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326 19th St RES21-0150 Door with side panels RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES21-0150 800 SEMINOLE ROAD ISSUED: 5/12/2021 ...10;319r ATLANTIC BEACH. FL 32233 EXPIRES: 11/8/2021 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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 permits required from other governmental entities such as water management districts, state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 326 19TH ST RESIDENTIAL ONE DOOR WITH SIDE $6500.00 WINDOWS/DOORS PANELS TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 172020 0904 SELVA MARINA UNIT 11 COMPANY: ADDRESS: CITY: STATE: ZIP: OWNER: ADDRESS: CITY: STATE: ZIP: MONTGOMERY LESLIE 326 19TH ST ATLANTIC BEACH FL 32233-4536 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT If\ YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: IN-PROGRESS INSPECTIONS ARE REQUIRED FOR EXTERIOR SIDING,WINDOW,AND DOOR INSPECTIONS,AND SHOULD BE SCHEDULED FOR THE FIRST DAY OF WORK. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $85.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $42.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 Issued Date:5/12/2021 1 of 2 JOBCOPY REVIEWED FOR CODE COMPLIANCE 5.11.2021 14Building Permit Application City of Atlantic Beach Building Department REVIEWED lifir 800 Seminole Road, Atlantic Beach, FL 32233 By Mike Jones at 12:48 pm, May 11, 2021 oer Phone: (904) 247-5826 Email: Building-DepOcoab.us Job Address: 3 Z6 \ '7 547 ikvevtrk]L Lt /Permit Number: RES21-0150 Legal Description 3(0 [Q ? (�C1 - 2S - 2 1 ceiN MOT tiic1 Unit It RE# 11 2020-ci ci041 Valuation of Work(Replacement Cost)$ r Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New ❑Addition ❑Alteration ❑Repair [Wove ❑Demo ❑Pool Window/Door • Use of existing/proposed structure(s): ElCommercial `residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes • Will tree(s)be removed in association with proposed project? [7Yes(must submit separate I :• •. E1 Describe in detail the type of work to be performed: �ff ( WI 1acti Nro�`F 4�oel? MAY 0 3 2021 r � S(C)E ,u ►,cQl s ` Florida Product Approval# 013 % .S5 , /Y ___ _for multiple produkittorm Property Owner Information Name 400 Sj � �ari � Address 3 Z.,6- 1/ °' � 1 City Ai t!t6v�� z ��� State }-t. Zip 7.Z23 > Phone CO(-( SZ 7 . 0-20iE-Mail �..h k 6 ot./ 3 ? ( t/644,, ' ook (( Owner or Agent(If Agtint, Power of(attorney or Agency Liter Required) _ Contractor Information o n n y m O(lt 3 2_LD ivy 0 h oo - co M Name of Company Oitualifying Agent Address City State Zip Office Phone Job Site Contact Number State Certification/Registration# E-Mail Architect Name&Phone# /tj �4- Engineer's Name&Phone# /v//9:- Work ers /9"Workers Compensation Insurer OR Exempt❑ Expiration Date 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 records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECOR ING YO//U///RJ NOTIC OF COMMENCEMENT. (Signature of O er or Agent— (Signature of Contractor) Signed and sworn to(or affirmed)before�meme�this 3 day of Signed and sworn to(or affirmed)before me this day of ,by14.1. /,'c l 4,71 ,by - 11c _ )12 (Signature of Notary) (Signature of Notary) CHRISTIAN GILES ‘1,1 ]Wrc9144813431L.Mtil7153 [ ]Personally Known OR V-� Pr AgitRibEti 1%41326 h [ ]Produced Identification °`"'' • Untlerwtlen t L. II C.- Type of Identification: JOB COPY Owner Builder Affidavit **HIGHLIALL HIED I ON a��'7�di HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 'eV 800 Seminole Rd, Atlantic Beach, FL 32233 ` Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES21-0150 I. FLORIDA STATUTES;CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE,THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. . III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO$5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA"CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT(904- 247-5826 OR BUILDING-DEPT@JCOAB.US) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE k 2 ISSUANCE OF AN OWNER-BUILDER PERMIT. S- '•u - Job Address: 3243 I Tik , 44_1(..tCE , rltC /5,�c- L 3Z S3 Owner Name: Z es), e /21_,,, ply Phone Number: US 37 7 . )202_ Mailing Address: SQ K.Aas_ City: State: Zip: Notarized Signature of Owner r 4 /!�/ The foregoing instrument was acknowledged before me this day of Mn Y ,20 21 , in the State of Florida, County of 0L111CAI Signature of Notary Public (1/1/,. i L- - �/ ?'L CHRISrWNGJLES _ ( ) Personally Known OR i roduced Identification /0"41:i;_, R :N. , MY COMMISSION#HI-4 117153 � ;;?;• P• -r�,� EXPIRBS:Aprii 13,2025 Type of Identification: L 1% i- '•!orlv,t Bonded Thu Notary PUWK Ur denett.�s Updated 10/24/18 ``,11111111/!// s\\`, ..... N'Oi ® JOB COPY off: '�ti, THERMAITRU – •– REVIEWED o w o g g'z " DOORS By Mike Jones at 12:53 pm,May 11,2021 2 F.�'F dMa) 0 X X •: O �'.,��•'' . ...•-•',O`.,` t om d Classic-Craft: 111111"``` ZZ'o mZT 'Lfi0 t U N o a ch 8, B � GLAZED FIBERGLASS SINGLE DOORril ¢ € °_ qq 24 % - 68.75'MAX O.A.FRAME WIDTH--- -—�. d �d w/ SIDELITE(S) 15.5'MAX. rzt FRAME WIDTH o o n-z INSWING/OUTSWING — 37.75"MAX FRAME WIDTH~ $oce 161, "NON-IMPACT" m GENERAL NOTES I W 1 W 0 1. This product has been evaluated and is in compliance with the 7th Edition(2020) V G M m a o N E Florida Building Code)FBC)structural requirements excluding the'Nigh Velocity t7 s a z° Hurricane Zone(HVHZ). z a a 2. Product anchors shall be as listed and spaced as shown on details.Anchor a•z 0 m embedment to base material shall be beyond wall dressing or stucco. O` ,O , X _ = O O O t7 p 3. When used in areas requiring wind borne debris protection,this product is -_ in= O required to be protected with an impact resistant covering that complies with 0°i 2 N FBC Sections 1609.1.2 8 R301.2.1.2. LL 0 o 5 4. For 2x stud framing