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2323 Barefoot Tr RES21-0246 2 DoorsOWNER:ADDRESS:CITY:STATE:ZIP: TUFTS STEVEN D 2323 BAREFOOT TRACE ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: DREAM DOORS, INC.5220-201 SHAD RD JACKSONVILLE FL 32257 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169463 0620 OCEANWALK UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 2323 BAREFOOT TRACE RESIDENTIAL WINDOWS/DOORS 2 DOORS $10780.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $105.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $52.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.36 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $161.86 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 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. 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. 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. 1 of 2Issued Date: 8/10/2021 PERMIT NUMBER RES21-0246 ISSUED: 8/10/2021 EXPIRES: 2/6/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 8/10/2021 PERMIT NUMBER RES21-0246 ISSUED: 8/10/2021 EXPIRES: 2/6/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION RES21-0246 82 1/2" MAX FRAME HEIGHT 25" MAX D.L.0. FIXED 1< 1 1 1 ACTIVE DESIGN PRESSURE RATING +70.OPSF 1 71 1/4" MAX FRAME WIDTH 43 8 ef* OUT-SWING ENTRANCE DOUBLE DOOR (SLPS) W/ SIDELITES FIBERGLASS CLAD EXTERIOR VIEW MISSILE LEVEL D, WIND ZONE 4 SHEET NO. 1, 2 3, 4 5-9 1 145 3/4" MAX O.A. WIDTH 1 INACTIVE 1 1 36 5/8" MAX FRAME WIDTH ELEVATION AND NOTES INSTALLATION DETAILS h IMPACT RATING LARGE AND SMALL MISSILE IMPACT TABLE OF CONTENTS ANCHORING LAYOUTS FIXED DESCRIPTION 63" MAX D.L.0. . DRAWN: V.L. 10) 11) REV A B DESCRIPTION ADDED EDGE DISTANCES REVISIONS REVISED SIDELITE INSTALLATION DETAILS DATE 05/14/15 R.L APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. WOOD FRAMING OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) 1 X BUCK OVER MASONRY/CONCRETE IS OPTIOINAL. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 5) UNITS MUST BE GLAZED PER ASTM E1300-04. SEE SHEET 5 FOR GLAZING DETAIL. 6) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANICHOR CALCULATIONS. 7) FRAME JAMB AND HEAD MATERIAL: CO-EXTRUDED PVC FOAM. 8) FRAME SILL MATERIAL: CO-EXTRUDED PVC FOAM WITH ALUMINUM CLADDING. 9) DOOR PANEL SIDELITE MATERIAL: FIBERGLASS SKIN WITH PVC FOAM TOP AND BOTTOM RAILS, AND PVC FOAM VERTICAL STILES WITH PINE REINFORCEMENTS AND POLYURETHANE FOAM CORE. HINGE LOCATION: 9", 40 7/8" AND 72 1/2" FROM BOTTOMI. MAX PANEL SIZE: 34 1/2" X 80 5/16" NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 OUT-SWING ENTRANCE DOOR (SLPS) W/ & W/0 SIDELITES FIBERGLASS CLAD ELEVATION AND NOTES DWG NO.REV B 11/05/14 R.L SCALE NTS DATE 01/07/13 08-01888 SHEET 1 OF 9 SIGNED: 05/14/2015 ·#12 ·<>GEN;' ·ld:&-6, : E2 *:.710,6251, .