Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
7715 Merchantville Cir
4 r City of Zephyrhills Building Department Construction Notes Finish floor height shall be minimum 8" above crown of road (City of Zephyrhills Ordinance #237) Each bedroom shall have at least one window sized fro emergency egress (2001 Florida Building Code #1005.4) Ductwork and appliances in garage shall be protected from physical damage (2001 Florida Building/Mechanical Code #303.4) Tub access shall comply with (2001'Florida Building/Plumbing Code #405.8) to concealed connections Balanced return air shall be achieved through the use of transfer ducts or grilles (2001 Florida Building/Mechanical Code #601.4) Window glass hazardous locations shall comply with (2001 Florida Building Code #2405.2) Installation of gas appliances requires separate permits 2002 National Electrical Code 210.8(A)(2) - All garage receptacles shall have GFCI prottection 210.8(A)(3) - All outside receptacles shall have GFCI protection 210.8(A)(6) - All receptacles serving countertops in the kitchen shall be GFCI protected 210.11(C)(3) Bathroom circuits shall have no other outlets 210.12(B) - All outlets (receptacles, lights, smoke detectors) in dwelling bedrooms shall be AFCI protected 210.70(A)(3) - Lighting for A/C in attic 250.52(A)(3) Footer steel shall be used for a ground 406.8(A) - Receptacles in Damp Locations 406.8(B)(1) - Receptacles in Wet Locations 410.8 - Luminaires in Clothes Closets 422.18 - Support of Ceiling -Suspended (Paddle) Fans • to,. TERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA GENERAL NOTES: U- _ � i E, N, 9,_31/2, 5'-4" LATER FOR RANGE l ND 0L. PLANT SHELF PAS'�I HOD THRU LANT SHELF SOFFIT BRKFST NOOK AREA PLANT SHELF SOFFIT LOFF11IT I lull) I I I IIII I I I nml l l lain I I lulu I I I IIII I I I I IIII I I I Ilgll I l uun l l lain I I I IIII I I l nlal l I uun I REFRIGERATOR C KITCHEN VIEWS NOTE: VAULTED CEILING IN KITCHEN MC MIRROR TILE TO 16" 1A3 to - o W/C 0=0 N ,v�. MASTER BATHROOM � INTERIOR ELEVATIONS REFER TO FLOOR PLAN & FIELD MESUREMENTS FOR DIMENSIONS. SCALE: 3/8" =1'-O" D/W ral ,�, 5ATI-4 2 u- a w o U aO w �D wo MM W �00 x�Ir0 LLw U oU) LL rr O ¢oQ0 _ z 40' 0" Z 0, Li- � o 0 LL I 0 Lu < 1 "N Cf m Q 8'-8" 15'-0" 10' 8" 5'-8" Q 0 l— o ¢ U I- 5w-w O � +Li o o¢zC/) �,�TIO w w ¢ 0 w z LL 0z�u-0 _Jco --ix EGRESS 8'-0" X 3'-0" L m a EGRESS o N mo o LLJ 0 z m o w 35SH 6068SGD oz m O 25SH Q WUj UjEoa + <_j mm J N N O' �oz�a 0000 EGRESS 11 WALL LEGEND (n a<(' �,o ,� EGRESS 12 -0 L rE J W n + + Q 9 11 ¢o�¢o � G l 3 S7 S 2 FRAMED WALL 2 x 4 U.N.O. w Ci F = z ao Z E— — N �:: :::! :5:::::::�'<:<,<i>::r;?:; �fii i;i:!.:!;!�'::::f.>.�:;�::�:::i<::�::r!>;:::�-f:::�:.;::::�:'::>:�:::>�:::::>:::>?r:::::.:':>'�:::f::.i::i'_::ii f?r f:f�:f !!!::; ��: �:: — 6i MASTER SUITE ;_ _ FAMILY ROOM 5EDROOM *2 � � - BEARING WALL c7 z w � N� N m \11'-8" x 16'-2" 15'-0" x 20'-8" 11'-4" x 10'-6" cv z o n 0 0~o nm� p 0 z U cn V�4ULTED CLG. `: � CARPET $' CLG. � w z O w— N CARPET _ _ _ _ _ _ _ _G T _ _ CARPET _ _ _ _ INTERIOR SHEAR WALL w o a I` o N m o 18B 18 w0inE3u)�zaw N o Xw o 11 i 11 w m o w LL O ¢ S 5 12'-4" \ VAULTED CLG.--15'-8'— 5 -8 6 -4 S 5 = o w Z Z LL z N r --------- --- — MASONRY WALL/ SHEAR WALL ~oz��¢m3� mocmvz¢ o 3 10'-0"CLG. p¢EL wv)amm N 'v LUp c~!1 UJ UJ —J Er Q m J p m ra �r ¢''' _ 1 „ „ wl S7 wp0f3:mzCf •W �u,�;Q 5' 10 n a 9 o a - a o z ao rn m � a U w 0 2868 _ F RRI MASONRY SHEAR WALL INS. W U NG cp z J / w J U -i N w 0 (6 IL) U_ n rl �I --- ---- R/SH pz�o!=0Of0 in a=�wo 0 ---- m ¢ N 2868 N.: �YcnU�cncn❑❑ tL rn¢mcnUz W AREA TA B U LAT I O N En 8 $ S 6 I cb� DBL TOP PLATE AT 14.1 S 6 FLOOR LIVING 1554 DINING 12" BAR TOP ON S-6 10' 2" x 11'-6" 2X4 WALL �EDi�00M #3 GARAGE 433 p o I _ 9 1 2 AFF 3 1 11' 4 x 0' 6 / - l- 10' 0 CLG. - (� 11 o ENTRY 89 <:�...:;.:. 6' 01/z"co I 21' 111/z 8' CLG. CARPET I- Q CARPET - ch OL FRAMING FOR '`'" '` � OPEN PASS TH UTo ❑ >_ TOTAL UNDER ROOF 2076 ........:.. I TAB VE NTR. ..:<:>> m SOFFI 0 C 11 11 „ „ " ' 1 _ N 6-5 4 6/z 1 5/z 4-4 12-0 ❑ 2 6 /z 6' 5 2 /z ZEs SOFFIT �'�' ATC NOTES o o I ---- ---- - U) c _ _ N LINE C0 T � N o - I V �/� W u' 2 d' i N 0 o YI W J FOYER � t.O N ' ' — — d O, ^Q�,� - �; m V ULT CLG TUB/SHOWER ccxe 1 J / �' ¢ - V NYL TILE TO 7' AFF ' W 68 �` 0 ' �.SINK I� U 00 :::.::.:...:... l� H CAB. O \ B c� SOFFIT I I 5ATk 2 J (� LINE Ito 8' CLG. a I 00 I Q01f— (D WIG w --- - SOFFIT c� z N E VINYL �G ITCH -I N T= � W Z I,�-- � ¢ a ) 11 , 11 8' CLG. = A JI I 5 -5 3 -5 U) ❑ N 1rLINE a __ 11 0 NOTE: GIRDER TRUSS CHANGES Q �c cnij o0 ,QT 10 0 CLG. I_-- '� Nw Q N VINYL _ `'t€::; a ' LG. ' � � — �' 1- VINYL O � S-7 0 � N�- LOCATION PER ELEVATION. PLEASE _ F W I a� I m D a _ II I C - o II 11 _ ERIFY THE LO T T , 11 V CA ION WITH HE - V YL--------4'-101/z 8'-10 I� � 4'-8" � � 3 -2 0 - �- 6' 01/z" .--- -- o CORRECT ELEVATION. R/SH 'I REF. RYER VENT THRU li 2 6 i i OR X6 WALL m Q I I OOF MAX LGT 25'-0" 30 I: o S 7 i ATT C m = GLASS 1/2A NEE U L HANSON BOX S-7 ;ACC YR� NOTE: SEE SHEET S-14 & r x1tALL E TER cq N 2'-8 r T = , r "T 36" AFF 1 - 1/z DOOR--- -- Ln VAC ------ m R,SH S-15 FOR WINDOW ❑ w ¢ - 1BR<PST c�v �'� 3 5" MANUFACTURE ❑ l- Oil io w I I I I:. 13 3068N_ U D I W 110' 0" CLG. I I o w J - 8 286 L J S3 VINYL tY - P VIDE 1" RO O M. W/ 3/811 0„ PLATFORM z o 0 LUN, w - NOTE: SEE SHEET 3 FOR z w BC5009 0 00 T CK 13 o FOR HVAC UNI 00 FRAMING DIMENSIONS �p �z 8' CLG. TE ERED GLASS S 4 ERIFY SIZE W TH v m 0000 ,,, cn J 01L11 (V 21 811 INYL 5'-51/z" N 9'-6" 2'-11" MFGR '-11" o o o u' _ 2868 �u a�wow - — _ — _ — _ _ _ G.T ELEVATION I ONLY c� ~ ❑ PAflLIRY - - _ s-------- �¢ zoo❑o 1 W.H. 3 SHEARWALL 5 SH `� 3'31 4 j DOOM 0 > 0 CONN ECTOR TA<r=0F1 ❑ - J U 18 11'-4" x 10'-6" 18B ❑ J Lu w - — - - S 2 G.T ELEV_ TION II-1 S-6 - — - _ _ — _ _ 5E.1 8' CLG. S-5 WALDEN GRANDE 2003 _ > L z � w 13'-6" 5'-2" 8'-33/4" = S_7 CARPET 12'_41/4" QUANTITY USP ID SIMPSON ID ~ - ¢ a U 186 6 18B 0V, - S 5 S_7 S-5 9 19 115 HTA 16 HETA 16 18'-8" ATTIC ACCESS NT�� 3 S-6 EGRESS 25 RT16 H10 0 LOCATE IN FIELD : S 2 '> ' 22" X 36" MIN ' ------------ ------ 2 LUGT2 LGT2 N U) o , , -- --- PRECAST ABV Z U N-------------- =00% 2 LTS20B LTT20B L6 O Q m 2 CAR C�, RAGE g0 35 SH 1 HTT 22 HTT 22 ,N 8' CLG.A.F.F BLOCK TO 24'1 24 5 RT7 H2.5 LIJ ' 1/2" DRYWALL ON FRAME WALLS FRAME ABOVEJ S 7 60 SPT22 SP1 Of O 21 R-11 INSULATION IN FRAME WALLS 1 2 1/2" CEILING BOARD ON CEILING 60 SPT4 SP2 PAINT ALL BUTT JOINT ON S-2 S 2 2 X 4 WALL SEE SPECIFICATION SHEET FOR 2'-0" 6'-4" 4'-0" 5 RT3 H3 CEILING TEXTURE TYPE W/ HEADER lie .----------------------------------------------, @ 6'-8" 0 5 SPT4 SP4 N w J Lu o _ ___ ____ __ i _ BOT.OFGLASS ' 24" OFF FLOOR m 10 SUH24 U24 O Q () z z O 18B 18B 10 HTT16 HTT16 O � z ��,,., F- z L S-5 S-5 10 LSTA30 LSTA30 (�I O o zo n HOSE ; 5 MP34 A34 � ` o p 0 'n Z 0zF BIBB 5 5 15 LSTA12 LSTA12 L, w Of S-8 S-8 I z�~^^ 2�� a 1. SEE UPLIFT CONNECTOR SCHEDULE FOR EQUIVALENT ,'' w v! UJ uJ Of USP CONNECTORS AND STRAPS. w 0 O 0° = z 2. SEE FLOOR FRAMING PLAN FOR FLOOR HANGERS. W — 0 � L) 16X7 OVERHEAD 3. SEE TRUSS MANUFACTURER FOR ALL TRUSS TO TRUSS `--i ___I z o 0L CONNECTIONS. > Q ¢ �_ o 2'-0" 16'-0" 2'-0" 7'-8" 12'-411 01 *DISCLAIMER �..O Z a, z w 20' 0" 20' 0" THE QUANTITY OF CONNECTORS IS /� z N ¢ w SHOWN FOR CONTRACTORS CONVENIENCE. V J O 0-¢ o 40 -0 IT IS STILL THE CONTRACTORS RESPONSIBILITY ` w < ��OOi�' ��� I �t TO VERIFY THE CORRECT SIZES AND QUANTITIES. rL.L SHEET NO. 0- EO SCALE: 1/4" =1'-O" O 2 Lu C� of0 z N 25w 0O:D • >LAST PLOT DATE N OMarch 02, 2005 if _I FLOOR PLAN FiTive-1 w w<o N +Q+ z � 0 LL o w < ow di • z Q p2z � C� cn � W x��o ) L U o LLv) O o z �Ya� zN oO QOfHz '= W 0 0,ww L W az=0 �- :0J pwQ0 i. N = M C < ~- <ZZ C 0 F— 5 u-i O O a�w¢ + + V) w Lu z LL 0zLLo OJ(.) �X W a0_0o °W°0 o� C) U) V LL Ow0Yc ZM Cn0 Q W �WOm ` + =LL N �V-y OwJZOti NZpi—wQ 00 My000f�0Od Q cn Omw -1- FE Lj_jWO't 0- oo >QZr CDQ �d Q O 3� Q 0 = Z 00 ~ fn w Z O Uzw <wvi N m hn o - 0 p ei 4 z N z ZVU W— LLoLJL 000 O Z (w z H J W Q M U — LL LL LL -i N W 0U�MOZd W N LU d wCC O CN = O M m 0 pU O Z W z O LL Z W — J N ~ p 2 M Q 3 m O N z O O Q n = W W m m m W AN C,4 w V F p m J w f6 W U� MZ= W �J.�I=~ =�HaH2Ci O Co F- m-J -jLL Un:WUL -t�0 zLO�wO00Fi Q= H Y(nUn U) W LL M<0-W0 p ' ❑ N =z W L! N 3M S h . W O c+) ❑ Z O "� 21'-111h" - — N o O U] J Q1 N M O « m 2'_6 ,. 3'_ ., 5 .21h" 6'-5" 4'-61/z" 1'-51/z" 4'-4" 12'-0" sz 0 wmt0 a �7 J` ., a I J M m s. loll ,;, '' ' �, �UlLm 3'-5" F Q 00 Q N `o - o _ W 1� � � I'I Q M I I L0 N II00 -5 Z - rn - II � ❑ - - 1 4'-10 /z" � 3'-7" 8'-10 4'-8�� II �� 3'-2 8'-10 -8 to 00 V2 00«€t DIMENSION FLOOR PLAN SCALE: 1/4" =1'-O" 0 z w o�z c� 0 W HCnWJ J OON2> Zit=3:_N < CN Lu =L, Q C7 O 0 0000 J 'r O H w z J�co LJ G 2 > z 5 F—�000 N Z U �? � , O Q N W J J w 20 O OJ z—azo Q (� }=z z�> N= 0j�0 z p Z p p z Lo W Ow ado 'z U) a LL w LV W 0 — m = z o v _ \ < O �Oa '� a. ZU W a z o ` w U �2 Cr n, SHEET N O. o L) 2A L) U w OF m U) Z N 25 0 w o > � LAST PLOT DATE March 02, 2005 N zo i DIMENSION 1-STORY STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL d b 0'-0"4'-O" 10" 16" W/ (3) #5 BARS 127.2# 6'-8" 4'-8" - 6'-0" 10.1 20" W/ (3) #5 BARS 210# 4'-0" 6'-8" - 8'-0" 12" 24" W/ (3) #5 BARS 374# 2'-0" NOTE: 1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. BLOCK WALL REBAR NUMBER/SIZE (1) #5 CONT. TIED TO EACH VERT. F.F. REINF. BAR err•--����� _g h„ r ;,- W.M. TO BE TIED TO #5 CONT. FINISH GRADE REBAR COMPACTED CLEAN d FILL 3" COVER TYP b" SEE SCHEDULE FOR REINF. STEM WALL FTG. 1-STORY SCALE: N.T.S. NOTE: * NOTE: - REFER TO DETAIL 34/S-1 FOR TYP. STEP FTG. FILLED CELL SPACING AND FOUNDATION SIZES WILL VARY BASED UPON THE HEIGHT OF THE STEM WALL. SEE SCHEDULE ON THIS SHEET FOR REINFORCING AND FOUNDATION SIZES REQUIRED. NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF NOTE: MAXIMUM HT OF STEM WALL STEMWALL DURING UNEVEN BACKFILL CONDITION @ 8%0" ----------------------------------------------------- 2" VTR JL I I ' 3" VTR , I I 1 SINKS I I � ' 3„ VTR TUB ; 2" VTR D/W LAV /C � 1 I 1 I 1 I A`/ LAv 1 L_A V 1 W/C I -1/2" ' I ' 3" ; TUB 3„ WAS 2 I I ' I ' I ' I 1 3" I I ' I 1 I 1 I 1 I I TO SAN. SEWER ; I I 1 1 FJ.._UM51NG RISER I � I NTS. ----------------------------------------------------- I 1 I 1 TYP. @ ALL CORNERS 0 ti T mm �r Co Lo N N Cf' 0 N 0 00 N Lo ti i I I I I I I I I I I I I I I I I I I I I I f I I I I I I I I I I I I d I o' I I O ' 0 ' I I I I I I I I I I I I I I I I 3\ 40'-0" 1 8'-81, 15'-0" \11�-1 j 10'-8" _ 5'-8" I 1_ 16'-411 1 _ 1 8'-0" I .- 15'-8" 1 1 4" CONC. SLAB _ can WITH 8" THKN Q a 3'-8" 5'-4" 4'-6" = 14'-4" EDGE i� �m o 3'-0" 4'-0" 5'-2" W'DOW OP' �- TEP DOWN 3.5 — ---------- ------------------------------ --=cn- ----- ----- --------'------------------------� ; ------------------------------------------1 1/2 X 1/2" RECESS ------ ---W DOW OP G I I I I @ SGD I 1 I ' INDIC TES FILLED CELL S-1 0 W/30 0 PSI CONC. GROUT ' FROM FTR. TO BEAM NOTE: THICKENED FOOTING I W/ 1 5 REBAR VERT. REINFORCING TO BE CONTINUOUS ABOV SLAB. TYPICAL THRU PAD FOOTING TYP. U.N.O. t6E.1 @ AL PLACES SHOWN S-7 ; HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" ' I EXT. A BOVE SLAB ' ' n ' W/ (3) #5 E.W. BOT. 4 3000 1=51 CONC, 5 ,45 W/ 10 roXro 10/10 W W M CH,41R SUFFORTEU s-1 PER 1=5C, OVER 6 MIL VISQUEEN I I I ' 1r,41�'Oi� =,4R1z I E1D A T E,4TE1) 1=tn= TE1DM ITES 1 NOTE: PLUMBER TO VERIFY LAYOUT & DVfV SIZES BEFORE CONSTRUCTION BEGINS M ALL FOOTTINGS MIN. 12" BELOW GRADE N 19'-11" I I I I I I I I I I I 12 I ~ in S-1 1 ,55-, LAV 6'-01h" ,, 2'-8" 1, 4'-4" I IJI I QI I I I I I �I I IZI I I I QI I wml I ,l I I I I I I in w 27'-10" I 12'-211 I 4'-101h" 2'-8" 4'-71/2" 1 10 - 01 I I I II n II I I I o SINK c) I I I 1 1/2" x 5 1/2 ' --- II I I � 1, ECESS @ ENTRY ; " PAST P.T.GREEN W C ; 1 TUB ERIFY W/G.0 Lq ' r `, ; i ; ; o 6 I I I .' .• I � I I I Q m 1/ .� I I I I I- S-1 ; 2 X 4 WALL 1 0 1 1 1 I I I _ I 2x6 WALL I I I---------------- - - - _ - _ � _ - - =7--_------�-W -- I W/C N_-- _--==r— _ ! ! '�=== i� 2x6 WALL II-\ __ -- i' r--- --- =- r,- --------j - ,�I I W r - (y) ; ; 1 ---------DRAIN 1EP DO N 31 I I I�---- --� ________ _= 1i J I - UNDER SLAB PROVIDED �,' BC5009 �� \ SS FOR (o 00 BY LUMBER I, TUB SHOWER 4" i i50 ; ; ' io �, S DE1 007 � -L-"---- �I rV. r ------ --- mtV F R ELEV. I ONLY m F----------- ------ - ------ ,1 ; ---------� -_ ; -------� 2'-6" X 2'-6" X 1'-0" W/ #5 E.W. BOT. I (3) I ` -------------, ; N I 3' pn O p' `t n q1rf i_4n I ; ' m 16L" X 20" CONC. MONO. ' I I 4" CONC SLAB Q J I I ; q FTG. W/ (2) #5 RODS I S-1 I I WI H 8" THKN `n 1 1 (CONT) CONT o 14'-4" 5,-8„ i ED E _ -0� I I I I pp I o a I I I I I I I W I I L-- -_--- W'DOW OP'G__ -- I ___ I I I I Q I I Ijr v I I I -'-----------•-------------------J -- I I I I I I I U I I I I I I I C.J. I I I I I I I HOSE; I I I BIBq I I I I I I 41 I I 36 I I I I I S-1 , I I I - I I I I I I g I I I I I 0 I I ti I I I I I I I THICKEN SLAB @ GARAGE DOOR I j I I I I -----Jff I ----- ------------------------------------------- 16'-0" -----; 2'-0" — 20'-0" I I 3 ---- S-1 3'-2" 7'-8" (±n 6'-2" 20'-0" 6' 0" 3'-2" 2 " HIGH BLOCK BASE ON 3 " X 18" X 12" DEEP PAD W/ (3) BARS E. N. BOTTOM 10'-4" 12'-4" [AWA FOUNDATION FLAN SCALE: 1/4"=1'-O" o w¢o u.0� N z mw oQ 0Z �41 o m0 W2 X�O H U- w � U NN o o _ w=�z LLI 0 W LL, Qzo N o co pw¢m L O LLI m Q F-¢zz U oWoW o O a¢zg + cn O wcnw=z o v IL 0Z—LL0 mm Iwi� W I— — < w ro 0 LL oLL wOYV zM rmio Q w 2 W 0 0- ` + � LL N N =oF--JQ En oQQQ O' =JzEJ ui 0000 (n a Q aS Cc) ¢ LLJIn o I� r` fn � J 00 J>QZD' + Qo3Qo = z co v ~ cn w — rn zob =Nm N co+m it 0 0 V-I k Z N z Q U LLJ to C) 0 o Lo LL 00 _j=w~ 0�0 Z�LPPW Q �U IL r- N w�z�� ooWZO Lo w0q5nwZGW /) o xLU 0 0 =D,moo Z N LIJ N �0zw U2! z Ln�o�im OQ 04 =WnW UPU CD �=mw�o¢Q mw��a�o�o��J oz�o=��� o L Q F-wo 0 ��cnU3cncnEl❑ li rnQmcnUz ..r vV W w A — ❑ 13 N U] J In - m 13 i to 01 0 W M l0 Mry� L'J J M NIZ °- [n r Q w a ,-- 3 LLa Z 13 ''❑ 0 Z LL, �N( W - Fn W J O O N 2 > cn Q N W W cs�Qoo 30❑00 LL J D�,QZ � a WLLJ =NLz7) H - Q Q U CN Z Lm .O Q� CV rn o W L6Y Of O 2 N LLJ 0 _I w 20 0 O J z Q Quo zFn O J ~ = O 0z> o C� � ❑ 0 on Lo I z �-- w LL Lu Lu w w � W W O — 0°=z o I- V _ 1�- Lo ��/ z Q O � ��o z � Q�N o�w2 w Z O >- LI J Ir SHEET NO. oL) 3 U w ( ) OF 0 O = z N 25 Cn W 0 0 0 LAST PLOT DATE 02, 2005 N oMarch Z J FOUNDATION 'OFF RIDGE VE 12 5.9� L 1:1� O25 SH 4' OFF RIDGE VENT 12 ; ... . ............. ; - — ;......_...,_.J._......._! __4' OFF RIDGE VENT_................._......s'.__------------ , --_1.........l...... ..........:-_-..--.L.... i i i • - . u - -............. -, - - , -, - : ; ,.- i i i I- 2 � W = m CUT/SCORED 22 SH o 0 BANDS A 0 RETURN 2'-0" 00 0 O25 SH FIN_ FLR. — m 00 OPENING PRESSURES INT. END o +35.8 / -38.1 +35.8 / -45.0 © o +34.2 / -36.5 +34.2 / -41.7 +32.9 / -35.2 +32.9 / -39.2 O SEE COVER SEE COVER 4' OFF 4' OFF RIDGE RIDGE VENT /,� VENT ' OFF RIDGE VENT SHED ROOF DOWN OVER S.G.D. ,..._-- --.-. © 6068 SGD RIGHT ELEVATION I I NOTE: 1'-0" OVERHANG SCALE: 1/4" = 1'-O" 4' OFF RIDGE VENT 12 'ram * G.C. VERIFY ROOF PITCH rREQUIREMENT ERAL NOTES: ROOF PITCH VARIES PER SUBDIVISIONS (5/12 OR 5.9/12) LATION CALCULATION ROOF CRITERIA IT IS THE CONTRACTORS RESPONSIBILITY S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) -12" OVERHANG U.N.O. TO VERIFY ROOF SLOPE REQUIREMENTS CONVERT TO SQ. INCHES) = NET SQ. INCH -PLUMB CUT FASCIA -ROOF PITCH PER ELEVATION WITH TRUSS MANUFACTURER.-wINDLOAD CALL. PER ASCE 7-98 L 498 SQ. INCHES OF 5 TOTAL (VARIES BY LOCATION) VENTILATION REQUIRED REQUIRED VENTS -SHINGLE LOADING .. ............ I 4' OFF RIDGE VENT o a m W o � o o s 1A3 SH (TEMP) 0 00 00 m FIN. FLR. O35 SH - FIN. FLR REAR ELEVATION NOTE: 1'-0" OVERHANG SCALE: 1/4" = 1'-O" CUT / SCORED BANDS RETURN 2'-0" LEFT ELEVATION 11 NOTE: 1'-0" OVERHANG SCALE: 1/4" = 1'-O" T—M(../ IN I =lr. Y 04A I I CJ IN I SCALE: 1/4" =1'-O" NOTE: 1'-O" OVERHANG O<gw+ z o �O ♦�WW� W ca O W � W �o�z � v W 5<— o U- ui o O :D N U O O ao< o z z Lj 1pp w0Li a� <CQ oazFw •�y o I— w m o 0 +Cn w <U)z ¢ w O U LL c�z2u o Jm LL W ¢000� mo o¢ ovE�v cUJ �N ma owo�� zm mo Q a t J W w 0 O ` w N N O z m¢ O ¢ J J - a 0 000 00 (n o- ¢ vi o ¢ m m o0 o0 O r= r _j z J t - cc w ❑ ¢ + } m¢ J > Z= O < 0 w d (j z_ oD 2 Z ~ cn tN0 O o Z O N tD N m o 0 O ri *k Z N z U to tO O o o uJ 0 m m: * H 0000 H 30_Uz =LLLLL d 'J ~ O Lo W O��fnOOZUj a W O X O Luzmmzoo 0 Z cn <z N ��Z W- J H z w O Cj �¢�=COn¢hf �? _otnc0 O ~>LLJO Om t� ai��w'� 2 4' W tU1 N �y O w CJ � ~ m Z gm LL ���a=zZ)4 m a-��� � OZF-0t0 v� O i) on=w 0 ¢ U)L)�cncn[]❑ LL rn¢acnUz o tD >`II `< W En Z 0 o .. N ul 13 5 0 WMW a N CL M En LL Q In a S` W 3Q .F_ z ❑ to z w z w��w� J_ O O - S > Z�E t=3cn ¢ N w f w C7�Q0❑ 0 O p OU LL J - L4 LZ OJ=Cl) � =>Lij �z� rL'a¢v Cn Z UM . — ¢a N Cn O o W rlr o N W 0 _I W 20 0 O OJ z�—¢ < U zLo zw� � < � N = C z ozo L) < O F- w 0 ��o L �' r/'� _ w LL �� Q w LLJ v, w w � 0° = z LJ �--I —J O } o I„o z Q O ~ O Z � U J N o LL1 CL z o ILL]U MQ� SHEET NO. 7 O U 5 W OF z N 25 Cn Co W 0 0 > LAST PLOT DATE March 02, 2005 N 0 o z - -J ELEVATION NJnT;=S. UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5, SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE, SECTION 905.2 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-12 ELECTRICAL LEGEND SINGLE POLE SWITCH $2 DOUBLE POLE SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $DM DIMMER SWITCH CEILING FIXTURE SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLE GROUND FAULT INTERRUPT WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET ® SPECIAL SERVICES OUTLET N❑ T.V. CABLE OUTLET TELEPHONE CABLE OUTLET RECESSED LIGHTING WATER PROOF RECESSED LIGHTING BATH FAN BATH FAN W/ LIGHT ® SMOKE DETECTOR FLOOD LIGHT FLUORESCENT LIGHTING TRACK LIGHTING o CEILING FAN Cn DOOR BELL CHIMES FU-1 f U o- DOOR BELL DSP 0DISPOSAL L= DISCONNECT SWITCH SP PREWIRE SPEAKER M JUNCTION BOX O THERMOSTAT 0 LOW VOLTAGE LIGHTING PC] INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON -------------------------------------------- SINGLE PHASE BREAKER PANEL NEMA 1 30 CIRCUIT METER SOCKET I � I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 1/2" RIGID NIPPLE WITH 2 #1 AND 1 #3 CU THW #4 CU GROUNDIN CONDUCTOR PER NEC 1999 EDITION BY POWER COMPANY ELECTRICAL RISER DIAGRAM NTS SERVICE SIZE = 150 AMPS F-1-mll", orr wW U w 02 p U J W W J W OPT. - OPT. ELECTRICAL FLAN SCALE: 1/4" =1'-O" ¢ y41 J o Q IL z Cn uj O uj Z Q W LLI N L'u m MO u` to o a �ry YQ a N a- z O w0¢o G� o Er W Z W J w 0 pwQ0 �Qcnz bm Q U m Q Z 5W-w ~ O 0¢z� + 0 cn O wcnW=z O U IL oz—LLD + Jm - 0 0 0 0 m 0 LL L1J O U) = ~ U LLJN Q OLL woYJ + zm cmo0 W 2 W 0 0- JQ t N N a =E3F O 66 Cn =- -IZ�J a cJn o � 0 0000 of � + Ln � r� J><Zp + O)Q Q03:<o w c7 = Z 00 04 ~ cn w U Z w < w Z 0 p pCY wzv� wto LL. Lu<20 ==fit c�=Uz LLLLa Zw0--1 00 wzin�zOZOaw �pzm�Q�3� LL Q g P- j w 0 p Co w u) w 0<~ m pZ < Ce CoW p O Q Q m Jl— JO0P = N ~0=�z0'v� OZI-8 oof �RcnUincn❑E Ll 3: W F— U) W U m N H O J 0 z N z O F- O N z W Q C O LL rn 0 m CV Z 0 0 00 CO ~ 0 (n N oir ><w0 Ln 0 to Q W = N o L`z_D 0]mpNOQ CNT 0 Z LL NN�0 w i Co Ow00p0� U_ (n�0U LL Q. pF7-0) LU Li Cl= F- w o 0 OQa- fnUZ � z�� O .Q0- CV Cl) rn 0 r-i W �o of0 2 w oQ z� < r cr- LLJ LLJ W 0 (') �—jp z>Q O Q J 0 z w �Uz cs o W F w J J p o 1E Z 3: (n QCV WSW 0 Q 0 ❑ �00o J d H W W �Q�en 2 � Z 3 F-�2¢av W o V >' LL Z _ ¢zo Z �W > p Z p O ?00 z pZ� 0E-0 t _ off¢ w w Of m = Z 0 L) Boa 0 0.. z w gw2 O 0- z 0 Li Q �2� SHEET NO. 4 0 U W OF 25 0 0 cm LAST PLOT DATE 0 0 March 02, 2005 ELECTRICAL PLAN u 8 26 8 s 7 40' 0" 2112'8„ 15'011 12'4" > > In O J1 I/A 1111 lol/ 11 A � > > / > > > / >• > >/ > / > J5 ti / ti ti ti ti ti ti/ ti O O o �9L ` / � GAO 18B S-5 /ZH07 5 3 A + + + + + + + + + H0S + + + + + + + + + + + + + + + + + C�+ + + + + H09 + + + + + + �+ + + + + D-6S8 + + + + + + + + +0 Al + + + + + + + + H11 + + + + + + + + + + + 6'0"„ + + + + + + H12 + o 11 + + + + + + + + + M + (ibD SPACE + . + q,+ i + + + S01 + 4.I + CA>----� Cfl / ObD SPACE + H + + + i + + S-6 U N F . + + + + H + + + I S01 � + I I + OTYP. THIS + + + + + + + + + WALL + + + + + + so + + + + + 111-0" + + + + + \++, 5++ + + + + + +S0+ + -♦3' 2+ + + + + + + SO4 + + + + + + + + + + + + c + + So -4- + + + 07 A ,2„ + + 4 T01 S06 -� + + + T05 16 KNEE WALL 14'4" - + + + H01 + + O + 0 0 0 T03B SI 4 + S-6 + + I T03B + + + 0 T03 0 0 d' T03 H03 .. TYP_ 10,„ H03 J05 TRUSS LAYOUT 11, III, AND IV NOT TO SCALE J03 J03 J01 V of Mid-StateTrussComr Serving Florida Builders Since 1970 3125 Reynolds Rd., P.O. Box 1606 Eaton Park, Florida 33840 863-665-1309 / 1-800-940-8787 8' 0" BRG. WALL 10' 0" BRG. WALL BEAM BY BUIDER NON BEARING WALL \ VAULTED CLGS + + + 10' 0" FLAT CEILING 8' 0" FLAT CEILING HANGER SCHEDULE SIMPSON HGUS210-2 ZL SIMPSON A SIMPSON ZL SIMPSON STANDARD ROOF HANGERS ARE SIMPSON HUS26 STANDARD FLOOR HANGERS ARE SIMPSON HHUS46 UNLESS SHOWN OTHERWISE APPROVED TRUSS ANCHOR BY BUILDER S.Q. CUT OVERHANG HEEL HEIGHT = 2x4 STD. BOTTOM = TOP = 2x TRUSS END DETAIL UPLIFT VALUES & CONNECTORS ZONE UPLIFT CONN. ❑1 MWFRS < 14901BS. 0 0 CLAD & 14901BS. OA 3 MWFRS < 1174 IBS. SEE 5E.1/S 7 ® MWFRS < 4501BS. OG * G.C. VERIFY ROOF PITCH CD U-<0 .(n ROOF PITCH VARIES PER SUBDIVISIONS ¢ o 2 z CD Cn z (5/12 OR 5.9/12) W 0 o U) 6 En w IT IS THE CONTRACTORS RESPONSIBILITY � � < cNa z TO VERIFY ROOF SLOPE REQUIREMENTS O< o< o U o 0 WITH TRUSS MANUFACTURER. W o z Q ow U �pQ �z� ~ O w a<w¢ OQ U) O w U) w o U IL (Dz_LL0 * mm o LL � W O�mOU! 20 O W0 m Q W -� WWOO + Z M O rep- NN a < O z m - O Q O O 00 00 (n a a vi o Q Y 00 00 w-Jp d o 00 w>¢ZCL o i 0 < < = z ao v Z ~ U) (a rn <NTq Vi 0 Et 0 T1 4 U cn Z N z O W QU< C7 =_ W 0 0000 F meM, o Ln Z W a J 0 0 W fn�-Za O E y N d O N W w z U) m z 0 0 p F- z �oz=wQS3� Z N o — EON o O<" =W (1) m W GONNw0 w0< Cn9 W O a cM.�I�~ Q o� <� m JH�OOHJ= N w � LL r I 0_ w=�v QOO�O w o�� cllcn❑❑ 0 ii a=�w0 0 LL a)<o-tAUZ `<tak ❑ Z r- AE-1 <' 5' _ N r , U] J In \ m ❑ , W m 0t,7� Q d = J M Q Q m W a I.Q. 11 z 13 Z W �u)Z W F O W J J OO-2> c� o ❑ Q w 30❑00 LL J ❑�< ❑ J en t=LQ QU SEE SHEET S-7 FOR NOTES UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY SYP SPF FASTENERS SYP SPF A HETA16 1810 9 - 10d x 1 1 2" HTA16 1500 1500 13 - 10d x 1 1 2" B HETA20 1810 9 - 10d x 1 1 2" HTA16 1500 1500 13 - 10d x 1 1 2" C H2.5A 600 535 10-8d RT7 585 585 10 - 8d X 1 1 2" D H3 455 320 8-8d RT3 550 475 8 - 8d X 1 1 2" E META20 1450 7 - 10d x 1 1 2" HTA20-18 1200 1120 10 - 10d X 1 1 2" F HHETA20 2235 12 - 10d x 1 1 2" G H10 990 850 16 - 8d x 1 1 2" RT16 1030 945 8-8d X 1 1 2"& 8-10d H MTT28B 4455 4455 24 - 16d MTS27B 4685 4029 24 - 16d J HTT22 5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d K HD2A * 2775 2570 5 8" DIA. BOLTS TD2 3435 2954 2 - 5 8" DIA. BOLTS L HD5A * 3705 3130 DIA. BOLTS TD5 4180 3594 2 - 3 4" DIA. BOLTS M HD6A * 4405 _3/4" 3680 7 8" DIA. BOLTS TD6 6655 5779 3 - 3 4" DIA. BOLTS N LUS26 1165 1115** 780 875 ** 8 - 10d x 3" JUS26 510/740 440/695 8-10d P HUS26 1550 3325 ** 1550 2540 ** 20 - 16d x 3 1 2" THD26 1875 3040 1580 2365 Q H US28 220 5970 * * 2705 4510 * * 30 - 16d x 3 1 2" TH D28 2330 3965 2015 3430 R MTS12 1000 860 14 - 10d x 1 1 2" MTW12 1195 905 14-10d S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 905 14-10d T MTS20 1000 860 14 - 10d x 1 1 2" 1 MTW20 1195 905 14-10d U MGT 3140 3140 22 - 10d X 1 5 8" ATR W 5" EMBED W SIMPSON "SET" EPDXY V LGT2 2050 1785 30 - 16d SINKERS LUGT2 2260 1945 30-10d W HGT-2 6280 6280 16-10d 5" EMBED. 2)5/8" DIA BOLTS HUGT2 6280 6280 8-10d 5" EMBED. (2) 5/8" DIA BOLTS X„ HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1315 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 715 8- 10d SP2 1 1065 605 1 12-10d SPT24 895 10-10d HCP2 1 605 520 12-10d X 1 1 2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. 11iz�m O <� N — �o W Y Of o2 L.LJ J W 20 0 ® 01 z Q U _ zLLo < J ~ N - z 0z> W O < U o z LO LLJ O O a-rr .J W W � = �> < ww� w W (� 0 — C0 = z 0� 0 r--I > J Q > >- 0 a LO 0 z 3:w J 1 � n �/ / 3: Q N 0 �zo ` w J U Cl)¢ n SHEET NO. of oU 6 U w OF 2i = z N 25 D W 0 0 LAST PLOT DATE 02, 2005 N 0 OMarch — J TRUSS LAYOUT II LLI N Q LL. U) 4A z U) 1 0 LLiF-�u-� ��M O w Q ¢o�z C� cn W X��o y L U O � LL U u,i V N O DOWELS BLOCK t-- 2 � � N o 0 SEE FOUND. WALL BLOCK PL. FOR #5 REBAR CONT. z w�uj ¢o ��oo� J WALL LOCATION F.F. SLAB LEVEL W o w¢ o 1 .N w m DOWELS LINTEL _ _ F F #5 REBAR CONT. Q ~ < z Z 0 ~ SEE FOUND. #5 REBAR CONT. COURSE SEE PLAN #5 REBAR CONT. @SLAB LEVEL O w o SLAB LEVEL - @ SLAB LEVEL EXTEND SLAB O as + BLOCK FACE ~ �``'oQ 0 PL. FOR r•- .---; EXTEND SLAB ma's w ¢ cn w F.F. 1 1/2 BEYOND w z LOCATION 1/2" BEYOND z o o BLOCK FACE UJ :; ; ; i•; :_J in m o¢ o FINISH GRADE O o z MN m t GRADE o J m c� wN N ¢FINISH GRADE W.W.M. 66 Q c6 O ' -, I be SEE SCHEDULE .'qdW,M, d U,� -i o +LO0 00 C6FOR REINF. ° ¢ o � ¢ o+SEE SCHEDULE SEE SCHEDULE b SEE SCHEDULE FOR REINF. b FOR REINF. z FOR REINF. = ao v 6 EXTERIOR DOOR SILL �� w - 1 EXTERIOR BEARING 2A 2 EXTERIOR BEARING @ GAR. 3 PORCH SILL 0 z w ¢ STEM WALL FTG. SCALE: N.T.S. STEM WALL FTG. SCALE: N.T.S. STEM WALL FTG. SCALE: N.T.S. S_1 STEM WALL FTG. cn o o o Tl 4 Z N z C c 1-STORY ¢ � U) O o 0 S-� 1 STORY v-� v-� 1 STORY S-� z zQ L u w W � ~ cs � c� z � LL• W ~ o N LO ZLu Oo O E d o w o U) LL- z a w tJ� y oN �OZw0LdOZ� °mL ni 0¢=cn a C� wzJ��¢0 N mp z o OQ�=wU)a-m W toNN O v i- o m G m W0� C7z� W 1.-')7 z mO~ 0¢IZ) R OLL 00D V0 =JisUaNLLIL)Wf.� C-2OV �� w FRONT WALL ~0m��zmv� O � o�m� ~¢ OF GARAGE U)o -�� LL � a=i-w0 oz PROVIDE 2X4P.T.PLATE �YtnUScncA❑❑ IL rn¢acnUz o 1/2" EXP. JT. SLOPED RECESS AT 1/2"X 8" ANCHOR BOLT FRAME GARAGE DOOR W/ 2" X 1/8" FLAT WASHER DOWELS WALL ❑ ALIGN DRIVE W/ SEE FOUND. ❑ 6" FROM ENDS THEN 32" O/C #5 REBAR CONT. BOTTOM OF PL. FOR l� GARAGE OR 5 8 x 7 WEDGE BOLT 6 � i @SLAB LEVEL RECESS &PITCH f LOCATION f FIN. FL. THEN 24" O.C. DRIVE FROM ENDS H N w REINF. SEE GAR. - - - REINF. SEE PLAN SLAB SE E PLA - .. W.W.M. PLAN r :3❑ #5 REBAR qul • W.W.M. - Z 3.5 CONC. DRIVE a > ZN w CONT. JOINTS d _Eq 10' O.C. TYP. << �` pe' 4 [n J (1 Ind� EE SCHEDULE R REINF. 16m ❑ FOR R (0 (2) #5 REBAR (11NINTERIOR BRG. @ STEP-DOWN 12 STEP DOWN NON BRIG. o ('9'N� FOOTING @ GAR. DOOR C-� STEM WALL FTG. SCALE: N.T.S. S_1 SCALE: N.T.S. Q13 [�] c 10 INT. BRG WALL 2 X 4 J 1-STORY a I j m LL I- STORY (ALSO FTG. SCALE: N.T.S. C_Z (ALSO SHEARWALL) SCALE: N.T.S. �- Q 00 Q w a ' w Z O O P.T. FURRING o TILE ONFn v, BACKER BOARD 4" X 8" X 16" PROVIDE 1 1/2" X 8" RECESS -#5 CONT REINF. o o - W I— !!) W J 4" x 4" x 16 2 #5 BENT BARS W/ ❑ _ CMU PAVER CURB #5 REBAR AT S.G.D. LOCATION SEE FND. FOR tz cA MIN. 25" LAP SPLICE < CN CV W W 0'-0" FIN. FL. - QUANTITY z o 0 0 F.F. , _ HOLD 1" --=�-- ,, 3: o W W SEE PLAN J --- / MIN. 8" 0 W.W.M. PLACED I .`` .'.'.'�-^!:.'.�..'.` '..'.'"'..' TYP. SEC. #5 X 25" X 25"1/8" SAWCUT X 1/4 -;-', -;• UPPER 1/3 OF SLAB SLAB THICKNESS i uj ---- -- - a' ri• %ss- 16 MAX STEP a W ::.::.::::::::.::.;:. CORNER BAR ONE •• , '°°°" OR FIBERMESH WHERE SHOWN ON � ::.... .,...,..._..........,:......................... ._<-,::::...•........._,.....,,...»..:,:,..:::....,,....;,:...,;::: FOR EA. H RIZ. ;.. REINF. SEE PLAN. FOUNDATION PLAN ~ - a a 1 2 EXP. JOINTss€";��-,,,,.,,. ;:;;-.:�:::r�_ „ REBAR, TYP. U.N.O. MUDDED FLR. 2 #5 CONT. M U <r SEE TYP SLOPE TO DRAIN .• SEC. W.W.M. d W.W.1611 M.LO SEESCHEDU�~ b (2) #5 CONT. FOR 2 #5 CONT. MIN. ,.•.:�;r,�.:�;�y .;f_.•.:�f..z•••�:�r�:�.,•" n a N z m ¢ 15 S.G.D. SILL DETAIL TYP. CORNER BAR C� 13 SECTION @SHOWER S-1 1S ORYALL FTG. SCALE: N.T.S. w �5 PLAN DETAIL(36'�CONTROL JOINT DETAIL w1-SORYALL FTG. SCALE: N.T.S. 3 TYP. STEP FTG. DETAIL� LO O S_1 SCALE:3/4"=1'-0" S-1 SCALE:3/4"=1'-O" S_1 SCALE: 3/4"=1'-0" m N W LLI 0 O o ® Q U }�z O J 2: zFn o I— z (n > I —� o z o w0 o W 0- z oz� L� w -o 0-= �j W u) w T a�¢ w 0 wa W m=z _ W — o � v Jo >- 0 >z�o> Cr L O �— 0 z 1-STORY STEMWALL SCHEDULE S H EMWALL IGHT (h) ir FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMU F.C. SP IN STEM ING (O.C.) WALL d b 0' "-4'-0" 10" 16" W/ (3) #5 BARS 127.2# 6 -8" 4' " - 6'-0" 10" 20" W/ (3) #5 BARS 210# 4 -0" 6' " - 8'-0" 12" 24" W/ (3) #5 BARS 374# 2 -0" w OV ¢ N o U 0- z w o �Q� �2Z) SHEET NO. S-1 0 2 w OF O = zN 25 co 0 m W O 0 N NO DATE E: > � MarchLAST P02OT200b 0 1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSEC DNS, O BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. — _J DETAILS LLJ N Q o P TYP. TIE BEAM W/3000 P.S.I.1L. ¢ o U) J `� o SAFE LOAD TABLES w°LL w o '•, ; r CONIC. W/1 #5 REBAR CONT. w F- 0 0 0' o FOR GRAVITY UPLIFT &LATERAL LOADS USP SPT4 W/(6) 10d X 1 1/2 W x o op ,N w Q 8F8-1B/1T 8F8 OB/1T .