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HomeMy WebLinkAboutRevisions; Siding Soffit Stucco etcOFFICE USE ONLY: DATE FILED: 1 1 REVISION FEE: PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE RECEIVED FORT PIERCE, FL 34982-5652 (772) 462-1553 JUL 2 7 2021 APPLICATION FOR BUILDING PERMIT REVISIONS St. Luclottclfi4nty PROJECT INFORMATION LOCATION/SITE ADDRESS: 3270 HATCHER ST.. FT. PIERCE. -FL. DETAILED DESCRIPTION OF PROJECT REVISIONS: SIDING & SOFFITSTO STUCCO, 5V CRIMP ROOF TO STANDING SEAM, FRONT DOOR, PRODUCT APPROVALS, CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC 1507158 ST. LUCIE CO CERT. #: BUSINESS NAME: HERITAGE CONTRACTING SERVICES QUALIFIERS NAME: PAUL KUHN JR ADDRESS: 4900 CONLEY PLACE CITY: FT. PIERCE - STATE: FL ZIP: 34951 PHONE (DAYTIME): 216-6612 FAX: N/A OWNER/BUILDER INFORMATION: NAME: RICHARD JEMISON ADDRESS: PO BOX 5616 CITY: FT. PIERCE STATE: FL ZIP: 34954 PHONE (DAYTIME: 772-215-5623 FAX: N/A ARCIHTECT/ENGINEER INFORMATION: NAME: BENCHMARK ENGINEERING ADDRESS: i CITY: FT. PIERCE QTA T Fh ZIP: PHONE (DAYTIME): FAX: N/A SLCCC: 9123109 Revised 06130/17 �vor EXTREMEMETAL FABRICATORS SKILLED CRAFMRS OF MC7AL t7OOrING aYSTF'MS 26ga (min) SNARMAX over 15/32" (min) plywood Extreme Metal Fabricators 2160 SW Poma Dr I Palm City FL 34990 Product Description Nailstrip, snaplock style panel with a 16" maximum panel width and a nominal rib height of 1" Product Material RECEIVED 26ga (min) steel Corrosion resistant per FBC 1507.4.3 where required JUL 2 a 2021 Fastener Lucpermitting #10 x 1-inch pancake style fastener Perm++n9 Compliant with FBC 1506.6 where required. Substrate/Deck 15/32" (min) plywood or �® 3/4" (min) thick wood plank (min S.G. of 0.42) Evaluated by: David Eng, PE Timberlake Cove, LLC 3324 W Univ Ave #206 1 Gainesville FL FL PE 81377 1 FL CA 33344 www,Ti m be ri_a keCove.com ,itlillIjIII, Underlayment: Comply with local building code or FBC 1507.1.1 where required. Slope: Comply with local building code or FBC 1507.4.2 where required. Re -Roofing: This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC 1511, provided the existing roof meets the conditions required by the applicable code. Maximum Allowable Loads & Installation Requirements: Method A: #10 x 1" fastener at 6" o.c. along nail strip: 69.25 PSF Method B: #10 x 1" fastener at 6" o.c. along nail strip WITH sealant: 121.75 PSF For Method B, use continuous 3/8" bead of Bostik 915 sealant or similar. A factor of safety of 2 has been applied. Fasteners are installed through the metal flange, NOT through the pre -punched slots. Technical Documentation: This product has been tested to the UL 580 standard by -Hurricane Test Lob (now Intertek Testing, TST-1527), report 0223-0313-02 and 0223-1015-06, as referenced in FL 20378.2-R1. Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-HVHZ), as required by FL Rule 61G20-3, method 1D. This product as described has been tested and demonstrated compliance with: • UL580 - Test for Uplift Resistance of Roof Assemblies • UL 1897 - Uplift test for roof covering systems Design Process: The load tables in this report provides one prescriptive option for the fastening requirement for the applicable wind loads for roofs within the parameters described. For roofs outside of the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or other design code in force, using allowable stress. These load tables are based on ASCE 7-16. Use of these tables assumes that the structure is: • Enclosed and conforms to wind-borne debris provisions and is a regular shaped building • Is not subject to across -wind loading, vortex shedding, or instability; nor does it have a site location for which channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction. Certification of Independence: David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company manufacturing or distributing products under this evaluation. The same entities do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Exclusions and Limitations: Design of deck and roof structure (to include attachment of plywood or wood plank) shall be completed by others. Fire classification and shear diaphragm design are outside the scope of this evaluation. Accelerated weathering/salt spray is outside the scope of this evaluation. This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required by Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others based on this evaluation report. This report is limited solely to documenting compliance with Rule 61G20-3, and makes no express or implied warranty regarding performance of this product. Installation shall be subject to the local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in force. Instructions: Select the appropriate load table t.hat applies to the structure in question. Determine the design wind speed for the project location. Use the attachment method -indicated for that windspeed within each roof zone. NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. For the load tables below, the worst case was taken for each zone and reported using the standard zones 1-2-3: Zone 1 includes zones 1 and 1' Zone 2 includes zones 2e, 2r, and 2n Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple scheme, at the expense of some design efficiency. Contact the manufacturer for further information, or consult a licensed design professional. ►f�M:C�7r7_1 FEMALE LEG SNAPS ONTO NIALE LEG 010FASTENER AT 6' O.C. METHOD B LIM OF LEAST N020NTAL OMMENVON OR 0.:h. P.TIICHEYER IS SMALLER. BUT NOT SS THAN EITHER d%OF LEAST HOR2ONTAL DIN.ENSION OR ]FT ID BMj. OR AS DETERMINED BY DESIGN OR 0 MER APPLICABLE CODE.. ROOF ZONES FOR GENERIC BUILDING NR: NOT RATED �L FEMALE LEG SNAPS ONTO MALE LEG SFAI.ANT APPLIED TO BASE OF MALE LEG, �1)10FASTENER AT H" O. C. Use this load table for structures which meet the following criteria:' Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B, C, or D exposure area Have either a flat roof, or gable/hip roof with max slope of 12:12 Have either a flat roof, or gable/hip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less Have a rnean Roof Height of 30 feet or less CONSULT DESIGN PROFESSIONAL AS NECESSARY FL25621.04: 26 a Sna Max on 15/32" plywood FL25621.04: 26 a Snal2lVlax on 15/32" pNwood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind -105 910 120 130 140 160 160 170 180 190 200 .. _. Zone 1: A A A A A A A A A k'f,, B Zone 1: A A A A A flBx., :8,. , B B _Sf Zone 2: A A A A A A B B -. B B: B Zone 2: A A 'B B Zone 3: A A A A A ` B. ` B `,B s , B; Zone 3: A Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof less than 70, hip roof with max slope of 12:12, or gable roof with slope between 4.4:12 & 12:12 Have a mean Roof Height of 30 feet or less FL25621.04: 26aa SnapMax on 15/3Z' plywood Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A 4; B Zone 2: A A A A A A A Zone 3: A A A A A Are located in B, C, or D exposure area Have either a flat roof less than 7D, hip roof with max slope of 12:12, or gable roof with slope between 4.4:12 & 12:12 Have a: mean Roof Height of 30 feet or less FL25621.04: 26aa SnapMax on 15/32" plvwood Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A' A A A A Zone 2: A A A B B B gi3 Zone 3: A A �,�$:g RECEIVED , INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF*112INCH (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 114 INCH. SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. THROUGH FRAME: FOR INSTALLATION INTO 2X WOOD FRAMING USE MINIMUM 010 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 U2' MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. MINIMUM EDGE DISTANCE OF 314' SHALL BE MAINTAINED. 6. THROUGH FRAME FOR INSTALLATION INTO CONCRETOMASONRY, USE 114' ITW TAPCONS OR 114' ELCO ULTRACONS OR 3/15' ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 U4' MINIMUM EMBEDMENT INTO CONCRETE,,MASONRY. 7. MINIMUMEMBEDMENT'AND EDGE DISTANCE EXCLUDE WALL FINISHES INCLUDING BUT NOT LIMITED TO STUCCO. FOAM. BRICK VENEER AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OFCORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 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 ASTMC90, MIN. ft = 2DOO PSI. JUL 2 7 2021 St Lucia Cm inty Trinity Glass Internatior���°� co GLAZED FIBERGLASS DOOR IMPACT GUTSWING . GENERAL NOTES: 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 E33D-02 • ASTM E331-00 • AAMA 13042 2. ADEQUACY OFTHE 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. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT. B. FRAME & MULLION MATERIAL: WOOD OR PVC T. CLADDING MATERIAL: FIBERGLASS TABLE OF CONTENTS SHEET # DESCRIPTION 1 General notes 2 Typical elevations, design pressures, 3 Typical elevations, design pressures 4 Typical elevations, design pressures 5 Typical elevations, design pressures 6 Door panel construction details 7 Sidelite panel construction details 8 Glazing details 9 Vertical cross sections 10 Vertical cross sections 11 Horizbntal cross sections 12 Horizontal cross sections 13 Horizontal cross sections 14 Vertical & Horizontal cross sections 15 Horizontal cross sections 16 Buck & Frame anchoring 17 Buck anchoring 18 Frame anchoring 19 Frame anchoring 20 Frame anchoring 21 Buck anchoring 22 Frame anchoring 23 Frame anchoring 24 Buck anchoring 25 Frame anchoring 26 Components 27 Components 28 Components 29 Bill of materials Digitally signed by Hermes F. Norero, P Reason: I am approving this document TRINITY GLASS INTERNATIONAL 33015T WAY 5 FEDERAL WAY. WA 9M PK(233)M730D . 00 M m a o (B�j ci 4L v S ��11 ¢ 5 ~ S R A F H m Z N m J C 5 3": IL J Gt1 ¢ _ Owe NqeW m4¢m WO tu aCC CC O y� -off`` QZUVjZ O n V 20867.1 1 2Fo 9 a� TRW= GLASS M 37.50" MAX. O.A. 37.50" MAX. O.A. INTERNATIONAL FRAME WIDTH FRAME WIDTH 1 ® MASS 2 3 9 99 9 mrFcrvDA w WAV5 AL . WA 98003 ek(M)975-nDo o m q �W Z#C 1 /� �€ F 1 3 N¢ w� m 1em W 1 c2 1 �( c Hcz m 1 = 1 „ {may' w mg� m a x 1 W V O 1 LL O 1 O 2 2 m m 3 c 3ca U) 15 z si LU w a � 3 3 9 g d DOOR WITH RECTANGULAR LITE z DOOR WITH OVAL LITE a o ���4i ti .•*PRO ��` u; _ z �o a DW6#, FL-20867.1 SHEET: 2 OF 29 MAX. FRAME LITE DESIGN PRESSURE (PSF) DIMENSION TYPE POSITIVE NEGATIVE RECTANGULAR +80.0 -60.0 37.50" X 80.50" OVAL +75.0 -75.0 74.75" MAX. O.A. TRINITY GLASS 112.00°MAX. O.A. D INTERNATIONAL FRAME WIDTH FRAME WIDTH 1 2 3 1 2 4 1 2 3 1 2 4 9 9 4 1 1 9 9 4 1 TRTNITY 6LA5NATIONAL 3d681 1STWA WAY 5 FEOERN. WAY, WA 900D3 vw Lzsi) M-rsoo "Lb m Oo 0 tm.f p q W �o >a 'x �F �a owe fF- N< cJQz m Zam U_ 2 = to OL N G Rom' ? w Lu ° a m a) a X 2 0 4 a�M 0 1 p 4 2 4 1 6 3 1 1 b 1 m w 1 IQ In CD � Z O Z �Hy \ I U W w 3 3 3 3 9 - 9 CONTINUOUS HEADER AND SILL CONTINUOUS HEADER AND SILL z uc m T to S �Z 0 0 DW6 #: FL-2Q867.1 5"EET: 3 of 29 p 2 1 3 o x 0 O 4 1 CONFIGURATION MAX. FRAME DIMENSION ,IAMB 8 MULLION TYPE DESIGN PRESSURE PS i � POSITIVE NEGATIVE OXIXO 74.75" X 80.50" WOOD +60.0 70.0 PVC +55.0 -55.0 OXO 112.00" X 80.50" WOOD +55.0 -55.0 PVC +55.0 -55.0 75..50" MAX. O.A. 113 50" MAX O A TRINITY C.LA85 FRAME WIDTH INTENNATIONAL .75" MULLION 37.50" MAX. 3725" MAX. FRAME WIDTH FRAME WIDTH TRINITY GLASSTNTERFIATIONAL 3365 IST WAYS 1 2 3 1 2 a FEDERAL WAY, WA 9M 9 9 4 0 ",M075-M om o p m q�q p N E. N J G. �V= // a oWu tv"a w2 m zmm caiw a �`� z c, ��uic w '� =1 m UJ ww i- w e � 2 � m to Ian 3 2Lq 0 H Z u W w n O Z 9 9 1 %%%��` �. APO 3Ni N:. vs ~ .`yd.'•••. •. m N m Z v2 Q~ 3 = yz 0 0 DW6 #: _ FL-208b7.1 SHEET: A OF 29 FRAME WIDTH ,75" MULLION - 37.50" MAX. FRAME WIDTH 37.25" MAX. FRAME WIDTH 1 2 3 1 2 4 9 9 a 1 1 1 1 - , S W w -2 1 �( � 4 O 1 � O 2 0 MAX. CONFIGURATION FRAME JAMB & MULLION TYPE DESIGN PRESSURE (PSF) DIMENSION POSITIVE NEGATIVE WOOD +80.0 -70.0 OXlXO 75.50" X 80.50" PVC +55.0 �5.0 OXO 113.50" X 80.50" WOOD ' +55.0 •65.0 PVC +55.0 -55.0 hTRINITY GLASS � �NTFRN�TIONAI 150.00" MAX. O.A. FRAME WIDTH 74.00" MAX. FRAME WIDTH TRV4M GLASS INTMAT30NAL 930.!' 15TWAY5 .75" MULLION FEDERAL WAY. WA 93003 PH: (7331875-7300 74.00' MAX O.A 37.25" MAX. FRAME WIDTH .• o ao " p m 7 1 2 3 1 2 4z'° Zo8 9 9 4 10 1 oy m' e w F A O Q at � Q S H a aw-c Jz m H��e+Am uk . Z C. ciHIi as LL7�wo g — 4 C A3 0 V—m i Z4 1 2 zo 1 H k � w 0 3 3 3 fill 9 g % k O, ^ 6 a LL m z� is vz a^ 3 0 o lul DWG #: FL-20867.1 SHEET: 5 OF 29 FRAME WIDTH 1 2 3 9 9 4 x c7 ut x W � 1 3 � 1 1 X O O 1 1 1 2 O CONFIGURATION MAX FRAME DIMENSION DESIGN PRESSURE (PSI) ALUMINUM ASTRAGAL DESIGN PRESSURE (PSG PVC ASTRAGAL POSITIVE NEGATIVE POSITIVE NEGATIVE XX 74.00" X 80.50" +55.0 -55.0 +47.0 -47.0 OXXO 150.00" X 80.50" +55.0 -55,0 +47.0 -47.0 LVL STILE /-FIBE SEE SHT 8 INTERIOR EXTERIOR - 19 SEE DETAIL 2 LVL LOCK BLOCK PVC STILE CAP LVL STILE i11 HORIZONTAL CROSS SEC77ON 6 2.38" 35.75 }i PANEL WIDTH —�- � 15.50" D.L.O. 16.75" 5.50" PVC STILE CAP T17 1.25" FOAM CORE LVL LOCK BLOCK TIRINITY GLASS INTERNATIONAL TRIMTY GLASS INTERNATIONAL 3368IST WAY 5 FEDERAL WAY. WA 9 033 PH: M3)8754= a w co m TOP RAIL PVC Z wC tmlj �Z vi�O1 0=LL p o v -FIBERGLASS o u (h m w SKIN c a � o W J Q z U caco a a 0 6 F o SEE SHT 8 H o o g�g = m „ EXTERIOR V z DETAIL 1 Lu Y o DETAIL 1 a � z • _ FIBERGLASS YARN '•`••=•r'-' o REINFORCEMENT " T FIBERGLASS SKIN M DETAIL 2 BOTTOM RAIL PVC Ly' 2 7 6 GLAZED DOOR GLAZED DOOR FIBERGLASS SKIN: 0.079" THICK MIN. FIBERGLASS SKIN: 0.079" THICK MIN. FOAM CORE: POLYURETHANE FOAM CORE: POLYURETHANE LOCKSET HARDWARE MANUFACTURER MODEL KWIKSET LOCK & DEADBOLT COMBO SIGNATURE SERIES 991 KWIKSET LOCK & DEADBOLT COMBO SIGNATURE SERIES 980 SCHLAGE LOCK: FSERIES DEADBOLT: B60 SERIES 1.35" --1.56" • 2. VERTICAL CROSS SECTION •���d y.. •R*F ` % a o ZJIEi a v cn Z DW6 #: FL-24867.1 6 SHEET: 6 OF 29 FIBERGLASS SKIN .78" I— r• FOAM CORE LVL STILE ` SEE DETAIL 1 ,as; Rrn SEE SHT 8 INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION 7 o FIBERGLASS YARN o REINFORCEMENT 0 FIBERGLASS SKIN DETAIL 1 12 SIDELITE PANEL FIBERGLASS SKIN: 0.079" THICK MIN. FOAM CORE: POLYURETHANE 1.517" 1 LVL E LVL BOTTOM RAIL 11 TGlNM 6L A6S MMNAU0NAL VLTOP RAIL 33651ST RDEAAL WAY 5 WAY, WA9WW o J m m Pi T ti xk S a Z ul � W 0 o M � FIBERGLASS SKIN ,q z0 Q zo U �m� mo Ul p¢u uj �mW m m z (q z W¢ ?HQ z W v C m W a �7 ° a m 'ERIOR z �Z H � ix a i" 2 VERTICAL CROSS SECTION 7 ��''•• ,.Alt �z 00 FL-20867.1 SHEET( 7 OF 29 STRUCTURAL SILICONE (SEE NOTE 1) #8 X 1-1/8" SELF SPACER SYSTEM THREADING SCREW 1/8" ANNEALED GLASS 0.090' PVB INTERLAYER DUPONT BUTACITE OR ASP INTERLAYER �r 1.72" «;��: i/8" ANNEALED GLASS AIRSPACE i 1/8"TEMPERED GLASS 1" O.A. THK GLASS 1/2" GLASS SITE STRUCTURAL SILICONE (SEE P40TE 1) G1 GLAZING DETAIL STRUCTURAL SILICONE B8 (SEE NOTE 1) #8 X 1-118" SELF ALUMINUM/BUTYL THREADING SCREW SPACER SYSTEM 1/8" ANNEALED GLASS } 0.090" PVB INTERLAYER i DUPONT BUTACITE OR ASP INTERLAYER 1.72" 1/8" ANNEALED GLASS I AIRSPACE 1/8" TEMPERED GLASS 1" O.A. THK GLASS STRUCTURAL SILICONE .50" GLASS BITE (SEE NOTE 1) G3 GLAZING DETAIL A8 STRUCTURAL SILICONE (SEE NOTE 1) #8 X 1-1/8" SELF ALUMINUM SPACER THREADING SCREW 1/8" ANNEALED GLASS 0.090" PVB INTERLAYER DUPONT BUTACITE OR ASP INTERLAYER ` 1.7" i ' 1 /8" ANNEALED GLASS 1f2'3,r *: AIR SPACE 1/8" TEMPERED GLASS 1" O.A. THK GLASS 1/2" GLASS BITE STRUCTURAL SILICONE (SEE NOTE 1) G2 GLAZING DETAIL STRUCTURAL SILICONE 88 (SEE NOTE 1) #8 X 1-1/8" SELF ALUMINUM SPACER THREADING SCREW 1/8" ANNEALED GLASS 0.090" PVB INTERLAYER "TO DUPONT BUTACITE OR ASP INTERLAYER 1.72" 1/8" ANNEALED GLASS AIR SPACE 1/8" TEMPERED GLASS 1" O.A. THK GLASS STRUCTURAL SILICONE .50" GLASS BITE (SEE NOTE 1) G4 GLAZING DETAIL 1.50" I--i I1.78"1" 2.52" 1" NOTE: t FLUSH GLAZED FRAME B8 MAHOGANY LITE FRAME 1. STRUCTURAL SILICONE OPTIONS: SILICONE BY CAPSTONE OR DOW 995 STRUCTURAL SILICONE ABS OR PCIASA ASS OR PC/ASA T0WTYHASSD4T9MTl%"L 3=LSTWAYS FEDERAL WAY. WA 98003 PH: (28])M7= Z68 N a m oz {{yy Ni z m zNm 0 z r el m tiles :,• �, � .c jails• Lii V o a DW6#: FL-20867.1 SHEET: 8 OF29 qpTRINITY GLASS IN T 9 R NAT ION AL K D K TR4dTiYGLASS IWTERNATIONAL • ° • .a •a-.o ° .''°' 'v� a FEDAYS ERALWT WWA900R3 'v ° ' . �. a a :. a. °• , a ' °8 PK.(Z53)875.7300 1-V"MIN. .. 'O .'! q.4 • a° EMB(TYP.) cc EMB (YP.) Y c a 'Q O' •° .a O N m Ao 0#a a B gC" 3uym a a :p,: �"'•.w. ':: :j?I :'�;! �. • `r ' � °� � Huj 11 1 2 3 EXTERIOR ` > a °m EXTERIOR H 5 k'4' a 5 INTERIOR INTERIOR c4 2 VERTICAL CROSS SECTION VERTICAL CROSS SECTION 9 SHOWN W/ 1X WOOD BUCK 0 9 SHOWN W/ ZX WOOD BUCK z UJ u) DC w a INTERIOR EXTERIOR 5 ` ,• n 1-1/4" MIN. F— ." •+ EMB (fYP,) (i• ••• •• o m ill Co �� S V G � 9 VERTICAL CROSS SECTION DWG # FL-20867.1 SHEET: 9 of 29 .v r B 0 (SEE NOTE 1) 12 EXTERIOR .Q q ♦ " ° 1-114' MIN. EMB (TYP.) `4 INTERIOR VERTICAL CROSS SECTION EXTERIOR INTERIOR 12 O (SEE NOTE 1) A • a . ' , 1-114° MIN. EMB (TYP.) A. 7R7tRry3301 S nONAL e A° . Ya• v a°• EMS {TYP.) WAYS 3365 t57 WAY 8 FEDERAL WAY, WA 980W b ' FM.(2!3) 87i7300 Om m _ p to z O m Y v �© y o LL . a S� pr.+u•' 5 (SEE NOTE 1) .:4a: . ; • , i a.,7 O V r� ¢ 0 m U ¢ m Z. < m � 12 1 2 3 EXTERIOR L w ul Z¢ D ,p o J > y %m INTERIOR 0 2-VE—R7ICAL CROSS SECTION %70J SHOWN W/ 1X WOOD BUCK 3 VERTICAL CROSS SECTION NOTE: 1. SCREWS THRU HEAD JAMB AND SILL. EACH SCREWS LOCATED 1/3 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. H K Ln to 0 •K a DW& #: FL-20867.1 SHEET:10 OF 29 1-1/4" MIN EMB. (TYP) • P 2! T �o � & E .. 