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HomeMy WebLinkAbout303 Plum Tree Ct (3)BAN ' 6018 ' CITY OF SANFORD ;L BUILDING & FIRE PREVENTION EY. PERMIT APPLICATION Application No: 403 to Documented Construction Value: $ 5-3 9 Job Address: 3 03 PLUM T R. C c C f1 uR.T SA NFtNi fit_ Historic District: Yes ❑ No ❑%C Parcel ID: 10 - Z O— ?0 - S C S- O F O 0- 0 1 zo Residential 0 Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair M Demo ❑ Change of Use ❑ Move ❑ Description of Work: _REM OVE ANC R.ePLIN-c,E ER -OPT b0 dR R CROVE AND 12EPLA-(,p SIJ bu02.-n 6Ae-4A F Plan Review Contact Person: S A L.VAT UR. £ PAL- At Cpt Title: C001-�t. c-�R Phone: y 07. 7 19 f G 9'7 2 Fax: ly/1N_ Email: 140,kAE REP 0y4Tl OATS l e Property Owner Information y'4W0o.co)4 Name k l4t'rU N A PALµ) &PI Phone: _ S? I- q40 • 6T S V Street: 3 0 3 P(.VM TR EE CA)uaT Resident of property? : Y E S City, State Zip: 5:Ar1J Fufz p Ft,- S�;k-77 3 Contractor Information Name SAL.VAIvrr,,£ PnLM.I C(jl Phone: 4 bi - 7 19• G 9 7:2 Street: US 141-00Eu H OLL -aw cT • Fax: O //- City, State Zip: S►4 NlP- u2t) FL 31"77 3 State License No.: (iB G 1.7 e 1 1 (.13 Architect/Engineer Information Name: ICJ / A Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: lU ,/4 Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 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. 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 standards of all 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in Cite 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in comp nce w' all applicable laws regulating construction and zoning. S i rature of Owner/Agent Date Signature of Contractor/Agent Date <�C� nt ON Agent's Name Signature of Notary-SAte%f Florida Date CHARLES J. EDWARDS Commission M FF 193713 My Commission Expires Jon r 28 2,119 16'Me or )duced ID Type of ID S4-.yftgp-C PaLA4lea,1 Print Contr or/Agent's Name SigmtureofNotary-stat o Florida Date CHARLES J. EDWARDS Commission # FF 193713 e�c My Commission Expires C January 28, 2019 [wn to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[-] Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: # of Stories: Plumbing - # of Fixtures # of Heads Fire Alarm Permit: Yes ❑ No ❑ UTILITIES: WASTE WATER: FIRE: BUILDING: -�-,F 2• Is.l$ Revised: June 30, 2015 Permit Application CPA Parcel View: 10-20-30-5CS-OF00-0120 Page 1 of 2 fAPPF� _.a'�xxtt r-xr,�rv, r-r.tv'ac�r Parcel Information Property Record Card Parcel: 10-20-30-5CS-0 F00-0120 Owner: PALMIERI KATRINA Property Address: 303 PLUM TREE CT SANFORD, FL 32773 Value Summary ..... _.__.. 2017 Working _.... ._....... ......._. 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buil dings 1 � 1 Depreciated Bldg Value P $97,521 3 $77 119 Depreciated EXFT Value E Land Value (Market) $25,000 $21 000 Land Value Ag Just/Market Value $122,521 $98 119 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $0 P&G Adj $0 $0 Assessed Value _. $122,521 $98,119 Tax Amount without SOH: $1,967.00 2016 Tax Bill Arnount $1,967.00 Ta_x Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 12 BLK F HIDDEN LAKE UNIT 1-B PB17PG54 Taxes Taxing Authority Assessment Value 1 Exempt Values Taxable Value Sanford $122 521 $50 000 $72 521 rCity SJWM(Saint Johns Water Management) $122,521 $50 000 ` $72,521 County Bonds $11 122,521 E $50 000 $72,521 Schools $122,521 $25 000 $97 521 County General Fund $122 521 _ $50 000 $72 521 L..______.____._...__......_..._______.._.._......._.__._....______________._.._. Sales Description ___........L...Date Book Page Amount Qualified f Vac/Imp WARRANTY DEED 4/1/2016 08691 1260 $149 900 I Yes Improved WARRANTY DEED 11/1/2015 08578 0539 $77 800 - No ; Improved WARRANTY DEED 6/1/1997 03250 111 894 $66 011 00 Yes imp roved WARRANTY DEED 2/1/1990 02155 1133 $56 600 No Improved CERTIFICATE OF TITLE 5/1/1989 02067 1147 $1,000 No Improved ......... WARRANTY DEED 9/1/1986 01775 1047 — $62,900 Yes Improved P WARRANTY DEED 10/1/1979 01247 1707 $43,800 Yes Improved SPECIAL WARRANTY DEED t...... ._.... -._......... ...._........... ...- ___..._....... 6/1/1978 ...._........._...._._........................_...._._..—.-._............_......:......... 0117.5 0564 ......-_.__._.__..... _._....... _................ $30 800 ' No ....._..._.._.::........._...... . ................ Improved _....... _.................... -__....._............... z Find Comparable Sales _,_,_..... ._ ._ ..,,. Land ..,__ _. . _._,.. ................................... I Method Frontage _ .... Depth Units Units Price Land Value _.__._._ .__._.______..._ LOT L__..._.._..._.._.._.._...... __..___..__._._...._.. 0.00 0.00 1 _ _.._ _— $25,000 00 .___ _______.__ ........__...__._._._......_._._...__..._.._.._.