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WS-19-1919Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: Location Address Parcel Number 9950 NE 4 AVENUE RD, MIAMI SHORES, FL 33138 1132060171160 Contacts Permit NO.: W$-0849-1919 rue - Permit TyP&WIndows/shutt S assifrcadon: Window/Dc a Reptlaceme Permits: Approved Expiration: 02/17/2020 AMANDA MCGOVENR Owner ULTIMATE ENVIRONMENTS INC Contractor 9950 NE 4 AVE DAVID CHRISTIAN HABECK 1742 COSTA DEL SOL, BOCA RATON , FL 33432 Business: 5619983643 Other:5619854033 Description: REPLACE EXISTING DOORS AND WINDOWS WITH Valuation: $ 23,322.00 Inspection Requests: PROPER WINDOWS AND DOORS WITH PROPER NOA'S. 3 r5-762-4945 WINDOWS AND 4 DOUBLE FRENCH DOORS Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $14.40 DBPR Fee $2.55 DCA Fee $2.00 Education Surcharge $4.80 Scanning Fee $12.00 Technology Fee $4.25 Windows/Shutters Fee $120.00 Total: $210.00 Payments Date Paid Amt Paid Total Fees $210.00 Check # 182 08/22/2019 $210.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction d ng. Fut a ore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / pplicant / Contractor / Agent Date August 22, 2019 Page 2 of 2 OA BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201 Master Permit No. V V s — 0r"1 I —t PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING Sub Permit No. ❑ REVISION ❑ EXTENSION [-]RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR (I DRAWINGS JOB ADDRESS: q,� Sz� City: Miami Shores County: J�Jta Miami Dade Zip: 3� Folio/Parcel#: t t ` 3 Z Q D (% - 11 Q Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: I C _Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): /' m &mdo 11 C G 0VEf kj TR S , Phone#: Address:: S 6 0 At 6 19 StCity: 1A i wg', S�& m-s State: r- Zip: 3 ( 3 Tenant/Lessee Name: Email: CONTRACTOR: Company Name: "� T 1 M Cite_ C1. Address: I:1 (i z j C- o f f -,b Q. I ,S, City: )�OCC1 R4T'©y\ State: S Qualifier Name: wy . p�— f 1 �-1 ��Q C l� n e#: s 3s43 4q -(PZfoY `Zip: Phone#: 5G( State Certification or Registration #: L G C 1 5 f 06 S((•N Certificate of Competency #: DESIGNER: Architect/Engineer: hone#: Address: City: Value of Work for this Permit: $ Z , 3z-2- 1 Square/Linear Footage of Work: Type of Work: ❑ Addition Description of Work: ❑ Alteration ❑ New State: Zip: URepair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $. Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 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 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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, OWNER or AGEN The foregoing instrument was acknowledged before me this day of &20 ), by �m040'cl , who is personally known to me or who has produced L as identification and who did take an oath. NOTARY PUBLIC: Sign: ' Print: /h C Seal: TIM C. WILSON Notary Publk - $tate of Florida Commission I FF 930405 My Comm. Ext1*n7LNov 8 APPROVED BY Signature 7:L::���.. CONTRACTOR The foregoing instrument was acknowledged before me this 5 day of 20 / � by who is personally known to me or who has produced .;--- j-- - as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: '�-raN Seal: TIM C. WILSON Notary Public - State of Florida � Commission I FF 936405 °s My Comm. Expires Nov 16, 2019 Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk cn r U) .1� E � � C� w U c"- > s z a O o O � 0 o r J1. o PlG MASTER BEDROOM r o � �3 o 1 x j 00 1 • • cn ( • • • • —J z r • • • • •..•• b Q C r • S k o EXISTING EXIETtN :..:. ...:. MASTER ....: CLOSET 1 BATFIROOM : ••. • Q r U _I' Z �¢ 1 i o UF'-----_� 1 0 ED v s l"r 1- W EXISTING EXISTING n CLOSET EXIST. STORGAE XIS A /C W/H 5J3C) NC, to( S�, Window and Door schedule Doors 1. Double French Doors 74 % " X 83" F.B.C. #21855.5 2. Double French Doors 74%"X 83" F.B.C. #21855.5 3. Double French Doors 74 % " X 83" F.B.C. #21855.5 -}- Z-o gQ 4. Double French Doors 74 % " X 83" F.B.C. #21855.5 Windows 1. 17" fixed -300 series F.B.C.# 15920.1 2. 17" fixed -300 series F.B.C.# 15920.1 3. 17" fixed -300 series F.B.C.# 15920.1 . . .... ...... ...... .. . ...... .... . .. ..... ...... .... ..... .. .. .... ...... . . . . ...... Components and Cladding Voluntary Wind Load Chart* Per ASCE 7-10 Method 1, Part 1 and FBC 6th Edition (2017) for Retrofitting in Accordance with Formal Interpretation k.. For Detached One -and Two family dwellings and Multiple Single -Family Dwellings (Townhouses) with Mean Roof Height <- 30 feet Wind 170 mph(3-sec osure C** / Kd=0.85 / Kzt=1.0 ' Using Allowable Stress Design methodology (P = 0.6 ** Exposure shall be ermined according to ASCE 7-10 Section 26.7.3 (Exposure Categories) Effective Location: Mean Roof Height of 15 feet Aean Roof Height of 20 feet Mean Roof Height of 25 feet Mean Roof Height of 30 feet Wind Area Gable or Hip Roof Zone 1 2 3 Zone 1 2 3 Zone 1 2 1 3 Zone 1 1 2 3 10 Gable/Hip 16.0 -37.8 16.0 -63.4 16.0 -95.4 16.3 -40.2 16.3 -67.4 16.3 -101.4 17.1 -42.1 17.1 -70.6 17.1 -106.3 17.8 -43.7 17.8 -73.4 17.8 -110.4 20 Roof 16.0 -36.8 16.0 -56.7 16.0 -79.1) 16.0 -39.1 16.0 -60.2 16.0 -84.0 k16.0 -41.0 16.0 -63.1 16.0 -88.0 16.7 -42.6 16.7 -65.6 16.7 -91.5 50 0 5 7c 16.0 -35.6 16.0 -47.7 16.0 -57.4 16.0 -37.8 16.0 -50.7 16.0 -61.0 V6.0 -39.6 16.0 -53.2 16.0 -63.9 16.0 -41.1 16.0 -55.2 16.0 -66.4 100 (0 to 1.5:12) 16.0 -34.6 16.0 -41.0 1 16.0 -41.h 16.0 -36.8 16.0 -43.6 16.0 -43.6 t6.0 -38.5 16.0 -45.7 16.0 -45.7 16.0 -40.0 4 ill -47.4 16.0 -47.4 10 Gable/Hip Roof*** 21.8 -34.6 21.8 -60.2 21.8 -8 0 23.1 -36.8 23.1 -64.0 1 23.1 -94.6 Al.3 -38.5 1 24.3 -67.1 24.3 -99.2 5.2 70. 