*= 51'*. STATE OF-·4753*25* //0/1111\\\\\\ . 82 1/2" 82 1/2"1< 36 5/8 \ 1 SINGLE (X) EXTERIOR VIEW 1 1 ACTIVE 1 ACT/Vt, 71 1/4" ,1'NACTIVE 1 DOUBLE (XX) EXTERIOR VIEW 1 ACTIVE 73 7/8 FIXED SINGLE W/SIDELITE (XO, OX) EXTERIOR VIEW ACTIVE 108 1/2" 1 ,'INACTIVE \ FIXED 111 1/8 1 1 ACTIVk 1 SINGLE W/SIDELITES (OXO) EXTERIOR VIEW FIXED DOUBLE W/SIDELITE (XXO, 0XX) EXTERIOR VIEW FIXED DRAWN: V.L. REV A B DESCRIPTION ADDED EDGE DISTANCES REVISIONS REVISED SIDELITE INSTALLATION DETAILS NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 SCALE NTS OUT-SWING ENTRANCE DOOR (SLPS) W/ & W/0 SIDELITES FIBERGLASS CLAD APPROVED ELEVATIONS DWG NO. DATE 01/07/13 08-01888 SHEET 2 OF 9 REV B DATE 11/05/14 05/14/15 R.L R.L APPROVED SIGNED: 05/14/2015 f»Rer':6 Sm : STAT OF 67:=50 .A .47-/.-*>*:LOR\Ot'*+42,%/fe/6;vicia.Flit./4///1111\\\\\\ r. 0 MAX I 8" MAX 4" MAX MAX 9" MAX £ MAX - - 1€/5. 1 - MAX ANCHORING LAYOUT 4" MAX MAX 19" MAX O.C. 11 3" MAX 0 0 8" MAX 4" MAX _2 1/2" MAX. 19" MAX O.C. MAX 9" MAX -f- 18 5/8" MAX 2) 4" E MAX MAX MAX A. E Lx DRAWN: V.L. REV A DESCRIPTION ADDED EDGE DISTANCES REVISIONS REVISED SIDELITE INSTALLATION DETAILS ANCHORING NOTES: DATE 11/05/14 05/14/15 R.L R.L APPROVED 1) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1 /4". FOR ANCHORING INTO MIASONRY/CONCRETE USE 3/16" TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ANCHORING LAYOUT AND INSTALLATION DETAILS. 3) FOR ANCHORING INTO 2X BUCK OR WOOD FRAMING USE #10 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ANCHORING LAYOUT AND INSTALLATION DETAILS. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 SCALE NTS B OUT-SWING ENTRANCE DOOR (SLPS) W/ & W/0 SIDELITES FIBERGLASS CLAD ANCHORING LAYOUT DWG NO. DATE 01/07/13 08-01888 SHEET 3 OF 9 REV B SIGNED: 05/14/2015 23«"8.1.:1&/839/2.„62 ·>0 E N:21 .S*:06251 '·*218?6'**t;Efts 3*25* //0/1111\\\\\\ - - 5.-1 1- 61 11 11]94. - 18 5/8" MAX.O.C. - r. 18 5/8" MAX. 0. C. 8" -rn . 1- 4" e -1- 4" e1]»-»t 1 2-T 19"19" MAX. O.C.MAX. 0. C. 01 0 el r. - 7- D -4 5. ry ." 9. ANCHORING LAYOUT FOR OXO 34 5/8"A. 11 - 0 R. e -11- 5. ANCHORING LAYOUT FOR XX r, . A. -- 5" 5" - 1 . 18 5/8" MAX. O.C. 0 0 18 1/4" 34 5/8" 1- 0 4" D 1 1 11911 -11 - 19" MAX. O.C.MAX. O.C. 1 1 9 . .1 9" ANCHORING LAYOUT FOR OX AND XO ANCHORING LAYOUT FOR XXO AND 0XX A . 11 18 5/8"19" MAX. O.C.MAX. O.C. - 1 -2 1/2" --5. 