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RC-13-2036Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 208877 Scheduled Inspection Date: March 19, 2014 Inspector: Rodriguez, Jorge Owner: , BBL REALTY HOLDINGS LLC Job Address: 125 NW 95 Street Miami Shores, FL Project: <NONE> Contractor: AG STAR CONSTRUCTION INC Isullamg lueparltment comments Permit Number: RC -9 -13 -2036 Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1131010240320 Phone: (305)457 -9970 REMODEL KITCHEN AND TWO BATH REPLACE Infractio Passed Comments WINDOWS AND DOORS I INSPECTOR COMMENTS False Passed 4�A Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 208830. No access March 18, 2014 For Inspections please call: (305)762 -4949 Page 31 of 61 t Miami Shores Village L Building Department V`� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 SEP Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ' FBC 200 BUILDING Permit No. PERMIT APPLICATION Master Permit No. 12., I 1) 3 Permit Type:. (au !. 1--. � t N U JOB ADDRESS: 125 NW 95 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated.: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): B & L REALTY HOLDINGS, LLC Phone#.305- 519 -6968 AAA-. 3900 W 2ND AVENUE City: MIAMI Tenant/Lessee Name: Email: State: FL CONTRACTOR: Company Name: AG STAR CONSTRUCTION Address: 125 NW 95 STREET 33127 305 - 219 -3448 City: MIAMI SHORES State: FL Zip: 33155 Qualifier Name: AXEL GALDAMEZ Phone #: 305 - 219 -3448 State Certification or Registration #: CGC1516021 Certificate of Competency #: Contact Phone #: 305- 219 -3448 Email Address: DESIGNER: Architect/Engineer: 4, o®c) Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑Address UAlteration UNew URepair/Replace UDemolition Description of Work: REMOVE EXISTING KITCHEN & BREAKFAST AREA AND REPLACE WITH NEW KITCHEN COUNTER & CABINETRY (SEE FLOOR PLAN) REMODEL TWO BATHROOMS V) Submittal Fee $ r s Permit Fee $ -4 }� CCF $ l CO /CC $ Scanning Fee $ 1 �` Radon Fee $ DBPR $ 6,,3 Bond $ Notary $ Training/Education Fee $ '� 0 Technology Fee $ Double Fee $ Structural Review $ ! ) ° `z e5o TOTAL FEE NOW DUE $ ° . a 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. neX or gent The foregoing instru ent was acknowledged before me this 3 day of SEPT 20 _, by MICHAEL BROMLEY who iCersondlly � to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The foregoing instrument was acknowledged before me this ,3 day of SEPT 20 by AXEL GALDAMEZ who is ersonally know me or who has produced as identification and who did take an oath. Sign: C ' L Print: RONNI BLANK ANK =(407� My Commission Expires: ON # EE000673 tober 01, 2014rySerwce.com APPROVED BY Plans Examiner I Structural Review (Revised3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: RONNI BLANK My Commission N Mt ANK _ x 01, 2014 �k�Rd�sk��k'kakslaaa�Rskak� +/Q�$kskNa'k� r e Zoning Clerk Prepared by and return to: Eric P. Stein, P.A. 1820 Northeast 163rd Street Suite 100 North Miami Beach, FL 33162 786 -248 -1000 File Number: 13 -RE -1114 Folio Number: 11- 3101 - 024 -0320 (Space Above This Line For Recording Datal arranty Deed -11511111411.1111111 111111111 IIIHI IIIII q RE'C D:-r 09 z � ;-�-° E-(�'iWIY f�L }� IN, yCLERK OF COURT MAMI--DADE COU,4Tt r FLORIM This Warranty Deed made this day of August, 2013 between Gerald Lapinsky, a married man, 11212 SW 10 Terrrace, Micanopy, FL 32667, Stephanie Lapinsky, a single woman, 14650 SW 16 Street, Davie, FL 33325, and Charna Lapinsky, a single woman, 14650 SW 16 Street, Davie; FL 33325, whose post office addresses are respectively, and B &L Realty Holdings, LLC, a Florida limited liability company, whose post office address is 3900 NW 2nd Avenue, Miami, FL 33127, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO /100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lot 15 and East %, of Lot 14, Block 5, Bonmar Park, according to the Plat thereof, as recorded in Plat Book 17, Page 11, Public Records of Miami -Dade County, Florida. This is not now nor has it ever been the Homestead of the grantors; As said term is defined in the Constitution of the State of Florida, nor is it contiguous to homestead property - grantors currently reside at: Gerald Lapinsky: 11212 SW 10 Terrace, Micanopy, FL 32667 Stephanie Lapinsky: 14650 SW 16 Street, Davie, FL 33325 Charna Lapinsky: 14650 SW 16 Street, Davie, FL 33325 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2013. This section has been intentionally left blank, signature/notary page to follow. Warranty Deed - Page I of 3 File Number: 13 -RE -1114 131a _ j T:v.• In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signe ed]ai delivered in our presence: Wi sess Name: � �� 9 ,✓ Lola erald L �` 1 % �° e.� Witness Name: janag a State of Florida County of Miami -Dade The foregoing instrument was acknowledged before me this 26th day of August, 2013 by Gerald Lapinsky , who L] is each personally known or Chas each produced Vt, ee°j Le° i V_ as identification. - -- I z [Notary Seal] N p�' BONREMADOW •7: `N wAiWGgY1{HE11 �EXPFM,. Mamh 18 7018 •fiP.. aww TWU Neby Pam Warranty Deed - Page 2 of 3 File Number: 13 -RE -1114 r Notary Pob1'c Printed Name: My Commission Expires: State of Florida County of Miami-Dade The foregoing instrument was acknowledged before me ff, who r I is each personally known or [N has each produced BONNE MADOW MY 0 # EE 173451 [Notary Seal] EXPIRES.,, March 19, 2016 Wded TWU NOMY Pdft UW&VdM Wi ess Name: C R B K 2 8',13 0 2 1 C...AST PAGTE Notary Printed of August, 2013 by Stephanie Lapinsky , ® . as identification. Expires: Q_ State of Florida County of Miami-Dade The foregoing instrument was acknowledged before me isLaylof August, 2013 by Chama Lapinsky, who [j is each personally known or N has each produced OIL d 1z - as identification. [Notary Seal] Warranty Deed - Page 3 of 3 File Number: 13 -RE -1114 BONNEMAWIN IWY 17MI EXPIRES: March 19, 2016 ftk Undooft Notary Printed My Commission Expires: ATE: Cwt leTime® Cwt leTime® Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ei/v *,/ 13 Permit No: 40 3— q-,z 34 Structural Critique Sheet in S4tD,.J SPLE �J©A -4t:r- OF c4c-O Page 1 of 1 -1)-C>0 P. /li I0i r>zLJ Ate►' (PA>1 i -r 9 I\J o.Qra +ff t ' � �� to r-f p ®ti's W LS STOPPED REVIEW 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. Mehdi Asraf Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 PerZ : �C13— 34 Structural Critique Sheet { ti1 Cl-LE VcA *- C-F E A C-H '-Doo ,ice Lj NS`T i I o- A"jC 44 l..t S 4f -r l/M-+' o u5, C.o r( Po r� C7�1S '`t G o -rD Use STOPPED REVIEW 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 r6- submittal drawings. 1 Mehdi Asraf t r GEP O 9 2013 71I ss rr' NtS a Yaa , 95at St `;NE 95M Sc _ NW 95th Si 14s3my MM h$ts,e . 2 .r, D Nw Nvvq'wSt E n NN M,Y 9:ra S F {tf ±rj ; 93niC a A tirY �dSt 3 LOCATION MAP SCALE: MS B &L REALTY HOLDINGS, LLC PROPERTY LOCATED AT: 125 NW 95 ST. MIAMI SHORES, FLORIDA 33150 INDEX OF ARCHITECTURAL DRAWINGS SHEET DRAWING TITLE COVER SHEET A -1.1 SYMBOLS & ABBREVIATIONS A -2.1 EXISTING FLOOR PLAN A -3.1 ENLARGE FLOOR PLANS A -4.1 WINDOW & DOOR SCHEDULES - DETAILS A -5.1 8700 IMPACT ROLLING WINDOW - PRODUCT APPROVAL 7 PERMIT ##: MIAMI SHORES VILLAGE APPROVED By ZONING STRUCTURAL ELECTRICAL PLUMBING MECHANICAL BLDG. ,DATE 'Y-J-110 lz- �I?JtIO T 10 GM01ANCE WITH ALL FEDERAL STATE AND MUNN RULES AND REGULATIOri V IS J g no .ti O W W O N B&L REALTY HOLDINGS, LLC y "g RESIDENCE LOCATED AT: _Ja 125 NW 95 ST. �a MIAMI SHORES, FLORIDA 33150 N� SYMBOLS &ABBREVIATIONS � �� 1 FIELD VERIFICATION FOLD VERRCATKNtl TNM DRAW IT 0M BJCORPORATEBUILDM WORN03ION COMPILED FROM VARIOUS SOURCM ASSOCW®WRNTNBPRO= AND DEEMED AS RELUIBLE. CONDRIOMDIRECILYAFI EMMTI¢ PRODUCT OR RS WALLATION MUST BEI BDYIW BYniE CONTRACTOR OR A CONTRACTOR APPOStREDREPMEWATUEPRIOR SIDD010. FAMILY ROOM 1 A o 11 r� DINING ROOM X S-1-i- la �.