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HomeMy WebLinkAboutGLAZED FIBERGLASS DOUBLE DOORLL N co r, IV 0 0 0 0 last ro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 h_� �F^ r n`ll E� DEC 21 2017 PERMITTING St. Lucie County, FL GLAZED FIBERGLASS DOUBLE DOOR INSWING / OUTSWING IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco: 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET # DESCRIPTION I Typical elevation, design pressures, & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring - 1 X buck masonry construction 7 Astragal details 8 Bill of materials, glazing detail & components ST. LUCIE COUNT Y BUILDING DIVISION R>r 1;-: s"f[:D FOR coje REI'IEWED BY DATE l • -Z - r PLANS At"D PER^ ,IT MUST 6E KCf>i ON J 6 OR NO INS _.c N WILL E32 MADE 74.00" MAX. OVERALL FRAME WIDTH HE z E Sul OItIR z o 11AYBE �►1FL , c� W W I OEM LLJ W CY < X o AR X LL- J . J Q� Q W c > W > O o O X X Q Q o Lq co O. ERA1L. ...:: , .OVERALL; :.:. FRAME ... .... DIMENSION ....: 0IM`ENSION..;.:.: INSWING 74.00" x 82.00" 20.50" x 62.75" OUTSWING 1 74.00" x 80.50" 1 20.50" x 62.75" 4'r!S AND ALI. PPOPOM WO K I ECU i APB': i;ORhl cJT10NS �2 o~ W z r.�1 F 1 E. 1nIPA:;'%7`.8TriAT �o Q¢ XESSA,NIN0'': FR11 o zo oz 11THALL A,PNLIC.ABLECODES ac m Q .0 FASTENERS OR ATTACHME am `` a cr a 'HE RESPONSIBILITY OF THE 0 o W XTRACTOR OF RECORD n- a m U z U3 F z J 3 U) z 0 U ED z 0 J In 3 d v N SHa_r 1 of 8 W) -.Florida Product TA O O O vo z R1 r N "nnn:s' m O O O g lll S. aM- 00 00 zz w�A A m pa m 'i0 m M N OD 'A 70 C V y V l Z oc I^' " o I. z r\ -0-- r— �1 r y (n \ r co I� p 79.25" MAX. DOOR PANEL HEIGHT -- 62.75" MAX. D.L.O. HEIGHT -- 4 D iV X .\ rtr'�Qy 0� y- a11 .5aD.C. � .s' N� �N o 00 -E e T Og CA n� n W Cla `o O n ��--- Ton 0� 20" 3 0 O 0 0 fCD- TC7DV- �1.58"�� 3 x n z I -1.52 - --I c In 1.58" -►{ rn, O o Z —I M M O M 70 n O y Z M I• SCH No. 43409 , PRODUCT: Documents Prepared By: O PLASTPRO INC. Lyndon F. Schmidt �/��S'••A;tOR10`.••'G��� FIBERGLASS DOOR P.E. No. 43409 //s�O��L,'q b% ADDED ADA O.S. BUMP THRESHOLD JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. UPDATE TO 5TH ED. (2014) FBC JK DOOR PANEL DETAILS P.O. Box 230, Valrico, FL 33595 BY Phone No.: 813.659.9197 REVISIONS i I FBPE C.A. No. 9813 0 201 4 R.W. BUILDING CONSULTANTS INC. ]tents\Plastpro, Inc PERMANEN RA -,.Florida Product Approvals\FL-17184 Fiberglass Door - Inswing-Outswing\C - 7184.21-.25.dwg, 4-3 3� 7 z M D • .o p .. 