`:. O O O U o z¢ ' U o EL w O 8" PRECAST & PRESTRESSED U-LINTELS - ' - w Of H O Qi W p Z o f LL STANDARD HOOKS W/25" LINTEL PLAN NOTES: W o w= o `� N m Q O O O O O O O O MIN. SPLICELd 8RF14-1B/1T 8RF14-08/1T 8F16-1B/1T 8F16-OB/1T w Q z pz am v C D E F GRAVITY • O O O O TYP. FILLED CELL W 3000 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. of Q 0 1--- , • •• , • J TYPE 8F8 OB 8F12 OB 8F16-OB F20-OB 8F24-OB 8F28-OB 8F32-OB / OO Q 0 -_' LENGTH 8U8 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-1B P.S.I. CONIC. 2 UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE 0 C w - w O • J p�•. • ��:- 2'-10" (34") PRECAST 2231 7547 W/1 #5 REBAR VERT. O ¢ w 4 1180 / ASSUMED TO BE 16 MINIMUM DEPTH. to w 7547 1180 LL X 3 THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE I L �_ w (n 0_ Z O U C7 z w O J ro- - �, �• •-, �, , • �• , • J, o O 3'-6" (42") PRECAST 2231 1 5163 6607 8054 9502 10951 LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH _ 7547 118 LU ~° p O Q LU O LL INTERIOR BEARING WALL THE ELEVATION DRAWINGS O N � ~ U N O.• • • ',' 8RF6-OB/1T 4--0" (48") PRECAST 1966 5 1 3820 4890 5961 7034 8107 O w O Y w Z M m O ''.' - • J` •• • . • J• •. • . •.• •. 4605 6113 8974 10394 11sos INTERIOR SHEARWALL 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER < "UWJ U �- 0 Do-• + Q J N N O O O O : © 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 EXTERIOR FRAME WALL LINTEL HEIGHT. f- Q O Of w 8F20-1B/1T 8F20 OB/1T ; :; . ; :,: ;; . 4375 6113 7547 7 8672 10294 11809 5 LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED CY ¢ z 00 -' 0000 0000 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED U) a a Eli o a 00 0O O O 1663 3090 5365 7547(36) 7342 (19) 8733 (19 10127 19 u7 w ��� O ti r G H - J, �' 5'-10"(70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. J > ¢ z 0) a b : • : O O 1451 2622 4360 7168 (45) 6036 (19) 7181 (19) 8328(20) $ C.M.U. ¢ ° � ¢ p 8F20-1B-2T 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 E O O O O , •-, •„ 1238 2177 3480 5381 8360 10394 37 8825 14) ,; ' 8F24-1B/1T 8F24-OB/1T O 7'-6" (90") PRECAST 743 1011 1729 2632 2698 3191 3685 2" X 4" P.T. W/ "' Z • ' • - 1011 1729 5681 8467 (44) 6472 (15) (3) 1/2" X 8" "J" BOLTS OR z '-- �: �: I 9'-4" (112")PRECAST 554 699 1160 3486 2818 3302 (3) 1/2" X 6" EXPANSION ANCHORS OR z cli Z Ld ¢ (0 � Z O O O 752 1245 3486 4705 (37) 6390 (47) (6) 3" X 1/4" TAPCONS E p f- O p 1 Z • 10'-6" (126") PRECAST 475 535 890 2777 2163 2536 QU W�_L9L1. 00 ° 3643 38 45 (8) 2 7/8" HILTI TIX-DNI NAILS w Z U • , • :, • . • , • :, 643 1052 2781 ( ) 4754 ( ) • - • • :� 11'-4" (136") PRECAST 362 582 945 2423 3127 4006 Z (n Z ~ H J W � N "•:..':• :.':• 582 945 2423 3127 4006 Z w C7 IX LL J Ali ., . ., U p ♦1 N Ln • '• -�• '` • • , • • '• , • 540 873 2193 2805 3552 . uJ Z 0 m Z p -J U ° a. LU O O : ,', ; • �; , • 12'-0" (144") PRECAST 337 = p (n Z a W N o O 540 873 2193 2805 3552 -•J•• ••.•� ',, ,I, 471 755 1838 2316 2883 •J•- `J°'••J•-•• ` •J` °J•I-`J°- •J°I 13'-4" (160") PRECAST 296 F Z w Q � 3 LL (� O CN Z __ O mO •J` •J` -•J•- -•J•- 471 755 1838 2316 2883 p > 14'-0" (168") PRECAST 279 = w (n W LLB W N c� O OZo_F-�w�pm N Q)r '.,• ., .',• ., �=,�•••• "•=,; ,•� '=,; •• ., 424 706 1697 2127 2630 Q� �: �: ,•.,• .,• ,• NR NR NR NR NR w U - ch z < I.J J 442 706 1697 2127 2630 Lu J 0= p m G ❑ (hC0 O O O :O. O - 14'-8" (176") PRESTRESSED N.R. FRAME EXT. BRG. SHEAR WALL � N ¢ a = �- _E W -• ' • 458 783 2245 2517 2712 COm wI D J Op p H J Q ot ° 00 5 U �p •J .` •J••. "., NR NR NR NR U� (n 8F3 OB T '•, 15' 4" (184") PRESTRESSED N.R. NR 2058 2320 2513 / / _ � = Z Q Q F- O H 2 /1 8F32 1B/1T = , • - 412 710 O �_ v O - o © O • = • = = 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR TO MASONRY CONNECTION DETAIL E ° z o _ w o 0 -•J ••• .•J •.• ••J •. �, F-•Y(nU�(n(n❑❑ LL O ¢ 0-(nU Z .. , , ,, •. , •' 300 548 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR _% SCALE: N.T.S. •' •I ` 235 420 1282 1515 1716 ` ' •'• :J - • •,•• • •' O O 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR •�'• • ` '' '•' ' -'• ' • ' -•' ' 8F28 16/1T 180 340 1114 1359 1468 .. , • . • J • •, , '• •: , ',,' ' •: , 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR '^ 165 315 1047 1285 1399 #5 REINF. W • : " ` 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR BAR • •, W •, •• • 129 250 884 1092 1222 , Vi , •J O O - ":O, 8" PRECAST &PRESTRESSED U-LINTELS 8F40 0B/1T 8RF40 OB 1TEn O O Z P R ERA LINTEL BEAM: UPLIFT LAT 10" 8F441B 1T- / �� NON SHEARWALL SEGMENT ❑ 1 COURSE LINTEL • 8F81T 8F12-1T 8F161T 8F201T SF241T 8F281T 8F32-1T REINF. N ,• TYPE • . sus 81=s BLOCK W/ 1 # 5 - Q LENGTH SFS-2T - F16-2T - 24 T - CM-1 ---------------------Hiiiiiiiiii ❑ J Qi � � BAR & 3000 PSI 0 ----- ----- 1972 1293101 � ❑ = 2'-10" (34") PRECAST 1642 2135 GROUT, MIN. 25" # STD. HOOK m 5 S 90 0 > o, O •, O ";�, TYPICAL SHEARWALL SEGMENT 8F28 OB/1T 3'-6" (42") PRECAST 1025 1024 1830 LAP (ACI 530) F FOR ELEV. 1 O W �Q O O 951363 94 3547 8 6613 7636 ALL SHEARWALL SEGMENTS SCALE: 1" -1'-0 IYI TO 8RF30 1B/1T 4'-0" (48") PRECAST 1363 192 3079 485 5740 765 763 1365 CONSIST OF A FILLED a M O 4'-6" (54") PRECAST 7 1940 2724 4 5077 592 591 1057 CELL EACH END WITHOUT 20" MIN. LAP 9E Q I J m 1207 940 272 4 2 58 AN OPENING BETWEEN. FOR ELEV. 2, 3 Q. C_ C N r' 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 411 411 734 `� L ry� #5 REBAR AT TOP 1632 90 60 4 W PE DESIGNATION M N 'D Q TYPE DE I 1 RE • ( ) Q #3 OR #4 REINFORCING BAR F=FILLED WITH •a•'•9 5'-10"(70") PRECAST 909 1492 2093 2694 3295 3897 4498 340 339 607 FILLED CELL: 9H Q N Il GROUT / U -UNFILLED �. 1-1/2" CLEAR 929 1492 2093 2694 3295 3897 4498 FILL BILK. CELLS WITH 3000 P.S.I. FOR ELEV. 4 F. W R = RECESSED ' ' 6'-6" 835 12 1340 1880 2419 2959 3498 4038 721 483 CONIC' SLAB #3 & #4 LAP SPLICE S_ (78") PRECAST 83 507 GROUT ONE #5 @ LOCATIONS SHOWN 3 UANTITYOF#5 REBA AT br. v 5 1340 1880 2419 2959 3498 4038 OVER 6 MIL V.B. OVER CLEAN N THE FOUNDATION PLAN Q TTOM OF LINTEL CA ITY • : . 727 23 1021 1634 12 2102 (11 2571 103039 10 3508 9 RMITE TREATED O25" MIN. LAP _ - • '< 7'-6" (90") PRECAST 424 534 357 COMPACT. TE AND FLOOR PLAN. 727 1166 1634 2102 2571 3039 3508 Z era:• •r.; C.M.U. EARTH FILL REINFORCED WITH MIN. LAP 25" (ACI 530 9'4" (112") PRECAST 591 680 1133 (15 1471 15 1811 15 2152 16 2494 15 326 512 227 6x6 W1.4xW1.4 WWF ) Q 591 851 1326 1705 2084 2463 2842 #5 REINFORCING BAR E MIN. i TOP SLAB 15 15 15 _ _ z 15 15 530 552 914 ( 1185 ( 1458 1732 2007 O 284 401 17s #5 LAP SPLICE r: e a 10'-6"(126")PRECAST 1526 1865 2204 2544 8 F161 B 1T o J 4• 530 686 1183 9 ROUT 474 485 798 (15 1034 (15 1272 (15 1510 15 1749 15 36 MIN. LAP .4r 11'-4"(136") PRECAST 260 452 152 � m 494 599 1028 1422 1738 2053 2369 � ro� NOTE: NOMINAL' a- - Jd 470 9 441 723 (14 936 (14 1151 (15 1366 15 1582 15 SECTION BETWEEN DOWN RODS WIDTH 12'-0" (144") PRECAST 244 402 135 NOMINAL HEIG QUANTITY OFIS ,a,%- 5 REBAR AT BOTTO 470 543 928 1349 1649 1948 2247 ARE CONSIDERED SHEARWALLS #6 REINFORCING BAR ❑ REBAR AT TOP OF LINTEL CAVITY 0 13'-4"(160") PRECAST 418 15 373 606 14 783 (14 962 (14 1141 14 1321 14 217 324 109 UNLESS OPENINGS ARE BETWEEN Z w 428 455 770 1145 1444 1718 1993 THEM. #6 LAP SPLICE LINTEL FLAN � _ ; ❑ BOTTOM REINLINTEL 384(15 346 559 (14 723 (14 887 (14 1052 14 1218 14 205 293 98 N.T.S. o zo cn = > 7-5/8"ACTUAL VARIESjD IN LINTEL 14'-0"(168") PRECAST 410 420 709 1050 1434 (8) 1694 8 1954 7 Z 0 - 8" NOMINAL WIDT ( 14'-8"(176")PRESTRESSEp 239 323 519 (13 671 (13 823 (13 976 (14 1129 (14 N.R. 284 89 r2� TYP. SHEARWALL SECTIONMATERIALS 246 390 655 626 1767 (8) 1625 (11 1874 (11)5 REBAR SPLICE DETAIL �"¢�o 15'4"(184")PRESTRESSED 224 302 485 (13 626 (13 767 (13 909 1052 (13) N.R. 259 82 10' O" T.O.L. z 0 ❑ ❑ o 1.f c precast lintels = 3500 psi. 230 364 609 897 1224 (8) 1562 (14 1801 (14) SCALE: N.T.S. o W �" 2.f'c prestressed lintels = 6000 51. 187 255 404 (12) 520 637 754 872 (12 S_2 SCALE: N.T.S. :' ' ' 0, ❑ � ¢ z p p 17'-4" (208") PRESTRESSED ) N.R. 194 63 ❑ � W w 3. grouted per ASTM C476 f g = 3000 psi w/ 192 303 500 732 993 (8) 1268 (14 1470 (14) LU o 19' 4" (232") PRESTRESSED 162 222 347 (11) 446 546 (12 646 (12 746 (12) 51 - ° . ° I ° a ° ° ° ''- ° a ° ° a ° ° J ° °- ° J ° = N Z maximum 3/8" aggregate and 8 to 11 slump. N.R. 148 - ¢ ¢ U 4. Concrete masonry units (CMU) per ASTM C90 w/ 142 198 424 393 480 (8) 1057 (14 1654 (14 minimum net area compressive strength = 1900 psi. 21' 4" (25s"} PRESTRESSED 142 198 306 11 393 11 480 11 567 654 (11 N.R. 125 p g p 7 42 PRECAST "U" LINTEL W 1 #5 CONT. IN 5. Rebar per ASTM A615 Grade 142 230 369 531 713 O 903 13 1046 (13 / g, Prestressing strand per ASTM6A416 rode zz'-0° (zs4°) PRESTRESSED 137 192 295 378 11 461 545 (11 629 (11) N.R. 116 39 3000 PSI CONIC. @ OPNGS. 6'-0" &OVER. g p g 137 221 354 5os 681 (7) 861 (13 997 PRECAST "U" LINTEL ALL OPENINGS 270 low relaxation. 24'0" (288") PRESTRESSED 124 175 267 341 10 416 (10 491 10 566 10 33 UNDER 6'-0". 7.7/32 wire per ASTM A510. 124 200 316 450 600 (7) 756 (12 875 (13 N.R. 91 HURRICANE° ° LO 8. Mortar per ASTIVI C270 type M or S. ANCHORS SPLICES 25 MIN. 10„ ; ° , LINTEL COURSE' :; .,•',, , ,a'°: g-0" A.F.F. N 1 TYP. LAP (ACI 530) STD. 90 HOOK = � z 8" PRECAST W/ 2" RECESS DOOR U-LINTELS ( ) HOOK -, �-r� 8'-0" B.O.L. °�_,__,_�_ TYP. BOND BEAM GENERAL INSTALLATION NOTES GRAVITY ° °' '' = =' _ " " '• DOOR OPENING °••!, 'Ta, T'., ,�,- T T° T°, a T°� 4 ° "'R', $ X $ X 16 K.O. Q 1. Provide full mortar head and bed joints. TYPE 8RF6-OB 8RF10-OB 8RF14-08 8RF18-OB 8RF22-OB 8RF26-OB sRF30OB :' _ : LINTEL BLOCK ° d° W i j 2. Shore filled lintels as required. LENGTH 8RU6 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-1B - FILL W/3000 P.S.I. O 3. Installation of lintel must comply with the architectural and/or structural drawings. 1749 3355 3280 4349 5421 6493 7567 °' '' °'° °' ''' °' °' °' LO ° 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 4'-4" (52") PRECAST 1635 - - - N CONC. W/1 #5 DIA. vertical cell reinforcing and grouting. 1891 3699 5206 6639 8060 9479 10893 REBAR MIN. LAP 25" 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 longer with a nominal height of 8" meet or exceed L/180. 1756 3699 5206 6639 8060 9479 1oss3 (ACI 530) M 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 ♦ " 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 1167 2481 4567 6389 8060 (34) 7917 19 9311 (19) Ll �9E LINTELS AT ENTRY DOOR W/RAISED ENTRY LU C) i°, ° ' 5'-10" (70") PRECAST 859 1653 1600 2124 2649 3174 3700 REBAR BOTH SIDES FO N ; 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete 810 W masonry units. y p 1113 2342 4242 6639 10 8060(39) 7402 (19) 8706 (19) - STD. 90 DEGREE %� SCALE: N.T.S. �/ / 0 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 6'-8" (80") PRECAST 901 1825 3120 5048 7747 9448 7360 OPENINGS 6'-0" OR MOR _° °°e ANGLE 3000 P.S.I. �-2 O Q (� z w z 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 797 901 1825 3120 5048 7915 9479 10893 (32 CONC. W/1 #5 DIA. J 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have 7 6" (90") PRECAST 755 1490 2459 3776 5743 7239 5623 REBAR MIN. LAP 25" O Z_ w a coating of stucco applied in accordance with ASTM C-926 or other approved 669 755 1490 2459 3776 5743 8998 (19) 10893 (48) °= (ACI 530) J ~ p Z p coating. 9' 8" (116")PRECAST 411 466 999 1568 2253 3129 4091 3146 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) 526 999 1568 2253 3129 4150 5891(47) e ° CN O U OU Q loads shoud be checked for combine loading with the following equation: INDICATES FILLED 10'-0 T.O.L. Z O Z p Applied vertical load Applied horizontal load CELL FROM FTG. TO w Op p + 1.0 BEAM WITH 1 #57 1 :�: 7 I- J Safe vertical load Safe horizontal load - 8" PRECAST W/ 2" RECESS DOOR U LINTELS BAR MIN. LAP 25" ° , ° , : , • ° , ` ° , ° • , • ° , • ° , ° ° , • , , Z � LU a- E w SAFE LOAD TABLE NOTES (ACI 530) �/ 1 _ Ld LLJ � UPLIFT LATERAL ° L1J 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled 8" X 8" X 16" • I..LJ Q H F- w 8RF6-1T 8RF181T 8RF221T 8RF261T SRF30-1T REINF. _ C.M.U. ° LINTEL COURS w �' J O t' U lintels must be reduced by 20% if bearing length is less than 6-1/2". TYPE SRU6 8RF6 ' • ° • ° ' • ' ° ' ' °' LENGTH 8RF6-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T CMU* �° O a Safe loads for all recessed lintels based on 8" nominal bearing. � O } 2. N.R. =Not Rated. 4' 4" (52") PRECAST 905 2635 4409 5296 6183 758 757 1365 8',8'; B.O.L. Q Q ¢ _o 905 2635 3522 4409 5296 6183 ' n Z O - U 3. Safe loads are total superimposed allowable load on the section specified. 4' 6" (54") PRECAST 867 2525 4224 5074 5924 TYP. DOWEL 25" �1' Z � w 4. Safe loads based on grade 40 or grade 60 field rebar. 867 2525 3374 4224 5074 5924 694 693 1249 _ - - - 8 - A. F_F_ 675 1960 2618 3277 3935 4594 '_ ��°_ MIN. LAP (ACI 530) [...� rn Q N O IL ¢ z 5' 8" (68") PRECAST -•- �/' O 5. Additional lateral load capacity can be obtained by the designer by providing 408 407 734 "1 ,�, , addional reinforced masonry above the precast lintel. 675 1960 2618 3277 3935 4594 0 _ 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 5'-10" (70") PRECAST 675 1900 3176 3815 4453 382 381 687 7. The designer may evaluate concentrated loads from the safe load tables by 655 >- UJ 1900 2538 3176 3815 4453 °F -U L DOOR OPENING calculating the maximum resisting moment and shear at d-away from the face of support. 6'-8" (80") PRECAST 570 1651 2204 2758 3312 3865 595 788 510 °�° °�' °a°LJL� °�° °�° °�' °�° J• ,a: °�: ,a: ,�: •: ,�.:IV•�,: ,� SHEET NO. a o- 8. For composite lintel heights not shown, use safe load from next lower height. 570 1651 2204 2758 3312 3865 O 9. For lintel lengths not shown, use safe load from the next longest length shown. 7'-6" (90") PRECAST 506 1462 8 1952 7 2442 (6) 2931 6 3257 509 674 393 O S-2 w10. All safe loads in units of pounds per linear foot. 967 1462 1952 2442 2931 3421 SEE FOUNDATION PLAN 11. All safe loads based on simply support span. 9'-8" (116") PRECAST 395 491 931 12 1301 (15 1640 15 1980 15 2322 (16 SEE FOOTING DETAIL : 12. The number in the parenthesis indicates the percent reduction for grade 40 395 589 1135 1514 1893 2272 2652 370 490 227 TYP, MONO. FTG. FOR LOCATIONS field added rebar. (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR O OF � �9HLINTELS AT ENTRY DOOR W/RAISED ENTRY z CN 25 M Example: 7'-6" lintel Type 8f32-1B safe gravity load = 6472 (15) GR40 FIELD ADDED REBAR. SEE NOTE N0. 4 w/15% reduction = > 6472 (.85) = 5501 plf1 ■ 1 O ri�� BLOCK WALL/REINFORCEMENT �-2 SCALE: N.T.S. \W L.�. LAST PLOT DATE N SCALE: N.T.S. / March 02, 2005 �-2 z O - -I DETAILS 1 Y • I1 -- 1� �rTT r ii - - � - ,�. .,�..��� iT.. �._ii7 �.-.Il�Tit�i"tT.ld sl ;a.11 .��. i:.�� ,. �.. I�. Ti.��l I- -� Ayr MINIMUM 2"x4" CROSSBRACING (SEE PLAN FOR LOCATIONS) _(3) 12d PER JOINT \—CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. 2 CROSS BRACING DETAIL (TYP) S-31 SCALE: N.T.S. G.C. TO PROVIDE ** ALTERNATE SPAN RATED BLOCKING TO COMPLY 32/16 PLYWOOD MAY BE USED SEE ROOF PLAN SHEATHING *DIAGONAL SPACED 2X4 BLOCKIN AT 15'-0" O.C. MAX - BETWEEN TRUSSES SECT. A -A l BLOCKING G.T. \ ADD 2X4 ALONGSIDE ' - TOP CHORD WHEN REQ'D - TO PREVENT PLYWOOD ' SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN- _ INSTALL BLKG. AT TRUSS WEBS FOR NAILING W/ APA RECOMENDATIONS 20'-0" MAX 20'-0" MAX FOR SPAN RATING OF 7/16" OSB. "X" BRACE SE CONTINUOUS BOTTOM CHORD DETAIL 2/S3 BRACING 2 X 4 MIN. SEE DETAIL 3/S 3 V ❑ z w a klq ih,l ihililill1 a�l� I�IAII 1■A a w o O 0 0 0 0 0 a w X-BRACING - 2x4 SPF OR SYP A w/ 2-16d @ EACH TRUSS WEB 2A CROSS BRACING DETAIL (TYP.) S_3 NOT TO SCALE NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 4 RE UIRED MINIMUM PERMANENT TRUSS BRACING PL N S-3 AS PER HIB 91 REV. 7/19/03 SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERALBRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS CONY. FRAMED RIDGE TYP. HAND FRAMING ABOVE TRUSS 2X4 BLOCKING MAY BE NAILED w/ MIN. 2X4 STUDS & PLATES AT 2'-0" O.C. BETWEEN EA. TRUSS (4) 12d WHEN IT LANDS EACH DIRECTION TYP. U.N.O. 2X4 DIAGONAL AT 8'-0" O.C. A NEXT TO PRE-ENG. TRUS 2x8 BLKING. NAILED @ EACH MAX & EACH END ALTERNATE SIDE w/ (3) 12d NAILS WHEN DIRECTION TYP. REQUIRED w/ (2) USP MTW12 W/ (14) - 10d X 1 1/2" EACH I --- SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAI SCALE: 3/4"=1'-O" L TB x 7 PRE-ENG. TRUSS rCONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. VERTICAL SCAB 2 x 6 #2 SPF 48" O.0 W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d N PLACE OF (4) 10d ,OLLAR TIE VERY 3rd ?AFTER BEVEL CUTS (OPTIONAL) 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. 2x8 #2 SPF RIDGE BEAM DIAGONAL- 2x6 RAFTERS @ 2'-0"O.C. AT 8'-0" WOOD MAX. w/ (3) 10d COMMON MAX TRUSS TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING 9 DETAI S-3 REV.8/3/04 IR BEARING SCALE: 3/4"=1'-O" PROVIDE 2X4 MIN. BLOCKING AT CEOF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS A A JACK I �� GIP TRUSSES (2) 12D NAILS — AT 12" O.C. MAX 213HIP RIDGE BLOCKING DETAIL S_3 REV.7/18/03 3/4"=1'-O" 8" D BLOCK TIEBEAM. W/ 1#5 REBAR U.N.O. U 0 0 a 7/16" O.S.B EA. SIDE 2X BLK'G. TO O.S.B. W/ 2 - 8d EA. END EDGE VIEW — WHEN REQ'D RECESSED PRE -CAST LINTEL NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS TO 2x8 fn-2x8 W/ (2) 16d TOE NAILS EACH END —7/16" OSB W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKIN( ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE 2x8 P.T. W/ TAPCON HW4-234 (1/4"x2-3/4") @ 12" O.C. MAX 10'-111-A" MAX WINDOW OR DOOR OPN'G 10"'\ DET. @ ARCH WINDOW FRAMING S-3/ CMU WALL 3-17-04 SCALE: N.T.S. PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS t 14 6" OVERLAP SPACE , \—MINIMUM (2) 16d PER JOINT MINIMUM 2"x4" SPF OR * SPACED AT 15'-0" MAX SYP TRUSS BRACING TRUSS BRACING OVERLAP 3 -N DETAIL (TYP.) S-3 SCALE: N.T.S. 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/2-8d EA. END EDGE VIEW (3) 16 SEE 6/S- FOR CONN. COMMON NAI LS(TYP) I I I HEADER P. LOCATION • • . IF -2x W/ (2) 16d TOE;1 FEACH I 1� END TYP. 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO OSI3 W/ :d NAILS. SEE DETAIL :• 11TAITITKA1 DOOR OPN'G 11 DET. @ ARCH WINDOW FRAMING LS3)FRAME WALL 3-17-04 SCALE: 1/2" = 1'-0" INTERIOR FASTEN TO 2x8 ----41 w/ 16d @ 32" O.C. GARAGE FASTEN TO 2x8 w/ 16d @ 32" Q.C. 2 x 8 PT. W/ 1/2" EPDXY BOLTS OR A.B. AT T & B 32" O.C. MIN (4) BOLTS REF: POURED CELL EXTERIOR CMU WALL PLAN VIEW 13 FRAME ENTRY TO BLOCK DET. S_3/ SCALE: 1/2" = 1'O" Cr N� o Q® o< o LL z cn cn ¢o�z G� �n �_ Q 00 W XHIXO 0 LLLLi (n 1 Ld vi ❑ O 2Ypz ap¢ cz❑J0 z W0Q Ww0 c w N= wW �y _crQm H UQ<ZZ Q F- DowI— E OWW Q CQ + p U) (n W LL �LL�z2-Lo ¢0❑0� m MOIL W C) L) wN Ow Q O W oY J z m (Ci 0 t :Z) W2 WOa F ry LL NN Cy Q❑ Z inJ O m 66 00 o' a vi o Q (n�J� n- Lf)0 0000 0000 r�ti LJJ d n- O 0 ¢O3:¢❑ = z co v Z (n w 0) cOz0 opt U,zo❑ Z m W zUO �NL�L O 0 W W ¢ -(D =_* Co H C9 I- ¢ z~wZ f- I-_jlu � U - LLW zwa� = ti J �m N 00 w❑0��wzdW O E U) o _ Z (nm Z0 o O 0 �°, Z Cn w NO ~0¢=(n¢=?:m w Nz moLJ O Z F- C O m O¢a t%1 ti W pNC - =w(na� w0iYHmZ=m W N Q 0°nH�0¢HJi C Ow00Z)v� < =�U�NLLIUMV C -, w � Q=two 0 ozF- F—�� F-Y(nU�(n(nQ❑ LL rn¢n- (nUZ ' ❑ ILI »M»` t2 U. N d' 0 } > N Ul J p1 if l m ❑ (3) ❑ W M W a� M a N ,� � N Q ❑ a a� �— W 3Q Z 13 �o z w CD LLJ w � J ❑0�2> z��3cn Q N W � F C7 ¢OW❑ o❑oo J ❑ F w z O ¢ N w w >�z� I- Q Q U U) L z I--m .O ¢a. W L� Of o2 N w p J � W o O z Q V _ L z Quo z�� > I = � z0 oO =oN ❑ 0 L^ wow o 1 w I/1 = � 11 a � ¢ w W � �/ � m � — w w � 0° = z �- o I- V _ 2 J O 0oL) ~ z Q O >- o-z�W < o J �N 0- z O ` r w U (n a Cl) ~�:D SHEET NO. o S-3 0 w OF :E 0 z N 25 m W 0 0 >LAST PLOT DATE March 02, 2005 N Q o z DETAILS ALTERNATIVE WHEN TRUSSES RUN PERPENDICULAR TO WALL (2) 16d NAILS EACH END 4) - 12d NAILS TYP U.N.O. USP SUH2 EA END BLOCKIN( BETWEEN TYPICAL 2x AT EACH TRUSS 1 --,—DOUBLE 2X TOP PLATE CORNER USPLSTA12 w/10-10d NAILS (2) 6d NAILS T&B @ 16" O.C. PLAN VIEW A -A MIN (2) 20 SPF VERTICAL STUDS (2) 20 HEAD USP OR SILL JUS24-2 B-B l SECTION AT BUTT -JOINT GLASS WINDOW BOTTOM OF rOP CHORD 2x4 @ 16" O.C. (4) - 12d NAILS TYP U.N.O. BOTTOM OF BOTTOM CHORD u .SEE a4 LL B B A A PLAN VIEW 1/4" JNT-,� I I \--GLASS SEALANT "995" DOW CORNING OR SCHNEE MOORHEAD 5504 SQUARE JOINT GLASS 1/4" JNT— w/ SEALANT SEALANT"99E CORNING OR MOORHEAD 5.' MITRED J NOTES: 1. ALUMINUM ALLOY 6063- 2. GLAZING TO MEET ASTM 3. DESIGNED FOR AREA = I 1W3�J (2) 2x4 SPF CONST GRAITUD E 2x4 SPF CONST GRADE @ 16" O.C. USP SPT22 & SPT24 EA SEE FOUNDATION 2x4 P.T. CONT. w/ 1/2" PLAN FOR FTG - • • - - REQUIREMENTS '"°' A.B. @ 48" O.C. & EA El' SCALE: 1/2" = 1'-O" FRAME CONNECTION MASONRY CONNECTION NO. 14 FLAT HD 3/16" TAPCON� 3" FROM EA END & r2b" WOOD SCREWS @ 3" FROM 14" O.C. (3 SIDES) MIN. 1 1/2" EMBEDMENT EA END & 14" O.C. (3 SIDES) �-� MIN. 1 1/2" EMBEDMENT a TYPICAL FRAME: 0.187" x 1.75 x 1.125 THICKNESS = 0.062" w/ EPDM RUBBER WEDGE PLAN SEE FLOOR PLAN 1 1 i ELEVATION BUTT -JOINT GLASS WINDOW DETAIL V = 120 MPH FBC 2001 SCALE: 1/2" = 1'-O" REV.9-4-03 AS MAX HEIGHT 70" (t= 1/211) 60" (t= 1/2") 50" (t= 1/211) 40" (t= 3/8") SEE PLAN FOR SPECIAL REQUIREMENTS CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ USP SPT22 AND USP SPT24 TOP AND BOTTOM EACH STUD (2) 2X12 No.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLAN BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE No.2 OR BETTER SYP SEE PLAN FOR ADDITIONAL SECTIONS REQUIRED LOd TOENAILS OR (2) ENDNAILS EA. STUD ._.'TIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES TYf'. FRAMING a EXTERIOR DOOR OPENING SCALE: N.T.S. 2'1 s-4 CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ USP SPT22 AND USP SPT24 TOP AND BOTTOM EACH STUD (2) 2X12 No.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLANS BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING UNLESS NOTED OTHERWISE ON PLANS TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-O" WIDE FRAMING AROUND OPENINGS SHALL BE No.2 OR BETTER SYP USP MP34 EACH END, TYP. DBL. 2x4 SILLS FOR WINDOWS CRIPPLE STUDS @ 16" O.C. W/ USP SPT22 AND USP SPT24 EACH STUD i OR (2) N. STUD .'TIONS THAT MAY REQUIRED FOR SHEAR AND/OR UPLIFT FORCES T1'f . FRAMING a WINDOW OPENING SCALE: N.T.S. LLI N o 0 w<o w o w ++ z LU L O w LLJ Q M Lu xI--Mo 1 NLLLu U oDwU to 0 0 ~ Cco_ a2Y¢ ¢O`LO N = �w z z w�z 0 J Ll.l ¢z=o �•N LL_ J pw¢ U < O L O U m ¢ O I- O Dw�w aQz� + O cn OILL z + cn w uj (Dz-LLo om ILL] ¢000l- H(n�E ¢uj mLL o ow 0-10Zcc) Gt w U a + CN zm c m0 uHOQ « LL N N Cn a o = -i \F + p In 't a- r 00 J>¢Z� + �¢ d'V' ¢o3:¢o = z ao04 v ~ cn w Z rn O z w N m N Om (no�o off* z N z (nm_j _O O 00 o ui ¢ '� z H H_j W I-- 00 zQ zw�� oo O E �ir o w0U)5u)wzd W Xw O =Cn �tnmzoo 0 z rn w roQ=�¢�3� mon o O¢a= W fn0-gm W UDNNwO i Lu �m J o o_ o1< LQ;Lu Z¢) 005--ico wJU-_jCN '(_� (n��C~jLLCrIO _� � �F- m w ooz�o�OXUE O -1 0 frUJ rY 0 �Yfn0�fAU) LLLL O)¢0-tnUZ L6 2! �Co N CnLLJ rno o 2 N LL° J w 0 O C) z�_¢zo Q }�z —U)> NU - z o o w O 0 - 1 o W O w M _ Ld I�i �3:¢ W w v J 00 � — w w � C0 z 0 _ C.) Lo Z Q O i- � Iz-- o U ri Q�N o w� z O ' ' I J [Z Q SHEET NO. O U SA o U w OF z N 25 Cn Co Co0 W 04 > LAST PLOT DATE March 02, 2005 N 0 O _J DETAILS ® 1 a� 0 J p u- ;�� 11�- O�~cCa� w O 2 z~ (DXIrW 0 W N LLUL � _U w w N o U p ~ 0-Lu 2Y¢ U) Z O w0HO z z w p w LU ■� ti J W ¢Z=0 N m J p w ¢ L Q m w �<zZ U O~w a-w +<zE O ¢ u�O(-ql w wow LL ozLL0 L W �o v wN O woc Q of LLw-zVmzM CY)0 +AW�WOd. LLNN 00 =O¢ Ci O66 Y00 00U) a¢ cn ofJ J>LU `t�ZLY + } OiQ Q O Q O w = z 0 Z ~ (n w rn n�00ri*zN Elf oz z 0 v LLI Lf) LLL C 0 O w E: C7 m _ * 100 F- ��L) �u-IJid J H O Q Ic) Z W a �_ 00 O E � O wz wOMO(nwzm W N 0 O O CN w Z N m Z 0 0 p u) =OZ W 0 JF-:zm Z O W N ~❑Q2MQ�37 mOLoo O O¢a=wOa-M_; W bOpcNNwO U w0<~MZ w Co <m W OJ.�I<~ mO:3 0<:D Q Q pwp00Qr wJU J00 _j (!) dr�U—-CD O z H-- 0 � CO Lo I-- Q Y�* ❑ ❑ rrnn V Y J ZP ` 0 p P � 1 N N J Ln ❑ 1 im�p01 0 W m � Q 0 1 CL IL 1 w P 3Q z I\ \ \ \ \ I 7 \\ \; \ II ^ i i ❑ \\ \\\\ 11 1 I z W \♦ \\\\I11 Cl) (D \ \ 1 1 1 1 I I W I=— U) W \ \111I I I J_ Cn H SEE ROOF PLA ,1, N Lu fr w FOR CONNECTORS 1.1 ¢ ❑ O❑ ❑p 1 Li ❑H u4jLi lY cl)jw ❑tr j I—N000) I Imo;` I J I I I I GIRDER BM. OR WOOD TRUSS TYP. 8" MASONRY (WOOD TRUSS SHOWN) o WALL/LINTEL �y cn • z U� K18b GIRDER/MAS. WALL N o ( o \,. �-5NO SCALE REV. 10/10/00 PJM w Y UPLIFT CAPACITY - 1890 # SEE SCHEDULE Of o 2 N w J w 0 O OQ UQLo zU) O j Q oz> oc N= 0�0�0o ' ^ w o w u� au- 7 W W = a " C7 ' w � z LLJ_ W — o LLJ } O o a z O >- < m 0 z 4 V � � w a- z LLI °- U L Q U) SHEET NO. a U o S-5 2 w iii-- 000 OF z N 25 uj M 0 0 \� �- LAST PLOT DATE N / o March 02, 2005 0 z J DETAILS LLI N Q wQo U) ate+ z m o 0 � O LL :Q O w �o� u� p U)0 Q m W X I- IX O i N W W NN ❑ TYVEK TOP SPLICE ~0 ¢ 2 Y ¢ to !Q o z DOUBLE 10d Z w � o o TAR PAPER WRAPPED 6 a Z Lu o .N m 2 ROWS 8d @ 6" O.C. (2) SYP#2 TOP PLATE UP EXTERIOR FRAME WALL AND SEALED BY TYVEK 2"x TOP PLATE 1/4" MIN. SPACE ?4%M� W o Y ¢ O � 8d NAILS @ 6" O.C. ROOF OR INSTALLER �! Q ~o � Zo TO BLOCKING � w m pw � o FLOOR SHEATHING / O a� m + m DECO FINISH W ~ = LLI - STOP VULKEM O w m u' ¢ z o Lu U) w TERMITECAULKEDSHOIELD 2 ROWS V- ¢ 0 0 o o m o U 2"xSTUD@ 10d@6 O/C W o-��¢ wI- 0u- zOYV oN m� (2) 12d NAILS LSTA12 EACH SIDE o m TERMITE SHIELD 24" O.C. MAX. w— F t z w m m TO BLOCKING US @ EACH END OF WALL Q w E v aJ TRUSSES SUH24 ¢ p z m¢ o o 0 2"x P.T. PLATE a Z) _j � � 00 m _ _ _ _ _ = U° NOTE: a� m LC) o 00 00 2X4 BLOCKIN STRUCTURAL SHEATHING -BOTTOM SPLICE � W ¢ ❑ 4- + rn AT EA. ROOF MIN. 7/16"). NAIL w 10d @ J USP SPT24 ( I / PLATE LENGTHS MUST BE w > Z � TIN PANEL JOINT AT 3 O.C. EDGES STAGGERED AT LEAST 8' 0" LONG. TYPICAL OVER STUD ¢ O ¢ ❑ EXT. FRAME WALL TYPICAL INTERIOR W z 48" O.C. MAX @EACH STUD & 6 O.C. INTERIOR EXTEND ri� _ 5 TOP PLATE SPLICE DETAIL z TO ROOF SHEATHING~ m � c00 No Z rn 2x4 SPF STUDS 1 2"x 12" A.BOLT 6" FROM ENDS ('204 TERMITE DETAIL _ _ z o o Cy w z m / SCALE: N.T.S. SCALE: N.T.S. w z Q 0 m to � p o O THEN 32" O.C. OR 5/$" w/8 1/2" �-6 N.T.S S-6 o z w Wm_j - @ 16" O.C. EMBED WEDGE BOLT 6" FROM ENDS W ¢ - o = _ n . P 0 a EACHUSP T22 STUD THEN 32" O.C. W/#3 PT SYP z w w o o W IL Z O E m 0 BASE PLATE U) S m z IL W N o 0 wp Luzu) '4� 4 ° •�°s •e .Ib•e = Z m 0� O Z w Z O z ('�J °'-;'^• °�,•, SEE PLAN FOR DIM. ~❑a=m¢=35 (3 mo'no o Z > 00 N �w °° °°��'"Ia W J H W m z LL ne sd ne ee ne se ee ,� "S" = NAIL ,1 Q d = W U) 0- 2' W »ACN CN •y ,,. �e �_ •e ;_ •a ;_•e - z 3/8 SPACING o 3/8 v~i a p ¢ °° J C ¢ L °•°;°•• °0e 2-S.P.F.CONST.GRADETOPPLATE wp�>�mz=W i�rld'Q� SPLICE MIN 48"APART 00LLJ J� Joo��= p o °°Z)_m U e 3/4 1 ' 1/2' = c) w0Xv — viso0LLJi w 4" 16" 4" SEE FND. PLAN , / S FOR FOOTING SPECS. _ ___— __ _ ' S ' 1 oz 0�z=v� O o`rF-L� ~ ir— �i — =u n — — — — it — „— it —u /4� O Z I— O — H _.I LC) Q = W O F Y Cn U Cn (n ❑ LPL CA Q C7.- (n U Z INTERIOR SHEARWALL @ TRUSSES II I I II II I I II II II S II II I II III I I II II II SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGES AC NG 10 STEP-DOWN WALL TO TRUSS II ° II I II III c JillIII I II II II >`>' ❑ oPENwG A NAIL AT BASE 2 ROWS @ 4" O.C. W 8d COMMON NAIL NO SCALE REV. 9/30/03 AS / II I I II I c II I II I III II I I �-6 O NRIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL SHEAR CAP, 500#/LIN. FT. II II II I II «::»:.:< E ©NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL �,� W III - i -n -III II II II I �»`' `• II O NAIL INT. AT 611 O.C. W/8d COMMON NAIL _ II II II III I II III II II II I (D STAGGER ALL VERT. JOINTS & NAIL @ 4 O.C. "` `''" FLOOR SYSTEM III I II III II II II I "" W COMMON NAIL �r„ 0 NO SPLICE @HEADER NAIL SHEATHING TO 2x8 P.T. S ILL PLATE A HEADER W/8d COMMON NAIL@ 4 o/c r- 2 STORY ONLY ` \-2x4 P.T. BASE PLATE - 1 N IfJ J Lf ) NAILING SCHED. � — ❑ 7 WALL SHEATHING INSTALL & m Is,�-6NO SCALE REV. 02-11-04 MD ❑ W M nanl_'� 12 LL N LL (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C UPLIFT CONNECTOR (SEE SCHEDULE) a DOUBLE 2"x4" TOP PLATE Q W IL 2"x4" STUDS @ 16" O/C CRICKET AS REQUIRED a SIMPSON SP2 (w EA. STUD Of APA RATED STRUCTURAL SHEATHING 13 MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 @ EA. STUD W 2"x P.T. PLATE MAIN SPAN ROOF TRUSS 1/2" X B" "J" BOLT @ 24" O/C MAX LLJ 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. UPLIFT CONNECTOR AND FILLED W/ 2500 PSI CONCRETE (SEE SCHEDULE) 2 O 1 #5 VERT. IN CONC. FILLED CELL PRE ENGINEERED WD Lu W I— (n W J z U) — Q o _ > W/ STD. 90 HOOK IN K.O. BLOCK TRUSSES @ 24" O.C. O -; INSULATION BAFFLE z ~ 4 KNEE WALL ABOVE MASONRY WALL DETAIL 12 BATT OR BLOWN INSULATION MIN. R-19 a o 0 TRUSS ANCHOR (SEE PLAN) z 0 Diu C) �-6 SCALE: N.T.S. a = FIBERGLASS SHINGLE oW W z W ROOFING FELT Lu o APA RATED STRUCTURAL SHEATHING = (n z MIN 7/16" FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE 12 PRE-ENG. WD TRUSSES @ 24" O.C. 1/2" CEILING BOAR �` METAL DRIP EDGE o PROVIDE BLOCKING @ ; 5 INSULATION BAFFLE 3/4" P.T. NAILER N (1) BATT OR BLOWN INSULATION MIN. R 19 1 2" DRYWALL 2" X SUBFASCIA Z 0 � CONT. VENTED ALUM SOFFIT O ¢ 0- BEARING TYP. SEE 9/S-3 ' TRUSS ANCHOR (SEE PLAN) 8" X 8" X 16" K.O. LINTEL BLOCK N (/) m o ______ _________ i TRUSS/JOIST/RAFTER , CURTAIN NAILER FIBERGLASS SHINGLE 1 X 4 P.T. @ WINDOWS O•H• W/1 #5 DIA. REBAR & SEE PLAN ROOFING FELT 1 X 8 P.T. @ S.G.D. SEE ► 3000 PSI CONCRETE W 0 SEE ROOFING SCHEDULE PRECAST "U" LINTEL W_ / 1-#5 CONT. IN o � „ 3000 PSI CONC. @ OPNGS. 