9 n 19" vIAX. O.C. DRAWN: V.L. -- 2 1/2"REV 3 A ADDED EDGE DISTANCES 4 DESCRIPTION REVISIONS REVISED SIDELITE INSTALLATION DETAILS 18 5/8" MAX. O.C. 1-*- 1 -'.- 1 11- 0-1 DATE 11/05/14 05/14/15 ANCHORING LAYOUT FOR X NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 SCALE NTS OUT-SWING ENTRANCE DOOR (SLPS) W/ & W/0 SIDELITES FIBERGLASS CLAD ANCHORING LAYOUTS DWG NO. DATE 01/07/13 08-01888 SHEET 4 OF 9 REV B 5 R.L R.L APPROVED SIGNED: 05/14/2015 23«"8.1.:1&/839/2.„62 ·>0 E N,;:27 .S*:06251 '·*218?6'**t;Efts 3*25* //0/1111\\\\\\ INTERIOR KEEPER -- EXTERIOR INTERIOR KEEPER 7 EXTERIOR HEAD KEEPER DETAIL 0 [=1 FRAME SILL 5--7 FRAME HEAD OUTSWING DOOR SILL DETAIL SILL KEEPER DETAIL 5 27 / 32" 4 1 1 F #9 x 7/8"1/8" TEMP SCREW EXTERIOR #9 x 7/8" SCREW 1 5/8 1 /8" AN N .090 PVB BY DUPONT 1/8" ANN INTERIOR STAINLESS - STEEL SPACER SYSTEM -t»» 1' 1/2" BITE DOW 995 »»\\\1 GLAZING DETAIL #10 x 2" SMS-- #10 x 7/8" SMS-- #10 x 2" SMS - #10 x 7/8" SMS- JAMB -1 -0 LI Cf 1 GLAZING BEAD PANEL HINGE INSTALLATION DETAIL T #10 x 2.SMS HARDWARE SCHEDULE A. (3) 4" BUTT HINGE B. 2 POINT LOCK SYSTEM STAINLESS STEEL CONNECTION PLATE (8) #10X1" -SQUARE DRIVE SCREWS C. RIGID PVC ASTRAGAL WITH ALUMINUM REINFORCEMENT #10 X 1 1/2" SCREW LEFT FRAME DRAWN: V.L. REV A 3 DESCRIPTION ADDED EDGE DISTANCES 1( REVISIONS REVISED SIDELITE INSTALLATION DETAILS )0{ REV B DATE 11/05/14 05/14/15 MULLION COVER R.L R.L ALUMINUM MULLION #10X2-1/2" SQUARE DRIVE SCREWS SEE SHEET 3 FOR LOCATIONS 3 4 \ MULLION DETAIL -1' 13© 0 )0( FRAME CONNECTION DETAIL NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 SCALE NTS OUT \N / & -SWING ENTRANCE DOOR (SLPS) W/0 SIDELITES FIBERGLASS CLAD INSTALLATION DETAILS DWG NO. DATE 01/07/13 08-01888 SHEET 5 OF 9 APPROVED P RIGHT FRAME »0:0 E N4·3« c=·t *_ STAT OF 'Gr ..«to»fic=tr 4//// 111 \\\\\\ L SIGNED: 05/14/2015 MASONRY/ CONCRETE BY OTHERS 1 X BUCK -- OPTIONAL SEE SHEET 1 6 .4 f 2 1/2" MIN EDGE DISTANCE BACKER ROD -AND APPROVED SEALANT BY OTHERS SILL TO BE SET IN BED OF APPROVED SEALANT EXTERIOR MASONRY/' CONCRETE BY OTHERS -1 1, a 4 451 4 4 4 4 4...4 4 . .. I- 8 41_-3 2--J 3/16" TAPCON .4 7 * 3 53T« 24 <. Of .l 4 4 <J <J 4 2 1/2" MIN EDGE DISTANCE INTERIOR 3/16" TAPCON \4\\41. \\ \\ 4 4 <1 'Zt ' Z 4 1/4 MAX SHIM SPACE 1 1/4" MIN EMBEDMENT \ 0\ 1 1/4" MIN EMBEDMENT DOOR VERTICAL CROSS SECTION MASONRY/CONCRETE INSTALLATION INTERIOR EXTERIOR REV A 1 /4" MAX SHIM SPACE --1-i__)-- 44.. :#- . ... .CZE MASONRY/CONCRETE INSTALLATION B ADDED EDGE DISTANCES DOOR HORIZONTAL CROSS SECTION q DESCRIPTION REVISIONS REVISED SIDELITE INSTALLATION