6 w HORIZONTAL CROSS SECTION SHOWN W/ 2X WOOD BUCK EN INTERIOR EXTERIOR 1-1/4" MIN EMB. (TYP) p n INTERIOR (SEE NOTE 1)— EXTERIOR 8 2 HORIZONTAL CROSS SECTION \IV SHOWN W/ 2X WOOD BUCK INTERIOR INTERIOR 11 '* '• a> i A ' EXTERIOR (SEE NOTE 1)— A E 6 EXTERIOR A �• 3 HORIZONTAL CROSS SECTION llHOR)ZONTAL CROSS SECTION SHOWN W/ 1X WOOD BUCK \,IV 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. 1-1/4" MIN EMB. (TYP) GLASSI TXMTY GLASS W WAWTCONAL 33651ST WAY S FEDERAL WAY. WA 98003 mt. (253) 875-T w Go M Y o *k vpp ~>o T tE1� JO W Nd=O m H<m a M tii ¢ j LLJ mm-� ui a .0 F a 40 a o !-� 1c`­­Vrc NZ 0 v& #I: =L-20867.1 1EET: 11 OF 29 pi TRINITY GLASS 1NT6RNAT10N Al I @—19 INTERIOR INTERIOR \ wv 1 2 3 1 2 3 (1 2 3 1 2 3 s TArMYGIASSINTMA ONAL . . . . . . . J C s 4 0 336SISTWAYS 0 EDWL WAY, WA 9WW PH:CM3) 075-7300 a 0 12 5 2 5 or- 0 Z �c mo x uj �D -a CZ U) 0 G ix (SEE NOTE 1) E (SEE NOTE 1) 6 6 EXTERIOR XTERIOR HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION z z 1 2 3 INTERIOR 19 U') 1 2 3 021 > fN s s 5 . ... . LLJ V) Lu r 12 5 0 (SEE NOTE 1) ox- 4x 7 8 Lc TAL CROSS SECTION HORIZON 7 8 EXTERIOR HORIZONTAL CROSS SECTION z !.,Jj V) MV '3: z NOTE: OW& #: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. FL-20867.1 I SHEET, 120F291 (SEE NOTE INTERIOR (SEE NOTE 1) (SEE NOTE' 1Q HORIZONTAL CROSS SECTION 13 EXTERIOR ? 8 EXTERIOR /-2-1\ HORIZONTAL CROSS SECTION 3 INTERIOR - 44-7 al IE NOTE 1) GA1CMI M HORIZONTAL CROSS SECTION 3 CR I tKFUK 4 HORIZONTAL CROSS SECTION NOTE: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. TRrmm GLASS DmPNAIXtM 336535T WAYS FEDEML WAY, WA 95503 PH: (253) 575J3M om m n�5 N m z x QO ~yM a H F X, m t w<0(Nf3 Na =0 a �mW M ZHm l9� V W n {0K a 'i=7 M a2 e �Ic LL F- V' 9 j Y Z Z i„ O� U= Vi z bwe #) FL-20867.1 5HEET.13 oF-29 i 1-114" MIN EMB (fYP) SHEET ROCK �� FURRING --� � HORIZONTAL CROSS SECTION Direct to masonry (5-1/4" min jamb) INTERIOR XTERIOR SHEET ROCK pl, , I or FURRING (SEE NOTE 2)%M/ INTERIOR EXTERIOR 1-1/4" MIN EMB (TYP) SHEET ROCK FURRING n HORIZONTAL CROSS SECTION \lw Direct to masonry (5-1/4" min jamb) Z rm�:'�,.:�:� 1�V. •Sa".',':' ro•`i•: �. i�--. i:v`...•ti av,-.:.`ter.. Z_ d 'u.:+;c'.' rii �*'%.C$.. —'k.+y..,\ m lJ,•" X.'�- V` •yM C`� W — W 1t � 5 ! (SEE NOTE 1} U U EXTERIOR INTERIOR EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION Direct to masonry Direct to masonry (5-1/4" min jamb) (5-114" min jamb) NOTE: 1. SCREWS THRU HEAD JAMB AND SILL. EACH SCREWS LOCATED 113 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. SHEET ROCK ' FURRING TAV9W GLASS amwATZ"L 09851ST WAY S PEDERAL WAY, WA98000 PH; (258)875.7300 M Q � � v uxta a � � Z d �0 ui p Lu m ZI-C m p O z jb< LD S W m m a H� H - 1 IT Ic T a m � jz O p V N DW& #: FL-20867.1 SHEET. 14 OF 29 1-114" MIN i91 TRINITY GLASS EMB.(TYP) INT BR N AT ION AL 1 2 3 C p TR31E7YSU5NASIONAL • °• 3365IST 5T WAY '• y✓ ,� FEDERAL WAY; Wh 95003 H 'j+ PH: t233r 075.7300 cc o. cia C 1-114" MIN INTERIOR $ r `?; ° � o N d 8 EMB TYP 1 7!« �Oul tl SHEET ROCK B m < N =O m H<m S FURRING wLYJ 7&�� D co � gz 5 EXTERIOR 8 INTERIOR MS w 840 <::i: = •� ` . w a 2 HORIZONTAL CROSS SECTION m SHOWN Wl2X WOOD BUCK Cl Z 1-114" MIN O p ' P EMB. (TYP) (--1 EXTERIOR 11 F..►: p 1 2 3 C ° > [• p C Q 7 8 �, K L �11HORIZONTAL CROSS SECTION •w Direct to masonry 5 z (5-114" min Jamb) INTERIOR N •}• �• LL M! a •• 4 yic FRO .O� m111 c0 J y EXTERIOR 8 A a c y� i �Z c 3 HORIZONTAL CROSS SECTION DWG #: p G 1 SHOWN Wl'1X WOOD BUCK FL-2OH67,1 SHEET:15 OF 29 2X IMAS% OPEN 31'I OX NAX YP.) SEE HINGE DETAIL 1 ' A '• 0 F 6 6. G 2X BUCK 4•. H 2X BUCK t N 1X BUCK L 1X BUCK P DIRECT TO p DIRECT TO MASONRY MASONRY E 1X/2X BUCK TYP. HEAD 1a• MAX. HINGE DETAIL 1 8 JAMBS J LOC.YP.) DOOR FRAME — , — F MASONRY 6 OPENING G 2X BUCK N 1XBUCK .a P DIRECT TO ° p TYp, SILL MASONRY E HINGE DETAIL 2 BUCK ANCHORING 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. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: :E HINGE DETAIL 2 ANCHOR ANCHOR MIN. MIN, CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR TTApff 1/4" 1-1/4" 2" 4" ELCO LILTRACON� 1/4" 1-1/4" 1" 4" TAp °p 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. 2X BUCK 1X BUCK N 7 DIRECTTO P MASONRY STRIKE PLATE DETAIL v�i TRiNrrY GLASS INTERNATIONAL UVC1Y M A59 V4"TNATIDNA 3365 SST WAY S FEDE4A WAY• WA98f103 FKIZ53) 85-73Do pto 0 4 ZZpU it ao ya LL. C. -1 x � V gym¢ tu N{{{..a{{{...