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871 Ocean Blvd RES20-0079 Win/Doors rri �. City of Atlantic Beach APPLICATION NUMBER A /110,-.:* Building Department (To be assigned by the Building Department.) A lr) 800 Seminole Road REszc 007 Atlantic Beach, Florida 32233-5445 j Phone(904)247-5826 • Fax(904)247-5845 �•. �. 0 E-mail: building-dept@coa .us routed: 3/1 7 l Z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: -7 ( 0 c_- _-_,- i k) 6LVO Department review required Ye No r1Suilding_D Applicant: / V I L-L, 0--OND-C-2-AC'T , &..) • Planning &Zoning 2 Tree Administrator Project: l � w l U Opt�DS Q 3 op P S Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By ,./ Florida Dept.of Environmental Protection \. Florida Dept.of Transportation IOf St.Johns River Water Management District 1 ,p Army Corps of Engineers l'' t Division of Hotels and Restaurants ,- Division of Alcoholic Beverages and Tobacco . •/ Other: �' , it " � APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. Not applicable (Circle one.) Comments: FL .— gpl" r U✓o. ( S••1,e,,-1 S j 17110 BUIL PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: V(Approved as revised. I 'Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: fr‘ Date: t--''pC) FIRE SERVICES Third Review: I 'Approved as revised. Denie . Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 441:11.% Building Permit Application OFFICE COPY Updated l0/9/18 City of Atlantic Beach Building Department **ALL INFORMATION , - HIGHLIGHTED IN GRAY 800 Seminole Road, Atlantic Beach, FL 32233 IS REQUIRED. • Phone: (904) 247-5826 Email: Building-Dept@coab.us OL u� kid A+ �n�j( l /- Permit Number: RES Z-C) - CK--)-7(-) Job Address: I N Z��- ( �lII�� CIIL-2 - 2 C. U v _RE# ) V" Legal Description /5— eated/Cooled SF Non-Heated/Cooled •i)ly,4 •x,11 Valuation of Work(Replacement Cost) �( $ :_ • Class of Work: New DAddition ❑Alteration DRepair ❑Move ❑Demo DPool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial *sidential • If an existing structure,is a fire sprinkler system installed?: DYes 16.No • Wilt tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit)Wo Describe in detail the type of work to be performed: 0_(1,1 A Vi vi0 p 015 -S d 00r5 r er IG LC Mkn lr Florida Product Approval# for multiple products use product appro e rm Pro•ert Owner I •rmation �r7 /Z� �� /` W Q Name UInri1P b•ta �a� Address l O lL 9 '� Tr �l r I' e A State f L Zip 12213 Phone 20) • 2 �L 7 I.LI N City I(�, Q > E-Mail CPIGv1tC CIHO. ( 6VII Owner or Agent(If Agent, P wer of Attorneyor Agency Letter Required) W 0 N Contractor Information �� i 0 t�■ 1 • 6 i it qualifying Agent VV ( 1�(t� �� Name s Company 11� IN �' (I State L•- Zip Address I �� 1�7i1�1 City )GCk�nJi NP Office Phone _ ��1�,v Job Site Contactt a �,vmberg_ State Certification/Registration# E-Mail C{I Hl I �� C C0r rle < Architect Name&Phone# .iri Engineer's Name&Phone# U2 Workers Compensation Insurer OR Exempt Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicate . I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS, etc. 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 res f, s c �inert EL there may be additional permits required from other governmental entities such as water management d tr federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliances with 7all 2020applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR P' 0 PERTY.114-010ingtENtrtment TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR A ; O: ' r. 6bt;antiC ',Gch, RECORDII OUR N TI F COMMENCEMENT. -- 31,11 2 0 / ' (Signature of O ner or Agent) (Signature of Contractor) and sworn to(or affirm-s)befor: me this �1 day of S. ned nd s n to(or affirmed)before m�his / da of Signed �y " ,by 11.14C44- z M�� 2.620 ,by _ MATTHEW DAN KIR ' (Signature of Notary) (Sig' ure of Notary) 0 Pr, Notary Public,State of Florida G ze il1 ii n Commission#GG 909094 "Aii M comm.expires Oct 28,2023 [ I Personally Known OR [educed Identification. [ )Produced Identification Type of Identification: FL Pi(t sCit�r Type of Identification: OFFICE COPY Document Name: State of Florida Jurat Notary Certificate STATE OF FLORIDA COUNTY OF Sworn to (or affirmed) and subscribed by perrssonnaalll appearing before me by physical presence this I day of 0°I.Cln, 207.- , by, Conn-'e Q n n Z f'&I ' OS \N)I 1(Signatur of notary public) CRIO LCIL (Name of notary public) My commission expires: Official Seal Personally known OR TO:N.-- Produced identification �[ Type of identification produced: PACU►FABIO ,p+ _"� Notarypubkc.State of Florida Commission#GG 38797 "r•" 1,Ny comm.expires Oct.16 2020 05-74-0432NSB 02-2020 fir-v.:',7,... OFFICE COPY ti.:, PRODUCT APPROVAL INFORIMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) 4g *project Address: 871 Ocean Blvd Permit#: RES20-0079 *Owner/Project Name: Connieanne Polanec As required by Florida Statute 553.842 and Florida Administrative Code Rule 98-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.fioridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1.Swinging Trinity Glass International Double Doors Fiberglass I Exterior HVHZ FL-20867.4 2.Sliding 3.Sectional 4.Garage Roll-Up j 5.Automatic 6.Other Jeld-Wen Aurora Fiberglass Door Exterior HVHZ FL-13541.4 B.WINDOWS – 1.Single hung Simonton Ply Gem Single hung Windows Exterior HVHZ FL-10160.1 2. Horizontal slider Simonton Ply Gem Horizontal Slider Exterior HVHZ FL-10160.1 3.Casement 1 4. Double hung 5. Fixed 6.Awning 7. Pass-through – 8. Projected — --9. Mullion 10. Wind breaker 11. Dual action 12.Other Page 1 of 4 Updated 10/17/18 OFFICE COPY in addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *Contractor Name (Print Name):William Alson *Contractor �� `-'? Signature: 1://X- *Company Name: Millennium Contracting and Development, Inc *Mailing Address: 13509 Princess Kelly Dr *City: Jacksonville *State: FL *Zip Code; 32225 *Telephone Number: *E-mail Address: alsonWllllam@comcaSt.net Cell Phone Number: Fax Number: Page 4 of 4 Updated 1C/17/18 4 • :11A',' Building Permit Application JOBSITE COPY Updated10/9/18 • t)7, City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY tvr IS REQUIRED. Phone: (904) 247-5826A Email: Building-Dept@coab.us+ Job Address: 1 I OLnurl 11 ' A+10-611Y [3P/�C11 EL Permit Number: RES Z-0 + CC)."79, Legal Description 6- 641G-2 J" 2 E; V ` o RE# ) j 236-0020 Valuation of Work(Replacement Cost)$ L',••�i�� .1,I,eated/Cooled SF Non-Heated/Cooled • Class of Work: // New Addition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial 'sidential JOBSITE COPY • If an existing structure, is a fire sprinkler system installed?: ❑Yes ANo • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) 'lo Describe in detail the type of work to be performed: E1--k3 J Ml btiv.ujo so Id oars (e,/u semen +- Florida Product Approval# for multiple products use product approval form Property Owner I •rmation ` i—' Name (J(itvltp 1.161s1 ��i ht� Address 7) O (34 �l J (,yj City ,. , >t, e , State f.L. Zip ' 221.3 Phone G , 7 • , ^q E-Mail C G Vi'r C G 1 C 3(M I.-- "V Owner or Agent(If Agent, Pbwer of Attorney or Agency Letter Required) ^, Contractor Information I II '�w i \ n a- ��1 Name of Company 1 (OVA 1') 6tyi ..)tib Y)'lC,t`Clualifying Agent YV (`I(Ghn 7't�0 1%1 Q_(O� V- Address I (ttetcrS J1)/t City JGCkdGhJtle State (2L- Zip �),-)2.6 "� Office Phone 1Gki• 7 y d • l Job Site Contact Number State Certification/Registration# 1I/C 12 )`L E-Mail ('{�SCJNyo i I I GCO ,re 4"- ifi LL Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer OR Exempt Expiration Date S. EG, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. 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 re or s $f s ca , E Dthere may be additional permits required from other governmental entities such as water management d t i s, federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. MAR 1 7 2020 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR P• • PERTY.Itj1ckjiy teNtrtment TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR A ,- 70 jo . r. 6k !4;3t"f; --wash, FL RECORDII OUR N TI F COMMENCEMENT. // / 3�u'2c (Signature of O ner or Agent) (Signature of Contractor) Signed land sworn to(or affirm-•)befor: me this 11 day of S'I�gned,and s �no(�(or affirmed)before m his /�da of MGr(11 , 2620 ,by ""�`�"''"' , by 101[1,4144- • ..Ill , O V MATTHEW DAN KIR ' ' (Sig ure of Notary) �re� P°e NotaryPublic,State of Florida (Signature of Notary) o n Commissions GG 909094 _ „-'h �r�'' M comm.expires Oct 28,2023 [ ]Personally Known OR er.•a. ,•• • • •' [ ]Produced Identification [ -Pro-duced Identification ��/ /3 � A _P Type of Identification: Type of Identification: 5 C Document Name: State of Florida Jurat Notary Certificate STATE OF FLORIDA COUNTY OF Sworn to (or affirmed) and subscribed by personally appearing before me by physical presence this It day of tdOrCin, 20-.2)° , by, CON) eQnnZ v o wn PL ' . . ' (Sign. • - of notary public) hoL W to (Name of notary public) My commission expires:Od (G/ Z�Z Official Seal Personally known OR TOD-- Produced identification Type of identification produced: PAOLA PA810 • I itis Notary Public State of Florida ,Q commission*GG �• in*comm.exphw Od.38797 t0,2020 05-74-0432N5B 02-2020 JOBSITE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: 871 Ocean Blvd Permit RES20-0079 *Owner/Project Name: Connieanne Polanec As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1.Swinging Trinity Glass International Double Doors Fiberglass Exterior HVHZ FL-20867.4 2.Sliding 3.Sectional 4.Garage Roll-Up 5.Automatic 6.Other Jeld-Wen Aurora Fiberglass Door Exterior HVHZ FL-13541.4 B.WINDOWS 1.Single hung Simonton Ply Gem Single hung Windows Exterior HVHZ FL-10160.1 2. Horizontal slider Simonton Ply Ge_m Horizontal Slider Exterior HVHZ FL-10160.1 3.Casement — _ 4. Double hung 5. Fixed 6.Awning 7. Pass-through ti/Z f2 8. Projected 9. Mullion BUILDING DEPARTMENT 10. Wind breaker _ APPROVED 11. Dual action 12.Other Page 1 of 4 Updated 10/17/18 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. /- *Contractor Name Print Name :William Alson V4-7} *Contractor Signature: ,; *Company Name: Millennium Contracting and Development, Inc *Mailing Address: 13509 Princess Kelly Dr *City: Jacksonville *State: FL *Zip Code: 32225 *Telephone Number: *E-mail Address: alsonwilliam@comcast.net Cell Phone Number: Fax Number: BUILDING DEPARTMENT APPROVED 9iezi o Cod' Page 4 of 4 Updated 10/17/18 • F-LtJ /3s' /1. L/ / 74"MAX.O.A.WIDT PREPARED EW, 1k 4p ` E L D, wE WAIN VP __� BUILDING DROPS,INC. ® IQ 394 E.WNU BEACH BLVD..sTE.33e 0 OANIA BEACH,FL 33DW WINDOWS & DOORS PH 95e399d130 FAX:195R1JYAJ313 lDI. 2 WEB:ww.DWldined•Ps.mm DESIGN PRO/SMOOTH PRO FULL LITE �; wnI o a.8 LEA , v A� NON-IMPACT 3 Z• o tee Z / mCA DC$AFOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 5,, =a z o y oZ v m �G w � WLL- f a w Q s�� 0 z z mg' GENERAL NOTES: Al 1 0 O w Z F W 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT �j INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE 1000 C W Z �' (FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: J Q G,L� • ASTM E330-02 TYP.ELEVATION 1 w Vf 6'J•DOOR NEIGM • ASTM E283-04 1 —2 W • AAMA 1304-02 - 74"MAX.O.A.WIDTI I 0I n 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE s 4 w FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF // \ _ O_ j�� INSTALLATION. I • / 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR REMARKS BY DATE A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 3 Add Multi-Pant lock GL 06/12/14 HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS / \ 6 DOCUMENT. 1 Reference DWG.4,4010834A AM 09/04/19 ul 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT Os Os 1 \I 2z RESISTANCE. .H l-' n N LAI= UDC THEINSTADATXJX DETAILS DESCRIBED AMIN..lANEEle. 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET FOR GLAZING DETAILS. m< ACTIVE 8 INACTIVE o p AND KW si*iaa!omoNsuuiinuumilroii uDIIREMENTS DETAILED HERON.A uaNSED __�j LL (D 0 NGIFE.ON AFCNT[CT SHALL NOME SITE SPECIFIC 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN 3 Z Q • z i DaCv`RTmiv■wTn p9CiMENT. GLASS,DECORATIVE,AND EXTERNAL AND INTERNAL WROUGHT IRON.RADIUS(SHAPED)LITES ARE QUALIFIED r 3 - _ ♦ FOR 6'-8"DOORS AT DP+/-50 PSF ONLY. p i v `��`� •• ��/� 5 i 7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING \\ �`` '•\'\,E t 1:� SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY Na_ 7 •�1 OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS 2 1.0 I / f/ = T, SA OF :[Y � e e �9, �' IOP':• 4/` TYP.ELEVATION 2 i,,Cs' E� 11,0.11,0. Mawwr G , ..... DDDR /�y.,MM TABLE OF CONTENTS ` CDTf MyFriSEd.Lem SHEET REVISION SHEET DESCRIPTION NOTE: Digitally signed by Hermes F Norero INACTIVE AND ACTIVE DOOR PANEL P.eason:I am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ORIENTATION IS INTERCHANGEABLE. Date:2019.12.12 13:79:12-05'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 MAX.OVERALL DESIGN PRESSURE(PSF) 3 - OPTIONAL 211 BUCK ANCHORING DETAILS NOMINAL SIZE MISSILE DWG. Y: CHK. Y. 4 - VERTICAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT GL/TJM SS/MSS 5 A HORIZONTAL ASSEMBLIES WIDTH HEIGHT POS. NEG. POS. NEG. TING SCALE: NTS 6 A GLAZING DETAILS XX 6'-0" 6'-8" 50• SO 50• 50 NON-IMPACT DWG-IS: D015689 7 - WOOD SUBSTRATES XX RADIUS 6'-0" 6'-8" 50• 50 50• 50 NON-IMPACT SHEET: OF9 8 - . CONCRETE SUBSTRATES XX 6'-0" 8'-0" 50• SO 50• SO NON-IMPAC 1 ` 9 A COMPONENTS&BILL OF MATERIALS •SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. IIIP INSTALLATION NOTES: PREPARED BY \ 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. �`' 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE A 391 E.DANIA BEACH BLVD,$R0 331 NON-COMPRESSIBLE COMPOSITE OR BETTER. DANIA BEACH,FL 33004 RA.19141394On FAX(9541144.4138 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO WE.NNN.buI4.RCroptmin STUCCO,FOAM,BRICK VENEER,AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL IWC- -$ OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR SEE TABLE 74"MAX.O.A.WIDT '4 Li. MANUFACTURER'S INSTALLATION INSTRUCTIONS. ...1W m FOR QTY. j H F o 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 1 1/2 TYP. 0 Z :,,,,„111 a 1 m 3"TYP. 3"TVP. O JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACEI SHELL OF BLOCK. ��I �1�m. I a b CI g s in 1 G2 OQ. Q m<aW 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK : - I m CONCRETE/MASONRY CONSTRUCTION. 