6 D n v a40 0 '- 00 o• a o c fi �. tyii So� y 1Tt V i•i p N 0 Z 03 �-- Q O z -71 .A e Z M M M ;v �. a 70 M o5) 0 Ur :. S 00 CL 9 M M X W I1V O 0 d Z M M � 0 0 ;v M M M o m MZ o 0 0 x C r V M `� O 0 0 � to o .A► N m 0 d NC) 0 V �--7ZC03 = M > v 1 a. Q. IT ° a • 'a \� 0o v �-i D ° v m '•' ``�� �• ••VCR •• •� 0000 _ No. 43409 i g PRODUCT: Documents Prepared ByLot o IOD Z v z pp `' Iry A r ? cn o N 4 PLASTPRO INC. FIBERGLASS DOOR Lyndon F. Schmidt #0 •• .,, , P.E. No. 43409 /�SS�Op�AL• G��` BUILDING CONSULTANTS INC. UU P.O. Box 230, valrtco, FL 33595 Phone No.: 813.659.9197 FBPE C.A. No. 9813 2 3 10 16 ADDED ADA O.S. BUMP THRESHOLD JK PART OR ASSEMBLY: HORIZONTAL CROSS SECTIONS 1 04 22 15 UPDATE TO 5TH ED. (2014) FBC JK NOJ DATE I I BY REVISIONS © 201 4 R.W. BUILDING CONSULTANTS INC. 2:\Clients\Piastpro, Inc PERMANENT\A —Florida Prbduct Approvals\FL-17184 Fiberglass Door - Inswing-Outswing\C - Drawings\Current\FL-17184.21-.25.dwg, 4-4 el 0 0 �Q C 0 1-1/4" MIN. EMB. (TYP.) M Z o m ao 0 �n 0 �- VI 70 v0 D N Q CA 3 rn o '0 y O G CA)0a ° °` I • 1-1/4' MIN. EMB. (TYP.) 1-1XMIN. Iv n EMB. (TYP.) a "Tf 0 A a o C Z 0� .' 6O � a M H 0 M .............. M_ M_ c n °• O O °... d � � d d d 0 A ° . '0 ann d 4 d ? o O y X ° d•. V d Z ° d 0.16 ° M--- INK v ° ` 4 (TYP.) ' 1-1/4" MIN. EMB. (TYP.) LIYIu. I I I v q Z M M A wj A O M 0 p C Z M S C O ° .20 =ti O a O Z o. o' a � o ° o 99// ` Scp�M ., o ;0i 0 1-1/4"MIN. ;' No.43409 EMB. (TYP.Olt t rn r PRODUCT: Documents Prepared By:oo, k ���'�`s'•ID�;•.•' I.N Z v c 0 PLASTPRO INC. FIBERGLASS DOOR Lyndon F. Schmidt P.E. No. 43409 '�101eAL ` Z tv �//11111111 3 10 16 ADDED ADA O.S. BUMP THRESHOLD JK PART OR ASSEMBLY:R7V -n :. Dp ►' r �7 (n le BUILDING CONSULTANTS INC. 04 22 15 UPDATE TO 5TH ED. (2014 FBC JK � N r- —41 -N VERTICAL CROSS SECTIONS P.O. Boxco 33595 NO DATE BY Pone No23813.659.9197 REVISIONS _ FBPE C.A. No. 9813 0 201 4 R.W. BUILDING CONSULTANTS INC. 0 0 0 V co ., i 5' 4" 9"01 TYP. HEAD I & MASONRY JAMBS OPENING I I co I ASTRAGAL II 2X BUCK SHOWN FOR REFERENCE ONLY oCli • II 1 II -� v BUCK ANCHORING HINGE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. . edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: .:::::::::::.-:::.::::::: :,:..:...........:.:.::............:........::::.:::::. ANCHOR;_::ANCHOR .:.:.::::::::::::::.::::._.:::; M:: ::.:. .......:.::....................._....._ . M:INS.:CLEARANCE::::M...IN ._.............A -CLEARA:NCt :: T1!PE::: :....:. ....... SIZE::;:; ::::::::.::::::.._::::::::::.:..TO ::.:.....::.::...::.:::..:.;:::::.:;-::;:::..::....:::::::::;:: MASONRY:.;::-:.:. TO ADJACENT ; ...:::....: : ......1.::_:. ............... EDGE.:.:.................:....ANCHOR.......... ;:::;;;::; ITW ® 1/4" 1-1/4" 2" 41 TAPCON ELCO ® 1/4" 1-1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 518" edge distance, 1"end distance, 8, I" o.c. spacing of wood screws to prevent the splitting of wood. MASONRY OPENING FRAME 2X BUCK L TYP. HEAD & JAMBS II II ASTRAGAL II SHOWN FOR jA REFERENCE II ONLY II I SEE DETAIL still SEE DETAIL „2„ F 'ND TYP. , SILL ,FRAME-ANC-HORING Masonry 2X-bvck-construction I IVLL 3/8" DIA. DETAIL 1 Inswing configurafion J fo Ld ASTRAGAL STRIKE JAMB DETAIL 1 OutsMng configurafion LATCH IL DEADBOLT DETAIL HINGE DETAIL •• � to rn t. f M �o;J_ciM � =� LL rn C z C; 6 •• UN04 v O XZ8 z_ v a C0 � 9mcW 6tm 0 NM It O m D_ D_ ['a. r o CZ E o u c 4i o >a NZ 0 o� Z U Of 0 o f� Zp UD Z Cr W I- �m EL Q LQ Ad� U O �Y a 0 F- C-)U a coin a a U In Eli c5 0 DAB: 8/25/14 SME N.T.S. DWG. BY: AL CHK. BY: LFS DRAWING NO.: FL-17184.24 sHEEr 5 OF 8 �Iv V- m t 0 a`I 0 0 u_ zz w z W V .Si 01 N -M N HINGE JAMB a a. MASONRY OPENING FRAME 1 X BUCK CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints additional concrete anchors may be required to ensure the 'MAX ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR 'ANCHOR MIN MIlV C E ::.N:...::.:::::.:.:.. E' :MIN::: rEaaa cE C.:...::::::.:.::.:.:::: ,:::EMBEDMENT.:::::::::: TO MASONRY:;`:.: :::':i:,:;:;::: ;:lO: ADJACENT:;' •:::t:;'` .....:::::..::}:;:.:::: :;•;::;:TYPE•:::::::c;:$ ::::::.:::::::::::.:::...........::..........-::::.::::::::::::.:::::::::.:.:::.::.-::::::: EDGE..:..:...:.::.::•:::....:.ANC.HOR..:...:.: ITW ® 1/4" 1-1/4n 2" 4" TAPCON ELCO 1/4n 1-1/4" n 1 n 4 ULTRACON ITW 0 3/16" 1-1/4" 3" 1-1/2" TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, 1" end distance, 8, I" o.c. spacing of wood screws to prevent the splitting of wood. FRAME ANCHORING Masonry 1 X buck construction i to L6 ASTRAGAL STRIKE JAMB 3/8" DIA. DETAIL 1 Inswing configuration HINGE DETAIL LATCH & DEADBOLT DETAIL DETAIL 2 SEE NOTE 1 rn 1>J! to elf ct; J ci I Z U N U O Z g Z U 0 sp c W E Ud p o0. N m D DL. V LL E CZ >w 0 J a. U �Z CO O X0 pU Eno M Qm Cn V) QZ ti ¢ L►10 W V) 0 O a a HOLE DETAIL 1 Outswing configuration 59000, m N w z F Q J o m 01 a Z U DATE 8/25/14 i SCALE N.T.S. DWG. er: AL m' cHK. BY: LFS 3 DRAWING NO.: FL-17184.24 0 SHEET 6 OF 8 — N Q Inc PERMANEWRA - Florida Product Approvals\FL-17184 Fiberglass Door - Inswing-Outswing\C - Drawings\Current\FL-17184.21-.25.dwg, 4-7 o. N & 0 o co t 03 o. - 0.573' 971 O � O - V1 --II 0.059' 00.31" 0 UPDATE 0 14 V cQ w V V y PRODUCT: PLASTPRO INC. FIBERGLASS DOOR PART OR ASSEMBLY: ASTRAGAL DETAILS / r No.43409 •, r r Documents Prepared By: Lyndon F. Schmidt ��� s •....