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Seminole Road 1829 - 1831 v . r c ware �'vc to a Inf ormatiori Design Criteria Sq .. 1st Floor Conditioned Space g�J 5�- �'T drA•sve Note: "rhes Building has been designed in accordance with _ _ and meets the requirements of Section 1606, of the 2001 2nd Floor Conditioned Space edition of 'rhe Florida Building Code E3 il,ding is or is not located in the wind born debris region Unconditioned Space e140 ��. "r-_ ,��..�.n -r h i.� u .� 0 N N Unenclosed Space (Porches) ----�,�, �. .�� Wind Direction & ® ° t N � � ,:Lot Area (Excluding Wetlands . 805 • - n Method -- �t �c� ,, �� �� �60�. 2 G",•�,����«o 2 o Water) 7 R Wind Desug & Bodies of ��. ✓�sioN -- �. �w ���s r-��a� �: Basic Wind Speed CMP ..2. second gust) leG 13 truckure HeightNo. oftoreJ Wind Importance Facta t /W Mean Roof Height �ht � 4 J � �� Building Category Number of Storieswv Roof Peak Height 3o 'v Wind Exposure Catego � = d fAAP ­ fjJ1OW1f'JG LIOUNDAFIY SURVEY OF .l'ype of Coristructivrx G LOT 39 ACCORDING TO THE PLAT of Internal Pressure Coeff ? I# � - , �� w o QCEADI Cil ,..:, ���T P1 . Type ~ A r _ a Z OF THE Yp �� [�> y � 9 � d •v K U PAGES D - � V _ . S n AS RECORDED IN PLAT B00 W V i y CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. See Structural Engineering she for components �i o '� 4� CERTIFIED TO: cladding (end zone & interior zone) information to n a ` ° °• J. DEZMOND WATERS, III AND JANICE B. WATERS. � v v . •� W r /� ¢o v" /a • T 29 u c ,o LOT 30 `° Material frif ormation y L " " " . d do-00, (xJ. N Method for meeting wind born debris protection .� ©rte a � , E i A LOT 31 U� fi '2� �� D3'39'l " E 59.89 (!J) II 7/ , . n (Roofing material shall meet the following specifications) /2"1I ,,.Y - 0.1. Project. Location Map _ - EASEMENT Roof U n d e r l a y m e n# /.s����- - cv�,�-4,�. Wi r�� .�5`T•if-.o � �, r,�� -0.6:X_ ttl -- -- ee A ,rfl v ¢da,9 lyo� I. Relative to the 120 rnph wind line 99.1 �: Roof Flashing 5.4`x- ,' •X.-...-_._ , r 1 = 20 X X ore, N ,�ST/t? /a ,�27 C'�l.Qv,.c•f.9?E ��Ti1•,rc�VT• _ J�o� frllERCtAss sii�a �� CONS `� tl( olnTfzpa� D•7' _ 6.� ,� ) -U--- � Roof Shingles ,�Jsofi�cr ..c�c�sr�. , ,, . .,�..s�.�c DUVAL CDUNT�Y WINO SPEED MAP � p.1' LOT 40 o g � C'o��c y ���sr�'� d z 0,s ore `�/ LOT 38 I N (9 �S 3.5' - Shingle Nailing .s���,��o W.T/� , � �V. ��,� a�N ST. . } ► > o �� a O- O,1' I F- > oa�` iv/G /2 .�7�. - �¢ LG•C✓/ ��8 �r.4 . . r IN �Um r � Windows & Doors (See Attached) ' > caN map u l o F- ww �� o ! 5� N a� W� a �� 9.D Single Hung Windows , Al, .��o � I� L Q w a to W (9a.e (9a.e) I r 9a.7�) ,p -� w CJ� .v !� ��W2 1 �XI � I-naA Q F- z j Cx�t� - I Pt7N {98.7) . I w IN r I A o U� QQ ry x ;r _ a Fixed Glass Windows ,�„�,.�� AlEftWAY �,' I- QLn W of D - �0w JZ MQ Lt >` 1 ro• Z P . >- F� _ z Horizontal Sliding Windows ,'v/,g � a� ,-- oK o t00 ip wo xw • I r ' i�rav Q� w FZ ¢,� � �. 3 99.0) Sliding Glass Doors �✓/�i ,� - � � � r� V1 tZ7 UC �p �a �� �� \ _ I Glass Block Windows N' W¢ U U w �a ha m �m Exterior Doors .� �,��,�, ° rl caw C7 F- U-C] 0.6' 0.1' p.2' x 0 O X U ¢N g 8 _ ^9.6\ B RING R FE ENCF� UNE 99.0 (98y9) - Garage Doors �0 w- U U W4iiQ S 61. 6 1/?• Q U a V7 rx) 1/?" T DD'J 1"OD" W 60.f 7' ) Y/8� �AR 0. w w , ,. • 62.00' (M AG F-Q s tz w L4 c, N UU- I UU l� 11-19 6D. D h' Cvi w a Q3 Q Q w�'� (1aD,a) (99.9) (99". ) (9� �� (99'l) 1606..1.4 Protection of openings. In windborne debris v N (99 p) - regions,exterior glazing that receives positive pressure in _ to D a w ¢ in �j the lower 00 feet(18.3 nt)in buildings shall be assumed to y` tr••r rx Q cD o Q va Y� be openings unless such glazing is impact resistant or pro. U ¢ Q Ir- ¢o CONS ��'�'�0V � tected with an impact resistant covering meeting the w(4 Ln v v U f L f��G;1fi �Ltaa _ requirements of SS'TD 12, ASTM B 1886 and AS-IM E f UJ a x t*• o /G' tl NSEToi Mod NAIL 1996, or Miami-Dade PA 201, 202 and 203 referenced �C V) �0. NORTH SIDE OF D o �� Q tz¢ w to 102.19 (10-2,15) 4 CON[r tD2, l� ALK. I (1p2.p1) 101.9] UTILITY POLE therein as follows: � V1 t� `_ U a ¢ ¢ ¢ S•�rM�,E�GE s•,y/Y- I ASSUMED ELEVATION (100.00) 1. Glazed openings located within 30 feet (9.1 in) of U yw� u; C°'` AWIYA G°'�`3 grade shall meet the requirements of the barge :�' ►r i U w u r tail Q Q F" 107'49 102.43) ZZ,' Z 3 ) 27hO� ' 102 31j 102.26 Missile Test. ca>. c? Q:z -' In o , 2. Glazed openings located more than 30 feet 9.1 m w a ¢ _ ¢ 0A ffiVOL9 &A 671 9above grade shall meet the provisions of the Sinai] cawviw ' Xow > tow 0< EL D - o -(102172) (102!73) - ----(102470) (102-66) (102rG4)- Missile Test. ! w ¢ oUJ X U¢!''