6'-0" & OVER. 2 - 2"x4" TOP PLATE 1/2" CEILING-BOARD-1 �-� UNDER 6'ST -0"' LINTEL ALL OPENINGS CONST. GRADE SPF /METAL DRIP EDGE SPLICE MIN. OF 24" APART USP SPT24 AT TOP FILL CELL -1 #5 DIA. REBAR W/ 3000 PSI M SIMPSON SP 2 W/6-10d TO AND USP SPT22 AT BOTTOM 2" X SUBFASCIA MARBLE STOOL CONC. ALL LOCATIONS SHOWN ON STUD & TO TOP PLATE 1/2" DRYWALL FOUNDATION & FLOOR PLANS CONT. VENTED ALUM SOFFIT 1 X 2 P.T FURRING N W � 2" X 4" SPF STUDS @ 16" O.C. OPTION: O.H. 2)-2" X 12" SYP BM. OR WIF85 ALUM FRAMED WINDOW W/ SCREEN / /'� 0 J W W/SIMPSON SP 1& 2 R-4.2 FOIL INSUL ON EX T V >• LL Z EACH STUD MAXIMUM OF (3) 2 X 4 PLATES MAY BE EE ELEV. (UNLESS OTHERWISE NOTED SEE PLAN) BLOCK WALLS PRECAST CONC SILL J U a � O ADDED BELOW THE HEADER W/ EACH NAIL @ 6" O.C. O z Fn W/2-2" X 4" SPF TOP PLATES 1 X 4 P.T. BASE NAILER 8" X 8" X 16" CONC. BLOCK F-- z vw) > SIMPSON SP 1 W/ 6-10d TO PLY ATTACHED W/ (2) ROWS OF 16d MIN. SPLICE 48" W/12d @ 6" O.C. I J /� 0 z ❑ STUD & 4-10d TO BASE PLATE NAILS AT 8" O.C. WOOD BASE CEMENTITIOUS I..L O w O SEE 26/S-4 OR 27/S-4 ALUM FRAMED WINDOW w/ SCREEN CONC SLAB DECORATIVE FINISH = L Z p z EE 1/2 x 6 A307 A.B. OR FOR MORE INFO @ OPENING FTG. DOWEL #5 DIA. REBAR ' n o w o wEE 5/8" x 7" SIMPSON TITEN HD SEE FOND. PLAN 7" IN FOOTING. EXTEND 25" (ACI 530) L NOTE: 40' MAX. SILL CEMENTITIOUS DECORATIVE FINISH THREADED ANCHOR W/ 5" MIN. ABOVE SLAB. ALL LOCATIONS I I- w Of EMBEDMENT HGT. ON ALL BEDROOM 7/8" THICK PER ASTM C-926-98A 6 MIL VISQUEEN SHOWN ON FOUNDATION PLAN Z / 11 = If � W/2" WASHER @ 32" O.C. WINDOWS. 2" X 4" @ 16" O.C. GRADE �J,� L/ J w w = 2 2 x SILL W/2-12d EA. END W/ APA RATED TOP OF SLAB w M m = w MIN. 6" FROM END W/P.T. ( ) STRUCTURAL SHEATHING (MIN. 7/16") , , - - — - — - - — - W �' J — 0 1 c� #2 SYP BASE PLATE 1/2" DRYWAL 7 NAIL 3 O.C. TOP & BOTTOM, 4 O.C. N 'N .I O o TREATED , ;,;;;;; ;;;;;;;-::;I R-11 F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR—► :-%r.;.-%---.3-,,- = � T--s'--r°- a . '° __� ____ CLEAN FILL , :1:::::-';;: = :::: ::::: : :::::::::: Q 2 H o • ♦ a WOOD BASE P.T. 2' X 4' #2 SYP BASE PLATE .3; '.: %I .,;;; � Z O U ::::,:. fZ z ° a ♦��:--% �` a ♦ 20 w/1/2' X 8' A.B. OR 5/8"X7' i {`` z N rr w • . °, CONC SLAB WEDGE BOLT, w/2' WASHER @ Q O g z 00 • ♦• °♦ ° - ♦°♦ ♦� ° 6 X 6 10/10 W.W.M. S 6 32" O.C. MIN. 6" FROM END 8'-0" I ' I J L Z:z 6 MIL VISQUEE GRADE MAX W U 5 1611 W/2500 PSI CONC. _ _ _ TOP OF SLAB a W/2 #5 DIA. RODS I SHEET NO. 0- MIN. LAP 25" (ACI 318) ; , y ; - ,-, - o 0 0 o INTERIOR BEARING FOUNDATION PLAN TREATED : N S-6 CLEAN FILL w � SEE FOUNDATION PLANW r14. W pLl SEE FOUNDATION PLAN OF o �-6NO SCALE REV. 8/14/00 PJM TYPICAL WALL SECTION 8 TYPICAL WALL SECTION CONCRETE BLOCK Z CV 2 cj o UPLIFT VALUES - (DOUBLE SIDE CONNECTORS -DOUBLES VALUE BELOW)r9 SCALE: 1/2" = 1' 0" REV. 6-9 04 MBL W oN 1 (EACH CONNECTOR) EACH STUD - 535 LBS. PER TRUSSEXTERIOR FRAME s �-6 LAST PLOT DATE �-68-12-03 REV. AS. SCALE: 1/2" = 1'-0" O March 02, 2005 — �I DETAILS HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING SIZE 2 X 4 WALL 2 X 6 WALL JACKS EA END STUDS EA END JACKS EA END STUDS EA END 1'- 4' (1) (2) (1) (2) 4'- 9' (2) (3) (2) (2) 9' - 16' (3) (3) (2) (3) REFER T 26/S-4 OR 27/S-4 * WHEN STUD LENGTH IS LESS - THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE W/ 11 - 10d NAILS 16d NAILS @ — 16" O/C TYP. DOUBLE 2"x4"— CRIPPLE STUD TYPICAL (U.N.O.) HEADER ANCHOR NAILED TO TOP PLATE , HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END (2) 2X12" 2SYP (2) LSTA 30 SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER DOUBLE 2 X 12 NO. 2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE OR WI85 JOIST HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @16" O/C UNLESS NOTED OTHERWISE 2"x4" STUDS TYP. USP HTT16 W/ (18) 16d NAILS AND A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR �j°F HOLD DOWN CONNECTIONS N/N�' 8 1/2" AT GARAGE STEP DOWN NOT REQUIRED @ BEARING P.T. BOT. PLATE WALLS WITHOUT UPFIFT rll* WALL HEADER DETA IL SCALE: N.T.S. REV. 10-28-03 AS. USP HTT16 w/18-16d NAILS USP LSTA30 w/(11)-10d i---TO TOP PLATE AND (11)-10d TO STUD. MAY BE ANGLED UP TO 10 DEG. USP LSTA24 W/ (18) -10d AT 2'-0" O.C. MAXIMUM �2-2x4 SPF TOP PLATE 242 SYP 2x12 OR WIF85 HDR. UNLESS NOTED OTHERWISE (SEE PLAN) (3) S.P.F. 2x4 w/10d @8" O.C. EA. SIDE —EPDXY ANCHOR W/ 8 1/2" EMBED. INSTALL PER MFG. SPECS. No. 2 P.T. 2x4 i� BASE PLATE 6 HEADER OPENING NO SCALE REV. 1-27-04 AS UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255# 7/16" OSB W/8d COMMONS @ 6" ON EDGES & 12" IN — FI ELD 2 X 4 P.T. LINTEL — CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO �— BLOCK EDGE \I STUD ANCHORING: :�dSTUD TO TOP PLATE: USP SPT4 W/ (6) 10d X 1 1/2 OR USP SPT24 W/ (6) 10d W/ 6 -10d X 1 1/2 � 2 X 16" O.C.PF AT 16" O. STUD TO BOT PLATE: 1 USP SPT4 OR SPT22 W/ 6 -10d X 1 1/2 1/2" X 8" ANCHOR BOLT @ 24" O.C. 8" CMU WALL 16 KNEEWALL @ENTRY N.T.S. (2) 10d nails @ 8" o.c. I,U TO TRUSS TOP CHORD + PLYWOOD + SHEATHING + ' + • ' LINE OF ROOF TRUSS + , T + BEYOND + EACH TRUSS + + 2X FACIA CONNECTOR SEE LINTEL 2 X 4 SOFFIT 3) 10d SCHED. FRAMING @ NAII c 2'-0" O.C. TYP USP RT3 EACH STUD 2X4 P.T. CONT. W/ 3/16" DIA. TAPCONS @ 16" O.C. W/ MIN. 1 1/2" EMBEDMENT 26 SECTION AT ROOF EXTENTION ABOVE SGD N.T.S. REV. AS 4-6-04 (3) S.Y.P. 2x4 w/1C @ 8" O.C. EACH W/ SINGLE OR 2 PLY 31RDER TRUSS SP LTS20B w/10-16d 0 GIRDER TRUSS Qx4 SPF TOP PLATE 5/8" ALL THREAD ROD W/ SIMPSON SET EPDXY BOLTS WITH 4 1/2" EMBED TYP ( 8 1/2" EMBED WHERE STEP DOWN OCCURS) INSTALL PER MFG. SPECS. P.T. #3 S.Y.P. 2x4 BASE PLATE U1t±V 1112I ILT LMAAAC \A/A1 1 GRAVITY CAP CP BUILT-UP COLUMN (3) 2x4 SYP C� 8'-0" H 1.=b1lb1f 2 X 4 P.T. CONT. PRECAST 2x8 CONT. TOP & BOTTOM SIM. PRE-ENG. TRUSSES SEE ROOF PLAN FOR CONNECTION USP RT7 TO EACH TRUSS 7/16" O.S.B. SHEATHING 2x8 @ 2'-0" O.C. 19)1,SECTION DETAIL C� ENTRY N.T.S. VARIES - SEE PLAN o SEE TRUSS PLAN CMU WALL I SEE PLAN I 3 SEE SIM S 4 FOR GABLE CONNS, TYP. ABLE. TRUSS 12d COMMONS AT 6" O.C. MAX TO LEDGER 2X P.T. CONT. T & B W/ (2) 12d COMMONS EACH STUD —2X4 P.T. CONT. W/ 1/4" DIA TAP CONS W/ 1 1/4" MIN. EMBED AT MAX 12" O.C. [MIN (2)] T&B 7/16" O.S.B. SHEATHING �W/ 8d NAILS @ 6" O.C. EDGES & 12" O.C. INTERMEDIATE 2X P.T. @ 2'-0" O.C. MAX NOTCHED T&B @ LEDGER TOE NAIL TO LEDGER W/ (2) 8d NAILS 24 TYPICAL BUILD OUT DETAIL NTS STRUCTURAL NOTES SEE SHEET S-7A FOR ADDITIONAL S7 DETAILS NOT SHOWN 6) WOOD: 6.1 WOOD STRUCTURAL FRAMING MEMBERS: WALL STUDS -SPF STUD OR CONSTRUCTION GRADE TOP & BOTTOM PLATE -SPF STD & BTC BOTTOM PLATE IN CONTACT WITH MASONRY 43 SYP PT I JOIST SQUASH BLOCK I -SPF STUD OR CONSTRUCTION GRADE TRUSS BRACING & BLOCKING -SPF STUD OR CONSTRUCTION GRADE FURRING & B.U.C. STRIP 43 SYP PT (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fl PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST EDITION AND QST-LATEST EDITION. 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7/S6 FOR LOCATIONS) 6.7 5/8" x 7" EXPANSION BOLT OR 1/2" x 8" A.B. BOLT MAY BE USED INTERCHANGABLY NOTES: TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC- TURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER OR ARCHITECT. BEARING WALL NAIL PATTERN: 1. PLYWOOD AND SIDING: ( FIELD) USE 8d NAILS @ 12" O.C. ( EDGE) USE 8d NAILS @ 6" O.C. 2. GYPSUM: ( FIELD) USE 5d NAILS @ 10" O.C. ( EDGE) USE 5d NAILS @ 7" O.C. ROOF NAILING SCHEDULE: NAILING ZONES i 4 H. 0 i ----------------------------------------� - 4 FT. ..' 2,/ i 5 FT.: 4--------- ,� 5 FT.: 4 FT. ©--- © :(2)r----------------- i -------- \ O i © _1_ _ O 0\\4VFT 3 3 ------ 4 Ff.-©------- 4 ZONE 1: 8d NAILS @ 6" O.C. IN FIELD 8d NAILS @ 6" O.C. ON EDGE ZONE 2: 8d NAILS @ 6" O.C. IN FIELD GYPSUM CEILING: USE 5d NAILS @ 7" O.C. 8d NAILS @ 6" O.C.ON EDGE ZONE 3: 8d NAILS @ 4" O.C. IN FIELD 8d NAILS @ 4" O.C. ON EDGE ALLOWABLE FASTENERS A: CEMENT COATED SINKERS B: BRIGHT COMMONS C: SPIRAL OR RING SHANK NAILS D: CLIP HEAD GUN NAILS $d @ 3"o.c. TYP. EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR 2x STUDS EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN W/ 1/2" ANCHOR BOLTS 6" FROM END OF EACH SILL PLATE. SEE 6 S-6 30 EXT. FRAME CORNER SCALE: 1 1/2" = 1'-O" CONTRACTOR NOTE: ALL DRILLED AND EPDXIED HOLES MUST BE PROPERLY VACUUM, BRUSHED, AND BLOWN CLEAN PER MFGR'S RECOMMENDATIONS TO ACHIEVE UPLIFT CAPACITY Oco o<o N z o DO ~ w w~ :� O w Q L,I.J ¢O�z C� cn Lu X��p N cn �2LL U) o YQ U) ca z 0 W8¢O _ o LL_z — b1Q � 2 az0 !Q'— — J W Ow¢O w m < ~o<z¢ O " F- �wFw O 0¢z�E + cn Ocn w¢z + (A w �jS .1m ¢00 m0 wQ W LL 0tn==-- wN OtL O w� ' z M m 0 w W O Em F + � LL N N ZD �O�J¢ o (y -�z�--' �� 0000 U) a¢ui0¢ L,o J>¢z¢ d ¢O-:3:¢0 = z co v ~ cn w Z rn �z0O DCgw Z 0 O'NUO u.j<Lw __ U. H00 z�z �~00 LP-wr- �05~wmd JC �0�¢0 rr Nzw�00mO E �o o w05L1-zw N O w O wzmz00 p �- c Z w�Cq o=W;¢ 3:D 0 0 ¢=wv�Z 0CNW J �O¢ ¢m4¢� im m0Criz) )Z0<7OLLwZ =_j U0-NLjj0M 0V L- �w O�0v�O Q00pzO0it =Ow nL) j(n0)<0_wo W UJ Z " : ❑ IN Ul J�lfl m ❑ e 3 i M wmtp k` EL IEn L L. �W 3� Q Z 13 z w z w=Unw� J_ 0 0 _ _=* z�t: ��:cn Q (y Li J Cr - c��<LLJ 00 00 00 J of 0 H W z OQ�tn� w > LE H Ln ¢ Q U LLO 0 Ln O ¢ ro N rno W �o Er 02 C�LLJ N 0 �<C J 1 ILL)0 0 O Oz z _ LL_z Q1-O w � < z o I N = C Gw 0 0 ow0 uJ V 0 Edo w EL LL LU � � ¢ W �J 0 w w 00 F_ = z F- 0�-0 _ _-J O o a Lo z Q 'SN 0 U Q o awLLJ 0 zo w � U L¢U) SHEET NO. O U S-7 w OF :E 0 z N 25 = w 0 0 \ / �- LAST PLOT March 02, DATE 2005 N 0 o z t DE I ,41L-S Uw+) / " W J 1 2' X S A.B W ¢ � ¢ In W/2" WASHERS 0 u; o m N M z SET IN TYP. LD ° ¢ o z 'V (n z Q m FILLED CELL W/ FILLED CELL _ v� O D C w MIN. 5 PER o LLJ m o W m #5 VERTICAL O U N w Lu¢ N tQ a- z TIE -BEAM JAMB. m o Z U ' N (5) 1/2" DIA. x 8" SECTIONAL O Qo Q 0 C 0- "J" BOLTS OVERHEAD z oo � w z �A o DOOR W¢ w Q o N� m PRECAST a SYP 2" X 6" Q� a z z 'O L LINTEL o //� CONT. WOOD TRIM P.T. # T+ C3 w 0 w o ~ C,=U)w O O Qz� + cn z + m w OVERHEAD O¢ 0 0 o Q m uj o o 2"x6" P.T. WOOD JA SECTIONAL o z �- O N m d. DOOR TRACK ( Z) _j z m m o DOOR AND CONNECTION PER W� 3/8" X 1 1/2" Q w w o a- + + Of L-L N N S EEL LAG ZD m0r-j¢ GARAGE DOOR MANUFACTURER BOLT W/ GARAGE SLAB �, a J Z m 0 6 00 TYP. GARAGE DOOR WASHER. MIN. Cn aQ ai o ¢ "� 00 °0 6 PER TRACK m w i + + rn¢ 0 0 TRACK MOUNTING DETAIL TO JAMB. ; 0 ¢ z mo 0 � w 6 2 z m N F_ Cq Z Cn 5 SECT. OVERHEAD GAR. DOOR INSTALL wcozW H N o tAZO0 �cmv ❑ei Z N FASTEN PT 2X NAILER TO MASONRY �-8SCALE: N.T.S. w z< o W m N O 0 o W/ 3/16" X 3" TAPCONS 6" FROM z " z � m * L. � 00 ENDS AND 16" O.0 MAX. FASTENING c� ,� 0 m p LL a -� '- o cn N S) TO WINDOW TO BUCK RESPONSIBILIT w o in E3 m oW Z w w N o It w o OF WINDOW MANUFACTURER. = ? C0 0 0 _o o Z � W N F N ~ O Q 2C/) Q 3 m pLo CN Z O 6 2X BUCK DETAIL WALL AROUND GLASS o ¢ _ m W u�pN N W O BLOCK- THIS IS NOT A C j W Q 0 _j m J a � m Q w �-8SCALE: N.T.S. FRAME m w o o J= o o)o � 0 UJ N O0�o�(zoOf JO Lr) °�=frwo 0 F-YtnL) nfn❑❑ LL OQ0-cnUZ EXPANSION STRIP CHANNEL ❑ PANEL ANCHOR ATTACH W/(2) 1/4"x2 1/4" TAPCON> SCREWS W/WASHERS @ nr BEND -EA. HORIZ. REINF._ _ ❑ N LAB` JA`v y, / HORIZ. REINFORCING 5 _ INSTALLED PER MANF. IN INSTRUCTIONS ❑ J N m MORTAR JOINT — W � HOLLOW GLASS BLOCK Q J N a = L. Q N a CO GLASS BLK. PANELS SHALL HAVE REINF. IN THE HORIZONTAL MORTAR JOINTS, W EXTENDING FROM END TO END OF MORTAR JOINTS, BUT NOT ACROSS EXPANSION Q JOINTS, WITH ANY UNAVOIDABLE JOINTS SPLICED BY LAPPING THE REINF. NOT �. LESS THAN 6". THE REINF. SHALL BE SPACED NOT MORE THAN 2' APART VERT. Z FOR 3 7/8" BLK. & 16" APART VERTICALLY FOR 3 1/8" BLK. IN ADDITION REINFORCEMENTS SHALL BE PLACED IN THE JOINT IMMEDIATELY BELOW & ABOVE ❑ ANY OPENINGS WITHIN A PANEL. THE REINF. SHALL CONSIST OF TWO PARALLEL ❑ LONGITUDINAL, GALVANIZED STELL WIRES, 9 GA. OR LARGER, SPACED 2" APART AND HAVING WELDED THERETO 14 GA. OR HEAVIER CROSS WIRES AT INTERVALS NOT EXCEEDING 8", OR THE EQUIVALENT APPROVED BY THE BUILDING OFFICIAL. uj � U) W H � W J J ❑ 0 _ = 9 T G LASS BLOCK DETAIL Z�~ o 0 Q N w Cr W .-I Q oO ❑ Z Of ❑ ❑ ❑ O SCALE: N.T.S Jv Hwz ❑Q _(n, _ J w t z � r cn¢¢o Lo 0 Lo z IU- Coo Q d CV m ❑ >Lo Y O � I N W J LLB 0 0 O OQ z c>QLo z �, O z�> Jof o rN Z U W 0 z oz� Lo w z F— L LJ _ _ 3:Q C'3 WWm L.I m = z W 0 — ory L j J o }oa Ll J 0- z �-I Q � N w 0 wU mQU) noo SHEET NO. o v S-8 U w 1 0 OF z N 25 W 0 0 0 LAST PLOT DATE N o March 02, 2005 0 z _ j DETAILS 14" 14" 14" 14" 14" 4 14" 14" 14" 14" 14" DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 FINAL ANC r RING OF A W0012 Fi?ME LIP TO 5.4 X 6'8 SINGLE INSWING UNIT W/WO S/DEUTES PRODUCT ACCEPTANCE No.: DS1222 SCREW a #10 x 5 8" PltGl1P5 l9AT READ 4# 10 x 1 3 4' FIAT READ MSM MAT HEAD n7t #10 x 3" PHNIme FLAT fWAD 2" TYP. a 1/r 41/2: 2" TYP. 7' Q7 5 1/2" O 7 II .C• •C• •A• 7 7 7 7 ©07 7 7 7 ...I 1,..-.4 a/2.1 41/x- 14- t 9 7%B,. 5 • 7 + 3 "D" XINGE DETAIL WNW SJD VM IS ATTACM10 ttlMtiE 440:A J@ um Lsw of a 5 SCMW AND A I V sl.^z`1/' PA SMWW SCHEDULE 5 "3" LATCH DETAIL %WN SWELITE IS ATTACHED TO LATCH JAMB US1C #8 x 1 3/4" Amiols AiAr NRAB 3*wws W SINKE PIATM AND j 4 SCREW WPLACE OF I U �N SCHEDULE 'EFAcrtl `�.. IAtSTTNLCTl01t5 INSWING THRL�Si�OLe . . THRESHOLD top—) Product Acceptance No: DSI-222 Size: up to 54 x G 8 Inswing (wood jamb) Configuration: X, OXO, XO, Ox 2'0 2'4 2'6 2'R ..... 3-0 Sin#le Opaque +80 -80 +80 -80 +80 -8D +SO -80 . +>40 -80 W/Sidelites +60 -60 +60-60 Sin#le()iarrxl +75 -80 +64 -77 +60 -71 •1-56 /7 +50 �w , W/SideUtes +50.4)() +50 !(> (Door does not meet Missile Impact) Test # 210-1997, 210-2024 Mfg. be: Nan Ya Plastics I Plastpto Licinpwn. PIJ 97039 NAN YA PLASTICS CORPORATION / PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 5'4" x 6' 8" DESIGN PRESSURES OPAQUE GLAZED Description Door Size Pressures Drawing # Desc! jption Door Size Pressures Single 2'0" x 6'9" +80 -80 99-01 Single 2'0" x 6'8" +75 -80 99-04 Single 214" x 6'8" +80 -80 99-01 Single 2W4 x 6'8" +64 -77 99-04 Single 2'6" x 618" +80 -80 99-01 Single 2'6" x 6'8" +60 -71 99-04 Single 2'8" x 6'8" +80 -80 99-01 Single 2'8" x 6'8" +56 -67 99-04 Single 3'0" x 6'8" +80 -80 99-01 Single 3'6" x 6'8" +50 -60 99-04 Single w/sl 2'8".x 618" +60 -60 99-01 Single w/sl 2'8" x 6'8" +50 -60 99-04 Single w/81 3'0" x 6'8" +60 -60 99-01 Single w/sl 31011 x 61811 +50 -60 99-04 Configuration: X, OXO, XO, OX TESTS Certifying Florida Engineer Test Descrinlion Test Location Teat Date Test Report # and License Number ASTM E-330-90 Uniform Static National Certified Testing Lab 11/03/1997 210-1987-� a, y BarryPortnoy Air Pres= Orlando Florida 04/0I/1998 210 2024- !e, r it P E No 16258 AAMA 1302.5 Forced. Entry National Certified Testing Lab 11/03/1997 210-198742,hl/ Barry Portnoy Orlando, Florida 04(01/1998 210.2024 �(f G P -No, 16258 ASTM E283-91 Air Infiltration National Certified Testing Lab 11/03/1997 210-1987-1, 7-3,Y' Barry Portnoy Orlando Florida 041011I99$ 210-2024• %ice P. E. No. 16258 210-1987_1i2�} Barry Portnoy I ASTM E331-96 Water National Certified Testing lab 11/03/1997 `Penetration Orlando, Florida ., 04/Ol/1998 210-2024 3.t G P E. No. 16258 Product Acceptance/Label No: DSI-222 0-v rP DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 FINAL ANCHORING' OF A WOOD FRAME UP TO 6'0 X 6'8 DOUBLE INSWING UNIT PRODUCT ACCEPTANCE No.: OD1224 4" TYP. � s" s" � 6" 7 C7 I 1 1 I 14"TYP. j •• 14. TYP TYP. -.-A• 'AC H 1 —07 14"TYP. �(y� 14"TYP, TYP. ')) 14" TYP. f 4 s/2^ f 4, 4 SCREW SCHtDULE 3 10 x 5/s" R:iUJ nAFLIT HEAD 4 10 x 1 3/4" PHILUPS FLAT HFAD s 10 x 2" PMQUPS FLAT HEAD 7 10 x 3" F'M -UPS FLAT HEAD t� 4 "L7' ASTRAGAL PLATE 12' 12" 12" TYP. 12" TYP. 25 1/2" L SEE LOCK Ni'n, ,M$'WIfJG T� . 1EE IGTp7N5 12'• TYP. 12" TYP. 25 1/2" LATCH DETAIL ,,,,-{''-x SSYIN . 7HRESHO D 12 TYP 12"TYP. 25 1/2" 12" TYP. 5 2 ` Threshold cE "r ` wlrauFACTtxtats YISTRtJC79VM NAN YA PLASTICS CORPORATION / PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 6'0" x 6'8" DESIGN PRESSURES OPAQUE GLAZED Description Door Size Pressures Drawing # Description Door Size Pressures Drawine # Double 4'0" x 6'8" +74 .82 99-08 Double 4'0" x 6'8" +74 -74 99-06 Double 4'8" x 6'8" +64 -70 99-08 Double 4'8" x 6'8" +64 -64 99-06 Double 5'0" x 6'8"' +60 -66 99.08 Double 510" x 6'8" +60 -60 99-06 Double 5'4" x 6'8" +56 -61 99-08 Double 5'4" x 6'8" +56 -56 99-06 Double 6'0" x 6'8" +50 -55 99-08 Double 6'0" x 6'8" +50 -50 99-06 Configuration: XX TESTS Certifying Florida Engineer Test Description Test Location Test Date rest Report # and License Number ASTM E-330-90 Uniform Static National Certified Testing Lab 10/03/1997 210-1993 Barry Portnoy Air Pressure Orlando, Florida 04/01/1998 210-2024 P. E. No.16258 AAMA 1302.5 Forced Entry National Certified Testing Lab g 1 /I 7 0/03 99 10-199 2 3 Barry Portnoy Orlando, Florida 04/01/1998 210-2024 P. E. No. 16258 ASTM E283-91 Air Infiltration National Certified Testing Lab 10/03/1997 210-1993 Barry Portnoy Orlando, Florida 04/01/1998 210-2024 P. E. No. 16258 ASTM E331-96 Water National Certified Testing Lab 10/0311997 210-1993 Barry Portnoy Penelratism Orlando, Ftorda 04/01/1999 210-2024 P E. No, I6258 / Product Acceptance/Label No: DDI-224 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8SI-226 FINAL ANCH{ RIUQ OF A WQQD FRAME UP TO 5'4 X 8'O SINGLE INSWING UNIT W/WO S1t3EL § PRODUCT ACCEPTANCE No.: MS1226 ' L •E. Z ---I I -a- s/ra i/2 -t 1-- Straw scr96ar- 8x3 10 5 8" RA7 NwAo 4 1A x 1 3 a" PMLL PS FLAT HEAD s 10 x 2" P►RLLM'$ R.sT tAGt6 10 x 3" PHatMS RAT FIFM ,r 9 7/8" " 7 .r 3 -Jr HINGE DETAIL WAN 500M ,s ACHM To MNCE .Awe A / 4 w,sr aE tRSEd OF A 5 r•Td4E1Y MID A i 7 SCREW AM SCHEDULE. •E' 7 N�tx7ltt�CT LATCH DETAIL WHEN SOELM IS ATTAC,NED TO LATCH .AALIB USE 8 x 1 3/4" PMAI PS FLAT HEM W SV#XC P%A 'AND / 4 SCREW WPtACE OF ii7(7 FRM. SCHEoLMX- 5 x I/r, dl LAHE SEE LDCK-—..,- -,,� INS -- , netnc7LalMs (010w I) TMreleold Product Acceptance No: DSSI-226 Size: up to 5'4 x 8'0 Inswing (wood jamb) Configuration: X, OXO, XO, OX 2'0 2'4 X6 2'8 3'0 SingleOpeque +99 -99 +$9 -89 +84 .84 +79 -79 +70 70 w/Sidolikz +53.34 64.01 +-50 -60 Si1lgkGl�tad +99 -99 +99 -89 +84 44 +78 -78 +7D -70 +Nt3idelila +53.34.64.01 }50-60 (Door dots not Mw Missile IMPO t) Tcstk 210-X024.4,Sb,10;1L,12 Nlfg.Oy:NepYaPlastics/Ptaslpsv Liviagtton.NJO?039 NAN YA PLASTICS CORPORATION / PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 5W' x 8'0" DESIGN PRESSURES OPAQUE GLAZED Description Door Size Pressures Drawing # Description Door Size Pressures Drawing # Single 2'0" x 8'0" +99 -99 99-01 Single 2'0" x 8'0" +99 -99 99-04 Single 2'4" x 8'0" +89 -89 99-01 Single 2'4" x 8'0" +89 -89 99-04 Single 2'6" x 8'0" +84 -84 99-01 Single 2'6" x 8'0" +84 -84 99-04 Single 2'8" x 8'0" +78 -78 99-01 Single 2'8" x 8'0" +78 -78 99-04 Single 3'0" x 8'0" +70 -70 99-01 Single 3'0" x 8'0" +70 -70 99-04 Single w/sl 5'4" x 8'0" +53 -64. 99-01 Single w/sl 5'4" x 8'0" +53 -64 99-04 Single w/sl 6'0" x 8'0" +50-60 99-01 Single w/sl 6'0" x 8'0" +50 -60 99-04 Configuration: X, OXO, XO, OX TESTS Certifying Florida Engineer Test Descriptlon Test Location Test Date Test Report # and License Number ASTM E-330-90 Uniform Static National Certified Testing Lab 04/01/1998 210-2024- Barry Portnoy Air Pressure Orlando Florida 4,5,6,1001,12 P. E. No. 16258 AAMA 1302.5 Forced Entry National Certified Testing Lab 04/0111998 210-2024- Barry Portnoy Or ando Florida 4 5 6 10 1 12 P. E. No. 16258 ASTM E283-91 Air Infiltration National Certified Testing Lab 04/01/1998 210-2024- Barry Portnoy Orlando Florida 4,5.6,10.11.12 P. E. Nc. 16258 ASTM E331-96 Water National Certified Testing Lab 04/01/1998 210-2024- Barry Portnoy / Florida Penetration Orlando. - 6In1112 45 0 2 8 P. E. N . 16 S �.._ J Product Acceptance/Label No: D8SI-226 4•, 12" TYP- 1 ' 92" TYP. 12" TYP. 12" TYP. 12" TYP. 1 12" TYP DOOR LABEL PRODUCT ACCEPTANCE NUMBER D8DI-228 FINAL AJ CHORM; OF A WOOD f13d11dE UP TO 6'0 X 8'O - DOUBLE INSWJNG UNIT PRODUCT ACCEPTANCE- No.: DOD1228 6" 6„ T � sfir I 1 T -O 0- -0 O — ' .c. Y I ^O ACTrvt !NA Ttv O ( r O O SCREW SCHEDULE 3 lox 5 8" PHHLPS FLAT HEAD 4 10 x 1 3/4" PH WF s FLAT Wz 5 10 x 2" KPU-4'5 FLAT HEAD 7 10 x 3" PHJLLJPS FIAT HEAD 9 7/8" 5 7 e 3 -b - 31IXGE DETAIL ;�4 4 "D" ASTRAGAL PLATE I�Isws T>HgESN= s s LATCrwim x H DETAIL rylcwntc WRES11 LD tnlE LDCK wwUrAc ACAS WSTwXT*01S NAN YA PLASTICS CORPORATION 1 PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 6'0" x 8'0" DESIGN PRESSURES OPAQUE GLAZED Description Door Size Pressures Drawing # Description Door Size Pressures Drawing # Double 4'0" x 8'0" +99 -99 99-09 Double 4'0" x 8'0" +99 -99 99-06 Double 4'8" x 8'0" +89 -89 99-08 Double 4'8" x 8'0" +89 -89 99-06 Double 5'0" x 8'0" +84 -84 99-08 Double 5'0" x 8'0" +84 -84 99-06 Double 5W' x 8'0" +78 -78 99-08 Double 5'4" x 8'0" +78 -78 99-06 Double 6'0" z 8'0" +70 -70 99-08 Double 6'0" x 8'0" +70 -70 99-06 Configuration: XX TESTS Certifying Florida Engineer Test l�eseripttoa Test Location Test Date Test Report # and License Number ASTM E-330-90 Uniform Static National Certified Testing Lab 04/01/1998 210-2024- Barry Portnoy Air Pressure Orlando Florida 10M.12 P. E. No. 16258 AAMA 1302.5 Forced Entry National Certified Testing Lab 04/01/1998 210-2024- Barry Portnoy Orlando Florida 10,11.12 P. E. No. 16258 ASTM E283-91 Air Infiltration National Certified Testing Lab 04/01/1998 210.2024- Barry Portnoy Orlando Florida 10,11.12 P. E. No.-16258 ASTM E331-96 Water National Certified Testing Lab 04/01/1999 210-2024- Sony Portnoy Penetration Qrlando. Florida 10,11,12 P. E. No. 16258 Product Acceptance/Label No: D8DI-228 M LLI U F— Oz Q o O LU (n w0LLJ = X 0 p 0=-0 �0 0Z n w ¢ n ���- ��LLJaZ O W:DLij CY ¢ Q ¢oz�-��O ®cn�� O W d� ww0� 01<cl0¢ U) Of —1 \ J>¢ZfY ¢03<0 +ti¢¢ zw� p "® w .� y ,' N 0 y co a p 1�A � o)--¢zz 0 + O 0 m W 0 0 z n r OW + W ma LL LL WN Ow Z m M 0 < t [YLL NN d 000P I.r) 0 ti � + Q d0 �}O C� Z 0 LJ ¢w�r? CM to to z 0 ,0 Ui 0 O T1 afi wZ V Z Cv O z0 W�I�t)L�L W QMC"3 Z� H 0000 H Z�0- i-U-LL� r N W O ON 0w5wLLOZw W W zcf)M2: V% O U)¢ X W Ld wZZ w0t—G M O - LL— t') Lo 0 Fx- —:D< cN HW;7= Lij 0AM ONZ W =UELw W �) wp< —o w0 LU Q d < H� LLr-i 00�(3CO CM 0 F--JX 009 O O = (D 0fOf ® Z ct inL)3:U)U)❑❑ tit) 0)¢11U)C)Z 0-2 W O ¢ 0 LL <�,`• ..,:: :: ate: Z �, a `wm* ! iii ❑ hg Ycc �;Se<iOr X' 1 L J�SK J lit M. ❑ W 13 U' J En r Q 00 . ' Q IL ,'is; LL F- W \ '?' LU ❑ 3? ❑ LLJ Z z C.7 N W t—�W J J — O S Q zitz3tn N W 1 W O� oLLJLwv J �QCr WU)Cr HrnQQU Lj� C� L 1R LLJ p U Z LL Q 0 o Z Z Lj (� o Z o o 0 L) 0 z O p Z � F-- O w LLJJ W = �3¢ w W r tS t- LIJ w Z : U Q : = O w Z O LU U ELz0 Via= SHEET NO. 0 0 w S-9 O u1 O co 0 LAST PLOT DATE 0 N October 11, 2004 PLASTIPRO DOOR DETAILS , aaves:� , ... . I � - I . NOA.NO4 02-IZ19M 11 Expiration Date. 02178&7 . AP00tlll Datet 1000 - I Pat!i0�of 4 1 ,- I I I 11 � I I . - __ - - _.________________ � - � __ - -I-...------ ._ - MASTE R SHIN 61r, APPL.ICATOIUS ALAN UA.L � ..& .01111111111111. I I . LAMINATEV SHINGLES 'n" . I I. I I R00MG M$E�WXAFIVRJOVAL .. . . . . . . Ica .: i� Roofing . I . I I � N�&Cagggrw. . 07310 Asphalt Shingles � ____ ST -31EN � , _kI,DM or STREP SIOPIR UNDIRVAN I r Poofazs� Select" YOZTR OBJEeTMI, Shingje undedayment-issaggemea (WN D4869T,jpe f). (Aefieyir, . - . , I I M . atorials I Dimensional 76 Avm, tb,- correctp-eAr.-for hg�faflirg thil� 004"'or, "SN"Ve &Adef*VM*1d, "jbr 40NOW4 s11j0V-9WM,) . I I . Deck:LUe* . Wood -zatwita-ted Shitigles. low SWIPE UNoRRIAVAIEW 0 lie I Ayer of wituttrG a at 1" or its . . 12T . - equilyalenVI, or two layers of W (915 m1n) Videfeltshm*10ildert , I . . . . . . ENGLISH DINIENVONS METRIC DIMLENSIQHS� mentisf.Ted 19, (�tz5 ram), mustbe Applied 0,YCY the entire roof. .1.1, WQPK* , � LANDMAN'SIRIES LANDMARK" SERIES, FIRENALT' BAPOrrANT vilen Installing IandIvurRTI, on low slopes� 0 lie IAYer I . Tbi:F, revises Coi(�ed LaudnWk.30 and AR (and WidgTrOk QB), CertainTeed Landmark 40 � ND ARCHITECr 8o of Whiter(Oard or an equivalent waterprobfifig slarigle undeTlayment . . WODDSCAPP SERIES A . � I I and. -AR (and Widii.Track QR)5 CertainTeed Landmark Wand AR (and WideTrack QB) Shingles Ali C�ImriTccd jaimmaded Shingles Are 1)uol on a JlbeT &SS We to cam"t be applied over the entire rciot Applying h7c, layors of felt ,. . � shir�gleunde.riaymentisjiotQlaccepWia�it�nartvatoWiqterGtix.,d, I as: manufa I cture.d*b.y CertainTeed Corporation described in Section 2 of this Notice of Acceptance. FYOVide a Class A fire leSISMICe nihig.'The LimilIVIVIC TL is a Unique 0 lie laver of Ro Ofers7'. select or a felt shingle miderlayrrien t that meets 1 .1 . . type. oflanduated shingle because its patented Tri-Latatinate design Asj1646,) appliedover '�here(f,ulredWir,�,'rGuudisa�lsofecOAl- , ,esscbtiibhiesthTeekayer�ol-,afetiWtopEr.oi,ide.an�Xck�PtionaKY ' . � pro, I -a, . � 1 .2. ?R01DUCYDESCROTION � . - stvori& dTamatically thick sbmgj� with a wood 8hake slide. Whirl, ruended� LEA0 14' (9.5 Mra) thick � %raduated aecortiLag tc; the . rardy Tooi ROOF DECK* MUST PlRAT .. . I Xest Ere -duct Des . w2traintles are.p �� .- I plodlicis War ad vw- plywood, Or T�6' �l I RIM) 4liCk 11011-yeaM Or t0fraflat I' (15 rum) . D�Imejlslons - I � � &arallim: A 515-year landliAldd tidliglis PdOvidts a 60 InVil wi rafl,ty� a 50-YM duration provi,des 70 mph, a 40-year duration pro- t1rickwood deck, not more than 6' (150 men) %vida. , . Sgecifications . viditis go mph, a 50-jew duration provides �Io mph midalimitid-life- 'riard . . � I Colo W-Anag QJAW96 (Alt SWpV6): Applying winter" .1 � � tjnie duration is warranted up to, ilo mph. ivalenti` is stroingty geCoffnineadel wherever there is a PDZI- . I , hated shingles or its equi Qqtaintee4Landrnark3,0arlii1 13%."x-3UX�" PA110. A heavy weight, 247lb/sq, dimensional NOM-11le VVJhd Warmly f6f 30-YW lAoij buity of . Irebvild-irp, , I . I inereas- from 70 oaPh to 136 niPh when Welted '110 &&R-ils . � asphalt shingle. . . I instead of fm, I;iIx galls are 3requiTed for Archir �W vilhich FL&SHING: corzosion-Tesistant flashing must be used to help prevent . . AR:1*dWWVA*1Q,P). . vilad warxsnty� liee Figure 15-4,: eo leaks where a roof Iteets A wall. =0110 roof, a chimney Or other Certainteed Landmark 40 and l31/4".x.38`/`�"' PA 110 , A heavy weight, 2641blsq,'diniensional , Carries a 1 00 mph �ep s10pe0 � (Roofing cement Objects tha, pelletrite A roof. . . is'not reqalted,�exrlept out ste I asphalt shingle, . . Deck preparation, ve I milation, miderlayraent.and Ice -turn PrOlee- � . 0,�� ( d NvideTrack QU), - I tion me allroutine,vith, the. exiotifitlon of Tandlilark U, t1ineed- sEAL,UiG: 5ffrogle se�alblg may be delayed if shingles are applied . �, � _ � . , A heavy weight, 29611)/s,q, dimensional . rut vaLleys are: preferred byterialliTeed when Applying. these um� in ccioj,),C�jher and may he father delayed byairborne dust &rtainteedtarp�56.anid 11"/Vx38:'/," PA 110 . 00dedi whetrwlyiag Accumulation, If any slibigleshAve not seated after a reasonable inaled shingles. ID"a rAOr,UO MOMM . . I AX(aod Wida�sqk QB) . asphalt. shirigle. iLaaAAWR , W, however closed -cut valleys are -also, acceptable, unie, period, band seating maybirilecessaPy., I � � ... . � Wover Vallo th CAuTLON: TO pxaent cracking, sliciges mUst be sufficiently warot proprietary Accessory shingles fbr hip,ridge and . - _ys�kielit�it�L��l'b�ofidt�dfQk�andMotkTl,.�bmat�e. e I 1, I Accessory Shingles vanous - tri-twamwe'd "hingle- can buckle and become damAged,wheA shaped to Aho. props,r foxming JOY hips, ridges, and.valleys. I . starter strip applications. I � pio thevattey. See the.appropelateollaftirs, -rating I � .