- t- 4-G•I�'+ a KITCHEN i cab �► ��� �� ►-� C. ce- I 2 I I s� 12 LIVING ROOM GARAGE LOW WALL FRONT PORCH 9 WAY 3 A3.1 I 1 PLAN KEYED NOS: OEXISITNGWMDOWTOREMM O NEW W- O W- - EXISTING FLOOR PLAN SCALE: 1 /a =1'-0' lllllll � 1111111 J z Q � O D tY W 0 U J i t; w U0s LU 06 hnS h cc C, 0 w 4 ti a DRAWN BrJB OM13 DWG. A -23 3 l � 3 ! NCvv h 0®� LOW WALL FIELD VERIFICATION PLAPIKEI'�N01B: MQWRMTaN: O TxxmrrNGwWroowroRaeABv TI4•.'SE0RAW0=IfCORPORATEWWh GffOW ION COMMW FROM VAR>DUSSOURCES PSSOCWM VMnBSPRO.W NEW WRCOW ANO MMED AS RUMS. CONDROJNSDlR MYAfiTMOTM O PRODUCT OR ITS WATAVAMON MUST BE TRD VEMMBYTHE CONTRACTOR OR ACONTRACTOR APPOMEDR@RBMAVAPROR wW100W NUMB(3i BIDDWG. O 14 13 � or 4> 4 /Ir o^ , Act _ 12 2 �tctc.•e is 1 o cam -x—J 13 �A ¢L�3�59 -RZ FAMILY ROOM tt 2 10 9 8 <2 > 2 2 ' '-2P 1C. c e- V\,,.,--, GA CAW � � (a f— °p o' n5 VV1' L_C�wSC�� r^1r�rQC�1C�" loo 2 7 DINING ROOM I A3t 2 i-- 1 t VV e -r--A KITCHEN I I ^JAASTER I MASTER �JCj -3- 12'"1 r THR BEDROOM JSTORAGE CL s a 7 2 rt ATHROO LIVING ROOM ( O #2. I O 2 2 O5 1 CL GARAGE t BEDROOM #1 a BEDROOM #2 FRONT PORCH WAY CL EXISTING FLOOR PUN SCALE: 1/9° =1 *4r lllllll i 1111111 J J Z � 4 O p � _ o W Lu 0 = h —1 aZI od W In s co cG - I 0 O ti � tt Q 1i W DRAWNBY.J.& 08.5.13 DWG. N0. A -2.1 3 ENLARGED KITCHEN FLOOR PLAN SCALE: 114• °1'4' FIELD VERIFICATION THESE DRAWR -= RiCORPORATEBUBOBd WOWWM COMPMM FROM VARI W$MRCES AS aG WHT1 NOJEC.7 AND DEEM® AS RE.MBLE. C0110=4 L0dMYAFiECf@l M PRODUCT OR BS MALLAT*N MUSE BEF®.D VEIEWBYTHE CONTRACTOR ORA CONTRACTOR APPOPAE MOMATNEPRIOR RODMD. O00Wl t � NEW wl=w T NUMBS¢ ENLARGED KITCHEN FLOOR PLAN SCALE: 114• °1'4' FIELD VERIFICATION THESE DRAWR -= RiCORPORATEBUBOBd WOWWM COMPMM FROM VARI W$MRCES AS aG WHT1 NOJEC.7 AND DEEM® AS RE.MBLE. C0110=4 L0dMYAFiECf@l M PRODUCT OR BS MALLAT*N MUSE BEF®.D VEIEWBYTHE CONTRACTOR ORA CONTRACTOR APPOPAE MOMATNEPRIOR RODMD. O00Wl O WMDOW TO R04M 0 NEW wl=w OW- NUMBS¢ ® DOOR NUMBER j-G�-- �G — e--ejg=- 1c" c.-e_- -ti 1-c x,.,; -1-4- 2 ENLARGED MASTER BATHROOM FLOOR PLAN ��y v 1�� c e 1 c, -,n SCALE: OWROLS HEAD 3 ENLARGED BATHROOM #IFLOOR PLAN J CA e, t- � SCALE: 114' =1'4Y — rip \c.(�� . -e.1,✓ 1 1-'1 • i� pv ' 1111111 � 1111111 M23 rX d9iL41 38Y.J9 owl'. N0. A -3.1 4 r� V Z � N �a On O cI �a J J W a 6JL W y� W a z:* * m rx -:2 W rX d9iL41 38Y.J9 owl'. N0. A -3.1 4 I f FROM PORCH ADD SMOKE/CARBON MONOXIDE DETECTORS. ANY AND ALL CLOTH AND RUBBER INSULATED CONDUCTORS TO BE REPLACED. WAY CL FIELD VERIFICATION KANaMNOTM ' tAsm2waa u cw"w. 1 ao» +•,, m..vw.e�emueen wssoawinwm Uavmau ^ M.' -mew - wrm DEHtNNYflWICCO .�CNmBC1L•wRSGNOT�O VeWfLCfOYIRNW �wQJe1Y1�6./pOV4$i@)lYliP m 7 T ' O Mme.. .•. ��.� w I, II X'.. I EDR OM #2 FROM PORCH ADD SMOKE/CARBON MONOXIDE DETECTORS. ANY AND ALL CLOTH AND RUBBER INSULATED CONDUCTORS TO BE REPLACED. WAY CL FIELD VERIFICATION KANaMNOTM ' tAsm2waa u cw"w. 1 ao» +•,, m..vw.e�emueen wssoawinwm Uavmau ^ M.' -mew - wrm DEHtNNYflWICCO .�CNmBC1L•wRSGNOT�O VeWfLCfOYIRNW �wQJe1Y1�6./pOV4$i@)lYliP CgM0AQ0R0. w L6VRACR)lNift'IRDG�uI 4y0 iq�q BICMti. O s 2 i^ p� d c.� Lam ►� °''� S M "OOM IfM"&' E ON 20 AMP CKT AND G.F.I PROTECTED NO POINT ALONG COUNTER TO BE MORE-THAN 2 FEET FRONT G.E I PROTECTED RECEPTACLE. PUT D/W RECEPTACLE UNDER SINK. ALL FIXED APPLIANCES ON DEDICATED CKTS. F, L- e- c.-r -%- , c,-,\ L EXISTING FLOOR PLAN „V-,W 8 Z O< e s a 4 A, rs A -2.1 3 I . A I r r 1 WINDOW SCHEDULE FIELD VERIFICATION FIELD VERMATION : THESES DRAWMOS INCORPORATE BUBTkNCr, P60RAWION COMPILED FROM VARIOUS SOURCES ASSOCIAIEDWBHTHEPRORLT AND DEEMED AS RELIABLE CONDITIONS DIR19MYAFFECfW6TIM PRODUCT OR ITS ITJ,4TALLATION MUST BEPBDVBYTHE CONTRACTOR OR ACONTRACTOR APPOINTEDREPRESEnQATNEPRIOR Bloom. 2 DOOR SCHEDULE PLAN KEYED NOTE& 3/8 =ANN. LAMINATED GL i 10 X 1 314' S.M.S. ONEW WIDOW 1 I X MIN. WOOD EMBED SEE ELEVATION FOR FASTENER SPACING its j BEDDING COMPOUND .PT. WOOD BUCKS At -'1 oc r; •' '+° SEE ELEVATION FOR ti FASTENER SPACING--, ta-•l >C l al, as ri 8 r NOTES: WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 1 LOADS TO THE STRUCTURE. r C92 ANCHOR DESCRIBED IN THIS LAYOUT ARE AS PER TEST UNIT. OTHER CONDITIONS I r a? TO BE ENGINEERED SEPARATELY. Zr 2 DOOR SCHEDULE PLAN KEYED NOTE& ODCISITNOWINDOWTORMAIN ONEW WIDOW O-NUMBER CLEAR SILICONE ADHESIVE BEDDING COMPOUND .PT. WOOD BUCKS 3/16'X 1 3 /rTAPCONS 111,CMIN. WOOD EMBED . SEE ELEVATION FOR ^ f FASTENER SPACING--, EXTERIOR GRADE PERIMETER CAULKING - o WINDOW FRAME WIDTH 3116' X 1 3/4 TAPCONS 1 114' MIN. WOOD EMBED SEE ELEVATION FOR FAST04ER SPACING . �+ W� `Jr r •'4' A EXTERIOR GRADE PERIMETER CAULKING 0 FL.�@�triiz EXTERIOR GRADE PERIMETER CAULKIN( 3116' X 1 1 IAC MIN. WOOD EMBED SEE ELEVATION FOR FASTENER SPACING IMPACT RESISTANT IPindow WOOD BUCKS LAMINATED GLASS GAP ID CDOf�. VA Nit, 0w 4-e, i e;N t.A I�, iT ' 1111111 � 111111 J J V M Z (� � a o O° o 2 U o W J J � W UOx Lu 06 g y.J 0 LOLI U O Q comu..n DDRAAW N SY. AE A -41 FC N H �3 .P D 7? m qn. ! . I' A t li %.�ww I in A z G7 CA) n m '0 Q D y y, fit, w4 B &L REALTY HOLDINGS, LLC RESIDENCE LOCATED AT: 125 NW 95 ST. MIAMI SHORES, FLORIDA 33150 ° It _ Is 13 14 O►g 8700 IMPACT ROLLING WINDOW -PRODUCT APPROVAL saueNrts Is __►s T�s Y � I I i I m qn. ! . I' A t li %.�ww I in A z G7 CA) n m '0 Q D y y, fit, w4 B &L REALTY HOLDINGS, LLC RESIDENCE LOCATED AT: 125 NW 95 ST. MIAMI SHORES, FLORIDA 33150 ° It _ Is 13 14 O►g 8700 IMPACT ROLLING WINDOW -PRODUCT APPROVAL saueNrts Is __►s T�s q , r �± RAMMS ENGINEERING, INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P. E. FI # 11955 / 0006024 ASCE 7 -10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4 &5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, Tri utary Ara in Square Feet 10 20 30 40 50 60 1.00 0.95 0.92 0.89 ; 0.88 0.86 15 �'.40.4 � 38.5 37.5 36.7 11 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41:1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 1 48.1 1 47.1 -56.2 46.4 45.7 60 53.7" 51.2 1 49.8 1 48.8 -58.2 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2. Height Maximum Effective Wind Aree or, Trii utary Area in Square Feet- 10 20 30 40 50 60 -1.10 -1.05 - 1.02 -0.99 -0.98 -1.13 15 -43.8 - 42.0 - 40.9 -40.2 -39.6 -39.1 20 - 46.4 - 44.4. - 43.3 - 42.5 - 41.9 -41.4 25 -48.4 - 46.4 - 45.2 - 44.4 1 - 43.8 -43.2 30 -50.5 -48.4 -47.2 - 46.3 - 45.6 -45.1 40 -53.6 -51.4 -50.1 - 49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5•- Walls) Negative Pressures Ex sere C For the 175 mph Wind zone CATEGORY 2 Height Maximum Effective Wind Area or, Td utary Ara in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 1 5 _ -54.1 -50.4 -48.3 - 46.8 - 45.6 -44.7 20 -57.2 -- -53.4 -51.1 -49.5 - 48.3 -47.3 25 -59.8 -55.8 -53.4 751.7 1 -50.4 -49.4 30. -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54. .50 -69.3 -64.7 1 -61.9 -60.0 -58.5 -5 . 60 -71.9 -67.0 764.2 -62.2 -60.6 Length of End Zone (a): 10% of least horizontal dimension or but not less than 4% of least horizontal dimension or 3 ft. (h = NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE T, h, whicheve er, can roof hei n fe ). I :EN FOR FLAT ROOFS. Florida Building Code Online r r Busines BCiS Home ! Log In i U �i'O j croft eSSi Regulation Pubik Product Aooroval Menu FL # NINEh Application Type Code Version Application Status Comments Archived Approval User > Product or Aoolkatbn Search > Aoolkatlon Ust > AppllcaHon Detail FL8959 -R2 Revision 2010 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission If necessary. Product Manufacturer Address /Phone/Email Authorized Signature Technical Representative Address /Phone/Email Quality Assurance Representative Address /Phone/Emall Category Subcategory Compliance Method Masonite International 1955 Powls Road West Chicago, IL 60185 (615) 441 -4258 sschreiber@masonite.com Steve Schreiber sschrelber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgtffHjomu3L8Yf... 9/19/2012 Florida Building Code Online Date Submitted 03/04/2012 Date Validated 03/11/2012 Date Pending FBC Approval Date Approved 03/14/2012 Page 2 of 3 Summary of Products FL * Model, Number or Name Description 8959.1 Metal -edge Steel Side - hinged 6' -8" Impact Glazed I/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 R2 C CAC NI008080.