¢ 100 R/Gf�T-OF�vl�YJ r�C�NtERUNE Exception: NVcrcid structural panels with a mini- Z v mum thickness of 7116 inch(11.1 mit)and maxi- r. r--. r-.r� (107 52) (102.53) 107 54 102 63 1D2 64 N r~i ui plum panel span ofd protection (2438 nuu) shall be , w ( _ LOLA5nL- ermined for opening in one-and two. LEEIEN A P P R .]V E D Q j story buildings. Panels shall be precut to cover r11Y CF ALU OIC ?D",ICii E Y o QPfEF1Atl. P60TEstl� the glazed openings with attachment hardware F..U!L.rtt�a ! F�:iCEAJ R 1.EIEARINGS ARE BASED ON PIAT BOOK 20. PACE zD provided.Attachments shall be designed to resist SPEED t«4 `r 2.THE PROPERTY THUS SHOWN I IFJIEGN LIES WITHIN FLOOD ZONE X AS BEST SYMBOL M B O L FEB DETERMINED FROM F.E.MA FLOOD lIAFS PANEL NO. 1 tATEU 04-17-tea9, the components and cladding loads determined q 0-4 t ` �` p tP R+ INC. r in accordance with Table 1606.213,Attachment in F 'J } 33 / S S�CIA•r E[) S U f I r E Y O 113 INC3.PIP IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, \' � G� MPH F1 PIPES AND UTILITIES, IF ANY, NOT UEIERMINEU. accordance with Table 1606.1.4 is pet7mitted for ^, w LAND At ENGINEERING SURVEYS 4,JURiSU1CTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED ���-�� r / 384fi BLANUING BOULEVARD BY THIS SURVEY. buildings with mean roof height of 33 feet(lU m) _ C 1i . JACKSONVILLE, FLORIDA 3221U 5.THIS SURVEY WAS 13ASED OW LEGAL DESCRIPTIONS FURNISHED AND THE or less where winds gds do not exceed 130 (� M P�� / 904-771•-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR fOR WLMLNTS, TITLES, � ? - mph(SS itis}. r.� L) CONVENANIS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. CERTIFICATE OF AUTHORIZAITON NO. LU 0005488 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND [LIVE NO IDENTIFICATION. I I I I I I I ( ( ( III ♦ L C) S 5 V 7.NOT VALID WMIOUT.111E SIGNATURE AND TT IE ORIGINAL RAISED SEAL OF A FLORIDA TABLE 1606.1.4 116 6 M P f I UCENSED SURVEYOR AND MAPPER. WIND-BORNE DEBRIS PHOTECTION FASTENING SCHEDULE 1 HEREE31Y CERTIFY THIS SURVEY WAS PONE UNDER MY LJEGrEND/AMIREVIATIONS FOR WOODSIRUCTURALPANELS DIRECT SUPERVISION AND MEET'S THE MINIMUM TECHNICAL p SET IRON PIPE OR REBAR P.C.- POINT OF CURVE COYD - COVEREU 110 MPH STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER "ASSOC, SURVEY' OR LU.5498 P.T.- MNT OFIANGLNGY CH - CHORD FASTENER FA"IENERSPACING(in,)1,2 r� � C � I \� � � 61G17 LORIU ADMINI`' RATA CC) E, HAP1ER 4.12, F.S. O FOUND IRON PIN OR PIPE (IP) P.R.C. - POINT OF REVERSE CURVE TYPE S 1 QJ MPH CITY Cr ATLANTIC E D _ FOUND CONCRETE MONUMLNT C.M.; P,C.C. - POINT OF COMPOUNO CUIrVE BY: r X CROSS CUT OR DRILL HOLE C/L - CLNTER UNE R/'rr RIGHT OF w'AY panel Span S 2 ft 2 ft<Panel Span 4 ft¢Panel Span 6 ft t Panel Span EU!LDAG & ZCN;NG CHARLES U. IiAICHER FL RI CER11F1CA1E NO, 3.1'71 (R) -RECORD (M) = MEASURED CONC. � CONCRETE B,T,- BUILDING TIE r4ft t6ft <Bft CIiARLEa L. STARLING FLpRI A CERTIFICATE NO. 4579 R -RADIUS L » ARA: LENGTH ASC �NR CQNO(110NER (E.T.) - SAVE TIE RAYMOND J. SGHAEF EF2 FLORIDA CERTIFICATE NO. 6132 O.R.B.=OFFICIAL RECORD BOOK no -WATER METER f3.n• UTMY POLE 2 112 N6 wood Scmw3 16 16 12 9 JAN 2 3 20003 O.R.V. -OFT ICTAL RECORD VOLUME P.E.Q. -POOL EWIPMETIT -+ GUY ANCHOR _29138 1 1-01-2001 F'.R.M. PERMANENT RE IRILNCE MONUMINT -O.U.-"OVER HEAD UDUTIES 2112 a8 woad s�ws3 16 16 16 12 JOD ND. _ DATE E1.R.L -BUILDING RESIRICTION LINE X-X CMN LINK FENCE Uoublo-lTcadc4 Nails4 12 6 4 SCALE: 1 - 20 DRAFTER 9..t•.3Gdl E.T. •+ELECTRIC TRANSFORMER & PAD W-W WIRE: FENCE E.B.- EL1.mldc Box 3 J.E.A. ,.IKXSOWUE ELECTRIC AUTNORIIY U•-U WOOD FENCE BIN, x BETWEEN • 5[:1 inch=25.4 mm 1 fvot-305 mm �,�• ���� i���+ Notes: L ITris table is based on a maximum wind speed of 130 mph(58 m/s)and mean roof height of 33 feet(10 m)or less. "� 2. Fasteners shall be installed at opposing ends of the wood structural panel. 