Loading...
1158 OCEAN BLVD - REVISION 11/28/17 CITY OF ATLANTIC BEACH r(M. �� NOV 2 8 2011 800 Seminole Road , Atlantic Beach,Florida 32233 'Se sliMIO. -41.i i ' REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 1 L Revision to PermitX Corrections to CommentsX Permit# /4c_c n - oO -(Z. Project Address (1 QC4Uk-") GL ) Contractor/Contact Name PN t CO1.. Sz(t.c,-c L0 Phone ctDz-i X19,-Li ib`-( Email /AJ to c aNS-rivo.c.-rl orJ c ypora3, Co Description of Proposed Revision/Corrections: Revision Review Fee D. $ O. •# — N EL..) AL-ti rUk?aL IosZ `io G'fz-A.vv �u?.tP L N5-w Pa-0pi tc--t APPR-004-1 s z.-MS v-cvt- 71 OtA> L Dcm I4-o zor rc/kt- In31N5u Ltv term t-ici-'J• Additional Increase in Building Value $ Additional S.F. By signing below,I Tzt-talcx.._. Kii.. L-r affirm the Revision is inclusive of the proposed changes. (printed name) 11 06 Ir? Signatu e of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved ,X Denied Not Applicable to Department Revision/Plan Review Comments 6-oa IaC 7 Ta ,p e- -up -37.10 cop; e S 9 pay Fe Depaftme`t Review Required: Building 141ng & Zoning Reviewed By Tree Administrator ��Ci Public Works Public Utilities / Q� /2—/— / 7 Public Safety J Date Fire Services POST FROM ABOVE. FASTEN TO FLOOR _\, BEAM w/ 2-CS16. �T FASTEN NEW 9.25" LVL TO EXISTING FLOOR EXISTING FLOOR BEAM w/ 3-ROWS OF BEAM TO REMAIN. 30" MAX. �i: 12d ® 6' O.C. (TYP.). iL -. L H l' 2E-4----'-‘ NEW 9.25" LVL SISTERED -i=ce EXISTING PIER TO TO EACH SIDE OF EXISTING PIER TO REMAIN AS IS. EXISTING FLOOR BEAM. ill P REMAIN AS IS. CONTRACTOR TO NOTCH H END OF BEAM AT PIER. .. ' i y 1• ,Al:f .' 1 ALTERNATE TO DETAIL 4/52.0 SK-2 ,.,���� ` R. N'-/r REVISION v: Luis A Pontigo PE BP# ACC /7 —d0Y2 ffi • DATE /2/ / / /7 . No J 311 I *1 NOV 2 7 2017 SIGNED m'Dv : - * �F T ( '�s� �. ; FL PE NO 53311 "-,,„`-:•49‘91 (,f/t_s P OFFICE COPY 'l''�4NN`3Aii'11,000- PROJECT 1158 OCEAN BLVD. ` Lou Pontigo and Associates , Inc . BUILDER AVID CONSTRUCTION 420 Osceola Avenue Jaz. Beach,Florida 32250 JOB NO. SHT.NO. PTDA-17-00358 Ph.242-0908 Fax.241-9557 FL:CA#8344 SC:CA#3579 DATE 11.2 7.1 K- I°7\--- 1 (--- .'""5 1a 2V ( 1....)(0 4 . .‘ ( REVT9101K 145 3/4" MAX O.A. WIDTH36 5/8" REV DESCRIPTION DATE APPROVED 71 1/4" MAX FRAME WIDTH MAX FRAME A ADDED EDGE DISTANCES 11/05/14 R.L WIDTH 25" MAX 0 REVISED SIDELRE INSTALLATION DETAILS 05/14/15 R.I, D.L.O. /_— ..........---.-- --- — l r --_- '— --__ / \ I NOTES: / \ / \ ; 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO / \ I 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 / \ 63" ARCHITECT OR ENGINEER OF RECORD. 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS 82 1/2" MAX NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED MAX ( 4 1 1)'1•0. COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE FRAME \ RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. HEIGHT \ /I1 4) APPROVED IMPACT PROTECTIVE SYSTEM 1S NOT REQUIRED FOR THIS \ 1 / PRODUCT IN WIND BORNE DEBRIS REGIONS. \ / 5) UNITS MUST BE GLAZED PER ASTM F1300-04. 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 ANCHOR CALCULATIONS. \\ / ( 7) FNAML: JAMU AND HEAD MATERIAL: CO—EXTRUDED PVC F OAM.FIXED ACTIVE '\ / INACTIVE FIXED 8) FRAME SILL MATERIAL: CO—EXTRUDED PVC FOAM WITH ALUMINUMII- 1 -.._,_n,-. . —— CLA IN G. 9) DOOR PANEL SIDELITE MATERIAL: FIBERGLASS SKIN WITH PVC FOAM TOP AND BOTTOM RAILS, AND PVC FOAM VERTICAL OUT-SWING ENTRANCE DOUBLE DOOR(SLPS) STILES WITH PINE REINFORCEMENTS AND POLYURETHANE FOAM CORE. W/SIDELITES FIBERGLASS CLAD 10) HINGE LOCATION: 9", 40 7/8" AND 72 1/2" FROM BOTFOM. EXTERIOR VIEW 11) MAX PANEL SIZE: 34 1/2" X 80 5/16" DESIGN PRESSURE RATING IMPACT RATING t70.