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +50.5/ -55.0 Installation Instructions Other. Evaluated for use in locations adhering to the FL8959 R2 II FL0174.pdf Florida Building Code including the High Velocity Verified By: National Accreditation &Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12' -0" x 6' -8" max nominal size. FL8959 R2 AE 502A.odf When large missile impact resistance Is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See detail DWG- MA- FL0174 -07 for additional Information. 8959.2 Metal -edge Steel Side - Hinged 6' -8" Impact Glazed O/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 R2 C CAC NI008080 01 PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +55.0/ -50.5 Installation Instructions Other. Evaluated for use in locations adhering to the FL8959 R2 II FL0174.pdf Florida Building Code Including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12' -0" x 6' -8" max nominal size. FL8959 R2 AE 502A.Ddf When large missile Impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See detail DWG- MA- FLO174 -07 for additional Information. 8959.3 Metal -edge Steel Side- Hinged 8' -0" Impact Glazed I/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 R2 C CAC NI008080 02 PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +47.0/ -50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 R2 II FL0176 Ddf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed th e Evaluation Reports design pressures listed. 12' -0" x 8' -0" max nominal size. FL8959 R2 AE 501A.Ddf When large missile Impact resistance Is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See detail DWG- MA- FLO176 -08 for additional information. 8959.4 Metal -edge Steel Side - Hinged 8' -0" Impact Glazed O/S Single or Double Door w/ or w/o Door Unit Sldelites Limits of Use Certlficatlon Agency Certificate Approved for use In HVHZ: Yes FL8959 R2 C CAC NI008080 02 PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +50.0/ -50.0 Installation Instructions Other. Evaluated for use in locations adhering to the FL8959 R2 II FL0176.Ddf orida Building Code including the High Velocity National Accreditation & Management V= urricane Zone, and where pressure requirements as Institute, 'By: etermined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: uildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12' -0" x 8' -0" max nominal size. FL8959 R2 AE 501A.Ddf When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See detail for additional Information. http: llwww.floridabuilding.org/pr /pr app dtl. aspx? param= wGEVXQwtDgtffHjomu3L8Yf... 9/19/2012 Florida Building Cade Online Back Next Page 3 of 3 The State of Florida is an AA/EEO employer. Copyright 2007 -2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund 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 email address H they have one. The emails provided may be used for official communication with the licensee. However am all addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine H you are a licensee under Chapter 45S, F.S., please dick here . Product Approval Accepts: REMINE http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgtffHjomu3L8Yf... 9/19/2012 EL-A STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIR "Dedicated to making Florida a betterplace to cell home" DES SUM TW ODCUS L. CORD e 0 1.A11 O , : Re;-. Damon of Prodwt CamViiW= for the High V10cit}f Huaic m Zone and Other &=Ac " €OA's" 2686 SHUIMARD OAK BOULEVARD TALLAHASSEE, FLORIDA 32385 -2108 Phone:. 850.488.848618ancoin 278.8400 FAX: 850.921.078118ancom 291.0781 Internet address: httn:11www.d*ft. tnte. fLus CWICALBUTEC'OMMMMMOMM 00MAR1At"PL4 U 9WEROOM HOUAlsi &ODSAiUppTYOEMAP'MENT SENATOR MICHAEL & "MIKE" SENNETT 21st Disbw Chairman Raul Rodriguez Dot of Community Affairs Building Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 THE FLORIDA SENATE Tabbasses, Florida 32399 -1100 October 26, 2006 cow Cormy AtTahss Chafr >71dors Chain Raul Rodriguez: It has come to my atteation that certain jurisdictions are not accepting state approved products unless those products also have a Dade County Notice of Acceptance (NOA), even though the state- approved products are being used consistent with their approvals. & you know, the law clearly states that a product bearing a Florida product approval does not require auy further documentation for use Of Mdila 8DeCfflCalIV- tha law-afnftw in a SSa RAIVIl A fA�. (3) Products or methods or systems of construction that require approval under s. , that have standardized testing or comparative or rational analysis methods established by the code, and that are certified by an approved product evaluation entity, testing laboratory, or cerHficatlon agency as complying with the standards specified by the code shall be approved for statewide . use. (4) Products or methods or system of construction requiring approval under s. must be approved by one of the methods established In subsection (5) before their use In construction in this slate. Products may be approved by lire commission for statewide use. Jurisdictions such as Parldand and Coral Springs as well as others in the Palm Beach, Broward and Dade County area still believe that an NOA Is required for all products Requiring. an NOA Is counter to the entire state product approval system and basically negates the exorbitant time and money spent by manufacturers to get their products tested, approved and validated for use within our state. There is a detrimental economic Impact to manufacturers when products are delayed in getting to market: REPLY TO: Q wit bvwd Pmfessww Park Suflo 90, 3653 Cortez Road weak Bradm bM Florida 34210 (941) 727 -6349 D 216 Serrate Office Buftd nM 444 South fdoruoe Streak TaUeNwee, Ronda 32394 -1100(850) 487.5078 - Senate'swebsib. vwvwraefrategav TOM I EE CHARLIE CLARY President of the Senate President Pro Tempore 4 � ♦ ` October 26, 2D06 Page 2 I am requesting the department and the Florida Building Commission develop a memorandum that highlights the requirements specified in the law and that clearly Indicates that a separate Dade County NOA Is NOT required for stat"pproved products. I also recommend that this memorandum be distributed to all local building officials and posted on the BOAF webslte. I look forward to worldng with you towards a solution to this problem. Sincerely, Michael S. °Mike Bennett CM Secretary Thaddeus Cohen Tom Yeatman, Staff Director, Community Affairs NOTICE OF PRODUCT CERTIFICATION Company-, K"Onite International Corporation Certification No., N1008080.01 1955 fowls Road Certification Date: 06/0=007 West- Chicago� IL 60185 Expiration Date: 05/31/2015 Revision Date: 12/09/2011, Product.-, NOW-Edge Steel Impact Glazed Iftswing or Outsv.ving Door w/ and w/o Im pact Rated Sidelites (W/Wood. Frame unless noted) as Tested To ASTM E330/TAS zoII202/203 1W Impact Rating Large Missile tin ' pact Rated The "Notice of Product Certification."Is only valid If the NAMICertiftegti Labe n - - _ 1. 0 has been Applied to the product as described. within thisAocument. The certification label represents product conformity W the Applicable specification and that all certifitatift criteria has been satisfied. This product has been approved for listing. within NAMI'sCertified Product Listing at www.N&mieer##mti6%eom. NAM's Certification Program Is accredited . The American National -Standards Institute (ANSI). 