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BIN A-5 PERMIT 3117
USP 'MP4F' PLA TE TIES @ 24" o,c, MAX. II I I ROOF ATTIC SPACE CaNT. (2) 2 x 6'5 SECURED TO TRUSS WI 12d NAILS, STAGGERED @ 16" O.C. 2 x 4 DIAGONAL BRACING @ 48" O.C. MAX-SEE FRAMING PLAN AT RIGHT: SECURE TO (2) 2 X. 6'5 AT EA. END Wi (2) 16d NAILS 2 x 4 SOLID BLOCKING BETWEEN BOTTOM CHORDS OF TRUSSES @ FIRST FOUR FRAMING SPACE AS SHOWN SECURE 1/2" GYP. WALL BD, CEI~ING TO BLOCKING Wi 5d COOLER NAILs OR GWB54 @ 7" O.C. MAX. GABLE END, DET A~L I SCALE 1/2" = 1'-0" ........~ ,~:- .... 4________4__4___::~~ :: ~ -~.... _....__~_....._..___..,fi.....'......,,~.____.~....._._____~......_~,__......,....._.:."'::...:....<';. ~ .~-...... .......'-0- :--..,,,,,, -- '-..., ~ "-.., ,.... ~-- ____._,L=:~::..:-_=::...,__~::.:=~:.:=..::.:,,==~::.::.._:::.:=..::::=..::.7_=,:.:=_..::'''':"=''::':'=:_'''__~''' " ._, 4._.__~4._,__".._,__,,~_,__,,~,_.__"4'_'_"'~"'-'_'_"""~"~'~""_.__".'~'_.___""_'_'_""""',_,~~_,___ ..,-,-~.,-,,_.n~'~_'_--"'''t-_::'~-,--..; EXIST. EXIST, EXISTING RESIDENCE TO REMAIN I i WEST ELEV A T~ON SCALE 1/4" = 1'-0" I : I MATCH EXIST. GABLE END MATERIAL = ~ t")I Iw . > ro<( w NEW OVER- HANG MA TCH EXIST. ADDITION TO LIVING AREA EX, REMAINS EAST ELEV A T~ON SCALE 1/4" = l' - 0" 220# ~BERGLASS/ASPHALT ROOF SHINGLES TO MATCH EXISTING NEW OVER- HANG MA TCH EXIST. NEW NEW \. EXIST. WINDOWS THIS AREA NOT INDICATED '\ / ADDITION TO LIVING AREA EXISTING RESIDENCE TO REMAIN ,~.----_.... ... SOUTH ELEV A T~ON SCALE 1/4" = l' - 0" NOTE: MATCH EXISTING FINISHES AND PRO~LES AS CLOSE AS POSSIBLE (TYP. ALL ELEMENTS) lDJ = m OJ ~ 0 Z =4 z 0 i= 0 0 <( N @ I f.0 ~ ..- I -l -l <( ~ W > 0 NOTE: ALL NEWLY INSTALLED WINDOWS SHALL BE LABELED 'ANSI/ AMMAINWDA 101 IIS2' MATCH EXIST. GABLE END MATERIAL ROOF TRUSS BR'G. = 108'-0" 12 MATCH I EXIST. -- - --- ._...._--,..__..~ NEW S.G,D, NEW OVER- HANG MA TCH EXIST. --..,...,... '......- ....' -'-,..--_.....~ FIN. FLR. EL. = 100'-0" (REFERENCE) MA TCH EXIST. ADDITION TO LIVING AREA ~:t~~C~. .~"') ~ 'It)' SHEAR WALLS NOTE: ALL MASONRY PERIMETER WALLS ARE TO BE CONSIDERED SHEAR WALL SEGMENTS EXCEPT AT DOOR AND WINDOW OPENINGS AND WALL LENGTHS LESS THAN 2' -8" IN LENGTH, DET A~L~ REVISION 8'( 86,83' I- U W l- I U ~ <{ ,,--.... I") .- co "'--'" . ,-- --, L.() f'. .- co I (() co N I'~ - - I I ! i ! ! "' 192 s. f. ADDITION TO LIVING AREA 2 o I (J) CL ~ I") w tci I I") to 1")[::: .- er:: .- <{ I WI") 0 tOco 1")- >- ...j- n::: ~ "lOt") <{ ,,~ -.-J 00 xLL"-.../ I 0 ..~ I- m<{1- CLC3 . ~ "'- .o<{x I~t-~ 1(-_. I I I i I i I I i I ,1/ >, ",.....-'idj . .. ,,!' -) ~.~~" ...~ ;j;",.:il~...:.~- ;.:..h....;.!: r-... ..- ~I I I I~ o o ..- I:~ I:: I~' f I' I' I'" 'ko~' ..,.' $:. .' ..- , III III II'" I" .' : :', III,~ III III III '" EXISilNG RESIDENCE TO REMAIN ~ t~ j..~'. " \ \ \ r=25.00' , " "" NOTE: ALL EXISTING DRIVES AND WALKS 'TO REMAIN NOTE: ALL EXISTING FINisH GRADES TO REMAIN . U Z,-I f--l,-l L.{) " C'J rJ)C'J ~ (1j rJ)'"(J f--l ,~ ~ 8 ....-4 ~ ~ co ~ ci ~ ~ o..q< ~ "0 I Z ~..q< ro co ~ H co ~ "...- Z S3 ~ Q)~ :> o ,~ ~~ ~~ ~ ;j ~O: ~ ..q< Uo f--lC\1 ~ o Z~ o~ I---ol '1'4 ~ ~ I---ol~ ~ tti' r"'I~ I---ol , .... ~~ ..q ~ ~ u~ Z ~ Q I---ol en W ~ ~~ ~~ ~ ~ o~ u~ en~ ~ z:-,. , .....