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665 Sailfish Dr RES21-0116 DoorOWNER:ADDRESS:CITY:STATE:ZIP: BRYCE BROWNING 665 SAILFISH DR ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: JEFFREY A KERR CONSTRUCTION PO BOX 991 STARKE FL 32091 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171225 0000 ROYAL PALMS UNIT 01 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 665 SAILFISH DR RESIDENTIAL WINDOWS/DOORS ONE DOOR $3000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $70.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $35.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $109.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 4/21/2021 PERMIT NUMBER RES21-0116 ISSUED: 4/21/2021 EXPIRES: 10/18/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 4/21/2021 PERMIT NUMBER RES21-0116 ISSUED: 4/21/2021 EXPIRES: 10/18/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION DESCRIPTION ACCOUNT QTY PAID PermitTRAK $109.00 RES21-0116 Address: 665 SAILFISH DR APN: 171225 0000 $109.00 BUILDING $70.00 BUILDING PERMIT 455-0000-322-1000 0 $70.00 BUILDING PLAN REVIEW $35.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $35.00 STATE SURCHARGES $4.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R15589 $109.00 Printed: Wednesday, April 21, 2021 4:17 PM Date Paid: Wednesday, April 21, 2021 Paid By: BRYCE BROWNING Pay Method: CREDIT CARD 446991996 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R15589 ~+; CENTRALSQUARE Building Permit Application ~ City of Atlantic Beach Building Department 800 Seminole Road , Atlantic Be ac h, FL 32 23 3 Updated 10/9/18 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone : (904) 247 -5826 Email : Building-Dept@coab.us Job Address: C:,fu ~ (\ \ \ :t \ &':c~-f Perm it Number: R £S Z \ -0 \ ( (o Legal Des cripfa>·n Ne ~ b"O"+ Doo [ RE# l J l 9', i 5 () 0 Of) Valuation of Work (Repl acement Co st)$_~~"'~\~---Heated/Cooled SF \ I 00 Non -Heated/Cooled ____ _ • • • Class of W o rk : □N e w □A dditio n ):0.iteration □Repa i r □Mov e □D e mo □P oo l □Win dow/Do o r Use of ex isti ng/proposed structure(s): □Commerci a l ~Re si dentia l If an ex ist ing structu r e, is a fire sprinkle r syst em in st al led ?: lffi'es □N o Des cr ib e indetail thetype of work t obeperformed : :SO -'=10 ~ l 7 -d\_$ -d\.q f--__oy.o._l \JCAlih _) odCe 6 I'\ , \--\ L o -\---7 {) / o ch ~ Florid a Prod uct Approval #_-+...,._,___,_.__~l____,.__._ ___________ fo r m ul tip le products use produ ct approva l fo rm Pro ert nformation Add re ss &J b 5. SO..~ I rS \• Ve_ t c k: Zi p 3'.d-~ )5 Phon e ¼O 4 ~~ l u fV' tter Requi re d)---~------------------ Contracto r Info rmatio n Name of Co m pan y .;se; K€,{' Go UI.. I Qu alif ing Age nt ______ ~---~"--~~---' Add ress QO Q,o '( qq I City CiJ ''-St at e f'~ Zip 2 J Q<t I Offi ce Phon e -------~--~~ __ Job Sit e Co nt ac t Numb er q r>Y "l,,}, ~ 133 Sta t e Ce rt ifica t ion/R eg ist ration# [q C. \S \ 9'2 1~ E-M ail _____________________ _ Arc h it ect Name & Phon e# _________________________________ _ Engin eer's Name & Ph one# _________________________________ _ W o r ke rs Co m pen sati o n Insu r er _______________ OR E xem pt □ Ex p irati on Dat e _______ _ Appli ca tio n is hereb y made to obtain a permit t o do th e w ork and i nsta ll ati on s as indi ca t ed . I cert ify t hat n o wo rk or ins t all ation h as com me nc ed p ri or to th e issuance of a perm it and th at al l w o rk wi ll b e perform ed to mee t th e st and ard s of all th e laws reg u la ti ng co nstru ction in t his j uri sdiction . I und erst and that a se para t e permit mu st b e sec ured for ELECT RICAL W ORK, PLUMBING, SIGNS , W EL LS, POOLS, FURNA CES, BO ILER S, HE ATERS , TA NKS , and AIR CON DITION ER S, etc . NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicab le to thi s property that may be found in the pub lic records of this county, and there may be addit ion al permits required from other governmental entities such as water management districts, sta te agencies, or federal agencies . OWNER 'S AFFID AV IT: I cert ify t h at all t h e foreg oi ng inform atio n is accur at e and t ha t all wo rk wil l be don e in comp li ance w ith all appl icable laws reg u latin g con st ru ction and zon i ng. WARNI NG TO OW N ER : YOU R FAI LUR E TO RECORD A NOTI CE OF COMMENCEMENT MAY RESULT IN YO U R PAYIN G TWI CE FOR I M PRO V EM ENTS TO YOUR PROPER TY. IF YOU INTEND INANCING, CON SULT WIT H YO U R LE ND ER OR AN ATTORNEY BEFORE OTI F COMMENCEM ENT. ~ C. (SE:f CootcactocJ ---··Jfif-~?f [.( ·=•~ MY COMMISS IO N# GG 3531 78 ~'.;t . .{f f EXPIRES: Octobe r 6, 2023 :.: ~\~~ [ ] Pers onally Known OR [ ] Pro duced Id entifi ca t ion Ty pe of Identifi cati o n : _____ __,___:=:::...__ _____ _ ',,,-· · · • ·o ••• Bonded Thru Notary Pub li c Underwriters NOTICE OF COMMENCEMENT State of_F_lo_,-,._i _CA ____ _ County of _-1D..--,<.v..:::......,Ve....;c .... ~..l..J,I.-----Tax Folio No. ___.\_7'------'-"\ ~:...,.,~1<....>;S:....L....l..o""'-'6"'46-J-l.OJ-- To W hom It M ay Concern: The undersigned hereby informs y o u that improvements will be made to certain real property, and in accordance with Sectio n 713 of the Flori d a Statutes, the following information is stated in this NOTICE OF CO M ENC~ENT. O \, /1) Legal Description o f property being improved : 0 -~ 0 ) 7 .-°'--'J.,_ C\ G: 1--\. ~e,,\f"\S \Jo (f-l Lo± 1 6)or11 Address of property.rbeing improved : {o b S 5 ½ ~ ) £: { Sh bf';VQ, F ?:\\} General description of improvements: N e. V £02 0±: b o o, Owner: (b r-\Jc.c_ ~ COvJr\ 'Kzr: ' Address: 6 b5 SC{~\ £; S~ J)('~ve, £~~-\' 5 ):}3~ Owner's interest in site of the i mprovement: --"(\~e)"'--'-~~------------------------- Fee Simple Titleholder (if other than owner): __ /V_/ __ A _________________________ _ Name: -------------.------------.------,---r----------------- Contractor: °5 e_ff~y ~. Re.,\" C,,o f\S--\fU u t-~(n +-1 c,, Address: po P;;,o'{.., 90\ l S-4: o..r ¼e £ L ~d--.Oq \ Telephone No .: go~ _1,(,J..-~ l :S--1:ax No: 4 Dl-/~9 -►, oal Surety (if any) _______________________________________ _ Address : _______________________ Amount of Bond$ _________ _ Telephone No: __________ _ Fax No: ___________ _ Name and address o f any person maki ng a loan for the construction of the improvements Name:_....:./v....:......,;_A_,__ ___________________________ _ Address: ______________________________________ _ Phone No: ___________ _ Fax No : ___________ _ Name of person with in the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name:--------------------------------------- Address:--------------------------------------- Telephone No: __________ _ Fax No: ___________ _ In addition to himself, owner designates the following person to receive a copy of the Lie n or's Notice as provided in Sect ion 713.06(2) (b), Florida Statues. (Fill in at Owner's option) Name: ______________________________________ _ Address:--------------------------------------- Telephone No: __________ _ Ex piration date of No t ice of Commencement (the expiration date is one (1) year fro f rel<0'lll:Ja!i~R~ijfffere date is specified): -------------------------,w.;t,---11l---$---.-vi==-i-r,::r.=CJ!!'""'ffl'Pr--41'-- THIS SPACE FO R RECORDER'S USE ONLY Doc# 2021095711 , OR BK 19679 Page 474, Number Pages: 1 Recorded 04/1412021 02 :37 PM. JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 OWN ER ~igned: lefore m )f Florid lotary P f Duval, State ,1y commission expires: -~,..,...,-----::.a.J,--\--F"'-c--½--1!--t--------- 'er sonally Known: --=::-:::=.d.~~'6~:4..~~!L....:~'--7,t::::.....:~.....,....--or •reduced Identification: ~..L.l.....!..!.....::::...~=-..;;=..:....:!.-==----IL..::::_ _____ _ 1. 3. 7. 2. 9. 8. INSTALLATION NOTES: 4. 6. 5. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF+1/2 INCH (LE., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. THROUGH FRAME: FOR INSTALLATION INTO 2X WOOD FRAMING USE MINIMUM #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2" MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. MINIMUM EDGE DISTANCE OF 3/4" SHALL BE MAINTAINED. THROUGH FRAME: FOR INSTALLATION INTO CONCRETE/MASONRY, USE 1/4" ITW TAPCONS OR 1/4" ELCO ULTRACONS OR 3/16" ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4" MINIMUM EMBEDMENT INTO CONCRETE/MASONRY. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. GENERAL NOTES: Trinity Glass International GLAZED FIBERGLASS DOOR IMPACT OUTSWING 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E283-04 • ASTM E330-02 • ASTM E331-00 • AAMA 1304-02 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1 X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE JOINT INTO FACE SHELL OF BLOCK.FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE - MINIMUM 3000 PSI COMPRESSIVE STRENGTH C. HOLLOW/GROUT FILLED CMU - STRENGTH CONFORMANCE TO ASTM C90, MIN. F'm = 2000 PSI. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT. 6. FRAME & MULLION MATERIAL: WOOD OR PVC 7. CLADDING MATERIAL: FIBERGLASS SHEET # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 TABLE OF CONTENTS DESCRIPTION General notes Typical elevations, design pressures Typical elevations, design pressures Typical elevations, design pressures Typical elevations, design pressures Door panel construction details Sidelite panel construction details Glazing details Vertical cross sections Vertical cross sections Horizontal cross sections Horizontal cross sections Horizontal cross sections Vertical & Horizontal cross sections Horizontal cross sections Buck & Frame anchoring Buck anchoring Frame anchoring Frame anchoring Frame anchoring Buck anchoring Frame anchoring Frame anchoring Buck anchoring Frame anchoring Components Components Components Bill of materials Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document nptp· 101 F (IR 16 1 4·77· 11 -(14'(In' - - UJ Fe 12 0 0 u-) (»D MZ < 1-1 UJ |- & D M2 OU 33 (3 to Z 0 1-1 LO 1-1 U.J £X rlri TRINITY GLASS Lt1 INTERNATIONAL TRINITY GLA55 INTERNATIONAL 3365 15T WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 LU 0 Z C Ul Z LU > Z 0 P 21 0£ U lf) LLI 0 UJ 1- .C 0 > cn 0 UJ al LLI 0£ a_ 00 (Y) (Y) U.