3. Where screws arc attached to masonry or niasonrylstuceo,they shall be attached using vibration-resistant anchors having a minimum withdrawal capac• o ity of 490 Ib(2180 kN), 4. Nails shall be IOd common or 12d box double•dreadvd nails. (I?Z l�i3l �✓IM i hGl� (�-� � I /L-' tea-•/D •' r p /O � r �y h�1 I ,V T _ � 1 2 j.�• Cv/L/C• ,:�Vor l rdv w,v C,vG cvj�2-� L v,moos' Cvv�. D D I { u or G q rvri/C• 'evele• C-'r'VCrD �X 0 J 3". z ;J t" V 1 '7 , >-, chi GL O U � J J' G w a 7 -�• tw e4 YC 16IU6F ���RC1 .f�i/�. /E,� w L bN cc �� kn ,. .., .a o a • 1 • � rrte�^ jp 40 it I I = � Mn W-4 40 '� 1 lJG LNC - �� � ►�1 M m _ ' n M � Ic-1 ;014 •Fm4 • � �O/cv � i ��ry ; � � M� � If 40 1 I � w � t />S C'v.v moa / 1 1 CVAA *�IEC p �. Ht N n � k s �rov eve it ,OR do 1 � 1 _ { i .i419 ilr. 1` /, ea UAV 7E/L j AS d Y�i/✓/"TY � F-� 6 'G" •�'� •-3 .6 `• 6 �'• 2. U,ea� G'c of.Over 77"" I Gf/c ��G [ _ ,y,,®• 3psi. Hca!• �3 o,S�d Sl+�. . .. �(�/�' ¢ / • co J P�;' 11 401 '01- "Wa; vie. --j'� ,a /v •o•• t �j ,o iI .a r - -- --- 3sc�• ----- - � [� se/'a uT.cE 1 z - - o cL�• l f� rff���sorL 7&x-i-1-1121ax 7-0I 0 N N , 1 rSTF/2T 4FCc,v c �,•v- - a � JrRv �r �- �. I n a 1 y screen porch o 0 o .a Ik �i9 cH.�3E'.4�av-t�, 3'd'' J '4 `• I � `� � � master suite ; f ' moo.• '/G" � �,`�G f .. -- IYAO lev 10 Q V .. ,28.0: App m - - Sr z. 8%9 h w a ,��C-I .. .fir j �--- 5Ec• I ( - 1 A1C eivv•1C4- l26 / L Q b ctt/J,Qvc .� h f , c, a a 141 . � G Ja ' I BY-,dR sS �O C•v• w , Z �i J�C,B r��v�GJ/ 20 D CE,d'•`TxC x u c.� L "'� f x �} ot `YX " I 0 • ,yam r' � � �i�Q •• `" J O - `"d' '� 10 A 40 T Lou ' �� .I G ro 7t EOIV G/7C cv Chi I* n g, m ". / . -->~ AX 6��f vO G'a�G • S o "/ eull.�"G a/ V 0 40h \/ 40 Me Ile p I nrav;sr�P r f c� e r r _ _ ye v 1 r n t r h da d � EL,TiGE � p i \ , r-� �J b e a r m. J -�- .h IT ��o s�i11,C;`r 0 q n ' ! 1 r4 Co � � GF ❑ � y � n Al \� r a� i O � • , �+ MM db r-------- — 2`/ I '� P9 S r o c� EE TIL `\ `� ate• o I � r- .-� _. _-I P�• - I � mss• 1 R1 �, ►- � -� °' v N'r I . I a + 2¢ `� I h I fdccf%S: • �` h t '.a° w I G6� � Ce'u.Tice I t \ a ;� ,� •w•+ W i SSP• � ,� I � I _�i - ti - n b k. area IN I f 1N db eaAlp- e El ea'A1,91 e e car Cery• [:1 �"�N YR C• \q •� �0 — � DO vac• ::1 bed rrig. WAA = 0 . 4 ' garage Ir OT I I - ,fidS,f/ I atfe,e• � L ' CI I I � r I +� " 5•/ 0• /� `� '� fid'• Zp'� 2D' �.,. 11 if 10 O Floor � a" � 'o'' .� �y 2 6" r� �j Second �d�i $;4 /� /D " /O Cir i / i• G� U ---_. - � moo- r� Nj IK jAT �Q rQ iy f �rrs,-t Floor w r - rr • Rx/vl l,w ac'/fJ� �rG�\/• �Altr C rj 14 i� ti a r 1� 0 dN Cv.�/.t/F r�J� �i,��.e-�G�.�s of/ivc3G�s •� � y �►S/r�vD iP.s"c/ 8.So�Fl7- 4 ev u•F,sc/9 Si V/AlYG v Q •:7 i :! � �� -L � � �• T � G y co w G'/2 lee/Gi-vd l ~ /�o,C,/z �f�P f�i4.e0lE I�v�,PQ •, �G v.>>,1.4�.9Poeo • � • � .� +n co Q0 El LEI �a >r Lef t Side e � � o o n V1 A M o � � T O r tj Lyr M Xm !r e, El 1-1 El El5 awl 0 1:1 LJ �J Q. Mao- i--j E:l El 171 E:l E:l El El D EJ El DE7J_ El E:l E:l D El El E�l El El El Front SHE Erl �1 y.:�.n.�.. �.,.' r ^,. .� i.nh a �"n,:. ^n r:.rv. ,,. .r AW,:;a-rM .r ,.�..,...� �� •.i.i ,..Y.,..4 ....;, r �..,... y....�..:�,.. ...,..v.;:� a. . r.��., M. ..r.� .. .•xr, .w Ne :z x r..„.:rr v.,en e�...r.^...v. .r.:x ” :- ,r .. ..,..,.. .. ... '>��.:..a .. ... ,. a.:.a .: ..e..�.�. ...p ...,. .�..,.,.....r r. :....,..� �,v. r l �� / ��J� ✓ti1��✓Zp r i Y ILI 1 >y C rte+ b i. M4 ru O J 73 G In rii � y 4. S j F-r V 1 t or) [� M [� pp 44 ---------- 4j 1 ol V1 qj M cvy a -r o � Q � bn i 1� II II I `I Y 1 _ _ 1 1 �— � •1w-1 � 1 Rear 1J1�LLr1, ti T -— X �eg I 41C -"447 .O ol. alvej El 1"X QN Iry 0 I , Connectorchedule � � � 21 2 Ij 'y, �• L O � rr S�irJoSoN IUS'�3�/CAM/•C.1rS fi/G,e%) •4 � u � L C7 `6 h r •yam A L 4• S" :J ev 7F 00 00 -—T� O r�li!>lf'�eN �� �i r►/�!O �/7 Grp^J V a w o B.1 o 514'1,Vsoo - 110s ¢,z vv=v Qd/ i � o U6E' fE - v d n tl ,7 ] .� w o o ti I I , .�, L---J r"r� F-1 I o 4 .. . . ....... F ., � i 0-04 0. SHEErl i i pp ,� , 4 (tt19 (r;3f �r��nvle iZ rlf!f:�_ I_;7 Iry Lf5 M11-f 5/ Gpx WIN W/ Pap Njm LED (.(or< FLO We� , MP. 4 C. (416RAt�. 