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL 0,INWO ZONE 4 • OFFICE COPYSIGNED:05/14/2015 REVISION NAN YA 89 9`NORTIICioOPCORP. USA EAST \`\J`gRII`0 // / /) HOUSTON, TX 77029 "•••,,•�\CENZ9*.l % BP# /7 Gc OO Y2 TABLE OF CONTENTS W/ & W/O SIDEUOUT—SWING TESCE FIBERGLAR SS CLAD =.. . DATE ,2.4 / / (7 SHEET NO. DESCRIPTION ELEVATION AND NOTES TAT OF SIGNED my 1, 2 ELEVATION AND NOTES �� .. r•,".....:� ,( 3, 4 ANCHORING LAYOUTS V.L. awc 08-01888 RB /�'i1v:... 4..A�E: -. (((/// 5 — 9 INSTALLATION DETAILS SGLE NTS IDA1E 01/07/13 ISI'EET 1 OF 9 /77IIIII111" i T Ar REVISIONS r 36 5/8"-1 73 7/8" I 1 1 1 1/8" REV DESCRIPTION PATE 11/ APP D A ADDED EDGE DISTANCES 05/14 R.L ' N I B REVISED SIDEIITE INSTALLATION DETAILS 05/14/15 R.L qi i i i �„ i� „ i i 82 1/2" / / \ // , i •• / , ��//ACTIVE ,'ACTIVE i -FIXED ACTIVE\ I FIXED _/..___- 1 SINGLE(X) SINGLE W/SIDEL(TE(XO,OX) SINGLE W/SIDELITES(OXO) EXTERIOR VIEW EXTERIOR VIEW EXTERIOR VIEW I71 1/4" — _I I- 108 1/2" - I �� f -- 4- i " , \ „ , , „ , \ , . , , „ , \ 82 1/2" K, ^� 1 �/ �0 ,� � J / •5 / \ / \ i �\ / i \ / \ / \ / ' / ACTIVE'\ *ACTIVE 1 ' ACTII>'g ,INACTIVE i FIXED _DOUBLE(XX) DOUBLE W/SIDELITE_(XXO,OXX) EXTERIOR VIEW EXTERIOR VIEW SIGNED:05/14/2015 NAN Y ORHICOC USA \ RC 8989 NORTH LOOP ` • 09HOUSTON, TX 77029 NEN • , 00' ,�` • OUT-SWING ENTRANCE DOOR (SLPS) *• N0 8 W/ & W/O SIDELITES FIBERGLASS CLAD ��k �� APPROVED ELEVATIONS �; $TATE OF_;tv� DRAWN: DNC NO. REV -••.0 V.L. 08-01888 B :/esS 0R1v*Ck 1` / SCALE NTS Iwre 01/07/13 1'a'2 OF 9 77/o1111AI110. T Nir REVISIONS REV DESCRINION DATE APPROVED 8" MAX - 8" MAX A ADDED EDGE DISTANCES 11/05/14 R.L I S" q" MAX 4" MAXp REISED SIDELITE INSTALLATION DETAILS 05/14/15 RRL.X i::E4MAX I M4. AX MAX _ _ 3" MAX _ _ T'X. _----T _ ANCHORING NOTES: I) SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD 19" I9" in 5/8" BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER MAX MAX MAX OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". O.C. 0.C. O.C. 2) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCON OF ` j _ INTOSUFFICIENT SUBSTRANE.TLOCATEGTH TO CHIEVE A ANCHORS IAS/4"SHOWN IMUM 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 I 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, - - r .... TYPE 1 (OR GREATER). 4- 4" I MAX L 5" 5MAX 5" 5. ft- 6" MAX _ L-MAX MAX MAX 9" MAX ------ 9" MAX ANCHORING LAYOUT SIGNED:05/14/2015 NAN YA 8989 PLASTICS ASNORII(LOOPCORP. USA `EAST \`Oomits/ii, • /, , HOUSTON, TX 77029 `v•'�C• ENs•�'9s+�;; OUT-SWING ENTRANCE DOOR (SLPS) *•40(25Z.,:4*-::: W/ & W/O SIDEUTES FIBERGLASS CLAD i,�qqi: ANCHORING LAYOUT X13T OF•�` DRAWN: DWG NO. REV #et,•'�•4ORIOr(3.��.` V.L. c DATE 08-01888 XB ��.0-"s96411. 1�0 NTS 01/0713 I 3 OF 9 T lir -- 8" -- - 8" -- PENSIONS 34 5/8" 4" REV DESCRIPTION DME APPROVED f" 4" 4" e" 2 1/2" 5" --r-1---- A ADDED EDGE DISTANCES 11/05/14 R.L 4 --I_— _-_ - -I 4„ --_—_--.----.-____.._____.. r � B REVISED SIDELRE INSTALLATION DETAILS 05/14/15 R.L - - 1858 . 19” 19 1858 3" � 19" 19" MAX. O.C. MAX. O.C. MAX. O.C. MAX. O.C. MAX. O.0 MAX. O.C. 5" y I I 1 I1-- 5" i„---1— _____________ 18 5/8" MAX. 0.C. T0. 