construction,anchoring of these units shall be the same as Z w o that shown for 2x buck masonry construction. ( / 1n a r 5. Site conditions that deviate from the details of this drawing require further o a- o engineering analysis by a licensed engineer or registered architect. , n a a TABLE OF CONTENTS a15 a z SHEET# DESCRIPTION 1 Typical 6evations,Design Pressures&General Notes 2 Door Panel Details 0< 4 .5 3 Sidelite Panel Details o a.4 Elevations z 5 Horizontal Cross Sections(2X Buck) DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSE) "z cat z 6 Vertical Cross Sections(2X Buck) CONFIGURATION INSWING OUTS WING MTE: 4/02/20 z e z 7 Horizontal&Vertical Cross Sections(IX Buck) o 8 Vertical Cross Sections(Thresholds) POSITIVE NEGATIVE POSITIVE NEGATIVE Scut: N.T.S. 5 y Buck Anchoring OX,XO,OXO +40.0 -40.0 +40.0 _40.0 D1+s.er: RW m 2 10 Frame Anchoringc x.re LFS ; 11 Door Glazing DetailsORNMING NO.: 1z 12 Components o 13 BBI of Materials FL-23955.14 1 O R:\Clients\Therma Tru PERMANENT\A-Florida Product Approvals\FL-23955 CLASSIC CRAFT Non-HVHZ Non-impact\C-Drawings\FL-23955(2020)\FL-23955.13-15.dwg,22 O m ri - 79.25"MAX.DOOR PANEL HEIGHT O H p 1.T' :. 2 n ©D �► oaf ri --i-ifillifi i H 20 ® hr I D mUH I 7.I.I I I I I I I I 11111.1 ill .I I I I 4:0 8a 0— 2 0 Z -n 'o O 2 O K• r- ---1 I--5s Q a n 1� 79.25"MAX.DOOR PANEL HEIGHT 0 GO 1 N T •-•110....----- Z O 0rill..111.11.1.1 1 lic-3z 4l n __= D I2 x QpioOi� Om _ - a s O �3b i''' I 1 X � J ..-. _L . ll -I I- 5.5' a o;/ f o> , A 79.06"MAX.DOOR PANEL HEIGHT - N N O Lr p 1.T'�{ 17 i T} /�iO////1 I _ N� D U = - Y.t C __ �o� :z 1 A � g �Ot^-' Ori*+ �_ 1 g0 /\ p.9 Om z s _ v / ^ N N O' \ ! O --I I— 5.5' 4 '111 _ O a r- N W � O c 0.94' 0.94' L.-.- ; H 1 enm rust I tJ O A y11 \ Z rn z 0 iiimi Cee . �l I O n 1 Z --6 O / / `1 1 3 K n A O O 1 z s OIT , v D 11) '-"D y� O si. ••••..;..„. 1 INIPMTh O" T 1 ODS � A a Fr- 1_ u I u n ly L •.wF`SCHlyj�rr, 70 CR top .. CR n Fes- 0 --i 0.94" O GGG _ • No.a3ao9 _ Z August 5,2020 * , 2 2 PRODUCT: Documents Prepared By: 1,.. 1• STATE OF V� 0 3 • A n THERMA—TRU Lyndon F. Schmidt Ami.••' ROR1D�` 'p ` ca Z o FIBERGLASS DOOR P.E. No. 43409 ',/Ss,16iA1.11�"•'' r. "fan 2 ut A y k) PART OR ASSEMBLY: BUILDING CONSULTANTS, t/�. Iw ' F to NO 1 8/05/20 UPDATE TO 7th ED (2020) FBC IFS DOOR PANEL DETAILS tki/P.O. Box 230, VDlrico, FL 33595 NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE Registry No. 9813 0 2020 R.W.BUILDING CONSULTANTS INC. 0.66" 0 EXTERIOR 0.66" to TOP RAIL =_' b C'.J- n ��� o (WOOD) _U; * p 4 n F., 11•1111C MIMEO 4` asrs L�� �,\J '/,'''' ..