11 1.- , h O m 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE 3O I O Z 0 4 FOLLOWING PROPERTIES: II d } F-� A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. r z 2g W B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. Io LI ID L9 CC C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH .H z m , , m Di 0 ` OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 a.w I I- O I PSI. r f cc 14 1 U D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH z i7 cc 0 e I a w Q ; OF 2000 PSI. z d r+•1 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR 70 z N •I I r ~J LOCATIONS,EDGE DISTANCES,EMBEOMENTS,AND SHIM SPACING. E w Ln .i REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM I Add Multi-Pant Look GL 06/12/14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. a> 'L Reference DWG.#A010834A AM 09/04/19 • —IN.Elk ACT E J ANCHOR TABLE =j_ ...I I I.1 _I TIE yWVNOro AMERCTUAL03NO IONS EOub,u1R ANDNDTOND .DES00NDIEgNSFDAATrt69: 6'8"DOORS 8'0"DOORS A2 3"TYP. " A2 TIE it ME CONDITIONS GM INSTALLATION TO DEvun TFROM SNE MOJRFM ARS MAUD RERUN.A LICENSED D2 3"TYP. , D2 MINED OA AK�uSIwLPREPA 1arser c ANCHOR MIN. MIN.EDGE ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DISTANCE MA•O•C. ANCHORS AT MAX'O.C. ANCHORS AT ®TYP.ANCHOR LAYOUT ``` 1� �/// SPACING AT SPACING AT �� 4 - O• ��/ HEAD/SILL HEAD/SILL �� ••• JAMBS JAMBS svOR#a"DOOR WORT •• • CLUSTERS CLUSTERS ./. ••\,E 4 ,P � i 2X WOOD BUCK O WOOD SCREW #10 OR FRAMING 1-1/2" 3/4" 17-1/2" 4 17-1/4" 4 N N 4. 7 ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 4 17-1/4" 4 = - S A OF ; Q 1-3/8"-CONC. I.O ' '�•(OP;" 7C/� ELCO ULTRACON 1/4" CONCRETE/CMU 1" 17-1/2" 4 17-1/4" 4 NOTE: 1-1/4"-CMU j (C \ �� INACTIVE AND ACTIVE DOOR PANEL /� S'S, •i `� ORIENTATION IS INTERCHANGEABLE. 7 EMD _ eTesfe ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 11-5/B" 8 14-3/8" 6 74INA 2-#12X3"PFH B2 SCREW C2 1-STRIKE PLATE E2 BOPPE#1965040 2.080 3"PFH F7 NOTE: SCREW 1-STRIKE PLATE 1-TOP ASTRAGAL 1-STRIKE PLATE ^f A A�_ I HOPPE x2098945 STRIKE PLATE HOPPE xl%5090 DATE: O'.05.1 A INSERT PLUG 2-#8 0 3"PFH INTO BED OF SILICONE =�� SCREWS DWG. Y: CHK. Y: m(]�D� g�a<) ' DETAIL C2 _ SCREWSETAIL 2 DETAIL I2 G LITJ M SS/MSS 1 TYP.ASTRAGAL/ _- �� . TYP.ASTRAGAL IIM� �i MULTI-POINT DETAIL H2 All .A TYP.TOP ASTRAGAL/ SCALE: NTS INSERT PLUG WITH lI / STRIKE LOCATION TYP.TOP ASTRAGAL M��M MULTI-POINT STRIKE DETAIL B2 1-BOTTOM SHOOT 2-x9 X 2 U2"PFH MULTI-POINTIllir liarONLY STRIKE PLATE H2 LOCATION DWG.a: D015689 ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG PFH SCREWS STRIKE LOCATION LOCATION 12 - - W/STO.REINFORCEMENT PLATE (INSTALL IN SILICONE BED (INSWING ONLY) DETAIL E2 4-x9 X 2 1/2"PFT( `- 2-#9 x 2 1/T'PFH SHEET: OF 9 1-ASTRAGAL ONLY PFH SCREWS I®airierI SCREWS UNDER REINFORCEMENT PLATE) ASTRAGAL ONLY STRIKE STRIKE PLATE INSWING SILL SECTION VIEW PLATE FROM 2 ` ® HARDWARE KIT ®OUTSWING SILL SECTION VIEW O HEAD SECTION VIEW / N• SEE DETAIL BI 0011:2 ABOVE SU MAR F1 OR et MOVE z INSWING TNOWM WiSWINb LMIIM S • c PREPARED BY: CIO BUILDING DROPS,INC. 39B E.DANIA BEACH BLVD.,STE.338 DANS BEACH,FL 3300a PH:(994)3994418 ''S. FM:(994)144.4738 4 1/2"TYP. 4 1/2"TYP. WEB'.www.builEl7p"OS.wm 1 1/2"OFFSET TYP. V� _ t 1 -lS .2:t �� o O at3 Y :1_NI U s�— It I wm 01 m w TA' — I' O" X m5 w0 it $ J Z o z (1 z` Z o = W- ate : oQ I �' W W g l'•['1•4•;;;H - - - - v.,- REMARKS BY DATE Add Multi-Point Look GL 06/12/14 �TYP.ANCHOR LAYOUT Reference DWG.4AO1D834A AM 09/04/19 3 POONA/E4 BUCK 4 EONQEIEAUS01.113 YIB iNSTAUA1ON EFFUSE DESCF&i 4KRiN MEGENEl11 AND MY NOT REFLECT ACTUAL axon:MS FOR A SPEOFK SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO INNATE FIOM THE BEWBIEMENTS DUNS.HERE,.A LICENSED DSOS.011 AIICNRR LULL PREPARE SITE SPUME .5111.1096ni0e no infi0LLMFM 11/4"MIN.EMBED TYP. Z `````,%4�••. •/0,�//,., III t7H �I SEE TABLE 2X BUCK ANCHOR TABLE .•\-\t E , 10i 3-1 0...Ld,m�v1I ` - 7 Tt E W O 6'8"DOORS 8'0"DOORS = ANCHOR MIN. MIN.EDGE MIN.CENTER •• '0 S A OF i tr Z r E f ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER �13 • (2/ : N m ■MI SUBSTRATE DISTANCE SPACING AINGA MAINGA %O,T'� B IOP•: (v 2— SPACING AT SPACING AT 1 ` 2X WOOD BUCK INSTALL. JAMBS IAMBS '1, (<‘LS'. F. ie%‘ 2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE '�/1 • 3:.;n6 S.TE,k38� ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" F 4I r tY9Y' veragD Esse 1-3/8"-CONC. ELCO ULTRACON 1/4" CONCRETE/CMU 1" 4" 25" 30-1/4" ®2X WOOD BUCK INSTALL. ®2X WOOD BUCK INSTALL. 14/4"-CMU aLDBs f(CION sIDE NEW DATE: 02.05.14 NOTES: DWG. Y: CHK. Y: GLhJM SS/MSS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL.THRESHOLD SHALL BE FASTENED SCALE: IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. NTS DWG.a: D015689 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. SHEET: OF 9 3 • B' 7 PREPARED BY, \ BUILDING DROPS,INC. 398 E.DACHA BEACH BLVD..STE.338 DANIA BEACH,Ft 33004 PH:(9811399-8178 FAX:(9 91)744 6 738 WEB:www.BuHdingdrops.wm IJ o 01 my F r 0 NDIA Ong PD W w LL Q m S h=- ti n Q S LL . igs c C) 1J-1 111 N mY 02 QQ INTERIOR I� EXTERIOR EXTERIOR � I/AINTERIOR O CC CJ W^ a 0 4A_C. r © INTERIOR EXTERIOR U_' H R 'RIP W W i 4R4--W l�. ., I 0 'r'•�PJ��i: F�F"""111 CMAM rT, I— I— OPERABLE = F.�'M 4 OPERABLE HEAD Ci) OPERABLE SILL C) OPERABLE SILL REMARKS BY DATE O UTSWING SHOWN-INSWING SIMILAR INSWING OUTSWING Add Multi-Point Lock GE 06/12/I4 Reference DWG.11A010834A AM 09/04/19 NF 1NSTAL1A30N DETAILS DESCRME6HFREIN ARE 9ENFRIG FORA EVIATC Rlf SITE EQUIRIONSCAUSEIILED HEREIN, LICENSED E REpdIRE..:g DETAILED HEREIN.AFIRNSEO F ENGINEER .��j MEPRRE SIZE SPECIFIC %\‘%. DON T yEBODLVMENT /OfE 1 Np N..7 O Q 13 SA OF i� INTERIOR MI EXTERIOR 0 INTERIOR M EXTERIOR .4II/ IP ' /A1 Einakt.tt.7.33B 4-4. FM CFRr Of AIrtW 3 NOR TRfII X0.19370 C) OPERABLEINSWING/OUTSWING 4 ADA SILL O7 OPERABLE SILL OUTSWING DATE: 02.05.14 OPTIONAL AFCO H-097 DWG. Y: CHK. Y: GL/TJM SS MSS SCALE: NTS DWG.#: D015689 SHEET: OF9 4 ♦ ` CHINGE SCHEDULE PREPARED BY: DOOR HEIGHT QUANTITY HINGE DETAIL AT JAMB: Q PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP ,j1, 3 4 BUILDING DROPS,INC. 398 E.DAMIA BEACH BLVD,Mt 334 \•IL 06166 BEACH,FL 33004 -195413994418 �' L� GAIT.19541144.4138 0 I: 01.61WIN WEB:www.EwNdinedropcmm II A ©`INTERIOR 0 ,,\\ / I ,„-$N INTERIOR \\ VILIFJ -LL -." - \ 1-#9X2-1/2"PHILLIPS 2Q 2 gs-- r ii:I Mg FLATHEAD WOOD SCREW ~O Q. N m 1 a 11EIT-ii / z _I ^5 3-#9 X 3 4"PHILLIPS �0 J �j EXTERIOR fO FLATHEAD WOOD SCREW o ~ FesZ` EXTERIO cc cc Z 4-#9 PHILLIPS FLATHEAD W000 SCREW 2O W= ell USE 3/4"LENGTH FOR 6'-8"DOORS 0 N USE 1"LENGTH FOR 8'-0"DOORS W K 0 0 OMEETING STILE O3 HINGE JAMB w a; 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR W- I- F REMARKS BY DATE Add MOH-Point Lock GL 06/12/14 Reference DWG.#A010B34A AM 09/04/19 AFFEI WV POT REFLECT ACM.SM.IF SITE PTuursuM ESuFOP oAM MOPE IMF PECIAAuwDETAPE)NEBEIN A LneED ENONEEB 0B ANCMnER SMALL PPE PAK SEM SPECIFIC DOCD``11R EIyNFN r6/!ONFFEM. 4-#8 X 1 3/8"PFH � t- ,/,,\ ` 1,/,. O 1-REINFORCEMENT PLATE�` ``%. 4 "•, O• HOPPE#2512296 � �i 4.1":: 0 : N. 7 / ` 1� \ S A OF �'' : O . 1pP: tv "... 6, '.....0.1,,E.._sc....:::' G 4 HOPPE MULTI-POINT LOCK Alalif I ll 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY 02.05.14 3-#8X2"PFH 13-#8 X 1 3/8"PFH DATE: 1_MULTI-PT LOCK STRIKE PLATE / (6-8 UNITS) 15-#8 X 13/8"PFH DWG. Y: CHY: DETAIL AS (8-0 UNITS( GL JM SS/MSS HOPPE MULTI-PT LOCK COMES WITH HARDWARE SCALE: NTS FASTENING DWG.#: D015689 SHEET: OF9 5 t. S cPREPARED BY: \ C 1"MAX. BUILDING DROPS,INC. 1"MAX. 1"MAX. 1"MAX. 394 E.DANIA!EACH BLVD.,STE.333 DANIA BEACH.FL 33001 3/4"AIRSPACE PH:(95409.3-11.378 3/4O"AIRSPACE 3/4"AIRSPACE 13/4O"AIRSPACE INTERIOR FAX:(DSONE.n38 WEB:NR,wmlN.ndl9n.�N, INTERIOR I INTERIOR I I O INTERIOR 4 I �e 1/8"TEMPERED GLASS0 LLA Z m 1/8"TEMPERED GLASS Z'I' �1� 1/8"TEMPERED GLASS m Illi � Z= �� 1/8"TEMPERED GLASS I-- o oDSC,^ SIUCONE SILICONE 2 SILICONE 3'::.§ m �" BUTYL m 'i� BUTYL '� 1, SILICONE_dem �� BUTYL I EXTERIOR j EXTERIOR ,;,.:4,....i.., EXTERIOR I EXTERIOR a I7 ti rte:►=�:_ r�:'.�:_ rilmiritt,S14 r.►_�s LIQ-: _.......- /!-- ......- ; L'`-.--- ti a Q Z CI m f gor Al. oZ I- mg ED ( • w REDI-SEAL REDI-SEAL I _. REDI-SEAL O 2 Z - 1 6'-8" GLAZING DETAIL 08'-0" GLAZING DETAIL FLUSH GLAZE DETAIL 4 GLAZING DETAIL Z W'O20 1/2"MAX.D.LO.WIDTH 201/2"MAX.D.L.O.WIDTH (1) 23 7/8"MAX.D.LO.WIDTH O FOR OVAL,SUNBURST,AND ROUND TOPS b ' 62 1/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT ONLY IN 6'8"UNITS AT DP+/-50 PSF W C7 Ol±l' I 1"1 I EXTERIOR INTERIOR i i REMARKS BY DATE i i1/8"TEMPERED GLASS SEALANT , Add Man-Parc Lock GL 06/12/14 i % 1/8"TEMPERED GLASS Reference DWG.BAD10834A AM 09/04/19 1- i'01w1 EALANT ir Z=a1 I' �I /HE INSTAfUTION DEEAXS DENA16333W./.ABE Hum. AND WS NOT SITE iF VII ONEFLECT DEPONf CAUSE INSTALL...CONDITIONS FOPD WIWI Z FROM TN PEplIIIIMENTS DOWSED HEREIN.AICENSED IC '`D DOIN995 DOD``E In3r�0D[;MEMOF STRUCTURAL \,9 4 E O i,� SEALANT \\\ ♦ T '%" O5 GLAZING DETAIL OPTION N�� o�';_ 201/2"MAX D.L.O.WIDTH 78 1/2"MAX D.L.O.HEIGHT 3-0X6-8-DP 50 : 10 S A OF i i y 6-0X6-8-DP 50 i 3-0X8-0-DP 50 %O'% •"IOP•' ki 6-0X8-0-DP45 iR.9yi/,, • ' Illl'i1 1""'.3(\ DATE: 02.05.14 DWG. Y: CHK. Y: GL TJM SS/MSS SCALE: NTS DWG.#: D015689 NOTE: SHEET: OF 9 FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES ARE APPROVED IN ALL GLAZING DETAILS SHOWN ABOVE. 1 39 cPREPARED BY: BUILDING DROPS,INC. 396E DANIA BEACH BLVD..SME.338 DANIA BEACH,FL 33004 PH.195413948478 FAA:19541744.4738 WEB:www.bulklin8droos.com J -O J >On.- i ..qp s0 F O d Z nm j i 0 w u 2X WOOD BUCK Q ~ 5 g mg'.. t SILICONE WOOD ANCHOR 0. Q tN SEE TABLE ON SHEET 2 N MIN. EDGE DIST. "'m >; WOOD ANCHOR r i� 2 Z SEE TABLE SHEET 2 ga I SEE TABLE ON SHEET2 ...:P��. O. p } rirO f g,,,?,,- F 11111111M11 2X WOOD BUCK -_■ z¢ O _. ' �� w l u+ %� �� 2X WOOD BUCK o f,n ��.- I IIIMAX. MINI i T EDGE DIST. WOOD ANCHOR SHIM SEE TABLE SHEET REMARKS BY DATE SEE TABLE ON SHEET 2 MIN.EMBED. Add Multi-Point Lock GL 06/11/14 SEE TABLE SHEET2 Reference DWG.6A010834A AM 09/04/19 O HEAD (TYPICAL) O JAMB (TYPICAL) C.) OPERABLE SILL OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR INSWING SNL INSTALLATION MAILS 0LfLRl&OdERew ARL UNE.. ANO AV NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE FOUIRFROPOS DETAILED HERON INMATE GILICENSED WOOD ANCHOR WOOD ANCHOR WOOD ANCHOR ENGINEER OR ARCHITECT SHALL PREPARE SPEunC SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2 D9C```'(ijw1lg""�IBIS-DD',p, Qg SILICONE SILICONE SILICONE ��•```• '" O. '1, • w w 1.,::::.' _ 2X WOOD BUCK g I2X WOOD DUCK E.�will mil N. 7 B�? * : ►>�� 5� 2W V� sa OF : � : 2 til, 2X WOOD BUCK O,0•�0 IOP.. �� MIN. .i,f s ...... rp, & ``� EDGE DIST. MIN. MIN. SEE TABLE SHEET 2 ''�/E u vk s.,,o ��`, EDGE DIST. EDGE DIST. Ferca q' ^'"'-"."s7° SEE TABLE SHEET 2 SEE TABLE SHEET 2 O OPERABLE SILL EDOPERABLE SILL OOPERABLE SILL 7OUTSWING HIGH BUMP OUTSWING ADA SILL DATE: DWG0: 2.05.CHK.14 ARCO H-497 . Y: GL/YTJM SS MSS SCALE: NTS DWG.n: D015689 SHEET: OF9 ID.OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. J • PREPARED BY: ` BUILDING DROPS,INC. SSA E.DANS BEACH BLVD..STE 33B DANIA BEACH.9133001 PH:1954)3994418 CAA:19541144.4738 WEB'.www.builtlingArops.mm o $ 51 z °''b O O 2n2" aC, QQ -1—, MIN. ,-, 10 WOOD BUCK y •.I g§x. EDGE DIST. ,E-„ (OPTIONAL) O SEE TABLE SHEET 2 N N �T CONCRETE ANCHOR p H w'11 SILICONE SEE TABLE ON SHEET 2 ZO Z Z sigo i w m /�� CONCRETE ANCHOR r"� O Z w u6. •i i �/. SEE TABLE ON SHEET 2 — r"I. ET I— CI. UJ N _Y r; _.,,_-.---,F7.73:03,1!i i!t..i0.4•.0. w rW z w J CONCRETE/ f J O U N MASONRY W Z s BY OTHERS • z Q O . , —�! 9, 17(WOOD BUCK '2'LT, 1111 Kos•--.....fral210 : A, .. 3 �%:'�li (OPTIONAL) F F- '•',.. . // I'� .. 