- -- I I __J ..... - 61.45' ,... APPLEGATE DR~VE S~TE PLAN SCALE 1" = 10'-0" ALL \VORK, SHALL ' PREVAlLL\;GCODES C"..:r:LYV'lTIIALL COOE, NA 1JONAL Ei. FLoRIDA BUILDING ClTyOFZ&UVolJn ~CCODEM'D , -.. ,v~ORDlNANCEs LEGAL DESCRIPTION LOT 1 ALPHA VILLAGE ESTATES, PHASE ONE AS RECORDED IN PLAT BOOK 19, PAGE 69, PASCO COUNTY, FLORIDA NOTE: PER CHAPTER 16, 2001 FLORIDA BUILDING CODE, THIS ADDITION IS A 'PARTIALLY ENCLOSED' BUILDING. @ COPYRIGHT, 2004 H. iliA YER HERSOM, ARCHITEC AND ASSIGNED OiliERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. ;, , DRAWN HTH CHECKED HTH DATE 4/14/04 SCALE AS NOTED JOB NO. 04026 SHEET A=1 (y A-2 SHEETS WINDOWS & DOORS NOTE: ALL WINDOWS AND DOORS INSTALLED ON THIS PROJECT MUST MEET 120 M.P,H. WIND RESISTANCE PER 2001 FLORIDA BUILDING CODE. DESIGN LOA~~ WINO: 00 M,P,~,./' ROOF L.L. 20-~s:r MIN. D.L. 10 P.S,F, MIN. GARAGE SLAB 100 P.S,F. LIVING AREA L,L. 40 P.S,F. D,L. 15 P.S,F. PER SECTION 1606.1.8, THIS STRUCTURE LIES WITHIN EXPOSURE CATEGORY 'B' FOR WIND LOADS, ,....~.~..._-"..-.~'_......... / ", ,/ "\. THESE CONSTRUCTION DOCUMENTS HAVE .I \ BEEN PREPARED BY H, THAYER HERSOM,.I \, ARCHITECT (FL. REG, AR10528) AND ARE! ' HEREBY CERTIFIED TO COMPLY WITH ALL i \\ i APPLICABLE SECTIONS, 2001 FLORIDA BUILDING CODE. \ ~ {( {0-'i. ) ELEV A T~ON8 ~ / ....~'...- -_._-,,-,,~_.,....-........-/ 8~TE PLAN ~ EXTER~OR REVISION BY CONT. 16" WIDE x 20" DEEP MONOLITHIC SLAB EDGE/FTG. W/ (2) #5's CONT. LAP SPLICES MIN, 25" & TIE W/ WIRE. TYP. @ PERIMETER . . TIE NEW FTG. REINF, STEEL INTO EXIST. FTG, BY DOWELING NEW (2) #5's INTO EXIST. FTG, MIN, 7" AND SET W/ EPOXY GROUT (TYP. WHERE NEW FTG'S. MEET EXiSTING FTG'S,) 18'-8" r- u w L{) r- I"- - ~ :r: CO I U to 0::: CO N ~ <( (f) ~ x I") w ^ ~ :2 CO ~ . 0 I (f) 0... 0::: I") N W to :r: I") to 1")1"'-- I"'-- ..- 0::: ~<{ I 1")0 to W 1")_0Cl >- ..q-cr::~ NOt<) <( -.-Joo XlL.'-" :r: o ..~ r- m<{1-- 0...;3 . L "'- .O<{X :r: cLf-~ 111"111 1111'111 I i ~. III III: III III~ III . "cxJ I a ..- · It ~HICK CONC~L;;- WI - - - - - I 6 x 6 10/10 W,W.F. OR RECESS SLAB 3/4" FIBERMESH REINF, ON @ SLIDING GLASS I 6 MIL. POL YETHELENE DOOR TRACK VAPOR BARRIER ON I CLEAN, WELL-COMPACTED SAND FILL W/ SOIL POISON- liNG (TYP,) MATCH EXIST. LIVING AREA FINISH FLOOR . L ELEVATION ~YP.) ~ l 100 cfm f 10x8 I~,-~ 6w d'IO ,.__.C_"_._" . TO EXIST, MAIN TRUNK 3: w z . PREMANUFACTURED & ENGINEERED WOOD ROOF TRUSSES @ MAX. 24" o,c. TYP. SECURE TO NEW MASONRY WALLS w/ USP 'DTC' TRUSS ANCHORS TYP, EA. END, EA. TRUSS MATCH EXISTING OVERH~" TYP. ---,--1-'--1- I .. TIE NEW FTG. REINF. STEEL INTO EXIST. FTG, BY DOWELING NEW (2) #5's INTO EXIST. FTG. MIN. 7" AND SET W/ EPOXY GROUT (TYP. WHERE NEW FTG'S, MEET EXISTING FTG'S.) 8'-0" #2 S,Y,P. CROSS-BRACING BETWEEN TOP CHORD AND BETWEEN USP 'MP4F' BOTTOM CHORDS AND BETWEEN TOP PLA TE TIES CHORD EXTERIOR TRUSS TO BOTTOM @ 24" o.c. CHORD FOURTH TRUSS TYPICAL MAX_ \ @ 48" D.C. AS INDICATED -,--tl----,-----i I I -1 J I 1 ~ I MECHAN~CAL PLAN SCALE 1/4" == l' - 0" FOUNDA r~ON PLAN SCALE 1/4" == l' - 0" I EXIST. TRUSS ---- I TYP. AS INDICATED I CONC, GROUT FILLED BLOCK CELLS AS IN- DICA TED w/ (1) #5 VERT. REINFORCING CONT. FROM FTG. TO TIE BM. LAP SPLICES MIN. 25" & WIRE TIE. 5-0 S.G,D, L-7 UNTEL I .