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Home My WebLink AboutINSTALLATION INSTRUCTIONSFLEMING-BARON DOOR PRODU 101 �shbridge Circle CEIVED ' Woodbridge, Ontario L4L 3R5 JUL 2 5 2019 ST. Lucie County, Permitting RTIFIED H DOOR & F S RRICANE RESISTANT ME PRODUCT INSTALLATION INSTRUCTIONS UL CATEGORY & FILE REFERENCES: DOORS: ZHCW.R8930 FRAMES: ZHDL.R8931 APPLICABL 2010 FLORID) FBC: F ANSI A TAS-201(1994), TAS- ASTM E330-02, ASTM E APPROVALS: R BUIL L 142liCIE COUN Q50.13-03 BOOO 1 !02(1994)5 TAS-203(1 E 1886-05, ASTM E 19 F1tE C 994) 96-05 Py Rev. 2 - January 2012 , D%W # : WRD-121 Permitted Wall Configuration Types & Anchorage(.3) a CU a) C >, C 0 a)_�_ E x L _ O CO X a)Co C 0 lA r Q � O cn a) co t`J �' C O y n LL a) O Cp O C y a) E M •X L = Z3 a U CL A)(•4) Latching : Strike Prep O v m :�i CcN D� 03 a3 :2i o_ aa)i z O C C) > O a)O cn CYL : ASA, SMLASA or UNL ML : ASA or MUNL ICL : SMLASA + SMLASANL Tx 7' REH: RIM FW +/-60 350 (10' 2'� (') U) Out -Swing MEH : ASA m a' a, VRH : MHS E s MM:ASA L REH . RIM FW +/-60 350 (10')8') E VRH : MHS u0i CYL: ASA or SMLASA In -Swing ML : ASA I FW +/-60 350 3' x 7'(_�) (10' 2") H ICL :SMLASA + SMLASANL CYL x SB or FB : MHS FW +/-60 350 U x 7' - U) ML x FB : MHS 10' (�) ca Out -Swing ML x SB : MHS VRH x VRH : MHS FW +/-60 350 (60) 8') REH x Hardware Mullion: HR CYL : ASA or SMLASA ML:ASA I ICL : SMLASA + SMLAS L FW +/-60 350 3' x 7'2) REH: RIM (4,6) °— Out -Swing MEH : ASA VRH : MHS aUi ML:ASA U) REH: RIM FW +/-60 350 x x110') VHR:MHS (12T CYL: ASA or SMLASA , °7 In -Swing ML : ASA FW +/-60 350 (4, 6„) (•2) �n ICL : SMLASA + SMLASANL ML x FB : MHS I FW +/-60 350 8xx 10') (12 Out -Swing ML x SB : MHS 6'x 8' VRH x VRH : MHS I FW +/-60 350 (12' x 10') _ REH x Rem Hardware Mullion: HR o — Not Not FW +/-60 350 Rabbet Not Applicable z a Applicable Applicable I (12' 8'Px 10') All transom, sidelight and window frames are tested, UL Listed, Certified and labeled to TAS-201(1994), TAS P02(1994), TAS-203(1994), ASTM E330-02, ASTM E1886-05, ASTM El 996-05 and ANSI A250.13-03 Notes: *1 : Maximum combined door+ transom opening height i *2 : Maximum over-all unit width *3 : See Sheet Vs 8 and 9 for Wall Anchor requirements I *4 : See Sheet # 3 for Latching and Strike Prep Legends II 1 Oct 2011 FBC Submission —Flush Bolt application's added WINDSTORM RESISTANT TRANSOM, 0 Oct 2010 FBC Submission SIDELIGHT & WINDOW F MES # DATE DESCRIPTION - SIZE AND RATING LIMIT TIONS - REVISIONS I DATE: 10/10 1 SHE 4 00 4'0" Maximum SINGLES 8'0" Maximum PAIRS Partition Type Jamb Anchor Type "A" "B" "C" Securement Requirements Welded CSA 6" 24" 6" (4) 08 x 1" wood