� I IV,IRRANW, These. shingles are warramed.against manufa � - I . I � irnaeningiwtnw(tms�arestringentoadDiiiqtb,ef*Wwe�L defect., and novered b five years of SureStartprotedion, except I I � y � . . . . � . Nails are xequiedas Wenele lot LandlMark 11, sup,les = notalloyved. landMarli TI whtdiprovules ten Yeats of SureSbut And Incindes 3.: 9VW,)KNCX SUB I . � . (see ,,hapter & for fastening douds.) coverage for tear -off mid dispossd costs. Se,� tile Wartm* h$llf let . 11 . . I, � . . I . . . - Ir �4 Ir'l *;*I., TeSt'NftMIFf/RVn0 - Date . ,9 1 I-, . . . specific details Ind limitations, _t CST, A4geaev I v vs. . I 5 * I I I . . . I . . I 4 1`1111�, I I , - jr, , I � S -Awii . . : . TjL 7.90 04/02/01 81`2-,!"�) , UTIdawfiters, tAoTaiodle�,s, Inc,. . R684 � . I . , . � , kr ,�, ,� . - �., � I M_ ., Te.oWn I blo I g I Jes , .Inc. VICTC-01-021001 PA 100 � 01112/01 1 -, �,,�..,�,,,,,� .. I ... - ? . I . 11/1V02 I �10k.-(4114 . � cric-006-02-01 . I Lftsic,e kv I ic at iplifliilow 452) . � . 1ow I I . . I . For technical quaAmrs, Information ofi aboSPublis f-- -2 9 alternative applicationjeflimis:wd nATMI191s, i 111 -E,ii � or a copy of the product viamaty, contact the t: -, 2 sources listed balaw: , , 11 11" Yoursuppli 6/ CsMInTeod -182-,G77� ,/- TeRumtasd Fax-on-benalid ON-IJ47-11657 V :4/ V ,C�rtainTaed-ftpGT6chfilcaiSeNfms 8013415-11145 V ,:# / V I � . - Vw4writers L ies, Thc. 94NK9632 Wind uplift -resistance PA 107 11/30/00 . � I . � '04.,146shiagla / I I 1. .1 I 28100, 1 . !Q2_NK42448 .— . 11LO-L/0-2 .- ftqiv 15�1� SlbpdOnWow. . ... 11 . . - , I . . . . I o . � - I � I . I 4.� L"TATIONS: � . � . . i � I , - refer to a current Approved Roofing 411 Firo class CAUOn not part of this acceptan( e, I . .1 . .is . - Materials Directory for� fire ratings of Us product � 147 1 4.2 Shall not be installed on roof.mean heights in. exces. s of 13 ft. . 1____._.. ....:_ . I � � . I � . � S.. WSTAIJAIJON I . an ar RA , 11_. , Sbinglesshall'be installed incompliancewithRoofing Application St d d. S;115 . - � ------- - ___ 11 - SIT � Flasfnng.sh�ll,�be in accordance With Roofing.Application Staridayd RAS 115 .. , I - .,� 3 .5. The man0fa shall provide cle arly written application instructions. I . I 1 � 5A 1. e' comphancewith-DetailW, attached. I Exposum and course layout shall b in roruppiftig hipodrl*,APP1y0qu1hTW `Accessory�shIngIwOfaEk60QIOf .1 I I SA . in I I . . NWEA9.6 a b,e' compliance with Detail S' attached, - "-- 11 , , , " , I 'y_ , � . \,`�, ,.� "\, �41t� - " - �.1 - , . I . I � �_ 4-� ) ! j^_1) /� � / , __ , 1,!�� � ��,� � I . ; I 1c;. ., 1. . . . �__� . I . . - 02-1219io3 , , NOA No— . Expiration DAU: 02/28107 I 4// �, - I 11 . I 0 �. . . Approval Date: 03/27/03 � Page 2 of 4 I .. . , ��� - .. . 1 . N � ��_ - DET.AmB . . �. . . �WIDE . NAIL4 :AREA . I � " Throloh SAM i� Provide adequate venialaWn under ,the roof dook to, 1`1111111"all at Im"'.1am in iiiinter aad beat twild-Up in summer. ; I FW-115-6.. 'IF4&C�mr,�eDiagmagethod,mtagalk'n"'Vt)wwlic I . . . I , . � 7 13 1/4" - . . . . . I . I . I I . LANDMARK 30,40, 60 (AND AR):- WIDETRACK QB � I . (Low and Standard Slope) ., . . . � , . I . I � . . . - . � . I I ... L� _' � . I I 1 39.3/4" , , - "'' L � ... � — . I I . . . I .— _. __ — - � 1. — � ;; 7,;;��; / ./ ,'/, maleasta . �- - - 74;-7/Z 1� / 11 � I I 1 4 4 -e-L-4-4� ___7f� �� � � I � I I � � z 11 / Z � --- � , 5 . I : . I ' I rea joy ,iataiepi,i stopes (greatertan 21:1;), . i Nailing a . I I . . . . . * � . I ii between booth 2:mtliii-� � . 13 14, . i I . �% � _. I � iz, I � 9 12" 1 I . 14 34' ��� . ...., 9.1.. . 19. 1 . .. � , ,. � . . — . � . 1 9 .. /_\ .. 1. . �. � .. .. 11 1. 1 99 �� 99 .. I . � 999 19 ... 11 �. � 9 , I 11 I � . V 9 - — 1 � I I I . -9 1 . .. 1 9 9 � . . I I . � I . 9 � . � . 5 5/8" I 1 . :6 I it, 9 . . � 9 9 : E�ostjre . . . . � . � I I 1 � i_� I . : , . . . LANDMARK 3q,� 4, 50, (AND AR) -VIDETRACK QB � . . . � (Steep�Slope)l . . . 9 � � . . � I . � . . . � ENj) OF THIS ACCEPTOCE I � . L - . . . . NOAN.o.-- 02-1219;iQ3 11 11 1 1. � I . .01/28/07 Expiration Date' : F N!": I 9 Approval Date: 03127103 , � . . . , Page 4 of 4. I ,. . . . rigm 1,5-,9,' fiolit5t,ifdosed-cW sak JeAr4k cj,h,prs,e 1.5 CF,RfALfN,",F,i1 SHINGLB APPJ.I�GATOR's niANUAL 10 . — -db- , iST,COURS1z HIP$ AND RIDGE$ 1. -The firefteour$eshillgles are- made, of full tatidMik shingtc�s with I I �. I . I , � 2,cli�.olf:th,e.b,oik,iilofilieta�.s(Ngu,�1.5-2,3)- , 2, age the 1,61-course strips with the left and lower edges Push SHADOW RIDOF ACCESSORY SHINGLES FOR HIPS A%D:RJDGFS ,,ith phe Suateremyrse. I Shudov, Ttjdge accessory Shingles have. wi accented ShAdOw tifie. that are 2ND T)BAOU611 51B COWSES', , _�� __ __ __ d,signe(I to, I,t use& wlth untinated, shingars (o cap kip.s and lidges. _�_,___ - CAVTION�j p4ort to lotlbw InsLrIjCtoTr34tp5 1-5 D,610w will bring faster to apply1haii entung W114ength '19005at the .'Ab CnIons and I a jjtmmjngthe� dsofacq (atot2(of.eig�i.l(nif(�.,ciit.�'), shrilly fold joinistooid qetogetho4li�inly,�.als".Iln44tap�Yt.o. tterns' -!I a I 9 1 .. ..._ ------- __---_______.___ atong the pro,cul,imes and detach Individual coppicem Save val able 1. Qt 71: off the left end of the first shingle and save Its piece for Installation tilifte. later. use, App* h e 29" Longpieccovef milabovellie f�st-coursc shacow Ridge accessory shingle$ are available in English 2nd shingle, F,or:firig And, all guitteeding col-esi align the:tOpOge Nlet0c dimeak)m A wide Army Of colors are'"able to offbe _sbjngis 0 be applied with the bottow edge of old sbingles collipienient the main roof rotor$. in tile litat CQ(trse. Exposure 9flint Course only js Ted-Oced I I . . . , " � -, , " , I \\ N �M�i I , , , \ to 5' 6WI 15�13)- NO 0 , . mm , Iffln .). W 14' pff 1he.firsi,sitingle of the third coursemid save.t[As for � . Isfer.,fristailthe 22' torig piece. Over and above the, second� i Course shingle. P,%§_"_!'�,!.� �_ rigwe 15,44, She", RN,ge,kove,isofy sh *4;s &WO wm?'�,IhW . � �; App4 , , the previcitsly removed IT, longlitirce oft and Acive ths� uoev-p I kee mits k, make 72 Wiv(dnial cap pWe5 divii'mirse shIngte. . /i, 4iIJ17 the preylo,uslyTeeived 7 long piece ,hom the second There we 24 three-piece units in each Shadc-0 Ridge bundle, course over And above the. lacrIb-coursis shingte, providing -,2 Individual czps that wiLl covey 30 linear feet (3-,_4 linear �. Inst-,all a hill shingle again st the light edge of each shingle in feet, l,kitric), Of I a hip or ridge. Each, English dimension Cap Piece Is I 1 . i2' by 12' (11ifetric caps are, 13A' by,94') ana.firstarps clipped c � � bjn�i ibro h five, Rpm raher thet covrse,on shingles �I, � , 011xses: I 'log I A � I lie corners on the bottom 6* of tie exposed Portion. only I o" wide. I I CONTINUING UP US ROOP APPLICATION IS -AS VOlLOV'S: 1. Be hitting agalilty,dh a full sbijjgj�,yepsaL.fte fft4coorise pattern 1, Apply shingles up to the hip or rtdga on both sides, then triai 91 e, d3 lip Ili 146:ake. Hits - � � 2, 1111,in colirses acrOsS the roof in a stepped diagonal fait'i'll llst4 NOTE: Thelust (loruseof shjagtes�shoudd haveaft exposure of full sbj gles (pig, in .4ra 45_13,), Do not run courses straight across, 5" or les5wheft tile shingIft cap Or ridge yeu� is fastened in idace, BWORTANT Do Paitaligni joint$ of shillglfi& Q'OS(x Man 5 I/1' fro in 0tj;erjj�s,, a�pot,jjfiaj ,dtg,r kok could occjjr at .%posed shingle on e anaffid. Pud joints. � The figures used III this, sec-tion 111histrale air, application of . ar.cessoyy sfihiglesoveva ridge vent,, application directly to the , ___..0kb__,_ roof is very similar . I . . I ONE ROOF-OVfR METHOD FOR METRIC DIMENSION. AND ',?�",) --� ,eAplll 01.r , LANDMARK TI SHINGLES r ,-- MIX � StafterShing'e - ___ - '"Illp- ------------- I , . . . I 11 of �heseshiugle5 Are f�R�011", The sa= fae thod ii8ed for clepi-rieck applicattio . I � $tarte, Shmgl� . used frr,rod- I I I - I - I I I � . ingles Mter English dinner- I i 7 � V - sioa shinglei isnolrecorialanded � dues, ft� 'Ile high cost Of IVOTItivitil ,vi(I 'o),�,\ - shily and greater risk oil woriotr erior. I - ____ � - __ _ � . - .. "I �� I _1� RL- 1.5 75� Apgy 9fta 43A shin,qfe Oln' ff6`1ar;e"J)JW-4� . fit�p ,pflk � . , Aebo#=andsW-edgqofftskw1A.r .1 '5,%, for Ketrie. C.ER,rAIXTSFD 61JINOIE Ap.pf.41CAT0.9�.8 ,MVN'.UA,L Ckii#0' 15 155 - _11____ _1.1.____ ... I - - - _ I 1 -do- - --------- - _,___,_,_____ STEEP SLOPE ---.-.----------.---...------------ FASTENING ___ ,"V,._______ Use six 11adsmittimar 8prrtsOfaIpkAIbr.00ffRg cenitimlor every IQ . .1 . . . kadnalied � s , hing(e. seebelow. . ( . Mp I � 14tooffing-ceirient shoillarneet I . . I . . ASTAID45136 Type 11) I 11 shifloic, r---::::::,: 5; ;;; ;;;::::::;;; - I I I Hoct :i li I I I . ENOLIS11 DIMENSIONS � Dea i , .1 : . ,� 131"' , tl �� . ., � al V2,— I Proper Ofooko Undet- 0%el - CM . I 'M 111111) � �e2 i �345 m,7i) 101011 Killing orven Driven - 0 1/?.1L_-_q , , � ! I _ (20. ilim) �yoffe�l5�",.Pmk.�"l'?4#4,fopso�;iot�?g. - '266-timi 1' i SNImil I I , 1" , I lifFORTANT' Por decks VV (19 Min) thick Or thicker, Rails must 90 1�- ( ,25 fol.) ! -1 . I . 1 � �::: - I 11 �25� frin)- --I - - �i - _. �_ .. - � - rieaAV4, (1�)a1rij) Into daideck. on thinner decks, inuils, mustgo - 1.11, . .1 . I I least 1/� (3,2 mm) through the deck., V- .. 11 11 I ,li Nafe,must be I I - or 12 -gauge. roofing flatis, corrosion -resistant, (611)m) .- -1 - - . . 11 ....- . ,,r ,Ithqtfe&stve"(9.5mZ)4c�ads,ar,datim�l;- �45mm)lcag- I omfifig"06memet ; : � 1 I2`_ aird-filu it TL requIrasnaits at least 10V long. . � .,: ��12" �- 1 o (I - � (305, li, In). 1 (305 rilm) OWANDSTANDARDSLOPE � � . �. Apply I" (25 ant) Spots of asphaltrGiolirg.va.,arli urder sich rornoond k about 12`�ao.� mni) in It) T., wliedge, I NGLISH DIMENSIONS METRIC DIMENSIONS, . � I � AITRIC DIMENSIONS 13I)e 1310, 1311c, 1 -(324mrr.-),-_1--,(334 miri)--�-(334 mm) - -i I I 101mlt " (25.Mmi-1 - �(25 rim) . . 4 �_i "" � - -1 11 - - - =11 'pin, I � - 6i 4 � I . . . ANDMARK TEDIMENVORS I �112'1 1? 131jeL 1 (342 iem)-j4-(3',40 rrnm)--*-i-(343 MCI) , , _ i _11L(�5.anm) I 11 11" (25 nim) --_� � i ; . � I � � I I I � 115110 i , F71�11 = � � 571, , ; i /-,;. ?, 5 1 mgwe'r5,3 1'7sefimo. nio'Vor ebeit,fiia Aftiie As H Aptil y 1 " (�'S rNjsputs of asphalt Whir, MwItluldef �,act,cor.�r,ra,R(Iat�DoutiL,".(ao.5 mm) i6frome,aohodge, LANDMARK TL DIMENSIONS H Ai)Diyl"(��mm).spr,t�oia$PhaftyLoo�ir,g,�efr�p,n��nd�f sachoor�er�.Y.6�tabL�utiati�"(��omm):i�ii,,t)tii6AOfted�,,e. ' L L L I Rgt4rel5�4;:4rs.-silvpalso�owspokof . . "$Pha4,�ooji�,gMffe,#giiLShWPS/Va,. . I I 4GAI-"I'ION-,t'�Kce,�61vell��ofr,00[tBgOO*tcaRc,;Iuseshic�gle-s to blistm ut ____1_________________ ___ .11 -1�r"..-�-�-.-..--.1�'�----,.---,-I � _ . . I ___ - __ � _____ ______ ------------ Helle's a TO'. - ,,R1)0FW6 1-690AWNAND SVf*XVMJ6,0- $1W 490 0y'&qfdqs, silbe.,fide blaining,ft iffstrillers, jeead aloud,and asi# Oi.1,V&v,w,wS8 or �ewlr dap�pii fA jtie Atastu Shifigie4jAcrawl"�s manual 1104 V�&40& Time qpalst litak vwhOs I . . q 76i -bu� ,fftbo, bfpay56ff��Tb43'ikTfM'�his�ipgo,�bai0�dRi,wei0ofFt*tt� �h,piiinvvlvagla) I I � � - ... 1 ..... � ... 11- ----- __1.1_1_ -.1.1 ----- � ..... __ - ------- 11111 ----- �-�-�-�-���.�.-�.-�-,.-----.,�.-II ------------ �--�.�."-,--,.",Iilli�-...�,�..� -------- -- ............ ---- �� I 1 ...... �� --- __.__._.1 ... :_.�._-, , . _� _�� - ___ ... W____.� . , ., . . ONE CLEAW0,(K APPLICATION METHOD . I �... I , � 'TARTRR COME- Is 'in - - Use C -cal(lii`%�V)Orases� ftilthreetvibself ,1, 3ermtaTeedt pre I FOR ENOUSH.,�DI'M_015,16m SHINGLES. . �� ,, - .. 1, .1 . "Affilphirg,jes as die. stater s I hing . es, aler xiemovingthe lower 5' _____ _.______ 11 , .. I 1) ub por.tionst 6Ft- 14-0 - hVE-(OU11tSf . , ,?6" (915 Min) DIAGONAL METHOD __ �, - - � - � ----- I- - _____ __ .rull tengt1i I [ISEVENS AND FOURTHNSI). I I PWARING TM DECILI: Siaitw %iingle i L. 7;�IQ n1m) Fj *. Roo, deck inust be a0ea61,4' (95 mm) thickAPA-approved - - - - - - - - - - - - - - , . I PlYwor,d, or at least Tj.' oj:mirn) thick APA-Apptoved aon-veneer. , I . - --,I--, _ -_ -t - - i , 'aratleastnuminal r (�� mro) ihick vooddeck, not more than 8 � , 0 V e� , 1� 8 S 8 �(O r I i O in s i , "I ! 6' �150 =0 wide. . _ - - -.-,I - - - - - - - I - - - - - J ,+: Apply imilpria�jinigni, as required, Cerfaiti,Taedsuggests it I iat a I 11i'y wre,64- JK;ike "W�v),,q)ftks t� eani)vmg 06 kwor 5" W . . layrit, ofsf4ngje,uaderIAya�t,b, .ohed. ro, Ili, iterating, . I �Fjyfatardurivvflnkleil, mndcuujtAenfJ.sSeriffAyrePjv�cf A the irrst sutiey. -.ui 7' frouror� Si& of �he start�.T Ibinges, 2� For , I * Soap horizonnil and visilital �,:Iialklhnes to asswe shingles will 5. Apply, Eoc� 291fie,�e 1. the 19 �._ iel corner of tile Toou Make safe there I, W overhanging the T,Akes And emes if drip edge is being be corfEctlyalIgnisdi. 0,7c,seallshingles 5" 0 �5 rim) - used, if you are notosing drip edge., make the overhang; N". ,J� L'se hnfI:36�:1oagi::7` wide start, ist shing,es for the rellof Ile pdax�e- IST COURSE: APPIVa fill[ Shingle At the lom lefttOTAft of the /5,���_(_"*_____,-. - Toof Make 4he lower a dge a-, id: left edge Ile Rush with III e ei�ges of die starter course (t1gUfv 15-7), ft=15-5. Sk,,ja,d slope t=&YAqww� I and stanoi,,44.p edge deitnR gvm!5�7.,�PVYS);,, 0PAW5.cowse.5 0ko,1i4P4e,Td . Sk" I 0&,pj,, g CERTAINTEED SSINiGIL kPPLICAT, I OR I S BiAlim, CliR_T.AjN'T,jX,B, S'JJI_NGLR�APPL�ICATOVS MANUAL Chap& ;5 149 , I , � - . 2ND' TIMOUGH 57H. COURSM 4, U,isfull kingth4ater shingles for the rest of the coul!S� — I I I _1106,i. . oflt: ROOF-OV11 METHOD FOR I elom—'VI � . CHIMNEY FLASHING — ENGUSIVI)IMENSION. SHINGLES _01i �WNI Failure 1. bellowillArtirtiO. �teps 1-5 h ,.bring IST COME: Apply a fall shilugeat the JoiVer left corn8lPf the .--------W-- I ioints too close together And may cause anattractrOO Patterns[ roof. M,akc the Ioifv:r:edg62uiA 16 adga lie Nsh viRh theedgesof,flic Melat Slep flashurg _., _� . starw coum fp,pra 15-10)� � � I PREPARING THE, ROOF � 1. cut7l off the left end of the ffyst shin* and saIe this piece for later . __c_�, , - SURFACE FOR REROORNG , � , � use, Appj� tho,29, Imigplece over and Above the fuskmnrse� shingle, _100 - -,\ I '�_"��,�'* 7. , 2"(66 alln) _J&71 t ,�,-,�,� , (180 leavethe bottom 5' tahPortion oftbefirs course shin& e#bsed - - . I \ . +�Maks the sutt�,�,3fllleoidroof.n.smo6th.asp.o.ssible.byxeg4&9 t, If . � , ,\ mini,wa, inissiag shioglim Split and nali flat all brickledi raised cal ., 1011W. . X , �� )s ad - . . (Figuve t5�7)_ I , � . _A__4 "I "\ I . � carling stflugles. . I , I , , 2. Cut 14" oilthe, firstshmigle, of tile third course and,save. this for Inter.. I I ____ \ \ - � 3�'(Mir..".3) +Irs a good id�ro.rut old sningles bacAr shkitherake Install tfie.V lorjgpiea�. over -arid above ftie �econd�cmirwsh _ . , \ �\�'. \ Minimum And eaves. I . 11 , , \� \\\ � 3, Apply the previously removed 14' long piece over and above the ,\\ I __ xm . VIP \\ _ �'-, -, NW* 45-111. 'ApfiW* "Wnwi A#e8$1`tvM + Wesuggestfliatyryin oly ccij�us�oh-Tesrmat drtp edge dong lie thtra-couTse. sfilagie. X 11 � 1`1\ rmIces &Rd caves,�ccvermtg the edges offho old�shiny)es, Thavdit .0111 � � 4. AppiTthe previously removed 7' long piece from thesecorld �,O - .) -- -, \, '\. -W ,�, ", � �,\ " I __,�-:��:- ""'s -,� I , \ T __On�' Ctivi 71A, or more for metrir'dinnerston and provide a ulifforninAird straight edge thu'vIlIkeIT) prevent =ier __ \1 __ �', \ .. from seeping under the A liltgle�edgirs, coutmF OW and above. the forirlh�cmrrse shingle. � .11101� � . " \ bmftark TL shbgl�es � .1 1 5, Install afull. shingleagainst,the fight edge ofeachshmg),elo � Fold,- — INESTING" COMFifliEDWTIN IRE FIVE-(OURISIE I .. folirses one th rough five. I wuni,o.-_ /\ I DIA604AL MUH66 MV* AND . FOURT . EEN � R-) . . over 50 finsilhiii I NOTT: Nesting is preferred over "Ilkidginig" methods Mien reroofing CONTINUING UP =- HOOT, :1 I 1. Belilardrig again with a fail sh[ngle,.Tepeat tile five -coarse pattern . � ��__ because nesting stads water best and looks better Ne fiag,',Is� � I I uptheleftnak (+N6W,015-8'0,1,k). .... I - 1*�_ , desuibed tindow, isu easy applilcaft0a,ovez $T*ezad) asphalt strip: � �iF__N,"� - . 4ijitg!e,,)vitbk,FeW)sqre.ifyoiI arecoverifigadiffe-eirttypor 1 2. Pill-iii courses across the roof in a stepped diagonal fashion using W, ,,�s I " . .. � _ I - . I I � I .p .. ;�_�, �� , ,. ? I ,� si2e,,ittiTtoe.,yoii.ma,tnee([+.io cutback thetalssso OW aesdil fail shingle$ (Fipilq 15-8 -seeA (44,13). Doifti(AT113) touses� � -W '� I . , �,X-�,� . fasliin p Of all old shnigles, I , t" 'I : I po��slble, To do this, simply cit t off the Rod* ed, , I m�'..t, I � . I Y. � .1 shaightacrow FiWL, 15- Itr, A,P,P1y*j: kqffi� � 5 c 0 — vfAfelfr ic div-9 iO I a I'll . . . "'.f � , Flashing when they are lappew&fm than 2 Vi' by the net Shingles. Thispeyrnits: I � :.., � IMPORTAND Do not align joints Of Sllhlgl�es closer th" 516�! from Xoj�a. ThgLqi,JV , -. , i 1, 1; I .. To Roo( I ,jph y% djftg,%&On�,d&� (�so mskiotfoirs bskw) � I'll 4 ,� �., . . ! - , , , , a &I Rrs(ed applicaaeft:11rat avolas lifted edges and sJuraps. ,/ I � , , , - one another C0.11m8ti ( I . , I � / �, �. -_ - -1 , I'lasiliN /� I / 1, I - , - I 1. ... � � I -A- I �... I I I 1. / *.1 " I . �/�- -` - -, - � , , I , , -�- 2ND ='OUGH 511ii"COURSA: I i /_ ,7,_ .- / . I �1_ .. 11 I '� , ... I I- oN, 'y,._ " ONE (LEAN -DECK APPLICATION: METHOD CAUTIONI Failure to fdb* illstrAilti011 steps 1:5 bolbWlvill brin8 I -- I / / 1 - _1 - , - . . .1 , _ � 1--, ;� . I I ., � - " - FOR MITRI( DIMENSION (13'/." X 341/4") join is Ioo,,rlose, together: and may cause anattractweapatternsf I'll , . I . 11 -- ez� 1 4 ,�/__111 I "I'll 11 I'll . I'll � , "I ARD LANDMARK TL 03'A" X 40") — I I I - � I X� , " �1 - SHINGLES 1. Cut,5:5,V off the leflead of diefirstshingle:and save,, thisvincefor . . � I I I S,,r,.1- - - Z I _. , . __ laltefjise'Appjythe.3�14� (��4V I . . / I � V, - - - , - __ ____ __ ___ �__11011111____ - ________ .1 , s-. Jor Landmark 11) imag %ece:Over � , . I � -�-� 1- I � I and . ahwe llletrst�courss thfugleo leave tfie: bottom 5 W OpOrtion ,jz �, , ,5,1 _�� 1. - .� , ,.�� ;� . I � . � . , . - . ", , FIVE-COLIRSE DIAGONAt METHOD (SVV AND 11WI offtflrs,Woume shing, ft,030d (FiPM 15�10)- 1 - 11 . 107'i,, " � I � 1 2. Cut lVe oft the fifstshingia ofthe tl)jrd course and we this for, , �;,q . I - / FRVARD(6 �17" DEICX- . lqtu. hlsital[ihe,,�7, w (z��4� for limidmark n� lorigpiece oTer . . � � 11,� � ,,,,,,�, , , �_ + Roof deick must be -aHeast Vi' (9,5 m1a) thick Ali& approved I , I '.. . - .. . I I 1 14 ; - andAbove the Woad�cqitrse Shingle. I'll, - - .1 � I _��_ , I , � I I, , / plywood, or atleast �Vis' (I I min) thizIr APA-approved A094611cer, . . I � - I : ,,, oratloastrionlinall'(25 mm' ) thickivood deck, uOt More than 3! Apply 06 Previously removed Ilil, long:piecc oyer.aml above the . . . � � ,� , �, . - thirdiebiltS6 e., . 11 . 14: : I .. �Iz - _,_ 6'k (150 Mai) wide, -, - -1 - + Applyrniderlaymentas reqViTed. Cdtalnite,� suggests thAtAISTOT 4. Apply the. previoaely�erdovad 5 5,V 16 pi6ce1omthesumid .. � R,LwJ5-13�Yfv�(b%ffxDWpW,&sL-d- I 9tshugleiinderlaymen�be,yplled.l,orLTt&,-rabg.,�uji4erlay- coars. ova Rod above,the Imorth-tolurse shingle. �� VicAMR COURSE.- mefins)perAjIyTeqoired� Applyful and unweinkled.. 5. histellafallsifinoe against thtisight edge of each shineeln I . . + Anap chamne$ to assirie, shingles vvill be correctly allped. coargesoneth,tou five 1. Remove ib- ubs eatijbia.fop 2, froatsuadard seLf-seding . � . . , .. � 91 � � � - by.36� sit. . shingte,5, leaving 5 ljr�- SApose all shingles 5*� (A3 rom)� CONTINUING UIP 111E AOOF.i� . . ,piece 1. 134raiiriga - _ gwirmith d$all shingle, repeat the Eve�tcrm pailar. 2, Wt 7' off the lenA of thi,l OtStAXIp, apply the 2�' fertnIming. STARWR COME; up the, leff rak. over the old k4 - cour5e 'a ft iow;i left corner, citil0rhangtog Me � 1. Use C4tu[Wfeed pie-clit (lon X Wle) starters Or Metric fte,ral, 2, Fiji -lit c�oiirseg.ACOSS 16�foof In a sl . epped diagoaal fathioh dsing: "I I.. - .. � I I 1. I ... 1 I takes andeaves �5.*_,'Fdrlpedge is asedix %R ifno drip edgels , � � self -seating shingle$ is die statter shingles, After Tem,011119 I the I . au 11 �� . � .. 11 �� .. . � � � used (Ni.89m 15�-13), lo . weriabporticas oratEnglish dimension tinris tie I be 19 provide fall s,Idagjf�_D.o 11(nt run courgs straight � 'ross, Ft- 15-1,il: ga*lhn --o-do4im*-: , . � s utter Shingles that are 7y' it, heighL .a_ IWORTAM De,potaligh joidfs� 61 sbiagle��.doser thoif:316' from .. Continue with R1114eagth starter alanglQA'Aimag the cay,65 2. For the first starter, cut , 55le from One side of thostailtd ehingliss. on"blolher, , � . (Fisvis, 15�43); � milligpicee to the lower left Corliff 011110 roof. ,. _Aliply.1be rem Makesurethere is'le overhaulgingtherakes andeavesifilTip edge it being Used. if rob we 'lot using driR ed8P,,aIAk8 Ibe over, harg'74�1_ PEHT&INTEED SHINGLE APP111CATOVS. MIANUAL 04,0qt 1� 1% 152 cpapfar 15 (',ERT,�rrvvyllio Su:fNGf,1i kFpLf,�&Tofeg MANou FJCWRE� 1, PL-Ae"INCit INSTALLATIOt4 .--��,-�-",--,—,----,--,-,-�-�-�--�------,— , . 4, , .1 ... i�.%j�,!.i-jj,�;�--. -� -W�� ?-r-i:4, ",-/ " �� 1. _.� ;;.'�, ...... �� �, . . _� I ,��:..:,:, �:. ... , . . I � .� g� Install caps beginning at the boao in of a hip or at either end of a ,�., I � il�� -,:;� � W;� ":: ridge: Apply,amotet piecg tbatha6 the bottom 5-rour d I 006rnrl) �_l I \ _111.�.i:i�`,:;i�zi, .. .�j 1.::._,; ,11- I , eve I , . - . : �. ..: . I I ___ r� ,, Lavin 1,10tol, .. - �i,�!�!��!� i,iijj �: * �: �-d . . . - I _:::v:._.. ,_ 1. .� I.. . . . I . .. I - � �.. �! � . -1 &xv' A - qjjgn 1,5-1.5). Fasten the scatter with tivo nails located about I 1 .:, . I I'll I . A"I.il --�iAMI 111i��.� ��, �, � �. I . -Z�,�Zi. . - - "". "' I 1. . : si,--wc, �ox� � ,i? �i lj-:Iz;;� �i � Z-11�,��_ \ e�, 4,_ 3,, from the nke edge, and 11 in from each shleedge, Make sure 41 I . � : . - ; �......, .1 - _ I., - / I . - * ; I I _,"..',:�': , . � , .��. ,�. , I. �--_I, �.. ,i�-,i. ,� fasLmiersiisled,16.2pplyr,aps penetrate atlessti�Vhito Of. through _� /i�� I '� ��-- -�'*- .��`��:,:% , � _ �, I / I I I � . , I � , . " __ . , � " t I W, , � , '. . -- / ,�� % .\ the -decking, . { 11 I '.. " ��r � _.___ f i. ,,,7,��_ . j I �1;zll�. I , � I I : 1 _�----, I / i 4g . ..... :, _ ... . , . ) I I , , s, I . �� . .. I I I Non -to assl:,��tin.proper&pment)yheitrlcl,g�i,entisiiotused�. ep 0 O I , . ti,t�-- �::�:4__ .\ - I I .", I - �� . I I ,;,::,:,; - , . I I I _c�- 'T Map A chalk Jine parAlel to Ili e, hip or ridge, Along tbe:lhie. Vhicre� . 1. .. I . , I I - zlt�.��i�::��,�:l 'N 1, I , J��___ -�. A, I . . I . 11 ,:z�,�:�i.��.11 -, . the sideedgesoffliecap sbinges should bo 1 I I __ I �, . ,.��.".�.4 I � I . . . . . . � ., � ,� �i,--� � $1 ,�_.�._ �_�,� , .,. . .� 4: . ..... , , , __ , . , , 3. Apply,a fdlt cap shingle over tile. $fwner (rig&�o 15�,15),,.'mrl place I . 9 I . I . X, 11:� � 1`1 - _. , , - :l��) ,--, . , �. ,z,,�*,., fasteners at,5W (61,4' for raetric) up from the exposed bottom , :� I I— ,: not be exposed OTC the I 1. � X_W1i4:_1 I ",. li� - V, .., .1, - a,"n, I edge. and I' in fromeach side, Nails. must . I I I �..44:;; - .11. , I I � .. .., I . , I ftnisliedroof, All nail heads, must be driven straight andamst not .1 �� , � "'� I �� � - ::: 11 .. I �,: :, '. ., I , ,�� , . the shlngle�slrlface, I '_�, 11, I "... .�,, � . , , . ; - (Ili Into �� __-Ic ',,&�, . :� , ., ", : " `�� ,,,��,,�:; . .. .,�,,.. , - -- . , � - ., . . M�a., _ - , pi;wlsi.5�1,1 uselaiii4gnilikI.I�0 eerifWsb0;811_�,W,b0$, and ; , ,,, � _ ..... ��1111.., ;-. � , to) M0 .�� 11.1. ,(1�6r, I fqGURE 2- WALL,4*054 i , �,-. - , � t,o, . ltt&,�wdwiocatefhBvoti.ecto�pxwr� 1_111.. ---- -- 1-�,1-1�,��.,�.11��.,---�ll.l..��,-,--.- ! �1.111KMI.M -1 -, ... I - 11 . i_,�,'. -11 - 1, ..... . � , ,zM, - � I :ffi, , .� 1. 1_�11 .1.1 I`Z_ -, 1. W - .1,1��.,�, . , ,. . . .. � zm- .. r�� -,-. _",� 1, . I I IWWI'Ik��",� -, � ��I�,:�".L � I . . �� I CONIOURPIDGE' * .�,."� P.�..�:�.��.� " _.. , ��:�� -, .- zll - " - �. . 9 I I : "', .�� �_�-�,i'..�,_;.�;; _1, �. �',::: .� - � ,�, 11 . � V I "' , , , '.., -_�t�:�'. `.`�, . I , _,. �. , . � � I - - __ '.. ... __ . � - ,I— d.,, . 2 1 I . 11 � ��e, . I I � I ,,, � 1 �_4,1� 1 - , :� - , - �%l','. ,'-:',��. �� �,,,�.�,`?-z, _. � �� � "".1 1�_`��5.1_._ .-.,. ", I .. I :�;-� :�",':..... ,..�... .. ��, .,:�. ��, -� � 4". � : - �' , ,., __ —,! � - i � � . - �, 1- . &:��.� ., ,. , "�rj . �,. , , � .._ .._-_ 11-1.1 .1 , - ��' I I . .._ 11:� �:_ � .�,�', -4,� � 1: -4- 1 1 ! .4 '. ., � � .., ,�, .,z�, I , . - , :_ . �. , � � �a . -, - � - . I �: . I � . , "'. ...�,��- . , � :. �, � ��: - � -1, ,, . , " , _141k , I 1.� �1 ,,, � ,1 ..� � ,., .,.. FjgwA, ,t6.,Irdt,la.capshi,7ghs,atM&ircoffeeig�"re i, I ,",",%� .�..".;. ". ,. .15� mp� J:� I * I ; � -, � "., - �, __,_,� � andM)6r4af4staWM �.A,�.',O ��' � , � , - " ,�:'��:_ �".� 1- I,, : ;. � 1.�sfl � . �, I . �: � !".. i- i . " I.. � I 1.� .. .. - 11 � I w . NOTM_Racfi caphas alayingalignmemL notilli.at the asp:edge to ��: ,I "", I.. . �.,�, �� , .. , . J_ j � ��,� " center the piece on the ridge line, and two notches 01). each Side - : � X Fadle� 'A eO.We -i,I) I 1. , 11, *11 , . , 1. . " � �.".�C',�.'..% o indicate die cottec!I expo . sure and shadow -line plaireatent I . . .1 . . — _�� � '.... . . .1 11 . 11 Ffgwai5�j9.-Viereamgoca,p-oif,ngksp�t,��undloof,Con�oiwkke�that . . I I.., ... 11 e, , :., . (F)�rwv�547)� The sidenoLchiesofffi,s cap being appliedshauld - -., ;'-:, I I .. !'..�,,�:��-',-'-.!���-.r"""�-,,. . � ec,=�2'1m�figtqykp oryidp di� an's,z,tosm-e. .� � � � be alloAd,kth die,top edge of the,previonsly applied cay. . 1, , . ,, . _ *Q I . 2'..0' "-N , , _1 " , " �v ,,, " S� "'?, APPLICATION: IS.A5 FOLLOWS- I -1 I �. .5%, for metric, , � � I 1�;:!t -,:-',.� I �� ..,:.f , .,,�� - 11 D, , �? % 1-Jiletall-th0ililst6v al -dui -eaves for hip$ and opposite the.pxevalling �, >�Z. ',�, I " - �. i , Kit wind for ridges, Fasten Witrolle aill applied -on each.side of the cap 11 __,�� - I I :11-1.11.1 �zk_ . ,1� � . skhr;1jaW- baoitfrom�exposad endand:11 up froar the fower edge. I . ."4 � . �X, �� ... I �.,� UX. ," " ,..�.M.�9'.��'. :,._��_,. 7. � , ��,�, � - q 1.1,1... I ,: � , . I., . .: ` 1�, ��:..i. - . XX�1`�,�'k -� �. I �"I�k � �.R��*,`�'�,, , I ', 'K�,g�-, I I— � oft cap shingle so the folded front edge ebyets, tlj,� `.V.��.�.,M�',. I z � Apply pis a . 1111111�1.1'. 111.� ci. I .. :�: .: 1. � , , . ... .�, , � . . �__ ,X�110 ____� Fx ,�" ! I s�ahml�akipe�rraniharg fit an fi't-,Vesnre, Faidail v40 cme,nail 11,�� :: �11.1�. � � ; � 1, I t2 , � : - I ,� "� _ tf ,... - ;,W�s 7 02!17.) I" . qphedmireghAide of tur�6ap shin , .*d �, L I - - ___.� ___, � .N.* I 1. I it � 8,1e b ac it kt. al M I'll, . I, 1. i- � --- I,--- , _11=11 i�l . � 11 z t�; $ - 11 I t ehdalvdl'.upfi�orn thil6weredge. : I ,�_ �� - - I : , I I !I I I ; I —, _N .. I I � -101�- ! I � I ,A,-" ; �i`" � ,�,�i, �t I � � . �,;,r i "' � I . � - .. I . � . I I I � ., -1 I '. - __T V - � .. I = � I iY 11 11 .__� I . , 1-1; X",� .?,i�) I . 11 � F��: NSTAI��JON - i ,,,,, :�t=,� 1 , - . 11 �.O.WiM,15 J,Z� I 1-1-11111-1111- _,____,_____,__,___. .,.,,-,-. . 'n, " '' , � _1_ , 1 - \__ � I I I Wme wi:w '10�, -Vms�ncw�,-WA,LL 1. - ` D-155-11-arz-4-t 4.1. ,L I . --i . .. i — . 1- EnQ,Ihh DIM100 M-16, Mmmw I . 11 . I I � , I , - __ . � - K =_ -_ : .. � - I � j�.��F — 99=9,1547? gwh�vha&n,Bfdgosijil;916blwsg,�Imtoft,nd�eboid ... I =_ , -,� I - � . I - �,E, I .1 I - - _ I -- - , . -1 - twci st4e.orniont no;ebp, to help ens.f4prcPefPk0nvn,I, VT A e — , "I . I:: — .. � I I I , " " -19, I I I XP -, � 3-- � � - = , , 'n.�.,: � I.., , \ .. .1 ..... ,� . . . . . . . . : � �;;; I ;.. � 11 11 nk 13 -zl 79W -q;WPoe and 9;fck- of,(,,0?fj�WP -haftepw .. -,� 11 I � . 11 li I . ..... - - . :z", . .� I ...... �N, .1 , ge ewfi&es4ndsatin thstaffatton rpxe� ,� - ,. I I . , ,:, I , : �!i �. � k I 11 I . � I IJ I ._�-, . I . - - I 1 � I I 1, �- cbrithir'le in thae*oe faskin using die sealailt siripe�a A gaqe to: . I ." '. W.LM A��2�=�Alt- - I e . .... _� hnst&cap Shingles at an 9, exposure, 11 - I ... � � I; ;'�: I � z !LWk � � : q,Dff_A&§ NOTD.1 All filst8f&S laild gerietVatte At least 3/4' into ificloof dAck;)f i ik� .. � i z f 1. I I completely *ou.o. Xote� INA I �, I I ==A " , ng� 1'_g I vii w'"'.Q. - 27- - Fia"HINO DUAIL AT CRICKETKNEEWAV, INTERSIRCT1014 154 *.Pit,y,(5 ckwrurftm). saIN�GLE: 'k,mi1r,"tToll�8 mAouiif �� . . - Iii Q) U) (2) :5i M 4) 4) _j LI_ < et, +a < U) 17=- 0 ZO p: - U) M Z = [- LIJ L_ LL W.