-, .-... --, .._' ...- "... .... _.' ..- ...- .....- --,'- -.. . ....., "- "- 6'-0" 18'-8" SECURE NEW MASONRY WALL TO EXIST. PER DETAIL ON SHEET S-7 7'-8" 5'-0" "- "- "- I ~-- L___L_i I w <..? o 0:: WP GFCl t o I N . EXIST. "- "- "- 3: w z c::::> Z~ O~ ~ 'N ~ ~ ~~ ~ ttl ~~ ~~ ..q W ~ U~ Z w ~ ~ rn. w ~ ~~ Q> ~~ ~ Q> O~ U~ rn.~ ~ z:.... / NEW FAMILY ROOM VERIFY FIN. FLOORING ON CONC, SLAB/ 8' FLAT CLG. "cxJ N I I a CD ..- ~~ l);~ ~0Cl a.~ SECURE NEW MASONRY WALL TO EXIST. PER DETAIL ON SHEET S-7 = CD .- I N l EXISTING RESIDENCE TO REMAIN) EXIST. RIDGE TO REMAIN ~ EXISllNG ROOF & STRUCTURE TO REMAIN \ 8'-0" ROOF FRAM~NG PLAN sd LE 1/4" == l' -0" ELEcrR~CAL FLOOR PLAN SCALE 1/4" == l' - 0" 192 s.t. ADDIT10N TO LIVING AREA FLOOR PLAN SCALE 1/4" == l' - 0" . U Z~ f---4 ~ to " C'J lflC'0 ~ ro lfl-u f---4 . ..... ~ ~ ......t ~ ~ co ~ d ~ ~ 0 ~ E--t -u I Z ~ ~ ro co ~ H co ~ ...--.. Z ~ ~ Q) co ~ >--- o ....-4 ~~ ~~ ~ ;j ~~ ~~ uo f---4C\1 ~ @ COPYRIGHT, 2004 H. THAYER HERSOM, ARCHITECT AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. lYP~dAL ROOF FRAM~NG PLAN NOTES · i 1. UNLESS OTHERWISE NOTED ON PLAN, ALL FRAMING TO BE PREMANUFACTURED WOOD ROOF TRUSSES AS DESIGNED BY A L1CENSEDI STRUCTURAL ENGINEER IN THE STATE OF FLORIDA (LICENSE CURRENTLY ACTIVE). 2. ALL TRUSpES SHALL BE INSTALLED @ MAXIMUM 24" o.c, 3. ALL TRUSpES SHALL HAVE MINIMUM TWO-POINT BEARING WITH THREE-POINT (OR MORE) BEARINQ ITYPICAL WHERE POSSIBLE AT HIGH UP-LIFT AREAS SUCH AS PORCHES, ETC. 4. THIS PLA~ AS INDICATED is DIAGRAMA TICAL IN NATURE FOR PERMIT AND, CONTRACT PURPOSE~ ONLY. ANY REVISIONS AS REQUIRED BY THE TRUSS COMPANY S ENGINEER AS INDICATED ON TRUSS COMPANY'S SEALED DRAWINGS SHALL SUPERCEDE THIS DRAWING, 5, TRUSS COMPANY'S SPECIFIED HURRICANE AND OTHER ANCHORS SUPERCEDE ONE SHOWN ON THIS DRAWING, 6, ANY REVISIONS OR ADDITIONS OF AND TO BEARING WALLS AS SHOWN OR IMPLIED ON THIS DRAWING SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN A TIMELY FASHION lAND IN WRITING OR DRAWING FORM. NOTE: PER CHAPTER 16, 2001 FLORIDA BUILDING CODE, THIS ADDITION IS A 'PARTIALLY ENCLOSED' BUilDING, DRAWN HTH CHECKED HTH DATE 4/14/04 SCALE AS NOTED JOB NO. 04026 SHEET A=2 OF A-2 SHEETS PER SECTION 1606.1.8, THiS STRUCTURE LIES WITHIN EXPOSURE CATEGORY 'B' FOR WIND LOADS, DESIGN LOADS WIND: 120 M,P,H. ROOF L.L. 20 P.S.F, MIN. D,L. 10 P.S,F. MIN. GARAGE SLAB 100 P,S,F. LIVING AREA L,L. 40 P.S,F, D,L. 15 P.S.F. SHEAR WALLS NOTE: ALL MASONRY PERIMETER WALLS ARE TO BE CONSIDERED SHEAR WALL SEGMENTS EXCEPT A T DOOR AND WINDOW OPENINGS AND WALL LENGTHS LESS THAN 2' -8" IN LENGTH, WINDOWS & DOORS NOTE: ALL WINDOWS AND DOORS INSTALLED ON THIS PROJECT MUST MEET 120 M.P.H. WIND RESISTANCE PER 2001 FLORIDA BUILDING CODE, ..."",~--""~---""""-~..-......,.......... /,,// '....~ THESE CONSTRUCTION DOCUMENTS HAVE ;/ \ BEEN PREPARED BY H, THAYER HERSOM,,: \ ~~~~~~CCTE~~~IE~E~,o A~6~~t~) ~~S :~E ( Ii APPLICABLE SECTIONS, 2001 FLORIDA BUILDING CODE. \ I \ <)(~ / \. ) I ,,~, / '-"'--, ".