__ $25 000 .. ___.. Building Information http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=1020305CSOF000120 7/5/2017 Home Renovations 1, LLC dlbla Home Renovations State Licensed (CBC-1261163) and Insured 305 Hidden Hollow Court, Sanford, FL 32773 Cell 407-719-6972 Office 407-461-6014 HomeRenovations1@yahoo.com www.HomeRenovationsl.com CUSTOMER Katrina Palmieri 303 Plum Tree Court Sanford, FL 32773 DATE: JULY 5, 2017 JOB Same ADDRESS 1. Remove and replace front door with customer's fiberglass door. 2. Remove and replace side door to garage with customer's fiberglass door. ?�� -," - -- - & 17 Customer's Signature Date $.14)0 53g4( 71%� Sal Palmieri Date Home Renovations This estimate is good for 30 days, after which prices are subject to change. 25% down and 25% draws as job progresses. Payment in full is required upon completion of work. Any checks returned for insufficient funds will be charged an additional 35.00. Outstanding balances will be charged 18% interest. This is an estimate only and does not cover any unforeseen issues (i.e., rotten wood, termite damage, leaking pipes, mold, etc.) Additional work will be charged accordingly. n r m O Q> o D sjjmwsZA -rn z=mM 3MS cm"4pp wA xr-mcc�� mo omo—"E'mw o r con9Nm9F g2�A =m �.�o30M pom mmr-:EZ �Nm�mmzv 0��Jx zo rt1 z mN7Dm'\�Dr°� Co C=) a �6 CA H Ul tf-s., E- R 0 6 0 b plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 OPAQUE FIBERGLASS DOORS SINGLES w/ or w/o SIDELITES INSWING / OUTSWING GENERAL NOTES 'WON-IM PAc rr 1. This product has been evaluated and is in compliance with the 6th Edition (2017) 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 home debris protection, this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 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 DESCRIPTIONTypical elevations, design pressures &general notes Doorpanel details R Sidelite panel details Elevations Horizontal cross sections Horizontal & Vertical Cross Sections 2X Buck) Horizontal & Vertical Cross Sections (1 X Buck) 8 Horizontal & Vertical Cross Sections (Direct to Masonry) 9 Vertical Cross Sections (Thresholds) 10 Horizontal & Vertical Cross Sections (Direct to Masonry) 1 I Buck anchoring 12 Frame anchoring & hardware details 13 Lite frame glazing details 94 Bill of materials, and components - 115' MAX. OVERALL FRAME WIDTH 37.25" MAX. 37:5' MAX: FRAME WIDTH r FRAME. WIDTH'I I O' m �z o 0 IEO O 0 X 0 LJ L�L_ 1.s' - wil I m; W III III II', II III II X OX XO VVVV G Ti;:yQ` z m Vim', a `0' " ///�zlill I ply 0 N z m 04 E Ern z m c li v'N°a o'`oa n a m aa4 rT�N V` D �o o= 0 �w o° J'`a MAX. r� :"DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSFJ} CONFIGURATION FRAME t JAMB INSWING OUTSWING DIMENSION REINFORCEMENT. .:: POSRIVE i NEGATIVE POSRIVE ... NEGATIVE X 37.5" x 82.0" N/A +60.0 -65.0 +60.0 -60 0 74.75" x 82.0" N/A +47.0 -47.0 +47.0 -47.0 OX/XO 75.5" x 82.0" 1X +47.0 -47.0 +47.0 -47.0 76.25" x 82.0" 2X +47.0 -47.0 +47.0 -47.0 112.0" x 82.0" N/A +47.0 -47.0 +47.0 -47.0 OX0 113.5" x 82ff 1X +47.0 -47.0 +47.0 -47.0 11 5.0" x 82ff 2x +47.0 -47.0 +47.0 -47.0 E:10/08/14 LLE: N.T.S. BY. JK C BY. LFS WN0 NO.: FL-17347.9 IT 1 OF 14 0.6T' — HINGE STILE (LVL) INTERIOR CAP (PVC) 1 HORIZONTAL CROSS SECTION Z EXTERIOR 3 35.75" MAX. PANEL WIDTH D 3 E D o c° m G = w E Q a g SEE DOOR LOCK o HARDWARE TABLE a i; � PLASTPRO DOOR PANEL 2.79" LATCH STILE (LVL) CAP KWIKSET KNOB: SERIES (400) DEADBOLT: SERIES (660) SCHLAGE HANDLE SET: "P SERIES (F60) DEADBOLT: "P SERIES (F60) SCHLAGE KNOB: "P SERIES (F10) DEADBOLT: "B"SERIES (B60/62) YALE KNOB: CIRRUS 100C DEADBOLT: 920 SINGLE CYLINDER DEXTER BY KNOB: J54 SCHLAGE I DEADBOLT: JD60 TOP RAIL (COMP.) INTERIOR FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) FIBERGLASS SKIN (0.075" MIN. THK.)— N EXTERIOR N BOTTOM RAIL u J UJ tJ1 —1 (COMP.) 2 VEIMCAL CROSS SECTION 2 ... ♦♦♦♦� .............. Vol. �•••., '•�♦♦ f `m� b i 01 ♦ m m N z m 9 Z O Z U V o u° m o a- m a: 0. m \�) w 0 E o w o �a d w e E: 10108114 = 0 N.T.S.3. � 5 m: JK m C BY: LFS 3 a Iwwc No.: c FL-17347.9 0 N Er _L OF 14 EXTERIOR 2.W CAP (PVC( CAP (PVC) HINGE STILE (LVL) INTERIOR LATCH STILE (LVL) GI G2 1 HORIZONTAL CROSS SECTION 3 35.75" MAX. PANEL WIDTH 50 PLASTPRO SIDfIIIE PANEL INTERIOR EXTERIOR FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) FIBERGLASS SKIN (0.075' MIN. THK.) BOTTOM RAIL (COMP.) N 2 VERTICAL CROSS SECTION 3 .m _�• �r :aZz •0` III 1111{{\ z Ci o0 6 z i; U N z U u E. m L C p W c � a oz u a m d D m 0 €0 U CW D_ Cho J H fxVI J� V 2 cW am �aa G. SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING ND.: FL-17347.9 SHEET 3 Dr 14 3 T a m Of � // �' •• \\ J DID m o n °D Z U N 0 9 2 Z U \ m m LO W � 6 t m a m a a a a 6 o Ij Z (� 4 6 7 7 5 8 4 7 5 B A �° 8 10 