4C, Lo �lwc�-� �T � �r ►, I N - INCA a a 1(0 "O'C' � �1 � `" � alp �C• ���rTa� (.� � ��~ ro ° ° a f FV V N/`'� � I� �N ! I l `�7 note Jam') JJ f kfrmv�- I�_ ' � 'V � ., a •t interior bearingwall 5 w�u�.�MWW/ un@ �-� ( bND L M_ � � J`�-,N�' � y y eio L .. . : iJ r►. �_� shearwall construction L.Ru S� RK ,� � U ■ Q w f 1 u AM ����� 0AV�'Co �P �� HTC �� . � Le� r�, N L `r � I r �� � �� J V•• l/ ���I�� �V �7 `+ J I 1 '�W� j _" fl. ._. . _. !• i t,a. 11.,tf 1 L.aH illf3.il K:t Yiu ....... — f� "1r L e �4 o IZ ,/� cIDx moi, ,.-- : 12 D G• I N {�'•GL f P ��1��i�(�N�� r � w f — t fin -,,ow rr vJ/ /f t5Q MD ,Y ,. T n'll IZJ j N) V�"J �/l�' v6 V Com► �+• I� v I``Y L, ``'' o LF 4 r*w5Rc�f� ��• A FLJ L e • Mil- X21? e 1n Y1" i G i C. �o � MIN ' .+ -� � o �• FlaD NSI L)�D f(naL_ ZxA e11 J i x4 �N Lr,-K IM Ne) r-CR -A (. 1C1 6-ro NE V6� W19,W. MfL L . - � Nt, � [��`{F' IGALJ UU11Zca r' e l e`�a"t 10�1 ._.. . r WkAG rfr\ NSI LO Fj(.L w1 E r •L7C (.�// 7 J �2. �3'�U Ccs t CQ-� . C AA1� � IL _ 1*l� Re *WN 0`1. .raJMUIJWtII - ..L....rTtYa Y1 C � • u @4�'Oc — t=--- !F)� FLM ft MN vi > p 3 , 1 n rest\-VON Ft14 ,11 AateI, 710 acf -t�N► Gam- fit- = lz� brickveneer � � r f � SHE E i _ typical wall section � ' � � 2 story Flardiboard- high point load -transfer garage door,,she'arwall �� �`. � A'S3 .p • • • FLASHING DET FHLB r c Lg- z7f 8"f� CI�E general nates 1 2 0 cf•I• G, t.v /VcT.v Y Vr\ t-6,f' I H r 11 Coll- C4 uat. _ �•G C�NN� c�� Y� � I�1� IN `1��� N�� � �' , . s, ,, , �. ,. . Ys � �\\ MAY . fil���• + l/E.Ry%SAG W rLl r.lI6dT Qaa/'r- " C) Nov a ZGG,., a .,.• .�� 1Y,-744 �,��� G� (C� O'C• LA-f I I R M(�`llf N� CLIP ; •° ` -� (i5E� W.Utl Aiii tom.► OAK'ry ".3t4b'C'mw z f�� mu�f I M06 15?f elmoM « rte Aw � i� � � z 14 � pLc� H • 3 ro y F="E:5 C z c:r�1 5. j wr �� l NR5>�� �, �-��„�5)A � 0 16 S1�E� - � art" _r �r 4 u �1" 2'� 1 w w x v r. y 3516 4 \/, Gy Ft r5+ ry2' G,q• 4v �7 -rA -/Bw'r �Q � �JI _ . c �t�.� Y�'lG,�.• Car► 2-Flour i r�p�►r a tion �j� .•�- r��� � A T� Q . . I'FSA- - r:-.5P7 'F� TTM CSI I . .�tvl F—P , 7,x,1 ►"l T �_�e7 Nrr-s ,�.GE�,1� Jam• /z I� I I � I ���,(,,�: Il/L : � .G� 1 �} �-y j . u ,�U.<<✓ �OG.r 41EiE'�U$BE � �CG /-GA7' �J � � W a d ,�€rr���,v �rC,�Dvc ..�o. ;I I C' ' G''�• (� ]I�1C� (J l L1��fes] ' C _ �� 4��fef�� „ � << w � nate x� cV'1 %..1 Cu GbnP lz --�j�-1 j.P�'�YGvo. x. 10 aj� V 11 I' � 1 r opelling connectors n SII note 5'��8 Ff � DPIP 2�F�,/�j 7�•• I , D ' �� � �L�-ti t .•�-�� I rr ,, Yom_ ►, 'i notes QO Ma. p%r” M &bwQ 1ov. Balcony - Flashing t ���t a�1 ��t � 2 ( -f' J I � >11 � -I l'� � o � G�1v �►D �M . Flashin�# � �• � � � � C � �� r� r. IN�� � t w � ,� ,�•M� UNTO- C �.�� Tj� ��� '� � ro v p04-1 .�, alb � ' w N lFluw w 5. , G •� �a fay.IMM(5�'�'("� • � .� cG aoz' (CMU) ` d ZD PNLTt� W" ��Gf" �7�_j -�- \ : . • • G� ICS a. �) ��Ic� I. ( 'MU) I�4t, w/' �PAW.&L - II note t�: ��� �� r . I► W G . N �1 C/ -a ° C' �,DAN I I �d G• I P4 CMU (...I 0 � I. � ,TY x o , -- - • . a f"(C,6 MINIMUM LPF I r2 r� IN V c zx EFF - lLll� gill stair tread /riser S masonry bona/tie beams f llled cells at masonryvq r . •t r. t, I Q �w i L ; - rl GT -- - --- - - r Y �0 A h 0 o � � N to � n h _l 17d + L 6 v R to y �o .0 z- 0 y ~ 2 y D 7 Q >. J 1 4 A" w D cam. 4 0 i �l�earwalls u to O i i ?�IeG'��-sem ff zi � a Hold-dawns � a � � MM 1 ® R M M J � M Tn ° m ,11S A ,.57zi i�OCrI� w WD I � 0 �//�io.�N f�rl �2 � •� I I or E'x�G�ID/Z (it/�9GC� IS7- ' � LON 5-4 I I I I - i Second Floor is hearwalls SHE .drat Floor Shearwall m r I ti V6-4 GLAZING OPTION CROS5SEC}TON D p YAX.DOA WIN I\7 0077 w rro-.rr f rR a,' ;rro wooers w r,a wri rA•r v,.n n[ •�•. •� •I•,r 10 W-w1.K arra � rnr rKwsaX r,[•y,a rr xr-rLt r►. .+...rr errs vrR(q Ir.707!0 wAr r/J H 0-t.0 qw w OaA»rl I»IH r■.r,HJAI w n[IV NAr4n V M K N r xo,r F! ,on w4 vY icaxy + W tiAN44xAa tru w\i/aT Awn.r ./wr r.aw.u,rw :e`a.(.i• ,p)asst r(r aK,fW A '�r i- °m r".o,a,.r I [ e xW a_. a N rw lfw w w rA. nµu..,r.,.,a wua nnaon wm w..unz ( ( , ■! r v .ruc..n. In.nr.ti./r CC ' aaw+�: �r�•a .:nom.�x \ - fir- _��== 2 BY WOOD BUCK - �.7-4- R­ __ 114' S SHIM MAXu• I = - _ - � H I _L - rsM.�'YaMnuaLAR/aL /�knYww B 4 u (Iff 1 Iii : 11�J( l I I� 21. 