4y Configuration Inswing, Glazed Drawing Number & Degigj) Wa� Yes s or or- Maximum Pressure Pressure: -yes Ou tsw1u, ORNme . Size Yes X Maximum Panel Size: 3*0" x. 6'8" 55,0 2,86-psf Single Mmamm Panel Sin-, 3'0" X, 68" Artchorbetails-MA-FL0174-07 Door-Yes X Single ON Glazed. JV., x 68" +55,0/ 50-5 &0. psf. NCTL-ZI0.3431-1 Sfdolite�-Yes Maximum Panel Size: 3'0"x Wr iAnchor -p� �11S�MA-�FLQ,174.0.7 Door-Yes amppp XX I/S Glazed 6"0" x 6'8" NQ71--21N3431-1 2,." psf Double b6om-Yes NCrL-210-3431-1 .Siddritos-Yos Maxinnan PAW Size.­110"xVS" Anchor Deteils-MA-FL0174-07 O/S Glazed. 6!0"x.61811 + 5.01-50.5 6.0. psf Double. 8.25 psf,* XO/OX US Qlazod]Door Co" IX. 6W18 +50.5145;,o 2160f; Single, w/Sidelite Glued Sidelite XO/OX 018 X. X +S_S.-0F4_'0;5 Ko psf. Single w/Siderites Glazed Sidelite .... ... ... ­ ........ . ...... .. 8.2s. psP* OX0 Single W814011tes G.lazWibio--or--:9:-10"-x6!-811 +50-5t-�550 �28.6 �pgf Glazed Sidelftes OX0 0/9 Glued 5wr— rOlf X 6,8" +55,01-50,.5 6 Single wl-Sidelites — Glazed Sidefts 8.25 psf- OXX0 I/S 151azedbom '.§ide4tes x Double: w/Sidelites Glazed :Ouo: = Glazed Doors CO . Psf Double: wiSidelft Glazed Sidelites 8.25 psfs` MIS8116, Test:1keport Number Impact Drawing Number & Comments Yes s NCTL-2-10-3431 -1 Maximum Panel Size,:3'0" x 6*8" Anchor Details-MA-171.0174-07 -yes 19M 10-3431-1 Maximum Panel Size: 3V x.61" Anchor Details-MA-FL0174-07 Yes NC11 210- 3a31 -1 Maximum Panel Size: 3*0" x. 6'8" Anchor Details-MA-FL01 74-07 Yes NCTL-210-3431-1 Mmamm Panel Sin-, 3'0" X, 68" Artchorbetails-MA-FL0174-07 Door-Yes NCrWIO-3431-1 'Sidelite-Yos Maximum Panel Size- 3'0" x.6*8" Anchor Ddas-MA-FLOJ 74-07 Door Yes NCTL-ZI0.3431-1 Sfdolite�-Yes Maximum Panel Size: 3'0"x Wr iAnchor -p� �11S�MA-�FLQ,174.0.7 Door-Yes NUFL-210-3431-1 Sidelites-Yes Maximum Panel Sim. VV x 6'8" Anchor Details-MA-FL01 74-07 Door-Yes NQ71--21N3431-1 Sidefites-Yes Maximum Panel Sim- 3'0 "x -6'8" Anchor Details-MA-FL0174-07 b6om-Yes NCrL-210-3431-1 .Siddritos-Yos Maxinnan PAW Size.­110"xVS" Anchor Deteils-MA-FL0174-07 Doors-Y,e& WrL-110-34314 Siddiftes-yes Vo Maxim ISizr V x4r AAch * S-MA-FLO174-07 =th National Accreditation & Manapment justitute, Inc./4794 : George W"hhWon Memolial 23,072 Tel: (804) 684-5124 Fax: (804) 684-5122, NAMI AUTHORIZED SIGNATURE: ::Rt Luis R. Lomgs P. E. 1432 Woodford Rd Manufacturer. Masonite cewlmdle, NC 27023 Report P. 502A 336 - 945-9898 Date: 12/29/09 Product: Double Door with sidelites 12'x6'8' Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG- MA- FL0120-05 DWG- MA- FLO132 -05 DWG- MA- FLO147 -06 DWG- MA- FLO162 -07 DWG -MA FLO122 -05 DWG- MA- FLO134 -05 DWG -MA FLO151 -06 DWG -MA FLO168 -07 DWG- MA- FLO124-05 DWG-MA FLO140-05 DWG-MA FLO153-06 DWG- MA- FLO170-07 DWG-MA FLO126-05 DWG-MA FLO142 -05 DWG- MA- FLO155 -06 DWG- MA- FLO172 -07 DWG- MA- FLO128-05 DWG- MA- FLO143-06 DWG- MA- FLO156 -06 DWG- MA- FLO174-07 DWG- MA- FLO130-05 DWG-MA FLO146 -06 DWG- MA- FLO160-07 DWG- MA- FLO175 -07 Anchors to be qualified: 5 Mode IV Fastener type: 3/16' ITW Topcon 1. #10 Wood screw, for installation in wood frame substrates. Substrate: 2. 3116° IT W Tapcon, for masonry Installation N/A 171 Anchor capacity In shear cond/t/on. Fastener type: #10 wood screw (NDS 2005,11.3) I Ind. (in) Side member: Douglas Fir -Larch Main member: Spruce -Pine -Fir Side member thickness: t,= 1.000 in Main member thickness: t„= L500 in Side member dowel bearing strength: Fm = 4,650 psi Main member dowel bearing strength: Fes„ = 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: F 80 ri ° ,000 psi Duration Factor: CD = 1.6 Tabulated lateral design value: Z. 107.0 Ibs Allowable Design Value. Z'= 171 p:s/anehor 5 Mode IV Fastener type: 3/16' ITW Topcon N.O.A. 07- 112610 7.7 Substrate: Hollow block N/A 171 Minimum embedment: 1.25 in OK Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 In Tabulated shear design value: Z = 112 Ibs Actual C To C spacing. 3.00 in Minimum edge distance: 2.63 in C to C spacing factor. 1.00 Tabulated shear design value: Z = 197 on Actual edge distance: 2.50 in Design value per interpolation: Z = 189 Ibs Allowable Design Value: Z'= 189 Ibs/onehor MiMmtnn anchor Capactfy: 171 Ibs/anchor Note: Anchors w/th the least capacity Is used for calculations to quality anchors wfth higher capadW. Anchor calculations. minimum reaulred anchors Double. Pressure against stops wffh bump threshold: 36.38 A 36.38 t Design pressure: 60.0 psf Al Al A2 79.25 Y 79.25 Al Al 72.75 1 of 4 VA2 Area (f t� Load �bs) I Ind. (in) MGX' O.C. Qn) Anchor Result C41). abs) Qty Load LOW 2.3 138 WA N/A 171 1 138 OK 7.7 4 63 6.00 21.00 171 5 93 OK A3 7.7 463 N/A N/A 171 3 154 OK Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Luis R. Lowas P. E 1432 woodAwdRd. Manufacturer. Masonite LeWSWe, NC 27023 Report* 502A 336 -94e -9695 Date: 12129/09 Double. Pressure away from stops: 36.38 36.38 t t t Design pressure: 60.0 psf AlL l I Al 79.25 72.75 Double. Pressure a g_Wnst stone with saddle threshold: 36.38 36.38 Al Al �Y YA2 79.25 Design pressure: 60.0 esf zone Area Load Ind. Max. Andes Result Cap. Obs) G}ty Load Zone (ft2) Obs) On) *6 Result 1 138 OK A2 8.9 0 6.00 21.00 171 AI 10.0 601 6.00 21.00 171 5 120 OK A2 10.0 601 WA WA 171 4 150 OK Design pressure: 60.0 esf zone Area (ft� Load Obs) Ind. On) �' O.C. On) Anchor Result Cap. Obs) ' Load Obs) Al 2.3 138 WA WA 171 1 138 OK A2 8.9 532 6.00 21.00 171 5 106 OK A3 7.7 463 WA WA 171 3 154 OK A4 10.0 601 WA WA 171 4 150 OK 72.75 Double with stdelites. pressure agairwt stops with bump threshold: 37.50 36.38 36.38 37.50 Ind, ON Max O.ON 0%) Anchor Result Obs) Qty Load Obs) Y_ Y_ Y_ WA �Y 171 1 146 79.25 Al A4 At Al i 171 147.75 Double with sidelites. Pressure away from stops: 37.50 36.38 36.38 37.50 A2Y qAl 1 1Y Ind, ON Max O.ON 0%) Anchor Result Obs) Qty Load Obs) Al Al 79.25 Dosion nroccim¢: AA n ncf Zone Area (ft-) Load Obs) Ind, ON Max O.ON 0%) Anchor Result Obs) Qty Load Obs) Al 2.4 146 WA WA 171 1 146 OK AZ 7.9 473 6.00 21.00 171 5 95 OK A3 1 7.8 1 468 1 WA I WA 171 3 156 1 OK A4 2.3 1 138 WA WA 171 1 138 OK Ag 7.7 463 WA WA 171 3 154 EOK Design pr¢ssur¢: Ann nef Zone Area (ft=) Lood Obs) Ind. On) I M". O.C. On) Auxhor Result Cap. Obs) Qty Load Obs) Al 2.4 146 WA WA 171 1 146 1 OK AZ 1 7.9 473 6.00 21.00 171 5 95 OK A3 8.9 537 WA WA 171 4 134 OK A4 10.0 601 WA WA 171 4 150 OK 147.75 Double with sidelttes. Pressure aciainst stops with saddle threshold: 37.50 36.38 36.38 37.50 2 of 4 Desion oro_m", An n nef Pone Area (f t-) � Al] Max. M) Result � B Load AI 2.4 A2Y3Y I N/A WA I 1 79.25 Al A2 7.9 Al 6.00 21.00 171 5 147.75 2 of 4 Desion oro_m", An n nef Pone Area (f t-) Load Obs) Ind. On) Max. M) Result � �, Load AI 2.4 146 N/A WA 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 WA WA 171 3 156 OK A4 8.9 537 WA WA 171 4 134 OK As 2.3 138 WA WA 171 1 138 OK & 7.7 463 WA WA 171 3 154 OK A. 10.0 601 1 WA WA 171 4 150 OK Luis R. Lomas P.E. FL No.: 62514 1/7/2010 3of4 WS R, Lomas P. E. 1432 woodrord Rd. Manufacturer. Masonite LewkW16, NC 27023 Report* 502A 336- 945-9695 Date: 12129/09 Anchor Locations: Double door with sidelites I ai e g $ f m r iT— f f i g $� d- m Note: Anchor locations Indicated in this document are the minimum required for the described product exposed at the design pressure Indicated herein. Luis R. Lomas P.E. FL No.. 62514 1/7/2010 4 of 4 Lu /s R. Lomqs P. E. 1432 Woodford Rd Manufacturer. Masonite Lew SM9, NC 27023 Report* 502A 336- 945 -9695 Date: 12/29/09 Anchor Locations: Double door - 36.38 36.38 6.00 TYP. L 1 8.00 T- 13.45 MAX. O.C. 1 79.25 i 6.00 1 6.00 TYP. 18.19 TYP. 3.00 TYP. y f Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. Luis R. Lomas P.E. FL No.: 62514 117/2010 METAL -EDGE STEEL DOOR UNIT 6-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES I. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RFStn T SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM D2843 13.4% TENSILE STRENGTH* ASTM D638 7.50% DIFF " COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT WITH SIDELITE 00 co SINGLE DOOR UNIT WITH SIDELITE 149' MAX. OVERALL. FRAME WIDTH 21 " MAX 36.375" MAX. rID.L.O. PANEL WIDTH 37.5" MAX. I W /ASTRAGAL FRAME WIDTH DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT WISIDELlJES 0 N h Q DOUBLE DOOR UNIT W /SIDELITES - reign uam Inresnora uesign A:�- i 6609 KURT BALTHAZOR FLORIDA P. E. #56533 CL O � U � C� o�� V) Z Z CJ Fw- c) U z --- V LU LLJ .10 Rio �'p Zc Iw o 0 o DATE: 6/1/07 SCALE: N.T.S. DWG. BY: SWS CHK. 8Y: DRAWING NO.: OWG- MA- FLO174 -07 OF 3 DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING* X 37.5 +50.5 -55.0 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 XX 74 +50.5 -55.0 +55.0 -50.5 +19.0-/--19.0 +40.0 -40.0 +55.0 -50.5 OX or XO 75 +50.5 -55.0 +55.0 ' -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 OXO - 12:5 _ I +5U.5 - - 55.0 +55.0 4 -50.5' +19.0 4 -19.0 +40.0 Z -40.0 +55.0 -50-5 OXXO 149 +50.5 -55.0 +55.0 -50:5 1 +19.0 -19.0 +4Q.0 -40.0 +55.0 Z -50.5 - reign uam Inresnora uesign A:�- i 6609 KURT BALTHAZOR FLORIDA P. E. #56533 CL O � U � C� o�� V) Z Z CJ Fw- c) U z --- V LU LLJ .10 Rio �'p Zc Iw o 0 o DATE: 6/1/07 SCALE: N.T.S. DWG. BY: SWS CHK. 8Y: DRAWING NO.: OWG- MA- FLO174 -07 OF 3 t 3"— SEE DETAIL "^" DETAIL "D" 3" I I .." 3" occ "E" � 3J1 w 3 " 1 3" 3 " 3 i I 6" 6" 6" 1 3" c° °w a Q D d B Nw Lu 0 6" `t 6" ifl 6" rr 3" 3" 3" 3" 3" 6" 6" #10x5 /8" x 2 -1/2" #10 x 2 -112 x 2 -1/2" #10 x 5/8" #10 x 2 -1/2 ' F ' MI:.1I'U I.. "F" DETAIL "C" #10 x 1/2" 110 x 1/2" 6 0 SEE DETAIL 07 "D" J w w x 0 2 r Nt t G�— #8 x 2 -1 12" E5 b, DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0.124" ANNEALED--_ 0.090" SAFLEX 1110 (NOA 09- 0127.13) 0.124" ANNEALED 0.962"1 1.375" 1.75" 1.047" T t i INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD is 0 n1.0i, d- iA t6 6" EE DETAIL V" 6" 11 ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT Z--j- (OPTIONAL) �+— .0124" TEMP. DOW 832 °e4 DOW 832 OR EQUAL OR EQUAL Oe •� Ape i EXTERIOR INTERIOR TYPICAL GLAZING DETAIL IMPACT RATED GLASS 0 L0 c tU cc� J z�0 O C �U O 0) y g a s . I� M co 0 DATE 611107 SCAB: N.T.S. M. sY: SUNS CHK. 8Y: DRAWING NO.: DWG- MA- FLO174 -07 sHEEr 2 of 3 . 0 . . SEE DETAIL "C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2 -1/2 ". 1MIN 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI /AF &PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1 -1/4 ". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER. LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. V if SEE DETAIL r "D" SHT. 2 w W D.' m - r �Wmlfl. CL -1 I-- ` MA " SHIM TYPICAL ANCHOR INSTALLATION 4- 9/16" MIN JAMB X.- 0 J� uJ to 3" -- 6- 7 scALE- 6" DWG. BY. SWS CHK. BY: 6" 6" I ui J w � 8 t rr rr rr rl r I Ij f3"6 6" 3" 1-3-1 6n 6" 1. IKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADBOLT TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 14 ft': cc TO 0 0 za-j LU o�- z�o c� �U 0- U' V f In (n o o a DATE 61110 7 scALE- N.T.S. DWG. BY. SWS CHK. BY: DRAWING NO.: - MA- FLO174- OF C) MM ®DY4dE 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.mlamidadegov /)era! Lawson Industries, Inc. 8501 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 duality 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 "1184700 (Flange Frame)' Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L8700 -0901, titled "HS -8700 Horizontal Rolling Flange Impact Window ", sheets I through 10 of 10, dated 05/30/09 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 # 11- 0705.10 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. NOA No. 12-0127.08 Expiration Date: April 11, 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 L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window ", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01125/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 8 specimens of an aluminum horizontal sliding window, XOX (1/4,1/2,1/4 and 1/3,1/3,1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s: HETI-10-3047, HETI -10- 3048, HETI -10 -30499 HETI- 10- 3049I9 HETI -10- 3050, HETI -10 -30511, HETI -10- 3052119 HETI -10 -3053, HETI -10 -3056, HETI -10- 3057, HETI -10 -31309 HETI -10 31319 HETI -10 -32239 HETI -10 -32249 HET -10= 3225, HETI -10 -3226 and HETI -10- -3251, dated 11/09/10,03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. and Rafael E. Droz-Seda, P.E. (Submitted under previous NOA No. 11-0705.10) 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, per FBC 24113.2. 1, TAS 202 -94 along with marked --up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -08 -2033, HETI -08 - -2034, HETI - 08 - 2035, HETI -- 08 - 2036, HETI - 08 - 2037, HETI - 08 - 20389 HETI-08-2116A and HETI-08- 2116B, dated 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09- 0706.05) Manue .Pere • Product Control E mi r NOA No. Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E -1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CX}mmED) 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) 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 diagrarn of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3097, FTL -3098 and FTL -3364, dated 12/06/01, 12/11/01 and 01/28/002, all signed and sealed by Luis Antonio Figueredo, P. E. (SubmWed under NOA Na 02- 02.05) C. CALCULATIONS: 1. Anchor verification calculations and- structural analysis, complying with FBC-201 0, prepared by manufacturer, dated 05/28/09, revised on 07/10 and updated on 01/25/12, 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. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg 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 Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16. 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. 11-0705.10, issued to Lawson Industries, Inc. for their Series "HS -8700 Flange" Aluminum Horizontal Sliding Window — L.M.I., approved on 09/08/11 and expiring on 04/11/12. Manue Perez, Product Control Exa in r NOA No. 12-01 .08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E -2 E - (Z AI \\ 0 E 9 B1 O q B 61r� p m Z E - (Z AI NOTE: ox I -4!_3 1) REFER TO SHEET 2 OF t0 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS - SECTION DETAILS "A, Al. B, & BI" REFER TO SHEET p3 3) FOR HORIZONTAL CR0N- SECTION DETAILS "C, D. & E" REFER TO SHEET 04 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A�CA1 \\ 0 E 9 B1 O q REQUIREMENTS OF THE 2010 FLORIDA BUDGING CODE INCLUDING HIGH NOTE: ox I -4!_3 1) REFER TO SHEET 2 OF t0 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS - SECTION DETAILS "A, Al. B, & BI" REFER TO SHEET p3 3) FOR HORIZONTAL CR0N- SECTION DETAILS "C, D. & E" REFER TO SHEET 04 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A�CA1 XOX -Equal Lite (113-1/3-IM NOTES: 1) REFER TO SHEET 2 OF 10 FOR HINALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS - SECTION DETAILS "A, A1, B, & B1" REFER TO SHEET @3 3) FOR HORIZONTAL CROSS - SECTION DETAILS "D. & E" REFER TO SHEET 05 4) REFER TO SHEET 0 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00- General Notes: \\ 0 E 9 69 O XOX -Equal Lite (113-1/3-IM NOTES: 1) REFER TO SHEET 2 OF 10 FOR HINALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS - SECTION DETAILS "A, A1, B, & B1" REFER TO SHEET @3 3) FOR HORIZONTAL CROSS - SECTION DETAILS "D. & E" REFER TO SHEET 05 4) REFER TO SHEET 0 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00- General Notes: tt�� 9 1.) THIS WINDOW SYSTEM 13 DESIGNED AND TESTED TO COMPLY WITH THE O q REQUIREMENTS OF THE 2010 FLORIDA BUDGING CODE INCLUDING HIGH p m Z VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300 -02. THIS PRODUCT y IS WALT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING m �^ r, RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS c � OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL, J 3,) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER t, Z z (O.C.). AND AS TABULATED ON SHEETS 6, 7, or B. i O 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND _ TO BE REVIEWED BY BUILDING 0FMCW« 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES 44 TABULATED HEREIN (SEE SHEETS g6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE ,2ti LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETTs #8, 7 or 8). z 8.) WINDOWS WITH GLASS TYPES "A. C. OR 0" INSTALLED ABOVE 30ET. C, a IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LACK DETAILS & OPTIONS. a 8.) SEE SHEET 9 FOR GLASS TYPES. "XO O 9.) SEE SPINET 6 FOR DESIGN PRESSURES ON or OX' WINDOWS. ® a 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE "XOX" WINDOWS. "XOX" YYY k o N 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LATE WINDOWS. W 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS S. 4, or 9. N XOX - Un -Equal Lite (1/4- 1/2 -1/4) 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE e O 6 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED co (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET Q3, 4 & 8 FOR DETAILS BByy Miomt aLP[oAaW & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER 24 SECTION 11.3.3.3. Z a 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) SEE SHEET @ O FOR MULLION /METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI -DADS COUNTY APPROVED WINDOWS USING A MIAMI -DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE DffiI PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED 16.) ALL METAL /STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE °g PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. I 0 �� p XOX - Un -Equal Lite (1/4- 1/2 -1/4) _ _ aaFlorl� e - Nom. 1 REFER TO SPINET 2 OF IO FOR INSTALLATION ANCHOR DETAILS AND NOTES. "A, Acceplet+oe No 17 "'• 2 FOR VERTICAL CROSS- SECTION DETAILS A1, B, & BS" REFER TO SHEET 03 3) FOR HORIZONTAL CROSS- SECTION DETAILS b, & E" REFER TO SHEET E8 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW BByy Miomt aLP[oAaW '�eh�a�����•1 APPROVED ELEVATIONS I 31' UNIT SIZE: 111" X or qc TTALLATION FASTENERS 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE TO.0 10 AT EA. FRAME BILL (14 AT FRAME SILL IF DP ABOVE 70.0) 0 AT EA. FRAME JAMB -SEE GENERAL NOTE @3 & g4. 3 85 3/8. OVERALL FRAME WIDTH 84 3/8' INTERIOR FRAME WIDTH w . O.L.O. 111' GVERALL FRAME WIDTH U-1.1 D.L.Q. '� VE 70. 110' INTERIOR FRAME VIDTH A A 1 LTorAL�,Ls 438 D) 4243 E 7 iii U.L.O. Wid a ..0. t 13 1/4' UL 22 n 13 Vs. ANCHOR NOrES. T. ,INT. F E IAL 1. SPACING AT HEAD 6 SD.I. �gpRroEE ppq�pNgpp�� / 8 TVCI AD IUD TIONAL AI�HORS REQUIRED FI a�LR E AS GPTI�L. AT MEETING RAILS FOR UNITS WITH DP ABOVE +70PSF / - 75PW (4 TOTAL) NpTEg� _ XOX" WINDOW EQUAL LITE ?:'SEE- VERTICAL CROSS- SECTICN DETAILS •A, Al. B, & 91• AT SHEET tl3 W UNIT $IZE: 111' X 83" B. SEE HORIZONTAL CROSS - SECTION DETAILS 'C, D. & E' AT SHEET 95 ISTALLATION FASTENERS IF 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP AB( �) 10 AT EA. FRAME BILL (14 AT FRAME SRI IF DP A801 8 AT EA. FRAME JAMB *SEE GENERAL NOTE f3 & @4. TEST UNIT SIZE: 74" X 83 INSTALLATION FASTENERS- (A) S AT FRAM HEAD (S AT FRAME READ IF AT FRAME SILL DA AS (S AT FRAM SU IF DP ADD (C) S AT EA. FRAME JAMB -SEE GENERAL MGM g3 & 8S u CMi o OZ. O.C. G.C. ac ANCHOR TES. �¢���� �� FFppLL$��� �� p�DpL pRE L SAME ANCFmR SPACING AT, FRC[ApO S SILL APPLIEDGV/SRICOroE �D ARE AT 0. LLLE 2. TWO NGGiDRAILS F UNITS 'T MEET AT AS OPTIONAL. ABGVE +70PSF / - 7SPSF :a TOrAU "XOX" WINDOW — UN —EQUAL LITE L SEE L SEE VERTICAL CROSS-SECTION BETA" AI •A, Al. N. & BA AT SHEET 13 6 SEE HORIZONTAL CROSS- SECTION DETAILS 'C, D. 6 E• AT SHEET 85 OC. 111' GVERALL FRAME WIDTH VE 70. 110' INTERIOR FRAME VIDTH A A 1 LTorAL�,Ls D) +FOR E S• 7 U.L.O. Wid a ..0. t 13 1/4' n 13 Vs. J3 t � I W 13 1/4• 1 E j- B1 w H - - -- __4 Iz )31/4• E 13 V4' B B 1 �' 13 1/4• Aat ANCHOR TES. �¢���� �� FFppLL$��� �� p�DpL pRE L SAME ANCFmR SPACING AT, FRC[ApO S SILL APPLIEDGV/SRICOroE �D ARE AT 0. LLLE 2. TWO NGGiDRAILS F UNITS 'T MEET AT AS OPTIONAL. ABGVE +70PSF / - 7SPSF :a TOrAU "XOX" WINDOW — UN —EQUAL LITE L SEE L SEE VERTICAL CROSS-SECTION BETA" AI •A, Al. N. & BA AT SHEET 13 6 SEE HORIZONTAL CROSS- SECTION DETAILS 'C, D. 6 E• AT SHEET 85 OC. m_ :X Q ac z d 2 O.C. z of W ANCHOR NOTE& AV�CL.E� L SAME ANOM SPACING AT HEAD & SILL EXT INT ONIAL VI E. TWO ADDITIONAL ANCHORS REQUIRED BP ABOVE +/- 70PSF (4 TOTA AT MEETING PAILS FOR UNITS WITH TOTAL) XO" WINDOW EQUAL LITE Q NOTES, ( "OX" REVERSED ) 1. SEE VERTICAL CROSS- SECTION DETAD.S •A, AL B. & BI• AT SHEET 93 e. SEE HORIZONTAL CROSS- SECTIGN DETAILS 'C, D, & E• AT SHEET 04 SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS - L.M.I. I w W, aC. D.C. PRODUCT RRVIBOD as mapIyt98 wft ft Florida Bwlftco& ff DM � 1 7 w 2 i o z � � DaC z 6 N o x O oo 66 co x 6 In U. 74. OVERALL FRAME WIDTH WE 70.0 73• INTERIOR FRAME WIDTH RTEWO ARDEDITDINAL ANN�CDFEIRRASD, FORUN ITSAT IFEOP ABOVES a 70.0► A A 1 +/- 79PSF (4 TOTAL) 1� 4 1 °• 14• i1+AL oe 7 13 1/4' n J3 t � I W 13 1/4• 1 E j- B1 w H - - -- __4 Iz )31/4• m_ :X Q ac z d 2 O.C. z of W ANCHOR NOTE& AV�CL.E� L SAME ANOM SPACING AT HEAD & SILL EXT INT ONIAL VI E. TWO ADDITIONAL ANCHORS REQUIRED BP ABOVE +/- 70PSF (4 TOTA AT MEETING PAILS FOR UNITS WITH TOTAL) XO" WINDOW EQUAL LITE Q NOTES, ( "OX" REVERSED ) 1. SEE VERTICAL CROSS- SECTION DETAD.S •A, AL B. & BI• AT SHEET 93 e. SEE HORIZONTAL CROSS- SECTIGN DETAILS 'C, D, & E• AT SHEET 04 SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS - L.M.I. I w W, aC. D.C. PRODUCT RRVIBOD as mapIyt98 wft ft Florida Bwlftco& ff DM � 1 7 w 2 i o z � � DaC z 6 N o x O oo 66 co x 6 In U. z z� Woo S N ¢Y¢ 4 4 O[ ON 1/4' TAPCON V/ 1 1/4' MIN. EMBEDMENT INTO CONC. N (SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM IIN. :.o .44 4. CLEAR SILICONE ADHESIVE BEDDING COMPOUND z4 INTERIOR 4ATED GLASS STUCCO OVER METAL LATH MAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. 2X EXT. GRADE PERIMETER -� CAULKING NOT BY •LAWSON INDUSTRIES', TO HE APPLIED BY OTHERS (TYP.) EXTERIOR Al ALTERNATE DETAIL 014 S.M.S. V/ 1 1/4' WINDOW INSTALLATION NOTES: 'a MIN. EMBEDMENT INTO WOOD 1 BE (SEE ELEVATION AT SHEET B2 FOR MAX. FASTENER SPACING) g •r•;.a � � q A APPLIED WITH SILICONE M THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO pp� SEE DP CHARTS ON m yy BY OTHERS (TYP.) $ • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8 ". SMMS ARE NOT REQUIM ANCHORS NOTE: VAN }'r.•'ri:•iF.:u:EisE {v) ANCHORS TO HE (112 SINS OR WD. SCREWS INTO WOOD, OR /escD 3 '.• a � S WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) � ,e e M1 � Q'i SS!i SHIM SPACE ' (TYP.) PRODUCTREVISDD IIN. • •' �eomplyiagwK48laP1oT1dA . NT: a :4. DdWfig(bde N° i o s 1/4' MAX. SHIM SPACE Ls (TYP.) r QN <I O a „ a INTERIOR � t x � "R I EDGE DISTANCE1 Hj OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" WINDOW INSTALLATION NOTES: 1 BE 20 CRAVE CAULK THROUGHDUTETHE RE PERIMETER DFAFLANGE SILL RISER - EIPTI13NAL BY VD4DDV INSTALLER (TYP.) APPLIED WITH SILICONE M THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS H4, K8, & B6. BY OTHERS (TYP.) $ • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8 ". SMMS ARE NOT REQUIM ANCHORS NOTE: VAN }'r.•'ri:•iF.:u:EisE {v) ANCHORS TO HE (112 SINS OR WD. SCREWS INTO WOOD, OR ::,La• 1/41 TAPCONS or, APPROVED CONC. FASTENERS INTO COW., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ,e e MAX. SHIM SPACE ' (TYP.) PRODUCTREVISDD IIN. • •' �eomplyiagwK48laP1oT1dA . NT: a :4. DdWfig(bde N° i o s e "R I EDGE DISTANCE1 Hj OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" 2X WOOD BUCKS BY OTHERS (TYP.) INTERIOR TERS NISH {5� #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 62 FOR MAX. FASTENER SPACING) 2X 1 1/4 EM D LEDGE DISTANICE EXTERIOR WALL FINISH BY OTHERS (TYP.) STUCCO OVER METAL LATH MAILED TO — EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR GC. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.> 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM E u — EXT. GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS tTYP.) LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LACKS ARE REQUIRED PER EACH VENT. TED GLASS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR EXTERIOR 0 73' MAX. — WINDOW FRAME BUCK WIDTH - 74' MAX. — WINDOW FRAME FLANGE WIDTH - "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK- BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR INCSON(RY IS LESS THAN 1/6", SMMS ARE NOT REQUIRED. ANCHORS NQT'E: ANCHORS TO BE #12 SMS OR WIL SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONE., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR COME. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT REVISED a<complylvH tYIW 160AIDTIdA BUDdIABCode AocepmttoeNO ' ExpiretionDffio �7 e y �SRig] to W 0 o .PT. WOOD BUCKS a w ~ A. 1/4' MAX. Yw 41. r s .• 3 v 7� SHIM SPACE CTYP.) ''':' b z W • vat e• a° 80. 0, 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. j y CS 8Q F S EE ELEVATION AT SHEET tl2 QR MAX. FASTENER SPACING) tX b•..e.r r O 1 1/4` MIN. EMBEDMENT r{ ►1 • e 1 /' N. ' •a ED1 S GE DISTAMINCE ti� : •' •'d', P EXT. GRADE CAULK . l+ °,•• ' e. h < Do W �j PRODUCT REVISED a<complylvH tYIW 160AIDTIdA BUDdIABCode AocepmttoeNO ' ExpiretionDffio �7 6 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET 62 FOR MAX. FASTENER SPACING) CLEAR SILICONE ADHESIVE SHIM Max. 2T 22 23 �34 BEDDING COMPOUND LAMINATED GLASS SHIM SPACE !/4' FU J 'TYP.) 33 SHIM SP ^ ^ EXTERIOR O (TYP.) EXT. GRADE CAULK FRAME BUCK WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN —EQUAL LITE WINDOW INSTALLATION NOTES: I. THE WINDOW FRAME FLANGE TO BE BACK- BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAM TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IB LESS THAN 1/8 °, SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO DE 612 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) WOOD BUCKS q Z o �PT. m m e 0 s 1/4' TAPCON W/ 1 1/4' MIN, EMBEDMENT INTO CONC. z pa a / .(SEE ELEVATION AT SHEET 62 FOR MAX. FASTENER SPACING) Q x ad 2 a �. •d 1~ 1/4- MIN. MBEDMEN ..a•. ' e a 1 1/8' MIN. j Vi D ' •. EDGE DISTANCE $1 •��:+�s°`r:: fir• z p C co I a PR0D9JCPR8V188R Bnild� �wt6� 1l� FLp19e Acceptaaoo� Ry 9 PaQuaF aE i a x N 4b t z O e+ f0 Ga er n .m. :e 0 �l 6tl��rga��p c FA a DD .9 (✓� sdpo p 7 p emaag a� c w fu y� jAeO� '0 tad Fro+ p t!o n z o N 0 c C C AN OF Ja s N. v A N V � .vP- � �fmT id �Cpp CCpp CppD .Np Ns � m O O b 0 0 0 0 per O & � rr W in o �ma Vt to dp <-1� 03 OO Co m0000 Go w co xr=o v5 S obc0ooc o f!O Zy p O D is N�VVV �000000a �t�ii�Di��O'�AAANAAQ�i 000bbbo 86tttt ewrea reps OF Ja s N. rtes arrest v A N V � .vP- � V �fmT id sNe .Np Ns � m A ;S8 8w N O & � W in W Vt v5 S p O D is N�VVV m�WpD0�0� �t�ii�Di��O'�AAANAAQ�i IDt N 4m c" LR Ot CN tl'� Rpt Ot WO+A AAA W WW W pl Wll7 AAAAA W W W WW W W W(„D OD Bu `ODmAAmmAA W WAAmmmAAW mmAAmmmAA W WmA W 3Qo� 0 Mw 81 glass *0 �boo 000000000 boo 00o0oobbo00000000 1 p� 1 9i 6i Ri P 61 �si CJt 0 p� Cil tyl s m s R a 0 m a � �j � � C7F' f37 � Ui tli � �i 8i Ut ' a �boob00000bbbboobcbo cab boo b0oo0bb il 000QOQOOOOOOOboo �i � I 000p0000p000000,, 1 p 7Z: r V0i �0' s P1 a i slaial mm i ,o�ti po6mi s tT io,�, �+ , � 0 0 00 0 oOm,tTf o oo 6600 I I oW 0,�i 0,�i o,�i o�i o,�i o,�i Q,�+ b • � oo�� �,ci����oQ ooiio, o,`olc;,`ol� oo��o c1�i�c�3� 0000 0000 0000b00oo00000o0000 l rn k VVV OCO VQO6, vV w� QO6O v VJ JJ yyVV 600 yyyyJJyyvvVV C CQ OO6 vv 006 VV QQ 90060 v VV�v1 ' c+� %C o00000b0b0oop000 00000 00000 00000 aC t';P -4 -4-4 0 0 VVV 0 0 0 0 VV 0 0 V-4114 0 0 0 0 VVV 0 0 0 V VV 0 0 VVV 0 0 VVV 0 0 0 0 VV 0 0 VVV O O O VV 0 o 't',,,,5 VV77 O O O O O O p p 0000 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 VVVV 0 0 VVV 0 0 V`JV 0 VV 0 C VV O C 0 0 V 0 -4-4 0 0 0 -41 1V 0 0 VVV 0 O O C VV 0 0 0 VV 0 0 ' o O b 0 0 0 0 0 0 0 0 0 Q O O o 0 0 0 o 0 p O 0 0 0 0 O O O • N m 000000 W W m W W CD O000,ov0occco0obocOCO 0 m m W .8 OD 00 Q] OD OD 0� W OD QD pi co m m 00 ?00 CD m + 6 90) O O o 0 0 0 0 0 0 o o O o 0 0 0 0 0 0 0 0 0 0 0 0 O o o o o 1 m 00 00 O 0 OD Wm00 00 OD W W WmCp W mm W�p pp WCDCD mm Wmm OD CD ' OOOgOO 0 0 0 O 0 O OOOO O 0 0 i 0 O p00 0 O O OpO000000{7bCOCo PP O O 0 0 0 O O O O p p p �'� W m mom 0000'a000'000000000000000000 Wm W OD OD CD W W W OD WCD CD CD mm m W W W + o I m W W W W m W W W m m W W m m W W W m W W m OD W m W W' ii 000000000�opooppocpo0000000000 O o 0 0 0 C 0 0 0 O O O C 0 0 b o 0 o b b o o o O C o 0 r.P -..I rtes arrest 8501 N W 90 ST. A Y P -� v MEDLEY. FLORIDA 33166 I IES, INC. PH No. (305) 696 -8660 MANUFACTURER OF QUALITY ALUAUNUX 07NOONS AND GLASS DOORS �p HS -8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW DESIGN WAD CHART WITH GLASS OPTIONS (XO or OX) �m 2 : 0-6- &..&V rW.6- Lem -0901 ' 6 op 10 a 80.0 r r.. 5 I I - - I Oz.0 Sz.0 I 65.0 I 75.0 65.0 75.0 1 52.0 52.0 65.0 75.0 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 1 75.0 84 48 4 8 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 52.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 11 38.375 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 0 5 7____j1 5 11 52.0 52.0 65.0 75.0 65.0 75. 5 .0 52.0 65.0 76.0 72 60 5 7 T 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 1 52.0 1 52.0 65.0 75.0 96 60 5 1 16 1 52.0 52.0 65.0 1 75.0 65.0 75.0 1 52.0 1 52.0 1 65.0 75.0 108 60 5 1 11 1 1 1 59n s9n asn 1 7sn can Ven I ann I - -- I 4-. 74 74 63 5 7 0 Uc.0 52.0 79.5 26 3 9 yob .52.0 79.5 38.375 4 9 z 52,0 79.5 50.625 4 9 52.0 79.5 58 5 9 A 52.0 79.5 63 5 9 52.0 106.25 26 3 11 527 106.25 38.375 1 4 11 52.0 106.25 50.625 1 4 11 52.0 106.25 5$ 1 5 11 52.0 106.25 63 5 11 52.0 111 26 3 11 52.0 38.375 4 11 52.0 Lill 111 50.625 4 11 52,0 111 58 5 11 52.0 11 5 11 52.5' a Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SIUCONE OPTIONS. 2•) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A, B, C. & D) 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F) AND +80.0 DP MAX. ADDITIONAL. ANCHORS REQUIRED AT FRAME HEAD & BILL. ON WINDOWS WITH DP ABOVE 70.0. (SLUT ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES A, C. OR G` INSTALLED ABOVE 30ET. IN THE HVHZ, THE I.G. EXTERIOR UTE SHALL BE TEMPERED. 75 YPI� PO SILL RISER - OPTIDNAL g I I APPLIED WITH SILICUNE 2 FUR DP ABOVE +70.0 PSF ( +80.0 DP MAX.) �m OY q y M 0 o O d O ° n co 2E§ Gi a CCC O rza yob z U} o °a h A x r� z domEw a A5ff (PS)9 - XOX WINDOWS with Equal Lite (1/3 -1/3 -113) DESIGN LOA. Iz °a FAME SIZE # Jamb Anchors # H S S Anchors Glass T pe "B° * 2 Glass Ty "C" {' WIDTH HE + pef - per + - 60 24 3 7 80.0 80.0 80.0 80.0 72 24 3 9 80.0 80.0 80.0 80.0 84 24 3 9 80.0 80.0 80.0 80.0 60 36 3 7 70.0 75.0 70.0 75.0 72 36 3 9 70.0 75.0 70.0 75.0 84 36 3 9 - - 52.0 52.0 60 48 4 7 - - 52,0 52.0 72 48 4 9 - - 52.0 52.0 84 48 4 9 - - 52.0 52.0 60 eo 5 7 - 65.0 52.0 523 72 60 5 9 - - 52.0 52.0 84 60 5 9 75.0 - 52.0 52.0 53.125 26 3 6 80.0 80.0 80.0 80.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 53.125 58 5 6 - - 52.0 52.0 53.125 63 5 6 - - 52.0 52.0 74 26 3 9 80.0 80.0 80.0 80.0 74 38.375 4 9 - - 52.0 52.0 74 50.625 4 9 - - 520 52.0 74 58 5 9 - 65.0 52.0 52.0 74 63 5 9 - - 52.0 52.0 79.5 26 3 9 80.0 80.0 80.0 80.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 79.5 50.625 4 9 - - 52.0 520 79.5 58 5 9 - - 52.0 520 79.5 63 5 9 - - 52.0 520 84 26 3 9 70.0 75.0 70.0 75.0 84 38.375 4 1 9 70.0 75.0 52.0 52.0 84 50.625 4 9 - - 52.0 52.0 84 58 5 9 - - 52.0 52.0 84 63 5 9 - - 52.0 j 52.0 Notes 1.) BEE SHEn 9 FOR GLAZING TYPES, DETAILS & SILCONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +90.