35; 769.7 2j.jvawk 20 19.9 -33.6 19.9 -55.4 19.9 -8 .3 21.1 -35.7 21.1 -58.9 21.1 -88.5 2 .1 -37.4 22.1 -61.7 22.1 - 7• .0 -38.9 3.0 -64.1 23.0 - 8.3 50 7e < 8 5 27e (1.5 to 6:12) 17.3 -32.4 17.3 -49.0 17.3 - .6 18.4 -34.4 18.4 -52.1 18.4 -80.3 1 .3 -36.0 19.3 -54.6 19.3 -84.2 20.0 -37.0 2(00 •56.7 20.0 -86.5 100 16.0 -31.4 16.0 -44.2 16.0 - 9.8 16.3 -33.3 16.3 -47.0 16.3 -74.2 1 .1 -35.0 17.1 -49.2 17.1 - 7.8• 177.8 -36.3 7.8 -51.1 1 . 10 Gable RoofL 27e < 05450 (6 to 12:12) -37.8 34.6 -44.2 34.6 4.2 36.8 -40.2 36.8 -47.0 36.8 -47.0 3 .5 -42.1 38.5 -49.2 38.5 - .0 -43.7 4 .0 -51.1 4 . 20 -35.9 33.6 -42.3 33.6 42.3 35.7 -38.1 35.7 -44.9 35.7 -44.9 .4 -39.9 37.4 -47.1 37.4 -R711• 38.9 -41.9 38.99 -48.9 39.9 -48.9 50 It -31.4 32.4 31.4 -39.7 -37.8 32.4 31.4 39.7 -37.8 34.4 33.3 -35.4 -33.3 34.4 33.3 -42.2 -40.2 34.4 33.3 -42.2 -40.2 6.0 5.0 -37.1 -35.0 36.0 35.0 -44.2 -42.1 36.0 35.0 -i42e - 37.4 .3 -38.j -36.3 %h -46.0 -43.7 341.6 3 . �llj.0300 4 .� *** For Hip Roofs with angle > degrees (1.5:12) and <_ 25 degrees (5.5:12), Zone 3 s all be treated as Zone 2 (Figure 30. - � NOt&7, p. 337? • Effective Wind Area z Location Mean Roof Height of 15 fe Mean Roof Height of 20 feet Mean Roof Height of 25 feet Mean Roof Height of 30 feet • Zone Zone Zone • • Zone 4 5 4 5 4 5 • • • • • • 4(fi• • • • • • • • � • • • • � 37.8 -41.0 37.8 -50.6 10 Wall 40.2 -43.6 40.2 -53.8 42.1 -45.7 42.1 -56.4 Q.7 -474 43s7• -58.6 20 36.1 -39.3 36.1 -47.2 38.3 -41.7 38.3 -50.1 40.2 -43.8 40.2 -52.6 41.8 -451 •-54.6 50 33.8 -37.0 33.8 -42.7 36.0 -39.4 36.0 -45.4 37.7 -41.3 37.7 -47.5 39.2 -42.9 39.2 -49.4 100 32.1 -35.3 32.1 -39.3 34.1 -37.5 34.1 -41.7 35.8 -39.4 35.8 -43.8 37.2 -40.9 37.2 -45.5 500 28.2 -31.4 28.2 -31.4 V,9.9 -33.3 29.9 -33.3 31.4 -35.0 31.4 -35.0 32.6 -36.3 1 32.6 -36.3 Garage Door Wind Loads for a Building with 30-foot Mean Roof Height Exposure CTables 1609.7(1) & (2), and Section 1609.3.1Effective + + a a . a f a eIN 5 ; 4 5 h h �_ 44 YY_ a • +a Gable Roof Hip Roof those given, values maybe interpolated. Otherwise use the value associated with the lower Effective Wind Area. _ 2 1 ; ; - - - �_.' _ a3 � 1 ; - Wind Area Roof Angleend Load Width He + - 8 8 0 10 degrees 35.2 -39.8 10 10 34.1 -38.2 14 14 32.3 -36.1 For Effective Wind Areas between 9 7 > 10 degrees 38.4 -43.4 End Zone (a) shall be the smaller of 10% of Least Hor. Dist. or 40% of Mean Roof Height, but not less than 4% of Least Hor. Dist. or 3 ft. 16 7 36.8 -41.0 Identify the zone per the figure or information by others. Any questionable zone is to be considered the more critical zone. Design is based on the 3-second gust wind velocity) for Risk Category II(general residential& commercial constructionper FBC 1609 BBAA. These tables not for use with essential facilities or assembl occu ancies. r'X Lu' L FBC Sth Edition (2017) Boynton Beach MEMORANDUM NO. 18-011 (updated 6/28118) Effective date; January 01, 2018 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . ASSURA WINDOW S. $c. DOORS SERIES 300 /C--0 L.!ITNJ�N�X,t��l_V I N-D•O Vab LARGE AND SMALL MISSILE IMPACT RESISTANT - MISSILE LEVEL "D" •• • • • ••• •• V. • ••• • • • • •• • •• �UVAEIOTES 4 4 " No PEON. STAT In 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION (2017), FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 1203 & ASTM E1300.04 STANDARDS AS QUALIFIED IN TEST REPORT #0611.01-12 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 308-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENT'S SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KS1. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE KURARAY AMERICA, INC. - TROSIFOL ULTRACIEAR, CLEAR AND COLOR PVB GLASS INTERLAYER N.O.A.# 16-1117,01 AND KURARAY AMERICA, INC.- SENTRYGLAS GLASS INTERLAYER N.O.A.# 14.0916.11 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS. 13. WINDOW TO SUBSTRATE WATER PROOFING IS NOT INCLUDED IN THIS DOCUMENT AND MUST BE ADDRESSED ON A SITE SPECIFIC BASIS. NOT BY ASSURA WINDOWS & DOORS, LLC. 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. L5. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 16. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. 17, PRODUCT SHALL BE PERMANENTLY LABELED WITH A MINIUMUM OF ONE LABEL PER SYSTEM CONTAINING THE FOLLOWING: ASSURA WINDOWS & DOORS, LLC 1543 N. POWERLINE ROAD POMPANO BEACH, FL 33069 TAS 201/202/203 APPROVED BY FLORIDA BUILDING COMMISSION FLORIDA PRODUCT APPROVAL NUMBER FL # 15920.1-R2 40 g £ 'ui L L m W O? C u�#2 H au 3 u u 1 15-2370 I POSSIBLE ARCHITECTURAL SHAPES: UE SIDED TRIANGLE HALF -CIRCLE TRAPEZOID HALF ELLIPTICAL 9 HALF EYEBROW TRAPEZOID ,r . ... . . ... % .. % .. . . . . . . . . . . . . ... . . . . .. . NO SHAPE MAY EXCEED SIZE OF TESTED RECTANGLE TRANSCRIBED AROUND SHAPE. • • • • • • • • • • • • • • • • • • JOINT WELD • • • r�_* POINTS TYP. .01 • • • (MAY VARY) ow 0 �/. �r SURFACE APPLIED FALSE MUNTINS- i OPTIONAL i • ••• • • • • •• • EYEBROW ARCH GOTHIC o 1 EXTENDED FULL PENTAGON ELLIPSE ir 0/ u \\ \ `\l i ;s QUARTER SEGMENT QUARTER CIRCLE FULL CIRCLE OCTAGON HALF ARCH OVAL ELIPTICAL j \� ... �. /y �� "` ��•`" HALF FAN EQUALLEG ...................... TRIANGLE _._---........_.._....._ HEXAGON _.__.__ _Y . _._ _.:........ �__� t�y A ALLOWABLE SIZES & LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8 & 5/8. ---. .-=..---. �._...._._.