10 8 10 8 10 8 10 8 10 4 4 4 4 5 5 4 4 5 5 6 7 6 7 6 7 6 7 6 7 0 zg � 4 0 � J o In GO N W 1 a 3 o 1 6 6 6 0l 6 1 3 a a 1101ir2 7 O 2 7 7 Yam 1 3 8 X 2 3 x 4 8 rA 8 5 m4 1 7 10 5 10 5 10 8 E5 10 z 3 WW g 2 10 10 Q D 4 00 ED2 3 10 1 2 369) 9 9 9 9 9 9 9 9 9 9 9 ELEVATION ELEVATION ELEVATION ^ n W x XO OX OXO w a a ^ o N ^ Z DATE: 10/08/14 SCALE N.T.S. DWG. ar: JK OHK. BY: LFS DRAWING NO.: FL-17347.9 SHEET 4 Of 14 { {M 4 1 .5 4 { /A 5 5 X 5 5 er D 4 ` * ''''Q, & i 4 1 L z Y 77 Z L DIP....... 7 50 .... > z INTERIOR 7 9 A n INTERIOR 7 it, 000 0 0 4 I z 9 z M 6 0 0 a 0. M D: M -,o �z E o6 SEE NOTE I 9 11 EXTERIOR; SEE NOTE I EXTERIOR 40 SEE N I rj"� HORIZONTAL CROSS SECTION Ix Ln rl--'\ HORIZONTAL CROSS SECTION OutsvAn nsvAng similar) —J.Mllbs OutsvAnchown (Insvving7mllarT Back to Back Jambs r3—'� HORIZONTAL CROSS SECTION C�o z 0 _0 Back to C'c'k Oujl�:ne shown (Inswinsimilar I X ReinforcementGG 01 t2u) NOTE: 0V) L 1. Spacing for item 6'from each end and 3 more GO < x 0 Or equally spaced along sidelite jamb (5 total). i:-: C, , - 0 0 � 4 1 L 7 L L L Sp 7 50 00 V) INTERIOR 7 INTERIOR 7 0 Ln Amp I C', of z �Z L SEE NOTE I L 9U--i t EXTERIOR 12 SEE NOTE I EXTERIOR j2 SEE NOTE 1 o z N� HORIZONTAL CROSS SECTION r6 ONTAL CROSS SECTION HORIZONTAL �4 L CROSS SECTION �A TO/ 4 z '0 outswing shown Inswing s imilar) 2X Jamb Reinforcement 5 similar Out'-n 'h 'nrn?' _HORIZONTAL a 5 ujf�:n InsvAnp TsmUT— g; sh sC — 9 NI.S1. 2X J.rneftlorftrc. IX Re emenT 3 OWG, BY: JK M CHIC. BY: LFS DRAWING NO.; FL— 1734 7.9 sHEEr 5 OF 14 ` 0.15'C-SINK ° I IrrPj > 1 D > a 7 e ° � 9 9 1-1/4-MIN. EMB. (TYP.) L 40 1 HORIZONTAL CROSS SECTION 6 Outswing shown (Inswing s m lar NOTE: 1. Spacing for item L: 6" from each end and 3 more equally spaced along sidelite jamb IS total). 2. Spacing for item L H head & sill: 6" From each end, 1 0.15' C-SINK ® centerline, 2 additional at 3' & 4.S' from end gyp) adjacent to door. SEE NOTE 1 n INTERIOR {\ EXTERIOR %2-"\ HORIZONTAL CROSS SECTION 6 Outswing shown (Inswing similar) <o p.. 1-1/4" MIN. EMB. (TyP.I 3 HORIZONTAL CROSS SECTION 6 Outswing shown Inswing similar) l B to: c p C v ° z o m f a ' u o nn ro z° m U N pza c Em z�mma L O _J C 0. a vl n � 2 Y m D R LL �s4 z rl E a z 8 ^' 31 a C3C 1 Um T K o �Z N as a �� uwi Zw ov EXTERIOR rim INTERIOR a� oN a 2, t 4 VERTICAL CROSS SECTION © Outswing shown (Inswing similar) } m v e mUm mUm n a ' v Ln • • V '•• v ' WIV SEE NOTE 2 L 50 z DATE: 10/08/14 U SCALE: N.T.S. INTERIOR EXTERIOR o DWG. BY: JK GNK. BY: LFS �51 VERTICAL CROSS SECTION DRAWING NO, 6 Outswing shown (Inswing similar) FL-17347.9 SNEET _L or 14 I I 1-1/4" MIN. (% \'J �. o.l l EMB. (TYP.) 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 7 Shown w/ 1X sub -buck 7 Shown w I sub -buck Outswing shown (Inswing similar) Outswing shown (Inswing similar) NOTE: 1. Spacing for item L: 6" from each end and 3 more equally spaced along sldelife jamb (5 total). 2. Spacing for item L @ head & sill; 6" from each end, 1 0 centerine, 2 additional at 3" & 4.5' from end adjacent to door. SEE NOTE 1 1-1/4" MIN. ��_ EMB. (TYP.) 3 HORIZONTAL CROSS SECTION 7 Shown w/ 1Xsub-buck Outswing shown (Inswing similar) FEMME iTr v EXTERIOR INTERIOR 441 VERTICAL CROSS SECTION 7 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) Oi ••� yy � Z M z 0 iN'•• 0 _g\ z �mn 111111 O n m Z m U N .. Z O_ n v V Z OZU O \ N 6'0 LL W d a) V E1 0 E Dz ° cLi Y U Um ao00 zooms x � m N z w o_Q- On i, m � Hoy p a o U a i SEE NOTE 2 5o EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION 7 Shown w/1Xsub-buck Outswing shown (Inswing similar) ^ w ; � 4 i N � O � ^ o N Z � 0.4TE: 10 OB 1 4 ] SCALE: N.T.S. ` DWC. Err: JK u CHK. BY: LFS 3 DRAWING NO.: B FL-17347.9 sHEEr 7 or 14 INTERIOR EXTERIOR i HORIZONTAL CROSS SEC17ON g Shown Direct to Masonry Outswing shown (Inswing similar) NOTE: 1. Spacing for item L 6' from each end and 3 more equally spaced along sidelite jamb (5 total). 2. Spacing for item L @ head & sill: 6' from each end, 1 centerline, 2 additional at W & 4.5' from end adjacent to door. rmo. � u nr i21 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing shown (Inswing similar) SEE NOTE 1 V� 1-1/4"MIN. EMB. (TYP.) /31 HORIZONTAL CROSS SECTION $ Shown Direct to Masonry Outswing shown (Inswing similar) EXTERIOR r�/�/� INTERIOR r4-'\ VERTICAL CROSS SECTION $ Shown Direct to Masonry Outswing shown (Inswing similar) SEE NOTE 2 EXTERIOR f/�11L INTERIOR 5 VERTICAL CROSS SECTION $ Shown Direct to Masonry Outswing shown (Inswing similar) * to.,( ' O` vvi rn i �1✓•• // �• •• o �j`� Q O� M f�\` rttu� $ n . O a V Z O Z ' U c Em o m 1 N \V�' a m°M �Qcm a m`\\aa� �• 0 E 0z cw 0 3u N} oZ Up ¢g 00 zo �o a Lo ' w H m Ad aW 0 � m < Zvi Z a a a N LE: N.T.S. m: JK BY: LFS WING NO.: FL-17347.9 ET $ OF 14 INTERIOR INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION y Inswing sill EXTERIOR 4 VERTICAL CROSS SECTION y Inswing sill zOL: �m INTERIOR k\\A(\\J EXTERIOR L'Z'& "r I ME /i - 2 VERTICAL CROSS SECTION y Ou s ng sill INTERIOR SEE NOTE 1 EXTERIOR ■Mfg Ashi 5 VERTICAL CROSS SECTION y Inswing sill . ,"40 ` AW. m U. W Zvi ` ��1'• �'i �• ••'• 0. ;��� a a'� , .....