{{{{{{ °° S m W O H R Z 1 L p 5T50" f Oa. F M n 4 I 0 STRIKE JAMB N z C z LU w DC a .D 11""1" o a We #I FL-20867.1 SHEET 16 OF 29 Mf K YP.) _ BUCKANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the comers 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 MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR IT AWP' 1/4° 1-1/4" 2" 4" ELCO ULTRACCONo IW' 1-1/4" 1" 4" n,, rAp 3/16" 1-1/4" 3"' 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 518" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. FORM OX & XX CONFIGURATIONS J H, TAINM GLASS INTER W ATIONAI. 33651ST WAY S fEDURAL WAY. WA "DD3 PM i753) AM73W O M O � Vila 0 amLL Ng Y m Zem �-¢ m to W IY go 3 F W ��pm1�'L 'N M c ..• .......,Y� d L. m w �v zSmZ -J =S Qz O Q V N DW& M FL-20867.1 SHEET. 17 OF 29 SEE HINGE DETAIL 1 o.c (TYP.) 1 X/2X BU I � H DOOR FRE 5.50, MASONRY OPENING SEE HINGE DETAIL 2 HINGE JAMB STRIKE PLATE -DETAIL f 6 MASONRY G 2X BUCK N 1X BUCK P DIRECT TO E HINGE DETAIL 1 0F 6 G 2X BUCK N 1X BUCK • P DIRECT TO • MASONRY E CONCRETE ANCHOR NOTES: H/NGEDETAIL 2 1. Concrete anchor locations noted as "MAX ON CENTER" and at the comers must be adjusted to maintain min. edge distance to mortarjoints. Additional concrete anchors 1 161 may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 0 2X 2X 0 4X ANCHOR ANCHOR MIN. MIN. CLEARANCE MINCLEARANCETO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR IrIPCO P TMA 1/4" 1-19" 2" 4" ELCOULTRACON- 1/4" 1-1/4" 1" 4" rm�OCONIx 3/16" 1-1/4" 3" 1-112" FRAME ANCHORING Masonry construction STRIKE MULLION 141617 18 A/--\ e WOOD SCREW INSTALLATION NOTES: v4X VIEW A -A VIEW A A VIEW B-B VIEW 8-B 1. Maintain a min. 518" edge distance, & 1" o.c. spacing of wood screws Head to mullion attachment Head to mullion attachment Sill to mullion attachment Sill to mullion attachment to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion) TFaNM6ussfNT8MA*n" 076515T WAYS MEtAL WAY. WA 9MM Pit (253) SM7300 O to uc5 a Z d 8 O amp W Z�ZQ1 N o. CG Co ao it m _ FIT. TT11 u w a its .r -1 o p u DWG#: FL-20867.1 18 OF 31A OX I SEE HINGE DETAIL 2 --- GE I HINGE JAMB C ' o H 2X BUC L 1X BUC, 1 X/2X SUCK DOORFRAME MASONRY OPENING 7 FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the comers 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 MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR rrw ,CDN5x 114" 1-1/4" 2" 4" ELCOULTRACONo 1/4" 1-114" 1" 4" ITT 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 50 edge distance, & 1" D.C. spacing of wood screws to prevent splitting of wood. 14° MAX. O.C.(TYP.) STRIKE PLATE DETAIL F s j G 2X BUCK 5.50, N 1XBUCK i P DIRECT TO MASONRY E HINGE DETAIL 1 2X BUCK 1X BUCK 40 DIRECT TO MASONRY STRIKE JAMB HINGE DETAIL 2 TUNM&,,SS MMUNAUONA 336515T WAY 5 FEDERAL WAY, WA 9WW Pit (L43)SM73" p m m nl y 3 N G g ^ S K o a m 0 U 0- V ii W <_= m a < F4<m QW LIJ �RQj G W cc Q �[py�.J 7 mw� m n a {-1 0 0 m m2 �t11 t3 (t J3 n _ V 0 0 DW6 # FL-20867.1 5HEET,19 OF 29 31.1 O.c SEE HINGE DETAIL 2 --- GE 1 HINGE JAMB • a a a a a 2X BUCK �J A •. L 1XBUCK D DIRECT TO MASONRY TYP.HEAD 1X/2X BUCK & JAMBS ASTRAGAL SHOWN FOR REF ONLY DOORFRAME MASONRY OPENING TYP. SILL B B 9 e FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the comers must be adjusted to maintain min. edge distance to mortarjoints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR ANCHOR MIN. MIN. CLEARANCE MINCLEARANCETO TYPE suE EMBEDMENT TOMASONRYEDGE ADJUSTMENT ANCHOR DFX m"APCON0 1/4" 1-1/4" 2" 4" ULTRACCONO 1/4" 1-1/4" 1" 4" TAca rix 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 6/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 6" (rYP.) 6° 14" MAX. O.emp.) I \ G 22 0 VIEW A A Astragal Strike @ Head 5.51Y ASTRAGAL STRIKE DETAIL 1 F 46 G 2X BUCK N 1X BUCK P DIRECT TO MASONRY E HINGE DETAIL 1 F J2XBUCK 1X BUCK DIRECT TO MASONRY HINGE DETAIL 2 R 23 O VIEW B-B Astragal Strike @ Sill MMCW aA84 247EPMTX W 1AL 3343 f5Y WAY S Fc'0M& WAY. WA "= M (M) SMM 0 o t,9 ci ipL ao n lox ,n - Z '0WCSV r,O ,0 is � W Q2Q m tb m Z<m C LU �� `� LL c 0 G W o T-11 0 N H E W w DC a e^ � 19811119— X %J o a DW& #; FL-20867.1 SHEET.20OF 29 1 X12X Bl, MASONR OPENIN BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the comers 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 MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR IT AB CI 1/4" 1-1/4" 2" 4" ULT°RACOcoN® 1/4" 1-1/4" 1" 4" mTAPmNo 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 518" edge distance, & 1" o.c. spacing of wood -screws to prevent splitting of wood. JAX. YP.) FOR OXO CONFIGURATIONS TRVUW GLASS INTEPNA71ONAL 33451ST WAY S FEDERAL WAY, WA 9WW 7H.