who is personally known to me or who has produced as identification and who did take an oath. NOTARY Sign: I Sign: Print: C 7� R101a / Print: My Commission Ex��itlg PATRrG'�°' A�EVALO My C �5 MY COMMISSiON # EE012886 EXPIRES Octob er 01, 2014 APPROVED BY Plans Examiner Structural Review (Revised 3 /1=012)(Revised 07 /10 /07)(Revised 06110/2009)(Revised 3/15/09) PATRICIA AREVAL,O MY COMMISSION # EE012886 EXPIRES October 01, 2014 Zoning Clerk No MIAMI DADE COUNTY, FLORIDA' PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26" Street, Roprn 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) wwr.miamidade.aov /aeraZ PGT Industries, Inc. _ - - 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction, materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11HR- -710" Aluminum Horizontal Sliding Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, impact ", sheets i through I1 of I1, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E -1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. hoADa ca I�rrir L5 NOA No. 11-1114.04 • • " Expiration Date: December 21, 2016 Approval Date: February 16 2012 pP rY Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No.'s 07 -- 0815.09 and 06- 0405.06) 2. Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10 /17 /2011, prepared by POT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony, - Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20194 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. ,(Submitted under NOA No. 07- 0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2.1, TAS 202 -94 and per ASTM F 842 -04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 4445.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 --94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 --94 3) Water Resistance Test, per FBC, TAS 20294 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and-per ASTM F 842 -04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-- 0405.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -1 PGT Industries, Ine. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07- 0815.09) 2. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite* PVB Interlayer °' dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08--0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC -2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC - 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL- -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 47- 0813.49) Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2416 Approval Date: February 16, 2012 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMT ED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s F x"858 and FT1,4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) G. OTHERS 1. Notice of Acceptance No. 11 -0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I. ", approved on 08/18/2011 and expiring on 1.2/21/2016. Cywc�� Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. SM6" LAMI CONSISTING OF (2) LITES OF 118- ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 616" LAMI CONSISTING OF (1) LITE OF 118° ANNEALED GLASS AND (1) LITE OF 1X8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXOMPSAFE MAXIMUM PVB INTERLAYER. C. BMW LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. D. 7116° LAMI CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMA CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3f18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7M6° LAMI CONSISTING OF (2) UTES OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVS INTERLAYER. G. 13M6" LAMI IG: (1) LITE OF IV OR $/16" ANNEALED (MIN.) GLASS, 1218" OR 3f8" AIR SPACE AND 6118° LAMI CONSISTING OF (2) UTES OF IN ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXtKEEPSAFE MAXIMUM PVS INTERLAYER, H.13116" LAMI IG: (1) LITE OF IV OR 3118" ANNEALED (MIN.) GLASS, 6118° OR 3/8" AIR SPACE AND SfIW LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. 1.13118" LAMI 10: (1) LITE OF 1f8" OR 3110" ANNEALED (MIN.) GLASS, SV1S" OR 3f8" AIR SPACE AND 6M8" LAMI CONSISTING OF (2) LITES OF IV HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXR(EEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.).GLASS, 3116" OR 114" AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 396" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVS INTERLAYER. K.13/16" LAMI IG: (1) LITE OF IV OR 3116" ANNEALED (MIN.) GLASS, 3118" OR 1W AIR SPACE AND 718" LAMA CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT SUTACITE OR SAFLEXtKEEPSAFE MAXIMUM PV13 INTERLAYER. L.13f18" LAMI IG: (1) LITE OF IV OR 3/18" ANNEALED (MIN.) GLASS, 3118" OR 1!4 AIR SPACE AND 7/16" LAMA CONSISTING OF (2) UTES OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXq<EEPSAFE MAXIMUM PVS INTERLAYER. 2. CONFIGURATIONS: QX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13OD -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3°% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS, 6. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4865, FTL4859 AND FTL -6330. ELCO TEXTRON NOA: 040721.01, 030226.05 ANSI/AF&PA NDS -2006 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. a TscfimxO6YCANE KOKOMM FL 34278 P.0.8QX 7828 tMOM18, 8.34274 iLUM. HORIZONTAL ROLLER WINDOW =1 NTS 1 a 11 ��4127- -90 NOA DRAWING MAP RRvmw g w4h Lb 81oft V0 1 LYNN .. QT ` is Ido.66705 Vala� •�� ,�. FLOR�09'.•' C?? '',�rssi O/�NAL �C` ��• 0. L1"A4+dM� P.E PEA 88788 SHEET GENERAL NOTES ............. I GLAZING DETAILS.... .... 2 DESIGN PRESSURES .......3 ELEVATIONS ................... . 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS .. ....... _ 6 PARTS LIST .....................» 6 EXTRUSIONS .......... ....... 7 CORNER DETAIL .............. S ANCHORAGE ...... _.... .... .... 8-11 RRvmw g w4h Lb 81oft V0 1 LYNN .. QT ` is Ido.66705 Vala� •�� ,�. FLOR�09'.•' C?? '',�rssi O/�NAL �C` ��• 0. L1"A4+dM� P.E PEA 88788 21 1/2" NOM. GLASS SITE 1 k 1/6" ANNEALED OR HEAT STRENGTHENED GLASS 09O SOLUTIA OR DUPONT PVB INTERLAYER 10 ANNEALED OR HEAT STRENGTHENED GLASS 6116" NOM. 5116" LAMINATED GLASS 21 � 112° NOM. GLASS SITE I 66,67,68,69, V 118" ANNEALED OR HEAT STRENGTHENED GLASS 000 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5116" LAMINATED 6f16" OR 318 AIR SPACE IV OR 3/16" ANNEALED OR TEMPERED GLASS QD 13116" NOM. 13/16" LAW IG GLASS W/ 5/16" LAMI 1/2" NOM. GLASS SITE EXTERIOR INTERIOR r-> (ALL SECTIONS) 3(18" ANNEALED OR HEAT STRENGTHENED GLASS OW SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7118° LAMINATED 7/16" LAMINATED GLASS 112° NOM• GLASS SITE 172,73,74,75,76,777) 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3118" ANNEALED OR HEAT STRENGTHENED GLASS 7116° LAMINATED 3/16" OR IW AIR SPACE 1/6" or 3116" ANNEALED OR TEMPERED GLASS QD 13/18" NOM. 13/16" LAME IG GLASS W/ 7/16" LAM ©D FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. P.0.9QX 1m NOKObG.%FL3W4 Imlo IFUN12 -111 4127 -10 ��ul,� am Florms sufl maaao =91-462Mx 4YNN 41, * No. 58708 i�.C�• •.. FLO......•�C9�� NP,\-! &L YNIit�LLER. J /N+Qt P.E P.E.9 WM 27W MAX. DLO 64 6118" MAX DLO FIXED VENT —r - -/ a r— 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME -- T DETAIL B - XOX (1/41/24/4) 33 8/18" MAX. 33 8118" MAX. DLO FIXED C OLD VENT 63" MAX. — — — FLANGE A I A FRAME ALL 57 318" I 6w CONFIG. MAX. / / DLO ALL / / DLO O ALL FIXED VENTS Or MAX. LITES I.F. FRAME I X I CONFIG. C m I 73" MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO l0 TECH=WGY WVa NOHOMI& FL 94M P.O.Ot16'!0 MOXOMIB 894['74 27 316" MAX. DLO VENT 27 316° MAX. OLD FD(ED 0 r 86 7/18" MAX. WIDTH I.F. 7118" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET SAT HEAD AND SILL fI D D 15 I.F. FRAME PRWUCrRRVNW — — asoompl�wkhthoFlmida Awoptan=No Mt9teti tat o 1 13 FLANGE FRAME LYNN dt /(Oi VIEW D -D (FRAME CORNER CONSTRUCTION) *' No. 66706 ' ` -0 • ST T —• �: wpbs 6M.HOP00WALROLLERWIMDOW IMPACT a ii•" v. w¢Tto MTS 4 a 11 4127 -10 E MAX HEIGHT +I FLANGE FRAME MAX. \l SECTION C-C (VERTICAL SECTION, FLANGE FRAME) MAX. FIXED DLO -►I MAX WIDTH (FLANGE FRAME) 19 SECTION B-B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FIXED DLO —►i �-- MAX. VENT DLO —4 MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL SECTION, I.F. FRAME) HEAD (VERTICAL SECTION, I.F. FRAME) NOKOM FLUM Irt �;, 7LUM.• HORIZONTAL ROLLER W/NDUW, I P =74 m 4127 -10 NoKOQ 9byBr 'two *lff mS a 11 MAX. VENT DLO `��•�.� LYNN hl!(!,'��i ��'��': �pENSF '• F'A �: * Na. 68705 * / ;�� • t OF\ • ,X S�/�O�NA%t.t �cN `�� A LYI•AI IaILLEN. P.E. P.E888i� ITFdtl DWGV REV DESCRUMON MArL PGC# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 61223T 2 4025 SASH STOP STD. ANTI LIFT CLIP 6D63 -T5 AL 612244 3 #8X3 /4PH.PANHEAD 7934AA 4 4053 SASH STOP COVER SASH STOP 6063 -T5 AL 6 4136 FLANGEFRAMESILL 6063 -T6 AL 64136 7 1 4137 1 ISHLADAPTOR 663 -TEAL 64137 8 4131 IROLLERTRACK 6063 -TEAL 64131 10 71298 IWEEPHOIECOVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 402 A PLANGEFRAMEJAMB 6063 -TEAL 612225 14 4134 GASKEl' FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.00 QUAD PN. SMS 781PQA 16 1 4110 G SCREEN ADAPTOR 6063 -TS AL 6411003 17 4054 B FIXED MEETINGRAIL 603HD -T6 AL 64054A 19 4066 WSTP.,.187 X 230, FIN SEAL 640M 21 4105 SASH TOP & BOTTOM RAIL 6063-TS AL 612240 22 1683 WSTP.,2%X 270 HAM FIN SEAL 616830 23 225 -1 ROLLERHOUSING &GUIDE 421MO 24 226 BRASSROLLERWHEELS BRASS 7BRWHL2 29 4128 HORIZONfALROLLERSASHTOPGUIDE POLYPROP. 441M 32 4006 D SASHMEMNORAIL 6063HS -T6 AL 6406 33 1235 IWSTP .,.170 X 270 BACK, FIN SEAL 675160 35 1096 SWEEPLATCH DIE-CAST 71096 36 1016 #8 X.625 PR FL SMS 7858 37 4126 SASH SIDE RAIL 6063 -TS AL 64126 38 IM3 WSTP.,250 X.270 BAaC, FIN SEAL 616M 39 7070 BULB WEATHERSTRIP.187X.275 67070K 40 LIFTRAILCOVERCAP 74078 "C" LORR 41 4139 ILK FRAMEHEAD 6063 -T6 AL 64139 42 4140 I.F. FRAME SRL 6063 -TEAL 64140 43 4141 I.F.FRAMEJAMB 6063 -T6 AL 64141 50 GLAZING SILI • DOW 899, 995 OR UiVAIENT 51 1224 VINnGLAZAIGBEADBULB (X ) 6TP247W .52 1225 VDMCLAZINGBFADBUL13 6TP248K 53 4039 B GAZINGBEAD- 5116" 6063 -T5 AL 64M9B 54 4044 1 B G2AZINGBEAD- 5/16" W /GR LLKTf 6063 -T5AL 644703 55 1 4222 1 A G3AZINGBEAD -7/16" 6063 -T5AL 64272 56 1 985 1 C I GLAZING BEAD - 7/16" W /GRILL KU 6063 -T5 AL 6985 59 4067 G AZINGBEAD- 13116" 6063 -T5 AL 64067 60 GLASS 5116" LAMI I/8" A_090 PVB U8" A 61 " 5/16" LANE- 1/8" A_090 PVB 118" HS 62 " 5116" LAMI 1/8" M,.090 PVB,118" HS 63 7/16" LAMI 3116" A_090 PVA 3116" A 64 " 7/16" LAMI 3/16" A,.090PV%3 /16" IIS 65 " 7/16" LAMI 3 /16" HS, .090 PVB, 3116" HS NOKOMIS. FL 3WS PA.33t7C 78?B NOKOMIS. FL 94274 DESCRIPnON I MAIL I0-1/8"A (MIN.).3 /8 "AIR SPACK 5/16" LAMI (1/9'A,.090 P 1G•1 /8"A (MIN.), 3/8" AIR SPACE, 5116" LAMI (IIVA, .0901 10.1/8"A (MIN.13 /8" AIRSPACE 5116" LAMI (IIVHS,.090 I0.3/16"A (MIN.). 5/16' AIR SPACE. 5116" LAMI (1 /8"A..09 3116" A .090 3105 -H14AL 2 710 —] 2. I .082 41 I.F. FRAME HEAD #4138,8083.78 2.784 062 3.162 .082 1.888 43 I.F. FRAME JAMB #4141,6063-T6 .710 42 I.F. FRAME SILL NA140.8083-T8 PARTS .......W16 8 •m 11 Illl"s4127 -10,.. E PVC RIWIM swunarem"3iae 00_00 LYNN ��'��`.• voENSF'• �Ep '. k : No. 58705 * ' ir- LLt, •, •'• 8TAT OF ,r R. '�., ,!t�O�� N,, AL'1'V,�` A LYNN"�0.LER�P.E P.E 0 53708 .082 1 73 L,__� 4L,==j 1 3 I O FLANGE FRAME HEAD #4102A,6063 -T8 --►i1+ -:082 .480 OT-1-1.461-4 2 SASH STOP #4026, 6083 -T6 082 17.3* 4 1.'(22 �•� ---- 2.710 FLANGE FRAME SILL J #4138, 6083.78 .081 .43? .46 O HORIZ. ROLLER TRACK #4131,6063-T6 24 78 .a6z LT 87 —4 1.081 t - 21 SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL #4133,6083 -T6 #4008D.6083HS -TB .060 -+^ .8778 1.088 -` ►i � QGLAZING BEA , 511W �:/ #40446,6063 -T5 (USED W /GRILL KIT) L 060 I 1.oee+ T 55 GLAZING BEAD 7/16° #4222A, 60046 tMOmts. FL 3aM P.O. BQX 1828 NOKOAAiB, FLB9Tt9 --�{ 1.187 3. a U O FRAME SILL ADAPTER #4137,6063 -T8 1'.L_ 082 �1.403� 17 FIXED MEETING RAIL #4064S.6083HD•T6 24 28 1. .281 37 SASH SIDE RAIL #4126,8083-76 I GLAZING BEAD, 7/16" l�J am, 8083 -T6 (USED W/ GRILL KIT) f--1.613--j j O SASH STOP COVER #4053,8083 -T6 �- 2.784 —j 1.36.3 1 .OB'L 13 ! FLANGE FRAME JAMB #4002A,6063 -T8 .878 1.�8 -� +—►{ T 53 GLAZING BEAD, 5/16° #4038B, 6063-T6 .i ��i - m 1 1.0e7 r..'\ GLAZING BEAD. 13/16° K_;/ #4087,6083 -T6 7 all 1 4127 -10 MODEXTRINISM as cock 1ho Florida 4. aE9 ua�} ,till -t" 1!1 LYNN * ' No. 58705 O `• STA O A LYNNMrIiER RE P.E.# WM ANCHOR QUANTITIES, XOX (414 -112 -114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1- 114" ELCO TAPCONS 2 -1/4" ELCO SSA CRETE -PEEK 3 - #12 STEEL SCREWS (G6) to 2. GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 g A 6116° LAMI - (1113" A,. 080, U8° A) ) FT. GLASS TYPES G - L SHALL HAVE A ¢� B. 5/10° LAMI - 1/8° H 090 0, I HS TEMPERED I.O. GLASS CAP. BOTH THE DP AND 2 C. 6118° LAM, - (U8" p,.oq 0,118° HS) ANCHOR QUANTITY REMAIN UNCHANGED. D. 7118" LAMI - (3118" A,.O00, 3118° k) 3 E. 7/16" LAMI - (3118° A,.080, 3/16" HS) 3 F.7/16-LAMI - {X1S" HS „080, 3J1(° HS) G.13/16” LAMI IG -118° OR 3116" A (MIN.), 6/16" OR 318" SPACE, SJ18" LAMI - (1/8-A,.090, IW A) 3 H.13118° LAMI 10 -118" OR 3118° A (MW.), 6M8° OR 3I8" SPACE, 6/18" LAMI - (1/8° A,.080,1f8° HS) 3 1. 13116° LA 41 IG -1/8" OR 3M8° A (MIN.), 5118° OR 318° SPACE, 5116° LAM[ - (lAr HS „090, lAr HS) J.13/10” LAMI IG -1/8" OR 3/18° A (MIN.), 3118" OR 114° SPACE, 7116° LAMI - (3/18" A,.090, 3116° A) 3 K.13f18" LAMI IG -11W OR 3118" A (MIN.), 3118° OR 1/4° SPACE, 7/18° LAMI - (3116" A„080, 3f18" HS) 2 L. 13/18" LAMI IG -1/8" OR 3118° A {MIN. }, 3118" OR 114 °SPACE, 7110° LAMI - (3110° HS,.t180, 3/18° HS) 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3 HEAD & SILL, 10112° MAX. ON EACH SIDE OF MEETWG RAIL CENTERLINE. 3 253!4" MAX. FROM CORNERS. JAMBS: 8° MAX. FROM CORNERS AND 22112" MAX. O.C. 3 TABLE KEY: 2 X O X 3 1 +C3+4 +C3 +1 3 ---- ANCHOR QUANTITY PER JAMB 31 HEAD AND SILL ANCHOR QUANTITY. 3 A CLUSTER OF (3) ANCHOFtS CENTERED 3 AT EACH MEETING RAIL PLUS V ANCHOR AT EACH OPERABLE VENT 3 PLUS (4) ANCHORS AT FIXED SECTION. 2 (12) ANCHORS TOTAL AT HEAD AND SILL. 3 (3° MIN. O.C. ANCHOR SPACING) 3 3 263/4" + -33 max —� �° MIN. 3 3 9" X O X 2 li PROD=RMSED 3 MTG. RAIL, TYP. gti0m o6 3 EXAMPLE CLUSTER W/ OTY. OF (3) ANCHORS 3 (SHOWN IN TABLE KEY ABOVE) 3 vSm� tDadePmductCmmo 3 26 3f4" MAX. 2 1° �' I-. -3" MtN. t t t l t l l C 3 9" REF. x O X •� @C ?: ��cENg'' ��''. 3 P: F ''•, P 3 * N0.58705 ' 3 MTG. RAIL. 'iYP. _ 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ar°�r ��Q •'• 3TA E ) ^ •' !l/ "�''• R �� AJVCHORAGE$PACING XOX 914- 112 -9/4 :,IFS •. CORIAP:' Q -0! T°" �i S ••••.••••• "" .� ALUM HORIZONTAL ROLLER WINDOW, IMPACT ''i 1�1dAI�'��%�,%% a ' ostyxa ae a t.YM.I wiiiBtt, r.B.. HRr10 NTS 8 99 4927 -90 E v serm ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B.C.G.H,I GLASS TYPES D,E,F,J,K,L 2.3. WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC NES NES ZONE ZONES ZONES ZONES WINDOW SIZE H HEAD &SILL (A I HEAD & SILL, HEAD &SILL „� HEAD & SILL 2 & SW 2 HEAD & SILL 53.125x 3B.375 48.000 SO.W6 54.000 60MO 03.000 1+C2+1 +G2 +1 2 1+C2 +1 +C2+1 2 1 +C2+1 +C2 +1 2 1+C2 +1 +C2+1 2 1 +C2 +1 +C2+1 2 1 +02+1 +C2 +1 1 +C2+1 +C2 +1 3 1+C Z+1+C2+1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2 +1 3 1 +C2 +1+C2+1 3 1+C2+1+C2+1 1 +C2 +1 +C2+1 3 4 +C2+1 +C2+1 3 1 +C2+1 +C2+1 3 1+C2 +1 +C1 +1 3 1 +C2+1 +C2+1 3 1+C2+1+C2+1 1 +C Z+1 +C;2+1 3 1 +C2+1 +C2+1 3 1 +C2+1+C2 +1 3 1 +C 2+1+C2 +1 3 1+C2 +1 +C2+1 3 1 +C2 +1+C2+1 1+C2 +1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C 2+1 +C 2+1 3 1 +C2+1 +C2+1 3 i +C2+1 +C2+1 3 1 +(2+1+(2+1 1+C2 +1 +C2+1 3 1+C2+1+C2+1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +(2+1 3 1+C2 +1 +C2+•1 3 1 +CS+1+C3+1 60.000 x 38.378 48.000 50.025 54.000 60.000 63.000 1 +C2+1+C2+•1 2 1+C2+1+C2+1 2 1+C2 +1 +C2+1 2 1 +C2 +1+C2+1 2 1 +C 2+1 +C2+1 2 1 +C2+2+C 2 +1 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C 2+2+C2+1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+C 2 +1+02+1 3 1+C2+1+C2+1 2+1 3 1+C 2+1+C2+1 3 1 +(2+2+x+1 1+C2 +1 +C2+1 3 1+C 2 +1+02+1 3 1 +C 2+1+C2 +1 3 1+C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C 2+2+C2+1 1+ 02+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+ 2+1 +C2+1 C 3 1+C 2 +1 +C2 +1 3 1 +C2+ 1 +C2+1 3 1 + S+2+C 3+1 C 1 +C2+1 +C2+1 3 1 +(2+1+(2+1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+C2+1 +C2+1 3 1 +CS+2+C8+1 74.0x38.376 4&000 MM 54.000 60.0DO 83.000 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2+2+C2+1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2+C2+1 2 1 +C2+2+C;2+1 1 +C2 +2+(2+1 3 1 +C 2+1 +C1 +1 3 1 +C2+2+C2+1 3 1 +C2+2rC2+1 3 1 +C2 +2+02+1 3 1 +C2+2FC2 +1 1 +C2+2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C 2+•2+(2+1 311+02+2+C2+1 3 1 +C2 +2+C 2+1 3 1 +C2 +2+C2 +1 1 +C2 +2KI2 +1 3 1 +C 20 +C2+i 3 1 +C2 +2+C 2+1 3 1+C2 +2+C2 +1 3 1 +C2 +2+C 2 +1 3 1 +C3+2+C3 +1 1 +02+2+C2+1 3 1+C2+1+C2+1 3 1 +C2+2+C2+1 3 1 +C2 +2 +C2 +1 3 1 +C 2+2+C2 +1 3 1 +C 3+2+C 3 +1 1 +C2+2+C 2 +1 3 1 +C2+1 +C2+1 3 1 +C3+2+C3+1 3 1 +C 3+2 +03+1 3 1 +C2+2+C 2+1 3 1 +C3+2+C3+1 84.000x3&375 40.000 50.625 SCOW (O,CtpO 63.000 1+C2 +2 +C2+1 2 4 +C2+2+C2+1 2 1 +C3+2+C2+1 2 1 +C2+2 +C:2 +1 2 1 +C 2 +2+C2+1 2 1 +C2 +3+C 2+1 1 +C 2 +2+C 2+1 3 1 +C2 +2+C2+1 3 1 +C2+2+C2+1 3 1 +C2+2 +C2 +1 311+02+2+C2+1 3 1 +C3+3+CS+1 1 +C2 +2+C2+1 3 1 +C2+2+C2+1 3 1 +C2+2 +C2+1 3 1+C2 +2 +C2 +1 3 1 +C2 +2+C2+1 3 1 +C3+3+C3 +1 1 +C2 +2+C2+1 31 +C2 +2+C2+1 31 +C2+2+C2+1 31 +C2 +2+C2 +1 31 +C2 +2 +C2 +1 31 +C4+3+C4+1 1+02 +2+(2+1 3 1 +q +2+02+1 3 1 +(3+2+(3+1 3 1+q +2+03 +1 3 1+(2+2+C2+1 3 1+04 +3 +C4+1 1 +C2 +2+02 +1 3 1 +C2 +2+C2+1 3 1 +C3+2+C3 +1 3 1 +C3 +2+C3+1 3 1 +C2+2+C2+1 3 1 +C4+3+04 +1 106.375 x 38.375 40.006 tO.625 54.000 BO,O� 63,C� 1 +C2+2+C2 +1 2 1 +C2+2+C2+1 2 1 +C2 +3+C 2 +1 2 1 +C2 +3+C2+1 2 1 +C2+3+C2+1 2 1 +C2+4 +C2 +1 1 +C2 +3+02 +1 31+C2+2+C2+1 31 +03+3+C3+1 31 +CS+3+C3 +1 31 +C2 +3+C2+1 31 +C3 +4+C3+1 1+C2+3+C2 +1 3 1+C2 +2+02+1 3 1 +C3 +3+C3+1 3 1 +C3+3 +C3 +1 3 1 +C3+3+C3+1 3 1 +C3 +4+03 +1 1 +C3+3+C3+1 3 1 +C2 +2+C 2+1 3 1 +C3+3 +C3+1 3 1 +C3+3 +C3+1 3 1 +C3 +3+C3 +1 3 1 +C4+4+C4 +1 1+03 +3+3+1 3 1 +C;2 +Z +q+1 3 1 +C4+3 +04+1 311+C4+3+04+1 4 1 +03+3+03 +1 3 1+04+4+04 +1 1 +C3+3+C3 +1 3 1+(3 +2+C2+1 3 1 +04 +3 +C4 +1 3 1 +C4 +3+c4+1 4 1 +C4 +3+04+1 3 1 +C5+4 +05+1 111.000 x 38.375 48,000 50.825 64.W0 80.000 63.E 1 +C 2 +3+C2+1 2 1 +C2 +2+C2+1 2 1 +C2+3+C2+1 2 1 +C2+S+C2+1 3 1 +C 2+3+C3 +1 2 1 +C2+4 +C2+1 1 +C3 +3+C2+1 3 1 +C*+•2+C2+1 3 1 +C3+3+C3+1 3 1 +C3+3+C3 +1 3 1 +C2+3+C2+1 3 1 +C3+4 +C3 +1 1 +C2+3+C2+1 3 1 +C2+2+C2+1 3 1 +C3+3+C3+1 3 1 +C3+3+C3 +1 3 1 +C3+3+C3+1 3 1 +C3+4+CS+1 1+63 +3 +C;3 +1 31 +C2 +2 +C2 +1 31•+C3+•3 +C3+1 31+C3 +3 +C3+1 31 +C3+3+C3+1 31 +C4+4 +C4 +1 1+C3+3+C3 +1 3 1 +C2+2+C2+1 3 1 +C4+3+C4 +1 3 1+C4 +3+04 +1 4 1 +C3+3+C3+1 3 1+C4+4 +C4 +1 1 +(:3+3 +C3+1 3 1 +C3 +2+(3+1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3+C4 +1 4 1+C4 +3+C4 +1 3 1 +C S+4+CS+1 rwmge J1 cmc tQN7/11 E lJOt OETHIS StMET ,o7o7tc+u+oCO0vnRVe NOKOMts.a34275 P.o.sgx,e� Raxoeeta, Fl. 3627a Vtdb� "6— JJi 62Wt9 D JG CAP TOEEnM*WW #&*TNOrE Ate FfG . arrsror C tlPDATETA13LE4, sELEC7VALt> SGUE70ANCHDRCAP zr_w FJC nqv 229W J.f. aomn 9 ANCHOR QUANTITIE8 XOX 113-113 -18 WINDOWS TABLE6 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3-#12 STEEL SCREWS ( G6 ) 2. GLASS TYPES: p A. 5118° LAN - (118" A»080,1/8-A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5/18" LAMI - (1/8.0,.090,1/6" HS) FT, GLASS TYPES G • L SHALL HAVE A 2 C. 6/78" LAMI - (118" 14S,.090. IV HS) TEMPERED I.Q. GLASS CAP. BOTH THE DP AND 3 D. 7/18" LAMI - (3H8" A,. 090, 3118" A) ANCHOR QUANTITY REMAIN UNCHANGED. 3 E 7 /1SLAMI- (3118". $116" HS) F. 7118" ' LAMI - (3118° HS ,09 OBO, 3(18" HS} 3 G. 13/18" LAW IG -118" OR 3M8" A (MIN.), 6/18" OR 3/8" SPACE, 6118" LAMI - (1!8" 0,.90, '1/8" A) 3 H. 13/18" LAMI IG -118" OR 3110'A (MIN.), 5115" OR 3V SPACE, 6/18" LAM[ - (1/8".,.090,118" HS) 3 1. 13118" LAMI IG -118" OR 3118" A (MIN.), 6M8" OR 3/5" SPACE, 5/18" LAMI -(10 HS,.090, IN HS) 2 J. 13118" LAMI IG -118" OR 3118" A (MIN.), 3M8" OR 114 SPACE, 7118" LAMI - (3M8" A .0W, 31101A) K. 13118" LAMI IG -1/8" OR 3M6 -A (MIN.), 3115" OR 1/4 SPACE, 7118" LAN - (311(r A,.090, SAW HS) 31 L 13/18" LAMI IG -118" OR 3118" A (MIN.), 3H6" OR 114" SPACE, 7/18" LAW - (3118" HS »090, 3116" HS) 31 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 31 DIMENSIONS, FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3 3 HEAD & SILL: 101!2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 2 26314" MAX. FROM CORNERS JAMBS: 9° MAX. FROM CORNERS AND 221/2"MAX. O.C. 3 TABLE E, 3 A O �C 3 1+C3+1+C;i +1 1 3 ANCHOR QUANTITY PER JAMB 3 3 HEAD AND SILLANCHOROUANTITES 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 3 ANCHOR AT EACH OPERABLE VENT 3 PLUS (1) ANCHORS AT FIXED SECTION. 3 (9) ANCHORS TOTAL AT HEAD AND SILL 3 (3" MIN. O.C. ANCHOR SPACING) 3 2 25 314" MAX 3 � 1--.1 I --r MIN. 3 3 �F' X 0 X 3 3 MTG.RAIL,TYP. s R"wU`�ROd& 2 3 (SHOWN IN TABLE KEY ABOVE) 3 AMPLE CLUSTER W! QTY. OF (3) ANCHORS Eanrl 3 3 25 314" MAX. 4 1/r TYP' 4+-3- MIN. 15 Lt fill, 2 ``�� Ogy( LYNN lyj� / /i�� 3 F' X O X ` c�� o�CENS ''z 3 I4 Q• F 3 * No. 56705 ' 4 MTG. RAIL, TYP' _ 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ip� ' .F O OP •' ��`` ANCFlORAGE SPACING, XOX 9!3"1/3 -1/3 "re I.. ALUM. HOR/ZONT,4L ROLLER WINDOW IMPACT / "I/f ONAI. 111 f itt Bettar fiR710 NTS 9 a �� 412y9Q E ALY. "APE ANCHOR TYPE &SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E F,IAK, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v HEAD & SU HEADS SILL HEAD & SILL HEAD & SILL HEAD & SILL f>) m HEAD & SILL 48.000 x 38.375 48.00 50.625 54.00 60.000 63.W0 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1+C2 +1 +02 +1 2 1+C2 +1 +C2+1 2 1 +C2 +1+1:2+1 2 1 +C2 +1 +C2 +1 1+02 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +12+1 +C2 +1 1 +C2+1 +C2+1 3 1 +C 2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1+02+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1+C2 +1 +C2 +1 3 1+02+1 +C2 +1 3 1 +C2 +1 +C2+1 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1+C2 +1 3 1 +C2 +1+C2 +1 1 +C2+1 +C2+1 3 1 +C2 +1 +C2+1 3 1+C2 +1 +C2+1 3 1+C2 +1+C2 +1 3 1 +C2 +1+01 +1 3 1 +03+1 +03+1 63.125 x 38.375 48.090 50.625 54.00 60.000 63.090 1+C2 +1 +02 +1 2 1 +C2+1 +C2+1 2 1+C2 +1+C2 +1 2 1 +C2 +1+C2+1 2 1+C2 +1+C2 +1 2 1 +C2+1 +C2 +1 1 +C2 +1 +C2+1 3 1 +C 2+1 +C2 +1 3 l +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 1 +C2 +1+C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 1 +C2 +1 +C2+1 3 1+C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1+C2+1 +C2 +1 3 1 +C2 +1+C2 +1 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1+C2 +1 +C2 +1 3 1 +C2+1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C3 +1 +C3+1 1 +C2+1 +C2+1 3 1+C2 +1 +C2 +1 3 1+CZ +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1+C2 +1 3 1 +C3 +1 +C3+1 60.=x 38.375 48.000 50.625 SCOW 60.000 83.000 1 +C2 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+C 2 +1 2 1 +C2 +1 +C2 +1 1 +C2+1+C2 +1 3 1+C 2 +1+C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+1;2+1 1 +C2+1 +C2+1 3 1 +C2 +1 +C2 +1 3 i +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1+C2 +1 1+C2+1 +C2+1 3 1+C 2 +1+C 2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +02 +1 +C2+1 3 1 +C3 +1+C3+1 1+d2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1+C2 +1+C2 +1 3 1 +02 +1+02+1 3 1 +C2+1+C2+1 3 1 +03+1 +C3+1 1+01 +1+02+1 3 1 +02 +1+01 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +C +1 3 1 +02+1+0 +1 3 1 +C8+1 +C3 +1 66.000 x 38.375 48.000 50.625 64.000 80.100 63.000 1 +C2 +1 +C2+1 2 1 +C2+1 +C2+1 2 1 +C2+1 +C 2 +1 2 1 +C2 +1 +C2+1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2+1 1 +C2 +1 +C2+1 3 1 +Cg +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +( 1 3 1 +C2+1 +02 +1 3 1 +02 +1+C2 +1 1 +C2 +1 +C2 +1 3 1+(2+1 +C2 +1 S 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+C3+1 1 +C2+1+C2 +1 3 1 +CZ +/+C2 +1 3 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1+C2 +1 +02 +1 3 1+C3+1+C3 +1 1 +Cx +1 +C2 +1 3 1+0x +1 +C2 +1 3 1+C2 +1 +C2+1 3 1 +C3+1 +C8+1 3 1 +C2 +1 +C2+1 3 1 +C3+1+C3+1 1 +(2+1 +C2 +1 3 1 +C2 +1 +C2 +1 311+C3+1++1 3 1 +CS +1 +C3 +1 3 1 +C2 +1+(2+1 3 1 +C3+1 +C3+1 74.00 x 3&375 48.030 50.626 54.0W0 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+(x +1 +C2 +1 2 1 +C2 +1 +02+1 2 1 +Q2+1 +C1+1 2 1+C2+1 +C2 +1 1 +C2 +1 +C2 +1 3 1+C2 +1+CZ +1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +Cx +1 3 1 +03+1 +03+1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1+C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C3+1+CS +1 1+C2 +1 +C2 +1 3 1+(2+1 +C2+1 3 1 +C2 +1 +Cx +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C3+1+C3+1 1+(x +1 +C2+1 1 +C2 +1+Cx +1 3 1+C2 +1+C2 +1 31 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1+C3 +1 +03 +1 3 1 +C3 +1 +C3 +1 31 +C3 +1 +C3+1 3 1+C2+1 +C2 +1 31+C2 +1 +C2 +1 3 1 +C3+1+C3+1 31 +C3 +1 +C3+1 84.WDx38.375 48100 10.825 64.090 60.000 63.000 1 +C2 +1+C2++1 2 1 +C2+1 +C2 +1 2 1+C2+1 +C2 +1 2 1 +C2 +1 +C2+1 3 1+C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 1 +tx +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C3+1 +C3+1 1 +C2 +1 +C2+1 3 1 +C2+1+C2 +1 3 1 +02 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 1 +C2+1 +C2+1 1tC2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+(2+1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C3+1 +C3+1 3 1 +C3 +1 +C3+1 3 1+C3 +1 +C3+1 3 1 +C2+1 +Cx+1 4 1 +C3+1 +03+1 3 1 +CS+1 +C3+1 3 1 +C3 +1+03+1 1+C3 +1 +CS+l 3 1 +C2 +1 +C2 +1 3 1 +CS+1 +C3+1 3 1 +C 3+1 +C3+1 4 1 +C 3+1 +C3+1 3 1 +C4+1+C4+1 65.437x 38.375 48,090 50:825 54.00 60.= 63.000 1 +C2+1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1+C2 +1+C2 +1 1 +02+1 +C2 +1 1 +C2 +1 +C2+1 3 1 +C2 +1 +C1 +1 3 1+C2+1+Cx +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +02+1 +02 +1 3 1+C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1+C2 +1 +C2+1 3 1 +03+1+03+1 3 1 +03+1 +03+1 1 +02+1 +C2+1 3 1 +C2+1 +Cx +1 3 1 +C3+1 +C3 +1 3 1 +C3 +1 +03 +1 3 1 +C2+1 +C2+1 3 1 1 +C3+1 +C3+1 1 +C2+1 +12+1 3 1 +C1 +1 +C2 +1 3 1 +C3+1+C3 +1 3 1 +C3+1 +C3+1 4 1 +C3+1 +C3+1 3 1 +C4 +1 +C4+1 1+03 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +CS+1 3 1 +C3+1 +C3+1 4 1 +C3+1+C3+1 3 1+C4 +1+04 +1 J.J W7111 E NO CHANQETIil8t3tlFET lom T6 Kmxow NoxOAfIS,FLSaz7s PA.eQX1820 NOxOMi8. F13�74 Df wE Tli &211 D ACDEDIOC7IATOBE177NPER✓� +30FTMOTB F.K 4H8f07 C I k�OAT£ T/IB LEB FJG 2!28/08 .J.d 3 ,SELEC7'VALUE30170ANCHORCAA.AW. V/albFy ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELGO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G6) 2 GLASS TYPES. A. 6/16° LAMI - (1%8" A«090, U8" A) - FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5118° LAMI - (118° A .080,118° HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/16° LAMI - (1/8° HS «080 1!8" HS} TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7 /18" LAMI - (3116" A,. 080, 3118° A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7118" LAMI - (3/18° A,.090, 3/18" HS) F. 7118' LAMI - (3118' HS,.090, 3118 HS) G. 13118" LAMI 10 -118° OR 3/18° A (MIN.), 6118' OR 318' SPACE, 6118' LAMI - {118" &.090, V8' A} H. 13/18' LAM[ IG -118' OR 3118" A (MIN.). 6118' OR 3t8" SPACE, 6H8° LAM[ - (10 A,.090,1/8" HS) 1. 13118" LAMI IG -118" OR 3116"A (MIN.), 6118' OR 3/8' SPACE, 6118" LAMI - (1/8° H8 «090.1/8" HS) J.13/16' LAMI IG -118° OR 311W A (MIN.), 3118' OR 114° SPACE, 7118" LAMI - (3118" A,.090, 3118' A) K.13118' LAMI IG -1/8' OR 3118" A (MINI.), 3118" OR 1/4' SPACE, 7118" LAM[ - (3118' A«090, 311(° HS) L„ 13/18' LAMI IG -1/8" OR 311(' A ( MIN.), 3/16° OR 1/4° SPACE, 7/18" LAMI - (318" HS «090, 3118" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD &SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314" MAX. FROM CORNERS. JAMBS: 9" MAX FROM CORNERS AND 22112' MAX. O.C. TABLE KEY: O X 2 +C 3+2 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3)A CENTERED ON THE, MEETING RAIL MEE71N PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) 18 314° MAX -. [-+-3° MIN. 9'REF. I O PRODUCTRRVEED MTG. RAIL as ommfilylng whh the F 6 aumm EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS naren� (SHOWN IN TABLE KEY ABOVE) Dab 1834"MAX 1 112" TYP. 8" REF. .�`pNI LYNN X `�� :'��csNSS'•�Fp INITG. �X *' No. 58705 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS �-D >Y� Q 14AIF ANCHORAGE SPACING, OXANDXOWINDOWS ;'�` FCOR40P.•' \��` +� �� ••'••.•....•.• G HOR/ZONT RORER NQOW IMPACT �'!S;s�aNAG�� `• Betasr t�vt,, NT3 10 s 11 4127 -10 E a � A P E ANCHOR TYPE & SUBSTRATE GLASS TYPES A B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONIC 2,3, WOOD 2, CONC 1, CONC ZONESyy ZONES ZONESNN ZONES ZONESay ZONESNy WINDOW SIZE W V F! �_ µ ca °� aD -� �_ � a8 -a _ °6 m _� to °n C g N °6 pq m -a 37.000x 311376 411000 60.625 54.000 61000 63.000 i +C2+1 2 1 +C2+1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1+C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1+132 +1 3 1+C2 +1 3 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2+1 3 1 +G2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +132 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1+C2+1 3 1+C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1+C2+1 3 1 +C2 +1 3 1+G3+1 3 48.000 x 36.375 48.000 50.626 54.000 60.000 63.000 1 +C2 +1 2 1 +C2+1 2 1+C2+1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1+C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 1 +p+1 3 1 +C3 +1 3 1 +C2+1 3 1 +C3+1 3 1 +C3 +1 3 1 +C2+1 3 1 +133+1 3 1 +C3+1 3 1 +C2 +1 3 1 +133+1 3 1 +C3+1 3 1+C2+1 3 1 +C3 +1 3 53.125 x 38.375 48.000 50.825 64.000 60.000 63.000 1+C2 +1 2 1 +C2 +1 2 1 1 +C2+1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2+1 2 1 +C2 +1 3 1 +C2 +1 3 1 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +132+1 3 1+132 +1 3 1 +133 +1 3 9 +132 +1 3 1 +132 +1 3 1 +133+1 3 1 +C3+1 3 1 +C2+1 3 1 +03 +1 3 1 +C3+1 3 1 +C2 +1 3 1+C3+1 3 1 +C3+1 4 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 4 1 +C2 +1 3 1 +C3+1 3 1 +C3 +1 4 1+C3 +1 3 1 +C4 +1 3 1 +C3+1 4 1 +C3+1 3 1 +C4 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +132 +1 3 1 +132+1 2 2 +132+2 2 1+132 +1 3 1 +132 +1 2 2 +132 +2 2 i +C2+1 3 1 +C2+1 3 2 +C3+2 3 1+C2 +1 3 1 +C2 +1 3 2+03+2 3 1 +C3+1 3 1 +C2 +1 3 2+C3 +2 3 1+q +1 3 1 +C2+1 3 2 +C3+2 3 1 +C3+1 4 1+•C2 +1 3 2+C3 +2 3 1 +C3 +1 4 1 +C2 +1 3 2+03+2 3 1 +C3+1 4 1 +C3 +1 3 2+C4 +2 4 1 +C3+1 4 1+C3 +1 3 2 +04 +2 4 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 68.000x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 1 +C2+1 2 2+C2 +2 3 2 +C2+2 3 1 +C2+1 2 2+C2 +2 3 2+C2 +2 4 1 +C2 +1 3 2 +C3+2 3 2+02+2 4 1 +C2+1 3 2+C3+2 3 2 +C3 +2 4 1 +C2 +1 3 2 +133+2 3 2+C3+2 4 1 +C2 +1 3 2+C3+2 3 2 +C3+2 4 1 +C2 +1 3 2 +C3+2 4 2 +C3+2 4 1 +C2 +1 3 2+C3+2 4 2 +C3 +2 4 1 +C3 +1 3 2+C4 +2 4 2+C3 +2 4 1 +C3 +1 3 2 +G4 +2 4 1+C3+1 4 1 +C3+1 3 2 +C4 +2 4 2+03+2 4 1 +C3 +1 3 2+C4 +2 4 74.000 x 38.375 48.000 50.625 64.000 60.000 83A00 2+C2+2 3 2 +C2+2 2 2+C2 +2 3 2 +C2 +2 3 2 +C2 +2 2 2+02+2 3 2+C3+2 4 2 +C2+2 3 2 +C3+2 4 2 +C3+2 4 2 +C2 +2 3 2+C3+2 4 2+03+2 4 2 +C2+2 3 2+C3+2 4 2 +C3+2 4 2 +C2 +2 3 2+C3 +2 4 2 +C3+2 4 2 +C3+2 3 2 +134 +2 4 2+C3 +2 4 2 +C3+2 3 2+C4 +2 4 2+03+2 4 1 +133 +1 3 2 +134 +2 4 2+C3 +2 5 2 +C3 +2 3 2+C4 +2 2+133 +2 4 1 +133+1 3 2 +134 +2 4.2+134 +2 5 2 +p+2 4 2 +134 +2 S JA 6/2ml D AVM00WT0llffTEVS= +30FrIV0M ,nmTecNNaoarOtave NOKawa.Fl.arns PO•BQx+� NacoMis. Fi3evs FJC 4ft6l07 a aHarABLE B706,as®ECYVAWE8m1ET0AwmmcAP.AD FJL -22M J.J. SJ29/DB Vtslb(y 1 3/4" MIN. E.D. TYP. 2x WOOD SUCK, CONCRRETTE E MIN. NOTE 3 .• ••:: NOTE 1 1x WOOD ' BUCK, NOTE 3 !� 1!� MAX 3HtM CONCRETE __1 WOOD u ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL. B TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4" MAX ff 1W' MAX. SHIM --► I I�— WOOD CONCRETE ANCHOR ANCHOR 13V MIN. 1/ X MAX. SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4' ELCO TAPOONS EMBEDED 13/B" MIN. OR 114' SS4 CRETE -FLEX EMSEDED 13/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4°. FLATHEAD ANCHORS MUST SE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (GS) OR 114" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS 2x ARE 1 12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8QS3 -TS AND A MINIMUM OF 118' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALT. BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. S• MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4' MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) NOTE 2 NOTE 1 w 1314* EXTERIOR INTERIOR •, '� MIN. ED (H EAD & SILL DETAILS A, B, C, D. 6 & H) TYP. 2x WOOD BUCK NOTE 3 1x WOOD BUCK, NOTE 3 SEE NAILIN DETAIL E DETAIL F INTERIOR (JAMB DETAILS E, F & i) TYPICAL FLANGE FRAME JAMB SECTIONS RIOR CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM 'O • y ,•NOTE1 ° 1314" MIN. 3.4 KSI E. TYP. cRErE DETAIL C BUCK, NOTE 3 WOOD ANCHOR, II O NOTE p��,�J� DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2112" NAIL AT CORNERS AND 5" O.C.%ma g� tI�Plcdda 1�• TYPICAL DETAILS G, H & 1. MAX 1$a SHIM I SEE P Contro 13/8° MIN. NAILING ,� 111111 t!/ ♦ , .� SEE NAILING SS ONY LYNN 4f DETAIL D Q DETAIL G (SILL) DETAIL I (JAMB) *' No. 58705 ' .L SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS ^�� •'• STA 'a •: BUJ � .K� FCORIDP. \ ` pompecHNOLasr o ANCHORAGE DETAILS % �. ' A NOKOMIS. FL3@76 T� �i tS ''•••••••• �.j�%��` EMn a P.O.W Tacna V44& gem HORLZONTAAL ROLLERNDOW, IMPACT //I d1 1 r�10 Neff 11 m 11 4127 -10 E RUSBM MIAMF I)ADE MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadeggy/ne Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction This NOA shall not be valid after the expiration date stated below. The Miami -Dade Counnty Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida- Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "TD -101" Outswing Aluminum French Door w/wo Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites ", sheets Ithrough 10 of 10, prepared by manufacturer, dated 02/22107 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1, require full length reinforcements (item 022) for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or O (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options (glass types A, B, C & D) must be with interior 3/16" HS glass. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07- 0629.10 and consists of this page I and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. laa�7anaca 'NCO NOA No 11- 1013.22 • • • , Expiration Date: October 18, 2012 Approval Date. November 23, 2011 t`�� Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 07- 0629.10). 2. Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites", sheets lthrough 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 07- 0629.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL- 5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61015 -27 -001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09 /25 /07,.prepared by PGT, signed and sealed by Robert L. Clark, P.E. (transferred from B16'# 07- 0629.10) 3. Glazing complies with ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc, for "Saflex (clear & color) Interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB ", expiring on 12111/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No fizlancial interest ", prepared by POT, signed & sealed by Lynn Miller, P.E. 2. Statement letter of conformance and no financial interest, dated 03- 02 -07, signed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 07- 0629.10, expiring October 18, 2012. 2. Test proposal dated Jan. 18, 2007 approved by BCCO. i. ck4,4ttA . Ishaq L Chanda, P.E. Product Control Examiner NOA No 11- 1013.22 Expiration Date: October 18, 2012 Approval Date: November 23, 2011 E -1 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A 3/8" LAM NOM. L402 CONSISTING OF (1) LITE OF 118' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LRE F 3718° HEAT STRENGTHENED GLASS. B. W U tlI NOM..j402°O CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LRE OF 3116" HEAT STRENGTHENED GLASS. C. 7/18° LAMI NOM. (.486°) CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SARMO(EEPSAFE MAXIMUM PLUS (1) LITE OF 3118° HEAT STRENGTHENED GLASS. D. 7118° LAMI NOM. 4465n CONSISTING OF (1) LITE OF 3118" HEAT STRENGTHENED GLASS PLUS AN .000 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE IMMIX �UM PLUS (1) LITE OF 3M 8° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130042. 3. CONFIGURATIONS: N O XX, XO, PA 00O3 O_( O O AND OXXO. 4. AN.G�HO,.RAG5 THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LNAITED TO STEEL CS REWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDmON. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. S. SHU EFTA OT E IR 8. SEALANT: 14 ON SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL•f>21Y, ELCO TEXTRON NOA: 04- 0721.01, 03- D228.06, ANSUAF&PA NDS -2006 FOR WOOD CONSTRUCTION AND ADM -2006 ALUMINUM DESIGN MANUAL. S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE DO CONNECTION A. THE LOWER DESIGN PRESSURE FROM T 1.OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (REM 22 SHOWN IN SECTION E -E, SHEET 6), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE I, SHT. 2. REFER TO TABLE 2, SHT.'2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR n EXT. -118" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACRE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/18° HEAT STRENGTHEND GLASS BRE 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 n EXT. - 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 'PVB INTERLAYER DUPONT BUTACITE OR ® SAFLEXMEEPSAFE MAXIMUM INT. - 3118° HEAT STRENGTHEND GLASS A P.q d�6 BQX t FL%. =ffi BITE A 7/16" LAME NOM. GLAZING OPTION C OR D, NOTE 1 r NOTES AND GLAZING DETAILS W. I ALUIL FRENCH DOOR & SIDE UTES, Ii ur 1X 1 -10 110069 IL • 1 \DWAINIzErIu�� TOPIC S, HEET GENERAL NOTES.......__. 1 CONFIGURATIONS......._ 1 GLAZING DETAILS....... 1 DESIGN PRESSURES...... 2 ELEVATIONS .................... 3 VERT. SECTIONS ............. 4 HO IZ. SECTIONS........... 5 PARTS LIST._ .................. 6 EXTRUSIONS ................ .. 6,7 ANCHORAGE .................... 8.10 mw Cod• _JO •22 ONY LYNN 4j /1' /��i� * ' NO. 68705 '.......l9P:�G�� 'A LN MILUHI w�. FL P.E.# 68705 SLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, O, OX, XO, OXO, XXO, OXX & OXXO NOTES: )R DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) ®I. GLASS TYPES: REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS A. 318" LAM[ (V8' A_090 PVB, 3115' HS) DOORS WITH GLASS TYPES A, 9, C OR D B. 318" LAW (118" HS, .690 PVB, 311W HS) C. 711W LAMI (3118° A..090 PVB, 3/1(° HS) HEIGHT D. 711W LAM[ (3/18° HS, .090 PVB, 3M8' HS) WIDTH NJ WIDTH 68 - 79 314" 1 ? - 83 3/4° 1 87 314° 91314" 8° - 953/4" 2. COMBINED DOOR & SIDE LITE WIDTHS PORTABLE 1 OR 2. ® 37 1/2" 86 71314" +76.0 75.0 +76.0 -75 0 +Y5.0 -75.0 +76.0 -75.0 +76 0 -75.0 MAX OXIXO WIDTH = 73112' O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX. XXOIO WIDTH 0 314" 27314" +75.0 -76.0 +76.0 75.0 +76.0 -75.0 +76.0 -76.0 +75.0 -75.0 MAX. OXXO WIDTH =143 314" 3610 +75.01-76.01+76.01-75.01+71.41-71A 1+76.01-75.01+74.91-74.91+70.41-70A 1 +67.61-67.61+64.21-642 3. SINGLE DOORS 33 518• WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 84118° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE 36 3/4" +66.8 -M.61+63.11-63.11 FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 383M' 1+76.01-75.01+76.01-75.01+76.01-76.01+75.01-76.01+75.0 APPROVED CONFIGURATIONS: OK XO, OXO, )0(O, 0)0(& O)o(O (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE C j WIDTH ill WIDTH 8a - 79 314° 71' - 83 314° 1 87 314° 1 913/4° 8° - 95 314" 26 261!2° 46 473/4P +58.6 -56.8 +66.4 -85.4 +62.4 -62.4 +49.8 -49.8 +47.4 47.4 27112° 61314° +64.9 -64.9 +61.8 -51.8 +49.0 -49.0 +46.5 -48.6 +44.3 -44.3 291/2" 55 314° +51.7 - 51.7 +48.8 -48.8 +46.1 -46.1 +43.8 - 43.8 +41.8 -41.8 25 31 112" 66 69 3/4" +49.0 -49.0 +46.2 -462 +43.6 -43.6 +41.4 -41A +39.3 -39.3 25 33.1!2" 54 63314" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.31-39.3 +37.3 -37.3 35112" 67 3/4" +38.1 -38.1 +38.11-38.11+38.1 -38.1 1 +37.51-37.61+366 -35.6 .40 37112" AO 71314" +34.0 -34.0 +34.01-34.01+34.0 -34.0 +34.01-34.01+34.0 -34.0 SIDE 1031411 +75.0 -76.0 +75.0 -76.0 +76.01-76.01+76.0 -76.01+76.01-75.0 12 314" +75.0 -76.0 +76.0 -75.0 +76.01-76.0 +75.0 -76.01+76.0 -75.0 19" +72.4 -72A t68.5 -68.6 +65.0 -65.0 +61.9 -61.9 1 +69.0 -69.0 21314" +84.5 -64.6 +61.0 -61.0 +67.8 -57.8 +65.0 -55.0 +52.4 -62.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +472 -47.2 +44.7 -44.7 +42.6 -42.6 361/8° +352 -352 +35.2 -351.2 +352 -36.2 +35.2 352 +34.4 -34.4 36 3/4° +34.01-34.01+34 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 artaQSSs 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 6 EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: ® EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES 1� DESIGN PRESSURE = +87.6 1.87.8 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 88" WIDE x 86" HIGH DOUBLE DOOR WITH 361/2" SIDE LITES DESIGN PRESSURE _ +70.41 -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 314" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE =+43.81 -43.8 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 83 314" WIDE x 80" HIGH DOUBLE DOOR WITH 25" SIDE LITES DESIGN PRESSURE = +43.11 -43.1 PSF 8. FOR COMBINED DOOR AND SIDE LITE$ FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE ® CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL. s ALUAA FRENCH DOOR Al 811E LITES, I FMOI Beear X 112 d 10 "11WS -1 vw=4=fie�iR �s rL is t4o.58705 -off: Gl• W SIONA, �'cl A. LYi• A Nl ktkL P.E. FL P.E.# W705 �73 9i1° MAX. MAIL 109 V7 MAX. *--� +SEE NOTE 3 +— MAX -- - - - - -- �37 1X A —71 aW' MAX. 24 9116° MAX. 3w DLO (TYP) 95 "P.) 49 MAX DLO WEIGHT = HEIGHT - 113/+3" `, 41 HT. DLO WIDTH )M -DOOR WIDTR12 -11 SM6 \. ® TYP. 149, ` 84 318° MAX. DLO TYP. YPb i fljD JXACT. 109 V7 MAX. *--� +SEE NOTE 3 +— MAX -- - - - - -- UXQ —71 aW' MAX. 24 9116° MAX. 84 318" DLO (TYP) DLO "P.) DOOR DLO WEIGHT = HEIGHT - 113/+3" `, 41 IF DLO WIDTH )M -DOOR WIDTR12 -11 SM6 \. 149, DLO WIDTH = WIDTH 31B NACT. JXACT. 