••' ``.�� N >D n rn 0 11I11IP% ��`` O m z a N .. Z- m v 2 OZ U aro �m0.W p r a ••J I,Oz � a \ w wil o -a /'F'� VERTICAL CROSS SECTION y ADA 5111 NOTE: 1. Spacing for item L @ head & sill: B' from each end, I @ centerrine, 2 additional at 3' & 4.5' from end adjacent to door. a > > i N � _ n v N O Z DA�� 10 08114 `- SCALE: N.T.S. DWG. BY: JK a CHK. BY: LFS DRAWING NO.: O FL-17347.9 E SHEET 9 OF 14 D 3 z 1.5' f MAX. "n 1.25' W MIN. P MAX. 7. ` r MIN. n EXTERIOR INTERIOR EXTERIOR INTERIOR (-61 VERTICAL CROSS SECTION K71 VERTICAL CROSS SECTION j 0 Shown Direct to Mosonry l0 Shown Direct to Masonry Outswing only w/ 4-9/16 jamb Outswing only w/ 6-9116'jamb NOTE: Single door only (N/A W/ Sidelites) 1.Spacing for Item L: 6" from each end and 3 more equally spaced along sidelte jamb (5 total). 2.Spocing for item L 0 head & sill: 6' from each end, 10 centerline, 2 additional at 3" & 4.5" from end adjacent to door. rn � C l j C rn cc tv INTERIOR 40 b 1-114' MIN. EMB. (TYP.) EXTERIOR Z != MAX. MIN. SEE NOTE 2 EXTERIOR INTERIOR ( 8—'� VERTICAL CROSS SECTION j0 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb EXTERIOR �! -- SEE NOTE 1 1-1 /4" MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION 10 Shown Direct to Masonry Outswing only w/ 6-9/16' jomb INTERIOR /// �• •• a ' J 9 \\ �\ 0z D U Q z 016 V ° � 4 °m �••� rn° 4 � � o ? n DD u cw J Q (n UQ 00 zoo Q:Q) m JW EL�UEL o� 0 � a �z o K a < N a 1 HORIZONTAL CROSS SECTION 10 Shown Direct to Mason 7 Outswing on w/ 49116 "amb 9 ty 1 Single door only (N/A W/ Sidelites) EMB. (TYP.) 2 HORIZONTAL CROSS SECTION 10 Shown Direct to Mason 7 Outswing only w/ 4-9/16' jamb Single door only (N/A W/ Sidelites) EXTERIOR IFS--`-I�1-1/4"MIN. EMB. (TYP.) 3 HORIZONTAL CROSS SECTION 10 Shown Direct to Mason 7 Outswing only w/ 6-9/16' jamb \ZJ M 1-1/4"MIN, EMB. (TYP.) 4� HORIZONTAL CROSS SECTION 10 Shown Direct to Masonry Outswing on w 9 N / 6-9/1 6' jamb I I I 1-1-I'l1-1/4"MIN. wTE:10 08 14 scnLE: N.T.S. DWG. BY. JK cHN. BY: LFS DRAWING NO.: FL-17347.9 SHEET 1 O OF 1 ¢ I VD- 2X BUCK (TYP.) HEAD & JAMBS (TYP.) i' MASONRY (TYP.) X .. (TYP.) ti c > CJ O��O 4" MULLION MULLION (TYP.) 7' (TYP) 7' [TYP.) 4" (TYP.) 4. 'v HEAD & JAMBS HEAD & JAMBS (TYP.) (TYP.) XO / OX OXO 2X BUCK ANCHORING o n r m �� �• •• o 99`�� J O f0 ,o a 0 0 o � ZE. a a O i v ? E\• � cw _ a 00 cc ag m z fnE gW am f G N v� m U a o Uo a E:10/08/14 i LE N. T. BY: JK u BY. LFS 3 WING NO.: B FL-17347.9 v E Er 11 OF 14 m 49/16" JAMB P DIRECT TO MASONRY JAMB (SEE SHEET 10) (TYP 6" (TYP-) 1 L 2X BUCK f 1X BUCK DIRECT TO_ p MASONRY HEAD & JAMBS (TYP.) M 4-9/16' JAMB — N 6-9/16. JAMB DI T TO MASONRY JAMB (TYP.) — (SEE SHEET 10) — �? FRAME ADA ILL ONLY (TYP.) ,l '-L ), x 3" (TYP.) 6 (TYP.) 4" (TYP.) III II I L 2X BUCK JAMB JAMB v F 1 X BUCK DIRECT TO DIRECT TO MASONRY p MASONRY JAMB (TYP.) — HEAD & JAMBS (SEE SHEET 10) (TYP.) BACK-TO-BACK JAMBS L w/ REINF. SILL (TYP.) (TYP.) 00 ADA SILL( 1 1 SILL (TYP.) — v Xoiox N. (TYP.) 3" (TYP.) I I I I I I I I I L 2X BUCK 69/16"� JAMB N ;o F 1 X BUCK BACK-TO-BACK DIRECT TO DIRECT TO p JAMBS MASONRY — MASONRY — L w/ REINF. JAMB (TYP.) — HEAD & JAMBS (TYP.) (SEE SHEET 10) (TYP.) SILL (TYP.) ci ADA SILL I _ SILL (TYP.) O 'v I p p I- oxo FRAME ANCHORING DIRECT TO i M MASONRY G 1XBUCK 2X BUCK 2X REINF. LATCH AND DEADBOLT DETAILS 0 �O o O DIRECT � � M MASONRY G I X BUCK L 2X BUCK 2X REINF. 4P. yIt" tJ1'',z . O N z 9 o Q z° U zm� ug Na o-6 oa maam ol d �w o° -� a O; pU U J _ZQ � Op UW � z o_ Nu w3 am 2 �� Wx O 41 SEE HINGE o DETAIL 1 a a HINGE DETAIL 1 DIRECT TO � • M MASONRY C; G 1 X BUCK L SEE HINGE DETAIL 2 L 2X BUCK 2X REINF. 1 0 1 • 9 HINGE DEFAIL 2 HINGE JAMB HARDWARE DETAILS SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-17347.9 SHEET 12 DE 14 F 23.88" MAX. FRAME WIDTH 21.13" MAX. Eq3.25' P.� o m D.L.O. WIDTH ITM I 1 "' N z R K "�. z umM U #8 X 1-1/7' PPH SMS ��i %'••. .