6" --I 1- —L.45„ 5„ -I I- s" 16" 5" -I 5" I- •-"-11 1-. --I 6" 9" 9 I R /I 4" Y --I ANCHORING LAYOUT FOR OXO ANCHORING LAYOUT FOR XXO AND OXX 34 5/8" — 4" r r / 8" r2 12" I I ' 1— I 3,]T- - —� ' 6-'1 1--- —I I_ 6" 18 5/8" 18 5/8" 19" 19" MAX. 0.C. MAX. O.C. MAX. o.c. AX. O.C. ANCHORING LAYOUT FOR X L— 1— L_ --! SIGNED:05/14/2015 NAN YA PLASTICS CORP. USA i o i1 - - � LpN 8989 NORTH EAST HOUSTON, TX 77029 .i .�`—•�GENS'9 Fd, �`• I i - - OUT-SWING ENTRANCE DOOR (SLPS) =*• 0 5 •* 4 I I 4 I W/ & W/O SIDEUTES FIBERGLASS CLAD - i ANCHORING LAYOUTS =.--0. . ATE OF ;. 1----6" I I- $" ^' -I r 1.._ 6• -I I- 5" 1- --I I--6" . Cip'.A �/� L 6" 1 DRAWN: DMZ NO. REV iFs.4OR10�;G•7- ANCHORING LAYOUT FOR XX ANCHORING LAYOUT FOR OX AND XO SEALE D 08 SOE�eee B ��i/S'ONA 111�s NTS 01/07/13 4 OF 9 T Ar REVISlOK ' 1,• FRAME HEAD REV OESCRPTION DATE APPROVED INTERIOR 1/8" ANN A ADDED EDGE DISTANCES 11/05/14 R.L - 090 PVD BY DUPONT B REVISED SIDELITE INSTALLATION DETAILS 05/14/15 R.L �9 x 7/8' 1/8" TEMP-- 1/8" ANN SCREW MULLION COVER ALUMINUM MULLION KEEPER lb..-"4111111•11101111111111111111 = EXTERIOR INTERIOR ���� `O d '1. STAINLESS - STEEL SPACER SQUARE SYSTEM tt L 1/2" HIlL < SCRSQUARE DRIVE EXTERIOR /'�.., h I SEE SHEET 3 #10 X 1 1/2 (� FOR LOCATIONS DOW 91dS41 \ SCREW I 1 HEAD KEEPER DETAIL SILICONE 1 ' t" GLAZING BEAD / / - INTERIOR FRAME SILL ag x 7/8" __f SCREW GLAZING \\,( ':, -' \/ Al KEEPER \ 1 MiiiMiiiMiitii fir __ JAMB MULLION DETAIL IANI-I LEFT FRAME RIGHT FRAME O d X10 x 2" SMS-- �'--- . 4 — -- #10x 7/8" SMS---- `_ I - - X10 x 2" ��,�� • �� SMS IIIII EXTERIOR Ito x 2" SMS \ SILL KEEPER DETAIL #10 x 7/8" SMS I •• •• STAINLESS © B © 0 © e © STEEL -\ • I, • CONNECTION PLATE --- --- 5 27/32" -� ( ) --- t J1 I HINGE INSTALLATION DETAIL B B B 1 5/8" ` l < Ir U L --sem--sem SQUARE DRIVE lir" SCREWS OUTSWING DOOR SILL DETAIL FRAME CONNECTION DETAIL SIGNED:05/14/2015 NAN YasBsNORT PLASTICSH CORP. USA EAST N\i, R!ILra1,/// HOUSTON, TX 77029 `.�••,GENa•.'0"ii OUT-SWING ENTRANCE DOOR (SIPS) *• 0 6 W/ & W/O SIDELITES FIBERGLASS CLAD =,13k6' E ` HARDWARE SCHEDULE INSTALLATION DETAILS .'4 • AT OF 141 A. (3) 4" BUTT HINGE DRAWN. DMC NO. REV %O'1�s•fri:OR704'G���� B. 2 POINT LOCK SYSTEM V.L. �� 08-01888 B ///S�ONA 110:��\ C. RIGID PVC ASTRAGAL WITH ALUMINUM REINFORCEMENT NTS 01/07/13 5 OF 9 Ilk Ilr RLVBi0N5 M2 1/2" MIN MASONRY/ - EDGE DISTANCE REV DESCRIPTION DATE APPROVEDCONCRETE BY OTHERS , A ADDED EDGE DISTANCES 11/05/14 R.L ° . • • mB REV SED SIDE LITE INSTALLATION DETAILS 05/14/15 R.L 1X BUCK ° • e ,, e . . • , 1 1/4" MIN OPTIONAL • 4 EMBEDMENT SEE SHEET .. * - 1/4" MAX _ 1 1/4" MIN SHIM SPACE EMBEDMENT BACKER ROD •"` AND APPROVED I r 1`�. 1 I ° •, SEALANT BY I I .1 I 1/4" J OTHERS L_ MAX SHIM SPACE 2 1/2" ,. MIN. v EDGE 3/16" TAPCON • . DISTANCE 6 INTERIOR I `, �s 1 , . • 3/16" TAPCON ��` I �- ti • 1X BUCK OPTIONAL EXTERIOR r INTERIOR EXTERIOR —�• SEE SHEET 1 ' ° - MASONRY/CONCRETE BY OTHERS DOOR HORIZONTAL CROSS SECTION BACKER ROD MASONRY/CONCRETE INSTALLATION AND APPROVED SEALANT BYYOTHERS 3/16" TAPCON NOTES: SILL TO BE SET 7 I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS. IN BED Of 1111^q ig NOT SHOWN FOR CLARITY. APPROVED � t N � 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE i ' a �. . DESIGNED IN ACCORDANCE WITH ASTM E2112 itillMASONRY/ 4, ° SIGN ED:05/14/2015 CONCRETE . ° ,• 4 1 1/4" MIN \111111111/ BY OTHERS • a °" " .. . EMB`MENI NAN Y8989LNORTHI LOOP CS ORP. USA EAST `\J\% R• L0 /, -- ' HOUSTON, TX 77029 +��,�•• �\CEN,p•°,s1S. 2 1/2•' MIN OUT—SWING ENTRANCE DOOR (SLPS) *' 0 6 -- EDGE DISTANCE W/ & W/O SIDELITES FIBERGLASS CLAD " INSTALLATION DETAILS OTATg7:7740` DOOR VERTICAL MASONRY/CONCRETE I CAL CROSS OSS INSTASECTION DRAWN arc N0. 