*4- Z EQH>M 0-2211 -1 DILL_ 0 LU U 000 Z<H '-1 1-1 LU 0 13 R 0 2 01, 11„,.illill,8.: * 8927 4/m E ....-11* 0. f 6-.1-#12: 0 #1*2 .%,ds'...1J1 ·-.'. 4 042% *ps:.00% 1 /0 *lili all,% .- 22 *u xi UZ 0 0 U tr) DWG #: FL-20867.1 SHEET:1 oF 29 0\ C¥D 0\ I I. gg TRINITY GLASS I NTERNATIONAL Trinity Glass International TRINi lY GLASS INTERNATIONAL INSTALLATION NOTES: 3365 ISTWAY S FEDERAL WAY, WA 98003 GLAZED FIBERGLASS DOOR PH: (253) 875-7300 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. a co 0 <Xl ,., 0 (V) r-- (V) ..,. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE IMPACT OUTSWING 0 0 :ft <:t <t 1/) <.!) ..,. MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT z ·O r--1/) z en HC>o ~ INSTALLATION OF THE MAXIM UM S IZE LISTED. <( H w > (V) LC') ...l~ I--...J (V) ~ <.!) 1/) 0 V) co ...J a 1--a... I lL x 3. INSTALL INDIV IDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE ~ ::, z 0 I..) -IJ.. OF ±1/2 INCH (I.E ., WITHOUT CONSIDERATION OF TOLERANCES). HQ ...I al <C I u.. I-~ OUJI...> TOL ERANCES ARE NOT CUMU LATIVE FROM ONE INSTALLATION GENERAL NOTES: 0 'J a: ~ ~ co <( w <( co ANCHOR TO THE NEXT. w Z <( LU r--N o. z ca H CO ..,. 1. T HE PRODUCT SHOWN HEREIN IS DESIGNED AND <( ::!: H Z <( co i:fiH w 0 0 <( H "' 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR W ITH LOAD MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA TABLE OF CONTENTS (!) w "' al ~ c,Z ,., BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN LU <( :::> . <( ~ SHEET# DESCRIPTION ~ a:i UJ Cl LC') INCH . SH IM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. EVALUATED ACCORDING TO THE FOLLOWING: a... ~ w ~ <Xl SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR • TAS 201 -94 1 General notes ~ ~ ~~ :x BETTER. TAS 202-94 0.. • • TAS 203-94 2 Typical elevations, design p ressures THROUGH FRAME: FOR INSTALLATIO N INTO 2X WOOD FRAMING USE ASTM E283-04 w 5. • I-MINIMUM #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 • ASTM E330-02 3 Typical elevations, design pressures <( 1/2" MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. MINIMUM EDGE • ASTM E331-00 Typical elevations, design pressures C) 4 DISTANCE OF 3/4" SHALL BE MAINTAIN ED. • AAMA 1304-02 5 Typical elevations, design pressures >-c:a 6. THROUGH FRAME: FOR INSTALLATION INTO CONCRETE/MASONRY, 2 . ADEQUACY OF THE EXISTING STRUCTURAL 6 Door panel construction detail s V) USE 1/4" ITW TAPCONS OR 1/4" ELCO ULTRACONS OR 3/16" ITW CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND TAPCONS OF SUFFIC IENT LENGTH TO ACHIEVE 1 1/4" MINIMUM FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 7 Sidelite panel construction details z EMBEDMENT INTO CONCRETE/MASONRY. TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF T HE ENGINEER OR 8 Glazing details 0 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 9 Vertica l cross sections H z F INISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK 0 VENEER, AND S IDING. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND 10 Vertica l cross sections V) ~ ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE H a... 11 Horizontal cross sections H 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE STRUCTURE, BUCK DESIGN AND INSTALLATION IS THE > al I;..) MADE OF CORROSION RESISTANT MATERIAL OR HAVE A RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 12 Horizontal cross sections w V) CORROSION RESISTANT COATING. RECORD FOR THE PROJECT OF INSTALLATION. w 13 Horizontal cross sections CL. 0 9. FOR HOLLOW B LOCK AND GROUT F ILLED BLOCK, DO NOT INSTALL 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC 14 Vertical & Ho ri zontal cross sections INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC MEASURED FROM FREE EDGE OF B LOCK OR EDGE OF MORT AR SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE 15 Horizontal cross sections JOINT INTO FACE SHELL OF BLOCK. FROM THE REQUIREMENTS DETAILED HEREIN , A LICENSED 16 Buck & Frame anchoring ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 0 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE DOCUMENTS FOR USE W ITH THIS DOCUMENT IN NON-HVHZ 17 Buck anchoring z WITH ANCHOR MANUFACTURER'S INSTALLATION IN STRUCTIONS, AREAS. 18 F rame anchoring ,,,,,. T ,,,, ~ AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH ,, -+c cJ ,, "' STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED 19 Frame anchori ng ,, 0 ::121, ',.g. g: ~' ~~ ........ ~1{, THE ANCHOR MANUFACTURER. FOR THIS PRODUCT. 20 Frame anchoring ' .. ·•. . •• • • a. . 0: t--t·1~~1 = 11. INSTALLATION ANCHOR CAPACITI ES FOR PRODUCTS HEREIN ARE 6. FRAME & MULLION MATERIAL: WOOD OR PVC 21 Buck anchoring : BASED ON SUBSTRATE MATERIALS W ITH THE FOLLOW ING -Frame anchori ng -. . ~~ PROPERTIES: 7. CLADDING MATERIAL: FIBERGLASS 22 : LL• i-.:: 0 •·:ii5! A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0 .55. 23 Frame anchoring -t\✓ . I-✓.i~~ B. CONCRETE -MINIMUM 3000 PSI COMPRESSIVE STRENGTH . ~ ·<~ts --~~ C. HOLLOW/GROUT FILLED CMU -STRENGTH CONFORMANCE TO 24 Buck anchoring ~ •• •• < ...... <>'"-:x •••••••• ~ ~'9 ASTM C90, MIN. F'm = 2000 PSI. 25 Frame anchori ng ... ,,, 'f../ -+c p?-0 ,~ ~ , • \ e: 26 Components .. '° >-'Ill ~,, LU V1 w~ a:i c:a z 27 Components I-'q' z V) ....l I- <( ~ ::.£ LL ~z 28 Components 0 r--5....l II 0 C) I;..) V) 29 Bill of materia ls DWG#: Digitally signed by Hermes F. Norero, P.E. FL-20867.1 Reason: I am approving this document SHEET: 1 Of 29 n ...... -. ,n,,:::;, no -i,:::;, 1A,'.!'.!,11 _nA '""' 2 1- I e LU I UJ <C M 1-L V 37.50" MAX. O.A. FRAME WIDTH 11 <1 <1 DOOR WITH RECTANGULAR LITE MAX. FRAME DIMENSION 37.50" X 80.50" X 0 V 0 LITE TYPE RECTANGULAR OVAL I C) LU I LU <C M IL X <C 2 V J 37.50" MAX. O.A. FRAME WIDTH La-81 49 <1 11 X 11 F DOOR WITH OVAL LITE DESIGN PRESSURE (PSF) POSITIVE +60.0 +75.0 NEGATIVE -60.0 -75.0 0 V 0 V - - UJ Fe 12 0 0 u-) (»D MZ < 1-1 UJ |- & D M2 OU 33 (3 to Z 0 1-1 LO 1-1 U.J £X Z 0 P 21 0£ U lf) LLI 0 0 Z < LU Z 0 @ 1- 0< 111 9 0- LU Z -1 9 < 0 0 LU > cn 0 UJ al LLI 0£ a_ (1rl TRINITY GLASS INTERNATIONAL TRINITY GLA55 INTERNATIONAL 3365 15T WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 > UJ 1- .C 0 00 (Y) (Y) U.*4- Z EQH>M 0-2211 -1 DILL_ 0 LU U 000 Z<H '-1 1-1 LU 0 13 R 0 2 01, 11„,.illill,8.: * 8927 4/m E ....-11* 0. f 6-.1-#12: 0 #1*2 .%,ds'...1J1 ·-.'. 4 042% *ps:.00% 1 /0 *lili all,% .- 22 *u xi UZ 0 0 U tr) DWG #: FL-20867.1 SHEET:2 oF 29 0\ C¥D 0\ I I. 37.50" MAX. O.A. 37.50" MAX. O.A. FRAME W IDTH FRAME W IDTH I 1-- I 1-- (9 I (9 iii iii I I IJJ IJJ ~ ~ ~ X <{ LL 0 a:: ~ LL 'v x ~ <{ 0 ~ 0 0 I{) 0 I{) co 0 co I <l DOOR WITH RECTANGULAR LITE DOOR WITH OVAL LITE MAX. 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WA 98003 PH: (253) 8 75-7300 Cl) ...J ...J~ ww zo <( z ll. 0 w-I-I--o ...J => w a: e i- (/) Cl) z 0 0 LU I- <( D >-co z 0 ~ Q.. H C£ u V) LU 0 0 z co CV) CV) I,.) :ti: s:t Z ·O 1-400 > CV) -....l CV) V) co ....l Q..I lL 0 IJ - C£ '<CI D w IJ >-I.!) co <( z <( w co H CO 0 H z <( D <( H LU C£ i=t C z <( :::, . <( Q.. coWC LU ~ co ~ ~~ DWG#: a:> "' ,-.. ... .,. ... ,-.. ~ IO ~ x ... a:> ,-.. ... a:> °' "' "' ~ IO ~ ::i:: a. FL-20867.1 SHE ET: 7 OF 29 A8 #8 X 1 -1/8" SELF THREADING SCREW 1.72" 1 STRUCTURAL SILICONE (SEE NOTE 1)* B8 #8 X 1 -1/8" SELF THREADING SCREW STRUCTURAL SILICONE (SEE NOTE 1) ALUMINUM/BUTYL SPACER SYSTEM 1/8" ANNEALED GLASS 0.090" PVB INTERLAYER DUPONT BUTACITE OR ABP INTERLAYER 1/8" ANNEALED GLASS AIR SPACE 1/8" TEMPERED GLASS 1" O.A. THK GLASS 1/2" GLASS BITE GLAZING DETAIL STRUCTURAL SILICONE (SEE NOTE 1) ALUMINUM/BUTYL SPACER SYSTEM 1/8" ANNEALED GLASS 0.090" PVB INTERLAYER DUPONT BUTACITE OR ABP INTERLAYER 1.72"1/8" ANNEALED GLASS AIR SPACE \ 1/8" TEMPERED GLASS 1" O.A. THK GLASSSTRUCTURAL SILICONE - -.50" GLASS BITE (SEE NOTE 1) GLAZING DETAIL A8 #8 X 1-1/8" SELF THREADING SCREW 1.72" STRUCTURAL SILICONE (SEE NOTE 1)* B8 #8 X 1 -1/8" SELF THREADING SCREW STRUCTURAL SILICONE (SEE NOTE 1) ALUMINUM SPACER 1/8" ANNEALED GLASS 1/8" ANNEALED GLASS AIR SPACE 0.090" PVB INTERLAYER DUPONT BUTACITE OR ABP INTERLAYER 1/8" TEMPERED GLASS 1" O.A. THK GLASS 1/2" GLASS BITE GLAZING DETAIL STRUCTURAL SILICONE (SEE NOTE 1) ALUMINUM SPACER 1/8" ANNEALED GLASS 0.090" PVB INTERLAYER DUPONT BUTACITE OR ABP INTERLAYER 1.72"1/8" ANNEALED GLASS AIR SPACE 1/8" TEMPERED GLASS L 1" O.A. THK GLASS STRUCTURAL SILICONE -v - -.50" GLASS BITE (SEE NOTE 1) GLAZING DETAIL 1.78" -1.24" I - 1"2.52" -1.50"- t 1" NOTE: /«\FLUSH GLAZED FRAME -MAHOGANY UTE FRAMECAB)l 88J 1. STRUCTURAL SILICONE OPTIONS: SILICONE BY CAPSTONE OR DOW 995 STRUCTURAL SILICONE -ABS OR PC/ASA -ABS OR PC/ASA - - - - - - UJ 1- 12 CL 0 0 0 tr) LD MZ UJ k- an D to OU 5 25 LO Z 0 H lo H > LU CK Z 0 r H U l.0 UJ 0 UJ 1- <C 0 > CO 0 ll-1 0, <C CL UJ CX ri TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH; (253) 875-7300 LU (D Z % e > cn CO (Y) (Y) U.*t* 2601-1 > M a UOILacI- OUJU 000 6 3 m doi /- 00 « 1 Ch 0 Z ...0, '1'.1 iii,/. 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THK GLASS .50" GLASS BITE § GLAZING DETAIL #8 X 1-1 /8" SELF THREADING SCREW t 1 .72" i STRUCTURAL S ILI CONE S T RUCTURAL SI LICONE (SEE NOTE 1) ALUMINUM SPACER 1/8" ANNEALED G LASS 0 .090" PVB INTERLAYER DUPONT BUTACITE OR ABP INTERLAYER 1/8" ANNEALED GLASS AIR SPACE 1 /8" TEMPERED GLASS 1" O.A. THK GLASS -1/2" GLASS BITE (SEE NOTE 1) @ GLAZING DETAIL #8 X 1-1 /8" SELF THREADING SCREW t 1.72" i STRU CTURAL S ILI CONE (SEE NOTE 1) STRU CTURAL S ILI CONE (SEE NOTE 1) ALUMINUM SPACER 1/8" ANNEALED G LASS 0.090" PVB INTERLAYER DUPONT BUTACITE OR ABP INTERLAYER 1/8" AN NEALED GLASS A IRSPACE 1/8" TEMPERED GLASS 1" O.A. THK GLASS .50" GLASS BITE @ GLAZING DETAIL 1.50" -1 1.24" - 1 -♦ t 1.78" 1" 2.52" 1" ~ __ t ' 1. STRUCTURAL SILICONE OPTIONS: S I LICONE BY CAPSTONE OR DOW 995 STRUCTU RAL S ILI CONE @ FLUSH GLAZED FRAME ABS OR PC/ASA @ MAHOGANY LITE FRAME ABS OR PC/ASA rltl TRINITY GLASS Ill .. I N T E R N AT I O N A L TRINITY GLASS INTERNATIONAL Ci. 0 0 D 1/) c.!) 1/) z <( H -.l ~ <.!) 