�� o m m O #6 X 1 3!4" PPH SMS z> ri 6 ''EEllll Iittt �`` o n m z 2 h 9 D 2 0 z U � o y ato mow _ 1-u \ I Jo EL v F' a �a m aam x H w x 9 LL O LL ^ )1.44- (g�.ODPI `zIc #8x2-1/7'PPHSMS LL W)TYP.) IR O 1.375' ^ o_ v) LRE FRAMEP olypropylene 3A o o�ln J �o m z #6 X 1-3/4" PPH SMS w v g 3.25' 21"MAX am c� ITYP) D.L.O. WIDTH o O O K ODL UTE FRAME FRAME WIDTH a a RSL UTE FRAME > ? m #8 X 1-1 /7' PPH SMS GLASS BITE 3/8" #6 X 1-3/4" PPH SMS GLASS BITE INTERIOR 1 /7' OVERALL GLASS THK. 1/7' OVERALL GLASS THK. 1/8"TEMPERED GLASS 1/8"TEMPERED GLASS *OR AIR SPACE AIR SPACE 1/8"TEMPERED GLASS 1/8"TEMPERED GLASS EXTERIOR ALUMINUM SPACER HOT BUTYL SEALANT (ADCO) CONTINUOUS READI SEAL GLAZING COMPOUND METAL SPACER G� GLALNG DETAIL Gi GLALNG DETAIL DATE: 10/08/ 14 SCALE: N.T.S. DwG. BY: JK GHK. BY: LFS DRAWING NO, FL-17347.9 SHEET 13 of 14 BIU OF MATERIALS DESCRIPTION MATERIAL 1X BUCK (G>=0.42) WOOD F 2X BUCK (G >= 0.42) WOOD 1/4" MAX. SHIM SPACE 1 /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL G 3/i 6" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL 1 1 /4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL J #10 X 7' PFH WOOD SCREW STEEL L #10 X 2-1 /7' PFH WOOD SCREW (1.15" MIN. EMB.) STEEL M 3/16" X 2-1 /4" (TW CONCRETE SCREW STEEL N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL P 1 /4" X 2-1 /4" PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP. 4 1X REINFORCEMENT (G >= 0.55) WOOD 5 9 REINFORCEMENT (G >= 0.55) WOOD 6 DOOR SWEEP PVC 7 WEATHERSTRIP (ENDURA FORCE 5) FOAM 9 #9 x 3/4" PFH WOOD SCREW STEEL 11 V X 4" HINGE STEEL 12 LATCH STRIKE PLATE STEEL 13 DEADBOLT STRIKE PLATE STEEL 20 INSWING THRESHOLD ALUM/COMP 21 INSWING THRESHOLD w/ SIDELITE ADAPTER ALUM/COMP 22 OUTSWING THRESHOLD ALUM/COMP 23 OUTSWING THRESHOLD w/ SIDELITE ADAPTER ALUM/COMP 24 ADA THRESHOLD ALUM 25 OUTSWING THRESHOLD ALUM/COMP 26 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL 50 SIDELITE PANEL CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjofnts, additional concrete anchors may be. required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. - MIN, CLEARANCE MIN. CLEARANCE -. SIZE EMBEDMENT TO MASONRY TO ADJACENT - TYPE EDGE i ANCHOR> ITW-BUILDEX 3/1V 1-1/4" 3" 1-1/2" TAPCON® 1/4" 1-1/4" 2" 4 ELCO ® 1/4" 1.1/4" 1" 4- ULTRAC01 WOOD SCREW INSTALLATION NOTES: 1. Maintain d minimum 5/8" edge distance, 1"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. f 2 {_ r T:• • O ••� r Cj Y�1 L_II I ^ i N�• 7 O` vFi o m f� 2.44' \ / ` . POLY FIBER JAMB ''�JZ/TIT 11111 r`t` "o' m m O N •• T\ v U o z y� ° \ a u° _' p o V V d Na M C. 6 - r 9Z F^ 4.56"— 4.56" I1 0 a INSWING THRESHOLD T 20 Endure (Z-Ser(es) �— 2.1" 24 ADA THRESHOLD J SIDELITE DLP Zo Q z ADAPTER oti FZ �a m g aW � �O to U D m 4.56' o a a 21 INS WING THRESHOLD w SIDELITE ADAPTER I� 4.56' �i Endure (Z-Series) OUTSWING 1HRESHOLD 22 m Endure (Z-Series( U U 4.56" `� SIDELITE ADAPTER a^ 0 0 CD zz W W 25 oUTSWING THRESHOLD DLP I w Imo— 4.56" o 2.17' 23 TE L (NG THRESHOLD w SIDELITE ADAPTER = Endure (Z-Series( w N Ntrgkanm� ^ oaTE: 1 0/D8�14 SCALE: N.T.S. 4.57' { DWG. BY: JK GHK. BY: LFS 27 INSWING THRESHOLD W1 SIDELITE ADAPTER 26 INSWING THRESHOLD DruvnNc No.: DLP DLP FL-17347.9 SHEET 14 OF 14 mil l dl, I i"}I I �, ��oplastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 GLAZED .FIBERGLASS DOORS SINGLES W/ or w 10 SI®ELITES INSWING / OUTSWING "NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) 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 bome debris protection, this product is required tobe'protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud.framing construction, anchoring of 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 architect. TABLE OF CONTENTS SHEEN DESCRIPTION, I Typical elevatlons; design pressures & general notes 2 Door & Sideliie panel details 3 Lite frame glazing details 4 Elevations 5 Horizontal cross sections 6 Horizontal & Vertical Cross Sections (2X Buck) 7 Horizontal & Vertical Cross Sections (1X Buck) 8 Horizontal &Vertical Cross Sections (Direct to Masonry) 9• Vertical Cross Sections (Thresholds) 10 Horizontal & Vertical Cross Sections (Direct to Masonry) 11 Buck anchoring 12 Frame anchoring & hardware,details 13 Bill of materials and components 11 5"MAX. OVERALL FRAME WIDTH 37.25' MAX. 37.5' MAX. FRAME WIDTH r FRAME WIDTH W ZZ 0 X O O z <� G 01� ID' X OX XO :: - DESfGN PRESSURE (PEf) DESfGN PRESSURE (PSQ CONFIGURATION; NSWINGElNFORCEMENTN POSITIVE::: NEGATIVE POSfTIVE NEGATIVE:: ......., ..:x .0" a N/A +47.0 -47.0 +47 0 47 0 .0" N/A +35.0 -40.0 +35.0 -35.0 OX/XO ' Ix +40.6 -45.6 +40.0 -40.0 .o^ 2x +50.0 -50.0 +50.0 -50.0 112.0" x 819' N/A +35.0 -35.0 +35.0 -35.0 Oxo 113.5" x 82.0" 1 x 1 +40.0 1 -45.0 +40.0 -40.0 115.0" x 820 2x 1 +47.0 1 -47.0 +47.0 -47.0 m OJCo ro 0 a-=Jn �� LLrn In > m Z o m U O N Z m o v 0 0 Z a uErn o m v c a W L In m a D 4 E o= w �. o �a �o Wz p J ?o zw �y �w J ¢� Lou w W -d M N Fn am 'In O aP r 0 LE N.T.S. I. es': JK BY: LFS WING NO.: FL- 17347.1 Er _L DF 13 0.7 EXTERIOR 2.9 0.4„ • a a. a a A CAP (PVC) CAP (PVC) HINGE STILE (LVL) INTERIOR LATCH STILE (LVL) G1 G2 1 HORIZONTAL CROSS SEC17ON 2 35.75" MAX. PANEL WIDTH IOORLOCK )WARE TABLE 40 PLASTPRO DOOR PANEL � PLASTPRO SIDEl1TE PANEL KYRKSEI KNOB: SERIES (400) DEADBOLT: SERIES (660) SCHLAGE HANDLE SET: "F" SERIES (P60) DEADBOLT: "P SERIES (F60) SCHLAGE KNOB: "P'SERIES (FTO) DEADBOLT: V SERIES (B60J62) YALE KNOB: CIRRUS 1DD C DEADBOLT: B20SINGLE CYLINDER DEXTER BY KNOB: J64 SCHLAGE DEADBOLT: JD60 _z 01• �\ 2 O0 � / �• •• :•�\ r N — J 0 i0 m //''''TI1 \` L• 11's ��``` o n m z m U N .. IN o U a Z U omm \ _I J C W a maaW r_ V` W 6 E 0 ,W o JT O. INTERIOR EXTERIOR FOAM CORE -- (POLYURETHANE - 1.9 PCF MIN.) FIBERGLASS SKIN (0.075" MIN. THK.) BOTTOM RAIL (COMP.) �1 VERTICAL CROSS SECTION 2 DATE: 10 08/ 14 SCALE: N.T.S. DWG. Er+': JK CHK. er: LFS DRAWNG NO.: FL— 17347.1 SHEET 2 OF 13 F z z 23.88" MAX. FRAME WIDTH 21JYMAX. D.L.O. WIDTH r" V #8X1-1/7'PPHSMS . � O ri #8 x 2-1 /7'PPH SMS (TYP.) to 0 3.25 (TYP) ODL LITE FRAME 1.375' ODL Lf1E FRAME � HP Polypropylene 3.25' (TYP.) —{ I- 2 m w m LLmaJ 2 X 21" MAX D.L.O. WIDTH 23.88" MAX. FRAME WIDTH RSL LITE FRAME U O n (V �I+ yy Ln ✓�U M n is T m •` CIE Z i\Y �o�rn ` 0 a U 2 L O J 4 t r. U` a maa [ 6 Z u' 2 Li o° � a #6 X 1-3/4" PPH SMS to 1 1.44" 3A RSL L1fE FRAME X 1-3/N' PPH SMS #8 X 1-1/7' PPH SMS #6 X 1-3/4" PPH SMS GLASS BITE 3/8" � 3/8" GLASS BITE INTERIOR 1 /7' OVERALL GLASS THK. INTERIOR 1 /T OVERALL GLASS THK. 1 /8" TEMPERED GLASS 1 /8" TEMPERED GLASS AIR SPACE AIR SPACE P7 1/8"TEMPERED GLASS EXTERIOR ALUMINUM SPACER READI-SEAL GLAZING COMPOUND HOT BUTYL SEALANT (ADCO) —v EXTERIOR 1 /8" TEMPERED GLASS METAL SPACER U O �i zo w� 0 > o � m aSW DOa � U � D: 0 0 a a U gA DATE: 10/08/14 scALE: N.T.S. GT GLAZING DETAIL G4 GLAZING DETAIL DWG. BY: JK CHK. BY: LFS DRAWING NO, FL-17347.1 SHEET 3 OF 13 '''fff1f11 111\`\ 00 N m Z a Z O Z U g c0 C W \\V N 6 a n0 S°rm 4 O E oZ �aa 4 6 7 4 7 5 4 7 5 8 8 10 10 8 10 8 10 8 X10 8 10 4 4 f 4 Y 4 5 1 v 5 5 IV, 5 6 7 6 7 6 7 6 7 6 7 0 Z 0IKE n m dm N N 1 3 o 1 6 6 6 0 Q 6 1 3 3 a a X o s 7 X o 2 0 7 7 Y�m 7 $ 6 8 5 8 3 1 8 3 � 8 10 ;d 7 7 8 10 5 5 10 5 10 R Z 3 W W LD 10 D 4 2 10 D 4 44oR t 10 1 2 3 5 1 2 3 49 9 9 9 9 9 9 9 w ELEVATION ELEVATION ELEVATION x xO i Ox ox0 o � a 0 N -0 DATE: 10108114 SCALE: N.T.S. DWG. BY: JK OHK. SY: LFS DRAWING NO.: FL-17347.1 SHEET 4 OF 13 4 4 O 1 �X o 5 g 5 s O 4 5 4 D G INTERIOR SEE NOTE 1 EXTERIOR 1 HORIZONTAL CROSS SECTION $ ut ng s own In ng similar Back to Back Jambs NOTE: 1. Spacing for item L• &' from each end and 3 more equally spaced along sidelite jamb 15 total). SEE NOTE 1 u f p 5 HORIZONTAL CROSS SECTION $ Outswing shown I, ng slml ar 2X Jamb Reinforcement INTERIOR EXTERIOR SEE NOTE 1 2 HORIZONTAL CROSS SECTION $ Outswin sown Insvnng slm arr Back to Back Jambs INTERIOR EXTERIOR INTERIOR 12 SEE NOTE 1 EXTERIOR HORIZONTAL CROSS SECTION $ Outswing s own (Inswing similar 2X Jamb Reinfomementt 3�� NORIIONTAL CROSS SEC11ON Ou s ng s own ns ng s m ar 1X Jamb Reinforc nT Y9 SEE NOTE 1 4 HORIZONTAL CROSS SECTION $ Outsmn shown IruwingSimiar 1 X Jamb Reinforcement `\ I �U y �M�SXIL! p JJ �m �' 001 i�• I / O \ :Om P 11, 111111\ \\ 0 N Z it v z Z U N m0 E. 9 d o a a Ne maam A 6 i v? w C1� S 3`d Lit o_ In z°oo z Qo Q:W 0 as m Ncn io am 0: 0 0 a o. DATE: 10 08/ 14 SCALE: N.T.S. DWG. IN: JK GHK. W. LFS DRAWING NO.: FL-17347.1 SHEET 5 OF 13 0.1 S' C-SINK (TYP) 1-1/4" MIN. EMB. I L 4O (TYP.) 1 HORIZONTAL CROSS SECTION 6 Outswing shown Inswing similar) NOTE: 1. Spacing for item L: 6" from each end and 3 more equally spaced along sidelite jamb (5 total). 2. Spacing for item L @ head & sill: 6" from each end, I 0.1 S' C-SINK centerline, 2 additional at 3" & 4.5" from end (TYP) adjacent to door. SEE NOTE 1 1 L ) EXTERIOR 1-1/4" MIN. EMB. (TYP.) D p: "o 2 HORIZONTAL CROSS SECTION 6 ovtswing shown (Inswing similar) IJ I r_ I 1-1/4" MIN. r HORIZONTAL CROSS SECTION EMB. (TYP.) 6 u sw ng shown Inswing similar) WA M 1500 FA A� . .� �. R a = �U N y m i Z cz 00 1\IA` SO d 2 m o Z U C W 5 L m m R R li _ \7 a� o Z / C � oZ c w Iv1� S �a 3 Y �U On 6a Ov) O r `�dZ J O m Z LlLD W ~U U aW NVW EXTERIOR LZ INTERIOR !2 m oLn �t o U x 0 U 4 VERTICAL CROSS SECTION a 6 Outswing shown (Inswing similar) Y Y } �m v - n o v y N N L Z d 5'� II N n � p ' Z SEE NOTE 2 L SO z N � GATE: I0/08/14 SCAM N.T.S. INTERIOR EXTERIOR 0 owc. BY: JK cHK. rn: LFS �51 VERTICAL CROSS SECTION DRAWING Ho.: 6 OuWng shown (Inswing similar) FL-17347.1 SHEET 6 or 13 G� z a f s 2 I 1-1/4" MIN. (111 U 40 .1 nv. i EMB. (TYP.) 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 7Shown w X su uc c 7 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) Outswing shown (Inswing similar) NOTE: 1. Spacing for item L: 6" from each end and 3 more equaly spaced along sidelite jamb (5 total). 