0.25" CONCRETEMIN. H o '. I I MAK. MASONRY/ EDGE DIST. CONCRETE ANCHOR SHIM SEE TABLE SHEET 2 REMARKS BY DATE SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS BY OTHERS Add Mom-Point Loch GI_ 06/12/14 MIN.LEReference DWG.340108344 AM 09/04/19 SHEET SEE TABLE SHEET 2 O HEAD (TYPICAL) O JAMB (TYPICAL) C-I) OPERABLE SILL OUTSWING SHOWN-INSWING SIMILAR8 OUTSWING SHOWN-INSWING SIMILAR INSWING TRTIRSDIEDZIFEVETSBEIMMENDFIZIMDM mNomwo HpRAy OO< AND OlNOT couoo`rriooto ACTUAL INSTALLATION TO rcwrz EROM H REQUIREMENTS DETAILED HEMiN A LICENSED CONCRETE ANCHOR CONCRETE ANCHOR u EEME9EE,T,7. E DOCUMENR gYLWMt��MFNE. SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2 \\\`, 2/ CONCRETE ANCHOR \�\ •E - Q �/� SEE TABLE ON SHEET 2 1 ,.•" ee ^ SILICONE SILICONE 1 W,, Y — SILICONE d I. - \f E r i fu S � W� �iif� N .�:0 N. 7 itWaw tx A i� Z.W CONCRETE/u, MASONRY *:::,C.4 ,44.0"'••• 4/ : MN BY OTHERS BY OTHERS BY OTHERS 1/45' �.�>tG' `�` EW O MIN. MIN. MIN. 'ems/ ^ EL��7.3�.t\\ EDGE DIST. EDGE DIST. EDGE DIST. ° "1rM'P14A'D't CO.mn SEE TABLE SHEET 2 SEE TABLE SHEET 2 SEE TABLE SHEET 2 (I) OPERABLE SILL CDOPERABLE SILLOOPERABLE SILL1OUTSWINGHIGH BUMP OUTSWING 8 ADA SILL DATE: 02.05.14 AFCO H-497 DWG. Y: CHK. Y: GL/TJM SS/MSS SCALE: NTS DWG.#: D015689 ID OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF 9 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ` • • • c BILL OF MATERIALS PREPARED BY: ` ITEMB DESCRIPTION MATERIAL HOPPE MULT-POINT LOCK ` FINGER-JOINTED PINE 17 BUILDING DROPS,INC. SOLID PINE 3911 F.wHu BEACH xYD.,M.3311 1 FRAME HEAD/JAMBS LAMINATED VENEER DANIA BEACH,FL MOOR ,119711 LUMBER 0 PH:195/139Mt 195417414.190/ 38 WEB.www.bp8Ein8Erops.4om COMPOSITE r V3 2 ASTRAGAL ENDURA ULTIMATE HURRICANE 6063_T6 ALUMINUM 7 ti J (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) J Q -o 3 (NOT USED) - _ j w coo g 4 THRESHOLD - 7 ',A 0O I Q g 5 THRESHOLD - LL 7 II a`j N 6 1"O.A.IG TEMPERED NON-IMPACT GLASS - Z !Y,-s �ccI. O g 2=5. C.CY 7 AFCO H-497 THRESHOLD - 0 J nZ URETHANE FOAM& CI 0 2 p 8 WEATHERSTRIP o POLYETHYLENE a Q 1 9 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE LI' 2 LA i HANDLE 0 I- 10 2X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD m q HEIGHT 0 L-A Z 11 1X WOOD(5.G.MUST BE 0.55 OR GREATER) WOOD ®moo O Z 12 #10 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL 0 d 13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL .:i 012) 14 BUTT HINGE(SEE SCHEDULE SHEET 5) - 15 LOCK SERIES 400 STEEL (^(1 REMARKS BY DATE 16 DEADBOLT SERIES 780 STEEL 4 R Md Multi-Point L.«9 GL 06/12/14 17 HOPPE MULI-POINT HARDWARE HLS9000 Reference DWG.NA010830A AM 09/00/19 (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) STEEL ♦ ae ao 18 ODL LIPLITE KIT(NI) PLASTIC O 19 FLUSH GLAZING LEG FIBERGLASS AND MAY mBFFLFcr Acruu cowanoFaTOR A SPECK 20 ODL LIPLITE KIT(RADIUS LITES) PLASTIC FROMM o° rii 1 ryLµuiii u%y Lire o I ifl B DOCYMEWI .'Yfd11i UMENf 21 FLAT LITE KIT ALUMINUM J 1 0, /Z 22 PU DOOR CORE - ♦ ♦ \\\\�\. �.•• `i��,'' 23 ADA THRESHOLD - IL "��4 E `�O 0r N.. 7 OFRAME HEAD/JAMBS O ENDURA ASTRAGAL O THRESHOLD 1.......1. — = -D S A OF i IY 1 VARIES,SEE BOM ABOVE 2 ALUMINUM 4 0.63'-I--E- �1 �d �` Fs W G� 1.1 gl /// 1— 0.06° mi- E ' 'F,1„.F • ii/4' 4.--W1.. OOi w ° inns►'i& :M9. wi [ 1 4.563" I 4.56"--{ O O AFCO H-497 THRESHOLD O ADA SILL DATE: 02.05.14 5 THRESHOLD 23 DWG. Y: CHK.BY: �...�4 GLITJM SSMSS Iib,.=I►!ry SCALE: NTS u��a-• -47.i DWG.a: D015689 s.00" I 5.62" I o SHEET: OF9 4.62"--1 9 ./ -t 22-. l • t • `y VISED MODEL DESIGNATION: Simonton Series 07-09 / 07-10 / 07-20 Vinyl Fixed Impact Window `%tt t,AOREM,I tttt i UPDA 0.0 NOTES,GENERAL DESCRIPTION,AND & REVISIONS: RE TOO.BY 02/03/1 ,s • 9/10/2014 ANCHOR LOCATIONS. MAXIMUM OVERALL NOMINAL SIZE: See Size Chart ,�.�P-:*%.CE N g..,"1:/..I LUCAS A. TURNER, P.E. 2 ADDED GLAZING DETAILS AND FLASHING NOTE T.D.D. 02/25/1 v: No 5$201 �:��1.: FL PE # 58201 3 CORRECTED WINDOW SERIES PER TESTING. T.D.O. 05/19/1 DESIGN PRESSURE RATING: See Size Chart TURNER ENGINEERING & USABLE CONFIGURATIONS: 0 * * %*E. CONSULTING,O79C.) 4 CORRECTED DESIGN PRESSURE FOR 74563 T.D.D. 06/01/1 re 'a� (C1239 JABARA AVE. 5 UPDATED FOR MULTIPLE SUBSTRATE TYPES L.A.T. 9/7/14 13.• STATE STATE OF �, .740: NORTH PORT, FL 34288 GENERAL DESCRIPTION: The head,9sill, and side jambs are extruded ISVC. The a minimuml of ckness 1.0.070". ,�iO�ct'.COR1C?1.'��2�, PH. 941-380-1574 through which the anchor screw ��i`;*• •'••••'•.**�� Lucas A.Turner �qI,O NAL. 2014-09-10 13:42-04:00 6" I O I I 10" (TYP.) 6" MIN. EDGE DIST., INSTALLATION --I SEE TBL 1, SHT 2 FASTENER. o-'N 1 MAX. o SEE TABLE 1, g wm i-I— U I I I I I U SHEET 2 W N r=n SUBSTRATE C- 1 E-3 BY OTHERS A i////� SUBSTRATE MIN. EMBED., 3 _ } BY OTHERS — SESHT E B2 1,L. 0 O SILICONE CAULK _AIM� SILICONE CAULK 1- — ci t 4" MAX. SHIM INSTALLATION SILICONE CAULK oA.:_ / FASTENER % 1/4" MAX. SHIM w . I] -1:,-1 SEE TABLE 1, = o a }v INTERIOR SHEET 2 w INTERIOR 2 Q — .-- HEAD 1 4X SCALE W o J= Ili.,-,. IXo X N SILICONE CAULK 2 -1- 0 m 1- o= :, — -- w In r INTERIOR 2 O JAMB • 1 =,1 w 1 4X SCALE 2 �Ly �_ 1/4" MAX. SHIM [] O [—] SILICONE CAULK �11 ISI SILICONE CAULK N n � � � � f ria 1 STRATE BYSUBO HERS ww.ii,,,,,-,-..,...,-._..... , i„�� u u 1� a la MIN. EDGE DIST., SEE INSTALLATION FASTENER "W” MAX. OVERALL FRAME WIDTH TBL 1, SHT 2 SEE TABLE 1, SHEET 2 SILL []INSTALLATION HOLE PRE-DRILLED ? 4X SCALE BY MANUFACTURER SIZE CHART MATERIAL: SI7E:DRA`MNG NO.: RI DISCLOSURE STATEMENT RMS FINISH: S1MON TON• B IN0366 r. OVERALL SIZE This document is the property of Simonton Windows,whichDimensional Tolerance, , DRAWN BY: DATE: retains all proprietary and other rights to its subject matter. hplep unless Otherwise Saetifi WIDTH HEIGHT DP RATING { EI °d r.D.D. 11/13/OE This document Is provided to the recipient on the expressed ALLOY& M I t nchr nc:lith., condition that it is not to be dbcloaed,reproduced In whole or I'cnnshoru.WV 2(415 CHECKED BY:DATE: 37" 84" ±50 PSF port,nor used in conjunction with the design.manufacture or WEIGHT: VOLUME: Decimals Angles of goods for anyone other than Simonton Windows SCALE: SHEET: APPRVD BY: DATE: 74" 63" ±55 PSF without Its consent. This restriction does not limit the ± .03 FIT 1 or 2 recipient's rights to utilize information contained in this SURFACE AREA: PERIMEtERr • .XX± .01 0' 30 min. SERIES: document which Is properly obtoined Worn another source. ' xXX± .005 07-09/07-10/07-20 FIXED IMPACT WINDOW FINISH TREATMENT: .TLE FILE:IN0366 ELEVATION.INSTALLATION DETAILS A t esti////q// PENSIONS: REVISED BY: DATE: �L/ REV. NOTES: ••,•,``P5TO RE ti, TL4�� 9/10/2014 UPDATED NO RS,GENERAL DESCRIPTON,AND T.D.D. 02/03/I 1. This installation has been evaluated for use in locations adhering to the Texas & Florida Building Codes •• pEry ANGHDRLocAnons. OP=•e\ SF•�'Qy i� LUCAS A. TURNER, P.E. 2 ADDED GLADNG DETAILS AND FLASHING NOTE T.D.D. 02/25/1 and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and J; F. FL PE # 58201 Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z. No 58201 •t P;,TURNER ENGINEERING & 3 CORRECTED WINDOW SERIES PER TESTING. T.D.D. 05/19/1 2. All interior and exterior perimeter surfaces of the window must be caulked. :*E :*I: CONSULTING, INC. 4 UNRRECTED DESIGN PRESSURE FOR 74563 * T.D.D. 06/01/1 3. Anchor type, size, spacing, and embedment shall be as specified in these drawings. :-a; :a (COA # 29779) 5 UPDATED FOR MULTIPLE SUBSTRATE TYPES LA.T. 9/7/14 4. Anchor embedment to substrate shall be beyond wall dressing or stucco. For concrete/CMU openings "p'• STATE OF ;Ett: 1239 JABARA AVE. I•13.0 •• 14•Z NORTH PORT, FL 34288 embedment shall be beyond wood bucks, if used, and into substrate. Installations to solid concrete or ..�...%,.�oRlp?:G�?�• PH. 941-380-1574 to hollolwed CMU CMU requiire includethuse of llxx bucksut do not equire 1 x wood between product bucks and substrate.etween product and substrate. Installations ',.... /ONAV'00%• 5. Wood or masonry openings, bucks, and buck fasteners, by others, shall be properly designed and installed to transfer wind loads to the structure. Substrates shall meet the minimum strength requirements as shown in Table 1, this sheet. Concrete or masonry substrates shall not be cracked. 0.500" GLASS 6. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, BITE GLAZING COMPOUND (PECORA 896-HIS) ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. EPOM GASKET 7. Shims are required where gaps of greater than 1/16" exist between opening and frame. Max. shim stack is EXTERIOR 1/4". Shims shall be load-bearing and capable of transferring loads to the substrate. / 1/8" ANNEALED 8. When used in areas requiring impact protection, this product DOES NOT REQUIRE the use of approvedp MIA, 0.090" PVB (SOLUTIA) impact resistant shutters or other external protection. 1/8" ANNEALED 9. Sealing and flashing by others should be applied using the ASTM E 2112 methodology appropriate for the ;�F� `�AIR SPACE opening into which the door is being installed. Overall water penetration resistance of the installed product . 1/8" TEMPERED is the responsibility of others. 10. Glazing shall comply with ASTM E 1300-04 11. For installation to metal substrates, anchors shall be long enough to be fully threaded through the metal Fil thickness with an additional 3/16" min. of threads beyond. INTERIOR 1" INSULATED TEMPERED/ANNEALED IMPACT 12. A minimum center-to-center spacing of 1-1/4" shall be maintained between all Elco Ultracons in any RESISTANT GLASS GLAZING DETAIL (.090" PVB1 direction. 37" X 84" PICTURE WINDOW 13. All fasteners penetrating into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment chemicals. Any dissimilar materials that come into contact shall be protected to prevent reactions in accordance with code requirements. 14. A wind load duration factor Cd = 1.6 was used for the analysis of wood screws only. 15. Windows shall be constructed as specified in test reports 99620 01-501-47-r0, A2066 01-501-47-r0, and A4999.01-501-47-0 by Architectural Testing, Inc., and T261-10, by Farabaugh Engineering & Testing, Inc. 0.500" GLASS BITE GLAZING COMPOUND (PECORA 896-HIS) EXTERIOR � EPDM GASKET 18"0.105"APVB (SOLUTIA) LED TJ "` TABLE 1: INSTALLATION FASTENERS TABLE 0 ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN. EDGE DIST. ' 1/8" ANNEALED A CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" L3. AIR SPACE B HOLLOW OR GROUT-FILLED CMU �1/8" TEMPERED (ASTM C90) 3/16" ELCO ULTRACON 1-1/4" 2 1/2" 11 C 2X LI MIN . SOUTHERN PINE WOOD 3/16" ELCO ULTRACON 1-3/8" 3/4"(G= M1( D 2X MIN. SOUTHERN PINE WOOD #10 WOOD SCREW 1-3/8" 3/4" INTERIOR 1" INSULATED TEMPERED/ANNEALED IMPACT (G=0.55) E 16 GAUGE (0.060") MIN. STEEL #10-16 OW IEKSRESISTANT GLASS GLAZING DETAIL (0.105" PVB). STUD 33KSI YIELD MIN. SELF-DRILLING SCREW SEE NOTE 11 1/2" 74" X 63" PICTURE WINDOW F 1/8'"'ALUM. 6063-T5 MIN. OR #10 GRADE 5 SELF-TAPPING/ SEE NOTE 11 1/2" 1/8" STEEL 36 KSI MIN. DRILLING SCREW MATERIAL: SIZE:DRAWING NO.: RE DISCLOSURE STATEMENT RMS FINISH: 'JSIMON TON' B IN0366 This document is the property of Simonton Windows,which Dimensional Tolerances DRAWN BY: DATE: retains all proprietory end other rights to its subject matter. ��F�p7 es aoTFy Unless Otherwise Specified ` ° " T.D.D. 11/13/0E This document is provided to the recipient on the expressed ALLOY&TEMPER: I I oclmanc.benne condition that It is not to be disclosed,reproduced in whole or I'cnnshoru.WV 21,415 CHECKED BY:DATE: port,nor used in conjunction with the design.manufacture or WEIGHT: VOEOME: Decimals Angles repair of goode for anyone other than Simonton WIndowe SCALE: SHEET, APPRYD BY: DATE: without its consent. This restriction does not limit the 2 of 2 recipients rights to utilize Information contained in this SURFACE AREA: PERIMETER: t .D3 SERIES: document which Is .XX%t 01 0' 30 min. properly obtoined from another source. FINISH TREATMENT: .%X% 3 .005 07-09/07-10/07-20 FIXED IMPACT WINDOW TTLE. FlLE:IN0366 NOTES&GLAZING DETAILS 4. -101/IPrC.- /-t / Ge 1 I REV. REVISIONS: REVISED BY: DATE: MODEL DESIGNATION: Simonton Horizontal EndVent Series 07-09/07-10/07-20 Vinyl Impact Window '- r-• OREW�F-err �� a: • P l• r MAXIMUM OVERALL NOMINAL SIZE: Single up to 113'x63' :JC)/\.C E NSF��QZ LUCAS A.1/201 7 TURNER, P.E. - Lucas Turner :-4: No 58201 FL PE # 58201 DESIGN PRESSURE RATING: Positive:50.0 PSF Negative:50.0 PSF 2017-02-01 =*i * *..r. TURNER ENGINEERING & 14:19+19:00 ='o: - Z CONSULTING, INC. USABLE CONFIGURATIONS: XOX(Quarter/Half/Quarter) '91• STATE OF :4]ti (COA # 29779) • • Z. O'. W." 1239 JABARA AVE. •GENERAL DESCRIPTION: The head,sill,and side jambs are extruded PVC.The wall thickness r�T,6,.....<O R:0 P•'•7,? NORTH PORT, FL 34288 through which the anchor screw penetrates is a minimum of 0.070". #,,,S• • A;*taG�� PH. 941-380-1574 QUALIFIED INTERIOR FRAME It I- -- EXTERIOR TRACK THROUGH L-BRACKET TRACK arraJim.m. THROUGH L-BRACKET TYPES: IN EXTERIOR TRACK w7NIMIN IN EXTERIOR TRACK rpo____r7. 