__ ...... HOTDOG ARCHITECTURAL SHAPES ARE LIMITED TO t 70 Psf. MAX. 12" MAX. FOR ANCHORS TYPE A & C OR 2" _ 3" MAX FROM \ 6" MAX. FOR ANCHORS ANY 30INT ORTYPE B �Q'... CORNER _ h I No U mj z to <� <m wW 9„ ,y `o ei �i - ___ .... .... D.L.O...... ..._...........-.. -FRAME WIDTH TYPICAL ELEVATION D.L.D. wIDTn = wINDDw wcDTH -a" � D.L.O. LENGTH =WINDOW LENGTH -4"' FL # 15920.1—R2 i' xl i > NOTE:T—Y—'' �X —? WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. 15-2370 0 EXISTING HOST STRUCTURE- Z- EDG DE I Vm �) 7 OPTIONAL SURFACE APPLIED i MUNTINS- I � 0 oci W • • ••• • • • • ••• METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) -'- STEEL: Fy- 36 KSI MIN. ALUMINUM: 6063-TS IN. / T-G-"-- EC�E DIST ix OR 2x WOOD • • • • • • • AICHORS PER k4C11bR • • • • SC EdELE. S • • • • ELVATIONR SP • • • • • • • • •—� • • • •--``-" • • SEE MULLION APPROVALS FOR -MULLION TYPE AND SIZE. EDGE DIST EDGE DIST `�� . ,i 28Y W000 BUCK / N� FRANK L BENNARW, P.E. s r a�k('h�., - T BUCK (OPTIONAL). NOT BY ASSURA.--"'--- lj 1/4' MAX SHIM _ *w� • 1 • -- • • 14 rf/4" �.. C 5T ate'. �'• 14 '- L * a en. �"�, G'M�H11a • (� 1/4" MAX SHIM i 1/4' MAX SHIM (� {•1f ANCHORS PER • • • • • • • - __ -. ANCHOR SCHEDULE. • • • • • s• • _ i. SEE TYPICAL ATION ON• • • • • • • • • • • • • • • a • • �� PERr,,, \ANCHORS PERrp }U'�a GANCHORS SHET 2/8 FOR U4 / ANCHOR SCHEDULE. V ANCHOR SC EDtAE. SEE TYPICAL u� = m $$1= W SPACING SEE TYPICAL ELEVATION ON ELEVATIONN SHEET 2/8 FOR W .Ni 3 u! �7 • SHEET 218 FOR SPACING SPACING 3 t•i ul W # O A`� WOOD BUCKS AND METAL STRUCTURE (NOT BY ASSURA) MUST SUSTAIN LOADS IMPOSED BY GLAZING SY5T94 AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 BED OF ANCHORS PER ANCHOR SEALANT SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING 1/4" MAX SHIM 1X OR 2x WOOD BUCK (OPTIONAL). NOT BY ASSURA. EXISTING HOST-� STRUCTURE 1 TYPICAL SECTION 3 6- - 1'-O" VERT SECT TYPICAL ANCHORS: CHAR SFo SPACING&QU"ANTITY TYPE'A' - 1/4' DIA.. ULTRACON BY'ELCO' (FU-177 KSI, Fy=155 KSI) THRU 1BY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1-3/4" MIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. TYPE 'B'- i/4" DIA. ULTRACON BY'ELCQ' (FU=177 KSI, Fy=155 KSI) INTO 25Y WOOD BUCKS OR WOOD STRUCTURES (SYPt2 G=0.55 MIN) 1-1/2" MIN, PENETRATION INTO WOOD TYPE 'C' - 1/4-20 DIA- SHEET METAL SCREW (GRADE 5 MIN) (Fu-120 KSI, Fy-90 KSI) INTO METAL STRUCTURES (5 PINCHES PASS THE THREAD PLANE MIN.) STEEL: i'B' THK. MIN. (Fy=36 KSI MIN) ALUMINUM: 1/8' THK. MIN. (6063-TS MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE/GROUT FILLED BLOCK- 2-1/2- MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4- MIN. FL # 15920.1-R2 1 15-2370 1 E3 METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) STEEL: Fy- 36 KS1 KIN. ALUMINUM: 6063-TS MIN. T ISY OR 2 :1/ SwM 1/ MAX SHIM • ,23 WOOD Sul • 0 # II IERIbR 1/4' MAX SHIM en-,� I 8• 4 a 8 4 BED OF BED OF SEALANT SEALANT ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL SHEET ELEVATION 01 0 0 ANCHORS PER ANCHOR 14 2/8 FOR! ;PACING 0 SCHEDULE, SEE TYPICAL ELEVATION ON SHEET 2J6 / ( j 0 _ r_... .--- C J—` "_ _ ) FOR S PACIW S, EXTERIOR .8 — D.L.O.lii FRAME WIDTH_ - t L yqg: f Y_ X. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. EXAMPLE: A WINDOW WITH A FRAME HEIGHT OF 63' AND FRAME WIDTH OF 533/." HAS AN ALLOWABLE PRESSURE OF +/- 80 PSF FOR GLASS TYPE M4. THESE DIMENSIONS MAY BE REVERSED FOR AN ALLOWABLE FRAME HEIGHT OF 533/e' AND AN ALLOWABLE FRAME WIDTH OF 63" FOR THE SAME GLASS TYPE AND ALLOWABLE DESIGN PRESSURE. SEE FOR EXAMPLE VALUE IN SCHEDULE "A." III OR 2x WOOD BUCK (OPTIONAL) No P BED IT ST ANCHORSPER ANCHOR 'uLE, SEE TYPICAL ELEVATION ON SHEET 2/8 SPACING ,X 'XISTING HOST STRUCTURE TYPICAL SECTION 6* - V-D" HOFUZ SECT A SCHEDULE"" FOR SQUARE OR RECTANGLE OPTIONS -OTHER SHAPE$ ARE LIMITED TO 170 Psf (SEE PAGE 2) DESIGN LOAD CA (ASO METHOD) FRAME — GLASS TYPE Mi GLA,99TYPE&C GLASS TYPE M3 fflT; GLASS TYPE IG2 DIMENSION 00 D4 n. vwFq?_7xy R)"TTO 0--ly DLA.SS7,T f , _M4 _;, 4 _MSF� )p , �_; S tjjSS I _r (_ n + P _ _ T_) F Kol - 26 ��7 " ­, 7 0__ TO --- 70 — so 80 - 80 90j so 13D n &D 80 2r T _00 _90 . ao so so 3D _70 70 70 __ . W ..... W 53 IW 70 ...... ..... 4 70 80 so so so so ao ro 70 so 80 70 1 70 70 .... . ....... . 7D . ­­___ . ...... . .... .. . ....... . ...... 8�_ .... 80 so I so- _T36 70 70 06 1w, 7-0 80 80 80 III lie 70 70 70 70 80 so ac so 80 go so Im TO To so -7 w 70 70 To 70 80 so so w w i 80 w 131 TO 10 0 68a 70 0 W 10 80 1 1 0 70 80 00 30 53I/vnii ­111-11i-1-_ BS joT0W 86 so . . ..... . ..... + wW w130 ­ 65 _- as _ _ ., w 70 so w 106 lc 0 70 PD I aO_ 9 so SOso . .....65 w IIIlir 0 T so so _ 80 so w r - I 26 lrr 70 70 TO To w w so w so Do 130 70 70 SO 60 3r I : 65 70 70 80 w 80 so so SD 130 06 69 10 80 50 Sw 66 73 75 80 30 75 123 49 49 71 75 1 14' so 80 w 75 123 75 75 so so BO BO - III lie so f SO 80 w _L5 75 _!?_ 123 26 1IK 70, 70 71D so I so 80J SR 80 so 13 0 l0 BO 80 3r es 68 70 IM 0 8, -Se.l.- 8, so - 1 ­­'....-70 130 as w 80 6T 153 i�ffi _ 47 _ _+ 47 . 63 72 - 110 90 72 1.17 47 47 47 72 T2 72 7'r - - t : - 70 70 76 76 60 go - 70 ro 76 76 70 _RiL 70 '70 70 70 So SO 80 w so . so - 130 i m T o I—- ....... ... so . I 1-1- so 3r 68 63 70 io— so w so so I 80 so 53 1 63 72 72 ap_ ! w . so $0 ... .... . 72 117 72 74114- 74. ___63 89 89 84 51 84 ........ .......... . . ........... 69 26 Vr TO 70 70ro so w w 130 70 7.0 a 0 37' . ... ... 80 80 Sao so 3 1 0 ­....19D .1 .. a. . w, 80 53 IW 03 83 72 72 W 80 72 72 - - ........ . ... . - 69 fI.4 64 511- 2,4; i9 z 2.0 zz z f4 a w z 0, N LLD x 0 z 0ge osq o cd- r OP 2i X R 819 (A 1 15-2370 1 FL #15920.1-R21 IAR �EK5=1 i3o so 00 so GO so 80 so W so so so so so 130 SO ur 49' it)- 70 70 so SO so SO 130 SO so FL #15920.1—R2 FOR SQUARE OR RECTANGLE OPTIONS OEM so 4r fit So sa 3r so so so SO !r.090 BUTACITE PVS I INTERLAYER ANN. r3'j' ANN SEALANT DEPTH MIN. (TYP.) ' SETTING BLOCK (5 AT Y. POINTS lJ" . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... • %s ANN. SEALANT %' 1 DEPTH MIN. (TYP.) SETTING BLACK /il AT j'i POINTS mv . QMS$•'rYPE3 011 BUTAWTE P11 • ' • Y9TERLA•ER • • • ••• • ••• X. ANN • • -•090 BUTACITE PVB • INTERLAYER y4" H.S. r �" M.S. DEPTH MIN. (TYP,) • S€ww BLOCK • • (4AT Y4 POINT49 .090 BUTACITE PVB ANN. INTERLAYER , i r ti6' AIR SPACE ir.090 SGP INTERLAYER .090 SGP INTERLAYER 3'e ANN., (r j' i'i ANN. H.S. ` i H.S. Si"TEMP-1 /r%'TEMP �r- SEALANT Ya- , % �' " SEALANT %' 1 SEALANT ) DEPTH MIN. (TYP.) �``, DEPTH MIN. (TYP.) �' i DEPTH MIN. (TYP ll�-• ? � " is I ) �- SETTING BLOCK ,' _�--- o N SETTING BLOCK; i �'Q vl SETTING BLOCK j7}-� AT yi POINTS ';'^, m AT )k POINTS�� k AT V. POINTS Et o I 17 : G \1 *\ ........_. . MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS i N3001 ._ 0.063_ EXTRUSION 6063-TG 2 ;TM-_326 _SKL/JAMB/NEARER ............................................._.........._.........................._....................... .. 1/6' GLASS STOP FOR 1" GLASS ..... ...... _.__....._ 5063-T6 ____.....__........._...-________-.�__._—__.y ®TT—_-' j1/8' CLASS STOP FOR 9/16' GLASS ._—_..-..__._ ....... . 6093-TS j I ` 40 1 - ....... ._....................... _....... ............ .._...... 0.050' SNAP COVER _.__...................... _.......................... ._....._................... _................................. 5063-76 _....._............... .._................ .................. .._......: 5 - 10.370' NIGH D VINYLB BULB AND 0.187' T-SLOT TPE POLYPROPYLENE FOR 5/16" GLASS ULTRAFA8 B 32001 €VINYL BULB - 0.175"/ _ INSULATED GLASS GLAZING BEAD AMESBURY 7 32011 _ ;VINYL BULB - 0.270"0 7/16 AND 9/16 GLASS GLAZING BEAD AMESBURY B - 1(2) /B X I SMS SCREWS AT EACH FRAME CORNER SAE GR 2 MIN FOR RECTANGULAR WINDOW SHAPES ONLY 9 l- SEAM SEALE........R ...................... _.................... .........._...._.._'-"... ACRYLIC SCHNEE-MOREHEAD 1T - SETTING BLOCK 1" LONG AT 1/4 POINTS HIGH DENSITY RUBBER 70-20 SHORE A OUROMETER HARDNESS 1 - OPTIONAL SURFACE APPUED MUNMNS 6063-T6 RAPID STRENGTH ROS7700 STRUCTURAL SILICONE ; ELASTOMETRIC ADHESIVE BY MOMENTIVE PERFORMANCE MATERIALS I ._............._........._......................................._.............._............................................ALUMINUM 'U' CHANNEL 2' LONG AT EVERY ANCHOR LOCATION (TYP.) ' 5052 H32 ALUMINUM 1(a 5/16' XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL EDGE GLASS SPACER ..._"_ _. ;STAINLESS STEEL .......__-..._16"XL ALL METAL PRIMARY SEAL PIB . - .. 15EGONDABY SEAL -- SILICONE -.090 SGP INTERLAYER X6 H.S. )- tt H.S. SEALANT ?�' i/ DEPTH MIN. (TYP.)l \ . ..-..... ........."..t'b SETTING BLOCK -. 17 AT Y`s POINTS 4a .090 BUTACITE PVB �" q6" H.S. INTERLAYER AIRSPACE %s' H.S. '1 % i SEALANT DEPTH MIN. (TYP.) 1 SETTING 8lOCK L AT POINTS ( C' 1^ w Ili n C r, I <fG2)� 1 \� FL # 15920.1-R2 ce 0 jo; fi zZR a� x V) Q O � M 8 415 WN N 15-2370 ...................1.2 6 9 .................... I' m 3 i 0 � LJ3 i 0,185 3.033 7 NOTE: 1At PART s14 IS NOT REQUIRED WHEN USING THIS EXTRUSION 1 - 0.420 .._... 175 0.025 o R 0.070T_�0.030 0.02&��.. } - 0.080 0 1tf`�� U) ✓: . ... . . ... % .. % .. . . . . . . . . . . . . ... . . . . ... EXPOSED SURFACES • see • • • • • Go rn 0.0% N 1 i �D O C ti � M Ir'0.095 0.050 t G t 1.139 0.05a.._... t n _...... 1.000 i I 0.270 0.1251J —t —ter �- �Qo i J O 12) o 0.02a{ _,.... 1..._ }}� 0.080 b.lao NOTE: 0 EXTRUSIONS NOT TO SCALE. 0.813 � O 0 �— I L- i- 0.090 FL #15920.1-R2 N-A 15-2370 scup: WE IVA rAM oOCNTmW: �8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... N47ROOV.E. • • • • • • • • •• • • 'No Pf \� • • ••• • ••• •• i/ _ _ (FRAMES OF NON RECTANGULAR SHAPES SHALL q1 O ST ?::p S p= \ \ BE V96DED TpGETAIER jN• • • • • • / ; GCS .. < r{ a \1 I LIEN OF SCRBW �S�••PLINE i i o • • • � � 5/d �� % ASS ftLCMP.�• • • • • • � w i i \, r • • • • • • • • • i Q >in �9=Z� 1 4 Rmd Og UJ i JJ n I' i1,2 O 9 Gi \ / J m / 0 w/ no s� ?xp `. ' SEAM SEAL MAY HAVE TO BE " j REAPPLIED IN THE FIELD '$1 BEFORE INSTALLATION OF y WINDOW, INSPECT ALL JOINTS TO ENSURE A PROPER SEAL I' U) Q I 3 �% /� /� ��/ � `�� `��� r I OOVIN7Mf.l0�lm•KOCIeI 15-2370 ws FL # 15920.1—R2PAW «t of —`#8x 1' GRADE 2 SMS //' (FOR 90° CORNERS ONLY) O . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . _ 41 7/8- • • • • • •I • • �E•WY)TH • • • • • • 6 M47(•� •H • 1LMkx • SURFACE APPLIED HEA • • HEAD/61W, •, i• G°i/S - FALSE MUNTiNS COI CORNERS I I MAY BE USED (� n = ',. GLASS D.L.O.DIMS. D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 14,875' D.L.O. WIDTH (X DOORS & 0 PANELS) - FRAME WIDTH - 11,875" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 20")/2 LOCK OPT1( SEE SHEE -._......... .. _. __ ......... --_- DOORS/SIDELITES ARE RATED FOR URGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED SF L --2§f-_ �1 ILIUM FRENCIT H D00% W/ SIDELES APPROVAL APPLIES TO SINGLE AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. 