•7 A -',"3.... �`,```�� j::: •is INTERIOR '�/f1 11111` i mSTILE STILE ai ,§ $ •:(WOOD) (WOOD) RI = 1O HORIZONTAL CROSS SECTION ,; 1, E ?m o ✓ 3 FOAM CORE W a rn r 9 o t a maa� u Q E oZ PRIMARY f1/7'GLASS BITE 3`m d g. SEAL 3/4"THICK GLASS 13.93"MAX. SILICONE I PANEL WIDTH SECONNDARY 1/8"TEMPEREDGLASSlg m �8 O D.L.O.DTH' , AIR SPACE ©ea (ro w V. 1). �� 1/8"TEMPERED GLASS q�H cc 5 m a o BACKBEDDING STAINLESS STEEL or 1/7'GLASS BITE I,w H i i i SEALANT ALUM.SPACER m a w_ �// EXTERIOR INTERIOR 3/4"THICK GLASS N GLAZING DETAIL POYSULADEr a z° 0 Gl Rush Glazed SEAL S 1/8"TEMPERED GLASS a a N FLEXIBLE —N AIR SPACE m z° < = SPACER r 1/8"TEMPERED GLASS O a d O 1/2"GLASS BITE BACKBEDDING WROUGHT IRON I�) r 1 j x v irkSEALANT GRILLE ASSEMBLY z 5 0 3/4"THICK GLASS z V O GLAZING DETAIL w o f 1/8"TEMPERED GLASS G3 Flush Glazed '.- d3 �.. AIRSPACE Wrought Iron FIBERGLASS o ce sum SKIN W FLEXIBLE �t 1/8"TEMPERED GLASS a Li SPACER a � � i BACKBEDDING DECORATIVE INSERT m 3 a SEALANT (OPTIONAL) BOTTOM RAIL o a z v" (WOOD) w o 'm D G2 GLAZING DETAIL Io Flush Glazed —T' d o W. Decorative 1 n+re: 4/02/20 = W 5U SIDELITE PANEL 1.T' �: o N.7.S. DWG.BY: RW m SIDELITE PANEL O VERTICAL CROSS SECTION CHK.BY: LFS 3 BwYxYHc Ho: a 0 E FIBERGLASS SKIN:0.070"MIN.THK. FL-23955.14 0 n FOAM CORE:POLYURETHANE FOAM(1.9 PCF MN.) SHEET 3 of 13 V f R:\Clients\Therma Tru PERMANENT\A-Florida Product Approvals\FL-23955 CLASSIC CRAFT Non.HVHZ Non-impact\C-Drawings\FL-23955(2020)\FL-23955.13-15.dwg,42 O U o U ........ ce. �� O bsW W 4. '\ ET) v �D CD -`a- o o CL Oz i Vas 0 a3v C� (11) -e 0 <, .., • El. 14111 *O m P _ _. 7 m 0.0) O A= N oAmOa O bOO 'I!I�w�t I ED Dm PNO col O -6 ti.0 7 -- CD m O C m n O O N O'ry£ 4 es N .O O < 0. 1 O O q C7 P v ,... 0 0 '',- 1 OT 4 CUm c, A N W OD 0 0 a W D Z ac Z ita oo f V w N --{ea* >D I is O m Z y w A. I \ 30=M/ � E.a H ..r a m o eV az z O a .sy -Di T m C C m m V N Vs• m 70 70 m m N N ..".710%‘111111,,,, g \‘‘‘*.SCHA,/t//// v..No.43409•••r '' - : * *= August 5,2020= - OR Q PRODUCT: DoeUm«w Prepared By: BINE OF r7-• ,I THERMA—TRU Lyndon F. Schmidt '�///'•••�•••.! pµ1pt.•'���```� IA 3 _ FlBEROLASS DOOR P.E. No. 43409 ////��f49.1''' 11t�li R U r A y s PART OR ASSEMBLY: J BUILDING CONSULTANTS.T INC.AIAL t ` * V) N 1 8/05/20 UPDATE TO 7th ED (2020) FEC LFS ELEVATIONS P.O. Boo 230. vDlrico, FL 33595 IW y NO DATE BY Phone No.: 813.859.9197 REVISIONS FBPE Registry No. 9813 0 2020 R.W.BUILDING CONSULTANTS IND. 00111111 11,,, Note: `♦ © I.Sidelite assembly screws located V: 0 T'from top and 14"from the bottom 0 _=r i 6 f& a m 0 then 2 more equally spaced(4 total). 6 �<'= ° O CO to z &�i Q•n 0.15'C-SINK O ii'''1 *.. ‘N♦♦♦♦ >>O z PP) 0.15'C-SINK 1j1Unn 1�� 1 "' 0 mP) �� © . - . vs . �Rm —till O C P SffNOTE1 o . ' `r g Em Z$zz° o © ,III��II . N 5 LL M � a < mdaf° ill !fa INTERIOR oQ• OWilla 0 CD L:_ < z 0 ' ILII %. ��� ` Y ® ® EXTERIOR li o.0 I � O Y 0 1-1/4"MIN. 0 © O O V �m W NW N� EMB. P•1 000 /417, EMB. MlN� EXTERIOR ., INTERIOR o a =o [T co YR.) 1 HORIZONTAL CROSS SECTION o °VERTICAL CROSS SECTION U0 $ Outswing shown(Inswing similar) 0HORIZONTAL CROSS SECTION0.w$ Outswing shown(Inswing similar) Outswing shown(Inswing similar) ir >m 0 '10 0 0.15'C-SINK 0 0 0 P —1rnil IF � o SEE NOTE] , .» H«. �1� 1 rA�'I SEE NOTE 1 • . . ° EN to W , p v • W Z toi 0 O © . v t ilVitrtt 1)111 � � � t. oo E NI din MOWArdr jP41 - .10111.7.aMP "ollillIt a.,-- .in .t.