08-01888 REV B �."?ei,•'��OR10,.._ •A. SCALE NTS J° 01/07/13 Is`rtrr6 OF 9 ,�//7jIINA11\`'��� T Apr REV5xx+5 y 2 1/2" MIN EDGE DISTANCE REV DESCRIPTION MT[ APPROVED —_� A ADDED EDGE DISTANCES 11/05/14 R.L MASONRY/ CONCRETE ' ' • 1 . ' B REVISED SIDELITE INSTALLATION DETAILS 05/14/15 R.L BY OTHERS " a • . • , 11/4" MIN " • G EMBEDMENT 1X BUCK ' ° OPTIONAL ---� ^_ SEE SHEET 1 1/4" MAX 1 1/4" MIN. BACKER ROD `� SHIM SPACE EMBEDMENT AND APPROVED ~ SEALANT BY i 1 ,,,wuuu �I 1/4" • OTHERS - , I. •,•r1-- L_i'. 1 SHIM . SPACE • 2 1/2" INTERIOR MIH. N10 x 2 1/2" SCREWS 3/16" TAPCON 1 �.' EDGE DISTANCE LOCATED 6" FROM 1110 x 2 1/2" :iCRIi WS EACH CORNER LOCAILI) 4" I-ROM I v AND AT PANEL CENTER EACH CORNER ANI) 21" MAX. O.C. TIICREAFTCREillii .' ° • 3/16" TAPCON 1 TI . }� — d MASONRY/CONCRETE • • BY OTHERS i EXTERIOR -.^--I" INTERIOR �,, . .///%\ 4- a EXTERIOR - Ix BUCK OPTIONAL ° • SEE SHEET 1 BACKER ROD g 1 o x 2 1/2" SCREWS SEALANT BY OTHERS SIDELITE HORIZONTAL CROSS SECTION AND APPROVED LOCATED 6" FROM k.. 3/16" TAPCON MASONRY/CONCRETEINSTALLATION EACH CORNER AND A7 PANEL CENTER NOTES: SILL TO BE SET I t I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS. IN BED OF L_- a_� NOT SHOWN FOR CLARITY. APPROVED U a 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEALANT ' �' �I , �S 4: DESIGNED IN ACCORDANCE WITH ASTM E2112 _ 1• ____ , SIGNED:05/14/2015 •. 4 1 1/4" MIN. „ + • EMBEDMENT NAN YA 8989PLASTICS ORTH LOOP CORP. USA WiEAST lli,/ ' d • • HOUSTON, TX 77029 v•'\G MS1,71.0/' MASONRY/CONCRETE -- EDGE/DISTANCE I~ OUT—SWING ENTRANCE DOOR (BCPs) +*• 0 B 'k BY OTHERS W/ & W/0 SIDELITES FIBERGLASS CLAD Sq. }� �= INSTALLATION DETAILS $TAT OF �` SIDELITE VERTICAL CROSS SECTION 316,.. DRAWN; owc:NO. REV �i� •'c(ORIOp;•�•�$. MASONRY/CONCRETE INSTALLATION V.L. 08-01888 B 'P e•••' S scac NTS Ioac 01/07/13 �s"EET7 OF 9 �'/illIII11111 T • REVISIONS 1 1/2" MIN. 2X BUCK/WOOD FRAMING ED - _^ GE DISTANCE BY OTHERS, 2X BUCK 10 REV DESCRPOON DATE APPROVED BE PROPERLY SECURED A ADDED EDGE DISTANCES 11/05/14 R.L 1''lppr-, QUI B REVISED SIDELITE INSTALLATION DETAILS 05/14/15 R.L BACKER ROD ihi %AND APPROVEDI i-iimili 11 EMBEDMENT MIR q j._.,j pl. 1/4" MAX. __ _ SHIM SPACE 1/4" MAX 1 3/8" MIN f FIF lk .. SHIM SPACC I EMBEDMENT #10 WOOD SCREW r i I=/ r !k - , 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED rri wklma,.. do INTERIOR �� A #10 WOOD SCREW re 1,_.. ..ii, i) i �r 1/?" MIN. 4- --I EXTERIOR INTERIOR — EDGE DISTANCE \ .7 } EXTERIOR 0 BACKER ROD --#I 0 WOOD DOOR HORIZONTAL CROSS SECTION AND APPROVED SCREW2X BUCK/WOOD FRAMING INSTALLATION SEALANT BY OTHERS NOTES: SILL TO BE SET LINTERIOR AND EXTERIOR FINISHES,BYOTHERS, 6,� IN BED Or n���.�� n NOT SHOWN FOR CLARITY. APPROVED NT '' I �`==:�ae; DE2. SIGNED ACCORDANCERIMETER AND JOINTWITHASTME2IALANT BY RSTOBE SEALANT IMINIMI-_ t UUU --.9" �e�:�- 77.0=1a_O>_ �� SI::::/14/2015 ———— , 3/e" MIN. NAN Y asasLNORTHICsD CORP. USA `P EAST \ '//i/.-� EMBEDMENT HOUSTON, TX 77029 � SFgiP�ii r[011111—... � OUT—SWING ENTRANCE DOOR (SLPS) =*• 0.6�T6 __ W/ & W/O SIDELITES FIBERGLASS CLAD = �; INSTALLATION DETAILS .;, TATEE OF DOOR VERTICAL CROSS SECTION DRAW I. DWG lm 08-01888 HEV B .117;1.o..e_n.