1 I \ �r I .I I I I II it it ll___1 it 11 I I II ly tl / it j II 30" D.L. V 38 5/ LEAF W'. TYPICAL ELEVATION ( x ) SINGLE LEAF DOOR SHEET 5 11WZRI M01 .11106m HEAD/SILL ANCHORS AT STILE ENDS-• (6) AT 3' O.C. 80" FRAME WIDTF :� 3" J/SILL 1 t�T1P. PNERS ( . j t\AJ �9-- I \ I I / E I xxI Qlm \LOCK OPTIONS 73 SEE SHEET 5-\, \ 1 \ 11 f \ I I I I! B i INACTNE -- ....._.... ACTNE -... _.._..._.-..................... : 30" tI I! 11 J 29 7/8" ! m \Z o D.L. OPG. D.L. OPG. 38 5/B" 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( x x ) DUAL UA DOQR A- CONTWTOR TO BE RESPONSIBil.' FOR THE SELECT". PURCWSE AND iNSTALL.AVON OF THIS PRODUCT BASED ON ITIS PRODUCT EVALUATION PRCATDED HE/SHE DOES NOT DLVWTF FROM THE CONDITIONS OETAREO ON TMS DOCUMENT. 8 -1MIS PRODUCT EVALUAI-4 DOCUM'r.NT *11A HE CONSIDEWO iNVA11D 10' ALTERED BY ANY MEANS. C- S.TE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLCRIOA RECISTEREO ENGINEER OR ARCHi cCT WHICH MLL BECOME THE ENoWEER OF RECORD 'E.O.R.) FOR THE FROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER. OF RECORD, ACTING AS A DELEGATED ENCiNEER TO THE P.E.D. ENC-EER SHALL SUiM T TO THIS LATTER THE SrE SPECIFIC DRAW S FOR REVIEW. D- TMS P.E.O. SHALL BEAR THE DATE ANO ORIGINAL SEAL AND StGNATUPE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED 'T. m _. q F 1. M QZ E;• y 9; a � 0 tam p Foo q 2 IU m 0 IL aW�€� ?! U -J 41 0 0 O O m O�Q i NO im �.LL 00== m i 'pmo C 3 N i 3aom e� O :i 0c a a�i v E 0 �I FL #21855 ```-�111T t11fy(���` Ah oIa �I f` - drawing no. 15 Q -•., 8 �7�i�t£7Yl3�41�1��`/ sheet j of 161 Sealed:12/14/2017 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ANCHORS AT MULLION �� ;. HEAD/SILL ANCHORS AT 4', 7' & 10' FROM END OF .So; • •• • AT•TILE ENDS• • l FRAME AT DOOR AND SIDELITES • • E DTH • 06) Air3' 0.�. • • • � TYP. AT HEAD/SILL ........_.._ ..... — � .—.._._f _ g_• ...—_ •._ ...1. �1 1/4' MAX • • • • 1/* MA( • • • Z q 13 �..'41 7/8- 1 r__........_...._ _........ • • • • .._..._.__t..._•_a:, H,- • L .e0 h q I SIOELRE FRAME WIDTH it XX DOOR FRAME WIDj#'1 i PAME WIDTH _ 4 g 6' MAX. 3' i 15 MIOC. SURFACE APPLIED c� �` HEAD/Sill TYP. HEAD/SILL j� - FALSE MUNTINS CORNERS ! \/r l �A i , • -' • • : • • •'i •'`, • • MAY BE USED j / p0C \., SHEEP' 45 SEE SEE SHEETiS tL__. C1, // I\E iE.\ Qwai J ! E l i L. C_----� I I t , ifi! m U O E DIY W T < Y �O O.I.. W \ LOCK OPTIONS _ o \SEE SHEET 5 0'� L oz o i ^t ' v B \.J � _........... i F i ._.._i �I ... � INACTIVE _ ACTIVE Ij N K 30' 30 29 7/8' i j _—._--.,_— _._ I,, ....._ __ _ _._. 36" �� O.L. OPG- i D.L. OPG. D.L. OPG. O.L. OPG. 3 38 5/8" g f j 38 1/B" _, LEAF WIDTH 38 5/8" 38 1/8' I ` �..._...._....__LE4F �WIDTN _____. LEAF WIDTH LEAF WIDTH a I u TYPICAL ELEVATION �+ ( OXXO ) ai coil �: 0 0' S[.DELITE$ S1nEL QP—T IC?N E I o a: Ili. Eo .............9.................; drowin no. FL 21855 �, 0 o Sealed:12/14/2017 •• •• • • • •• •• • • • ••• • • • • ••• HEAD/SILL ANCHORS ANCHORS AT MULLION �Y i3i • • / _AT 4"• 7' R 10" FROM END OF :S • • • s F �) +T 3; D.C.• • TYPE AT DOOR AND SIDELITES —f-/—y • • • TYP. AT HEAD/SILL E•WID •� • • • • • • • • T.: F ; M a z SURFACE APPLIED I p ` 0I �-- TiNS MAY DE USED (V o Ci v gam LL gl so 0 IL �gz�{ O Z m aW�f� f,..............__..._.._..._........., J O rn O o 0 X c y V O N Sao Z Oco v a O M u` HN O A � ~ N it mW O SIDELITE WIDTH LEAF WIDTH 38 5/8 c WIDTH............_._. � H v TYPICAL ELEVATION OXXO — ( ) o o WITH DIRECT SET SI urrEs u o c SIDELITE OPTION NO. 0682 a� A OF drawing no. FL #21855 6" MAX. 46 8/16" • � � � • DOOR FRAME WI • • • / HEAD/SILL i TYP, 15" MAX. / CORNERS Sealed:l2/14/2017 41 7/8' TYPICAL ELEVATION ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 5 SINGLE LEA,F.,. DOOR ._IYITH._SI.NGI.F.,._H...VKGiI.D�,� ,[2'(' S.H. WINDOW INSERT OPTION . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . . . . . .. . . • • • fI NIINDM4 WIDTH • • • • • • • • 28 • • • D.L. OPG. (FIXED) 10 1/2' MAX. S' MAX. HEMS • • - • • • • • 1SEAD/SIL • • • • ••• • • • • • • •• CORNERS • m w N Z to d 3 = n 00 m 20 MAX. X, m w �Z SILL � O � U 26 5/8" OPG. (VEND 28 7/8" NOTE: SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR, Dp = +65 —8O PSF * EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD FL #21855 Sealed:12/14/2017 v!1 q drowing no. W15-30 DDDR WTDTHI I \ wj i I f a� I f/ i _ ACTIVE (X) . . ... . . . ... .. .. . . .. .. . • • • • •• • • • •• ••• • • • • • • • • • ••• • • • • •• • • • • • • • • SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPES 'A' OR 'Al' GLASS TYPES 'B' OR 'B1' EXT.(+) INT.(-) FEU.(+) TNT.(-) 42 109 80.0 1 80.0 100.0 1141.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF LOCKS: STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 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 N2 MULTI -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) #12-28 X 2-1/4" OH MS METALLIC STRIKE PLATE AT 40" 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) %18-32 X 1 /2" FH MS (FLUSH BOLTS AT TOP k BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERERIODS OF HURRICfWE WARNING) HINGES DOOR_WID t \ W \ t INACTIVE ACTIVE (XX ) DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF GLASS TYPES FRAME WIDTH FRAME HEIGHT 'A', 'Al', 'B' OR 'Bl INCHES INCHES EXT.(+) INT.(-) 80 109 80.0 60.