(253) 875.730D O M Z Z ci �I i HIx ?m N A9 y3y a T S .0 v a QICL-C InV Z Q -C VI p 1CD m ¢ a muio � �M a771 Q z W w aC Q 20867.1 21 of 29 31,( OX SEE HINGE DETAIL 2 GE - •a I A W2X BUCK-/ DOORFRAME MASONRY OPENING i HINGEMULLION ti d 14' MAX. o.C.(TYP.) I STRIKE PLATE DETAIL F 6 G STRIKE MULLION E CONCRETEANCHOR NOTES: HINGE DETAIL 2 1. Concrete anchor locations noted as "MAX ON CENTER" and at the comers must be adjusted to maintain min. edge distance to mortarjoints. Additional concrete anchors 0 1617 may be required to ensure'the "MAX ON CENTER" dimensions are not exceeded. v ?>( .Iv H 2X BUCK L 1X BUCK D DIRECT TO MASONRY TYP.HEAD & JAMBS D TYP. SILL ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE. SIZE EMBEDMENT TO MASONRYEDGE ADJUSTMWANCHOR ITW TAPcoNS 114" 1-1/4" 2" 4" ELCO ULTRACONo 1/4" 1-114" 1" 4" nTAP�CON° 3116" 1-1/4" 3" 1-1/2" BLB FRAME ANCHORING Masonry construction 14161 18 a • o WOOD SCREW INSTALLATION NOTES: WEWA-A WEWA-A VIEWB-B 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws Head to mullion attachment Head to mullion attachment Sill to mullion attachment to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) k4X 18 VIEW B-B Sill to mullion attachment (Two-piece Fat Mullion) T ION Tpncw StASS INTE"NATIONAL 3365 IS? WAY S FEDE¢AL WAY, WA 9"= PR(253)875-730D m o " vita z O Z 0 a ¢ < W T w mdn m w :LLL a In W a_ 01 0 LL i,��i, ti .•* PRO�p� uj � Ltl F- v og� vz �Z a bw& #a FL-20867.1 5HEET:220F 29 31.00^ MAX. O.C. {TYP.) 1)r/2X Bt DOOR FR MASONR` SEE HINGE --(l OPENING DETAIL 2 4" ♦ . • d . ° 4" i. s, ° ♦ H 2X BUCK '•. .: L 1XBUCK D DIRECT TO MASONRY .— CK TYP. HEAD t4^ N & JAMBS O.C.(1I 1ME i S /O TYP. SILL a Fi HINGE JAMB' FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor toactions noted as "MAX ON CENTER" and at the comers 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 ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE BIZE EMBEDMENT TO MASONRYEDGE ADJJSTMENT ANCHOR IT aacor 1/4" 1-114" 2" 4" ULTRACONe 1/4" 1-1/4" 1" 4" ITT PUICONG 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. (TYP•) V. STRIKE PLATE DETAIL YP. ) F 6 G 5.50" • E I. HINGE DETAIL 1 CESTRIKEJAMB HINGE DETAIL 2 it1DTRINITY GLA.S EflNSI INTNATIOAI 1RINnY 6LA%R6TERNAT10NAL 336515T WAY 5 FELERAL WAY, WA9=3 PR (203) 875-7300 O m Sm NN U�QQC et 7m $ � 9P a?m m �O = V pS>L k ets 7d 'D NC w m ZH44 m 3 ,.., Q Z' Cal 40 0 0 Z O Hz H gj > V IX W ~ mi uz p V) bWG #: FL-20867.1 SHEET-230F 29 .� d 4TRINLT ATGT ASS ` . • a e q.. IN T r FIN 4" TAMM MAW U4TEANAU0NAI, ,Q• 336515T WAY 5 FEDE2LL WAY, WA MM A D TYP. HEAD nc(253)em?"o d & JAMBS o M N � Z. a Nm � .8 c� m z 1XIIXBUCK a o m mwo 15.13" MAX. F3 O.C.(TYP.) ii m FOR REF. ONLY p MASONRY m OPENING � :- z z \UJ a BUCK ANCHORING FOR OXKO 0 z CONCRETE ANCHOR NOTES: CONFlGURATIONS 1. Concrete anchor locations noted as "MAX ON CENTER" and at the comers must be ''•4•• ••' ••. adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be O required to ensure the "MAX ON CENTER" dimensions are not exceeded. LL 2. Concrete anchor table: y y ����iiy ••i� PR017 I .. m m ' i- t¢iz DWG M WOOD SCREW INSTALLATION NOTES: FL-20867.1 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. sHEET,24 QF 29 ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TONIASONRYED6E ADJUSTMENT ANCHOR �rAaco� 114" 1-1/4" 2" 4" uLT�GDcoNo 1/4" 1-1/4" 1" 4" ��or� 3116° 1-1/4" 3" 1-1/2" 31,00' MAX. O.C.CTYP3 ISEE HINGE DETAIL 2 HINGE AIL 1 ' H 2X BUCK L 1XBUCK D DIRECTTO MASONRY 1X/2X BUCK TYP• HEAD 8JAMBS DOORFRAME MASONRY OPENING HINGE JAMB omo LL TYP i l l I l lIFT FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the comers 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 ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRYEDGE ADJUSTMENT ANCHOR n ILDEX Apc 1/4, 1-1/4" 2" 4" UL' RLACCONo 1/4" 1-1/4" 1" 4" nWTAPCON® 3/16" 1-1/4" 3" . 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & V o.c. spacing of wood screws to prevent splitting of wood. ASTRAGAL SHOWN FOR REF ONLY BI B I \ G 22 0 VIEW A A Astragal Strike @ Head R 23 o• VIEW B B Astragal Strike @ Sill 6" (TYp.) a" 14" MAX O.C.