1 3' —F 3" 6"MAX I k 6"MAX. - I I I f I III I(I 07-09 FRAME EQUAL LEG LJ LJ LJ LJ (FOR ANCHORAGE SEE SHEET 3) E_::"r r�r L_J d I LTJ I _1 �!Vint I — 3 _ cD LI I / F. w ci 0 ../i7 j 07-10 FRAME WITH INTEGRAL —T MASONRY FLANGE(ANCHORAGE SIMILAR TO 07-09,SEE SHEET 3) o — ,- i L_J L_J III II II ri 07-20 FRAME WITH INTEGRAL NAILING FIN 1III (REMOVED)&J-CHANNEL(ANCHORAGE LJ illa 3, 1 3• LJ SIMILAR TO 07-09,SEE SHEET 3) 70 113•MAX.OVERALL FRAME WIDTH MATERIAL: SIZE:DRAWING NO.. RE RMB FINIS„. SIM D o w fl B INO566 r--T INSTALLATION HOLE PRE-DRILLED DISCLOSURE STATEMENT DenenalOnel TOkRndS w N p c DRAWN BY: DATE: - L_J This document a me property of Simonton Windows,which retains WI goenetary EX0FPT AS Name_ Unless Other ise Sparked T.D.DA1M 01/11/17 BY MANUFACTURER end other rights in la sopa matin.The document's provided to the recreant ALLOY a TEMPER: I Cochrane Avenue onthe ezprsesed oondton I 4 e not to be disclosed.reproduced n whole or CIECKEO BY. DATE. IM PKK nor used n coryurcde design,manufactureon will Ile design, weir of goods for WEIGHT: VOLUME: Decimals Angles Patnsbolp,W V 26415 anyone other men Stnonton Windows Mama its comet ma meseimam does SCALE. SHEET: APPRVI BY: DATE: rept Imt thereceaotY Vas to Daze n/amsEorm convened m Ne document FIT 1 014 which is properly obtained from erodes tauree. SURFACE AREAPERIMETER: x 0 SERIES. - - —— J(xtO.01 0°30 min. FINISH TREATMENT: .%X%2.005 07-0g107-10/0]20IMPACT HORIZONTAL ENDVENT TITLE: FILE:IN0586 IX BUCK INSTALLATION-0110 9. • MODEL DESIGNATION: Simonton Horizontal EndVent Series 07-09/07-10/07-20 Vinyl Impact Window ,,,,,` tki.)RE W��,,,,, L7Z R# - REVISIONS: REVISED BY: GATE: MAXIMUM OVERALL NOMINAL SIZE: Single up to 113'x 63' V�;•�\G 0 N Se..�Q� 1"... 2/1/201 7 ' J ' •to. LUCAS A. TURNER, P.E. • DESIGN PRESSURE RATING: Positive:50.0 PSF v No 58201 L 13 FL PE # 58201 Negative:50.0 PSF *; * 1*C TURNER ENGINEERING & ' 9; CONSULTING, •INC. - • USABLE CONFIGURATIONS: XOX(Equal Liles) 1:33.•. STATE OF :4/.7. (COA # 29779) . . %.O,<•, c r;. :, 1239 JABARA AVE. GENERAL DESCRIPTION: The head,sill,and side jambs are extruded PVC.The wall thickness %c<'S'• O R 1....."6,,4" NORTH PORT, FL 34288 through which the anchor screw penetrates is a minimum of 0.070'. o.6`.0 P. t��.,,� PH. 941-380-1574 INTERIOR THROUGH L-BRACKET EXTERIOR TRACK QUALIFIED I TRACK S=lis THROUGH L-BRACKET IN EXTERIOR TRACK e7=I IN EXTERIOR TRACK FRAME Ii . TYPES: -"MI TYPES: 6"MAX. I- O 3' 6•MAX. 1 3" Zc ri rT r� 1-11 III III Ill 111 LJ LJ LJ LJ L�J I r_r 07-09 FRAME EQUAL LEG Q L-J (FOR ANCHORAGE SEE SHEET 3) I- _ _1 = v 1 U Ii `��,,, Saaw 0' �� -2 rr r g / /// 0 07-10 FRAME WITH INTEGRAL o MASONRY FLANGE(ANCHORAGE SIMILAR TO 07-09,SEE SHEET 3) f _ *MM. r r. ,--. ; ! i LTJ f r-r I I lit I II I III T L� LiJ 07-20 FRAME WITH INTEGRAL NAILING FIN Q 3"�— 3" § (REMOVED) SIMILAR T J CHAN07-09, EL(ANCHORAGE .o SHEET 3) 113•MAX.OVERALL FRAME WIDTH MATERIAL: SIZE DRAWING NO.: RE r—-n INSTALLATION HOLE PRE-DRILLED RMS FINISH: 0 SIMON TONS B IN0586 DISCLOSURE STATEMENT Dimensional Tolerances DRAWN BY: DATE: L—J BY MANUFACTURER TIsis document a the property of Simonton Windows,which Mains all plogisWy EXCEPT AS NOTED Unless Otherwise Specified w " o o w " T.D.DILMH 01/11117 and other rights to is subject nutter.The dccument is provided to the recbiert ALLOY&TEMPER: I Cochrane Avenue CHECKED 6Y: DATE: on the evinced wndion that it a not to be disclosed.reproduced in wens or Palnaboro,WV 26415 Pad.nor used H conjunction with the design.manufacture or Mask of geode for WEIGHT: 'VOLUME: DsdmW Myles anyone other then Smcnon Windows without its consent_The,ssoaaon does SCALE: SHEET: AWRVS)SY: DATE: not NMI the raopertk rights to u5Xze ae aornen cn caned in the ht docu e - FIT 2019 Mich a properly obtained from another sawn. SURFACE AREA: PERIMETER X S.03 SERIES: .XX .Ot 0'30 min. FINISH TREATMENT: .XXX 2..005 07-0e/07-10107-20 IMPACT HORIZONTAL EEDVENT TITLE. FILE:IM258d IX BUCK INSTALLATION-EO 7�/ Rte' REVISIONS: REVISED BY: DATE. �,N' CREW T4f� . 5,. (....pt''',..., 2/1/2017 :.J-()p..��C 58201y�, LUCAS A. TURNER, P.E. :" No 58201 ':��S. FL PE # 58201 TURNER ENGINEERING & • * * 1*= CONSULTING, INC. - MIN.EDGE DIST.,111111 _ O. SEE TABLE 1,SHEET4 w 9: STATE OF :0,./.3: (CDA 29779) INSTALLATION FASTENER. 1 Q•, t/� 1239 JABARA AVE. +'T�••• O R 1 ✓'•moo-• NORTH PORT, FL 34288 INSTALLATION FASTENER SEE TABLE 1,SHEET4 4e S• G$ PH. 941-380-1574 THROUGH L-BRACKET, ��,ip,ONA,,,,, SEE TABLE 1,SHEET 4 SUBSTRATE `t dAi//i, MIN.EMBED., XOX-QUaffBf/H2If I Quart@E BY OTHERS �7' SEE TABLE 1,SHEET4 -�, 1 I EXTERIOR 1/8'TEMPERED SILICONE CAULK a'Ell II, AIR SPACE SEE NOTES 16& - SILICONE CAULK MIN.EMBED., =i11.- SEE NOTES 16 617 SEE TABLE 1,SHEET 4 IJ 114'MAX.SHIM SUBSTRATE• I 1/V ANNEALED �•� ±i�� BY OTHERS SILICONE CAULK 0I 0.090"PVB(SOLUTIA) J SEE NOTES 16 6 17 . . .M �I— �(— INTERIOR �m 1/8"ANNEALED INSTALLATION FASTENER HEAD SEE TABLE 1,SHEET4 / 1/4"MAX.SHIM 0.500"GLASS GLAZING COMPOUND C) INTERIOR BITE (PECORA 896 HIS) IA`�',�,10i INTERIOR MIN.EDGE DIST., II�.. 1"INSULATED TEMPERED IMPACT RESISTANT SEE TABLE 1,SHEET4 /I�� GLASS WITH 0.090"PVB INTERLAYER SILICONE CAULK INTERIOR XOX NOTES 16&17 XOX-Equal ll— ,l, tl= l; O JAMB SEALING WASHER . �- .��: 1 I I SILICONE CAULK EXTERIOR VW ANNEALED or TEMPERED 'r—l,. I �� ;li,��r� IN INSTALLATION HOLE AIR SPACE 1/4"MAX.SHIM ■ ,. �� SILICONE CAULK "�,. SILICONE CAULK I ,� SEE NOTES 16 6 17 =�_ ' SEE NOTES 16 6 17 I I 1/8"ANNEALED SUBSTRATE Fr ,/ MIN.EMBED., 0.090"PVB(SOLUTIA) BY OTHERS / C, A SEE TABLE 1,SHEET4 �' 1/8"ANNEALED INSTALLATION FASTENER 0.500"GLASS GLAZING COMPOUND MIN.EDGE DIST., SEE TABLE 1,SHEET4 BITE (PECORA 896-HIS) SEE TABLE 1,SHEET4 INTERIOR OSILL 1"INSULATED TEMPERED/ANNEALED IMPACT RESISTANT 1 GLASS WITH 0.090"PVB INTERLAYER MATERIAL SIZE:DRAWING NO.: RE DISCLOSURE STATEMENT RMS FINISH: Dimensional Tolerances S I M O N TON' B IN0586 NDO9 DRAWN BY: DATE: This doament o the popery of Sinorton WVldows,Wlnh retains MI pmpreIy ,prt As NOTED Unless Otherwise Specified T.0.0./LMH 01/11/17 she other'NIS'to its tuEJet owner.This document is provided to the ISNpAM ALLOY s TEMPER I Cochtfue Aeons on the expressed mrtl1on del it's not to os dAtlosed,spodoed in whole or CHECKED BY: GATE. pet nor used In op0Nroeon wth the dtti,,manufacture d ure or repelfloods/or WEIGHs T: -VOLUME: DsaMarls Peputsbpm,W V 2ti415 eryare other Um Simonton W ndows withpwithoutits consent.This restriction doe SCALE: SHEET: APPRVD BY DATE: rpt lent the mop/sore rphre o utilise fNm contained contaed in the document FR 0011 _ which le properly 0h1Med from another source. SURFACE AREA PERIMETER .X d.03 SERIES: .XX 0'30 min. FINISH TREATAENT: .XXX 2.005.005 07-0D/07-10/07.20IMPACT HORIZONTAL END//ENT TITLE. FILE:INp5Bs ANCHOR 5 GAZING DETAILS `,�J%Ei11 JfJ JJ, ..y REV REVISIONS. REVISED BY: DATE Jf L �` p;nREh � PP `�Op•?.��CE N S�L'r'�:. 2/1/2017 �!• No $8201 ;ro% LUCAS A. TURNER, P.E. FL PE # 58201 *; * ;*= TURNER ENGINEERING & 7.v: CONSULTING, INC. 4 53% STATE OF .'�1: (COA # 29779) OT., �, P :.�� 1239 JABARA AVE. .,SFS.,<O R i°�°,•�.; NORTH PORT, FL 34288 '•��JS/��A ;<J��, PH. 941-380-1574 NOTES: 1.This installation has been evaluated for use in locations adhering to the Texas&Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein,for use outside the H.V.H.Z. 2.All interior and exterior perimeter surfaces of the window must be caulked. 3.Anchor type,size,spacing,and embedment shall be as specified in these drawings. 4.Anchor embedment to substrate shall be beyond wall dressing or stucco. For concrete/CMU openings embedment shall be beyond wood bucks,if used,and into substrate. Installations to solid concrete or grout-filled CMU may include but do not require lx wood bucks between product and substrate. Installations to hollow CMU require the use of lx bucks between product and substrate. 5.Wood or masonry openings,bucks,and buck fasteners,by others,shall be properly designed and installed to transfer wind loads to the structure. Substrates shall meet the minimum strength requirements as shown in Table 1,this sheet. Concrete or masonry substrates shall not be cracked. 6.The responsibility for selection of Simonton products to meet any applicable local laws,building codes,ordinances,or other safety requirements rests solely with the architect,building owner,or contractor. 7.Shims are required where gaps of greater than 1/16"exist between opening and frame.Max.shim stack is 1/4". Shims shall be load-bearing and capable of transferring loads to the substrate. 8.When used in areas requiring impact protection,this product DOES NOT REQUIRE the use of approved impact resistant shutters or other external protection. 9. Sealing and flashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening into which the door is being installed. Overall water penetration resistance of the installed product is the responsibility of others. 10.Glazing shall comply with ASTM E 1300-04 and safety glazing requirements per FBC Section 2406. 11. For installation to metal substrates,anchors shall be long enough to be fully threaded through the metal thickness with an additional 3/16"min.of threads beyond. 12.A minimum center-to-center spacing of 2-1/4"shall be maintained between all Elco Ultracons in any direction. 13.All fasteners penetrating into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment chemicals. Any dissimilar materials that come into contact shall be protected to prevent reactions in accordance with code requirements. 14.A wind load duration factor Cd=1.6 was used for the analysis of wood screws only. 15.Windows shall be constructed as specified in test reports SIMO-028-03-04-r0,SIMO-28-03-02-r0,SIMO-028-03-01-r0&SIMO-032-03-01-r0 by PRI Construction Materials Technologies. 16.Use 100%pure silicone caulk compliant with AAMA 808 Section 5-Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk,damaged wood,wood fibers,grease,oil dirt,rust,mold or similar contaminants.Vacuum and clean opening surfaces completely.A fully primed surface is recommended,but not required.Cleaning of all surfaces should be done the same day of which the silicone caulk is to applied.For more details visit Simonton.com. 17.Caulk application:recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces are clean and dry including the new window(s). Use a backer rod on all joints>3/4"deep and/or wider than 1/4". Finished caulk joint should be a minimum of 3/8"deep and make full contact with both the new window and structural opening surfaces.Silicone caulk should be forced into joint or compressed to assure full contact on both surfaces and to expel any air pockets. 18. Designation"X"and"0"stand for the following: X:Operable Panel 0:Fixed Panel TABLE 1: INSTALLATION FASTENERS TABLE ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN. EDGE DIST. A CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1-3/4" 1" B HOLLOW OR GROUT-FILLED CMU 3/16" ELCO ULTRACON 1-1/4" 2 1/2" (ASTM C90) 16 GAUGE (0.060") MIN. STEEL #10-16 ITW TEKS C STUD 33KSI YIELD MIN. SELF-DRILLING SCREW SEE NOTE 11 1/2" 0 1/8"'ALUM. 6063-15 MIN. OR #10 GRADE 5 SELF-TAPPING/ SEE NOTE 11 1/2" 1/8" STEEL 36 KSI MIN. DRILLING SCREW MATERIAL: SIZE.DRAWING NO.. RE DISCLOSURE STATEMENT RMS FINISHDimensional Tolerances 0 SI M O N TON' 8 IN0586 - DRAWN BY: DATE: This document,s the property of Simonton Windows,whch retains all proprietary E1t5FPTASh4TED Unless°therms°SpOE,Red ' T.D.D./LMH 01/11111 and other rotes to its subject matter.The document a provided to the recIpere ALLOY&TEMPER. I Cochrane Avenue CHECKED BY. DATE. on the expressed condnon that e a not to be dedosed,reproduced in wroe or Pennsbom,WV 26415 part nor used n conjunction win the des.gt,manufacture or repair of goods for WEIGHT. VOLUME. Deamals Angles anyone o0or than Simonton W Maws without its mnsenl.The restrnpn does SCAT.E. SHEET. APPRVD BY. DATE: not Imi the"'""r'rV"In ubize�Mornnban cnn'ned n tha decurnern SURFACE AREA. PERIMETER. x x 03 FIT 4 til, whch a property obtained from another source x 0°30 mireSERIES i.005 . FINISH TREATMENT: .XXX .005 07 09 107-10107 TO IMPACT HORIZONTAL ENDVENT TITLE FILE.IN0586 NOTES 8.INSTALL ANCHOR TABLE • -- 1 cC- 1/ /C( 6 c • 2_ `, EV ,st NOTRE W',,, � RX REVISIONS: REVISED BY DATE MODEL DESIGNATION: Simonton Horizontal Slider Series 07-09/07-10/07-20 Vinyl Impact Window �,,- F., ...... T�ff� 5 ADDED NOTE 10. LD.O. 01/05/12 h GEN t' 12/05/2017 MAXIMUM OVERALL NOMINAL SIZE: Single up to 73"x62' 1J0."N., SF•• �d'��% LUCAS A. TURNER, P.E. 6 ADOED OPTIONAL GLAZING DETAIL AND FRMS T.D.D. 11/15/13 Lucas Turner No 58201 '• D: FL PE 58201 7 UPDATED FOR MULTIPLE SUBSTRATE TYPES A.T. 01131/15 DESIGN PRESSURE RATING: Positive:50.0 PSF TURNER ENGINEERING & Negative:50.0 PSF 2018-03-13 7.7*: * ••*: CONSULTING, INC. 8 AOOED TEST REPORT ABC NOTES 1581. LMB 08/08/17 USABLE CONFIGURATIONS: XX 11:28+20:00 :'9 13•: STATE OF e:(l/w (COA # 29779) g ADDED SEAUNG GASKET. LMH 12/05/17 Q• [u: 1239 JABARA AVE. %�F (O R 1 C P'.•?'`� NORTH PORT, FL 34288 GENERAL DESCRIPTION: The head,sill,and side jambs are extruded PVC.The wall thickness �i S �� PH. 941-380-1574 through which the anchor screw penetrates is a minimum of 0.070". .0*6.S/ONA; +`. MIN.EMBED., SUBSTRATE SEE TBL 1, BY OTHERS SHT 2 INTERIOR THROUGH L-BRACKET INSTALLATION % SILICONE CAULK TRACK INSTALLATION .,- FASTENER �- EXTERIOR FASTENER. oma / 1/4"MAX.SHIM jSA TRACK INSTALLATION SEE TABLE 1, �m H-= SEE SHEET 2 ISat FASTENER THROUGHf f w N - ---- INTERIOR -_, SHEET2 L-BRACKET,SEE w LU / A10 TABLE 1,SHEET 10. I II5" I ilk v3" ell 3" I I 5" in SUBSTRATE , i i_��wfa III .