36 314° _MAX� 33 6/8' MAX. 143 314' MAX. W'--� -- -SEE NOTE 3 --�-� +— MAX MAX Jt 49,1 41 06 3(4' MAX mp.) Q XACT j�llVACT. Q �a 96314° Max. 84 318" MAX. DLO "P.) DOOR DLO WEIGHT = HEIGHT - 113/+3" DLO WIDTH W -DOOR WIDTH - 1216118° IF DLO WIDTH )M -DOOR WIDTR12 -11 SM6 SIDE LrrE DLO HEIGHT = HEIGHT 41 3V DLO WIDTH = WIDTH 31B I�/� yV v - O NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE UTES OVERLAP X AND "OC DOORS BY 314' WHEN ASSEMBLED TO MAKE XO','OX', 'OXO' =0'.'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR W AND WC DOORS AS FOLLOWS: (W DOORS = WIDTH - 6.846) ('XX' DOOR = DOOR WIDTH12 - 4.079) P�ld48 M91 I NMI $ d 10 1 1100&1 kill"fil �` �`T��pEN3E'• �lF�, �'�' Na,58705 SsAt .O.t� •. ,NZORt�A��t9`` &L MId!I E. FL P.E.# 68705 3 40 EXTERIOR INTERIOR 10 1 2 60 37 60 iii i ; i" r r CLEAR COLORED SEALANT EXTERIOR INTERIOR 62 ® 63 I X MAX MAX. N1A MAX. OLO DOOR OL0 SIDE 62 LITE HEIGHT HEIGHT �iyrw��_ll�� pj2 SL VIEW G••O 30 61 CORNER ASSEMBLY 12 . 40 1.488 u r r r LYNN `*: * - 13 DOOR SECT. A A SL SECT. B-B _ No. 587os VERTICAL VERTICAL 'M OF lmwr a nO namW ' �tu: jowfir MELE/ATIONS om MCI' o _ ' ��•' Fx e�wm .� SWW fW=WfMo ar0 aas=mrr rarx�rrmo ALUl1�FRENCHDOOR &SIRE- IMPACT '�,S /pIVA1 -�,• aavose edw o as A LY�f494MIQQLF3, �.E. F 1/�7 d,L �dQOlO7 l R3(>n, 1/kfb$Berhr F010! 1M 1 4 -110 i10Di7-1 C FL P.E. #58705 MAX SL WIDTH --�I DLO SPACING, SAME AS JAMB ANCHOR SPACING MAX SL WIDTH (SEE SHEETS 7, 8 AND 9) !9 SL SECT. E -E ZJ HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY P.Q. 'M SL SECT. F -F HORIZ. (SINGLE SIDE LITE) 7R77CAL SEC.rIONS wx ALUM. FRENCH DOOR & SIDE UTES, z f1*.VmB Bata m f"I 1/2X S .10 110ml L I1- vl- tttl{Ilt //� �.......... DENSE a' Ba Of Iota :.. `PGSIMI 00" A. A. LY R, P.E. FL P.E.# SM 14IN ctr �.s .604-- ---+1� OUTSWING THRESHOLD CHANNEL COVER =346 40 luums lovaq UUVK VAN= AUIKAWALZ1VUIOWIINU) I-+- 2.760• —+I 1.000 I 860—. 26 22 TUBE MULL 808346 uul,l 1 0DK WSTP.,%2 .190X.200 HIGH MUM LOCK SUPPORTABBY. {41 07 & 417 48 1138 F X.780 H. L $MS AY . LOCK A$SY. 50 8R180PS U B ..,� LYNN .`` O SsF•.. F ��.: ��.'J� - = k ; NO' - _ * It = - l p'ti: If : • 2: ;0,CALUM. .ax A CAMP{ O.E. FL P.E. #58706 9 830 41721 8 PL UNACTIVE PANEL } 31 PX DEAD13OLTSTRKE PLATE 6311118 710X34PPA #10 X. PH FL 8 84 987 70857X HANDLE STROCE PLATE 88 1118 710X34 FA #10 X.780 PH FL. 8M A Aa F owyuaz PARTSU3T FREW4DOM &SIDEUTE•^, IMPACT FJG E a�vmva�a°eat�'autmn�ra za�rtoa> tr p,X p gr�ypy aa.+mee FDWI ad. Ift u. 8 a 10 1100&1 +e■ C 1.760 -+i 4. 828 4.000 .082 1.760 4.726 4.100 .062 DOOR PANEL DOOR PANEL { 3p ► TOP & BOTTOM RAIL 31 3'� 3.111 1.400 .060 1 a FILLER HEAD ADAPTER 6063 -T8 --► 860 f�1 TRU83 C ��`*� 8083 -T6 3.000 -�•{ tm 1.479 060 1 FRAME HEAD 6083 -T8 .050 .078 .4''j89�''' ! T 3.000 --ry 11 OUTSWNG THRESHOLD 8083-T8 DOOR PANEL t', 441 INTERIOR ASTRAGAL �J 8083 -T5 4.8Tb ODOOR PANEL EXTERIORASTRAGAL 8083 -TB h- • -.b68 L (� -•.626 050 .683 T--"f, .883 ' LAMP 318" GLAZING BEAD 7118" GLAZNG BEAD 73 6083 -T5 72 6063•T6 I -.-^- 3.100 ---0 1, f L HHEADER P.O.�f f6r8 NOK�9 FL JN74 SL SILL 61 6083 -T6 3.000 .080 DOOR FRAME, 2a JAMB 8083-T8 1.578 +� .890 .050 3.000 �2 SLJAMB 8083 -T8 2.980 .050 SLJAMB 6g ADAPTER 8063 -T6 MUSION PROFILE'S I UM. FRENCH DOOR & SIDE UTES. G rOto1 T s 10 11001x1 .060 37 WEATHER STRIP CHANNEL 6063-TS 2Ll0.376 . 126 32 HINGE 6063 -T6 Code -tp1 22 `w-N.I trnn MQ - iii ``�'��''VCENSF'' �F•P �% * • NO.58705 ��'•a srAp� :'��v ��: ••. Ftoa�oP.•�G: 0. LY'RdJ MO1ER P.E. FL P.E.# W705 SIDE RAIL 8083 -T5 1.bOD 125 .760 3.000 -�•{ tm 1.479 060 1 FRAME HEAD 6083 -T8 .050 .078 .4''j89�''' ! T 3.000 --ry 11 OUTSWNG THRESHOLD 8083-T8 DOOR PANEL t', 441 INTERIOR ASTRAGAL �J 8083 -T5 4.8Tb ODOOR PANEL EXTERIORASTRAGAL 8083 -TB h- • -.b68 L (� -•.626 050 .683 T--"f, .883 ' LAMP 318" GLAZING BEAD 7118" GLAZNG BEAD 73 6083 -T5 72 6063•T6 I -.-^- 3.100 ---0 1, f L HHEADER P.O.�f f6r8 NOK�9 FL JN74 SL SILL 61 6083 -T6 3.000 .080 DOOR FRAME, 2a JAMB 8083-T8 1.578 +� .890 .050 3.000 �2 SLJAMB 8083 -T8 2.980 .050 SLJAMB 6g ADAPTER 8063 -T6 MUSION PROFILE'S I UM. FRENCH DOOR & SIDE UTES. G rOto1 T s 10 11001x1 .060 37 WEATHER STRIP CHANNEL 6063-TS 2Ll0.376 . 126 32 HINGE 6063 -T6 Code -tp1 22 `w-N.I trnn MQ - iii ``�'��''VCENSF'' �F•P �% * • NO.58705 ��'•a srAp� :'��v ��: ••. Ftoa�oP.•�G: 0. LY'RdJ MO1ER P.E. FL P.E.# W705 I -.-^- 3.100 ---0 1, f L HHEADER P.O.�f f6r8 NOK�9 FL JN74 SL SILL 61 6083 -T6 3.000 .080 DOOR FRAME, 2a JAMB 8083-T8 1.578 +� .890 .050 3.000 �2 SLJAMB 8083 -T8 2.980 .050 SLJAMB 6g ADAPTER 8063 -T6 MUSION PROFILE'S I UM. FRENCH DOOR & SIDE UTES. G rOto1 T s 10 11001x1 .060 37 WEATHER STRIP CHANNEL 6063-TS 2Ll0.376 . 126 32 HINGE 6063 -T6 Code -tp1 22 `w-N.I trnn MQ - iii ``�'��''VCENSF'' �F•P �% * • NO.58705 ��'•a srAp� :'��v ��: ••. Ftoa�oP.•�G: 0. LY'RdJ MO1ER P.E. FL P.E.# W705 HEAD EDOt-ZO�ZON"F - -t-Z � , , z �OXO SILL SILL �ZOE- Z— E " F" --4-ZO E4 T. SEE TABLE 7., SHT. 9 "E° ZONE"D" ZONE "D°� SEE TABLE 4., SHT. 9 HEAD �{ ZONE "E° 1 E° t° N O N SILL ZONE °E" SEE TABLE 6., SHT. 9 1 HEAD Z„., { . ZONED° ZON.I I HEAD ZONE -C' —I ZONED" I XO OR OX o o g , ' a N x > w XXO OR O N OXXO Lu Lu co SILL, SILL -'-4 ZONE m TABLE 3.. SHT. B HEAD EDOt-ZO�ZON"F - -t-Z � , , z �OXO SILL SILL �ZOE- Z— E " F" --4-ZO E4 T. SEE TABLE 7., SHT. 9 "E° ZONE"D" ZONE "D°� SEE TABLE 4., SHT. 9 HEAD �{ ZONE "E° 1 E° t° N O N SILL ZONE °E" SEE TABLE 6., SHT. 9 1 HEAD Z„., { . ZONED° ZON.I I �ZONE°D° ZONED" I XO OR OX o o XX N N > w XXO OR O C HEAD EDOt-ZO�ZON"F - -t-Z � , , z �OXO SILL SILL �ZOE- Z— E " F" --4-ZO E4 T. SEE TABLE 7., SHT. 9 "E° ZONE"D" ZONE "D°� SEE TABLE 4., SHT. 9 HEAD �{ ZONE "E° 1 E° t° N O N SILL ZONE °E" SEE TABLE 6., SHT. 9 1 HEAD Z„., { . ZONED° ZON.I I SILL ZONE °D °ZONE "F°�-1 ZE SEE TABLE 7.. SHT. 9 HEAD 1 2 NE"D°�2ONEAD , XO OR OX o N N XXO OR O C OXXO Lu Lu co SILL ZONE °D °ZONE "F°�-1 ZE SEE TABLE 7.. SHT. 9 HEAD 1 2 NE"D°�2ONEAD OND° HEAD HEAD I ZON--ZO I , XO OR OX o N SILL SILL ZONE "17 ZONE °E °� SEE TABLE 8., SHT. 9 OND° HEAD HEAD I ZON--ZO I Z0NE4— ZOE °F°-4—ZONE "P NOTES: 71 3/4'W WC DOOR WITH 19°W SIDE 1. APPROVED ANCHOR TYPES ARE: 7.114" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13114° MAX. FROM CORNERS AND 23118" MAX. O.C. HEAD & SILL OF DOORS: 8° MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 718" MAX. O.C. HEAD & SILL OF SIDE LITES: 66 MAX FROM CORNERS AND 24 314° MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. iL9WT� AWAL FRENCH DOOR t% SIDE UTES, IMPS MIN Mrs i-8 ,10 110059 EXAMPLE FOR A CONCRETE OXXO INSTALLATION A. 19° x 83 314" SIDE LITES *WAND °E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 713!4" x 83 34"M DOOR ZONE °F° ANCHORS FROM TABLE 4, SHEET 9, EACH °F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 30LUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +8+8+2 - (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL �� link AMtiluew ! 0 i �ir►•r..ri 4 _` k No.68705 [�Y �,�� • 8TA �OF ' •�E'.: S /ONAV�O` A. LYPIM MILWP.E. FL P.E.# 68706 OXXO Lu Lu co m Z0NE4— ZOE °F°-4—ZONE "P NOTES: 71 3/4'W WC DOOR WITH 19°W SIDE 1. APPROVED ANCHOR TYPES ARE: 7.114" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13114° MAX. FROM CORNERS AND 23118" MAX. O.C. HEAD & SILL OF DOORS: 8° MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 718" MAX. O.C. HEAD & SILL OF SIDE LITES: 66 MAX FROM CORNERS AND 24 314° MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. iL9WT� AWAL FRENCH DOOR t% SIDE UTES, IMPS MIN Mrs i-8 ,10 110059 EXAMPLE FOR A CONCRETE OXXO INSTALLATION A. 19° x 83 314" SIDE LITES *WAND °E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 713!4" x 83 34"M DOOR ZONE °F° ANCHORS FROM TABLE 4, SHEET 9, EACH °F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 30LUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +8+8+2 - (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL �� link AMtiluew ! 0 i �ir►•r..ri 4 _` k No.68705 [�Y �,�� • 8TA �OF ' •�E'.: S /ONAV�O` A. LYPIM MILWP.E. FL P.E.# 68706 TABLE 3. X DOORS GLASS TYPES A, B, C• D ANCHOR TYPE & SM7RA .2 2,3, WOOD 1 CONO TABLE 4. XX DOORS (ALSO OaoR OF XO & a GLASS TYPES A. B, C. D ANCHOR TYP & SUBS7RA 2.3• WOOD 12 CONC TABLE GLASS TY &ANCHOR SLIOM DOOR VVWTHS LOA02ONES & OXXO 1 DMAWIb1fiS LOA02pNE8 PES A, B, C, 0 G GLASS TYPE A, S. C, D G GLASS TYPES A, B, C, D O" - 1 TO 'X - 26.60 TO 37.60 x x x x x w x %ON - 47. TO 71.76 # U$^J try # WIDTH x MT. Wm1H x HT. IMM x 25M z 79.78 83 7 87.76 91.755 6 2 7 4 2 3 47.78 x 79.75 63.75 87.7 91.786 95.75 4 3 8 4 2 3 10.76 x 8 9 6 2 7 4 2 3 6 4 7 3 6 2 7 4 2 3 5 4 7 3 2 7 412 3 4 7 $42 3 6 2 7 4 2 3 b 4 7 3 27.60 X70.75 83.78 87,75 91.7 98.7 6 2 7 4 2 3 51.75 z 70.76 83. 87.78 81.7 95.78 7 4 2 11 8i 9 9 6 2 7 4 2 3 7 4 2 3 8 2 7 4 2 3 (64 7 4 2 3 8 2 7 4 2 8 7 4 2 3 8 2 7 4 2 b 7 4 3 5 28.50 x 79.76 83.76 87.76 91. 89.76 6 2 8 4 2 3 86.76 x 78.78 83. 87. 91.7 85.7 8 4 7 4 2 3 ISM x 7! w 8i 91 91 5 2 8 4 2 3 6 4 7 4 2 3 6 2 8 4 2 8 5 4 7 4 2 3 8 2 8 4 2 b 4 4 7 4 3 5 8 2 8 4 2 8 6 4 8 4 3 8 31.50 x 78.761 81.21 8 14 121 3 1159.78 x79.70161 8 1 8 141 2 1 3 1121.76 x71 6.0 SIDE LITE T TABLE 6. OO, & OX T TABLE 7.OXO. M& OXX A APPROVED ANCHOR TYPES: & OXXO 1 1,114° ELCO TAPCONS PES A, B, C, 0 G GLASS TYPE A, S. C, D G GLASS TYPES A, B, C, D YPE 2,3. WOOD 1,2, CONO S SUBSTRATE 2,3, woob 1,2 CONC S S& t18S7RATE $3 w00D 12 CONC 2 2.114° ELCO SS4 CRETE -FLEX MASONRYANCHORS 19.00 x x 33.50 x 79.76 0131 8 14131 3 63.76 x 79.76 5 5 8 141 2 1 3 1 27.75 x 19-76 6 2 4 1 2 1 27.76 x 79.7 M63 i 83.78 6 3 8 4131 5 83.75 8 b 8 4 3 6 83.7 5 2 4 2 83.7 87.7 8 3 8 4 3 6 87.75 6 6 8 4 3 S 87. 5 2 4 2 87.7 " 01.75 7 3 10 4131 6 91. 6 6 8 4 3 5 91.7 6 2 4 2 91.7 987 7 T70 4131 6 05. 7 6 10 4 3 6 95. 8 2 4 2 85.7 36.50 x 7976 8 3 8 4131 6 87.76 x 70.76 8 5 8 4 3 5 38.13 x 79.75 8 3 4 3 36.13 x79.76 6 4 j 83.78 8 5 8 4 3 8 83.7 8 6 8 4 3 6 83.7 B 3 4 3 83.76 8 4 87.76 8 3 8 4 3 6 87.7 6 5 8 4 3 5 87.7 7 3 4 3 87.75 7 6 91.7 7 3 10' 4 3 6 91. 7 6 10 4 3 b 91.7 7 3 4 3 91. 7 6 0.70 7 3 10 4 3 6 95.75 7 8 10 4 3 5 967 7 3 4 3 06. 7 6 37.50x78.75 8 3 8 4 3 6 71.78 x 79.7 8 5 8 4 3 x.75 x 79.7 8 3 4 3 38.76 z 79.78 8 4 ; 83.76 8 318 4 3 5 83.78 8 6 9 4 3 6 83.7 0 Q43 83.75 6 4 87.7 7 10 4 3 5 87.7 8 6 9 4 3 5 87.7 7 87.76 7 5 ; 81.7 .7 10 4 8 6 81.75 7 8 10 4 3 b 91.78 7 91.76[7L 6 96.75 7 10 4 3 5 95.75 7 8 10 4 3 5 95.7 7 95.76 7 6 P.Q BQDl1S1B A FL8ffi74 Bettor PDtW � 4 2 ! 4 2 ! 4 2 4 3 r ! 4 3 1 4 3 j I 4 3 • 4 3 i 4 3 r j 4 3 i 4 3 j 4 3 W 4 3 4 3 p 83 4 2 1 4 2 87.7 4 2 4 2 91.7 4 2 7-2 i 06. 4 2 4 2 I 19.00 x 79.76 4 3 r&GAsICI' m "W 3 83. 4 3 a 2 w"��'' 1 07.757-3 4 2 iii -l0 /2 91.76 4 3 4 2 1- r 21.76 x 70.75 4 3 4 2 83.75 4 3 4 2) 87.7 4 3 .F 4 2 .� 91.7 8 3 4 2 96.7 6 3 a4 4 2 e4 39 27.76 x " 6 3 4 2 a 83. 5 3 4 2 t- j 87. 6 3 4 2 01.7 6 3 4 3 x 91.75 7 6 y 4 3 f�C rruul 05.76 7 6 Q 4 3 '+' �� 1 lYNld .. 78x79.78 8 4 4 9 t3 ��CENSg < 38 <F,p 83.7a 8 4 87.76 7 6 4 3 * No. 58105 _ cr 987$ 7 8 4 3 gib': a is( all It L1 SINJe YLOADZOME TABLES °.c vP.• ��cs .. ........ OR SmUTES, IMPACT A ir`L4NMNILL ; P.E. 9 -10 1!006.9 C FL P.E.# MM P.Q BQDl1S1B A FL8ffi74 Bettor PDtW � 4 2 ! 4 2 ! 4 2 4 3 r ! 4 3 1 4 3 j I 4 3 • 4 3 i 4 3 r j 4 3 i 4 3 j 4 3 W 4 3 4 3 p 83 4 2 1 4 2 87.7 4 2 4 2 91.7 4 2 7-2 i 06. 4 2 4 2 I 19.00 x 79.76 4 3 r&GAsICI' m "W 3 83. 4 3 a 2 w"��'' 1 07.757-3 4 2 iii -l0 /2 91.76 4 3 4 2 1- r 21.76 x 70.75 4 3 4 2 83.75 4 3 4 2) 87.7 4 3 .F 4 2 .� 91.7 8 3 4 2 96.7 6 3 a4 4 2 e4 39 27.76 x " 6 3 4 2 a 83. 5 3 4 2 t- j 87. 6 3 4 2 01.7 6 3 4 3 x 91.75 7 6 y 4 3 f�C rruul 05.76 7 6 Q 4 3 '+' �� 1 lYNld .. 78x79.78 8 4 4 9 t3 ��CENSg < 38 <F,p 83.7a 8 4 87.76 7 6 4 3 * No. 58105 _ cr 987$ 7 8 4 3 gib': a is( all It L1 SINJe YLOADZOME TABLES °.c vP.• ��cs .. ........ OR SmUTES, IMPACT A ir`L4NMNILL ; P.E. 9 -10 1!006.9 C FL P.E.# MM x 91.75 7 6 y 4 3 f�C rruul 05.76 7 6 Q 4 3 '+' �� 1 lYNld .. 78x79.78 8 4 4 9 t3 ��CENSg < 38 <F,p 83.7a 8 4 87.76 7 6 4 3 * No. 58105 _ cr 987$ 7 8 4 3 gib': a is( all It L1 SINJe YLOADZOME TABLES °.c vP.• ��cs .. ........ OR SmUTES, IMPACT A ir`L4NMNILL ; P.E. 9 -10 1!006.9 C FL P.E.# MM 2X WOOD �r-1 314" 13!4" BUCK, NOTE 2 3.4 KSI MIN. CONC.-.-.,.,,, s M E.D. IN E.D. f 1X WOOD 13/8° SUCK, NOTE 2 v y +� :n i � :•j¢� y;.1a,, MIN. T- SHIM MAX SHIM WOOD EX ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD} 1318° 1/4" MAX. SHIM• —j MIN. 2X WOOD 3A KSI MIN. CON BUCK NOTE 21 1X WOOD BUCK NOTE 1 318" TYPE 1 1314" TYPE 2 114" MAX. �XT SHIM CONC. EXT. ANCHOR, NOTE 1 DOOR HEAD CONC 1 114° TYPE 1 OR 2 (CMU) ) 13V TYPE 1(CONC) SIDE IM* MAX. 1 314' TYPE 2 (CONC) SHIM 1/4' MAX. SHIM] 1a4IN ED. I �' WOOD ANCHOR ON Vr CONC gr ryt�ti(. STAGGERED ANCHOR CENTERS, ON TYPE STAGGERED 2 OR 3, CENTERS, NOTE 1 NOTE 1 .. ;•.•:9 W; BUCK NOTE 02 E, 1X WOOD 2 •1.5 KSI •M_I.NN... 3.4 KSI MIN. DOOR JAMB (WOOD) DOOR JAMS (CONC) WOOD ANCHOR TYPE2 OR 3 NOTE 1 E / 1/4 MAX. F-�' �i / SIiIM c 1'111011 E.D. NOTE 1 tlX WOOD BUCK NO-M I N p— 3.4 KSI MIN. CONC. DOOR SILL (WOOD) DOOR SILL (CONC) 130 IN. •`''114° MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1314' _1 3/4" MIN. EA. s�' r4'q`s'i t, eta 1 318" TYPE 1 13W TYPE 2 114° MAX• SHIM ANCHOR, NOTE 1 ' 2XWOODj -E29, NOTE 1 1 1/4° TYPE 1 OR 2 (CMU) 114° MAX SHIM 3B" MIN. 1318° TYPE 1(CONC) 1 �yl,, ;•; 1 3b" TYPE 2 (CONC) CONC. ;! •!' 1 N. E.D. ANCHOR ,MIN. NOTE 1 t, :!d; . 1.8 KSI MIN. CMU OR s WOOD "'s •' 3A KSI MIN• CONC. ANCHOR, MIN. E.D. 2083• ' 2XWOODj -E29, NOTE 1 I BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) SIDE LITE JAMS (CONC) WOOD ANCHOR TYPE OR 3, NOTE 1 CONC, ANCHOR, p1pTE 1 1X WOOD EXT BUCK, NOTE 2 114° MAX. 191:1� 3.4 KSI MIN. _ +•ti ys',� ' s .�� ' 314' TYPE 2 CONC. . =y; $fir s'•t s >:' ZX WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) MIN. E.D. SIDE LITE I :(CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 13/8° MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 13/4' MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1314 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, GS (TYPE 3) OR ELCO 114° SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2j. 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112° THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112° THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK. NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION• PN�PL 1�4P71 tatty I AUS1 10 o 10 1 11006-1 1- Dl •2.2 } 12. ttuuu� �.` Ny LYNN p� �� '`}GENSF No. 58705 ((�� STAltOF '�.SS /ONA% -.�`. A. LYNWINIdW P.E. FL P.E.# 55705 M ®DEAD MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 20h Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590. F (786) 315 -2599 NOTICE OF ACCEPTANCE ff OA) ,myw.mlamWad"ev! era! 4 PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and /or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may Immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH 700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for GIazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and fallowing statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 114405.10 and consists of this page 1, evidence pages E -1, E--2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1013.14 Expiration Date: March 26, 2016 11 Approval Date: November 03, 2011 to Page 1 PGT Ind s ides NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-- 0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL -5063, dated 10 /03and 11121!06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.46) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTL -4723, dated 10/05 and 08/11105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA Nn. 01018.01) t Ja me D. Casco P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018. 01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -r94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -tip drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTIA948 and FTL -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05 1018.01) C. CALCULATIONS f . L Anchor verification calculations and strudtural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and'sealed by Robert L. Clark, P. E. Complies with ASTM B1300 --04 (Submitted under previous NOA Nv.11- 0128.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite* PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vaneeva clear and color interlayey*' dated 05/05 /2011, expiring on 05/21/2016. Jaime D. Gaseo i, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E--2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC --2007 and FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL -4958, FTL -5063, FTL -4645, FTL -4649, F!'L -4723, FTL -4947, FTL -4650, FTL -4948 and FTL• -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous N'OA No. 07- 0322.06 and 45- .1018.0X) G. OTHERS 1. Notice of Acceptance No. 11- 0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window -- L.M.I. ", approved on 04/21/2011 and expiring on 03/23/2016. 94Q- ��, Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E -3 } AK GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS (SEE DETAILS ON SHEET 2) A. SMS' LAN CONSISTING OF (2) LITES OF 1B" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVS INTERLAYER. B. SMW LAMI CONSISTING OF (1) LITE OF 'U8' ANNEALED GLASS AND (1) LITE OF 118° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 6118° LAMI CONSISTING OF (2) LITES OF lAr HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D. 711W LAMI CONSISTING OF (2) LITES OF 3118' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 718° LAMI CONSISTING OF (1) LITE OF 3M8" ANNEALED GLASS AND (1) LITE OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT SUTACITE OR SAFLDUKEEPSAFE MAXIMUM PVB. F. 7118' LAMI CONSISTING OF (2) LITES OF 3118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEMEEP8AFE MAXIMUM PVB INTERLAYER. G. 13118° LAM! IG: (1) LITE OF 118° TEMPERED GLASS, AN AIR SPACE AND SM8' LAMI CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLE)UKEEPSAFE MAXIMUM PVB INTERLAYER. © H.13MV LAM[ IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 616' LAMI CONSISTING OF (1) LITE OF 1f" ANNEALED GLASS AND (1) LITE OF 118° HEAT STRENGTHENEDULASS WITH A A80 DUPONT BUTACITE OR SARBOKEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/18' LAMI IG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 5118° LAMI CONSISTING OF (2) LITES OF 11W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. J.13/16' LAMI IG: (1) LITE OF U8' TEMPERED GLASS, AN AIR SPACE AND 711 8° LAMI CONSISTING OF (2) LITES OF 318" ANNEALED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. K 13/1 8' LAMI IG: (1) LITE OF 10 TEMPERED GLASS, AN AIR SPACE AND 718' LAMI CONSISTING OF (1) LITE OF 3M8" ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACrrE OR ^.AFLEX/KEEPSAFE MAXIMUM PVB. L 13118° LAMI IG (1) LITE OF 118° TEMPERED GLASS, AN AIR SPACE AND 7/18' LAMI CONSISIING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERIAYFR ,&11.13118' LAW IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5M8' LAMI CONSISTING OF (2) LITES OF 1A" ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: UX' (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REOUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL- 4848, FTL4648, FTL4847, FTL- 4648, FTL -4648, FTL -4860, FTL -4861. FTL -4723, FTL -4967. FTL -4968 AND FTL -6063. ANSUAF&PA NDS -2Wl FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL a. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVH4 P.O. rC 18'ZB r:oxpu�,Ftaazra ALWA SINGLE swo I NMI 1 a 91 1 40440.20 D073-aNTLEYMCIT11"i _;l no SSIONPLv N % A. L11tlhifl)W P E. FL P.E.# 58708 SHEET GENERAL NOTES.......... ».1 GLAZING DETAILS .......... 2 DESIGN PRESSURES...._. 3 ELEVATIONS ..................... 4 VERT. SECTIONS.—.....- 5 HORIZ. SECTIONS ...... _.... 6 PARTS LIST..».. »...»» .... 8 EXTRUSIONS ....... »...... ». 7 CORNER DETAIL....».... »» 7 ANCHORAGE-___..... 8.11 no SSIONPLv N % A. L11tlhifl)W P E. FL P.E.# 58708 ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO $110' WITH NO CHANGE IN DESIGN PRESSURE V2" NOKL 11r NOM. GLASS SITE (44 I I I I I RI GLASS BITE ZU. ?JI♦now-ppl—a 01111 1 118° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTMRLAYER 1f" ANNEALED OR HEAT STRENGTHENED GLASS 8/18° NOW 5/160 LAMINATED GLASS )M. SITE Or :NGTHENED GLASS IINTERLAYER NGTHENED GLASS i GLASS A 13116° LAMI IG GLASS W/ 6/16" LAMI C] EXTERIOR INTERIOR (ALL SECTIONS) Eel 3118° ANNEALED OR HEAT STRENGTHENED GLASS 680 SOLUTIA OR DUPONT PVB INTERLAYER 3118° ANNEALED OR HEAT STRENGTHENED GLASS 7118° LAMINATED 7/16" LAMINATED GLASS 112" NOM. GLASS SITE EN 3118° ANNEALED OR HEAT STRENGTHENED GLASS 030 SOLUTIA OR DUPONT PVB INTERLAYER 3118' ANNULLED OR HEAT STRENGTHENED GLASS WHIP LAMINATED AIR SPACE 118' TEMPERED GLASS 1311SP NOM. 13/160 LAMI IG GLASS W/ 7/16" LAMI ao. I ALUM. SIMILE HUNG WINDOW IMPAG t�RO1t m 84a4 "'N' Ea. 8H700 Full 2 d_ 11 �N' 4040.20 \`tNN M/jt �'�.FSSlON�� .``. A. LI�MMld.>.It P.E FL P.E.# 68706 111 FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTIONA BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS vowow H19GHT WIDTH GLASS TYPE 8S" 88« 88« 70« . 72« 74" TABL 1. 78« 48" A.B. +80.0 -80.0 +80.0 40.0 +80.0 -$0.0 +80.0 40.0 +80.0 -00.0 +80.0 -no 1 +80.0 1 -60.0 80« A.B.M +80.0 40.0 +80.0 •80.0 +80.0 •80.0 +80.0 -80.0 +80.0 -f.0 +80.0 •80.0 +78.g�74.0 82« A; +60.0 .80.0 +80.0 -60.0 +80.0 •80.0 +80.0 -80.0 +78.8 -78.8 +77.3 77.3 -87.8 118" 881/8« A B,M +00.0 - 80.0 +80.0 -80.0 +78.8 70.8 +78.2 .78.2 +78.8 -78.8 +76.4 78.4 I UP TO 83118" L]P To 83118" CD E,F.GH,IJK.L +80.0 - 80.0 +80.0 -80.0 +M.0 -80.0 +80 0 80.0 +80.0 -80.0 +80.0 -80.0 -70.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION & BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW 10142114T WIDTH GLASS TYPE F=30$W:Tl 44« 89 8t8" or 2« 74" TABLE 2. 78" 48" A B,M +Ko as a +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 K. 13118° LAMI 10 - V8° T, AIR SPACE, 7118' LAMI - (3t16 °A,.09O, 3118Ti8) 70.0 +70.0 70.0 +70,0 70.0 . 60« A S.M +80.0 -80.0 +00.0 -60.0 +80.0 80.0 +79.9 -70.0 E+70.0 70.0 +70.0 70.0 +70.0 -70.0 82" A +80.0 80.O +80.0 -80.0 +80.0 -80.0 +78.0 78.9 -70.0 +66.8 •88.8 +87.8 -87.8 118" A„ +80.0 -80.Q +80.0 -80.0 +80.0 •80.0 +76.0 -76.0 48.0 +86.7 •88.7 +88.6 -8618 UP TO 83118" C,D.E,F, ,H,UXL +80.0 -80.0 +80.0 .80.0 +80.0 -MO +80.0 .80.0 +70.0 70.0 +70.0 70.0 +70.0 -70.0 .0" MEETING RAIL HT. "X° I + MT, MEETING RAIL t + CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTIONA TABLE 3. A BASED ON FLANGED WINDOW I TO TIP FMO DIMENSION3 W WINDOW HEIGHT iMMM 8A8H HEIGHT (MAX. WINDOW HT. W/ SASH ■ 78" FLANGED AND 78" HTEGRAI- MAIN) .a MINUS WIL7ill GLASSrfPEl 17118" I 42, 14118« 20311C 333W 1 381118« 1 4413118" I 403W I 8815MV -" SASH 831!8" . D. F,J K,L +00.0 I -80 0 +80 Q 80.0 +80.0 -aO.0 +80.0 -80.0 +70.0 70.0 +70.0 70.0 +70.0 70.0 +70.0 70.0 HT. T. MEETING RAIL GLASS TYPES: TEST nEPORTS TABLE A. 8118° LAMI - (118°A .Q80,1/8°A) FTL4647, 4848, 4723, 4687 B. 8110" LAMI - (1!8 A,.090,110" ) FTL4647, 4848 C. 811W LAMI- V$W,.090,lArH8) Fn,4847, 4548 0.7118° LAMI - 1WA,.M. 3M(FA) F7L4646, 4888 $. 7118° LAMI • (3t15°A,.O� 31416°HS) FTL -4546 C" _exert G. 13116° LAMI IG -118° T, AR SPACE, 6118° LAMI - (1!8°A .090,1i8A) FTL -4848, 4723 H. ISMS" LAM] 10 -118° T, AIR SPACE, 6118' LAMI - (1i8 A .01 ,1 /8°118 FTL -4848 L 13/13° IAMI K1 -176° 7 AIR SPACE, 6MW LAMI - (1!6'HS,.080,11S -HS ) FTL 4W J. 13118' LAMI IG -116° T, AIR SPACE, 7118' LAMI - (3M(rA,.080, 3t18'A) FTL4848, 4860 K. 13118° LAMI 10 - V8° T, AIR SPACE, 7118' LAMI - (3t16 °A,.09O, 3118Ti8) FTL- 4849.4660.4668 L 13M5° LAMI a - V6 T, AIR SPACE, 7118' LAMI - pmirms,oco, 3fums ) FTL4849, 4501 ;I'lliC u NOTES: 1.1MNDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1° FROM THE FLANGED TIP- TO-11P FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6V MINIMUM TO 38° MAXIMUM. A Ad1. . FL1Z U atm I NMI 3 -v 11 1 4040-01 ...�.. A -,A •k ; N ��i i:� • . FL0f0,?: -* 0`1 �•, fs'SfONA4�.�` A. P.E. FL P.E.# 68705 SE T BE T a DETAIL A 1!1 S I SEE DLO I TABLE 0 I SEE DLO j ABLE GED WIDTH ® flDTH AX. ED IT 75° MAx I.F. HEI SEE TAE 78° MAX. FLANGED HE HT SASH A SEE DLO HEIGHT 7W MAX 53 I/W MAX. FLAI — — 621!6" MAX. I.F. b A I.F. A 49 516" MAX. FOXED HEIGHT B OLD (ALL) D '� NAX 41 114° 17W MAX WXE O j D HEI L 521/4 62 S/1 S° SASH DETAIL ' 1 FLANC HIGH SILL A t 34 3116° HEI O 27 I 38 /18° MAX M X / SASH Isar 15 314 HE L 15 3/4 TABLE 5. 481/4 MAX DETAIL A 1!1 S I SEE DLO I TABLE 0 I SEE DLO j ABLE GED WIDTH ® flDTH AX. ED IT 75° MAx I.F. HEI SEE TAE 78° MAX. FLANGED HE HT SASH A SEE DLO HEIGHT DETAIL B VIEW (STANDARD SASH) E+I I 7WW MAX I.F. E- J HT DLO j ILE O 76° MAX. FLANGED HEI TABLE X j SASH HEIGHT B -.J DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS S THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. ALUM. ao sgxte2e NtJNDll98, FL892T4. Vittlbly Batmr C� O C/ X DETAIL C VERTICAL DAYLIGHT OPENING 7W MAX FIXED LITE — — LOW SILL A I.F. A �i HEIGHT B 41 518° 70'1 NAX 41 114° FLANGED HEI 8 N 4 D X � 5211 /1S° DETAIL B VIEW (STANDARD SASH) E+I I 7WW MAX I.F. E- J HT DLO j ILE O 76° MAX. FLANGED HEI TABLE X j SASH HEIGHT B -.J DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS S THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. ALUM. ao sgxte2e NtJNDll98, FL892T4. Vittlbly Batmr C� O C/ X DETAIL C VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 343/1 B 41 518° 411W C 41 114° 40 7W D 525/8' 5211 /1S° E 521/4 62 S/1 S° SASH DETAIL LOW SILL HIGH SILL A 341@" 34 3116° B 27 711W 27 I C 277118' 271/8" D Isar 15 314 E 16 3/8" 15 3/4 TABLE 5. 4 d 11 1 4040 -20 76° MAX. I.F. HEI T8" MAX. FLANC3ED HE] HT S 4 \\—, `YNN 4f,'i��' 1c ; IVo. 68705 k �. 0�" .....to..... , YSIONA A. L JMIeP• �.`OE. � � FL P.E.# 68705 (LOW SILL) SEE NOTE ABOVE ULTRALIFT 12 DNLY NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)G' FROM EACH SIDE OF SASH. INSIDE MAX VENT DAYLIGHT OPENING - I I I H Cow IS NOTE: BALANCE PARTS USED 4 ® BASED ON SASH WEIGHT 9,10,11115116 --- -MAX FIXED LITE DAYLIGHT OPENING � OUTSIDE MAX. WIDTH SECTION A A INTEGRAL FIN (I.F.)'FRAME SECTIONS® NswE fti 47 V 46 HIGH $I LOW 31 L HIGH SILL LOW SILL HEAD 68 2.T1 /&I.F. FRAME q Qff�53 ourslDE I ULTRALIFT ONLY (LOw8uL8FIDWN) ALTERNATE HIGH SILL mo ,rte 1a07H1 o xocxnrcESrr9ssheer p E rton J.r+ O~t C K0c rr r �- Pic IVISW 8 n r��sECnoxamcoxso�rnareR&COANVtA rs noegoc,�ae �— ALUM. 81 om �,, Nacoene Fl seva T/btblyBermr �""'�f0d° P.K 9l1w J. L ?:19/07 8N700 SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSIONI HUNG WINDOW IMPAL rl S -11 4090 -20 V`y,( LYNN ty/(�ii�i sak 1 �' ;' •t't'c is ; �No�s6TO5 �j FL P.E.# 58M i — -* WIWI 47 FRAME, I.F. HEAD a ® #4071A,80@3 -T6 ®48 FRAME, I.F. LOW SILL #4072A, 8063-TO 57 1 1831 1073 SCRF.ONCVRN�!Ift- YVWUUTKMVJ RE�I d Ilo�il 7CA3P •m `�- .��:- ••.•••.;`Y •�,� `�rp ?.`�ENS6 �c 8$ b8 1 1824 ISCREEN SPLINE - .135DIA.FOAM I 61$24K �� FRAME, I.F. JAMB ti �; X105 FRAME. I.F HlQH 81U ® �J4074B, �e+TS _ * : N° 49 040M -•O (USED AS RADIUS TOP HEAD) to = -4�0 ... fl o °.•,? FLP.E.$68708 WIW i law/ii Aoawlm7wsNEBT ,c7o,E�as�oa+rawve Na®osaala s+am PARTS LIST gMj IMEWMASS 7O76REDPROMFS ALtlM. SINGLE HtlNG WN f "W* ar smw NTS 8 a 40AO.2O D car onsv¢ �_e � I 1.383 0 FLANGE FRAME HEAD #4002A, 6483 -T6 .082 2. 0 2.334 O FLANGE FRAME SILL (LOM 1749 ti4003C, 6063T8 [J2.710 �n�� ..L (►- 10613—fff38 .08'1 � -- 1.4617 SASH FLANGE FRAME JAMB O #4STO 6003 -TS O OVER 17 S #4463, 6063•T6 #4004,8063-T6 (USED AS RADIUS TOP HEAD) .082 21 FIXED MEETING RAIL #4054A,6083HD -T8 2.328• ----1 [706 I•+-- 2.279 —�TT I 1.� 1.707 .482 c 6a 6C I I I C SEALANT OR GASKET I AT HEAD AND SILL I VIEW D-D (1/1 rig VIEW HEAD $ SILL, RADIUS TOP SILL) _ FRAME CORNER .082 1.349 41 31 SASH SIDE RAIL #40D6,6003-TO n23 SASH TOP RAIL 28 SASH BOTTOM RAIL (LOW) #40460,6483HS•T6 #4007,8083 -T6 E 1 �978 1.498 —I - -' I +T ISGLAZING BEAD 7/16" #4222, 6D63 -T5 2.328 ---►I .082 z.946 2.638 .482 (FLANGE FRAME SILL (HIGH) .. #40MA, 8063.78 iTs _-T 6S SASH BOTTOM RAIL (HIGH) #4051A,8063.78 .08!1. t 18' Pnwtcota.4 .050 - •_ —L 7.116 —t• ►i�' 45 GLAZING BEAD. ? /16" #9"c,6063 -T6 (USED W/ GRILL KIT) Vfa b SEALANT ALONG ENTIRE JOINT .678 #40398,8083 -T5 VIEW E -E (RADIUS TOP HEAD ONLY) 42 GLAZING BEAD, 5/16" #40448,8063•T6 (USED W/ GRILL KIT) I3- `- T —r FT1.O9T 46 GLAZING BEAD, 13/1 #4067, W83-T6 & FRAME CORNER DETAIL HUNG IMNDOIN IMPACT Il T a 11 "4040 -20 I 1{tllffl �`��V 4YI4N ryj(��ii * • a No *� SCI SiATEOf Z: � O � .. FLOtttdP''��• A. P.E. FL P.E.# 58708 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 6• WINDOW HEIGHT SUBSTRATE: 28.603 34.603 40.603 1 46.60 52,603 1 6BA03 64.603 76.000 ANCHOR VdIVDOVJ GLASS �MjgO z z0))O JAMIE BELOW MTTG. RAIL - ,�'o;� • .. fiLOR�Qp ��1.�: Z`�IgON'�a IW, IMPACT -O ONzoe +se pZ 8 �Nz�pz 8 8 C'4 z�ONZ— 8 8 8 NU• V 8 8 ,Uj 8$ 8 V 8 % c3 WIDTH TYPE 3 C,D,E,F,Q 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 _ 1 1 1 1 H,I1,K,l 1 2 9 1 1 11 2 11 9 222 1 22222222222 22222 22222222222232233 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ABM 121111121g12221222222222222222222222222222232233 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 _1 1 _1 1 _1 _9 1 1 9 1 1_ 1 1 1 1 H,IJ,KL 1 2 1 1 1 2 112 1 21 2 221 2.2 2 22 22222 2 22 2 2 2 32 2 22 2 322 2 3333 2 33 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A B,M 12111212121222222222222222232222232223332233 _1 _1 _9 _1 _1 _1 C,D,E,F,G, 1 1 1 1 1 t22 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 KkJ,KL121222231212232322 23232223332233343233343344 1 1 1 1 1 1 1 ABA 1 2 1 2 2 2 2 3 1 2 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 C,D,E,F,C3, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 KtJ,KL 221222 3:l 332223232323342333343334353344 37000 1 1 1 1 1 f23232223 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ABM 221222231223232223232223232323342333343334363344 PSF 79 C,D,E,F,G 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,KL 221 222232322232323232423333423343533344531 44 2 2 2 2 J22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ABM 2 2 1 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 PSF 78 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 HIJ,KL 2222222322232322332423333423333423343fi345344fi fi3314i 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,M 22 2222232223232233242333342333342334353463446 PSF 79 1 79 C,D,E,F,G, 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 HA JAL 21212 2 2 2 2 3 _2 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 6 3 3 3 4 3 8 3 3 4 5 4 6 3 4 5 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB,M —2F212F222 213 2121213 4 23343423343633343 $3345463465 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 _2 3 63.125 HrA,B,m IJ,KL 2222222 32223342334 34233434 3334 363344483446483466 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 L 22222223222334233434233434333 ,4353344463345463445 „ NOROdEI8,fl.94?Ta _ T9stb{y+' afM00 1VT3 8 a 77 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -114° ELCO S84 CRETE -FLEX ® 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -1S 112" MAX. FROM TOP CORNERS JAMBS - 17 10 MAX. FROM TOP CORNED 16° MAX. FROM BOTTOM CORNERS e° MAX. BELOW MTG. RAIL SILL- ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ®ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 5 DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN W BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE KEY: MAX. PSF LDP LIMITED) 148 HEAD q2 UCrREMM mmp1ftwiththeFlmtda JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL F10i (FULL DP) u u u t .o�y 4.INN M![��, - -- HEAD 2 2 3 JAMIBABOVE MTG. RAIL JAMIE BELOW MTTG. RAIL - ,�'o;� • .. fiLOR�Qp ��1.�: narrows IW, IMPACT ��`sSIONAL A6Zui tA1LtPLl3 P. "m +se 404D -2O D FL P.E.# 68706 ANCHOR ANCHORAGE NOTES: QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. 1. ANCHOR TYPES: 2 -11C ELCO S�NETE -FLEX WINDOW HEIGHT 29.855 37.155 44.655 52.155 59.655 57.155 74.555 76.000 3UBSTRAI ANCHOR TYPE.-- WINDOW WIDTH 19.128 E: ® 3 - #12 SCREWS 2. ANCHOR BASED ON THE FOLLOWING DIMENSIONS: HEAD -1S 1/2° MAX. FROM TOP CORNERS JAMBS' 171/2° MAX. FROM TOP CORNERS 16" MAX FROM BOTTOM CORNERS B° MAX. BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3 INSTALL PER THE ADJACENT TABLE ANCHOR t] U Z U U z U o U V Q o eQ U N U U O o V U Z o U U Z p3 O U Q U Q O �8U, U z Q o U U o GLASS TYPE KIAKt 1 1 1 1 1 1 2 2 2 1 2 2 2 122- 2 1 2 2 2 2 1 2 2 _1 2 2 1 2 2 1 2 2 1 2 2 1 -2-1-i 1 2 2 1 2 2 1 3 2 9 :2L2 9 3 2 1 3 2 1 2 2 1 3 2 A,B,M 1 1 1 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 24.000 NOTE 2. A• ABLE WIDTH AND HEIGHT DIMENSION ARE FOR C,D,E,F,G, KLJ,KL 1_ 1] —1 1 1 1 _ 1 1 1 1 221 1 1 1 22222222222222222232322232322232322232 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FN DIMENSIONS ®ARE1 "LESS. 5: DESIGN PRESSURE LIMmmoNS: A B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1, 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 681 77 32000 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM,INDICATTEA MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FORTH RESPECTIVE SIZE AND GLASS TYPE IS C,D,E,F,G, HL.KL 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 11 1 1 11 222222232222332233333233332233433243433243 A,B,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 _1 1 1 1E, 1 1 11 222 222232222332233333233332233433243433243 PSF 89 87 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H.LJ,KL AVAILABLE 1111 ll222222232223332233333343333233433243443243 A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 7 1 1 1 1 2 2 2 2 2 Ti 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PSF 54 79 82 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 2 2 2 2 2 4p,00p H,LJ,K,L 111111 222222232233332233433343333343443343443363 TABLE KEY: A,BM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 Al 2 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 44 3 3 5 3 PSF 49 79 SB 79 79 4q,00p 45.000 MAX. PSF (CyP LIMITED) ? ?7 HEAP 3 xoDUCrna�ns>�D JAMB ABOVE 3 3 IyC�owhh" cida MTG.RAIL C° t•?t0� - J BELOW MTG. RAIL ada 0 C,D,E,F,G, H,LJ,KL 2 111111 2 2 2 22222233223334233344 2 2 2 2 2 2 2 2 2 2 33434433434433434433b4 2 2 2 2 2 2 2 2 2 2 A B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111111 222222332233342333443 343443343443343443354 PSF 45 74151 74 79 79 C,D,E,F,O .D,E,KL 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 1111112 22222332233343333443344443344444364444344 b3.125 (FULL DP) ` HEAD 2 ``� 0 �... .$.. JAAM GL �L 2121 . �`r0• ao sE JAMB BELOW is RAIL ,o • of 2: ,BOA;•., oR�o. �`a: , F �• IMPACT SSIONA� P. memo � A. LYNN 11NLLL�t', P.E 4040 20 D FL P.E #6870$ A,B,M 2 41.1 2 111 2 111 2 2 2 2 212 2 2 2 2 3 3 2 2 2 2 3 3 2 3 4 2 3 3 2 233::4]-4 3 2 3 3 2 4 4 2 4 4 2 3 3 2 4 4 3 4 4 2 -4F3- 2 5 A 3 4 4 2 4 3 2 5 41 PSF 41 67 46 67 76 79 C,D,E,F,G, H,LJ,KL 2 4 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 3 3 3 2 3 3 2 3 3 3 4 4 2 3 3 3 4 4 3 4 4 2 3 3 3 4 4 3 4 4 2 3 3 3 4 4 3 b b 2 4 3 3 5 4 3 b 2 5 4 3 3 5 4 A,B,M 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 3 3 3 2 3 3 2 3 3 3 4 4 2 3 3 3 4 4 3 4 4 2 3 3 3 4 4 3 4 4 2 3 3 2 4 4 3 b 4 2 4 3 3 b 4 3 b 4 a 4 3 3a 5 4 J 90M7H1 D NoawGE87M88HEE7 ' WuTbrAuaoLuwu MXMMFLSWO P.o.89xim NoKOM�, VE pL362'74 —ALUM. ANCHORAGE SINGLE ewe SPACING STANDARDWEW HUNG {MNDOW o�rou11 c a7YresES7rz�cr�srsr� FA IVIV e B R S7RWEDBYsm FA 7/2sro8 J r me 229/D7 TR,9,ly Bearea stt� NTS $ a 11 ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: GLASS WIDTH TYPE ABOVE MEETING RAIL (HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT � p U � 8,1 8 MINUS SASHHEIGHT FROM TABLE S. 17.126 22.668 1 1 28211 1 2 33 .764 1 39.296 44.839 2 2 60.382 2 2 65.926 2 �NN� 2 2 o U UU� v 2 pU N� 2 o p U c> U o p0 0 O o v p v p a c p v o �WINDOW Uv U �U 19.125 D,E,F,J, KL 4 -- 1 1 1 2 1 -2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2. 1 . 2 1 .. 2 1 3 1 ..2 1 3_ 1 3 1 _.2... 1 -3 1 3.._.3 1 .3_. 1 24000 D,E,F,J, KL 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2v 1 2 -- 1 2_ 7 -2y 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 3 2 3 3 3 3 1 3 1 3 4 D,E,F.J, . 1 `1 1 1 1 1 2 1 1 2 1 1 1 1_ 1 1 1 1 1 4 3 4 ±3_4 1 1 1 K.L 1� -9 1 2 2 2 3 2 3 3 3 3 3 -2 3 4 3 4 4 83 6- 3 b PSF 79 48.000 2 2 2 2 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 3 K,L 1 1 1- 2 2 2 3 2 3 3 3. 4 3 3 3 4 3 4M 4- 4 6 b- 1 4 1 5- PSF 79 79 79 79 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 KL 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 6 4 4 1 5 6 4 1 6 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 121 -4 2 2_ 46 2 2 KL 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 6 6 1 1 5 4 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,FA 2 2 2 2 2 2 2 2 2 3 1 2 2 2 1 2 2 3 2 2 3 1 2 2 3 2 2 K,L 1 1 1 2 2 3 3 4 4 4 fi 4 5 5 4 6 5 4 8 6 5 6 PSF 71 79 83 71 79 88 71 89 69 63.126 DE,F,J, 2 2 2 2 2 t8474 2 2 3 2 3 3 K.L 1 1 1 2 2 3 3 4 4 4 5 4 b 8 5 8 1 8 1 b 1 7 1 8 1 6 1 7 ANCHOR QUANTIT IES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRA 12778 16.778 18.778 21.778 24.7"/8 27.778 3D.778 31.108 ANCHOR TYPE.- op o o b a a y� u WINDOW ar z0 •- N r � p U � 8,1 8 WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 24.000 2 1 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 2 1 1 2 1 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 40.000 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 44.000 68 [72 2 2 2 2 3 2 3 3 3 3 --4-F-3 3 4 3 4 6 3 4 5 3 4 83 79 48.000 2 2 2 2 3 2 1 3 4 1 3 1 3 1 R 1 3 1 4 4 3 4 1 5 1 3 1 4 6 3 4 53.126 73 58 88 72 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 6 3 4 5 3 5 6 3 6 P.O. �C 16'48 Nt»COAt rL842T4 NTS 1 10 all ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1W ELCO TAPCONS 2 -1W ELCO S84 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING ® DIMENSIONS: HEAD -181W MAX. FROM CORNERS JAMBS -1711 MAX. FROM TOP CORNERS 11 1/2' MAX. ABOVE THE MEETING RAIL 8' MAX BELOW MTG. RAIL 16' MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2 USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEICGHTS FOR CUSTOM VIEW WINDOWS ARE 12 W MIN. TO 38' MAX ATABLE WIDTH AND HEIGHT DIMENSION ARE FOR WI FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 8. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND OLAS3 TYPE I8 AVAILABLE ® TABLE 7. KEY: MAX. PSF (DP LIMITED) 142 HEAD 2 JAMB ABOVE 2 Mra RAIL F( ULL DP) HEAD 2 JAMB ABOVE 4 MTG. RAIL TABLE 8. KEY: MAX PSF SDP LIMITED) 142 JAMB BELOW1 MTG. RAC Ututrrr .( LYNN �q �i� v�Erlale is FULL DP) a JAMB BELOW 2 MTG. RAIL a LLIZ � . USTOM VIEW dt�''•. ,FLORIOP�' �� `S'JONA�� A. P.E VDOW IMPACT o yes xm 4040 ZO D FL 0 FL P19 6870$ 3.36 KSI MIN. CONCRETE 1 OPTIONAL 1x WOOD BUCK C (SEE NOTE 4)7 EXTERIOR INTERIOR ALL HEAD AND SILL DETAI ) CONCRETE ANCHOR (SEE NOTE 1 & 3) 2x WOOD BUCK I &(SEE NOTE 4)� s:. .: • . •,•.',a 13/8°MIN.,1 14'TAPCON" «! A•314' MIN.,1/4" CRETE -FLEX 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3 )® DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 3/8' 1W MAX. SHIM MIN 13/8" 1/4' MAX. SHIM 1114, mx 1/4° MAX. SHIM CONCRETE ANCHOR, FH BELOW MEEI1NG RAIL. (SEE NOTE 1 & 3) is 3 KSI MIN CONCFtEIE INTERIOR 141�SUCKOPTIOINA5 r„ OR 1.b KSI ANN. CMU (ALL JAMB DETAILS} EXTERIOR L WITIi SOLID CONCRETE 2x WOOD BUCK SUBSTRATE (SEE NOTE 4)® (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4° 1: FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13W. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G6) OR 1/4" 884 CRETE -FLEX, 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 IW THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. b. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 683-T6 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD SUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 200). FH BELOW MEETING & RAIL (SEE NOTE 2 & 3) 131" DIA. MIN. x 21/7 NAIL, AT CORNERS AND b" O.C. 1/4" MAX SHIM DETAIL F, (HEAD) $ M 1 WOOD FRAME J F4 J .131' DIA. MIN. NAI S AT T CORNERS NERS AND B" O.C. .131' DLk MIN. x 2112" NAIL, AT CORNERS AND 6 O.C, DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE P�eQocltrm t40It0lat8, PL 94274 mit'lovill, DETAIL G. (SILL) WCHORAGE DETAILS # IJM. SINGLE HUNG MI aww NTS 11 a 11 Illttt ��pE1Hse 7. 1c Np.0705 '0 . sTn : 7 ,,.c�; •.. �oa"D? ��f��• IMPACT '�SSIONA&- xm A. LYNNmNkhH;P.E. 494020 0 FLP.E.#WM M , PO MIAMI —DADE COUNTY, FLORIDA i� j PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (N A) www.miamilad1goy/nerg PGT Industries 1070 Technology Drive Nokomis,.Fl 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami-Dada County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW 701" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact ", sheets I through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10 /18 /11, signed and sealed by Anthony Lynn Miller, P. E., bearing the-Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement; "Miami --Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10 -- 0504.05 and consists of this page 1, evidence pages B -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. t Boa uKry NOA No. 11-1110.15 ll4M .. � , t �� Expiration Date: February 19, 2014 Approval Date: February 02, 2012 2S 1 t2' Page 1 PGT Industries NOTICE OF ACCEPTANCE: ' EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections, (Submitted under previous NOA No. 03-1105. 01) 2. Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8; prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/1 f, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL- -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC -2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No. 10-0504.05) 2. Glazing complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0325.05 issued to Solutia, Inc. for their "Saflex - Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. 2. Notice of Acceptance No. 11-0624.01 issued to E. I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12111/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC -2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. I Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 E -1 PGT Industries N UTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15- 27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) S. Statement letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 6. Laboratory compliances letter for Test Reports No.'s FTL 3835 and FTL- -3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 1105.01) G. OTHERS 1. Notice of Acceptance No. 10- 0504.05, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window - L.M.I." approved on 09/22/10 and expiring on 02/19/14. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 11-1110-15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 E -2 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. 3. ANCHORAGE: THE 33 -1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN Of S PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850, NOA: 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE - FLEX), ANSI /AF&,PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRE) AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 44 -1/4° VISIBLE LIGHT 6° � '12 -7/8° MAX, I B 1 MAX. O.C. A A I ^ 92 -1/4° \ VISIBLE \ LIGHT 12 -7/8° FLANGE MAX. To FLANGE 6° 48° FLANGE MAX. FO FLANGE TYP. FANGED FRAME EL�ATIOFRAME EL�ATIOO (TESTED UNIT) 45 -1/4" VISIBLE LIGHT 5° MAX. 2" MAX' '_"j � � D.C. 0 98 1/4" FIN TO FIN 5° D.C. 96° I 11 93 -1/4" VISIBLE LIGHT NOA DRAWING TABLE OF CONTENTS GENERAL NOTES ........................1 ELEVATIONS, FLANGED ...............1 ELEVATIONS, INTEGRAL FIN....... 1 GLAZING DETAILS .......................2 DESIGN PRESSURES, FLANGED. 2 DESIGN PRESSURES, FINNED ....2 INSTALLATION, INTEGRAL FIN .....3 CORNER ASS '(, INTEGRAL FIN..3 INSTALLATION, FLANGED .............4 CORNER ASS '(, FLANGED......... 4 INSTALLATION, MISC .................. 5 ANCHORAGE ............................... 6,7 EXTRUSION PROFILES ................8 PARTS LIST .. ..............................8 z° MAX. --I FIN TO FIN TYPTYP. INTEGRAL FIN FRAME ELEVATION FRAME ELEVATION NESTED UNIT) OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. I$ I I +— WIDTH — —i� �_ WIDTH — �I�- ~— WIDTH —�I as as !E � _ = WIDTH ---! ---I WIDTH I-- -"I WIDTH h- _ i I T M = h— WIDTH -- I t 1� WIDTH T � WIDTH � T I+ WIDTH -►{ F+ WIDTH -►{ �i fa FBC UPDA7Ti P.O. BQX 1529 NOKOWS, FL 34274 MEVATIONS AND NOTES tim 4LUM/NUM PICTURE WINDOW, IMPAC P/w7o1 I NTS 1 a 8 1 4259-4 No 05 o. ' P40YEmpP::Cj\`` IW P.E# 587 05 a S�l Fin and Flatlged window Maximum Design Prweure( +I•psQ 7AGL -* 3A84- .090e118-an6 7AOL- "$"ISAS Wvn0aR -SA -. OPM -SAOM °A° or "B° Dimension (FLANGE FRAME SHOWN) M) 24 30 38 42 48 64 1 60 07.876 3/18' TENPERW GLASS 38 80.0 80.0 80.0 80.0' 80.0 no 80.0 80.0 48 no no 80.0 80.0 80.0 no 80.0 80.0 80 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 87.878 80.0 80.0 80.0 80.0 80.0 71.1 84.0 821 72 80.0 80.0 80.0 MO 78.3 71.1 64.0 76.8 80.0 no 8a0 80.0 78.0 70.0 84.0 84 80.0 80.0 80.0 74.3 68.3 B3.8 6 85.3 80.0 80.0 80.0 73.¢ 67.4 028 b Be 80.0 80.0 77.2 64.7 $82 109.7 80.0 810 72.3 56.3 120 80.0 1 80.0 70.4 126 80.0 80.0 70.0 148 80.0 8D.0 Fin and Ftanqpd Windom MaximumDeslBn Pressure( +I -pef) 7A6twd19AM- M9PV9 -3/lM 7 118t1oM10:BAVRNP- 7A$AM- SAGS- MOWB -BAM A° or IS* Dimension (FLANGE FRAME SHOWN) ) 4 30 36 42 48 84 80 07.875 3/18' TENPERW GLASS 38 80.0 no 80.0 80.0 80.0 Sao 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 67.878 no no 80.0 no 80.0 71.1 64.0 82.1 72 80.0 1 80.0 80.0 80.0 80.0 1 71.1 64.0 76.8 80.0 80.0 80.0 80.0 80.0 71.1 64.0 84 no 80.0 80.0 no 80.0 71.1 ;2 BU 80.0 80.0 80.0 80.0 80.0 71.1 b 88 80.0 80.0 80.0 80.0 80.0 109.7 80.0 80.0 80.0 80.0 120 80.0 no 80.0 128 80.0 80.0 8a0 711W IMG MASS NGMM 3/18• AWMED OR HEAT sTREnwn8:NE0 GLASS AW DUPONT WTACM OR Pv "TEIV wamuM 3 18' HEAT MASS t,/wO 7116" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 -1/18• LM MUSS MWK 7 /,B• LAMI NMYWAL .OBO' DUM0 BUTIGITE OR 7/18' AM SPACE SAM 9E MAXWUN 3/t8• ANNFALEO 4H HEAT sTRENmxEHED wASS 1¢Ar On1ENED GLASS 3/18' TENPERW GLASS l ts' NOM. SITE 145 6ao �.0 1 -1116" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME NOT • (INTEGRAL FIN FRAME SHOWN) A° A" & °B" DIMENSIONS MAY DIM. BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. r- °B° DM. °8" DIM. DIM. 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT2. 2. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FR WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A' AND °87 MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). CHANGED HS CAP TO IMP FOR 30' RULE I F.K. 1 414107 1 8 I NO CHANCE THM SHEET I K VENICE. FL 34275 P.O. BQX 1829 NOXOhSS. FL 34274 2 a 8 1 4244 dmFlaids j ILY NN 4f, k: N0.58705 P Z N W OO T, %• gl0NAL A P�f 58 05P.E. INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD OR FI I— .375' MIN. 2X WOOD BUCK OR FRAMING y EDGE DISTANCE .131" (1/8' X 2 -1/2' —L NAIL. WITHIN 2° Of .131° (1/8' CORNERS AND 5° O.C. X 2 -1/2° NAIL, .375° MIN. WITHIN 2° OF EDGE DISTANCE CORNERS AND 11 1 5° O.C. 1/4" MAX. SHIM 1/4' MAX. SHIM -+I r 2X WOOD BUCK OR fRARON6 I SEE ANCHOR i GUIDELINES, 1 13 SH 8 13 1 INTERIOR 1 -3/8" MIN. O O �O1 EMBEDMENT 11 18 ort 22 17 21 10 MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C —C NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET S. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. NO CHANGE THIS SHEET P.O. BQX 1529 NOKO- FL 34274 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT 13 MAx. ANGLED CORNER ASSEMBLY NR� 1a 22 WINDOW LYNN :k: *= No. 56705 HEIGHT �' �` a► L Or •• ITAI�o : �<v � A NSNS LLATION FINNED FRAME 17 21 %LUMINUM PICTURE MNDOW, IMPACT MAX. smta NTS 3 8 mm v a 4268.4 — D VISIBLE LIGHT INTERIOR OPENING SEE ANCHOR GUIDELINES, SHEET 8 13 1/4° 10 1 MAX. SHIM 1 3/8" MIN. T EMBEDMENT SEE 2X WOOD BUCK SHEET 8 OR FRAMING VERTICAL SECTION D —D 1/4" MAX. SHIM 1/4' MAX. SHIM -+I r 2X WOOD BUCK OR fRARON6 I SEE ANCHOR i GUIDELINES, 1 13 SH 8 13 1 INTERIOR 1 -3/8" MIN. O O �O1 EMBEDMENT 11 18 ort 22 17 21 10 MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C —C NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET S. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. NO CHANGE THIS SHEET P.O. BQX 1529 NOKO- FL 34274 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES PRODUCI.iiLYISED ANGLED CORNER ASSEMBLY NR� uI LYNN :k: *= No. 56705 �' �` a► L Or •• ITAI�o : �<v � A NSNS LLATION FINNED FRAME s`%NAI. � Mom M io P.E. P.E.# 58705 %LUMINUM PICTURE MNDOW, IMPACT PNL70f smta NTS 3 8 mm v a 4268.4 — D INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, — SHEET 7 SEE ANCHOR .... MAX. WINDOW HEIGHT W000 BUCK 1/4' MAX. SHIM SEE ANCHOR 1/4° MAX. SHIM GUIDE�LINES, ^ 2X WOOD BUCK OR FRAMING I 2 13 INS SH 78 13 l a l 10 SHEET 7 MIN. CONCRETE , 2 1/4' MAX. SHIM KSI PER :. ANCHOR TYPE,:o MW. CONCRETE KSI SEE SHEET :,.. PER ANCHOR TYPE, SEE SHEET OR t..5 5 KSf Z OR 1.5 KSI MIN. CMU MIN. CMU SHEET B M2X W000 BUCK 1/4' MAX. SHIM SEE ANCHOR 1/4° MAX. SHIM GUIDE�LINES, ^ 2X WOOD BUCK OR FRAMING I 2 13 INS SH 78 13 l a l 10 2 1/4' MAX. SHIM SEE ANCHOR GUIDELINES, SHEET B M2X WOOD BUCK OR FRAMING VERTICAL SECTION B -B SEAN ANCHOR 11 18 O 17 (� 10 SEE ANCHOR 7 GUIDELINES, SHEET MAX. WINDOW HEIGHT SHEET 8 HORIZONTAL SECTION A -A W CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 8 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 °. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. THIS SHEET )70 TECFWOLOGY OR - uvvrne.ararrwv rr.nrvvcar rrwrvrc N IS" ALUMINUM PICTURE WINDOW, IMPAC po. NOl OM FL 34274 pa°'W�r 'Z8 4 8 426!34 * ' No. 88705 moo'. Q T aL tl ,mow: s 98705 MISC INSTALLATION DETAILS GUIDELINES, SHEET 7 SEE ANCHOR SEE ANCHOR SEE ANCHOR SHIM GUIDELINES, GUIDELINES, GUIDELINES, FIN FRAME WITH SHEET 6 FIN FRAME WITH SHEET 7 FIN FRAME WITH SHEET 7 FIN REMOVED PER ANCHOR, SEE SHEET 7 INTERIOR FIN REMOVED FIN REMOVED INTERIOR INTERIOR 1/4" 1X WOOD BUCK 1/4° !� MAX. SHIM 1 /4" MAX. [ SHIM J MAX. SHIM 1 3/8" MIN. 1 L SEE ANCHOR •. EMBEDMENT GUIDELINES, SEE ANCHOR r:.. : °• : . e: SHEET 7 • r. •. ,' GUIDELINEE�7�77S -•��• ?+ ��.'"'' •.��.''''�. '� WIN. CONCRETE KSI 2X WOOD BUCK OR FRAMING 7 MIN. CONCRETE KSI PER ANCHOR TYPE, OR 1.5 1 5 KSI MINE CMU SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME EQUAL LEG FRAME EQUAL LEG FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE 1X WOOD BUCKSTRIP DIRECTLY TO MASONRY SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 15 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL 1 -3/8" MIN. 1/4" MAX. SHIM 1/4" MAX. SHIM EMBEDMENT I� 1/4" MAX. SHIM 1/8° NOM. MIN. EXCLUDING POINT 2X WOOD BACKER 012 STEEL 12 STEEL 1/8" NOM. MIN. 12 STEEL #12 STEEL 7.F- DRILLING SEL DRILLING SELI DRILLING SELF - DRILLING SMS (GS) SMS (G5) SMS (G5) SMS (G5) USE SAME USE SAME USE SAME USE SAME ANCHOR ANCHOR ANCHOR ANCHOR QUANTITY & QUANTITY & QUANTITY. QUANTITY & SPACING AS SPACING AS SPACING & EDGE SPACING AS #12 STEEL #12 STEEL DISTANCE AS #12 STEEL SCREW EX7EB14R SCREW EXTERIOR #f2 STEEL IIQR SCREW EXTERIOR (SHEET 6) DA APPROVED MULLION (SHEET 6) AS TAL FRAMING BACK LENGTH, STUD (SHEEP 8) zam STUD (SEE SEPERATE NOA) STEEL:- Fy-36 KSt MIN. {SHEET 8) ALUMINUM: 6083 -T6 MIN. .125" MIN. WALL THICKNESS ALL GAUGE THICKNESSES y 33 KSI MIN. .125" MIN. WALL THICKNESS (ATTACHMENT BY OTHERS) I8 GA MIN. FLANGE FRAME FLANGE FRAME FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) r1tODucrRT1im ALUMINUM MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL STUDZWOOD SUBSTRATE STEEL STUD SUBSTRATE a �omvly -Ad-m° t 11 -1 NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. M� a9ePmduaCa°u°I 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". 1X WOOD tftl itt! BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR `��4N{ LYNN Aq�4 GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING `� �.GENSS''• ;FQ JURISDICTION 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. -` * : NO.58705 -_ 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. J.J. 10/18/11 D NO CHANGE ilHS SHEET 0ee1�p° '.p0'•. STATED 107o rECHNOLOCY DR INSTALLATION FINNED FRAME ��; : FtoRfoP• �C�� J.R. 3 31 10 C R N. VENICE. FL 34275 tS �( ALUMINUM PICTUREMJNDOW IMPACT '�gSJONAL,%%0 NOKOMIS� 134274 toot: aeaa dnec A.l1 4Tt+�4. P.E. warm F,� °4� vlw7or JUTS s d e 42584 D ��.# 58705 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145° NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE iN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS W AND "B') MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. NO CHANGE THIS SHEET 70 TECHNOLOGY Dig L VENICE, FL 34275 P.O. SQX 1529 NOKOMI% FL 34274 Anchor Type Anchor Description Substrate Head, Sill and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1.4) Min. Embed- ment #12. Steal screw jG6) S�Ptne Anchor Type 1.378" 1 #12, Steal screw (tom StL Stud, flr 33 0.324° .048%180a #1$ Steel 0.324° "A° or "B" Olmenslon (In) #12 Steel screw (flby A38 Steel 24 30 36 42 48 64 1 60 67.875 #14, Steel screw (" StL Stud, Or 33 0001° Anchor or n Al 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 36 Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Head/Sl0 2 2 2 213 3 3 3 4 3 4 3 5 4 6 4 6 5 6 6 6 6 6 6 6 6 616 7 6 7 6 48 Jamb 4 4 5 41 6 4 5 4 5 5 5 5 5 5 6 6 5 5 6 6 5 5 6 8 8 5 0 8 6 5 8 6 HeMIS111 2 2 2 2 3 3 3 3 4 3 4 3 6 4 8 4 6 5 8 6 .8 8 7 8 6 6 7 6 7 71 7 so Jamb 5 6 6 6 6 6 6 6 6 6 6 6 6 6 7 6 8 6 7 6 7 6 7 6 7 8 7 8 7 617 6 Head/S81 1 2 2 2 2 3 3 3 3 4 3 413 6 4 6 4 61 5 6 5 8 8 7 6 7 0 7 6 8 7 8 7 67.875 Jamb 6 6 7 6 7 8 7 8 7 8 716 7 7 8 7 7 78 7 7 7 8 7 8 7 8 7 81 718 7 Head/SM 2 2 2 2 3 3 313 4 3 4 3 b 4 8 4 5 6 6 5 6 6 716 7 TT 8 8 7 8 7 _ E i5 a $ 72 Jamb 6 6 8 8 7 8 8 6 7 7 8 7 7 7 8 7 4 3 4 3 6 4 6 4 8 7 8 7 8 8 8 8 4 3 4 3 8 4 6 4 8 8 9 818 8 9 8 4 3 4 3 5 4 5141 8 8 9 8 8 8 9181 4 31413 5 4 5 4 9 911019 9 9 10 9 4 3 4 3 5 4 6 4 10 10 12110 10 10 12 10 4 3 4 3 5 4 6 4 11 11 13 11 4 77 3 12 12 13 11 x 3 4 3 7 5 8 5 8 8 8 5 8 8 7 9 7 8 7 9 7 81719 7 5 6 5.616.7 8 71617 8 8 9 8 8 1819 8 8 8 9 8 5 6 8 16 16:17 6 7 0 7 8 6 10 6 9 18.110 8 5 6 5 8 8 7 8 8 10 8 9 8 10 8 b 8 5 81617 8 9 11 9 6 8 5 ° Width and Height dimensions may be reversed to locate anchor quantities on the table. If so, the Head/Sill and lamb rows must also be reversed so that the longer dimension gets the most anchors. HeadiSM 2 2 2 2 3 3 3 3 76.8 Jamb 7 7 8 718 7 8 7 Head/35l 2 2 2 2 3 3 3 3 Jamb 7 7 9 719 7 9 7 Hea"111 2 2 2 2 313 3 3 86.3 Jamb 7 7 9 7 8 7 9 7 Head/881 2 2 2 2 313 3 3 so Jamb 8 8 10 81918 10 8 Hea"01 2 2 2 21313 3 3 109.7 Jamb 9 9 12 9 111019 12 9 Hes"M 2 2 2 2 13 3 3 3 120 Jamb 10 10 13 10 11 10 13110 Headf80l 2 2 2 2 3 3 3 3 128 Jamb 11 11 13 91 92 11 13 11 HeamSN 2 2 2 2 3 3 3 3 146 Jamb 12 12 16 12 13 12 15112 HeadfMl 2 2 2 2 3 3 3 3 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145° NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE iN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS W AND "B') MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. NO CHANGE THIS SHEET 70 TECHNOLOGY Dig L VENICE, FL 34275 P.O. SQX 1529 NOKOMI% FL 34274 Anchor Type Anchor Description Substrate Min. Edge Distance Min. Embed- ment #12. Steal screw jG6) S�Ptne 0.884° 1.378" 1 #12, Steal screw (tom StL Stud, flr 33 0.324° .048%180a #1$ Steel 0.324° . 0.125, #12 Steel screw (flby A38 Steel 0.324° 0.125" #14, Steel screw (fly) S. Pine 0.884° 2 #14, Steel screw (" StL Stud, Or 33 0001° _1.375" .048° /180a #14, Steel screw (fl6) Alum. 808378 0.389" 0.126° #14, Steel screw (05) A35 Steel 0.361" 0.12V 3 1 /4° Steel Ultracon 5. Pine 1" 1.378" 1W 410 SS CreteFlex _ 5. Pine 1° 1.378° 4 6118° Steel UOracon S. Pine I 128" 1 1.375° A" & "8" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. DIM. DIM. -► I T �� °B° DIM. DIM. \� PM701 I NTS 1 6 .1 5 1 42594 PttOAU4TR4Y[S$ll M& LYNN 41/ -/z * No. 53705 • �' $TASE�F � • �!: . O• ..FCORiOP � G?:. (4hht VIII P.E. P V. 58705 Head, Sill and Jamb Anchor Quantities Into Masonry (Anchor Types 6-7) °B' DIM. Anchor °A° or °B° Diammlon Qn) Aro Type 24 30 36 Q. 48 84 80 87.876 Anchor 6 6 7 5 1 6 7 5 6 7 5 6 7 6 6 7 5 8 7 6 ii 6 7 5 6 7 y 5118° Steel Ultracon Location* 1 �° 1° Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 Head/Sill 2 2 2 3 3 3 4 4 3 5 6 4 5 6 4 8 8 5 6 6 61 7 7 6 Jamb 5 4 4 6 8 4 6 5 4 61 5 6 6 5 5 6 5 6 6 61 5 I 8 b 5 Head/Spl 2 2 2 3 3 3 4 4 3 6 6 4 6 5 5 7 6 6 7 6 61 8 7 7 60 Jamb 8 8 6 8 8 8 8 6 8 7 8 8 7 8 8 7 8 6 7 6 8 7 6 8 Head/SIII 2 2 2 3 3 3 4 4 3 5 5 4 6 5 6 7 6 6 7 6 6 8 7 7 07.878 Jamb 7 6 6 7.6 8 7 7 8. 8 7 7 8 7 718 7 7 8 7 7 8 8 7 Headl3Ul 2 2 2 3 3 3 414 3 8 5 4 6 61617 6 6 7 8 6 8 8 7 Jamb 8 8 8 817 8 8 716 8 7 7 9 7 7 9 7 7 9 8 7 Head/Sig 2 2 2 3 3 3 4 4 3 5 b 4 8 8 8 7 8 8 7 8 8 _ 8 8 8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 76'8 7 8 6 Hea"1111 2 2 2 3 3 3 4 4 3 5 6 4 8 5 5 7 6 6 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/Sill 2 2 2 3 3 3 4 4 3 5 6 4 8 6 6 71 6 6 Q 8&3 Jamb 9 1 7 1 7 8 8 7 9 8 7 9 8 8 10 8 8 10 8 8 $ Head/SIp 2 2 21 31 313 4 4 3 8 614 6 616 7 6 6 Jamb 10 8 8 10 9 8 10 9 8 10 9 1 9 11 9 9 96 Head/SM 2 2 2 3 3 3 4 4 3 6 6 4 6 8 6 12 101101 Jamb 12 9 9 12 10 9 1211019 109.7 3 51 5 4 HasdiSN 2 2 2 3 3 3 4141 'Width and Heigh dimensions may 120 Jamb 13 1j23 10 13111110 be reversed to locate anchor Head/Shc 2 2 3 4 4 3 quantities on the table. If so, the 128 Jamb 13 1 11 '131121111 Head/Sill andlamb roues must also Head/SM 2 2 3 4 4 3 be reversed so that the longer Jamb 16 1 12 dimension gets the most anchors. 146 Head/8111 2 2 3 NOTES, 1. ANY ONE SIDE CANNOT BE MORE THAN 145' AND HAVE AN AREA OF MORE THAN 32FT'. 2. FOR SIZES NOT SHOWN. ROUND .l-P, TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A° AND V) MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. No CHANGE TMS SHEEr NEW SHFEr N. VENICE, FL 34275 P.O. eCX 1529 NOKOh9S, FL 34274 A° & 'B' DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "S' DIM. —� T DIM. ALUMINUM PICTURE PW -M I NTS 1 7 -1 8 DIM. �P1' °B' DIM. SR� 4%1111111, MIM Min. Aro Anchor Descrlpdai Substrate Edge Embed- Embed- Type Distance ment 6 1141 Steel Ultrawn 7 ,,81=7- w Block 1° 1.260 114° Steel Ultracon 2.7k Concrete 11 _ 1.376 6 114' 410 SS CreteFlex Hollow Block 1° 1.25° 1/4' 410 SS CreteFtex 1 °- - 1° 7 5/18° 3teei Ultras 13.35k k26 y 5118° Steel Ultracon 3 Sk 1 �° 1° A° & 'B' DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "S' DIM. —� T DIM. ALUMINUM PICTURE PW -M I NTS 1 7 -1 8 DIM. �P1' °B' DIM. SR� 4%1111111, i *' No.587D5 :��'•rA' S�TAT�E � '•CtI�: '�� •.,FtolnoP. 'G��.� '�SSt�ONAI.•``�• A L t Miktta� P.& r� se7o5 'UBSTRATE OW, IMPACT � Na 4268.4 D 2.784° .094° 2.500° I " " 1 1.1 .062° FLANGED FRAME O DWG NO. 6 253 INTEGRAL FIN FRAME O MAT'L: 6063 —T5 DWG NO. 4256A CHANGE THIS .970° I 975° .050° 7//16" LAMI GLASS BEAD S MAT'L: 6063 —T5 0 DWG NO. 4255 .346° —►I �'+— .975° .050° .974° .047 1 -1/16" LAMI I.G. GLASS 8EA0 I INSTALL. FASTENER COVER tt MAT'L: 6063 —T5 IJ 13 MAT'L: 6063 —T5 DWG NO. 4254 DWG NO. 4224 ITEM DWG 0 PART P DESCRIPTION 1 4266A 64256 Integral in frame head, sill & jamb 2 4253 64253 Flanged frame head, silt & jamb 7 1155 781PDX #8 x 1 Quad PH SMS stainless steel 8 Schnee- Morehead SM5504 acryl -r narrow john sealant or 10 4255 64255 7116 larni glass bead 11 4254 64254 1- 1 /16laml I.G. glass bead 12 1224 6TP247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener omw 14 Dow Coming 899 glazing sealant or epuWent 16 Dow Coming 995 silicone structural sealant, black 7116" lama glass: 3/16° annealed -.090 DuPont Butacite or 17 Saflex KeepSafs Maximum PVB interlayer - 3118" heat strengthened 1411 W' lama I.G. gias:c 3/16" heat strengthened outboard - 18 7116" airspace - 3116" annealed -.090 DuPont Butecite or Saflex KeepSafe Maximum PVB Intedayer - 3/16" heat strengthened 20 4262 64262 Architectural comer key 7118" Iami glass; 3118" heat strengthened -.090 DuPont 21 Butecite or Saflex KeepSafe Maximum PVB interleyer - 3/16" heat strengthened 14116" Iami I.G. glass: 3/16" heat strengthened outboard - 22 7/18" airspace - 3/16" heat strengthened -.090 DuPont Butecite or Saflex KeepSate Maximum PVB interlayer - 3/16" heat strengthened P.O. BQX 1529 NOKONS, FL 34274 4LUM/NUM PICTURE WINDOW, IMPAC "t mf I mm 1 8 - 8 4204 \ \" LYNN Iy. "11,� 0• � \GONSE•' t,&'Q* i /r No. 68705 r Q� co P111, i��` SS10NA4 A710; tJ tOUW \KE. P E# 58705 MIAMI• MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOAH .vW.v.miamidade.eavinera/ PGT Industries 1070 Technology Drive, North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the-expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact- Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dada County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 90A # 10- 0819.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 PGT industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact - Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/2$/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A -1 thru E -1), dated 02/28 -11, and addendum letter dated 05105111, all signed and scaled'by Marlin D. Brinson, P. E. (Submitted under previ ous NOA #1&0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC -2007 and FBC -2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10- 1070 -R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and ' ing on 05/26/16. 4 KaOuRej Perez, P.E. Product dqnt Al Examiner NOA No. 11- 0927.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 E -1 SUITABLE FOR ALL LOCATIONS REQUIRING NON- IMPACT OR LARGE AND SMALL MISSILE IMPACT - RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPERAND WIDTHFORVIRIMAI.MULL MULLIONS / -� SEEM) — AM 8HMET8 23 iii �/ ��♦ slsAT O, ATM O, - - -- II MULL LEN m II /SEE DETAILS L HORIZONTAL A•O.O.tB MULL BHEET823 LENGTH HOR =AI MILL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: '1 Lraahi=GTH I'- f-- oPrRUINOm�10TH ----I o HFOR ` HEI � LENGGTH L SINGLE MULLION SINGLE MULLION "1 SEE CORRESPONDING DETAILS L FROM FIGURE 1 ABOVE. a HORIZONTAL SHEOHTAILE, N LL -SHEEr3 FENESTRATION PRODUCTSMAY -BEOFANYTYPM MUST BE MANUFACTURED BYPGT. j ^NORM MULL LENGTH--j GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS *FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS, BUT SHALL NOT HAVE A GAP OF MORE THAN IW FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U780. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL- 8443; ELCO ULTRACONIAGGRE- GATOR•NOA'S. ANSIAFBPA NOS FOR WOOD CONSTRUCTION: ADM ALUM94UM DESIGN MANUAL 8) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE.APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH POT - APPROVED FENESTRATION PRODUCTS HAVING CURRENTAPPROVALS. 10) MULUONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. DR VERTICAL W- RVEF mDTN PORVERTICALMULL MULTIPLE MULLIONS INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT 0J381FTP) FOR THE OPENING USING THE ASCE -T STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS °RECTANOULAR° OR MUANGULARRRAPEZOIUW. GENERAL NOTES_._._. 1 INBTRUOTIONB......- 1 ELEVATIONS_....... »_ 1 MULL TO 2X WOOD- .- .____. -.- 2 MULL TO 1X & MASONRY—— 2 INSTALLATION NOTES 2 MULL TO MASONRY----- 3 MULL TO STEEL STUD. 3 MULL TO MULL............«... -3 ANCHDRSPECS. 3 ALTERNATATE CUP8„-....-..-_.,...4 BAY MULL 84SlALLATION_.- _.....4 1 X 2 x.128 MULL SPECS- .- __..„8 1 X 2 X.378 MULL SPECS..-- ......8 ,X278 X. MULL SPECS... »_...7 1 X 278 X.88 MILLSPECS- „..„„„8 1 X &128x.888 MILL SPECB.__»8 1 X 4X.128 M LLSPECS-10 1 X4X.378 MULLSPECS._.- .--.11 1.28X &1S6 X 2M MLILLSPECS -12 2 X 4 X 28 MULL SPECS 13 2 X 8 X 26 WILL SPECS......_ 14 126X 2.11 X.126 MILL SPECS. -. 16 30° X 328 BAY WILL SPECS«»..... 18 4F X 328 BAY MULL SPECS --17 MULLION &CLIP DIMENSIOINS. -.-18-0 EXAMPLES 1 & 2 . -«..21 LOADING EXAMPLES-22 III- 4) I= THE CHOSEN MULLION'S MULLION CAPACITY (L881F1"1 FROM TABLES 1A THROUGH IM ON SHEETS 6 THROUGH 17 P PRODUCT REVISED RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING a as compift with thaFlo�s VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY "SIM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE B BMA co& REQUIREMENT &BS1FM FOR THE OPENING OBTAINED IN STEP 1). A OI(o 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED O.BSL THIS B BY VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FILL " "tittlf MULLION CAPACITY. \ \\0� \,YNN S) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE \ AWCHORISUBSTRATE /ANCHOR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED . .• �ENSS •., P �� ANCHOR CAPACITY IS MET. J J )C 7) IF THE MULLION CAPACITY "SIM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIfiEMENT ILBSffT°) i is No• `68705 ; FOR THE OPENING, YOU MAY USE THE ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY - - a--; DETAIL A.' MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) Lg MU LM assliEm 18-90 FOR H= ummm EDW DISTANCE 8CEM F .W VM FOR ALLMULLVM OY= SIDE VIEW FRONT VIEW INSTALLATION NOTE$. • 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSM OR STUCCO 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR 70 ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HE)(HEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL Ci SHEET & 6) FOR MASONRY APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI -DADS COUNTYAPPROVED ELOO t ;LTRAN OR ELCO V4* S.S. AGGREGATOR MASONRYANCHORS. DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) 1414 . * �4 EXTERJO�R DISTANCE RONNIE I UN 17 EW CONCRETE OR CMUI �'i E DISTANCF, SM696TAB= EDGE DISTANCE 16408 RRMASONRY CHORE LU < SIDE VIEW uj Fs oFFSETMUu Z z 0 r-: p- SEE TANES15400 BUCKSTRO� AND et. ATTACHMENT sw-ml. NOTE 1. MIN 2.7 KM CONOMM OR CMU FRONT VIEW %W11117-1, ,v No. 58705 OF '6 ALOR0 .......... alo P,\. &W i P.E. Fl. RE# SS705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) MTHERTHE STAN MRp OFFSETMUIL CLW MAY O INSTALLED BY THIS MSTHOD. EXTERIOR o a' 4 EDGE DISTANCE v . FOR MA80NRY ' MIN 2.7NSI CONCRETE OR CM FRONT VIEW s INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PAWHEAD, HEf(1EAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL. SEE DETAIL C. 0E;ET 3. 5) FOR MASONRY APPLICATIONS N MIAMI -DADE COUNTY, USE ONLY MW AI -DADS COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. DETAIL E: 1 Iza Mw MULLION TO MULLION INTERSECTION (U -CLIP) NOTES: 1) MAY BE INSTALLED IN `TEE" OR 'CROSS' NTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS. SHEETS 18-20 FOR CORRESPONDING MULLION. &> -'-� -A EXTERIOR sm sHEETS 18.10 FDR HDLE LOCATRW EDGE DISTANCE SEEUSUM 1Bd(a SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CUP SH TYP. ANCHOR PERSUBSYM SEE TABLES I USE WOODANWOR SPECK NOTES: 1) FOR 2X WOODaACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 617, FOR QUANTITY OF SCREWS. SIDE VIEW In! ` is . No. 887005 %�P �• TEOF AU A. LY4 MU'R P.E. FL P.E.# 88708 DETAIL F: FIELD-MODIFIED MULLION CLIP (F -CLIP) 8ES DETA18A-E. SHEETS 2 AND FOR INSTALLATX21 TOSPECIWC8U8$TRATEB SIDE VIEW 8H0WN WITH rxa•X.12W MULLION DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) O O O O TOP VIEW rXtPX.12M' ANGLECUP. -2 PER MULLION END, MUST BE UWALLED 21ffiDE OF MULL DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) W OR 43' SAY MULL } 0 0 O O TOP VIEW s G -:6 2'XB'ANGLE BE _ Dat INTOW=.BTEEL, STANDAROCLIPTOSE EXTERIOR OR MASONRY ALUM CMU OR MASONRY MODIFI®04-FED, . EXTa"m No Ot�� ®`� ' PRODUCC RBVL96D FA�yA}LD�� -fir r 'E9�. F g �s� wQwFJmi� ®I� A 1 ® ® LUM. CMV OR N 1 BCE O A wpm r DISTANCE SY PER ANCHOR sm- P✓RNIC OR NOTES FOR INSTALLATION OPTION G & R `1\� 0�1� 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 128' X 211• X .120" MULLION. 2) DE IA SEE TABLES 1 &116 FOR ANCHOR QUANTITIES AND SHEETS 1 &20 FOR HOLE = k ISa `a8T0 2) SEE TABLES 18-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. ^ -O •. OL t X111 Lit Z 3) DETAIL H: SEE TABLES 12B OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR t>F Nk- 3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. HOLE LOCATIONS. �:�p '• A P &JONA� - A. L Y W MILt.ttt, P:E. FL P.E.# 58706 TABLE 1A NOTE. FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: 17* IF ANGLE CLIP MUST BE USED IN PARS. FIGURE 4: FIGURE & FIGURE 6: ♦ • 01 H . TABLE NOTES: Mu81on Colmitif Table PRODUCTROWSED 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADINa opening Wh (81(for - &- all"mutgrmAo9)0r ningHeight (tar t QysAemdngmuMm) tow B.14. 1- 1� 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE gain ODIn min an in • 2,0ov gain t0o01 120 in LYNN 1401n Isom YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALT. BE 6083 -TS AND BE A MINIMUM OF.12V THICK. STEEL STUDS TO BE A MINIMUM GRADE 1 3t2x.128 Reotmt� I.=" Tarpffdta1z I.eadinp Wer Loaft TM#Tdetm. I. a ttp ReoWnrAer I-" _ I T"IYA • Loft R461angefer Low ft I Tre(didetl@. Low" ReotetpWer L48dktp TreWTftV. Loedtn8 Reetenplder Loo t9 I Tmp?detq. L ft R -wreww toaft I 7WTdm L0ft Redmvuw Lwft I Tlewnw-p. Lomem LoafIItg TmpTd z Lwft A. LYI� MILI'E\R, P E Ahm bg Mu01on FL P.E.# 687 42 In 1118 408 128.8 8T! QUI 408 1188 978 7 &0 408 107.8 321 8 &8 408 10A4 319 0&1 4W 104.0 318 SU 408 104.0 318 48.8 403 104.0 310 39.9 408 104.0 318 8&0 40B tOLO 318 48 in 74.9 312 4 &S 250 82.4 312 79.4 282 698 312 87.0 248 4&8 312 832 246 418 812 81.3 244 578 312 81.0 246 312 312 01.0 244 25.5 312 61.0 244 25.4 312 81.0 244 60.825 in 8 &8 281 7a8 234 632 281 818 1 728 4&8 261 1 8&7 224 3&8 281 821 222 968 M 511 220 91.8 281 49.3 218 20.6 261 49.3 219 1 228 281 4.3 219 20.0 On 4 &8 219 84In 82.8 247 57.6 2V 43.9 247 48.8 '202 37.8 247 44.8 188 328 247 41.8 188 292 247 3&4 184 2 &9 247 3&4 183 21.0 247 9&1 193 188 247 3&1 193 18.4 247 8&1 185 r� 60 to 3&4 ?DD 412 170 328 . 8&4 186 27.4 ?00 31.5 105 240 200 2&9 180 21.3 2W 27.1 159 19.2 = 2.8 187 1&O 200 2.0 186 Sin 3&1 181 3&3 9th 27.6 151 30.8 152 25.7 181 288 149 29.7 181 248 148 18.4 161 22.8 144 1 &S 181 21.7 143 08In 76.6 188 90.8 742 24.0 10 2&1 198 2 &8 180 2&1 738 1&0 188 21.0 134 72In Tit 139 23.3 110 188 139 %9 118 t &9 198 tt.8 118 78 in 1&8 125. 19.7 109 1 &7 128 1 &8 107 78 in 178 118 102 109 TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: An�torCopacBg Table ps) 9 27kCMWd* &SkOom Hoffmcmu Fftd= PTwood mew ANCHOR CAP.,„,,,,,} ( O m)X�MULLIONCAP.m,„,} ° ANCHOR CAP.- Amhorlypm WIVEIWIJa� ArohorCupPa1 tw Ow UmaWtt �1S Etta ffit8•000 U8reapl t 7/4•I7eo lOtteoat 11'68Effie 8116"EWO 174°88 Mw #10$W 812&& WSW AWeaetm U91=1 A=WftW ftmMlsoWPM ftm(05) _ USE THIS TO OBTAIN T EANCHOAN Edee Onk r 2.111• r 2-1Pd 3-Im P 2-IM I. 2.11r r 3.115° r &4r &84° &32r YREOUIFORMULA Emeeameet On lair I-w tat4• I-wr r t -vr t -tK 1-vr 1 -14• 1.114• 1.114° r late . 7.316• (eee tmte4) ACTUALPRE8SURE REQUIREMENT FOR THE aAlronaol@a7s aa/f3tsWmdor p(pplg man 380me 4NIbe =We 1444 me 27ame 1 u 369 740 Om 40ros 684 me 11420* t 4�vm ems OPENING, WHEN IT IS LOWER THAN THE MULLION 4A ®1.1846n. O.a /t31end6td (arO6e��P(F1p. �: 4600» TOamn WA WA WA WA 380 ms WA WA WA WA WA 862 me 8401be I= On CAPACITY (FROM THE TABLE) OF THE SELECTED a Aadmlq ®s SUn. O.a 1() 2K5Agfe OIp$1(Ft9. 4k 740b. mrm eeo me IBM m6 low 6n 640 me OM Me WA M Ibs sea ms eeo me 2364 me W2 H. 840 me 1120 me MULLION. IT WILL YIELD A MINIMUM ANCHOR 2Armhm E20A5' Mln. as 1 Ud'80. tmo t/a^ Akm, (F�. WA WA WA B9A WA WA WA WA WA WA WA WA 14tA WA 718 me CAPACITY WHICH MAY BE USED TO QUALIFY tAnobWIF40P(Ftp.5g 198me leg 226 [a 4456m STime 138me 14o on 177me 379 me 234W 332 the sm09 tame 2fome 24ome ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhve ®1.78.7An. O.CJ F b(498. e): 240 me same tdtA wa WA WA 190 me wa WA WA WA WA 32501c 420 &w eeo me ANCHOR CAPACITY TABLE. NOTE. FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: 17* IF ANGLE CLIP MUST BE USED IN PARS. FIGURE 4: FIGURE & FIGURE 6: ♦ • 01 H . TABLE NOTES: PRODUCTROWSED 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADINa as comPIyb31rUh tha Fiala SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. tow B.14. 1- 1� 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE Bxobm*u pop 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 13.20. BY ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD 2,0ov 1 t f I t t \ i ! FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 126° LYNN CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-M. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALT. BE 6083 -TS AND BE A MINIMUM OF.12V THICK. STEEL STUDS TO BE A MINIMUM GRADE I 33 AND .C45° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1° X 7 X .126° MULLION LEAST. 128' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL - ._..; - t7t II= r7l '� ��: fLOR \OP • i��SS�ONAL A. LYI� MILI'E\R, P E FL P.E.# 687 TABLE 2A Murton Capacity Table Openblg WId81(forvetOca*spanNnp mum0ls) or Opening HelgM (tor Iw+t- b'"pemdfg mumons) so In 601, 701, BD to 901, 10O N 1201, 1401, "a In Ix2x.375 Roatolgdn L�9 TblptNag. Lwft Lcoft TtaplTAmp. L-a tm R=Wro r Los" Tt9P7doro We" Pied War 14sma9 I TmATd- Lowft g- 899 T19pf -M. L-ft Raof8n9Wm Laro T®PA69tre• Lie R-WOW Lwft Tt grftw L=ft liaote09w Loamg TWTOM Looft ftdm lm Losatt8 M- WitWq• Luft If t 1 1 111 1 1 f 1 1 11 11 1 h 421. 820 1709 436 181.3 682 170.0 470 128.7 888 170.0 606 1133 688 188.8 518 682 16&9 617 80.8 682 "" 817 7i7 802 168.9 817 80.8 688 186.9 517 S&7 882 18&9 517 48N 807 18&0 419 101A 807 118.2 410 $a$ 607 10&7 406 78.0 607 107.8 388 JR 607 98.8 397 80.8 607 89.0 388 MY 897 00.0 398 43.4 607 9&0 3W 363 807 88.0 398 60.626N 58 714.8 378 88.4 458 99.9 371 74.1 488 803 889 80.6 488 80.8 380 486 81.8 367 81.8 188 80.0 368 432 4m 80,0 986 87.0 466 8&0 386 324 4� 80.0 3W 64 14 00 93.9 13U10 938 712 400 80.9 328 81.0 400 72.7 372 8 &4 400 �.3 318 490 80.0 318 427 400 822 31A 36.8 4W 81.8 313 908 400 81.6 913 �.7 400 89.8 913 601, 24 e&B 276 879 324 87.6 27D 44.6 929 612 284 98.9 YM 4&8 280 37A 410 257 31.1 824 12.0 288 26.0 324 4&5' '�9 222 924 403 263 193 714 40.6 263 �c 64N 94 57.4 252 44.8 204 492 246 3&4 294 43.8 241 38.8 266 39.8 237 284 87.1 234 283 284 352 232 224 204 3 &6 230 192 284 90.4 2 80 230 88In 46.8 2W 30.0 269 424 225 39.4 266 373 221 262 268 84.1 218 268 319 218 23.4 288 2&6 212 1 &6 268 28.0 210 1 &7 268 277 219 MN 716 S7.9 198 30.0 225 322 101 2i7 228 28.4 968 22A 226 2" 186 716 23.6 182 18.0 226 22.1 180 t&0 225 2L3 177 178 225 1&6 178 W204 178 78N 02 32.0 177 28.5 202 272 179 21.9 202 x9.9 170 192 202 21.6 167 202 1 &7 165 18.3 202 1 &4 189 1211 '102 1 &7 780 1 &9 202 189 158 188 781. 192 28.8 186 2S8 192 26.1 168 202 182 220 182 17.7 182 1 &7 188 16.7 192 1 &1 167 142 182 1 &6 168 11.6 182 162 160 1 &1 192 14A 180 160 801, 744 1 &0 128 16.4 t44 1i1 128 1. 977 18.0 119 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA* MohorCupacfty Table (Ibe} ( ANCHOR raP.,�,,, (DP-) x(MULLIONCAP.,„ -) ANCHOR CAP.- USE THISFWfMULATOOBTAINTHEANCHOR USETHT FOF44ULATOO TAINTHE ANC OAN ACTUAL PRESSURE EQ REQUIREMENT FOR G TO OPENING. WHEN IT ISEOWREMENT THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO CUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. AndcrClpPowule S & &a c4 low PouOC74u o06 mew AtmhOr 3it6 0mUmm6S ttrmewro6on stir ow lAtroan 8n5`El..Lmmom tic ONubwm lir80Elm AgBro(3aW WWt8vo lmte00I1 1i4'SSEIoo ApptaaeU7 Hoafmd 9erosi08) 612SUM tl6tas(pC8 0129tes1 8aen(a8) Edwin fel ft r 2 -vr 1. aarr 3.10 r 2-vr r 2•ua r 3.1w r &4s' aw a•71a° Embetltnet0 lair 1.14` 1.814' 1-w r 1 -iir 1 -vr t -174• t -tir t•1ir 1 -1r r t-w tare' e9s1mt64) .2Anrmma 4.78' ISO. QQ I VAW n woftE1 QEH" man 390@6 435 Do 8809» 1 von* 2m its 334 um 740 ms 4568s 6s4 RS 188296 9268s 420166 BBO tls 4 Arrows Q 1.18` M1.. Q0. 781,mma (a'05601y QJP (fig. 4 480Ib0 700 ibs WA WA WA WA man WA WA WA WA WA Gnu. "Oft- 11201De 4 Amhm4 W WL QQ ( Pal 2s8AVV9121ps T OU sx Mile 78080 880ms 16m1:s 188816. 640UM MOP. WA 760 ft 9361bs mas �8s 8621h. 840m. IMMS 2 Amf=s ® 0.46' Mtn. QC.7 LLOOp. Bm Ur A8m WA WA WA WA WA WA WA A WA WA WA 18A WA .WA 718 me t Atro8m7 F4;9P (Fl&" 195 ON 188Jbs 220 m. 445 me 822166 136 ms 14o ms 1776s slam, 234166 892 ms 891 tts 163 us 210 ltre 29D m. 2Amimt. 0 1.W Ma O.Qi F•08P ft 6): 240 ms SWUn NA WA Wn WA 110 me WA WA I WA I WA f WA I Mils I 42DibS Mile NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: GURE 2: TABLE NOTES: • • • I 18 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. O O • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 1-9 • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE & mo 1111 • O • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.86. ALUMINUM SHALL BE 6003•76 AND BE A MINIMUM OF.12V THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THKSK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . 126• THICK AND A36. ALL ANCHORS INTO METAL SHAT EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 4 i r i 12! llii66ii6/, �"%" "xV x:'JpENS� * No. 58705 zf 1`4, TE All '�S�S��lOtVAL A LYNI(i tiAl( L�R, P.E. FL P.E.# WM TABLE 3A Muilon Capacity Table Opening llifldtb( 1orlw6cellpaFa AuulRmre)orOpen He lit(forhoftr4 dy- 8pennlrg nvAons) 6001 so In 7001 8010 8010 10010 120In 140 in 16010 18276X aeo9uguly La� Leasm a toaft•W TialVOietq. Loadbo ReeWpllier T7eyRWA. Reaxngetar TtepR89n0. Rm1011AtVrr Trep/T1WW. a Tteplraen0. ReGangllvr T7ep/Mmg. t4eaten9Wer Tmp1TM1g. '41a7T"'ka. .376 AWm. Lmft L0a00m• Laaft La�9 Lad,LW�g�•ffi tml0,n2 L� 421 {,mallmg tomnne••g t0a4m}•! Tube MniltoA g �Lg+• g$g 8 $ $ t�$1+Laeft py¢Looft CS I I U I tZg !3 ti 6 I f3 gg R 15 1 tSg t7� U @ B iT tag ti Og §g d 42 In 170.0 820 V8.0 438 170.0 744 170.0 478 170.0 868 17&0 808 17&0 997 170.0 818 170.0 1118 170.0 821 17&O 12x0 17&0 621 14&7 1301 170.0 821 127.8 13M 17&0 621 111.8 1301 170.0 821 4810 170.0 709 170.0 624 170.0 880 170.0 884 170.0 982 17&0 830 17&0 1193 170.0 881 181.8 1139 170.0 877 13&8 1138 170.0 680 11&9 1139 170.0 635 87.8 1139 170,0 680 8&4 1139 17&0 880 8092801 17 &0 747 17&0 883 17&0 we 170.0 631 /W.e 1032 17&0 884 14&e 1022 17&0 729 130.0 1032 170.0 747 117.4 1032 1700 788 97.0 I= 1TOA 768 89.9 1098 170.0 788 7&4 IW2 170.0 788 6910 17&0 707 170.0 612 181.3 807 1709 891 798.2 007 184.7 730 12&9 807 1828 720 107.8 807 1480 714 98.8 907 141.1 710 8&8 807 140.0 708 6 &1 8W 140.0 708 8&6 907 140.0 7W 60N 141.1 736 161.6 626 117.8 738 190.3 617 100.8 796 11 &0 608 8&2 738 106.2 890 7M4 736 083 663 70.8 796 88.1 878 8&8 735 91.8 874 GOA 788 91.8 674 M.1 735 91.6 874 g, 6310 121.0 835 1300 670 1013 888 111.6 887 87.0 688 9 &8 $a 782 = 9&1 87.7 BM 8&9 897 809 888 me 829 80.8 888 7&8 821 4&8 m 7 &8 621 8&1 888 78.8 821 �7 C 8801 708.0 807 1124 622 883 807 98,1 611 7&7 807 8&0 801 88.2 8W 77,1 889 807 713 468 890 807 879 481 442 807 89.4 478 979 807 827 474 98.1 807 827 474 7210 81.6 810 35.8 443 6&0 810 73.0 434 882 70 843 418 81.0 610 87.0 46.4 610 830 413 409 810 80.0 406 340 810 4&9 402 2&2 810 444 3M 269 810 442 335 1i�aa 78 in 88.4 469 728 400 57.8 468 61.7 382 4&8 468 64.1 388 4&4 435 4&8 96.8 435 443 373 94.7 488 N9 986 2&9 488 97.7 382 24.8 468 3 &0 9p 27.7 4� 3 &T 98B 7841 842 498 67.0 381 833 496 683 373 460 438 486 M 4&1 498 447 96.7 436 409 386 321 436 3&1 381 299 438 344 944 =9 438 328 341 2&1 436 322 910 1910 200 948 327 36.4 286 20.9 97! 313 260 28.1 327 289 ]419 292 327 2&7 271 2&9 817 13.7 268 17.4 927 21.0 282 140 927 1 &9 288 9810 7 2&7 267 299 282 20.8 287 26.0 248 213 297 23.1 7 &1 ffi 2 &8 240 172 287 190 237 14.4 287 1 &8 292 10801 MW4&1 206 202 227 20.8 351 17.3 227 1 &0 198 111 in 194 t &6 216 1 &1 791 12010 187 TABLE 3B ANCHOR CAPACITY ADJU$TMENNT FORMULA. A1rct1 Te41e (Ibe) ANCHOR CAP.,, ,,, elmpteta 2 ( D�) XtMULLIONcANCHORCAP.,w k camacly &atCOno a4u Fmm'42uu 1>Tweoa uam ( A7x0uT7g0 3114 EmotAlt4eon 114.87eo t1R12�11 3t18•EIoo Lim= U4Em0UU7eatal u4 so mm Invsm lie assro #10 MW 012Steel 01261eM _ AIICOwrCIp P9IeAla tMr�n A887e0eW 719 Wo Apptettette GO" (048 ftw gm Sanee (048) USE THIS FORMULA T OBTAIN THE ANCHOR EOFDWa M): r 2 -1PP I- 2.11.- 3.118° 2.1M r 2 -1M° T 3,vr r &48• &64• M32C TO AN E7n6aimm0 1314 1.614• 7-.-4 1•&4° r 1-U4 1.114 1 -114• 1.114 1.114 r 1318• 1319' (eeenme4) ACTUAL PRESSURE REQUIREMENT FOR THE 2A1xha9 ®4. n. a/ W 121p (Flg. 390 M. 3596» 890 ms 13449» 290 ux 384 an 740 ms 4866» 684 We 1182 328 420m4 69060 OPENING, WHEN IT IS LOWER THAN THE MULLION 4At10Ima 1.16.lam. ar- r 5-MUCWa(or Oa�) C9effq. 2k 4eo� 760 me WA WA swft WA WA WA MA wA e61me 8409e 1120 ex CAPACITY (FROM THE TABLE) OF THE SELECTED 4 Amlmx®3•M L0.ar Zee A11ye COps109y. 8): 7808» 780 one 168010e 18Mme Swam WA 780 ibe 9360- 350 toe 23860» 662 mn eam7 11200» MULLION. IT WILL YIELD A MINIMUM ANCHOR J.A 2Atroh0le ® &48.88n.O.a 1 u4mp. mw V4 A101& M 4): WA WA WA WA wA WA WA WA WA WA WA WA 718 m9 CAPACITY WHICH MAY BE USED TO QUALIFY :WA l anmrorlF- wp(�179. 1e6 m3 1e61b9 445 on 6rtme Tao IW 17rllx 9mim 2aa mn 3926» 6916» 163 nx alo ux 235 nx ADDITIONAL ANCHOR OPTIONS FROM THE 2M00ox 1.18' 99n. as F•�ip(Fl8. zoo ms 350 on WA wA 100 me WA wA WA WA WA 3269» ago me 680 px ANCHOR CAPACITY TABLE. rvu I r: rwt 1 me vrralc 1 uw, vor. 1 nr 41Amr. ANUHUK VA I I ERN AN77 ANUHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: 0 110 0 FIGURE 3: ♦ 0 • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE & FIGURES: ♦ 1111 ♦ 01 1111 • 0 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, SEE SHEETS 2.4 FOR GENERAL. INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 180. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.21 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C.90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN BG OF M. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.12r THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04W THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL i ,Te r •1 � r 7Ltq� Wllillllly No. 58 705 -• �STA OFI� /ASS /ONAti- E�'�'�� A. LYI(1�) h4(L'LER, P.E. FL P.E.# 58705 I TABLE M Mullion CapecItY Table Opening Width (fbr119r6m*spann1rq muMom) or Opening Heighttbr ho IwnIa*spaesArlg apAc re) 16k Com Go In so In 7014 86M 90In 1m 1n 7201n 14001 too in 1xZ711x Low Tn,"- I-" fWMWW Lwft I TsWTtit9 L-ft Reattder UaftgCC Tte#VM Laedbt9 RB0611gda Uaetdnp TtWDIa9 Loaft fta"u* Loedre Tm77Tderta. Lw tgf R- WraWet 1af9 I TmWrdw1a, Lot07g Reamgdm 1.mrlNB Tregr6tw. Lmft RealapWaz LaS&* Tepfitmg LWAV RwWnMAv 1443tg 'rmWen1 Lmdkp 860 Atom. Tube Mullion i mw aer &x24" Embetlmerd 8n. 1414" 1+YP 1.N4" 6� 11- 1 1 -114• 1 -114" 1 1 -114" 1.114" 111 r 1-x5 b995 tateq 7 a3 FEW Sam 0. 1 cr exp tk 2090 99000 a� 880mt 184400 27(100 290 00 30400 7401ba 46890 664 On 116280 320@8 490 421n 17&0 670 770.0 438 170.0 744 170.0 476 170.0 868 7740 � 17&0 992 170.0 8t9 17x0 1118 IMMO 821 170.0 120 170.0 821 17x0 1488 170.0 �1 18&7 1620 170.0 821 13&8 IBM 17&0 821 WA 48 In 170.0 708 170.0 824 77x0 8W 17QD 884 1700. 992 17&0 890 1740 1133 1700. 687 17x0 1278 170.0 877 170.0 1417 MO Bee 141.7 1417 17&0 8W 121.6 1417 1700. 80 10&8 1417 170.0 BIG WA 8UMM 1700. 747 17&0. 683 170.0 ON 170.0 eat 17&0 1098 170.0 684 170.0 1198 17&0 713 182.8 1286 170.0 147 14&3 1286 170.0 788 121.9 1286 170.0 768 104.6 1268 170.0 786 01.4 7288 17&0 7m 54 In 170.0 797 1700. OU 17MO 0m 17&0 891 170.0 1116 170.0 764 160.7 1130 170.0 am 193.9 1130 170.0 037 120.8 1130 1700 880 10&8 113D 77&0 887 9&1 1130 170.0 881 78.3 1130 170.0 881 800 170.0 8th 17&0 701 14&6 618 1823 781 778.8 918 144.6 748 10&9 918 132.3 738 07.0 916 123.9 728 87.9 918 1118 720 732 018 114.4 716 828 918 114.4 716 84.9 818 114.4 716 83 In 181.8 830 181.9 710 1286 89D 138.0 894 10 &8 &90 129.2 881 94.9 890 1122 We 84.4 OW 104.0 882 7&9 830 00.4 BBB 83.3 830 94.8 849 64.2 &10. 94.1 848 47.4 NO 04.1 899 68 b1 1321 767 14&0 6W 140.0 767 110.8 ON 94.5 787 108.8 624 820. 707 B8.1 614 73.4 707 ft1 808 0 &0 787 842 000 m.0 767 7&0 893 472 787 70.2 691 41.3 767 782 W1 721n 101.7 838 1010 862 84.8 888 91.0 DO 727 Bm 80.1 840 026 em 722 621 809 638 889 614 60.9 030 829 6m 4M 838 67.2 600 30.3 638 60.3 497 39.8 6m 682 497 a4 i 7610 8&8 871 9 &4 400 721 87f 78.8 468 1 87.4 470 84.1 671 eO.B 471 4&0 Br1 68.6 464 432 871 81.8 40 990. 871 47.0 481 9&4 671 44.8 447 27.0 M 44.8 448 78N 020 892 8 &4 474 6&7 897 70.8 486 87.1 842 821 40 MC 842 8&7 449 44.4 842 81.0 412 40.0 642 47.6 437 39.3 842 429 429 2&8 842 40.8 428 28.0 B42 4.1 423 0010 621 4W 83.7 381 4&4 407 48.4 368 372 407 99.8 349 926 407 36.3 349 2&9 407 511 996 280 407 20.8 394 21.7 407 28.1 327 18.8 407 24.1 372 16.9 407 23.0 319 mN 428 9m 44.1 810. 