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF 7-5/8" LONG ALUM BUTT HINGES, AT 12- FROM EACH END AND ONE AT MIDSPAN OF LEAF. PTION 3-1/4" LONG ALUM PIVOT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH 2 1/4-20 X 1-1/2" MS FASTENED TO PANEL WITH 2 5/16-18 X 1-1/2" MS SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SIUCONE. FRAME MDTN, i W i i f I ACTIVE SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF GLASS TYPES 0 DOOR FRAME WIDTH FRAME HEIGHT A', 'Al'. 'B' OR 'B1' INCHES INCHES EXT.(+) INT.(-) 42 109 65.0 80.0 GLASS TYPE 'F• • S.H. WDW EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STO. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF J 1 ,O O m a D O O M >< �02 j 0= Tydm m .a OZ c N ti 00)aER y( .20- NOTE: j" GLASS CAPACITIES ON THIS SHEET ARE I BASED ON ASTM E1300-09 (3 SEC. GUSTS) is a AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 io mo L: c: \ w n i ';`ass' • .°" j I �1//\1III% W15-30 FL #21855 % sheet 5 o Sealed:12/14/2017 STATIONARY PANEL (0) OR DOORS WITH SIDEUTES DESIGN LOAD CAPACITY PSF PANEL/DIRECT SET GLASS TYPES, 'Al', 'B' OR Ble FRAME HEIGHT DOOR W1DTH SIDELITE WIDTH -A'. EXT. (+) INT. (-) 0 INCHES INCHES INCHES 41 7/8 EXT.(�) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD- THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF NOTE: FOR noonu o^pacmcs scc sHco 5. FOR oocuTECAPACITIES SEE CHART ABOVE. m~cn vwmcs FROM noon OR o/ncurs CHART WILL APPLY TO cwnRc SYSTEM, ° ° ° ° °° °°°°° ° =° ^ ° ° mor� ° ° °o�s�c*p^��c Q��«n SHEET ARE ° ovs�) ° ~ fp LiWIDT PANEL SIDE LITE � � = (`^) (u,) ;IDEUTE W. DOOR W. SIDELITE W. DOOR W.. /mm� �mm� FL 14070592 Sealed: 12/14/2017 . . ... . . . ... .. .. . . . % .. . . . . . . . . . . . • . . ... . . . . .. . r--3/16" HEAT STREN'D GLASS • • • • 3/16' HEAT STREN'D GLASS • • • • r-1/4" AIR SPACE • • • • • • • • • • • •• • • • • • • • • 090' Intenayer \ 4 1..-3/16" HEAT STREN'OeGLASS • • • • r�/1�' HEAT S:tEN'D Saflex Clear And Color Glass `By 'Eastman Chemical Co.' ` 1 • • \ S ` ..0 0" intarloyer • • • ` • .090" InArtAr • • \ ` Soflex Clear And Color Glass ` V By 'Eastman Chemical Co.' ('SentryGlas ` tBy 'Kuraray America, Inc.' i 3/16- HEAT STREN'D GLASS SILICONE \ V\\ 3/i6" HEAT STREw'� GUI HEAJ STREW GLASS I - ��701 • SILICONE • • • • • • •\R, 1�/0 • • 1•` ,• *IUCONE GE CE RGS7701 • • • • CE 1200 • • • • • • • • •,r, • i GE WOO7701 ) � /I • g • • � • • •, i • •tl • • � .-t,,�,t, III \\ vw� 1 I g `'�--`ALUMINUM li q l — 1€ W / SPACER w \ W \/ /8 SMSl W /J / AT 4-1/ 2" FROM ENDS AND 10-1/2" O.C. 39 AT 1/4 POINTS ALL SIZES GLASS TYPE `A' GLASS TYPE 'Al' GLASS TYPE 'B' GLAZING OPTIONS GLASS TYPES GLASS TYPES A' OR'B' (ABOVE) c, 'At' OR 'B7' (ABOVE) SILICONE ,\-CE RGS7701 w t\ SILICONE GE RGS7701 (GE m GE 1200 1200 0 \� 39}WIDER THAN 36' JAT i/4 POINTS ON LITES t39 A7 1/4 POINTS ALL SIZES GLAZING DETAILS AT FIf SI )XX.. -3/16" HEAT STREN'D GLASS t 1/4" AIR SPACE ,t 3/16' HEAT STREN'D CLASS i } 090" Intenoyer SentryGlos By 'Kuraray America, Inc.' \\ 3/16' HEAT STREN'D GLASS SILICO.-GE RGS7701 \5 t t GE 1200 l ;1 t m c r, 0 _ALUMINUM SPACER 4 kL" I /8 SMS j AT 4-1/2" FROM ENDS \ AND 10-1/2- O.C. �39 AT 1/4 POINTS ALL SIZES 1/8" HEAT STREN'D GLASS 090" Intenayer SentryGlas VBy 'Kuraray America, Inc.' i/8" HEAT STREN'D GLASS SILICONE V ('GE RGS7701 '1 ! GE 1200 GLASS TYPE.__B1' GLASS TYPE `F' (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) I (` No. 70592 ( �0, OP drawing��O) FL #21855 \'%; ��ldAL1\�meet 7 Sealed:12/14/2017 TYPICAL ANCHORS EDCE DIST. _`y /^-SEE ELEVATIONS FOR SPACING ALTERNATE A.r n �i /.✓-ANCHOR LOCATION I �f jJ I MIN. BOLT . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 1BY WOOD BUCK EDQ9 DIST. • }/-(SEE NOTF•SHEET j) •`� a• ,• • • • EDGE • • DIST. • ri iY • • • a 4• TYR�N. AycHORs * • • • • • TYPICAL ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 0' O In 2i SEE ELEVATIONS I AND TRANSFER THEM TO THE BUILDING STRUCTURE. O c p ^ FOR SPACING METAL 0 I O EDGE / STRUCTURE Q W j U. a w 1/2" MIN. 29 OR FLUSH BOLT-\19 PENETRATION 16 ifi 28 2 ? jg y N jN ALTERNATE \� 6 3/8 x 3/8., -77 WEEPS_ Q v v 1S/2 FROM ENDS °'� TYPICAL ANCHORS TYPICAL ANCI ° �t --SEE ELEVATIONS t-SEE ELEVATIC EDGE DIST. EDGE DIST. --_------...--.....-- FOR SPACING ." . _ _ ..... ......_— FOR SPACING HIGH THRESHOLD STANDARD THRESHOLD APPR'D FOR WATER RESISTANCE APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 58.0 PSF LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) SI BY BUCK 00 TRUCTURE �� �_ ..._.. nl v_11 (SEEN MEET I) Z a # \\` Q h IZ I • 019 IL WOOD BUCKS AND METAL STRUCTURE NOT BY ASSURA WINDOWS 06Fgh W v o In TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 8 ALTERNATE IL, TYPICAL ANCHORS: SEE ELLV. FOR SPACING CL 1/4" DIA ULTRACON BY ' ICO' (Fu=177 KS), Fy-155 KSI) t i INTO 28Y WOOD BUCKS OR WOOD STRUCTURES Q Z. m £ 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) W ^ u THRU 1 BY BUCKS INTO CONC. OR BLOCKS I CU '^ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) J 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) vi .- In DIRECTLY INTO CONCRETE OR BLOCKS I O 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) s. p o i 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) ar"1j I/4" DLA TEKS OR CIF DRILLING SCREWS GRADE 5 CRS INTO F.B.C. APPROVED MULLIONS 3 c ? DR 0�daN INTO METAL STRUCTURES (HEAD/SILL/JAMBS) o m ti g (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 3 CL 0 m I ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) Oz - n STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) C, M (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I pf aE ,$ TYPICAL EDGE DISTANCE — Q.� INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. i i WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS Vc - 3000 PSI MIN. j j C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. I ti TYPICAL ANCHORS EDGE DIST _ SEE ELEVATIONS -----------�---� FOR SPACING LOW THRESHOLD NOT APPR'D FOR WATER RESISTANCE OPERATING UNITS No.70592 - ' A••'. OF ,,� drawing ` na. W 15 Va30 FL #21855 Sealed:12/14/2017 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 3/6" MAX. ALTERNATE SHIM • ... U • • • • • •• �D SHIM ANCHOR LOCATION • • • • • • • • • • METAL 3 • • • • 0 • • 0 • • • . 3 , - WOOD BUCK Z 3A STRUCTURE !• • • • •• • • • - , 0 M ACTIVE LEAD • • ' H I TYP,CAL ANCHORS r 16 i �iI 3B SEE ELEV. 1 r` 16 _ _ _ O p O FOR SPACING ' ---- OU a • • • • • • 000 • • l LL W¢ j T 21 \_ TYPICAL ANCHORS 0 .6 b a 16 �_--^— EXTERIOR �- FOR sa clNc m W i ��— w ALT. FRAME JAMB - — i ZZm� ..... ......... __.—_ DOOR FRAME WIDTH SEE LOCK OPTIONS SHEET 5 ..I 6' MAX. N O 3 MAX- �II O r SHIM 3 j; � v 3/SHIM \`C \�_ MULTIPOINT LOCK—�—__.. oM • 3 \\ L .. � W MUCK _.-- - _ j o ` 28Y 000 IN -ACTIVE LEAF ACTI6'E LEAF ROOD UCTURE C y TYPICAL ANCHORS I O m SEE ELEY....,, 1 I \\ tl - FOR SPACING i 4 C, ` ( 1 \ I tli E ._.._. ....... _.. J jam_..._ _ J f _ \ �a y / 1 I . . .... . ... 21 6) TYPICAL ANCHORS o a r _ LEAF WIDTHr..._,_ EXTERIOR j j -SEE ELEV. i LEAF WIDTH FOR SPACING _ ... _ ! '-BUTT HINGES SEE LOCK OPTIONS SHEET 5 IVOT HINGES i (SPEE HINGE OPTION SHEET 5) I ................ DOOR FRAME WIDTH Ic y i I io of ; OPERATING UNITS d � 1 ' o n �- ido.78582 ST ' drawing no. e FI, #21855 �''•,;®Iilfi,4.����—..._....._. 111T sheet g of16 Sealed:12/14/2017 TYPICAL ANCHOF su PANEL SIDELITE..._U..N.I..T_..-(STD. THRESHOLD) .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . ALTERNATE LOCATION • •CANCHOR • � ITtCI • • • : • • • • • • (3D . • • .. L- •• • • • ••• •• .. . . . . ALT. FRAME . JAMB ... .. PANEL SIDELITE INSTALLATION DETAILS #10 X 1" PH SMS 3/8MAX .. (�-\ AT 4" FROM ENDS-- SHIM - � _ \ H 010 X 3/4" PH SMS AND 16" O.C. MAX. f AT 6" FROM ENDS \ �,J I / AND 24" O.C. MAX. • _ __. 1___.._.._..,._........ _mm____._..._ LL ANCHORS SEE EL% ' J DR SPACING r � TtiEJCTETtI0I2 LEAF WIDTH SILICONE -� PANEL SIDELITE WIDTH 1 1/4" ALTERNATE a S " • 'EDGE cDFST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNIT (HIGH SIDELITE UNIT (HIGH THRESHOLD LEAF WIDTH RM HINGES PANEL SIDELITE UNITS „ c -I c PP. ABFg�'� i� v t\CENB�c''• i.. No. 70w ......—, drowing no. FL #21855 `fjlljj111�� `sneett0of16) Sealed:12/14/2017 ° ° ° ° ~ ° °°° ° °°° °° ° ° °°°°°° ° °° ° ° ° ° ° °= °° SEE ELE FOR SPACH FOR SPAONG DIRECT SET SIDELITE UNITS �_��,,, X. DIRECT SET SIDELITE UNIT Sealed: 12/14/2017 . ... . . ... % .. % . . . . . . . . . . . . f'-----__- 4.000 _�-.i 12 .060 _ 093 �_..___..JJJ r.062 j 1�r.- Tom, I 2.375• i....... t • ....WA • • ♦ • • • • -s •" .062 • 0 • 11 )) • 2.375 � 3321.843 - FRAME HEAD .090 • • • • • }-fi,NEL CWIN* 6I40 • • -1.843 SIDELITE HEAD/SILL8.250 • • • • •GW-30769 2,375 ---j • • • • • �'i 2•Z •• �- .._. 1_- _ 4.000=21f 25...0.310• �; GW 37888 L0,57Z7Z CENTER HINGE.._._.. 7t5O50 1.7997 i I LL Z N g I .IO<JI 2 2.t25 �--� F.i25 SIDELITE GLA2tNG BEAD (INSUL. LAM. GLASS} - �8lPIVOT HINGE____FT 12 ............... J'. 0.248 _ ? U I vl _250' �3i DOOR JAMB/SIDELITE FRAME BA5499 19� DOOR C TM-29236 BOTTOM RAIL �BJ572J GW 37889-A OUTER HINGE HINGE PIN 281 �, . .062- STD. SILL ADAPTER i?As799 j" I IY-.1Z5�_� --� 2..-.;_ ' 1.000 .500' a...... i MID 125 d 1,376 RAIL CORNER CHANNEL ; % O �0 o v o M ,� o ! 625 r.asz .. .09... 1.750-.. 3 �� 1 625 I t.7� l._._. _. -- - i L.3 F--..._......._.._._3s8r__........._....__; �-�..{ -.655t I ,.03o 9_ LOW THRESHOLD 697DKQ _...__3.875 _. _._..___..� .635 h-- I ,.658-1 i..............: t.2.75 I C o N m ' 3a m °c -.062 4.000 4.090 HINGE CAP 250 1.829 fir, a L5) DOOR HINGE STILE 32995 10 x t 2" � / % (`F.H. SMS `29 HIGH SILL ADAPTER TM-193TM I !, 1 1.865- ... ZE Y,{ t� 0 '- Q •- a � .562 p Y 0� 2000. fl �---�i -- 2.157 i� .125 - - INSUL. 4.530 GLASS PANEL ADAPTER iM--i94 i F DOOR TOP/BOTTOM RAIL TM-32994 "-�' l..._.. _. 1 2.040 i.750 o " o I N 3.500 0 11 7.689 F gx L oo 11 .}_,- .625 T- 1.595 -� 062 I ., 67 930 ._ 1i.......... 5F ° Y I :o - 2225555 7 S --I o60 '- ._ 1.57 C I 075 625 -" I I po 2.0� p L..._.l ._.._._. (� }»...__ .. 4.000 FRAME SILL STD. 8Ab%97( ) - H MULLION SILL COVER ter iM-121A Tee-180- -1 { 375 t1 ,1 -_..._. _ .._.....- .. 4,000 - - 2.iZ6 -; 7 WEATHERwS3RI8P ADAPTER ACTIVE LEAF LOCK STILE TIM �J BUTT HINGE d-- .Os2- I ! 4.000 r 1.988 .999 I.... L 2 f`� � AN, j,� S� ''•. ,00 o I I �,_-..__. ..._.4.6591.0937..._ ._.. -- ' .075 ��. 040 1.750 3.740 ^{ 207 ..:_r. J rl n �I ,' EI 1,287 1.554 .300 -. 125 71 .050 _ u J Y-- -- 1.799 35j .825 t-4.000� f ........ 2.011......^1 ..a .779 �- ` I I--i.750� 3B �,� ' drawing no. SlDELiTE GLAZING BEAD (LAM. CLASS iM-157 INACTIVE LEAF LOCK STILE 4^ TM-36o48 �, REINFORCING BAR '�J TM-182 ALT. DOOR JAMB/SIDELITE FRAME ALT. FRAME COVER FL �. s ......°!'' C�®��� #21855 `�%`�A�"t11y �� W 15-30 Lsheet 121 00 61 EA 8A Sealed:12/14/2017 . . ... . . . ... .. .. . . . .. .. . • • ••• • • • • ••• 099 1 FRAME HEAD 797 1 FRAME SILL OKB 499 1 2 LOW THRESHOLD FRAME JAMB AS REQO ._. ALT. DOOR JAMB/SIDEUTE FRAME �! _ A AS REGO _....... _ ........... ...... ... ALT. FRAME COVER 172 1 ACTIVE LEAF LOCK STILE 6048 1 INACRVE LF 1F LOCK STILE 2995 ; 1 PANEL HINGE STILE —_ 2994 1826 I 1 4 PANEL TOP/BOTTOM RAIL WEATHERSTRIP ADAPTER 107 3/ LEAF BUTT HINGE 3/ LF.Af PIVOT HINGE 769 AS REOD. SIDEUTE HEAD/SILL U22 2 DOOR LOCK INSERT 4808 2/ LEAF PRESSURE PLATE TIE ROD 202 21A __2/LEAF .. ..... _.. AS REDD. FLUSH BOLT _ASSEMBLY -- .......... ............ 