° \ gig r" 0 0 0 t1-2, 0 WM 1111111 © 000 0 0 X E.., CAM 4/02/20 ALE W 0 . OCDO SC : N.T.S.. . .INTERIOR .� EXTERIOR Ca o owe.M.. RW F EDHORIZONTAL CROSS SECTION O6 HORIZONTAL CROSS SECTION CNK.9f: LFS WING Outswing shown(Inswing similar) $ Outswing shown(Inswing similar) 5 VERTICAL CROSS SECTION o uL—Ko.: o E $ Outswing shown(Inswing similar) FL-23955.14 13 .0 SHEET 5 of 13 h 0 V R:\Clients\Therma Tru PERMANENT\A-Florida Product Approvals VL-23955 CLASSIC CRAFT Non-HVHZ Non-impact\C-Drawings\FL-23955(2020)\FL-23955.13-15.dwg,62 Z n 2 o sl m O ro3 m O Q ° N N • .0 j 0- d p • .A n - �. 0 03 �o=O mA 0 - -� am& gg 'p © O 3. �3 �•! �* aim 1,1 ax^ �:`'4 `J• •r 3 a"x, o i'�� �1 m 0 e °. Z 3 IA O z 0 A o O A z 0 7, O m7? p0'Of liall / I� N. NoJa lip 0Z c • v a•f 0 O 0 o rn x o T1 CO o o A e o • g.3 \() ! :, 0 r11 (12 :. q,=,.;. \ ii 'Py \,,,_ ,. E xp 0 co n .anc rn O 11111 zz mli g, z 73 ?9:m0 Ilia ' .. .c. o , 4., a 1-1/4"MIN. O EMB.(TYP.) ..- 1-1/4"MIN. EMB.(TYP.) '— ``\`111111111,,, F• cyM/o�,•q No.43409 *; * :,* August 5,20 T. xQ PRODUCT: Documents Prepared Bas 1. • OF •FIBERGLASS DOOR Lyndon F. Schmidt 1. �ORID/, ``` P.E. No. 43408 i la' N a % �on�nti. r- -1 N PART OR ASSEMBLY: BUILDING�//�(p`/ CONSULTANTS. INC.'%%%%%%% I1-'' f y) N., 1 8/05/20 UPDATE TO 7th ED (2020) FOC LFS ✓t�UU P.O. Box 230, Valrico, FL 33595 1'+ -4, 0 NO DATE BY HORIZONTAL & VERTICAL Phone No.: 813.839.9197 REVISIONS CROSS SECTIONS (IX BUCK) FBPE Registry No. 9813 02020 R.W.BUILDING CONSULTANTS INC. 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'.,I Note: :.�C .. 4,/. 1.Sill Item#'s 13,16,17,19 8.20 are attached to jambs w/(3)#8 X 2-1/7 pfh screws at each end. `O.• Sill Item#'s 14&15 are attached to jambs w/(2)#8 X 2-1/7'pfh screws at each end. _Z: o Lam: Sill Item#18 is attached to jambs utilizing(4)#10 X 1-1/7'pph screws at each end. _U:' A * 6 o J- c �� rn INTERIOR %. EXTERIOR INTERIOR 8. EXTERIOR ,�'i,,/1/1j*11 1,..,-•;4", 51,,_;:`��` o Ti EXTERIOR / r INTERIOR �, u.=o 4mm O 4mm z . ,w O S(DOE ±: 00o !;_ ®m© SEOTE I �f�` SEENOTEI F.,...,, 611' e n N & e so Qln S' D • i n• W tg.� �j. VI Z �m 6 �G U O O Y oi j ' p. N O O c.), VERTICAL CROSS SECTION1 VERTICAL CROSS SECTION L 2 VERTICAL CROSS SECTION O w $ Insw ng Sill 1 $ Inswing Sill Outswing SII - a 0 z g INTERIOR p1' EXTERIOR 46 EXTERIOR' INTERIOR EXTERIOR i 1' INTERIOR o if- 0 — A i ,... . w To 00000 _ $ "al �l 11 1 0 I■ /. 0 a p 1 0 1�� g SEE NOTE 2 �.��J \�. r/1���'�1 � �, i 1 111111111111 N I- S ° o< ° ° • • ° ° ° • o ° ° •e. 5 Z e e o ^Z v DATE 4/02/20 S a _ o Z 0 _ 0 Z E sc N.T.S. S 1 0 owc.ar: RW m zd �m cHl.er: LFS 3 € O4 VERTICAL CROSS SECTION m ED VERTICAL CROSS SECTION °VERTICAL CROSS SECTION 0R1M1NG"0' a $ Public Access Sill Inswing Sill FL-23955.14 ^ OuMvngSill a SHEET 8 OF T3 h O R:\Clients\Therma Tru PERMANENT\A-Florida Product Approvals\FL-23955 CLASSIC CRAFT Non•HVHZ Non-impact\C-Drawings\FL-23955(2020)\FL-23955.13-15 dwg,92 m is n 4. 