36.0 368 972 314 $0.7 380 824 WO m:8 388 218 304 23.8 860 2&1 3m 21.0 388 24.0 206 179 388 21.0 280 1 &3 388 192 704 train 30.1 283 W.8 286 2&1 289 25.9 281 21.8 283 22.8 247 11B 283 19.0 244 10.7 209 110 20 1 &1 M 189 287 11114 27.8 29 28.3 242 211 287 288 288 19.8 207 m.8 29S 17.3 2.87 1 &9 231 114 287 116 228 12031 220 778 229 2m 119 228 118 205 10.7 220 782 202 TABLE 48 Anchor Table (on) Subtdtat« 279 Conaeu 16k Com Hdwcr3U I 19894 emu FT Wood mew AncharC8p Patter0 Arn4a x156tmUnm 1w Etc* UBm 8J86m UOram 3r5 Eo U3mn 14" EIoUOa 114" Se SW A9WeOda, W15Elm UOmoat IW88 Elm Aa9WaW 010&ed 8w (06) 8128td SateK@:tBJ 812$fed $a (QM Edge mstt 819: in 2.117 1' 2-Im 3.1f8' V 2Mf7 r 2-IM 7 3.115 r mw aer &x24" Embetlmerd 8n. 1414" 1+YP 1.N4" 1-x4• r 1 -114• 1 -114" / -114" 1 -114" 1.114" 1.114° r 1-x5 b995 tateq 7 a3 FEW Sam 0. 1 cr exp tk 2090 99000 -450-M 880mt 184400 27(100 290 00 30400 7401ba 46890 664 On 116280 320@8 490 BW On 4 AaMm M 1.15 Mdn. O.C. /SUMtd Or 01i" CUP ft.4 460 On 7mtl0 WA WA WA WA 38000 WA WA WA WA WA 862Ibe 112809 4 And== W MkL O.C. 7 M20 AVO(Epe /(FID. 3): 78008 MHE BWlbe =01be 18M 0s 648@9 WD We WA 78080 99800 68D ms 2x14®9 76-ft-w- 2 Mom 0 OAS 3804 O.0.IU -01A itm 775AUn1. 0`19. e WA WA WA WA NtA WA WA WA WA WA WA WA WA 71800 t ArAw1F4Zp(FIg.6): 18600 198 Pa 2261be 44600 871Ibe 198 W3 140 Poe 177873 37080 23480 83260 881 IDS Om NOlbs 28D Ibs 2Aawma imr m O.C.1 F471P(Fla• q: 200.0 38000 WA WA WA WA 18060 WA WA I WA I WA I WA 32600 4E01be 68D me NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR-) X ( ANCHOR CAP. ,,, ,,` m ANCHOR CAP. - MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. O O • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1111 1 FIGURE 3: • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE & FIGURE& 1111166111 1111 • 01 ff • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTH$ ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED W THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0430. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.86. ALUMINUM SHALL BE 808378 AND BE A MINIMUM OF .12r THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04W THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL i I' X 2.75'X AW MULLION 1948 1i .011111111m" 61 INN *' N0.58705 i�'n� '• :FCORIOP••�� i A. LYNtf MILL R P.E. FL P.E.# 68705 TARI_E RA Mellon Table Opening iMdth(formtoa0gspardn mtllo119) cow Opening Hecht(brhodmnte0yaparogngmdUom) && cam 50 t so hi 7010 So in BON 100 in 129N 140 in 1D In 1°x3. 128"= Reotell u* Loaft TfVMW* L-Am RmtwVt& Lmlov TmWJdmM Lomov Roanow Loaft TWftlp. Looft RmftVjw Lmft TroOlI g Lae6kly Reotellydar Losav tapnfty. Imft ft&mww Lcomm TiBlm t4 Loaft ftawflmdw Lmou I T10WTdwo Iooft R *rodw Loac" I 1vow m0. l�0 P-wo er toamw I T"m4m21, L-ft MV Alum f1 r &48• 0.69• f! Eafbe00re10 I-3w I-sw 4.414° 1.9K• r 1-U4' 1 1 -1/4• 1 -114• 1 11 if 111 '. h 1111 2 M4. tdN ../ Stadord CBp 9;4. IX 11 30568 4603m 605081 18446e 111 -='W" 36468 if 488 to S84 ft 118261 Mme 42000 42N 170.0 605 17&0 498 17&0 744 170.0 478 17x0 868 17&0 aW 170.0 M2 170.0 818 170.0 1118 17&0 821 170.0 1240 17&0 621 17&0 1488 170.0 S1 17&0 1798 170.0 821 180.4 1802 17&0 827 WA 48N '170.0 708 170.0 824 170.0 880 17 &0 8H 17 &0 ON 170.0 &96 170.0 1133 1700 881 17&0 1278 17&0 877 170.0 1417 17&0 880 157.7 1877 170.0 ow 136.1 1877 170.0 a80 11 &2 11? 17&0 sm WA sun In 1700 747 1700 883 17x0 WB 970.0 631 1700 1048 17&0 M4 170.0 1105 MO 728 9740 1346 1700 747 170.0 1484 1700 786 141.7 1405 170.0 7W 121.8 1405 170.0 788 10&8 1496 170.0 765 84 N 17&0 797 1700 612 170.0 0= 170.0 891 Me 1119 1700 704 1700 1278 1700 809 ISM 1401 1700 837 148.8 1401 170.0 806 1Z46 1401 170.0 881 108.8 1401 170.0 88'1 99.4 1401 1700 881 057n 1700 am 17x0 701 1700 100 170.0 797 18&8 1168 170.0 878 196.7 1105 10.0 05B 123.3 1188 15" 917 111.0 1105 14&7 010 MA 1105 10.8 903 70.5 1186 /M.8 908 88.4 1186 144.8 003 MN 1700 805 1700 748 1M.8 1049 170,0 0.W 137.0 10W 105.8 880 1198 1010 14L7 848 106.8 1048 1320 896 88:8 1099 12&8 826 79.0 1049 119.3 805 88.8 1098 11 &9 818 80.0 1049 11 &B 810 o 66 In 16&6 ON 170.0 7M 199.0 90 181.3 ON 119.1 9= 783.7 705 109.2 90 121.4 778 9Z6 988 1126 786 634 056 106.4 787 W.8 988 05.8 749 898 888 98.7 748 821 058 86.7 705 O 1848 W7 107.0 SM 114.9 Bed 91.8 506 101.1 870 80,8 W3 912 99 71.4 808 8&9 8M 943 803 7&8 842 Me 808 722 W2 46.9 80.4 89.0 B28 40.1 609 847 827 2 721 114.1 928 01.0 721 07.0 618 7&0 721 WI 805 683 721 708 905 807 721 70.1 MB 54A 721 O&4 878 48.6 721 694 WB 3&0 721 89.8 M4 31.1 721 8 &1 M3 W4 IM4 M9 K2 004 M.4 W 7Z2 W4 78.4 878 89.1 654 704 M7 6&1 884 64.4 686 W.6 W4 MA M7 421 064 64.1 641 3&1 M4 81.9 898 31.0 884 606 M4 RM27.7 814 N.8 4W 64.8 614 87.3 448 470 SM W.0 440 41.1 814 44.8 433 98.8 814 40.8 427 32.8 814 37.3 421 VA 814 3 &0 412 2'L. 6 614 W.4 406 200 614 050 409 452 X7 404 482 452 47.0 996 3&7 405 4" 9W MA 482 3&4 384 301 482 32.8 878 271 452 30.9 878 228 452 2&6 3W IRA 452 242 SM 1 &9 452 22.8 8= 367 SLO 052 31.7 SW 32.7 317 172 867 2 &4 312 2&8 387 05.2 WB 21.1 367 227 303 100. 387 208 2M 18A 387 1 &0 2B9 13.8 987 183 2N .11.9 3B7 1 &0 2W 398 3&8 3W 283 398 90.9 301 05.0 898 28.1 2B6 21.9 898 23.1 292 19.6 396 2" 2W 17.8 396 1 &0 284 14.6 S38 1 &6 778 120 336 14.8 273 11.0 ,336 1 &6 2M 2W 2&2 2W 25.1 2W 23.7 230 198 2W 05.8 17.9 219 1 &1 1 &4 058 10.9 248 13.8 168 14.9 246 11.8 268 1Z8 240 98 2W 11.4 238 &7 2W ta4 232 T9R1 F FR AnOhorCapactly Table (On) sLbsbft 27k Calaete && cam I Roamc1U I PBbdCNU PT mom AwftClpPattem6 A/ptla7ypa 3H8°Ek»Ubma 1/4•EloolA9aaon &16• t]ao tlkmal 3N8°Ebol8trewl 1F1 t]rplltapa IW 66 eW A90Mefa MW Elan LMMM 114.83 Plop AgW628or 910 8tee1 Swewpo #12 Steel Salew(OB) 6128W 8aae(G% EdP MOM 9): 9• 2-1/r I. 2.11r 344 1" 2.17 1• 2 -IM r 3.118' r &48• 0.69• COW Eafbe00re10 I-3w I-sw 4.414° 1.9K• r 1-U4' 1 -UR' 1 -1/4• 1 -114• 1 -114• 1.1/IP r 1-W8' 1.810" ownwe4) 2 M4. tdN ../ Stadord CBp 9;4. IX 30068 30568 4603m 605081 18446e 270160. -='W" 36468 74068 488 to S84 ft 118261 Mme 42000 68 4Anohae WL48•Nmo.C. /8tenWCBp(t�. 48068 700 on WA WA WA WA 8M 5m WA WA WA WA WA 0526s 84068 11m 0» 4 Andlae6 3- WM O.C. 1 R) 20 AV& ap ft 780918 78068 WObe 4=068 18056s 64068 83068 WA 7M 68 83068 OW We 296468 80268 89068 1420018 3AilOM 0 M48' Mn. O.Q I U-Mp, I1601B• AfwL ft 4}: WA WA WA WA WA WA WA WA WA WA WA WA WA WA 107468 t ArdWIF -COp ft Ok tOSOa 19068 X68 0SOM 87LIOa 1056s 14068 IV 68 37068 234Fm 39 An M16e 1M be 2106s 20068 2AnahmB 6 1.16 NMQa IF- Cgp (ft 4 240018 3806e WA WA .WA WA 19D 68 WA WA WA WA WA 01868 420 Me M ft nnbnVR YJVM{•11 i o ANCHOR CAP.„, THIS FORMULA TO OBTAIN THE "ANCHOR 4CITY REQUIRED" CORRESPONDING TO AN UAL PRESSURE REQUIREMENT FOR THE NING, WHEN IT IS LOWER THAN THE MULLION 4CITY (FROM THE TABLE) OF THE SELECTED LION. IT WILL YIELD A MINIMUM ANCHOR ACITY WHICH MAY BE USED TO QUALIFY MONAL ANCHOR OPTIONS FROM THE CAPACITY TABLE. VIII 67171 vlc. rvrt�rlc vrr�c, r, VPC lnc �llupG MnVnuR rMllwv/UVUnIVCiItVR VnLVe3ll31MC iilAIVUAW)411Y. aswwymgwmumrwmm 1+1.IX10`�I Buiidi� Cade FIGURE 1: FIGURE 2: NO TABLE NOTES: • • • • 1) SEES HEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. O O • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t1tltlit! 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWAOE. FIGURES pNV.......,41 /� 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. • • • • ALL MULLION CUPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN k THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 1i : No. 58705 ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE- TREATED -O (1 p �I FIGURE 4: FIGURE 5 FIGURE 8 YELLOW SOUTHERN PINE WITH AN SO OF 0.88. ALUMINUM SHALL BE W83-TS AND BE A MINIMUM OF .12r jl A kI THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK 18 STRUCTURAL STEEL TO BE AT 1• X 3.126•X.8• MULLION % Q ' . Z • LEAST. 128• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1• VF MULLION) ��' ;FCORtOP• �� j�� ( GAUGE} • • THE MATERIAL �'jCs$(gNRL `G •`� A. LYNN Mi R, P.E. FL P.E.# 68705 TABLE 6A Mumon Capacity Table (IbW Op•ntng WW#i (for vsrffc00Yspam*Q muMorm) or Openbtg H81ghl (brtlorboeteOTspamlhlg mulno119) 60 in in 70 in I solo SO In 100In 190 to 140 to 1SO In I Romer Lawn Ma"M•. 1011.0110 RedevAr L-A TMOTtIm p. L9mMp Rwtmlpder Lomft TrIKIMIZ ROotWpUler T16pr8im0. Ra tanot6 r RedwwAw - TapRdellp. ReelenpAar I 11eP1168n0• Reat•gAer Remo TgwTden9• x4x.126 o LOAM L-ft LOm41g L9mIInp Loup Loaft Lmft Loaft Loaft L9aA LOS01np Lamft Loaft Ahan.Tub6 Maroon h fill, fill, 1 1h 111111 ' fill, & 1 Il 1 1 ° I 11111 if it it 1 1 Jill 1 1 1 1 1 4251 170.0 820 170,0 436 170.0 744 1740 478 170.0 sea 170.0 505 1740 892 m-a 619 i740 1116 170.0 621 470.0 1240 17&0 521 170.0 170,0 621 148.8 1488 170.0 621 1279 1488 170.0 621 48 to 170.0 708 1740 524 170.0 880 170.0 584 1740 982 170.0 8� 170.0 1133 1740 770.0 1278 170.0 877 18&3 1903 170.0 no 1309 17&0 880 111.7 130.1 fl0.0 080 67.7 ism 17&0 886 61625 In 170.0 747 17&0 583 170.0 890 17 &O 631 170.0 1048 170.0 884 170.0 1105 170.0 I 723 i9BA 12W 1740 741 140.8 1238 174 � 117.1 1238 170.0 780 100.4 1235 170.0 788 879 1236 170.0 788 5410 170.0 707 170.0 812 1709 068 170.0 891 17 &0 1118 1740 784 184.4 1188 170.01 SM 137.2 170.0 837 123.6 11 70.0 1 888 102.9 1168 170.0 Bpi 8&2 1108 170.0 681 772 1i68 170.0 081 60 In 170.0 886 1709 701 189.7 1042 170.0 797 1428 1042 181.1 832 12LI 1002 14IL71 816 111.2 100 8 801 1 1042 1302 781 03.4 1042 12&1 782 71.5 1042 12&1 702 82.6 1042 125.1 782 6384 1709 030 170.0 745 1612 882 18 38 810 12&0 882 144.4 789 11 &4 992 131.0 1 782 100.6 992 121.4 90.7 882 114.8 758 789 982 1084 745 649 982 10&0 744 50.7 992 108.0 744 808. 188.0 047 1740 788 137.8 047 1489 780 11 &1 847 190.3 788 103.d 847 717.7 1 TSt 01.9 847 S2.7 047 1022 727 88.9 847 96.1 713 89.1 047 84.0 711 B7.7 9O p &0 711 7201 1369 840 142.7 737 113.2 849 121.8 722 974 849 108.8 708 84.0 848 86.4 898 709 68.7 549 827 878 546 049 78.3 059 469 648 726 862 42.8 1849 724 651 q 764 1145 782 1247 886 889 792 1029 882 a" 782 90.0 w 722 782 MS 629 782 74.2 620 67.8 09.2 013 ..48.1 782 828 802 MA 782 50.9 897 8 &1 782 88.4 US 781n IMB 724 1111.41 830 89.0 724 849 821 78.3 724 829 608 08.8 724 74.4 89.4 724 B&1 68f 844 72 688 448 724 87.8 573 882 724 84.3 687 3&4 784 6 &e OB 8010 SU 813 71.8 483 BRA 843 90.7 474 48.7 648 62.8 484 43.8 840 47 485 98.8 84.1 428 452 34.8 643 448 29.0 849 34.9 438 24.8 503 321 430 21.7 543 947 428 8861 67.8 475 88.0 427 47.5 475 447 418 4Q8 978 439 4'12 389 478 408 31.8 478 34.8 400 26.7 478 2 &p 478 28.1 368 248 478 2&e M 179 478 24.2 378 108In '443 W 41.1 341 93.8 377 349 336 28.8 377 30.0 390 29,2 2&8 326 22.4 377 240 821 20.1 377 r0-&4 9 18.6 377 10.0 310 14.4 977 17.1 304 1111a 37.1 367 97.8 323 30.8 387 31.8 318 289 957 279 313 387 24.4 309 20.6 w 2&0 m 18.8 307 901 4 387 17.4 204 120 fn 2B.S BOB no 270 248 308 28.1 274 21.0 305 21.7 189 308 102 267 1 &3 300 11.3 283 144 b 17.0 212 192 198 TABLE 66 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capa4tK1TabN(I18) (DP_)XlANCHORCAP.,� Bug )- ANCHORCAP.- 11nrete 59k Coro t1o0a2C6x1 t'S1Bd Ci9U PT Mein l MULLION CAP.,,,,,,,, BrIs" Elm 114" 88 Elm 6118' EIw 1!4` 88 EOx 010 Std 012 012 Steel rilr Eb ftd) USE THIS FORMULA TO OBTAIN THE ANCHOR AmhorCHp PaI®ms 114° EO o U6 aom umomm 9115• Elan Uluecm 1w Em5 uwaean 118 Ehr �e011, A 111031W S0re3 3112 CAPACITY REQUIRED" CORRESPONDING TO AN Edpem•tam#* 1° 2 -UY SAW 1° 2.117 T 2.17 Y 3-Iw 2 0.45° 0.54 0.aW ACTUAL PRESSURE REQUIREMENT FOR THE jtms §14ft EmBeSmard pa): 1.9x4• 1-w 7 1.114" 1 -114• 1 w 1 -Iw 1-04° 1 -I 7 I-w 1-W (eee 110164) OPENING. WHEN IT t8 LOWER THAN THE MULLION 2=Wh= @4.75° 5941. .0.t p (Rp.10r2): 450 690 Ere 1894 ms 270 @8 206 S64 m3 740 4659• 04 on 1182 me 328 mB 42D me bee CAPACITY (FROM THE TABLE) OF THE SELECTED 4 Aftoh= @ 22rffA O.Q 1 Stu&dC5p ft 5@ 311 1410 roe S52 ma WA 660618 WA on m9 WA 880 m3 WA 862 mB 840 me 1120 ra MULLION. IT WILL YIELD A MINIMUM ANCHOR 8A1t61•I8 ® LIV Lft O.Q 18imd6N � (Flp. WA WA WA WA 780 me WA WA WA WA WA 1304 6s 160 Wo 2240 ma CAPACITY WHICH MAY BE USED TO QUALIFY a AlnO11e68.6901.0.Qf(2)2dS Arlpis Cgpa (Rg. B$ 78D Ib6 7�tbB BOB ma 1780108 3288@8 690@8 50 V 708616 1480 838 ma 9328 ma 2354ms 652@6 $40 mB 1120 ma ADDITIONAL ANCHOR OPTIONS FROM THE 6A1Whma 03` 8401.O.Q 1(2)W file C51s(FIp. BJ. I= Ws IIMW 1020@8 2340158 2844 ma 610 ma 64011x WA I-VA ma 140428 1320@8 3SWi -3 978me 1260 me 1660 In ANCHOR CAPACITY TABLE 4.0116611110445 Mm. QQ / tLC8A 060118" Atom. lfl0. 7$ WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1432 me 2Arahma ® 223 WA O.C.IF421p ft 350 ms 36008 280168 706@11 478 @8 WA 280 me WA 310 me Om11 40 ms O m9 326198 420 ms 8600111 ,� 1.000" 4Anchwe p) 9.18.66& O.Q tF -gip ft 9): 480 mB 7� ma WA WA WA WA 38Dme WA WA WA WA WA 8SL lh8 040@8 8120 m3 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3 FIGURE 4., FIGURE 8: FIGURE S. TABLE NOTES: • ° • • • • • • • • o o o o o o • • o • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 0 0 0 • ° o o o o • • o • ° • • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 13 ALLOWABLE 4.000" 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL FIGURE 8 FIGURE 8 FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED 1: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE - TREATED YELLOW QN I CD51 Dade VinTL1 AM 0& Ile n ee a PAIRS. STUDS TO BE A MINIMUM GRADE 33 AND . 048° THICK (18 GAUGE]. STRUCTURAL STEEL TO BE AT LEAST.12V THICK 1° X 4°X .128' EAUWON AND A38. ALL ANCHORS 1470 METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ILI V � \91111111 -' ``��•ON.(.4�N .1'V mil! r k • N0.68706 it -O' a u 3• tt A. LYNN MILLER, P.E. FL P.E.# 68705 _ PweA� _tom Y TABLE 7A Muftn Capacity Table WoM Opening Whtth rd- sp9n dr g rmilgo116) or Opening Haight (for 1gNnj) mtd@ons) 51 8o in 70 rn - M in M In 1001 1201A 1401 in Reowodw TmMnm•. Rmtangwo T-wrdw* Rmpng0lr TttOdr IM Reeter•urer TwTMIp. RWWWdW TrepollWM RmWI Wer TWep11'dtetx R-IMM der TMWTdpn6 Reotalgmer TMOTdom RGOWTVder IhWdWV 1 x4x.378 toaft Loaft LeBd1p Loaft Lead109 waft L-aft LOOMIS Lonew I Losd19 Los41p I Long LWAM I uadq Loaft Lwft LOamog Alum.Tube Mallon �• $$$ � �' � � � �' �' �� B � '� � C4� 421 1700 620 170.0 1 438 170.0 744 17x0 478 170.0 ON 170.0 620 170.0 882 170.0 1 818 170.0 11161M.01 621 170.0 +240 1700 I 821 170.0 1488 170.0 821 170.0 1758 170.0 1 021 17x0 1883 170.0 Mt 481 170.0 708 1700 824 1700 860 1700 684 170.0 682 1170.01 850 970.0 1133 1700 eel 1700 +276 170.0 877 170.0 1417 170.0 800 170.0 1700 170.0 680 1700 18M 170.01 MO 181.8 2024 170.0 620 5.828In 170.0 747 20 M3 170.0 820 9700 201 170.0 1048 170.0 884 170.0 1186 170.0 720 1700 1348 17x0 747 1700 1464 170.0 7" 170.0 1720 170.0 75 18&0 isle 170.0 788 IS&6 1814 1700 783 8481 170.0 787 170.0 812 170.0 9S8 170.0 691 170.0 9118 170.0 784 170.0 1278 1700 SM 1700 1414 170.0 837 1700 1884 170.0 888 1809 1798 1700 Mt 137.1 175 1700 881 120.0 1720 170.0 201 001 Me BM 170.0 701 Me IOM 170.0 7e7 170.0 1240 170.0 878 170A 1417 1700 044 170.0 /204 9700 sM 166.8 1819 170.0 1033 120.8 1619 170.0 1M3 111.0 1818 W0.8 1020 87.2 1619 170.0 fWe 83 81 17&0 4S0 17 &0 740 170.0 1116 1700 820 170.0 1802 171LO 940 170.0 1488 1700 1018 15.7 1642 1700 1078 141.0 MU 170.0 1122 117.5 1842 120.8 1168 100.7 1642 IWX 1107 20.1 1642 1979 1187 201 170.0 974 1700 789 170.0 1109 170.0 MS 170.0 ISM 1700 I= 100.8 1472 '170.0 10M 1428 1472 IMS 1148 12&8 1472 16&8 Il 107.1 14M Me 1108 91.6 1472 t.%0 1104 Me 7472 14&0 1104 2070 170.0 1083 170.0 078 1700 1278 1700 1020 1008 1820 1882 1101 1820 1830 149.9 7082 117.3 1320 137.8 1066 120.8 1320 128A 1044 8 &0 1� 117.0 1024 78.4 1320 112.8 1073 88.0 1820 112.8 1012 0 781 170.0 1172 1700 9V 149A 1184 15.4 1013 128.2 1184 Me M4 1122 1184 120.7 978 20.7 1184 I A3 ON 00.8 1164 107.0 202 74X 1184 87.6 898 84.1 1184 9&1 927 20.1 1184 SU sM 781 IB&t 1124 1700 807 988.0 9124 147.0 MB 11 &8 1124 1289 847 103.8 1124 118.8 931 9" 1124 10&6 918 20.0 1124 GOA ON 20.2 1124 8&0 BM 20.3 1124 84.3 881 81.9 1124 832 878 201 188.1 644 711.6 7M 20.7 844 94-3 7M 77.2 844 829 724 87.8 844 75.3 712 60.1 844 M.e 702 64.0 844 81.4 698 20.0 844 842 878 20.8 844 Me 8M M.e 844 47.7 682 881 S&I 142 919 MS 742 742 772 622 8&e 742 83.2 041 6 &7 742 8 98 031 40.8 742 84.1 en 44.8 742 4&8 614 37 t 742 43.0 600 31.8 742 889 800 279 742 879 884 1081 828 896 a" am 82.1 as su 021 44.7 888 481 813 3911 620 41.4 58 349 See 37.3 420 31.3 MB $4.2 482 20.1 888 29.8 481 71.3 620 2&0. 420 189 208 2A.7 420 1111 67.8 56 88.8 ow 0.&o 65 48.8 420 41.2 0.M 429 487 39.0 58 3&0 420 740 820 34.2 473 289 = 312 487 24.0 56 27.1 457 20.8 888 24.3 448 /8.0 808 22.4 442 120 In 48.8 478 4 &0 433 890 478 S&0 420 928 478 3 &T 420 289 478 29.8 414 20.3 476 28.8 409 228 478 243 404 18.0 478 21.7 880 188 478 7 &7 387 149 478 172 361 1441 20.4 390 2&7 SOS 22.0 330 22.4 301 18.8 820 Me 2V 1 &8 320 17.0 1 220 TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA-. AnohOrCap�Ity Table (Ib•) pp-)X ANCHOR CAP °m °, =ANCHOR CAP., Su1re100e: ?k C4110819 &88C,mc. Hara7C4AU FBledC7AU P'rWOOd 208281 MULLIONCAP.,,v,a, Atsimr7gpe: 9116 Etm ilmaoor 1!4" Elm l7 t aeon 8118" gm IWSSEIM 8118•Elm v4•SS 6" 010 Sleet 012 012 Stest 8H6• E eo lehaaon 714• Flm Igitaae USE THIS FORMULA TO OBTAIN THE ANCHOR Anr)wCIp Pebrlre tlireoon Agpe[ieta4 U91remn AW08681w SOM (p6) SM W ((M 6-(OS) CAPACITY REQUIRED' CORRESPONDING TO AN Edge O oe (n r 2-11Y r 2 -v2° 3-Iff 1• 2•1W I- 2-Iw 7 3-w r &4e" &W &32 r ACTUAL PRESSURE REQUIREMENT FOR THE Emhefterid rn I-Or I-W 1.314• 1314' Y I -IW 1 -114" t -714 I-Iw 7.720• 1 -714" 2 141!8° 1318• (gee trole4) OPENING, WHEN IT IS LOWER THAN THE MULLION 2AUChn (40.76" O.C.1 I or2$ _ 320 me 9M e• 450 ft 82012q 1644 m3 270 W 220 ms VA mS , 740 mS 45 mS M4 I5 1182 om 823 me k20W bM CAPACITY (FROM THE TABLE) OF THE SELECTED 4Amb= Q 226• NIa O.C. /SWADW Mp ft s): 7W IW 72099 820me 1410@8 202ms WA seem WA 620 ms WA 820ms WA 862168 mom 712o MULLION. IT WILL YIELD A MINIMUM ANCHOR BArxI= a f.t8' NBA O.Q I ft mmd Mp (Pg. 4$ MO go 142011• WA WA WA NIA 7209• WA WA WA WA WA 1334 ms 1688 0)3 2240 1)8 CAPACITY WHICH MAY BE USED TO QUALIFY 4 Amhae 41) S' Mh O.C. 1(2) 2n8Ar4geaps ft. 0 788ms 7MmS eMme 1788MS 32MIb9 SWme MOme 720 0)3 1400 Poe 820me 1323@8 2304110 882120 840ms I 112088 I ADDITIONAL ANCHOR OPTIONS FROM THE 9 Andus 03 •90)1. O.C. 1(2) 24A4te 0" ft 1170ms 1970iW 10200)9 234015 2644 870.818 840 0)8 WA 174085 1404 We 1920 me M48ms 479 ms I2M Ibs 18808• ANCHOR CAPACITY TABLE. 4At dm Q 0.46 68& O.C. I Ita A hdo lf6° AWO ft 7k WA w0. N1A N0) WA WA WA WA WA NIA WA WA WA WA 14321bs 220011•8 @228 841n.0.C.1F- CAp(FIg.4 320 ms =ms 200m3 720 ft 4780)9 I WA 220 In WA 3780)3 o0• 4400)9 I Oms 3261)0. 420 ms 090 on 4 Amhore @ 1.98° bm10.C.I F-cup ft 480 rAS I 700 FAS WA WA WA I WA 36Dme WA NH4 N/A WA I WA 1 6W ft 1 840 me 1 1120- �-- NOTE. FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE Z: FIGURE 3: FIGURE 4., FIGURE S: FIGURE 8: TABLE NOTES: • o o ° • o o • • o o • • • • • o • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ° ° ° ° ° ° • • ° • 4 .000° o • o o • • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL FIGURE 8: FIGURE 8: FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE 378 WrrU AN R[3 n1: A RR Al i IAAIMI IM QUAI 1 00 m01..•re AA1r1 0G A AAIAtIUn - n " ANGLE CLIP (FIGURES 888) MUST BE USED IN PARS. - - - --- _-- _ __.. _-- - - -._. GRADE 33 AND .048` THICK (18 GAUGES STRUCTURAL STEEL TO BEAT LEA8T.12F THICK AND ASS. ALL ANCHORS INTO P X 4• X.37WMULLION METAL SHAD. EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1x PRODUCT RHYISBD n mmptyla8 with 7b9 Ftm)QB AMD==No) )� Bq ,1fNlltJl /�.. vGENSz- ��FP No.58706 !r EOF �iO�'��' / '• PLOrRtO P•' � S. %NA% IA. R P.E. FL P.E.# 8870$ TABLE 8A Mullion CAPReft Table fitudh ArmhorC Patlam4 BP 2 APtdmae 0.D 4.78°0.4n. Opening Width (krvvertk aflIp BpanrdrG m1mon6) or Opening Haight (for he mailers) 8,ak Colo. win 08 In 70 to Bold so in too in 125 In "a In ISO In 1.26°2 3.186.2 ReoWmOW Lo-on9 Towntom. LOmang 0.4 Wm Losom 7Yaptmmta. LoeWap ReotanpWm Lod01a 7tep/rdeao LoeOldg nptdar - 7iap7rdenp. L RTZ R L46rIInp Tae�TiOng. L04ft ReftW40F ttmd08 T,aDd7AanW Loaft Re�nplar L9edlea TIePrPdelpi. Loft Re *AgWW Loaft Tmpnfttt% Loaft RaoWaWe Loaft 1nW4mm. Tube I SAW r d49" 0.94" I I 111 11111 1408 SW 11 ;11 I 1.114 26006 1 -914' 3540. 1 -1K" 740 As 1 -1W4 408Ibs 1-1-4 am lbs r 118206 tSJB° 3250. 1.9"6' 42010. tea. roW 68090. 4AnaWS� 1.186mn, tSWndatd CUP (Fl 4 480 On 70006 WA WA WA WA no as WA WA WA WA WA 86206 8909m 11200. 4 mwh=mr Mld.O.C.1wu5An9lo COPsft4 mem 7080. 8080s 420 170.0 820 1ra0 438 170A 744 17RO 478 170.0 688. 170.0 608 WA 882 f7Ro 819 170.0 1118 1ra0 621 170.0 1240 170.0 521 170.0 1488 170.0 621' 170.0 1798 170.0 621 161.8 tt7 1ra0 671 3320. 40 In 170.0 708 170.0 624 170.0 e00 1ra0 084 trail 987 1780 eM WA 1133 170.0 881 17RO 1275 170.0 677 1780 1417 170.0 860 184.8 1698 170.0 OW 132.7 1648 1ra0 880 118,1 1648 1ra0 BBD 60.625 01 170.0 747 170.0. 683 170.0 See traa 631 170.0 1048 1ra0 664 1.2 1188 trail 723 170.0 1346 1780 747 187.0 1408 170.0 766 1382 1408 170.0 788 118.3 1468 170.0 766 104.0. 1488 trail 708 541n MA 797 170.0 512 IMO 868 1700 881 1780 1118 170.0 784 1276 176.0 903 183.1 ISM 170.0 087 1468 1378 1780 US 1223 1378 1780 881 104.8 1978 170.0 861 01.7 1578 170.0 881 sold 170.o 886 170.0 701 170.0 1008 1700 797 1808 1188 170.0 We 1188 167.4 090 129.6 1158 168.8 019 111.2 1168 1680 912 02.7 1168 144.8 BOB 704 1108 144.8 008 88.5 1108 144.8 908 08 N 1780 030 tt0.0 748 108.1 1061 '170.0 88D 1972 1081 188.8 682 1251 142.0 848 1007 1081 132.3 687 98,1 1251 128.7 830 08.1 1081 1148 an 88.8 1031 119.1 821 80.0 1081 1101 081 sold 187.1 887 ttR0 789 190.9 987 161.6 806 119.4 887 154.0 760 887 121.0 777 926 987 112.8 787 808 967 108,8 769 08.8 987 108.0 725 027 0 7 798 62,2 887 8&9 748 72 In 128.7 804 1362 888 107.3 804 1182 084 at$ 804 101.3 671 804 01.4 580 71.5 804 84.1 080 84.4 004 768 845 699 804 723 089 400 084 88.8 an 40.2 804 608 826 T8ld 108.4 742 114.9 890 812 722 072 819 782 722 08.3 808 725 78.7 888 60.8 722 70.5 666 64.7 722 8&5 SW 25.6 722 608 a70 39.1 771 6&T 825 342 722 662 60'4 i6 78 in 1012 885 10&8 800 84.4 895 89A BBB 723 888 78.8 577 885 70.6 888 a82 886 84.5 080 50.8 886 8&1 889 422 608 64.3 W 3&2 885 61.4 887 31.8 SE S07 898 00 In 0.6.9 518 5&O 487 84.8 516 87A Mil 47.1 816 50.1 441 815 44.7 434 38.6 616 40.8 428 310 616 37.4 422 27.6 618 SL1 413 29.8 616 306 407 40.6 818 25.1 494 go In 54.3 483 85.8 404 48.3 463 47.1 397 3 &8 488 41A 981 3A9 485 38A 865 =-2F4-0- 3&0 979 272 463 30.4 974 228 453 2B.8 986 1 94 489 24.3 300 17.0 453 228 308 1081n 3&1 358 90.0 349 31.e 368 328 318 272 388 48.4 913 238 388 26.2 SOS 212 388 227 084 101 368 208 300 18.8 m 18,0 209 1111n e&1 398 -W-1 38.8 306 20.3 396 3D.1 251 2&1 338 28.1 297 220 398 232 2M 10.5 308 20.8 tat 286 12061 27.8 1&3 254 232 200 US 250 19.8 260 20.8 268 tt.4 760 182 269 18,4 160 18,4 249 144ld 10.1 251 16.9 189 :OO AnahorCap9ratly Table (Me) ArmhorC Patlam4 BP 2 APtdmae 0.D 4.78°0.4n. BWattmta 27k Coamete CLIP MUST 8,ak Colo. I Mon=c1mu IN PAIRS. FIGURE 8: Fmsd CMU PTWOOd mm AIWW TYW 2516` 61801Lhaa08 114 Elm u m*m me. 3fir Eloo uq 144 Eioo uma 114" S8 Elm Aaat S'W SMS ow UB"on 7U U 6S 0. AaW Meted Smewpo 01281 W Sa (" 0128tW sw wt060 Edge MOW= ft fl Embedment 6n 1at4° O.C.t8lendmtl Wp(Ffg.1 990 I 2-Wr 1• 7-Vr 3.1/8 1" I 2-Vr T 2-Vr r SAW r d49" 0.94" 0.324 1-w 1.314 45006 1408 SW r 1844 W0. 1-1W4 Z/O Me I 1.114 26006 1 -914' 3540. 1 -1K" 740 As 1 -1W4 408Ibs 1-1-4 am lbs r 118206 tSJB° 3250. 1.9"6' 42010. tea. roW 68090. 4AnaWS� 1.186mn, tSWndatd CUP (Fl 4 480 On 70006 WA WA WA WA no as WA WA WA WA WA 86206 8909m 11200. 4 mwh=mr Mld.O.C.1wu5An9lo COPsft4 mem 7080. 8080s 10800. 1e980. 640 We 930 Hm WA 76006 Wee. Man 29840. 8820» soft 112D 4 Anahme�0.48 Bmn.OA.tU42Ip, Oda ' l /8'AWn. (Fm. rf WA WA WA WA WA WA WA WA- 1A_ WA WA 14820s 1Amhort F•dlp (Fig. B}: 1B80 re 2 Attolmoa 0 1.16` Gin. O.C. t F.Mp ft ek 240 g» 18600. 720.08 4480. 25208 13806 14aro. 1770s 37020.1 2s40e 3320. J. 18806 210166 25006 86006 1 WA WA-- WA WA �.. � 18006 _ __ __ ._ WA 1 WA WA WA WA 525 Ore 1 420 0s 080Ib6 FIGURE 1: 0 0 O O FIGURE 3: 0 FIGURE4: FIGURE 6: M Q • FIGURE 2: LL I I- OIAiiby11U IwLw. GAPAGITY =ANCHOR CAP._ USE THIS FORMULA TO OBTAIN THE `ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLK CAPACITY (FROM THE TABLE) OF THE SELECTS MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIOW4L ANCHOR OPTIONS FROM THE ANCHOR CAPACRYTABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOI HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-M. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.M ALUMINUM SHAD. BE 6063•T5 AND BE A MINIMUM OF . 128" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12V THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL i J I" _ 011MIJI!7 4f, i 'VCENS& '•. F'P iii * No. 88705 TT PL omo P, �-O ••alt 3° {i .:�� o"s /QMA4 EC�: A. LYNN lit%R P.E. FL P.E.# W708 ANGLE CLIP MUST . . BE USED IN PAIRS. FIGURE 8: I- OIAiiby11U IwLw. GAPAGITY =ANCHOR CAP._ USE THIS FORMULA TO OBTAIN THE `ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLK CAPACITY (FROM THE TABLE) OF THE SELECTS MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIOW4L ANCHOR OPTIONS FROM THE ANCHOR CAPACRYTABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOI HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-M. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.M ALUMINUM SHAD. BE 6063•T5 AND BE A MINIMUM OF . 128" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12V THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL i J I" _ 011MIJI!7 4f, i 'VCENS& '•. F'P iii * No. 88705 TT PL omo P, �-O ••alt 3° {i .:�� o"s /QMA4 EC�: A. LYNN lit%R P.E. FL P.E.# W708 TABLE 9A MumoncapseftTablemam Opening M(for vewmdlGmt®n)oOpening Height (for h0ft *spgmiCons) Min 60 In 70 to 8061 0001 login 12D In 14010 18000 2X4228 1d®' Lading TmW7dm Loedirf Ream" Loading I Tmprnfano. Loamrp Reawnouia towns TregTAanz Loading aeoknpumr Loading TrMrr)bm La0tn0 RemmgWm tmdin0 Tm1l9ldmp. tin lbm RoefanOmgr Loadbp I wumlp. LeawArm Raotengtdaf lmbro T•pJ0ten9. Loading RemmpWer Leediap TreWTfta Leading Loe9mp Loemro Alum Tube h II fill, I I a 42 m 170.0 820 1740 428 1710 744 170.0 478 170.0 683 170.0 aga 170.0 932 1710 ate 170.0 1118 1710 121 170.0 1210 1740 821 1710 1488 170.0 621 179.0 1736 1710 621 1710 19&9 170.0 921 491, 770.0 708 170.0 2 1710 aM 170.0 694 1710 692 170.0 890 170.0 1133 Me 691 1740 1276 1710 On 1710 1417 170.0 880 170.0 1700 170.0 880 170.0 7953 1710 609 1740 2297 170.0 8M 60.02in 1740 747 1740 SO 1710 M 1740 831 170.0 1008 1710 084 1740 1108 770.0 729 170.0 1340 1710 747 1710 1494 170.0 789 7710 1785 170.0 762 1710 2Ma 1710 768 170.0 23M 170.0 753 6400 1710 797 1710 812 1740 7108 970.0 891 170.0 Ilia 1710 794 1710 1276 1710 853 170.0 1434 1740 837 170.0 1694 170.0 866 770.0 1915 170.0 889 170.0 2251 1710 gat 1710 2996 Me 881 8001 7710 886 170.0 701 1710 1083 770.0 M 1740 1240 1R0 S 1417 1740 844 1740 9M4 1740 988 1740 1771 Inc 1033 170.0 21.'16 7710 1093 170.0 2479 1710 1053 ISMS 2809 170.0 1089 63M 1710 909 170.0 745 1710 1116 170.0 880 170.0 1302 170.0 940 9m0 1488 170.0 1016 170.0 1873 170.6 1078 1710 !8M 1710 1122 1710 2731 170.0 1169 1847 2153 1710 1171 1449 2883 170.0 1171 ' IMO 974 1710 789 170.0 1189 170.0 1710 1384 170.0 1002 1740 1698 74O 1088 9700 1709 Inc 1198 1710 1848 770.0 1210 1740 2$38 170.0 1278 181.8 2437 1710 7�6 1929 2417 170.0 1288 7201 7710 ION 170.0 878 1710 1276 IMO 1008 1710 1409 170.0 1128 7710 1700 170.0 9728 170.0 1613 170.0 1315 1710 2100 1740 1887 1448 2184 170.0 1488 1218 2184 1710 9828 1092 2184 170.0 1$90 a 78 in 170.0 1722 170.0 937 170,0 1948 170.0 1090 7710 1870 770.0 1208 170.0 1704 170.0 9923 100.1 7853 170.0 1421 1446 1880 1710 1096 1228 1880 169.0 7848 1041 1000 184.0 1536 928 1880 1827 1897 7801 1710 1161 tt0.0 997 1740 1361 7710 1178 1710 1611 1710 '1289 7710 1942 170.0 7309 1827 1001 1740 1474 157.4 1881 789.1 1800 114.0 1881 147.9 1473 682 1881 1348 1409 849 1881 157.8 1464 0010 1740 1321 970.0 7144 149.1 1898 1640 . 7218 127.8 1588 738.0 7153 917.8 1398 1213 7179 88.4 7988 9142 1162 89.8 1988 701.8 1147 74.8 1809 898 1172 93.9 7588 827 1108 89,9 1898 748 1098 gain 1474 1209 161.0 1000 1229 12M Me Ion 1048 9228 111.2 1091 1729 01.9 1001 81.9 1228 WA Ion 717 1228 09.4 1016 61.4 1209 772 993 927 7228 a48 677 441 1220 821 gal 106 m 703.6 971 106.8 877 e" 971 � a" a53 74.0 9Tt 77.2 848 84.7 971 644 SW 57.5 87! 61.8 m 61.8 671 53.0 878 43.7 971 09.0 708 370 971 44.0 782 3a.4 871 40.8 771 111 M 66.4 019 17.3 832 79.5 919 81A 619 68.1 819 Re 808 e4 979 53.9 794 63.0 819 68.? 784 47.7 919 81.8 774 S4.1 979 44.8 718 S4.! 996 442 742 093 910 37.1 732 12061 746 788 78.8 718 e29 799 64.9 708 826 788 848 096 47.2 788 40.4 888 41.0 788 09.4 877 9T.Y Tga 411.2 809 StA 708 90.8 809 27.0 788 31.0 841 29.8 788 244 531 74409 .�.? 648 442 804 944 853 37.0 488 Sidi 818 31.9 481 273 248 78.2 486 243 848 a8.5 476 21.8 848 a2A 474 782 846 148 484 10.8 848 17.2 499 727 249 148 098 TABLE 96 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anch•rCapmfV Tmbb 0s) ANCHOR CAP.,„,,,,t (DP.r,)X MULLION GAP.,m„„„��CHOR CAP., USE THIS FORMULA TO OBTAIN THE -ANCHOR ANCHOR C USE THIS FORMULA O TmTHN O AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, PRESSURE R REQUIREMENT FOR MULLION CAPACITY HENT IS TABLE) THAN THEMULLIO MULLION. (WILL THE TABLE) OF ANCHOR CAPA TY WHICH CAPACITY WHICH MAY BE USED TO QUALIFY CHOROPTi USED FROM THE ANCHOR CAPACITY TABLE. z7k Ommete 3.6k 9x02 HOUMCM11 F@ed CMU Mind AndrorC§pPeftm Anchor Type: 3H0° OW Lft m 1w Ebo tnrmml 618 CCO immcon 818 Lgmaa 1!Y Eb10 Ukagan IN 88 Eta AppmCem9 ame Etoo than 9/4' as Moo Age 97082901 8uax((18) a7a 8t0d 11990(08) 61281991 820083(116} Edge marmroe r 2111 r 244 37x6 r 2-Ur r 2-vr r 3-Iff r am' 0.0w Q3w E61he•a t 0* taw' Tare tale 72831 r 1 -U4 I -ve ta/4' 1 -Im 7 -7/e W4' r 7x19' tare• (Of note 2Aahors 6 O.7e Mgt O.C. I Stanched tEm 1111 800 = 409 In SMme 28440.0 2700.0 =CIA 964009 7400.0 roe seams tt 326 420b 999 ms 4Anohme C Car Met GG l atm uCSP(Etye): 740 aA 74UMS 8311 me 145800 1424 ms WA Moms WA mft WA sM ms WA ON me 840me 1120 toe 8.00002009 ®t.Jr On. O.C. f IOmWmd Pdp (FW.4): 800 ms 009 7860.0 18080.0 WA WA 7068.0 WA 7999.0 WA WA WA 078 009 12B6ma 16M no 6AftCh= @8Nin.O.G /COa,aAnye cape tEp, ay 709 ms 6000.0 1609009 lags lA Moms WA mum mews am ma 2834 On 00220 640 On 1120ma 6Avgh= @ 8 L44 GG / 0 WAnp10 CapO (E1g.6k 1170 gA 1170ft 1020 ma 2340 On 2844 OA 81 840 rm WA 1100 On 1404 We 1320 ibs 2609 me em gA 1250 009 1809 ms 3AnmroA 01.99 Mm. GG f UCUP, Into VBAhm (dip. 98A WA WA WA WA WA WA WA WA WA WA WA WA WA 4 8 Archom ® 484° Min. O.G I ti p mb 118 Atum M 0 MA NIA WA WA WA WA WA WA WA WA WA WA WA 2 .0101.00 ®200'tr6n.GG /Fd•Ap(FIg.9j. 9708.0 970 009 Stbme 743tb 772009 141.0 709002 WA 9480.0 WA 440 We WA 026009 420 me BM Ibe SA7wFA00�1.7t'MIn. O.G /Ft21p (E�.1 900 OA MOUA 840009 709 Om 048 the 270009 209 we WA 9096.0 400 ms 440 tlA 7182 me 7280.0 420169 809009 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • 00 O f 00 • • 00 • • 1111 f O eo O 0 00 0 O eo O • eo • o ee • O 1. .1 o • 1111 • • 1111 • FIGURE & FIGURE FIGURE 7, FIGURE & FIGURE 9: FIGURE 10•. ANGLE CLIP [r *1 0• o o • e o • (FIGURES 688) 0 0 •• e o o e e • MUST BE USED IN PAIRS. o• o• 1111 • ee • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-7.0. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6083-TS AND BE A MINIMUM OF .126' THICK STEEL STUDS TO BE A M WIMUM GRADE 33 AND .048' THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST. 126' THICK AND A3S. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. r X C X 2B' MULLION 1Y � .� \lililliY LYNN 4,�: \pENSgFP* 58705 2 lSTA arlso- � 1i O .,FCORLOP; .• ,071% : A. LY'IWMILU =Ak P.E. FL P.E.# 68708 TABLE 1OA VIII d �x d v Nil 111. 11 1 111 11 11 1 if 121 11 if 1 11 u 11 131 11 O W m 3 Z 1� O p W g 'j• 4o y aN g pRODUC7 Rev ea f omplyfi% wii11117o Flo rl" & ilQSfg Ode AF.:1�� 1� 0P70QIIOf �77N t l tl I/r 1 �,7GEIdSp ' , �r Ho.587O5 � v\ S * O(t fU �)N��A!�� A. LYNN I I ", P.E. FL P.E.# 58705 Mullion Ce Table � Opening Wldtfl {forax8ce6y- 9pomdtg mesons) orOpentng Heigh (for IaxixatGaAy.9perudog mu>ff�) WN BDN 70N �N SON 100N t70N 740N 180N RIer 7oep711m1g. Ta1pRA•g, ReotwWiet TreD/CienB. RIr T�Ir0eng. TrapT%g. • Treptheng, RAN Tiey76em. TrepRBmig Radmgt4ar Ttattlr8mp. 2 x 6 z JS 48988p Lo6dh1S Lom8i9 loedLtO Loe:Or9 Lmilip Loa•OS tA9f8tlg Loa•1g LOa•+i0 teaN7O Loer9M LoeA� loed9q Leadln0 AhiMutl1oube �N r%o s2o 1rao 456 rroo 744 9rao ate ttao sae 9tao sae 1rao e9a ttao 670. 7rao 117e 770.0 set 17ao 1740 rroo 621 rra9 1� 1rao 62t 7ra9 1788 ttao szt 7740 t963 170.0 827 48N 1740.709 170.0 80.4 170.0 8W 170A 894 t7R6 882 170.0 89D 1780 1133 170.0 861 170.0 1x78 170.0 W7 1ra0 1417 170.0 880 1740 1700 170.0 880 1ra0 1889 170.0 880 1ra0 0.287' 170A 8� 60.BMN 170.0 747 1780 b8S 170.0 888 170.0 831 1ra0 1048 170.0 889 1ra0 1158 170.0 70.3 170.0 1348 170A 747 170,0 1484 7ra0 788 170.0 1780 170.0 7M 170.0 20� 7ra0 70 170.0 2391 170A 789 84N 170.0 787 170.0 812 1780 868 1ra0 881 170.0 1118 1ra0 764 9ra0 1278 170.0 809 170.0 9454 170,0 87/ 170.0 1894 170.0 M 170.0 7513 170.0 BB1 1740 2281 170.0 881 170.0 2880 170.0 B01 80 N ira0 888 770.0 701 170A 1083 170.0 787 1740 1240 170.0 878 170,0 1417 170.0 844 170.0 1884 1740 986 170.0 1777 170.0 1083 170.0 21� 170A 1089 1780 2479 1740 tOBS 170.0 2893 170.0 1085 89N 170.0 890 170.0 748 1780 1918 170.0 W 9ra0 9= 170.0 040 170,0 7488 170.0 9018 1740 1873 1780 1078 7780 7869 1740 7122 770.0 2291 ira0 1185 170,0 2803 1ra0 1171 170A 2076 1740 9171 g 46 In 170,0 974 770,0 789 170.0 7189 1780 S7,i 170,0 1984 '170.0 1W2 1740 1M8 1740 1088 170.0 9788 '170.0 7168 170-0,199.170-011210 170.0 a3� 170.0 7278 1740 27x7 1780 1288 1780 8117 970.0 7288 �l 72N 170,0 1083 170.0 878 170.0 1278 170.0 1� 170.0 9489 17Q0 1128 170.0 iTaO 970.0 1228 170.0 1913 170.0 1318 170.0 2126 170.0 1987 1740 � 1740 14� 170.0 2578 17Q0 16•� 1740 9400 1740 1890 76 N 970.0 1122 170.0 837 170.0 1348 170.0 1080 170.0 7870 170.0 1205 170.0 7754 170.0 7322 1740 2018 170.0 1471 170.0 Ta4S 170.0 4608 1740 2872 170.0 1829 770.0 5740 170.0 1894 1740 3888 770.0 1708 78N 170.0 1981 770.0 887 170.0 1.981 7ra0 9118 1780 1819 770A 1280 1740 1842 1ra0 7968 1740 2072 1ra0 7474 170.0 2302 1709 18e4 1740 2783 170.0 1700 1740 9219 tt0A 1777 1ra0 9M'd 170A 9786 80 N 1780 1928 170.0 1144 170A 1684 170.0 1928 170.0 1869 1740 1498 /70.0 2128 170.0 1683 1740 2991 170.0 tt93 170.0 2888 9740 1818 170.0 9188 1740 2128 158.0 3419 170.0 2275 1999 3419 170.0 2381 BBN tTOA 1497 170.0 1232 1780 1709 1789 1434 770.0 1883 170A 1872 170.0 2287 7740 1794 770.0 26W 170.0 1962 970.0 7899 110.0 2088 180.0 3189 170.0 2398 137.1 5788 1888 2470 920.0 5788 189.1 2428 108 N 1780 1684 1740 1405 170.0 1919 170.0 1847 7780 2231 1780 1�0 17DA 2680 1740 2078 180.8 2761 170.0 7271 148.3 2781 181.9 2383 723.8 x781 1444 7181 106.8 2781 928.9 2294 80.7 2761 118.0 2100 171 N 170A 1&98 1740 9461 170.0 19M 170.0 7700 77QA 7183 170.0 1892 1740 7821 1780 7148 1619 2892 18x8 7248 1988 2897 148.4 2218 11x8 �$ 120.4 2185 878 28� 718.1 21� 88.4 2&49 106.9 � 120N 170.0 7171 170.0 1689 170.0 2'10 '170.0 9888 184.4 71s1 188.8 1881 lM.1 27ffi 14L4 1964 t2R1 ?782 1272 9898 108.1 0.784 110.1 1918 BR1 7271 88.8 1872 770. 2280. 869 1838 67.8 2262 81.4 1808 1MN '178.9 9884 1�.8 1446 9049 1684 'Wet 7426 80.4 9654 51.8 1497 78,2 1884 80.7 19� 88.8 1884 70.9 9579 828 9884 86.7 1368 Bat 1804 W.0 7� 40.7 1684 49.2 190B 3A1 1880. 40.4 1285 .-TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: A11eF1orCep•clty/ table (ANCHOR CAP.�,,,,�, Setmtwta atktbwle7e 99kCwq. ) Ib0ow FNa1CMU pTwao6 8letei ��)X`MULUOIdCAP.,,,®o•.� °ANCHOR CAP.,,,, AneBm 9ns• Elw t80aem1 1r4• Ebo UBreeen Ens � 9r18• aoo tlmoom tar Eico Uer6me t74° as Eteo ens• Elco v0..88 FJw Oto 8teai 0.77 stet "28W Atxhor CAP PaUerre t6treoo0 Ag8teQ6ta Ultreoat Atpre(iefa Screw (08) screw (06) eorew l" USE THIS FORMULA TO OBTAIN THE ANCHOR e49e tNk r z -t0.• r Y112• $ r 2.112` r a-vr 2' &tar r aas oer as2a• CAPACITY REQUIRED' CORRESPONDING TO AN Embed0rent laar Cara° tau° 70.14^ 1 -u0.• 1 -Ira• 1 -v0.• 9 -tt4• +-1ar t -tar a Tara° tars• Na -now q ACTUAL PRESSURE REQUIREMENT FOR THE gAnOM �a>•6• o.C./8teoeu4 aforzk X01 s9oba 469 b90W arose aeo9m 364 We 7400e eea 918200. 928 az916e bao OPENING. WHEN RLSLOWIJ2 THAN THE MULLION 4 Anahme , 4�' 68n O.C. tSlenIInd t21p C<'i8.3$ 7mm8 780916 eo9 ro• 7780108 eaoma r� the 7� Ibe law n» 838 @8 1104 me 0.984 a• 6920* 849I� 1120 00 CAPACITY (FROM THE TABLE) OF THE SELECTED 9 ano1gr8 ®Lr1•run oars7emmd cap 0i9.4k 9teo 9r 1400 On 9Ctoa• 788s rob WA 840106 WA iW81W Nra WA N1A 1904 m8 18808• 72409re MULLION. IT WILL Y01DAM1NIMUM ANCHOR tzp4lFlp.ak 7eoma 7e99n ilea tseo9m eaome saolae WA 7eo9m 9�ffi9w eaoro• aseaos X2616 6408w 4ft4329. CAPACITY WHICH MAY BE USED TO QUALIFY cztpe{Fq.sk 1B6omc tseome t9eomc 31a91m 7a�roe tlzoms NIA 162nd• lsnme 9rsoroe arz6mc 13oanu 9eeome ADDITIONAL ANCHOR OPTIONS FROM THE 1aas r(z) 248An8Ie Clipb (Fb. �: te89 m6 Z100 Os w0. 13201he NIA 16W ro4 NIA 188800. 2820 Bw ANCHOR CAPACITY TABLE. AoWtore Q$ 7.84" t4ln. O.C. f U42Ip, Otl• 11s• ABma (Fl9.8k WA WA NJA WA A WA WA NIA 0 Anahere 0 O.ea" BEN, O.a 1 U-tl10. b0o 1rB• AW04 ffB• ek WA NIA NW NIA WA WA WA WA A WA aAt•Qa88"At4 O.arF•COp (3801bs 3801M 0118�I08 270 @B 280108 964 ®e 7400n 485910. 88201s 1182Ibe 828 We C201be a An4wre t.71°61Ie.O.a /r- (91p(°IS,1 69D Ibe 700 WA WA 470IW WA 893 WA B829p 840166 2� FIGURE I: FIGURE Z: FIGURE � FIGURE 4: FIGURES: FIGURE O; FIGURE 10: FIGURE 11: TABLE NOTES: • oo O • ee • • ee • • oo • o• •• • oo • oe 0 0 0 0 0 0 0 0 0 0 0 0 • o e • • e .• o o e • o e 1) SEE SHEET 1 FOR INSTRUCTIONS ON U8M0 THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. BEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 8,000. 0 0 0 0 o n o 0 o n o o • o o • o• •• 0 0 0 ♦ e e 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOtOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18 2Q o e e • 0 0 0 0 • o e • • e • • o • • • o o • o o ALL MULLION CLIPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. FIGURE ff: FIGURES: FIGURE 7: 4) SUBSTRATE8: CONCRETE SHALL CONFORM TO ACI �1 SPECIFICATIONS. HOLLOW AND 4ROUT -FW.ED DUHUPARR. ANGLE CONCRETE B.00K UNIT (CMU) SHALL CONFORM TO ASTM C-1f0. WOOD SHALL BE PRESBURE- TREATED CLN YELL OW SOUTHERN PME WITH AN 9G OF 0.65. ALUMMUM 8HALL SE �89-TS AND BE A MWIMUM OF .128` • • • • sRO)URES THICK. BTEEL STUDS TO 8E A MINIMUM GRADE 39 AND .046° THICK {78 GAUGE). STRUCTURAL STEEL TO M119T BE BEAT LEAST . 126• THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW USED W THREADS BEYOND THE MATERIAL 2" X 8" X 26• 6NILLION TABLE 11A TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEM2 -4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. E 0 ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. ANGLE CLIP MUST BE USED W PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI SDI SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.88, ALUMINUM SHALL BE 8083 -T8 AND BE A MINIMUM OF .128` THICK. STEEL STUDS TO BE A MIN IMUM GRADE 33 AND .048• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128° THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. j i j j � • Na SaTOS : st _ '�`• c" 1,11 soFt) A. LYNN MILER P.E. FL P.E.# SB705 Mullon Comity Table Opening Wh181(for-r6c31yspa mumons) or Opening Height (for hoftrb*spannhlp mumons) ED 80m 70m 801n 80 to t00 to 12001 1401n 180 to 1.28°x2.11° ReaTmolffors L=Lmft Re4telmamr L6a4N8 Tmp4T4mm. Looip ReomngWer Leo" mp/rrlen8, Loa6N8 tmpmll�titm L-ft Tm ¢ L=00 Re4mnglim LomOrm TmpR1 U80M RODWO m Loaft T1MO M M L-ft ftomi8ar Los41n0 71"aaml2. Looft RedW$Wer waft Tr8#T1fuV.' Loam1v R�mn2nWr Lwft Tm ro�n8 Tube MUD 42m t442 07-0 428 1202 628 1482 418 10 &0 ,828 1388 414 80.1 US 134.8 411 8.1 828 134.1 411 78.1 828 134.1 411 80.1 028 134.1 411 81.8 628 134.1 411 46.1 8� 134.1 411 40m 88.8 0&0 333 80.8 403 94.7 = 0 &0 403 SM 320 BOA 403 81A 317 83.7 403 7&1 318 48.3 4&9 78.8 314 40.3 403 788 314 34.8 403 78.0 314 802 403 78.8 3/a 6&B'1b 91 829 111-0 801 8.8 982 702 284 6&B 382 71.8 2p 61.8 882 a72 288 48.7 382 e4.0 24 412 382 83.8 283 34.3 982 Me 203 2&4 382 83.8 883 2&7 982 83.8 883 ,g SC N 67.8 74.1 207 88b 318 842 281 4&8 318 87.7 ME 42.4 318 *6U 253 37.7 318 Me 200 93.8 318 48.6 268 28.3 $18 4 &1 Z48 242 918 48.1 Me 212 $18 4&1 Me 60 In 48.8 63.1 818 412 288 4&7 214 988 208 40.7 210 30.8 288 372 207 27.8 INS $4.9 204 24.7 288 33.4 803 20.0 268 322 801 17.7 268 38.2 20'1 18.8 200 322 201 031n 427 48.6 200 38.8 234 $0.1 US 30.8 294 34.7 192 28.7 234 91.8 100 23.7 234 29.4 188 21.4 234 28.0 184 97.8 234 20.8 183 1&3 234 28.8 183 13A 234 ME 1ST 0861 372 88.4 183 $19 213 9&7 1T8 286 213 %9 178 232 213 27.0 173 Me 213 20.1 770 1 &e 213 2&7 160 1 &6 213 222 107 13.3 213 220 106 11.9 213 28.0 188 7210 288 30.1 155 289 170 2&8 182 20.4 170 828 140 179 178 202 147 188 179 7 &7 t46 7801 2A2 8.4 140 20.9 181 21O 137 17.4 781 79.0 135 '182 161 17.0 133 9.8 199 188 182 1" 731 tat 762 T/9 123 TABLE 118 Anchor Cepachy Table (91s) ANCHOR CAPACITY ADJUSTMENT FORMULA: 8ubau6tm 27kr?wmram s2kCaaco, Hdlow Fme4cnlu rt'W666 Memt (( ANCHOR CAP.„,,, , C D�) X` MULI .IONCAP.,„,,,„.� =ANCHORCAP.,m 8H8• Hko Anchor C PaTerlre An6hmi- 9rt8° Elm L08eeon v4^ Etao l8heem tAt 9r18" Eton Ulhaeon 1/4' tam Ntraoon 7/4° 89 Etoo 6N8• EiOO 1/4° 88 Etao 010 8mel e128teN 012 Sleet u3-IM r w sarer(�} USE THIS FORMULA TO OBTAIN THE **ANCHOR Eabe teemed r 21M at/e° t° 2.1w r 2 tlr r 81f8° r aa8 OA4• aszc CAPACITY REQUIRED! CORRESPONDING TO AN Onk 3 EmCedmm2 k 93aa• 144 7;V4° tak° tsra• r 1.1/4 1 -1/4 t -1/4° 1.1/4• 1 -ua^ 1 -va° r 1878° 14ur L9ee a1mAI ACTUAL PRESSURE REQUIREMENT FOR THE atmorom aroltno. / 248 re (rle 78019e 78OOw 88DOe 1660 18060m 840 880 Nu. 7009ie 89oBU B�Bm 2986 888 pm eaotm t Iba OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEM2 -4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. E 0 ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. ANGLE CLIP MUST BE USED W PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI SDI SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.88, ALUMINUM SHALL BE 8083 -T8 AND BE A MINIMUM OF .128` THICK. STEEL STUDS TO BE A MIN IMUM GRADE 33 AND .048• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128° THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. j i j j � • Na SaTOS : st _ '�`• c" 1,11 soFt) A. LYNN MILER P.E. FL P.E.