// ""'--....~~._...-.............. PLANS II GENERi\L NOTES: 1. A11 work shall confonn with the ],ltest adopted edition of the Florida Building Code. ~[echanical Code. Plumbing Code. The Na[ional Electrical Code and all ~pplicable codes and regulations, lOi:al. city, state. feder~, safety board of fire wldef\\r1ters and fire department. STRUCTURAL NOTES 2405.2 Hazardous Locations: 2405.2.1 The following shall be considered specitic hazardous locations for the ,purposes of glazing: Connt:ction Fastent:r Joist to band joist, fact: nail JOist to sill or girder, toe nail Bridging to joist, toe nail each end Ledger strip Sole plate to joist or blocking, face nail Top or sole plate to stud.. end nail Stud to sole plate, toe nail Double studs, face nail Double top plates. face nail Continuous header. two pieces Ceiling joists to plate, toe nail Ceiling joists. laps over partitions, face nail Ceiling joists to parallel rafters. face nail Rafter to plate. toe nail-~-' -- Built up corner studs Built-up girders :md beams. of three members 16d common 3d common 3d common t 6d common 16d common 16d common 3d common IOd common IOd Common 16d common 3d cornman 1. Glazing in swinging doors and tixed and sliding panels of sliding (patio) door assemblies. 2. Workmanship shall be equal to the best trade practices. 3. All installations of manufacture's specifications shall be in exact compliance with manufacture' s printed instructions, I I Glazing in doors and walls of e~closures for hot tubs, whirlpools, saunas, steam rooms, bathtubs, showers and other such facilities where such glazing is located 36 inches or less, mearured horizontally, from a standing or walking surface within the encl1sure and where the bottom edge of the exposed glazing is less than 60 ipches, measured vertically, above such standing-or \valking surfaces'- i - .--- - - ! I Glazing in an individual tixed Of operable panel adjacent to a door where the nearest vertical edge is within a Q4-inch radius of the door in a closed position and whose bottom edg~ is less than 60 inches above the floor or walking surface. I I I Exception: Glazing in wWls perpendicular to the plane of the door in a closed position in Grou~ R3 or within dwelling units in Group R2 shall be subject to 2405.2P(4). I I Glazing in an individual tixed ot operable panel, other than those locations described in items 2 and 3 abov~, that meets all of the following conditions: -~4.1 :-Exposed'areaof an individualpane-greater'than'9-sq-ft-.--'-- --------.- 4.2. Bottom edge less than 18 inches above the t1oor. 4.3. Top edge greater than 36 inches above the floor. 4.4. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. j .t. Contractor and/or owner shall verity ~J existing conditions and dimensions before any phase of construction is to commence. 