1/) Ci. 1--~ ::, HO LL I- D \J UJ <( No... <( :E i$H w F ~ V) z 0 H V) H > UJ ~ 3365 ISTWAY S FEDERAL WAY, WA 98003 PH: (253) 875-7300 (I') ..J <( I-w 0 (!) z ~ ..J (!) LU I- -<( 0 >-Cl'.) z 0 ~ Cl. H ct. ~ V) LU 0 0 z ex:> M M 0 :it: '<t" Z ·O Hoo >M -...J M V) 00 ...J a,_ I u.. 0 IJ -Cl <C I OUJI...> I.!) 00 -q;: >-Z -q;: LU co H 00 0 Hz-q;: Q-q;:H LU ct. ~oz -<( :::> . -q;: a,_ Cl'.lLUO LU ~ ex:> ~ ~~ DWG#: co "" ,-. ,.,. ~ ,.,. ,,_ :;:- "' e x IL, co ,,_ ,.,. co °' "' "" ~ "' e ::c "- FL-20867.1 SHEET: 8 OF 29 . K 9 9 7 EXTERIOR INTERIOR -T\ VERTICAL CROSS SECTION -8/ SHOWN W/ 2X WOOD BUCK EXTERIOR INTERIOR - 15#15*86 :14-1-- 4:· A 10 AA:\ tI. . lA - . 1-1/4" MIN. EMB (TYP.) 1 /-31 VERTICAL CROSS SECTION 5 D ...../ V '7 ,/ 4 1 . 1 . 9 EMB (TYP.) 1-1/4" MIN. ./.- * Z= . f 123 EXTERIOR1(23 L.<© H 5 INTERIOR . -fl. 1 f . , 9 9. \1-1/4" MIN. 9'·.\ EMB (TYP.) 1 . .. \9 · - 9 9- - --· .9 - Z:9 1 p. .- 9 9 . CZ /-T VERTICAL CROSS SECTION LBY SHOWN W/ 1X WOOD BUCK - - - UJ 1- 12 0 0 0 (-r) tb U') Z Lu H ao D /2 OU 3 25 LD lo Z 0 1-1 to 1-1 UJ 0£ > CO LU 1- <C 0 Z 0 12 a_ OL U lu 0 U) Z 0 0 Ul 0 0 0 -'1 0 LU > ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-10/3dow:WO < 11 Ch 0 Z///1/1,/7/,/AS>.fl) ,,?1.:321423, 5 2*9-95LE 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3%O 0 u W DWG #: FL-20867.1 SHEET:9 oF 29 00 i g r. Ch I \> ~ -\> .., . .., .., \> 'I,· ";/ \> " EXTERIOR ED VERTICAL CROSS SECTION SH OWN W/ 2X WOOD BUCK INTERIOR EXTERIOR lKr---_ I · .• ·.·. '-.._,,/ ~--.· .. . ";/ ,.., .., ,\> .., ([) VERTICAL CROSS SECTION . "' · EXTERIOR INTERIOR ([) VERTICAL CROSS SECTION S HOWN W/ 1X WOOD BUCK r1h TRINITY GLASS 111111 I N T E R N AT I O N A L TRI NilY GLA SS I N TERNATIONAL IX. 0 0 .0 V) c..!) V) z SC 1-1 _J ,:: c..!) V) IX. f- UJ ::> ~o lL f- .0(,.) UJ SC Na.. SC :E ~ 1-1 lU .....) I- I:: V) z 0 H V) H > w Cl 3365 1ST WAYS FEDERAL WAY. WA 98003 PH: (2 53) 875-7300 rn z 0 i== u w rn rn rn 0 0:: u ..J <( u i== 0:: w > lU I- <( 0 >-00 z 0 I:: Q.. H C£ " V) lU 0 0 z 00 cY) cY) 0 :tt: s;t Z ·O H C>o > cY) -....l cY) \I) Oil ....l a.. I lL 0 I..) - C£ "( I C) w I..) ;;.: I..!) Oil s( z s( ~ 00 H H s( 0 oZH lU .....) s( z C£ H C) s( <( ::, u..i .0 Q.. 00 lU ~ oo ~ ~~ DWG#: 00 "' ,-.. <r ..;. <r ,-.. i ~ x ... 00 ,-.. <r 00 "' °' "' ~ "' ~ ::i:: a. FL-20867.1 SHEET: 9 OF 29 K (SEE NOTE 1) B *.9 9 . 1 9 XU .5 9 . 40.4. , , h , .14. E . ..9 *. - 4 1 12 EXTERIOR EXTERIOR 1 1 INTERIOR (1)VERTICAL CROSS SECTION H C (SEE NOTE 1) 13 NOTE: n INTERIOR 0'2: 'i.3 R 44. A 4··44.. 4 I. . 44 '. 6 10 4I EMB (TYP.) 1-1/4" MIN. 1 - /-31 VERTICAL CROSS SECTION 4 9 1-1/4" MIN. .. , 4 V EMB (TYP.) . 1 - 9 9 ' 7 - 7 *- 0 (SEE NOTE 1) 12 EXTERIOR C «D@* INTERIOR (21 VERTICAL CROSS SECTION 4-Qj SHOWN W/ 1X WOOD BUCK 1. SCREWS THRU HEAD JAMB AND SILL. EACH SCREWS LOCATED 1/3 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. L - - - UJ 1- 12 0 0 0 (-r) tb U') Z Lu H ao D t2 OU 3 25 LD lo Z 0 1-1 to 1-1 UJ 0£ U) Z 0 0 Ul 0 0 0 -'1 0 LU > ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 > CO LU 1- <C 0 Z 0 12 a_ OL U lu 0 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-10/3dow:WO < 11 Ch 0 Z///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95LE 1-=&5*-,Fl. (15:Haimi : Hi -0« 1%.5.t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3%O 0 u W DWG #: FL-20867.1 SHEET:10 oF 29 00 i g r. Ch I ., . ., " '" ,• EXTERIOR INT ERIOR @ VERTICAL CROSS SECTION 10 EXTERIOR INTERIOR NOTE: ,.. ~~-.. _ . :,. ._ ... @ VERTICAL CROSS SECTION 10 ,<I ' ., " 1-1 /4" MIN. EMB (TYP.) 1-1 /4" MIN . EMB (TYP.) I " EXTERIOR I NTERIOR ., V .· " . @ VERTICAL CROSS SECTION 10 SHOWN W/ 1 X WOOD BUCK 1. SCREWS TH RU HEAD JAMB AND S ILL. EACH SCREWS LOCATED 1/3 DIS TANCE OF SIDELITE PANEL W IDTH FROM EACH ENDS. . ., : ". ,/J . . 1-1/4" MIN. EMB (TYP.) i r1hTRINITY GLASS 111111 I N T E R N AT I O N A L TRINilY GLASS INTERNATIONAL IX. 0 0 D V) c..!) V) z SC 1-1 ...J ,:: c..!) V) IX. f- UJ ::> ~o lL f- D(.) UJ SC Na.. SC :E ~ 1-1 lU _J I- I:: V) z 0 H V) H > w Cl 3365 1ST WAY S FEDER AL WAY. WA 98003 PH: (253) 8 75-7300 en z 0 j:: u w en en en 0 0:: u ..J <( u j:: 0:: w > lU I- s( 0 >-00 z 0 I:: Q.. H C£ " V) lU 0 0 z 00 cY) cY) 0 :tt: s;t Z ·O H C>o > cY) -....l cY) \I) Oil ....l a.. I lL 0 I..) - C£ "( I C) w I..) ;;.: I..!) Oil s( z s( w 00 H Oil 0 Hz s( C) s( H lU C£ i=t C) z s( ::, . s( Q.. 00 w C) W ~ 00 ~ ~~ DWG#: 00 "' ,-.. ... ..;. ... ,-.. i ~ x ... 00 ,-.. ... 00 "' °' "' ~ "' ~ ::i:: a. FL-20867.1 SHEET: 10 OF 29 1-1/4" MIN EMB. (TYP) <1 Z D .. //3.4 4 4 1 G 4 1 18 4 4 4 4 <7 : i. )- 1-Z UJ > et 00 n LU (12A1/' -..S 4 -77,,,././././.1 --\F /-11 HORIZONTAL CROSS SECTION 1-1 SHOWN W/ 2X WOOD BUCK . 1-1/4" MIN EMB. (TYP) A L 6 4 .:'.. 4 :<lift] 1111 HII . .· 4 <S 1 «;.0 464 \ ..'1*1.Iwill'1111 . .4 HORIZONTAL CROSS SECTION SHOWN W/ 1X WOOD BUCK INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR 123 LU111«':. (8« (SEE NOTE 1)- EXTERIOR (21 HORIZONTAL CROSS SECTION 11 SHOWN W/ 2X WOOD BUCK r ¢t INTERIOR (i-i)n N ililillill l 1. 1 1 :5'*.61, 0 (SEE NOTE 1) EXTERIOR (* HORIZONTAL CROSS SECTION 1-1 SHOWN W/ 1X WOOD BUCK NOTE: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. K 6 6 1-1/4" MIN " EMB. (TYP) 6 6 . .6 d. 6 .6 B t> 6 \\\\\1 \\\\\\N• 6. t .ts .6, / t 1-1/4" MIN EMB. (TYP) L & Ff //«// D - - - - UJ 12 12 Z 0 H lo 1-1 UJ CY > CO Ill 1- <C 0 Z 0 12 2i C£ U Lf) LU 0 1 TRINITY_GLASSINTERNATIONAL TRINITY GLA55 INTERNATIONAL 33651ST WAY S FEDERAL WAY, WA 98003 PH: (253) 875-7300 CL 0 0 0 tr) LD U)V)Z Z3S4g '-L H z 0 D - U.1 12 2 G 0 0 U / 0 0 > CO 0 LU CL <C a_ UJ CL 00 (V) (r) U * 4-ZAOHSR a-OIL O LU U Z<00 <f -,10\ 0 2 ,111,11„. SY*F. 0 iz *9. 5 (f) E L)\ 25 P''» «, <Ct. 01 ·. 0,7 'tra <* A<85% k s £'///1 Ht"61061 St/) aZ fatoM LL < |_3 2 %- xi UZ 0 0 U U) DWG #. FL-20867.1 SHEET:11 OF 29 00 t» i Ch I CL NOTE: 1-1/4" MIN EMB. (TYP) ~ ~ 4 . .., -4 i 4 . 4. (K)-..____ . . 4 .. ~. . 4 . _ .. ~ ~~· ·. 4 .. . 4 . .a .., -'1 · • .,_: 4 z(f),,......__ 1-1/4" MIN ~ 0 a..: -w>-E 6 ~ <D t:.. B MO w @ HORIZONTAL CROSS SECTION 1 SHOWN W/ 2X WOOD BUCK EMB. (TYP) _4 . ..... '4 • 4 4 . .., @ HORIZONTAL CROSS SECTION 11 SHOWN W/ 1X WOOD BUCK INTERIOR EXTERIOR INTERIOR EXTERIOR 1-1 /4" MIN EMB. (TYP) .. ~ .. ... . . & ~- . ... INTERIOR . .. . ... .. tt,. ~_:"':-... ~ .... .. EXTERIOR \;. · .. @ HORIZONTAL CROSS SECTION 1 S HOWN W/ 2X WOOD BUCK ... ~ .. .. ... INTERIOR • I> •• .. . .. . ···' .. .. EXTERIOR @HORIZONTAL CROSS SECTION 1 SHOWN W / 1 X WOOD BUCK 1-1/4" MIN EMB. (TYP) 1. SIDELI TE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. r1tJ TRINITY GLASS IIIW I N T E R N AT I O N A L TRINI TY GLASS INTERNATIONAL 3365 1ST WAYS FEDERAL WAY. WA 98003 PH: (253) 875-7300 ~ 0 0 C, V) ~ Cl) ~~ ...J z ...J ,!<(Q ~V)t-1-ffi I-Z 0 ai=>0 w ti:'. 0 !::! Cl) ot;o:::CI) w '<( 0 Cl) N a.. :::C 0 '<( :E 0::: ~H (.) w F= ~ V) z 0 H V) H > LU CL UJ I- "'( D >-co z 0 ~ a. H a: u V) UJ .0 0 z DWG#: co (Y) (Y) 1,_;:tt~ 2 ·O Hoo > (Y) -_J (Y) V) a:) _J a. I u.. 0 I..) -a: SC I .0 llJ I..) > <.!) a:) '<( z '<( llJ co H Cll Hz'<( .0 UJ C) '<( H a: .=IO z "'( :) . '<( a. collJO UJ ~ co ~ ~~ co M .... .... .. .... .... :;:- "' e x u. co .... .... 00 °' "' M :;:- "' e :i.: 0.. FL-20867.1 SHEET: 11 OF 29 . @7 INTERIOR(fs« \ 12 4*fit. 11!!!pli 111 111.8*< (SEE NOTE 1) 6 - r-\5) »f) ...,4 8-.. 1 F EXTERIOR (11 HORIZONTAL CROSS SECTION «2921 r.(9) »»f) «) 5 INTERIOR 123 Fip) I :. .... ./ 12 45) / »1) lo>J %-1 *-1 F(SEE NOTE 1) EXTERIOR /-T HORIZONTAL CROSS SECTION 123 S INTERIOR 11 111 11 19 1 1 12 ':.:p. (SEE NOTE 1) \L-(D(5)HORIZONTAL CROSS SECTION EXTERIOR178 (41 HORIZONTAL CROSS SECTION NOTE: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. UJ In Un Z 0 1-1 lo 1-1 LU aL UJ 1- <C 0 TRINITY GLASSINTERNATIONAL TRINITY GLASS INTERNATIONAL 33651ST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 CL 0 0 0 u-) W 0MZ Z3Wjig tbi- z O 882: 04 20 14500 0 > Z 0 12 2:i CX U lf) LU 0 52 CO 0 UJ cy <C a_ LU CX a_ 00 (Y) (V) 2601-1>M OILLOCI- 0 LU U LD 00 af Z<on H 1-1S=e 1-1 0 0 Z 00.'%" 1-11 i id, '/'/ Re n * 893.'46% . o. r=., LA#,1* , V, ....\ 1 . 6% 3>0 fu« 00 >E| * -, lf) Z u (.012 6--J E 35O i u DWG #: FL-20867.1 SHEET:12 OF 29 00 T 0. 5 00 C. I C. (SEE NOT (SEE NOTE 1) EXTERIOR EXTERIOR @ HORIZONTAL CROSS SECTION ® HORIZONTAL CROSS SECTION @ HORIZONTAL CROSS SECTION EXTERIOR ® HORIZONTAL CROSS SECTION NOTE : 1. S IDELITE SCREWS LOCATED 6" FROM EAC H END OF S IDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. EE NOTE 1) r1fl TRINITY GLASS WW INTERNAT I ONAL TRINITY GLASS INTERNATIONAL 3365 1ST WAYS FEDERAL WAY, WA 98003 PH : (253) 8 75-7300 a: 0 0 CJ V) <..!) "' ~~ ...I z ....13:<(Q <..!) V) I-I-ffi I-z (.) C1):, 0 w /i:O N(I) CJ t; ii: "' wsc o"' No..:cO <( :::E ~ ~ H (.) I.LJ ;= I= V) z 0 H V) H > LU CL w I- '<( D >-co z 0 I= Q.. 1--1 a'. IJ \/) UJ D 0 z DWG#: CX) ('\') ('\') ~ .. Ht s:t Z ·O 1--1 Co >M --I('\') \/) a) -I a.. I u.. 0 I...) - a'. SC I .c:i LlJ I...) > <..!) a) <( Z<CUJ co H al 1--1 z <( D UJ l) <( H a'. ;::l O Z '<( ::::, . <( Q.. co LlJ 0 UJ ~ CX) ~ ~~ 00 ,,., ,-.. st .;. st ,-.. ~ IO ~ x u.. co ,-.. .,. co °' "' ,,., ~ IO ~ :i 0.. FL-20867.1 SHEET: 12 OF 29 @-\ 6 (SEE NOTE 1) UM f· INTERIOR 5 r-(ij) EXTERIOR (11 HORIZONTAL CROSS SECTION INTERIOR ...:til: 411 EXTERIOR (78 EXTERIOR 14 16 12 (SEE NOTE 1) C-) HORIZONTAL CROSS SECTION INTERIOR 1718 INTERIOR #IYE-r6/ARS r-l12) - 1 «40 F 78 EXTERIOR EXTERIOR /-31 HORIZONTAL CROSS SECTION rr HORIZONTAL CROSS SECTION NOTE: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. - - - - - - LU M lo Z 0 H H UJ £* | TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 33651ST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 0 0 0 v-) LD U)LO Z Z 35 42 59 lf) H H -1- z 0 D A U.1 [22 Mw 0 U k . H 0 CO L.LI 1- 0 Z 0 P Bi CL U l/) UJ 0 00 (Y) (Y) 0*Pfm -1 O ILLacI- OUJU 0005 Z<ao 1-1 1-1@S2 COLL, 0 44 51 Ch 0 /r n2 unal,i, 5 ......... ... ' %52* 0. A 4%* S Qi'illii,62fu "1 00 >lil COZ uu')%5 g5 MLL <|_ OA S II UZ U DWG #. FL-20867.1 SHEET:13 oF 29 ki 0 11.1 CL <C OL a_ Ch C. Ch I C. CO R NOTE: (SEE NOTE llilillf f INTER!O: 11 EXTERIOR @ HORIZONTAL CROSS SECTION 13 tt,111,~itl!l INTE:IOR EXTERIOR ® HORIZONTAL CROSS SECTION 13 11 IN5TERIOR !lliiJ!f 11 EXTERIOR EXTERIOR ® HORIZONTAL CROSS SECTION 13 EXTERIOR ~ @ HORIZONTAL CROSS SECTION 13 1. SIDELITE SCREWS LOCATED 6" F ROM EACH END OF S IDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. ENOTE 1) EE NOTE 1) r1tlTRINITY GLASS 11111 .. INTERNATION A L TRINITY GLASS INTERNATIONAL 3365 1ST WAYS FEDERAL WAY. W A 98003 PH: (253) 875-7300 a. 0 0 0 V) ~ (/) ~~ ...J z ...J 3: < Q ~V)l-1-ffi f-z (.) en=> QW ro !:::!