1NWcr A7,MIs laJ1R.. wl 1111'••', r I IIi1�.lII_ ilf 111�L l ll( 111 I - ./r., _�r »A>, UMTS. �„ ,•.A.4La mn uo BaLrs 4'69 FAIN p) h w.1-3/4* _ r FI -'g =_ --.:: —.- .:,. ----- v .• r "'A'A°\,/r""'.;ir'm � 4d � a 4� �•r•y�: 6 O. d HAs ro...4 w '••.:.�. h L boaJ��..o.ww a �r�rur°NAwls' a.•LYo yar = .d. q L ;,U °" INSIDE ELEVATION """ enx ct ckv.SLa 7(a MAX6, L [ u � ria o INTERIOR • a ,meat sucE eml T/4'-m 411 v ° 130 11/16' >r a, I-1/X'N 2-5/e•.211/T� e•RAEK ST=IkAi SWTHERM Yp•L,UN PINE 14 GA GALV.STLTt 14 GA.GALV. STLEL [ IRACX TNLxM59e .043• MAX MAX 4DL❑ � EXT[.RIO� BDiINp ALL LNO Sn;iS ROLILR IRNOC.9 ATT ALT4C0 0 L For r.•I wIR.wNGT.s ArIAu4ED N ae to w o I/C x 3/4• w/(.) •r 3/4• HcX HCAD SCREWS AND I(Cx H,LAL1 5u4C w5 rLR Hn GE -� Wf(a)sfla• r1-J/4 c PLEASE SEE 'GLAZING DETAIL C W the•GIA.- LAO 80.15 FIA HINGE r W r, B0.T i4CIANLR\ �+ N • ® e L DRAWING (;r3i-102G-EW-1 NUILUIiIG I' Gr �nF.M r 7D GA cMv.siEil r ' •�(�(�,/0.070 ••. - SHEET C lr 6 0 ,w y �r f. •� y t GAS 1d� : ` C6 rt7 ,[ }y `S ,ONS.STILL RUl1f.3t5 WTUiN[UTATE srn.L�Evr� J~ - Wf S'HGLIER STEMS 1RALx tllalWkATIr FUTI ae'UP TO•TALL OUJIS ' CCJ4YTl'LC pLLEF2 HINGE S1 °'°"'"" `�� t' 7 TYP. HINGE CUNNECIIUN S1 1 3/4' I•_r• i y . Tori.µ rtnul �JANe eRACK[T LPLATiLY4t -�rf tT'r`-rN' b w°r it � ° w � KELP iI01 P( �J- J r/ we nArw r O FCTION A-A (SIDE VIEW) " R c �" E It,ww a :::• ••. r y C T AY 63 TB '� Q M ?(101 ASR 0 1 II !_ J ri• i itl• err sT r3Ttiz �yaAatucrtsnaa�x �_f. V O ' 1'"' y ,.I ^' s( /II s�-a• i�'1-iit i9• 5l 5 [1y g „(��111i� ,, Y )ax„IL r�O.Mm[Sa RJ4xAZ MI6 W-Tf � ' 1.,��I,r• �- «°''4...•+m YIIx1n.IAI!A AT1AlTIIJI'NT TO 5THl1f.Tl1RF aAan o mra TAUT rA/r f+4 r.Awy pr•nt IpaD OxOx FxL tYASIIR �4 .'ti's[No.�_••�-- qrz.,r.max • .la.+� r.vraWEN we re ru.A lA'•,AP^�� +.� tL IA*io ra,w rr+ wux..,...d,.e,n xaK(*yiF,(Isl a ague ro we � I V d 4w O �r� r..r AM no.rua _..r a..m\.A..,�,Nr axreA rla F[rt uB Aum Mi la��u r „�a,Rn RlBDXm:[,uleF DOW SILICONE 5 >� xrN.r...R an,T �,��� ret m �^.•�„��,- _ ;r� nd M«,�.a�'Mx AMA I I L va M NAAIAL 1,-5 WOOD ra C' IY OIF ILAIILwS ! -.�y. - , ,:,b..-. 13YK 9/16” Ir I ATF nt n kz•v71RS aux WWXC Hir I,m 4cif s,ri v 11.1"r4wN sxr RAK ar rF NIL,4 It w i-u+I c-J/r nHlr[r IwAI w n4rH IN,of ..xrA,m rw rH ri..A•N:Amnur,r RI,w uuaw,x IrR(p swl AI4U40n lfY.lik lPQ[SS HIiLB,iRPL LEC A'Xr n a n. ,i .a-1.911 I RS _ ® r�r,raa d aarv[w r•aaiAN�.L(w uvAl•x .1 iA.,.A reAw IGBFo iAIlS.�ra xlfo MirF rrarw.><Y,ar HIAr sJr N r nxrrNe r rl„r 4010 w4a>r re .wouur nA.,.. w u,a r»..K Ar rw (KinT)SIQTS GYLSS t�i(D,310((-4rE.IQ1 r�r ru tci+l Hcxr,ul.r4f ic.r rxA.r ran.NA pwgl eTl a aX FJ 1) A •Iw 7(F[+/S 10 llr((iAr(.»4 0t0!µ(IST -,ell I{T.� Tic n. IIUI:•rt(w as(en.s xx uuunn wre .- , uA.JI nG-IaJiA2H ,arniaa..•N..larixr aT,rrraF,w a r IIiR AMbu. ,.•_+� 14n.K +Ae♦+r ®<II rni row r..N w,a nAo.41 s,r.rur tIA\xw r..w 4••r Tar ar ac A wR n4 rrm rt,r Nrx »' Y vR"tVIS1;315 r r ' pAl( I i4NN R rtFWXlAnwerrwruaAwrAwr d ll%3� s.0 n�� ABT �.4I „f,A4A rw r r SECTION C T I Q N C - C7-P9-q7I FAR w r..aa r.miu"«Dna.�rrro+r ,r •.,r..M.ar AY[ a 4.ra rM iva nIr ...rw Tp EI uc Ufa .5. SC -/ .'1,r•I�I�w . rMNaswrxA,AN.aor �.� PREMD[1K ENTRY SfiEMS MA1r40 rua,1•. 4w � 1»0 'w 5i,,a A•e.qn w as acw�Ar,A41 m wJ.r[A AMw rawuw wHx, a vsa IAcn(14r,i L�1x�� wvA•.r .� rr [ N«Aa Mme,r r "' 1(00X79 waaD G( 31-1020-EW-I eailrt P v r ►Ir.h PR ^:r:zcLorrcxH 'ill I.�ff(RS(lV r� F 1f�A K 1v1r7L TINT D TAIL a arW r a�xczm 8UKC:GCTtc.".LANCEQme tS66)32SHEET 4 dF 6It r Aa rak[VlSlpl l(11(R D sHt4nuN'G - be Sl;kEwnNGrIUR G4ART yY pIMERt 1'NIN I,,' SPACE xn%.- \0 INSIAllw114x4 (MeCpHEMT [HULK BCMI4,p vlxpOV TIN aA4trK,R Sl rrLv EITP) OUANTHY IN (7V/U4TIrY IN 1 INS,nLLArIUN - 1v0 x vuuo CALL WINUUN HEAD lr `i ILL LRCM MAIERiALS LiST ( .MOR sLRc, M- SIT pnrLks SIZE SIZE uv o IVO x vwo CAULK UL"IND VINDOU IIN r0 I1CN NQ TIESLRIP110H PART NUM ACR CONHCNiS SY OIRLRt AQ FV 2 8Y WOOD BUCK `- VOOD DEAD JAMB LV-14 flx 170E FRAME JAF4e-- SrtPil{TNG 1/4• SHIM MAX 11✓4• x 4 9/16•MTI. TO AE PINE, ua[Du1vnLCN1 er pn¢Rt I / 3r �'�l CGFa'RkS:;ION vEAT11ERSTkIP `16`0 l R N ) [ � 1 I7 V- K R 'N RAN x- n �"""'1 IW OGO' `X to 1 1 D ALUMINUM ASTRAGAL oc,o a 3/4' V- 'RLII%R BRAND GR LOUIVALLNT`SIB' ALUMINUM ASIkAGAl, ^' pwo i x x I 1/4" U ALUMINUM BU+TPER TIDtESHQLO EV•15 PRLNGGR 8RAN0 uR EOUIvnLENi ' 11/4' 14 9/16 P R E M D O R C E N T E R G Y B R'A N D WOOD E ) cLALs L1rP. e x.e L%t.f IN15M SLC Npr[SH O i7 x's 1 _r_ eT GTI4cRs Ix x 12 i , - 5� TGP CH4ANrRl CV-08 PRENGDR BRAND • 1 II/16' 20 GA STEC( HIRI-CTLR SLA 1 _ ;010 12 X 1. 