DETAILS 9 g /1 V 9 17 REV B DATE 11/05/14 05/14/15 1 1 /4" MIN EMBEDMENT 2 1/2" MIN. EDGE DISTANCE 3/16" TAPCON 1 X BUCK OPTIONAL SEE SHEET 1 BACKER ROD AND APPROVED SEALANT BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN: V.L. NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 OUT-SWING ENTRANCE DOOR (SLPS) W/ & W/0 SIDELITES FIBERGLASS CLAD INSTALLATION DETAILS SCALE NTS DWG NO. DATE 01/07/13 08-01888 SHEET 6 OF 9 MASONRY/CONCRETE BY OTHERS R.L R.L APPROVED SIGNED: 05/14/2015 %445£*»22 50 ./4 .4,.0<5**SOR\OF.'*#-2 =47$/ONAL >>.//0/1111\\\\\\ #10 x 2 1/2 SCREWS LOCATED 6" FROM EACH CORNER AND AT PANEL CENTER 2 1/2" MIN EDGE DISTANCE BY OTHERS ». 1 X BUCK -4 a . 2 OPTIONAL X 3 SEE SHEET 1 1- BACKER ROD -AND APPROVED SEALANT BY OTHERS EXTERIOR 4 A Z . <1 t» 8 /27 <L__5 L__5 .. V 4. . 4 4: INTERIOR #10 x 2 1/2" SCREWS -» LOCATED 6" FROM EACH CORNER .. AND AT PANEL CENTER 4 4 SILL TO BE SET - \ IN BED OF \8.' 'li. _%1» ·I APPROVED \ SEALANT Ii-/ITI-B- .4 MASONRY/CONCRETE BY OTHERS 4 14 <3 4 . 4 4 1 4 6 1 4 4 1/4 MAX SHIM SPACE 3/16" TAPCON 2 1/2" MIN. EDGE DISTANCE SIDELITE VERTICAL CROSS SECTION MASONRY/CONCRETE INSTALLATION 1 1/4" MIN EMBEDMENT 3/16" TAPCON 1 'O% 'O,%0% \ 4 -7- 1 1/4" MIN. EMBEDMENT 4 Zl + INTERIOR #10 x 2 1/2 SCREWS LOCATED 4" FROM EACH CORNER AND 21" MAX. O.C. THEREAFTER : XI REV A B DESCRIPTION ADDED EDGE DISTANCES V 7 REVISIONS REVISED SIDELITE INSTALLATION DETAILS 1/4" MAX SHIM SPACE EXTERIOR SIDELITE HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION On -E . 9 ,l,M,!,!lilli!11!, 9 7 9 9 9 99 7 . NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN: V.L. 9 . REV B 1 1/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE DATE 11/05/14 05/14/15 3/16" TAPCON R.L R.L MASONRY/CONCRETE BY OTHERS 1 X BUCK OPTIONAL SEE SHEET 1 BACKER ROD AND APPROVED SEALANT BY OTHERS NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 SCALE NTS OUT \N / & -SWING ENTRANCE DOOR (SLPS) W/0 SIDELITES FIBERGLASS CLAD INSTALLATION DETAILS DWG NO. DATE 01/07/13 08-01888 SHEET 7 OF 9 APPROVED SIGNED: 05/14/2015 4\\Al.lil/4/4...:R.<>.C:44.:cp,46 1 *7%*?Grkii -%<1£;93>*f 4//// 111\\\\\\ BACKER ROD AND APPROVED SEALANT BY OTHERS #10 WOOD SCREW SILL TO BE SET IN BED OF APPROVED SEALANT EXTERIOR ) NCI, -1 1/2" MIN. EDGE DISTANCE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED *1 3/8" MIN. EMBEDMENT1 :/55. -4I /4- __21__------------ =/ 1 1/4" MAX. SHIM SPACE .4 4. 4 4 11 IL=2=3*77.'r vr.·.