(/) 0 t; 0:: (/) LIJ<e 0 cn Na.. :I: 0 <( :E 0:: .:5 H (.) w ....l I-t: V) z 0 H V) H > w ~ UJ I- <( Q >-a) z 0 t: a.. H a: u \/) UJ Q 0 z DWG#: 00 (Y) (Y) I,.) :it -st Z ·O Hoo > (Y) -...J (Y) \/) a) ...J a.. I LL 0 u -a:<( I DLUU > I.!) a) <( Z <( LU a) H al Hz<( Q w L) <( H a: ~oz <( ::, . <( a.. a:iLUO W ~ 00 &: ~~ <O M ,._ ... ..,. ... ,._ ~ to e x L1. <O ,._ ... <O °' "' M ~ to e ::i: Q.. FL-20867.1 SHEET: 13 OF 29 NOTE: 1-1/4" MIN . . EMB (TYP) SHEET ROCK -Aunhz- i FURRING :W -™4L...:.:'.S. A L(ij) 4 K 6E /-© HORIZONTAL CROSS SECTION ZE =- 2 00 - LU K 11 EXTERIOR 4 4 Direct to masonry (5-1/4" min jamb) A 4 4 4-4 /- 4 4 Lig) INTERIOR /-31 VERTICAL CROSS SECTION Direct to masonry (5-1/4" min jamb) INTERIOR EXTERIOR - SHEET ROCK - FURRING (SEE NOTE 2) 1 2 INTERIOR EXTERIOR K EXTERIOR 1. SCREWS THRU HEAD JAMB AND SILL. EACH SCREWS LOCATED 1/3 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. 2. SIDELITE SCREWS LOCATED 6" FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. 1-1/4" MIN EMB (TYP) \ \ (Dbi 4 / ..i f-':....1 .4 '... :1. 't: 2.·: 1 : : .4 K C-21 HORIZONTAL CROSS SECTION Direct to masonry (5-1/4" min jamb) 4 4 4A 4 A 4 4: /--I k% -- - I.t .UAI..: ZE 12 - LU 0 (SEE NOTE 1) INTERIOR (41 VERTICAL CROSS SECTION Direct to masonry (5-1/4" min jamb) D SHEET ROCK FURRING - SHEET ROCK - FURRING 1 2 - - - lo Z 0 1-1 to 1-1 UJ 0£ > CO UJ 1- <C 0 Z 0 12 a_ OL U lu 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 3§*8 9 W > A 8% 06 2 lit 2 4 (0 Ouslu 0 20 & 0 12 I 12 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-10/3dow:WO < 11 Ch 0 Z///1/1,/7/,/AS>.fl) ,,?1.:321423, 5 2*9-95LE 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3%O 0 u W DWG #: FL-20867.1 SHEET:14 OF 29 00 i g r. Ch I NOTE: 1-1/4" MIN EMB (TYP) _____ , S HEET ROCK FURRIN G -~ · ..... ., .. -' . .d : . E @ HORIZONTAL CROSS SECTION 14 Direct to masonry (5-1/4" min jamb) ..• -... 4 4 . 4 . EXTERIOR INTERIOR @ VERTICAL CROSS SECTION Direct to masonry (5-1 /4" min jamb) INTERIOR EXTERIOR SHEET ROCK FURRING 1-1/4" MIN ,-----t---EMB (TYP) EXTERIOR . 4 ... • . .,. •. ~. _-~•A 4 : .. ~• .d . .-.,· .•. -~-. @ HORIZONTAL CROSS SECTION 1 Direct to masonry (5-1/4" min j amb) . . . .. . . . .,~ ... 4 • • (SEE NOTE 1 EXTERIOR INTERIOR @ VERTICAL CROSS SECTION Direct to masonry (5-1/4" min jamb) S HEET ROCK FURRING S HEET ROCK FURRING 1. SCREWS THRU HEAD JAMB AND SI LL. EACH SCREWS LOCATED 1/3 DISTANCE OF S IDELITE PANEL W IDTH FROM EACH ENDS. 2 . SIDELITE SCREWS LOCATED 6" FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM TH E END SCREWS. r1hTRINITY GLASS 111111 I N T E R N AT I O N A L TRI NilY GLA SS INTERNATIONAL 3365 1ST WAYS FEDERAL WAY, WA 98003 PH: (2 53) 875-7300 IX. 0 0 ...J <( .0 0 V)c..!)-(1) V1Z l-z SC 1-1 0::: Q ...J,:: w - c..!)V)>I-ffi f-oa o al ::> w 1-1 0 ...J (/) ~t:;~(/) Wq:z(/) Na.. Q Q _:5 :EN 0::: c..!)1-1 -0 UJ _J I- I:: V) z 0 H V) H > w Cl 0::: 0 J: UJ I- s( 0 >-00 z 0 I:: Q.. H C£ " V) UJ 0 0 z DWG#: 00 cY) cY) 0 :tt: s;t Z ·O H C>o > cY) -....l cY) \I) Oil ....l a.. I lL 0 I..) - C£ "( I C) w I..) ;;.: I..!) Oil s( z s( w 00 H CO 0 Hz s( lU C) s( H C£ i=t C) z s( ::, . s( Q.. ooW.O UJ ~ 00 ~ ~~ 00 "' ,-.. <r ..;. <r ,-.. i ~ x ... 00 ,-.. <r 00 "' °' "' ~ "' ~ ::i:: a.. FL-20867.1 SHEET: 14 OF 29 1A INTERIOR EXTERIOR C \ \ // 1-- ss/ 1 'lillil lilil l. 1-1/4" MIN EMB (TYP) K -* HORIZONTAL CROSS SECTION Direct to masonry (5-1/4" min jamb) SHEET ROCK FURRING LLI 0 LU¤0 LU Z Z# =0 INTERIOR 1-1/4" MIN . EMB. (TYP) I , k &4Bb )1 \\\\1\\\4 4 - »\4 .. . 4 41- (21 HORIZONTAL CROSS SECTION \15/ SHOWN W/ 2X WOOD BUCK EXTERIOR INTERIOR 123 C ts , L r t, 1-1/4" MIN EMB. (TYP) L ...' I >2:»-4 \\\\\l \\\\\t, St :.-t .6 .6 .. , t6 6N -- 6 . -\\ \\\it\\\\\\\\\\\>'r -1=11-1I f , 6 HORIZONTAL CROSS SECTION EXTERIOR 45/ SHOWN W/ 1X WOOD BUCK UJ 1- 12 lo Z 0 1-1 to 1-1 UJ 0£ 0 0 0 1/) LD 01/) Z Z EN*O 59 un H H 2, F Z 0 888% 04/0 LU<CO WN Q--r 0@25-5 UJ 1- <C 0 Z 0 12 a_ OL U lu 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 > CO cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-10/3dow:WO < 11 Ch 0 Z///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95LE 1-=&5*-,Fl. (15:Haimi : Hi -0« 1%.5.t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3%O 0 u W DWG #: FL-20867.1 SHEET:15 OF 29 00 i g r. Ch I INTERIOR EXTERIOR •-----1--- .•. • ._'fl, e.· ':'·· . . ~.. . . . 1-1 /4" MIN EMB (TYP) S HEET ROCK FURRING l W W (.9 0 oz w <( z 1--(/) ~-= 0 ..... @ HORIZONTAL CROSS SECTION 15 Direct to masonry (5-1 /4" mi n jamb) INT ERIOR EXT ERIOR 1-1 /4" MIN EMB. (T YP) 0. t. '0. .o. B @ HORIZONTAL CROSS SECTION 15 SHOWN W/ 2X WOOD BUCK INT ERIOR . ··,. 0.' EXT ERIOR @ HORIZ ONTAL CROSS SECTION 15 SHOWN W/ 1X WOOD BUCK 0. ···' 0. 0. ···' ' 0. b '" 1-1/4" M IN EMB. (TYP) r1hTRINITY GLASS 111111 I N T E R N AT I O N A L TRI NilY GLA SS INTERNATIONAL 3365 1ST WAYS FEDERAL WAY, WA 98003 PH : (253) 8 75-7300 IX. 0 0 D V) c..!) Cl) V) z z SC 1-1 -I ...J3:; ~Q c..!) V) I-I-ffi f-z u co=>ow ~ONCI) ot:;ii:CI) UJ SC O Cl) Na..:c O SC :E 0:: ~ 1-1 u UJ _J 1-- I:: V) z 0 H V) H > w Cl UJ 1-- s( 0 >-00 z 0 I:: Q.. H C£ " V) UJ 0 0 z DWG#: 00 cY) cY) 0 :tt: '<t" Z ·O H C>o > cY) -....l cY) \I) Oil ....l a.. I lL 0 I..) - C£ "( I C) w I..) ;;.: I..!) Oil s( z s( w 00 H CO 0 H z s( lU 0 "( H C£ i=t C) z s( ::, . s( Q.. 00 w C) UJ ~ 00 ~ ~~ 00 "' ,-.. <r ..;. <r ,-.. i ~ x ... 00 ,-.. <r 00 "' °' "' ~ "' ~ ::i:: a. FL-20867.1 SHEET: 15 OF 29 . 4 44 A ·4 4 Kl 1.6 , .....'.. I 4 -% 4 4 <Z 4 4 2X BUCK MASONRY 7 OPENING \ I. .. .. .. 4 - - - 44. 1 TYP. HEAD AND JAMBS A I. .. .. .. A · . 4 A. BUCK ANCHORING CONCRETE ANCHOR NOTES: 2" 1" 4" - - 4" ANCHOR TYPE 15.13" MAX. O.C.(TYP.) SEE HINGE DETAIL 2 SEE HINGE DETAIL 1 ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® ANCHOR SIZE 1/4 1/4" 3/16" 1-1/4" 1-1/4" 1-1/4" MIN CLEARANCE TO ADJUSTMENT ANCHOR 31.00" MAX. O.C. (TYP.) . . 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE HINGE JAMB 3" WOOD SCREW INSTALLATION NOTES: 4" 4" 1-1/2" 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. . . . . . 0.- k i V F / 1 HINGE DETAIL 1 F /L_ 1 /L_ E 6 HINGE DETAIL 2 6 G 2X BUCK N 1 X BUCK P DIRECT TO MASONRY 1 X/2X BUCK 4 4 4. I. ... 4 1 DOOR FRAME MASONRY OPENING G 2X BUCK N 1 X BUCK P DIRECT TO MASONRY - - 1 1 TYP. HEAD &JAMBS Masonry construction 8 -0 7 .0 2X BUCK Uy)<I 1 X BUCK \ DIRECT TO MASONRY -7/ -7 H 2X BUCK L 1 X BUCK D DIRECT TO MASONRY - TYP. SILL I. 1 FRAME ANCHORING STRIKE PLATE DETAIL - - - - - 6" (TYP.) 6" 14" MAX. O.C.(TYP.) 0 1 5.50" STRIKE JAMB - - UJ 1- 12 lo Z 0 1-1 to 1-1 UJ 0£ ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 0 0 0 (-r) tb FE LUUR =e 9 w < z 161- EEf #@ SU ZO > CO UJ 1- <C 0 Z 0 12 a_ OL U lu 0 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-10/3dow:WO < 11 Ch 0 Z///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95LIZ 1-=&5*-,Fl. (15:Haimi : Hi -0« 1%.5.t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3%O 0 u W DWG #: FL-20867.1 SHEET:16 OF 29 00 i g r. Ch I 4 ' <I .• 4 " '<t ., ' " <t D " '" ·• <t • TYP.HEAD A ND JAMBS 4'' - 4" 31.00" MAX. O .C . (TYP.) HINGE DETAIL 1 2X BU C K 1X BU C K DIRECT TO MASONRY 1X/2X BUCK 4 · <I . 4 ., . " 2X BU C K DOO R FRAME MASONRY OPENING ' <t ' <t 15.13" MAX. O.C.(TY P .) I SEE HINGE DETAIL 2 MASONRY O PENING 2X BU C K 1X BU C K P DIREC TTO MA SONRY ' <t HINGE DETAIL 2 q • <t ' .. " BUCK ANCHORING HINGE JAMB CONCRETE ANCHOR NOTES: 1. Con c rete anchor lo cations noted as "MAX ON CENTER" and at the co rner s must be adjusted to maintain min. edge distance t o mortar joints. Additional con c rete anch o rs may be required to ensure the "MAX ON CENTER" dime ns ions a r e not e xceeded. 2. C on c rete a nchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE M IN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUST MENT ANCHOR ITWBUILDEX 1/4" 1-1 /4" 2" 4" TAPCON® ELCO ULTRACON® 1/4" 1-1 /4" 1" 4" ITWBUILDEX 3/16" 1-1 /4" 3 " 1-1 /2" TAPCON® DIRECT T O MASONRY <t ~ <t '" <I ,• . '" DIRE CT TO MAS ONRY TYP. HEA D &JAMBS . <t ' FRAME ANCHORING Mason ry con stru ctio n WOOD SCREW INSTALLATION NOTES: STRIKE PLATE DETAIL 1. Maintain a min. 5/8" edge di st anc e , & 1" o .c. spacing of wo o d sc rews to prevent splitting of wood. 6" 14" MAX. O .C .(TYP.) l:l 5.50" I STRIKE JAMB r1h TRINITY GLASS 111111 I N T E R N AT I O N A L TRI NilY GLA SS I N TERNATIONAL IX. 0 0 .0 V) c..!) V) z SC 1-1 ...J ,:: c..!) V) IX. f- UJ ::> ~o lL f- .0(,.) UJ SC Na.. SC :E ~ 1-1 UJ _J I- I:: V) z 0 H V) H > w Cl 3365 1ST WAYS FEDERAL WAY, WA 98003 PH: (2 53) 875-7300 w ~ C) <z a::: -u. a::: ~~ !3'0 oz ::::,< cc UJ I- s( 0 >-00 z 0 I:: Q.. H C£ " V) lU 0 0 z 00 cY) cY) 0 :tt: s;t Z ·O H C>o > cY) -....l cY) \I) Oil ....l a.. I lL 0 I..) - C£ "( I C) w I..) ;;.: I..!) Oil s( z s( w 00 H Oil Hz s( 0 lU 0 s( H C£ i=t C) z s( ::, . s( Q.. oo W.O UJ ~ 00 ~ ~~ DWG#: 00 "' ,-.. ... ..;. ... ,-.. i ~ x ... 