# SB705 TABLE 124 MuMon Capacily Table QbsIf ) Opening Whith (forvwfta*spamdng m Dolls) or OpenftV Height (for hoftrdeAp Wrmjm mtftn 4) BON WM 701. WM W1. 168% I 12010 140M 1681. RaotmgNer I I1wpTrlanB. Redwo1 t I TM#TdmlB. ReofMoft Ta*Tdenp. RLeaft Tmpffft . ReUet TmoTdmlg. tieosr0mer TMWTdeng. ROOD TmvT4ff4 RedmwAff Towmanp RearmpWer 7twTdwvl 3.28"30 Gmdip Loam118 Lwft uaft L LOsAfty LoedN9 LotmnB Lwxft Loaft twAv Laemr• Loft LoaONp Looem lamas LOemOp Laed1W DEMAL BAYMULL 11 1 1 1 Illm I 111 11 11 III n 42N 170.0 830 170.0 435 170.0 744 1720 478 170.0 888 970.0 HOB 170.0 882 170.0 818 770.0 1118 170.0 821 170.0 9240 1704 821 170.0 1488 170.0 821 170.0 1738 170A 821 14 &1 1740 170.0 SM 48N 170.0 708 1704 524 170.0 850 Me 884 17MO 882 170.0 880 770.0 1135 1780 881 170.0 1278 170.0 WWF 170.0 1417 1780 850 1821 1622 170.0 880 130.6 1622 170.0 sm 114.2 1822 Inc 880 880TH% 170.0 747 170.0 883 170.0 862 170.0 681 170.0 1048 170.0 684 170.0 1105 170.0 733 170.0 1348 170.0 747 184.2 1443 1700 768 1388 1443 170.0 762 117.3 1449 170.0 788 102.8 1448 170.0 762 64 M 170.0 787 170.0 612 170.0 888 770.0 881 170.0 1116 170.0 754 170.0 1278 1700 623 180.4 1383 17MO ON 144.3 1985 170.0 628 120.3 1383 170.0 881 103.1 1383 170.0 881 801 1= 17MO 861 Win 770.0 888 170.0 701 170.0 1088 1780 787 167.0 1218 170.0 878 140.1 1218 1740 044 12&8 1218 188.8 m 1185 1270 182.1 824 07.4 1218 146.1 013 69.8 1218 146.1 913 7M1 1218 14&1 813 631. 170.0 &90 1780 748 170.0 1118 170.0 = 1682 7168 168.8 93;3 131A 1160 168.0 014 118.8 1150 141.8 888 168.1 1160 1342 868 87.6 1150 12&7 871 7 &1 1168 12&2 870 417 11M 128,2 620 6810 170.0 874 170.0 788 1824 1048 18 &8 887 1304 1049,14U, 884 114.9 1048 19 &1 880 1014 1048 12&4 890 814 9048 1184 868 7&2 1048 iWA 027 862 1608 10112 018 b7.1 1048 1�2 818 72 In 1488 @W 1478 784 117.4 8W 128.0 748 1088 868 1188 734 88.0 SO IOU 722 782 868 92.0 712 784 680 S82 705 H &7 SM 79,2 888 80.9 BW 784 668 444 WO 7&4 668 Q 78N 11 &7 700 12&1 BW 68.8 768 1084 1178 06.8 768 8.43 868 74.8 7W 8 18 SO 884 768 78.0 843 59.11 768 71.7 698 4&8 768 S&1 824 42.8 768 611 810 87.4 780 814 817 7810 1188 780 11 &H 868 928 768 8&1 844 7&1 768 88.9 892 882 750 77.1 621 615 768 70.8 612 SBA 768 68.7 WS 482 750 6 &4 894 9&8 768 S&2 888 34.8 768 S&8 SW W M 72.1 889 744 BW 68.1 889 82.8 491 615 868 84.8 483 4 &1 868 48.8 478 40.1 683 44.4 468 98.1 683 40.9 402 30.0 W9 38.2 482 25.8 683 33.9 446 22.8 SM 57.8 442 0610 68.4 468 01.1 449 40.8 485 815 424 485 44.8 427 37.1 495 3&9 421 3 &0 48S 3&1 416 2&7 488 392 400 24.8 496 281 468 212 496 28.8 384 1 &S 468 ffi0 � 1081. 41.7 687 .428 989 348 881 685 1.: 2&8 381 89.1 941 2 &1 3@7 275 937 2&2 681 20.8 933 W.it 981 �8 326 774. 981 1 &7 5tl 144 981 tt5 918 111 N 96.4 370 382 396 5L0 970 9 &0 27.8 370 285 918' 24,4 970 28.3 950 29.4 970 228 978 1&2 870 20.(1 912 1 &0 370 1 &1 908 ' 120 In 90.4 917 3&9 268 265 317 284 21.7 317 228 268 t &0 317 1 &8 278 18.9 877 17.9 27d 144 In 17.8 220 178 289 ' TAB 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: A1lobbrCep97pBy Table (Ibs) SdShlm _) X ( ANCHOR CAP. „� 27k Cortmete ANCHOR CJ4P.® n s51 Cora. Ho1ac F7068 f:AtU PT and McMI i MUWON CAP.,, : 6118° ENO 114• 96 E10o Sl78° Eloo 1r4" 400 910 Strl 012 Steel Mated USE THIS FORMULA TO MAIN THE ANCHOR AftV CAP Petforns Anai9or TYt>a 3tf8' Eko 4Adean 1J4• EBOO tNniCa9 Ube= 9N8 Elao 1Htw0w 1w EI68 tOmacon ftawb Ag8 Sonxs 6wew Saew et4atm ((iS (BB) (08) CAPACITY REQUIREO' CORRESPONDING TO AN Edge DNMnw (61) P 2.1& t° 2 -172^ s4ra• 2 trr t• 2173° Y 3118° Y 0.48 054• O s24 ACTUAL PRESSURE THE Embedmera (Ior 144" 1414° taw° 147• r ° I -- 1 -v4• 11W 1.11V I -Iw• r t4r6• 14%" s LOWER T14MFOR (sae sOM 4O OPENING, WHEN R E3 LOWER THAN THE MULLION 2 An0hw1 ®S80n.QQ r(2)2r8Angle pyre (FI2.1 368ma 998 ms 9re IbS t re 2BO se4 m1 740M3 458 IN 720 WS 1182%0 328mS 468 ma WO 1ba CAPACITY (FROM THE TABLE) OF THE SELECTED jWA 4hmNa 433.511L QQ 1 (2) 2xS Aagte C8p1(Ft. 4 768ms 768 me 768ts 1670 Bre 284 1)s s Soma NIA 1120��re 098 me 668 Ib9 x364%1 8620s 840 ms 11ffi ma MULLION. IT WILL YIELD A MINIMUM ANCHOR eAtt4hbre @y 271°8110.0.0.1(2)2tcSAnglaCOpa (FI2. Sx 1120me 1120 Ss 888 ma 2248 As 2284 Ss 840 wA 1088 Hs w A 1320 me NJA 978 ma 1268168 1668 8s CAPTY WHICH MAY SE USED TO QUALIFY AD6ILlONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. TABLE NOTES: • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: FIGURE 3: ANGLE CUP (FIGURES 1.3) MUST BE USED IN PAW. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-M ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRUM IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-2D. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -Fu I ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 6083 -TS AND BE A MINIMUM OF .128° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL te yS77ffi �yQ 11111111r,,� .128' 3280° No.58705 _ 3(r BAY MULLION i�0� :• STATE OP . ; `�� ' .,F(OR70, G' sS /ONA - E A. LYNNIMI 1 ILLER P.E FL P.E.# 56708 TARLE IAA Mullion Capacity Table poo Bu68treta 276 Ca1r4ete OP9nbm Width (Torvedcay-sp97dng 7010 8010 multl0ns) or Opening Height (forilalroMagy BpamIm rtwmons) W In win so 61 100 in 12010 140 91 ISO In 3.28"48 Ilsotan994m Lao" I T1eplTrianp Looft RKWWW L� Ttepf7Han4 L-Ift• LOem09 Tap170mm Lwft ReclaftWAS L74ft I Tmp?dap Leemng Resat toamtq TBP r4.• Loaft Reeta•yum L4e�8 Ti•Mr"4 Leamtlg R �az L4etMg TmafilM Lft Re01eMWer Lca181p TreAT I.arOna Revt•p der L Iffi T�17Aery LoeAll9 DEIL AL BAY MULL T 3-1A° 2" Ur a94" 0.3W 2 Em6etlnleM M}: aC.1(2)Tna p g.1): 1.774° 980 1.914° 3BO as 13(4• 4601 1.914" 7 1700 1 -174• Ws 1 -174° 2W 1 -114' 984 1 -U4• -r40-7- 1 -1/0 4WD 1 -U4" 720 7 11 fill, 1.418` 420 I I h 111 11 1 1 a I I I a I I A III h 880018 2364019 8828m CIO 170.0 820 1780 4W 170.0 744 1780 I 478 170.0 880 1780 6W 170.0 982 170.0 819 170.0 1118 17&0 821 170.0 1240 1780 IM_ 1780 14M 170.0 821 170.0 1758 1780 821 16RS 1871 1780 =I 4861 1780 7W 170.0 824 Me 8W 7740 894 170.0 882 17&0 690 1780 1188 1710 681 170.0 1v6 170.0 877 1780 1417 170A 680 1817 1827 970.0 880 140.5 1637 17&0 880 1228 1887 1740 680 80.828111 170.0 747 1740 53 17 &0 888 970.0 631 170.0 7046 170.0 694 170.0 1186 1740 728 170.0 194$ 17&0 747 1780 1494 1780 788 147.1 1652 170.0 786 lal Imm 17&0 758 11 &4 ISM 1700 786 84 in 17 &0 79 17&0 612 17&0 9� 17&0 am 1780 1118 17 &0 784 17 &0 1278 170.0 803 17 &0 14M 170.0 897 788.2 1498 170.0 888 128.9 4486 170.0 88'1 9108 1453 17&0 881 87.0 1486 170.0 BBf 60N 170.0 8W 170.0 701 /7 &0 1085 170.0 787 170.0 1240 IMQ 878 167.1 1908 17 &0 84i 158.7 9998 170.0 898 125.7 1309 188.6 684 104.8 1809 187.1 982 80.6 1900 187.1 882 7&8 1309 187.1 882 W M 170.0 830 170.0 748 170.0 1116 170.0 OW 1828 7247 17&0 840 1426 17.07 164.8 888 128.7 1247 1828 9W 114.0 1247 144.9 882 8&0 1247 188.2 We 81A I%WV 136.7 898 71.9 1247 138.7 836 W in 170.0 874 170.0 789 170.0 1168 170.0 903 14&4 1100 18&7 866 1208 11W 147.9 946 18.4 110 Me 828 1039 1180 120 814 89.0 1180 11&8 8Ba 742 1180 11 &1 80 60 1190 11 &1 803 72 in 181.6 1010 189.6 877 184.7 1010 144.8 W 116.4 1010 127.2 642 101.0 1010 114.7 828 89.8 1010 10 &8 817 a&6 1010 999 W7 87.3 1010 80.8 7&4 a7.7 1098 87.8 m 80.8 1010 Sr.7 789 7669 787.4 808 f43.6 702 714.8 OW 1220 778 89.1 9W 407.1 787 B &0 806 Bay 748 769 8m 882 798 88.7 006 8•LS 728 87$ 808 74.7 718 42.1 909 712 908 748 708 70 In 127.1 861 1326 784 108.8 861 1128 798 846 669 W9 726 7 &4 861 0" 718 7&8 889 61.0 7W 85.8 881 7 &4 884 810 881 8&7 W1 46.4 889 "S 989 89.7 672 soIn 827 978 86.4 874 W.9 648 721 891 8&1 848 520 884 81.7 eW W.1 848 4&0 848 80.0 897 41.4 648 47.0 630 SU 649 41.8 818 2&6 848 3&2 849 38.S W7 win B&2 � 70.1 808 88.8 6W 8&1 499 4 &7 888 81.4 481 428 BW 469 4W 87.8 8W 41A 479 34.1 6W 3&1 470 28.4 � 33A 459 24.3 8W 3 &8 � 2&7 447 iW 61 47.8 449 48.9 4W SBA 449 412 398 342 449 3 &7 383 29.9 448 317 387 2&8 449 2&6 362 23.8 449 2&1 377 200 449 227 WB 17.1 440 10.4 t7lO42,.'9' 448 189 11161 44.1 425 4&0 9W 3 &8 428 57.9 978 31.5 425 928 87d 27.8 428 2&1 3W 24.6 426 2&2 382 221 462 24.0 SW 1 &4 425 247 390 189 1 • 1W in 34.9 384 88.8 W1 2 &9 OB4 28.8 328 20.9 394 28,8 321 21.8 384 228 $17 10.4 384 10.8 $18 17.5 884 1 8.7 9W 14461 202 269 20.4 2W 1 &8 283 17.1 290 A7rchorC9peeity Table Ma} Bu68treta 276 Ca1r4ete 3.6k omm. HOW Mod CAW I PTwoad t6atel ArmWCOp Pabm AadmrType &HB• Eloo Ul6ewn 1!4' EICO UO emnl ltila" EI00 uummn 9M8' E6701111mon U4" Eleo 9069 m U4" 88 EIS A99 or 6M8° Eloo 118" ml 4'88 El 174°88 E6w 810 SW} a10 Sie• 0128b1e1 812 ft 1H281wi A2 Ste 6) Edge Dpw=Fa r .0112 r 2.112• 3.178° 1' z117 r 2 -1T T 3-1A° 2" Ur a94" 0.3W 2 Em6etlnleM M}: aC.1(2)Tna p g.1): 1.774° 980 1.914° 3BO as 13(4• 4601 1.914" 7 1700 1 -174• Ws 1 -174° 2W 1 -114' 984 1 -U4• -r40-7- 1 -1/0 4WD 1 -U4" 720 7 11 13l8` 5!$uf9 1.418` 420 (eM 1.184) =ws 4 Atlahma ®8.8°NIn.O.a!(2) W AIM19 CUP (Fig. 2j 780108 780169 78090 18700• 2676 pis 84000 5800u WA 1120b W9I� 880018 2364019 8828m 8409x 11200s 8 AtI0FA78�27r Aan.O.a!(�2a8Angle t7goe (Fig. 9): 192D IIm 1120168 8W@e 2248@9 2264W WA 64008 WA Iva= WA 132D 108 WA 97808 Was I law FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DROlED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-TS AND BE A MINWUM OF.12V* THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, =ANCHOR CAP.„, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REOUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 'III PRODUCT REYISHD as complyft lvbb the Floft i/ yt {11111(] -i �l %I r No. 58705 S11A all •, A. LYNUMIL11F2, P.E. FL P.E.# 65705 •376` -. MIN. s j / s.som 3.121P CUT HERE TO CREATE F-CLP, SEE .37 MI r- MA6. F. SHEET4 Std Clip 1.16` MIN. I Angle Clip A O.G 688113M 8881118M 6W243M �- 1-- 0.312• STANDARD CLIP 6089 -T8 ALUM. TOPVIEW 6.860° 375° 376° MIN. MTV. t O.G I D f OFFSET CLIP •125° T 8093 -TB ALUM. .740°�i� -}•�-f TOPVEW %O/ 4 G SOMTS ALUM. 2. ' r 6083-TO ALUM. USED ALLI*xr4 SHEETS" 2 .338° M84. U CLIP 6083 -T8 ALUM. 1 i'X3.128`X.6�° tiU MULL ONLY. SHEET 9 E TOPVIEW .338° MIMIN. U�CLP 6083 -TB ALUM. 1.26° X 3.188° X.286° MULL ONLY. SHEET 12 TOFVEW E 11 X 2.76 "X .866° MULLION 6083.76 ALUM. X- SECTION 4 2X6 ANGLE CLIP 8063- TBALUM. 2000" X- SECTION .128' MrFpm Imo --- 6.000° .3MIN. 76° MIN: I I-^ IND -- - - - -- 0.312° 3.000" MIN. 2X6 ANGLE CLIP 6003-TSALUM. TOPVFEW TABLE B i Mull Dimension (sheet#) PCT Part Mullion Std Clip Onset Clip U4MIp Angle Clip 1° X2' X.126° (b) 88806 688113M 8881118M 6W243M 868511M 1'X2' X.376" (3) 888008 666114M 6WIIISM 888244M 6SM12M 1' X2.7W X.376' (7) 88807 688115M 6861120M WM45M 688613M V X2.75' X.850° (8) WM 816118M 6M121M 888246M WW14M 1'X3.126'X.600"()) 88637M 6W1116M M114M 656242M BOSSISM I2WX3.988"X.286'(12) SWIM 6661117M 6581113M 688241M 668618M 126° X 2.11' X.128' (16) 88310 NIA WA NIA 888617M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IP NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension Value On) For Mulilon: A 1.825 1' X2' X.125° Alumh86n Tube Minion B 2.864 C 0.816 D 0.740 E .450 Min. A 1.125 1 "X2'X.37W Akninum Tube Mullion 8 2.404 C 0.635 D 0.490 E 0.468 A 1.876 1' X2.76'° X .375 Aluminum Tube MulM- B 3.000 C 0.757 D 1.118 E Am Min, A 1.312 1'X276` X Aw Aluminum Tube Mullion B 3.000 C 8478 D 0.838 E .450 Min. A 2.000 1' X 3.126° X .6w Alum Tube Mug B Z.837 C 0.883 D 1.137 E .460 Min. A 2.826 1.26' X 3.188" X 2 Aium Tube Mull B 3.28'1 C 0.882 D 1.782 E 7450 Min. A 1.813 1.25' X2.i1° .121' Alum Tube MUD Jx 1. 1,ROD=REV1413D ,- NY l ,, ... 'I/,- * No. 55705 . ='0 ,12 3Ot1 STATE ; • �y i�.t� '•. FCORIOA •• �� . LYNN {1�ILL�rt P.E. FL P.E. #68705 i i i i i i G l 11x 'X.12V MULLION i i i i 4 i i i i i i 45° SAY MULUO 8089-78 ALUM. X4WCTION 2'- I-- .881 —I 740' �.12fi 1 I .128' 2000° � 2.126° I .128" 1 STANDARD CUP .128' U-CLP 6003- TOALUAL 6083-TO ALUM. X- SECTION X.SECTION 6.500' CUT fmm TO 3.128° _ CREATE F CLIP, SEE -378° DETAIL F. SHEET 4 I MIN (1 ( O MIN. MIN. 0 31Y 1 O.C. I I I F O 0226° NOTES: 1) ALL MULLION CLIPS MAY SE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRUM IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. OFFSET CLIP SUS-T8 ALUM. TOPVIEW Pd 128° 2X8 ANGLE CLIP 0063.78 ALUM. X- SECTION 8.000• 376" MIN. 3TL 0.312' MB _- 0-- ---e -- 0 2X5 ANGLE CLIP 8053•T5 ALUM. TOPVIEW T6RI P 11 Dimension STANDARD CLIP For Murton: U-CLIP 3.887 5053.75 ALUM. G 9053 -T5 ALUM. H TOPVIEW F USED FOR ALL V 1 "X49X.375' I Aluminum T MuIIfon G 0.767 X 4" MULLIONS. 2434 F 2.613 SHEET310 & 11 F 6.500" 45° Bay Mull TOPNEW 668M110M 46 Degree (17) 375° WA MIN. WA 111M 1.16• MIN. 1 O.C. 0.312" 2.280' I 3.000° H O O II Q .— 1 I O TARL F NOTES: 1) ALL MULLION CLIPS MAY SE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRUM IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. OFFSET CLIP SUS-T8 ALUM. TOPVIEW Pd 128° 2X8 ANGLE CLIP 0063.78 ALUM. X- SECTION 8.000• 376" MIN. 3TL 0.312' MB _- 0-- ---e -- 0 2X5 ANGLE CLIP 8053•T5 ALUM. TOPVIEW T6RI P 11 Dimension Value an) For Murton: F 3.887 1'X4'X.12" Aluminum Tube Mullion G 1.000 H 2.680 F 1187 1 "X49X.375' I Aluminum T MuIIfon G 0.767 H 2434 F 2.613 30' Bay Mull F 1 2.875 45° Bay Mull Mull Dimension (shoot 0) PGT Part# 'Mullion Std. Clip Offset COP U-ClIp Angle Clip 1'X4' X.126' (10) 88364 6W111M 6MI122M OM41M 688518M VX4 °X.375"(11) 58810 668112M 6681123M 688242M 656518M 30 Degree (16) 88849 WA NIA WA 668M110M 46 Degree (17) .68860 WA WA WA 111M O (BAY MULLS) 3.00° MIN. O.C. (1° X 4' MULLS) 11 aCEN3/ * No. 58705 Tie �0'� •.. FCOR1o1'`•�G� •;rStONA�- A. LYRII( K41C P.E. FL P.E.# 68705 TABLE E f .926' I ALUM 2.1� I 0083 -TS ALUK 8083 -TS ALUM. 8 � U-CLIP 2X6 ANGLE CLIP 2000° NOTES: 2.0100" X- SECTION 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED .926° ,126° L •126° V t AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES Z A! MAY BE DRILLED IN THE FIELD FOLLOWING 1,490' 9.490' -►I DIMENSIONS GAtEN ON THIS SHEET. 2) SEE SHEETS 2.4 FOR GENERAL INSTALLATION 6.600` METHODS. CUI HERETO �^- 5.000` N 2000° j CREATE F-", 37.6' i _ SEE DETA4. F. 375" 3.000° MNI.O.C. O MIN SHEET4 MW. 0.22r. 37b' MIN. MM. y z O wg 1.344° g 4.000' tv Mgt O.C. 2�' D.C. I � d .266" 2'X4 X.2' - - - - - - 3438' ^6 i 6.436° U ¢ rn MULLION 0.312° I g Q 0008ECTION. I 376' N Z o O I MIN. W Y 83T MIN O.C. o '�� STANDARD CLIP U-CLIP 2X6 ANGLE CLIP n' 608348 ALUM. 6083•T3ALUM. 8083.78 ALUM. CC TOPVIEW USED FORXX4 TOPMEW 6.666" MULLION, SHEET 13 TOFVIEW 375' 3.600' CREATEF -CLIP. 6.000° CUT HERETO 'MK r _ SEE DETAO. F. MIN. 0.226' 3.376° SHE DET MIN. 0_ .378° + 1344, I 0.31r '� O.C. ,.600° PItODUC1'REYISBD O I o MIN. ea P+7�3,ftflet?Mrlda BvOd6�gCoda 8000° r 6.430' - - �- - - - - 97 ado 6.438' IItIUI I� ACOOPWA- rxrx �' MULLION `'�•'VCENSg• 8083.78 ALUM.: • :• X- SECTION 378° N0.65705 O Q MIN• .837 MIN.O.0 ptSTl. r..C),,Ft W � '•.,fCORIOP:••�� STANDARD CLIP U•CLIP 8083•TSALUM. 8083 -TB ALUM. 268ANOALLML ��i TOP VIEW USED P.QR�x�s�' 6083-TO auxd. �� I I tO� NA4 MULLION, SHE�4 TOE A. LYNN MILWR, P.F- TOPVIEW _ FL P.E.# 68705 Mutt Dimension PGT Part# (sheet � Mullion Std. Clip ll -Ciip w ,.716- Mw. ac. \vn' t + 0.312' 2 °X4 °X.2ts'(13) 868D2 t>B8281M tt88271M 2° X S` X.26" (14) tT6804 888282M 888272M ,.716- Mw. ac. \vn' t + 0.312' Oa1r 4.806" SA33" 0 I I 438° n / Q �/G + Q Q 0.312' EXAMPLE 1 • SINGLE VERTICAL MULLION NOAKT44CM IN NEW SEE SEE FENESTRATION DETAIL& PRODUCTS SHEETS APPROVAL 2.3 MUWON IJ37.ISTH il BEE . MIS, SH SHEETS 2.3 �NOANCHOM WN�•W-I-N•I)O --WSILL � I�MIUI.LVADTH PEWNCB WIITH EXAMPLE 2: MMT02LE MUWONS LEN(rTH 6 DETAIL$ DETA.E, HEIGHT HEIGHT SHEETS" SHEET 3 FOR NORM '"Ir T sm DETAILS, SH EETS 4 r 4•S THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -114'. THE OPENING REQUIRES A DESIGN PRESSURE OF+BOA1.w.0 PSF. 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32° +32+1° =W. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -174' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01-6D.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1• X 2.78' X .378• MULLION (LENGTH m 72', OPENING WIDTH - 701 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-68.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET S. THE 1 "X 2.78° X .S60" MULLION (LENGTH - 72', OPENING WIDTH - 701) HAS DESIGN PRESSURE OF +1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 836 LS& 2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X8 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF So L98. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE • WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1 -60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF S38 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (6D PSF) X { 736 PSF } =624.8 L83 (MAY BE USED TO QUALIFY 11110 STEEL SCREWS FROM TABLE 46) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2- 318". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.01.0.0 PSF. FOR THE VERTICAL MULLION, 1) INITIALLY ASSUMING THAT V WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32' +72'+1"=106" AND THE OPENING WIDTH IS 38°+36' +1° =73•. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TAMES FOR A MW WON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3ArAND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-MO PSF. IF THE TABLE DOES NOTSHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1 "X 2.75' X .378° MULLION (LENGTH =108°, OPENING WIDTH -S" MEETS, THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +M5.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE SA, SHEET 13, THE 2X 4" X 280' MULLION ( LENGTH =105•, OPENING WIDTH a 807 HAS A DESIGN PRESSURE OF +1.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 071 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH IS 38" +W +2`=74°, NOT WAS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73' DIMENSION (3S- 1/Y+35.11Y +2'=73'. 2) USE TABLE 8B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (8) 3/1(' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 244 GIVES AN ANCHOR CAPACITY OF IOW LBS WHICH IS GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 871 LS& FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2" X C X. 280' MUWON, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS Mr AND THE OPENING HEIGHT IS 32°+72' +Y -1 Mr. REFERENCING SWEET 2Z THE COLUMN USING TRAPEZOIDALITRIANGIAAR LOADING MAY BE USED. FROM TABLE SA, SHEET 13, THE 2" X 4° X 250° MULLION (@ LENGTH o 42", OPENING HEIGHT -12D) HAS A DESIGN PRESSURE OF +1.170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LS& 2) USE TABLE SB TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBST RATE. IN THIS EXAMPLE. ASSUME THE CMU JAMS ARE r WIDE. IF THE .MULLION CLIP WERE TO BE CENTERED WITHIN THE S', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE . USING THE 2X5 ANGLE CUPS WITH (4) 3flS" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 88 FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LS& THE ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +1.64.7 PSF FROM THE VERTICAL MULLION +1-170.0 PSF FROM THE SIT" HORIZONTAL MULLION ATTACHING TO CMU; +1-170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MUWON QNTERSECTION} THE LOWEST DESIGN PRESSURE IS +1-04,7 PSF AND WOULD APPLY TO ALL OF THE MILLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL OWN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WRH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUWOIN. II. le Florida .,c nry Mlj[_,��'i No. 58705 i 0�•. %1 Or rl g / ;9 /0NAX- �,, ,, I I ,. A. LYNN lI4YLLUR, P.E. FL P.E. #88705 LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED // I .� r❑. Broil RERESENTATIONS OF TYPICAL %► PW CONFIGURATIONS. ,i // CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM I- �, � EICI Ilill/ __ II LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED // ! %ill �� ♦ � llii% ♦ ii LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALfrRIANGULAR LOADING: 11mil ADING OF HORIZONTAL MU LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOTANCHORED WITH INTERSECTING VERTICAL MULLION P :�� I .� r❑. Broil RERESENTATIONS OF TYPICAL %► PW CONFIGURATIONS. ,i // CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM �/ ICU I I f t ! %ill �� ♦ � llii% ♦ ii LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALfrRIANGULAR LOADING: 11mil ADING OF HORIZONTAL MU LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOTANCHORED WITH INTERSECTING VERTICAL MULLION P :�� I .� r❑. /% 1/ RERESENTATIONS OF TYPICAL apmmo PW CONFIGURATIONS. ,i // CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM �/ J I I f C VIAA BE DETERMINED. USE RECTANGULAR LOADING. �r LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I� PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF (2) HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION 'II i - III I /110 I' II! I 00 I Udfiw Cod wa th0 RERESENTATIONS OF TYPICAL apmmo PW CONFIGURATIONS. J(p CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM M�taml THOSE MOWN. I I f 2) IF THE {LOADING TYPE CANNOT BE DETERMINED. USE RECTANGULAR LOADING. �I SaT05 3) SEE PRODUCTS' APPROVAL FOR NO, ACTUAL ANCHOR LOCATIONS. LOADING OF HORIZONTAL A. LYNN Mllwk P.E. MULLION FL P.E.# 68705 LOADING OF VERTICAL MULLION 'II i - III I /110 I' II! I 00 I Udfiw Cod wa th0 RERESENTATIONS OF TYPICAL apmmo PW CONFIGURATIONS. i - III I /110 I' II! I 00 I Udfiw Cod wa th0 RERESENTATIONS OF TYPICAL LOADING OF VERTICAL MULLION N LOADING OF HORIZONTAL MULLION a 1 11,11 a LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: PRODUCrREVi$SD 1) DRAWINGS ARE Udfiw Cod wa th0 RERESENTATIONS OF TYPICAL apmmo PW CONFIGURATIONS. J(p CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM M�taml THOSE MOWN. I I f 2) IF THE {LOADING TYPE CANNOT BE DETERMINED. USE RECTANGULAR LOADING. SaT05 3) SEE PRODUCTS' APPROVAL FOR NO, ACTUAL ANCHOR LOCATIONS. LOADING OF HORIZONTAL A. LYNN Mllwk P.E. MULLION FL P.E.# 68705 'r it m �� =1 70MING DEPT DLDG DEPT °v j e SUBJECT TO COMPLIANCE Will ALL FEDERAL STATE AND CO( INTy RULES AND REGULATIONS 210 N I 1> .'K_ El �--4 1., 7. 7 \,G30"' + 6 Vtl ft-. gAvAt)rjr. 'KA Z� tiUE► ��.� of '114 l0h"b. z2. 2�st:5 . `�.. �I r �c� s \ 3� A �2 �\ �J OWk 1+- IQ13�.2 -- ` v 1a274-�3SlXo 1:A�J 11 -11 14.1 � z�4 11 r� ffl� i �74" �.Is 4t � Im l� r. .y �♦ (U) i-� R-A-MMS ENGINEERING, INC. Kd =.85 2100 W76 ST., HIALEAH, FLORIDA FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7 -10 MIAMI DADE COUNTY DESIGN WIND LOADS (LBS /SQFT) FOR 175 MPH WIND ZONE Interior & Exterior Zones (4 &5 - Walls) Positive Pressures CATEGORY II IBUiLDINGS Exposure D For the- 175 mph Wind Zone WITH .6 ADJUSTMENT Effective Wind Area or Tributary Area in S uare Feel., Height 10 20 30 40 - 50 60 M um 1.00 .0.95 0.92 0.89 0.88' 0.86 15 48.9 46.7 45.4 44.5 .43.8 43.2 20. 51.3 49.0 47.6 46.7 45.9 45.3 25 53.2 50.8 49.4 48.4 .47.6 47.0 30 55.1 52.6 51.2 50.1 49.3 48.7 40 57.9 .55.3 53.8 52.7 51.9 51.2 50 60.3 57.6 56.0 54.9 54.0 53.3 60 62.2 1 59.4 1 .57.8 1 56.6 1 55.7 1 55.0 111LGIIUI L.UIIC k-t - YYCU15) IvGyc2UVU r`IGaSulum Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT Height Maximum Effective Wind Area or, Tributary Area in S uare Feet 10 20 30 40 50 60 -1:10. -1.05 -1.02 -0.99 -0.98 -0.96 15 -53.1 -50.9 - 49.6 -48.7 .-47.9 -47.4 20 -55.6. -53.3 -52.0 -51.0 -50.3 -49.7 25 -57.7 -55.3 -53.9 -52.9 -52.1 -51.5 30 -59.8 -57.3 -55.8 -54.8 • -54.0 -53.3 40- - 62.9 -60.2 -58.7 -57.6 -56.8 -56.1 50 -65.4 -62.7• -61.1 -60.0 -59.1 -56.4 60 -67.5 -64.7 -63.0 -61.9 1 -61.0 -60.2 Exterior Zones (5 - Walls) Negative Pressures Exposure D For.the 175 mph Wind Zone WITH A ADJUSTMENT Effective Wind Area or, Tributary Area in S uare Feet Height 10 20 30 40 50 60 - Maximum -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -65.5 -61.1 -58.5 -56.7 -55.3 -54.1 20 -68.7 -64.1 -61.4 -59.4 -57.9 -56.7 .25 -71.2 -66.4 -63.6 -61.6 -60.1 -58.8 30 -73.8 -68.8 -65.9 -63.8 -62.2 -60.9 40 -77.6 -72:4 -69.3 -67.1 -65.5 -64.1 50 -80.8 -75.3 -72.1 -69.9 -66.1 -66.7 60 -83.3 -77.7 -74.4 -72.1 -70.3 -6 Length of End Zone (a):.10% of least horizontal dimension or .4 h, whichever i s but nofi.less than 4% of least horizontal dimension or 3 ft. (h =mean roof hetg In e t . AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Z i 1 NEW SH WD, NEW PICTURE WINDOW 37 "x26" 105 "x77" t NOA W12- 0213.05 NOA W12- TMW -04 ZONE: 5 ZONE: 5 +38.93 +38.99 53.51 51.59 gEXISTING EXISTING EXISTING BATH W.I.C. NEW rCH DR. TERRACE NOA W12- 0308.35 ZONA 5 +39.32 NEW SH WD. 52.26 37°x38" NOA No12- 0213.05 NEW CASEMENT WD. ZONE: 5 26 "x62f +39.93 NOA N°12- 0309.04 EXISTING -53,51 ZONE: 4 FAMILY +39.91 45.50 EXISTING �j MASTER BEDROOM �° I EXISTING la i,3111I Sd'Jores ViIIaq� 2s "x62 KITCHEN 4 e�SPPR®@/�'c® BY � 4 e ® W�9.91 7'®MING DEPT -r BLDG DEPT a� %✓ SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COt 1NTY RULES AND REGUL4TI0qfLryy SH EXISTING EXISTING NOA No12- 0213.05 BEDROOM DINNING ZONE: 4 +39.74 NEW MUWON 43.32 1 "x4 "x62" NOA N012- 0127.07 EXISTING LIVING NEW SH WD. EXISTING 37"x26" NOA NO 12-0213.05 BATH EXISTING F�A ITY ZONE' 4 NEW MULLION FOYER +39.83 1`x4 "x50" 43.53 0 0 0 o NOA No12- 0127XOA RNCE DOOR 72"x80" o 12- 05 14.21 NEW SH WD. (2) 37"x50 ONA 5 NOA W12- 0213.05 39.32 ZONE: 4 -52.26 +39.67 Ar EXISTING -4146 GARAGE va-z W" 4 Eir .Wi,� r{ r4 r : Y fiM EXISTING BEDROOM ENTRY NOTE: WINDOWS AND SLIDING GLASS DOORS INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS SET FORTH IN THE APPROVED PRODUCT CONTROL APPROVAL COMPLY WITH FBC 2010 AND ASCE 7 -10 NEW SH WD. (2) 37x62] )A NO 12-021&05 ZONE: 5 +39.49 52.60 NEW CASEMENT WD. NEW CASEMENT WD. EXIST. GARAGE DR. 26x63" 26x63 TO REMAIN NOA W 12- 0309.04 NOA If 12- 0309.04 ZONE: 4 ZONE: 5 ±�50 ±�45 FLOOR PLAN 0 ST. DR. REMAIN NEW SH WD. 53x38" A W12-0213.05 ZONE: 5 +39.85 53.34 0 OLR •aaa :raar iA!®r)�L74 eaoo®ee1 mli�$� 1 j aI relic ale !& 1909 fIAFZ9t A02 -05-13 ROM!N\ awe: a"= sm: 1HDW aww: IF jDswa: J A -1 9$r W0.: t W 3 Lu co U cf) r 7 ® ro W _ Wi U LL I� W LU ® ir z L N� N� Q Lu O� C) ROM!N\ awe: a"= sm: 1HDW aww: IF jDswa: J A -1 9$r W0.: t W 3 r o � NEW SH WD. 37 "x26" NEW SH WD. NOA N °12- 0213.05 37 °x38° NOA N 112- 0213.05 ZONE: 5 NEW PICTURE WINDOW +39.93 ZONE: 5 105"x77° -53.51 +39.93 A N° - TMW - -04 -53.51 ZONE: 5 +38.99 -51.59 REAR ELEVATION ON NEW SH WD. 53"x53$ NEW CASEMENT WD. NEW CASEMENT WD. NOA N °12- 0213.05 26 "x62} 26 "x62$ ZONE: 4 NOA W 12- 0309.04 NOA W 12- 0309.04 +39 32 ZONE 4 ZONE: 4 +39.91 +39.91 45.50 45.50 0 NEW SH WD. 37"x26" NOA N °12- 0213.05 ZONE. 4 +39.93 43.53 LEFT ELEVATION C) 0 OLR �W.2sum Q02 -08-13 LLJ ILLJ 0 U go, M H M Q Lu �0 U _C LL U Z ® W0 z N� Q z 9A/A71016 a (/ ae: otatt .s sms *mw Owmi W NOTE. WINDOWS AND SLIDING GLASS DOORS JWN06_ INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS SET FORTH IN THE APPROVED PRODUCT CONTROL APPROVAL COMPLY WITH FBC 2010 AND ASCE 7 -10 -2 BFNETNM: 2 OF 3 FRONT ELEVATION M oil i .7 RIGHT ELEVATION a� OLR �Imvmz-lmm .aaairsos m szmw m Q02 -08 -13 0 Lu 10 M �f ► 1 _ z ®M M W< U (0o U Z zLL °W w � ° Lo_ N Cl) 1� Q z o 0 a.T71%?L3 wa: Uu m S=: SFIDWIi ORiQNNS W A� NO�s A -3 OW N0.s 3 OF 3 BOLT LENGTHS 96" LEAF HT. m 42" LONG 84" LEAF HT. = 30" LONG 80" LEAF HT. = 26" LONG P iF to OUT -SWING WOOD PATIO _DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALT. DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4, P O1 6" MAX. rrvwr- mum TYPICAL CLEVATIONS THESE DOORS /SIDELITES ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQQIRED. THE APPROVED PRODUCTS NOTED HEREIN ARE EXEMPT FROM PRESERVATIVE TREATMENT PER 2326.2.1 OF THE FLORIDA BUILDING CODE WHICH EXEMPTS WOOD SPECIES LISTED AS 'DURABLE'. THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTEO WOOD SPECIES BASED ON USDA LISTING AND MUST HAVE A SPECIFIC GRAVITY EQUAL TO OR HIGHER THAN THE REFERENCED SPECIES. PRODiJC'r RRVISRD W complying with the Mori& Bun 1"12-0514-21 Acceptenco No Ev ion }3Y Mw iad duc ' LAM. INSUL, GLASS SOLID 'WOOD INSERTS LARGE MISSILE IMPACT 1j ti J nI 90 �8 8. La LL no: m .0 Ell I 4 N 0 z � L R M3:< J 2 !Q to CL '� 0 Q f�Y LL. V) C7 Q I 0 U:l m 1 U O (Qj N �Q tP drawing no. W09 -29 SINGLE LEAF (X) OR DOUDLE LEAF (XX) DOORS DESIGN LOAD CAPACITY — PSF LEAF WIDTH FT. /IN. LEAF HEIGHT FT. /IN. GLAZING TYPES 'A', 'B', 'C' OR 'D' EXT. ( +) INT. (--) 2/0 2/6 JO 8%0 60.0 60.0 60.p= 1 60.0 60.0 60.0 SILICONE BEAD DOW CORNING 995 3/16" TEMP. GLASS 0.10" INTERLAYER SAFETY —PLUS II BY 'GLASSLAM' 1 /8" TEMP. GLASS 3/8" 1 j8R TEMP, P.GLASS FT� L LEAF LEAF WIDTH I WIDTH xx STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY -- PSF WIDTH (W) FT. /IN. LEAF HEIGHT FT. /IN. GLAZING TYPES 'A', '8', 'C' OR 'D' EXT. (+) INT. ( -) 2/0 2/6 3/0 8/0 60.0 60.0 1 60.0 \ 1 60.0 1 °D xx STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY -- PSF WIDTH (W) FT. /IN. LEAF HEIGHT FT. /IN. GLAZING TYPES 'A', '8', 'C' OR 'D' EXT. (+) INT. ( -) 2/0 2/6 3/0 8/0 60.0 60.0 1 60.0 60.0 1 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -- DEC -219 SILICONE BEAD DOW CORNING 995 1 j8" TEMP. GLASS 0.10" INTERLAYER SAFETY -PLUS II BY 'GLASSLAM' 3/16" TEMP. GLASS l 3 -1 /88 EMP SPACE SILICONE BEAD DOW CORNING 995 1/80 TEMP. GLASS 0.10" INTERLAYER SAFETY -PLUS II BY 'GLASSLAM' 1 /8" TEMP. GLASS 3/8" AIR SPACE 1/8" TEMP. GLASS DECORATIVE MOLDING OPTIONAL VWDTH LD w z WI W2 FFfSCTY�Ti1 W1_,_W2 , W1 WIDTH (W) ; W1 + W2 (FOR DOORS WITH SIDELITES) 2 1--11 /16" THK. INSERT SOLID WOOD OR LAMINATED WOOD 6D X 1 -3/4" LONG BRAD NAILS C1" FROM ENDS & 3" O.C. MAX. 3uilding Cado 1 A 'v on us GLAZING OPTIONS BY V{i0im Do& duct Control�� MAX. AREA OF GLASS TYPES 'A' OR 'H'......13.0 SQ. FT. MAX. AREA OF GLASS TYPE 'C .....................10.4 SQ. FT. MAX. AREA OF WOOD INSET ..........................13.0 SQ. FT. �' c9 M 1 CORNING 995 GLAZING TYPES 'A% 'B' OR 'C' �'. • `. " 6D X 1 --3/4" LONG BRAD NAILS 1" FROM ENDS & 3" O.C. MAX. GLASS WITHIN WOOD INSET OPTION FLA. PE # 70! C.A.N. 538 08 V a. U. rn 0) N I 0 0 % �_ tL O w Igo 0 0� �p 0� O 0 43 of a Le iA LL a611 tY N 0 (3 o d LLI U*) 0 Lil 'Q 0 ,.J � +�0. -j° O N Q _3 0 La_ h . � W w a p Q drawing no. W09 -29 sheet 2 of 8 6D X 1 -3/4" LONG z BRAD NAILS 1" FROM ENDS °D 6D X 1 --3/4" LONG BRAD NAILS z 6D X 1 --3/4" LONG BRAD NAILS z m & 3" O.C. MAX. !I 1" FROM ENDS 1" FROM ENDS ; `: i• I & 3" O.C. MAX. I & 3" O.C. MAX. �` , • 1 I �•. M M 'I 6 � I M �'�•'i' 'fit � %'" f ii i iii .•' ;�� ek, � l,rt� O f ' O ' lasl w w SIL w P OYSEAM ACRYLIC , P OYSEAM ACRYLIC P OYSEAM ACRYLIC DO GLAZING TYPE ':A' GLAZING TYPE 'B' GLAZING TYPE 'C'PRonuCTRLvtsm GLAZING TYPE 'D' 1" OVERALL THICKNESS 1" OVERALL THICKNESS 1" OVERALL THICKNESS i complying with the Florida WOOD INSET OPTION 3uilding Cado 1 A 'v on us GLAZING OPTIONS BY V{i0im Do& duct Control�� MAX. AREA OF GLASS TYPES 'A' OR 'H'......13.0 SQ. FT. MAX. AREA OF GLASS TYPE 'C .....................10.4 SQ. FT. MAX. AREA OF WOOD INSET ..........................13.0 SQ. FT. �' c9 M 1 CORNING 995 GLAZING TYPES 'A% 'B' OR 'C' �'. • `. " 6D X 1 --3/4" LONG BRAD NAILS 1" FROM ENDS & 3" O.C. MAX. GLASS WITHIN WOOD INSET OPTION FLA. PE # 70! C.A.N. 538 08 V a. U. rn 0) N I 0 0 % �_ tL O w Igo 0 0� �p 0� O 0 43 of a Le iA LL a611 tY N 0 (3 o d LLI U*) 0 Lil 'Q 0 ,.J � +�0. -j° O N Q _3 0 La_ h . � W w a p Q drawing no. W09 -29 sheet 2 of 8 s ' . LE1kF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH , LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH � V A7jN h � R!1 D. 7 LLJ O ULL I� N�C r ,r,KW$LL W to . 47M Gj i I N O o Z rJ Q CL _ LL, 8 1 71 3 0 M ca o r N 0 0 / A01 L: n w tic z j x i -Ujj- i c4 o la x 15 Z121 LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES y °? N AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSERTS .2o ARE ALSO ALLOWED. o g MINIMUM DIMENSIONS: i C a m TOP AND BOTTOM RAILS ......................... 5 ---1 %2" I LOCK AND HINGE STILES ........................ 5 -1 /2" Engr• dA AD MAD. ' o INTERMEDIATE STILES ............................... 5 --1 j2" CiVf[ ' FLA PE 7t}�592 c.A.rl.: tss SEE SHEET 2 FOR MAX. AREA OF GLASS, WOOD INSERTS AND DESIR ITY. as comtttyiu�Whirttt®IiO � � � '� Auiiding Coda .. rJ A e9 Acceptance NO � Ixpir tion Dato p j>!w~; drawing no. W09-29 i3y M& ui Uadc a iei tro sheet 'S of $ BOLT SUPPORT AT HEAD /SILL ALUM ALUM STRAP BRACKET EMBED FASTENED WITH (2) #8 X 1-1/4" SMS <} uJ a' ed.a ° R 0 a: T 9 0 d LOOM I O a H � x W z 2E (c) 0 e STRIKE PLATE ED IN WOOD SEE FOR SURFACE B L SEE SHEET 11 o v w a q TYPICAL ANCHORS SEE ELEV. FOR SPACING DOOR UNITS ANCHOR! TYPICAL ANCHORS POLYURETHANE r, C' ULVC. SIDELITE UNITS TYPICAL ANCHOR SEE ELEV. X 2" FH SMS 3-1/2" FROM ENDS D 15" O.C. MAX. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING o N r MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA MAY 0 18 2012 °- cn N i a z A$ Q J 5 I O � d 0 IL 190 G � n 0 0�� L'z� �z .J .�. 1 O 0 (j n Z O —' a w L °o 9>'_ ¢ "' s 0 _13: _ O ca z �0 in t? a .. o N 9" �& pp$ a t1 N mU �o C 0: 'O i/1 ttii era drawing no. W09 -29 sheet 4 of 8 TYPICAL ANCHORS ` SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.G. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" 116. TAPCON BY `ITW (Fu=120 KSI, Fy-92 KSI) -1/4" DIA ULIRACON BY 'ELCO' (Fu =177 KSI, Fyo 155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN, PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) X 2" FH SMS ALUMINUM : 1/8" THK. MIN. (6063 --T5 MIN.) 3 -1/2" FROM ENDS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) D 15" O.C. MAX. TYPICAL. EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 3/4" MIN, CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. 'RCODUCTREVISED C-90 HOLLOW /FILLED BLOCK AT JAMBS f'm - '2000 PSI MIN, s complying with the Florida Wilding Code » t� Engr. JA AD AHW CIVIL Weeptencc No LXpi nn Data 1.+� Ole FLA.. PE # 70592 QAX . 3538 �! ' llyi>at»i iI� loci Cantral S SPACING MAY 0 18 2012 °- cn N i a z A$ Q J 5 I O � d 0 IL 190 G � n 0 0�� L'z� �z .J .�. 1 O 0 (j n Z O —' a w L °o 9>'_ ¢ "' s 0 _13: _ O ca z �0 in t? a .. o N 9" �& pp$ a t1 N mU �o C 0: 'O i/1 ttii era drawing no. W09 -29 sheet 4 of 8 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING ACTIVE LEAF a °- t3 •. - :: :. � . 8 1 /2" MIN. 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 . A. a� 1BY. ° WOOD SUCK- 1/4" MAX. 9 ACTIVE LEAF D.L. OPG. 5 1/2" MIN. INSET WIDTF LEAF WIDTH 6D X 1 --3/4" LONG (H BRAD NAILS \ / AT 12 O.C. MAX. • j • • r�� Ij• j � r FRAME WIDTH 0 #8X2" FH WOOD SCREWS IN PAIRS (10) AT EACH END AT 3/8" FROM ENDS AND 2" O.C. MAX. I I INACTIVE LEAF •t 3 #8 X 2" FH WOOD SCREWS INSET WIDTI AT 15 -•3/4" FROM ENDS AND 8" O.C. MAX, EXTERIOR LEAF WIDTH WIDTH EXTERIOR LEAF WIDTH PRODUCT REVISED as complying wi11L the Florida Acreinn CQdc Accplaxtcci NO ! v !•,..a 1;Xp IiOnDalc �saSf By M i a A Dad duct C ntro Engr; JAVAD AHMAD CIVIL, FLA. PE' # 70592 C:A;N: 3838 r, MAY 0 f 2012 0 Z ti Q z o° � 0 h 0 Eaa Ir I° 9 z I n� r-. ."i I N a° .. ° z O — 0. WW � O jyj <iC to C7 J Q .{r 0 N C1 L.L- � U I' Q O'► � 0 O u: h+ � N a N iN w 1 M z`s v drawing no. W09 --29 sheet 5 of U. TYPICAL ANCHORS SEE ELEV. FOR SPACING -q. V 28Y WOOD BUCK a q ro- 1 /4" MAX. 9 1/4" x 2-1/4- ITW TAPCONS #8' X 2" FM SMS AT 3" FROM ENDS AT 5 -3/4" FROM ENDS AND 12" O.C. MAX. AND 14-1/4" O.C. MAX. , , \_POLYURETHANE " v GLUE 5 1/2" MIN. D.L. OPG, 5 1/2" MIN. LEAF WIDTH .3-1/2" X 1/8" i M ] ALUM PLATE �J FULL LENGTH #8 X 3/4" FH SMS IN PAIRS /'-'-AT 1" FROM ENDS & 10 -1/2" Q.C. EXTERIOR 5 1/2" MIN. SILICONE DOW CORNING 795 PRODUCT REVISBD as complying; with die Florida Cod Ac pta x0 No , E* on Date 12t�15` By �rol ' { mHrjp uct r Engr. . JAVAD AHMAD CM L 38 PE # %0582{ C.A.N. 38 ' t' 1 MAY 0 2012 V N I rn 0 �{y L ir�C J t✓V i CL Ito h M C rl 0 a, < x°40 z � 1 0 N z�. LO a aJ ` Q5.` 0 T 6. 0 O � �Q � M I � � OLZr.M19 W 8� V1 a 1 .� II o_ M drowin 9 no, W09 - 29 `../ FRAME HEAD /JAMB i0 1. f2 I 3 `-' TOP & BOTTOM RAIL HINGE & LOCK STILE /SIDELITE STILE O ALTERNATE TOP & BOTTOM RAIL HINGE & LOCK STILE /SIDELITE STILE 200 SILL COVER 6063 -T5 !D INTERMEDIATE STILE 0 GLAZING BEAD ASTRAGAL 1.309 ASTRAGAL INT. COVER 276 1.000 10 ASTRAGAL EXT. COVER 2 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 - 3/ DOOR FRAME HEAD /JAMB WOOD - 2 LOCKS: AS READ. TOP & BOTTOM RAIL /HINGE & LOCK STILE /SIDELITE STILE WOOD KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR 3 - AS REOD. ALTERNATE TOP & BOTTOM RAIL /HINGE & LOCK STILE /SIDELITE STILE WOOD - 4 - 1 SILL COVER ALUMINUM - 5 _ 1 SILL FILLER WOOD 6 - 1 FRAME SILL WOOD 7 - AS READ. GLAZING BEAD WOOD 8 - 1 ASTRAGAL PLYWOOD AS MARINE GRADE 13 PLY 9 f ASTRAGAL INTERIOR COVER WOOD 10 - - ASTRAGAL EXTERIOR COVER WOOD 12 AS READ. INTERMEDIATE STILE MOOD 13 S44 4/ LEAF; HINGE STEEL OR ST /ST DELTANA 14 #10 X 3" 3/ CORNER FRAME ASSEMBLY SCREWS FLAT HEAD - 15 QEBD650 AS READ. FRAME WEATHERSTRIPPING Q -LON PVC SCHLEGEL SEALANT: WOOD OPTIONS 1- SOUTHERN CHERRY 2- ANDEAN WALNUT 3-° TROPICAL WALNUT 4- WHITE OAK 5- YESQUERO SPECIFIC GRAVITY = 0.50 MIN. (E =1,400,000) GRADE = 2 MIN. MOISTURE CONTENT 12X MAX. 4.000 FRAME & PANEL CORNERS SEALED WITH DUROLOK CM902 SEALANT. FRAME AND PANEL CLADDING GLUED WITH TECHNOBOND L560S. HINGES: 4" X 4" X .130" THK. HINGE 4 PER LEAF AT 9 -3/4" FROM EACH END QQ + + AND 25-1/2" O.C. MAX. I t 4.000 II i LOCKS: I I CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR Q i PASSAGE LOCK AT 36" FROM BOTTOM, DEAD BOLT AT 42" FROM BOTTOM HINGE OPTION 1 = EMTEK CORTINA KEYED ENTRY DOOR LEVERSET 13 .13" THK. STEEL OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET HINGE INSTALLATION S.1iF1+u c OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET TO PANEL, (4) #12 X 1 -1/4" FH SMS MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND TO FRAME: (2) #12 X 3/4" FH SMS BOTTOM OF ACTIVE LEAF. IN INNER HOLES (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) (2) 1/4" X 2 -1/4" FH TAPCON IN OUTER HOLES MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY HAGER OR FPG WITH 5/8" THROW AT TOP & BOTTOM OF INACTIVE LEAF. }� 1.600 CIVIL FLA. PE # 70582 PRODUCTRMSBD C.A,N: 538 I ' '• I 900 �„_ an complying wi #it the FIctP;Itia 685 Building Code I A 295 AcWp- tauCle 2.400 Expiration Date SILL FILLER FRAME SILL BY 5 6 i L3a$ ro uci ntr WOOD WOOD vaalt I j rn E 0 C 3 J P IN O U C a 0 � 0 aW Ocv a Z F- w t W O ui < 0) 3 -j `� `v .� cm Z C) O N Q L` 1 r~? 02 p la. h g' 11 N W a v u o M Drawing no. Wog --29 hest 7 of 8 o.N •. s b r I r - FRAME TOP CM,NER M i A� Il •.0 � M _1 5" X 5/8" WOOD DOWEL I I INTERMEDLAIE CORNER f 1 i PRODUCT RUVISPD j as wmpiyin8 with the Florida I3uildiitg Corte Acceptance No nVirution Date'O 5" X 5/8" WOOD DOWEL • 5" X 5/8" WOOD DOWEL I PANEL BOTTQM CORNER co N I z % a 0 v VVV a cl O a WtA� ., �a I 0 N 0 0 z O ` v Lu 55 O z �+ d.. aC) p r: r rR 1 19999 6 IV q CL Sxl 0. • Engn JAVAD AHMAD CIVIL FLA. PE 1-70592 n •3.538' N ai a � � drawing no. 09 -29 *sheet S of 8 NEW SH WD. NEW PICTURE WINDOW 37 "x26" 105 "x77" NOA N °12- 0213.05 NOA N °12- 0309.06 ZONE: 5 ZONE: 5 +39.93 +38.99 53.51 51.59 OEXISTING 0 0 0 EXISTING OLR EXISTING TH W.I.C. NEW FRENCH DR. TERRACE ..o■: :Bar 71} x80° NOA N °12- 0308.35 LOOM-am ZONA 5 +39.32 aRO0o6em NEW SH WD. 52.26 37 "x38" NOA NO 12- 0213.05 m Xw. = lm> NEW CASEMENT WD. ZONE: 5 pg as 26 "x62f +39.93 NOA N" 12- 0309.04 EXISTING 53.61 ZONE: 4 FAMILY +39.91 " -45.50 EXISTING 7F, V---) MASTER BEDROOM EXISTING JAIN � , . NEW CASEMENT WD. %$ `d 26 "x62f KITCHEN NOA If NE- 49.04 e ®�o ommo oom ZONE: 4 �9 �ooeo - -- +39.91 -45.50 NOTE: WINDOWS AND SLIDING GLASS DOORS co INSTALLATION SHALL BE IN ACCORDANCE M WITH MANUFACTURER'S SPECIFICATIONS SET FORTH IN THE APPROVED PRODUCT �jth COMPLY WITH APPROVAL 2010 AND ASCE 7 -10 W O L �j0 J U_ NEW SH WD. EXISTING EXISTING 53"x53 BEDROOM DINNING NEW SH WD. rn w NOA N °12- 0213.05 (2) 37x62f ® LLI w ZONE: 4 - 0213.05 Z O +39 NEW MULON N 2 .74 -43.32 1 "x4 "x62" ZONE: 5 :� N co NOA N °72- 0127.07 +39.49 LL N - - EXISTING S2.so be � LIVING 0 ® 37 � " SH WD EXISTING �I 37 °x26° NOA N °12- 0213.05 BATH LLi \ q ZONE: 4 DR. +39.93 NEW MULLION ::)E)OST. O REMAIN I �\ 1 'x4 "x50" U'. 1 g 43 0 00 o NOA N°72- 0127.07 EXISTING Lu �V FOYER I 0 NEW SH WD. u_i (2) 37 "x50} � y Q cc NOA N °12- 0213.05 L o ZONE. 7 EXISTING NEW SH W0. u w -43.46 EtOSr. DR. GARAGE 53x36° v TO REMAIN NOA N °12- 0213.05 ! EXISTING EXISTING +39 855 BEDROOM -53.34 ENTRY HOORRM - O use: Oise 4 _ z $rpc: afOWN Matwlt: e 4 U W p�l10.s I- < NEW CASEMENT WD. NEW CASEMENT WD. 2643" 26x63" EXIST. GARAGE DR. TO REMAIN - NOA If 12- 0309.04 NOA W 12- 0309.04 y ZONE: 4 ZONE: 5 17 A-1 +39.90 +39.90 53.45 FLOOR PLAN �' 43.50 MET M. t of 3 � f 1 OLR eaaHiraor Lamm-mm AH000!