2� O • • o �'• O 0. 19"MAX. I 4"(TYP.)—� O.C.PP.) eo 0 • 0 I �3 N 4"PP.) 19"MAX. a 4.,(TYP.) O.C.(TYP.) II a ••.`‘�j1SCH ft, . z =* * *= August 5,2020 PRODUCT: Documents Prepared By: •1e,, gaTE t9F ALOfItOR:' �`�� � � � � 7HERMA—TRU Lyndon F. Schmidt �i �-,+[_� u FIBERGLASS DOOR P.E. No. 43409 '//'779,40 f11 ;``�\\ 2 o f/ 1 t A ti PART OR ASSEMBLY: �D BUILDING CONSULTANTS, fNC.'" _ N r, 1 8/05/20 UPDATE TO 7th ED (2020) FBC LFS P.O. Boz 230. VGlrlco, FL 33595 ° NO DATE BY BUCK ANCHORING Phone No.: 813.659.9197 REVISIONS FBPE Regletry No. 9813 ®2020 R.W.BUILDING CONSULTANTS IND. R:\Clients\Therma Tru PERMANENT\A-Florida Product Approvals\FL-23955 CLASSIC CRAFT Non-HVHZ Non-impact\C-Drawings\FL-2395512020)\FL-23955.13-15.dwg,102 v -*, P �= o T Aft o RI <o I I I IA FPA o� "o OwOO W -<A O co 73 '^ o Z ��O© xA N N X x 5c' N -1,-0 IP.:42 O O n n 0 H— X — I I 1 T I I 0 1 I I I I n 14"MAX. 6" I (TYP.) 1 I+ I O.C.(TYP.) 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VDlrico, FL 33595 NO. DATE BY Phone No.: 813.659.9197 I REVISIONS FBPE Registry No. 9813 02020 R.W.BUILDING CONSULTANTS INC. R:\ClientATherma Tru PERMANENT\A-Florida Product ApprovalAFL-23955 CLASSIC CRAFT Non-HVHZ Non-impact\C-Drawings\FL-23955(2020)\FL-23955.13-15.dw5 11.2 63"D.L.O.HEIGHT V/ n r y m o- 0 T D Ir O m i -1^3 2 x 9"O.C. (TIP.) C PP.) is zN G 4, A: x A A H >, 4:0 n E pi. /71 p --1 ..411111‘ m v o - x nA x O 5.Gm D - n n D A O v r�ti 2.67' D c m m -a• m n Vz v po ✓ o -- :cti 3 G) a z 23 .:4, it n O K ).� O `%St1111111///7 ▪ No.43409 ▪*i * i 7t- August 5,2020 x PRODUCT: Documents Prepared By: ., STATE pp •4V` THERMA-TRU Lyndon F. Schmidt �� •• A01aDR •p'kV``` W g I B Z .0. FIBERGLASS DOOR P.E. No. 43409 "I. WO ANAL ot,. I' (O .. / 11111 Ln r- A y PART OR ASSEMBLY: GDS/ BUILDING CONSULTANTS, �Ne. �1 (t N 1 8/05/20 UPDATE TO 7th ED (2020) FBC LES J�.UI/ P.O. Box 230, Valrtco, FL 33595 (u aL V7 F 0 NO DATE BY DOOR GLAZING DETAILS Y Phone No.: 813.859.9197 REVISIONS FBPE Registry No. 9813 02020 R.W.6UILD,40 CONSULTANTS INC. R:\Clients\Therms Tru PERMANENTNA-Florida Product Approvals\FL-239SS CLASSIC CRAFT Non-HVHZ Non-impact\C-DrawingAFL-23955(2020)\FL-23955.13-1S dwg,122 1.T 1.58"�{ —.{ 1.375 134" _... NI sN i oN 1 nz 7 I ' -- CI' rn n 1-* -1. c17 a. � o � o m°ma Li 01 H Ua. T P, ANDI N VUTo 6 6 � J 1.5- '{ --{ —0.3T' Ls.— r W i . _r N. oz 1 NI. c o ` ° 4... i Iii ! trn A02 I7 U ryn 6 1 O = 6 ° 6 J —1.51 � --0.45' 17r 74 N 17 T N to O.OE' a1 T T ,f_� I 1.25' A N (J lit- 0.68 -j to N O P T VO O A O= 1 f —0.91" is ,iS n _; -2 1 0.08" A y n1 1T., 0.75' 1.3T + li. 0.68"—moi I— ;D_ '— i-1 N p-,2 0.08"t N V{{{1111111!! l .•N i••.T a 5 .] 