00 ,-.. ... 00 "' °' "' ~ "' ~ ::i:: a. FL-20867.1 SHE ET: 16 OF 29 1)</2X BUCK MASONRY OPENING A.1 .A 4. -% <7 2 I. I. 4 4 &4 ........... .......... .. 4 4 - - - - TYP. HEAD &JAMBS FOR REF. ONLY <1 1 -1 4" 4,1 '- BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR TYPE ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® ANCHOR SIZE 1/4" 1/4" 3/16" MIN. EMBEDMENT 1-1/4" 1-1/4" 1-1/4" MIN. CLEARANCE TO MASONRY EDGE 2" 1" 3" WOOD SCREW INSTALLATION NOTES: MIN CLEARANCE TO ADJUSTMENT ANCHOR 4" 4" 1-1/2" 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. ---- 4 . - - -- 4" 15.13" MAX. O.C.(TYP.) FOR X0, OX & XX CONFIGURATIONS - - UJ 1- 12 0 0 0 (-r) tb U') Z Lu H ao D M2 OU 3 25 LD lo Z 0 1-1 to 1-1 UJ 0£ ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 e Z 0 I 0 Z 0 CO > CO UJ 1- <C 0 Z 0 12 a_ OL U lu 0 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-10/3dow:WO < 11 Ch 0 Z///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95LIZ 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3%O 0 u W DWG #: FL-20867.1 SHEET:17 OF 29 00 i g r. Ch I <I .. • • • • I I I I 4 1X/2X BUCK~ _ FOR REF. ON LY MASO NRY\ OPEN ING _\ : ,; '-..... ·,~ . ·41 <I •• A 4 . CONCRETE A N C H OR NOTES: - - <I . • 4 BUCK ANCHORING 1. Conc r et e ancho r locat ions noted as "MAX O N C EN TER " a nd at th e corners must b e adjusted t o maintain min . edge dist ance to mortar joints. Additional concret e ancho rs may be requ ired t o en sure t he "MAX ON C ENTER" dimensions are not exceeded. 2 . Concr et e ancho r table: ANCHOR ANCHOR MIN. M IN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITW BU ILDEX TAPCON® 1/4" 1-1 /4" 2" 4" ELCO ULTRACON® 1/4" 1-1 /4" 1" 4" ITW BU ILDEX 3/16" 1-1 /4" 3" 1-1 /2" TAPCON® WOOD SCREW IN ST A LLA TI O N N OTES: 1. M aintain a m in. 5/8" edge dist a nce, & 1" o .c. spacing of wood screws to prevent sp li tting of wood. ~ 4'' ---- I I 4 " --•1-----,-t .... ... •t---------r-, 15.1 3" MAX. O.C .(TYP.) -•I------'-~ -- -- FOR XO, OX & XX CONFIGURATIONS r1hTRINITY GLASS 111111 I N T E R N AT I O N A L TRINilY GLASS INTERNATIONAL IX. 0 0 .0 V) c..!) V) z SC 1-1 ...J ,:: c..!) V) IX. f- UJ ::> ~o lL f- .0(,.) UJ SC Na.. SC :E ~ 1-1 lU _J I- I:: V) z 0 H V) H > w Cl 3365 1ST WAYS FEDERAL WAY, WA 98003 PH: (253) 875-7300 (!) z 0:: 0 J: (.) z <( ~ (.) :::, aJ w I- <( 0 >-00 z 0 I:: Q.. H C£ " V) lU 0 0 z co cY) cY) 0 :tt: '<t" Z ·O H C>o > cY) -....l cY) \I) Oil ....l a.. I lL 0 I..) - C£ "( I C) w I..) ;;.: I..!) Oil s( z s( w 00 H Oil 0 H z s( C) s( H lU C£ i=t C) z <( ::, . s( Q.. ooW.O w ~ co ~ ~~ DWG#: 00 "' ,-.. ... ..;. ... ,-.. i ~ x ... 00 ,-.. ... 00 "' °' "' ~ "' ~ ::i:: a. FL-20867.1 SHEET:17 OF 29 . SEE HINGE DETAIL 2 31.00" MAX. O.C. (TYP.) CONCRETE ANCHOR NOTES: SEE HINGE DETAIL 1 ANCHOR TYPE ANCHOR SIZE . HINGE JAMB ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® 1/4" 1/4" 3/16" . . . 4. 4 1 X/2X BUCK 4 J '' 1. 4 4 DOOR FRAME MASONRY OPENING 1 4 9. 4 A - - - -- 4" 4. H 2X BUCK L 1 X BUCK D DIRECT TO MASONRY TYP. HEAD &JAMBS TYP. SILL 1 11 B B 4" 11 --- FRAME ANCHORING Masonry construction 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. MIN. EMBEDMENT 1-1/4" 1-1/4" 1-1/4" MIN. CLEARANCE TO MASONRY EDGE 3" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 2" 1" 44 4 1 MIN CLEARANCE TO ADJUSTMENT ANCHOR 1-1/2" 4" 4" 1416 17 p _fl JL $ i VIEW A-A Head to mullion attachment (Standard or Fat Mullion) 2X - - - - - 18 6" . 6" (TYP.) 14" MAX. O.C.(TYP.) _11.vjl_ C VIEW A-A 0 1 · 5.50" STRIKE MULLION 0 Head to mullion attachment (Two-piece Fat Mullion) 14 16 17 4X -If r $ 8 7 \ STRIKE PLATE DETAIL 02X VIEW B-B Sill to mullion attachment (Standard or Fat Mullion) F / 1 / 1 HINGE DETAIL 1 F /L_ V / 1--2/fL E HINGE DETAIL 2 6 G 2X BUCK N 1 X BUCK P DIRECT TO MASONRY 6 G 2X BUCK N 1 X BUCK P DIRECT TO MASONRY $111 0 4 VIEW B-B Sill to mullion attachment (Two-piece Fat Mullion) - - UJ 1- 12 0 0 0 (-r) tb U') Z Lu H ao D M2 OU 3 25 LD lo Z 0 1-1 to 1-1 UJ 0£ Z 0 I 0 Z LU LL > CO UJ 1- <C 0 Z 0 12 a_ OL U lu 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-10/3dow:WO < 11 Ch 0 Z///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95LIZ 1-=&5*-,Fl. (15:Haimi : Hi -0« 1%.5.t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3%O 0 u W DWG #: FL-20867.1 SHEET:18 OF 29 00 i g r. Ch I 31.00" MAX. O.C. (TYP.) SEE HI NGE DETA IL 2 L "' 1X/2X BU CK DOOR FRAME MASON RY OPEN IN G ... L .04 :., . 4 "' .. .. 4 <I "'· '4 <I .• . 4 . "' 1X BUCK D DIRECT T O MASONRY TYP.HEAD & JAMBS ( TYP.SILL] ·"'. . ., . q_ -1 4"- 4" A'7A I I I I BLJB I HINGE JAMB FRAME ANCHORING Masonry construction CONCRET E ANCH O R NOTES: 1. Concrete a n chor locations noted as "MAX ON CENTER" and a t the corne rs must be adj usted to maintain m in. edge d ista nce to mortar joints. Add itional concrete anc hors may be requ ired to e ns u re t h e "MAX O N C ENTER" d imensions are not exceeded. ANCHOR ANCHOR MIN. M IN. CLEARANCE M IN CLEARANCE TO TYPE S IZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITW BU ILDEX TAPCON® 1/4" 1-1 /4" 2" 4" ELCO 1/4" 1-1 /4" 1" 4" ULTRACON® ITW BUILDEX TAPCON® 3/16" 1-1 /4 " 3" 1-1 /2" WOO D SCREW IN ST A LLATIO N N OTES : 1. Maintain a m in. 5/8" edge dist ance, & 1" o.c. spacing of wood screws to prevent spl itting of wood. VIEW A-A Head to mullion attachment (Standard or Fat Mu llion) 116"(TYP.) I I I 6" 14" MAX. O .C.(TYP.) I I 5.50" -, STRIKE PLATE DETAIL HINGE DETAIL 1 2X BUCK DIRECT TO MASONRY STRIKE MULLION 1X BUCK DI RECT TO MASONRY VIEW A-A Head to mu llion attachment (Two-piece Fat Mullion) HINGE DETAIL 2 VIEWB-B Sill to mu llion attachment (Standard or Fat Mullion) VIEWB-B S ill to mu llion attachment (Two-piece Fat Mull ion) r1hTRINITY GLASS 111111 I N T E R N AT I O N A L TRI NilY GLA SS INTERNATIONAL IX. 0 0 D V) c..!) V) z SC 1-1 ...J ,:: c..!) V) IX. f- UJ ::> ~o lL f- D(.) UJ SC Na.. SC :E ~ 1-1 UJ _J I- I:: V) z 0 H V) H > w Cl 3365 1ST WAYS FE DERAL WAY, WA 98003 PH: (2 53) 875-7300 C> z ~ 0 :c 0 z <C w ~ <C 0:: u. UJ I- <( 0 >-00 z 0 I:: Q.. H C£ " V) UJ 0 0 z 00 cY) cY) 0 :tt: s;t Z ·O H C>o > cY) -....l cY) \I) Oil ....l a.. I lL 0 I..) -C£ "( I C) w I..) ;;.: I..!) al s( z s( w 00 H al 0 Hz s( lU C) s( H C£ i=t C) z <( ::, . s( Q.. 00 w C) UJ ~ 00 ~ ~~ DWG#: 00 "' ,-.. <r ..;. <r ,-.. i ~ x ... 00 ,-.. <r 00 "' °' "' ~ "' ~ ::i:: a. FL-20867.1 SHEET: 18 OF 29 SEE HINGE DETAIL 2 31.00' MAX. O.C. (TYP.) SEE HINGE DETAIL 1 . HINGE JAMB CONCRETE ANCHOR NOTES: . . 1 X/2X BUCK 4. MASONRY OPENING 4 2" 1" 4 <1. 4 I. ..... 4 4 .. . 41 :zzz=ztzz=Zzz=znz 4 DOOR FRAME 4 9 4 A 44 4 - - - - - 4 H 2X BUCK L 1 X BUCK D DIRECT TO MASONRY TYP. HEAD &JAMBS 4 4. D S 11 TYP. SILL - - - - - 9- - 4"-- 4" 11 - - - - - -- FRAME ANCHORING Masonry construction 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR TYPE ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® ANCHOR SIZE 114" 1/4" 3/16" MIN. EMBEDMENT 1-1/4" 1-1/4" 1-1/4" MIN. CLEARANCE TO MASONRY EDGE 3" WOOD SCREW INSTALLATION NOTES: MIN CLEARANCE TO ADJUSTMENT ANCHOR 4" 4" 1-1/2" 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 1 - - - - - 6" 14" MAX. O.C.(TYP.) . STRIKE JAMB . 6" (TYP,)(j)'K 0 1 · 5.50"1 8 7 \ STRIKE PLATE DETAIL F / i /1 %441 \4 HINGE DETAIL 1 F V / \l HINGE DETAIL 2 6 G 2X BUCK N 1 X BUCK P DIRECT TO MASONRY 6 G 2X BUCK N 1 X BUCK P DIRECT TO MASONRY - - UJ 1- 12 0 0 0 (-r) tb U') Z Lu H ao D M2 OU 3 25 LD lo Z 0 1-1 to 1-1 UJ 0£ Z 0 I 0 Z LU LL > CO UJ 1- <C 0 Z 0 12 a_ OL U lu 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-10/3dow:WO < 11 Ch 0 Z///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95LIZ 1-=&5*-,Fl. (15:Haimi : Hi -0« 1%.5.t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3%O 0 u W DWG #: FL-20867.1 SHEET:19 OF 29 00 i g r. Ch I 31 .00" MAX. O.C. (TYP.) SEE HIN GE DETAIL 2 HINGE JAMB 4 1X/2X BUCK DOOR FRAME MASONRY OPEN IN G ·=~ ., L .;.a :., CONCRETE ANCHOR NOTES: ,., . 4 .4 ., ~ 4 , ., ., '4 4 . 4 D DIRECTTO MASONRY TYP.HEAD &JAMBS q_ ~ 4'' 4" ~TYP.SIL~ I .4 . . ., . I I I I FRAME ANCHORING Masonry construction 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR ANCHOR M IN. MIN. CLEARANCE MIN C LE ARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITW BUILDEX TAPCON® 1/4" 1-1 /4" 2" 4" ELCO 1/4" 1-1 /4" 1" 4" ULTRACON® ITW BUILDEX 3/16" 1-1 /4" 3" 1-1 /2" TAPCON® WOOD SCREW IN STALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitti ng of wood. 14" MAX. O .C .(TYP.) 5.50" -, I STRIKE JAMB STRIKE PLATE DETAIL HINGE DETAIL 1 DIRECT TO MASONRY 1X BUCK P DIRECTTO MASONRY HINGE DETAIL 2 r1hTRINITY GLASS 111111 I N T E R N AT I O N A L TRINilY GLASS INTERNATIONAL IX. 0 0 .0 V) c..!) V) z SC 1-1 ...J ,:: c..!) V) IX. f- UJ ::> ~o lL f- .0(,.) UJ SC Na.. SC :E ~ 1-1 lU _J I- I:: V) z 0 H V) H > w Cl 3365 1ST WAYS FEDER AL WAY, WA 98003 PH: (253) 875-7300 C> z ~ 0 :c 0 z <C w ~ <C 0:: u. lU I- <( 0 >-00 z 0 I:: Q.. H C£ " V) lU 0 0 z 00 cY) cY) 0 :tt: s;t Z ·O H C>o > cY) -....l cY) \I) Oil ....l a.. I lL 0 I..) - C£ "( I C) w I..) ;;.: I..!) Oil s( z s( w 00 H Oil 0 Hz s( lU C) s( H C£ i=t C) z <( ::, . s( Q.. ooW.O W ~ 00 ~ ~~ DWG#: 00 "' ,-.. <r ..;. <r ,-.. i ~ x ... 00 ,-.. <r 00 "' °' "' ~ "' ~ ::i:: a. FL-20867.1 SHEET: 19 OF 29 SEE HINGE DETAIL 2 31.00" MAX. O.C. (TYP.) HINGE JAMB CONCRETE ANCHOR NOTES: 1/4" 1/4" SEE HINGE DETAIL 1 . . . . 1 X/2X BUCK 4 1 MASONRY OPENING 4 4 4. 4 .. <1 DOOR FRAME 2" 1" 4 . 4 A 4 - - - - 4" 4" 1 AH 2X BUCK L 1 X BUCK D DIRECT TO MASONRY TYP. HEAD &JAMBS 1 1 B I / TYP. SILL - I i 4 - 4 · 4· 4" - 11 A F-ASTRAGAL SHOWN FOR REF ONLY IB FRAME ANCHORING Masonry construction 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR TYPE ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® ANCHOR SIZE 3/16" MIN. EMBEDMENT 1-1/4" 1-1/4" 1-1/4" MIN. CLEARANCE TO MASONRY EDGE 3" WOOD SCREW INSTALLATION NOTES: MIN CLEARANCE TO ADJUSTMENT ANCHOR 1-1/2" 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 1 G - 6" (TYP.) 14" MAX. O.C.