or drywall screws per Stud wall anchor Wood (1) 3/8" 0 x 6" lag bolt per anchor with Welded EWA 6" 24' 6" a minimum 2-1/2" stud engagement Steel Stud Welded CSA or Z 6" 24'll 6" (4) #8 x 1 " wood or drywall screws per wall anchor Steel shims secured to jambs with 3/16" Structural Welded Steel 5 36 „ 5 x 1" long welds both sides of frame. Steel Shims Shims welded to steel structure at time of installation. (1) 3/8" 0 x 6" expansion shell anchor or Existing Masonry Welded EWA 6" 24" 6" 3/16" x 6" concrete screw per anchor or Concrete with a minimum 2-1/2" stud engagement New Unit Masonry Loose "T" or Wire 16" 32" '16" Not applicable �I — 16 gage minimum. 12 gage maximum frame profiles — 4" minimum. 14" maximum jamb depths — 1-3/4" minimum, 2" maximum jamb face widths — 1-3/4" minimum, 4" maximum head face widths I — See Sheet # 9 for anchor illustrations. — Floor anchors are required for frames installed in ne 0 1 Oct 20101 FBC Submission DATE DESCRIPTION REVISIONS unit masonry and steel stud partitions WINDSTORM RESISTANT 3-SIDED FRAMES -ANCHORAGE & PROFILE REQUIREMENTS - DATE: 10/10 SHEET 7 3' Max • Q a ! For transom frames or sidelights meeting all the 4'-6" Max dimensional limitations shown at the left, wall anchorage _ I shall be as shown in the table below. See the bottom - QIX 1 I 3 Max section of this drawing for methods of securement for S Ma i each anchor and partition type. rn J ca (0 _ oo�b�- O - 2 N a=i of M CD W E w o - Ci o � cu m Q Q Partition Type Jamb Anchors "A" "B" "C" Wood Stud CSA or EWA 6" 96" Max 4 Steel Stud CSA Structural Steel Welded Steel Shims > 96" 5 Existing Masonry or Concrete EWA New Unit Masonry "T" or Wire 16" 96" Max 3 > 96" 4 > 1'-6" Wide > 1'-6" Wide 1'-6" IFor transom frames, sidelights or windows exceeding anyof the Sidelight Transom dimensional limitations shown above, jamb, head and sill anchorage shall D, E 6e as shown in the tables below. See the bottom section of this drawing for w 2" o 2" methods of securement for each anchor and partition type. m c 2" On 2" Fes`- 3: 2" 11,2" m w E o� ca L 0 b - b - .fl w - E O co >.73. r - All dimensions shown are maximums Partition Type Jamb Anchors "A" ' B" "C" "D" Wood Stud, Existing Masonry or Concrete EWA 12" 8" < 3 80" 96" Max 5 > 96" 1 6 New Unit Masonry "T" 16" 16" 48" Max 2 64" Max 3 96" Max 5 114" Max 6 > 114" 7 Structural Steel Welded Steel Shims 5„ 5 40" Max 2 < 72" 3 102" Max 4 > 102" 5 - Jamb anchors are equally spaced *1: Floor anchors adacent to jambs and vertical mullions may be provided in lieu of EWA preparations and guides Partition Type Head Anchors Sill Anchors I Wood Stud EWA