5. Contractor and/or owner shall coordinate all work between site. building, electric~, mechanical and plumbing before each phase of construction begins. ,- 3d cornman ' 16d coaunon IOd common 6. Do not scale plans. ., j, Wood Structural P:meIiSubt1oonng 19/32"-3/4" t Od common or \ Od hot dippt:d galv. box nails Wood Structural PanelJRoof & Wall Sht:athing 8d common or 3d hot dipped galv, box nails Gypsum Wallboard I 3i8" drywall nail 4. I ----I \I." Nwnber of Spacing 3 3 :2 3 at each joist 16" o,c. ') -t 24" O.c. \6" O.c. \6"o,c, along each ed!?,~ 3 3-16 or 4-\ Od common 3 24" O.c, 32" o.c. at lap and bottom :md staggered 2 ends and at each splice 6" o,c. edges and 12" o.c. intermediate 6" o,c. edges and 6" o,c. intermediate and 4" o,c. gable truss 7" o.c. on ceilings 8" o.c, on walls ----. COi\IPONENT-&-Gb-ADDING-DE-SIGN-PRESSURE~ 7" Q,C, on ceilmgs ! 2. ' '..d.ryI\' a II nail __8"_0._c.,.on 'Nalls 5(8" 3 tab asphalt roofing shingles I 'I," min, 11 ga. Galv, nails with min. 318" diameter head (120l\IPH, 3 SEC GCST. l\IIN 2 1/2, EXPOSURE B, L\lPORTANCE FACTOR =1) (PSF) 5. All glazing in railings regardless of area or height above a walking surface including structural baluster panels and non structural in-till panels. I j I TRI BUT AR Y AREA 1 I I ROOF \V ALL I (FT1 ) i I I I (GCpi = +/-.1 S) (GCpi = +/-.1 S) ! i I 10 I 17,5 -58,7 30.4 -40.7 . I I 20 i 16.0 -., .., 29.0 -38.0 I -)j.j I I I I 50 I 13.9 -46.1 27.2 -34.3 I I I 6. Glazing in walls and fences enclosing indoor and outdoor swimming pools and spas where the bottom exposed edge of the glazing is: (1) less than 60 inches above the walking surfa~e on the pool side of the glazing, and (2) the glazing is within 60 inches hori~ontally of th~ water's edge of a swinm1ing pool or spa. This shall apply to ~ingle glazing and all panes in multiple glazing, I 12A ) 2.4 -40.7 -40.7 j-n _).7 ') - - ~),) -31.6 -30,8 100 I 125 [ NOTES: I, For effective ~eas or wind speeds between those given Jbove the IOJ,d may be interpol~ted, OtherWIse use the lo~d J,ssoci~ted with the lower effective ~ea, FOUNDATION NOTES: .., TJble values shall be adjusted for height ~md exposure by multiplying by adjustment coefficients in tJble 16062 D of the Florida Building Code 2001 1. I I STRUCTUI{}\L NOTES: CODES: 1.1 Current edition of the 200 I Florida ~Ui]ding Code. 1,2 Building code requirements for reintorced concrete (ACI 3IS-95), 1,3 American Society of Civil Engineer minimum design loads for buildings Jnd other structures (ASCE 7-95), 3 Plus Jnd minus sIgns stgnii'y pressures '-lcting toward ~.m Jway from the buIlding surbces, I I I L I I I PLANS AND SPECIFICATIONS COl\IPL Y \VITH THE FLORIDA i BUILDING CODE 2001 EDITION, SECTION 1606 FOR 120 \I.P.H. I \VITH A 3 SECOND GUST, EXPOSURE "B" \VIND ZONE. I i I ,--__J 1. SOILS: 2.1 Minimum allowable soil pressure 2000 PSI. 6 fasteners pt:r shingle 3. CONCRETE: 3 I Concrete compressive strength J,t 2S'd~ys: 2,500 PSI (Nonnal weIght). Reinforcing bars: AST~l A615 (Grade -to), Welded wire fabric (WWF): ASTM A IS5, Detail reinforcement in ~ccordance with ACI 315. Concrete coverage of reinforcement: Footings 3" bottom Jnd sides, Earth supported slabs: (Including exterior walk and driveway slabs) 3 112" thick, reinforced with 6 x 6 - 10 x 10 WWF ~t mid depth of slab, Fiber- mesh may be used in lieu of WWF at contractor's option, Concrete operators shall comply with ACI standards, Lap splice shall