(TYP.) 22 Astragal Strike @ Head - - - - 6" o\. VIEW A-A r=' L 5.50" ASTRAGAL 1 -7 4 STRIKE DETAIL 1 F V / i / \ %/ HINGE DETAIL 1 F /L_ V / HINGE DETAIL 2 -1\ 23 \ / 1r T f\\11 11 1., 1, :1 0 .1 VIEW B-B Astragal Strike @ Sill 8 6 G 2X BUCK N 1 X BUCK P DIRECT TO MASONRY 6 G 2X BUCK N 1 X BUCK P DIRECT TO MASONRY - - UJ 1- 12 0 0 0 (-r) tb U') Z Lu H ao D M2 OU 3 25 LD lo Z 0 1-1 to 1-1 UJ 0£ > CO UJ 1- <C 0 Z 0 12 a_ OL U lu 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 Z 0 I 0 Z LU LL cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-10/3dow:WO < 11 Ch 0 Z///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95LIZ 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3%O 0 u W DWG #: FL-20867.1 SHEET:2OOF 29 00 i g r. Ch I 4 ' <I .. 4 ., . 4 ·. <I • .:I . 4 q_ 4"~ 4" I I Af~-~tA 2XBUCK _ _ D DIRECTTO MASONRY 31.00" MAX. O.C. (TYP.) 1X/2X BUCK TYP.HEAD &JAMBS ASTRAGAL SHOWN FOR REF ON LY SEE HI NGE DETA IL 2 DOOR FRAME MASONRY OPEN IN G <I L ... .:I :., <I .:I <I 4 . '4 ~I i s P. SI LL B l l l I l .4 . . <I . HINGE JAMB FRAME ANCHORING Masonry construction CONCRET E A NC H OR NO T ES: 1. Concrete anchor locations noted as "M AX O N CENTE R" and at the corners must be adj usted to maintai n m in . edge distance to mortar j o ints. Add it ional concrete anchors may be requ ire d to ensure the "MAX O N C ENTER" dimensions are not exceeded. ANCHOR ANCHOR M IN. MIN. CLEARANCE M IN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITW BUILDEX 1/4" 1-1/4" 2" 4" TAPCON® ELCO ULTRACON® 1/4" 1-1/4" 1" 4 " ITW BUILDEX 3/16" 1-1/4" 3 " 1-1/2" TAPCON® WOOD SCREW INST A LLA T ION NOTES: l • VIEW A -A • 1. Maintain a m i n. 5/8" edge d istan ce, & 1" o .c. spacing of wood screws to prevent splitting of wood . Astraga l Strike@ Head 14" MAX. O.C.(TYP.) I 5.50" ASTRAGAL STRIKE DETAIL 1 1X BUCK DIREC T TO MASONRY HINGE DETAIL 1 HINGE DETAIL 2 VIEWB-B Astragal Strike @ S ill DIRECT TO MASONRY r1hTRINITY GLASS 111111 I N T E R N AT I O N A L TRINilY GLASS INTERNATIONAL IX. 0 0 D V) c..!) V) z SC 1-1 ...J ,:: c..!) V) IX. f- UJ ::> ~o lL f- D(.) UJ SC Na.. SC :E ~ 1-1 lU _J I- I:: V) z 0 H V) H > w Cl 3365 1ST WAYS FEDERAL WAY, WA 98003 PH: (253) 875-7300 C> z ~ 0 :c 0 z <C w ~ <C 0:: u. lU I- s( 0 >-00 z 0 I:: Q.. H C£ " V) lU 0 0 z 00 cY) cY) 0 :tt: s;t Z ·O H C>o > cY) -....l cY) \I) Oil ....l a.. I lL 0 I..) -C£ "( I C) w I..) ;;.: I..!) Oil s( z s( w 00 H Oil 0 H z s( lU C) s( H C£ i=t C) z s( ::, . s( Q.. 00 w C) W ~ 00 ~ ~~ DWG#: 00 "' ,-.. <r ..;. <r ,-.. i ~ x ... 00 ,-.. <r 00 "' °' "' ~ "' ~ ::i:: a. FL-20867.1 SHEET:200F 29 . 4. 4 1 X/2X BUCK MASONRY OPENING CONCRETE ANCHOR NOTES: '' 4 4 I. .. .. .'. 4 4 A 4' - - - 4* -1 -4 - -- 414. 4_ TYP. HEAD &JAMBS 4 FOR REF. ONLY BUCK ANCHORING 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR TYPE ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® ANCHOR SIZE 1/4" 1/4" 3/16" MIN. EMBEDMENT 1-1/4" 1-1/4" 1-1/4" MIN. CLEARANCE TO MASONRY EDGE 2" 1" 3" WOOD SCREW INSTALLATION NOTES: MIN CLEARANCE TO ADJUSTMENT ANCHOR 4" 4" 1-1/2" 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 4"-- 4" - -4 i - - ,.... - - . 4" f 15.13" MAX. O.C.(TYP.) FOR OXO CONFIGURATIONS --llf- - - UJ 1- 12 0 0 0 (-r) tb U') Z Lu H ao D M2 OU 3 25 LD lo Z 0 1-1 to 1-1 UJ 0£ Z 0 12 a_ OL U lu 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 Z 0 I 0 Z 0 00 > CO UJ 1- <C 0 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-10/3dow:WO < 11 Ch 0 Z///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95LIZ 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3%O 0 u W DWG #: FL-20867.1 SHEET:21 OF 29 00 i g r. Ch I ... .. •.. ~.; ., .. ·., <I .. "' ·. <1. A ..,. • ~ .. ,., . -.. TYP.HEAD .a · . ,• ., <I ,4 •, -., .... 1X/2XBUCK~ .... - MASONR~ OPEN ING : 4 ~~~ez:1 -- ., .a i--. •, . .d. . ... &JAMBS .d . ~\ ·. . ""·. . .. • • • • • • I I I I l l FOR REF. ONLY BUCK ANCHORING CONCR ETE ANCHOR NOTES: 1. Concrete anchor locati ons noted as "MAX O N C ENTER" and at the corners must be adjusted to m a in tain mi n. e d ge d ista nce to mortar joints. Additional concrete anchors m ay be required to ensure t he "MAX O N C ENTER" d imensions a re not exceeded. 2. Concrete anchor table : ANCHOR ANCHOR MIN. M IN . CLEARANCE M IN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITWBUILDEX TAPCON® 1/4" 1-1 /4" 2" 4" ELCO 1/4" 1-1 /4" 1" 4" ULTRACON® ITW BUILDEX 3/16" 1-1/4" 3" 1-1 /2" TAPCON9 WOO D SCREW IN ST A LLA T ION N OTES: 1. Maint ain a min. 5/8" edge dist ance, & 1" o.c. spacin g of wood screws t o p revent splitting of wood. ------4'' ~ 4" ,--.1---_t .... t 15.13" MAX. O.C.(TYP.) ..... t FOROXO CONFIGURA T/ONS r1hTRINITY GLASS 111111 I N T E R N AT I O N A L TRI NilY GLA SS I N TERNATIONAL IX. 0 0 .0 V) c..!) V) z <( 1-1 ...J ,:: c..!) V) IX. f- UJ ::> ~o lL f- .0(,.) UJ <( Na.. <( :E ~ 1-1 lU _J I- I:: V) z 0 H V) H > w Cl 3365 1ST WAYS FEDERAL WAY, W A 98003 PH: (2 53) 875-7300 (!) z a? 0 ::c 0 z < ::3' 0 ::::, al lU I- <( 0 >-00 z 0 I:: Q.. H C£ " V) lU 0 0 z 00 cY) cY) 0 :tt: '<t" Z ·O H C>o > cY) -....l cY) \I) Oil ....l a.. I lL 0 I..) - C£ <( I C) w I..) ;;.: I..!) al <( z <( w 00 H al Hz<( 0 lU 0 <( H C£ i=t C) z <( ::, . <( Q.. ooW.O lU ~ oo ~ ~~ DWG#: 00 "' ,-.. <r ..;. <r ,-.. i ~ x ... 00 ,-.. <r 00 "' °' "' ~ "' ~ ::i:: a. FL-20867.1 SHEET: 21 OF 29 SEE HINGE DETAIL 2 31.00' MAX. O.C. (TYP.) 4 CONCRETE ANCHOR NOTES: SEE HINGE DETAIL 1 . 1 X/2X BUCK DOOR FRAME 2" 1" A' 4 4 .4 4 AA 4. I. .. 4 1 1 1 MASONRY OPENING HINGE MULLION 4 4 - - D H 2X BUCK L 1 X BUCK D DIRECT TO MASONRY TYP. HEAD &JAMBS TYP. SILL 11 - A - B B 1--1 4 11 11 ANCHOR TYPE ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® ANCHOR SIZE 114" 1/4" 3/16" MIN. EMBEDMENT 1-1/4" 1-1/4" MIN. CLEARANCE TO MASONRY EDGE WOOD SCREW INSTALLATION NOTES: 1-1/2" 1416 17 FRAME ANCHORING 1-1/4" _fl L VIEW A-A i Masonry construction 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 3" MIN CLEARANCE TO ADJUSTMENT ANCHOR 4" 4" 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. $ 4" 1 1 14 16 17 r#ER o-2X 4X/ 4 0 (1-12 5 > ty. f Head to mullion attachment (Standard or Fat Mullion) VIEW A-A Head to mullion attachment (Two-piece Fat Mullion) - - - - 14" MAX. O.C.(TYP.) 6" 6" (TYP.) 0 1 · 5.50" STRIKE MULLION 7[ r e 02X VIEW B-B Sill to mullion attachment (Standard or Fat Mullion) 8 7 \ STRIKE PLATE DETAIL F 711 Zi HINGE DETAIL 1 F 0 -* 1-,/£-- V HINGE DETAIL 2 01!10 \ VIEW B-B Sill to mullion attachment (Two-piece Fat Mullion) - - UJ 1- 12 0 0 0 (-r) tb U') Z Lu H ao D M2 OU 3 25 LD lo Z 0 1-1 to 1-1 UJ 0£ UJ 1- <C 0 Z 0 12 a_ OL U lu 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 Z 0 I 0 Z LU LL > CO cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-10/3dow:WO < 11 Ch 0 Z///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 .O. f 6- ·-31*- O:il=9.5.5 : Hi -0« 1%.5.t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3%O 0 u W DWG #: FL-20867.1 SHEET:220F 29 00 i g r. Ch I 4 · " .4 .· : . . .<1. 4 4 . . ,4 31.00" MAX. O.C. (TYP.) SEE HIN GE DETA IL 2 L 1X/2X BUCK DOOR FRAME MASON RY OPEN I NG ~ ·= ~ " HINGE MULLION ..i,1 :., CONCRETE A NC H O R NOTES: " :.:3 4 , ., " '4 " •' ' ' 4 ·.<I . D DIRECTTO MASONRY TYP.HEAD & JAMBS BL_!B FRAME ANCHORING Masonry construction 1 . Concrete ancho r locations not ed as "MAX O N C ENTER" a nd at t he corn ers m u st be adj ust ed to maintai n m in . e d ge distance t o mortar j oint s. Add itional concrete anchors may be requ ired t o ensure th e "MAX O N C ENTER" d i mens ions are not exceeded. ANCHOR ANCHOR M IN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITW BU ILDEX TAPCON® 1/4" 1-1 /4" 2" 4" ELCO ULTRACON® 1/4" 1-1/4" 1" 4 " ITWBUILDEX 3/16" 1-1 /4" 3" 1-1 /2" TAPCON® WOOD SCREW INST A LLA T ION N OTES: 1. Ma int a in a min. 5/8" edge d istance, & 1" o .c. spacing of wood screws to prevent splitting of wood . VIEW A-A Head to mu llion attachment (Standard or Fat Mullion) 4'' ---- -4" VIEW A-A Head to mullio n attachment {Two-piece Fat Mullion) --t---6" (TYP.) I I 6" 14" MAX. STRIKE PLATE DETAIL O.C.{TYP.) 5 .50" -t HINGE DETAIL 1 STRIKE MULLION VIEWB-B S ill to mu llion attachment (Standard or Fat Mullion) HINGE DETAIL 2 ♦ ♦ VIEWB-B Sill to mullion attachment (T wo-piece Fat Mulli on) r1hTRINITY GLASS 111111 I N T E R N AT I O N A L TRINilY GLASS INTERNATIONAL IX. 0 0 .0 V) c..!) V) z SC 1-1 ...J ,:: c..!) V) IX. f- UJ ::> ~o lL f- .0(,.) UJ SC Na.. SC :E ~ 1-1 lU _J I- I:: V) z 0 H V) H > w Cl 3365 1ST WAYS FEDERAL WAY, WA 98003 PH: (253) 875-7300 C> z ~ 0 :c 0 z <C w ~ <C 0:: u. lU I- <( 0 >-00 z 0 I:: Q.. H C£ " V) lU 0 0 z 00 cY) cY) 0 :tt: s;t Z ·O H C>o > cY) -....l cY) \I) Oil ....l a.. I lL 0 I..) - C£ "( I C) w I..) ;;.: I..!) Oil s( z s( w 00 H CO 0 Hz s( lU C) s( H C£ i=t C) z <( ::, . s( Q.. ooW.O lU ~ oo ~ ~~ DWG#: 00 "' ,-.. <r ..;. <r ,-.. i ~ x ... 00 ,-.. <r 00 "' °' "' ~ "' ~ ::i:: Q. FL-20867.1 SHEET:22 OF 29 SEE HINGE DETAIL 2 31.00" MAX. O.C. (TYP.) 114" 1/4" m m SEE HINGE DETAIL 1 . . . . 4, 1 X/2X BUCK 4 '' 4 4 1 1 CONCRETE ANCHOR NOTES: 2" 1" 4 4 DOOR FRAME HINGE JAMB MASONRY OPENING .4 4 CZZEZZ.zznzz 4 . 4 A 4 - - - - - H 2X BUCK L 1 X BUCK D DIRECT TO MASONRY TYP. HEAD &JAMBS S 11 D TYP. SILL 4 A - - - - - iF 11 - - - - F I FRAME ANCHORING Masonry construction 1. Concrete anchor loactions noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR TYPE ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® ANCHOR SIZE 3/16" MIN. EMBEDMENT 1-1/4" 1-1/4" 1-1/4" MIN. CLEARANCE TO MASONRY EDGE 3" WOOD SCREW INSTALLATION NOTES: MIN CLEARANCE TO ADJUSTMENT ANCHOR 4" 4" 1-1/2" 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 11 I I - - - - - - q. 4" - - - - - - 4"-- - - - - - 6" 14" MAX. O.C.(TYP.) . . . . . . . . 