— 0 LLI U < 0 2 5i Q (0J (Fnn 6, < M _j g Fn 0 Z:) 0 X I.- = 0 .�e (J) LL,Lj U-) 0 =) LL 0 1 LLI - I_ 6- - Lj.;it CL 2 R ,_ U) M o- (D 0 < 0 < 6 r 0 K z LU el� I-_ z 4) . LLI 0 X LL Uj —V 1L _j < Z = 0 U) 1-- :D =� Li 0 LLJ < 0 cr_ M < 0 LLJ R (n 0 4) Lli = �- < z z .0 C-) I-_ < C) �- 0 < 5 �- 5 LLJ - /---\U 0 0 CY = (1) LLJ < Z:5; 1, T -)R-- Cn 0 (n LIJ < , ,�, (1) LLJ LLI U) 2 = z 0 L) ... _1 M - LL C.3 z - LL 0 Li- >< LJJ I. < C) 0 �7_ M 0 0 < LLJ r- 0- L<L 0 (1) no- 1-- rj - Of 6 z 0 �< :D I _. CD C", (y) .�t LLI - - - � Z_ (') M 0 < LI- m C.) n- 1\ ; < __j (y) CY) Z:) LLJ :� LLJ 0 n< . - Ir LL N C,j = E3 F- --J . i cy < ZM_j . 0 - 6 0 Z) _j - 00 00 _j Uj * 00 00 C) < 0- I . (n CY < cli 11� _j a) - C/) a, _j ,,, LO 0 r- r- LLJ _J � k ;31--, 't a- 00 _j + (;)O- 0) < �t Zd- _j > < �� = r < 0 5. -:z L.j . . . LLJ C3 0 M z 00 F- - C,4 Z - U) 3: (V - 0) C.D z LLJ < W rj 46 0 (1) z 0 0 X C4 (0 (y) Ec E5 P: 0 0 T-i * Z C� z Lij Z < C-) (1) W -A I C) 0 0 LLI LO L.I. - 00 W < 2 :F I.- 00 F- if 1-- LL z I-_ Lij I (/) C) - I-_ _j :) ,-: < , LL LL IL r- 0 X UJ 0 M C) _j F N . - 0 0 Cj) E LO Z LLJ a_ _j 0 Lu Z E �t = 0 0 0 X LLJ 0 LLl 2! (1) Co Z 0 0 -0 z En < LLJ 7- CN M Z) 0 Lli P: z = V) U_ z 1-- F__ Z LLJ - _j (0 0 - ::) 0:� = (n < = 3: :2 - M LO 0 < �; I.L. ;;;, CO C) C.4 Z 0 0 < CL = Lij U) 0- 72 - W tD CN C,,,,I 0 = I- LL] _J I- fr 0 _J M _% 0 C: CY) , _j L) U) a < - LJ - < _j (0 14t < i- M LLJ o X 3: (1) Z X , LLI 1- -j r4 Of < ,_1 -> M LLJ Z) 0 < ::) �_ 0 0 I_- -A X 0 LLJ -I F-- j ui (6 r_� 1-- - M: 3�: 0 a- C14 Uj L) 0: C.) - -,-< C) C.) LL -1 ::) Cc - = Z) F- 0) L I- 0 = 2 = Z :D , .�t rr = 0 Z C) L: a Of (I 9 0 �I BL (:5 t� F- LO P 52 (1) L) ?: Fn (1_5 0 Ell Ld Cl) <0- am- lu--) LLL), Z 0 M ���*=-.,.g , ., 1� I 11 ls`.� �*., .� "'. � 1� �,**,',E�X 'K X,?��,:X,:�`*'." �x'.�� *Zi.'� �j �s,�,:.�V:W-., iX ,k�z�.:= (3 - i-�gg .. 'Rom ..."-."g, .g..'- .-� () i.g..".1, , � " _g , .� �,.,.�,�, ��-K�� Ew...,.-g�.a %D "'.. ", , "I �� I 1-�n,161.',"�,-`� .%:,�,,R ... 0 ...... ... .0,� 11.,.Z,�3"N", . ... , " �-, ,�11,��,K.! , 0.1�;-z� , - , zk::RN,k3- Q) . -;�. ,,�& - �%, ". L "��,�,�: �z �- ..".., ..g'�, , �, , . . � , .,�s,��, , , . �",`.*�* i�.R-x,x*" -0 � ... .:.. �*!�i; 0'.., 4— , : ! 0 ,Z.�.� . .. .... .".."", I -;111 ':�,.,- ";�,., gg,,,��g,gg :3 " " , .. .— -` I f d) .... - ..... 1, I .1 z % 0 , I 15 : , , I ... .. (3 -0 .t . , i" ��.,i — ,� a �� s" �1� d) — —1 - -1 ,�% ,�,:�M. — JU 0 1 ..." s;,� , �k,:KXR`I3 a i'..X`::'1,-.,19, > ,4 :;::::.?. 1,�,�� 'p.�,,.,-,.- ,,, — q) () C g- , - , - I_ %,D U) ,,,,�p, _ .4 -1 , ;3, L i�lls�,,.-5�, �, 1��V.;�.' k) M d, Ing -4 -C M %D .�11111'1.. "" , W V-�,� ..� g - __ -,§. (L -0 E T ��;".WIM�'- -1111 I , '), I " , - 0) � 1 -0 � s.Q..., ". 81 gnl--g 11 , I, IL Q) M 1111,111-1.11, .... .. ." �i---,,% . ..... ,]:i�.�� ... U , ill.�,-,.'�' .4 I .� I D -Q 0 �� �,-"s i-- - I. ..'.:31 , . Xll�,'.�11,"& _L ��.�gs,.& I F . �;.;%&'?',�., " & io',,,::M I 4 (10 �;Z,*,_,','� *%- -, . ..�, �g-..-,�. 4�_K... i__ . �,�.-`%*s-'.',,%, ...., �-,,`� *-M,� .M� �-.'�.;�.`?"� Ql 1::-1:-;11_1 I- 4,_.'a', - .1-11111 .... :kA,.* () 0, �`,""' -�'- W I. 111 11 111 I D) = z LU 0 I`_ co 1z z zW ra 4C -C ix LU U) 0 M 0 X Uj :3 ali- z 0 z Z Co W < ", Fn -j C5 2 Cn F: 0 Z 04 - �: - §ri I— _j W - rg 4 cc UJ 0 > 0 I.- = LL. ,X o LO) 0 LU W U) e 0 _j J LLI 9 0 X = 0 I-- * I- U) 0 LLJ 2 0 L) = �- LL Z ___ i- 0 — < z - z Lu LO �__ (1) > 10 z E 0 LU 0 U 0 -3. Z -D 0 z -L, LLJ I= o I - 0 F__ _T7 Cr _j CL- L: LL LU = -1 = ?: < 0 UJ UJ = ro = I-- F_ F- ` LLI — = 0 I- C) Z Z:) >_ 0 [I: >_ < i- 0 :E - 0- z 3: 0 rro Lij 15 2 0 LLJ 0- Z 0 0 T z = .r < CJ) P: 2 ZD SHEET NO. n = 0 0 S-10 Uj �i 0 = U) :D M 0 LAST PLOT DATE March 01, 2005 0 (N (C.)) �8 I ROOF DETAILS Zi fera lit+ simpson & USP Gros Over Chard with Florida Prefect Approval Numbers Simpson Product I4UiPiileC . Florida Protaut - RppPt7Va1. . Nttl'[?62C . ._ Product Description _. USP' Produce Number Fforida Product Approval Number Ft. 4?4 I Clnitnt nchdr Fit rt. . r L�;O ALttt44 FL474;. Ad't3stata� i'nst Bps _ �Atlak . *=tw d4 ce fii 1401 .. C ail Siva � "1"i RS3L r) . -L822 i,5 FL474 Hz+rPira Tia HrG fiL7�74 Hrrrlcarrlle c1'1G C> k25 fiL374 FI irlfianQTie H6 F Ct 2 FL I74 L474 I u nca ee Tie Hr Cs trier r late i:anr ectar UFTAOi. HHOR2 : 0 b 1�Q S 3S3 F 474 . Hoiddow t UPHQJ9 . FLs 17 HFTA16 F3 10G`I nibeEdc7ed dTruss Anchor HTA l5 F 8'. {i1-TALC FL'[f+01 �rr3k�iE.F,rusa .nc,lur iA20 {3,US210,2 1L474, lluk Hanoer T}-OH2'€0,2 ,L F'HEI>,4C FL'1901 lmkdczd .lTrlsss�ttchor }•�Si F? 0.3 Flea HTS1G F H 8 HeavYTrus`51rae .HI-VYIC FL820 ! }520: h.;S,E He-dW Tams Ira ; HTVY20: FLR20 }-#T71G... HLilre�nsion Tie... ... ...:... -.. i-tiT18 .. - FU52_` - H•r'l-2c 1-±Pri:e?i&ir.'n Tie .. ....... , kUS26 FL474 Heacn<.fnlsi ka;iger 3.1JS2G: FL5818 HUS28 R_47w Heap .i181 E a%ler:FL818 US410 F1,4M Joist t'`1an' cr I( 49i3 c? U8412 FL:474 Joist Hancter Ht?s412 G4J_ 1 USG4i0 I Fi.474 ..,..: Jois+, Hz i er _..._._ _ US FL474 .. .. {oist.Han r I; S' FLQ74 F 1-Jtis Iai icK i.f�it" _ •UT FL474 3_G-T2 1 t'i4 '3 Ltri k G'iRgt. l ieq ri i Ut„7T2. F:_bF: LS�U24,0-2 FL 474 5ia, ai3Je/5ke.va laHsn er CSSMo1 FL81i L�SU2it; FtSai4 Sic at";&lRkecar..?iEHsri r LSTA12 FL150 E Strap TR T�112 Ft ct i, LSTe�13 1901 S(ea T LSTA18 fiLL'h L TA30 FL1901 vlraltT LSTAX 81 1,3 LSTfi3a FL 1.f3t21 Stra Tte ! STAB -Lf313 LTS1:e 5.47t 1vr! t: Yt 5 tTAN2 F'?,o'(, LTS1S Ft,474' Tevistllraa L1:V10 ?=L8_0 _TS.1a FI-820 LTS20 FL474 Twist:Sfra> Liw?a FL820 CrT FL.174 teh.ioii,;e T,19; _ s.L82 LTT20B FL474 Tehsi;ir2ie LT520E " FLo__' L ts2h F 4?a J ytst 1 anc er JIJ, S2fi. -C821 LU5.414: PL.:1?<1 JaistH rn�er J0341A =i_821 �SHN9;5L"": ; I.88 FL5?F33sont P� am Hart'ter Uf :tom C11781,3 L^ .g Fix TA22 Fi E:i 1 : :.. .:... Empod led T rues �nctiar _ HT Q?4:1$ F Lc59 YCT Ft94«3 D1l4CIrU^;.y,rdc;rT€ ?:n t1 1tS1r1i1: FL1gt11 Gfra Tie WST24 , VL822 w@STGQ'_ F:LI90l, Str2 .Te.. raST216 FL33 22 9TR�S3& 4,TS1� f1:1S0i FL0,4 ..._ 3tr T°.f0rtlh. 1 _ T,a'isLStra' rtTYJ d C L«0 ,T1.315 Fi:474 TevistRtPa A9rVVr1 .. -1"20 ?c TS18 _ FL474 Tu,rr5t: h :t Iv9TVk18 FL82ii <r 2ci F'I>414 T ,s[: Iraq MiM ;I :,9TS3E FLA74 wet t > tgTPYaQ: FL820 Y 28E FL503 Tersror e £Jt1S2r't3 FL .... PR59 FL r4 Founaaiie 'qtra' TA51 '"LaiG Su5134k24r2 FL'1 a ... Stra Dr,ve ..,re 5: (14r,G tt2 FL14M- Stra . Dfivc Screw OS 114 6 FLUC3 SICr11tuj 1Crr,ra sc Civ SF 1 FL471 5£Ud Pta 2 Tir T22 fiLCi'17 c FI 474 Stud Flag Tie yam? 24. ;= L817 $4 FL474r '1ke Tie hYud r 2PT4 : FI ` :,1 Fd(4Sst IU24.L:1�1$;E� Pac n } f LaU 3 Hn Titeri. Ln, Titen Anchor ca"Wcg{rzca-) at 7R i N J Q F-LUw� CD— O w ¢o�z �V�/ t� �n Z m W XIS- =O i ® L (/) OZ)WC� � W U to O o M I, AM"I� t11A IMAD COLNTY, FLORIDA �-- � o w ¢ t I- N o z lr�k�lf*'(A L�Atl f.i r tiL .R13LIILTaitvG R(3()I+*6 AsS�,IV ny .A:PPRo AL O w 0 < o ai = w p BUILDING, C01W C'ONIPLuNCE. O1 t?wI ;; (11C CO) 1�ti)'4� EST FLNGLERSTUET, 8UY1T 1603 Cate.' Roofing z � w UJ z � � �- I'1 UflUC".T +( tJIVT"12OL.DIVYSIfiN tvtiA Z[;1 L0RIDA 3313(3 t5f�3 Sub -Cate n1 '. Rnpf e itilatS c W ¢ w ¢ o ■N in ¢ 005)_175-2907 FA (305).115-29Q3 Q~< NOTICEOFACCEFT1NCE (NOA) �I�terfass plastic, ooz za o F- Air Vent, Inc. 1V g_Lh_num Desl►gn Pressure Z�l A.. O a � m + M 3000 West. Counnerce.Street xrc'Classtpxcarian: 1�.r1A m O w CO m z o 0 ¢ w Q cn w Dallas; I X 75212 �N Q W ¢ o 0 0 o RRLABELED Y APPIC-* o = T?Z1I1L) �z O�� p This iti'f1A ;is being issued under the applicable males and regulations governingtlxe :ust?• of Construction materials. Feet Product LU won w Product iroduct. Dnnenstoees 5x�ecaf�catxQet Dwteerxtzttoa o z m 0 o 0 The docu rnentation submitted has been reviewed by tllo 13CC0 andaccepted by the Building Ccsde.assd Pr ¢ _ J ¢ 00 Review 3 ni e to be used Miami D' County a other area, where.allowed'b the Authority Navin � � J � J M IL 00 00 ew Cp1 u. tie sza. Iiarty . jade C o n y and . r y g - to a ¢ cn o ¢ £n Jut7scisctioq. (ATIi). Ventur.L'Veot 11us3`z See detail drawing 1'AS.100 Copolymer plastic low protile. attic ridge cn � � �� in 0 00 Ridge petit herein rent Bela: an integral end plug for > ¢ o + rn ¢ d This l .: ` C ` t r andlor installation imsh n le roof s sterns. ¢ o ¢ TIs1, NOA shall. net bc, valid after. the expiration date stated below. The 13C'GC) (fez 1�Lsasazi Dade . c)uu y} g y , . the AH7 (in areas other :than Miami .lade County) reserve the .ri.ght to have this product or 1nat( vial tested for us � unlit assurance uses. Lf tlai:s product or material fails to erfoa-ttt. in flee accepted rllatfrter, the aztantxfat hirer ,SUBMITTED:" = z N Z quality p la p P. EVIDENCE, ~ M s ea - rn will incur the expense of such testing and. tine ASH naay immediately .revoke, 'modify, or suspend„ he use i�f 'wash 0 (nw a m `'1 0 product or material. witzin their jurisdiction. HCCQ reserves the right, t revoke this acceptance'.if itis Test A enIicszt"cr_ gat .. M Z O_ o N tD to M o I- p o ri �* Z cv z deterazained by BCC�7 hat. this product or material f€dls to meet the requirements "of tli : appfi We b ildirg. code, � z ¢ 0 cn (D _J 0 0 0 Center for: Applied Engineering, Inc. TAS 1 w ¢ u o _ _ � LL H 000o H=- 07-07-00-dig 04/27/94- Z I- LL z �- r- � W = ¢ This product is approved as described herein, and has been designed to comply widi the, Florida Building Code., Wind Driven l2.ain - cn - a � - N including the High Verity Hurricane Zone, t z w CL o o u, LL p E ��_ w WocnE3cne-ozaw N 0 XUJ o0 DESCRIPTION: Air dents Venturi Plus PFIVI%1S�li'I,ICATit}NS: _ m m zo 0 o z Z n z cv t> . ^' lr :. LL z _7 F- W O LL LARELI Q:.Etch unit shall bear a • .n e an :: c a . r v cif state. and > o to r, lei a n permanent. label rvitla the eta uta tare 5 Haines t logo, y, to dots Catt:a min mtan .ls/ stye elan .tile apex ail the roof t1 rutting r on eachside cif o ¢ _ a_ a� r+ w _ ,.. � -t .�� P Y rs =wm m� W aoNNJO c>3 followin staterneztt. , &aam-Dade County Product t .o Control Approved", unless the ° iste ti tech herein. : ,. �- w -I � -3 m � M M g y.n .. pp e , o.... v .:. the ridge. The slat dial] terxa imie -approx:unntel} G froll'i tine rate edge. m 0 ¢ � o ¢ � G � J �r ¢ � RENEWAL of this (Jrs. shall e considered after renewal application has e d her has been no "MLUZDs o o ¢ a a Q o LL ¢ N I b n zed a ne a s l a on been filed an change rn fee appllcaale butldtn codne atxvei <ffecttatgtl;e erfcrn�ancecf.thls lrodlce, , In5allatzoxPlace ridge ventsection emere o er the ozd at one egadoffleasi�eas�xzsert . We L�rzL _i =ZZD- p s 00 end luos..Fasten at .rt1fnails through wail holes in vent. Muttthtsecoad o E'_+Q5 TERMINATION of this NOA will occur after the expiration date r if there �I_� 0 orha� beena re-visiop,ar chage inAhe LO z= r- w o ¢ section to tc-first.lt �sld ftezM c�m❑u- wr- rn ¢ W m cz omatextals; use, and/or zaafactzre of the product or process:Misuse of this NOA as an endorsement of any r of. C xt xuetlis ocoss fxonend t� end, ro ❑� product, for sales, advertising or any other purposes shall aut natiolly tera dn4te: tills NOA, Failom. to cornnply �a Ridge Shin Install re -manufactured: fieidl a% rid e shiti los or er .tho ridge -vent in with any section of this NOA. shall be cause for termination and removal of NOA, � p or � g ` shinglemanufacturers P ❑ c e?ulpl.tanee with file sllsngl .roduct C ontrnl .Approval and tl .ADVERTISEMENT: The IVUA nuazaber preceded. la th rcis 1``�.zaan _D tie C" u :. p'lortti and followed la „_ -� e words Miami -Dade .o nty.. a, a ys, ;«. ❑ installation itaset.'tYcotis using l: A .rsn shank- galvanized nails. . g . g a . r . the expiration date may be displayed in advertising literature. If any portion of the N��,4 is displayed; then it shall .� lie done in its entirely. � �w Net Free Area. Refer to manufacturers published,literature. t �� �,m W INSPECTION, A. copy of this c.nitre.YCiA shall be provided to the user by the tnazztifaeturer orits di-siribattors and shall to available for inspection at the job site at the request of the. Building Offic ital. "nirnfz ti 2.I2 ❑ Slopes :3 This NOA revises NOA. # 01-0910,04 and consists of pages 1 through 3, r , ' Ul d. The submitteddocuinentation was reviewed by Frank Zuloaga_r RRC •` ' L Z D '- ■N r— k�� 0 � � N U] 00 t!1 >«; _ W 0 0� V€]AI : 03�Ct93Cf.lft NOA. Nn,: B34 30.1't1 '' ❑ m Expiration Bate: 414,!iaSIOG Expiration irate: 04/05106 = M Approval `lute t1112A/04 Appra�al Bates ti1f29144 Q r� J M Page I of page 2 of 3 a� d Yl LL lA Q Z LIMITATIONS: 0 1, Refer to applicable buildiizrg:codes for reslttirect'veut a:.on. VeuturiVent P1aasTN1 Ridge gent shallnot be :irtstalled ot1 roof mean. heights-greater'than 33 ".feet: Z rWI�� o at:zWz 1 All products listed heaein shall,laave a quality assurAnce adwith izcle ltrida w c Buildisig Code and, little 911-72 of die 7 goricl4 Administrative Code.. z � zZW Q U) 2 Z a G QW O > W LL~pLn 0 Q W DETAIL =a=�°o I->I-Cn0 .NAILS PATTER4 Ne fts; S So of 10' 0,t, In the Directloo of Stai'fit Length (1)UsoAiux�ir.toJGQi A&%teyPscFNO 20,to tit. 12" U4,: in the Dlrectlon o� So.fftt Width 26° Saf'flt 1U' 0• C, in the Direction sal: Soffl't Length 9ftwei hanneit7sx �'��sfrrtatlttl't2 i3t : 1+ O,C. In the Wrection of Soffitt Width t3a Design Pressure f2atln9 8h=kN0ib1_12'x�c AGd�"ss�aci�'�ISsits. NAILS= A -JOINT AREA ,1a° DIA, SHANK DIA. HD, 1� LONG 90 noto5 for �/J,�Ifattttel �s tlis�io� BATT.ENi 2'X2' P.T. SOUTHERN PINE CQNST. GRADE (2) soft iTirii)ilgpittYetat:'" MR04UM 2'X2' CONSTRUCTION GRADE. so,-10t,%c i, *, �'tiono£"a�t�ils#+$tt MIXED SOUTHERN PINE OR EQUTV, 12'O.C.mthe nh-ftiimor$offttWidth i WOOD BATTEN STRIPS Ifs"So�14-lp"II£ �it3seAlt�Ctial3�f�ts E Bx�t±i 1(3° ld £a.C' as the Dsrsscuaz+:t�f ao it i t is (3117esigrs lPx�utis�.lta�ig (7t'): x0erior Intrr9,or f SATTEN NAXER (NO M d) 14 J14.4psf CMANNI~i FRONT VIEW O EAVE WITHOUT i='ASC J IA l2 :Staid 3ta t s a 12"'Wonted Soft INSTALLA"Iaf3M1i £" solid 8002C, _ $Ica 'r<1 caF i AVE 16" V ~nw soft{ ALUMINUM SOFFIT PAN+Eiw TYP, NAILING (4)NotxtVamd1 omipogie12,ortom:.Ifa4#i isl2".tu2V PATTERN! divi&*eVi4 t# uiwitori vnvgm*ozI4catioarar6ai -w ti 10'X19` (12' SOFFITS Na3ioro focani&"o tFtci3a�cu nvidhe9�C3 ) FASC4A 10*XI61 (161 SOFFIT) 24° (s) I—.Bntt-1440 rat -Aod fvr F-M—d AMUcaii ,,Soap s >` f)Mi'[ANG p �`� level .sofoteztt� artt. k-E #wmw d . lovaii esh�gi" " rif AIL GQa?FiQ5iCtfi1 T 2iaiie� f6" L).E. (t 5. ) t .ir .p : ' i-rti7siow 3 CafANNEt RE5ISTRPli NFIk mu I'lntons 12"o.C.(mW'V <uortftl •S..cni ituc#? ). END QFr THI.S.A1CCEPTANC SIDE VIEW OF SAVE NOA N&t 03'0,930.10 !.•-...9p,,....•.........1A° 3 � t �illr.tsii�l�#e3tsucts '� `� 1.'`�`pltx'&teAi� i3at�: €t4,�t#Sf1)6 a FASCIA ; 1t ASNi Y DIVOON a j ` ir'N4aPA, FL 24 �:ppr'ovnl Date: a91(14 J NN c�taRROSIO14ROOF OVMHANG :PART: ALUMIN801FAT PRge 3 of 3 1 J CliMNE4 RESISTANT MAIL `r p r�r �+r �i.�. /+y� p 4 F.GI4 fAANN L r a '�i �. i �i t. J. i. .11. s s P.E. TI Oft # . .� rl> 0" D �'i . N (NOTE 5) CONSt1LnWID ENGI R , J1 N,L. DATE, 5M1'5--02 yjyy�7p� �MtlAS nSA r_ t.E%xiN SK S#W 1s rArnv swa5V3S r7-, .7+rr184 'A'�1 �ii,Tw ONO. t"2id gas-40'U f x (ra;M) v.3a-�%k SCALE. N.T.S. aqut era . a E:.B W 0006871 Cn N O LO > ,H rr, w z z J d SHEET NO. W o t) }LL.z ¢ I— O zFn Z tw > a)zo O Q Ow =r-0 a�LL LU _ Q w w F- C° = z f- O � v roe >- o LL z I w� Onz0 U L< d 0 0 w S-11 S M M O O LAST PLOT DATE N January 19, 2005 rA ,,,.,, b., a,., .:.._ ..,....>;x.x,,,a �<...:. ,:.•' u Ct>.�X \>x.Rq .:, 2, .a-:., ... i... .: 3 i < �a 3 , -; i r �., F '. i l , .. ,, i Y E €.i 5 ., i f }EE k \ \ C k j } 2F i t rr , \i 3\ ) a -�:- is a '< f� �.3 3 f ) - 2 S� - )i. a:. rM ,,,,T\', Aa.\a2 ,. YrV>::. T<. 23 t, ei a 'i:l -' .< ce. 4 ati'z>c+icar�trRat s , #e€rt'ea.£,. t)t3.. �i>€•#� ......for `'liD2id { �,��:..,r�'.. j: ,)T' in, i3i•i.a#^�Zs#ii .... `rot3£gzNtzzt s#€E atz; r}Ltazzec �•� and t'-,i,3D,1,v2'Fc»}t<)ssrs'f�aaect titq}a-.,LwtE. c,'Ad E4,{v3Y.€-,st+a3\a .Si �s,ttmy„<xir„#n`�..aF.siLE:€-i>a,it;°S>:?S si �e:;r, l VEii{1}F�RLR lL t#E i<:ni'yx}()}f>ER�. j`x 3,i SIfK i } L F [( f(13231YF#Q'F+i4�' 3 i}L' E�ligLk3c Ehc td: #$f 2unt� E dltad3s€ d.E�d t jfttl z{ f na<2siv�Fi; a t°^{ Rf f7ilt d € LL. i \\R L+t�ti<h st'° vF•?',�� �tF„; €:i ¢n,se}e the it} itx W 9 Sa 3iC,'€ } t`titFs P#> „ 'tsi4• � �'S,\w 3,„u,a\:) T 23 i., .,. w.: �.,. K� Y� ;#,;aT t t�i.\ - [E„,��t;,,.x s>z '�,:J,i�''se `(' ii Lr '•?••,€;:},\\,. ;,�; 1?aid:; rtk'Ft3x;TMx.k s#x�:�s�sis" }L? #i Sai 2e ':S S'<f )•`°#C T�. j:.: i\# 3t. � �iaF.�23At ,.fP33?,w£'.I: f E.3Y .ly.\€F '€S� i.v,. eC\.£:' a,,. 3,3.. d\ RS ,4� ,3A\..'ii 'a<,-. '€\_..: ir1<a#33 i4 ,:\a`�<L U:,i..,.., ,. ,a<`0, �.�\x3 il\•J d1V,.�\ Wit: . - ..,,. .'1,.. tS3`a,E33 dt\fiA 17i%.3jx•..A.,)•--€Li. i ( ) 1. . i f � 4 '\ 2f 1. \ 1 "\ C k ia,T: ltu <, ti tnF>r z? i-Cftlar z� L : y `ttj;..�;� E * � E,* is"^.\ q.it 2::,vt1yT f � •(i - f E 3. x' Jh.> .,.., i,L:;: tr4 l C itt `:ii4 y♦};t+,.,};gE; 2. t�' .,9.£a tdtJ'� 3TReY5' I3Ris\xli.. .,` 2, �QE f3 itE .. — k CEas `i t1 � I. L F31�G�1°i,>�#T4,�¢id Tcifl �f Nri)-(s4.:Eg£. SMF J< 3, \ tri i EY'i ?�Gi>1.1:.i7i'f1ii3.:3S4't2�CL3YC{SY:�L}tLiv}S„Cf)3S J.'(T F}n... t+1$i`FS"j^i`^`,,i <lfi_(,i7r aaast; ;L}Lsia i'#f }Ci}32� , �..� � ye i • ,,.. 4'`:`: � E.i . ,. .:\\:. >.,. ,. . n:^.. T%�3 ..it .e ��S \i F- ,. > �.: vt4 ., `t� X f_, \ � x 5.y 3 -C a.. w. ..i, ... :\: .. ,< ...- ,.: ., t Y , :i S ,> V < FS \'g � y f ), 4 ♦ x e a°v,r♦ �. i )- Aa4�R�leelgY F # �'i,. :#)12 [fE.. , t, i, 1 .J7GG 31EWTE •A .....ew,... PO, &2x334Yii§zco,Fi,3339a ptiEwearaasgt+r97 S�cimi1c8r3.cw4?7. zklm#.ES-Tltt CO* Trig mu"V0d Rodger, W 46'M Firs2FGirs&$.38ti FacWui§�2bE)8G8,i#9rs iiUM O� tki `J>�: i; afeQir"4!§. �r�.i�Cit�" �� b{'!!}Y.EA'.'.`4'4::§SRT§ A� � 1M61P�Atii SIsC� irpFtYr8'4 Yi!S il#►1it lrt�rl�rt� Y�OXtYr Xi9.(f',C1CX r+!O7LLY3' t"raxtrrel ir�riCrt¢�re: katad;xeC� arc nroadn4lz�+i S' a l;�s" �it%arr.� ai+nmfgaE� �re�e#L'i'he'd5aa' mri�s�t5r�tesx+�tifa�€inaNiof4kfsm, �kii�a+��iwst�srilr�r%rrrri�ra#uri#i�€kuc, `l#i< �w��i38 tiemt�rbdorifL";s�.��Iifti'it�sr�#ariz>r�gral; I'3iJta.3 I� T'!p'�4,5bdafttzdnsAoca %i" ��ir9i$ 't....n05T!>^�,w. i\V,•�.^O.#r�■f0 iflirC'�.r�r �#tY"i'iySib§'„€� ..w^wj iMWd¢}: 58 smc4rtW .>xme r :ter§aMo ta ,wa§ rxs�aa faod.F•+�r -ate rai��r,;s.. xsa-€g�x.#: xd��em+daidtz,.rta�s€ ' .-F•rC-� NY ,haw'P§' �ti4k .tea#:xa§r•##tlitS.tl §?dd«s P,i�#+X97:F Af;iPdEr3Y 'Wafar :L�'i'4_ �(r, ' arrr.#s�aa•Ra�s r!o�rt�naox ��sa #.'TG'•:}lC AT4` # � a74F�4r0UiCtt t+� : &'i+G«Roatie■taE - `X(3t*t'.. §:7 r:Ii :0 i`.'�.dkd929 7',4$�Eth"2A3 ,YiAz.. TQ6+i 4+U.R. AUA viWA . "Rid,�rbrlKfamta4&ird3MMaof.r ti�a`is«#ah. t�ar�+d ads � fia 3'ax i5/� €• 4�:� " 47,t#!i �I xx Tod!RxCt"R : �at�;t�'^an�t+ �€..aiitria. x.�f. ... �, 4ii�3-:47.tifl See reveri�#f�c e� prf� z BV81n0ftd A)d' oft W# ki;#aS aasf'ramg it7 ftpwi& ft"" CQ*irrstrre'""mc fir$ as *Wft'irod 1Y *Wt9Mroral tM—nhw load Abm €r or} tf a a S km tW I-14 rmtkAWOW WCUM i"dA' *4 �MUbo F �ia�}c !'�t,4.4.g a#ud i'�3?.h a.21 UM �+E 'fat§ spa �3ac3rnz5 s ira sr€bss�tttad.tr�t*el�a�t6.�t€� %bts 1#mrari§i+r44,1'I" 1* orr4f>�13€e'''t iad.€omerry'r i. s }r fIExide I'tFpfrss}P-at Seal w 434 �� y15+�q� 222�, Ms 1-5 r€dmt F. Wit• W O z LL1 Q O 0 W QW (n '-'-'OHO ���z XFOfO ¢ o t- o ~ � w z = },_ w ¢z�0 pw¢p ��zp owo¢ w aawQ LdZ��0 UO(n�F- �U W�W O a =p~z m¢ a J J>¢pz� ¢O�¢p � � O 4t► v �75 .Y o w C o Q� w � QQ ri L N = 0 � � + w � Q Cq z - o —} m ¢ � + O � w Co rLL. Q¢O0O~ mo W WN C) NL m®J zmYo <NZ:) o 00 W O O w C7 = z OD A` V y / ALA - T o �o}-0 pry Z U U U) ti. Z - z W LU ZCnUz ~LLWwa = 0Op °�° zwa� G #� N rO o0uiz E o�0 o O wp�C0zOooa0 =zW0-LLJ zW z U) <w0 CN z�m>WOOm _0 °m}nc�= mocvz,� d - 0¢a=W W00 N (nLij W O m � w�¢ Q b0P.- m Jw ¢ Op �UwWN 00 -j� Q' O`-4 OZDMZpQ z ®nZ) W� OF-p O U o C❑ LL to , = F— w ¢ ¢ t/U Z pu) \4 l J\ ❑p� �:, :;,> W z i , \ ❑ 4 Nh \\3 ■ r Z 4 3 i u, u' 4Y` ❑ � � % W tQ 0) N 11/�1 W 3 t \ ti� A J LY] UJ LL LLL r Ul Q 00 < s 5 C • Z I'- �ih i \ l t `n Z W p ~ Naair W M p 0:= W M orz0 z0 Q N J N Z N G J C > �LLaorn � G G rUr�j W S O Q S W F7t-tAU E.B.# 000687'1 V! z N O Ln � ,H rrt- w z z ¢ J a O U W 2 S-12 Z) 0 0 LAST PLOT DATE January 19, 2005 SHEET NO. PROD APPROVALSPECIFICATION HE As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the W �E -- W Q �- ® O LL W Q Cy L_ ¢ 0 Lu o= ,,_ X0 �OZU w¢ QOQ0 LL 0LU<M UJ F-<Z2: Ow-w a¢w¢ wU az 0 LL O ¢000¢ 00 0n U U_wo�_1 w�LU00- ¢JZmJ oy¢vio¢ >aazo` ¢o¢n G� 44 ¢ N Cc z tW , re �a-0 m�® _ � •� U . + O Cn o Q M w a o m Q O + W w O U UZ m� oUZ w N �m cmo t uJ N N 0000 a 0000 + rn¢ �� rT LU ~ z C4 Z cn cc ® rn �ZO® OfN Z co wQUQ wLJ)W ® 0 o � LL Z F^ f-' LU i ¢ C5 U) U p LL _j U. a. J ( 0 N et waLLJ ��cn�OaZ ® �m 0O � Paz=�_J Xw0 ¢LU wz�l- W ODIn n m0NZw LnCDQ j N a� o¢ �-� Lunn W O LLI n�DNN �a� 0¢�aQ d pu-��Q O w�v�oNLu ® v � I—LLc'o =�0° w� 0oF-�F=zrzv� �0U—� zro-�F--II��tt LO i-YtAU'SU1tALI� LL o¢a_U)0 a a z * Z asa= ❑ 0�'{` .<< i5> W 1^: d. — ' `?s ® m t `C``\; ry W 6❑3 ux a ', " _ i Al 3: LL r' `a M � N.M. a L tT [� >:.. k ❑ a ,. 0 z w z w I- o0-_Z> z > r' 3 U) w 0' 0 O UV - Wz Qw =u>itiz� F _Kcav (V Lf) Cal -- Ln W IX W 00 L () z dz0 _ (� v) > a z O ED a U Z �z0 o � •� �i-o a _J = = ¢ W 0' (� 00 = z ® V L�J �f- : �' ¢ O O Q � U z n Z d ® z O U Ln¢s The products listed below did not demonstrate product approval at plan review. 1 understand that at the time of inspection �.. : of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product SHEET NO. approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the 0 applicable manufacturers installation requirements. Further, I understand these products may have to be removed if U > approval cannot be demonstrated during inspection. o S-13 (n m 0 0 LAST PLOT DATE N October 11, 2004 / APPLICANT SIGNATURE DATE PRODUCT APPROVAL DETAILS building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your Inca! product supplier should you not know the product approval number for any of the applicable listed products. Catego Simpson USP Cross Over Chart with FloridaFI®ride Product Approval Numbers Simpson Product Number Florida Product Approval Number Product Description USP Product Number Florida Product Approval Number A34 FL474 Framing Anchor MP34 FL570 ABU44 FL474 Adjustable Post Base PAU44 FL569 CS22 FL1901 Coil Strap Tie RS300 FL822 H3 FL474 Hurricane Tie H10 FL474 Hurricane Tie RT16 FL565 H2.5 FL474 Hurricane Tie RT7 FL565 H6 FL474 Hurricane Tie LFTA6 FL820 HGP2 FL474 Hip Corner Plate Connector HHCP2 FL817 HD08-SDS3 FL474 Holddown UPHD8 FL817 HETA16 FL1901 Embedded Truss Anchor HTA16 FL821 HETA20 FL1901 Embedded Truss Anchor HTA20 FL821 HGUS210-2 FL474 Truss Hanger THDH2/0-2 FL821 HHETA40 FL1901 Embedded Truss Anchor HSURIL410 FL503 Heavy Skewed U Hanger HTS16 FL538 Heavy Truss Strap HTW16 FL820 HTS20 FL538 Heavy Truss Strap HTW20 FL820 HTT16 FL503 HD/Tension Tie HTT16 FL821 HTT22 FL503 HDITension Tie HTT22 FL821 NUS26 FL474 Heavy Joist Hanger HUS26 FL818 HUS28 FL474 Heavy Joist Hanger HUS28 FL818 HUS410 FL474 Joist Hanger HUS410 FL821 HUS412 FL474 Joist Hanger HUS412 FL821 HUSC410 FL474 Joist Hanger HUSC412 FL474 Joist Hanger ITT FL474 TF I -Joist Hanger THO FL815 IUT FL474 I -Joist Hanger THE FL815 LGT2 FL1423 Light Girder Tiedown LUGT2 FL568 LSSU210-2 FL474 Slopable/Skewable Hanger LSSH31 FL816 LSSU28 FL474 Slopable/Skewable Hanger LSTA12 FL1901 Strap Tie LSTA12 FL816 LSTA18 FL1901 Strap Tie LSTA18 FL816 LSTA30 FL1901 Strap Tie LSTA30 FL816 LSTA36 FL1901 Strap Tie LSTA36 FL816 LTS12 FL474 Twist Strap LTW12 FL820 LTS16 FL474 Twist Strap LTW16 FL820 LTS18 FL474 Twist Strap LTW18 FL820 LTS20 FL474 Twist Strap LTW20 FL820 LTT19 FL474 Tension Tie LTS19 FL822 LTT20B FL474 Tension Tie LTS20B FL822 LUS26 FL474 Joist Hanger JUS26 FL821 LUS414 FL474 Joist Hanger JUS414 FL821 MBHA3.56l11.88 FL538 Masonry Beam Hanger NFM35X1178U FL578 META22 F1901 Embedded Truss Anchor HTP,24-18 FL859 MGT FL1423 Medium Girder Tiedown MST48 FL1901 Strap Tie KST248 FL822 MST60 FL1901 Strap Tie KST260 .FL822 MSTAM36 FL1901 Strap Tie for Masonry MTS12 FL474 Twist Strap MTW12 FL820 MTS16 FL474 Twist Strap MTW16 FL820 MTS18 FL474 Twist Strap MTW18 FL820 MTS20 FL474 Twist Strap MTW20 FL820 MTS30 FL474 Twist Strap MTW30 FL820 MTT28B FL503 Tension Tie MTS276 FL822 PA51 FL474 Foundation Strap TA51 FL816 SIDS 1/4x2 1/2 FL1463 Strong Drive Screw SIDS 1/4x4 1/2 FL1463 Strong Drive Screw SIDS 1/4x6 FL1463 Strong Drive Screw SP1 FL474 Stud Plate Tie SPT22 FL817 SP2 FL474 Stud Plate Tie SPT24 FL817 SP4 FL474 Stud Plate Tie SPT4 FL821 U24 FL1218 Face Mount Joist Hanger Set Pac 10 FL402.3 Expoy HD Titen FL2304.2 Titen Anchor l � l� , ii� �IIL� t I ,I ,, i L_liw is .. !,, � �. ��... i � � ��II�✓yuL917��Er�'uf.�lil�l��Y i i ■ SINGLE HUNG -MASONRY (FLANGE) ONE BY WOOD © CONCRETE OR CAULK BETWEEN IMPORTANT INFORMATION & GENERAL NOTES SUCK BY OTHERS MASONRY OPENING WOOD BUCK & (NOTE 6 & 7) BY OTHERS MAS'Y, OPENING These notes are provided to ensure,proper installation of Florida Extruders Milestone BY OTHERS products and must be followed full CAULK BETWEEN Y, WINDOW FLANGE R.W. & WOOD BUCK - CBUCK WIDTH) 1-1/4'EMBEDMENT GENERAL INSTALLATION INSTRUCTIONS a a - 1-1/4' MIN. ONE BY 'WOOD INSTALLATION ANCHOR A . EMBEDMENT ZL BUCK BY OTHERS 3/16' DIA. TAPPER D 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. (NOTE 6 & 7) (NOTE 12) ALLOWABLE SHIM STACK TO BE 1/41'. INSTALLATION ANCHOR SHIM AS REQ'D, 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & IAMBS, 3/16' DIA, TAPPER (NOTE 127 E NOTES) MAX. HY TSILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR OTHER SHIM AS REA APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED OTHER RIGID VINYL (SEE N' D, GLAZING BEAD v i/4' MAX. (TYP.) UAL A E T PERIMETER "SEE NOTES) Q FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S CAULK RECOMMENDATIONS. BY OTHERS 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF FLANGE TYPE GLASS p ©WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. WINDOW FRAME (TYP.)<SEE NOTES) 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO RIG ID VINY L HEADER APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE RUNGS. GLAZING HEAD FLANGE TYPE 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. (TYP.) W.H. GLASS WINDOW FRAME (WINDOW (TYP.) (SEE NOTES) JAMB CAULK BETWEEN ANCHOR INSTALLATION INSTRUCTIONS HEIGHT) B.H. WINDOW FLANGE PERIMETER (BUCK & WOOD BUCK CAULK CAULK BETWEEN WINDOW HEIGHT) BY OTHERS GENERAL: FLANGE & PRECAST SILL WW- W/ VULKEM 116 ADHESIVE (WINDOW WIDTH) ' : ' 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER CAULK, OR APRV'D. EOL, STUCCO BY OTHERS CAULK BETWEEN AND 8" ON CENTER. USE A HARDENED -T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" FLANGE TYPE CONCRETE OR WOOD BUCK & © LENGTH S PERIMETER WINDOW FRAME MASONRY OPENING SECTION B- B MAS'Y. OPENING (/B" LENGTH (3 4N' E A HARDENED "MASONRY NAIL" WITH A 0.146E SECTION ER CAULK � SILL BY OTHERS BY OTHERS AND 1 2/2" LENGTH, (3/4" EMBEDMENT) OR EQUIVALENT. FOR ALTERNATE SENT OR BY OTHERS v CONCRETE OR A'A1B-B, USE A 0.113E DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR v . MASONRY OPENING EQUIVALENT FOR NAILING NON-STRUCTURAL ONE BY BUCK INTO A TWO BY STRUCTURAL BY OTHERS U -v . 0 ERS CTURALBU K. v C v APPLIES _ A ES TO ALL © 7) NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS, NOT 1-3/8, INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN PRECAST SILL f a MIN. EMB, > 2X4, 2X6, 2Xs WOOD BUCK 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE BY OTHERS � v BY OTHERS (SEE NOTE 16 & 23>© NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6, SECTION A -A ONE BY WOOD BUCK BY OTHERS © 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT (OPTIONAL) (NOTE 6, 7 and 16A) MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE . I W.W. ENVIRONMENT AND/OR FRAMING MATERIAL, WHERE ANCHORS ARE USED IN VIEWED F R 0 M INSTALLATION ANCHOR PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE #SO WOOD SCREW (NOTE 16 and 16A) CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE ffAB II� EXTERIOR PRESSUREPRESERVATNETREATMENTPROCESSUSEO. S 4 ALL Ft ECTION A- ELDSUPP pE A ALTERNATE) ) LIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3J16" IN 0 For installation with two by DIAMETER. B 10) WOOD SCREWS SHALL MEET ANSI B18,6.1 DIMENSIONAL REQUIREMENTS, With 0r WZo one by wood bUCkS 11) IF WOOD TENDS TOSPLIF,PRE-BORE HOLES AS FOLLOWS: #8WOODSCREW- J K B 1/8" DIA. PILOT HOLE & #10 WOOD SCREW - 9164" DIA. PILOT HOLE (NATIONAL DE SIGN SPECIF ICATION N W H 0 FOR WOOD CONSTRUCTION). s� F r �� � n SEE SHEET 2 FOR CONTINUATION F I O NOTES G w R \�:o [ 7 -" �� c LVT t REV DESCRIPTION DATE INI INTERNATIONAL, INC. � FLORIDA EXTRUDERS 2540 JEWETT LANE / W. t < - r C 8�115 D18A & 22. ADDED 12/19/03 RJA CERTIFICATE OF AUTHORIZATION N0. 