1 a BY U,IILRS _�-_-�L --_ `t "�- 1• AIN ,Qyp Ia r s6 I x .�J Gr'n ;.:IN 2i (BI)ILIX �`5'PS.�� 3'-U x 6' -8 STEEL DOOR WITH BUMPER THRESHOLD U z m I u(n(1 knu pB xrtx B g u,BcyMcM, 17, > P rnR TNA r AN a Bn$f f[AH 11- pEN$ITY 2.0 Ttl 2.5 lb,./ft' * ,u.J I N A WOOD F �V „I_1 , n.n .• aFAcc xAx.J 2UOa Tom — 1 �_ PUT IGH CHANNEL EV-07 PRLMOGR BRAND • 1 11/16' - 20 GA STCCL D R A M E 2010 ji z ai j 7 ��' rr 10200 24 x x 7 2 ��;: l9) VOOD K CK 2040 24 x 44 a - CV-09 4' X 9 1/2'NTL. TD BE PINE OR Ca1JIvnLENI ••• D Er C, Ja x en 7�� .•. T �p� STRIKE 31117E EV-06 15/16' X 1 1{!16'HTC. 10 BE PINE 0R COUIvnLCNT 00 � 36x7- II -- HINGE STiLC [v-05 IS/16' X 1 11/16' NIL. TO BE PINE OR EQUIVALENT Lr/.( M 1'IN I kArQ IgAp•4 CxiLK1UR CxT.(:NISI 10 36 X Ia a 1 g 6 .'y'•.�:�: 7 � C�U T S W I N G/I N S..W I N G DOORS Br piM(KS l<l L!!CK;':;Cp TILLER PLATE EV-10 PR[MQUR BRAND - 05W THICK- H11L, TO AE POLYETHYLENE � y,j M M Jpxo sa x a4 a a - 3040 Aa x at a a 2' ' 2l 1 4'x4' HINGE f• en 3070 36 x 4e a 3 t EV-16 HnGCR BRAVO H11NEE OR EQUIVALENT • .097 THICK (STEEL) GLASS(1 rP. -�•---^UINnpV VIpIN F'LRlxt CA,1LK _ SEE NOl[L) Br On4CRS � 36 X W a 3 .Upli .a i la , � 14 VUUD HINGE JAMB V- 11/4'X 4 9/16'MTL. t0 AE PINE OR COUIVALCNT cTIaN� 4Ov _ 5 K 3/,' f3Ev.s. 37 1/2' a 40ao ie X.1e 80 11/16' 2 (4)SCREVS PER HII{GE INTO OOLBT AMINE= X040 4e X 48 3 5 6 110 X 2' I)4.V.S. 3FftkEvTTdfazz-HHTRrwFTNI1 IrLfw�j-4krV�-rkln lop. MAX pUILUING FLA T`OP. 4040 .ex4a s 3 c 7000 =� X T E R I U R k �"([ xppv C01) NIS MAM 0 08 w x 12 MAXMAx INTERIOR O liRC 1 rHLRLAi IRIKE Ju 4 INTO SIBEIHE J K4 4 UOvN FRU(IT x s'ac t CREAT II. R �LEP 64• 6H SLREV7r i1Qp`LA r[gDEurt PAI INTO StBILNt,r pavN rRUI 7/16' x 1 3/4' (cg. STAPLES v r•wx,yru „ Jr v w sp�o rq x 4a s �� '79 5/16' MAX DLO �T r3 v�,w /7T•K)zXr 3) PER SIDE 4A MT APR 1.0 zDOZ c0 x ro' � V GToi Tf c 4 MAX (1 CID nx J4. .H.V Ir A RCFCR ID CLCV411U1 VICV,TOR 1 Lf;U2CvS USCI N0 LOCntIUNS C%TCRIUR GO,O 7x x it 4 {R pecLlQn IY'St••�' MfdxM �.F Goz0 7x x x4 . z 1$ Kla x 3/4•fxv.s, pDlldigflL_7��� ""iN ( 4030 7i x as 4 a (2) SCREVS PER HIN E IYC JAMB W � ' ( 0 7;x 48 4 3 IU KB + 2 fHVS lZ)SCREWS AT EACH SIRHKC PLAfE ( )2 R 60 4 )a(Amine+slil+' X Oe�_j_„�� ( LDCKSET KVIKSCT BRAND 210 LITCK GR HARLOC BRAND 100 LOCK 4' 1 B •LlL.nar Nr _ 1)wu4DiAr cR.Me'wru+w.:ALy4u4UM RLOr 0067. 010 X 1 3/4' fJ4.V.S. - I 2)fe IHSIAJ1ATIIA AH4XUR S(RL"S MVST OE Of Sun ICILN/LSH,i0 ACHIEVE 4w, 2r _,_µ. (2)SCREVS PER H IL, INTO JAMB - Q`,3j.- VUUO SIGCLITE JAMB CV-19 I }/4' X 4 9/l6' Hil. Tp BE PINE UR CFIUIVALCNi 1 �I�• - r(�] r IN I RARE SICL E4OCQMENf Of I•INTO-YJO F%4A E4.MBLHL SPACE(e SCRLv ANCHORS 6• 4 �- '- •••'• 1 ;3/4' -tLiil`T:tFtaZzast-lNr�arAttpPr'L(NC�kaZ`t!Z-16+]c6L6 TUPOEGOORTOR EDUALLT \ „ 1 cROM EIEHIrV « M(IM T HL •..•+�•-La;• ' 22' x 6,' SINGLE PANE Ev-29 . SPACE � VIf:OGV 3)(:+L111C BEItr4U"xaww Hw AT IaAu r JAMBS wRN W(7-St ALwCSM CA41LX OR L �A� M..�S HEIGHT APPaaf:O[Lx W-APPLKi *N Of OW-St A0411.E(lAILK 4v5f cowtr MIN ,5_ /' A I (i TPJ SEAJAM MNrIXA.CTU1iLR'S RLCV4NENNr1ONS.DO NOT GAUCHE W-No SICL(w. 1 •/4a 'F SIGCLITE TRIM (VUUB) EV-21 5/16 %�1-/2' MTC. TO BE PINE DR EQUIVALENT rC GP HIINGE gq'O.L 4)us£U11Ex C/JLX pR CQWKCNt FUR pCR,MC TCR SEAL MLWxO L%ILRIOR Of B ••• ' VUUD CASING lie'a 1I n,L, I�jai LpyivA((NT7•li N IIS"•' EV-22 W'LI p[aT Lip[JAMBS'AS aLLIIM IILUItiG WOOD SIGCLITE HEAD JAMB EV-23 11/4' X 4 9/16• NIL Tp BE PINE OR EQUIVALENT 17 1/2' II NAIL n TPJ "1NU(/W By OTHERS. JILL 5)f•EX.(LT MV(Obw SIZE HS NOT t75r[o w HK,«Jq cH+RY.USE N+GIUR OWw7R'r jI(-�� !11 B•µms, rrn. LrSiCO M11H Ffxf WiCFJI 9Z[.