6" (TYP.)CE)« · 5.50" STRIKE JAMB 8 7 \ STRIKE PLATE DETAIL */«S_t4« HINGE DETAIL 1 F HINGE DETAIL 2 - - - - - - LU M 0 0 0 lr) LD tr) Z <H M2 OU 1 * H lo Z 0 H H UJ £* | TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 15T WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 e Z E 0 0 Z Ul 0, LL CO L.LI 1- 0 Z 0 P Bi CL U l/) UJ 0 ki 0 11.1 CL <C a_ U.J »-, 00 CX < 31 Ch 00 (Y) (Y) d <r I OUU 00 1 Zz< 0 /r n2 unal,i, 5 ......... ... ' %52* 0. A 43* S Qi'illii,62fu "1 00 >lil COZ uu')%5 g5 MLL <|_ OA S II UZ U DWG #. FL-20867.1 SHEET:230F 29 Ch C. Ch I C. CO R 31.00" MAX. O.C. (TYP.) SE E HIN GE DETA IL 2 1X/2X BU C K • DOOR FRAME MASONRY OPEN ING HINGE JAMB CON CRETE A N C HOR NO TES : .4 . . . ..; . • 4 ~ .• 4 4 . ., D DI RECTTO MASONRY T YP.HEAD &JAMBS ~TYP.SILL , , r r , FRAME ANCHORING M asonry construction 1. Conc r ete anchor loactions noted as "MAX ON C ENT E R" and at the corners must be adjusted to m a i ntain m in . edge d istance to m ortar j o i nts. Additiona l concrete ancho rs may be required to ensure th e "MAX ON C ENTER " dimensions a re not exceeded. ANCHOR ANCHOR MIN. MIN. CLEARANCE M IN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITWBUILDEX TAPCON@ 1/4" 1-1/4" 2" 4" ELCO 1/4" 1-1 /4" 1" 4" ULTRACON® ITWBUILDEX TAPCON@ 3/16" 1-1/4" 3 " 1-1 /2" WOOD SCRE W IN S TA LLATIO N N OTES : 1. Mai ntain a m i n . 5/8" edge distance, & 1" o.c. spacing of wood screws to p revent splitting of wood. ____ 4 t i _____ 14" MAX. STRIKE PLATE DETAIL O.C.(TYP.) 5.50" -t HINGE DETAIL 1 I I I I I STRIKE JAMB HINGE DETAIL 2 r1tlTRINITY GLASS 11111 .. INTERNATIONAL TRINITY GLASS INTERNATIONAL a. 0 0 0 V) ~ V) z s( H ...J 3: ~ V) a. f-- UJ :::> elo LL f-- 01...) UJ s( Na.. s( :E .:5 H w ....l I-t: V) z 0 H V) H > w ~ 3365 1ST WAYS FEDERAL WAY. W A 98003 PH: (253) 875-7300 (!) z ii: 0 :I: u z < w :!:: ~ u. UJ I- <( Q >-a) z 0 t: a.. H a: u \/) UJ Q 0 z 00 (Y) (Y) I,.) :it -st Z ·O Hoo > (Y) -...J (Y) \/) a) ...J a.. I LL 0 u - a:<( I L) LU U > I.!) a) <( Z <( LU a) H al Hz<( Q w L) <( H Cf. ~oz <( ::, . <( a.. a:iLUO W ~ 00 &: ~~ DWG#: <O M ,._ ... ..,. ... ,._ ~ to e x L1. <O ,._ ... <O d-. "' M ~ to e ::i: Q.. FL-20867.1 SHEET:23 OF 29 1 X/2X BUCK MASONRY OPENING 4 4. · -I.- TYP. HEAD &JAMBS4 4 4 I. .. .'I .. 4 .. 4 - - - - @ 4 4 · 4. CONCRETE ANCHOR NOTES: 4"-- 411 -- FOR REF. ONLY BUCK ANCHORING 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR TYPE ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® ANCHOR SIZE 1/4" 1/4" 3/16" MIN. EMBEDMENT 1-1/4" 1-1/4" 1-1/4" MIN. CLEARANCE TO MASONRY EDGE 2" 1" 3" WOOD SCREW INSTALLATION NOTES: MIN CLEARANCE TO ADJUSTMENT ANCHOR 4" 4" 1-1/2" 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 4"--1 4"-- FOR 0XXO CONFIGURATIONS 4" - - - 4" 15.13" MAX. O.C.(TYP.) - - UJ 1- 12 0 0 0 (-r) tb U') Z Lu H ao D M2 OU 3 25 LD lo Z 0 1-1 to 1-1 UJ 0£ ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 Z 0 I 0 Z 0 00 > CO UJ 1- <C 0 Z 0 12 a_ OL U lu 0 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-10/3dow:WO < 11 Ch 0 Z///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95LIZ 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3%O 0 u W DWG #: FL-20867.1 SHEET:240F 29 00 i g r. Ch I ... .. •··.~.; <I .. . <I .. .. .. "' ·."' . A <J · I ~ .. ·<I . -.. 4 ·. .. <I .. .4 •. ~ """""" 1 X/2X BUCK~ +- MASONRY\ OPEN ING _\ : ,i~ <I .. . ... 4 -- <I . ... CONCRETE ANCHOR NOTES: TYP .HEAD &JAMBS I • • I • • l l I I l l FOR REF. ONLY BUCK ANCHORING 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON C ENTER" dimensions are not exceeded. 2. Concrete anchor table : ANCHOR ANCHOR MIN. M IN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITWBUILDEX 1/4" 1-1/4" 2" 4" TAPCON® ELCO ULTRACON® 1/4" 1-1/4" 1" 4" ITW BUILDEX TAPCON® 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min . 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent spli tting of wood. -4''- I I I I ---4'' ~ FOR OX.XO CONFIGURATIONS 4" --1---~t -i-, f----------,-t 15.13" MAX. O.C.(TYP.) --1-------'-! -► r1hTRINITY GLASS 111111 I N T E R N AT I O N A L TRINilY GLASS INTERNATIONAL IX. 0 0 .0 V) c..!) V) z SC 1-1 ...J ,:: c..!) V) IX. f- UJ ::> ~o lL f- .0(,.) UJ SC Na.. SC :E ~ 1-1 UJ _J I- I:: V) z 0 H V) H > w Cl 3365 1ST WAYS FEDERAL WAY, WA 98003 PH: (253) 875-7300 (!) z a? 0 ::c 0 z < ::3' 0 ::::, al UJ I- <( 0 >-00 z 0 I:: Q.. H C£ " V) UJ 0 0 z 00 cY) cY) 0 :tt: s;t Z ·O H C>o > cY) -....l cY) \I) Oil ....l a.. I lL 0 I..) - C£ s( I C) w I..) ;;.: I..!) Oil s( z s( w 00 H Oil Hz s( 0 lU 0 s( H C£ i=t C) z <( ::, . s( Q.. ooW.O UJ ~ 00 ~ ~~ DWG#: 00 "' ,-.. <r ..;. <r ,-.. i ~ x ... 00 ,-.. <r 00 "' °' "' ~ "' ~ ::i:: a. FL-20867.1 SHEET:240F 29 31.00" MAX. O.C. (TYP.) SEE HINGE DETAIL 2 ........... 4 HINGE JAMB SEE HINGE DETAIL 1 1 X/2X BUCK 4 ' 4, 4 4 4ZEZZ:=n=ZZ=ZZ= <1 ' .A DOOR FRAME CONCRETE ANCHOR NOTES: MASONRY OPENING 4 4 ·f 44 :1 ' 8 .. 4 - - - - H 2X BUCK L 1 X BUCK D DIRECT TO MASONRY TYP. HEAD &JAMBS S 11 D TYP. SILL A - - - - ir 11 - - - FI FRAME ANCHORING Masonry construction 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR TYPE ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® ANCHOR SIZE 114" 3/16" . . . . MIN. EMBEDMENT 1-1/4" 1-1/4" 1-1/4" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 4 1 4 MIN. CLEARANCE TO MASONRY EDGE 2" 1" 3" 4 MIN CLEARANCE TO ADJUSTMENT ANCHOR 1-1/2" 4" 4" A BJ 11 G 4" li I -- 4" 11 -- A /-ASTRAGAL SHOWN FOR REF ONLY 22 4 1 5 · · 1 VIEW A-A Astragal Strike @ Head 23 \ / 1s f\\ 1->, VIEW B-B Astragal Strike @ Sill IB 11 - - - - -4"-- - - - 4" F \ HINGE DETAIL 1 F 4 HINGE DETAIL 2 1 1 - - - - - 6" 6" (TYP.) 14" MAX. O.C.(TYP.) 13 nt, 5.50" ASTRAGAL 8 STRIKE DETAIL 1 - - UJ 1- 12 0 0 0 (-r) tb U') Z Lu H ao D M2 OU 3 25 LD lo Z 0 1-1 to 1-1 UJ 0£ Z 0 I 0 Z LU LL UJ 1- <C 0 Z 0 12 a_ OL U lu 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 > CO cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-10/3dow:WO < 11 Ch 0 Z///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 .O. f 6- ·-31*- O:il=9.5.5 : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3%O 0 u W DWG #: FL-20867.1 SHEET:25OF 29 00 i g r. Ch I 31 .00" MAX. O.C. (TYP.) L SEE HINGE DETAIL 2 ., .. <I .. ,4 1X/2X BUCK • DOORFRAME~ _ MASONRY OPENING . ., ., 4 ., .... ·. <J . 4 ... L 1X BUCK D DIRECTTO MASONRY TYP.HEAD &JAMBS ~TYP.SIL~ ( ' ' .... . .,_ -I I HINGE JAMB FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additiona l concrete a nchor s may be required to ensure the "MAX ON CENTER" dimensions are not exceeded . ANCHOR ANCHOR MIN. M IN . CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITWBUILDEX TAPCON® 1/4" 1-1/4" 2" 4" ELCO ULTRACON® 1/4" 1-1/4" 1" 4" ITW BUILDEX TAPCON® 3/16" 1-1/4" 3" 1-1 /2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min . 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood . <t. ~4•• 4" ASTRAGAL SHOWN FOR REF ONLY <t. 4••~ --I I I I I I I I • • Astr agal Strike @ Head VIEW A-A HINGE DETAIL 1 • 0 VIEWB-B HINGE DETAIL 2 Astragal Strike @ Sill rr:"(TYP.) I 6" 14" MAX. O .C.(TYP.) I 5.50" I ASTRAGAL • STRIKE DETAIL 1 r1h TRINITY GLASS 111111 I N T E R N AT I O N A L TRINilY GLASS INTERNATIONAL IX. 0 0 .0 V) c..!) V) z SC 1-1 ...J ,:: c..!) V) IX. f- UJ ::> ~o lL f- .0(,.) UJ SC Na.. SC :E ~ 1-1 lU _J I- I:: V) z 0 H V) H > w Cl 3365 1ST WAYS FEDERAL WAY, WA 98003 PH: (253) 875-7300 C> z ~ 0 :c 0 z <C w ~ <C 0:: u. lU I- <( 0 >-00 z 0 I:: Q.. H C£ " V) lU 0 0 z 00 cY) cY) 0 :tt: '<t" Z ·O H C>o > cY) -....l cY) \I) Oil ....l a.. I lL 0 I..) -C£ "( I C) w I..) ;;.: I..!) Oil s( z s( w 00 H Oil 0 Hz s( lU C) s( H C£ i=t C) z <( ::, . s( Q.. ooW.O W ~ 00 ~ ~~ DWG#: 00 "' ,-.. ... ..;. ... ,-.. i ~ x ... 00 ,-.. ... 00 "' °' "' ~ "' ~ ::i:: a. FL-20867.1 SHEET:25 OF 29 . Lo LO C\1 r 0 r-- /0 --1.98"- 3.98" r-, HINGE MATERIAL: STEEL 4.56" r OUTSWING SILL . 0 0 0 0 0 ALUMINUM WITH PVC SUBSTRATE 4.56" 0 0 SIDE & HEAD JAMBS MATERIAL: WOOD . LO (\1 0 0 4 . LO If) LO LO . 5.25" 1 %<I *<I-. r SIDE & HEAD JAMBS (5-1/4" or larger) MATERIAL: WOOD 4.56" 2.44 r- SIDE & HEAD JAMBS MATERIAL: PVC 5.25" I : . ,--» SIDE & HEAD JAMBS (5-1/4" or larger) MATERIAL: PVC 4.56" " .I-/.:SES.4-: .\ P . - 2.44" - SIDE & HEAD JAMBS MATERIAL: PVC r- CY) r- (9 LO (\1 r- 0 0 1.22" 11 X\\+11- 0 0) LO 4.56" - 2.44" - 000 - SILL KEY DETAIL OPTIONAL V 1 9 0 LO r- J - - - UJ 1- 12 0 0 0 (-r) tb U') Z Lu H ao D M2 OU 3 25 LD lo Z 0 1-1 to 1-1 UJ 0£ UJ 1- <C 0 Z 0 12 a_ OL U lu 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 > CO . Z LU Z 0 0 0 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-10/3dow:WO < 11 Ch 0 Z///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95LE 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3%O 0 u W DWG #: FL-20867.1 SHEET:26OF 29 00 i g r. Ch I 0 ..... 3.98"1 0 0 7 0 0 l{) N 0 0 0 0 @ HINGE MATERIA L: STEEL 1------4.56" ----1 @ OUTSWING SILL ALUM INUM W ITH PVC SUBSTRATE 0 0 .._; Lt · 4.56"-I L.____~i t Ci) SIDE & HEAD JAMBS MATERIAL: WOOD _I 5.25" I I } ~L..........<:::-----'-~ l{) t--- l{) t--- @ SIDE & HEAD JAMBS (5-1 /4" or larger) MATERIA L: WOOD ~ -:===~4.56" -..... ('t') ..... C244 =1' @ SIDE & HEAD JAMBS MATERIA L: PVC 5 .25" I I @ SIDE & HEAD JAMBS (5-1/4" or larger) MATERIAL: PVC l{) ~ • 4.56" ---- 1 @ SIDE & HEAD JAMBS MATERIAL: PVC -..... ('t') ..... 0 0 0 -1.22" - 4.56" l{) t--- 2.44"1 0 @ SILL KEY DETAIL OPTIONAL 0 0 ~ _l 0 I{) ..... r1hTRINITY GLASS 111111 I N T E R N AT I O N A L TRINilY GLASS INTERNATIONAL 3365 1ST WAYS FEDER AL WAY. WA 98003 PH: (253) 875-7300 IX. 0 co 00 "' 0 cY) ,-.. .0 cY) ... V) c..!) 0 :tt: s;t ..;. u, ... V) z .... Z ·O ,-.. SC 1-1 H C>o i ...J ,:: z > cY) w -....l cY) ~ c..!) V) \I) Oil ....l IX. f-z ~ ::> 0 C) I lL x 1-1 0 a. C£ I..) -... lL f-:l: C> s( I wu .0(,.) 0 ;;.: I..!) Oil s( UJ SC 00 Na.. u 00 z s( w ,-.. SC :E H Oil ... 