be as follows: #7 bar 35"; #5 bar 25"; #4 b~r 20" ~nd #3 bar 15", STRUCTUR/\L DESIGN ClUTERIA: INSPECTIONS: 3.2 3,3 3.4 3,5 3.6 AI] Electrical, Mechanical Jnd Plumbing rough-ins must be complelt:u, inspected and approved before requesting the framing Inspt:ction, 3,7 3,8 4, ~lASONRY: 5. Design and construction shall 'COnfOrTIl to the spec] ficatlOn of the N ~t!OnJl Concrete ~1asonry Association and {\CI 530. Minimum masonry unit strength: fli 1350 pst Mortar shJl[ be type "S" All block cells Jnd caVIties below grade shall be filled With concrete when stem wall is gre~ter than 2-t" tall ~b1ve grade. WOOD: ) I Wood ~tructural framino members: ~2 Southern Yellow Pllle (unless noteu -. " ::;:. I othef\vise) WIth an allowable bending stress (tb) per NDS-91 = 1,:250 PSI I Jnd a modulus of elJ,sticity :::: 1.600.?OO PSl. All exposed wood or wood In contaq:l with e~r1h or concrete to be pr~ssure treated, I Roofshe~thing: 15/32" C-D grJde plywood (or 7116" OSB) under 15# felt under 240# fibergbss shll1g1es. I Untreated wood shall not be in dire~t contract with concrete. Seat plates shall be provided at bearing localiois without wooden top plates. ! 4,1 Dead Loads: Live Loads: Areas: -t,2 -t,3 Dwelling Floors: Balconies: Shingle Roof: Built-up Flat Roof: Tile Roof: --+0 PSF :.l0 PSF 30 PSF 35 PSF 35 PSF 15 PSF 15 PSF I () PS F 12 PSF 25 PSF -tA - .., ),- Shingle Net Uplift: Built-up Flat Net Uplift: Tile Net Uplift: 10 PSF 13 PSF 15 PSF 5 3 ... 5,4 ~- ( REVISION BY - ~ U W ~ I U 0:::: <( L.() f'.. ~ ex) I CD CO 0-1 "..-.., 10 ~ CO ~ . ~ 2 o (f) 0:::: W I I CL 1'0 N CD 10 (D nr--- r--- .- ~I OCD _. 00 --('"j' -- 0:::,...... Ot<) ---lCX3 lL. '-... O::::r;) u-W-I0' >-~ .-f" \".~ ~x I 0 ,,4: I- CO <{ I- D-~ . :2 "'- 0.......... x I .......... 4: o...l-u... ".~ ~ :",t.:. ._':<""""'~~'~ i.~,_,t~,.~,.~ :,,; _'-_ ~~'1 r;~"'j ;"-'~:7.t ~] ~t~ ~m '!i.t.~,',.""~.:--,,,,;_-~,~,j \-. l :',~_~~ r~tJ ..-..,<--~ t'c"C,~",~,,~","~""~,1,,~ r. ~ ts~ ~d l~ m ~~ ~:i:.J a~J rn [~ ~~ ~.L,",::,',:",.:,~,--'~"~','~,~,-.~ ~ ::; ~1 ~9~ @ COPYRiGHT, 200:~ H. TrlAYER HERSOM, ARCHiTECT AND ASSiGNED OTHERS, NO UNAUTHORiZED USE OF 1,NY PART OR ENTiRE DRAW1~iG AS PRiNTED ON TriiS Si-iEET, HI SECTION 104 1O-t.2.6 Certificate of Protective Treatment for prevention of termites. A weather resistant jobsite posting board shall be provided to receive duplic:lte Treatment Certificates as each required protecti ve treatment is completed. providing :l copy for the person the permit issued to and another copy for the building permit tiles. The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment. site location, area treated. chemical used, percent concentration and numbeLof gallons_us_ed,Lo~stablish a v_~rifiabkrecord of pr~tective treatment. If the soil chemical barrier method for tern1ite prevention is used, final exterior treatment shall be completed prior to final building Jpproval. 