�(IA�1• BY OTHERS /� i//i/ W CI N co y 1 SILICONE CAULK T i• _� / i t t� I17111111111.kan � SILICONE CAULK i I*_--- fABM( 1/4"MAX.SHIM SILICONE CAULK 'II l INTERIOR O JAMB i I 1 11= 14. II 2 woT r ci: 0 O HEAD g1 LL '-2 �'��. �w SILICONE CAULK SILICONE CAULK ,r pr > I INTERIOR (I I (1 I , / 07-10 FRAME WITH SILICONE CAULK INTEGRAL MASONRY FLANGE rte. IN INSTALLATION HOLE (ANCHORAGE SIMILAR TO 07-09) SEALING WASHER out LA r. 1/4"MAX.SHIM II (� SILICONE CAULK • , .1 _T- (I D I� SILICONE CAULK �I Mir M' SUBSTRATE I —--" I BY OTHERS F' ►/,% kV P SILICONE CAULK L=am SILICONE CAULK 1 MIN.EDGE 'i IIi a DIST.,SEE MIN.EMBED., TBL 1,SHT 2 SEE TBL 1,SHT 2 73"MAX.OVERALL FRAME WIDTH .-.- INSTALLATION FASTENER 07-20 FRAME WITH INTEGRAL O SEE TABLE 1,SHEET 2 NAILING FIN(REMOVED)&J-CHANNEL SILL (ANCHORAGE SIMILAR TO 07-09) 1 MATERIAL SIZE.DRAWING NO.: RE RMSOSIMONTON' B INo365 DISCLOSURE STATEMENT Dimensional Tolerancese 50001 W I h D o w 5 DRAWN BY: DATE: The ramrod is the property of Simonton Windows,rich ratans SI pmprbury EWEPT AS NOTED Unless Otherwise Specified TDO. 11/13/08 end other rants to its sited metier.The document a provided to the re01pe18 ALLOY&TEMPER I Cochrane Avenue CHECKED BY: DATE: on the expressed condition atm n is not to be disclosed,reproduced in whole M Paulsboro,WV 26415 pad,nor used in conjunction wth the deequ,rrorededuro or repair d goods or WEIGHT: VOLUME: Decimals Angles -- Myon other swot Smanlon Windows without is oorsent The resbidcn does SCALE: SHEET: APPI1 D BY: DATE: not Writ IM recpwmVas Ns to urn olometion contents dormer the dorrA SURFACE AREAX=03 rich FIT 1 012 ts a properly obtained from anothersour. . PERIMETER: SERIES. .XX t.01 0'30 min. FINISH TREATMENT: .XXX S.005 07t9 107-10107-20IMPACT HORIZONTAL SLIDER TITLE: FILE.FLA 10190.2 2X BUD(INSTALLATION(AS TESTED) ae NOTES: „15,7,2! R0V REVISIONS REVISED Br: DATE 1.This installation has been evaluated for use in locations adhering to the Texas&Florida Building Codes and where pressure requirements as 12/05/2017 5 ADDED NOTE 10. T.D.D. 01/05/12 determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein,for use LUCAS A. TURNER, P.E. 8 ADDED OPTIONAL GLAZING DETAIL AND FRAME T.D.D. 11n5/10 outside the H.V.H.Z. FL PE # 58201 UPDAT 2.All interior and exterior perimeter surfaces of the window must be caulked. TURNER ENGINEERING & ' upoeD FOR MULTIPLE SUBSTRATE TYPES LA.T. 01/31/15 CONSULTING, INC. B ADDED TEST REPORT AND NOTES 15616. LMH 08/08/17 3.Anchor type,size,spacing,and embedment shall be as specified in these drawings. (COA # 29779) 4.Anchor embedment to substrate shall be beyond wall dressing or stucco.For concrete/CMU openings embedment shall be beyond wood bucks,if 1239 JABARA AVE. g ADDED SEALING GASKET. LMH vosn7 used,and into substrate.Installations to solid concrete or grout-filled CMU may include but do not require lx wood bucks between product and NORTH PORT, FL 34288 PH. 941-380-1574 substrate. Installations to hollow CMU require the use of lx bucks between product and substrate. 5.Wood or masonry openings,bucks,and buck fasteners,by others,shall be properly designed and installed to transfer wind loads to the structure. ,,,,,,,,1,„,,� Substrates shall meet the minimum strength requirements as shown in Table 1,this sheet. Concrete or masonry substrates shall not be cracked. ,,,, 0ORE W �,,, 6.The responsibility for selection of Simonton products to meet any applicable local laws,building codes,ordinances,or other safety requirements .:j/((G E NSF G�Z EXTERIOR 1/8"ANNEALED rests solely with the architect,building owner,or contractor. `+,: : . No 58201 :1' AIR SPACE 7.Shims are required where gaps of greater than 1/16"exist between opening and frame.Max.shim stack is 1/4". Shims shall be load-bearing and 1. ',: * ;y- i----117.--- capable of transferring loads to the substrate. = - ' - --6: icc I 1/8"ANNEALED 8.When used in areas requiring impact protection,this product DOES NOT REQUIRE the use of approved impact resistant shutters or other external:9:" STATE OF :4/ 0.105'PVB(SOLUTA) protection. :Oro'""A� 1....2.4: L.... 9.Sealingand flashingbyothers should be applied usingthe ASTM E 2112 methodologyappropriate for the o opening into which the door is being '�..:S p 1•C...0.1\•Y' 1/8"ANNEALED PPP 9 .,�S.ONAI.�.... installed. Overall water penetration resistance of the installed product is the responsibility of others. ....r,,,,,E,1... GLAZING COMPOUND 10.Glazing shall comply with ASTM E 1300 and safety glazing requirements per FBC Section 2406. 0.5BITE ASS (PECORA 896-HIS) 11.For installation to metal substrates,anchors shall be long enough to be fully threaded through the metal thickness with an additional 3/16"min.of threads beyond. INTERIOR 12.A minimum center-to-center spacing of 2-1/4"shall be maintained between all Elco Ultracons in any direction. 13.All fasteners penetrating into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment chemicals. 1"INSULATED ANNEALED IMPACT RESISTANT Any dissimilar materials that come into contact shall be protected to prevent reactions in accordance with code requirements. GLASS WITH 0.105"PVB INTERLAYER 14.A wind load duration factor Cd=1.6 was used for the analysis of wood screws only. 15.Windows shall be constructed as specified in test reports A9263.01-501-47-r0,80676.01-501-47-R1-UD,D0967.01-501-47-R0, D8020.01-109-47-r0 and D0968.01-501-47-r0,by Architectural Testing,Inc. 16.Use 100%pure silicone caulk compliant with AAMA 800 Section 1 -Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk,damaged wood,wood fibers,grease,oil dirt,rust,mold or similar contaminants.Vacuum and clean opening surfaces completely.A fully primed surface is recommended,but not required.Cleaning of all surfaces should be done the same day of which the silicone caulk is to applied.For more details visit Simonton.com. 17.Caulk application:recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact EXTERIOR 1/8"TEMPERED surfaces are clean and dry including the new window(s). Use a backer rod on all joints>3/4"deep and/or wider than 1/4". Finished caulk joint AIR SPACE should be a minimum of 3/8"deep and make full contact with both the new window and structural opening surfaces.Silicone caulk should be CiiiIr'" forced into joint or compressed to assure full contact on both surfaces and to expel any air pockets. r I I - 1/8"ANNEALED 0.105'PVB(SOLUTA) TABLE 1: INSTALLATION FASTENERS TABLE ;� 1/8'ANNEALED ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN. EDGE DIST. A CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1-3/4" 1" 0.500'GLASS GLAZING COMPOUND B HOLLOW OR GROUT-FILLED CMU3/16" ELCO ULTRACON 1-1/4" 2 1/2" BITE (PECORA896-HIS) (ASTM C90) C 2X MIN. SOUTHERN PINE WOOD3/16" ELCO ULTRACON 1-3/8" 3/4" INTERIOR (G=0.55) D 2X MIN. SOUTHERN PINE WOOD #10 WOOD SCREW 1-3/8" 3/4" 1"INSULATED TEMPERED/ANNEALED IMPACT RESISTANT (G=0.55) E 16 GAUGE (0.060") MIN. STEEL #10-16 ITN TEKSGLASS WITH 0.105"PVB INTERLAYER(OPTIONAL) STUD 33KSI YIELD MIN. SELF-DRILLING SCREW SEE NOTE 11 1/2" F 1/8 ALUM. 6063-T5 MIN. OR #10 GRADE 5 SELF-TAPPING/ SEE NOTE 11 1/2" 1/8" STEEL 36 KSI MIN. DRILLING SCREW MATERIAL: SIZE.DRAWING NO.: RE RMS FINISH. 0 IS MON TON' B IN0365 DISCLOSURE STATEMENT Dimensional Tolerances w s DRAWN Br. DATE: This document is the property of Simonton Windows.which ratans all proprietary £ALFPr AS 5070 Unless Otherwise Specified T.D.D. 11/13/08 end other rphts/0 i6 suhpct matter.The document 5 provided to the recipient ALLOY&TEMPER I Cochrane Avenue CHECKED BY, DATE: on the expressed condlon that 1 s not to be disclosed,reproduced n wtnb or Paunsboro,WV 26415 pan,nor used 0 cnn;unchon with the deapi.manufacture or repair of goods lo, Wm,-L,. VOLUME. Decimals Angles anyone other then S,monnn Windows enema Is consent.The rest Ton does SCALE. SHEET. APPRVD BY. DATE. rot Int the,ecnent'a rillmrad .s s 0 uel1[e eforaeon conned,n ISA document X 1 03 FIT 2 012 *tech properN cme,ned from another source Sl1RFACE AREA: PFRIMF"'FR XX v 01 0'30 mir. SERIES FINISH TREATMENT. .XXX e.005 07-011/0710/07.20 IMPACT HORIZONTAL SLIDER TITLE FILE.FLA 10160 2 NOTES,GLAZING DETAILS.INSTALL ANCHOR TABLE • / _ ` ` v , • 11 IR7.''r1Ts'(:1 \c,: y INSTALLATION NOTES: Trinity Glass International TRINITY GLASS INTERNATIONAL 33W 1ST WAY 5 FEDERAL WAY.WA 98003 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR PH P53)875.73W LOCATION SHOWN. GLAZED FIBERGLASS DOOR o 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE p M ': MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT NON-IMPACT INSWING/O U T S WI N GQ O co H>m1 INSTALLATION OF THE MAXIMUM SIZE LISTED. a F J M 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE cc 0 d m J OF t1/2 INCH(I.E.,WITHOUT CONSIDERATION OF TOLERANCES). m r"' ? ti V± LL TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION GENERAL NOTES: "to Q w'-' ANCHOR TO THE NEXT. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND <d Z m F-H m 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA TABLE OF CONTENTS ,* W w o<N BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 BUILDING CODE(FEC),INCLUDING HVHZ AND HAS BEEN SHEET# DESCRIPTION z cz N a z INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. EVALUATED ACCORDING TO THE FOLLOWING: w O a m Wp SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR • TAS 202-94 1 General notes _ Z LcV C 69 BETTER. • ASTM E283-04 2 Typical elevations,design pressures r d m • ASTME330-02 3 Typical elevations,design pressures 5. THROUGH FRAME:FOR INSTALLATION INTO 2X WOOD FRAMING USE • ASTM E331-00 YP 9 MINIMUM CO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 • AAMA 1304-02 4 Typical elevations,design pressures o 1/2'MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.MINIMUM EDGE DISTANCE OF 3/4'SHALL BE MAINTAINED. 2. ADEQUACY OF THE EXISTING STRUCTURAL 5 Typical elevations,design pressures CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND 6 Door panel construction details m 6. THROUGH FRAME:FOR INSTALLATION INTO CONCRETE/MASONRY, FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND USE 1/4"ITW TAPCONS OR 1/4"ELCO ULTRACONS OR 3/16'ITW TRANSFERRING APPLIED PRODUCT LOADS TO THE 7 Door panel construction details (f) TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4"MINIMUM FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR 8 Dooranel construction details -7 EMBEDMENT INTO CONCRETE/MASONRY. ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. P Z 9 Sidelite panel construction details 0 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND construction details H panel z FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 10 Sidelitez o VENEER,AND SIDING. STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 11 Sidelite panel construction details tr) r RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF I--( H 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE RECORD FOR THE PROJECT OF INSTALLATION. 12 Horizontal cross sections MADE OF CORROSION RESISTANT MATERIAL OR HAVE A 13 Horizontal cross sections (11 L) CORROSION RESISTANT COATING. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC w AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC 14 Horizontal cross sections ifY o 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE 15 Vertical cross sections INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 16 Vertical cross sections JOINT INTO FACE SHELL OF BLOCK. DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. 17 Vertical&Horizontal cross sections 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE 18 Horizontal cross sections ci z , WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR - " tt t r AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH THIS PRODUCT. 19 Buck&Frame anchoringN.N ��/ STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY �NN��••*•a9�,y��i THE ANCHOR MANUFACTURER. 6, FRAME 8 MULLION MATERIAL:PVC OR WOOD 20 Buck anchoring �� 21 Frame anchoring �, � 11 BASED ON INSTALLATION SUBSTRATTE MATERIALS WIACITIES OTH THE FOLLOWING HEREIN IN ARE 7. CLADDING MATERIAL:FIBERGLASS 22 Frame anchoring !C):. :441.‘r. PROPERTIES: - - - u: 23 Frame anchoring - _ F- ,. •A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. -- N • B.CONCRETE-MINIMUM 3000 PSI COMPRESSIVE STRENGTH 24 Frame anchoring ` ~ . C.HOLLOW/GROUT FILLED CMU-STRENGTH CONFORMANCE TO •••• ASTM C90,MIN.Fm=2000 PSI. 25 Buck anchoring ,,d� •••. F g 26 Frame anchoring iii,`` pR0`.� 27 Buck anchoring _ .) ,: j: w 28 Frame anchoring Q z z J u, 29 Components o a L., _ u z 30 Components DWG#: Digitally signed by Hermes F.Norero,P.E. 31 Components FL-20867.3 Reason:I am approving this document 32 Bill of materials 1 o F 3 Z Date:2016.10.18 09:21:11-04'00' SHEET: fJ O Lr▪i x 2 A' co c' m z io- o W 81.63"MAX.FRAME HEIGHT(INSWING) n < 0 m W 80.50"MAX.FRAME HEIGHT(OUTSWING) o � •.Ai N G) 0 o m , A 111111111111111111"11.1111 \ o z Zi w 40 X ID m me �D m \ i° V V a �D D O O C 01 0 +II r- o ID 2 y 24:410tix0 0 0 - 2 0 0 < 13 rn mm O fn Z aSi xi rn 0 0 c� c0v -I ) c CO m, z:21. -c ``l.uuuu. ,. � � DATE: •% S F. A REVISIONS T�• ^1 C TITLE: GLAZED FIBERGLASS DOOR m �-�I 07.14.16 ��Q.��• O:��i�� REVISIONS NON-IMP INSWING/OUTSWING T 0 71 I # :.r'; TYPICAL ELEVATION AND 6" DWN BY:. O ;NO. DESCRIPTION BY DATE g p W N N r 7 DESIGN PRESSURE F. O LS * * PREPARED BY: W;N 0 00 CHK BY:: v . :T•T, 11 : �— � - TI ON HFN :�p d� _ ,p ;'��: L)BUILDING DROPS,INC. z • • T 'v '?