(Wi SNE APPRUPI+Mr[0(3ia PNA GLASS; RCO o. O)(,�,A55 THHCW4LS5 MAY VAM I'lA D(RC(x41NCMEMS or AS,H E11O0 G[ASf FIN. FL- ��~� � � � WOOD SIGCLITE BASE - CV-24 1 I!4' X 4 9JI6'NTL. TO BE PINE OR EoulvnLENT (TY('J '-410 x 2' SCREWS CHARTS-w•' ZINC-Ass FS SIg YNGL[(AA2wCµ5O('AALLirILD. , T r 7)FA,04rr rVNGNEO MJLES w FIN MAAIB o0 N01 RLQUiRE NSTALUTKIN SCRtwf. PI]EYPRCWYLENE LITE FRAME GC 164].GOC 2 Hw PD(yprvpylene by ODL PCRI44ETLR CAIA_K `l IF NM'LfGAaIE-r45TAlLA71x/ANCHOR$Ai'E 0"LY REO 0'1MRU F AS SHUWN ON (2) PER HINGE BT DT1�R2 B-,, Rrr•)--�1 THIS SHEET. SI X ( 112' PAN HEAD SCREVS 18 PER $RAMC,-y�7,SA'ZA T"TI 1 IKTki iT i t�r$if:Til"' 8)KINCO,LTOS,IW SV;NES M1,M1 IS 51V ,W51AUADUN ECIAtLS ALSO APPLY SIG:!ITC Si ICES L"T[[o 14•E „[ .ITER TO Kr4CQ'5 To SLRts.MARK 40/50 SERIES naiURE wr".S. - CV-26 IS/I6' X 1 11116•NTL. TO DE PINE LIR CGUIVALLNT 4 3 1 l/16' vAT1 N' ) PIN NAIL r Las 2!x17 r p FiLK V14 141 r Oc IHE)riLR,i4SCe a HAuua.016 IRM .. II► ' 31 /16' 11 TOP OF DOUR KINCO, L D=✓ SILICONE tf995 TYP. ON HINGES TO OF LOCK 4: JACKSONVILLE, fLPRIDA 4 9/16' JOIN&UlCSSW ux DECE (CANfa OAIEC1JNrNOUIFICArl7i nl.m a KW(KSET a0 IHSiALLAiIIM4 `ILL 7701 vIEWEp fFtCLEOMOEXTERIUR ,, ..•,. ,„ A+GI([xF SLAy;V(1 TP.) BY Dl4t RS •: •• 11.1,•, ''• urVU FIN PICTURE WINDOW iw X VLX;D 4 :,rlr% INSTALLATION DRAWING [TIEIISIiHiLH(SSHUI(O,SIBLI/1T.14'3 A CUED PAGE 5 (DOOR UPI ION ) w-,-go R.� r txi.rH4uN w» - x L 9T DII LRf BY OTHERS SLR -- T) ) LI R(YI� (Y l{ PT HNA.tL NARTINE7 BB )2/)9/0) 7 660 DEADLOCK Sr[AiIUI. V x1H SECTION (("""��� /� E-1(� -�•-� ` F14 SAS CCMHtiYy,'G'AITN TH¢ PAR _ er D,rtaf ENBCL»CNT �"� wLLIn�[. CIVIL 720.0 N.T.S. °•4 i4�L JAxCUOc \ T { )1\I LJ _ �J _ '.� '' J I U I v JI-.J\ Jr../l suit--.;y��+�;�Iwnadc cupE AR'8f lv1 •� ofar�, n.LLIp 47182 Lav IL,ILO Hccr. JUN D 5 D NREM0 R NfRY SYS UMS �" uN H 0r I �T� err3jDN ) - - n..Io.a w•A 0701•ax s.IwH,0717« Hrla ••4+[•..an.wr,.....rr•.rL• .0 1 �.�,�. x.,A>P.I cr•o.r - r 9I G xiREX 1102 8-E W PROJ.�/ iRLTL IxVT:+NFF A — BVRDr CpOE CAAIPWAK;C OFFK;E PIT ISM,a 66)w SHEET 3 []F G r, AG.Ek--TE Ly,01-O Y r W,L 9 r NIH. VINDOIJ VID1M - I,4 sync[ fwx Iwo By VWO __ R(VISIRILLIIll ANC$SUR QUANTITY GIIART FCATHUHD•- CNBC[4HCMT - CAIAK BOUND FRAC BY 0IKQS UP TO 70rsr Br Dir4LRS vIHWv FIN ' DA"sLK DCHIMB WINOOV(IN r---- BID x 1 1/4' MiNiMUM EMBEDMENT e CA. ivD BY WDDo (39•.F'EP SIpES KWIKSET CALL wtNOUW HEAD $ILL JAMB Cxl.FINISH FRAME BY OTHERS FIN(RARE JAM8 -------- SICAl HUNG BY DiHERs 200 LOCKSET Slzt—. 7E BY DTHIERS ALTERNATE: 3/16' PFH TAPCONS'• w/1 1/2' MINIMUM EMBEDMENT 31 2024 24 x 28 2 2 2 2030 24 x 36 2 2 2 1 1118 x 2' F.H,W.S, 1' NIN. - 74.00'N4x 2D3e z, X 44 2 2 3 (HB£wENT -` NQMjH/E> __ 910 x 1 1/4' MINIMUM EMBEDMENT 2044 2, x72 2 2 3 ALTERNATE: 3716' PFH TAPCONS 1050 24 K GO 2 2 3 _ Ext•ruuSN w/1 l/2' MINIMUM EMBEDMENT 2Ua0 24 x 72 2 2 4 "2070 24 z 84 2 2 4 T I!4• SPaCC ><`-.' � ,,,.: 1,1 Br 0114CRS r 24204------ .�'s--Xx•-..' 2 2 e ( EXTERIOR (2) @ THRESHOLD 2430 28 x 36 2 2 2 .8 :HST ALLAiION - 2438 28 x 44 2 2 3 ArcRUR sER£v \\1��� O 2147 28 x Sz 7 6 Q (2) @HEADER V/ 2450 28 R 60 2 2 3 X8 INSTALLATION i I O 3 _ Tom'+ 2 2 3 �- ANCHOR SCREW 5 1 O 98 x 1 3/4' SCREWS 4 - �wr/ 2460 28 9 72 2470 28 X $, 2 2 4 GLAZING It TP. 1 I 1t' 2 4 BY CAULK SEE NDI£s) ;- I JAMBS T O THRESHOLD � , �� MH, 2130 26 % es L s (2) PER SIDE 1 2824 3z x 1x za 2 e 2 SECT MIN N 2 PERIHCICR CAULK 2830 32 x 36 2 2 2 BY UTIERi fl .„ 2838 32 x 4, 2 2 3 FIN IRAH[ HILAULR C ••rF B 2844 32 x 52 3 -•'•i- •r' 4' •- UILD N® F41+NQ eKAH.(INFp 2350 32 x s0 z z 3 WINDOW a ` •f - It}~+VIII��IEI7 FOIL 2860 3z x 7z 2 2 4 GLAZING IT IP. IICIuHT _ L o a T' ,r � CObj3COMPLIANCE 4' 4' j 2870 32 x 84 2 2 4 SLE "DIES' - a KEEP THIS PLAN ON 108 1 *64 2830 32 x 96 ? 5 I Q L_ OUTSVINO (VIEV FROM EXTERIOR) 3U24 366 x 28 Z 2 2 2r O.C. o r I u 4 9/16' NOTES: 3030 36 x 3s 2 2 2 TIN(Rank SILL ,.,�; rf HA2.(irP., I APR 2 5 2002 B 3038 36 x 44 2 2 3 3044 36 x 52 2 2 3 SILL STOOL — (+ 1.) WOOD BUCKS BY OTHERS, MUST BE ANCHORED 3050 36 X 6U 2 2 3 4i- By OTIER3 T r1 Buil Zoning Inspection D'v•Jax.,FL. , 3060 36 x 72 2 2 4 �J] VINDUV 2 I - -- .r !NTERIOR �� PROPERLY 10 TRANSFER LOADS TO THE STRUCTURE. 3070 36 x$4 2 2 4 "El H'T EQUALLY I P** 2,) THE PRECEDING DRAWINGS ARE INTENDED 10 3080 36 x 93 _ SPACE • Z 2 5 f-`C 1�" 0 n ANCHORS CxOminar s,BnBlare QUALIFY THE FOLLOWING INSTALLATIONS. -`31, 40 x 28 3 3 2 - 3a30 40 x 36 3 3 2 <trPJ 3131 40 x 44 3 3 3 PCRIME7CR CAULK Llcansa No- Qpp1 l�/ _ A. WOLCD FRAME CONSTRUCTION WHERE DOOR _ BY ailrcks SYSTEM, IS ANCHORED 10 A MINIMUM TWO BY WOOD 3444 40 x 52 3 3 3 „4 srncE rpx. 3450 40 x 60 3 3 3 //1 6.MAX.