<i0 v m m x lSr � d56-�f � NEW SH WD. 37 "x26" NEW SH WD NOA N912- 0213.05 37"x38" NOA NO 12-0213.05 ZONE: 5 NEW PICTURE WINDOW +39.93 FZONE: 5 105 "x77" —53.51 i -53.51 NO, NO12 -030 .06 ZONE 5 +38.99 0 —51.59 M U �J M z® o REAR ELEVATION � �s � U yLL mC ® Wo �� zo � a NEW SH WD. 37"x26" NOA N °12- 0213.05 NEW SH WD. ZONE: 4 LN 53 "x53} +39.93 NEW CASEMENT WD. NEW CASEMENT WD. NOA NO 12-0213.05 —43.53 26 "x62} 26 "x62$ ZONE: 4 NOA N° 12- 0309.04 NOA N° 12- 0309.04 +39.74 ZONE: 4 ZONE: 4 —43.32 +39.91 +39.91 45.50 45.50 BWAIM DME: ° �: »,w LEFT ELEVATION �'" W NOTE: WINDOWS AND SLIDING GLASS DOORS ��`4 INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS SET FORTH IN THE APPROVED PRODUCT CONTROL APPROVAL COMPLY WITH FBC 2010 AND ASCE 7 -10 A -2 SMTNCL2 2 OF 3 0 0 OLR ♦HCHITBOT IJ A=6 NEW MUWON 1 °x4 °x50° NOA N012 -0127. � 82w 1Qm PLQfIDA 30 1D 1569 stb•4H1 pasr DR. EXIST. GARAGE DR. TO RE MAIN TO REMAIN NEW SH WD. (2) 37 °x50 NEW CASEMENT WD. NEW CASEMENT WD. NOA N012- 0213.05 26x63" 26x63° ZONE: 4 NOA W12-0309.04 NCA - +39.87 ° ZONE: 4 ZONE: 5 -43.48 +39.90 +39.90 -43.50 53.45 LLJ - M M L Q W� FRONT ELEVATION Lu U U)g U Z cLL cDW w ® zo Lo = N fie a ®� z NEW MULLION 1 °x4 °x62" NOA N012- 0127.07 LE-] 11 NEW SH WD. 54x38° ST. DR NOA If 12- 0213.05 0 REMAI E El u 11 1 ZONE 5 NEW SH WD. Li +39.81 (2) 37x62} -53 27 NOA W12-0213.05 NEW FRENCH DR. ZONE: 5 +39.81 711x80° 53.27 NOA N012- 0308.35 + 5 39. �„ +39.32 / 52.26 / Dive: aav sms H10MM UM M: W RIGHT ELEVATION NOT- WINDOWS AND SLIDING GLASS DOORS petr0.: INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS SET FORTH IN THE APPROVED PRODUCT CONTROL APPROVAL • .3 COMPLY WITH F8C 2010 AND ASCE 7 -10 A MW NM: 3OF3 I L ANCHOR /CLIP t GLAZING PRODUCT ANCHOR/CLIP HORIZONTAL MULLION MULLION GLAZING GLAZING z PRODUCT GLAZING PRODUCT PRODUCT PRODUCT o ANCHOR /CLI VERTICAL VERTICAL n In MULLION MULLION GLAZING W2 GLAZING W GLAZING ji PRODUCT PRODUCT PRODUCTt w1 "" W2 MULLION SPAN ANCHOR/CLIP--) R W1 W2 W3 MULLION SPAN WIDTH (W) = w1 + W2 + W3 2 ANCHOR /CLIP WIDTH (W) - W1 + w2 2 v + N 3 z b ANCHOR /CLIP , a ANCHOR /CLIP r-HORIZONTAL MULLION GLAZING PRODUCT GLAZING PRODUCT ITL F- HORIZONTAL MULLION GLAZING �.,' %'� PRODUCT t lo VERTICAL MULLION GLAZING GLAZING z PRODUCT GLAZING PRODUCT PRODUCT PRODUCT o ANCHOR /CLI a VERTICAL n In t , W1 W2 W WIDTH (W) - W1 + w2 2 v + N 3 z b ANCHOR /CLIP , a ANCHOR /CLIP r-HORIZONTAL MULLION GLAZING PRODUCT GLAZING PRODUCT ITL F- HORIZONTAL MULLION GLAZING �.,' %'� PRODUCT lo GLAZING GLAZING PRODUCT PRODUCT o a VERTICAL n In MULLION ANCHOR /CLIP , w1 "" W2 MULLION SPAN WIDTH (W) — W1 + w2 2 TYPICAL MULLION ARRANGEMENTS + N N " 0 _ + N C~t THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI -DADE COUNTY APPROVED IMPACT AND NON-- IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS, INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2010 FLORIDA BLDG. CODE - SECTION 2003.8.4. MULLION & CLIP NOTES: 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS PRODUCT REVISED as complying with tho Florida Buiiding-Code QQ Acceptanaa No71 Fa viration Data e d �0 q w� 0 1-z te a 0 ... Vj in Z w 2 d a X U z� H � a W W r� z� N a aJpaa°� •a� Am�a °a a LO o - -' U. w N x tt3 O z t9 z H � � t'S d � U a 0 .'a :I Q 0 1 1.690 --<• Ab2 � }.500 � .lSb TYP. P6== .125 C 3.000 1.500 M r a a �9p i 1.405 4.000 4.000 .115 1.732 r 062 .125 Ij p � t? 4 z 3.000 3.062 3.000 .115 a► O M .4 2 X 4 TYPICAL 2.000 1.732 2.062 '°0 6 0: 4.500 STD. 7 2A00 WINDOW FRAME z >= o hit, (n LLI °as p 2X MULLION CLIP m 2 a A 6063 -T6 .188- ( + .156 -� 4 r-1 102 �°' I�- 1A00 -�I iQP I�•].Q00� .ISb -� 078 NOTCH 'L' 6.000 1.062 -«I 1.188 1.062 1.188 1.Ob2 df UI OPTIONAL 2 X 6 t X 4 1 X 3 1 X 3 7 X 2 1 X 2 W 1 STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLIO CUSTOM MULLION 5 � MULLIO 6063 -T6 6063 -T6 6063 -T6 6063 --T6 6063 -T6 H to Ixx: 2.070 in! Ixx: 1.000 in4 Ixx: 0.950 in4 Ixx: 0.370 in Ixx: 0,330 !n4 4 Sxx: 1.035 jn3 Sxx: 0.667 in3 Sxx: 0.633 jn3 Sxx; 0.370 in3 Sxx: 0,330 in3 z� (FLANGE FRAME} (FIN FRAME} (FLANGE FRAME} (FIN FRAME} (FLANGE FRAME} ~ Z V STANDARD TUBULAR SHAPES 2.000 h, . a. :j TYP. WALL a .125" ALL Ij ALLOY - 6063 -T6 jam- 1.000 .125 w .1 I .750 j TYPICAL W GLAZING PRODUCT .129 -1.000- 1.000 2'000 2.00D .125 2.250 1.000 4.000 ! 6.00D 3.000 H '1 .12s 2.000 4.500 eti N X MULLION CLIP 2.000 3.000 4.000 4.000 Lj I L__j I L___j 04 6063 -T6 u L 1 X 4 1 X 3 1 X 2 MULLIONS CONTAINING STD. TUBE MULLION STD. TUBE MULLION STD, TUBE MULLION •L•� 1 NOTCH •L• TYPICAL GLAZING PRODUCTS 2 X 6 6063 -T6 6063 -T6 6063 -T6 N OPTIONAL HORIZONTAL OR VERTICAL 2 X 4 Ixx: 2.070 i64 Ixx: 0.950 in4 Ixx: 0.330 in4 4- Sxx: 1.035 in3 Sxx: 0.6331'14 uCT V1WIR 330 in3 w SEE WINDOW OR DOOR APPROVAL FOR STD._ TUBE MULLION STD. TUBE MULLION as complying ith tbeFl�uli�a t 6063 -•T6 5063 -T6 OtIildulg Code FASTENERS SIZES AND SPACING 80 Ixx: 2.980 ia Accepance Ixx: 8.2 U l a° Sxx: 2.760 in3 Sxx: 1.490 in3 8xpiratianDa Rv NOTCH OPTIONAL .125 MIN. RECTANGULAR ALUMINUM T IONS INSTRUCTIONS: USING MULLION PROPERTIES ONLY !q USE CHARTS AND GRAPHS AS FOLLOWS. 'f!�8 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT �g AND CAN BE USED WITH ALL LAWSON S MIAMI -DADS STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. t� ,. a •�. COUNTY APPROVED IMPACT AND NON -- IMPACT PRODUCTS. ° 0 a° • t ST_ EP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD o o ° ,aJ REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT `'� 4�.. �O � il"`U APPROVAL. NOTES: d ; 0 "" zm STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 2.000 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 'I OF 10 FOR BUILDING CODE COMPLIANCE. o � °• s �� I Ll 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2, MULLIONS MAY BE ORIENTED VERTICALLY OR � �' °.►j0' SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. .( I ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. 1 6063 -T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. A CLIP LENGTH MULL "L" 1 X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' z X 4 3.688' 2 X 6 5.688` RECTANGULAR ALUMINUM T IONS INSTRUCTIONS: USING MULLION PROPERTIES ONLY !q USE CHARTS AND GRAPHS AS FOLLOWS. 'f!�8 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT �g AND CAN BE USED WITH ALL LAWSON S MIAMI -DADS STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. t� ,. a •�. COUNTY APPROVED IMPACT AND NON -- IMPACT PRODUCTS. ° 0 a° • t ST_ EP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD o o ° ,aJ REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT `'� 4�.. �O � il"`U APPROVAL. NOTES: d ; 0 "" zm STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 2.000 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 'I OF 10 FOR BUILDING CODE COMPLIANCE. o � °• s �� I Ll 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2, MULLIONS MAY BE ORIENTED VERTICALLY OR � �' °.►j0' SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. .( I ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. 1 6063 -T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. A I MI Width w MULL. SPAN 1 X 2 1 X 3 1 X 4 2 X 4 2 X 6 Width(W)l MULL SPAN 1 X 2 1 X 3 1 X 4 2 X 4 2 X 6 Width (w) MULL SPAN 1 X 2 1 X 3 4 X 4 2 X 4 2 X 6 18 38- 318" 150.0 150.0 150.0 150.0 150.0 18 74414" 28.3 81.5. 150.0 150.0 150.0 18 120" - 19.3 42.1 60.5 150.0 24 150.0 150.0 150.0 150.0 150.0 24 21.2 61.1 133.2 150.0 150.0 24 - - 31.5 45.4 126.2 30 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 108.5 150.0 150.0 30 - 25.2 36.3 100.9 38 102.5 150.0 150.0 150.0 150.0 36 - 40.7 88.8 127.8 150.0 36 - - 21.0 30.3 84.1 42 87.9 150.0 150.0 150.0 150.0 42 � 34.9 761 109.5 150.0 42 - - 18.0 25.9 72.1 48 76.9 150.0 150.0 150.0 150.0 48 - 30.6 66.6 95.8 150.0 48 - - 15.8 22.7 63.1 64 68.3 137.6 150.0 150.0 150.0 64 - 27.2 59.2 85.2 150.0 64 - - 20.2 56.1 60 61.5 123.9 150.0 150.0 150.0 60 - 24.4 53.3 76.7 144.2 60 - - 18.2 50.5 66 55.9 112.6 150.0 150.0 150.0 66 - 22.2 48.4 69.7 131.1, 66 - - - 16.5 45.9 72 51.3 103.2 150.0 150.0 150.0 72 - 20.4 44.4 63.9 120.2 72 - - 15.1 42.1 78 47.3 95.3 150.0 150.0 150.0 78 - 18.8 41.0 59.0 110.9 78 - - - - 38.8 18 60- 618" 89.3 150.0 150.0 1 150.0 150.0 18 84" 56.3 122.6 150.0 150.0 18 132" - - 31.6 45.5 126.4 24 67.0 150.0 150.0 150.0 150.0 24 - 42.2 92.0 132.4 150.0 24 - - 23.7 34.1 94.8 30 53.6 142.3 150.0 150.0 150.0 30 - 33.8 73.6 105.9 150.0 30 - 19.0 27.3 75,8 36 44.6 118.6 150.0 150.0 150.0 36 - 28.1 61.3 88.3 150.0 36 - 15.8 22.7 63.2 42 38.3 101.7 150.0 150.0 150.0 42 - 24.1 52.6 75.7 150.0 42 - 19.5 54.2 48 33.5 89.0 145.4 150.0 150.0 48 21.1 46.0 66.2 140.8 48 - - - 17.1 47A 64 29.8 79.1 129.2 150.0 150.0 54 - 18.8 40.9 58.8 125.2 64 - - - 15.2 42.1 60 26.8 71.2 116.3 150.0 150.0 60 - 16.9 36.8 53.0 112.7 60 _ - 37.9 66 24.4 64.7 105.7 150.0 150.0 66 15.3 33.4 48.1 102.4 66 - - - 34.5 72 22.3 59.3 95.9 139.5 150.0 72 - - 30.7 44.1 93.9 72 - - - 31.6 78 20.6 54.7 89.5 128.8 150.0 78 - - 28.3 40.7 861 78 - - - 29.2 . 18 67" 62.6 15010 150.0 150.0 150.0 18 - 37.7 82.1 118.3 150.0 18 144" - - 24.3 35.0 97.4 24 46.9 135.1 150.0 150.0 150.0 24 28.3 61.6 88.7 150.0 24 - 18.3 26.3 73.0 0 37.5 108.1 0 150.0 150.0 30 - 22.6 49.3 71.0 150.0 30 - 21.0 58.4 36 31.3 90.1 150. �-13T.-j 150.0 150.0 36 - 18.8 41.1 59.1 143.8 36 - - - 17.5 48.7 42 26.8 77.2 150.0 150.0 42 - 16.2 35.2 50.7 123.2 42 » - 15.0 41.7 48 23.5 67.5 114.7 150.0 150.0 48 - 30.8 44.3 107.8 48 - - - 38.5 64 20.9 60.0 101.9 146.8 150.0 64 - - 27.4 39.4 95.8 54 - - - 32.5 60 18.8 54.0 91.7 132.1 150.0 60 - - 24.6 35.5 88.3 60 - - - - 29.2 66 17.1 49.1 83.4 120.1 150.0 66 - » 22A 32.3 78.4 66 - - - - 25.6 72 15.6 45,0 76.5 110.1 150.0 72 - - 20.5 29.6 71.9 72 - - - - 24.3 78 - 41.6 70.6 101.6 150.0 78 - - 19.0 27.3 66.3 78 - - - 22.5 18 63" 46.3 133.4 150.0 150.0 150.0 18 1081* - 26.5 57.7 83.1 150.0 18 160" - - 31.0 86.1 24 34.8 100.0 150.0 150.0 150.0 24 - 19.9 43.3 62.3 150,0 24 - 23.3 64.6 30 27.8 80.0 150.0 150.0 150.0 30 - 15.9 34.6 49.8 136.3 30 - 18.6 51.7 36 23.2 66.7 125.2 150.0 150.0 36 - - 28.8 41.5 113.6 36 - - 15.5 43.1 42 19.9 57.2 107.3 150.0 150.0 42 - - 24.7 35.6 97.4 42 - - - 36.9 48 17.4 50.0 93.9 135.1 150.0 48 - 21.6 31.1 1 85.2 48 - - 32.3 54 15.4 44.5 83.4 120.1 150.0 64 - 19.2 27.7 75.7 54 - - - - 28.7 60 40.0 75.1 108.1 150.0 60 - - 17.3 24.9 68.1 60 - - - 25.8 66 - 38.4----1 68.3 98.3 150.0 66 - - 15.7 22.7 62.0 66 - - - - 23.5 72 - 33.3 62.6 90.1 150.0 72 - - 20.8 56.8 72 - 21.5 78 30.8 57.8 83.2 150.0 78 1 - - 19.2 52.4 78 - - - 19.9 W1 W2 a L n rHORIZONTAL MULLION 1::;::%; GL AZING PRODUCT VERTICAL MULLION z GLAZING GLAZING GLAZING GLAZING PRODUCT PRODUCT -� ro r ►w W1 W2 a L n rHORIZONTAL MULLION 1::;::%; GL AZING PRODUCT "� 3 GLAZING GLAZING PRODUCT PRODUCT MULLION SPAN TYPICAL MULLION ARRANGEMENTS - _ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = 11 + W2 2 PRODUCT RPVfSBD as complyingwiththeFlodds. Building Code Acceptance No • Erxpiration bate %7 MB Eam; � ade Product N�� ®rtei~s�rassp�� 3� ago a$ppoacooa °Oa r ° o °° 8 oa d LU '0 m ° �° Q ro r ►w M I a as c cog $ d d M 00 `C z 00a 4 O H � nw w Z z x 0 d 44 W 10 a 0 Q z � `� `� z M a iii ~ z N�� ®rtei~s�rassp�� 3� ago a$ppoacooa °Oa r ° o °° 8 oa d LU '0 Y 2X MULLION CLIP 6063 -T6 2. 1 X MULLION CLIP 6063 -T6 OPTIONAL 2 X 6 M�- 1 X 4 LIO CUSTOM MULLIQ 6063 -TB Ixx: 4.709 in4 Sxx: 2.355 in3 -2.000 (FLANGE FRAME) STANDARD TUBULAR SHAPES 7YP. WALL - .125" ALL ALLOY = 6063 --T6 TYPICAL GLAZING PRODUCT MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Fl 4. .125 1 X 4 STD. TUBE MULLION 6063 -T6 Ixx: 4.709 in Sxx: 2.355 in3 2 X 6 STD, TUBE MULLION 6063 -TB Ixx:19.648 in4 Sxx: 6.549 in3 2 X 4 STD. TUBE MULLION 6063 -T6 Ixx: 7.649 in Sxx: 3.825 in3 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS, DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. ST_ P 2 USE P V PRO D GLAZING PRODUCTS MEETING ABOVE LOAD STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. STEP 4 SPECIFY MAXIMUM SHIM SPACING. USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. AN LE CLIP 2. INHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS 6063 -T6 INTO TUBE MULLIONS, SEE OPTIONAL S EP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE, 1 X 3 STOM MULLI 6063 -76 Ixx: 2.168 iri Sxx: 1.445 in3 (FLANGE FRAME) 1 X 3 _STD. TUBE MULLION 6063 -T6 Ixx: 2.168 in! Sxx: 1.445 in3 .115 1-1.188-4 4 1 X 3 CUSTOM MULLION 6063 -T6 Ixx: 2.218 in4 Sxx: 1.479 in3 (FIN FRAME) PRODUCT REVIS13D as complying with the pim ma Build'fug Code 7 Acceptance Na Expiration Date %7 13 Miami de Fee et' RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. m� w t° r 0 M I M � � 0 � f L' z a= r � Z soo2a z �a a uti D V k 4 rd 4 W s4r z r4 O Ila 0 � In V' Z /z z W 0 w a H U1 z a � IJ U !�3 k 14 CLIP LENGTH MULL "Llp 1 X 2 1.688' 1 X 3 2.688" 1 X 4 3.688' 2 X 4 3.688' =2X 5.688' Fl 4. .125 1 X 4 STD. TUBE MULLION 6063 -T6 Ixx: 4.709 in Sxx: 2.355 in3 2 X 6 STD, TUBE MULLION 6063 -TB Ixx:19.648 in4 Sxx: 6.549 in3 2 X 4 STD. TUBE MULLION 6063 -T6 Ixx: 7.649 in Sxx: 3.825 in3 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS, DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. ST_ P 2 USE P V PRO D GLAZING PRODUCTS MEETING ABOVE LOAD STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. STEP 4 SPECIFY MAXIMUM SHIM SPACING. USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. AN LE CLIP 2. INHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS 6063 -T6 INTO TUBE MULLIONS, SEE OPTIONAL S EP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE, 1 X 3 STOM MULLI 6063 -76 Ixx: 2.168 iri Sxx: 1.445 in3 (FLANGE FRAME) 1 X 3 _STD. TUBE MULLION 6063 -T6 Ixx: 2.168 in! Sxx: 1.445 in3 .115 1-1.188-4 4 1 X 3 CUSTOM MULLION 6063 -T6 Ixx: 2.218 in4 Sxx: 1.479 in3 (FIN FRAME) PRODUCT REVIS13D as complying with the pim ma Build'fug Code 7 Acceptance Na Expiration Date %7 13 Miami de Fee et' RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. m� w t° r 0 M I M � � 0 � f L' z a= r � Z soo2a z �a a uti D V k 4 rd 4 W s4r z r4 O Ila 0 � In V' Z /z z W 0 w a H U1 z a � IJ U !�3 k 14 r • E M UL TEEL R E EL REINFORCED TURF M Width w MULL SPAN 1 X3 1 X4 2X4 2X6 Width (w )l MULL SPAN 1 X3 1 X4 2 X 4 2X6 Width w MULL SPAN TX73-7 1 X4 2X4 2X6 18 38- 3/8" 150.0 150. 150.0 15 0.0 18 150.0 139.5 111.6 93.0 79.7 74 -114" 69.7 62.0 55.8 50.7 46.5 42.9 150.0 150.0 150,0* 18 120" 44.0 95.7 150.0 15 0.0 24 150.0 150.0 150.0 150.0 24 150.0 150.0 150.0 24 33.0 71.8 116.6 150,0 30 150.0 150.0 150.0 150.0 30 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 36 150.0 150.0 150.0 150.0 36 150.0 150.0 150,0 36 22.0 47.8 77.7 150.0 42 150.0 150.0 150.0 150.0 42 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 48 150.0 150.0 150.0 150.0 48 150.0 150.0 150.0 48 16.5 35.9 58.3 149.7 54 150.0 150.0 150. 150.0 64 134.6 150.0 150.0 54 - 31.9 51.8 133.1 $0 150.0 150.0 150.0 150. 60 121.2 150.0 150.0 60 - 28.7 46.6 119,8 66 150.0 150.0 150.0 150.0 66 110.1 150. 150.0 66 - 26.1 42.4 108.9 72 150.0 150.0 150.0 150.0 72 101.0 150.0 150.0 72 - 23.9 38.9 99.8 78 150.0 150. 150.0 150.0 78 93.2 150.0 150.0 78 - 22.1 35.9 92.1 18 605/8" 150.0 150.0 150.0 150.0 18 128,4 96.3 77.1 64.2 55.0 84" 48.2 42.8 38.5 35.0 32.1 29.6 150.0 150.0 150.0 18 132" 33.1 71.9 116.8 150.0 24 150. 150.0 150.0 150.0 24 150.0 150.0 150. 24 24.8 53.9 67.6 150.0 30 150.0 150,0 1150.0 150.0 30 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 36 150.0 150.0 150.0 150.0 36 139.5 150.0 150.0 36 16.5 35.9 58.4 150.0 42 150.0 150.0 150.0 150.0 42 119.5 150.0 150.0 42 - 30.8 50.0 128.5 48 150.0 150.0 150.0 150.0 48 104.6 150.0 150.0 48 - 27.0 43.8 112.5 54 150.0 150.0 150.0 150.0 54 93.0 150.0 150.0 54 - 24.0 38.9 100.0 60 150.0 1150.0 150.0 1 150.0 60 83.7 135.9 150.0 60 - 21.6 35.0 90.0 66 147.7 150.0 150.0 150.0 66 76.1 123.6 150.0 66 - 19.6 31:8 81.8 72 135.3 150.0 150.0 150.0 72 69.7 113.3 150.0 72 - 18.0 29.2 75.0 78 124.9 150. 150.0 150,0 78 64.4 104.6 .150.0 78 - 16.6 26.9 69.2: 18 67" 150.0 150.0 150.0 150.0 18 86.0 64.5 51.6 43.0 36.9 96" 32.3 28.7 25.8 23.5 21.5 19.9 150. 150.0 150.0 18 144" 25.5 55.4 89.9 150.0 24 150.0 150.0 150.0 150.0 24 140.1 150.0 150.0 24 19.1 41.5 67.5 150.0 30 150.0 150.0 150.0 150.0 30 112.1 150.0 150.0 30 15.3 33.2 54.0 138.6 36 150.0 150.0 150.0 150.0 36 93.4 150.0 150.0 36 - 27.7 45. 115.5 42 150.0 150.0 150.0 150. 42 80.1 130.1 150.0 42 - 23.7 38.5 99.0 48 150.0 150.0 150. 150.0 48 70.1 113.8 150.0 48 - 20.8 33.7 86.6 54 137.0 150.0 150.0 150.0 54 62.3 101.2 150. 54 - 18.5 30.0 77.0 60 123.3 150.0 150. 150.0 60 56.1 91.1 150.0 60 - 16.6 27.0 69.3 66 112.1 150.0 150.0 150.0 Be 51.0 82.8 150.0 66 - 15.1 24.5 63.0 72 1 02.8 150.0 160.0 150.0 72 46.7 75.9 150.0 72 - - 22.5 57.8 78 94.8 1 150.0 150.0 150. 78 43.1 70.0 150.0 78 - - 20.8 53.3 63" 150.0 150.0. 150.0 150.0 18 60.4 45.3 36.3 30.2 25.9 108" 22.7 20.1 18.1 16.5 15.1 - 131.2 150.0 150.0 1$ 1501, 22.6 49.0 79.6 150.0 150. 150.0 150.0 150.0 24 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0 150.0 150.0 150.0 150.0 30 78.7 127.9 150.0 30 - 29.4 47.7 122.6 150.0 150.0 150.0 150.0 36 65.6 106.6 150.0 36 - 24.5 39.8 102.2 130.5 150.0 150.0 150.0 42 56.2 91.4 150.0 42 - 21.0 34.1 87.6 $78 114.2 150.0 150.0 150.0 48 49.2 79.9 150.0 48 - 18.4 29.8 76.6 101.5 150.0 150.0 150.0 64 43.7 71.1 150.0 54 16.3 26.5 68.1 91.3 150.0 150.0 150.0 60 39.4 64.0 150.0 60 - - 23.9 61.3 83.0 150.0 150.0 150.0 66 35.8 58.1 147.0 66 - - 21.7 55.7 76.1 142.4 150.0 150.0 72 32.8 53.3 134.8 72 - - 19.9 51.1 70.2 131.4 150..0 150.0 78 3013 49.2 124.4 J. 78 - - 18.4 47.2 W1 W2 a 1 n HORIZONTAL MULLION �r GLAZING GLAZING III PRODUCT TYPICAL MULLION ARRANGEMENTS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = 11 + W2 2 PRODUCT REVISED as complying with the Ffur (b VERTICAL i3uitdiitg Cade Acceptance Ne' Expiration Date 17 o MULLION P. a z GLAZING GLAZING PRODUCT PRODUCT g W1 W2 a 1 n HORIZONTAL MULLION �r GLAZING GLAZING III PRODUCT TYPICAL MULLION ARRANGEMENTS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = 11 + W2 2 PRODUCT REVISED as complying with the Ffur (b }' " e q i3uitdiitg Cade Acceptance Ne' Expiration Date 17 o •tlis__.._ e_ P. f t g 4 1 F kt- b eeW �o � ttiS ® �%,n� c e� d Q: a z 0 14 0 5E cm 0 in 4 M "4 L z o 0 Z inWX 4 4 u a 02 24 A z H z r � � Q � � w f t g 4 1 F kt- b eeW �o � ttiS ® �%,n� c e� d Q: Y � •. 5/16" TAPCONS 1 1/4 MIN. 1_1/2" MIN. WOOD PENETRATION EDGE DIST 2 PER CLIP (1 ON EACH WING) t---- - - - - -- I ° I 1 � I I � i I 1 _ I ANCHOR LOCATION 11 !I IL —�I I "j, 2 BY I i WOOD BUCK I I t I t _ I `4 z 5/16" TAPCONS 1 -1/2" MIN. WOOD PENETRATION 1 PER ANGLE 1 X FLOATING CLIP 5/16- TAPCONS 1-1/2- MIN. WOOD PENETRATION 1 PER ANGL MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4" HOLLOW BL CK 5/16" TAPCONS 5/16" TAPCONS 1• -3/4" MIN. EMBED INTO MASONRY 1 --3/4- MIN. EMBED INTO MASONRY 3j4» 4 PER CLIP (2 ON EACH WING] 2 PER ANGLE `MIN. I \z_ I Y •: 1 �z 4 1 . _'r'• :'r .r• —.'a' .� �. .'�. � g 1 .• � � •� ' r•• .`. _ +s i �° .r..� ,�1 � � .� y • '+ .r�. _`1 �.Q •w. 2x2x1/8- ALUM ANGLE 2 B II t► L2X2X 1/8- WOOD BUCK II II ALUM ANGLE Ll U ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS, TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD 5/16- TAPCONS 1 1/4" MIN. 1 -1/2- MIN. WOOD PENETRATION EDGE DIST. 4 PER CLIP (2 ON EACH WING) ' z r ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD 5/16" TAPCONS 1 -1/2- MIN. WOOD PENETRATION 2 PER ANGLE z_ CLIP I I' ii ii U 1 1 _ I 2X2x 1 /8 -I ALUM ANGLE 2 7/16" ii ii i i I 9 1 MIN. 1 BY 1�-;1 II II I '•_------ ' -'- - -- 1 WOOD BUCK I' 'j 11X FLOATING CLIP N I I 1 I U U I t I 1 1 I I I I 1 I I ANCHORS TYPE 'D' (INTO BLOCK ANCHORS TYPE 'G' (INTO CONCRETE ALL CLIPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1X BUCK INTO TUBE MULLIONS, INTO CONCRETE OR BLOCK & TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4" 2 "x4" MULL MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4, HOLLOW BLO K 5/16- TAPCONS 5/16" TAPCONS 1 -3/4- MIN. EMBED INTO MASONRY 1 -3/4" MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE w • I `� • 1 •: I• I ' 1 1 j4" MI II II a IL-�I e I------- •--- --_ -__ I w° r- J �• i I WOOD BUCK i I f I 1 I ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD 5/16" TAPCONS 1 -1/2- MIN. WOOD PENETRATION 2 PER ANGLE z_ CLIP I I' ii ii U 1 1 _ I 2X2x 1 /8 -I ALUM ANGLE 2 7/16" ii ii i i I 9 1 MIN. 1 BY 1�-;1 II II I '•_------ ' -'- - -- 1 WOOD BUCK I' 'j 11X FLOATING CLIP N I I 1 I U U I t I 1 1 I I I I 1 I I ANCHORS TYPE 'D' (INTO BLOCK ANCHORS TYPE 'G' (INTO CONCRETE ALL CLIPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1X BUCK INTO TUBE MULLIONS, INTO CONCRETE OR BLOCK & TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4" 2 "x4" MULL MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4, HOLLOW BLO K 5/16- TAPCONS 5/16" TAPCONS 1 -3/4- MIN. EMBED INTO MASONRY 1 -3/4" MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE w • I `� • 1 •: I• I IX FLOATING CLIP 2X2x 1/8- ALUM ANGLE 2 X 2 X 1 /6- ALUM ANGLE ANCHORS TYPE 'C' (INTO BLOCK • ' ° ' �z ANCHORS TYPE 'F' (INTO CONCRETE) " + " '•' '� g 2 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK u i I I ALTERNATE ANCHOR LOCATION PRODUCT REVISED ms complying with the Fitt As Building Code Acceptatioe into �� F-xviration Date ._ m !Jiq Q� a ►, II a :t, w° IL-aI 1BY WOOD BUCK I' J I f I 1 I M w z M to i I tn p I J IX FLOATING CLIP 2X2x 1/8- ALUM ANGLE 2 X 2 X 1 /6- ALUM ANGLE ANCHORS TYPE 'C' (INTO BLOCK • ' ° ' �z ANCHORS TYPE 'F' (INTO CONCRETE) " + " '•' '� g 2 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK u i I I ALTERNATE ANCHOR LOCATION PRODUCT REVISED ms complying with the Fitt As Building Code Acceptatioe into �� F-xviration Date ._ m !Jiq Q� a all j:j I Cd 0 LU a :t, w° q M w z M to o tn p C3 10 44 V is Q V l 'z d ©0 Q 5 .a w a d U w W a N � H , all j:j I Cd 0 LU r t I MIN. EDGE DIST. 2- 3/16" CONCRETE OR 4" HOLLOW BLOCK 5/16" TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 2 PER CL11 (14 "ON EACH WING) 5/16" TAPCONS l 1 --3/4" MIN. EMBED INTO MASONRY 1 PER ANGLE ' } ..• ' is ,• }. , •• J • :'• t•, r, rJ ' • : + II/ •' . t M Ste". a, n* }• p « II ti MULL II II s 1I II I 2 7/16 FLOATING CLIP 1 1 U .. 1 MIN. I I 1 I I I 1 I 1 1! I I CONCRETE OR CEMENT BLOCK I I ! I - - - --- CONCRETE OR BLG--- CEMENT CK J II t II 2X2X1/8" s i I I I 11 ALUM ANGLE Ilk I I • f •' i'a r ,I •'i `II }. •• '••' L. i w•'�i • r •• ',rf. —•iil ••�•. a, n* }• p « II ti MULL II II s 1I II I 2 7/16 FLOATING CLIP 1 1 U .. 1 MIN. I I 1 I I I 1 I 1 1! I I CONCRETE OR CEMENT BLOCK I I ! I - - - --- CONCRETE OR BLG--- CEMENT CK J II t II 2X2X1/8" s i I I I 11 ALUM ANGLE I I I I FLOATING CLIP U U 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK I I 1 1 t I LAJ I I a, n* }• p « MULL i•. s 1I II I 2 7/16 FLOATING CLIP 1 1 U .. 1 MIN. I I 1 I I I 1 I 1 I 1 3 1/4" ANCHORS TYPE 'C' (INTO BLOCK ANCHORS TYPE 'F' (INTO CONCRETE 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 0 1 - -- - - -___� ALTERNATE f I ANCHOR LOCATION r-- MULL 1 I I I I I 1 I I I 1 t t t I 1r =A I I; y!•T'�I 11 1) •�••• •' II •s••, +• ;',• y: MZ .•;• Fig',.+ +.• •+'; J, • • a' ♦ •• •' Q •1 J 5/16" TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) I � 1 I 1 1 s 1 1 1 II 1 I II a I I I ! �-• I 1 II -Ts� • • Y' 1 I 21PER M ANGLE h r1 II 11 \ 11 I1. I w• 5/113" TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 1 PER ANGLE MIN, EDGE DIST. 2- 3/16" CONCRETE OR 4" OLLOW BLOCK 5/16" TAPCONS 5/16" TAPCONS 1 -3/4' MIN. EMBED INTO MASONRY 1 -3/4" MIN. EMBED INTO MASONRY 3/4" 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE MIN. .N•. '• •.'! {t+ ": .ti •.f 11r �� 'a • * }`1 ••r •:• 1 • j { :f' 1i ��. ... .s ! i'• ' " 11 11 i 1 11 11 IL— I CEMENT CONCRETE OR 11 11 BLOCK _ —, 1I II I 2 7/16 FLOATING CLIP 1 1 U .. 1 MIN. I I 1 I I I 1 I 1 I 1 3 1/4" MULL ANCHORS TYPE 'D' (INTO BLOCKi ANCHORS TYPE 'G' (INTO CONCRETE 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1"x4" & 2 "x4" MULL MULL I 1 ! I I I I I FLOATING CUP 1 1 1I�y 1 N CONCRETE OR 1r--II \ CEMENT BLOCK I I ! 1 J •� , f: • A � '1 • ' 1 + is . : 1 �' y `�. Z I •� -. + •4 I•r1 •' ,• i• , a , "— 5/ 16" TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS, TAPCONS MAY BE HEX OR FLAT HEAD. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI — RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. 'MM- CT REVISED - us complying with the Flgdft 13uilding Code r ce l N© Expiration Date lm Ex 2 X 2 X 1/6" ALUM ANGLE mite '00 C4 to � OD z In JJry11 Q cm tb 0 C4 0)O O � W LL. 447 z> z z 2IL o d � p Z z z N a z !18i z U. to W Lu to _I— �: � t MIN. EDGE DIST, 2- -3/16" CONCRETE OR 4" HOLLOW BLOCK 3 -3/4" t_ MIN. I 1 3/4" 2X6 MULL I K? 3 -3/4" 5 11/16" ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS INTO CONCRETE or BLOCK 2 "X6" MULL SHOWN 5/16- TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) CLIP LENGTH MULL "L" 2 X 4 3.688` 2 X 6 5.688" 2X6 MULL 5/16- TAPCONS 1 -3/4" MIN, EMBED INTO MASONRY PER CLIP (2 ON FAGH WING 1 3/4" �- 2x6 MULL ri •` t..i MIN. EDGE DIST. 2- 3/16" CONCRETE OR 4' HOLLOW BLOCK 3 -3/4" c {V 1BY WOOD BUCK r---------------------------- - - - --r t I I I I I I 1 CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688" B a Nliam' ade Product A to a z ri •` t..i MIN. EDGE DIST. 2- 3/16" CONCRETE OR 4' HOLLOW BLOCK 3 -3/4" c {V 1BY WOOD BUCK r---------------------------- - - - --r t I I I I I I 1 CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688" ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) MULL 5/16" TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 1 3/4" 2X6 MULL r,•--- -- ---- --- ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 2 "X6" MULL SHOWN CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. i•i'i. ,i Wool) PRODUff RIEaVtSW with the Flo" -4:4-z as complying Buildihs COde Acceptan00 NO � c � g Q Expiration Date to It _�i B a Nliam' ade Product A l�l s� 1 1 1.21 1 1 lj� ,rte CO CNI ' z U) d Lu e to It _�i to 0 A to a z M to � 4 QQ'/`� °` o Q iZ m i 31; c5 z J C7 w = q Sr, © 1 ' W Z Uag H Z 4 Yr cz; ] 1! W a d d a a L) H � a 1 A � z l�l s� 1 1 1.21 1 1 lj� ,rte CO CNI ' z U) O p% W .» Q Lu e to It _�i I MIN. EDGE DIST. 2- 3/16" CONCRETE OR 4" HOLLOW BLOCK 5/16" TAPCONS 1 -•3/4- MIN. EMBED INTO MASONRY 3 -3/4" 4 TOTAL (2 ON EACH WING) MIN. n 2 — 7/16" u MIN. L--- ----- -- ---J 1 I or 2x6 Mull I ► I 1 2x2x 1/4" 3 L i ALUM ANGLE I I I i CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 5/16" TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 2 PER ANGLE MIN. EDGE DIST. 2- 3/16" CONCRETE OR #14 SMS 4 PER ANGLE 2x2x 1/8- ALUM ANGLE = -3.11= _7 - - - - -- 1 3/4" OPTIONAL. ANCHOR DETAIL. MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10: TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY # 14 S.M.S. 2/ CHANNEL TUBE MULLION X112 F.H. S.M.S. 2/ SIDE I I 1/8- THICK ALUM CHANNEL I I LENGTH TO FIT SNUG INTO MULLION TUBE MULLION I I #14 FH SMS 2 PER CUP ACCESS HOLE 1 1-1/2- O.C. MIN. f 1 1 I THIS SCREW CAN BE I 1 INSTALLED IN EITHER 1 I #12 FH SMS I f DIRECTION I \_2 PER CLIP I I f 1" D.C. MIN. I 1 I I I I 1 --3/4- X 2- X 1/6" (FOR 2BY -TUBE) 3/4" X 2- X 1 /6" FOR (18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS TYPE T METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION PRODUCT REVISED Its conlplYin$ with do FMrld8 Cob ALL CLIPS AND ANGLES TO FIT SNUG lkciceptan �� INTO TUBE MULLIONS. PIrpiratiolvn�,l3+ata TAPCONS MAY BE HEX OR FLAT HEAD. Ay _._,�- CLIP LENGTH MULL "L" 1 X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688" 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10: TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY # 14 S.M.S. 2/ CHANNEL TUBE MULLION X112 F.H. S.M.S. 2/ SIDE I I 1/8- THICK ALUM CHANNEL I I LENGTH TO FIT SNUG INTO MULLION TUBE MULLION I I #14 FH SMS 2 PER CUP ACCESS HOLE 1 1-1/2- O.C. MIN. f 1 1 I THIS SCREW CAN BE I 1 INSTALLED IN EITHER 1 I #12 FH SMS I f DIRECTION I \_2 PER CLIP I I f 1" D.C. MIN. I 1 I I I I 1 --3/4- X 2- X 1/6" (FOR 2BY -TUBE) 3/4" X 2- X 1 /6" FOR (18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS TYPE T METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION PRODUCT REVISED Its conlplYin$ with do FMrld8 Cob ALL CLIPS AND ANGLES TO FIT SNUG lkciceptan �� INTO TUBE MULLIONS. PIrpiratiolvn�,l3+ata TAPCONS MAY BE HEX OR FLAT HEAD. Ay _._,�- l�l �z �jb°t� °so°�°�° �40 1�u��I "'►�do4 S, 110 d so fD M 00 r4 z N d C CA t� Z 0 Z doo5� a Z It A g, E, Z z z W a A � z l�l �z �jb°t� °so°�°�° �40 1�u��I "'►�do4 S, 110 i� z y. in ~ ~ :t,% ��♦ W1 r W2 —] VERTICAL Z J MULLION J GLAZING REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE PRODUCT PRODUCT 2 Q GLAZING GLAZING °4 �O PRODUCT PRODUCT ANCHOR /CUP LL A;0. io r ANCHOR/CUP-1 7 .:` -; P1°10 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER � 4 CA w M 00 ij to cn v 0 O to _j M 1% z '` 6 z p Z p 0 Q a`� 2 '5 : pd ti N H 0 � � w yy � z R, H Z Imp .. a d A N z r •`.� Ay Cu? A •"� o w c HORIZONTAL MULLION ANCHOR TYPES and SIBS71RAT 5. E as corn lying with the Fbrlda Btildi gCode 0 ANCHOR TYPES and SOMME RX S ration Date ANCHOR TYPES and SI.IBS'IRMTE Width {w) Mullion Span A B C D E F G H I VA ft Mullion A B C I D E I F G H I Wdth w WRIon A B C D E F G H 1 Wi. 1A�tl. Blk Ilk Elk Ccnc Cane ODM Mi. Wd. Wd. Sk. Sk Bk Crnc Cana Cant. M I. UPI. Wd. Bk Blk Elk Ca=r- Cont. CAnc. Mi. 18 383/8 150 150 150 150 150 150 150 160 150 18 74 114 91 150 150 150 150 150 150 150 150 18 1 12D 56 112 129. 150 150 144 150 150 150 24 132 150 150 150 160 150 150 150 150 24 68 138 150 160 150 150 150 150 150 24 42 84 97 146 150 108 150 150 116 30 105 160 150 150 150 150 150 150 150 3D 54 109 126 150 150 140 150 150 150 30 34 67 77 116 150 87 130 150 93 36 Be 150 150 150 150 150 150 150 150 36 45 91 104 150 150 117 150 150 126 36 28 56 85 97 129 72 109 144 77 42 75 150 150 150 150 150 150 150 150 42 39 78 89 134 150 100 150 150 107 42 24 48 55 83 111 62 93 124 68 48 66 132 150 150 150 150 150 150 150 48 34 86 1 78 118 150 87 1 132 160 93 1 48 21 42 48 73 1 97 54 81 108 58 54 59 117 135 150 150 150 150 150 150 54 30 60 70 105 1 139 78 117 150 83 54 19 37 43 65 86 48 72 98 51 60 53 105 121 150 150 135 150 150 145 60 27 54 63 94 125 70 105 140 75 60 17 34 39 58 77 43 65 87 46 66 48 98 110 150 150 123 150 160 132 65 25 49 67 86 114 64 98 127 6B 66 15 31 35 53 70 39 59 79 42 .� Q I 72 44 88 101 150 150 113 150 150 121 72 23 45 52 78 104 58 88 117 82 72 14 28 32 49 85 36 54 72 39 78 41 81 93 140 150 104 150 150 111 78 21 42 48 72 96 54 81 108 58 78 13 28 30 45 60 33 50 67 36 18 50 &8 133 150 150 150 150 150 150 150 150 18 84 8D 150 150 150 150 150 150 150 150 18 132 51 102 117 150 150 131 160 150 140 24 100 150 150 150 150 150 150 150 150 24 60 120 138 150 150 150 150 150 150 24 38 77 88 132 150 98 148 150 105 3D 80 150 150 150 150 150 150 150 150 30 48 96 111 150 150 124 150 150 132 30 31 61 70 106 141 79 118 150 84 36 67 133 150 150 150 150 150 150 150 38 40 80 92 139 150 103 150 150 110 36 28 51 59 88 117 66 99 131 70 42 67 114 131 150 150 147 150 150 150 42 34 69 79 119 150 88 133 150 94 42 22 44 50 76 101 56 85 112 60 48 50 100 115 150 150 128 150 150 137 48 30 60 69 104 138 77 116 150 83 48 19 38 44 66 88 49 74 98 53 54 44 89 402 150 150 114 150 150 122 54 27 53 61 92 123 69 103 137 73 54 17 34 39 59 78 44 66 87 47 60 40 80 92 138 150 103 150 150 110 6D 24 48 55 83 111 62 93 124 66 60 15 31 35 53 70 39 59 79 42 88 38 73 83 126 150 93 140 150 10D 88 22 44 W 76 101 83 85 112 60 66 14 28 32 48 64 36 54 72 38 72 33 67 76 115 15D 85 129 150 91 72 2D 40 46 69 92 W 78 103 55 72 13 26 29 44 59 33 49 68 35 78 31 61 71 108 141 79 119 160 84 78 19 37 43 64 85 48 72 95 51 78 12 24 27 41 54 30 48 61 32 18 ,�17 118 15D 150 150 150 150 150 150 150 18 70 140 150 150 150 150 150 150 150 18 144 47 94 108 150 150 120 150 150 129 24 89 150 150 150 150 150 150 150 150 24 53 105 121 150 150 135 150 150 145 24 35 70 81 121 150 90 136 150 98 71 142 1 150 150 150 150 150 150 3D 42 84 97 148 150 108 150 150 116 30 28 58 65 97 129 72 109 144 77 59 118 150 150 150 150 150 150 36 35 70 81 121 150 9D 136 150 98 36 23 47 54 81 106 60 90 120 64 42 51 101 116 15d 150 130 150 150 139 42 30 60 69 104 138 77 116 150 83 42 20 40 48 69 92 52 78 103 55 48 44 89 102 150 150 114 150 150 122 48 28 53 61 91 121 63 102 135 72 48 18 35 40 81 81 45 68 90 48 54 39 79 91 138 150 101 150 150 108 54 23 47 54 81 108 W 90 12D 64 54 16 31 36 54 72 40 60 80 43 8D 66 35 71 82 123 15D 91 137 160 97 80 21 42 48 73 97 54 81 108 58 60 14 28 32 49 65 33 54 72 39 32 64 74 111 148 83 125 1 150 89 66 19 38 44 68 88 49 74 98 53 86 13 28 29 44 59 33 49 66 35 72 30 59 68 102 138 78 114 150 81 72 18 35 40 61 81 45 68 90 48 72 12 23 27 40 54 30 45 80 1 $2 78 27 1 65 63 1 94 125 1 70 105 140 75 78 18 32 37 56 74 42 63 83 45 1 78 11 22 25 37 50 28 42 65 30 61 o, a u z° !Q z 18 63 107 15D 150 160 16D 150 150 150 160 18 108 62 125 143 150 150 150 150 150 150 1 18 150 45 90 103 150 150 115 1 150 150 123 24 3D 80 150 160 150 150 150 160 150 150 24 47 94 1 108 150 150 120 150 150 129 24 34 67 77 116 150 87 130 150 93 64 128 148 150 150 150 1580 150 150 3D 37 75 86 129 150 98 145 150 103 30 27 54 82 93 124 69 104 138 74 36 53 107 123 150 150 137 150 1 150 147 36 31 62 72 108 1 143 80 1 121 150 88 36 22 45 52 1 78 103 58 87 1 115 62 42 46 92 105 160 15D 118 150 160 128 42 27 53 81 92 123 69 103 137 1 73 42 19 38 44 1 87 88 49 74 99 53 48 40 80 92 1 139 150 103 150 150 110 48 23 47 54 81 108 69 f 90 120 64 48 17 34 39 58 77 43 65 87 46 54 36 71 82 123 150 912 138 150 98 54 21 42 48 72 96 53 8O 107 57 54 15 30 34 52 69 38 58 77 41 8D 32 64 74 111 147 87 124 150 88 60 19 37 43 65 68 48 72 96 51 6o 13 27 31 47 1 62 1 35 52 69 37 88 29 58 67 101 134 75 113 150 80 68 17 34 39 59 78 44 86 87 47 66 12 24 28 42 56 1 31 47 63 34 72 1 27 53 61 92 123 89 103 137 73 72 16 31 36 54 72 40 60 80 43 72 11 22 26 39 52 29 43 58 31 78 25 49 57 85 113 63 95 127 66 78 14 29 33 5D 68 37 56 74 40 78 1d 21 24 36 48 27 40 53 28 , ---•, ANCHOR /CLIP ANCHOR /CLIP �- HORIZONTAL MULLION ANCHOR 911P NOTES: i� z y. in ~ ~ :t,% ��♦ W1 r W2 —] VERTICAL Z J MULLION J GLAZING REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE PRODUCT PRODUCT 2 Q GLAZING GLAZING °4 �O PRODUCT PRODUCT ANCHOR /CUP LL A;0. io r ANCHOR/CUP-1 7 .:` -; P1°10 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER s HORIZONTAL MULLION i� z y. in I i ' GLAZING �i� PRODUCT ~ ~ :t,% ��♦ W1 r W2 —] I i ' GLAZING �i� PRODUCT ~ ~ :t,% ��♦ r J GLAZING GLAZING REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE PRODUCT PRODUCT 2 Q ® . y °4 �O En U SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN ANCHOR /CUP LL A;0. io ,. 6i .:` -; P1°10 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ILA HORIZONTAL MULLION SPAN PRODUCT REVISED 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. �yd.Os 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE beef. ° °��•�''b,Y; &410!► ® . y °4 �O 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN LL A;0. io THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. .:` -; P1°10 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER t1:o sm LOCATIONS AT HEAD SILL OR JAMB ENDS. PRODUCT REVISED 0 *& 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. as corn lying with the Fbrlda Btildi gCode 0 Acceptance No RX S ration Date Miami adeFroduct� tai t� TYPICAL MULLION CLIP ARRANGEMENTS P A 37" SURFACE APPLIED 35" FALSE MUNTINS VENT WIDTH CONCEALED HINGE OPTIONAL 30" SNUBBERS D.L. OPG. WIDTH (2) FOR WDW. HT. UPTO 48" A (3) FOR WDW. HT. UPTO 72" to c = - -c _ ra / II J \\ 11 _ III II \ a II e THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. SERIES 515 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS, ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 72 1/4" WINDOW WIDTH , 35' 35" 30" OPG. WIDTH I � 1 [14 3%8" 4" MAX. MAX. 4" MAX. L HEAD /SILL HEAD HEAD /SILL CORNERS SILL CORNERS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. SINGLE VENT WDW, P.L. OPENING5 DLO HT. - WDW. HT -- 7.5" DLO W. (SINGLE VENT) - WDW. W — 7" DLO W. (DUAL VENT) = WDW. W/2 — 8.125" 14 3/8" MAX. 8" SILL BUTT HINGES AT SASH 30" (2) FOR WOW. HT. UPTO 48° D.L. OPG. WIDTH f t3) FOR WOW. HT. UPTQ 72" / MI / tl / / 1! - -�1 -11 Q J \ II \ II -- II * — II \ II \ I � 1 [14 3%8" 4" MAX. MAX. 4" MAX. L HEAD /SILL HEAD HEAD /SILL CORNERS SILL CORNERS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. SINGLE VENT WDW, P.L. OPENING5 DLO HT. - WDW. HT -- 7.5" DLO W. (SINGLE VENT) - WDW. W — 7" DLO W. (DUAL VENT) = WDW. W/2 — 8.125" 14 3/8" MAX. 8" SILL BUTT HINGES AT SASH 30" (2) FOR WOW. HT. UPTO 48° D.L. OPG. WIDTH f t3) FOR WOW. HT. UPTQ 72" `- - - -i LOCKS AT SASH (2) FOR WDW. HT. UPTO 48" (3) FOR WDW. HT. UPTO 72" CIVIL' t , \F PE, 0 706112t, C.A.14 ,3538 V. LAMINATED GLASS LARGE MISSILE IMPACT PRODUCT REVISED as complying with the FWWs Building Code Acceptance Ho Y Expiration Qate d 13y Mianp Dade Produet 444Q d IL a L"f W p v G el a ILad 8 a� °g Q Lu In^ -'W polo _j I o LLJ LLI Q © dt,t p r Oq Z_ $ZQ� WI-= c°o a a a a 4 [L M IL 40 ` 1 r O drawing no. W06 -30 _ III (l \ #1 \ -- II * — fl / x,40 `- - - -i LOCKS AT SASH (2) FOR WDW. HT. UPTO 48" (3) FOR WDW. HT. UPTO 72" CIVIL' t , \F PE, 0 706112t, C.A.14 ,3538 V. LAMINATED GLASS LARGE MISSILE IMPACT PRODUCT REVISED as complying with the FWWs Building Code Acceptance Ho Y Expiration Qate d 13y Mianp Dade Produet 444Q d IL a L"f W p v G el a ILad 8 a� °g Q Lu In^ -'W polo _j I o LLJ LLI Q © dt,t p r Oq Z_ $ZQ� WI-= c°o a a a a 4 [L M IL 40 ` 1 r O drawing no. W06 -30 ` � 1 r DESIGN LOAD CAPACITY - PSF FOR ( X ) SIZES WINDOW DIMS. GLASS TYPE C. GLASS TYPES 'H', 'D' & 'E' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT,( -) 19 -1 f 8" 26-1/2' 37 {2) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 19-1/8- 26-1/2- 37" 3$ (3) 8„ 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 19-1/8" 26-1/2" 37" 50 ) 8" 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 19-- t 8" 26 -1'f2" 37 63' 82.0 62.0 80.0 80.0 62.0 62.0 80.0 0.0 62.0 62.0 80.0 80.0 '9-1/8" 26 -1/2" 74-1/4" (6) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 30" 74-1/4"(6) 62.0 62.0 80.0 80.0 18" 24" 30" 36" 24" (2) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 18" 24" 30" 36" 36„ (3) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 18" 24" 30" 36" 48„ (4) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 18" 24" 30" 36 60" (5) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 18" 24" 30" 36" 63" (5) 62.0 62.0 80.0 80.0 62.0 82.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 16" 24" 30" 36" 72" (6) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 60.0 80.0 62.0 62.0 80.0 80.0 37" 72" (6)1 62.0 62.0 80.0 80.0 i ) = NO. OF ANCHORS PER JAMB 62.0 wiNnnw ti ca r O 4 Z 3 WINDOW WIDTH X XX APPROVED CONFIGURATIONS DESIGN LOAD CAPACITY - PSF FOR ( XX ) SIZES WINDOW DIMS. GLASS TYPE 'C' GLASS TYPES 'B', 'D' & 'E' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) INT.( -) 26-1/2" 37" 53-1/8- 74" 26" (2) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 26-1/2" 37" 53 -1f8" 74" 38 -3/8" (3) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 26 -1/2" 37" 53-1/8" 74" 50-5/8" (4) 62.0 62.0 80.0 $0.0 62.0 Ll 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 26 -1/2" 37" 53 -1f8" 74" 63" (5) 62.0 62.0 80.0 X XX APPROVED CONFIGURATIONS DESIGN LOAD CAPACITY - PSF FOR ( XX ) SIZES WINDOW DIMS. GLASS TYPE 'C' GLASS TYPES 'B', 'D' & 'E' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) INT.( -) 26-1/2" 37" 53-1/8- 74" 26" (2) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 26-1/2" 37" 53 -1f8" 74" 38 -3/8" (3) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 26 -1/2" 37" 53-1/8" 74" 50-5/8" (4) 62.0 62.0 80.0 $0.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 26 -1/2" 37" 53 -1f8" 74" 63" (5) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 67,9 67.9 48.8 48.8 48.8 48.8 26 -1/2" 37" 53 -1/8" 74" 72" (6) 1 62.0 624 80.0 80.0 62.0 62.0 65.4 65.4 45.5 45.5 45.5 45.5 32.7 32.7 32.7 32.7 24" 36" 48" 60" 72" 24" (2) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 60.0 60.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 24" 36" 48" 60" 72" 36" (3) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 24" 36" 48" 60" 72" 48" (4) 62.0 62.0 80.0 6010 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 24" 36" 48" W. 72" 60" (5) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.o 80.0 80.0 62.0 62.o 69.6 69.6 58.0 58.0 5810 58.0 24" 36" 48" 60" 72" 63„ (5) 62.0 62.0 80.0 $0.0 62.0 62.0 80.0 80.0 62.0 62.0 75.2 75.2 60.2 60.2 60.2 60.2 50.1 50.1 50.1 50.1 24" 36" 48" 60" 72" 72„ (6) 62.0 62.0 80.0 80.0 62.0 62.0 87.2 67.2 50.4 50.4 50.4 50.4 40.3 40.3 40.3 40.3 33.6 33.6 33.6 33.6 ( ) - NO. OF ANCHORS PER JAMB SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 3/16" ANN. GLASS SILICONE DOW CORNING 995 .015" URETHANE ADHESIVE TREMCO TREMGLAZE 500 .070" INTERLAYER 3/16" ANN. GLASS 'SAF -GLAS` POLYCARBONATE 120" INTERLAYER WEKOL -LIQ RESIN .015" URETHANE ADHESIVE; 3/16" ANN. GLASS 3/16" ANN. GLASS SILICONE m DOW CORNING 995 z DOW SILICONE CORNING 995 TREMCO TREMGLAZE 500 TREMCO TREMGLAZE 500 h 4 li Ei h C9 4 II II 0 0 GLASS TYPE '!J' GLASS TYPE 'C' SILICONE SILICONE DOW CORNING 995 GE ROS7700 TREMCO TREMGLAZE 500 3/16" HEAT STREN'D GLASS 3/16" ANN. GLASS .120" INTERLAYER 090" INTERLAYER WEKOL -LIQ RESIN SAFLEX tilt BY SOLUTIA 3/16" HEAT STREN'D GLASS 3/16" ANN. GLASS DOW CORNING 995 m SILICONE TREMCO TREMGLAZE 500 GE RGS7700 " ¢ 4A h !I �I jl n ! i! h ji !i Le ell� GLASS TYPE 'D' GLASS TYPE_ 'E' GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -- DEC -219 `p j" " ""`�` PRODUCT RRVIS33D CML: ' , iZ ''PE 74592 as c01*01ig With 111W FIMMIl C.A.1,1 538 ', Buitdii s ODde { ' Acceptanoe No Eli Iration Date mi iJadc Product 4t _Q H Q IL LL vi P C a< 8 .0 a y tog aWH0 V 4l I ui M 4m LL- 4 M 04 4 z }r O �n Z � Vto CL n' u o_ ' v v drawing no. W06 --30 TYPICAL ANCHORS _BUTT HINGE OPTION TYPICAL ANCHORS [ r - Cl/[. CONCEALED HINGE OPTION MIAMI --DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 28Y WOOD OR TYPICAL ANCHORS SEE ELEV. FOR SPACING r WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" 91A. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 --3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC, OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULUONS (MIN. THK. = .090 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN, INTO METAL STRUCTURE = 1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MW. C--90 HOLLOW /FILLED BLOCK AT JAMBS f'm ® 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAM CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SE6j_< NT. CIVIL FIA .FYI` � 705921. CAN. 538 A 8 2 032 P RODUCT REVISED as complying with tho FWMa Building Cods Acceptmeo No l BX piration Dme 13 By Prodlcet of v Z n 0 h 'a IL u o� oQ 0 0IL rl 0; Z d a o LLI Lt. j V M oNm � Z 0 _ +n z ¢ w i� �tod 0 N h v n a 53 .ol" v � v- u drawing no. W06 --30 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 �7 6 vN 1BY 4 WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING v � -.O o. av o WOOD BUCKS 1/4" MAX. STRI t /4" MAX. S��HIMSS n, t.J 1/4- MAX. SHIMS /;1t 1. ED 7 �(6) 2 4 �I _ D.L. OPG. `� EXTERIOR �.' VENT WIDTH WINDOW WIDTH SINGLE VENT WINDOWS (BUTT HINGE OPTION) IM K D.L. OPG. a� EXTERIOR VENT WIDTH WINDOW WIDTH SINGLE VENT WINDOWS (CONCEALED HINGE OPTION) 1/4" SHIM MAX. TYPICAL CHORS \ /-SEE ELOFOR SPACING 2BY WOOD OR WOOD STR 1/4" SHIM 2BY WOOD OR WOOD STIR FOR SPACING EXTERIOR SEE ELEV. FOR SPACING 1l VtLj. YLlYl TIIIYUV110 IUCKS (PICAL ANCHORS EE ELEV. FOR SPACING M I a% 09 18 }. J 06 d 0� 0QC G O r>Q a W Z� � h .ter. MIAMI -DADE COUNTY APPR,D MULLION to SEE SEPARATE NOA _ to Os TYPICAL ANCHORS terry r SEE ELEV. FOR SPACING w C 1 lL is 0N� _ Z� C) flo (RAO 3 3 A 791.