•� 398 E.DANIA BEACH BLVD.#338 B �' CO SCALE: �)yP./ �°�� DANIA BEACH,FL 33004 N *co NTS reef mn qJ t 2578 PH:(954)399-8478 PX: (954)744-4738 81.63"FRAME HEIGHT(INSWING) 80.50"FRAME HEIGHT(OUTSWING) ®ee n O r O T n I O X C y c> O n 2 o • OD W D © o n 33 to / • at i 03k n c10 0m z o in enW W Z n 4 303 Po �D31 gee n I C) 0 0 z v m 81.63"FRAME HEIGHT(INSWING) p AAMI 80.50"FRAME HEIGHT(OUTSWING)A A Cl) v si � 6 0 0 0 0 Z mr- 13 r- y il Zi O e-,merm0 z_ _ •-. Vvn V mZCO O O y -•` -I co RI C < in 0 _ J o T cm \ 0 "0I' O Z 2 O + + + + y ym m ,w A X n I! . . 4. 0, 0 _ 2 =' e 0 0 0 0 c Z m �� It. N ren i 2 3 cn ti 0<0 o nZ r .cn o cn o n = m 0 0 0 o m �� it) A \ ee0 / A 10 n v, ji z` lD 4 - COO DATE: ��`,` S F. ',�,� TITLE GLAZED FIBERGLASS DOOR m .' ` REVISIONS T m 0714 16 `� ��. O"� ,: NON-IMP.INSWING/OUTSWING 4 H I DWN BY: 2g:' J 1;�0 ANO. DESCRIPTION BY DATE TYPICAL ELEVATION AND e o 7 N LS ��7 sstt`7f - DESIGN PRESSURE N T.V P r W .i • AI •X- i - / O = * . * = PREPARED BY: >v,u CHKBY:; -v T T p`F cr c � 5; � A ....;1 c I 1 BUILDING DROPS,INC. >'<<w 0 HFN , pp ��` 398 E.DANIA BEACH BLVD.#338 g§ '' Wv 'SCALE: � E•'•- DANIA BEACH,FL 33004 g N (, NTS ,,,,E Ari,f K8378 PH (954)399-8478 FX: (954)744-4738 , ■ 53.00"MAX O.A.FRAME WIDTH 68.50"MAX O.A.FRAME WIDTH - rRJN1TY CU Ass Y 37.50"MAX 15.50"MAX 37.50"MAX 15.50"MAX FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH 1190 TRINITY KA55 INTERNr1TIONAL H3(2 3)8WAY5 IV©© NW©© FEDEiIAL WAY,WA 98003 �j�r V i�•i_��tIC�N��// PH-6253)BTS-7300 c0 74 1 . 4 . o, aw 7C3.i^,§ 3 / \.__/ t / . 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DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) •" '�•' i CONFIGURATION FRAME JAMB 8 MULLION TYPE LIPL ITE FLUSHGLAZED/MAHOGANY v r`. • 7 k DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE N? , � WOOD +47.0 -47.0 +55.0 -55.0 ��y . ~• :�F a OX/XO 53.00"X 81.63" ' PVC +47.0 -47.0 +55.0 -55.0 %,6",;*" *pR `� t Ii"nr14WOOD +47.0 -47.0 +55.0 -55.0OXO 68.50"X81.63" PVC +47.0 -47.0 +55.0 -55.0 U `ri DWG#: FL-20867.3 SHEET, 4 of 32 , QDIR1\I I Y 4,1.:lS^- 105.00"MAX.O.A.FRAME WIDTH 74.00"MAX.O.A.FRAME WIDTH 15.50"FRAME WIDTH TRINITY GLASS INTERNATIONAL 33651ST WAY 5 - 74.00"FRAME WIDTH FEDERAL WAY,WA 98003 ppp PH(253)975-7300 NPNRiIi7 NIP NIP NV • M) o o m . < . <O 2 j 1-1°m vi \ / \ / \ J \ / mZ R. O=1` x �u 1 1 riU �a owe Nw W Z .. VI `°w (9 m Z�m < Z Z // li // // // // Nf QM co ZZZ O. m N c%' A `-O ` mw' �-3 Z gy: 0 1 II w X 1: 0 1 X 0 C4) X / 0 v (ik am V tr)L. to . 1 o � m " o Q ® H o `° iD / /// // // // // > I / \ \ / N • J J O ©L! ©I% ©tk 013,LLIIIA.,,'," p MAX. DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) ! --t).4-1'' Z CONFIGURATION FRAME ALUMINUM ASTRAGAL PVC ASTRAGAL - •u.: c. - - :�, •,� DIMENSION :ut •.• .•��+ �. POSITIVE NEGATIVE POSITIVE NEGATIVE •. * a` XX 74.00"X 81.63" +55.0 -55.0 +47.0 -47.0 '��'e�� •PROD• OXXO 105.00"X 81.63" +55.0 -55.0 +47.0 -47.0 .. so''i. t. ;t 63 ��``` 00 3J�I2 vZ O h DWG#: FL-20867.3 SHEET: 5 OF 32 • LVL STILE EXTERIOR Qp i„, ;r (,' \,.,., 1.58" /-FIBERGLASS SKIN WO 2.38" 1.58" PVC STILE CAP .17" 1 1.56"-1 ;: �' �:: :xfr `• ,:'=°�i RAIL TT/ �,•S !� ' A \�� •1.22„ % f ` 1.112" 1.25" PVC1.56" / A; .f .. l M J y156•i `1t" .9. .lam' ;j,k•j \.`'..- IIIIIIIIIIIIHHiIIIIIH it f• •_ O�Z++ "' sg '' ;;w-' 5 J V A 10" FOAM CORE INTERIOR LVL LOCK BLOCK .19" 1;r;';. ;", e§ _ 31" PVC STILE CAP LVL STILE " w o vie,- it mZ Qp one_ e 35.75" ''y, dF awv PANEL WIDTH O HORIZONTAL CROSS SECTION �`: �:%• w 4 o 2 i -1 6 13:7 3 O� m NFam --21.0"D.L.O. :�:'c`'ysw" e ~ Z R .50"GLASS BYTE .:'!.:,::'..!t;,;: .••,;s,. ; iu z co N o Z 4 �Z u W mmo HOT&FOAM MELT SEALANT 1"O.A.THK GLASS '}- ts.' + / ` �\. 1/8"TEMPERED GLASS ,,,,t,,-,,,,,,,-_•-•;,,, ` �I W -,:•-••:.:2: AIR SPACE ' o 1.72• , ' O ..moms co Ilk EXTERIOR r INTERIOR j 1/8"TEMPERED GLASS / \ Z + ♦ ALUMINUM/BUTYL �l0 OR STAINLESS STEEL j',,—.: H Z • + #8 X 1-1/8"SELF SPACER SYSTEM ��,�„.,,-,,,��%- H o THREADING SCREW '",';°''„ w 1 SEE DETAIL 1 ISj FOAM CORE H N = d 1.51^ .': ;::.r5:; " > �c to b I LU G1 GLAZING DETAIL / � -t'' o a + ♦ _ LIPLITE FRAME ':11 . o , 4.14"f ;� 0 of of 2.38" .� N. + ri v s„ 1" c '"CNI J_ • ••;',.. ry- / LVL LOCK BLOCK /\' ' `�,�i"""' ,,�� , • / • } BOTTOM RAIL `%. O * a.3� i f7 7.." 5.66" liii %• A6 LIPLITE FRAME 1.35" j/ p �. 6�� O NE ABS or PC/ASA /A Al _ u_ °.` . 16.75" 5.50" I " N ° - . •W LOCKSET HARDWARE 1.56"—{ `L '••.,� : �� 3.3" jai MANUFACTURER MODEL �'"ed� • OF 8.7" t- LOCK&DEADBOLT COMBO '�� *PFZ`,`��` + KWIKSET ti..��'' 2 ,�^5 I SIGNATURE SERIES 991 2 VERTICAL CROSS SECTION ° ''.3z m 6 "� ll KWIKSET LOCK&DEADBOLT COMBO 6 < Z x= v Z 11 GLAZED DOOR SIGNATURE SERIES 980 0 a fn LIP LITE SCHLAGE LOCK:F-SERIES DWG#: DEADBOLT:B60 SERIES FL-20867.3 FIBERGLASS SKIN:0.079"THICK MIN. DETAIL 1 FOAM CORE:POLYURETHANE SHEET: 6 OF 32 LVL STILE EXTERIORaD I R!\f!,Y GLASS 2 38" 1 58' PVC STILE CAP 1.72"— y 1.58" FIBERGLASS SKIN .17" 1.57" r_ ;: :;. ."\\�\ 25i �...+.:\\ VS ,: TTOP RAIL iiiiiHiIk Y t ; y ` % I PVC TAIMTYGLASS 3365 ST WAYWITIONAL 1.56" 1.22" J ` 1. 2" 1.56" 1.25" / FEDERAL WAY.WA 98003 �• 3' lik ` PH:(253)875-7300 11111111111111111,11111111. 1 FOAM CORE _ .; :i.!.::,, 2,5 n m , 10" FOAM CORE INTERIOR LVL LOCK BLOCK 19 �•.; ~ R Z# S .31" PVC STILE CAP I o die, >P• Et LVL STILE vim"' m <z O=`L FIBERGLASS SKIN '-n_ IL F) g3-o o c= 35.75" O HORIZONTAL CROSS SECTION ; ;-f ? w Z z o "H m < PANEL WIDTH 7 N�+ 0 W m Z 113 — 21.0"D.L.O. :r. "'• <.. c t- o o Z c .50"GLASS BYTE Z w <.4 •,�"�� (ii Z z ac N a m 4 HOT 8 FOAM 1"O.A.THK GLASS i z v MELT SEALANT \ r a 0 m 1 s a + } \��.• 1/8"TEMPERED GLASS �\ '�' 1 72" ;r 2 AIR SPACE o A.:: 1 / :- _7s• INTERIOR m ""�� EXTERIOR 1/8"TEMPERED GLASS 7,_— O ALUMINUM/BUTYL0 I- OR STAINLESS STEEL % p i #8 X 1-1/8"SELF SPACER SYSTEM 'Z.=, -,,,,,II LT + SEE DETAIL 1 THREADING SCREWA. �--� �l(�O' GLAZING DETAIL �"'=" LU w Q. ri ` o 4.14" FLUSHGLAZED FRAME -{ 1.24" 0 ai ii 2 r... . 4 v '38" "\I\\ FOAM CORE 86" LVL LOCK BLOCK 1IO" I t `` ,w(i.,‘,1 4 + �• : : .' BOTTOM RAIL �\‘� * ./ ii,�/ 1 2:2 5.66" ��.�..� PVC .� p0,,... �yi �i10.5" m 011 FLUSHGLAZED FRAME 1.35" ' :'^4t 4 O ABS or PC/ASA /.� I - : ':•16.75" 5.50" `IILOCKSET HARDWARE 1.56" :,ti,.• ,\ r MANUFACTURER MODEL ', '•F 6" 6 2" < KWIKSET LOCK&DEADBOLT COMBO 'i�:// %. t"t" ` 8 1" O 0 III SIGNATURE SERIES 991 O VERTICAL CROSS SECTION ° m Tm 7 �� LOCK&DEADBOLT COMBO 7 o a 3-I v 2 Z (,-,:), GLAZED DOOR KWIKSET SIGNATURE SERIES 980 0 = VI V Z FLUSHGLAZED SCHLAGE LOCK:F-SERIES DWG#: FIBERGLASS SKIN:0.079"THICK MIN. DETAIL 1 DEADBOLT:860 SERIES FL-20867.3 FOAM CORE:POLYURETHANE SHEET: 7 OF 32 LVL STILE EXTERIORLI IRINIrr<=I 1.Ss FIBERGLASS SKIN 2 38" 1 58" PVC STILE CAP 1.72" 1.58" r 17" 1 1,57" 1 I % ; •—loot�j._ :� 111 1 1 IIIIIIIIIIIHOH1IIHHILIIFF Ir I TOP RAIL TRINITY GLASS INTERNATIONAL r V . ,0 PVC 33671ST WAY 5 1.22" % .'.1'; :k'' .1..,,r- .��_ VI•1.1 " 1.56" 1.25..1'56' 1 1.': 1.. ..,.'• t,• ,•• /_.0 �\..._I., � PN:(273)R77-]300 '� ' • FOAM CORE :',"`4-- :'., o 2 y �° 7.4 10" 1 FOAM CORE / INTERIOR ` .19" 4 " LVL LOCK BLOCK ��<� 2 Lc-, Z a 5 ,31" PVC STILE CAP LVL STILE 22 z a FIBERGLASS SKIN = 3 a g e i LL 35.75" 1 HORIZONTAL CROSS SECTION .:;t:>;1'�:'.r::,. nu) z C.) m< PANEL WIDTH O :;r-.;:- n"'i" O w m Z m 23.2"D.L.O. , )::r : G y w 812'H � HOT&FOAM 50"GLASS BYTE f.::17.;, z z a H o z <— 8.2" 5" MELT SEALANT 1"O.A.THK GLASS Z v Lill m m N d F m d ' 11 T \� 1/8"TEMPERED GLASS ` 1.72" ' i AIR SPACE INTERIOR o 9.5" ,`. ;(I EXTERIOR ,• 1/8"TEMPERED GLASS Z p / 1 ALUMINUM/BUTYL `�-;;;;;� O8 OR STAINLESS STEEL �� E""I o p #8 X 1-1/8"SELF SPACER SYSTEM \. �. p i o THREADING SCREW . ;,.;.;...;._ • H 0 w SEE DETAIL 1 ''`'�4```. _ - 1.50" ''f i:'ti•:;. UJ w O GLAZING DETAIL '`'' 13J 0 a •1 4.14" MAHOGANY FRAME !\ «!:*' `" a 2.38" \.—T • 0 • `.I FOAM CORE 1" I N ,n 2.52" #.. LVL LOCK BLOCK .2:7.1:.:,..,!i.. ::. . \ 0 %�. BOTTOM RAIL ‘‘% .q- 0 * Zh1.1'ii 1 5.66" II PVC ` �Q .•••• ti� MAHOGANY FRAME 1.35" j/� _ p A8 /� _ o g O ABS or PC/ASA �� I = u: .' 114 cn cn 16.75" 5.50" - . t . III LOCKSET HARDWARE 1.56" ;`Ld' r MANUFACTURER MODEL ' "�• •F + ''' KWIKSET li LOCK&DEADBOLT COMBO 'i��y S*1%. t' ` 2 III SIGNATURE SERIES 991 2 VERTICAL CROSS SECTION tii^ m m 8 �� LOCK&DEADBOLT COMBO ~-. Z - Yu- <Cli H 8 1-,iGLAZED DOOR KWIKSET SIGNATURE SERIES 980 p 0 o C=.1 n Z MAHOGANY SCHLAGE LOCK:F-SERIES DWG#: FIBERGLASS SKIN:0.079"THICK MIN. DETAIL 1 DEADBOLT:B60 SERIES FL-20867.3 FOAM CORE:POLYURETHANE SHEET: 8 OF 32 • FIBERGLASS SKIN a LVL STILE EXTERIOR ,,, f 1.72"—..- f LVL STILE II \!\\\ I, ` f 1.57" ...• .•,e;.•.�•; ,'; ` _. 1.56"1.72" TRINITY GLASS INTERNATIONAL SII •:S:y:2..:';�,.` %,.5 ��I';1'', ` 3365WHY WA 9800 .?,e,•,,_; •% ` r I LVL TOP RAIL FEDERALPH:(253)875-7300 3 s. a�j \\ r• ) 1.25" - o .3 m INTERIOR o w m FOAM CORE .78" • :..:„ N " J Z FIBERGLASS SKIN <a' <o w w ' > A O HORIZONTAL CROSS SECTION " 13.88"MAX. 9 '' .) w g n c ki PANEL WIDTH FOAM CORE w F m 2 5: o m w 4 6.92"MAX D.L.O. \I. 'ni i; % th.H y 1- W <Z .50• NT13Z P E.` CLI' gl "GLASS BYTE OHOT&FOAM MELT SEALANT 1"O.A.THK GLASS < V-7 . 1/8"TEMPERED GLASS03 PI >, • t:,.: `.,\Tr&. EXTERIOR INTERIOR AIR SPACE ♦ ♦ 1.72" Yi,,:',/\ r Z ^ 5, O _ %j"j 1/8"TEMPERED GLASS w ALUMINUM/BUTYL 1"1 Z OR STAINLESS STEEL �' , Q iNA #8 X 1-1/8"SELF X11'.. ..,i SII , W , Q_ SPACER SYSTEM //..� ,.,4 �, N THREADING SCREW `:'::;•': ct a G1 GLAZING DETAIL �Sn.4.y.'.1t.F // LIPLITE FRAME . o ``` ,uiu..2,, to °°I 1.51" •'`,t.;. .`` Ei .. 'vi '\I�� 1.25" = N `�ti��' y ' a i - - 6.00" ?„ LVL BOTTOM RAIL : - a L •i�',ti pRO`` �, r .o m m Z SIDELITE PANEL 2 <•i z., Y 1- <ii 2 Z ®LIPLITE FRAME A9 LIPLITE FRAME O VERTICAL CROSS SECTION o 0 3 _ Z 9 ABS or PC/ASA DWG#: FIBERGLASS SKIN:0.079"THICK MIN. FL-20867.3 FOAM CORE:POLYURETHANE SHEET: 9 OF 32 • FIBERGLASS SKIN LVL STILE f 1.72"— EXTERIOR LVL STILE I i ,/ I \\ r 1 ,^% :' 1.56 1.72 1.57" I I LVL TOP RAIL TRINITY INTERNATIONAL NAL 3365 15T WAY 5 FEDERAL WAY.WA 980031.. ...4i . -_ 1.25" M1(253)875-7300 INTERIOR 'I't:',. ;:''.!: 21 n 'p m FOAM CORE .78" FIBERGLASS SKIN ^s;� y'. N a z p 1 HORIZONTAL CROSS SECTION '''``'i` •i'!: 1 z 9 vim m 13.88"MAX. ) °.D w g a<1 PANEL WIDTH FOAM CORE o tii z =v a kb m 1 p2 7.00"MAX D.L.O. I Q� oce m HHm am. lz F N f/) LL <N a • ''S Z aC N Z .50"GLASS BYTE• i F z 0 w m m ' ` HOT&FOAM1"O.A.THK GLASS MELT SEALANT ` W 1•Tr�\ 1/8"TEMPERED GLASS a 1 72" 'r...'• t=: , AIR SPACE '- m i5 INTERIOR j "` , ' EXTERIOR = p 1/8"TEMPERED GLASS O p J F--1 z _ ALUMINUM/BUTYL OR STAINLESS STEEL I--4 LU z z #8 X 1-1/8"SELF SPACER SYSTEM d "oo THREADING SCREW % LL/ w o ,,.,...:::,II. 0 } G1 GLAZING DETAIL ,,, ' FLUSHGLAZED FRAME aril 9.40"111I • // .. T ,),;y•. , LA II,.•,, TI .''y •!•, 0` , ,, 8.71" ," `��O ..Ll.��/' a c + —{ 1.24" �;.,>.`.. O IIMMMMEI .a..11 �j\\\ 1.25" r� —r LVL BOTTOM RAIL I. ?v tt 8.41" 1.70" ' —1 L� 2 ��' '''�i'�•y -P90, ,, 1 2 VERTICAL CROSS SECTION T ,,, •, 1 m m z �,'n ®2 SIDELITE PANEL 10 FLUSH GLAZED FRAME o 0 E J 6 i u z FLUSHGLAZED FRAME ABS or PC/ASA DWG#: FIBERGLASS SKIN:0.079"THICK MIN. FL-20867.3 FOAM CORE:POLYURETHANE SHEET:10 OF 32 FIBERGLASS SKIN LVL STILE 'TRINITY GLASS EXTERIOR 1.72"— \\� 1 1.57" LVL STILE I tr; q�i' 11!%Sbt°1111 ` —11 � I TRINITY6LAS15TWAY INTERNATIONAL 3365 1ST WAY 5 {. -•'� LVL TOP RAIL FEDERAL WAY,WA 98003 I C .4v /�,1 1.56" 1.72" I 1.25" _ PH:(253)B]S]300 III tia:'; �. �/ .k%M o z INTERIOR .78" FIBERGLASS SKIN : :;s :; . 'n'S -J 2 0 FOAM CORE 5 o w_w '�>m c, OHORIZONTAL CROSS SECTION '''='''�?" w z Z �]'_ 1 a� Oce BJ FOAM CORE w z t' °m< 8.00"MAX.D.L.O. -,F c� o co "z �nH V)I— %MNa .0 & �� 2 OC H�� 4 tY 7// < 1 HOT&FOAM 50"GLASS BYTE �� II r z a 0 a .- o O o m MELT SEALANT 1"O.A.THK GLASS m ` \� 1!8"TEMPERED GLASS � o 1.72" '' I w AIR SPACE m .1. INTERIOR (!) EXTERIOR 111 Z =O \ci ,,, 1/8"TEMPERED GLASS 0 c7 _iH o _ ALUMINUM/BUTYL U) r1 I j #8 X 1-1/8"SELF OR STAINLESS STEEL ``-_ I—I a, SPACER SYSTEM ..\.::::•-:.•.-7::11 a c THREADING SCREW 1`` L>L a °3 OG1 GLAZING DETAIL "::` ".,.•` .� MAHOGANY FRAME `T-'"if'S'f' o • , • / .N 1.50" %09. a9�ti,° $ ,. r\. f 1.25" N "; z e 2.52" 1 LVL BOTTOM RAIL ' 9.41" I. %,�j�'••. ' •' F �� O VERTICAL CROSS SECTION ,o '•• " SIDELITE PANEL 1 < • Z i z v z 2 l MAHOGANY FRAME o 0 • 0 m ®MAHOGANY FRAME ABS or PC/ASA DWG#: FIBERGLASS SKIN:0.079"THICK MIN. FL-20867.3 FOAM CORE:POLYURETHANE SHEET: 11 OF 32 1-1/4"MIN 1-1/4"MIN EMB.(TYP) EMB.(TYP) '.'d. 0 000 000 0 • ' O .d - a i _ © © — 3D O TRINITY GLASS INTERNATIONAL • r 3365 IST WAY 5 FEDERAL WAY,WA 98003 wINTERIOR PH.(253)8157300 !_ .' 0 .ti. o`� .o o ••.nnnnmm�iim' ,.. INTERIOR zee: '�AMIllit viii.•• N y v tt : ` O 2 F � 0 • / w z U m J x T :: 1i D 0Z a m W- w \ (SEE NOTE 1)0 • • r Li O © O O EXTERIOR EXTERIOR O W 0 1VHORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 2 SHOWN W/2X WOOD BUCK SHOWN W/2X WOOD BUCK C° Outswing shown-Inswing also approved Outswing shown-Inswing also approved t ) 1-1/4"MIN 1-1/4"MIN z EMB.(TYP) EMB.(TYP) 0 . • Z O 000 000 0 0 az ::: ; _ 0 w w 4,r • n INTERIOR r""~ i'.-1-'2:'-'l I tri=.i T,u,ut•uuuu►. ;d• .,.?�., INTERIOR ve'�• . D: CD ci A fffijtrisof 1, `� • 0 \ (SEE NOTE 1)O '.,d,••' . .••`F t' 0 © 0 O EXTERIOR EXTERIOR 0 i�i�iy y„PRO`��`A3 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION e^ z _,/5„. Y i v zSHOWN W/1X WOOD BUCKSHOWN W/1X WOOD BUCK o n ta `n Outswing shown-Inswing also approved Outswing shown-Inswing also approved DWG#: NOTE: FL-20867.3 1.SIDELITE SCREWS LOCATED 6"FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET:12 OF 32 • • e4r6) s,... . TRINITY GLASS %•>•"i'r:`? INTERIOR CDC) p n L ..'t^e ':?:I'"2; INTERIOR '!'i.'..;.. '' .:"r::. rr( `f O .6 '1.{,..,,• j © :a: ��,t:+ ezo TRIM OVAL TY 6LA55INTERNATS "�.-4.../.4,..N.4•,,;',:`,. i' 3365 157 WAY 5 (SEE NOTE 1) ;•}Ii "' v`s`: t?*:' %, Qi FEDERAL WAY.WA 98003 I !y S L 1 11 4 i PH:(253)875 7303 �\\\lam i:` ,, ,' (SEE NOTE 1) S',+ Oi. ` • Mir No HI ! © OOaZ �N N~ O Q Z N m O EXTERIOR 00 !6 v LC; �<Z EXTERIOR EXTERIOR 0 a m w a ® HORIZONTAL CROSS SECTION " HORIZONTAL CROSS SECTION w 1 Outswing shown-Inswing also approved Outswing shown-Inswing also approved c a >, m GO INTERIOR V) ;.'+'r : 0 ;r:.'.. , ,i INTERIOR <I;i;t•.• .-1•; z 0(SEE NOTE 1) -!%'43•.;+.•.,,?-,..:4./i.,,,-f.!:,: ; ;: •?:N:X .5..:, 43) ,'L..1't�,1.'p:4. V <. :x•.�• � � ;,,,,.,,..:,„.,4:i.,4, ' (SEE NOTE 1) LL o .',,, `` ��L 1113. // ID 00 . O / Q 0 EXTERIOR • •Iga, EXTERIOR r- OHORIZONTAL CROSS SECTION q�HORIZONTAL CROSS SECTION % �y• 0 1.11F Outswing shown-Inswing also approved Outswing shown-Inswing also approved ////, 7 4(PR�No• .O T IL'-' c11 m Z p o� 3 ' 22 on V DWG#: NOTE: FL-20867.3 1.SIDELITE SCREWS LOCATED 6"FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET:13 OF 32 a iligli INTERIOR ©© INTERIOR 000 000 .............. 000 FEDERAL WAY.WA 98003 PH:(253)875-7300„ ".. :: 0 sZ 0 • , ” y Its�_ m x r`I (SEE NOTE 1) Y1 Nw ..\`\\i\\ : r. \ .r..'k \w`\ N Z ES O w ,$)<Z ,. `� Ni 'it ,. Y,;%` ,,,, \\ z w m o o • 00 n (SEE NOTE 1) © O m EXTERIOR p EXTERIOR (I) • HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 0 Outswing shown-Inswing also approved Outswing shown-Inswing also approved � Z 0 N > U LLI LT, C® 0 0 m .)� m O . /■I I%% LL •., ' hp, 00 0 -��y••• • •ROF -§ 3 HORIZONTAL CROSS SECTION 4D >, *T 1```\w w Outswingshown-Inswingalso approvedk' z 4 ca_i Y w <~ o 3 = x u Z o o v w NOTE: DWG#: 1.SIDELITE SCREWS LOCATED 6"FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. FL-20867.3 SHEET:14 of 32 0 0 o • D • _ ,.. ••' • ° •d 1-1/4"MIN TRINITY 3i 555TINTER WAYINTERNATIONAL • v : •• ° - 1-1/4"MIN. '• �. v ;• v' ,� • ° • 1 EMB(TYP.) FEDERAL WAY,WA 98003 • . • EMB(TYP.) 1 v° : • PH:(253)B75-7300 O .� oZ m m 0 _ m �11111 II- 1 ' to Ci# $ �- a D Z H r7 '''''''77 :::.!1,:=:.-71. J U J Cm S� -moi s.:... ' _:'.!,,^,'.f.' , .,- w co H U U 0=t- 'xL' / Y oN w� m< jCD ©© EXTERIOR O o UwZica g EXTERIOR % © .� m © INTERIOR < % © p INTERIOR GDVERTICAL CROSS SECTION `° VERTICAL CROSS SECTION SHOWN W/1X WOOD BUCK z SHOWN W/2X WOOD BUCK Outswing shown-Inswing also approved 0 Outswing shown-Inswing also approved H Z r >H 1L H EXTERIOR % -orINTERIOR LU a INTERIOR EXTERIOR %• © O a IlL. fla°,...t sr‘ 11 0 ° . ' .40. .. „� 'l�l� _IIIIIIrte.-� °'� `N H • n . . e 1 .r N4 a 1-1/4•MIN. © . [ •• a _3. .e •.a EMB(TYP.) r ..a •a, 1-1/4"MIN. CS'` •'•. ••••(� e ° .e -: ,e' n '� •a EMB(TYP.) �,,,, 1 -I(QRO\\\ 1 I '� '•l.r 11..1\ 1 • It ,D j- i om m Z J V) a 3J ii vz VERTICAL CROSS SECTION e VERTICAL CROSS SECTION DWG#: OUTSWING SILL INSWING SILL FL-20867.3 SHEET 15 OF 32 • • a. 0T :AI1• GI 1V., 0 © � RI • �' •• a A • •• • w • • •0 1-1/4'MIN. V . . . 1-1/4"MIN. .. ••°. EMB(TYP.) TRINITY GLASS INTERNATIONAL • . - .• • EMB(TYP.) , .° . c�• -= :• • .. 3365 15T WAYS •. • : • s FEDERAL WAY,WA 98003 0 =_ PH.(253)875-]300 0 Millillilliill ___F p 00 (SEE NOTE 1) '! 0 Mar �' =;': ' 0 <o g m _�` (SEE NOTE 1) 1`'alls. ' E u :"u4_ ii vl �'N pw -,� .., :,.--::-:-.."."1- 4 - <`.; a�� 044 W., >y >. a �� _�.r<� EXTERIOR w z c5i w a< 7. I.04© �/ p o z (SEE NOTE 1) ra a M EXTERIOR © INTERIOR INTERIOR o 2 VERTICAL CROSS SECTION VERTICAL CROSS SECTION SHOWN W/1X WOOD BUCK m SHOWN W/1X WOOD BUCK Outswing shown-Inswing also approved V) Outswing shown-Inswing also approved Z 0 EXTERIOR H z EXTERIOR INTERIOR IlL • HLU CS !jO (SEENOTE1)(SEE NOTE 1)) � 4 m AI All 0 Fl. . 0 • ° 1-1/4''MI0N 4 e� e. 4I _ • Ldp •< • .• EMB(TYP.) Z. U- "`! a 1-1/4"MIN. �N� , -` ..A.. a. .. •e EMB(TYP.) �.. `. dam, Q ,../„ 1 . VERTICAL CROSS SECTION IQ VERTICAL CROSS SECTION .o m m Z L-1(1 r2 INSWING SILL < Z i i u z OUTSWING SILL p o o 1) kn DWG#: NOTE: FL-20867.3 1. SIDELITE SCREWS THRU HEADER AND SILL LOCATED AT CENTER OF EACH SIDELITE TOP AND BOTTOM RAILS. SHEET:1 6 OF 32 1-1/4"MIN O 1-1/4"MIN EMB(TYP) eel EMB(TYP) i ,I i v ,,),a s SHEET ROCK (ZIT 410 -;,, SHEET ROCK FURRING N_ -% ' ..`^. ✓.A I :!yet„�`v. FURRING TRINITY GLASS INTERNATIONAL •I 1 ..,,,: 33651ST WAY 5 m r” -}:i A'..1..:::(1 iiiiii% FEDERAL WAY,WA 98003 .. . 't'i^y' O �• T PH.(253)875-7300 .udumuuI +i 0 INTERIOR (SEE NOTE 1)O "x`' °o a gl tim CW7 w ~ , • INTERIORhkT9l�elweueiue. ' is F�, `2'# x OU 4 - /Lu Z .• .r� • 0W O WO n a rt�,, // t .. w Z U w IIIS4�� / f a fn a Z 'i N 2m< .`a g�yjry�y 1 h. .t..��:'. — irf N W 2 4 R •.,1. •<• ••.A Z 2 d '5' ..c • 11 , w O < Q • 1-1/4"MIN LI i RINDD r (t{.As EMB.(TYP) 000 0 • TRINITY GLASS INTERNATIONAL 0 .'-r+�,^� • 33651ST WAYS C FEDERAL WAY,WA 98003 O/ FH.(253)875-7300 1-1/4"MIN © • � . v3 ,ttg. x 0 INTERIOR '=iimuu n11 a --%,...• ` z H o EMB(TYP) o O » . 2- aP vim :::::0cI uL.::. . .. ix w a z .a,i:. z / r�� U gg W9 d ,mlL� 0 ^ y LU �-T IZ INTERIOR '° ,�. w W EXTERIOR 00 0 Vo i.: • OZ O T 1 :1 Z HORIZONTAL CROSS SECTION m 0 1 SHOWN W/2X WOOD BUCK In te1PAM it. �•11• • Outswing shown-Inswing also approved Z " 1-1/4"MIN H o U) r EXTERIOR ;, O EMB.(TYP) > H 00 • 044 4 � v 4 HORIZONTAL CROSS SECTION "`-I a• 4W•-' Direct to masonry(5-1/4"min jamb) ��)��le,um�e��u. .: o Outswing shown-Inswing also approved 0 � � , �.�II3■• INTERIOR &• ��.N`� * �'f�., Y/94j!,.. ...,... rte-�J��j9� T EXTERIOR 00 0 Q� z -) 51� Q1- ,3^ 3 =i u o a u 3 HORIZONTAL CROSS SECTION DWG/4- SHOWN SHOWN W/1X WOOD BUCK FL-20867.3 Outswing shown-Inswing also approved SHEET:1 8 OF 32 A 4" SEE HINGE . . 4 s•(TYP.) ru,r , / —{ P • J I + DETAIL 1 4 �_ _ /// I I 4• 0 -L 1 0 I 6.. TRINITY 6LA55 INTERNATIONAL . 336515T WAY 5 ./____•__,. O ~_•� Alp _ •_ —• • FEDERAL WAY,WA 98003 TYP.HEAD•4. AND JAMBS liR ��/' © 1X BUCK 2X BUCK a ©2X BUCK o AH(253)875-7303 �� O 1X BUCKo m "^ tiper 0 DIRECT TO • 0 J# 7 \ MASONRY DIRECT TO N Z o • MASONRY — • 5 0 1L, "» 31.00•MAX. �IM 0 TYP.HEAD w z g cl o=u O.C.(TYP.) 1X/2X BUCK &JAMBS 14"MAX. li 1L o oe<i 0.C.(TYP.) o x o W HINGE DETAIL 1 ( ) a Z r m< 1X/2X BUCK DOOR FRAME Ns. — — • H m a w o< 15.13•MAX. + 0Z i mwo O.C.(TYP.) �� O oWc C�a �.. _ — — 5.50. �1.J�n 0 MASONRY ®� < MASONRY OPENING OPENING— ..r SEE HINGE — —iII fA •HI � O MASONRY DIRECT e♦ 0 TYP.SILL OtR H z • i.: � • n ._ I i.: . a 6" > H _ HINGE DETAIL 2 - •-+---- +4 • - • -\ CZ w JQ., •.. • \ •G:• '. • _ BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry construction o • .uu uj,• CONCRETE ANCHOR NOTES: ``��N.,0 * 8. ''ss. a 1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be <o'-•.......•••...ti��,g� adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors p;'' � �:4� may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. SIA 0 _ , . .k,,,, 2.Concrete anchor table: SII! E �, ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO 2X BUCK ©`,I -;��.•. , a TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR 1X BUCK IT APcoN. 1/4" 1-1/4" 2" 4" DIRECT TO 0 \Ii!' 0 '�:,",i,;'' 4,PR,0\`7 ELCO _ tr '�• ULrRACON• 1/4" 1-1/4" 1" 4" MASONRY Il (u °f;.!S wITW BUILDEX luZ _1 Y LL. <~TAPCONs 3/16" 1-1/4" 3" 1-1/2" o 0 U I qo z WOOD SCREW INSTALLATION NOTES: STRIKE PLATE DETAIL DWG#: 1. Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws to prevent FL-20867.3 splitting of wood. SHEET:19 OF 32 ral ); , ' d 7" 4" •. • d 7" 4"H �p IL 1h1 I 4" II I I I I I I I 4" TRINITY GLASS INTERNATIONAL "� • ..43365 IST WAY 5 FEDERAL WAY,WA 98003 0 TYP.HEAD f.K(253)875-7300 .d. &JAMBS •a O TYP.HEAD oo z co m • m &JAMBS a 3 Lt z o 4 l --- .— — .— J J _ „, ,,--,-c,' GC m 0 mH i O="" LL U a13 aZ Z i; 2m< 1X/2X BUCK 1X/2X BUCK <a U m H 05 a W m d m <; 15.13( 15.13"MAX. F o w m b O.13"MAX.MA.) O.C.(TYP.) a FOR REF.ONLY— .r FOR REF.ONLY `___I < a MASONRY MASONRY m OPENING — ..� OPENING - ..r Z Z H z i : • .• d i. : ' •a > ES ,.... 1..., r* V BUCK ANCHORING \\ BUCK ANCHORING o -, ```` 3L 111•. )/, o CONCRETE ANCHOR NOTES: ,,`eic a3�,��i�n ,<„,-•::••.....•• 1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be • 0 , L adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be _ ; 1, • required to ensure the"MAX ON CENTER"dimensions are not exceeded. = L` • . 2.Concrete anchor table: %A...'•)\ ...'• `` ._ a ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO �i d' • TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ',i�y ••OF J R ITWBUILDEX 114" 1-1/4" 2" 4" �� '.2*P"" TAPCONs ,p j: ULTRACON° 1/4" 1-1/4" 1" 4" <^ z', Y= v z ITW BUILDEX o p U TAPCON° 3/16" 1-1/4" 3" 1-1/2" DWG#: WOOD SCREW INSTALLATION NOTES: FL-20867.3 1.Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws to prevent splitting of wood. SHEET:20 0F 32 -----6" CL 7" 0 JFRiNiiW :\S ', SEE HINGE • . / 3" 3 Q DETAIL 1 • Li \�I� I I I I I 6. ' \�� TRINITY 6LA55 T AYNATIONAL 33651ST WAY 5 /_,.,!, • • O FEDERAL WAY.WA 98003 ©2X BUCK f It�.� g RN:(25318]5-7300 O 1X BUCK h °o m v 7 ØDIRECTTO o3 i• Z#x S MASONRY — 5 0 2 H>mIf O a m J 31.00"MAX. O.C.(TYP.) 1X/2X BUCK TYP.HEAD 14"MAX. STRIKE PLATE DETAIL m 3 z a Q &JAMBS o.c.(TYP.) o N Q p w u DOOR FRAME- — _ I 0 w., W `DP.:'4 m W N 2 m Z Hco H � LL W J(Z O2XBUCK L''' °- m1"n a w �m • 5.507414II ©1X BUCK a _ !1 } i�1iO DIRECT TO ' w MASONRY ■ © MASONRY . I— ..... OPENING SEE HINGECO DETAIL 2 , —. _ HINGE DETAIL 1 ! a4 z 0 Z -•� - 0 TYP.SILL 0 0 _ _ I I� 1-4 p..- • A I I I I I /',i� ©1x BucK eiw _ B�B } VAIN MA ICC a HINGE JAMB "' a. I\ Q MASONRY STRIKE MULLION OM FRAME ANCHORING !! 43 CONCRETE ANCHOR NOTES: Masonry construction HINGE DETAIL 2 `3 LL111..,) 1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be �.•`��O * ei.3 i'�E adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors e�� - . . may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. Q . O T� Qd ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO � D� O2x 114x ,I O2XTYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHORTT PCONOX 1/4" 1-1/4" 2" 4" ULTRAELCOON■ 1/4" 1-1/4" 1" 4" NITwaco x 3/16" 1-1/4" 3" 1-1/2" w a z , Y Z 'Li r2 Z i WOOD SCREW INSTALLATION NOTES: VIEW A-A VIEW A-A VIEW B-B VIEW B-B O4X D a U N Z DWG#: 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 Sill to mullion attachment FL-20867.3 to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion) SHEET:21 of 32 • 6" c. SEE HINGE a 3" 3" °141 IjD �/ DETAIL 1 + • a. I I ii I 6" " TRINITY GLASS INTERNATIONAL -. 73651ST WAY S 1.�•., , `I Q FEDERAL WAY,WA 98003 PH'.(253)8/5,7300 0 2X BUCK flli ' 01X BUCK °o m 0 DIRECT TO F ki I . ----.7_ MASONRY — — • j o z H st.00•MAX. TYP.HEADI STRIKE PLATE DETAIL m o o?a U O.C.(TYP.) 1X/2X BUCK &JAMBS 14" <_ U OL O.C.(TYP.) o Z Z o m • DOOR FRAME _� , 0 O N Ill co o Z J G Z LidZ Of H n- yy Q ® /0!0. 0 2X BUCK °z u` d m o x 9i� • 5.50" old ©1X BUCK �� } '��'' Q DIRECT TO w 1 (\ MASONRY Q 41•• MASONRY © o OPENING SEE HINGE 11101' � m DETAIL 2 _ _ HINGE DETAIL 1 a♦ Z y 0 9i - • _ 0 TYP.SILL _ _ j I, O 0 a i i i a ( 6,. / I0 0 2X BUCK j 7.:- , . . \ ' iI ©1X BUCK LU w \ 1.0 Q DIRECT TOHINGE JAMB °.• ' • . - • \ Il� © MASONRY STRIKE JAMB FRAME ANCHORING Masonry constructionO CONCRETE ANCHOR NOTES: HINGE DETAIL 2 ````4 uiu ''' 1. Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be �\NN O ir a�� '4�13 adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors .�e.--'"i • ''•� may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. _ O N 1‘4 • 4.i .. - � ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO � TI.:-.. :��„ � TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ~ -,... ITW BUILDEX " �' ''•.• TAPCONe 1/4" 1-1/4" 2" 4" . . •' ULERACONe 1/4" 1-1/4" 1" L" ''�.e,,,A/ ir 0:0,o,„) .'l.. 17 so TAPCONeITW X 3/16" 1-1/4" 3" 1-1/2" . v T ,, m z w LI' m Z _1 xw < I- WOOD SCREW INSTALLATION NOTES: o° 3 u z a DWG#: 1. Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws FL-20867.3 to prevent splitting of wood. SHEET:22oF 32 • q. •- _ e 7" "1'RI'',i f4 (41.45:. SEE HINGE • . 3" 3" 0 ��I � DETAIL 1 A-4 - . r 41iii I --- III I I I III 6" , TRINITY GLASS INTERNATIONAL 33651ST WAY 5 -I-�- • .— i` O FEDERAL WAY,WA 96003 l�I Q. YH(253)675-7300 '" ©2X BUCK (iEP' o z m O 1X BUCK I� 3 0 li# 7 ."---7....... Q DIRECT TO — z Z d MASONRY I ° o m 31.00"MAX. STRIKE PLATE DETAIL w z o=u_ x o.C.(TYP.) 1X/2X BUCK TYP.HEAD 14"MAX. Z u 8 JAMBS o.C.(ITYP.) m ¢ o w v DOOR FRAME — _ J © F o H z m LU <8.51 Z ;��I o a m w a x • 5.50" i a �° 11 0 ■ II' MASONRY ® } •- © OPENING ION SEE HINGE . '' DETAIL 2 — — HINGE DETAIL 1 � '. •'n4 Z yy 9:� - 0 TYP.SILL ` / O r 1 ,1 1 1 i 1 i i i 6,. • /�li� O > \ B�B �``/'JJ; ig CZ a HINGE MULLION STRIKE MULLION �I� FRAME ANCHORING !! Masonry construction o CONCRETE ANCHOR NOTES: HINGE DETAIL 2 I„• 1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be .