0.99" I� _*. :7t= August 5,2020 Yr, , PRODUCT: Documents Prepared By: �. • OF i: z.Z r '_ THERMA-TRU Lyndon F. Schmidt ''',1%'••.;2OF80.:.. IN 8 1 ' FIBERGLASS DOOR P.E. No. 43409 e'',,../pNAI��,`�� ^ 2 N !!rr 111{\\ PART OR ASSEMBLY: vl,,. BUILDING CONSULTANTS, INC. F in N 1 8/05/20 UPDATE TO 7th ED (2020) FBC LFS Jk P.O. Boz 230. Vail-too, FL 33595 (. y o NO DATE BY COMPONENTS Phone No.: 813.859.9197 REVISIONS FBPE Registry No. 9813 0 2020 R.W.BUILDING CONSULTANTS INC. BILL OF MATERIALS .4 ` ITEM Y DESCRIPTION MATERIAL �' 6 Ti..;J'•M A 1X BUCK(SG>=0.42) WOOD .g:.c• z # 1 w•p "'n B 2X BUCK(SG>=0.42) WOOD -p"., :g m"O GE . m6o,m C 1/4"MAX.SHIM SPACE '%� ••.._, ,/... ' a °N T D 1/4'X 2-3/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL '/14 it `�`` .>0 i MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO rrrrl I ss % i o'm z E CONCRETE r 0 6,9;;P ` ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F #10 X 2"PFH WOOD SCREW STEEL , 1 •E o z m o rc G 3/ 16 'X 3-1/4"PFH ITW CONCRETE SCREW STEEL »- : u$ 9 `o a J 1/4"X 3-3/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL rn' 4 e K 1/4"X 1-3/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL DE o z° L #10 X 2-1/2"PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL M 3/16"X 2-1/4"PFH ITW CONCRETE SCREW STEEL r§ S D. 1 JAMB(FINGER JOINT PINE) WOOD 7 WEATHERSTRIP FOAM 8 SWEEP VINYL m En Fii 9 SWEEP(USE w/MODERATE CLIMATE THRESHOLD) VINYL o cc a 10 SWEEP(USE w/PUBLIC ACCESS THRESHOLD) VINYL ,� J Q 13 INSWING THRESHOLD ALUM/COMP §3 _. z 14 OUTSWING THRESHOLD ALUM/COMP ,I,T, N o 15 INSWING THRESHOLD ALUM/COMP m E 16 OUTSWING THRESHOLD ALUM/COMP 0 K m o 17 INSWING THRESHOLD ALUM/COMP o Za 18 PUBLIC ACCESS THRESHOLD ALUM = 19 INSWING THRESHOLD ALUM/COMP Co- l' z 20 INSWING THRESHOLD ALUM/COMP 23 #10 X 3/4"PFH WOOD SCREW STEEL 4 24 #10 X 1"PFH WOOD SCREW STEEL N o 25 #8 X 2-1/2"PFH WOOD SCREW STEEL N kJ 27 LATCH STRIKE PLATE STEEL `n Z L9 28 DEADBOLT STRIKE PLATE STEEL CONCRETE ANCHOR NOTES: L9 o t! 29 4"X 4"HINGE STEEL I.Concrete anchor locations at the cornea may be adjusted to maintain the min. 30 1/2"X 1"X 25 GA.CORRUGATED FASTENER STEEL edge distance to mortar joints. O 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 40 DOOR PANEL(BOOK DOOR) - maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. ` 41 DOOR PANEL(HYBRID DOOR) - a Z 42 DOOR PANEL)Ul DOOR) 3. Concrete anchor table: 50 14"SIDELITE PANEL MIN.CLEARANCE MIN.CLEARANCE 0 m 75 SIDELITE SPACER INSWING PVC ANCHOR ANCHOR MIN. �a _ TO MASONRY TO ADJACENT o o (INSWING) TYPE SIZE EMBEDMENT EDGE. ANCHOR w o 'n 76 SIDELITE SPACER(OUTSWING) PVC Iiwz Z 77 SIDELITE SPACER(INSWING)-Moderate Climate Sill PVC TAPCON® 1/4" 1-1/4" 2" 4" z o° a DeWALT 1/4" 1-1/4" 1" 4" DATE: 4/02/20 ULTRACON+ SCALE. N.T.S. ITW a 3/161-1/4" AS SHOWN 1-1/2" 2 DWG.BY: RW m' TAPCON " OAK.BY: LFS D' ' DRAwiN5 HD.:WOOD SCREW INSTALLATION NOTES: 0 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"ac.spacing of FL-23955.14 a 211 wood screws to prevent the splitting of wood. SHEET 1.3 or 13 N V 1'