9235 SANFORD FLORIDA LH I $ `" �f£ , ' . NOTE 23. REVISED as 1.*_f a�t�'Ls L-J AND/OR ADDED RELATED TITLE: INSTALLATION DETAIL ,Ao. L, ,�,, L REFERENCES AND SGL, HUNG FLANGE WINDOWS - SERIES 1000 , 1500 & 2000 Y3� �•k - ILLUSTRATION FOR NOTE A ELEVATION '. F,� REVISIONS. �`�c/ 4g? DRAWN BY: BB APPROVED HY:RJA DATE: 1 2/ 19/03 SCALE: NTS DWG.:FLEXOOI G, SHT 1 OF 2 SiNGLE HUNG - FRAME (FIN) . i' MIN. EMBEDMENT WINDOW WIDTH 1/4' MAX.0 IMPORTANT INFORMATION & GENERAL NOTES CWODD SCREW) SHIM SPA _E CAULK BETWEEN SHEATHING TWO BY WOOD SHIM AS REQ'D. III^--- TWO BY W130D These notes are provided to ensure proper installation of Florida Extruders Milestone WINDOW FIN & BY OTHERS BY OTHERS (SEE NOTES) I BY OTHERS products and must be followed fully. SHEATHING INSTALLATION ANCHOR SHIM AS REQ'D. /// GENERAL INSTALLATION INSTRUCTIONS #8 WO OD SC REW SHOWN (SEE NOTES) t' MIN. 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. STUCCO EMBEDMENT MAX, ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 BY OTHERS (WOOD SCREW) ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO ,i GLAZING (TYP.) INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR (SEE NOTES) _7 WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW PERIMETER 1/4' MAX, SHEATHING FRAME ARE REQUIRED. CAULK SHIM SPACE BY OTHERS 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL 8( BY OTHERS CAULK BETWEEN JAMBS' FI FIN TYPE N TYPE 3 USE SILIC ONIZED ONI ZED AC RYLIC RYLIC CAULK FOR PERIMETER S AROUND W EAT, RO ND EXTERIOR 0 WINDOW F R F IN WINDOW FRAME WINDOW FRAME &SHEATHING WINDOW FRAME, GLAZING (TYP.) PERIMETER INSTALLATION ANCHOR 4) FLORIDA EXTRUDERS SOLO SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO /- HEADER JAMB (SEE NOTES) CAULK #8 WOOD SCREW SHOWN APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. I' BY OTHERS STUCCO BY OTHERS 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SECTION B- B WINDOW_ ANCHOR INSTALLATION INSTRUCTIONS { WIDTH f GENERAL: A - - r ©6) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS 0 R HAVE S WIN A CORROSION RESISTANT COATING APPLIED SUITABLE FO WINDOW / � E R THE EHT ENVIRONMENTAN FRAMING D OR L. E MATERIAL. WHERE ANCHORS ARE USE -7 /C E DIN / H B PR ESSURE-PRESE V TN R A E TREATED WOOD THE WOODS PP S U LTER HALL BE ANCHOR CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE SPACING EQUALLY SPACE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. GLAZING (TYP.)ES) CSEE HELDW) ANCHORS <TYP,) 7) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: (SEE NOTES) _' ___ a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND WINDOW -f-- © b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD HEIGH DESIGNATION DRILL BIT SIZE, B) WOOD SCREWS SHALL MEET ANSI 618.6.1 DIMENSIONAL REQUIREMENTS. 9) NAILS SHALL MEET ASTM F 1657, "STANDARD SPECIFICATION FOR DRIVEN � FASTENERS: NAILS, SPIKES, AND STAPLES." FIN TYPE ANCHOR A 6' MAX, _J 10) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL WINDOW FRAME SPACING CTYP.> DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): SILL (SEE BELOW) 6' MAX, (TYP.) a) #8 WOOD SCREWS - 1/8" DIA, PILOT HOLE. PERIMETER MARBLE SILL b) 0.113E DIA. NAILS - #44 DRILL SIZE PILOT HOLE. ELEVATI 0 N 0 C) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75 /o OF THE NAILS CAULK STOOL BY OTHERS BY OTHERS VIEWED FROM EXTERIOR DIAMETER AS REQUIRED. 11) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE HEAD, SILL & JAMB ANCHOR SPACING (TO 70 PSF D P) FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC WOOD SCREW- 24' O.C, MAX. (TYP.) GRAVITY 0F0.55. TWO BY WOOD 12) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME �-_______________ INSTALLATION ANCHOR BY OTHERS NAIL- T D.C. MAX. FOR JAMBS AND ASSEMBLY. #6 WOOD SCREW SHOWN 10' Q,C. MAX, FOR HEAD & SILL 13) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO . I T THE END GRAIN OF WOOD. STUCCO I , - �N BY OTHERS w , &, 'i)4. (SEE SHEET 2 FOR CONTINUATION OF NOTES) CAULK BETWEEN o o `"a ,,"v• .", REV DESCRIPTION DATE INI INTERNATIONAL, INC FLORIDA � I WINDOW F SHE EXTRUDERS IN SHEATHING o� H G B 10 SAN EY, FLORIDAa1 /v J LANE I �.a' K•'', �j - ADD REQUIREMENT TO 03 RJA CERTIFICATE OF AUTHORIZATON NO. 9235 & SHEATHING BY OTHERS ., p ...> ,-:�^�":`"'""; SANFORD FL �� � ),,. ;: ,.a7;1 ,..;.,,, ,;n-, :.�, .. USE ADHESIVE CAULK 1'MIN, m: L t.._...,uS,.. ... /. > :._ „ z.. v T A SH IM IM O . a.:.. L CATIO N. TITLE: stp :.......... .: . TLE. a� _ ... IN ST ALL � ', �. ., AT 0 D .". .. I N ET IL W/#B SCREW 0 E A S R NAILS MBEDM ENT SECTION A -A (WOOD SCREW) �w `°n� S Z` C REVISED NOTE B. 12/10/D3RJA SINGLE HUNG FIN WINDOW -SERIES ]000, 1500, & 2000 r = REVISED NOTE 7 AND xza TITLE TO REFLECT NAIL DRAWN BY: BB o ALTERNATE APPROVED BY: RJA DATE:12/10/03 1 SCALE: N. T, S. DWG.:FLEX0026 SHT 1 OF 2 HORIZONTAL SLIDER - MASONRY (FLANGE) CONCRETE OR CAULK BETWEEN WOOD INSTALLATION ANCHOR IMPORTANT INFORMATION & GENERAL NOTES ANCHOR INSTALLATION INSTRUCTIONS (CONT) MASONRY OPENING BUCK & MAS'Y. OPENING © BY OTHERS BY OTHERS 3/16' DIA. TAPPER (NOTE 12) These notes are provided to ensure proper installation of Florida Extruders Milestone ONE BY WOOD I products and must be followed fully. GENERAL CON ( T)c BUCK BY OTHERS -1 (NOTE 6 & 7) . `1 N I I- 1-1/4' MIN. GENERAL INSTALLATION INSTRUCTIONS CAULK BETWEEN EMBEDMENT 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT WINDOW FLANGE -NTENDED 1) SHIM AS REQ'D. AT EACH INSTALLATION 730N ANCHOR WITH LOAD BEARING SHIM. MAX.MNC© TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER & WOOD BUCK ALLOWABLE SHIM STACK TO BE 1/4". THAN V NOMINAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL 1/4' SHIM 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS, SILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF SPACE MAX. MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR NOTE 6. 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT APPROVED EQUAL, APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR `� I © COMPLY SEALANT NUF WITH Lq A ACTUREft'S RECOMMENDATIONS 3 USE SILICONIZEDAC L ACRYLIC CAULK FOR PERIMETER SEAL )AROUND EXTERIOR OF TH N IRONMENT AND R FRA I G MA RIA ANCHORS ARE USED IN E E V O FRAMING MATERIAL. WHERESUPPLIER TREATED WOOD, THE WOOD SUPPLIER SHALL BE STUCCO WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. PRESSURE -PRESERVATIVE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE BY OTHERS 4)FLORIDA EXTRUDERS 1000 SERIES HORIZONTAL SLIDER IS SHOWN. PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN PERIMETER SHIM AS REQ'D. DIAMETER. CAULK (SEE NOTES) B.H. ANCHOR INSTALLATION ST ST NFN RUCTIONS 10) WOOD SCREWS SHALL MEET ANSI 618.5.1 DIMENSIONAL REQUIREMENTS, BY OTHERS (BUCK 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD WH• HEIGHT) GENERAL: SCREW - 1/W DIA. PILOT HOLE & #10 WOOD SCREW - 9/64" DIA. PILOT HOLE (WINDOW I FLANGE TYPE 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION), HEIGHT) j WINDOW FRAME C 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/0" LENGTH GLASS (TYP.) HEADER (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148E DIAMETER AND J. 'h" 3J18" DIA. TAPPER CONCRETE SCREW {WITH NON-STRUCTURAL ONE BY (SEE NOTES) LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. WOOD BUCK)- DIVE BY WOOD BUCK BY CONCRETE DR C OTHERS (NOTE 6 & 7) MASONRY OPENING 11)WHERE WINDOW 15 INSTALLED IN MASONRY OPENING WITH A B.W. BY OTHERS NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3/1W DIA. TAPPER RIGID VINYL (BUCK WIDTH) 1-1/4' MIN. CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" 1/4' SHIM -1 EMBEDMENT INTO MASONRY OR CONCRETE. PERIMETER GLAZING BEAD FLANGE TYPE SPACE AX M 13 SEE SHEET 2:E R TAPPER INSTALLATION ANCHOR LOCATION CHART. LETTER ) 0 CAULK (TYPJ WINDOW FRAME SHIM AS REQ'D. DESIGNATIONS ON THE TAPPER LOCATION CHART INDICATE WHERE TAPPER BY OTHERS FLANGE TYPE JAMB (SEE NOTES) > CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR WINDOW FRAME INSTALLATION ANCHOR ELEVATION ASA KEY. SILL 3/16' DIA. TAPPER � 14) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, (NOTE 12) a INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC,) OR TITEN (by SIMPSON . Q RIGID VINYL - - STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR GLAZING BEAD - - THE HORIZONTAL SLIDING WINDOW SIZE D24, D245, D25 AND D26: GLASS (TYP.) a) INSTALL TWO ADDITIONAL FASTENERS IN HEAD OVER CHART . CAULK BETWEEN a WIN➢OW FLANGE Iq . W CSEE NOTES) O REQUIREMENTS AT LOCATIONS A AND D. 15) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #8 & PRECAST SILL WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8IN. EMBEDMENT INTO W/VULKEM 116 ADHESIVE CAULK LK PRECAST SILLjSECTION A -A CAULK BETWEEN WOOD BUCK. DR APPROVED EQL. BY OTHERS WINDOW FLANGE & WOOD BUCK #10 WOOD SCREW (WITH STRUCNRALTWO BY WOOD BUCK): W,W, 1 A FA B C D E J.H. "_��_, 0 B P PERIMETER 50 16 N WHERE WINDOW IS INSTALLED IN MASONRY OPE NING WITH A STRUCTURAL CAULK STUCCO TWO BY WOOD BUCK USE #10 WOOD SCREWS(ANSI B 18.6.1 OF SUFFICIENT BY OTHERS BY OTHERS THE 0 BY OD BUCK. LENGTH TO ACHIEVE 1-3/B!' MIN. EMBEDMENT INTO TWO WO C 3 WW1 CAULK BETWEEN 17) #10 WOOD SCREWS SHALL BE INSTALLED AT ALL FACTORY APPLIED N (WI DOW WIDTH) WOOD BUCK INSTALLATION FASTENER HOLE LOCATIONS. F SECTION MAS''Y, OPENING 18) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END �� Ah, BY OTHERS GRAIN OF WOOD, [SEE SHEET 2 FOR CONTINUATION OF NOTES] H No y t�I , 1, REV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL, ETT LANE B o zY I*• d WL < B 40&R76 AND CHANGED ED TYPO NOTE 10/16/03 RJA CERTIFICATE OF AUTHORIZATION NO.9235 SANFORD FLORIDA ,� (1 ,,) 1 . ',c•`"""" Y KLj LOCATION ON ANCHORS iv t."'I r. • „ .. _ TITLE: T / TAPPERS ON z 3 20 AND o INSTALLATION DE AIL b! a, 3 HIGH. -w � 'F �11 y(,.' REVISED NOTE 3, 6. 7 HORZ. SLIDING FLANGE WINDOW - SERIES SOLO yb C AND B. ADDED NOTE L3. t2/19/03 RJA ELEVATION & � 'h , q DRAWN BY: BB APPROVED BY: RJA VIEWED FROM EXTERIOR A u,fL e4 ADDED NOTE 6 & 7 TO ONE BY BUCK CALL -OUT. DATE: 12/19/03 SCALE: NTS DWG.: FLEX0020 SHEET 1 OF 2 HORIZONTAL SLIDER -FRAME (FIN) --, TWO BY WOOD SHEATHING -y CAULK BETWEEN BY OTHERS I BY OTHERS WINDOW FIN & �".F 1/4' MAX, WINDOW WIDTH SHEATHING a SHIM SPACE WINDOW FIN INSTALLATION ANCHOR yw� -WINDOW WIDTH --*- BY OTHERS &SHEATHING #8 WOOD SCREW SHOWN 3 STUCCO OR - no:o SHIM AS REQ'D. a -1 (SEE NOTES) SID OTHERS ING BY _- '' 1/4' MAX. u , 0 W j- SHIM SPACE ¢ w r- -L PERIMETER CAULK BY OTHERS SHIM AS R'WINDOW GLAZING (TYP.) SEE NOTES D HEIGHT (SEE NOTES) FIN TYPE L - WINDOW FRAME HEADER I. TN, EMBEDMENT (WOOL ,SCREW) EQUALLY _ SPACE ANCHORS (TYP) . MIIIMLrc - MAX, ^ b SPACING (TYP.) (SEE BELOW) 6' MAX. (TYPGLAZING CTYP.> J (SEE NOTES) PERIMETER ELEVATION CAULK SHEATHING HY OTHERS BY OTHERS WINDOW VIEWED FROM EXTERIOR FIN TYPE WINDOW STUCCO OR HEIGHT HEAD, SILL & IAMB ANCHOR SPACING FRAME JAMB SIDING BY INSTALL ATION ANCHOR OTHERS #8 WOOD SCREW SHOWN WOOD SCREW- 24' O.C. MAX. - TO 70 PSF D.P. SECTION B-B NAIL, 7' O,C. MAX, - 46 PSF TO 70 PSF D.P. NAIL- 10' O,C, MAX. - TO 45 PSF D.P. FIN TYPE WINDOW FRAME IMPORTANT INFORMATION & GENERAL NOTES SILL These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully, MARBLE SILL GENERAL INSTALLATION INSTRUCTIONS STOOL BY PERIMETER P OTHERS RI E M 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM CAULK STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE BY OTHERS 1/4' SHIM FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE SPACE MAX. AND/OR WINDOW FRAME, FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. INSTALLATION ANCHOR 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL &JAMBS. #8 WOOD SCREW SHOWN SHIM AS REQ'D. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. STUCCO OR - CSEE NOTES) 4) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SIDING BY --• OTHERS SEE SHEEP 2 C FOR ONTINUATION DENOTES CAULK BETWEEN z� uin a t`Y hI>iv" .')` ( ) WINDOW FIN ? f . a < �' '' INTERNATIONAL, INC ti \s�Y� REV DESCRIPTION DATE INI SHEATHING EA 0 FLORIDAEXTRUDERS & SHEATHING , w o 1 O JEWETT N .'t SA EWE LANE 4$ a REVISED O BY OTHERS "fE5 U" z ,1 t) p�).. B NOTE i 7 10/1/03 RJA CERTFCATE OF AUTHORIZATION N0. 9235 SANFORD FLORIDA �oTWO BY WOOD .a,,. -- ADD REQUIREMENT TO w3 BY OTHERS,,, <3C TQ *T ft�i,'.'^� ) USE ADHESIVE CAULK ;.I ' ,' &,,� �' , `13 - 5H1M LOCATION. TITLE: INSTALLATION DETAIL W/#8 SCREWS OR NAILS ,. � _ SECTION A -A �aa�)1 C REVISED NOTE S. 12/1Q/03 RJA HpRZ. SLIDING FIN WINDOW SERIES SOLO �+• s REVISED NOTE 6 AND � � .'D'S4Z ,'i' TITLE TO REFLECT NAIL DRAWN BY: $B APPROVED BY: RJA Y, ALTERNATE DATE: 12/10/03 SCALE: N, T. S, DWG.: FLEX0028 _11SHEET 1 OF 2 1000 S.H. 1 X 2 X 1/8 1000 S.H. 1 X 2 X 3/8 JAMB (TYP,) TUBE MULLIQN JAMB (TYP.) TUBE MULLION DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION #8 X VE SELF #8 X 1/2 SELF iX 0R 2X MULL TAPPING SMS TAPPING SMS. 2 X 4 X 3/8 TUBE MULLION INSTALLATION SCREW moo s.H. INTERNAL CLIP SEALANT BETVEEN SEALANT BETWEEN JAMB (TYPJ WINDOV FLANGES WINDOW FLANGES A MULLI ON &MULLION #B X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS #8 X 1/2 SELF SECTION A -A (1) SECTION A -A (2 TAPPING SMS I E 1X OR 2X MULL (TYP.) 1 x 2 7/16 x 1/e SECTION ,B SOLO S.H. TUBE MULLION 1 X 2 7/16 X 3/8 1000 SR TUBE MULLION JAMB CTYPJ JAMB (TYP.) INSTALLATION TN ANCHOR SEALANT BETWEFLANGES 3/16' DIA, ANCHOR (T WINDOW FLANGES #8 X 1-1/2 SELF SCREW ANCHOR (TYP,) & MULLION TAPPING SMS #B X 1/2 SELF #8 X 1/2 SELF SECTION A -A (7) SILL CLIP TAPPING SMS TAPPING SMS , Q -1 Q1 1/4' MIN. \\ EMBEDMENT SEALANT BETWEEN SEALANT BETWEEN j `PRECAST S7�L BY OTHER WINDOW FLANGES WINDOW FLANGES DETAIL C AUXILIARY PLATE & MULLION & MULLION #8 X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) TAPPING SMS O SECTION A -A (3) SECTION A -A (4�) X 4 X 1/8 --L _ TUBE MULLION ///-I X 4 X 3/8 A A B I O- O / TUBE MULLION - - / #B SELF TAPPING SOLO S.H, SOLO S.H. SMS CTYP) B MULLIQN JAMB <TYP,) JAMB (TYP.) .EW IIL�.NMATION O VIEWED FROM EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL, INC #B X 1/2 SELF #8 x 1/2 SELF ,- n - 2540 JEWETT LANE TAPPING SMS TAPPING SMS w m.�'.'.�3 SANFORD FLORIDA xN n a �,� i IITLE:SER. 1000/1500 FLANGE SHEET 1 DF 2 11 m = LL z VERTICAL MULLION INTO HURIZON7AL SEALANT BETWEEN SEALANT BETWEEN ¢ m c m WINDOW FLANGES WINDOW FLANGES w o ;, C A ��y SEE OTHER SIDE < SHEET 2 ❑F Z) FOR & MULLION #8 X 1-1/2 SELF &MULLION #B x I-1/2 SELF o� �� )� t'(2 DESIGN PRESSURE CAPACITIES' TAPPING SMS TAPPING SMS SECTION A -A (5) SECTION A -A (6)Y. � 91 �') DRAWN BY:MSH APPROVED BY: WAB DATE:12/1/03 SCALE: NTS DwG.: 1VMHMFLG 1000 P,W./DESIGNER 1000 P.W./DESIGNER AUXILIARY PI AT APPUES TO HEAD & SILL WHERE 1" X 4' SILL (TYP.) r SILL (TYPJ IFDR ADmnmmL mc."Is, WHEN REwlmw & 2" X 4" TUBE MULLIONS ARE USED 1( 98 X 3/4 SELF #e X 3/4 SELF DETAIL_C TAPPING SMS TAPPING SMS _ SHEATHING 1 X2X1/8 © -� TUNE MULLItlN 1 X 2 X 3/8 TUBE MULLION HULUoN SEALANT BETWEEN INSTALLATION ANCHOR 48 WOOD VINADV FLANGES 0/- SCREW (TYP) & MULLION - EXTERNAL MULLION INSTALLATION CLIP SEALANT BETW N \ TWO BY WOOD WINDOW FLANGES #8 X 3/4 SELF `- #8 X 3/1 SELF BUCK BY OTHERS & MULLION 1000 S,H. TAPPING SMS SOLO S,H. TAPPING SMS SEALANT BETWEEN HEAD (TYP.)HEAD <TYPJ MULLION WINDOW FLANGES SECTION A -A (1) SECTION A -A (2) 1000 P,W,/DESIGNER & MULLION SILL (TYP,)SILW F-P../DESIGNER 1000 PW,/DESIGNER f SILL (TYP.) SILL (TYP.) #H X 3/4 SELF 211A G� A III 48 X 3/4 SELF qe X 3/4 SELF TAPPING SMS ` TAPPING SMS TAPPING SMS 2 X 4 X 3/11 1 X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 TUBE MULLION ` L--- A / TUBE MULLION TUBE MULLION SEALANTel SEALANT BETWEEN BETWEEN WINDOW FLANGES WINDOW FLANGE 1 1/8' MIN. & MULLION & MULLION EMBEDMENT ELEYAD4B VIEWED FROM EXTERIOR DETAIL R APPLIES TD HEAD & SILL WHERE 1" X 2- SOLO S.H. SOLO S.H #8 X 3/4 SELF #0 X 3/4 SELF & 1- X 2 7/16- TUBE MULUONS ARE USED TAPPING SMS TAPPING SMS a¢Araw HEAD (TYP) HEAD (TYP.) SEALANT BETWEEN SECTION A -A #8 X 3,14 SELF TALLATIDN ANCNDR SECTION A -A (4) TAPPING ISMS WINDOW FLANGES -'u0 WDDD SCREW & MULLION -woo SH. SECTION A -A (7) TYP.) 1000 P.W./DESIGNER SEALANT BETWEEN I000 P,W./DESIGNER HEAD (TYP.) \-HOR1Z. 0.1P WINDOW FLANGES SILL (TYPJ - SILL (TYP.) & MULLION 08 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS Wayne A. Block, P.E. -jf /- l X 4 X 1/8 ] X 4 % 3/8 C1. 8 Hwy 27 ENHEDMENi 1 TUBE MULLION // TUBE MULLION Clermont, FL 11711 !/ R Lcen a No 52583 FLORIDA EXTRUDERS 2540 JEWETT LANE <) °7` INTERNATIONAL INC. SANFORD, I`LORIDA ri TTTI.E:SER, 1000/1500 FIN SHEET 1 OF 2 11' C T ��� HORIZONTAL MULLIQN SECTIONS \ a SEE OTHER SIDE (SHEET 2 OF 2) FOR `-#e X 1/4 SELF 08 X 3/4 SELF '� DESIGN PRESSURE CAPACITIES 1000 S.H. TAPPING SMS It- SOL�SH TAPPING SMS , y ,?. HEAD (TYP.) HEAD CTYPJ ,'4 �A�E�12/1/03 WN BY:MSH APPROVED BY; WAB SECTION A -A (5) SECTION A -A (6) r . vl" A' scAIE: NTS DWG.: 1 HMF IN 1000 S.H. -I X 2 X 1/8 1000 S.H. JAMB CTYP.) TUBE MULLION JAMB CIYP.) -08 X 1/2 SELF TAPPING SMS SEALANT BET WEEN EN WINDOW FLANGES #8X1&MVLLIO -i/2 SELF TAPPING SMS SECTION A -A (1) I X27/16 X 1/8 TUBEMULLION SOLO S.M. JAMB (TYP.) JA #8 X 1/2 SELF TAPPING SMS -1/2 SELF #8 X 3 EL T PPING SMS A SECTION A -A L3 ]X4 X 1/8 TUBE MULLION 3000 SH. 1000 S.H. JAMB (TYPJ JAMB (TYP.), J.... #0 XI/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION #8 X 1-1/e SELF TAPPING SMS SECTION A -A (5) 1000 S.H. 1 X 2 X 1/8 1000 S.H. JAMB CTYP.) TUBE MULLION JAMB <TYP.) #8 X 1/2 SELF TAPPING SMS I X 2 X 3/8 ONE HY WOOD DETAIL C TUBE MULLION I BUCK BY OTHERS 1 /� CONCRETE OR MASONRY S 1/4' MIN. Q //� HY OTHERS /-Aocruc2cucLF EMBEDMENT,a �. ..IIII/`// Q I_ SEALANT BETWEEN INSTALLATIDN ANCHOR 311V DIA. WINDOW FLANGES TAPCBN SCREW ANCHOR <TYP.> & MULLION 2 X 4 X 3/8 #8 X 1-3/2 SELF EXTERNAL MULLION TAPPING SMS TUBE MULLION INSTALLATION CLIP U TYPICAL MULLION TO CONCRE TE E HEAD SECTION A -A (2) MULLION (APPLIES TO HEAD &SILL WHERE 1" X 4 1 X 2 7/16 X 3/8 1000 S.H. & 2" X 4" TUBE MULLIONS ARE USED) JAMB fTYP.) TUBE MULLION DETAIL B 08 X 1/2 SELF INSTALLATION ANCHOR #8 X 1/2 SELF TAPPING SMS 3/16- DIA, TAPC13N TAPPING SMS SCREW ANCHOR (TYP.) .. t SILL CLIP 1t #8 X 1-1/2 SELF EALANT BETWEEN P 1SEALANT BETWEEN TAPPING SMS WINDOW FLANGES • 1 ]/4' MIN. WINDOW FLANGES a MULLION EMBEDMENT a HULwDN SECTION A -A !7) Q ' -} 48 X t-112 SELF PRECAST SILL BY T R DETAIL C - OHE S TAPPING SMS AUXILIARY PLATE SECTION A -A (4) (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) I X 4X3/8 TUBE MULLION e A A (D 6 . E #8 SELF TAPPING \ -/ DETAIL MULLION 53 SMS ((TYP.)D H ELEVATION (D #e X 1/8 SELF VIEWED FROM EXTERIOR TAPPING SMS - n INTERNATIONAL, INC. w �mYa=F FLORIDA EXTRUDERS 254D JEPTETT LANE N M Y (�' �� ' SANFORD FLORIDA r (,_;_.;, TITLE:SER, 1000/1500 FLANGE SHEET 1 OF 2 Uo3 z° VERTICAL MULLION SECTIUNS SEALANT BETWEEN m = re r •X• r:: V 4WINDOW FLANGES m„ M ,.,: - ..,.„a,,.,_;, SEE OTHER SIDE (SHEET 2 (]F 2) FOR & MULLION am `o 1. ,/ s' < 43 DESIGN PRESSURE CAPACITIES X i-i SELF #B /2 E i eF V : ? c E._ rP N m� a A PI G SMS >, � �/) € DRAWN BY:MSH APPROVED BY: WAB SECTION A -A !61 3 �� �`L✓°..< DATE;12/i/03 ISCAL&NTS[DWG,: iVMFLG 1 X 2 X 3/6 TWO BY WOOD DETAIL C TUBE MULLION BUCK BY OTHERS #B X 1!2 SELF 11/B' MIN, ", . TAPPING SMS EMBEDMENT , -a Ln1 - 2 X 4 X 3/11 SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION WINDOW FRAME WINDOW FRAME & MULLION & MULLION #8 X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION SMS (1) SECTION A -A (2) 1 X 2 7/16 X 1/8 300( S.H. SOLO S.H. TUBE MULLION SOLO S.H. 1 % 2 7/36 X 3/8 JAMB CTYP.)� JAMB (TYPJ JAMB (TYP. TUBE MULLIQN c #8 X 1/2 SELF #8 % i/a SELF TAPPING SMS TAPPING SMS jy, 2NSTALtATION ANCHOR *11 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULL." APPLIES TO HEAD & SILL WHERE 1" X 4" & 2" X 4" TUBE MULLIONS ARE USED APPLIES TO HEAD & SILL WHERE I" X 2" & 1" X 2 7/16•' TUBE MULLIONS ARE USED #8 X 1/2 SELF TAPPING SHE INSTALLATION ANCHOR S DETAIL B #8 WOOD SCREW (TYP.) 11 �1 ,-SILL CLIP ��SEALANT BETWEEN ��L SEALANT BETWEEN TAPPING SMS &MULLION 1 BED MIN. WINDOW FRAME WINDOW FRAME EMBEDMENT & MULLION & MULLION SECTION A -A (7) SHEATHING-1 1 1T- #8 X 1-112 SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS DETAIL C F VWD RAMINO SECTION A -A (3) SECTION A -A (4) AUXILIARY PLATE 1 X 4 X 1/8 1 X 4 X 3/8 (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) TUBE MULLION TUBE MULLION O o AEA:�__ 1000 S.H. 1000 S.H. O - O JAMB (TYP.) I JAMB (TYP.) #8 SELF TAPPING \ - / SMS (TYP.)DETAIL 8 MULLIQN #8 x 1/2 SELF #a X 1/2 SELF ELEVA710N d TAPPING SMS TAPPING SMS VIEWED FROM EXTERIOR w INTERNATIONAL,2540JEWETTINC. FLORIDA EXTRUDERS2540 JEWETT LANE n Ov I G SANFORD FLORIDA N" a' �' c TITLE:SER, 1000/1500 FIN SHEET 1 OF 2 Uo3l T� VERTICAL MULLION SECTIONS SEALANT BETWEEN SEALANT BETWEEN m= w 2 z i WINDOW FRAME WINDOW FRAME ¢m„y .` E SEE OTHER SIDE (SHEET 2 OF 2) FOR & MULLIGN &MULLION m om .�!,,; DESIGN PRESSURE CAPACITIES #8 X 1-1/2 SELF #8 X 1-1/2 SELF c �i E , . `11Ii ems,,•. . " TAPPING SMS TAPPING SMS a -) +. �� DRAWN BY: MSH APPROVED BY: WAB S CTION A -A (5) SECTION A -A (6) U� :,(:,;;:-:.,:.,:: :,,,.,:. DATE:12/1/03 Is :NTS DWO.: 1VMFIN E .......,:,.....,...., ...._..., ..:, < . S 1000 P.V./DESIGNER SILL (TYP.) #B X 3/4 SELF TAPPING SMS X2X1/8 TUBE MULLION SEALANT B WINDOW F1 - & MULLION WINDOW FLANGES TAPPING SMS & MULLION 00 S.H. HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1) & BULLION 1000 P,W./DESIGNER SILL (TYP) 08 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 r--IIU-I /� TUBE MULLION PW,/DESIGNER (TYP.) - #8 X 3/4 SELF TAPPING SMS IX2X3/8 7 TUBE MULLION �#8 X 3/4 SELF ---1000 S,H. TAPPING SMS HEAD J E DTYP < SECTION A -A (2) 1000 P,W,/DESIGNER r SILL (TYP) #8 X 3/4 SELF TAPPING SMS ///��� 3 X 2 7/t6 X 3/8 / TUBE MULLION �( SEALANT BETWEEN WINDOW FLANGE & MULLION TYPICAL MULLION TO CONCRETE 0 JAMB (APPLIES TO JAMB WHERE i" X 4" I- & 2" X 4" TUBE MULLIONS ARE USED) Q CONCRETE OR MASONRY BY OTHERS 4IiItIM ONE BY WOOD�i BUCK BY OTHERS Q DETAIL B INSTALLATION ANCHOR 311V DIA. TAPCON SCREW ANCHOR (TYP.) `- MULLION SOLO P.W,/DESIGNER SILL (TYP.) 48 X 3/4 SELF TAPPING SMS //1-2 X4X3/$ Q / TUBE MULLION ` E 1 1/4' MIN. EMBEDMENT 8,I'll MULLION nwuc> Il �� \ \-#8 X 3/4 SELF `-#8 X 3/4 SELF `\ r TAPPING SMS TAPPING SMS `-#8 X 3/4 SELF i000 S.N. SOLO S.H. TAPPING SMS HEAD CTYPJ HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) SECTION A -A (4) 1LDo S.H. SECTION A -A (7) /// _ W7NDOV FLANGES HEAD CTYPJ //,/ & MULLION SOLO P.W./DESIGNER SEALANT BETWEEN S000 PAW/DESIGNER IFSILL (TYPJ WINDOW FLANGES SILL (TYP.) & MULLION IF #e X 3/4 SELF IN, X 3/4 SELF Wayne A. Bloek, P.E. ELEVATION TAPPING SMS TAPPING SMS 548 8 Hw 27 VIEWED FROM EXTERIOR /-iX4Xi/8 1X4X3/6 y / TUBE MULLIGN �TUHE MULLION Clermont, FL 34717 :` // FL Lioense No. 52583 INTERNATIONAL, INC• / , FLORIDA EXTRUDERS 2540 JEWETT LANE G3 tDw ? SANFORD FLORID' ' TITLE: SER. 1000/1500 FLANGE SHEET 1 OF 2 HORIZONTAL MULLION SECTIONS i a. SEE OTHER SIDE (SHEET 2 OF 2) FOR #8 X 3/4 SELF #a x 3/a SELF --'Y A.+,; q ` DESIGN PRESSURE CAPACITIES TAPPING SMS TAPPING SMS) Ka I `-SOLO S,H. SOLO S.H. x `�a .F �, HEAD CTYPJ HEAD (TYP.).ir W4� , DRAWN BY: MSH APPROVED BY: WAB ACTION A -A (5) SECTION A -A (6) 11DATE:12/1/03 sCALB:NTS DWc.: iHMFLG W w�++ U) O �=N(_5LU oo Jv � co F-- aOwQ i 'D O ¢o¢o U) M o z z �Of~z � � o W Qpw¢o u�N X IM 4 Z �QI--<z= U � WI` W - a�+ Cn O W< , n W U-OU_ 0z�0 Jm t LLLO. LL QO❑Ot- m0 LL !� ~O o IY F-- V W �- 0 LL 0'- �LL_LLJ Oz O 7N Q ¢C)OC _I- _J (Y) �W�wON=o�Q (�_zmO aJ fn(n cy¢ O a Op pLo CnX��9 Lno r`ti JWoo0 +rn¢ Ltd¢:<03< � z N Z (7zW <WT4 0 (nzOO =C4 W co �tpQ z L�ZUO W U)g_jL ® O O W Q LL 0 � 2 *k F• 00 H C� = ULLJ O = LL. IL „=j 1- O N d- z W 0-J 00 O E mot == O � Z m Z O O d W z � LIJ LLLJ O N _�� W }-Z� Z N lizl' c-I W O - = J c-I WZg{-jwOpm to M0N7 N 0¢M=LUV) M • EMI b�,ON`HW0 � {iW ¢1=�0¢��a C� �MNQW o mp��o¢�,ja OC �U_T-i=Q� 0 ~z� Or-��Cl� C o��WO 4 ®(nU�(nU) LLL 0)<n Cnnvz o Q'�Igz,g\ 0-sa. ri ❑ 3Ci�lo`'`^V` \y C 5 �' :SS , aft 1_; `S. YJg r.. �gi :p :.,1 oN <a `�:I J N ra. 13 1 st ' 0 m t�.-;g F >��•�� � W In W , ❑ � 13 a �Rr"" " ,, ,�• J MOggIn LL r ^ ,x CO' uw . 6i 1 a,.:e.:, ; 1� iftr;'? v16.y� Q w0 W Z % 3��\ , Ej ❑ saki.\\w _ \,w� ❑ s 1 xz6.' 'e s . z UJ O�z WC_3 ❑ x- J _ t 00- 2 > z:5i tz 3: U) Q N W = W 07°I¢O❑ � �❑❑O J M O I- Z ❑==U1LIJ 0 H U < < 0 MI W IN LU LU 0 �_�V z _ az[1-O z CO U) L z J p O U z 0 z = 0 W = ~ O LU tr LL. LU R 1 B I F LLI L Q' iz I-- = z I LL1 Wz 0 l" U 0 z W z O gw2 Q J U a zo :zG U)¢ E CO C 5 SHEET NO. � 0 W � S-14 Cn = coCn O LAST PLOT DATE October 2004 O N 11, WINDOW INSTALLATION INSTRUCTIONS (MILESTONE) - - ---- ______ . _ _ L_' i __� T1__ ill l CAULK BETWEEN WOOD BUCK & MAS'Y, OPENING BY OTHERS CAULK BETWEEN DOOR FLANGE & WOOD BUCK PERIMETER CAULK BY v OTHERS STUCCO! _ BY OTHERS INSTALLATION ANCHOR #8 SCREW WOOD (TYP, WHERE TAPPERS ARE NOT REQ'D, - NOTE 22) SECTION A -A AB CAULKING AT FASTENER HOLES REQUIRED CSEE NOTE 2). SLIDING GLASS DOOR FRAME SILL 1/4' MAX SHIM SPACE 7 MASONRY INSTALLATION INSTALLATION ANCHOR INSTALLATION ANCHOR 1/4' MAX. SHIM SPACE CONCRETE OR #�3 WOOD SCREW CT`r'P, WHERE 1 1/4" MIN, B 3/16" DIA. TAPPER MASONRY OPENING (NOTE 17) TAPPERS ARE NOT7 EMBEDMENT 2X4, 2X6, OR 2X8 WOOD BY OTHERS ONE BY WOOD CONCRETE OR REQ'D, - NOTE 22) ONE BY WOOD BY OTHERS (NOTE 6) MASONRY OPENING BUCK BY OTHERS L' BUCK BY OTHERS 't BY OTHERS (NOTE 11 & 12) (NOTE 11 & 1LB\ INSTALLATION ANCHOR Q SHIM AS 48 WOOD SCR NOTE 23) CAULKOK SBREQ'ETP (SEE SLIDING GLASS CAULK BETWEEN &EN !`� (ANCHORS SHOWN IN SAME WOOD BUCK SEE NOTES) DOOR FRAME WOOD BUCK & PLANE FOR CLARITY ONLY. C! \ � HOOK STRIP ANCHOR HOLES EMBEDMENT 1./4" MAX, MAS Y, OPENING SPACED 2" APART ON 1 1/W MIN. © -HIM SPACE BY OTHERS OPPOSITE FLANGES,) EMBEDMENT SHIM AS REWD. (TYP,) a (SEE NOTES) SLIDING GLASS DOOR Q \� HOOK STRIP ` A INSTALLATION ANCHOR 3/16" DIA, TAPPER (NOTE 17) � - � 3/4' MAX, TEMPERED GLASS CAULK BETWEEN (TYP.) DOOR FLANGE & WOOD BUCK TEMPERED GLASS / PERIMETER Q' (TYP.) / SLIDING GLASS CAULK BY CONCRETE OR L.�. STUCCO DOOR FRAME OTHERS --.MASONRY OPENING ��� BY OTHERS HEAD S,G,D. WIDTH BY OTHERS SLIDING GLASS DOOR STUCCO INTERLOCK N STRIP DETAIL BY OTHERS HOOK K ``,,--TEMPERED BY (TYP,) •�IECT ON B-w-B IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. DOOR HEIGHT GENERAL INSTALLATION INSTRUCTIONS A 1) SHIM AS REQ'D) AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4", � LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING ZB CAULKING OR SET INTO WET" CONCRETE. REQUIRED 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILICONIZED ACRYLIC (SEE NOTE 2) CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE, CAULK BETWEEN BACK CORNER OF SILL RISER AND INSTALLATION ANCHOR. #8 WOOD SCREW W/PLASTIC ANCHOR (TYP, WHERE TAPPERS ARE NOT REQ`D. B ` SEE NOTE 2e) LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE NOTE 2), SHIM AS REQUIRED (SEE NOTE' 1), ll SHEATHING BY OTHERS STUCCO _.} OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS !� / B CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION, LATION, f 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BLOCK FOR POCKET DOORS. B B 4) ,IAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER, a) DOOR FRAME MATERIAL' ALUMINUM ALLOY 6063, 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HOOKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE A B MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4,2 AND THE ENGINEER OF RECORDS AD DETAILS. EXTERIOR ELEVATION 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA 2 PANEL DOOR SHOWN EXTRUDERS 500 AND 2000 SERIES SLIDING GLASS DOORS. (SEE NOTES 8, 9 & 10) 8) WHERE "X" REPRESENTS MOVING PANEL AND `0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED A ON THE ANCHOR INSTALLATION CHART. [SEE SHEET 2 FOR CONTINUATION OF NOTES] EMBEDMENT] C 1-1/4' MIN, o 0 Mz INSTALLATION ANCHOR 0 3/16" DIA, TAPPER (NOTE 17) CONCRETE OR as � MASONRY OPENING 0 � BY OTHERS E DESCRIPTION DATE IN ITERNATIONAL, INC REVISED NOTES 1, z, �, �'� FLORIDARIEXTRUDERS 2540 JEWETT LANE B 12/18/()3 RJA 11, 12, 13, 16, 22, 23 Ft CERTIFICATE OF AUTHORIZATION N0. J235 SANFORD FLORIDA 31 AND ADDED AND/OR REVISED RELATED TITLE -.SLIDING GLASS DOOR Epp 1000 & 2000 REFERENCES AND/OR MASONRY INSTALLATION WITH NDN-STRUCTURAL ILLUSTRATIONS. RENUMBERED BUCK AND TAPPERS NOTES 6 TO 10 AND REVISED REFERENCES TO DRAWN BY: BB APPROVED BY: RJA THESE NOTES. REVISED TAPPERS FOR Z DATE: I2/18/03 ISCALE., NTS DWG #: FLEX0021 SHEET 1 OF 2 FRAME INSTALLATION SHIM AS RE'Q'D INSTALLATION ANCHOR —DOOR WIDTH 1/4" MAX, SHIM SPACE (SEE NOTES) #8 WOOD SCREW 1-1/8 MIN. TWO BY WOOD BY - CAULK BETWEEN (NOTE 21) EMBEDMENT OTHERS OTHERS (NOTE 6) DOOR FLANGE SLIDING GLASS & SHEATHING TWO BY WOOD BY OTHERS DOOR FRAME JAMB \ TWO BY WOAD INSTALLATION ANCHOR (NOTE 6) #8 WOOD SCREW (TYP,) �F r� BY OTHERS (NOTE 6) (NOTE 21) (ANCHORS SHOWN IN SAME CAULKING AT FASTENER HOLES REQUIRED CSEE NOTE 2), SLIDING GLASS DOOR FRAME SILL 1/4' MAX SHIM SPACE v Q 1-1/8" MIN. EMBEDMENT 1/4` MAX, SHIM SPACE TEMPERED GLASS (TYP,) PLANE FOR CLARITY ONLY, HOOK STRIP ANCHOR HOLES SHIM AS REQ`D, SPACED 2' APART ON OPPOSITE FLANGES,) CSEE NOTES) SLIDING GLASS DOOR - HOOK STRIP INSTALLATION ANCHOR #8 WOOD SCREW (NOTE 21) CAULK BETWEEN TEMPERED DOOR FLANGE GLASS (TYP,) CAULK BETWEEN HOOK STRIP & WOOD BUCK 1 1/8' MIN, E BEDMENT (TYP.) J_ 3/40 MAX. SHEATHING SHEATHING BY OTHERS SLIDING GLASS DOOR PERIMETER SHEATHING INTERLOCK CAULK BY BY OTHERS HOOK STRIP DETAIL OTHERS STUCCO - - OR SIDING SECTION B-B BY OTHERS IMPORTANT INFORMATION & GENERAL. NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be A . followed fully, GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REgD. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO / BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE, 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAL) & JAMBS. LIBERALLY APPLY SILICONIZED S B ACRYLIC CAULKING UNDER SILL.. OR. SET SILL.. IN BED OF WET CONCRETE, CAULK BETWEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER B� INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP ' 1/2'A & BUCK FOR POCKET` DOORS. EMBEDMENT E.._L EXTERIOR.ELEVATION4) .IAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER, ' PANEL DOOR SHOWN S) DOOR I^RAM1= MATT RIAt: ALUMINUM ALLOY 6063. 1/4" MIN, (SEE NOTES 8, 9 & IQ) 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB ANf? HOOKSTRIP TO BE SECURELY FASTENED TO � � SECTION 3.707 4 4 3 ANE1 THE SLIDING GLA DOOR FRAME HEAD TEMPERED GLASS (TYPJ DOOR HEIGHT CAULKING / � REQUIRED (SEE NOTE 2), p TRANSFER THE LOAD TQ THE WOOD OR APPROVED FRAMING MEMBERS PER FBCr o ENGINEER. OF REC'.ORD'S DETAILS. —°--^® INSTALLATION ANCHOR w [SEE SHEET 2 FOR CONTINUATION'O! NOTES] #8 WOOD SCREW W/PLASTIC ANCHOR CTYP, WHERE INSTALLATION ANCHOR TAPPERS AL7E NOT Lai Q1T), 3/16° DIA, TAPPER � � N": ��`� ,4� ��%� . < F . .b� yy y2540 REV DESCRIPTION DATE TNI INTERNATIONAL, INC. FLORIDAEXTRUDERS SEE N(JTE 2II) (NOTE 15) y� a y H.: w ay o_ Y`, .. JEWETT LANE CERTIFICATE OF AUTHORIZATION N0. 9235 SANFORD FLORIDA B i REVtSEiJ NOTES 3. 2, 3, 6, 1, ADDED 12/18/03 RJA ZL CONCRETE OR '�� g z 3 y5 2D, 28 Ee 3t3 AidD AND/OR REVISED RELATED TITLE: SLIDING GLASS DC1L�R 500, 1000 & 2000 LIBERALLY APPLY CAULKING MASONRY CII'ENINfa �� �,?' �y RivsRr�s"o NOTE UNDER SILL OR SET SILL IN BED BY OTHERS J s :y ,� y. 20 AND RELATED r FRAME INSTALLATION WITH 48 SCREWS OF CONCRETE CSEE NOTE 2), SHIM AS REQUIRED (SEE NOTE 1), 0 r f � yX `�s;>.;: x'-.. 'y, NOTES S�TOO Si oR& 2111E'OE29 (� {� n /; SECTION TCI1 O;.�y..•,,.,".':r¢sxas`„` V. AND REallSEO REFERENCES TO TFS DRAWN BY: BB APPROVED BY: RJA ATE: 12/19/03 SCALE: NTS DWG #: FLEX0027 SHT I OF 2 `. f t ii s� ``` `2 TTHME AAF'ERS GXX 3—PANEL Doors. Q � �++ O Ldwi 0 N �_ zQ LIJ <o�z 4) Z Q W X�=O ® U_ In U OOZU 1 0 F— ® a w ¢ �YE- U) tZ 0 z UjOf W O w+?wp o Q LLJ Q z = O U) �Y `'wi m (� �w le in w � w U) Cr + U) U c5z?�o 0 X LLI 0 (o tY l— < w � O U_Lw0-Y a zm i)0 �Ua + ww<_j NN �0o_ �-y = I— --;¢ V < M J O 6 00 U3 o¢uio¢ aoGo _j W J p d 0-0 0 ¢o�¢o + + rna �r�r v c�z,L, Qm� z o W�<L) wGG)tCi j ® 000 O w ¢ LL c � _r F- oo a= LU �u-L d J H N d W0W5WLLzaW U) o XWo oN �m o U) awl. �ozz�Q�3� �_ mm nod i 0 CL > w O 0 OQ g� 0 Cv z ,� N SOW �2LU(n w 4LI ri�ANN JLij 0 0 I � ® C CO w +2 m0=04�QQ �: piwi�=Q O w CL LL)0 ® tn�0U�!-.O-I F--�}��1=-0CIf ® o`tOf�0 Iw- F- U)L) (n � 0)<0-U)L)Z o • CN Cf) L6 z CV LU W LU Q z Q SHEET NO. a Z ❑ W ® f' N ]n 0 U, P f`IN ppew� e� J U' u' _® a) ® 1 Q� W rq tD ❑ ❑ e� LL _ In LL e— J F- Q Q In IL ' W W Z U ❑ V 0 z w z L LJ J 00-m> Z2_3un ¢CNQ=w C7 0 0 z=000 fr Lj LLJ oQ�U)of ::F W o U >- L z z U) H �cwia> � Z p w O U U z 5 Ld �i-o LL. _ Cr C "3 w w m=z _ F- U w QO0 � U CL z w �w� n- z O U a= 1 S-1-5 m 0 LAST PLOT DATE October 11, 0 O 2004 SGD INSTALLATION INSTRUCTIONS (MILESTONE) 4 MIAM ADE AILIVNIJ-DAD9 COUNTY FLOfUDA METRO-DAD-B FLAGLER BWLIANG 140 WEST FLAQLFA ST."'ET, PRODUCT CWCM L VtJA -375--2908 This being issuW un4o 0 'on r gulations governing he use: of mterals. sdq� bas Cowity Iho*t CorfW Division mid zacqpted by VwBi6ar4 �&f Rules and, _A�bpeas (BQP,-k ed M Da4 Qqurrt -s where allow� by b rthe Au HaNiug, J*8l"Q11.WM e -piration date., stated belm,�. The�MiamiDzde County Ptod Control x uct D (Jn M-i IAareast other than erve the right anv Da y.) and/or the.AS thave, tested q4ahty If tbis.�product or. Enaterial...4ails o perform in Ole: �aczepted matme� WoirAhe expensc�Pf �lkhtestio ondthe AID-=y immediately revbke� or suspeud the use . of sucliprodtict or material within their jurisdiction. BOM right torevoke this acceptance, if it is,4tterrmned tIcy Nfiami4)We County.product Control. Divisiov that this product or inaterial lails�to meevthex�q ts. of the ap ding P buil 0& This product is approyed as desen'bed hi=in, and lia kfeea desigped to.comply withAbe HighVelocity 14urricana Zone of the. Florida BWIding Code DESCRIPTION': 1,admark 30 (an&AR) (and W&T.ratki QB) ,.Landaiakk 40 (and-,!AR)�.(and. NVIdeTrawk 4,T QB) LARELR�G- Each mit shall bear a permanent laW. wWrthe manalacturees'name. or logo, city,. state and following;itatement: "Manii-Dade County.11roduct Control. Apprmed, note Ifemiu, WNEWAL of this WX shall bt considredaftr A. renewal application -I. -has �een fllod4lld there has, been no chanee -in the amlic 101it ��Swr nc _A417Y10 f Ck TE'RAUNTATION of thisNIOXvvill occur-a:fter the or iftherd has been a retvnisiort orchartgp in the.. -ole, product or pro;m5l . 5� ofany prodiii�t, -foi sales. adverusin ef - urpow: gutoirlatially temiinate this.N" Failure to comply 1, . 91"Aily:0b -P with ifn�section of this IN10A. shall be; vause and renxiv4lof NOA, The NOX number preccdicd by the� Nvords Miarai-D&de:0Wx* Florida, and,followed by. the, epiration date may: be;dispjayed, it 041A. provided to the, user,by tboniaaufacturmori t% distributors ,py: ot to d sho for in8pectionakbc, �ob a tbe request . f the Bufld*g.:0ffi164l, 'TWNOA consists of pages.l. tbrou& 41� The subinitted documentatio RRC NOA, No,- .ExpirAtion Date.: 0.21,28/07 of 4. 6,, LABE1,NG 7,,1 'xpplic4fioaft 15��IdinZenriit shall b� accompWiled. byto I Plei of tha following; 73.1 IbisNo tice of Ag.ceptmwo� 7.1.2 An, other i opeAts. d y b ui� Official or the applitablit, code in y order to properly ��v aluite, the itallati is w em, Eaves R00FING MRRN.IBLVAPPROVAL. '07,310 Asphalt Shingles Vmensional :I. scon TI-4s reises, Ceritainllood I-andmark 30 and; 0 (and Wid,eTrack Q.8), CertainTeed Landmark 40 and AIR *d Wide`�ck QJB)�.CertafnTeed LaAdwark 1.50 sod AR (and WideTrack QB) hingles d CertajnTee4 Corporation, desci ibed i Section 2 of this'Nlofice of Acqeptance, acture bX Z., PRO DUCr DEW h�odu�t Leat Produq _Dftcri 62A Cer Lndmarlc- 0 PA110 :.and Q x 3 8 1/4" A heaNy weight, 247lb/sq,, dimensional AR (and WideTrack W)l asphalt shingle. Certainteed Lanfta*40 and BX41' x 38 W PA I 10 A heavy weight, 2641b/sq, dimensional QB) uphalt shingle- LandrlarkS . �P,ik.11o A heavy weight, aA4 13VV%38 2961b/sq, dimensional AR (eind Wide -Track QB) asphalt shingle� Acip esory� Sbiv W es lllarJous proprietwy Accessory shing] e for hip ridge and starter strip applications., 3. MDENICE SUANTIWED: Test Agma T.e"It LdLotift est;N�;lae/,Re te U lhc�. R684 UL 790 PRI _1k_Vba1t. IM PCW01-0 2 -01 PA 100 W/U/01 11112/02 Undem-riters Laboratories, Inc., 94N4I,".9632 Wirid resislance. PA 107 11/3,0/00 021\TK42448: I . .......................... . . . 4. 4.1, is: not part of this acceptance-, refer to a current koproved Roofing Materials Diectory fbr fire. r tinp 4.2 hall noi be on roof incam foigbts in excess of 3.3 ft- in. eqn1pli e with P,00flng Ap ar plication. Stand RAS I I 5. I Flashing shall. be ift Applicationtandard. RAS 1, 15 5.3 The matiufct pro.�ide�cleait M. Exposure arl course. layout s0l be in. compliartce with Detail'A!, attached. ) ail ' tt -h 1�t tJ3 , a ac od LANDMARK 30,40,50 (ANDAk) Approval Date: 03127/03 Flage 2 of 4 I13 114' LANDMARK 30�40, 50 (AND AR) - WOMACK OB (Low and Stamdard Slope) 38 3/4" 13 lie i Z' 14 34" 12" LANDMARK 3Q., 40-, 5.0 (AND �AR) - WIDETRACK QB (steep slope) END 0. r,. TLUS ACC.FPTANCE NOA N04 NOA No.: 02-1219-03 . R x0ration 'Datt: 0 , 2/22''W07 ftpiration Date� 42i'28AI7 Appraval'Oafe- 03/2710-4 Approval.Dste- 0,3/27103 P*vge 3 pf 4 Page.4 of 4 0 kl A NN �: 4" �, .............. ....... ......... I ......... . . ......................... LAMINATED SHINGLES' itWOODsCAW SERIES itIoIIIoi folir. $IN' 0,lfls am rNilfruf for 41 liv Wlq, ire ist n-c,i $tl filmoth ON il"d te All' I1w to I om Ilite IVim) j� ..... ....... IL it....... ... ff I.............. tittANOMARX R DINUMNS it .. .. ...... ........ .... ...... ............ . . ........ ...... ............ .. ............ ............ ...... .... ... ofy Itxsi� iI'X iV e. 5 ........... ........... . ..... ........... ................ .......... f4 follow tlet oM lie Ilio k.k* tieilt o-.4t V41 hm iIffft :M t............ f I r. z 4 t i A�4 .ORE IAx �z oI'Ot �W. IIIit + aNd ftyteti )�J i,if iit.. . . . .. . . ftofINpz We fo ibe or fileN,1,ti t7 777— E.R.# G006871: LU 0 LU L15 < 0 C) U_ UJ or_ < z) a U-1 �i = U_ < < LU Cr 0 0 :D u- 0 0 z 0 Ld < a- 2 < 0 < 6 UJ rr �- z X U_ LU <Z=0 0 LU < 0 Ld �< u) n P- < Z Z 0 F- 0 < :Z) LLI — LU CY = Cl) < z U) UJ < LLi CD Z LL 0 < 0 0 < C) L) 0 Z 0 - LLI F= LJ UJ 0 a- F- -J < < M D rr _J Cy < (6 (:t) <- ct) a-- _J -, ��: _J LU _J 0 ,- _J > < Z = < 0 3: < 0 4) (a — Q 4) - U) 4-0 < Q 0 �g 0) LULJ 1 U) LLJ U 114-) - �/ 0 0 W z < CO < V) Lli 0 __J (y) LL X co 0 LL < LLJ 0 1, CY) 0 < co co LL N 0 0 00 00 Cl+) - 09 C9 in 0 r__ I`_ 0- 0 0 < LLI 00 C14 z (D — 0) C5 Z W ri U) 0 0 Cr C,4 W Ui 0 (y) C) ri *b 0 W _J < 0 U) W) z C\J I z 0 L.0 LLJ U. Li < 2 0 1: = * I.-- U_ W 00 00 F- I z _J LL LL IL Q 0 - _j I < N 0 U) — IS) Z Ld 0- _J 00 . LAJ z 0 E -,t 0 LLJ 0 Cl) E5 CI) LL_ Z CL LL1 LLJ Z _0 0 U) X LLJ < LLJ C"I ZD C/)Mzc)o LLI Q) Ld z ft < Z U) LL Z M < U_ 0 0 < CL LLJ (1) LL_ 0 LL] X 0 < U) 0 < — Ca W N _J LLJ < LL1 a� ?: (y) 7' X W co 0 -D 0 < ::) < LJ = < LL od ED 0 U Pz >- 0 cL Ld U_ Z:) 0 ZD < X 0 Z5 06 L�j 0 Of I 0 Z F- 0 F— 0 [:] C/) _J LL LO C1 ILLI < CID < a_ (f) z 0 0 tW :3 c3 > . . . . . . . . . . . En M C3 w tD a) U UJ LL 00 W 0 z W 0 G L z zw Vi LU LLI Z U z Z LLJ z ri UJ 0 > L L, �4- a o C'm a W W -<J W W L6 U) LLJ r-1 rr- LLJ :2 LL] 0 L) LL 0 LLI > 0 LL, L) < z 0 0 0- LL LL1 LLJ F— z (LL, rro 0 < = 0 0 CL Z 0 U) z LLJ 3: S-16 U) 0 0 LAST PLOT DATE CN January 19, 2005 @ SHEET NO. ___i_1 ]I, - V_ I .Omr& I 1 f4% . (":kj r* - " " . �ti-INGLE MUN" - MASUO"NRY ,,� . MXEJ� "Or IVE 111211". s �. sit I . TMIIMW�1`11"\ _____ ` , 1 ,6, 4\\\,, , A , . I I . � �41 . -imm, ft"mm. I , I . W"a" I I . a �,Rmmvfzu. mm mx p'%a,,,,v,,_,._L--, OR ev MM A= � , - 5ES2� 0XV&-mm - I 1? %W 4 Awo, Ar vam wwsu_Lwoo.-woft *,qm �m spv�o sw, wx . �4� i�v_.Wlv, *6Z a Vol I " . . z wmw 'n>,Wg WM' AUMNW,V i%s.%: - 4), mt avoi; okv 6 wob.ft' . � , T , , I - .W. Imi � 0 11 .1 :4) =106 on I I,% AW%13?_V M1.1 �13*%Awv toll a W'S7Ai,A'M.JN A,z,g>fo�, -, CREW $80)W (-cei,') , I VKWA*�� P.-IMM " \ .By miiuls I (-'kVt� --�� ff�1111� " e� - MM� Al 11 'I .1 2 ��N,�i,ly �!,z 1�wl A_ ,F ME ,��tg I Qxr=e � V��l -tv,,�_ 1IMPOW FRAIQr $U . . � .1 1� . . . , ,f� , , I,, ,I. � . ,,�- . L;,� nftMflm,�,�,", F. -, 1) v OTKt"' , � . ,f ___1 f I - .� ,44 *CREW __�, . #1 . 1§�IVIAW . WIN �,.4 / AVORM %,iok" � �/ (TYP-) I �x .. t, I/ . " ,&xrZM0'3 _, ,x". // / . IIINMf / r1t4��. -�i��,, or�M I . ., , , als$�rw�p,f 41_11%111,1s� _I/ � %kl f I ?�� . f , MRS G * �7" I T�4, Y " . . t W,W,9 �� I" Mv%s . � 11� "I.., � _�, .. ,,�,_� c-MM 00-011 , , .. 1. ,�, , . 1, T. �< - ,� - �-. I �*_�... "Vol-, � & 1;11w. Z= - = - Z= opmXf, . : - ,)\.,��, ay dKw , � , - 1� A ft'PAUA-*q ., 11 I It= '. , _� 0 U'A I � �, " , � TAPQVIN _q%M)NR I , � . "�._ !� ,,, . .. * � � I'mm 99"09 I , _& 1�\ 'ill lxp� \_ xr," 'Ir a 1, 01,M19. �� I.. . `Q1.111 �,Ml Wll.___...,.'�,_P�11 �t`_!= I VAL I I � I w �w A-14N MJ_ �M - ; . , I 1. .�, OR T1111MOTAT, I ,�,_ , v i I j �5� - � . � pnism: A ': . 7M pg_ RE i - . Q4 I I i - ...... OAPAOTY lt,Q,A " .. I'll, �� I'll .... , I I : ::,G 0 I , . IN PV w I RT . —I* I I I . ----- - zt�� . - waxi, I 1. � �. ,�m GEN i= 7-7ww� _ . I 'Aft . : 11r, I 14 15 Yo A. wi It m X.,V .jA � _" . I -7- , " :� i; � 'fR3 �. I �c I , R, PION - �� or . I - 1-4 14 *0 e"', -�( c V, �60 . 64 1% � - _-RV . :,c = ,4 -, 1�1 I 14 . ve ,( - '54" " M . -W2 ,,m � � 1�47 - 001 .. I$L I x a � 0 �t � :,,� ft � a V. . :z- :7gg " lm , 2 , ::1 - g, - 11 N � It al,*A __4__Ac ... .. � 11, �x , _i�� 110*. ... Z,+.- 7-�,jg- _'1114.1, , �^ - :itg " .it 11 , . 111� - ; 4, IVI ,� � _ . . _".4'i.l -9 I �_Wz: , . , zlif � 1" _�I, I 7 -o, 1 '11119 p .%K� r� I I A" 0 . . .2. - 4 g; ;K;z -,,-, - . ,. , �.. : _,,� .�+4- -M ��o -, -V :m , �c �� F ..... I �,, 31 ii; fv,41 XUZ " 40 -40 . :1400 � - iz � , �8 . - . --J�f.afxx �ft -� _jj�_ - Al -1 _�a� _�_4.,Ae_ - I . . 0 ,.I . . . . =1 �w v% x zi� " `,� :�,-.Ili tZ - , ,�" � . F.% nozi L A 44 M X i llv� 3c, R ut% I - " . Iso . 1 1 44 . 1� ?'"I'm ' ,a. . ft 1 I,M*�$ 'v ' JO: 1A X &�-- 4,14 * z -40 -vV . -40 2� �� -7y zo �q Ale , 111� ;�oo .1 �W_ f W YPO( i�; w 4A ii ,,x - M4,,3 ,�, -,�,, ,.. " , - " , !�� _40: 64 t. � - �_ , 41>, , �Io -", I . � W - 1. � : _-Vl�sl. : Ac . � 11 A-C r " 219e.21 - . I ,,-,.- I . � , .24 . , I , , . . - � . . ".7 X. 3ar 1 � v va . :" 0$ , '. , ,.% x-, - , - �, 914 I - ,g I . .� � . 1, 157 I i ,-4 -.V � I -V I :W .. A�c I 3 " F;A"At � IN I 1+ IM - El � ; ft� . - .,� I _* . � . N� , A14,11 I I z I '25� * . IT . I IS. I I :1 , - _�.$. , A.0 F,0�4�4 , V. k a � I . _,�a _M � �_" F�Qw 1 ;w I V x " , ^ " . �o �11 :� ", I 30 . V.0,1;� , . �9? - - _401� _. - tr I 4-- � - It- - � - , =. 4z x % �,14 � 1-51 _V F, I 14 Ow, 1 4�W , 4 'q- x W." . 4x x z"s 4/.4 '1_10 -40 144 . :1 -40 3*1 1 A,p 'hlo I= TWN 400 4M * x 06 4/i , 42 x 63 I . --2 o - Z . . . I ke M� I � ,42-12 42)(1/2 �-44� -4 0'4 -4 _4_1 1410 . A -W- --*"— -,.:--*- .. � ,_41U� . � �W: �-� - - -�. , � � . �, " . t1: � � 1 F,o� = 40.X.W ,w -0 -� - - I .1 I I � . roAQ � 144 x W." 41 �,$ - . , : - Ile FIGM W'" .- * xU, Am 14* � � - 11 . . I FAV � 4S4,14 Ox W66 , 1. -4d - - 11 FAMA 1 4a , .4 x W -to' - 7,' - I Wil ;! � ,tm "I __dvf_.%1 � I , , � . . � _, ,. . 1 �'; I ,� W. I -.1,4 VA x a AM _R* -4 - + - . - I �Alc � AA I pr R 114 � $4 - W IAX W 1A ��4a � - .1 . A4, FAN't � � Z++4 j,4 x 64 *,� -40 A10 110111 fIq Nkaw- 43' +IA:x 55 XA _40. -40 - -1 h10 K" __i6o. - 40: . . - f,Aoxwl _A_ _10 11-4 9. �44_ 1 1 I z , _�L__L.__.Jb.,__w_ Mq , " I pmum ggggw, M ,. imwt A�v , op w Is= W -1, � .... �, . I ;tofts. f". gw"tKv"%*pwvft '. HAS por T #omoaoo WF= em.MWIM.111 1211 rxllff.,"114�. wmw . I � I .. .1 I I .. . . I � .. �.. 11 11 I . ... . I .. . . : � . - . . ��1111%111'11* . I , 71NIP-1111 I'M -slif�4 ASAMM, Z�,� �o '0,,� , �i��, , I � J� ", im"'N' �EV6 ,,, rm ,mn , 91,10,,l - 4,4ww Fii.A�RR 44, 1. fl-12 k 16-.1111IN mo \ / � . .. . �, - � � I... .. . I 01 04'4M.X"""M Altzkoq- Stp;z'w n,�Rovo,l z,-i.p,) �� � .. . . � / �,,___ I , _11.,-x )!"� "'e;f, 4� owi-m I 1. . - , ��',.,,�' - �,' UTIMMI, ,� ,1 �" ,/11"� MA 111'r,14 f. ,,- ". 1 SY Q��Wg$ ,I: '. , ,/ , �� ,. � . 1. 1 I I — I :: I - -,-,--.---. . . . . . . . I'll I ,,, I ,41 It" , , .%, Mi V , !.. . v,l&�pm-q,,�T —, SIZE, (11111� / M�Rti —8r � , 1,.� I ., , . . , , � � . , � . . L 11111-V ",\--,. ;�Ii, "\ I1, .\ ", . M.", : 1. . � � :.,nlmi \ a .f —�� imov" "'s m,4 --------- *4* \ �__Vm"o TA$K . A ,rl� ,1),nf� . I .11 W�ftft \ !�,� pzRv4-,,V � NIMIK, I �y ol"'t'As ,. 1. �. I I I � I'M 11 I I �11T �,�-QQTTKO_N? � � I I I � I � . - � &����� Jw vw:4/r uw� fum"E'4T zwo wowtiw Al A1.4 ORVM+ . tjM . . T� Wt MWOR WAMYTY U-MV %10 MiXV f.A"M $M I I - . .11, . - —-_�--,��- �__ M11W �,� ___K,�t5lt:M�WMC DM_1;,.NzN , AWk, -, MRc-i12Xft' 4 r--� ------ ,�_, I " � ....... � - - OR CRART I __ �, 1. . K��, 6� ,:qz sm,vm " �., I , N*� OF ___ . 0,0�0 SNA, NWV� � ,,',� eft , . , . k" + , .-, - - - _0 I �,_ (,kl ,1�11_ _,� - , ., — � 41� ,- i� v. , .. wpv � � I 7-i-W A .- "' , . , FRA�i, . nm"w , ,+ a , .. I - _TW,t-:!��— IRG 1 t: i . max -T '11111 �� iiit4 , � 0_ mmim, ;T -,— Z iwi - , I 7, x � . ', " , xz it 11.6.X W �'iV14_1*_7_':_ ' I 1� . iz & -- I - ... f- W� .0 k�,q - . _v! I'll, , ,r�� . — , - :� �- I F . -TIT 2 3 2 " �,� � .i, 1. � 11Z, I -Z .. .2 T- � I - I ...... 2 - . , I �, . I 1. �, - LL I -1 �, -1 - 4 - —7— "I - � "I - 7 —1 -zox �* �,w ik, +%- , —*45� �,�_. 1� 1 . 1�) ik:K��a �13 � __ 41s 1 zi .. - ��4 ; - I . " — � Im i I il . I s , , 'k .� ,�i 4_1_1,_ 7 ., , T� � � , I .1 I � 3 �, , 2 z �� .. .. .1 I 5� , a . � 2 21 " � � I _4 11 4_ -1 " - - - � am _-K . * "�� 46 — � 46 1. . 411) I � I ; _� 2 : �, 2 il 111___�_. __#� .. . . ,I? � -F �', -+- 4 ,-I,-- - , . zvj,�Alc I .� . , "I 4�� ok + '. . , , . � I, , , I 11� �z V, ii. .) z �% ____*M� , ." x R,;F, . i� -k w ,$� _l� _11111 -:-�,"�--.,:�,3,�:-,!,k"��,����� . " .,� 4 0, lisf 10 e :, 41, . 110 40 , ,� w i ,I- , ,I Z, � I . � ..... " I -1- .11 - I ". I . 3 ... 1. ,� - i ,� .. A' , �� ; I" � � 5 9 .. z .. 2 �! i - - Z ,� ,� - � w.-A__ z 211 4. 1 _AIR-0-v_� , 11,, , - N 7 t:� , !, 'RA . 4,0_ . __1L9_ -41 � , � Z - .1 46 � , " 5 , t , �, 1, i_ ��� . 3 4 �, ., n '� _4� --III- �� I . - - --i- , . 40 K to ___ffil, �4111 3, X . . 'k __$§�_ 14r, 49 I .,\� ,z z �i, I N Z� .. I JL�\Lj . .. __'1_ "..."-Z-1 �5, 1� I Ili ,,, I z 4 L, I I . , 'a- '.,��J�, '� -_Y�- , Z 7 ... ... ::��____A___:1_3 -4 _E_ , " �� wwclo ,,, $T,41� � . . . : 0W.V'sni� � � . � . . . I � ,--*\, ,�,.--Miw\R oyl�,� I � . . .. ,� � I �,/ I 11 I : x___41 1-11-- � ,( . I . �... _ . � V I '�' �.... Y. — , - I +1 i f 1 "7 i�� :�, � I : .1 . I I . / . . . � I r I . I � , . /A� I , 13 ',�i`W ,* lk&D. 8WAIMW Ti�, .1 'k I I - - , ckor.wirmi'Amoo )�ii�poR mazi Lo'�I� m.&,if=:i**',t M')�, 11.14 � 0 I SE 1/4 . . . . , 1. v, qw�-, , _t__ �� 2 A_Iwdoft�z 1�,�kjjm,.SrAr,r, to.- �, Y QMERF, / � ,I ", 0, �- ), 1171/ I . I �it) !'!F?1� !!!WK 11M'V"- �_' ,A�,W.fP,U,'�j .1,4-,b 4,�O,%, 11qi �,t_'& , : I .1,�,e I I Y It. 111/ ", li-P.) / . 4�,� " " / t I I '� \ - 4. T _j I ,m4At.z"r's4-,ce 5� , '11� I I � 7 " I I 0. "N 0 1: 3�' 1 � il - mz 1$� -, I /', I ��,Mr '��. �. 7, Aqa�m - I WINDOM, , ) "12"I" "! 'I I I ;�) . . - Nil ' . �F�' , f � 1.�'i I I � I --It - ' !`,_ - � - L, �,� ; � . - I 73 = llf� � a sil"I�al ,:�� A I.. .i � I , � - h6 ...... 4 . *././I. I I V) W Vvol.'�rftow"44n.c, '*_q omb 1-4,m�vio 0.&�,sm os��,oi,��ioftlolqo7v kpm,o viml ............. L . I � I � I I NwLnW,=E� . . � I I : I I le . . . R'��-��,\ Z I 1;�� f_�-V�o ii� Vi',in�'W,$ IMM 4-1M>.:AppV*,t �0 li� ls�,4�\ 1 , I efl? I -,m,.,-"mAr== .. - I - 1. ". n ,� �i �. I . . fp�T- .\\ . - � . t [ . _>< I , jk] � --c'HA4 � ==� 1. - j - _X I i '�"if , Z ,,,, _,r -,,,� (�, - , - I N , ". :�,,qv [-,--,,I . j 1�-Z 1 tvl�,,) , �, "IN, ,�". I f i ), --- .. -V I I � 11� . . \__ �, �, I I I . 11 � I'll I . . .. . �'\, : "ii"""::"",""Iili'""',ll,",;:;:i�,i�:�:::2:2:.���:!:Iili���ii�,�,�,���:I I . �.. _% , I � I � .. I . .1 I ,� �_- �r y4x, (T,-, ,I I 11, I 1 , ....- � . L - - _Vw1&x er,11WN I - : 1. ____i____.. +1 . . . . .. - I + I, I I .�m & . � . _ "I _� ".. I .., . -*. � w � i , 1 14. . x 1140 FLUELZ N , T ---. , — . . _11-1j. . I I .., ,� .... + . ".. . _': � - + f-� � . . _�_ -� !�__ , � ,A�, . � .-+- 1---, $ ., . , . - � I - - I � I , 1-11 . � .1 �� ..... . I , i w 'aL , * . . . I .. .. , , ., VIE-INUD, F R� N4 EX"TEMOR I . . � * I 11 vhli.. ,-,. MIMI . L " 1� - I-," I I � I - �� - . I ,,�____ . � I . �U-0jalli-i I, 1. --, , I �, ..... . . I . ASSEM50i'VRANNIN10 ' I I - � .. � .. I I , �. , .n4o,nM, '. lot, S4 I 44w 14oln ov NMiw . .. I I I I . "� —_ s5i;es 1 1 �-_ — __ � I . � , . . ___ —�---= — $a 4 � T I � . . � � '. - - - _- ____1 ft I -,--- _ , = , `.';,A , 'a .;r ,�� I .1 wo . W, . 1. - ^ % H 0 R. I Z 0" N T IA% 'I. %..) U D E R - MA0z")ONRY �, . — . . I — 41'11'�11 �\ , 08T, 4Y "WV11 Com MI-14. if, �,i,z,y - ,,>T,,,-,�,, - "' - ,,,,,,, `� ------ a0tiS" *i>!'� ---,-,- .4.--.-��----A"10,t,"�lil�1.1�I 4,041>W \ , I \ I 3/!,;,�'1x,4,`, TAPCI'� . I r � � \ f is" i _-, * 4 ll 11 RAWX �'?K-,, I o`�wm s�lm, k,. - � !t_ L " �, .1 , , , , �,�.M As 14M . 'OAtr MA) t, .. 'T �_,�tr pol , I . i� vMW MAUI ",_ I .___ I I - I^,- C�J"� RUgmp "r � �"Y's ---%, '. , 1 (sn kovv,�� ,i.M0 _, � 1. F a �� vik " 'I" \ I'll ill-,- < \ \ 1_` I A �c ,'t". - 2 , k �r , _1__ ... �� � NIC, F i I __ _ \ \ \ -, i T, � 2 3� - � I . �� 4�'t � , \� ,c I L I , ", , '� � 4, _. I I W. ., t, ,A "� V�� vmy __ N \, , "� �p ----\'\\"\\ ' ' . / N' � Z� V I'll, \ ;� � .- �, , � I ,--- .' j 1,\ I---- - I , ,____J_ � '. V '3 -.-".--, � � iV " _� \, '"" j I " L� 1�1� 1,41,1\ " �_ LL 'I , � , , I 3 . -1-1-1-1 "I - ? _�.l IL -_-A. pi:A J, C_x I �, 1. / / _. - - vrl �!Ma , I I ...... I 3 _ " 'Agiv, �atlllwnfrw 'Z k - __� 8vM1 "I - - 'e, i �', t ____ w, I \ \ ,� _-XIMIW� r.148�1 - L, .--- V,ma')y .vx ------ __ _-, . VAN" WW"i O,Tt,- e�i, "'.""tR ,1 g ;1�;1m_mA>1, i � , N, ) 3 i It i / k I � I � , VAIMAAI�1_1 , � � EXTERIOR . \ � - 3 L M,t', L Fg ��AMK , ,��Vl 1. . CA li, T�Ai�,,f�N \ V - o'amm" T _� , , ii�imvm ri,�,NM -- ,�i ) �-, , i i ,I I �Moi) Oluce, �P,,,,Vom " P - ,� � I "ZI t-jgggr, ,*,,.i--" 4 I 1�` I �.,�A�x 11 41 A i ,;rfOql� �1�009A\_12 i , n<%,-iZ"o.q ; ; � k�,,M, I . 1 4, 1 � � � "I .""_ - ; - I 1 t'� I 'oi,�k�,m �"Tv,�\ �,�,"�-��';#'��_A � � I . 13 � . i � 1% " \ \ 14- �21 � \ � 61 � , I - 11 �_ 1.11 � j -.I*"- K, I 7 . . � I , i I T___ ___ - _.__ 6 f� . � - ____ __1 . . - f�- � I , I �, � 11 , 4- 1 I . 6 , �: I vmm�v ,�111111 , � � �' � I ;L �e / I ! : / I/ I \ &I - - ! " I L 11 il. ��i I . , , , I I , V� �\ _�--7- - I , / ,/ i " If , / , " // I,[-----,-- 1111- \ 1 _�4, ". � / / 11 " � / __1 - � - 10, I.. 111 IANDOW g- / / , " I F, . , I I � , . . I , , /,/ / , , �, - 1, 11 L HZtOiT , ---., 11 , : I � T _� I . I .1 , 11 i _�_ I . , , I // / el, .1 , /, / VQ i � I / / f , , i v � . , ? <! I z I , � __� : / / / . / H 2, PRE -'Q, ,_ ' . CAV S � . �Ilr m5k$ __1 L 4�A(A.K WM� 011 �MIKWIAI FIAWi� -I--- - I _ - - , _ �cl ,ii1l'K C _L, I— ,AV ZU )hIVS WVW, , _�_ W, CAWK ,�R URNEF .1 aMMQII�_J 1�111'Ltl $MA�6)�ZS!'�� �_�ALANT " I &Tk0_ __ 14MOW __-__'_� 1) Siiillif A$ ;K40'0, A'( SP�� !N$KTAtLATION MOM IMTH f.CiAD st,Avw�- �54M, VAX, —,— 181olq -,--"-" . C"Se ,L,4' i : 2) -111,11,�81;�,,�,�,�,,�;�i'll.?�"it)C�iv,A��'VW,IM A�L,�)Y ��163 11E L � E V A T C.) N 1�� VIE)�ED FROM EXTEMOR ,___ 4,i ""' - "� ��L � m 4'��"� �� � �� , "" ""' _', 4 "� ' *' "" """ " , ", ' _"'" , '� , , ��) � � .�, �*� '� � � E�l "'51 "� "�"w ro� 1""�'"�" � - 1__�__� � I - __ 11 - �, '" � " . 2_11 �_�, - S�1`11` i"111-A-M 11_1� I�A , ,_, � � ^1111 �w,,Ai _U_ 1, I — c� ', � �,�o , . "� , ,� , � l, 4 0 . , �",. , ". , _ . . ,.,�, ,-o',, ._,� , _, �', r) "... �..;u.�_.'.-� . �_ � . I— ., - ___ 1 ... - 1 't n 'f�,,'0kcA4bEf,(,,.i-'.j1't 9mW:i))A1ioY ifOo WWRAM", " � 1. I em"', W -I - I. � L, I ..... � 31 W41- -11 . j:)) ,Rte.UV"AT1opS f4)Lq Y'i""' �(' "A"'t "O"'AT'MkS' � �.,o 'SI)pFiC '�,JK f� C 0 5 - x �? fkv. I � TALI, f$ �M*S or �Vy LCf+:� �, . _ . ,jAt*L PRO 3,,"*.MjN, " F. t.f�f V.,10 WOW ou,� f`A0Y0RV AgPkiU, 94STAW1,1t%4 Mg,� *or Twow� Al.;,_� RVMC, � . Y1W VO ,w v,.Ac, wtoow -*rlr kS t461 VWo k'j MCKM L��RAT<'r� UV� A�4��Isrllz rli)AuTll� L;SED'*M,,4xY . 1,100CR W:!�, . d.j L L I I _.,_________ �: � I L I.. : � ; I : 11 LL I . � i � : � L , . . . .. : I ; � - � ; I _ . , L I _PA�RAi1'VE AL�N,k,,�%S & 'T,4p,�,(,11,q I _____ 11 ANVHOP LOQ'00N CHART I 'I `11N1�r11q1i1z,*1$1 1-7!!,� U _RZ_rYj' .,f$j"�\, PRW . 1 L � �L �QJC W111 - . � � _L,kqC OR, . I � � __ - --i - - - ...... Rar�_+_-U.-, . I w L�11�11711/_111�1� t,%17M,�,)�l INTERfo.? ;z KW ,M �.��s . � "' __ 4 - -.-- ,� , - =_'_ - 11 6 ___ -, � �, _;U __+ 4 x 2 4 1 1 At o i3, 1� �qj� A,D 4 x ,3�i5 ; 4v . 45 l-�K ' A, _' . x .6 I 46 Ko 2 __n, -,(-,-. _-_&.�, __+,7__4__`TU " 2 � . , I - I -, _". 65 . Hj< A,U' s Y " ." 1 46 4�1 I HIK A � E3 0 x 36 ; 00 40 M K i 1 AJO, � a x ,4 �� I 40 40 401 4() H:K HJ1, A, G A, C� __ ,?, _L�) _ _-, 5.__T___jo___ - ,,, 1 *2 t ' 40 im _%Z__. , 7� ' ! i - i H K ,� - - I ___�-,��S`1_ , t, L ,I -,� 24 l 4Q 40 H:K A,G 4,�-� x 36 �j 40 I 40 �,K 11,0 8 x :4 2 ' 49 . 4-0 K K A,,!9 4B x 48 , e, g 55 1 40 , 40- 40 LH�',Y, 2z�_s I 4 _,,,c-,1 'a'�, _T, 0f, - I 2 "" .__40q_____ __ �!S _j,i_��_, K K A,G 0 �x 2 4 41 .0 i 40 i li,s< $ ik,G 0 .,�� 36 40 40 1 H,K A110 0 x 8, 2 I 40 "Ito . I H��< k Q, o x 4."i I 4io . ,'I 0 Hj< I A�B,Fi�, _AQ_2L§�__-,._,iw__40�___ 72 \ I �, - i '46' ... - __ 1� , ti 1� __,_, M�k r 01 - --±-,R .(i � , � -, �� I t 1 vo � 4(s ` H,1�',. ' A, G I $ , " , 'X�. . � �. . � i 72 X giL2 7 2 ;� 48 1. 4.0 I 41a 40 i 40 1 40 1 40 K K � , 4�x �1,9 J. A, G j ik's,��"j. f A,',B,F,G . L --- Z 2- -, � _qL, -, 1 - - � �,&,_ - - j - - - _t�)_ - , � — - El �1_ - , -, I A -A, -C1 I � �G --_j------- -7. , - _.— — �__t __" - . ...... - -:- I .. . — . __ --- �___ — __, - ___ — ___ , _._1 ___� — - � + 11___�__� I __', - ., _,__._____i_ I � . — , ____ ---..-- — __ .A� Aom w 14to1"`o*1K-Lr ly-;�.".?'(�W`ho"d I iKSTA"AIV4 MNIC.� MASONRY W1 ONZ L WK-S MSOMOMUD ROI'VZOW/4, '10M , vArir______ :,47-F,-,�r z'� ",4-� I . . L . ' L lom%l HULRIZUo""'NT AL SLIDER - N) I r_1 FRAME " F1 .. ( I � 11 . I . I L".. 11-111 - - L' _ L . L .. . - --- - _ - - _�;� I .1 L I 11 _L _ ----------. ' S�SU,Tkf,W" CA;)_Y ,krl*Mil, FIN ."i" ". yp� ,,,, /-- � >'. !�RAWN'G 60Mr-ARAT,'V,'& m4AOLISIS & ANC,80R. OUANT,TY CHARY L' . /_ , z" --- ,_ ;3Y cmitk --, & ,sm"Al)"40, " ," -czz4� �ry nrf"s o __,___mi . L , / I —FAS i1;-Q-—Wb' , I M101 1110%, i4c F —6�w wl�_,Mjf "#W RIZEWS, ., Um iwifl R V �, � 11 K, �,: I I L1.1, r � L - R,_ L_ , - I . -,, I Opkf: e'E� , 4 .,Y __F �,\ ,�, ` 1� � 'Zi I ;� � 1 . � . __,h , i F �'t'.�, n -.04, � i � I -"- Z'1V,V-ii\,:(^, & ��,,� � - , c M:Q. - __._._�, , ___ 0 sor,E?t iNs-f�,,i,A4,w, - I I _ /�_ 1 WIN G V4 vf,'-',--��-t " .li . �, It , vi ",_Wq 1_1L _ __ . L , � I k �W,secwe,47 L �1 � I .1 j,_ t�L�,,>i � � " i / i , I V,ii,� T,--,V',E, �k 11 , z I I . . : V,1111�1 Sn"W" �4y 0111<ql`11� I w,`M�i ANQ � ��XV�R �f"RL I ll\j� "'.) 7,_ ,�J, , R � H'FAD FAC','+ IKAD L A,',�,01,01� 1�,;>,\ : k ,�,, 0 I'll \ " � .1 i � I I ,I . . . . I A �1 � 111"I'l ix I ,___ 2 X Fp,*,11,1fQ I " , HEil!';HT � I � i �&. '�Qlil� '3LA1,18 I �x '_3f.�L JAMB ,, 1,, � � 14-- \ - 441-- � . I � I . T�OR plim"km I � $�, _111NO.R.$ I __ � I Eyll�� _1 t . . 11-- , ,�, j�� : , 1\ i_1_.1.11 ___Z � 9, - � §i j iii '�./� � I'M'-,, ,T,`,---�—,, -�F ------ ', -1, \ "all, ." --- N 1, 'N TYPE .- 1, ; L � ;� i `, 2 � I I I "�JK'i)C�Jk3 F�.A�'JE. ____-_ " f: �. _� 7� - �j ` `� ' " _` � - �4'Rxl ..... Kc I 11 2, l , L , . I I ", I i � . 1 L , . , : . z Ull�._ " , 0 i 1 2 1 2 L 12. r_ _ ., � -v .. : I k �j I t'! l - -,\ I ", , , j ;?s,6'n,wnw � , 2" �Ik �3,0 2 i I L a, , , , �� ,�p pzfziw:"tz�f� k, ,',!A,,i, pi, � , i I . .. a', - , , , " 1�,m,; , 24 ,� - ,\ I\ . ,4�� 'fl,", 'PACC ' " __F 3 t - o 'L � S , -�,,:.-.--;+,iz I , , , _: 'n ��"I�,*, I I I , g . - =1 ', - ' 1W � ' t 2 , , - L_ � I l� �) � 24 x 35 1 46 , . 2 . ""T" " --: " , . . c . - , ,,- '�' � , 11 � 7 - _=�_ ,\'-"- ��&__*=_�=7_"' ,�L,L,�§ .. ..... � .... � I _ � �,- __ I � , �L_ ,�,= L�� �_. $ 46 ! 40 -, i 3 "_,,,2 J,�.,J: f�"j -- : i� -1 . . ..... > : 1� ! i 4 Q � ,� : 2 _� 2 : I f �l I __ 115 �il�'11'1 "', '7,', C, -� T�z i _40 `1"____'_l_ ___'� K. I \ i I I , '. , VIAMQ,i��w i , , � _ ___ ",,.Ill �, � . ! � ,,� , 1 40 � 40 �� 2 i 2 1 3 '. 