��ONs .. a �'+� adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors 00� < ;:"� .. ''• may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. 02X O t..., ii_*.. �'• ad ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO ��e 02X 7 04X fit '•'. ~ J£� tt. TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHORa) Iii — V1 • • ' ITw aco 1/4" 1 1/4.. 2., 4,. 1 4,1 . gig '.dp•.\ FIT ., y OULTRACONs ELCO 1/4" 1-1/4" 1" 4" o,�� *PR,``�,t.. 1�ITw BUILDER O . TwTAPCON■ 3/16" 1-1/4" 3" 1-1/2" )L'c Z J Y z <F °4X b 0 v = Z WOOD SCREW INSTALLATION NOTES: VIEW A-A VIEW A-A VIEW B-B VIEW B-B DWG#: 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 Sill to mullion attachment FL-20867.3 to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion) SHEET.230F 32 • q_ d 7" l7l3 + y OIO\SEEHINGE ETAIL 1 ow r _ AI I I/ I IA I I II • 6" TRINITY GLASS 61 WAY • 3365 t5T WA 5 -O- - --, -. �(' • • I` O FEDERAL WAY.WA 98033 Q'. r PH.(253)575-7300 Q2XBUCK riii oz - m Q IX BUCKIll �N 0v#3. a ----7 _ CO DIRECT TO — _ • `8 •'-'ate 3i.00•MAX. MASONRY • w z = Lf)a x- LL o.C.(TYP.) 1X/2X BUCK 14"MAX. STRIKE PLATE DETAIL m 3 z °u_• TYP.HEAD O.C.(IYP.) ¢ o w v &JAMBS I NF. w , 4<m ^. DOOR FRAME — — 0 �A g o oz< / O � � w �<Z a Z © o I• /41111 Z w m• 5.50" a m ■ MASONRY t -IPII OPENING SEE HINGE • m DETAIL 2 _ _ _ _ • HINGE DETAIL 1 Z OTYP.SILL j 00 O z - / Afini B B LU w NielligL D_HINGE JAMB 'a u STRIKE JAMBi FRAME ANCHORING IIIM el Masonry construction o - CONCRETE ANCHOR NOTES: HINGE DETAIL 2 ,` •uttt11,� 1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be .•`\�O * a��y'tE 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. ' `O..),, r--, . o'0 ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO If ~ , ' ~ J �� N TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR • ITwAaco� 1/4" 1-1/4" 2" 4" '•,• acs%'••. . N 1 ULTRACON° 1/4" 1-1/4" 1" 4" �',�i .. PRO`` ITW BUILDER 'O ,.' T (L TAPCONs 3/16" 1-1/4" 3" 1-1/2" w"1 m �, m z N o: 3J =_ kJz 0 o v vi WOOD SCREW INSTALLATION NOTES: DWG#: 1. Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws FL-20867.3 to prevent splitting of wood. SHEET:24OF 32 • f. J 1TRINITY GLASS NTr . '.I 3"~ �11 I —14"r_ 1 0 ` I I I 1 1 4" TRINITY GLASS INTERNATIONAL "� 3365 1 STTWAY 5 AA 5 FEDERAL WAY,WA 98003 O TYP.HEAD PH.(253)8757300 •� &JAMBS o m m aSF, '" 1 N Ci#y 3 ..- ' m j (-1 Z g _ ��p Ujmm mN = 0 1` LL U) z £w0 aZ < m< 1X/2X BUCK —' — 1 o Z< �O t. d m LU•Q a 15.13"MAX. { Z w cD O.C.(ITYP.) F a �m d _., - Q 0 MASONRY m OPENING — 4-. Z a4 0 I-1 Z - H r H Q4.•-• — w CY w BUCK ANCHORING o i.L.I ., CONCRETE ANCHOR NOTES: `,.% -0 a.)'A/' " 1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be - 0: ;, ; • =- 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. N ~ �`.�� E 2.Concrete anchor table: , �b� I ; ANCHOR ANCHOR MIN. MIN.CLEARANCE T MIN CLEARANCE TO ''i ',d TYPE _ SIZE EMBEDMENT_TO MASONRY EDGE ADJUSTMENT ANCHOR ��iA y �c PRO`` ITW BUILDER TAPCON� 1/4" 1-1/4" 2" 4" .� ',. u.,+� ULTRA ONS 1/4" 1-1/4" 1" 4" o^ 3 _CI'=Z v,iI Z 0to v ITW TAPCONex 3/ 16" 1-1/4" 3" 1-1/2" DWG#i WOOD SCREW INSTALLATION NOTES: FL-20867.3 1.Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws to prevent splitting of wood. SHEET.25 OF 32 • SEE H\ LNiGE • 7" s•(1YP.) \I'I I [ID DETAIA.. _ • �3" r--1 r - 1 1 1 1 ti ♦ 1 ' 6. TRINITY GLASS INTERN61IONAL /� /� 3365 15T WAY 5 /-_' • A I �A � 0 FEDERAL WAY.WA 98003 c ©2X BUCK 1 , PH.(253)815-7300 O 1X BUCK IN c, . 4 •• Q DIRECT TO o 3 - Z# ? MASONRY — a o I H>,Om i I STRIKE DETAIL 1 O C. MAX. TYP.HEAD 14"MAX. m O=" e o.C.(TYP.) 1X/2X BUCK ASTRAGAL SHOWN ac u_ &JAMBS O.C.(TYP.) L' a a w,u FOR REF ONLY wH W c)m< DOOR FRAME _ _ ! O N W m z H m C / O l0 3-4i g W .(4 LL a H a Z O 2X BUCK Z° a m"'a 5 50 100, li 01X BUCK ii m — N!t ' Q DIRECT TO MASONRY I ■ II\ MASONRY OPENING OW © a - SEE HINGE m DETAIL 2 _ _ HINGE DETAIL 1 � " o • — O.SILLBi 1B ! % rH 1 I 11 I I O 2X BUCK t . a ' l I© 1X BUCK L w I, Q DIRECT TO oc a HINGE JAMB a - ASTRAGAL II iMASONRY FRAME ANCHORING k Masonry construction CONCRETE ANCHOR NOTES: HINGE DETAIL 2 ° 1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be . "o * b��"liE adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors : (. ssSS�� . may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. • O., 4- ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO O 0 Q ® - LL . \0 Of • TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR -I, ITWBUILDEX 1/4" 1-1/4" 2" 4" a TAPCON• ..• ULTRACON° 1/4" 1-1/4" - 1" 4" ��.T i.�. ��'.,,, *PRO`,.`DI ITW BUILDER ,o j, TAPCON• 3/16" 1-1/4" 3" 1-1/2" m T w Z _, 1 S . Z WOOD SCREW INSTALLATION NOTES: a o o v w 1. Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws VIEW A-A VIEW B-B DWG#: to prevent splitting of wood. Astragal Strike @ Head Astragal Strike @ Sill FL-20867.3 SHEET 26 OF 32 ` LI1-RINK Y (:LAS`, r • / . �, A / 7"7 " 4" [!-- i! • 4-. I I I I I I I I I I I I I 4" TRINITY 61.A GLASS NOTSONAL 33657 4. �� FEDERAL WAY.WA 98003 �8 PH:(253)875-7300 4.. Z O a0 n ° m T OTYP.HEAD < i N ..----._±,/---- _ &JAMBS .,. ° E K 2 O O I yU a , z t j'J oZ 4 V, m< 1X/2X BUCK ..� s o o z< m OC N,Z ° d [L LLI� 15.13"MAX. FZ �o O.C.(TYP.) • I FOR REF.ONLY MASONRY m OPENING — (J) Z e1 O 1_4 z o � : • •a , > U ,_ ~ W 3 et n Ad,� BUCK ANCHORING 0 \3_1111. CONCRETE ANCHOR NOTES: ..``' �'�� R 1. Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be II •. adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors may be O . 06 z, required to ensure the"MAX ON CENTER"dimensions are not exceeded. = LL • � .. 2. Concrete anchor table: `�'; 3��a ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO i & • FIM TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR pieott. V"1 mil/BUILDEX 'icy * P.- .•� le TAPCONe 1/4" 1-1/4" 2" 4" ��_-ti„_,3•`.- ULTRACONELCO ® 1/4” 1-1/4" 1" 4" v ° �, T -J m Z n ITW BUILDEX p 1...: 3 J 2= U Z TAPCONe 3/16" 1-1/4" 3" 1-1/2" o o v N DWG#: WOOD SCREW INSTALLATION NOTES: FL-20867.3 1. Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws to prevent splitting of wood. SHEET 27 OF 32 • • a 0 TRINITY GLASS SEE HINGE °< 3,.y. f f3II r�IF A=1-,. DETAIL 1 + + O P.. ..., 3„y f` A A 1 1 1 1 1 1 1 1 1 1 1 1 g• )1134111111 \ A i A O TRINITY 336 SS IWAY f e ° 33651ST WAY 5 �;R A } FEDERAL PH(253)875-7300 3 Q 2X BUCK Q1XBUCK a3m_ QDIRECTTO — — 1111 Ni- i Z 6 8#o g s1.00"MAX. MASONRY ° o v -1 a 14"MAX. w z = a z O.C.tTYP.) 1X/2X BUCK ASTRAGAL SHOWN m o= xTYP.HEAD STRIKE DETAIL 1O.C.(TYP.) cc&JAMBS FOR REF ONLY izU o w vDOOR FRAME- - — — T mwGwN m zHmO 0 H D p Z J <H a MIN 0 z IL 5.50" a m Il' MASONRY } !��` e OPENING ":� SEE HINGEA______ m 0 — DETAIL 2 4 • _ ..... — — 0 HINGE DETAIL 1 ll) ° � a Z 12 - . B! i B 0 TYP.SILL ` z o I . 8. • • I i i i 1 I i 1 1 i i _ i i 1 6" 'I V\ w et n n HINGE JAMB .4 0 ® ASTRAGALi�ll' FRAME ANCHORING i II Masonry construction IIMI ��—_ o CONCRETE ANCHOR NOTES: IMIIIMM HINGE DETAIL 2 ``��s' *a'1,>,,,� 1. Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be P�O �� '- 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. VIEW A-A -_ o Astragal Strike @ Head u . •. 3 ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO % "F •_ TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR Q ® "' •• WBUILDEX 1/4" 1-1/4., 2., 4., %� -�y'�••''T• ••OF a ELCO e 1/4" 1-1/4" 1" 4" , ��ii..y P..t% •`A ULTRACON° BUILDER 0p T LlJ TAPCON® 3/16" 1-1/4" 3" 1-1/2" 'm��_��m L z Y I <z �^ 3 InZ 0 o v WOOD SCREW INSTALLATION NOTES: DWG#: 1. Maintain a min. 5/8"edge distance, & 1"o.c.spacing of wood screws VIEW B-B FL-20867.3 to prevent splitting of wood. Astragal Strike @ Sill 5HEET:2 O OF 32 t .. �� 5.25" 1 Klr�� u ntis 2.12" 3.98" I + + 1.68" M zo L fi Ji 1 �� 1.98� to N ' ., 0 TRINITY GLASS INTERNATIONAL O 0 1 3365 IST WAY 5 / • to FEDEML WAY,WA 98003 SIDE&HEAD JAMBS DOOR SWEEP �'(253)BPl]300 0 0 1� OUTSWING SIDELITE SPACER D ° °, (5-1/4"or larger) 26 MATERIAL:PVC 2, o MATERIAL:WOOD MATERIAL:PVC <j F N;8 rn 0 W vim"' V 00 ^ 4.56" { I m p �� 0 11 2.29" w 4 p j; kb w �.` J:,t.• •ti~3•.ti,:•Z•ft`�+{ J_ Z LU 1-4_i Q N © HINGE o r Z a G]' MATERIAL:STEEL 2.44 13 OUTSWING SIDELITE SPACER O w' 4.56" MATERIAL:PVC o O SIDE&HEAD JAMBS lir ;� .i,:,,,,,„;.:.. MATERIAL:PVC m 5.25" o O) O \I z 0 OUTSWING SILL 1 ALUMINUM WITH PVC SUBSTRATE .,;;,;.,:; .7.%... " H y Yt,' 5.63" -•`:�!i'�t.,.7 nr'-i''4 - -CI W w ® SIDE&HEAD JAMBS r :. •:.?gin.•c'R<<^+ J ^ (5-1/4"or larger) O p 7i.uw. T s' 2 '• MATERIAL:PVC ``%ss i,!/� p I 4.56" ,% p a3� ...$ INSWING THRESHOLD ..; (<, .••".............. '•'.�� 24 ALUMINUM WITH PVC SUBSTRATE 1.22" 2.44"--{ ace • O • �• f 4.56" _ —� I 1 = ' N 1-- 4.56" { I `r�i.4:, "M'� %- " (r).... . - IL ::5' : -- N. - to in N 1 1 I .D T 2.44" I on 3J == vz —T o a v O SIDE&HEAD JAMBS 1 O SIDE&HEAD JAMBS O SILL KEY DETAIL DWG#: MATERIAL:WOOD MATERIAL:PVC OPTIONAL FL-20867.3 SHEET:29 OF 32 f • . 1;1 rfnNII, 4.56" TRINITY GLASS INTERNATIONAL L'''''',,,%.'0''i:•'::y�"'�.` 33651ST WAY 5 :f.%..�,;�- FEDERAL WAY WA 98003 e4::y- q... �Y..'.:._> !, 4..•` PH.(253)875-7300 N t•,=:i::::2.1 `�.-�. v�i.,:,.....i.:.,1,--. �. a 3 �n T j ''''` ='t v n ti tt 3 R..'"'i N H- N Z <7 H_ Za8 g �a W ,nm"' a O STANDARD MULLION m t ° = LL 16 MATERIAL:PVC w Z o j u� m w n N 0 CO 2 1-4 N m 1.00" �{ -.58" Q o I Cl Z ( Z a CO Loca.,0 r a °m O '=E , I. 4.56" f $ in 0 1 O 0 N �? -a▪•,,. r'+.-�••??�A��•';��5�1,`�'moi 1 Z �; .�..▪ =.: AI kr I A H o H 2.00"— FAT MULLION W 17 ,,, MATERIAL:PVC m Ce a MULLION BASE KIT 15 MATERIAL:PC/ASA t URETHANE GLUE 4.56" URETHANE GLUE � .,.,3,..� 4.56" ^ `..``moo a��,i,�•. T••3,t Vit.•. N `,�•�\ ••••• lk,:,,,,-:- ......:::: : .::..3.}:444,7:?.:',6'.' ' 0 b b co Lp : — , . .IS-4..t....,-, 1 Y " = 'A//e p . `‘` #8x1 1/4"PRH WS(4 NEAR SIDE) m m z STANDARD MULLION #8x1 1/4"PRH WS(4 FAR SIDE) TWO-PIECE "FAT"MULLION n Z _= v z 14 SECTION A-A 18 MATERIAL:PVC o o v MATERIAL:WOOD DWG#: FL-20867.3 SHEET:30 of 32 M TR PCI I,. Of AS,, 19.63"--{� LATCH(BLIND HOLE) i it )T• SCREW LOCATIONS(TYP.) DEAD BOLT(THRU HOLE) 1I — 5.50" 33.13" SLIDE BOLT ROD TRIMTY GLASS INTERNATIONAL 3365)ST WAY s STEEL FEDERAL WAY.WA 98003 • e s He • PK(253)875-7300 e 8 m i0 2.75" 2.50" °o m 1.63" --3.75"F 2.50, 3.63" N y z# a 10.75" F-10.50" 'o i "g I x - 3'2 w vim" — 18.75" 18.50" m p o=- _ u TOP BO-3/4"LT RETAINER all Fs' a 26.75" — 26.50" — 2 o d o m Z<w . O O- •-r.)� w aZH ~ 0 wZ a muia BOLT RETAINER .� D m z° w m SLIDE BOLT ROD 2.65" J ALUMINUM IIII n ASTRAGAL 1.75" ALUMINUM ASTRAGAL m VIEW A-A 20 6'8 Aluminum Astragal by Endura Products ln Aluminum Astragal Assembly z 0 +. r 7.84" 1 H SCREW LOCATIONS(TYP.) H o �1 o W , J 5.50" I— 33.13" 6 FLUSHBOLT • BAR -- e - - _ --- - - --° Diecast Zinc o7 cio — 20.25" 1.38" --- o 1 �,uu.y Co [ : I o J 32.25" —8.13" * 2 s f43.62" — 20.25" +:.,�ct0.......��'l'i " H 1.09" 0O •'- e • .ig _ DEADBOLT(THRU HOLE) LATCH(THRU HOLE) p m Qy g. F FLUSHBOLTg il ,me Diecast Zinc �., D R Ilr 4' ` G 3.38" co I . - z � Y� QF I 'Ao a Iu �Z I PVC ASTRAGAL 1.44" 21 6'8 PVC Astragal by Trinity DWG#: VIEW B-B PVC Astragal Assembly SHEET:310F 32 t BILL OF MATERIAL aViti\l,s ti,s1SS ITEM# DESCRIPTION MATERIAL A 1X BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE - TRINITY GLASS INTERNATIONAL D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 3365 1ST WAY FEDERAL WAY,WA 98003 E #9 X 3/4"PFH WS STEEL PH(253)875-7300 F #9 X 1"PFH WS STEEL o 2 m m G #9 X 2-1/4"PFH WS STEEL o 3 H #10 X 2-1/2"PFH WS STEEL o Z# I #8 X 2"PFH WS STEEL , a N m J #6 X 1-1/4"DRYWALL SCREW STEEL wiw z W "- e MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 301 CONCRETEin " K �z IL Z OR HOLLOW BLOCK CONFORMING TO ASTM C90 N" 0 m Z<m a L 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL a 2, o o z es M 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL W w z m is, m ID a z .77 N 3/16"X 3-1/4"PFH ELCO OR ITCONCRETE SCREW STEEL Z Luc, m IDE O #8 X 2-1/2"PFH WS STEEL r a P 3/16"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL W Q #8 X 1"PFH WS STEEL < R 3/16"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 1 JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD m 1A JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD 2 JAMB PVC 2A JAMB PVC Z 3 JAMB PVC 0H Z 5 WEATHER STRIP QEBD650 Q-LON o 6 3.98"X 4.0"HINGE MIN 0.098"MIN THICK STEEL H 7 STRIKE PLATE STEEL > E5 8 DEADBOLT PLATE STEEL W 9 SILLKEY PC/ASA 10 OUTSWING SILL- ALUMINUM WITH PVC SUBSTRATE ALUM./PVC 11 DOOR PANEL-SEE DOOR PANEL CONSTRUCTION DETAILS SHEET - 12A SIDELITE PANEL-SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET - 12B SIDELITE PANEL-SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET ci - Ii.uuu.,. • 12C SIDELITE PANEL-SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET PVC ``�J�‘O * 2i��/''i 13 OUTSWING SIDELITE SPACER ` e< ]y' t. 14 STANDARD MULLION(FINGER JOINT PINE SG>=0.42) WOOD ,p;, • .;!.b 15 MULLION BASE KIT PC/ASA _ , 16 STANDARD MULLION PVC U- �2 ': 17 "FAT"MULLION PVC Nom` 18 TWO-PIECE"FAT"MULLION PVC iL• :: - 3 19 1X MULLION WOOD 'i#�. / *PRO`` 20 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS ALUMINUM / ..^ ti.it- 21 PVC ASTRAGAL BY TRINITY PVC 'O > ci° 3 J =2 u Z 22 ASTRAGAL STRIKE @ HEAD STEEL 23 ASTRAGAL STRIKE @ SILL STEEL o o ") _ 24 INSWING SILL- ALUMINUM WITH PVC SUBSTRATE ALUM./PVC DWG#: 25 DOOR SWEEP PVC FL-20867.3 26 INSWING SIDELITE SPACER PVC SHEET:3 2 OF 32