(TYP.) TPINM0LA5SI(JTaMTl0 AL 330 L9T WAY 5 FEDERAL WAY, WA 90003 °Lt (Z53)575.730D o m O G �p M M � a z NZ ? N = O 2 m a u ct r z0°w z¢m . 's U. ` LL♦ Q m W q_ 1 � a ASTRAGAL STRIKE DETAIL 1 m m � g P , p� __ Q« OW& # FL-20867.1 SHE ET*-250F 29 1.98" 'I- 3.98" o min &MY99 MATERIAL: STEEL 4.56" .,.;.;.. f �o OUrSMING SILL ALUMINUM WITH PVC SUBSTRATE 4.56"�� N } n SIDE & HEAD JAMBS MATERIAL' WOOD 5.25" n SIDE & HEAD JAMBS (5-1/4" or larger) MATERIAL: WOOD L SIDE & HEAD JAMBS MATERIAL: PVC -- 6.25" - - • SIDE & HEAD JAMBS (5-1/4" orlarger) MATERIAL: PVC 4.56" :• r�%air. �,,,,�::;i f 2.44" -- s SIDE & HEAD JAMBS MATERIAL: PVC 4.56" 1.22" � 1— 2.44" 0 0 0 O s SILL KEY DETAIL OPTIONAL TP1NM .ASSXNTEWaATLaNAL 3365 IST WAY S FEDERAL WAY, WA 98= 8 m N m V O 4>-. Z oc H Z a W IL = u- ix O C O U m C m Z<m w a2� Iii ¢ j uj c c,, ui o �m Lu o00 °L. R 1 M h I IT V) z oZ LLJ V) 1rif O 4( .D 1 cKV' S m J y =2 v�L ORv DW& #: ' FL-20s67.1 sHEET:260F 29 is OUTSWING SIDELITE SPACER MATERIAL: PVC MULLION BASE KIT OPTIONAL URETHANE GLUE 4.58" 0 0 STANDARD MULLION 91 MATERIAL: WOOD 4.56" N STANDARD MULLION (� MATERIAL: PVC FAT MULLION 17 MATERIAL: PVC SECTION A A RETHANE GLUE 0 n TWO-PIECE "FAT" MULLION MATERIAL: PVC T . (4 NEAR SIDE) #8x1 114D PRH WS (4 FAR SIDE) K TAD CW SLA55 WrEIWATIONAL 33551ST WAY S FEDERAL WAY. WA "OM 'K (253) 875.73M OL � ti � Y s N _ m ">A 'i d "' 7- mIL 01 ui lye o o 4z m Zam ^: Z w ¢ ul m w F• Q %icy••••••. ,��rlt� � i��i�y �c h 2 � �: N S V 0 o v DW& m FL-2os67.1 SHEET.270F 29 �19.63" _ 1 `� LATCH (BLIND HOLE) go TRIITY GLASS INTBRNATIIONAL oo� SCREW LOCATIONS (TYP.) DEAD BOLT(THRU HOLE) 33.13° SLIDE BOLT ROD T=4M 6LA55 n4TEIN AT1C1N L STEEL FcoLi36' IST r w�saoo+ . PH. (7b) 8M'13W ` LO -I-1.63" 2.75" -- 3.75" -- 2.50" L3.63" 2.50" o c v o a 10.75° 10.50° 3 � ,60 iZ' ' m e +_ 18.75" 18.50" o o TOP BOLT RETAINER 26.75" 26.50" aCL a 6 6 9-3/4" ALUMINUM o M< � m e m 4 C qj 0 I k w nz CL H 0 BOLT RETAINER m x = LL p $ SLIDE BOLT ROD 2.6' t2 ALUMINUM p ASTRAGAL 1.75" ALUMINUM ASTRAGAL T WEW A•A Aluminum Astragal Assembly 7.84• 0 t} FLUSHBOLT BAR Diecast Zinc co I o o --{ FLUSHBOLT Diecast Zinc " 1.44' IF WEIV S-B PVC Astragal Assembly 6'8 Aluminum Astragal by Endura Products 2 a DEADBOLT (THRU HOLE) LATCH (THRU HOLE) p m PVC ASTRAGa1 Z 6'8 PVC Astragal by Trinity V) Z Oo UJ a �v m -'w o� 3� _X �Z o p v DW& #: FL-20867.1 SHEET: 280F 29 "doTRINITY GLASS INTEtiN ATION AL 'IPMCW GLASS IMMATIOW 336515T WAY S FEDERAL WAY, WA 98= PK i�31875•7= BILL o y�q 150 NZp 5C Htu L 5 LL o m H h- n; 8 1 >>-.1 m a w j lJ a0 m z<m �o- q. d ,,y6m��+; w a a '=' m 11 lz oZ H Lm a a m c `,�0" � 0. h 6 a 0 ����b�H • PO�.�` e �• Co � a V= c�iz DW& t# FL-20867.1 SHEETc290F 29 OF MATERIAL ITEM# DESCRIPTION MATERIAL A 1X BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD C 1/4" MAX. SHIM SPACE - D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E #9 X 3/4" PFH WS STEEL F #9 X 1" PFH WS STEEL G #9 X 2-1/4" PFH WS STEEL H #10 X 2-1/2" PFH WS STEEL 1 #8 X 2" PFH WS STEEL J #6 X 9-1/4" DRYWALL SCREW STEEL K MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO AC1301 OR. HOLLOW BLACK CONFORMING TO ASTM C90 CONCRETE L 114" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL M 1/4" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL N 3/16" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL O #8 X 2-1/2" PFH WS STEEL P 3/16" X 2-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL O #8 X 1" PFH WS STEEL R 3/16" X 2-314" PFH ELCO OR ITW CONCRETE SCREW STEEL S #10 X 3" PFH WS STEEL 1 JAMB (FINGER -JOINT PINE - SG>=0.d2) WOOD 1A JAMB (FINGER -JOINT PINE - SG>=0.d2) WOOD 2 JAMB PVC 2A JAMB PVC 3 JAMB PVC 5 WEATHER STRIP QEBD650 Q-LON - 6 3.98" X 4.0° HINGE MIN 0.098" MIN THICK - STEEL 7 STRIKE PLATE STEEL 8 DEADBOLT PLATE STEEL 9 SILLKEY PC/ASA 10 OUTSWING SILL -ALUMINUM WITH PVC SUBSTRATE ALUM./PVC 11 DOOR PANEL -SEE DOOR PANEL CONSTRUCTION DETAILS SHEET - 12 SIDELITE PANEL -SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET - 13 OUTSWING SIDELITE SPACER PVC 14 STANDARD MULLION (FINGER JOINT PINE SG>=0.42) WOOD 15 MULLION BASE KIT PClASA i6 STANDARD MULLION PVC 17 "FAT" MULLION PVC 18 TWO-PIECE "FAT" MULLION PVC 19 1X MULLION WOOD 20 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS ALUMINUM 21 PVC ASTRAGAL BY TRINITY PVC 22 ASTRAGAL STRIKE @HEAD STEEL 23 ASTRAGAL STRIKE @SILL STEEL