2. . Fw�,4 T,A�,, t. AR4ZHOR (ViA.) 36 �4 � : .1 ; I I I .1 L_�IAJL, 1, � � � I I—- ... � 11 � ,Z 't. : : . , _11_1 R � 40 i 40 121 i 2 � .1 I 7��A-3��: xF.M:'ZR_l 7,x�qgjl \ s,111.11f 'As" Mm,D ! '� , i . � I I r -6 x 36 : � � I I 1� (,�ELE 14,CiTcs,� I __-_____-?.1'\,L,ovj �_,_ cx_plo�, m;isp, � 3-5 x 4 �', � 40 .1, 410 � - 1 - 11 �� � I . .: , L I � I � . "" 71.7— �'Iy UINM� �o 1 'n i .-,2 i �, ,_3 4. : . i � _ I I , , 8, � �, . � I . L � I I � I 1 38 Z� 1, . ' __ . I I l i ,-P,"Im�,mr� ��,A�jv; , '$6 40 1 40' , 2 f ' 'a "', I . I L UT � _1R lk� Bi L _� ...... .... ____ - . I . � 1� -�7 , I': wiN L * �O,�,, " _'_�'�_,��a� ... .... �j ... ," — - ------ _',�__t__4__ �jriom� .. 11 �" - , � ", �.,,, �,.TM,U,,s " 4L,8 x 12 i 4o 1 3 I '2 I" % m !,�PE a 'i . 4 1__'k( 1��.Fl � it �_, I ! SE�'Qllcui 2 i 46 ,x 24 i: '40 � ,cf � :7, 1 2 2 . ; I ------ I'll, ____ ." - __11 i . I + ;, , �,,�7 ; __ smm_rr,'F'). I ,*8 ,� 3 6 � 4b i 40 1 3 1 2 4 3, � � : . � � I . � . . " i . . � , ! -� ! I I . 3 �f- � :. I I I � " . . � 4LO i 4o. , , z Ef:NA�,i.Y SP,,C,� �� �.w,fjrw�_l I i. I I . , ., , � : ANC',W.A,�� M � I i � � I ; 40 1 �, <1 ; . � , " � ___ ,P. : 41� x 4 8 ; � L � �3. , . . � , . . . __-__.1_ , 4 L � 0 �il.-01 ISU. L ,", � - I , , 1 0_#_.,� I, .. 40 1 40 i � 3 " .�� l � . - '� �" " � I 1 � R .�.'. " I �ts X-55 _�,_ L ___�_2��_,'. _4�__' 4 , , � , .� -%a 7� -1-7 —,, � L " , , , I I , I . � �_ ,�, ,, i , � 4 , rl , i �j I _ 6 111 z I 4 "� s) i' � k I , � , - s", s" GO. , : , � zz ,�,, , "�.fz , 1 --mm � , 'r , , . , , . �, 7, x 1"', ", I/ i�'O?�. , I I �L f, 1. � . z ? I ! I ,q . ` i . I 5*0 x 24. 1 �((c 1 �s�c) i Z, i 12 � , .; t I � � . l .+ . I ' 1��, 1 _7�7_ I— _.; _j + . � 3 , ! 6 1 1k I I &J, -4'-- , : __ j - __ - - _J _ 1 6 � � , I.. . I= . . __1 .0 ,,, 36 j 40 � 401 ,2 V;(� __ L l , . _��, -V—,� . --'-' r i —1--v i f ? $ . fl, 11 . - . _____,_,._11,- I �1 , i I o -, � � 3 , : I x 42 1 f ----,---,- ! ! � 60 , 1 40 3 , , ,4 , I 11 I T* I 11 . I 4 , . I'll . /,k L AX, � � . , z L I I. � . �!Y 07W"�:\ 1. , ,kOE : � .1 � "; 0 ,1 4" Q 3 3 6__ L ,5 L I t , .�z L , � I - _ L � S2HIM ; 4 i I _.�.C_,,_ __ --,,,----,, '10 I -�, __ . � i ._'11 A�11 RMCI I 1, 1 72 x 1 2 40: 1 iNl �111'11$1 w , If , � I I,-"--- --;F,---" _� pV,Rw',TEA f;kup.-," , �- 1/4, M 1 66 i" ,�,_� 4(1 � 40 I 3 3 , 6 .� Si`liv �P - �, I � � , , , , , ", � 40 , -� 1 7 I, . , �__ f,�,�E,0 t " _� `, � .. 1L _��?, X `2 4 , , 40 4 - 71 N'S--A'�ATIONI -, / , i . I" Mc I w1cow . ,_ll, -\, 11, 1 ',,,�, ', "', � . .. �Axc��l \-f,(P,) / " . H _� �iE*,W� o" 11. ,� z l , ci � 4 0 4 4 -�, 1 .- i \ �, ..... . I - , � f 'o � �- 1,5 i " " " 111� 1, 'I, z ' I �t . / / , .1 F4AMI)001 I - ,- ,' . 40 1 , , .,., '\ &� QTNI�R� i ` , -, -, o � " , --� eaO i 4 , 1 7 i , � � � / / I - , 11 - � I SXf'c1111QR _� _�, I -----I 4 Q' �� 4LO 1 4 31 i 7 1 * z 1, LL \ p I !k ,I, I 7 IL '_�' : i - §_ -, 1 L_121 x __ c . , . -1 I .1 . , , , " , " , F,.'*�4 .1, / \\_-, i ; --�,' -,. I ST� , I _. O.A'o,x acpwte:N� 1 � ........ [, ___.i'2 a I Qi�iep%i� / I � W,,N0,1W �Ii,� 4, 1. . ___.____L _.. , _ _ L . .......... � ... ... � "',_11". # ___j__,Aj_j_ _ L---,-,.-.-. ZIE,�To,NG ,, �A�.-i�R�� f---- � — ... .k- 2 t� Y o -, Rz p - - / v, �+iq,�, j - - - 13-- '. l � I I .,mww-,,%fT- , �. I \ . � : . S, E C, �i I 0 IN I . 'I � \_1 1'1:1i�>m- (Ty�-.) 0 IM- Nonql __ I : � "1U_J___ Z's., 1. - � � I i I ; , '� $'�"M A'; ,kW','� A01ACf,'N1 VO EACIX f$4,'TAU,P,W_'s4 ,AxC'Nos', ,,vmi 1-0A,', L I mmu, � m I " 11. W�W,*': !WtM ,MAX. AU0'A81_f* 5-Hiki %'FA,�K T,'l Wc �1/4', L i e L , W','M4 FRAME .MA+TV*u.Ai, .1,Loy _,��,8! �___________11 ,*w>Ov w�ic,�i T - - - -____,.______,r____,_? ___�_ . - K� . ------r1-:--=_1..___ . . - - �� U`M�X CA�U-i( Kl�'RID Vi'NtCM ,'14 ,AT i:1.FAD �'_��, & JAV$n . --------,, - . . I — , 4� '141E WC/ CAM9 M' PERIMUCA SCAL ARCIUMD "YE'Ni,of�, il�r 'Moo -Ow — __ -,--,-,- _ I �. . �� * �pl �!' ;.,.. � F, % '. �1, Ti ------- �_111- I'll I __1 - ",", 5 ; M ,;, mt..'a" ci�t Asym El of> , 1 __ -, 1 ��A 1 T,5';C.KUE% MA- YARY PF9. -,1�4 A'E,1�1_111,f,, -, , ,1 , ,\ - %AZOG il,k %�O . C, L C. V � i U, � �!, 11______� --- �_____ �"Ie , WK. INSMATWO 0$ASq �S AM OVA:IFIFO, i q WOMiNa AP7'f,:ZS TO iMS711LhV,6R t,t' ni,i Pj��i,j� kki�,fow J,1, ;�,�_6 g�4vc o�Kmf, 'i _____.,�_4�v__ I - i?P . X.�,o� 94. ow0fiff. !rA moli,.94, �o ��"_2�mw-�X: loliz � Lftj, '� . I - 'A mow -�-t��--i--i�,-(�,�i,-q""P:.,+',"�"',",-�,rRz,01,';',, L f , .". L --.%o-,- __ , , , - ;xl,;�,sx,,I'mi S,,.,�",% 'j�4 1,04 k,t, -V M 0 SCk,M,-,, ;-" 31,xf`o�',�I;T . . ', 'S i� , :__ ` vlow m'm� 8t"46611'ar t,,,� NAP , + .. , t"VA V JqAX, -mil— ,1MSTAU_ATf011 ORAVOPX, . . I ?j if, -_-x4v`i,,1,N,�Zw zn� i., ,40T lli_,T_3�0 w C*, K4 !;5f: ANQ�11 OW.Nlz� Y L!,`QP� MT8 . I .: 1 K 0AM9 siz�, � -I— , "", I 11=1 _______,_4i_. -�-mxs Im /Isao mofdmo 14NI_10119,All ski�!O_ , . i I I I e � I - + 1 1) -ANVIIAL , " -".es .op'Imm" , . - I )_ j�'Mt" A,- .- " - w ,�- , IDEP is V10".11 Tel� P100 M. Izc ,_ - --,---1-,--mb---T 51AVI 1 A�Ilz$ " il! ,,,, �;S'A,,V"\�'�U,SS $1, - ----- bw I I . "1121CINTIAL �SQNiik' T7,11AM I I L 1 , ____ '� :: I , __ , ,X-#- -----I-- +� -I--- "�-,---,---i--.!�---,�L--,--!\-;-�'-�-'- - 1 L .:: ', LL L .- I 11 I MT T3 R N WINDUV FR,y4e" siz " L � 1 yv,., ,W,W,U,r,."(�,�," __.,,��.,_, _'_,11_1_ ,;1!-11 I I sm wolUz -1 f- 17 t� ff-tm��-;�i 02 " 4_� i _ 1w;�,441 Pl ,Ij I K�T ALUATIUN i i,v.�ckfv � , I I ") ITY� , I . 1. � .. I ,mFj SELF TAPPli4G r- �, . Tmli� <YYP.> MUL41-WN , A(C'M3IR �1- yw� TALLATION � - �mt,cl< v ,,, T ` _ m,t�mbp� � -, I -, --- " <-(Yo,.,�,. . /g-'_=-_=�_� -7 1 p I MUL"ACIN I j, < '� � VIE, W01 11"7 (-VIRDX� ',' X� 4') �,-,-,�-��,--,,,-���,--,,,--------, I-— __ I Ilk" 1 i � � . -r, sutisrp.,.-�, , I ; Z� \ 14 - u�u_101,1 ,/� . / . . 11M MU 1,447 , , ' ,-.1 I I I _ 1-1 I ' , L ' I - - I I � AINVIV_ff -11", . -1 I A1,5Q � W pw� . . I ISRACKET �: (o BRACKU � ,. � . I I , ,/. I .... ., � � , 1.� I � + . : � I I . . . / I— �t�slm_LA'h&,E 11 . � + I I . � � .. � �X60� � .. I . 'I-, � I , ; . I ; .1 '(M), 11 . . - I I I : � 0 1 . . � . . F TAPPINQ I I .. , , , .0 sm � ! i I " �Us V_(�_7 . . I _� I - 1. � . I- =' -`- I � � 146-gs : I 11 � 11 7 - . � Iq #2 & #'� . I . � . 12:0EM:/ .4, M-.�—:Tj_ r . . 14, �-----,- - " , _�_�"�_T: + . � � cw�m -OR wism . , j � I '. r 'L � I . 1. I ft 7AAW $U, AV, At% APPUE'S : � I . � � . I 11 1, I . . 1 . , I , , . . � , .. :s . ,+ , I � p I - I ���� . I . +�'r mo,ift I � I . - : 1-40M 1 T . VIM _' 1) -MULUOK ,MVFAUA'At* .WTA1LS.,AVPVY 76� 44AWW. -R,$99 WT-Wk ow wo�l 44-i 1 � �FPAMC 140, 144� - ,%.R 14,05 www VMY 'm MAAA, ONQZ "U14%, AND' ;M -rio,wift $", , � : (FS v . �"Gm - OY_ 2) . . . , , 1. "Aw. + . I �) ,%, I U�','ROU, -NTt-,hW ON To-weswix WTH V - � � . . . ., IN ih Z tAlm -ff. To F 1 t O,A� Ooxm- 7t sag-W Moog .,&q S�Vwol Mw o :ACHIMM IvWe . I . I L SECTIO . wwoMaNT 040 10040AM OA� mmomkm . . .. . � � , _ , " � - mwit ,*4E;vqdTloN, XTrAW MULUOR -to SUSSMATC, USIN01100 3). fm wwo . I . SORMS, OF I�Lwotwi am� -to A*#EzW 1-3/r, W. w1swwWr. Wro "m ki*40� .� . I � ,* 8�,a 4 �rfi"� AT NE,43> & W�L� . 4) MA-UMN A-TTikM1mWT M MP , �, . , . I .. + I I ON wm ,.wml c Ult I . � I � IM$TAMAI�OK �QF MT.&U00 AS aMOR "" , ; . � - .. _____ 1141 Tftwgoho� MAMMIN mosum, . : 2001 FURMA-mmmG I-vVk Wolf �w I - dW,kV,TY VAM DMTQ WAN 4' WAIMM UMMM, ANCRM AW OMM ;, ., . , I to 'W,e Kv, *aomw, OF �� � . ' . . . I I pf lloio sWw7M . . A -.-A 11 - . i ., " . . � . . .. OENERAL AL UMINU mi CORP i �. ..�El - �+_� / . :: �_ . i 7 11 +B � . I CARRULTON, TExAs i �, I . �, ,� I I.. I " _ .., �. 1. I .1 � 111 I , : . _'j, / � I " .� " - . . , - . . I . I i R.'"k � . I LIVULUO. 1051A ON . i ., . ,. � . L . . .1. � I � . - . � DN . ALUMMM TtMe� MPUJON, .040:oa .. I I c _Q<TER�0 � ,, - .11 1. . . . . . : -1 . ..... __ 1,j, 'ki I � — . _,:- ,7,�qft_____ __V�� � � - I � _�Z'fwv 'm f I ! � --- MM ..., I -1 �[ t I . I., ____ �. - .1 .:,%.�. � �. � lo, � , � . _ I... . ,::. O�v�! mmq - m.!. e� !�r!!�!!, I! tl;;,:':',:,i,4,2,��,�,�� **�� . .1 ___ �� .1 I � 11 I '..., . ,! I 1- ; � .1. I I I... . I , . m I I . , . 11 . �� .. I.. 11 I...- _. I - -1. - ___ ------- _ . ... . --.-- I I .. 40 oi Am, pip omwo. - . , _1111.1_ _ r �: I"--*,:-- 0 . I I 11 _ I , I - ... . I . , a4. 6� ,mc k6tm , r I . /_ If4TALLATI M Q� & ,#3 ,I- I'-- . . A . . . I pr V 't . . m 1. I . �x moww . i . .)I�LmKl --\ D& "o, i"t'v's I M� . R +1 . . 11 I .. P� I � 1- � . VrAcErIPT . I ___7�f_l , � ANXTimi-ATIM �. , I , _____ + . I . . 1. I .� , � .. I ., G) � . � I I I MULUM111 � p � R . . . """""", WINDOW . J114,,I& I w . I I —#s�sg I , �10R. I : : 11 . ,� . W ML .. � �F TAPPIAC � .. r,RA ,�, 'T � v . ayp') . + . 1-1 : . Sms (Typ") 1. I / .1 � I . � I Q I .1, � .. � � F= : � .. . - .11 � . . � I I I � . ,- ... � �, . . . � I . I* � 10_1 11. I V � ..... . . .1. ... - .. 1 7 '�, ... I "I � I I . � 4 I I �___ 11-11-1---l. 1. I I 1. 1". �� . . :�2 . 11 .... . . . . ... Z --cotme're ow:"m"awy . . . . . . . . . r = � - �w ��/ TRATZ I WK.' , — . ... 3VB$ .M 434 I - � - ; ' I I � WD v � �MMW, "STOTM : ... "I - I , �: ...- . i i> #w ,Apmmm� � . I �. . � %. - . , % �� WLLMN �t I // . W. : 7 ,XC I 1445 1 1 � .4+ �ItINWV _/' . � � I I v :p � - ��, :U2� I I ,.�IAMC.' N A I �s E k- 1 IV (.r� �f,� ) * 1. I I ,�: � ��` mol,cm . - j> waittlq m,,rrALpk'qUx TUWL� AF?LY TO ALtNIMM TM Mt4mtt WE i4d, w4s, .I. � wi�+U 0140 15 , +,MML SINZLC WNG AND E*,MTQRr WWWWs HFAD: 10-MLL, ' . . � 0' M., i0MNAY'CW4TKUCTt+N ATirMV MULLMN 11:30121003WEAV7 v M__ V-14A w � `C�TJON A -A . ak&ii Rikink A , � Vt., 1-1,�4� E*411_kotl�'WTU, IS E . I NT;HM,.or M.WFMxNT UR TQ,4cme . � -� " -,�Ir4l� 7, -, � . " I. I '! ��.'�,� ito V* I I . . - . . . �04".E OR "A0 . I . . , I .1 -py .In V= RVAIME 0NPKVCTW% A:TTAC�t Mj.t�Mq T � - .,.a sUasIT,%TE M iio,�cpel � � . , t . . ,,, 9 , W sw� vtm, w L,T,q- It Apmew .1-wp* MIR. F-RDEWNT %We VM, V.p I i W., � 1. . L%,4 Y, , � � � � , 11 m , Aryg�', k4eRT, IN =TM*.4 D-S IS 'T. !�. AT JAW � . - I A ,4 I W � � . k , . I I I ji. �WAUATWM W �WMN .ft sgovo, w ,Iwt 'M. T CmUrs VITU � TK MR I I . � 7 1 . WDYINS r ME KV1\10 �. I . - .1 rLMDA $ MW UM 4� mw". ON 4t$WO phamm- 60ACITY + i � I I , - §mcva KRA.M - Afxpm,$, AW IMSIM". TO, A' =10" . I , I Iq woma m to*t i . 1��' Omm K A � � : � om or -,ks,?WpM 11' IS TNE KVUNZ)KUTY W MW To Wf�Rmw � I I � " On I - . I I I : , �W. �JMM 04 A:M,Crl!� IS',W . : , �_ I 1. . � ___ :�i ii 4 i . .. .... � .1! ;� I \1 . ", � .. . I . .1 11 -A:1_UM1+1NU�4t11Rp,. - ,-------, , , � , I . I I T I . � CAMLLTUR, TEXAS , �� � . . _� ��- I 11 I -4" ;eL�Mtw KWjZMlAL MOLWON MTAUATMvWTATL I 11 .. � I . - .. ,--I . I I `\ &t"*" UAW � VM410N, lw INM 141W:. _ ____ I . r /�/11-1/__) r'i, -, . F_XT, Cf�,InR FELEVATION - , ...... . �-�, , .1 . . . . .. "" im "' 0, . .. . � I I. . . . I muwof,; -11 10�� , AM-130s", J:.f%�. MACR;�', ___ 1',N� , , lw,q,Txw4;T?oNi ,:�- I ��. . 1, I � . I �� .",&C, , .. , (. A % I . . 'I-- .1 I -, � . - ---,, WAMON I f; 11 I. e5 :e� .11 . . WIM)OW "-,- 1, , .1 De"NO, 1`1:46 � �i i � I � I � � � FRAME ILN141� - I =_ -_ ,-- � I I ,,� i ; I � . � 11 V15 1. � if� J!" - T � ( � --- s I TAPP Nmf� � It , , - k%% 'MS I 1i � , \ - �� sms ('i"'oo.i kk,�j.l' f . . t 4___ _ ___ u p It 4 �. , I .ry\ , I . I , - '�` � li, , . j , 11�_ _&� 11 __ f I UVU.10114 �f V � . , --� ��,MMAWWKIK I � . .1 . . . . . . -, : , �� "v"64OR 11 4 ".1 �� C A-mMkOlk 0 - .... I , mAcK4,-T \__ . LON i 11 11 1'tr,� _ . I I � i I . "I I , IMUL, D�. "'T ,46 , . . . . . . . . . 1. . 1. +. I I I . , . . . 1 __1 IL . - 11 . . _ � - I .. .�� � 1. I 11 .. . . ,k,_11_1_lfz� - . I R`� +SEE:j , 1117 . 113 'Ll I . � � . . . I , I ,� . �p � 4 - -_ 1-.. 11 � Ile 1\ , — + .... - 11 - "_ -I,,- 1�� I I f �k,l'a-,,TkAj�-,. _11/ I : ., ;�, , - I .. i � I I' I � A , A SECTION B I, i .8- - 1 1 - , I : 3: 8 2 ��, ,I � I . L l, . �,- . !T_.�__, , 5'.. I - E) ELLEVARON' 1. + - �, ___� � . . � � �, I /j a r�., � i) . . ' '. � i"TAIA AITON �*UkS' A,opf Y TO��ALIAIJNV%� TQ,qE M(A,UM WE KQ, , ' ' .. U . M+"�� fl +0 I I I �0.,�,t-q -o mbl, , �$ ,VN0 AWY, R' I � T44' I .. ololug wMElow"", S,Icif� 8Y . I .1 11 I � 1_ ��. I . . . , I I 1. PIr � � I � ��N� ,AL ' I I 6�ROR* , , . ' "'"' _,,�', 2 -01, "", "' "� , 'III', I" ) " . " ,� �Q'Ak I L T 4, _o s R I _. , , _ + . . - " L, ' �,_�`_,� _�_�`_14�11 -11 1A VVII fjfi . mu - "I � L,-, L� ., t'.11- ,-,It, -11 " _' 'I '! wl� F-MIE !F_ 'I " I 11 ekLu", R � qF �, mu�'-",\'J , I , , , 11-1 � � �_ - "I - ��t"' , �m , "c" � .. �� . _ �1� - �11 �[Ao�_�_�:;pw . I'll, ..., - , M11 = � mmw, I . - . - ':,111�- ,_*V"'�11 �M;W, jA0M-',_,1, Im .1 I _____ 11 _ . .. � .. ...... -, - - - � 'i��_ _ 1 .#^o�1wmk'.K*�-,,*% t WWA Mo oifo s,�04 �6� , "'I" .,-",.::, ...-I-11. I %. ,.-:, . %, - , i � ,. I v,,,,O�V -,� I 11 �� 117 . I -i '�= � ("YP') 11_1fw� IR74 ---, : _1 I ,,, \_ - : SE'1,[,_,,TT.0N IB-l' ��' . ______._-,___�"_1 El I � <"�', E f, I i, ,I I— f , 6 - A 1,*MM I ,. , f , . I'll \ J. -, \1 i I , - _-, _,___._____ I> ,,6ujcA4 ms,o�IkAATIONI M.TMUO APMr 10 ALWWWUM WDE MWU,g�..N, 41_1� f�d 1447 � , . �,Q ' ' kif I � s4k ... � . I WHFN UMFD _M WA-t- ,, . ,-,;:, �IJUM5 AND OR PICIVRI, WDI)VS i4KAJI 11 . cl- I , I'll, Km� 'TO SUB-RMP,�r Wil-H 1?14,e� I .. �'� IN �4ASWI 'V ' m1k, iOIK4 I , � Wf MIKTRUCTIrl"", :A(�H ".11-i" , A - CIINCR&Tj� 3, , L T ct'iv C I I A t4o a I if ,,,�E,,� A,,4,,.i,jDf, or ��J�Ti,',�7,*j�,',Mf 7K 0 A - / :: �� I . .. . 1. _4_ _ , :f I �, '* � I _�. � . � ' 'ri! - vw* ttlo� ,6,16k, ... + V - -11 = ... _ . I 3> - . - IT I IN, FRAM", C-11w�TPUCTV'R4. i%Tr.-Arii MULOM-l' , �;OBscm,A7- 11 . . .. . 11 B B 9F sUrMM110" �,'W. )'o e,0,1p_N/F ,�-v5a- mk. v-,q;r,D;,ZN.z .1"I'm %,,tiw�� rf�,Amtf� '. , �, + 1 4', i'MUON A)7ACH,KM sN SO,Uq'�� t1"9'1s ,r,fp, 4�,,- 'mmn. 1. .. I ; � I .. A 11 . I . I . I .11 � . I � I : : , , I _______ � �* `-, I il I � I � ' 7- "' i I � . , I . ... z :� i, G E N E. R e'A L A L. U! N1 -1 N Ls'P! C+ 0 k 0 � 1 �: � i I . I . WHIG I �. r_ARROLL70M TZ_x11A$ + EMIKE �4 . E � ' I I I I I. Z, t: . 10 ' � :.. nA mv � JL44'�� � I �. � + ?��Lomx�,,Iijm Tuot � , C61A , . i 1. _ _____.. � ; d - --- ------ I ... L�__ T'111� FIN �'URIZMNAL MULL! I \v, i'� '. , . I / . - '. � t,?uo,lowk.. 01C No . � , ,�, 11 1-1411TI: 'C'.-,�'XT,r-ic�'�;''!"'.�f��"' E(__[,: ,-, r '11, _/ __ Aew"VN --.-. 1. . � �,: vot_ - , .. r -ON 1� BB I I t 11 . I .,_._...1__.111 ... 1.__,_________ � I � A�T. ____ M"� H :. � Inc .. � I - _.. . :. - Wi1.110 1 , 2-1r.- .1 - � �, ,,, I � ---- I .. I . . 11 I I . , , �.)4 �;",w . .� I I � ��jw�o ii�o�'".6,��;��e,,��t.tm�.�,�-A.t,.]O.,M%,tA . �#� 04 mir ". ., -8, 1 1 �+ . � E. R. # 00.06 71 � ___ - - Lij 4) U) - (D :�i x Q Q _j U_ < , U) +J < U) E� 0 Ld 0 = �r M Z = __ I— LU U_ 4) .— 0 Uj < 0 2 Z�- Q 0 F15 z < 00 2 0 (q (D W R �3 0 ZD f__ cr 0 = 4) w cn 0 0 ZD - o 0 Uj I U) in p R= C I Uzi <0 m 12E CS c a- 2 �< �_ U) z < 0 j2� z Z wx 0 Q 0 uQj E5 w ma �g l.-; :-� =� cr L g LU <;:, = o ::) 'n Lu� < 0 a. (1) x co < 0 Uj � U) 'o o 4) Lu x �-;� o = L) F__ < 0 z Z< :E ::� LLI �- ce X ) LLI 0 < z :-> + W U) Ui < ;� U) LU 0 0 U U_ �5 �� :;it LE 9 - (Y) LL_ >< ;2� 2 o C:) F- M 0 LL. LU < LLJ t-- 0 if 0 U) x 1--- 0 I" U �o co 't Q� 0 LZL, LD �� -:] z CY) 0 1 1 t : < _j CY) (Y) < i 2 LxLj 6 no: - x LL C,4 N ZD = b F- -j < . c)) < _j �-= LLI -1 I 0 ,� C5 0 f) �<- 00 00 CY (6 ck) - Lo � -1 -1 U) 0,- _j � .. 0 r- �_ _j Lij _j Ff. Z;pi--- ,�t CL o o _j > � 'w " ( ;-)R-- m < Zi 4 < 0 0 11 . Uj (D 00 (3 = z �_ - cm z D - - U) 3: (v 4 0) 0 Z L,j < - 0 U) �� -0 iz) x C,4 to U) co i)� 0 �- C) o %-I * Z c� z Lij Z < C) U) W _j C) 0 Uj In U. - 00 0 LL) < L, 0 ma:n - I— 00 l- 0 = U F� = LL LL IL _j �-- l'- N Lr) LU i-) U) - �-_ U.j a- _j co - , 0 �-_ 1--T = � 0 1 LU Z (n C) X LLJ 0 0 IL w _L: LLJ ,-- (j) co -t, 0 0 - 0 U) < LLJ - N M =) , L, g U1 p: z w z , -2, (3� �_ - �, < = I.. m 2 -2 M Lo FD ,< _1 LL n _L_ MONZ 0 CL ?I < -r LU U) �L m _; Uj WN N 0 m 1-- Ljj -J �_ = :3 U) (.D < - cc IzT < �_ rZ LU o - _j _j = < m Ccl LL, Z) 0 < Z) < < 0 LL 00 D (-) _� ---� Uj _j a (� C6 r'L �-- - Qo C) CL N Ljj o M p ,< C) () LL. v-� = rx CL,t Z:) P: a) 11j 0 = �-- (n x 0 � %_� 0 cr = 6 �- Z F- 0 � L0 0- _r F- UJ < �� U) 0 § Fi) 'C-/-) 10 El I I 01 < 0- cn 0 2: 0 I , rr, I lii'.,tj�-.-,..N�,�-�..i:: ... ,., `-�.... ,,Y,�.'im _'�",� -.1 �._-10_ ,I .,........,R..'�'�,"-.' 1. �:.�i� I]. . . I �iii i��,!..i! 0 ,...�.K :iXiK: - , �:Z',,'.*.mK.K� . - ._ - I ��'-i�".K!1'11_1'111 .. ." . -.111.-ffil' 0 . ,...., :1 � i���*,*�g'�-,7."' ,�.,Kll*� ..... ., ,* MM _., ... _', . �;,Q iA,6,� " � ���ii�...�,,�...",k,*I?",.�,,, w '1� . . . . . . . . go ,� * ,� . . . . . . . . . . . . . I .. 1, - ,I. � �i��.**�-I-*,` .. -- M, .� .,_m-i---':*1 .,.1,..''.. �11 � .;1 -�`,�,.*.11 , w -.1,11.1.-I ;j-�*-`, ".."i " "..' -, `i�;10.1 , . ,.��,,i i�i�. . �_ -1 o 01 q - '. z - ,_ [*, , �`,**-: - *s ......'w"..; . . . . . . . . . . '... .. ... ... ..... .�. 0 .. imi�`*::! �� L ii,�,*:- . :i�i.ii� , �i.'. "', ,1 -::,:.:::.. U > r- i.id: ig�::-:,:,.:::_ . I .., .11 ,1.1. I 1. ii-ill 1. 1,11111 .,Ill :�.Zn,,-. -.-iiii .�,i.... . �.*iiil`.�.,�'� :i:Rl . . . . . I , - El jK:': . . . . . . . . . . . . . . . . .:.. ��', .j 6 . .... ..... I�Kl "' ., 1", m ". a �.*M&iiifi:,�."" En co Ln �`�'111`,�,*Mlillv I �,l�'..�;,�--,-,,'�'! — 0 , �.--...I�,.-..����,�,-.��,,'.�-.., > w tD (p ...... I M',!',�-1,.`,.k' - a M tn iz�-�.k"�i;;:",,�`, ��,,,l -,>.�'.�,*�--f 0 i'��.ilp,,�t', 0 (q � ...... ., ii` A" .1-,411 . I I < I i�Kjj,'�,,jk--*. li§,., cn _j M M""", �-.� .11.11-1-0? "" �;�i::i'��. I I .�`��.'.w., — LL r— ,..,, � ��'i.-I.�."."",��*le�"-l".� i'l."Mil �.".� �`. :�iR.1� "M 11 — , �iiii:,�:Ilik�,,�"."! -� w CL , iiliii��`.`!"A! �_ ���i..���.��'.-"�1.1.��k...*.�;",., � 2 �i�"."�,,:�::�,,.,,--.'.i�,�i� ��:mikl ... 1`1�1' :;:�:&._ 1.1 4 :;11 1111.1'.. . , "', - -� I I 1` �!]...1-N- .0.1�011 z �_ ��',�'i'.�"Z��*.��!.�,,� _ .u:k-...k.-�,,.� . %,m �-. -.i],.,L-g- �'. ,..� -,'i�-','.-g.,,M�,�,., 13 " 11 1,� ..... ... ....'.., �� `..-..,.1,,--.��-:, - .... '.. . 0 m W T ir z w a I. - at IZ z ZW rh < 4 M W 0 0 M 0 x w m 0 I- Z 0 z Z a Uj cx - in- -J 2 - a omo Z " ;- :; n Tq - ir - 0: .cx � LU 0 > = Q �_ LL < I= (1) In 0 0 LU - -, LU CID 73 w n 0 Ectm 0 �_ > I.- (1) 0 U) z CN 0 L6 (/) ('� > LU T-i rr LIJ 2 0 L) �_ cr z LL Z �__ 0 - < z - Z L.0 11) �- U) > 0 p z E3 LU 0 z C) () < :D 0 - j:j Z 0 LU = 0 �_ F_ cr_ F_ I 0- U_ = LLI EE = ��: _j < Cj LLJ LJJ of 00 = F- l__ i.- z Lij - = 0 �-- C) Z =:) >_ o a: )� < m = �� t= 0 LLJ 2 a- ��: L) z LU < z 0 <� = Lij 77 CL z 0 z < i (-) z = SL) < 0 = a_ . . �__ :2 =) -_ SHEET NO. a_ = 0 0 . LU 2 S-17 0 m V) =) . m 0 LAST PLOT DATE 0 N ('�)) January 19, 2005 , I ,� . , I i. ......................... � _[___� — ,ill, 1� I W9 BY WOOD SUCK ANCHOR - �EtQ�G � •1�-:1�2" �,�; A�X. 6Y (3'i�iEf BY >�iia6 x. $ 'v f��1X SW 473'1ER5.. (SEE Noms) f?TII.ERS. ?� 1k11=# 11 &Y t�F11Atis f XR "W. em.RFm. ( c NoTes. df SF SOR£�+/ ATtpti ANi tOR SEE t OMS) MM -CAULK YtiEr eeN wow DW FRAME 9UCK & MASONRY. atAFiB IIl OPENING MY OTHERS GLAZING 4 (SEE, NETT�s 1 1-•�1 f 4 Mlill. f 4 McFitAlEriT 1€4" sHf4 P RlfkdEXP CAULk w 6Y OTHSRS STUCCO BY OTHERS Dom HEi�a}ii 9�9 ffS° MIN. Etef£ifENT C.ONCfRE,TE OR MASONRY OPENING 8Y OTtERS 1 � e. r.&* 3r kfi060 iaRtOF'C .gem � op, VIA,' CIA, TAPCON 6'. �f 1 FROM U-S tswt" 0.c. MAX SY OTHERS CSIL#LK SE�fit t1Y� eo WCYO & r.AtRa^{ fllT4f� AYL $/ SPACE 2 eY X 8GOYC� FAItNtVS 'D Bulgy EY 01HERS (SEE NO"t 16) i 9N'Ej LL ION ANCHOR CHAR CALL DOOR 714.pdois IN sit..#. iN HEAD Ens ,1Ai�6 "UP .?iC(1#� °afiFtlP . S3 ZE SIZE IN t�P it} 46 PS€ it PSF' . UP TO PS $1 F TO .' #�P TSj CONFIGi. RATION : Ii�CHF-S 45 PS TO 60 i'SF O€' TO 70 P$F 1'ip a46 PSF ap iG 6Ci PSF OP iF� 7b PSF M, 76 PSF --4 '�: t� 60E8 k4. OX. >CX 60X0. 3 3 4 3 4 3 3 4 3 8 6068 X0, Ox, XX 8066 X0, QX, xx 72 .x a-0 96 x 4 5. 5 S. 4: 5 5 � 1006a x0, ox, XX :5080 XO 0X; XX 120 X. `sp w )e 96 S 3 a 3 7 3 6 3 7 = 3 LT ' 60w x0 ox, XX ir� x 96 4 i 6090 Im, OR.,LM d }TCI 6-1- t YY Y Oq 4 4 H: W." a } 1 c 6 7 k a 5 GOO <W+ £>rems,F , k{i 1 { c � � a i TO 4 .5 e$,68 OV) 15fxle i 01t0 #+4xr a,4 x %j 18A /.. x pi', 7 1 3 7680 0\0 91 Ir X 96 j 1 9080 OX0 12€ 80 OX0 tU9 s« X �tr) 145� V X 6- S 6r: 55 is 6 906R xix 1C16--skAo:X.80 -5 5� 7 6 8 15 7 6 9 0 4 S. 1206E xdx .15068 %IX 142-04$ X 80 178�vs X 8Q 7 6 I 10 11 9 12. 1¢ 7$eo Xx -%, A6 X 96 5 5 5 5 0080 Xix la -viA. X 96 5 5 S 5 6 7 h 6 12050 XIX 142-acts X 95 : 178 Aa X 96 7 5 to ' ;2 7 10 #0 f 11 15 6 6 E . 12068 OXXO, xxxx 12 -t.. 148- Am X 80 6 , 7 9 6 T 9 _ F 10 5 i 606s Ox)(0, xxxx t62- ti/* X 80 9 11 t 2 10 t:5 t' 1 10060 OAO. XXXX -f2o--$A.x 8C 6 5 7 6 8 1(T8U t7XX i ? 192 v.X $ 12 19 4 8 14, 17 GFt TE e1R (. CALI4IE BETWEEN` A5 RY BEM€fitG. Vx74JTt BUCK_6G i�lA, 0 NIN 3 £3Y €t§C S CONCRETE OR MASONRY ..„.a ..�. OPENiNG EIRA , _Y �i Y � 4I kfLEPdG: � � �bfBEAA(�t3T St,LfP RG GLASS DOOR I N1 aILL. LT(a T ` 3 1N HOWwa"TRifx -\ \ , H i 9ED Or CON -TION ANCHOR INS TALLA :. 3/°1r D? A. TAPCON i'iti i Ui i. t) DOOR WA AWWN Rf�OYU*3: f4sEuifICI4, 2j T00N - Vt #NVAALLAPON ANOM5 # 3!%>i< muss BE OF SJFF'IOEtNT tE4lfxV, TO AC#11E+rE Wm r MOMNM Of 1- 1/4' w IiiTt1_*A k ` 1CR£TF. 08 �tY 19STALFA'I#0 ANOMS UVST OF SUt'M04T LENGT14 TO A�NIF A UX �T AT 1" ittTf3 Two 8Y Yt(i(kl $13m 3) ALTUOUX'TAPtW i4tSTkLA-1" AyC§itTflB ` (3t#4 TO RAM IN FF3 Xt VU_ 4� USE atxk FoR kti kTm SERA. A'R1UND EXF1 tf9R Oi O001f , . •... - - 3� :r EXA& oobot. sib 46 N0,17 UM i�1:N.VU,LLis1�A`I ANCHOR CHAPT. USE AFFOHOR 0UAhrlY USTEa *114 UUT LARM SIZE. fqm M AFPIkmt x T3mw'iwrmft.- f? ta. 8) 7) F!fX 2CE1 0 4d b U3E 05m EYPA�. TO mosieD OPWNPh L14%ILA 13LA�Fi QX 41,,ii� G AtSi?; Rf+i�RUbEit: #"iWMP OLASS I NiwitNEW VARY' PER �� 8Ti3GG0. ! ,'Srti?* 14A"Y flFA�WlR�3ENT3 1 RS:S ` B} ASFt t F AI 4S ALI. f'�;L"3T2RT' A1EtT tAflLr$ 4d0T 8#E^atGti�O �"Or'Y T,RtaCflht :ANf�'AtStt Si?Yi€J4.t? EIE F1„ �&'i?1 � Y1;3. OFSAFFi'FC�k"NT p--�"'-' .... Sy OTHERS � V000 BY 01HEAR:. L 9T1 i£I PftT3 EtiN i' bpi NT �tTO T tK4CAi '7�l CAUL(f S T10EN oil x# � i i C4R►&?RS : s `1 ifs iFt I#f:'R SLihLd ttY1#T BABA' sEAi .- w..r�ow�y�.�. & SLIDING 9;#5) iA81 AS R Q'O. Fii A 3 fiF FNST+�A 4 ATION t+hCililAa5 wI:TH L0.6d� OEAiTIAG StiW. MAX. ALLOWASLF: 3A41V STACK T4 # "" " MASS DOOR '#F? 12, ,tt.L tLVS.TAtLATFCt1 At.F•pi#JRS :�tUSi &E:f�,�iaE. CF �;3C�2(fSiOli ftk�t:1'AcitlT iAA�i?SALS, CONRWRA1104S AM AS _�_..^'J d 34!l10K ia"Ti3iF' W} GLAiiNG i i Ss s cxa i (SEE. NOTES) it3STAL.LAVON ANCKO R f � �13) Nor qi. 0i *FfA4IOVE ARE 640* ON THM faAe0*0, b18NVEWA ANSTALLA-1YON 3ECTIt ws -A-A", "s--a' 3/16' DNA. TAPCON 14j & fsfl04+. #1 F+•p£'�#?A. RPA''LY TO 1NSTAUA1T N Ofi At3. ARPRQYZ:U u`gRiPIGA1kRiAGixi`& WAX AtYA3idA. "Pilfr 30TYi ipPCCKi.#SNCHOFTS tN F3{RAA£i? 70 $£ 2+S° O.0 8L€tIN43.LiLASS 0> � tiit7ERt iiGt[ sSj Swi2AEs t2tt �3#f; : t1 da Sj §AYftT THIS f�FRINT.' AS.^�fJ AFFI E To 73it & +F4i? fYtE� 'Fd4 T) 2YG 2X8 SE SEOASREF, UNE0 TO 3FthNSi�Ii. .WAD TO TK 9ASQIFy_W. CWTE. ot,ka tS3kI�TFiAt �+ q ��j�� �!R5� IAE3_1�.��; T�� f��11u # +sAP�Irr r^fAL'r7?L1GT �•;�e u . ' T o ay mAiAdNo 9`C OTHM SHIM: AS R.EQ'O OAS CITA•tEf�.S DOOR MAMf WAO .04TERIOR {Skf'NOTES) A ]k ff - I STALLATION FR SHIM AS REf3'% INSTA+L.ATIN. ANCHOR (SEE NOTFSi t i Ei�tAETii � SCiREWF t GamFRAME JAMS t GLAZING t. (SEE NO-FES) _. 'T`1V4" MAX, Pki2tME*R GAOLK. 1Ti3CiES V 0TNE;:R4 ii£>.t'ibiT I -.. DOOR W O F.S@r"RALi.'t` AF%f''CY tAifL4ZFFVG ..! v '9 t"MBELIAIRNT C3f1f'j'R SiL1., �f`t , i Sit:i: iRd Ct gCRET€ OR AAA�f?Y 1 1+ilPlO WSTAL ATION ANatO t 3/le WA, TAPC40N 13 OOt MAlos"N. RSL otkum A1,1.t3Y 6063, i' � osl)iI.3,Alm A#iC:#iws a'B' a L ikI35T K OF S TMQt -IT i.it418 TO A(AiKW WN. OU40MENT OF 1-1/4' Ard mAi,� fart• % fC.. PO SGR i #ti>v ". T3tN Ati I ORS WSr eS OP SE3('ti6ftrr LOOTS To. ACFieW A UN. 1 m BY rtAfilf. 3: xlfwx 'XA>pGt#Itt.:INSi+RLL�s`,M ANW4"fftUtii TO6�tCfi :!N FR1ikIEE;' SFU 4, 1�51 f43t 4' ifAET£R � �r. JVI VTM � riom, aj .If .eXA0f8 . i$$ NOT [ SIM F.f4 It<V$T'9L#A i* Atd£N(* CHART- td.SE ANCHOR QUANTITY F;,FSTED WTH NEXT LAR,-ER 5F�iE FxiR T+f AF#?R13ftAn orst `N M#RE 00410. €+1 F.00 P ET t F . £a UI 0-0a$T gYPAPt bow 5f2E, To aNt%!f'o g0tw4 0. ?' NR`#ttAt T 6LA ,6 (i1?#, SfD#ALE OLAZFNG ALSQ . RE1VM. r*VP6'AW t' $1�!#CAf1fM MAY VARY PER REi�JPFREKNIS rV �t91st.Ft54®� C�fAft�S 'RLI FAGTi TX AFF I tTR5IE5, lfiT E±kSft JEd FA4 ti SnllLtA31VN 1NGHC?Fi.9fi�A1iA OE Fit3.w "IN #B so Ld UiF2f}Ei$Y'1FF 3Ti<it3 13RC3AriEE $1K f" p0m, 0..01T t FAAMAO 8) id#Fs / S114 Ci]F iF$ me 10 ZE tw.&6tL Y±BTf) A 641 jOW SEAM. SEAI;F.'R. 1 j' Stti?k A«S 0k1 AT. A y i IRSTALI A" ii+ *fORS WTT,'r# LOM) Bt ial3NO MM, MAX. AIL"A%F %iIW -S ACX TO 5fn kX-1-SCREW# \ / INSTALLA'nON ANCHOR SPACE S�F TI ,14 B TWO 8'Y FRAMING I#Y OThen H(}dt( 8ioRip I"WO BY FRAMINC BY Ot IERS tltDm VAOTH - A CAi , SIZE & %C NFi URA Fite fi INSTALL_A 00 1ZF 1N INCHES TAPCONS TiON A/161 NA, IN SILL, ANCHOR #8 IN CHAK SC.REW$ s4CAD ; ! s EA JA4fEi _ #a SOf iN f.fow Up 1'0 4t P$E 46 PSF TO 60 61 MF TO 70 VP TO Psf, 46 i to 60 61 PSf 10 70 UP TO '0 PsaF �p 74 'GP PSF OP P C1 + to � #'S1 tjP 5F Ci Ida - 5C66 X0, ox XX f 60 x $0 i 3 I � 3 3 3 3 4 4 4 4. 4 1068 X0; OX: XX 72 X 60 A 4 5 4 5 6 4 4 8m X0, ox. XX 96 X 60 5 I 5 8 4 i 4 10068 Xt), ox, Xx 120 x 'so 61 6 7 :3 6 ii: 5080 X0, C}%, XX 6080 X0, OX, XX 60 X 96 72 X 96 3 3 3 3 3 4 r 3 � 4 a 6 b aceo X0, ox, xx. 96 x 96 4 ( 4 5 `3 5 5 5 6 15 3t 766 4XCF 120 X as 91 vt I 1Z $ 7 9 b 90" OX0 X 60.{[ 6 6 7 6' 8 6 .7 6 ` 1f1. ,4 4 4 4 12068 {?X€1 1t4068 OX0 14a s!a X 80 181-4/4 X 60 § 7 � 1 10 ': 13 � 12 7680 Ox17' 91 .1/4 X 96 jj 5 5 S 5 5 6 5 a 6 7 6 S 8 9080 OX0 12080 OX0 t AO LJXf 109-3/4 X 96 145�-$ X '" ill 4. A ##6 i 6 7 6 '3 S 3 13 5 .6 10- t`2 � � tr. 6 16&8 xiX 9�Af 5 _.. w _. S � £ � 7 ! 4 4 9MB Xtx 12068 xfx 10$_Vlel x ESL# 142"AAf€ X .� 5 .7 5' i 8 7 9 + 10 1 44, 4 #50" X1X 7680 XIx 176- OAR X 60 es tm X se. a $ 1:0 5 Ili 5 9 5 12 14 5 ` 4 I 6 4. ` 080 x4x 12080 dtx i08+ 9(A6 X 96 x 5 7 5 8 6 6 3 10 7 11 t 8 XIx 479v X L $ it . � � 6 6 1i1 s oxxR41- X 12OU OXXC? 1XCXX #2i3 SIB X t3R.4 144. t4j-# X t'F+ _ u 7 7 1.2 9Q 15 4 4 16083 OXXO xxxx 192-6/8 X 8f3 9 11 7 10 13 4 10080 03CX0 XXXX 1 3fi Ark 9E+ 8 6 to 6' 8: #1 6 6 6 612080 0X)(0 XXXX 14R840 oxxo. xxxx 14-4 sA X'96 w* X 96 !! 7 t ?3,,,,___ � 8 S 2 #'�' S Y 4-. 10 ........?'4' 17 ..1392 _ . .. DOOR WIDTH INSTALLATION ANCHOR I SCREW OAULK BETWEEN SHEATHfNG $e HOOK STRIP BY 4`f}-t(:Rs /- SHEATHING ( ^FAY OTHERS STUCCO f4 GLAZING--'" ^ 63Y E1TiiEkRS. 1s) :ALL NS'...AC81(A^i f.AA.NC»I•kO3QS kUtT MAbC �:Cv�01R �ok4 F,ws*.'T.4F"T mf""IWAL. s uae �s F is f + �N I sti sK':& t Ft et Frs F oviirFC r� s artzr. o sa�r s t tcF a: Fad u�4 Fxrn o tag r L aTsora(SEE NC s) t'rra tt#S7'.J�Tti�t t�.�°tr. f } hit3i d?..#: (XX\'FlCrttCtl%'3i%?!i.N iisT~Mn At30YE i�SiF Oii lT'FFS'A3RA'l14P1f`i HDS1� IA�aTAi3.14iitFA# 5f-tRtN "fi-..,T ^ "8-8" °!SUOIf� GLASS - '3c i#OCit CIF t, 1~Adl. e'4Pi''i.Y T4 aTdLF:,&7FON '.pia. kp 'f;dSi+2i3 >ufAl'TI�TW+`RA1i+SPt6. DOOR INTEdiLOCK. t a}SARk .E" S�As�NG 8k #'7iF3�d '1'hPCU.� t!7#ftFyRS 2'C E$ 24 tt �: x .SIagIEA6F •;A $ € A% �r-A rF sus raT ac,sa..>+ F.I F. rt� 4 ar: s. o �. HOOK` TR P , DETAIL t rr 1001 W, &r*t kd• � Cotr0lo#T;. TX 75W P.4. fox 0044,. " ti f I'v f; SERI S 420/430 440 SUDING 0L.AS r r ' ';1: tkSt tLLAMON DETAILWITH TWO ICY FI(, ><DrWw vy oy SIR 4 .A CCAf�t , - 11XY6 - E;.64 0006871:' W � qq�� W Q LL Q won,o N z �JJ Ui ino� G� CO W U x�=o O Z) Li- U °..� cn W oz 0 0 O r � p ® �< wa�Ofi N o z -z � o W Qz�O pw¢p i. F= N _ -` m Q U �¢zz LU v I_Z ~ ® :D LU aQz:E + O cn ® �z + cn W OJ LL F,LC <C _o p F-- + (y) L0-L CO 0 W Q W 0Ulae�v w N O W pWwoY� EE U a , t zcY) ccio Z) �FW-0a- X LL- N O6d- ce Qzm oJ oo op (!) < < JW 1- 'ta 00Jp J > = d6 Cd - Q w S zOD V I-cn i�: w - O �- O W pZUU ® O LLJ��LJe. p0p 0Uz �u-LLn- = _j F- O N Ln zwa� ooWZ O �r� o 0 Wpw5zpzmw m (A 0 ¢WO _ SpZ W O JI_:zm P5w0 Z p m0NZ LLZp c� Lo 7 w:;7 OQC G:-4 � � W O =wtn° (f) < _j LIB ri�pNN A6 c��6Jd Q~ CO Z< p �co OZ Q O LL`i=Q�I WLU JOOh--e= ®_ ��f-U(0 =�p�SZpQU Q0 OF-O W oo�O_�_ I-�(n05cncn0❑ ® W Lo 0)<a.cn0Z QSI--w0 Q 0 W "ate ♦ , LL U) r Q r ,} )t zz. ® > T �y N e x Ilo e U) m LA 4JJ ❑ * > W 0 0) , m Q ® ..,� JL �. uk L g � W e A a. as .0t*�' i2*'fi'` 7 \, m Yx;, }s ❑ ^kC �� < W N ZW�I.. LLI U) a: pi=- zv Z� �o w y y = G Z I- 3,j .J o WQ :t> �LLa®V1 naoUjW =e=F�0 t->h-y0 U) N O U) N LLJ r-I rr, w Q z z Q J d SHEET NO. LIJ 0 0 () 7" z Q Z O > U.]Z p O j0o Q p I- Iw- o0 W lL _ =3: Q 0 U' m�z 0 I- U zZ) O a >- o 2 z LLLI :sW� ® IL z 0 U Ld= O U w 2 S-18 S m O 0 LAST PLOT DATE N January 19, 2005 A A • f �� i� �OV01)