EWA or Floor Anchors (*1) Existing Masonry or Concrete or�New Unit Masonry EWA or Welded Steel Shims Structural Steel Welded Steel Shims Jamb or Head Anchor Type Partition Type Securement Requirements Combination Stud Anchor (CSA) Wood or Steel Stud I (4) #8 x 1" wood or drywall screws per anchor Welded 1 or 2-Piece Type Wood Stud (1) 3/8" x 6" lag bolt per anchor Welded Existing Wall Anchor with a minimum of 2-1/2" engagement into studs (EWA) Guides; Pipe and Spacer or Butterfly Type Existing Unit Masonry I (1) 3/8" x 6" expansion shell anchor or 3/16" x 6" or Poured Concrete concrete screw per anchor with a minimum of 2-1/2" i engagement into wall Welded Steel Shims Steel shims secured to jambs and/or heads with 3116" x 2" x (Jamb Depth + 1-1/4") x 12 Ga Structural Steel 1" long welds both sides of frame at labeling facility. Shims welded to steel structure at time of installation. - 16 gage minimum, 12 gage maximum frame profiles I - 4" minimum, 14" maximum jamb depths - 1-3/4" minimum, 2" maximum jamb & mullion face widths - 1-3/4" minimum, 4" maximum head, sill and center rail face widths - See Sheet # 9 for anchor illustrations - Floor anchors are required for units installed in new unit masonry and steel stud partitions WINDSTORM RESISTANT TRANSOM, 0 Oct 2010 FBC Submission SIDELIGHT & WINDOW FRAMES # DATE DESCRIPTION -ANCHORAGE & PROFILE REQUIREMENTS - I REVISIONS I DATE: 10/10 SHEET 8 I Loose "T" Anchor Loose Wire Anchor ANCHOR I FOR NEW UNIT MASONRY PARTITIONS �a ,.• 0 o "Butterfly" Type "Pipe & Spacer" Type WELDED EXISING WALL ANCHOR GUIDES (EWA's) FOR EXISTING WOOD STUD, EXIST] G UNIT MASONRY AND POURED CONCRETE PARTITIONS i ,i 1—Piece Type 27iece Type Combination Stud Anchors WELDEDI WALL ANCHORS FOR WOOD OR STEEL STUD PARTITIONS I I I i "Z" Type Anchor Welded 12 Gage Steel Shims WELDED WALL ANCHORS FOR STEEL STUD PARTITIONS I WALL ANCHORS FOR STRUCTURAL STEEL PARTITIONS WINDSTORM RESISTANT FRAME PRODUCT - ANCHOR ILLUSTRATIONS - 0 Oct 2010 FBC Submission I, # DATE DESCRIPTION I REVISIONS DATE: 10/10 SHEET 9 #6 x 1.5 Oval Hd Tex Screws at 9.75" OC max for Lights Exceeding exposed (glass of 10" width, 22" ht, 100 sq. in. area, or Design Load g leater than +/— 65 psf. I I I I I I I I I I I I I I I I I I I I I I I 1 ' — —_—__ I I I S I20 Gage nap —In Stop LO r- Tack —Weld Vertical to Horizontal Trim in Glazing Space at Each Corner 20 Gage Trim/Integral Stop 4.5 Min 10 Max Exposed Width 100 Sq. In. Max Area per Leaf (Multiple Lights Not Permitted) Snap —In Removable Stops Design Load: Impact Rating: 350 ft Ibf 1+/- 65 psf Max. I I i 0 Nov 2010 FBC Submission # DATE DESCRIPTION REVISIONS I .58 .375 .58 .11 .25 Thk Pol carbonate Glazing Material 'GE Silicone II' caulk or .125 x .5 Closed Cell Foam Tape on each side of glazing m � N O iz 18 Ga Face Sheet Min. 1.75 32 Max � c Exposed Width 6 Mii 1344 Sq. In. Maximum o a .,_, Exposed w o, Glass Area x per Leaf _ (Multiple Lights 4 Permitted) C_ III Screw Fixed III III Snap -In III III Removable III III Stops III C N Design Load: +/- 70 psf Max. WINDSTORM RESISTANT DOORS — GLAZING KIT DETAILS — DATE: 11 /10 SHEET 10 1 .094 .625 .5 472 1 Glasslam Safety Plus 2 Laminated Glass 125 Thk x .5 Closed Cell Foam 18 Gage Glazing Trim I Tape Each Side of Glazing & 20 Go Removable Glazing Stops 188 .0.97 .188 6 x 1.25 Oval Hd Tex Screws ® 9.75 OC Max N q I Settinq Blocks As Req'd Dow Carl 995 Silicone Sides of Cutout 18 Ga Face Sheets (Min.) I24 Max 32 Max �� Ex osed Glass Wid F5.875 Min �� Exposed Glass Wid 5.875 Min i 1602 Sq. In. 1344 Sq. In. Maximum Q Maximum 6 Exposed Exposed Glass Area W Glass Area per Leaf x o, = per Leaf m _ (Multiple � N (Multiple �—> En Lights Permitted) Lights Permitted) CoX :E - ---- --� -- cod cod to _rn =_—__ _j 1 �� =_� cc). II II II II II II II II i Impact Rating: 350 ft Ibf g Design Load: F+/— Design Load: "' 60 psf Max `r' /— 70 psf Max ov ZU1Uj t tju Submission DATE DESCRIPTION REVISIONS WINDSTORM RESISTANT DOORS — GLAZING KIT DETAILS — DATE: 1 1 /10 1 SHEET 11 iew - Louvers must be UL Wi - Louver manufacturer's listings may limit maximum loin - Louvers may be installed at k - Markar WLV60 / Pemko LV-WS UL Li: - Louvers are not TAS-2f Note : If the louver is to installed on -site, an adhesh surround channel by the labeling facility stating: " A UL Security Grille on Exterior Side V�► -�I N LL Lq T-ound Cha All 4 Sides of Cutout 1.656" 18 Ga Face 1 75" Sheets (Min.) iew storm -Rated under Category ZHLL size, minimum door gage, impact and design load ratings shown. ;ling location or on -site (See Note below) d louvers with Security Grille requirements shown (Air or Water Infiltration) compliant backed sticker must be applied to the visible leg of the bottom indstorm-Rated Door Louver Must Be Installed In This Opening " Max. No Singles & P Single Max. Nom. I Minimum Impact Max. Design Door Leaf Size: Out -Swing: 4' x 8' -Swing: Tx 7' ever Size: 34" x 78" le and/or Rail: 6" 1 Ling: 350 ft Ibs 3d Rating: +/- 70 psf 0000000noo OOOOG00000 000n000000 000n000000 ooc00000no 00000000no cocoonoono n0000noono nococnoonc n000000000 n000000noo n000000noo 0000000noo coon000noo OOOOOOGOOO �O�OG�GOOO OCOOOOODOO �DOOGO00�0 GOCOGG0000 GOO��OOO�� OGGDOOOOGC O�OOO�OOC� 00000ncnnc oocoononoc 00000000no n0000noonc nc000000no 00000nconc j WINDSTORM RESISTANT DOORS 2010 FBC Submission j — LOWER DETAILS — DATE DESCRIPTION j REVISIONS DATE: 11/10 SHEET 12 I 1.5" Vetrotech Keralite Ultra 90 HI (*1) 1.375" or Vetrotech Swissflam 45 HI (*2) #6-20 x 0.75" Pan Hd SMS at 2" Dow Corning 995 from Each Corner & 8" oc Max or GE SSG4000 Structural Silicone Setting Block 16 Ga Surround Channels All 4 Sides of Cutout UL Fire Protection Ratings Under KCMZ-R14515 I *1: 3 Hour -10" W, 33" Ht and 100 Sq. In. Area Max. 1.5 or 3/4 Hr - 23" W, 53" Ht. and 1219 Sq. In. Area h *2: 3/4 Hour - 23" W, 53" Ht. and 1219 Sq. In. Area Max. Vertically stiffened doors (ref. R8930, Vol 3 or 6) intended to receive glass lights must be provided with this design kit factory installed, as "cutout only" or "inner channels & cutout'. Glass lights for lock -seam doors (ref. R8930, Vol 1 or 2) may be prepared at the factory or secondary manufacturing location 0 Jan 20121 FBC Submission DATE DESCRIPTION REVISIONS LO 14 Ga Offset Removable Glazing Stop Welded at Each Corner 18 Ga Face Sheets (Min.) 23 Max Exposed Glass Width Q 1219 Sq. In. Maximum 0 0, Exposed tL = Glass Area x N per Leaf ro coo coLO � I I i Design Load: I+/— 70 psf Max Impact Rating: 350 ft Ibf ,I I WINDSTORM RESISTANT DOORS — GLAZING KIT DETAILS — DATE: 01/12 1 SHEET 13 8 7 6 5 4 3 2 1 REVISIONS D NOTES 12. THE SPECIFICATIONS FOR THE BOLT USED FOR THE 13. CHART OF WIND LOCK CLEARANCE "V"� 2096E — C o�+.•o, REVISE PER EN un 3 m De � MLS 1. DESIGNED AND TESTED IN ACCORDANCE WITH FLORIDA BLDG CODE AND INTERNATIONAL BLDG CODE Z-GUIDE TO ATTACH THE GUIDE TO THE CONCRETE JAMB TENSILE soot se N 6 2 Ns PROFESSIONAL ENGINEERS SEAL PROVIDED ONLY FOR VERIFICATION OF WIND LOAD ARE FOR POWERS POWER BOLT (P/N 607692-XXX%). MAX OPENING WIDTH CLEARANCE soCs41 J REWSE PER ER CONSTRUCTION DETAILS. 2. SPACING IS THE CENTER TO CENTER DIMENSION. THE THE HILT] QUICK BOLT (P/N 608993-%X%%) MAY BE SUBSTITUTED TO ACHIEVE EQUIVALENT WIND OAD RATING BY OBOLT. HART AND THE SAME W < - 15• 0.625 UP TO 2D' 3. INDICATES FREQUENCY IN WHICH WWDLOCKS OCCUR. SPACINTHE ASFTTHEOPOWERS POWER UP TO 3D' 7.875 .375 ��,j,N.T,(��/� 4. DELETED. 5. WALL ANGLES MAY BE WELDED TO STEEL JAMBS. PLUG WELDS IN THE WALL ANGLE SLOTS THE THICKNESS OF THE ANGLE OR FILLET WELD AT THE HEEL AND TOE OF THE WALL ANGLE D 2' LONG AT EACH SPECIFIED BOLT LOCATION, TO HOLD THE LOADS LISTED IN THE GUIDE TABLE. 6. 'E' GUIDE DOORS HAVE THREE WALL FASTENER LENGHTS: 3/8' DA(GRADE 2) 1' LONG WALL BOLT 3/8 DIA(GRADE 5) 1-1/2- LONG WALL BOLT 1/2 DIA - 1-1/2- LONG WALL BOLT 7, IMPACT RATED DOORS TO BE CONSTRUCTED ACCORDING TO COLUMNS LABLLED 'IMPACT' AND ARE UMITED TO THE WIDTHS INDICATED. 