=t, In :j — Ln Z I E2 l-= c°G � k' WINDOW WIDTH F t�. n WWII °z Engr: JAVAD. AHMQ . ';,UDuI T RLVISIED FLA P,cm4 i'0, , s cvu7ply ng with the F#�db 538 , • t Builailllg ride AcculFtB>s i�o 2 -P \� a 9x irot Fiats ` . F7re t w ti AP a thawing no. W06 --3Q z I i 2.000 .500 1.373 -1.685 I 2.728 .062 1.8155 f-.273 FRAME —1.689 -.063 1 .382 831 .500 Ib 1.224 -.I 2 VENT —1.162 500 .545 500 .500 .045 k' -.062 .595 �4 4A GLAZING BEAD GLAZING TUBE I t IMPOST —1.978 1.978 .125 CORNER KEY .290 1: Z1 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 GW375228 4 FRAME 6063 -T6 - 2 GW37526 4 VENT 6063 -T6 - 3 GW37524 1 IMPOST 8063 -T6 - 4 TM145 AS READ. GLAZING BEAD 6063 -T6 - 4A - AS REOD. GLAZING TUBE 6063 -T6 - 5 #10 X 1 -1/4" 2/ CORNER FRAME/VENT ASSEMBLY SCREWS ST. STEEL PH SMS 6 SW27713 - CORNER KEY ALUMINUM - 7 - - CORNER KEY (3 X 1 X .062" CHEVRON) ALUMINUM - 8 - - CORNER KEY (3 X 11/16 X .062" CHEVRON) ALUMINUM - 9 - - CORNER KEY (3 X 1 -3/8- X .041" CHEVRON) ALUMINUM - 10 2230 AS REOD. FRAME & VENT W'TR(PPING FINSEAL - 11 GW37521 AS READ. BUTT HINGE INTERIOR (FASTENED W/ (3) #10 X 3/8" PH SMS) ALUMINUM - 12 GW37522 AS REOD. BUTT HINGE EXTERIOR (FASTENED W/ (2) #10 X 3/8- PH SMS) ALUMINUM - 13 23 -65 -32 - ROTO OPERATOR (FASTENED W/ (4) x{10 X 3/8- PH SMS) - TRUTH 14 24 -11 -32 AS READ. LEVER TYPE CAM LOCK (FASTENED W/ (2) #10 X 3/8" PH SMS) 15 21089 - STRIKE KEEPER (FASTENED W/ (4) #8 X 1/2" TH SMS) - TRUTH 16 30238 AS REOD. KEEPER (FASTENED W/ (2) x/10 X 3/8" PH SMS) - - 17 300 SERIES 2/ VENT 3 BAR CONCEALED HINGE (FASTENED W/ (2) #10 X 3/8- PH SMS) ST. STEEL AT SASH TOP & BOTTOM 18 SB001/SS002 3/ VENT 4- LONG SNUBBER (FASTENED WITH (2) #8 X 1/2" HEX H SD SCREWS) ZINC AT HINGE RAIL CORNER KEYS 1.. 21 I m hg a IL 0Ov a a� LL rl N 0Q4 8 ° .0 LLzN aW � r I (0 s O 0) LL- I'7 QN... z .— co ors .0 z J a 21 f 4 e cnir". JA�CrAD AHMAD PRoDuCT REVISED a t PEI L 7A592 BuQdmpl CinQe with the FlOft I � � CAM. 538 Ampumoe No • U�j�- ` • t . Eiij3}L on ]Date ..7 } Ll en s, `ii Y V BY { tV drawing no. W06 sheet 5 of 6 5 IMPOST CORNERS 3 1 r Engr: JP,VAp AHMAD pROI)UCT REVISED t ' CML ` as camplyl% With the Florida {1' OE 70692 s Buil l Cow c.�re..35sa ACvVt89aalla f1�t Expirma" mate ' r By tr i � Miarn fle Product C nt i F• w � � Q. o� R U G 0 06 a G 0 C �00a a � a6 1 z NO (a v`�t M >� Nay LO ZOO L �zQ U to° 0 U n FXi � r r " � a E v tr3 drawing no. W06 --30 E t ,5 ANCHORS AT MTG. STILE ENDS (5) REQD. FOR WOOD INSTALLATIONS (2) REQD. FOR CONC. /METAL INSTALLATIONS SURFACE APPLIED FALSE MUNTINS MAY BE USED I I / II II �� II iI \ II II If II \ II IN— A %TIVE 11 \ II \ 26 5/8" D.L. OPG. 34 1/2" ANCHORS AT MULLION ENDS (6) REQD. FOR WOOD INSTALLATIONS (4) REQD. FOR CONC. /METAL INSTALLATIONS 71 5/8" �-8' 133" I \ I # \ I LOCK - OPTIONx \ I � / I i I / I / I / I / I ACYIVE I / / ( XX ) 26 5/8" 34 1/2" PANEL WAD' THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. SERIES -230 ALUMINUM OUT -- SWING_ DOOR Wl SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE SHEET 2 FOR LIMITATIONS. 5" MAX. r A z a SURFACE APPLIED FALSE MUNTINS -� MAY BE USED 3" IV, 3" 8" 13" MAX. ;E) HEAD /SILL tE i uj L1 co j. O M taJ � J M r'1 A m rn I I / II II �� II iI \ II II If II \ II IN— A %TIVE 11 \ II \ 26 5/8" D.L. OPG. 34 1/2" ANCHORS AT MULLION ENDS (6) REQD. FOR WOOD INSTALLATIONS (4) REQD. FOR CONC. /METAL INSTALLATIONS 71 5/8" �-8' 133" I \ I # \ I LOCK - OPTIONx \ I � / I i I / I / I / I / I ACYIVE I / / ( XX ) 26 5/8" 34 1/2" PANEL WAD' THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. SERIES -230 ALUMINUM OUT -- SWING_ DOOR Wl SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE SHEET 2 FOR LIMITATIONS. 5" MAX. r A z a SURFACE APPLIED FALSE MUNTINS -� MAY BE USED MI-CAL ELEVAT'10 ANCHORS AT MTG. STILE ENDS (5) REQD. FOR WOOD INSTALLATIONS 149 3/8" �(2) REQD. FOR CONC. /METAL INSTALLATIONS FRAME WIDTH 3" IV, 3" 8" 13" MAX. ;E) HEAD /SILL Q M W M ^! rn rn Q MI-CAL ELEVAT'10 ANCHORS AT MTG. STILE ENDS (5) REQD. FOR WOOD INSTALLATIONS 149 3/8" �(2) REQD. FOR CONC. /METAL INSTALLATIONS FRAME WIDTH 3" IV, 3" 8" 13" MAX. ;E) HEAD /SILL fr II II LOCK OPTION 11 II II 23 10 II II t IN-- A(#IVE ACZIVE II \ I / 33 3/8" 25 1/2" 25 1/2" D.L. OPG. D.L. OPG. 33 3/8" D.L. OPG. D.L. OPG. 34 1/2" 1 1/4" PANEL WIDTH 34 1/2" PANEL WIDTH 37 5/8" 71 5/8" I L!::37 5/8" SIUELITE MOM THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTION 2003.8.4. 5" MAX. HEAD /SILL CORNERS io Y mLu z 1 � 8 .r DOOR FRAME WIDTH SIUhUlL WIUIH ( Ono +,�tlpbiwlq� tLR fii�da .ee I?�NI�'at16M I�l�l 16-1% IAA �4 •` t kii9 r: ,4AVAU AHMAU . t CML , FLA, PV 705112 , LAMINATED GLASS LARGE MISSILE IMPACT I o' gooJ a a 0 O Kd�_ J ..1 t3'i � `�. O ui Sol M (3 �y� Q o1m I � I -c°a °a J 3� � a aelai pp 6 fV p g IN- drawing no. W02 --77 sheet 1 of % 37 7/16" MAX. / t. 00 M \ to \ O1 {X) M cn it 71 5/8" MAX. 76 1/4" MAX. (XO) (OX) 115 3116" MAX. t /t \ t/ I \ \ r \ (XO) (OX) 115 3116" MAX. t \ \ t/ I \ \ r \ \ I f f \ (XO) (OX) 115 3116" MAX. 110 1/2" MAX. (OXO) t \ \ t/ I \ \ r \ I 110 1/2" MAX. (OXO) (X X) (XXO) (OXX) APPROVED CONFIGURATIONS 115" MAX. t \ \ t I \ \ r \ I \ f (X X) (XXO) (OXX) APPROVED CONFIGURATIONS 115" MAX. (XOX) 149 3/8" MAX. t \ \ I / \ \ I (XOX) 149 3/8" MAX. MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 90.0 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR( +) LOADS AS FOLLOWS 1-5/8" THRESHOLD = +53.3 PSF 2 -5/8" THRESHOLD = +80.0 PSF 3 -1/2" THRESHOLD = +i" PSF +90 PSF (OXXO) 37 5/8" MAX. i (0) 3/16" HEAT STREN*D GLASS .090 INTERLAYER SAFLEX IIIG BY 'SOLLITIN 3/16" HEAT STREWD GLASS SILICONE TREMCO 7REMGLAZE 500 GE RGS7700 m 2 N - o 0 w 0.460" OVERALL LAM. GLASS GLAZING DETAIL (DOOR LEAF) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -- DEC --219 3/16" HEAT STREWD GLASS .090 INTERLAYER �[SAFLEX IIIG BY 'SOLLITIA' r-3/16" HEAT STREN'D GLASS SILICONE TREMCO TREMGLAZE 500 GE RGS7700 0.460" OVERALL. LAM. GLASS GLAZING DETAIL (SIDELITE) z Pt% sucr1tiiiCYl#m 04 cMM ik NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ, Eng"I A JAVAO MAD CML s FYI. PE• 70592 G. tAtN. 538 1. l tv 0, _0 z r a N tcl a IL u7 I o° IL 06 � D' ova< �.z= W cl CD G IV) 7-0 O dry �Z t% �to� 8 G S� b' �ptf1 A _p drawing no. w02 -�77 sheet 2 of 7 \ I \ 1 \ f MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 90.0 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR( +) LOADS AS FOLLOWS 1-5/8" THRESHOLD = +53.3 PSF 2 -5/8" THRESHOLD = +80.0 PSF 3 -1/2" THRESHOLD = +i" PSF +90 PSF (OXXO) 37 5/8" MAX. i (0) 3/16" HEAT STREN*D GLASS .090 INTERLAYER SAFLEX IIIG BY 'SOLLITIN 3/16" HEAT STREWD GLASS SILICONE TREMCO 7REMGLAZE 500 GE RGS7700 m 2 N - o 0 w 0.460" OVERALL LAM. GLASS GLAZING DETAIL (DOOR LEAF) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -- DEC --219 3/16" HEAT STREWD GLASS .090 INTERLAYER �[SAFLEX IIIG BY 'SOLLITIA' r-3/16" HEAT STREN'D GLASS SILICONE TREMCO TREMGLAZE 500 GE RGS7700 0.460" OVERALL. LAM. GLASS GLAZING DETAIL (SIDELITE) z Pt% sucr1tiiiCYl#m 04 cMM ik NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ, Eng"I A JAVAO MAD CML s FYI. PE• 70592 G. tAtN. 538 1. l tv 0, _0 z r a N tcl a IL u7 I o° IL 06 � D' ova< �.z= W cl CD G IV) 7-0 O dry �Z t% �to� 8 G S� b' �ptf1 A _p drawing no. w02 -�77 sheet 2 of 7 t ' OPTIONAL REOD. FOR 30 DESIGN LOADS ABOVE +53.3 PSF #8 SMS FLUSH BOLT AT 12" O.C. PENETRATION y 111 01 D 1 BY D WOOD BUCK 4DI v n o METAL MIAMI -DADE COUNTY APPROVED d. , STRUCTURE N 4 ° n MULLION & MULLION ANCHORS 0 SEE SEPARATE NOA Z `Y J o $ ED II P IL Q W I W W U TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 0 lu W SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS 0 Ir > Q FOR SPACING FOR SPACING FOR SPACING FOR SPACING Q �Q a WOOD BUCKS AND METAL, STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, I I to c1l ALT. I 1 L � L 3/8 X 3/8 " ° 4 Q:. : •;:q :•::4 9 a N Q°. ............. WEEPS FROM 2-1 /4 SILL ENDS :a:•io _ T _ Y . _ P C ICAn L ' ANCHORSEE S EGE DIS ELEVATIONS TYPICAL ANCHORS ELEVATIONS { EDGE DIE:. FOR SPACING FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING W z = iv TYPICAL ANCHORS 4 w IINTO 2BY WOOD BUCKS OR WOOD STRUCTURES SEE ELEVATIONS EDGE 1 -3/4" MIN. PENETRATION INTO WOOD --� FOR SPACING -DJS THRU 1 BY BUCKS INTO CONC. OR MASONRY .��. 0 d I °EDOE'DIS,T.' 3/8" x 3/8" 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o WEEPS IZ4" DIA. SELF-DRILLING SCREWS (GRADE 5 CRS) g +~} 4 :. 16 � a > L"_ INTO METAL STRUCTURES STEEL : 1/8. THK. MIN. (Fy = 36 KSI MIN.) So 7 � 0-m (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 Z p ^ I 2B TYPICAL EDGE ISM, 7ANCE 16 3 0 CL i 6 I INTO METAL STRUCTURE = 3/4" MIN. 1/2" MIN. FLUSH BOLT C -90 HOLLOW /FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. PENETRATION Ii !i 37 Ii ii OPTIONAL jj jl i! i! I :I Ii !i Mi t rr i! i! z II a x Q LL. READ. FOR Ift wis 1Ml 29 DESIGN LOADS L 12 o W a OPTIONAL REOD. FOR 30 DESIGN LOADS ABOVE +53.3 PSF #8 SMS FLUSH BOLT AT 12" O.C. PENETRATION y 111 01 D 1 BY D WOOD BUCK 4DI v n o METAL MIAMI -DADE COUNTY APPROVED d. , STRUCTURE N 4 ° n MULLION & MULLION ANCHORS 0 SEE SEPARATE NOA Z `Y J o $ ED II P IL Q W I W W U TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 0 lu W SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS 0 Ir > Q FOR SPACING FOR SPACING FOR SPACING FOR SPACING Q �Q a WOOD BUCKS AND METAL, STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, I I to c1l ALT. I 1 L � L 3/8 X 3/8 " ° 4 Q:. : •;:q :•::4 9 a N Q°. ............. WEEPS FROM 2-1 /4 SILL ENDS :a:•io _ T _ Y . _ P C ICAn L ' ANCHORSEE S EGE DIS ELEVATIONS TYPICAL ANCHORS ELEVATIONS { EDGE DIE:. FOR SPACING FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING W z = iv 4" DIA. IJIJRACON BY 'ELCO (Fu-177 KSI, Fy-155 KSI) 4 w IINTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/4" MIN. PENETRATION INTO WOOD --� THRU 1 BY BUCKS INTO CONC. OR MASONRY .��. 0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I DIRECTLY INTO CONC. OR MASONRY 3/8" x 3/8" 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o WEEPS IZ4" DIA. SELF-DRILLING SCREWS (GRADE 5 CRS) g +~} 4 INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8 ") > L"_ INTO METAL STRUCTURES STEEL : 1/8. THK. MIN. (Fy = 36 KSI MIN.) So O ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) 0-m (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Z p ^ FOR SPACING Z TYPICAL EDGE ISM, 7ANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. 3 0 CL INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. z 3 ROWS READ. FOR Ift wis 1Ml 29 DESIGN LOADS L 12 o W a ABOVE +80.0 PSF Xq��1� q y #8 SMS , _ AT 12" O.C. tngr.,,jAvrw frw~ • G�IYIL • ' ' ' , � FW P .• W 7050 4 t AP u�t�lwlul , DOOR DETAILS o � n o M 0 drawing no. W02' -'77 sheet 3 of 7 8� iv ALT. I I M I t 3/8" x 3/8" WEEPS 1/2' FROM ::::: :•:: _ :> SILL ENDS o TYPICAL ANNORS ST. EDGE DIST. SEE ELEVATIONS FOR SPACING tngr.,,jAvrw frw~ • G�IYIL • ' ' ' , � FW P .• W 7050 4 t AP u�t�lwlul , DOOR DETAILS o � n o M 0 drawing no. W02' -'77 sheet 3 of 7 TYPICAL ANCHOF SEE ELE FOR SPACih WOOI 1/4" MAX. SHIM"' TYPICAL ANCHORS 4 SEE ELEV. FOR SPACING e, a - a 6 6 p d 4 W i IN— ACTIVE LEAF HINGE ASSEMBLY FLUSH BOLT AT INACTIVE LEAF FLUSH BOLT AT ACTIVE LEAF OPTIONAL LEAF WIDTH NOT READ. FOR 6/0 DOORS WHERE Pd - 60 PSF OR LESS LOCK OPTION 91 DOOR FRAME WIDTH L CTURE AL ANCHORS :LEV. SPACING ACTIVE LEAF EXTERIOR ABOVE SOCK OPTION #2 1/4" MAX. OR WOOD W SaV-J TYPICAL ANCHORS SEE E.EV CRQpUcr Rgy,"a FOR SPACING ��Ib 1 Aompfiimw I' W s �V r I Q I fro C g va Cap �W {�L z = g aIn in v 6 h (j %r �ap7 r'f} v O Z > LIL. L 0 oo ao Z Q n $ z .. 110 o 4 �p U o t o ;F F.�etiu .4AVAD ARt#D, u ° FLtti. �E Y 7059`2 n drawing no. W42 -77 APR '8 22OV sheet 4 at 7 TYPICAL ANCHORS K SEE ELEVATIONS r` FOR SPACING tV EDGE DIST. Z h j� A p O ' ' 111111 p I A 1 p 111 � ..• � a� 8 0 IL W a� � i ij II N C'J d 35 II f411 MAX. 34 j 2 3 Q w +I h 3A (11 a! 25 =r 16i 1. • `? 35 c Z 0.) , co 6 .4 OPTIONAL LEAF WIDTH 1 l %4 a o HINGE ASSEMBLY SIDELITE WIDTH DOOR FRAME WIDTH °� m a OVERALL FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING FRI- 0 V rn M n � Q Ij 25 � a� o I I! 'itl a Gl\ 61=7 �../ `fie a S Y En JAVAD, AHMAD . u ° :.. t CIVIL', s co FLA. RE 76492 M . C• 538 t v V Q ` � I 1 1 � •O IA •O tt EDGE DIST. TYPICAL ANCHOR drawing no. SEE ELEVATIONS 1 tA)t1 FOR SPACING ` 02 -77 Pi_ DELITE DETAILS P A0�2 sheet 5 of 7 3.000 .062 1.773 2.120 Lm;7UI L -11 1 21.848 �I FRAME HEAD TM -038 2.125 �- + 1.500 .125 -1 0.310 GW 37888 0,572 CENTER HINGE SIDELITE FRAME lJ GW 36572 1.574 .375 WEATHER -STRIP ADAPTER GW -31826 675 .385 .415 280 -1- -7 37 DECORATIVE MOULDING GW -36737 -�{� -•.062 .485 --11_1�1lIIII J L.332 DECORATIVE MOULDING TM -155A 1.213 F .600 �L 045 � � •429 GLASS STOP GW- -31956 3A DOOR JAMB 7M175 61 DOOR TOP & BOTTOM RAIL TM 081 . 625 000 . [-,.0612 II II 1.750 II L Imo-- 3.186 DOOR HINGE STILE GW -36935 1.157 .640 1.595 .625 P0� 3.000 --A STD. FRAME SILL GW -28615 2.125 125 0.248 01572 GW 37889 -A OUTER HINGE HINGE PIN 3.681 #10 X 5/8" HINGE CAP F.H. SMS # 10 X 5/8" F.H. SMS 0 I I 2.000 � 0 1 3.3L a I I as II 0 II o " 0 A.1 HINGE ASSEMBLY 7 1 x.500 11.000 _T 750 1.000 D 1.00p ■ .062 .062 29 30 X SILL ADAPTERS 2A ALT. FRAME SILL GW -37319 II .6 ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 TM -38A 1 FRAME HEAD 6063 -T6 -~ 2 GW 28615 1 FRAME SILL 6063 -T6 - 2A GW 37319 1 ALT. FRAME SILL 6063 -T6 - 28 TM184 1 ALT. FRAME SILL 6063 -T6 - 3 GW 36572 2 SIDELITE FRAME 6063 -T6 - 3A TM175 2 DOOR JAMB 6063 -T6 - 4 GW 36048 1 PANEL LOCK STILE 6063 -T5 - 4A TM172 1 ALT. PANEL LOCK STILE 6063- -T6 - 5 GW 36935 1 PANEL HINGE STILE 6063 -T5 - 6 TM -081 2 PANEL TOP /BOTTOM RAIL 6063 -T5 '- 7 jG�q 31826 4 WEATHERSTRIP ADAPTER 6063 -T5 END OF DOOR STILES {TOP /BOTTOM) 8 GW 37889A L 2 /HINGE ASSY. TM OUTER BUTT HINGE 6063 -T6 DOOR PANEL/FRAME HINGE SIDE 9 GW 33888 i /HINGE ASSY. TM CENTER BUTT HINGE 6063 -T6 DOOR PANEL /FRAME HINGE SIDE 10 GW 32222 2 DOOR LOCK INSERT 6063 -T5 LOCK STILE 11 - 2/ LEAF 3/4 x 1 1/4 x 3/4 x 1 /8" THK. CAP ALUMINUM 3" LONG 16 4037 AS REQ -0. "ULTRAFAB" CENTERFIN WOOLPILE WOOL LOCK STILES, JAMBS. HEAD, SILL 18 - 1 /HINGE 7/32.0 HINGE PIN STEEL AT EACH HINGE ASSEMBLY 21 - 2 /LEAF 1/2 "0 THREADED ROD, WASHER & NUT STEEL TOP /BOTTOM END RAILS 22 SERIES 4001 1 KWIKSET KNOBLOCK - ACTIVE LEAF 23 SERIES 600 1 KWIKSET DEAD80LT - ACTIVE LEAF 24 - 2 /HINGE ASSY. HINGE BUSHING PLASTIC HINGE ASSEMBLY 25 - 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL. SCREW HOLES 26 - AS READ. #10 x 1" P.H. SMS. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS /MULL CLIPS 27 - 2 /HINGE ASSY. HINGE CAP PLASTIC HINGE ASSEMBLY 29 1 SILL ADAPTER (1" X 1- X 1/16" TUBE) ALUM - 30 1 SILL ADAPTER (1/2" X 1" X 1/16" TUBE) ALUM - 31 TM -075 1 LOCK STILE REINFORCEMENT 6063 -T5 FULL LENGTH C+ ODOR LOCK STILES 34 TM -054A 2 MULLION 6063 -T5 BETWEEN DOOR /SIDE LITE JAMBS 35 GW 31956 4 GLASS STOP 6063 -T5 SIDE LITE GLAZING PERIMETER 37 1 GW 36737 OPTIONAL O.G. DECORATIVE MOULDING 60$3 -T5 DOOR PANEL PERIMETER 37A I TM -155A OPTIONAL O.G. DECORATIVE MOULDING 6063 -T6 DOOR PANEL PERIMETER O DOOR LEAF STILE GW 36048 2B ALT. FRAME SILL TM-184 4A ALT. DOOR LEAF STILE TM172 3.790 si �{ .780 1.055 i°- .250 1.554 1.054 1.840 -� .125 3t LOCK STILE REINFORCEMENT TM -075 E��r: JAV ' AryMAD j CIVIL AAA, PE - 70502 CAN, •.353$ 1 r�J 0 � `Y J IL - C 18 1 W 06 a ri a Q IL Q jq J tog v 2 go 5.9 MULLION h 1 an"o TM --054A v ca LiJ LL. 77� i T r�i is"l ic' *va" z� CL 81, 00 w 2 go 5.9 MULLION 1URfl6l TM --054A v < m u is"l ic' *va" uld drawing no. W02 -77 sheet 6 of 7 SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. HINGES: 7 -5/8" LONG ALUM BUTT HINGES, AT 11" FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS: OPTION f 1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41-1/2' OR 48" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 36". OR 39 -1/2" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS OPTION -u2 MULTI -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 34--1 /2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) #12 -28 X 2 -1/4" OH MS METALLIC STRIKE PLATE AT 34-1/2" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 76-1/2- FROM BOTTOM FASTENED WITH (2) #8 -32 X 1/2" FH MS (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) FRAME TOP CORNET SIDELIT CORNER 26 iE FRAME BOTTOM CORNER R n� z N �° a 8 a" �a a � C OE W s1 d I co CD o v _j U. Q� o ON O cv I (D CL F- a�W 26 0 O of tai 4 Q O O N [14 O 4 O + E+grt +JAVAD AHMAD N s n In `Fl+ 'k 7060,2 C,A,N {. `$ f536 n, 5, 4 drawing no. W02-77 APR (sheet 7 Of 7 53 1/8" WINDOW WIDTH 48 1/4" D.L. OPG. W. (FIXED) FALSE MUNTINS FALSE MUNTINS (SURFACE APPLIED) 21 " MAX. A (SURFACE APPLIED) MAY BE USED A HEAD /SILL z MAY BE USED \ O to If e D ii * ii e D1 r' II II n I M I It II a M J g II it . z jl.D z z u tl z I c II 11 I' Q --- -II' -- -- -rl--- -....— r z r0 I n it t? is M r C1 I. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 605 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS; THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 5 1/2" MAX. 47 3/4" HEAD /SILL CORNERS D.L. OPG. (VENT) 5o 1/8" VENT WIDTH TYPICAL ELEVATION EQUAL LITES (SEE DESIGN CAPACITY CHART) 53 1 /8" WINDOW WIDTH 48 1/4" Q.L. OPG. W. (FIXED) 21 " MAX. HEAD /SILL �I I� II {! II Ir II II li II It II it II II II B It II If II al Ii n n II II u n II II I, II li II 11 II C 1 ii '•� ii u u 47 3/4" D.L. OPG. (V 50 1/8" z a io 8 I � i I I M r 5 1/2" MAX. TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL LITES (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) D.L.O. WIDTH (FIXED) WINDOW WIDTH — 4.875" D.L.O. WIDTH (VENT) = WINDOW WIDTH - 5.375" ' D.L.O. HEIGHT = WINDOW HEIGHT /2 — 4.5" I uVWXD t wtM the 1?letw FLA. PE � `!0592 C.A.N. 8? APR b 2012 LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT tj Z tiq� Z `�I g Zrt a O LL ti c � Gaaa CN°°� 1 z `� 9 az � h z 0 cn > 0 fn Z ,n O z 2 �< zQ Im r o n. I' CL $ o I N O Z a, N a o ej s m o o i n° �i z V drawing no. W06 -34 sheet 1 of DESIGN LOAD CAPACITY - PSF (WITH ALUMINUM REINFORCING) WINDOW DIMS. GLASS TYPE 'C' GLASS TYPES 'D' & 'E' GLASS TYPE 'F' GLASS TYPE 'G' GLASS TYPE 'H' GLASS TYPE 'I' GLASS TYPE 'J' WIDTH HEIGHT EXT.(+) 1NT.( -) EXT.(+) 1NT.( -) EXT.(+) 'INT.( -) EXT.(+) 1NT.( -) EXT.( +) 1NT.( -) EXT.(+) 1NT.( -) EXT.( +) INT.(-), i 9 -1 j8" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26 6„ 37" (4) 70.0 70.0 70.0 70.0 61.0 61.0 61.0 61.0 80.0 80.0 80.0 8q.0. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.4 80.0 53 -1 j8" 70.0 1 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8- 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 3/ 70.0 70.0 61.0 61.0 B4.0 $0.0 80.0 80.0 80.0 80.q 80.0 80.0 80.0 80.0 W::w {4) 70.0 T0.0 61.0 61.0 80.0 0.10 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8010 115.0 70.0 70.0 61.0 61.0 .80.0 80. 80.Q 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8- 70.0 70.4 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 26 -1'/2° 50 -5/8" 70.0 70.0 .61.0 61.Q 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37 5 70.0 70.0 61.0 61.0 80.0 80. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53 -1 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8- 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26 -1/2" 56 -5 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 37" (6) 70.0 70.0 61.0 61.0 80.0 8 .0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - 70.0 70.0 61.0 61-01 80.0 80.4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26 -1 2" 63„ 70.0 70.0 61.0 61.0 fig.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53-1/8". 70.0 70.0 61.0 61.0 84.0 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 80.0 80.0 19-1/8- 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26 -1%2" 72" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37" (7) 70.0 1 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 5.3-1/8" - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 78.2 78.2 80.0 80.0 19-1/81, 70.0 70.0 61.0 61.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26-1/2- 76 -3j4- 70'0 70.0 61.0 81.0 80.0 80.0 80.0 8010 80.0 80.0 80.0 80.0 80.0 80.0 37" (7) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53-1/8-, - - 61.0 61.0 - - 77.6 77.6 80.0 80.0 74.5 74.5 80.0 80.0 24" 70.0 70.0 61.0 1 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30" 70.0 70.0 61.0 1 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 36" 48„ 70.0 70.0 61.0 1 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 42" (5) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 54" 70.0 70.0 61.4 61.0 80.4 80.0 84.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 24" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 36" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.4 80.0 80.0 80.0 80.0 80.0 42" (6) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 1 80.0 80.0 1 80.0 80.0 1 80.0 80.4 1 80.0 48" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 54- 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 36" 72„ 70.0 70.0 61.0 61.0 80.0 80.0 84.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 42" (7) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 8010 80.0 80.0 80.0 48" -- - 61.0 61.0 - - 8010 80.0 80.0 80.0 80.0 80.0 8010 80.0 54" - - 61.0 61.0 - - 79.1 79.1 79.1 79.1 76.8 76.8 78.4 78.4 24" 70.0 70.0 61.0 1 61.4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30 70.0 70.0 61.0 1 61.0 80.0 80.0 8010 80.0 80.0 80.0 80.0 80.0 80.0 80.0 36" 84" - - 61.0 61.0 - - 80.0 80.0 1 80.0 80.0 80.0 80.0 8010 80.0 42- (8) - 61.0 61.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48" 61.0 61.0 - - 80.0 80.0 80.0 80.0 77.5 77.5 80.0 80.0 ( ) NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB Mr, DESIGN LOAD CAPACITY - PSF (WITH STEEL REINFORCING) WINDOW DIMS. GLASS TYPE 'F' WIDTH HEIGHT EXT.(+) 1 NT.( --) 19 -1/8" 26 -1/2" 37" 53 -1/8" 26- (4) 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 19-1/8- 26 -1/2" 3T F, 53-1/8" 38 -3%8" (4) 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 19-1/8- 26 -1/2" 37" 53-1/8". 50 -5%8" (5) 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 19 -1/8" 26-1/2" 37" 53 -1 /8" 56 -5 /8" (6) 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 19-1/8" 26-1/2" 37" 53-1/8 63" (6) 80.0 115.0 80.0 11510 80.0 115.0 80.0 115.0 19 -1/8" 26-1/2., 37" 72" (7) 80.0 115.0 80.0 115.0 80.0 115.0 19-1/8- 26-1/2" 37" 76 {) 4" 80.0 115.0 80.0 115.0 80.0 115.0 24" 30" 36" 42" 48" 54" (5) 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 24- 30" 36" 42" 48" 54" 6&) 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 24" 30" 36" 42" 72" (7) 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 24" 30 84° $ (8)- 80.0 115.0 80.0 1 15.0 () NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB CIVIL FLA. PE 70592 G.A:N N. 538 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 --DEC -219 A 2 5 2012 U to O � � as CL of.. 0 dap A 0:� o � �3:_J Ll z lu = 4 W I c9 co i O z LLJ ;n > Q z Amy O; U5 1 Z 0 z v! � 9i E H00. lu-j Wg � to d W C p }W f- ig v u drawing no. W06 --34 sheet 1/8" ANN. GLASS .120" INTERLAYER UVEKOL --LIQ RESIN 1/8" ANN. GLASS SILICONE z a° DOW CORNING 995 ix 0 GLASS TYPE 'C' 1/8" ANN. GLASS .090" INTERLAYER SAFLEX IIIG PVB BY SOLUTIA 1/8" ANN. GLASS SILICONE F GE RGS7700 0 � w z� GLASS TYPE 3/18" ANN. GLASS 120" INTERLAYER UVEKOL —LIQ RESIN 3/18° ANN. GLASS SILICONE z m DOW CORNING 995 9A h i it Ix 0 GLASS TYPE 'D' 1/8" HEAT STREN'D GLASS .090" INTERLAYER SAFLEX IIIG PVB BY SOLUTIA 1/8" HEAT STREN'D GLASS SILICONE ('GE RGS7700 to GLASS TYPE 'H' 3/18" ANN. GLASS 090" INTERLAYER SAFLEX IIIG PVB BY SOLUTIA 3/18" ANN. GLASS t SILICONE a nD DOW CORNING 995 g 9A Ij Ij 0 GLASS TYPE 'E' 1/8" ANN. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS .090" INTERLAYER SAFLEX IIIG PVB BY 'SOLUTIA' 1/8" ANN. GLASS SILICONE T GE RGS7700 p Fr W �m w g N GLASS TYPE 'I' ^ 0 THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL MISSILE IMPACT AREAS. GLAZING OPTIONS 3/18" HEAT STREN'D GLASS 120" INTERLAYER UVEKOL —LIQ RESIN 3/16" HEAT STREN'D GLASS SILICONE z DOW CORNING 995 c� 9A 0 GLASS TYPE 'F' 1/8- TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'0 GLASS .090" INTERLAYER SAFLEX IIIG PVB BY 'SOLUTIA' 1/8" HEAT STREN'D GLASS SILICONE /-GE RGS7700 zm GLASS TYPE 'J' 0 FL'A. PE # 70592 CAR 3538 PR 2 5 ��wIMliet Milt+�a I�dc 1► ;61 e M i a O h i � I 0 o° c at O IL Qw U. JZ r 09 co I 0 z v r L > L` z Q ONE I Z � tT! Cz7 Z4 g _ � ED 0(:-, ti x r o� z m .p w 40 W U w di 0 U drowing no. W06 -34 sheet 3 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY TM WINDOW TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING fill r II�lauldl+ Aee�p4s � I�i�rtM#wtr IRsts ALTERNATE FRAME SILL TYPICAL. ANCHORS SEE ELEV. FOR SPACING FRAME WITH FIN OPTION (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) MIAMI --DADE COUNTY APPROVED °D MULLION & MULLION ANCHORS SEE SEPARATE NOA 8 c EDGE DIST. JA ED DIST. Ff N TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 4,i '0116, IAPCON BY 'ITW' (Fu =120 KSI, Fya92 KSI) 114" DIA, ULTRACON BY 'ELCO' (Fu -177 KSI, Fy -155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY # 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG W2 = 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG CIVIL FLA. PE If 70592 C.A.N. 3538• f APR 25 r M I co a. 8 Q a l� o 0 00. A IN aw 2 o I Q � 0 ::c M z Jw J LC in V) Q Br z m 8H Q Ln too z ¢ c V r bi r (0° 0 o U o $ I z w j��i m qq O 4 IL W Qj Q 0 2, o N � g 'b- � v° J' e'i drawing no. W06 --34 sheet 4 of 7 STRL TYPICAL ANCi SEE I FOR SPA TYPICAL ANCHORS FRAME WITH FIN OPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" SHIM No MIAMI -DADE COUNTY CHOR! JG ITEM PART # QTY. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 OW-36763 1 FRAME HEAD 6063 -T6 - 2 OW-37731 1 FRAME SILL (4" HIGH) 6063 -T6 - 2A BA -3608 1 FRAME SILL (3" HIGH) 6063 -T6 - 3 GW -31445 2 FRAME JAMB 6063 --T6 - 4 GW -36706 1 MEETING RAIL 6063 -T6 - 5 GW -36685 1 VENT TOP RAIL 6063 -T6 - 6 GW -37730 1 VENT BOTTOM RAIL (4" SILL) 6063 -T6 - 6A GW -37559 1 VENT BOTTOM RAIL (3" SILL) 6063 -T6 - 7 GW -31134 2 VENT JAMB STILE 6063 -T6 - 8 GW -31470 2 VENT STOP 6063 -T5 - 9 19-56 4 /VENT GLAZING BEAD ANGLE 6063 -T5 - 9A TM -123 4/VENT GLAZING BEAD 6063 -T5 - 9B TM -170 4/VENT GLAZING BEAD 6063 -T6 - 9C TM -181 4/VENT GLAZING BEAD (INSUL. LAM. GLASS) 6063 -T6 - 10 #8 X 1/2" 12 /VENT GLAZING ANGLE SCREWS STEEL PH SMS 11 4037 (1) STRIP FIN SEAL WEATHERSTRIP - MTG.RAIL /FRAME SILL 12 2240 (1) STRIPI FIN SEAL WEATHERSTRIP - VENT TOP 13 3722 (2) STRIP FIN SEAL WEATHERSTRIP - VENT JAMB STILES 14 - 2 1 1/2 "x7/8 "x3/4" FINSEAL PAD - FRAME SILL CORNERS 15 - 2 /VENT LATCH LOCK AT 5" FROM ENDS CAST VENT TOP 15A TM -118A 2 /VENT SPRING LOADED EGRESS LOCK 6063 -T6 VENT BOTTOM RAIL 16 - 4 /VENT VENT GUIDE NYLON VENT INT. CORNERS 17 - 2/VENT CALDWELL SPIRAL BALANCES - AT FRAME JAMBS 18 WVR -9302 2 /VENT BALANCE COVER VINYL FRAME HEAD /JAMBS 19 N69 2/VENT CALDWELL BALANCE CLIP - VENT BOTT. CORNERS 20 - 2 #12 x 3/4" P.H, SMS STEEL (1) AT EACH BALANCE 21 - 8 #12 x i" P.H. SMS STEEL FRAME CORNERS 22 - 8 #10 x.1" P.H. SMS STEEL VENT CORNERS 23 - 4 #8 x 3/4" F.H. SMS. STEEL (2) AT EACH LATCH 24 - 4 #6 x 3/8" F.W. SMS. STEEL AT EA. PLASTIC GUIDE 25 - 1 1x1 3/160/41/6" CHANNEL STEEL AT VENT TOP 26 - 2 1x1/4 THK.x4" LONG BAR ALUM. (1) AT EA. MTG. RAIL END 27 - 1 1 /2xix1 /2x1/8" CHANNEL STEEL AT MEETING RAIL 28 TM -161 2 FIN TRIM FOR JAMBS 6063 -T6 29 TM -163 1 FIN TRIM FOR HEAD 6063 -T6 - 30 TM -164 1 FIN TRIM FOR SILL 6063 -T6 31 TM -179 1 MTG. RAIL REINFORCING CHANNEL 6063 -T5 AT MEETING RAIL 32 TM --178 1 TOP RAIL REINFORCING CHANNEL 6063 -T5 AT VENT TOP FLA. PE # 70592 3538 A 2 2012 AWAI I rCT PAW" = 1�jj whk the tE ww OKU AIbIa� Iis l •0.,� 11I;"I+n"IlFa e� k 1� ca z shy zJ P w 4 N a 0 °v G O 0 A. bo M Q who n w xN: _ r-. I z cn Nos z V 0C-4� 1 _Z C7 N �Zg s ce y 0 0 I-- w a 0 0 2 e S N U 0 i� W N pj M K C f�9 U a. (DO a to z 0 R N N drawing no. W06 -34 sheet of 7 I FRAME HEAD 10 FIXED MEETING RAIL im VENT TOP RAIL 3. FRAME JAMB 938 �{ 38 A62 1.500 VENT STOP 1 1.18s 1.374 062 -�i .688 SASH SIDE RAIL 9 VENT BOTTOM RAILS 59 2.. NAIL FIN (HEAD) 28 NAIL FIN (JAMB) .125 4 .500 .438 27 1.000 19 1.000 1.000 .125 26 31 .250 MTG. RAIL REINFORCINGS MTG. RAIL REINFORCINGS STEEL ALUMINUM 1.000 1.25a 750 .688 ;Q 1.187 1.188 125 25 32 TOP RAIL REINFORCING TOP RAIL REINFORCING STEEL ALUMINUM NAIL FIN (SILL) 2 3. 1.324 T7 1.214 1.389 LATCH LOCK 2� FRAME SILLS NOTE: EITHER SILL CAN 8E USED 2A 50 1 .062 .500 r-T .53Q 9A .045 .622 00 .405 385 .040 4 .602 .562 L.923 «i .183 9C 540 .040 ,500 .923J GLAZING BEADS Engt: JAVAD 'AHMAD AA. PE # 70592 3536 AP R I5, 20 1-4 "SW Im Ast*(im" Wt Zee .tor' $� Q_ ;7 - �-14m-jk- ull O F � Q 0 c� a 0 ~ 0 4 W dr I ro OR to 0 M ._ J 3Li� V1 T M z U 5 c- 1 0-m p z .0 h t17 air . 00 -1 a toW 1� y v o g c N 0 ? F 41 a °° zW a CL z N N Y T IAJ LU drawing no. W06 --34 sheet 6 of 7 a 21 torn I z 0 22 � IL O g p 06 Go pa ad 0 43 ° .0 i IL z (4gg- I �IZW �d a � SCENT TOP CORNER -_, I z 0 ,Ln FRAME TOP CORNER M �' z —J W V o z $im v oNj 22 2 •- m p° 0 t 3za ' 1/ M z 8 IL ts om a r -- on. U �z a O o .y o a o aw i VENT BOTTOM CORNER Epgr: TAVAD tItfna " • CNf L FLA. C.A I� # 8592 a il drawing no. FRAME BOTTOM CORNER W06 -34 APR- 2012 sheet 7 of 7 SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE MUNDNS c"v 6' MAX. SURFACE APPLIED 10 -1/2" MAX. I V tOM ENDS ,- OPTIONAL HEAD /SILL o ( �. $ _® v �I 11 II �I 11 I� rl o Q h = II II II II II II W.: I n It J D.L. OPG, M co uj WINDOW WIDTH iJ A w l= TYPICAL ELEV Tp� ION 0 c~v Ll 1 Y co Z _ `• M %A if rn L g00 THESE WINDOWS ARE RATED FOR LARGE & SMALL. MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. gngr: )WA rviJtl?p PRODUCT' REVISED � it • E, as complying with the Fhtih n aAN. 538 g2 I3uildiiyg Cade w Acceptance No !2- 6 t Ex nation Daw U `Ry I Miam' Dade t drawing no. W03 ---52 ' �� sheet 1 of 5 DESIGN LOAD CAPACITY -PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE WIDTH LENGTH EXT. (+) INT. <-) EXT. 401 INT. t -) 36" 42" 48" 54" 60" 66" 72" 48" 80.0 80.0 80.0 80.0 80.0 $0.0 80.0 80.0 72.1 72.1 80.0 80.0 72.1 72.1 80.0 80.0, 65.1 65.1 80.0 80.0 58.0 58.0 80.0 80.0 X X X X 80.0 8010 36" 42" 48" 54" 60" 66" 60" 73.7 73.7 80.0 80.0 68.6 68.6 80.0 80.0 65.1 65.1 80.0 80.0 60.9 60.9 78.5 78.5 X X x X 70.7 70.7 X X I x X 70.7 70.7 36" 42" 48" 54" 72" 55.8 55.8 8010 80.0 53.8 53.6 80.0 80.0 x x x x 80.0 80.0 x X X X 78,5 78.5 36" 42" 48" 53" 77" 52.0 52.0 80.0 80.0 49.3 49.3 80.0 80.0 X X X X 80.0 80.0 X X X X 80.0 80.0 36" 42" 48" 84" 47.6 47.6 80.0 80.0 X X X x 80.0 80.0 X X X X 80.0 80.0 36" 42" 96" X X X X 80.0 80.0 X X X X 80.0 8010 36" 102" X X X X 80.0 80.0 36" 108" X X x x 80.0 1 80.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'H' WIDTH LENGTH EXT. < +) INT. (X) EXT. (+) INT. (X) 19-1/8" 26-1/2" 37" 5.3-1/8", 26" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8010 80.0 80.0 80.0 80.0 80.0 80.0 19-1/81, 26 -1/2" 37" 53-1/8" 38 -3/8" 80.0 80.0 80.0 60.0 80.0 8010 80.0 8D.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19 -1 /8" 28 -1/2" 37" 53 -1 /8" 50 -5/8„ 80.0 80.0 80.0 $0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6813 68.3 80.0 80.0 19--1 j8" 26-1/2- 37" 53-1/B' 63„ 80.0 80.0 80.0 80.0 solo 80.0 80.0 80.0 68.2 68.2 50.0 80.0 X X X X 80.0 80.0 19 -1/8" 26-1/2" 37" 53-1/8' 74-1/4.' 80.0 80.0 80.0 80.0 78.6 78.6 80.0 8010 53.3 53.3 80.0 80.0 X X X X 8010 80.0 26 -1/2" 37" 77" 0.0 80.0 80.0 80.0 80.0 n76.276.2 1.2 80.0 .0 X 80.0 W NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). NOTE: EXTERIOR PLY OF GLASS TYPE 'A' MUST BE TEMPERED TO QUALIFY FOR SMALL MISSILE IMPACT. 3/16" ANN. GLASS 1/2" AIR SPACE 1/8" ANN. GLASS .090" INTERLAYER BUTACITE PV13 BY 'DUPONT' 1/8" ANN. GLASS SILICONE FGE 7700 6" TEMP. GLASS 1/4- AIR SPACE 3/16" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'D GLASS SILICONE SILICONE 7 DOW CORNING F-GE 700 95 m tn _ 9 i j it _ NIj II II N II �I �I II �I �I GLASS TYPE 'A' 1" NOMINAL INSUL. LAM. GLASS GLASS TYPE 'D' 15/16" NOMINAL INSUL. LAM. GLASS GLAZING OPTIONS DESIGN LOAD_ CAPACITY - PST= WINDOW DIMS. GLASS TYPE 'C' WIDTH LENGTH EXT. (+) INT. (-) 36" 42" 48" 54" 60" 66" 72" 48" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36" 42" 48" 54" 60" 66" 72" 60" 75.0 7510 75.0 75.0 75.0 75.0 75.0 75.0 72.0 72.0 72.0 72.0 72.0 72.0 36" 42" 48" 54" 64" 72" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.0 72.0 36" 42" 48" 54" 84„ 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 75.0 36" 42" 48" 96" 75.0 75.0 75.0 75.0 75.0 75.0 36" 42" 102" 75.0 75.0 75.0 75.0 36" 42" 108" 75.0 75.0 75.0 75.0 38" 114" 75.0 75.0 36" 120" 75.0 75.0 36" 126" 1 75.0 1-775A 3%16" HEAT STREN'D GLASS 120 INTERLAYER UVEKOL --UQ. RESIN 3/16" HEAT STREN'D GLASS SILICONE / S504CO TREMGLAZE QLASS TYPE 'C' DESIGN LOAD CAPACITY -- PSF WINDOW DIMS. GLASS TYPE 'C' WIDTH LENGTH EXT. < +) INT. (X) 19 -1 j8" 26 -1/2" 37" 53-1/8" 26" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 19-1/8', 26 -1/2" 37 1 38 -3/8" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 19--1 26 -1 j2" 37" 53-1/8., 50--5/8" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 19 --1/8" 26-1/2' 37" 53 -1/8" 63" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 19 -1 j8 26 -1/2" " 37 1 53 --1/8" 74 --1/4" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 E gr. JAM AHMAt) PI IDIVIL as { 4A: • PE X0592 I3t C.A.N. Ai A," R ' RBVISED rig with the Pic" nde Date _ !+u•' Im ul U-) I M z p 3r ®2 I"w , IL O }m� v V � � CIL <4 vq 0 03 4 W ., c: 49 � 1 C7 m 0D C) to x �� 3:3: v 0N� I Z .0 §zC<L N t- (Q0 a �8 8 "a. I p Q a drawing no. W03 -52 DESIGN LOAD CAPACITY - PSF. WINDOW DIMS. GLASS TYPE 'F' GLASS TYPE 'G'j GLASS TYPE 'II' GLASS TYPE 'J' WIDTH LENGTH EXT. (+) INT. (-) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT, ( +) INT, ( -) 36" 42" 48" 54" 60" 66" 72" 48" 80.0 80.0 90.0 90.0 9010 111.0 90.0 1_40.0 80.0 80.0 90.0 90.0 9010 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 11140 90.0 140.0 80.0 8010 9010 90.0 9010 111.0 9010 140.0 76.5 76.5 90.0 90.0 90.0 111.0 9010 135.0 38" 42" 48" 54" 60" 66" 72" 60" 8040 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 9010 140.0 80.0 80.0 90.0 90.0 90.0 11140 90.0 1 140.0 71.1 71.1 80.0 80.0 80.0 98.7 80.0 1 124.4 64.0 6410 72.0 72.0 72.0 88.8 72,0 112.0 64.0 64.0 72.0 72.0 72.0 8818 72.0 112.0 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 36" 42" 48" 54" 60" 72" 80.0 8010 90.0 90.0 90.0 111.0 90.0 140,0 8010 80.0 90.0 90.0 90.0 111.0 90.0 140,0 76.5 76.5 90.0 90.0 90.0 111.0 90.0 135.0 71.1 71.1 80.0 80.0 80.0 98.7 80.0 124.4 64.0 1 64.0 72.0 1 72.0 7210 88.8 72.0 112.0 36" 42" 48" 54" $4" 80.0 80.0 90.0 90.0 90.0 11140 90.0 140.0 69.8 69.8 90.0 90.0 90.0 111.0 90.0 137.1 65.4 65.4 90.0 90.0 90.0 111.0 90.0 126,0 64.1 64.1 80.0 8010 80.0 98.7 80.0 117.9 36" 42" 48" 96" 75.9 75.9 90.0 90.0 90.0 111.0 90.0 140.0 64.3 64.3 90.0 90.0 90.0 11140 90.0 131.7 59.8 59.8 90.0 90.0 90.0 111.0 90.0 120.0 36" 42" 102" 73.9 73.9 90.0 90.0 90.0 11110 90.0 140.0 64.5 64.5 90.0 90.0 90.0 111.0 90.0 137.1 36" 42" 108„ 74.1 74.1 90.0 90.0 90.0 111.0 90.0 140.0 61.3 61.3 90.0 90.0 90.0 111.0 90.0 127.7 36" 114" 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140.0 36" 120" 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140.0 36" 126° 72.7 72.7 90.0 90.0 90.0 111.0 90.0 140.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'F' GLASS TYPE 'G' FGLASS TYPE '11' GLASS TYPE WIDTH LENGTH EXT. (+)I INT, (X) EXT. < +) INT. (X) EXT. < +) INT. (X) EXT. ( +) INT. (X) 19 -1/8" 26-1/2" 37" 53 -1/8° 26 8010 80.0 90.0_ 90.0 90.0 111.0 90.0 140.0 8010 80.0 90.0 90.0 90.0 11140 90.0 140.0 80.0 80.0 90.0 9010 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 1 140.0 19 -1/8° 26 -1/2" 37" 53 -1/8" 38 -3/8" 8010 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 11 90.0 90.0 9010 111.0 90.0 140.0 19 -1/8" 26-1/2' 37" 53 -1/8" 50 -5/8" 80.0 80.0 90.0 90.0 90.0 111.0 • 9010 140.0 8d.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 9010 90.0 90.0 111.0 90.0 140.0 75.9 75.9 8513 85.3 85.3 105.2 85.3 132.7 19 -1/8" 26-1/2" 37" 53 -1/8" 63„ 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 8010 80.0 90.0 9010 90.0 111.0 90.0 140.0 80.0 8010 90.0 90.0 90.0 11110 90.0 140.0 72.3 72.3 81.3 81.3 81.3 100.3 81.3 126.5 19-1/8" 26 -1/2" 37" 53 -1/8" 74 -1/4" 80.0 80.0 9010 90.0 90.0 11140 90.0 140.0 8010 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.4 71.4 81.3 81.3 1 81.3 100.3 81.3 126.5 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). r0 NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 3/16" ANN. GLASS I I 3/16" HEAT STREN'D GLASS NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. '~10 Ln I z O am 4 � a C � 0 U ©8 � h 0 � 0 j 4 q 0 ON-0 cc u. x vi Ill CD � rn g �� d °0Nm Z° �- M Z q ui (0 COL w � e � o M z� d a � 8 0 r h drowing no. W03 --52 sheet 3 of 5 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 3/16" TEMP. GLASS .090" INTERLAYER .090" INTERLAYER .090" INTERLAYER .090" INTERLAYER BUTACITE PVB BY 'DUPONT' BUTACITE PVS BY 'DUPONT' SENTRYGLAS BY 'DUPONT' SENTRYGLAS BY 'DUPONT' 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 3/16" TEMP. GLASS SILICONE SILICONE SILICONE SILICONE TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 GE 7700 GE 7700 GE 7700 GE 7700 2 m II 11 1� ji 1� I.: jj Z j: 11 i � I I l i 14�gort i I + 1 1 1 I AVAD A HMAQ PRODUCT REVISED fill PE A 7059 CpyiM with h F rs C.A.N. 3539,, s BUildiitgCDde Amptanoe No I2• ©R.,I'7jo PmpiralionDate j!� 1 Ojrh BY DadePM&d GLASS TYPE 'F GLASS TYPE 'G' GLAZING OPTIONS GLASS Tj[1?' 'H' GLASS TYPE 'J' . '~10 Ln I z O am 4 � a C � 0 U ©8 � h 0 � 0 j 4 q 0 ON-0 cc u. x vi Ill CD � rn g �� d °0Nm Z° �- M Z q ui (0 COL w � e � o M z� d a � 8 0 r h drowing no. W03 --52 sheet 3 of 5 TYPICAL ANCHORS LING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE g TYPICAL ANCHORS SEE EL£VS. FOR SPACING I MIAMI --DADE COUNTY APPROVED I I I MULLION & MULLION ANCHORS I I SEE SEPARATE NOA it SEE ELEV. FOR SPACING mi A IL 0 'o g U a �Q h CYO aQ $ LL W WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED 13Y GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING (Fu -120 KSI, Fyp92 KSI) (Fu -177 KSI, Fy =155 KSI) � 114" DIA, LAPCON BY 'ITW 114" bIA. ULTRACON B Y 'ELCO' ,_. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD Ni THRU 1BY BUCKS INTO CONC. OR MASONRY x 1-1/4- MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC, OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY � X14 SMS OR ULF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI --DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES w STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) N ALUMINUM : 1/8" THK. MIN. (6063 --T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) nr TYPICAL ANCHORS TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2 -3/8" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN, CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C--90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANT: FRAME CORNERS SEALED WITH ACRYLIC SEALANT. ngrr. JAVAD AHWO PRODUCT REVISED. t ofm as mipiying with.the F Jt -+t. PE # 7p592 BuilduigCode C.A.N. a. , }33t�j � . { Accjptonoe No Z \t' aeni de ]'rodtieIt trill p 09 rolo 0 9 M M 3� U �ONul Z .� � r � LA Z R _o drawing no. W03 --52 sheet 4 of 4 4 a NO FRAME q�-.062 .750r .750 .� ______ TYP. GLAZING STOP TUBE 1.076 .045 .835 L I 1—t 1.645 - -�I Q GLAZING BEAD �-- - .600 83I 5 .045 1.645 —J GLAZING BEAD (INSUL. LAM. 01 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANP. /SUPPLIER /REMARKS 1 GW- 35277 -A 4 WINDOW FRAME 6063 -T6 - 2 - 1296 AS REGO. _ GLAZING STOP TUBE 6063 -T5 6 #10 X V - FRAME ASSEMBLY SCREWS -- A.H. SMS 6 TM -174 AS READ. GLAZING BEAD (LAM. GLASS) 6063 -T5 - 8 AS R£Q0. GLAZING BEAD (INSUL. LAM. GLASS) 6063 -TB MIAMI -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS Ij iI SEE ELEV. FOR SPACING-\ ANCHORS EV. 'ACING ICKS TYP CORNER DETAIL 1/4" MAX. 'URE ICAL ANCHORS ELEV. SPACING kngr: agvla0; nrlMn{t PRODUCT REVISED as complying with the Fbrida t P •30582 Ruf3dulgCodc CA# { i r Acceptana DNO �I;tspiralionl3ate %� t i , i � yt� " mt!e i�iraQreet r z 0 �Z O L n � 0' .0 4 1n : jy ., LL x! i all ill S I"' O no Ltj �wLI_ M L) ©Nm roao 2 W W W 0- Z a' U h � drawing no. W03 --52 sheet 5 of 5 Miami Shores Village s g Building Department - 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 —AIDA- VBC 20 P LING Permit No.-5'"1 /3 °-1v2� PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder):_ o Phone#: G}1 Address: &72m-9_ A--) C -7'r- -S'%— City: ie;t 42.t.r �5 40 State: Zip: Tenant/Lessee Name: Phone#• Email: CONTRACTOR: Company Name: Address: City: FA et.� .tea State: Zip: :33 / �� Qualifier Name: 14 r'' hhr Phone #: State Certification or Registration #: C ) 1� t �j �� _ Certificate of Competency #: _ Contact Phone#: _ Email Address: DESIGNER: Architect/Engine. " hone#: Value of Wordy for ttbi�� agge Type of WorkddiparP tii e.r ' Y5 �d c. Color thru tale _Square/Linear Footage of Work; ONew ORepair/Replace ❑Demolition Subidttal Fee $ Permit Fee $ ' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ --& — TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Tap Zip Application is hereby made to obtain a permit to do the work and installations as indicated.: I certify that no :work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a rehmpection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrlment was acknowledged before me this day ofr ay� , 20 -L3—, , by -lead �,� i—Q g % day of-lEasa,3 20 11 by ®&L�t 2 , cl , who is personallyknown to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification anal who did take an oath. NOTARY PUBLIC: Sign: !;F Print: Q My Commissioi E c ' es Flo • rrs �•' � APPROVED BY Plans Examiner Structural Review (Revised 3/12 M12)(Revised 07 11WrARevised 06/10iZ009)(Revised 3/15/09) NOTARY PUBUR,tEREN h�,Qr�;1* Si gn: a Print: eve ::r: •. t`� My Commission Eiepfires ?'y'' . �� •+ �` Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 February 11, 2013 Permit No: RC13 -128 Building Critique - REVISION 1. Provide Miami Dade County or State of Florida approved product approval for fixed glass. 