(IYP.) I � 1 1/4' MIN EMBEDMENT JF SCREW INTO WOOD OR zS I X WOOD BUCK OPENING, 3460 40 z 72 3 3 , INT 3470 40 x $4 3 3 4 r 2 X V3OD BUCK Of1y• PFN TAPCUn'S w/1 1f2' MINIMUM EMBEDMENT APrRov�GAsconTfLYINCY�n,rHE B. MASONRY OR CONCRETE CONSTRUCTION WHERE (T 3480 4 x74¢ XB INSTALLATION __ T SJUIif�CHT0 UQ1 N0000E DOOR SYSTEM IS ANCHORED 1p A MINIMUM TWO BY , 3824 44 x 28 3 3 2 aHcHuR sLREv \, " f(��r STRUCTURAL WOOD BUCK. 3530 a4 x 36 3 3 2 1 37.50' ^�1/4' GAP MAX. 3838 44 x 44 3 3 3 11 HSN I AMINCR 1 (/� GATE ' C.(... y /�AF000 v/ AX $Y 14^ �A pL C. MASONRY OR CONCRETE CONSTRUCTION WHERE EAT (I4NSH OUILUIF4G PUN PRODUCTCONTR04DIw;pP1 DOUR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE 3841 44 X 52 3 3 3 BY a1NCRS LnBt UMENT ` FRA BY VWO 3850 4, x 60 3 3 3 TvO By Q1H4CRS REVIEW:U j01t Vp4ADW LT°) 3860 44 x 7z 3 3 , sH4tAtFnNG G01)p COMPT.IANGB vlorH - SECTIFIN I KEEP THIS PLAN ON JOB OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL 3870 a4 x 84 3 3 4 er DiHn_r4s BU!LpINGCOpEGt0A1PLIANCEq}`FtOE 3880 44 z 96 4UL�4 4$ X 28 3 3 2 �1'P 2002 EQUAL LITE. ELEVATION 2 /� /� r TN,-•• ACCEPTANCE NO p.p�• ON BY WOOD BUCK. 4030 48 X 36 3 3 2 " 1 SECTION f 1 �j �U T J W JI I`J, - ---- 3. ALL ANCHORING SCREWS TO BE 910 WiTH 4038 48 X 44 3 3 3 I) WINOVN fk"( MATERIAL: ALUMINUM ALIOr 6063. OOa4 48 % s2 3 3 3 2) 18 INSiALLAIIGN ANCHORS MUST BE OF SUFHILk,NT ITA.TO ACHIEVE MIN. VIEWED FROM EXTERIOR . MINIMUM I 1/4' EMBEDMENT INTO WOOD SUBSTRATE, 4050 4 x 80 3 3 3 EMBEDMLNT CIF 1"INTO FRAMING MEMBER, SPACE IB SCREW ANCH4CYR6 6 FROM Building&ZQRing InSpCIA" DI '1ax••rL• C" A6C T pUNT7`M-061FICATf6N R,H. OUT S W i NG - 8 CORNERS AND 24. O.C. MAX. 1 I� n J 4060 48% 72 3 3 , 3)CAULK GLMIHD WINLCW FIN Al ITLAA k JAMBS*'TN(YUp 58 ADItES f UUTLK �( K � n�fr1� 4070 48 X 84 3 3 4 OR APF'ROvED EQUAL. DO NOT LAVLK QEMINO SILL FIN.APPLICATION CSF OVO-SR 211011 ULLiS 101(6,iRPC LLE A'Fx B'- DATT:OUN�)T�NL�GIT'I<AT TUN ]/aa J, L�D��LItJIVTY_Muul1 II,H•I TT N 8/21/00 408_0 3 3 5 ADHESIVE CAULK MUST COMPLY wak SUCN41 MANUFACTURER'S RECOMMCNOAr10NS.E%d4^Ilr.r,�gnal,M% alp(STI AKROVEDASCOMPLYwGWIHTNE LSIRVSIU6 UE(SS 1BI(1,SIB IJL141 A D PA 4 (GUGR OPiI NC) 75.98 RS LIMITS:(R+7_ESS N(JfLll,FRAC. JEC dH[i DADr[GUNTY HUDIFT�T]� B✓3/O0 _ 4424 52 X 2B 3 3 DO NUL CAULK 3[41840 TIN AT WINDOW SILL. L14CnL!NO- tt'' _- C 4430 52 x 36 3 3 2 4)USE LATEX CMJLK OR EOUNA1ENT FOR ('LRIMETLR SEN.AROUND EXTLRIOR Of 50'J1N((�i' BLtq, GG00A[ LIR TdYlSlielS __ SWI p R.H, INSWING 1XTRtfSID'tS:l�+LISS 1{DI[�,S1D.•(Vt.1111 4438 52 x 44 3 3 ] WINOQW 8T UIHI(R6, n I/I N O �� 5245 OLD KINGS ROAD p,CTE��y/ZPo• r 4444 52 K 52 3 3 3 5) P(XACi WIHNW4 S, IS NOT U51Ep IN ANCHOR GWi1. USE ANCHOR QUANTITY '•�',s'T•�T,:•'` .r r\ f 1111JACIKOLD:KINLr. S ROAA 3825. tt FF It ;)-"'�- A ADD PAF 4 ( CUR OPT N$) -25-96�S �•j��r�r_Tr. � PAR hh ;F 1 i 1.J LL/I ll�I UBTCO miH NEXT IARCCR SIZE. C.4A.•. -. -=�-�- X11: - LTR. T�EVISI;A'$ CAl gT D. 4450 52 x 60 3 3 3 G) CLASS TYPE A+p THICKNESS WAY VART PLR 111[ HLUUIREMLMS tK ASTM E13U0 r TIRE, PRUOUCiCDHriHVLDMF40.V PREMDORR RY SY T � 4460 52 x 72 3 7 4 IN$TALLA7IUN DETAIL WUpO FRAME UPC,NING - - Pf,R1 N. 1 4470 51 x 84 3 3 , GtA55 CHARTS, INSUUIINC CUSS IS S44OWN, SINGLE CRAZING IS AL50 OUALJIEO. omO-NGCWEdOiXkumtOFFICE 31--1015--EW FIN SINGLE HUNG WINDOW TB III TW SERIES A li'o•C 4112 (fr L.H. OUTSWING NMR ENTRY SYST 115 WTL• SCA: 7) FACIURY PUNCHICD HIS AF IN FIN JAMB UO NOT REQUIRE HNSiµ•TN THIS SCHEET CCEPTAYENO pQ(] } PI11SulU,Q 667[•, n SHEET S OF 6 31-1019-EW 44$0 52 x 96 3 3 5 IN51 ALAI ION ANCHORS AtE ONLY RCO'0. 7HRU iW AS SHOWN ON THIS SHEET. �l CNry4CLXe ORI; DAT[: t• e) KINCO 210-S i8 SLR:[$ WWUUw IS SNOwH. INSIALLA7IVN VPALS AL50 A'I'Lr TO //`y4. MANUEL MARTINEZ BB 'OK7 Ol n rlLavuN R(YISttTIL[II(R C L.H. INSWING ss(zcFKz �rz /f+1 SHEET I CSE' 6 xINCD's Tw SERIES vnNDUw, - o,+"trr" t' CIVIL SEAL[: N.T.S, pwc.Hp: R[VISI(7Tl(iiCR C cx KJAx1o7( w rL•REO.Ha 47182 KLY,LETTER: SMLLIt 1 REV. DESCRIPTION DATE I