•40R'I';•Ck`` 2X BUCKW000 FRAMING INSTALLATION V.L.LE OeTE 9//rDNA j1 k.. NTS 01/07/13 1 8 OF 9 T AI 1/2" MIN. REV.SIOUT 2X BUCK/WOOD FRAMING EDGE DISTANCE RD DESCRIPTION DATE APPRDVED BY OTHERS, 2X BUCK TO BE PROPERLY SECURED A ADDED EDGE DISTANCES 11/05/14 R.I. BACKER ROD ''/' I ,I. B REVISED SIDELITE INSTALLATION DETAILS 05/14/15 R.L AND APPROVED __-1I —I- SEALANT BY IC' / 1 3/8" MIN. OTHERS f EMBEDMENT Io' , L I lam- _—_-___-- t/4" MAX. j I 1 3/8" MIN. •J , ,�(�.L. rf SHIM SPACE 1/4" MAX - EMBEDMENT ` • `1 SHIM SPACE. V #10 W000 SCREW //10 x 2 1/2" SCREWS •. LOCATED 6" FROM / -- EACH CORNER INTERIOR ff10 WOOD __L AND AT PANEL CENTER SCREW I/2" MIN. X10 x 2 1/2" SCREWS - lik LOCATED 4" FROM EDGE DISTANCE EACH CORNER AND 21" t`-1D MAX. O.C. THEREAFTER I-1 V ' ke----crillC -� EXTERIOR INTERIOR 9 LA 2X BUCK/WOOD FRAMING / ( BY OTHERS, 9X BUCK TO M 1��r ��� ROD BACKER BE PROPERLY SECURED EXTERIOR AN #10 x 2 1/2" SCREWS ,. SCREW10 OOD LOCATED 6" FROM SIDELITE HORIZONTAL CROSS SECTION AND APPROVED EACH CORNER _ 2X BUCK/WOOD FRAMING INSTALLATION SEALANT BY OTHERS AND AT PANEL CENIER NOTES: SILL IN BED OF `� 1.INTERIOR AND EXTERIOR FINISHES.BY OTHERS, APPROVED -= 119Iii NOT SHOWN FOR CLARITY. SEALANT - �--y' 04E70' 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE I�� ��7 ��= DESIGNED IN ACCORDANCE WITH ASTM E2112 _ WIMP to>3O �a �m :..o.---OOIGS :l.St�1.9�IS:9IG.� SIGNED:05/14/2015 17r-Aviv,ff�d_?J�f®fwLI BIS' f__af_1:47! 11111 rrn� EMBEDMENT NAN YA PLASTICS CORP. USA N��5 R Lp%/-.11111111 � 8989 HOUSTON, TX 07 EAST �r`•�GE•NS•/�9s±�� v F' OUT—SWING ENTRANCE DOOR (BCPs) ='k• 0 6 •+t= `-_..��_--- W do W/O SIOELITES FIBERGLASS CLAD — (y — T/2" MIN 1� _ / INSTALLATION DETAILS 7 TATE OF •44= EDGE DISTANCE ') . MM NO. P.FV *'�.•'40R1�':•\��� SIDELITE VERTICAL CROSS SECTION V.L. 08-01888 B ���ss/O AI a-• 2X BUCK/WOOD FRAMING INSTALLATION SCALE LATE SHEET /�'U1111111 NTS ( 01/07/13 9 OF 9 T 6_3 ,77 ri., ./. . i 477 . .5Af,. --s ... hiz), 27 ..3 . -2___ 2e.,).6) S //9 " GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACTa ®Dflfl 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 1121/4"FLANGE WIDTH - FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND IS RATED FOR MISSILE LEVEL 0 USE IN WINDOW SYSTEMS raw WIND ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. 1900 SW 44TH AVE. - - ---111"MAX.UNIT WIDTH OCALA,FLORIDA 34474 361 t/16" THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ)OR IN ASTM W W W.CWS.CC +MAX.SASH WIDTH y E 1996 WIND ZONE 4 AREAS, 36 11/16" MAX.SASH WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 6200 PVC C32 3/4"GLASS 32 3/4"GLASS DLO - A 3.CONFIGURATIONS:"XOX". HORIZ. SLIDER r 14,DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -- -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE FLANGE AND GLASS TABLES ASTM E-1300-04. go 5 iii 83" HEIGHT 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS A B B MAX. PRODUCT.SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd.1.6 WAS USED o O X 0 X I UNIT FOR WOOD ANCHOR CALCULATIONS. Y / HEIGHT M \5) MAX" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. w m N SASH C HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED. p En j GLAS" 8.SERIES/MODEL DESIGNATION HS-6200. coler 55 •• 5 V C I I I © DLO lams1/16" THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: _1X.OPERABLE SASH.0=FIXED SASH E 5 C A 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. ' 8 1/3-1/3-1/3 o 11.EXTERNAL WEEP SLOT=5/16"x 2-1/8"LOCATED 4-1/2"FROM BOTH ENDS. 112 1/4"FLANGE WIDTH -. 