2. New entry door does not meet egress requirements. The required flush bolts at top and bottom require special knowledge or effort. FBC Res 311 Norman Bruhn CBO 305 - 762 -4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 184657 Scheduled Inspection Date: February 04, 2013 Inspector: Bruhn, Norman Owner: MERA, RODRIGO & ADRIANA Job Address: 225 NE 96 Street Miami Shores, FL 33138 -2715 Project: <NONE> Permit Number: WS -1 -13 -128 Permit Type: Windows /Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060134091 Contractor: NORWAY BUILDERS Phone: (786)554 -3855 Building Department Comments REPLACE WINDOWS AND DOORS INSPECTOR COMMENTS False Passed Inspector Comments t !,r si o.r- S-C'o n- Failed LJ cAJ Correction 1.tec)e(- Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 01, 2013 For Inspections please call: (305)762 -4949 Page 23 of 46 IV !M 1AM MIAMI -DADE COUNTY PRODUCT CONTROL, SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) &ww.mlamidade. a�v/Veera T.M. Windows LLC 601 N.W.12'" Ave. Pompano Beach, FL 33609 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, - the :manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11338" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 --52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/11/03, with revision I dated 02/22/12, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10- 1214.13 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0309.06 NIAM anaECaunrnr Expiration Date: January 08, 2014 Approval Date: May 17, 2012 P51611t2 Page 1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/11/03, with revision I dated 02/22/12, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 --94 along with marked -up drawings and installation diagram of Series 338 Aluminum Fixed Window; prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"276, dated 07/06/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 47- 1120.10) 2. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Inc., Test Reports No. FTL-2782, and FTL -2784, dated 11/06/01, signed and sealed by Luis Figueredo, P.E.; and Test Report No. FTL -3803, dated 05/22/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA No. 43- 0925.04) 3. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL 0806.02 -02, dated 09/24/02, signed and sealed by William R. Mehner, P.E. (Submitted under previous NOA No. 03- 0925.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al Farooq Corporation, dated 10/28/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA #10 1214.13) 2. Glazing complies with ASTM El 300-04 Manuel a P.E. Product Contrdly>dminer NOA No:12- 0309.06 Expiration pate: January 08, 2014 Approval Date: May 17, 2012 E -1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. (QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (j?ERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNenmurs & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No.. 114624.01 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 10- 0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 05105110, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated February 21, 2012, signed and scaled by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FT"276, issued by Fenestration Testing Laboratories, Inc., dated 07/06/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-1-120.10) 3. Laboratory compliance letter for Test Reports No. FTL -2782 and FTL -2784, issued by Fenestration Testing Laboratories, Inc., dated 11/06/01 and, signed and sealed by Luis Figueredo, P.E.; and for Test Report No. FTL -3803, dated 05/22/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA No. 03- 0925.04) 4. Laboratory compliance letter for Test Report No. ATL 0806.02 -02 issued by American Testing Lab of South Fl9rida, Inc., dated 09/24/02, signed and sealed by William R. Mehner, P.E. (Submitted under previous NOA No. 03- 0925.44) G. OTHERS 1. Notice of Acceptance No. 10- 1214.13, issued to T. M. Windows, LLC for their Series "338" Aluminum Fixed Window - L.M.I ", approved on 03/31/11 and expiring on 01/08/14. Manuel erez Product Control Ex ml r NOA- 10.12- fl309.fl6 Expiration Date: January U$, 2014 Approval Date: 17, 2012 15 M® MIAMI -DARE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.►niamidnde.gov/yera/ T. M. Windows, LLC. 601 N.W.12'h Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11605 " Single Hung Aluminum Window (reinforced) APPROVAL DOCUMENT: Drawing No. W06 -34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by AI- Farooq Corp., dated 04 -24 -06 and last revised on APR 25, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Exception: Glass type I (sheet 4) is not approved for Small Missile Impact Rating & shall not be installed above 30' above the grade. 2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet 2. All United installed with optional Fin -mount are limited to max Dp = +/- 61.0 psf. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA. revises & renews NOA # 09-0604.24 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAMI-DAAD9 CO unty NOA No 12 -0213.05 • • • Expiration Date: July 05, 2017 11'V Approval Date: May 03, 2012 u(� Page 1 T.M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0604.24) 2. Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corp., dated 04 -24 -06 and last revised on APR 25, 2012, signed and sealed by Javad Ahmad, F.E. B. TESTS (transferred from file # 09- 0604.24) 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Large Missile Impact Test, TAS 201 -94 4) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL -5439 dated 12 -10 -07 and FTL -5742 dated 01- 22 -09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07- 0404.04) 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test, TAS 201 -94 5) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FTL -3975 dated 10- 22 -03, FTL -3755 dated 03 -24 -03 and FTL -4514 dated 01- 25 -05, all signed and sealed by Edmundo Largaespada, P.E. 3. Additional test report No. CTLA -416W dated 04 -11 -00 issued by Certified Testing lab w/ addendum. letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification calculations complying w/ FBC 2010, prepared by AL- Farooq Corp. , dated JAN 18, 2012, signed &sealed by Javad Ahmad, P.E. 2. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL- Farooq Corp. , dtd 05- 15 -09, signed &sealed by Arshad Vigar, P.E. (file#09- 0604.24). 3. Glazing complies w/ ASTMF- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. 2. Notice of Acceptance No.12- 0130.01, issued to Cytec Industries Inc. for "Uvekol S laminated glass interlayer ", expiring on 02/08/2014. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no, financial interest, prepared by Al- Farooq Corporation, 01/13/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al- Farooq Corporation, dated 05/28/9, signed and sealed by Arshad Viqar, P.E. (file # 09- 0604.24) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 09- 0604.24, expiring on April 21, 2016. 2. Test proposal # 07 -3765 approved by BCCO dated Feb. 0 , 2 07. l �_ 1 I sfinq I. Chanda, P.E. Product Control Examiner NOA No 12- 0213.05 Expiration Date: July 05, 2017 Approval Date: May 03, 2012 E -1 I e MIAMI MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.m1amldade,g0L/pera1 T.M. Windows, L.L.C. 601 N.W. 12a' Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11230 " Outswing Aluminum Door w / wo sidelites APPROVAL DOCUMENT: Drawing No. W02-77 Rev C., titled "230 Alum Outswing Door w /sidelites. sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 08 -28 -02 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Exterior (positive) design loads to be limited per threshold height per sheet 2 of the Dwgs. 2. Max door panel not to exceed 34 -1/2" and the max sidelite width not to exceed 37 -5/8 ". See lock options detail in sheet 7 of the Dwgs. 3. Min 3" OC spacing cluster anchors applies both at head & sill at meeting stiles & sidelite mullion end. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVER'T'ISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 06- 0327.02 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 12- 0308.35 M �1t�e►t+cou Expiration Date: December 26, 2017 Approval Date: June 21, 2012 W Page 1 T.M. Windows, L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # # 06- 0327.02) 2. Drawing No. W02 -77 Rev C., titled "230 Alum Outswing Doorw /sidelites ", sheets 1 through. 7.of 7, prepared by Al-Farooq Corporation, dated 08 -28 -02 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file # # 06- 0327.02) 1. Test report on 1) Air Infiltration Test, per FBC,. TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 20244 4) Forced Entry Test per FBC, TAS 202 -94 5) Cyclic Wind Pressure Loading per :FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.- FTL -5458, dated 02/15/08, signed and sealed by Carlos S. Rionda, P.E. along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29/02 and FTL -3355, dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (submitted under file # 02- 1016.09) 2 Additional referenced test report per TAS 202 -94, Test Report No. FA-2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 02 /15/12, signed and sealed by Javad Ahmad, P.E. 2. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared. by Al- Farooq Corporation, signed and sealed by late Dr. Humayoun Farooq, P.E. (Submitted under file # # 06- 0327.02) 3. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIACATIONS 1. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 01/24/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al Farooq Corporation, dated 03 -08 -2008, signed and sealed by late Dr. Humayoun Farooq, P.E. (submitted under file # 06- 0327.02) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # # 06- 0327.02, expiring on 12/26/17. 2. Test proposal # 07 -3698 dated Nov 08, 2007, issued by BCCO. 1 (5 4�_ I . - LIa"A., —,shaq 1. Chanda, P.E. Product Control Examiner NOA No 12- 0308.35 Expiration Date: December 26, 2017 Approval Date: June 21, 2012 E -1 MMIAM MIAMI -DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) MIami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 }± (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamld#de.gov /pera T.M. Windows LLC 601 N.W. 12th Ave. Pompanq Beach, FL 33609 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. TIESCRIPTION: Series 115151¢ Outswing Aluminum Casement Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W06 -30, titled "Series S 15 Aluminum Casement Window (L.M.I.) ", sheets 1 through 6 of 6, dated 04/14/06, with revision D dated 02/23/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. . ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 1015.02 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12- 0509,04- . CM "=NW Expiration Date; May 01, 2013 Approval Date: May 17, 2012 Page 1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06 -30, Sheets 1 through 6 of 6, titled "Series 515 Aluminum Casement Window (L.M.I.) ", dated 04/14/06, with revision D dated 02/23/12, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5404, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA# 08- 0546.11) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201-94. 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4891, dated 04/13/06, signed and sealed by Edmundo Largaespada, (Submitted under NOA# 06- 0614.03) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4890, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09124/02, signed and sealed by William R. Mehner, P.E. (Submitted under NOA# 01- 1129.03) AfanugwerA P.E. Product Cont miner NOA No. 12-0309.04 Expiration Date: May 01, 2013 Approval Date: May 17, 2012 E -1 T.M. Windows LLC NOTICE_ OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 8/26/09, signed and sealed by Arshad Viqar, P.E. (Submitted under previous NOA #09- 1015.02) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 2. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, LLC for their "SAF -GLAS Polycarbonate Laminate", dated 12/27/07, expiring on 12/16/12. 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer ", dated 05105110, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated February 22, 2012, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report no. FTL -4891, issued by Fenestration Testing Laboratory, Inc., dated April 17, 2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #09 -101 5.02) 3. Laboratory compliance letter for Test Report no. FTL -5404, issued by Fenestration Testing Laboratory, Inc., dated December 19, 2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA #09- 1015.02) G. OTHERS 1. Notice of Acceptance No. 09- 1015.02, issued to T.M. Window & Door LLC for their Series 515 Outswing Aluminum Casement Window — L.M.I., approved on 01/27/10 and expiring on 05/01/13. Manuel PeA P.E. Product Control Cominer NOA No. 12-0309.04 Expiration Date: May 01, 2013 Approval Date: May 17, 2012 E -2 M'®MIAMI -DADS COUNTY ! PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY It 805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (BOA} ,n,�v.miamldade.gov /�c_at Lawson Industries, Inc. 5501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. APPROVAL DOCUMENT: Drawing No. LAW -ML -1001, titled "Aluminum Tube - Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:. Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida,. and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 0 10- 0610.02 and consists of this page I and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI• DE CCIUNTY NOA No. 12-01-27.07 Expiration Date: May 30, 2017 Approval Date: March 29,2012 ''/, ! Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1714, dated 8/27/02, signed and sealed by Rafael E. Droz -Sella, P.E. (Submitted under NOA# 03- 0225.47) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1716, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 3. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 02 -T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz -Seda, P.E. ( Submitted under NOA# 03- 0225.07) 4. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02- 0501.05) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1718, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.06) . Manuefkcrez Product Control Exa er . NOA No. 12-0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 E -1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc.; Test Report No. HETI -02 -1717, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 4225.46) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 03- 0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 10- 0610.02, issued to Lawson Industries, Ine. for their Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement --- L.M.I., approved on 10/06/10 and expiring on 05/30/12.. Manuel P x; P.E. Product Control iainer NOA No. 12-0127.07 Expiration Date: May 30;207 Approval Date: Mardi 29, 2012 E -2 MIAMI' MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/pera F.P.G. Wholesale, Inc. 7190 Coral Way Miami, FL 33155 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA — Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Condoor Impact" 8'0" Outswing Glazed Wood French Door w/ wo Sidelites -- L.M.I. APPROVAL DOCUMENT: Drawing No. W09-29, titled "Series Out —Swing Wood Patio Door.(L.M.I.) ", sheets 1 through 8 of 8, dated 05/11/09 with revision "B" dated 05/03/12, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use; and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami --Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10- 0503.02 and consists of this page 1 and evidence pages E--1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. MJakar, P. E., M. S. 1 , NOA No. IM514.21 MIAMKME �� /a 3, // Expiration Date: August 25, 2015 Approval Date: July 05, 2012 Page 1 F.P.G. Wholesale, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subm Med under previous NOA No. 10-0503.02) 2. Drawing No. W09 29, titled "Series Glut —Swing Wood Patio Door (L.M.I.) ", sheets 1 through 8 of 8, dated 05/11/09 with revision "B" dated 05/03/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 b) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked—up drawings and installation diagram of OS French door, prepared by Hurricane Engineering and Testing, Inc., Test Reports No.'s HETI49- 2501,11ET1482119A, HETI- 08 -2119B and HET148 -2172, dated 11/23/09 revised dated 07/15/10, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 10-0503.02) C. CALCULATIONS 1. Anchor verification calculations and. structural analysis, complying with FBC -2010, prepared by Al— Farooq Corporation, dated 05/08/12, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08--0709.04 issued to Glasslam N.G.I., Inc. for their "Safety -Plus II Laminated Glass" dated 09/11/08, expiring on 08/07/13. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC -2010, issued by Al— Farooq Corporation, dated 04/25/12, signed and sealed by Javad Ahmad, P. E. H y . Maker, P. E., M. S. PERA, Product Control Unit Supervisor NOA No. 12 -0514.21 Expiration Date: August 25, 2015 Approval Date: July 05, 2012 E -1 w F.P.G. Wholesale, Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 1. Laboratory compliance letter for Test Reports No.'s HETI -09 -201; HET148- 2119A, HETI --08 2119B and HETI i18 -2172, issued by Hurricane Engineering and Testing, Inc., dated 11/23/09 revised dated 07/15/10, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 10-003.02) G. OTHERS 1. Notice of Acceptance No. 10- 0503.08, issued to F.P.G. Wholesale, Inc. for their Series "Impact 810" Outswing Glazed Wood French Door w/ wo Sidelites -- LAL1.11, approved on 08/25/10 and expiring on 08/25/15. my A. Makar, P. E., M. S. PERA, Product Control Unit Supervisor NOA No. 12-0514.21 Expiration Date: August 25, 2015 Approval Date: July 05, 2012 E -2 N O ANCHORS PER ANCHOR SCHEDNLH. SEE TYPfCAI. ELEVATION ON SH65T?JS "MAL STRucrtsms (STEEL OR ,wz4. at.' MR. THICK) STEEL: ry- 36 XSI MAL ALUM M" 6663-75 MIN. .-Va• max SHIM VADTH-4 a TYPICAL SECTION q 6" = t'-a' HORCL sEa ]x OR 2x WOOO SUM cOPTIONaIJ ANCHORS PER ANCHOR amnomoNSHEETua FOR SPACING FL *15920.1 �DI i u IY G END Z F 4 NEW ,. 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INfER1AYER ufiLYUAY®t Sri AIR SPAN HS YO AM SPACE .090 SGP INTFAIAYER� °ANN S )5' H.S. P Y.'TOW IMW 9 - Owm AIAYNC sppi£E- ?IORPHE66 1 DEPI'FI � - 17 - 3O1in6 oLo= 1' LONG AT 11A 1'66115 loom One" BLIBHFA 'A pr SETTING BLACK ATV POINTS I om6nu 61NFACC AAli6 a61r16IS serrm �'� AT 3A POINTS ' l m a^SroMU= A29LSN6 sT tAWtEptiVE 1 WIERLLA i MATERIAL SCHEMILE MATUNAL MANUF. /SUPpUM/REMAMM RE66 PART OESCRiPTIW�t 1 n6m oms' aufmAfe6J " 866.1 -T6 2 TN-3i 1f0" SUM STOP Fpl 1' CRASfi 5053"7 $ 116 -327 / /A' mAm smP Fe ef16' um 6Sa -76 4 amw SNOP 06VFS 663-16 g 6SA6' tamm D w6ne 66L0 1610 arp' T -SLOT TM P6I2�LT� - Wlw ' L LUBWAg B 3x667 moll v6ttL wa6 - a17sv vum 6186 - 6.776'6 IRS== GLASS SM 7f/6 660 9f16 GLASS B(ATHf. 6Etl1 Au1COM L6 1Rr 7 FRAME 00290 SAE 69 2 HUf F'ol QEC1aRWW NRIDIQ'B SHAPfiS 010.1 S (2) d6 i 1 ffi sco mS AT EMM 9 - >� WISP AIAYNC sppi£E- ?IORPHE66 1 - 17 - 3O1in6 oLo= 1' LONG AT 11A 1'66115 loom One" BLIBHFA I om6nu 61NFACC AAli6 a61r16IS 8063 -T6 a^SroMU= A29LSN6 sT tAWtEptiVE 1 WIERLLA i - Rwo summm R65" s1 AL 34AM T - AL..M V GHeXM r WNO AT EYFR/ AMM Wem= C/TYt:) S09E al AL16Nm0N Sf16' La LO66 GLASS SPACER swan SS sfFFS. aL METAL T 7f16' 74. fbGE CLASS SPA4E6 S0Ul4T5S STEEL ALL MfiAL - PRIMART ML E�� I - 6ECON6ARY SEAL pB�1+lN" p�I wm6 = s m= � � I d � 1 O Vol 6 o a $a M H I ONLY APVRQVED FoFt IM ,CL MiSSILC rKPACT ! { 3.2 TMW -Q4 Gl r c66me61Ner FL #15920.1 i 0 {-- X1.269 ro 11 a a M yN : Q H r 3.059 0 NOTE' 1 PART 91415 NOT REQULREQ Uu}IEJ+i IlSIw67MIS EMRUSIOw 0.420 0.025 1 L 0 0.070_. .4- 0.030 O.oZ# D.ow .18 a4a°, o apOa r� 0 D.oeo x� 0.056 N 0 D.1Z9 D.080 0.031 O m � O 0.095 } �-- 1.159 -�-� O.OSC� I 4�j � 4 1.000 FdOTE: IXTRUSIONS NOT TO SCALE. 0.570 0. 0 0.813 g�g :7t C 0.090 FL #15920.1 1jf . 1 1 J o QI M-1 MME m OF HON HEAR SMAPES SHALL IED TOGEMER De SCR9W SPLINE S.Y {TYP -)• SEAM SEAL N REAPPOW M sEroRE I ST. wow=, IN TO EMRE $ i u) FL #15920.1 r GRADE Z SMS R 90° CORNERS ONLY) J J OC 0 a o� 0 a 3 h— X �S KM T i 1 , i WINDOW; TM WINDOW & DOOR SERIES 340 /ALUMINUM FIXED WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT NO. 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APPACRIED FOR SMAU.AND LARGE M1 1, IMPACT AWU[ATtON5. SEE GLASS TYPES FOR ANY O m RESTRICTIONS FL #15920.1 1 0 a II' MM. MR A&CKORS TYPE A & C OR r- 3'MAXPRM 6' AW NDR ANCRORS APY30W OR * TYPICAL ELEVATION aco -wmn+ - wmoow vin+ -r o.x_o. tBU�rR - enemaw Marx .• FL #15920.1 T 1 f- --w- -t l - -L --1 NOM WMTH AND L64m DD63MONS SARI 6E ORIENTED VERTICALLY AS SHOWN ABOVE. r; i' v J J °o d i EM I o1-1 21 g F- RE ewe DIST i`~- - '�• EXISTING MOST METAL57RUCTURES (STEEL OR - STRUCTURE ALUM. WO" MIN. THDCQ ANCHORS BTEEL: Fye 36 KSI MIN. sCH , SEE MULLION APIbALS FOR aBY WOOD BVG% , ALUPDNUPN: 6063.75 MIN. ELEVATION FOR SPACING --MUIlT0M TYPE AND SIZE. DIST DIST Ix OR 22 WOOD MOCK NOT BYTNALi. 1 L 1 /a' MAx SFDM iw V MAX S HDM 11' MAX AM31M PER ANCtORSCNBDULE. ANCHORS PER 4 aNHa $CHEWLE. � lP 4 a SCHEDULE. S WW I 3 5 2j8FOR SPACING SSEETM aWATM ON SHEET278FOR SPACING I at T SPACING y GY ..�p� s OPTIONAL SURPACE APPLIED MUNTBOS .} TYPICAL ANCHORS: � R" Q 0 WORD H11IM AM MSTAL SIRIIC M "OT BYTN WWINDOW& �` � . MUST SUSTAIN LOADS UMKM8Y MAMGSYSTEMAND TRANSFER THEM TO THE WILDING STRUCTURE. . O ei THE W - :Ltr DIA. ULTRACON 4V '-W- (Fav177IM, �i• iii G t FV-155 k5l) ate+ H bi TRW IBY INTO COINCRETE (ME PS! K" OR GROUT O 3 � FR1A'A BLOCX (ASTM C9Q) 1 -314^ MIN. 698ED INTO CDNCTETB OR GROUT FARED iiC BLOM a� TYPE'B' • �4�„DL6 Ln TR9CAp BV'L+LOD' (� °177 KSI, PV-155 KSt) . INTO 20Y WOOD SUDS OR WOOD STMSCTUM F- (smPa Gpo ss MTNt 1 -172° MIN. PEI9ET(ATSOIN INTO WOOD p 090 or ANCHORS H nNt:t L TYPE'C- sum- ,...,•.w_ cum+T t96N'ALS�EN! (GRADE 5 ` g SEALANT p,4rSC�LR.E. SET MIN) (FUalm �' KM a 4 FOR SPACING DYMPWAL STAUCUURES (S PINCHES PASS THE THRFAD MANE MINJ STEEL' %'TNK. MW. (Fye36 KM V=) 174 - mox SHIM AIUMgaft 778' T0(. NRN. (D SWM MIN) 1 &!QC ,=E9 CONTACT WITH ALUg4IN MTO BE PLATED 1fX OR 2x WOOD (OPTIONAL). NOT BY T.M. OA PAINTED) • .. MOM RRET T rml LED BLOCK= 2-1(2° KIN. 1N10 WOOD STRUCTURE = Y 6m. INTO METAL STRUCTURE n 374' MIN• EOPmA GE 5T 01 oasnNG HOST N:OUFASMT STRUCTURE FL #15920.1 de TYPICAL SECTION 2 3 s , I..o- v�tT ASH ENGINEERING August 23, 2012 EXPPES a TM Window, LLC. — Series 300 Aluminum Fixed Window (LM} Page 2 of 2 The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer (NOA # 11- 0624.02) • DuPont PVt3 Interlayer (NOA #11- 1118.03) 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. Wind Load Resistance Each 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). Installation Each product fisted 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 product's respective Product Evaluation Document (Le. engineering drawing). Limitations & Conditions of Use: Use of each product shall be In strict accordance with its respective Product Evaluation Document (I.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist ail superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site - specific basis by a registered professional engineer. 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 the High Velocity Hurricane Zone (HVHZ). 160 SW 12TH AVENUE # 106 DEERFIELD BEACH, FL 33442 PHONE' 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ENGINEERING FXPRESSO Product Evaluation Report August 23, 2012 Application Number: FLB Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: Fr-rF 12- TMW -04 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Series 300 Aluminum Fixed Window Large & Small Missile impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida pepartment of Business and Professional Regulation (Florida Building Commission) Rule Chapter 9N- 3;005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and /or evacuated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended, at least equivalent to that required by rite Coda. Re- evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: O PRODUCT EVALUATION DOCUMENTS FLB drawing #12- TMW -04 titled "Series 300 Aluminum Fixed Window", sheets ", prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. Is an integral part of this Evaluation Report. tee, z • TEST REPOTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s) #0611.01 -12 by American Test Lab of South Florida (ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201,202 & 203 test standards per test report(s) #0611.01 -12 by American Test Lab of South Florida (ATL). o STRUCTURAL ENGINEERING CALCULATIONS Structural engineering caicuiations 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. Architectural Shape Options 4. Glass Capacity 6. Anchor Capacity No 33% increase in aliowable stress has been used in the des 160 SW 12T" AVENUE #106 DEERPIELD BEACH, {'L. JJggZ PHoNe: 954 - 354 -0660 FAX: 954 -354 -0443 WWW,ENGEXP.COM 2125/13 FlaidaBtdiding Code Wine vale Approveo 1W1b 1LU11 Sltrnmary of Products FL # Model, Number or Name Description 15920.1 Series "300" Alurrdnum Fixed Window Series "300" Aluminum Fixed Window - LMI/SMI 74" x 122" Limits of Use Imtallation Instructions Approved for use In HVHZ: Yes FL15920 RO II DWG re- submit 10- 10.Ddf Approved for use outside HVHZ: Yes Verified By: Frank Bennardo P.E. 46549 Lnpact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/ -70 Evaluation Reports Other. FL15920 RO AE Eval.Ddf Created by Independent Third Party: Yes 13a: &. Pi2a'2 Contact Us :: 1940 North. Monroe Street. Tallahassee FL 32399 ,Phone: 850 - 487,1824 The State of Florida is an AA/®D employer. C oa vdaht 2007-2010 State of Ftorida.:: Pdacit Statement :: Aemssibili(,y. Statement :: Refundd Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public - records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an small address If they have one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address %filch can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here_. Product Approval Accepts: eeciir"'— C it a4 SAFE vmwflaTdoWicing.org/pr/pr_app _dfl. aspt? peraypmC' VXQWDgsDdFYerPIWD3Wsg8*/ o2fWck4YU %2bIdS)XQ4SpVFpiMBQa/a3dah3d ?12 Product Manufacturer T M windows LLC Address /Phone/EneN 601 nw 12 ave pompano beach, FL 33069 (954) 781 -4430 smletzger@tn'wl ndow.com Authorized Signature Frank Bennardo frank*engexp.com Technical Representative Address/Phone /Email Quality Assurance Representative Address/Phone /Email category windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank Sennardo Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2025 Validated By Keith E. Lodnos, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence FLIS920 RO COI Cert Indemodf Referenced Standard and Year (of Standard) TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified W Sections from the Code Product Approval Method Method 1 Option D Date Subn*ted 08 /24/2012 Date Validated 10/10/2(n2 Date Pending FBC Approval 09 /05/2012 unnavflorld idlrg arg /px/px dd A$PGWmn=%GEWQWDq aDdl`YerPWD3WsgW6Zalck4YU0/o2bi tXQ4SpVFp lMBW1 -W o3d 112 T [ ENGINEERING EXPRESS@ August 23, 2012 Florida Department of Business and Professional Regulation 1940 North Monroe Street, Tallahassee FL 32399 Regarding: TM Windows, LLC Series 300 Aluminum Fixed Window (Large & Small Missile Impact Resistant) Project #12- TMW -04 To Whom It May Concern: Please be advised that the below- signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted product(s). NK L. 8Fti Re s ectfu�/Ys P.E. Inc. FL PE (1046549 Cert of Auth #9885 160 SW 12TH AVENUE *106 DEERFIELD BEACH, FL 33442 PHONE: 954 - 354 -0660 FAX: 954 -354 -0443 WWW.ENGEXP.COM Search Criteria Code Version 2010 FL* 15920.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Appkatton Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Plumber or !Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Aoolications FLL#. Type I Manufacture r Validated By Status Fy15920 New T M Windows LLC FL*: FL15920.1 Keith E. Lorinos, PE (561) 247 -0135 Approved Models Series 13001 Aluminum Fixed Window Description: Series 300° Aluminum Fbced Window - LMI/SMI 74° x 122° Category: Windows Subcategory: Fbced *Approved by DBPR. Approvals by DSPR shall be revieved and ratified by the POC and /or the Commission if necessary. Contact. Us :: 1940" North Monroe Street. Tallahassee. FL 32399 Phene: 850- 487 -1824 The State of Florida Is an AA/IED employer. Cgogright 2007 -2010 State at Florida. :: Privacy statement :: Aatessibiifty statement :: Refund 6 ffimeM Under Florida law, email addresses are public records. If you do not vent your e-mail address released In response to a publlarecords request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department Wth an email address If they have one. The emalls provided may be used for offtdat communication vfth the licensee. However email addresses are public record. If you do not vash to supply a personal address, please provide the Department vtth an email address vhkh can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepter ED go 99 Pq Credit�ArFE s wAw.ilt ltiing•ag4r/pr aW st.aW 1/1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 184667 Permit Number: WS -1 -13 -128 Scheduled Inspection Date: February 04, 2013 Inspector: Bruhn, Norman Owner: MERA, RODRIGO & ADRIANA Job Address: 225 NE 96 Street Miami Shores, FL 33138 -2715 Project: <NONE> Permit Type: Windows /Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060134091 Contractor: NORWAY BUILDERS Phone: (786)554 -3855 tsunama uepanment comments REPLACE WINDOWS AND DOORS INSPECTOR COMMENTS False February 01, 2013 For Inspections please call: (305)762 -4949 Page 23 of 45 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 01, 2013 For Inspections please call: (305)762 -4949 Page 23 of 45 OR £14, 28461 Ps 4542; 41os ) RECORDED 01/28/2013 114101:36 NOTICE OF COMMENCEMENT MTAHI-- :DADCICOUNTY9 FLORIDA A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST I LAST PAGE 1152% FLOR DA, COUNT OF DADE Cov N al iHER r �e HEREBY GERttF that this rg a Mtie Copy of fhQ J4 e�ur �+ PERMIT NO.�S- ��'�� °'�Zyi'/D( FOLIO NO. thi_ oficeQn�_ daroi � — -- - o _ .. v/ SCI \Oe,. STATE OF FLORIDA: emu,.► , An my hen and Poc cis Seat. COUNTY OF MIAMI -DADE: HARVEY VIN. ��RwarrdCount yCcurts THE UNDERSIGNED hereby gives notice that improvements will be made to ARNOLD A O'e• property, and in accordance with Chapter 713, Florida Statutes, the following i I N OLD 1144 is provided In this Notice of Commencement. Space above reserved for use of recording office 1. Legal description of property and street/address: vZ� �C "j (o CT 2. Description of Improvement �z ew a/ 0.4 3.Owner(s) name add address: (o Interest in property: _ ,i�.eJ1) Name and address of fee simple titleholder' P i-�• 4. Contractor's name, address and phone number: Nei- 5. �' - D d Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by r upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes , �y Name, address and phone number.- _�r.P�f'�rJ TAYr� 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. / Name, address and phone number 9. Expiration date of this Notice of Commencement: {the expiration date is 1 year from the date of recording unless a ditrwd date is spwffied) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Ow er s�gr�wner(s)' Authorized Officer/Director/Partner/Manager Prepared By Prepared By— Print Name . n 0-e-cl Print Name Tibe/Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregolqaln_�trqment was acknowledged before me this day of-----A By c -- e- - U 'as Indivi y, or U j22:± -4- - for U Personally known, or U produced the following type of identification_ 114 Signature of Nntary Pukil1a Print Name: VERIFICATION PURSUANT TO SECTION 92.526, FLORIDA STATUTES _ 0. 16 Under penalties of perjury, I declare that I have read the foregoing and •• °� • that the facts stated in it are true, to the best of my knowledge and belief. ,��1 /: ®�r��•••� ®�� Signature(s) of Owner(s) or Owners) s Authorized Officer/Director/Partner/Manager who signed ATE ' �AYRi1�o� By By 123.01.52 PAGES 9/10 Miami Shores Village CoWI\& Rnilclinu nenartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING Y: et ----------- FBC 20 1C) Permit No. W ` j 3 - Master Permit No. ROOFING JOB ADDRESS: �� V C 6 S -t City: Miami Shores County: Miami Dade Zip: 3 3 7 3 2 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): T217 e A'7 �i D X=zA/'4 Phone #: 40S � City: / cam, ' Gt State: Tenant/Lessee Name: Email: CONTRACTOR:C( Address: City: I Qualifier Name: Name: :/ !! O 9 l-y/�V L(-(- Phone #: IL Zip: 3 3 ) -5 State Certification or Registration #: C S � J . �certificate of competency #: Contact Phone #: O 5 Z C D ('E_ Email Address: i'W iC 0 Al\ Q Nok U) LQ(�ZS DESIGNER: Architect/Engineer: OreskS �d�P 2 Phone #: Value of Work for this Permit: $ 14 _C' 0 Z Square/Linear Footage of Work: ;2 5—o Type of Work: ❑Addition ❑Alteration Descr* tion of Work: f 4 ��_c j ;F- 7Z"2' Submittal Fee Scanning Fee $ Color thru fete: Permit Fee $ Radon Fee $ ONew ORepair/Replace ODemolition Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO /Cc $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 4 . '7y Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed. to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature O er or Agent Contractor s The foregoing instrument was acknowledged before me this � The forego s foregoing instrument was acknowledged before me thi day of a2 �f , 20 � y 0;),%Q A,"e �--t day of 7 y�0 a, by who is personally known to me or who has produced F I r- who is personally known to me or who has produced fir✓++ -1 )z -0 (�CA b X12.0 As iq �y� ttion and who did take an oath. � Z r k ,i�t�td#llH cation and who did take an oath. NOTARY PUBL�(�`?��na *"`11" '; r NOT4° Sign: = �• < = Sign - rTl Print: . Prim i My Cqpission Exesk.�d�a��`� My Co%} APPROVED BY ! ' �� Plans Examiner Structural Review (Revised 5 /2 /2012XRevised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09)(Revised 7/10/2007) Zoning Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. ______COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (-CERTIFIGATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION YOUR INSURANCE COMPANY MUST ISSUE.A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 ■ rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrarrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrri COMPLETE CONTRA99R'S INFO AEI ATION BUSINESS NAME: BUSINESS ADDRESS: 1069 )?A /e .CITY f� STATE D ZIP CODE, 3-31,5--0. BUSINESS PHONE: L-�O--Q R 6 3 &&(- FAX NUMBER (_.,_,.,_) CELL PHONE (3 M 2(a:3 ° lv QUALIFIEWS NAME: 1./ aAd-tort I QUALIFIER'S LIC NUMBER: 6&c, / S I & ` , ?q ° E -MAIL ADDRESS (IF APPLICABLE): t4a n`wt (2 ®s-tr% y ballal---v e°ts . Created on 3I19M BY MLOV I RV 3I2M MIAV 'rpm: 01/24/2013 10:10 #937 P.001/001 CERTIFICATE OF LIABILITY INSURANCE DA0 /2`24/13 PRODUCER Accurate 83i}0 West Flaer Suite 114 &300 a 33144 Phone (305)226.8727 Fax (305)226-8767 Miami Shores Village THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAN AFFORDED BY THE P INSURERS AFFORDING COVERAGE NAIC # INSURED Norway Builders LLC 10672 SW 77th 012611 Miami Fl 33156 OF ANY KNO UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. I U R A LIo ds Of London Insurance 305- 200 -0154 aNSURER B: INMAEK C: INS R D; INSURER E: COVERAGES INSURER R THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 8 t Arlb'L TYPE OF INSURANCE POLICY NUMBER PO DATE pop-D—rfn rYEFFECTIVE OLW E ATEN LIbllTS A ❑ GENERAL. LIABILITY ® COAAAAERt.IAt GENERAL LIABILITY ❑❑ CLAIMS MADE W OCCUR Q ART006559-03 06/22/12 06/22/13 EACH OCCURRENCE 1 000,000 Ea nca=m 1,000,000 ABED EXP (Anyone ) 5,000 PERSONAL $ ADV INJURY 1,0001000 ❑ GENERAL AGGREGATE 2,000,000 G1EN'L AGGREGATE LWT APPLIES PER ❑ POLICY ❑ PROJECT ❑ LOC PRODUCTS - COMPIOP AGG 1,000,000 C] AUTOMOBILE uABiLRY ❑ ANYAUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS © NON OWNED AUTOS ❑ CANED SINGLE LIMIT (Ea aCddent BODILY INJURY (Per GODLY INJURY (Per aroldeni) PROPERTY DAMAGE (Per dent ❑ GARAGE LIABILITY ❑ ANY AUTO ❑ AUTO ONLY - EA ACCIDENT OTHER THAN EA G AUTO ONLY: 69—G ❑ EXCESSRIMBRELLA LIABILITY ❑ OCCUR [] CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION S EACH OCCURRENCE AGGREGATE TW� , WORKERS COMPENSATKNN AND EMPLOYERS' UABILI Y ANY PROPRIETOR t PARTNER I EXECUTIVE OFFICER /MEMBER EXCLUDED? I yes. desedbe realer SPECIAL PROVISIONS m seam p T11- E.L. EACH ACCIDENT E L DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT I- OTHER - �] --- -T DESCRIPTION OF OPERATIONS i LOCATIONS I VEICI E8I EXCLUSIONS ADDED BY £NDORSEMENT1 SPECIAL PROVISIONS Miami Shores Village is listed as additional name hsured. CERTIFICATE HOLDER CANCELLATION ACORD 25 (20111/08} QF 0 ACORD CORPORATION 1988 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE MHWOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL Miami Shores Village 30 DAYS WltmEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 NE 2nd Ave THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABIITY Miami Sh0► , FL 331 OF ANY KNO UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. 305- 200 -0154 AUTxORaD Lucia Estrella ACORD 25 (20111/08} QF 0 ACORD CORPORATION 1988 ' W 01 -20 -2012 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE' PERSON: 1U�ul 01120/2012 EXPIRATION DATE. 01/19/2014 BAYZID KARIM 0 593915219 BUSINESS NAME AND ADDRESS: NDIWAY BUILDERS LLC 1OB72 SV 77TH AVE MIAMI FL 33158 SCOPES OF BUSINESS OR TRADE; 1- CERTIFIED GENERAL CONTRACTOR IMPMA*T. Posovat to Chapter 440 . 09414►. F.S., ae officer of a corporation she elects exemption fees this chapter by tiling a certificate of election nodes this Sear say Hot recover benefits ar compeaMion radar this chapter. Porsom to Chapter 440.06(12). F.S.. Certificates of election to be exempt... apply only within the scope of ON baslooss or trade listed 00 Me octica of election to be exempt. Porsom to Chapter 440.051131. F.S., *slices of election to be exempt and certificates of election to be exempt stall be sablecl to reeocstics 11, at any time after the filing of is wrice or the Issoance of the certificate, the person one" on the mice or certificate no !eager mesh the requiremms of this section for issuance of a certificate. The department shall rerohe a certificate at any time for lailare of the person meted on the certificate to meet the te"hemeots of this section. QUESTIONS? 18501 493 -1609 DWC -252 CERTIFICATE OF ELEC71ON TO BE EXEMPT REVISED 01 -11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE SCOPE OF BUSI11kESS OR TRAM I • CERTrFIED GENERAL CONTRACTOR IMPORTANT F Pursuant to Chapter 4411051141, F.S., an officer of a corporation who O elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05112), F.S.. Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on Rthe notice of election to be exempt E Pursuant to Chapter 440.05113). F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named an the notice or certificate no longer masts the requirements of this section for issuance of a certificate. The department shalt revoke a certificate at airy time for failure of the person named on the certificate to meet the requirements of this section. CUT HERE QUESTIONS? (850) 413-1509 * Carry bottom portion on the job, keep upper portion for your records. OW -252 CERTIFICATE OF ELECTION TO K EXEMPT REVISED 01 -11 !►TE' pp Qpg� t �K 1S1�,5 31023 1200 Ct� g 20'1 OR I sea.# 0'1 1 CONTRa ft y� y,. '�i \rUR � °�O�CiWp�Mq�i ki iv'..a �ecsrr i�t„eaeeq i1i✓• r ®v g�Ywi� iii 2 V 1^i 3. d°7� A ! Ij iilLt�6r the dat®= XUG 31. Mori r ��"a ,i i No AR7,11) Rs 15) R ?7' L 336 r W8 ®X IZ i SCE Cf1SP1.AY REQUIRED By RY OR _ -- - FIRST- CLASS U.S. POSTAGE PAID MiAtMi FL rERWr 1140.231 S IS NOT A BILL - 00 Nu I f-A� RENEWAL 616811 -6 RECEIPT NO. 643240-5 BUSINESS NAME I LOCATION STATER CGG15165$9 NORWAY BUILDERS LLC 10672 SW 77 AVE 33156 UNIN DADE COUNTY OWNER NORWAY BUILDERS LLC sec" type a of B3ushvm BUILDING CONTRACTOR PAWARM R€CEMW COUNW TAX 07013/2012 60010000505 000075.00 SEE OTHER SIDE WORKE /S DO NOT FORWARD NORWAY BUILDERS LLC KARIM BAYZID MGRM 10672 SW 77 AVE MIAMI FL 33156 �taifiataf�ttee��e�t�ta��ttittdtla�t�t�ct >i4ae��eet�et�i7� lt,iP Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 199241 Permit Number: WS -1 -13 -128 Scheduled Inspection Date: September 17, 2013 Permit Type: Windows /Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: MERA, RODRIGO & ADRIANA Work Classification: Window /Door Replacement Job Address: 225 NE 96 Street Miami Shores, FL 33138 -2715 Project: <NONE> Phone Number Parcel Number 1132060134091 Contractor: NORWAY BUILDERS Phone: (786)554 -3855 comments REPLACE WINDOWS AND DOORS INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 187799. CREATED AS '� REINSPECTION FOR INSP- 186994. CREATED AS REINSPECTION FOR INSP- 185139. CREATED AS REINSPECTION FOR INSPA84658. Failed ❑ Entry door missing surface slide bolts. Entry is not attached per plans. NB attachedments not per per N.O.A. Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 17, 2013 For Inspections please call: (305)762 -4949 Page 38 of 39 Miami shores V Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: �� 1 DATE: l z 0l 3 tractor • Owner • Architect, Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue pert' g process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: