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Home My WebLink About23-7019City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 i Namim BAR-007019-2023 i Issue Date: 10/10/2023 I- REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. accordance with City Codes and Ordinances. NO OC UPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. ONTRACT40R GNATURE PE IT OFFICE[) PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I 71 12/21/21, 11:29 AM Florida Building Code Online BCIS Home Lop In :. User Registration Hot Topics Submit Surcharge Stars & Facts Publications '.. Contact us BCIS Site Mao Links Search Product Approval V :USER: Public User Prod-- Approvai Menu > Product gr Application > gppl goon List > Application Retail FL # FL20461-R7 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 1750 Indian Wood Circle Maumee, CQH 43537 (800) 843-7628 sjasperson@thermatru. com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory 5wingine Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Fioricia Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Ryan 3. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL20461 R7 COI (h) Certificate of Indepgndence.pdf Standard year ASTM E330 2002 ASTM E330 2014 ASTM E331 2000 TAS 202 1994 https:llfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrg6tbQ3MTAM8rpzY5Pv18f1fTVQ%3d°!°3d 1/5 12121 /21. 1129 AM Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Pacie 0 09/18/2021 10/07/2021 10/13/2021 12/15/2021 20461.1 a. Tnerma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: N/A Other: See INST 20461.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461,2 b. Therma-Tru Fiber -Classic Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.3 c. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461A J. Therma-Tru Fiber -Classic and Smootr)-Sta, Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other. See INST 20461A for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 0 0 Pagel/2 0 0 Description Nominal 6T "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FL20461 k7 I! (g.'j-1ast 2 461, Verified By: Lyndon F. Schmidt, RE, 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461 R7 AE (g.'_fval 20461 1 p-qf Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions Inst _2046, 2 plf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461 P7 AE (g) Eva' 224-.p f Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Fiberglass Composite Edge Double Door with or without Sioelites (inswing/Outswing; XX or OXXO configurations', Installation Instructions FL20461 R77 II k,g,) Inst 20461.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461 R7 AE (g.)Lval _20461.3.p-If Created by Independent Third Party: Yes Nominal 70 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FL20461 R7 ill (g.)_!naL2D46!_4.P.9f Verified By: Lyndon F. Schmidt, RE, 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461 R7 AE (g,} Eval _20461 4.pAf Created by Independent Third Party: Yes 20461.5 e, Therma-Tru Fiber -Classic and Nominal TO "Non -impact' Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sicielite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Approved for use in HVHZ: No Installation Instructions FL20461 R.7 II (g.)_Lnst 20461 5 p �ljf https:llfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsJ9a49YAgXJkHDuUrra,6tbQ3MTAM8rpzY5Pvl8flfTVQ`/`3d`/`3d 2/6 Fiber -Classic. & Smooth -Star COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOO INS WING /0UTS ING GE "NON-IM Acf r I_ This product has been evaluated and is in compliance with the 71h Edition (2020) 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 is required to be protected Ain an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2 as follows: Wind Zones 1, 2 & 3: Glazed Sidelites only; Wind Zone 4: FiVire System. 4. For 2x stud framing construction, anchoring at these units shall be The some 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 archileci. 6. Fiber Classic & Smooth Star Door and Sidelite panels require the use of " 1' part numbers and must be stained or pointed within six months at installation. TABLE OF CONTENTS E 0 _ 53.25' MAX O.A. FRAME _ WIDTH 15.5" MAX. FRAME WIDTH _ 37.75' MAX FRAME WIDTH � z — 3 <� ? z On O_ ® O :2 m s x < L,i -• 68.7Y MAX O.A. FRAME WIDTH --- ___ _ 15.5" MAX. FRAME WIDTH 37.75"MAX ---.� FRAME WIDTFI DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) CONFIGURATION INSWING OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE xO, Ox, OxO +45.0 -50.0 +45.0 -45.0 See Sheet 4 for Hardware Specifications al+ .A, di 0 5Y: Z ,''�drf7D 14t4 0 pN C`1 5 = sr= 9 Ea OM M w 6 oZ u . LW �a E: 8110116 E N.T.S. s. rsv:�-- Ji< BY; LFS WING N6.: FL- 20461.2 Er i or 14 ummmumul EXTERIOR 0,406" EXTERIOR1,198" s o'- Al 19& - - 1.1981, 1.875" 0.406' = 0 W No c'r 6 f. COMPOSITE CAP COMPOSITE > 'i z CAP /it I%Ve on h 0 'INTERIOR LOCK BLOCK STILE LOCK BLOCK 'STILE COMPOSITE HINGE STILE (ENGINEERED WOOD) COMPOSITE I IINGE STILE INTERIOR CAP (ENGINEERED WOOD) 12.5" 1 ONG I VI) CAP (ENGINEERED WOOD) (12.5!'LONG WOOD) (ENGINEERED WOOD) 'E z I HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION E z 36AY'MAX. DOOR PANEL WIDTH DOOR PANEL 35.813" MAX. DOORPANEL WIDTH (41 ) POOR PANLL I I Hybrid Door 35.813" MAX. DOOR PANEL. 111DII I 4 (2.) C � 2 Q, 0 O x x 4DOOR PANEL TOP RAII, (COMPOSHE/ENGINEERED Woof)) 17--7 as FOAM CORE (POt YUREIHANE - 1.9 PCF MIN.( INTERIOR EXTERIOR INTERIOR EXTERIOR r3 � VERTICAL CROSS SECTION 4 � VERTICAL CROSS SECTION is W o cot N, T. JK FS WING NO,: FL -20461,2 tit4+c:.,,,,ryXe 1194" MAX. PANEL WIDTH ` C7i i� &• Q =. n 7.13" MAX. D.I.O. Wlt)TH !%� _ CaG 0 66' 0 66"�' IxTeR1oR � W �. :."�� _ m n t Ca j j l � II�l Ek10R ! _._. � � � ._---.___ �i// f •• .. .•i"\�`. i o rn�, m X�"it tnr z Bm _ S _ EXTERION STILE (WOOD ---" STILE (WOOD) ETXTERIOR ci z n nPEzv mr C� a. Q M =(i _ HORIZONTAL CROSS SECTION 2�_ HORIZONTAL CROSS SECTION p � a T X i $ Lip Life Glazing 3 Flush Glaring — o ~2 .p a v0 4,J Cn O J O- n 3 _ m a TOP RAILTOP RAIL Plush Glazed (NK)<>D) jWGOD) - �., a di n o. � a a 1 A' MAX. PANEL FOAM CORE FOAM CORE WIDTH {POLYURETHANE �f - (POLYURETHANE g 6" MAX. D.L.O. 1.9 PCF MIN.) WIDTH p 19PCEMiN.) u �_ 1� EXTERIOR INTERIOR EXTERIOR w o — --,__R INTERIOR z ^ _ �� 3� o a ouj r-oar- _ Q cl h #10X I1lr'PPH N Q P1` PLASCREW (TYP_) _ '' o A� n FIBERGLASS SKIN " a_ FIBERGLASS SKIN b, K\l z (0.070 THK.) a (0.070'THK.) }(� onre 8�10�36 � 1 B15 FULL LITE FRAME ( ) — W sc E. — --- o BOTTOM RAIL -- BOTTOM RAIL -- N T. S_ WOOD j ( 00[)) owc er: IK m _ (HK BY: LFS 3 3 VERTICAL CROSS SECTION d� VERTICAL CROSS SECTION i?IDEL oft^w ,� gPANPL ------_-------- (SFull Lite $ Lip file Glazing Shawn 3 Flush Glazing Shown f L-20461.2 / ----- -- --- w Lip Lite SHEE'7 3 of 14 6 (3 4 3 3 VA Z 7E�SS 7 6 Cd gz� Z 'it lit, Z 00 C; E, (X) 0 a 0 E. 0 (1 6 5 HARDWARE TABLE Oil 6 (6) 2 x 2 MANUFACTURER MODEL KNOB: EST 7 SCHLAGE DEADBOLT: B60 SEE IIARDWAIE KNOB: SIGNATURE SERIES >i SEE HARDWARE KWIK1E1 DEADBOLT: SIGNATURE SERIES (980) CHART CHART MULTIPOINT MPDGART HOPPE (3 pt. Manual Tongue) (THERMA-TRU) 0 5 1 -1 8 8 — — — — — — — — "\(4 ELEVATION ELEVATION X0 OX0 Z d d Y? wt�.w Of LL--L1 DATE: ScAtE Products approved include all embossed and recessed panel doors. Dwa " 6 LJK Similar glazed panel configurations are allowed. L FS Panels shown are for Illustration and crie representative only. DRAWING Na.: i-L-20461.2 n/ EMI SEEmm I ) HORIZONTAL CROSS SECTION Shown w/ 2X Buck Oulswing show[) (Inswing similar) HORIZONTAL CROSS SECTION `^^'' LM8. (I YP 1, Sidefite assembly screws located 7" from top and 14" from bottom & 2 moie screws equally spaced between (4 screws total perside joifib). E Siddile assembly screws located 4" from each end (2 screws 2. along head jai nb). fit lit" m a 77 OR 60 EXTERIOR 2 HORIZONTAL CROSS SECTION r"""' �,) VERTICAL CROSS SECTION Sher muck Oulswing shown (Inswing similor) (-- Outswing shown (Inswing similar) r6-'� HORIZONTAL CROSS SECTION (4 VERTICAL CROSS SECTION ck Oulsv�ng shown (Inswing similar) Notes; 1. Sidelite assembly screws located 7" from top and 14" from bottom & 2 more screws equally spaced between (4 screws total per side jamb). 2. Sidelite assembly screws located 4" from each end (2 screws olong head jamb). 1 HORIZONTAL CROSS SECTION l' 2 _ HORIZONTAL CROSS SECTION 6 Shown wI I X sub buck 6 Shown w/ 1 X sub -buck C uts +nng shown (Inswing sin ilor) Ouis ring shown (Inswing similar) lar) 3 VERTICAL CROSS SECTION 6 Shown w/IX sub buck Oulswing shown (Inswing similor) z a_ SEE NO E2 EXTERIOR / t/ f _ INIERIOEt 4 VERTICAL CROSS SECTION 6 Stwwn w/ t X sub -buck — Outswing shown ((nswing similor) Z a m 1111fa! lilt \t\ rri N zom an mT a cV '. N o v 7 p Z a LO 0 a _ u" = s � � o o 6 JT ll C3 Q0 co � 4— �a ax U) C zw xm N� to C, u> u Orn .r_cr c-) a a Nnre 8110116 scue --- ----- c OWG BY, JK C- by: LFS DRhW7NG N6.: fL-2046t2 � SN£ET of t 4 MAX. ai MIN �'-3 --)t HORIZONTAL CROSS SECTION Shown Direct to Masonry Notes., 1. Sidefife assembly screws located 7" from top and 14" ham bottom & 2 more screws equulty spaced between (4 screws folol per side jarnb). 2- Sidetile assembly screws located 4" from each end (2 screws along head jamb). HORIZONTAL-CROSS'SECTICIN 7 Shown Mect to Masonry Out5vAng only wl 6-9/16'icif rib MAX 4— VERTICALCROSSSECTION 7)-ShownDirect tomosorq OutswkQ only wl 6-9/16'jornb IMERK)k EXTERIOR �t SEE NOTE I ('2-VERTICAL CROSS SECTION 7.) Shown Direct to Masonry Outswing only w16 -9/16'iorrib (N) III BAB. fFYPj (n:A4'," Z sk 0 > 'i z z dim �0� z .0 56 OL oz rr 10 cD ra 00 x P-- U U, er I FS 'WING 140; kl,-20461,2 -H 7 0F -14 Notes: 1. Sill Item Ws 17, 18,32,34, 35, 36,37, 38 &39 are attached iolambs wl (3) 98X2-1/2"ptli screws or each end. Sill Item #'s 16 & 33 are attached to lambs w/ (2) #8 X 2-1/2" pth screws at each end. Sill Item # 15 is attached to iambs utilizing (2) # 10 X Z'pph SMS at each arid. 2. Sidelite, assembly screws located 4" horn each end (2 screws along sill). INTERIOR --17-/,\V- 771-- EXTERIOR SEE NOTE I SEE NOTE INTERIOR EXTERIOR C3.3 SEE NOTE 1, ---- ----- -- OD VERTICAL CROSS SECTION ERTICAL CROSS SECTION Inswing Sill In5wing Sill INTERIOR EXIFRIOR) 50 ilEi SEE NOTE 2 6E) -,CY `Q ._ � V J o ° J J ° of ° J V ° 4 0 L JL ° o o° VERTICAL CROSS SECTION 5 -YERTICAL__�CgQSS SECTION Public Access Sill wg Inswing Sill 1� A, z 0 Z z d EXTERIOR 00 '61 INTERIOR 0 x Z E Z 7 16 17 t 8 E 0z SEE NOTE 1 0 U) C) 0 �7- < D in 3 VERTICAL CROSS SECTION Outswing Sill EXTERIOR INTERIOR SEE NOTE 2 7M kn Liz o r6�VERTICAL CROSS SECTION Outswing Sill 11 I DATE; 8110176 t DWG. BY: JK Z� CHE. BY: DRAWING NO.: FL-20461.2 C JAMBS T (TYP.) - - 6, (TYP,) 4" (TYP.) 2X BUCK HEAD & JAMBS MASONRY (TYp.) A, 'i z 0 n 0 - ZO 00 JAMBS u E m 4- (TYP.) -5 oil 'r (YYP.) 4" (TYP.) ti (TYP) E Ix U HEAD & JAMBS it =Lj fiI U3 IIItm C) 4 C) ul w Em JK ev LFS .PANG NO; f 1 2 0 4 6 1, 2 DIRECT NO MASONY JAMBS 3- (1 yp�) 7" (fYP) DIRECT TO MASONRY JAMBS L) 2X BUCK 0) 1 X BUCK HEAD & JAMBS (IYP.) (]YP.) SILL L oyp I 3" (IYP.) -I I— - 3" (1 Y P.) ..hilt,.. x t z 2wm 0; PFH WS > z 'its ittv, z 6. JAMB TO HEAD DETAIL (TYe.)o jg 0 z 0 DIRECT ""'- 0 c MASO�I'RY (D E, o o- JAMBS EAD 11 3" (1YP) E oz s' (I YF.) 3" (1YK) Q� I Try BUCK DIRECTTO MASONRY JAMBS (TYP') I t L _0 2XBUCK j IXBU(',K 0� HEAD & JAMBS sill, (Typ�) MASONRY (w) oxo FRAME ANCHORING J b (FRAME (IYP.) L" 0 41 LE. N.T.S. BY, JK BY, LFS ft -20461.2 t I 10 OF 144 4:) e z 0 m 0 ....... .. . 28 6 > "i fill 10 SEE HINGE 2� DETAIL (TYP.) 0 x. z 0 E, z 0 L L, rz o Ell 7 SEE TONGUE a, SNIKEDHAIL 111 -q pyp.) 0 V LATCH & DEADOOfT DETAIL 0cw 6 Q t LQNGVE STRIKE DETAIL m SFE LATCH I -AD601 I EtAW-11 DHAIL DEA0b0l I 0 O SUB L 0 28 m C22) STRIKE JAMB HINGE JAMB STRIKE JAMB Told and Deadbolt Multipoint Lock W 205 (2 LATCH & DEAD8011 DETAIL a m 2X BUCK -A LATCH & DEAD8011 DETAIL (29) 1 X BUCK DIRECT TO MASONRY M ULTIPOINT LOCK STRIKE DETAILS LATCH & DEADROLT STRIKE DETAILS --'�'C2 3) -,E 5/26/16 SCALE: N I S. HINGE -DETAIL DwG_ ay: JK m chl< Bf DRAWING H-20461.2 of 14 'A BACKBEDDING COMPOUND 53 SHOWN W/ 1/2" GLASS BITE CPANELUT OUT IIZ' 9/16'fliK.GLASS TEMPERED GLASS Z AIR SPACE Z (s °j 1/8"TEMPERED GLASS INTERNAL GRID fGBG) INTERNAL GRID (GBG) #Eo X 1-1/7, - (Optional Aluminum Spacer) E 3 .0 PPH PLASCRE DURASEAL, ALUMINUM H, OR STEEL SPACER 9116" INSULATED GLASS INSERT OPTIONS a CG�1) BTS I he Z Forne E* 10 I, Lj ", 61 BACKBEDDING COMPOUND 1 /7- GLASS BITE 1"THK� GLASS SHOWN wl I —A MOLDED OPEN 1/9'TEMPERED DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT BTS UTE FRAME :2 PANEL ;E GLASS I, & 9j 1 e�'Glazmg It AIR SPACE --------- -iff TEMPERED tY� GLASS t, - — — — - — — — #lox I-I/Z- - GO PPH PLASCREW DURASEAL, ALUMINUM INTERNAL GRID LGBGj INTERNAL GRID (G8G) MINI BLIND GIAZING DETAIL OR STEEL SPACER (Al (Optional Aluminum Spacer) ufranufn Spacer) u G 2) sidelifes I" INSULATED GLASS INSERT OPTIONS 1 0 P u) 2f STS Lifff FRAME (3B" I" Glazing c) 1 2" GLASS BITE ol 3/4" THICK GLASS 1/8" TEMPERED GLASS INTERNAL GRID JGBGj INTERNALGRO(GLIG) DECORATIVE INSERT PRIVACY INSERT '-AIR SPACE SIDELIIEPANEL., 1/8" TEMPERED GLASS BACKBEDDING DURASEAL., ALUMINUM COMPOUND OR STEEL SPACER 3/4" INSULATED GLASS INSERT OPTIONS — — — --- 8110116 (G GLAZING DETA i) L FluDfiGiozing sidehlOs DWG. In. jK cnK, BY: LFS DRAWING NO. FL 20461.2 Ell THRESHOLD C Z/ inswing Basic Composite Adjustable Sill 7 1/2' 4.56" ------- --- Z777 7- : -7--j IIIIIVIMG THRESHOLD 3� Basic Fixed Sill 6) )! "SLGY. THRESHOLD lnswAnq Moderate Climate Sill 1 3/6' 35INSWING INKMOLD Inswing moderate Climate Sill 7) INSWING THRESHOLD lnw�iic �FeYFIIZ'Silf 4.56" INSWING THRESHOLD Inswing Composite Adjustable Sill ru INSWINGTHRESHOLD Inswing Basic Composite Adjustable Slit c i PUB LIC ACCESS THRESHOLD 4rj d) 2.36" - I ,Irti 5.83, t UTSWING THRESHOLD Ct Composite mposile Sill 4,56" - - ( PLITSWI-qq THRESHOLDconlposite / Ajuralfrin) Sul 4T- 1.92" 2.06— SWEEP 6 6 SWEEP StD-ELTLELP�ACEk _ 0) Inswing THRESHOLD Aluminum Sill (Thermal Bleak) 2,14" 2AS' 6 cv (��)SIDELfff SPACER oulswing Inswing moderate Climate Threshold E 8110116 N.T.S.— 3, RY: JK LFS FL -- 20461.2 13 of -74, BILL Of MATERIALS BILL OF MATERIALS C3. % ITEM It DESCRIPTION MATERIAL REM If DESCRIPTION MATERIAL Q. X, A I X BUCK (SG >0.42) WOOD 25 #8 x 2-1/2" PFf I WOOD SCREW STEEL rn B, z o WOOD 26 #8 x 5/9'PFIL WOOD SCREW STEEL C 1/4i'MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL D 1/4" X 2-3/4" PFH ELCO OR ITW 66INCREUE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL MASONRY - 3,000 PSI MIN. CONCRETE CONFORMI NG TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL oz d CONCRETE n E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 29 4" X A" HINGE STEEL a N - F #10 X 2" PFH WOOD SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) -ALLImlCbmp E m b zo G 3/16" X 3-1/4" ITW CONCRETE SCREW STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP a 5 q o r Jm`x I --31�`FrEH-ECcb SCREW STEEL 32 INSWING THRESHOLD - - ----------- -- --- - --- ---- ------ 1 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD X-Lu-m-1co 0-- *E z' -SCREW P. I YMIN. EMBEDMENT)- - - - - - --- - -- -- - -- ---- -- - --- - L 10 X 2 -1/2" PFH WOOD STEEL 34 INSWING THRESHOLD ALUM/COMP A hW M 3/16" X 2-1/4" ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD -------ALUM/COMP N 3 -/ 1 -6 "-X- -2--- -3-/ -4 " I T W- CONCRETE -I-SCREW -- -- --S-T-EE--[--- --3-6 INSWING THRESHOLD ALUM/COMP I WOOD 37 INSWING THRESHOLD ALUM/COMP 6 Fdkk4 38 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) --,FOAM THRESHOLD --- ------ ---- - - ALUM/COMP 8 SWEEP VINYL 40 DOOR PANEL (BOOK) ---9- SWIE—EP (USE MODERATE CHMATETHRESHom) VINYL 41 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 42 DOOR PANEL (U I) ------ -- ------ -- — -------- 15 PUBLIC ACCESS THRESHOLD ALUM 50 SIDELITE (FULL LITE) 16 OUTSWING THRESHOLD ALUM/COMP 60 SIDELITE (FLUSH GLAZED) 17 OUTSWING THRESHOLD ALUM/COMP 75 SIDELITE SPACER (INSWING) - - - - - - - -- - - - -------- -- - 18 OUTSWING THRESHOLD ALUM/COMP 76 SIDELITE SPACER (OUTSWING) 22x-3ttPra WOOD SC V STEEL ---77 SIDEHITE SPACER (INSWING) MODERATE C- HM TES -- ------ 23 --4-1d-x3j4i'PFH WOOD SCREW STEEL 24 -4 10 x I " PFH WOOD SCREW STEEL o z oi:� N- 0 r- ,z CONCRETE ANCHOR NOTES: 1. Conarr;t—, anchor locations the corners may be adjusted to rnaintoju the fnin. edge distance to aroadi-joints- 2, Concrete anchor locations rioted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors maybe required to ensure the "MAX. ON CENTER" dimension are not exceeded, �3 Concrete anchor Liable: ANCHOR TYPE ANCHOR SIZE MIN, EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN. CLEARANCE TO ADJACENT ANCHOR IT IN TAPCON 1/4" 1-1/4" 2- 4" ELCO ULTRACO 1/4" 1-1/4" 1. ITIN 3/16" 1-1/4�' AS SHOWN 1-1/2'1 _PCON L1A WOOD SCREW INSTAI tATION NOTES: I Maintain a minimum 5/8"edge distance, )"end distance, & V'o,c, spocing of wood screws to prevent the splitting of wood. DATE: 8110116 N.T.S. Dwc. 81: JK DIK, ffy: LFS R�W"67- -- -- Dff --2046 1 .2