· · · t /0/ /4//4/11 11 1 / / t-* 1 ,/I 11".' INTERIOR - 410 \NOOD SCREW 0-0 E-7 \\ \\ \\ \ /Oto' 2," 'H /i,4 /0% /02 0//5/ »/ / ///54, ff 111 %1 It 11 1 1 11 1 3/8" MIN. EMBEDMENT DOOR VERTICAL CROSS SECTION 2X BUCK/WOOD FRAMING INSTALLATION 111*11*11*11*11*11*11* INTERIOR EXTERIOR REV 1/4" MAX SHIM SPACE DOOR HORIZONTAL CROSS SECTION 2X BUCK/WOOD FRAMING INSTALLATION 1 3/8" MIN EMBEDMENT 11/05/14 R.L t>#10 WOOD SCREW 1/2" MIN. EDGE DISTANCE DRAWN: V.L. OUT \N / & SCALE NTS B NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 A DESCRIPTION ADDED EDGE DISTANCES REVISIONS REVISED SIDELITE IINSTALLATION DETAILS I. 1 0,- 85 1 DATE R.L BACKER ROD AND APPROVED SEALANT BY OTHERS NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 -SWING ENTRANCE DOOR (SLPS) W/0 SIDELITES FIBERGLASS CLAD INSTALLATION DETAILS DWG NO.REV B 05/14/15 APPROVED 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED DATE 01/07/13 08-01888 SHEET 8 OF 9 SIGNED: 05/14/2015 .r«Ul:Aij:iligi..... ·:R·<>GEN;.·15)'56. 4.. SZ * 0 010.,5251 *SS»'94**grfs= '064.OR\OF**·; =47$/ONAL >>.//0/1111\\\\\\ 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED BACKER ROD AND APPROVED SEALANT BY OTHERS #10 x 2 1/2" SCREWS LOCATED 6" FROM EACH CORNER AND AT PANEL CENTER EXTERIOR #10 x 2 1/2" SCREWS LOCATED 6" FROM EACH CORNER AND AT PANEL CENTER ) >)Oil -1 //5-1 # / 3><C */ //™---LE// +t - L___3 <1_3 ,. 4, V 4 « 3%5 r 4. 1/2" MIN. EDGE DISTANCE 1 3/8 " MIN. EMBEDMENT 1/4" MAX. SHIM SPACE X INTERIOR #10 WOOD SCREW #10 WOOD SCREW 4 1 2 .4 SILL TO BE SET -1 IN BED OF 0 1 '-1 i[LL /0, /0/ /0, / /APSPERA /L] 6 11 11 il 11 11 11 11 11 .»1.1 1 11 /2 44/ //'' It li // // //I / \11 11 11 11 #l 11 1111 1'*.1 1 11 11 ':i'It 1/2" MIN EDGE DISTANCE SIDELITE VERTICAL CROSS SECTION 2X BUCK/WOOD FRAMING INSTALLATION 1 3/8" MIN. EMBEDMENT INTERIOR #10 x 2 1/2" SCREWS LOCATED 4" FROM EACH CORNER AND 21" MAX. O.C. THEREAFTER 5 REV A B DESCRIPTION ADDED EDGE DISTANCES REVISIONS REVISED SIDELITE INSTALLATION DETAILS 1/4" MAX SHIM SPACE #10 WOODSCREW 7 /jj/j EXTERIOR \\ n #11*'A, . 1 <1 35 t»© SIDELITE HORIZONTAL CROSS SECTION 2X BUCK/WOOD FRAMING INSTALLATION 1 3/8" MIN. EMBEDMENT DATE 11/05/14 05/14/15 R.L R.L APPROVED 1/2" MIN. EDGE DISTANCE \ 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 1 1 11 1 ' -1< C NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN: V.L. BACKER ROD AND APPROVED SEALANT BY OTHERS NAN YA PLASTICS CORP. 8989 NORTH LOOP EAST HOUSTON, TX 77029 SCALE NTS OUT \N / & USA -SWING ENTRANCE DOOR (SLPS) W/0 SIDELITES FIBERGLASS CLAD INSTALLATION DETAILS DWG NO. DATE 01/07/13 08-01888 SHEET 9 OF 9 REV B SIGNED: 05/14/2015 4\\Al.lil/4/4...:S:t.<>.C:44.:cp'46 1 *7%*?Grkii -%<1£;93>*f 4//// 111\\\\\\