2. Spacing for item L 0 head & sill: 6" from each end, 1 @ centerline, 2 additional at 3" & 4.5" from end adjacent to door. SEE NOTE 1 1-1/4" MIN._ EMB. (TYP.) 30HORIZONTAL CROSS SECTION k.7 Shown w/ I sub -buck Outswing shown (Inswing similar) EXTERIOR INTERIOR r4_'� VERTICAL CROSS SECTION 7 ck Outswing shown (Inswing similar) SEE NOTE 2 S" i �.. < c N n , � rn m U N Z d I� v D (7 Q z e 2 m U � S < 0 m ^� N O 0 0. mO a Na D:a� 0 E 9z D. S -L-. a Y Um io M m ¢� g w Zw On am V FI � ON � o =o o U ---.ME�� KTERIOR rim INTERIOR K51 VERTICAL CROSS SECTION 7 Shown w/1Xsub-buck Outswing shown (Inswing simlar) Z C' SCALE: N.T.S. DWG. BY: JK CHK. BY-. LFS DRAWING NO.; FL-17347.1 SHEET _L OF 13 C F z I 1-1/R.MIN. r EMB. (TYP.) I HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing shown (Inswing similar) NOTE: 1. Spacing for item L: 6" from each end and 3 more equally spaced along sidelite jamb (5 total). 2. Spacing for item L @ head & sill: 6" from each end, 1 centerline, 2 additional at 3" & 4.5' from end adjacent to door. 1-1/4"MIN.�� EMB. (TYP.) %21 HORIZONTAL CROSS SEC77ON Shown Direct to Masonry Outswing shown (Inswing simlar) ten,.. r � . I., 3 HORIZONTAL CROSS SECTION g Shown Direct to Masonry Outswing shown (Inswing similar) EXTERIOR J" INTERIOR 4 VERTICAL CROSS SECTION g Shown Direct to Masonry Outswing shown (in ng similar) 2 SEE NOTE 2 50 EXTERIOR INTERIOR %5-'� VERTICAL CROSS SECTION kg JShown Direct to Masonry Outswing shown (Inswing similar) Di m n °um �/ �N� J O m • . • \\ i0 ^ \\ m 0 0 2 2i III, \ N o �drm maaW ~ LL C d E 0 W o '-a V� oZ U0 ¢� UO zoo fa- Ky 8 05 et �U W JO am < Zv> t j oZ O N� H �U Z a a a Ow f j✓ 71 �m 5cALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING No.: FL-1734 7.1 SHEET $ OF 13 INTERIOR K11>Y11� EXTERIOR Z / U \ AU A* Z i ^- w D 1 VERTICAL CROSS SECTION q Inswmg s I CUWd lla M,��i _m .}, 4 VERTICAL CROSS SECTION q Inswing sill INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION q utswing sill J Inswing sill r3-'\ VERTICAL CROSS SECTION q AOA Sill NOTE: 1. Spacing for Item L @ head & sill: G' from each end, 1 @ centerline, 2 additional at T' & 4.5' from end adjacent to door. E: 10 08/14 LE: N.T.S. BY: JK BY. LFS WING NO.: FL-17347.1 U _�L or 13 z i z 1.s" i MAX. 1.25" M MIN. P Z a ls' != MAX. m z' MIN. CE EXTERIOR INTERIOR EXTERIOR W INTERIOR 6 VERTICAL CROSS SECTION r_71 VERTICAL CROSS SECTION 10 Shown Direct to Masonry j Q Shown Direct to Masonry Outswing only w/ 4-9/16' jamb Outswing only w/ 6-9/16' jamb NOTE: Single door only (N/A W/ Sidelites) ].Spacing for item L: 6" from each end and 3 more equally spaced along sidelite jamb (5 total). 2.Spacing for Item L @ head & sill: 6" from each end, 1 rPJ centerline, 2 additional at 3" & 4.5' from end adjacent to door. z_ it INTERI Dp � 4O 1-1/4" MIN. EMB. (TYP.) 40 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 10 Shown Direct to Masonry 0 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb Outswing only w/ 4-9/16' jamb Single door only (N/A W/ Sidelites) Single door only (N/A W/ Sidelites) z 1.5" MAX. m 7' w MIN. SEE NOTE 2 EXTERIOR INT ERIOR 8 VERTICAL CROSS SEC110N 10 Shown Direct to Masonry Outswing only w/ 6-9/16' Jamb 'S �< �VIi z EXTERIOR v v v SEE NOTE 1 1-1/4" MIN. EMB. (TYP.) �1 HORIZONTAL CROSS SECTION j Q Shown Direct to Masonry Outswing only w/ 6-9/16' jamb 1-1 /4" MIN. EMB. (TYP.) 331 HORIZONTAL CROSS SECTION j�Shown Direct to Masonry Outswing only w/ 6-9/16'jamb INTEND EXTERIC r:mu. I n r.1 SCALE: N.T.S. HORIZONTAL CROSS SECTION owc. JK 10 Shown Direct to Masonry cHK. ev: LFS Outswing only w/ 6-9/16'jamb DRAWMG NO.: FL-17347.1 SHEET 1O OF 73 q^ q„ MULLION 7. (7P.) f D D D 2X BUCK (TYP HEAD JAMBS HEAD &JAMBS HEAD & JAMBS DP,) (TYP.) (TYP.) MULLION 7 (TYP.) I I a G 0 MASONRY (TYP.) x xoiox oxo 2X BUCK ANCHORING zr 0OAQ J%%." O n °D z° f. C) N v ❑ 0ZQ q e m U R Ern ❑ o L ❑ J C W (TYP.) �(1 u o 4 t m a mDG� 4 �o W Z� O Ocn 2 dm N Y U U m K � a O a DATE 10/08/ 14 = SCALE: N.T.S. DWG. BY: JK CHK. Rr: LFS 3 DRAWING NO.: FL-17347.1 C SHEET 111 OF 13 49/16" JAMB P DIRECT TO MASONRY JAMB (TYF (SEE SHEET 10) 6" (TYP.) I �� 1 ID 2X BUCK ` IXBUCK o DIRECT TO — MASONRY HEAD &JAMBS (TYP.) M 9/16" JAMB N 6-9/16"JAMB_ DI TO MASONRY JAMB (TYP.) F (SEE SHEET 10) �? O FRAME ADA SILL ONLY I. (TYP.) i x 3" (TYP.) 6 (TYP.) 4" (TYP.) -ilF 1 1 I I I I — t 6-9/16"U L 2X BUCK — JAMB F 1 X BUCK DIRECT TO DIRECT TO D MASONRY — MASONRY JAMB (TYP.) — HEAD & JAMBS (SEE SHEET 10) (TYP-) BACK-TO-BACK JAMBS L W/REINF. SILL (TYP.) (TYP.) —ADA SILL I SILL (TYP.) D D x0 i ox III 3" (TYP.J II L 2X BUCK 11 II I 6-9/16" N _ JAMB ;o F F 1 X BUCK j BACK-TO-BACK DIRECT TO DIRECT TO JAMBS MASONRY — D MASONRY — L wl REINF. JAMB (TYP.) HEAD & JAMBS (TYP.) (SEE SHEET 10) (TYP.) SILL (TYP.) _ ADA SILL I SILL (TYP.) O D D ox0 FRAME ANCHORING r a O 0*2X m o DIRECT TO MMASONRY 1XBUCK LI BUCK 62XREINF. LATCH AND DEADBOLT DETAILS 0 -O PO DIRECT MASONRY RY %ml�12X 1XBUCK 2XBUCK REINF. Z IT i�Y• i �;n ::yj�� Q c`10 ai♦� N10 In O In 2 m 0 U O Z Q C N LO J m C W LL V/ Maj L m m D. D. a c d c z u c 4i o �a ofUJ UO ? O 2Q =0 Ky y U W ON N ¢cr O O @S SEE HINGE 10, DETAIL 1 D- G- HINGE DETAIL 1 T • DIRECT TO MASONRY G IX BUCK co; 6. SEE HINGE DETAIL 2 L 2X BUCK 0 9M 2X REINF. 