1121/4"FLANGE WIDTH - G Z Lucas A.Turner ,,..8lIIIIIIi,, Ill"MAX.UNIT WIDTH 111"MAX.UNIT WIDTH - ,,� DREW "b 28 t/8' 2016-02-03 �`,,,, P�G E N r,, • 2e —•1 16.34-05:00 P •� s6''.2 ---53 3/4"MAX.SASH WIDTH--f MAX.SASH I -�—53 3/4•MAX.SASH WIDTH MAX.SASH !J°/ WIDTH WIDTH z�: No 58201 ;"P 4913/16'GLASS DLO 24 1/4" - - 49 13/16'GLASS DLO `GLASS DLO 't: * ''F 1 GLASS DLO ' 1 I .0* ¢C 9; STATE OF :44,C 64114" 551/4" i p�•.,F 1-:��� FLANGE FLANGE i���os•�O R IQ.•'�j•�:, HEIGHT �" HEIGHT '�.�5/pNAUE?�`.. 63" UNIT Ilbrrr11rN�`` MAX. HEIGHT UNIT : =II:P (,) 49 7/8" r X 0 X HEIGHT SASH 2/3/2016 58 7/8" HEIGHT MAX. LUCAS A.TURNER,P.E. SASH 16'HEIGHTSS FL PE#58201 1239 JABARA AVE. 55 1/t6• NORTH PORT,FL 34288 DLOSS PH.941-380-1574 DLO ,$g=> 41=1 1/4-1/2-1/4-ALL SASHES PVB INTERLAYER SHEET DESCRIPTION: MAX. UNIT DESIGN PRESSURE IMPACT GENERAL NOTES AND 1/4-1/2-1/4 SIZE CONFIG. FRAME RATING RATING ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE:XOX 1/4-1/2-1/4 ALL +/-45 PSF EMK 06/04/15 GENERAL NOTES&ELEVATIONS 1 1 11"x 63" FLANGE +/-50 PSF LARGE DWG* REV.: SECTION VIEWS&GLAZING 2 REVISION XOX1/3-1/3-1/3 MISSILE EXTRUSIONS&B.O.M 3 ` Y FIN +/-45 PSF CWS-1072 A ANCHOR SCHEDULE&NOTES 4 IMPACT SCALE: SHEET INSTALLATION DETAILS 5 111"X 54" XOX 1/4-1/2-1/4 ALL +/-50 PSF 1:25 BP# C-C/ ��JOYZ _ 1 OF 5 DATE 1z- / 1 / !7 SIGNED rn9,-- OFFICE COPY 0 m 0 0 q ® INTERIOR rr �� //J)JJ�� \Si�l4f'AY(YllliUU D'� WINDOW SYSTEMS ' A 1900 SW 44TH AVE. �_ OCALA,FLORIDA 34474 .�� WWW.CWS.CC IN • 1111041;3=- 4 IIII 0 mow ... .. 6200 PVC " - _:,l. 4 ' m ' ''1 "'- _ 'I HORIZ.SLIDER 3s� r—= �Olt a 19 �I� i�ll!s�� © ��i',i U i IMPACT _sill 11- Mfrs �ET :.•,,. o 1 El= a o 0 n .10111111111M NI.. ,v(lgl 0 6 ® $ W m _ N I... -1, 11�1�lig SECTION VIEW B-B ui O @ f g unit' -1 [Ej 1 " -I Q a a jl Fi - Iay n I I iI- -� - 7/8"OVERALL y " 7/8"OVERALL 1- w I - 1/8"ANNEALED 3/18"ANNEALED I I I7/16'AIRSPACE 3/8'AIRSPACE Z 5/18"LAMINATED 5/18'LAMINATED ••••p+,PNDREW/Tl�, 1/8'ANNEALED -.-1/8"ANNEALED ,,��GQ",.�\GEwsF,".,'��,i OS INTERIOR - --.090'DUPONT PVB INTERLAYER 090"SENTRY GLASS IONOPLAST v• No 58201 ' INTERLAYER -i --1/8"ANNEALED 1/8"ANNEALED >A' '© q111733(... STATE OF II, ® 4�s"�C E • O 1IBi I ,IJii © , 1IJ i I '••n.n„:a```�/� ---- -ll ' s/8”GLASS BRE il I----1111 ; 5/8"GLASS BITE 2/3/200116 m UI`,LI,iC)r i-_� iB� .I , IatI LUCAS A.TURNER,P.E. ��0 FL PE#58201 1239 JABARA AVE. o- NMIIII NO RTH PORT,FL PH.941-380-1574288 41-380-5742 17 34-... SHEET DESCRIPTION: 0 0 SECTION VIEWS AND g GLAZING DETAIL DRAWN BY: DATE: SECTION VEW A-A GLASS TYPE A GLASS TYPE B EMK 06/04/15 1:1 1:1 DWG it: REV.: SECTION VIEW C-C ALTERNATE FIN FRAME CWS-1072 A NOTE:GLASS TYPE B REO'D FOR FIXED SASH WIDTHS LARGER THAN 36-11/16" SCALE: SHEET ON UNITS WITH A HEIGHT OVER 54" 1:2 2 OF 5 PARTS LIST CORNER CONSTRUCTION 77� ITEM PART DESCRIPTION MATERIAL VENDOR 4 116' p��[J[J(y 1 H-6127 MAIN FRA6"F PVC ATN r rid 2 H-6135 SASH INTERLOCK RAIL,INT.PANEL PVC ATN I WINDOW SYSTEMS 3 H-6139 SASH DRAW RAIL PVC ATN ® 1900 SW 44TH AVE. 4 H-6140 SASH TOP/BTM RAIL PVC ATN 1 1/2 OCALA,FLORIDA 34474 5 H-6140 SASH INTERLOCK RAIL,EXT.PANEL PVC ATN 1111 [I fi -• WWW.CWS.CC 6 P-3028 SETTING BLOCK,1/8"x 7/8"x 2" FRANK LOWE .I O© 7 P-3029 SCREEN LIFT TABS STEEL SUMMIT VIII - 1/16" LCORNER WELD 6200 PVC 8 P-3033 SCREEN SPRINGS STEEL FLA SCREEN '1118 1 15/16_ I- 1/16" ALL SIDES HORIZ.SLIDER 10 P-3228 SCREEN SPLINE DAPA 1 .1I 1:8 9 P-3218 SCREEN FRAME ALUM FLA SCREEN I I; 3 L J IMPACT 11 P-3305 WTSP.,0.18T x 0.270"SOFT FIN AMESBURY 12 P-3511 #8-18 x 0.625"PN PH TEK#2 POINT ZP STEEL FASTENAL t �-1" I m 13 P-3783 IMPACT SASH LOCK INTERLOCK 14 P-3784 KEEPER INTERLOCKgg 15 P-4146 #8-18 x 0.750"FH PH#2 POINT TEK ZP STEEL FASTENAL PVC MAIN FRAME-H-6127 PVC TOP/BTM RAIL-H-6140 0 16 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN x 17 1 P-5450 JUMBO WEEP COVER ASSY NYLON ASHLAND 1---1 11/16'- . tin- - w CO 18 P-5421 0.625"HOLE PLUG NYLON HEYCO Dom" 1n 19 P-3511 #8-18 x 0.625"SQ PH TEK#2 POINT ZP STEEL FASTENAL 7/16 r 5/16" Z O 20 P-5428 ROLLER ASSY AMESBURY1 n t/te• - -1/16' f 1/16' m W 21 P-5429 EXTERIOR TRACK FILLER INSERT PVC TEAM PLASTICS 1 15/16' 115 i6' 1 3/16' Co 15/16' Q a. Z W 23 P-5436 JAMB BUMPER RUBBER MINOR RUBBER 2 3 F 24 P-5451 T BLOCK,FIXED SASH NYLON 1 I + a. 25 P-5448 #8 x 1.50"PN PH#2 POINT TEK ZP STEEL FASTENAL h E 26 S-2004 REINF.,SIDE RAIL ALUM ASCEND PVC INTERLOCK RAIL-H-6135 PVC DRAW RAIL-6139 ALUM INTERLOCK-S-2029 PVC GLAZING BEAD-S-6141 % 2 w 27 S-2005 RE INF.,MEETING RAIL,INT.PANEL ALUM ASCEND 28 S-2029 INTERLOCK ADAPTOR ALUM ASCENDci 29 S-2030 ROLLER TRACK ALUM ASCEND ¢ Z 31 S-2043 REINF.,MEETING RAIL,EXT.PANEL ALUM KEYMARK 1 1/16' 1/16" 1 5/16'-i 7 5/16"� ��..t..t"H,.�i 32 S-2044 REINF.,TOP/BOTTOM RAIL ALUM - ASCEND I 15/16" ... p10REW i� 33 S-6141 0.875"GLAZING BEAD PVC ATN l t f , �`,„ ,GENSFG,Q2�' 34 GLASS SEE SHEET 2 t 5/16' --- (si) t 1116• ---�� I Ens• I I tn8' ---1 `J 35 DOW CORNING 1199 SILICONE I G� No 513201 111 r. 36 PURFECT GLAZE"H",SIKAFLEX 552 SILICONE HENKEL/SIKA - 1/18' l� *F * •*S .093" 1/16" S"ca. : LINE ITEMS NOT USED: ALUM REINF.-S-2043 ALUM REINF.-S-2044 ALUM REINF.-S-2005 ALUM REINF.-S-2004 5�:, STATE OF � 22.30 F--25/18" --,(nSF4.OR 1Q�'Cj,s, 1 518' -2U 5l8" 1 9/18' I '''i��ONA �C4''' 13/ [----- 1/16• 1/16" y - [ 111 • pe 2/312016 111:11111 LUCAS A.TURNER,P.E. PVC TRACK FILLER-P-5429 ALUM ROLLER TRACK-S-2030 q. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 IZI PH.941-380.1574 SHEET DESCRIPTION: �-- a BOM AND EXTRUSIONS 'I DRAWN 6V: DATE: L 1.11 �I EMK 06/04/15 1 1/4" 1 9116• DWG*: REV.: • —1 1 CWS 1072 A SCALE: SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. FIXED PANEL'T"BLOCK P-5451 1:2 3 OF 5 6'MAX.(TYP.) 141/2"MAX.O.C.(1YP.) L ��I 6•MAX(TYP.)- _ CENTEERLq ANCHOR NE(TYP.)RAIL MTG WINDOWSYSTEMS r,,,, 4 (TYP.) 1900 SW 44TH AVE. INSTALLATION OCALA, 34474 ANCHOR(TYP.) W ALA,FLORIDAFL RI 6200CC 4'MAX.(TYP.) 8'MAX.O.C.(TVP.) SEE NOTE 2 PVC -{ 4"THRU FRAME ANCHOR(TYP.) 18" —� HORIZ.SLIDER 4•MAX.(TYP.) �C I MAX O.C. X () X SEE NOTE 2 (TYP.) IMPACT INSTALLATION tI !!!I ANCHOR(TYP.) 8" - I i a A u MAX O.C. Q 00 (TYP.) Y } X 0 X ANCHOR LAYOUT-(FLANGE1 - w m 1/3-113-i/3 co I I € m I ANCHOR @MTG HAIL 5 -'----- �J I CENTERLINE(TYP.) �•--4'(TYP.) Pcc 6-MAX(TYP.) • I•• -• 13 1N•MAX O.C. a I (TYP.) € 6"MAX.(TYP.)- ` . x ANCHOR LAYOUT-(FIN) w 1/4-1/2-1/4 and 1/3-1/3-1/3 _ ` ,----INSTALLATION ^ o NOTE THRU FRAME ANCHORS @ MTG RAIL ANCHOR(TYP.) < d z ��pulutgr, L _-.—SEE NOTE 2 ,,�,�p,NORE W TG♦♦♦ MAX.O.C. X 0 • X ��•VP�•��GENg�.��Q♦,♦ (TYP.) - - •:�.. No 58201 :9' *; * :*E iv V'" tet: 09. STATE OF .•14/4:NOTES: - 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ' -. i ' • • • • ) "°i�SiONA"sto. 