• I P.E. No. 43409 AL1��``` BUILDING CONSULTANTS, INC. 44 P.O. Box 230, Valrico, FL 33595 Phone No.: 813.659.9197 FBPE C.A. No. 9813 2014 R.W. BUILDING CONSULTANTS INC. GO 4- 0 0 0 Ir Q cc W a BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 21 POLYFIBER COMPOSITE JAMB POLYFIBER B 2X BUCK SG >= 0.55 WOOD 23 #8 X 3'PFH WOOD SCREW STEEL C 1 /4' MAX. SHIM SPACE - 27 LATCH STRIKE PLATE STEEL D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 30 DOOR SWEEP 31 OUTSWING THRESHOLD BY DLP ALUM. / WOOD. (Fd-) 1 /4' X 2-1 /4' PFH ELCO OR ITW CONCRETE SCREW STEEL 32 ADA THRESHOLD ALUMINUM 3/16' X 3-1 /4" PFH ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD BY DLP ALUM. / WOOD H 1 X X 3-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL 36 OUTSWING ADA BUMP THRESHOLD ALUMINUM J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - L #10 X 2-1/2" PFH WOOD SCREW STEEL 41 DOOR SKIN MIN. 0.075' THICK) PLAIT-PRO/NANYA Fy=11,063 PSI MIN. FIBERGLASS �N� 1/4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 42 TOP RAIL ICELLULAR PVC S' ASTRAGAL STRIKE PLATE @ HEAD STEEL 43 LATCH & HINGE STILE CELLULAR PVC 6 SEALANT SILICONE 44 REINFORCEMENT WOOD FOR LOCKS WOOD 7 WEATHERSTRIP FOAM 45 BOTTOM RAIL CELLULAR PVC 9 4" HINGE STEEL 46 FOAM CORE POLYURETHANE 10 410 X 3/4" PFH WOOD SCREW STEEL 47 LATCH 8. HINGE STILE REINFORCEMENT LVL 20 JAMB FINGER - JOINT - PINE WOOD 51 ODL LITE FRAME ALUMINUM 52 #10 1-3/4'PFH SCREW STEEL 53 GLAZING.COPOUND REDI-SEAL BY ODL, POLYMERIC FOAM P/MERIC_FOAM 54 STRUCTURAL SILICONE DOW #995 SILICONE 55 SCREW PLUG - 60 ASTRAGAL 6063-T5 ALUMINUM BY DLP ALUMINUM 61 CONCEALED STIFFENER 6063-T6 ALUMINUM BY PLASTPRO INC. ALUMINUM 62 SLIDE BOLT ROD STEEL 63 #8 X 2" PPH SCREW STEEL Ir ASR' - j)yj—amb AD & SIDE 31 OUTSWING THRESHOLD QOSH 4.56" fn O 2 HEAD & SIDE Poly fiber jamb ■1 — &IINSWING THRESHOLD ISCS 6- ADA—SILL 32 ISHC p 5" N 0 36 OUTSWING ADA BUMP THRESHOLD OSHC 3/4" GLASS BITE 53) 54 53 53) (53 G1 GLAZING DETAIL 1" OVERALL GLASS THK. O: rn o N' o �7 z •. 'i ��',* �Q v 1 /8" TEMPERED GLASS AIR SPACE 1 /8" ANNEALED GLASS 0.090" SAFLEX® PVB INTERLAYER 1 /8' ANNEALED GLASS �9 b Lti V -,/" a,, tn X a&; J_6 ~ ` in co M zo od U 04 ; Z v c� x Z Em 4rZ 0] U �M 7 1.Lm • m n. 0. LL. 0 o Z a v� z Ci p _ Z zo No W U Q� m aca `� !� oQ U ir 0 J� e m Of a vi 6iE 00 a o= DATE 8/25/14 SCALE N.T.S. M. BY: AL CHK. BY: LFS DRAWING NO.: FL-17184.24 SHEET 8 OF 8