1 1 9 HINGE DETAIL 2 HINGE JAMB HARDWARE DETAILS SCALE: N.T.S. DWG. BY: X CHK. BY: LFS DRAWING NO.: FL-1 7347.1 SHEET 12 OF 13 BILL OF MATERIALS ITEM R DESCRIPTION MATERIAL A 1 X BUCK (G >= 0.42) WOOD B 2X BUCK (G >= 0.42) WOOD C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL G 3/16"x3-1/4"PFH ITW CONCRETE SCREW STEEL I I /4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL J # 10 X 7' PFH WOOD SCREW STEEL L # 10 X 2-1 /7' PFH WOOD SCREW (1.15" MIN. EMB.) STEEL M 3/16" X 2-1/4" TTW CONCRETE SCREW STEEL N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL P 1 /4" X 2-1 /4" PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP. 4 IX REINFORCEMENT (G>=0.55) WOOD 5 2XREINFORCEMENT (G>=0.55) WOOD 6 DOOR SWEEP PVC 7 WEATHERSTRIP (ENDURA FORCE 5) FOAM 9 #9 x 3/4" PFH WOOD SCREW STEEL 11 4" X 4" HINGE STEEL 12 LATCH STRIKE PLATE STEEL 13 DEADBOLT STRIKE PLATE STEEL 20 INSWING THRESHOLD ALUM/COMP 21 INSWING THRESHOLD W/ SIDELITE ADAPTER ALUM/COMP 22 OUTSWING THRESHOLD ALUM/COMP 23 OUTSWING THRESHOLD W/ SIDELITE ADAPTER ALUM/COMP 24 ADA THRESHOLD ALUM 25 OUTSWING THRESHOLD ALUM/COMP 26 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL 50 SIDELITE PANEL CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge dstance to modarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR `MIN. - MIN CLEARANCE MIN. CLEARANCE: LYPE SIZE EMBEDMEM TO MASONRY TO ADJACENT - ` EDGE ANCHORi ITW BUILDEX 3/16" 1.1/4" 3" 1-1 ' TAPCON® 1 4" 1-1/4" 2" 4" ELCO ULTRACON® 1/4" 1-1/4" 1" 4" WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/B" edge distance, 1"end distance, 6 I" o.c. spacing of wood screws to prevent the splitting of wood. 4.56" Cli ' -1 = a po * 0_z" I�2.44" 2.13"� POLY FIBER JAMB ''JZIIIIII I I NL a``` zo ro m 0 0 Z ima a m c a14 5 ac a m a a i E* 4 0 i v° z F— 4.58' T 4.56" o caa IN' NG THRESHOLD Endwa (Z-Series)'• r— 2 1" 24 —{ ADA THRESHOLD o N T I SIDELITE DLP Zo Q� I} ADAPTER oV) wz aN �a rn n m < � dl o 'm 4.56' 0I a a a 21 fNSWING THRESHOLD w SIDELLTE ADAPTER 4.56" —I Endura (Z-Series) OUTSWING THRESHOLD Endwa (Z-Series) 4.56" SIDELITE In e ADAPTER < 00 N N � O En W W x e € c Z5 OIRSWING THRESHOLD o 00 DLP I I a Imo— 4.56" in o o 2.17' �,s OUTSWING THRESHOLD w/ SIDELITE ADAPTER `�f Endura (Z-Series) ^pa N O 4.57' tmlnz� DATE: 10 08 14 II I SCALE: N.T.S. in h� 4.57" ►I DWG. BY: JK Cl! C.. BY: LFS 27 INSWING THRESHOLD w SIDEUTE ADAPTER '%SWING THRESHOLD DRAWNG NO.: DLP DLP FL-17347.1 SHEET 13 OF 13 Revision ❑ F,,; City of Sanford Response to Comments, /�Y ``�• J 'S ,t Building & Fire Prevention Division FE I' Ph: 407.688.5150 Fax: 407.688.5152 ,( 5 20j$ E. ' Email: building@sanfordfl.gov u Permit # I r 403 Submittal Date 0 d J Project Address: 3 0 3 Contact: Ph: Fax: Email: f IU(Yl �nn�ai'�nS e- C�v ✓v-, Trades encompassed in revision: General description of revision: ❑ Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ Building ROUTING INFORMATION Approvals 2•12•too rSXNFORD • PLAN REVIEW COMMENTS Building & Fire Prevention Division Application Number: 18-403 Date: 02/01/2018 Project Description: Door - Replacement Contact Name: Salvatore Palmieri Job Address: 303 Plumtree Court Contact Email: homerenovationsl(&vahoo.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. Please submit two (2) copies of Florida Product Approval and corresponding installation instructions for the doors that will be installed. Product Approval must be approved under the current Code Version — 2017. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner REQUMEID INSPECTION SEQUENCE TRTp £ . on, - 1 _ -r MRIM Max IC®sectll®n IIDescIl-Il d7t®n. Footer / Setback Sfemwall Foundation / Form Board. Survey Slab /Mono Slab Prepour Lintel / Tie Beam / FilI / Down Cell Sheathing— Walls- Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building - Final Door Final Window Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final. Building. Other REVISED: June 2914 1��,��9'U�1L�;QI�lEQS16rll`ll:•Q; _.... -._ Min Max Yp �c llon Dese n2 fllon Electric. Underground Footer / Slab Steel Bond - Electric Rough T.U.G. Pre -Power Final Electric Final d$ �7 Fa7lV R, kr'• 1. i �c.., . „�Y 4. : EMIR, Maxl[ffiaecdon ][Descri2ition ~ Mft, Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Min I Ma min I Mays Mechanical Roug Mechanical. Final. Gas Unde Gas Roug Gas Final