'H' MULLION 01 AS REO'D. FOAM FILLED BULB W'STRIPPING B4 AS REO'D MULTI RAP FOAM FILLED BULB W'STRIP 11 AS REO'D. i FOAM FILLED BULB W'STRIPPING__ iF 2/LEAF _ __ _ FLUSHBOLT CUM LOCK STILE ENDS i236 t PANEL BOTTOM RAIL AS REGD. I J10 a 1/2" F.H.UNDERCUT SMS 2/LEAF ^� 1/2"0 THREADED ROD. WASHER & NUT DEAD BOLT LOCKING HANDLE .. 1 _ ..MULTI 36 _ ..... __ ... POINT LOCK """_ _.. _._ ..... _...... . DUST PLUG (OPTKXJAL) AS REDO. /10 K 1' P.H. SMS. (ASSY. SCREW) '98 �I AS REOD. STD. SILL ADAPTER 180 AS REOD. _ _- 1 HIGH SILL ADAPTER (USED WITH STD. S _. .. _.. SILL COVER 182 LOCK STILE REINFORCEMENT _. 57 4 SIDEUTTE GLAZING BEAD (LAM GLASS) 4 sIDEa GLAZING BEAD (INSUL. LAM. G S5A OPTIONAL PANEL GLAZING BEAD 94 - .........._ ....................... INSUL GLASS PANEL ADAPTER AS REDD. SETTING BLOCKS (1/8" X 3/4" X 4" L I- V0 R1AL MA:NF./SUPPLIER/REMARKS 7 _TO I 1 -TB 1 —TO .. .... ... .._.... .. .._.._... q -TO -TB - . .... ._. .-..... ....._._ _ _ _._._. -TO I q -T6 " -T6 -TO END OF DOOR STILES (TOP/BOTTOM) a O i ......................_......._.YAN..........._...............__..._..._....__.__-.__ -TB wLU&Assoc. g O -TO LOIRA T6 -TO 1 LOCK STILE -LL g j �I NUN SULLIVAN & ASSOC. __�_ Q W Aaii �y T6 _J .187 X .250 T-SLOT , I _ 187 x �. .350 r-sLor -TO M & M PLASTICS I ;l 99; 78 cs Ali0 O •L AT RUSH BOLTS y - j �v O� 1 TOP/80170M END RAILS KWIK SET ACTIVE LEAF 41 FROM BOTTOM ! g 1 3 c OC DOOR JAMB INSTALL. SCREW HOLES .I O t a 1 DOCR FR4AIE MEMBERS/MULL CUPS ro § y 1 T� 3ao� -175 N 0 Z Q o M T6 -T6 SIDE LITE GLAZING PERIMETER -TB SIDE UTE GLAZING PERIMETER- ......... .._._................................. .............._... ..... .........._..._........... ! I -T5 _ .__.._.....""'__._....__..__�.._._'--'____ N OUROMETER 80t5 SHORE A � i DOOR COMPONENTS , ;o FL #21855 Sealed:12/14/2017 droving no. 11 W15-30 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING °ALTE °°° °°° °° | Lwmm-vrFHom SEE ELEVATIONS FOR SPACING \_TYPW�AL ANCHORS FOR SPACING FL #21855 Sealed: 12/14/2017 dro�no, VY15—JO . . ... . • . ... .. .. . . . .. .. . . . . . . . . . . ••. • . . ....... .... I 3/8' MAX. • • • • • • • • • • • • Lm SHIM • �fF• • • • • • • • • � � I/t0 X j-t :,Is ELEV• • • • • MAX. Q Z q '•' 1 L FOR SPACING NGON• • • • 3/ • • • • • • i..'1 8" h �I VENT WIDTH . 2BY 1�000 BUCK _ .... �3 '. SSS\\\11TRRR OR/ • • •�• • T� G• • • ..� -..._ _ 4 TYPICAL ANCHORS u IL w1.1 OoO \ CTU� 16 ��"�-I • i • • • • • • ! 2 1f '• r SEE • • • • SPAC 7.1 • I 74. 76 i FOR SPACING � _ L�u1 � 1. ! •..._ .. 7 • • ••• • I � g 21 JZ g 3 EXTF.RTOR I ( w Q W • £ .� TYPICAL ANCHORS f / \..... - 5 I ..._... �C SEE ELEV.-t r/ --- 5 - D.L. OPG. (FIXED) FOR SPACING -' HINGE OPTIONS LEAF WIDTH .. SHEET 5 Gt .DOOR FRAME WIDTH 0 v C) I SEE LOCK OPTIONS .6 r7 SHEET 5 fq m U- c I OLv m 3 8" MAX. 3/B" MAX. oa o SHIM SHIM /�\/ 30- m - O Y °J C METAL } I i C} I WOOD BUCK F r M p- STRUCTURE --..—..___._.�._........... —� ACTIVE LEAF s r �0 TYPICAL ANCHORS to i i( •' .........................._; ` > SEE ELEV., 78 - , FOR SPACING 7E - TYPICAL ANCHORS cCi t i ' I 76 l.. 2�� ,. -�- ELEV. mi \\\ EXT'EK10K 4. FOR SPACING m 5 I i jIj - L LEAf WIDTH pi m y I l FRAME WIDTH m i.; . i SINGLE (X) OPERATING,_ UNITS,..._Wf..___S.H. WDW. ���Qs'•., •� `� drawing..-no.� FL #21855 �(i�► �� sheet j 5 of t $� Sealed:12/14/2017 . ... . . . ... .. .. . . . .. .. . . . . . ... . . . . . . . . ....... .... � 748� • • • 2-^y • • BBT7 ��... .�2 _�, 1�•130f • -...i • • • S�� • • `8T316 • .6251� _ • • . • • _._ 1.875 ---I FRAME HEAD t7 �� FIXED RAIL REMIR . ANSLC --{.750�• • • • . • • • • A95 1.000 1.70.9 i_...... 2.541 •.i d .937 II I--( h--1.563 FIXED MEETING RAIL 11WI) DOOR STILE REINF. -� 1.750 658 4D �.- r -� . 750 062 rmT..__....__. ._....._. __.........._I .1.._._..._,.. _ _. 1.125 - -'0 7.582 - 750 F-- v SASH SIDE RAIL STD. VENT TOP RAIL .882 '062 .874 i'........__....................._... .._7. 617 SASH LATCH —3 060 2.725 2,250 3 II -�1.750 L VENT BOTTOM RAIL I .877 1.675 f 91 055 FRAME JAMB — 2.050 2.826 062 I .662 - - ��-1.937 FRAME SILL ITEM E PAW / REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1.1 OW-31798 / FRAME HEAD 6063-T6 - .21 3.1 TM-117 __..._..2 1 1 FRAME JAMS FRAME SILL 6063-T6 8063TB _ i - 41 5.1 GW-36123 TM-113 1 1 FIXED MTG RNL- STD. VENT TOP PAL 6063 T6 6063-TB - - 6.1 TM-172 1 VENT BOTTOM RAIL 8063-T6 - 7.1 GW-31802 2 VEHT JAMB 6063-T6 ._ 8.1 TM•-115 2/VENT ........... SPRNG LOADED EGRESS LOCK O 6' FROM ENDS .... 6063-T6 8A.1 9.1 - - 2/VENT- AS REQD. .LATCH LOCK O 8" FROM ENDS GLAZING STOP ANGLE CAST ALUMINUM - - 101 2 VENT STOP (5-1/4 LONG) PLASTIC - i 1 7 2 SPIRAL BALANCE - CALDWELL 12.1 /S.1 WV73045 4 AS REQD. VENT GUIDE j BULB WEATHERSTRIP PLASTIC VINYL - - 14.1 W43201 ; AS REQD. FIN SEAL WEATHERSTRIP WOOL - is, 1 W43371 AS REOD. FIN SEAL WEATHERSTRIP WOOL - 16.7 - 1 'FRAME/VENT ASSEMBLY SCREWS CRS /10 x i" P.H. SMS _ 17.1 - -.._ 18.1 --_ qiP i I FRAME TOP CORNER O q n �1 got � 0 6,ti a a° 0 008 It 022 a� LL = N O J 14. E le - ;FIXED RAIL REINFORCING - J (� - � DOOR STILE REINFORCING ,ALUMINUM ALUMINUM - S.H. WINDOW COMPONENTS O o a V C # 0 no m Y o i �a- A 1 6.1 I 16. AM BOTTOM ORN R VENT BOTTOM CORNER FL #21855 1 i n Na ifi562 0 • o f a . ink'• 5^( r.drawing o no Sealed: 12114/2017