0 Hz s( 00 ~ 1-1 C) s( H "' lU °' C£ i=t C) z "' lU s( ::, . s( ~ _J a.. ooW.O "' I-lU ~ co ~ I:: ~ ~~ ::i:: a. lU I- s( 0 >-00 V) z 0 H z 0 V) I:: H a.. H > C£ " w V) lU Cl 0 DWG#: FL-20867.1 SHE ET:26 OF 29 . b 0 @ @ cz!-5 1.00" 0 0 - 2.29" - G 1 2- Cr) r OUTSWING SIDELITE SPACER MATERIAL: PVC - --11 - - 2.00" - * .:r MULLION BASE KIT OPTIONAL 0 0 0 4.56" - L STANDARD MULLION MATERIAL: WOOD 5 1 URETHANE GLUE - . CJ 1 0 C\1 @ 4.56" STANDARD MULLION MATERIAL: PVC 4.56" FAT MULLION MATERIAL: PVC 4.56" SECTION A-A 0 LO 8 b LO r- URETHANE GLUE #8xl 1/4" PRH WS (4 NEAR SIDE) #8xl 1/4" PRH WS (4 FAR SIDE) . @ 1 LOO r /- A IA C\1 MI g TWO-PIECE "FAT" MULLION MATERIAL: PVC L -1 r 0 00 - - - UJ 1- 12 0 0 0 (-r) tb U') Z Lu H ao D /2 OU 3 25 LD lo Z 0 1-1 to 1-1 UJ 0£ UJ 1- <C 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 > CO Z 0 12 a_ OL U lu 0 . Z LU Z 0 0 0 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-10/3dow:WO < 11 Ch 0 Z///1/1,/7/,/AS>.fl) ,,?1.:321423, 5 2*9-95LE 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3%O 0 u W DWG #: FL-20867.1 SHEET:27OF 29 00 i g r. Ch I [ 2.29"- ~:::::;:::::l ===;" _ _____._ c:::S LS t ...... 2L~- c:o 0 @ OUTSWING SIDELITE SPACER MATERIAL: PVC 1.00" 0 0 «) l!) "Sf" 0 0 0 -2.00"- @ MULLION BASE KIT OPTIONAL 14.56" i -.58" ~-- 0 q N l STANDARD MULLION @-------MATERIAL: WOOD 0 q ..... URETHANE GLUE 0 q N l 0 l!) N j N co N 1------4.56" -----1 @ STANDARD MULLION MATERIAL: PVC f-----4.56" ----- FAT MULLION @1------- MA TERIAL: PVC , ______ 4.56" ____ __, 0 0 0 l!) URETHANE GLUE - t t LO 0 ..... ..... s:i- N AJ 1A s:i-..... N ci 00 s:i- N TWO-P/ECE HFA Tn MULL/ON @1-----M-AT_E_R_I_A -L:_P_V_C __ _ SECT/ONA-A #8x1 1/4" PRH WS (4 NEAR SIDE) #8x1 1/4" PRH WS (4 FAR SIDE) r1hTRINITY GLASS 111111 I N T E R N AT I O N A L TRINilY GLASS INTERNATIONAL IX. 0 0 D V) c..!) V) z SC I-I ...J ,:: c..!) V) IX. f- UJ ::> ~o lL f- D(.) UJ SC Na.. SC :E ~ I-I lU _J I- I:: V) z 0 H V) H > w Cl 3365 1ST WAYS FEDERAL WAY, WA 98003 PH: (253) 875-7300 u, .... z w z 0 a. :l: 0 u lU I- <( 0 >-00 z 0 I:: Q.. H C£ " V) lU 0 0 z 00 cY) cY) 0 :tt: '<t" Z ·O H C>o > cY) -....l cY) \I) Oil ....l a.. I lL 0 I..) - C£ "( I C) w I..) ;;.: I..!) al s( z s( w 00 H al 0 Hz s( C) s( H lU C£ i=t C) z <( ::, . s( Q.. ooWC> W ~ 00 ~ ~~ DWG#: 00 "' ,-.. <r ..;. <r ,-.. i ~ x ... 00 ,-.. <r 00 "' °' "' ~ "' ~ ::i:: a. FL-20867.1 SHEET:27 OF 29 . (\1 - 19.63" -I 41 1-la ap SLIDE BOLT ROD STEEL 0 1 . · 1.63" ro-vg f TOP BOLT RETAINER 9-3/4" ALUMINUM BOLT RETAINER -- SLIDE BOLT ROD -10 2.65" ALUMINUM ASTRAGAL · ·1.75" VIEW A-A Aluminum Astragal Assembly CD 7.84" 6 FLUSHBOLT BAR r-Diecast Zinc 0 FLUSHBOLT Diecast Zinc 31 1 3 38"ti I 1.44" 1 · · VIEW B-B PVC Astragal Assembly 0 00 CO SCREW LOCATIONS (TYP.) 2.75" - - 1- 1.09" 0 . S -0 D> 3.75" - 10.75" 0 a_ 0 0 0 0 18.75" -- DEAD BOLT(THRU HOLE) - 0 \ 0 O00 26.75" 0 *61 SCREW LOCATIONS (TYP.) 20.25" 32.25" 0 43.62" . ® 2.50" - 5.50" . 06 -- . LATCH (BLIND HOLE) 1.C].1 ALUMINUM ASTRAGAL 6'8 Aluminum Astragal by Endura Products 0 . 5.50" 0 DEADBOLT (THRU HOLE) \ 0 0 *3-1 0 - PVC ASTRAGAL (21) - 6,8 PVC Astragal by Trinity 0 . 0 33.13" 26.50" 33.13" LATCH (THRU HOLE) 0 0 3.63" 10.50" 18.50" 20.25" (0 0 L 0 2 (3*i .. 1.38" - 0 . . - 8.13" - 0 - 2.50" 0 1- 0 CO 0 0 - - UJ 1- 12 0 0 0 (-r) tb U') Z Lu H ao D M2 OU 3 25 LD lo Z 0 1-1 to 1-1 UJ 0£ UJ 1- <C 0 Z 0 12 a_ OL U lu 0 TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 > CO . Z LU Z 0 0 0 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-10/3dow:WO < 11 Ch 0 Z///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95LIZ 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%-:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3%O 0 u W DWG #: FL-20867.1 SHEET:28OF 29 00 i g r. Ch I N 1 19.63"1 7 1 ;i r t SLIDE BOLT ROD STEEL 0 LO i_ 11 1.63" --~ t TOP BOLT RETAINER 9-3/4" A L UM I NUM BOLT RETAI NER ~=15:;;=-----.t _.,,,.,...~ 2 .65" S LI DE BOLT ROD ~ ! ~ ~ ALU MINU M _/-r,&.....r.:...~----1._ ASTRAGAL ,__.._1 .75" VIEW A-A Aluminu m Astragal Assembly L,__1 · --7.84" --1 .... 1 ==--..... m .. _ ... _--------,1 0) FLUSHBOL T BAR ~ Diecast Zinc (o I::: I 0 I co co i t SCREW LOCAT IONS (TYP .) \ DEAD BOL T (THRU HO L E) ~ _ '\-5.50" r LAT CH (B LI ND HOLE ) II 33.13"-------- ~: 0 0 ' 0 0 JO o 0(50 0 0 0 2.75" I I -3.75" -3 . 63" --i_,________,_, ~ <( I <( -10.75" ~I , I I 18 .75" 2 .50"- 26.75" ---10.50" ----- i--------18.50" -----i ,_-----26.50" _____ _, I om ==~---,=~~!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!~,.~o~•~l!!!!!!!!!!!!~1~•0~•~1 !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!M~~0~1 l------,l=====~q ALUMINUM ASTRAGAL @ 6'8 A lum inum Astraga l by Endura Products SCREW LOCAT IONS (TYP.) \ -5 .50" , __________ 33.13" ________ , ' 0 • 0 ~ 0 f- f- 0 co ,___ ____ 20.25" ------, •----------32.25" ---------, 1.38"- - --8 .13" --- ,___-----------43.62" _____________ , •-----20.25" ------• -, 1-1.09" ~-=,---------~p ~f--1 ~ 0 f- f- 0 co L...,,--w.------"'----1. FLUSHBOLT Diecast Z inc -~ t ~]_ 3r 1.44"~-=r-- VIEWB-B PVC Astragal Assembly co I co > ===========D=E=A=D=BO==LT=(=T=H=R=U=H=O=L=E)=~=====!!<.=====::;t/===L=A=T=C=H=(T=H=R=U=HO=L=E=)==========i I '\. / I o c::::m o) 0 0 l.QJ O I O J PVC ASTRAGAL @6'8 PVC Astraga l by Trinity 0 (0 m=i 0 r1hTRINITY GLASS 111111 I N T E R N AT I O N A L TRINilY GLASS INTERNATIONAL IX. 0 0 .0 V) c..!) V) z SC I-I ...J ,:: c..!) V) IX. f- UJ ::> ~o lL f- .0 (,.) UJ SC Na.. SC :E ~ I-I UJ _J I- I:: V) z 0 H V) H > w Cl 3365 1ST WAYS FEDERAL WAY, WA 98003 PH: (253) 875-7300 u, .... z w z 0 a. :l: 0 u UJ I- s( 0 >-00 z 0 I:: Q.. H C£ " V) lU 0 0 z 00 cY) cY) 0 :tt: -<t" Z ·O H C>o > cY) -....l cY) \I) Oil ....l a.. I lL 0 I..) - C£ "'( I C) w I..) ;;.: I..!) Oil s( z s( w 00 H Oil Hz s( 0 lU C) s( H C£ i=t C) z s( ::, . s( Q.. ooW.O UJ ~ 00 ~ ~~ DWG#: 00 "' ,-.. ... ..;. ... ,-.. i ~ x ... 00 ,-.. ... 00 "' °' "' ~ "' ~ ::i:: a. FL-20867.1 SHEET:28 OF 29 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 ITEM # A B C D E F G H 1 J K L M N 0 P Q R S 1 1A 2 2A DESCRIPTION 1 X BUCK SG>=0.55 2X BUCK SG>=0.55 1/4" MAX. SHIM SPACE BILL OF MATERIAL 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW #9 X 3/4" PFH WS #9 X1" PFH WS #9 X 2-1/4" PFH WS #10 X 2-1/2" PFH WS #8 X 2" PFH WS #6 X 1 -1/4" DRYWALL SCREW MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW 1/4" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW 3/16" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW #8 X 2-1/2" PFH WS 3/16" X 2-1/4" PFH ELCO OR ITW CONCRETE SCREW #8 X1" PFH WS 3/16" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW #10 X 3" PFH WS JAMB (FINGER-JOINT PINE - SG>=0.42) JAMB (FINGER-JOINT PINE - SG>=0.42) JAMB JAMB JAMB WEATHER STRIP QEBD650 Q-LON 3.98" X 4.0" HINGE MIN 0.098" MIN THICK STRIKE PLATE DEADBOLT PLATE SILLKEY OUTSWING SILL - ALUMINUM WITH PVC SUBSTRATE DOOR PANEL - SEE DOOR PANEL CONSTRUCTION DETAILS SHEET SIDELITE PANEL - SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET OUTSWING SIDELITE SPACER STANDARD MULLION (FINGER JOINT PINE SG>=0.42) MULLION BASE KIT STANDARD MULLION "FAT" MULLION TWO-PIECE "FAT" MULLION 1 X MULLION ALUMINUM ASTRAGAL BY ENDURA PRODUCTS PVC ASTRAGAL BY TRINITY ASTRAGAL STRIKE @ HEAD ASTRAGAL STRIKE @ SILL MATERIAL WOOD WOOD STEEL STEEL STEEL STEEL STEEL STEEL STEEL CONCRETE STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL WOOD WOOD PVC PVC PVC STEEL STEEL STEEL PC/ASA ALUM./PVC PVC WOOD PC/ASA PVC PVC PVC WOOD ALUMINUM PVC STEEL STEEL - - UJ 1- 12 0 0 0 (-r) tb U') Z Lu H ao D M2 OU 3 25 LD lo Z 0 1-1 to 1-1 UJ 0£ 0 E Ul <C LL 0 -1 E > CO UJ 1- <C 0 Z 0 12 a_ OL U lu 0 TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 00 ry) M U % 4- ZE.o1-1 > M BI2 OCUI-03U (n Z<00 1-1 1-1 0£ 1-'OZ 0 ELU LU /-00 a <r >1 e 0 Z///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95LIZ 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3%O 0 u W DWG #: FL-20867.1 SHEET:290F 29 00 i g r. Ch I BILL OF MATERIAL QD TRINITY GLASS INTERNATIONAL ITEM# DESCRIPTION MATERIAL A 1 X BUCK SG>=0 .55 WOOD B 2X BUCK SG>=0.55 WOOD TRINilY GLASS INTERNATIONAL C 1/4" MAX. SH IM SPACE -3365 1ST WAYS FEDERAL WAY. WA 98003 D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW S TEEL PH: (253) 875-7300 E #9 X 3/4" PFH WS STEEL IX. 00 0 00 "' F #9 X 1" PFH WS STEEL 0 cY) ,-.. cY) ... .0 0 :tt: s;t ..;. V) c..!) en ... G #9 X 2 -1/4" PFH WS STEEL V) z ...J Z ·O ,-.. SC 1-1 <C H C>o i > cY) H #10 X 2-1/2" PFH WS S TEEL ...J ,:: i:i2 -....l cY) ~ c..!) V) \I) Oil ....l IX. f-w a.. I lL x I #8 X 2" PFH WS S TEEL UJ ::> I-~o <C 0 I..) -... C£ -c:c I J #6 X 1-1/4" DRYWALL SCREW STEEL lL f-::E C) w I..) .0(,.) u.. ;;.: I..!) Oil -c:( UJ SC z -c:( w 00 MASONRY -3 ,000 PSI MIN. CONCRETE CONFORM IN G TO AC I 301 0 ,-.. CONCRETE Na.. 00 H Oil ... 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H 3 JAMB PVC > C£ " 5 WEATHER STRIP QEBD650 Q-LON -w V) lU 6 3.98" X 4.0" HINGE MIN 0.098" MIN THICK STEEL Cl 0 7 STRIKE PLATE STEEL 8 DEADBOLT PLATE STEEL 9 S IL LKEY PC/ASA 0 10 OUTSWING SILL -ALUMINUM WI TH PVC SUBSTRATE ALUM./PVC z 11 DOOR PANEL -SEE DOOR PANEL CONSTRUCTION DETAILS SHEET - ,,,,, • ,,,,, I!? ,,,, 0 -+c 'ci::121, ''1, ~ 12 S IDELITE PANEL -SEE S IDELITE PANEL CONSTRUCTION DETAILS SHEET -__., <v~ •• •·•••· ~~' OUTSWING SIDE LITE SPACER PVC .... .. ·•. -~ 13 ' ... •• • •• 0.. i 14 STANDARD MULLION (FINGER JOINT PINE SG>=0.42) WOOD = o; " t,Jg~1 --u.: • i-:: z...,~ 15 MULLION BASE KIT PC/ASA -: . 0 -~i! 16 STAND ARD MULLION PVC t \ ---· 1--✓ 1~ II,, ~--~~rs -~ 17 "FAT" MULLI ON PVC ::., <:>';·-.... . .. •·\~ .$ 0 18 TWO-P IECE "FAT" MULLION PVC ,,, 'I-/ -+c p?-0 \ ~ ,, • \ E 19 1X MULLION WOOD .. '° ~,,,. ll I . u:, \I) w~ 00 ~z 20 ALUM INUM ASTRAGAL BY ENDU RA PRODUCTS ALUMINUM 1--q-z V) ~ lL _J 1-- <( ~ ~z 21 PVC ASTRAGAL BY TRIN ITY PVC C) ,-... ;: _J II 0 0 " V) 22 ASTRAGAL STRIKE@HEAD STEEL DWG#: 23 AST RAGAL STRIKE @SILL STEEL FL-20867.1 SHEET:290F 29