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". ANCHOR AYpUT-IFLANGE1 USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH 1/4L -O1/2-1/2 DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 2/3/2016 3.ANCHOR TYPE,SIZE•SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM PH.941-380-1574 SPECIFIED IN TABLE 1,SHEET 5. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-9/16"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: EMK 06/04/15 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG 4: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE I,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1072 A 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:20 4 OF 5 MIN.EMBEDMENT %' yJ�/]//JJ�,��,7��1//,JJ����j(�yf�) SEE TABLE 1 PIIIL SUBSTRATE �ri•U�IJ'dYlYIUiUU(1• TYF{;;AL HEAD ANCHORAGE BY OTHERS ,�� 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS -I MIN.EDGE DIST. gr 1900SW44THAVE./ SEE TABLE 1SEE TABLE 1BY OTHERS 1/4"MAX.SHIM SEE TABLE 1 All OCALA,FLORIDA 34474 SUBSTRATE BV OTHERS W WW.CWS.CC SEE TABLE 1 -`� ( S E TABLE DIST. '-' - �` a MIN.EMBEDMENT SEE TTABLEION ANCHOR��`)�+ tt _ - PERIMETER SEALANT SEE TABLE 1 �' - 6200 PVC BY INSTALLER / I I. 11,10001, HORIZ.SLIDER INSIDE AND OUT / MIN.EMBEDMENT SEALANT BEHIND -1- - L.- =' ,� I ISEE TABLE 1 IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM1 / ' f r co 110.1111,=-7.:. PERIMETER SEALANT gg J PERIMETER SEALANT BY INSTALLER o 0 ---T"j BY INSTALLER �'�-- INSIDE AND OUT -_lI INSIDE AND OUT - INSTALLATION ANCHOR Y w m SEALANT BEHIND SEE TABLE 1 ____0""FLANGE BY INSTALLERSEALANT BEHIND 1n INSTALLATION ANCHOR FIN BY INSTALLER Z SEE TABLE 1 _B _HORIZONTAL SECTION C HORIZONTAL SECTION 5 TYPICAL FIN ANCHORAGE m N 5) TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION >a • > O W NOTE:ADDITIONAL THRU-FRAME ANCHORS . (AS SHOWN IN DET.N5)REQ'D AT MTG RAIL, h SEE SHEET 4 ANCHOR LAYOUT. , " W c a 0 SEALANT BEHIND < Z 1/4"MAX.SHIM FLANGE BY INSTALLER ''=J 1,)....I- ,ttpu E W h , ,,,p,NOREW;,, PERIMETER SEALANT 1, :::::::: 1v / tMIN.EM EMBEDMENT :?•JPy•v�GENgFG�• ..0.' BY INSTALLER / SEE TABLE 1 —- - - v: No 58201 •: • INSIDE AND OUT I : -l. }` * 'tom :ir. SUBSTRATE BY OTHERS - I MIN.EDGE DIST � ra ..:..".• STATE OF :"4/ SEE TABLE 1 SEE TABLE 1 SEALANT UNDER SCREW A VERTICAL SECTION RHEAD BY INSTALLER 5 TYPICAL SILL ANCHORAGE ._.__ -p1fV �................ TABLE 1:APPROVED INSTALLATION FASTENERS2/3/2016 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. _�0—'-' LUCAS A.TURNER,P.E. 01 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"11W TAPCON 1" 1-1/8" � 39 /i AVE.1239 JABARA A FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"I1W TAPCON 1" 2" PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" BY INSTALLER PH.941-380-1574 INSIDE AND OUT D HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(AS1M C-90) 3/16"ELCO ULTRACON 1-3/4" 2.1/2" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION: 3/16"11W TAPCONSIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/8" INSTALLATION DETAILS FLANGE 2X MN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HETI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" EMK 06/04/15 1/8"ALUM.(6063-T5 MM.)OR #10 GRADE SSELF-TAPPING/ FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DwOi: REV.: FLANGE 1/8"STEEL(33 KSI MN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1072 A PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 5OF5