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A. B. C. & D-) 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +90.0 DP (WINDOWS WITH GLASS TYPES °E, & F% AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 90.0. (SO ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G° INSTALLED ABOVE 3OFT. IN THE HVHZ. THE I.G. EXTERIOR LTI'E SHALL BE TEMPERED. A5ff (PS)9 - XOX WINDOWS with Equal Lite (1/3 -1/3 -113) $ ° rn Iz °a +/- Freestrres (PSO ase; T pe "D" (* 2 ) Glass T "E" (k 3) Glass Ty e "F" 3) Glass Type "G" (* 2) + psf - SI + - p� + - + pef - pof 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 _ d C o z �j c W a �j ' ~ � z w 0 o too` N x eD x 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 753 65.0 75.0 52.0 52.0 65.0 75.0 65.0 753 653 75.0 52.0 52.0 85.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 653 75.0 65.0 75.0 52.0 52.0 65.0 75.0 653 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 65.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52,0 65.0 75.0ss 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x x 4 55.0 75.0 65.0 75.0 523 523 65.0 75.0 65.0 75.0 65.0 75.0 1 52.0 52.0 65.0 75.0 55.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 35.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 35.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 35.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 35.0 75.0 653 75.0 52.0 52.0 65.0 75.0 ..��«� .,: °!°°._ 'RODUCTRBVISBD ♦ VQ.•-- . w cemplyhm with the Fbft kilding Code O %cceptmm No in*utlon Date 20 SILL RISER - OPTIONAL Q W 1 APPLIED WITH SILICONE I FOR DP ABOVE +70.0 PSF ••••• i� C +80.0 DP MAX.) o00 �i 4t 11 HS -8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM j1 PART / 1TEeD. Dl(BCRIPTION REIIARH8 1 L -7703 1 FRAME HEAD 6063 -T6 ALUMINUM 2 L -6701 1 FRAME Slll 6063 -T6 ALUMINUM. 3 L ^7701 1 FRAME FXD. JAMB 6063 -T6 ALUMINUM 4 L -7704 1 FRAME FIXED MEETING RAIL 6063 -T6 ALUMINUM S L -7705 1 VENT MEETING RAIL 6063 -T6 ALUMINUM 6 L -7707 1 VENT TOP /B0T70M RAIL 6063 -T6 ALUMINUM 7 L -6703 1 FRAME VENT JAMB 6063 -T6 ALUMINUM 8 L -7706 I VENT JAMB LATCH RAIL 6D63 -T6 ALUMINUM 9 L -8702 1 FRAME SILL TRACK 6063 -TS ALUMINUM 10 L -8705 1 FRAME SILL RETAINING CLIP 6063 -TS ALUMINUM Il L -7708 AS REO'D. GLAZING BEAD t 6063 -T9 ALUMINUM I2 FS -006 AS REO'D. FRAME ASSEMBLY SCREWS BB X 3/4• P.H. PHILLIPS 13 FS -040 AS READ. INSTALLATION SCREWS Bl4 SINS FH./PHIL. 14 L -7331 AS REO'0. VINYL BULB I/4' DIA. BULB 83033 1S PVS -003 AS REQ'0. FIN SEAL WEATHERSTRIP .187• w x .230• h 16 PVS -005 AS REO'D. FIN SEAL WEATHERSTRIP .167• r z .350• h t7 PVS -009 AS REO.0. FIN SEAL WEATHERSTRIP .167• r z .3I0' h IB L -7711 AS REO'0. GLAZING BEAD C INSULATED) 6063 -TS ALUMINUM 19 PVS -001 AS REO'D. PILE B GLAZING BEAD .187• • z .k50• h 20 L -8706 AS REQ'D. SILL RISER ADAPTER 6063 -TS ALUM.- IIPTIONAL 21 L -7339 2 VENT EXTRUDED SPRING LATCH 6063 -TS ALUMINUM 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLDPI 23 L -7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 ■ 2 SILL /JAMB JOINT GASKET 1/16• CLOSED CELL EDAM 2S FS -041 2 SILL RAIL ASSEMBLY SCREW AB % 2 1/4• P.H./PHIL 26.1 HC -044 -1 2 VEEP FLAP 6 BAFFLE w 26.2 FIG- 1 X VEEP OPEN CELL FOAM PAD 1/8' % 1/2' % 2• L E7 HC -040 -1 2 SASH ROLLER & HOUSING ■ 28 HC -026 -1 I SCREEN FRAME 4 MESH r 29 ■ 1 ATTACHMENT SCREW @CLIP D8 X S /B• S.D.S. 30 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC-059-1 2 VENT SWEEP LATCH DIE CASs METAL 32 L -8630 %Anchor FRAME SILL ANCHOR CLIP 6063 -TS ALUMINUM 33 ■ 2 LAMINATED GLASS See OetoDa @ L.H. of sheet 9 34 ■ AS REG'D. GLAZING SILICONE See Detons a L.H. of sheet 9 3S QPTIDNAL AS REQ'0. COLONIAL FALSE MUNTIN ALUMINUM 36 SM -5504 AS REG'D. JOINT SEALANT ■ 37 ■ AS REO'D. PERIMETER ACRYLIC CAULK DS! POLYSEAMSEAL 33 19 ALUMINUM MULLION FLAT HEAD. PHILLIPS. y se 4 SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET 82 C MULLION TYPE, SIZE AND MAX. FOR MAX. FASTENER SPACING AND •SILICONE DPTXBi6•. DESIGN PRESSURE LIMITATIONS. OP TABLES FIIR QUANTITY) ppp D 8� (ALUM. 0.078' MIN. THICK) m ✓l y DOW CONNING a" ObWI• NOTE: THE LOWER PRESSURES OF GLaiNA. DEPTH THE WINDOW OR MULL SHALL GOVERN DJTERIO �o V y 0 z$ $ z o Sa - dl --------- - - - - -- 3/8- z 8s` EXTERIOR GRADE WINDOW FRAME PERIMETER CAULKING q EXTERIOR E2 FRAME MULLING DETAIL $e m O 6 O TYPE jINTR APPROVALS FOR . SIZE AND MAX. W 4'• O' URE UMITATIOW& Ly q TE THE LOWER PRESSURES OF T9 E WINDOW OR MULL SHALL GOVERN $$a AX. 8 12 S.O.S. X 1. 1/4- L. e (SEE ELEVATION AT SHEET 13 19 IH R FOR MAX FASTENER SPACING) 4 lH •SILICON[ O•T1➢IS'• DOW CONNING 899 33 D6oD T O'SPECT MUREHEAD e m GLAZING DEPTHS PERIMETER RAME NOTE: SEALANT EXTERIOR 1' ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy a 36 KSI MIN. 1NATED G (STEEL 18 G0. MIN. THICK - 0.0487 8) ALUMINUM : 6063 -TS MIN. rm ulAea DBBGBW710N DETAIL WmvAYB (ALUM. 0.078° MIN. THICK) q g 1 118' ANNEALED GLASS 0 8 �V4- ' PLASTIC MIERLAYER .�,.. Pve 1 METAL STRUCTURE ATTACHMENT DETAIL (B 3 ANNEALED GLASS - - N -Jj' 8f^ •OUPaNT• 4 D18tR.ATED AIR SPACE -LJ1F INSIjum s ANNEALED GLASS 00 - •' AO.r !.Am a c o e °�• ••�Y�p °• T16M aLm BBSCRwfm DSFAII. LAIONATB DE8CR1Pf1 ' � O P2. 1 VB• HEAT- 8TRENDHTENED GLASS _.-_ 1 •!'�1 ' 8 01090• PLASTIC MTEALAVLR o yr PVB PROIN�ERBVIHHD W 3 VB' HEAT- STRD04TENEO GLASS - Br'000U P BS DOmP1Y�H wDbDIB P1DTIda a n i0d0 � v S 4 V4• MAXATED AIR SPACE - AAccepta c No , o S IA' ANNEALED GLASS 00 - .._. Fe e• r."P •'.•..•••. • •• d) VMDOVS WITH GLASS TYPES •A. C. OR G• INSTALLED ABOVE SOFT. By y•e11111Ii1 os, IN THE HVni. THE La EXTERIOR LITE SHALL BE TEMPERED GLAZING DETAILS AND OPTIONS a IWATED GIA8.4 COMPOHITI -TYPE B M'BR OW98 D68D8IPYWB LDBT! � IANINAYB D88C8IPTIDN I T/B• ANNEALED GLASS SAFLL7t/XE$PSAFE 8 Q89p PLASTIC MTERI.AYER By+ •80LUTIA• O 118' ANNEALED GLASS IA69 COMPOSITION - B D ITBM OIABB DBBCRIPTION 1 e 0.090' PLASTIC MTERLAYER - -- 1/8' HEAT- STREN6n1ENED GLRS9 o3W' 1 118' HEAT- SiRENGHTENED 0.AS8 SAPLEi PVB Hp 'SOJRIA• I109C PLASnC INTERLAYER nsa� 3 3 IA69 COMPOSITION - B D ITBM OIABB DBBCRIPTION 1 e 0.090' PLASTIC MTERLAYER - -- 1/8' HEAT- STREN6n1ENED GLRS9 o3W' 1 118' HEAT- SiRENGHTENED 0.AS8 SAPLEi PVB Hp 'SOJRIA• I109C PLASnC INTERLAYER �=il 3 3 1/8• HEAT- 87f�NOGTENEO CdABS IJ4111 CO - E E rlBil cNe8 DBBCBB>POOON BSYA2 1/8• IQAr- STRENGNTENED O.ASS IAYMATB Dtt8dtlP1TDN 1 e 0.090' PLASTIC MTERLAYER - -- 1/8' HEAT- STREN6n1ENED GLRS9 o3W' SAiLEi/KEEF�'E BN 'SDI.UTIA• 3 TED G 0 ON - P JIBM a1A88 DAN D8TAi1. 1/B' ANNEALED tAAS3 _r OD9D' PLA8TK INTEfNAYER I/B• ANNEALED DLASS 49•N• tdimlATB D88CRIplWN 1 BUTACITE PVB ey. •DUPDNT• E 3 INHU G N A TTBN � DBBCBD7TGM DINTAR _ 1 va IAWN►TB Dn8C81P'tlDN 1 I/B• ANNEALED GLASS SAPLEi PVB Hp 'SOJRIA• 8 0890• PLASTIC INTERLAYER 3 118' ANNEALED GLASS a V4• INSO.ATED Aat SPACE S I/8' ANNEALED GLASS M FRAME HEAD L -7703 0 j FRAME SILL I L -87C 0 VENT INTERLOCK RAIL L -7708 0 VENT JAMB RAIL L -7708 O FRAME VENT JAMB L -8703 0 --1 -154 I VENT SPRING LATCH L -7839 062 21 1.276 FIXED L- MEBTD4G RAIL 77D4 VENT TOP /BOTTOM RAIL L -7707 2E8S L376 —+1 1 I04 ase 1al T 'I O FRAME TOP CORNER • FRAME & SASH CORNER ASSEMBLY DETAILS SILL ANCHOR CLIP SILL RISER L -8830 LLAZI 1G BEAD ALDAPTER 32 GLAZING BEAD L -7708 18 20 tag 7 soo A94 i m zuI 2.794 II wo O_ W z i s nn.. N N Q i o a 1 i 3 i � o i i I � PAC � � N O a xo m x o0�0osa�eu��3�� °p U. 6 w PRODUCT RSVISBD F• e MoyinB witb the Fladda °. DuildinBCoft 08 a AA.Ptaaoo� Iq °e • i // BBBBPBgo 00p00 FRAME FIXED JAMB SILL TRACK L -7701 L -8702 0 @ . FI.28S .�2 X93 esa SILL RETAINING CLIP L -8708 FRAME VENT JAMB L -8703 0 --1 -154 I VENT SPRING LATCH L -7839 062 21 1.276 FIXED L- MEBTD4G RAIL 77D4 VENT TOP /BOTTOM RAIL L -7707 2E8S L376 —+1 1 I04 ase 1al T 'I O FRAME TOP CORNER • FRAME & SASH CORNER ASSEMBLY DETAILS SILL ANCHOR CLIP SILL RISER L -8830 LLAZI 1G BEAD ALDAPTER 32 GLAZING BEAD L -7708 18 20 tag 7 soo A94 i m zuI 2.794 II wo O_ W z i s nn.. N N Q i o a 1 i 3 i � o i i I � PAC � � N O a xo m x o0�0osa�eu��3�� °p U. 6 w PRODUCT RSVISBD F• e MoyinB witb the Fladda °. DuildinBCoft 08 a AA.Ptaaoo� Iq °e • i // BBBBPBgo 00p00