203 UP TO -40' 1.875 �; y1C6MIP•,� /i *' ffYY BTATE OF jJ�Y /''��ssll JOHN E. SCATES PE IMPACT TESTING CONDUCTED IN ACCORDANCE TO TAS 201/ 0 - CART LLTON.FAIRGATE "E"—GUIDE "Z"—GUIDE CARROLLTON, TEXAS 75D07 B. ASTM A-35, GUIDE ANGLE MATERIAL I FL PE #51737 9. DOORS AT 7'-6' WIDE WILL HAVE NO WINDBAR. MOMENT WH WH FL # 7 42 - R 4 10. REFERENCE FlP SLAT DRAWING 306899 E 11. DOOR OPENINGS 15' AND LESS USE SLATS 22/24 GC I k_====__� 1 MH Er Digitally signed by John E.Scates P.E. DOOR OPENINGS OVER 15' USE SLATS 20/24 Go WT Date: 2017.09.2813'.54:06-05'00' S WT J oWV WV C _j I I I I r' I MV MV C (_W/L) NORMAL FORCE E,Wn) NORMAL SECTION "B—B" FORCE E AND Z GUIDES SHOWN A. HOOD TENSION - WHEEL --- - HFAL1PlATE GUIDE B 30" CURTAIN 0' (SEE CHART 'A') MAX. DOOR HEIGHT p 'A' BoR DM WEATHERSTRIP SECTION "A —A" 35' 0' MA% DOOR OPENING WIDTH 3.16—I 1.sB I — A 2 2.2I74 i Ih �. ,2 L�I 3/4. —I I 1.76 SLAT (DETAIL FIP ALT. WINDLOCK DETAIL 8 7 6 POWERS POWER BOLT MLTI KWIK BOLT 3 (3000 PSI CONCRETE) (3000 PSI CONCRETE) DIAMETER EMBED DIAMETER EMBED. MT OV VUV� T ? r OT _ E—GUIDE Z—GUIDE NOTES WIND PRESSURE WIND PRESSURE DOOR OPENING WIDTH 7'-6' 11'-3' 15' 20' 25' 30' 35' 16 IMPACT 22 IMPACT 10'-]' 15' 20' 25' 30' 35' 16 IMPACT 22 IMPACT TALL HORIZONTAL WH 2-1 2 3 3-1 2 3-1 2 4 4 4 3-1 2 4 2-1/2 3-1 2 3-1 2 4 5 5 4 5 WALL VERTICAL WV 3 3 2-1/2 3 J 3 3 3-1 2 4 3 2-1 2 J 3 3 J 3 5 NALL THICKNESS WT } 16 3 16 5 16 } B -1 2- _1 2^ _1 2^ 3 8 1 2 3 16 5 16 3 B 1/ 2^ 1.2n 1 2^ .3/8 : �2 p 515 1849 4786 7B83 10B3T 14650 I6B37 8443 13949 1134 4669 7695 10518 14697 16400 82501 13592 A 158 1 281 1 375 1 500 625 750 875 520 715 256 375 500 625 750 875 520 715 0 1 387 1 1126 1593 2347 3257 3600 1969 2499 195 1126 1895 2347 3257 3600 1969 2499 THE DRAWINGS AND ALL OTHER IN"MATION CONMINED HEREIN APE THE CONFIOENML AND PROPRIETARY PROPERTY OF OVERHEAD DOOR CORPORATION AND ITS AFFILIATED C0MPANIES. THIS DRAWING AND INFORMATION. ANY OF THIS IN WHOLE OR IN DRAWING OR INFORMATION PART. MAY NOT IS INTTEN�D�EDIF BE COPIED IN ANY MVL4ER TO OPERATE AS A LICENSE OR DISCLOSED OR AUTHOR17ATION TO ANYONE WITHOUT USE IT FOR THE PRIOR ANY PURPOSE WRITTEN CONSENT OUf OF OVERHEAD THE SPECIFIC DOOR WRITTEN CONSENT CORPORATION NO O6LlOSURE OF OVEWIFAO DOOR OF CORPORATION ® —ow—I WHOLE NUMBERS: . FINISH I( N/A y`^7�, °"'+ wa K. WOLFF WINDLOAD, 625/626. FlP, `1I—m—I * 15 .XX t .OJ 11/19/02 1/24/03 +50/-SO PSF (DESIGN) UNIT OF JD FAW �"�ty",ymiO®16 "' MEASURE N/A N/A D— 308101 REF OWG USED ON ANGLES: t .5• HOlE6: t N/A DM WELLS 1 1/24/113 N A cm 1 0 1 5 4 3 2 1