1O-t.2.7 Notice of termite protection. A permanent sign which identifies the termite treatment provider and need for re-inspection ;,md treatment contract renewal shall be provided, The sign shall be posted near the water heater or electrical panel. SECTION 1403 1 ~03.1.6 In order to provide for Inspection for tem-ute infestation, clearance between exterior wall coverings and final earth grade on the exterior of a building shall not be less th~n 6 inches. Exceptions: i _H_ [, Paint or decorative cern~lntitiouS finish less th:ln 5/8" inch thick adhered directly to the n asonry foundation sidewall. ') Access or vehicle ramps which rise to the interior finish floor elevation for the width of such ral Ips only. 3. A 4-inch inspection spa e above patio and garage slabs and entry are as. 'f, If the patio has been soi treated for tem1ites, the finish elevation may match the building inte or finish floor elevations on masonry construction only, 5. Masonry veneers. 1503AA SECTrON 1503 . Protection against decay and termites. Condensate lines and roof downspouts shall discharge lat least 1 foot away from the structure sidewall. whether by under$round piping, tail extensions, or splash blocks. Gutters with downspouts ar~ required on all building with eaves of less than 6 inches horizonti,l1 projection except for gable and rakes or on a roof above another roof. lrrigatiqn/sprinkler systems and risers for spr;.ty heads shall not be installed within I foot of the building sidewall. SECTION 1816 1816.1 Termite Protection. Tennite protection shall be provided by registered terrniticides or other approved methods of tern1ite protection labeled for use us ;.t preventative tre:ltment to new construction. 1816.1.1 If soil treutment is used for subterranean tem1ite prevention, the initi;.tl chemical soil treatment inside the foundation perimeter shall be done after all excavation, backfilling and compaction is completed. 1816.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall be retreated with a chemical soil treatment. including spaces boxed or formed. 1816.1.3 If soil treatment is used for subterranean tennite prevention, spuce in concrete floors boxed out or formed for the subsequent installation of plumbing traps, draws or any other purpose shall be created by using plastic or metal permanently placed fonns of sufficient depth to eliminate any planned soil disturbance after initial chemical soil treatment. 1816.1A If soil treatment is used fqr subterranean temlite prevention, chemically treated soil shall be protected with a minimum 6-mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. Any work, including placement of reinforcing steel, done Jfter chemical treatment until the concrete tloor is poured, shall be done in sw;h manner as to avoid penetrating or disturbing treated soil. 1816.1.5 If soil treatment is used for subterranean tennite prevention, concrete over pour or mortilf accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment. to enhance vertical penetration of the chemicals. 1816.1.6 If soil treatment is used'for subterranean tennite prevention. chemical soil treatment shall also be applied under all exterior concrete or grade within I foot of the primary structure sidewalls, Also, a vertical chemlcal barrier shall be applied promptly after construction is completed, including initial landscaping and irrigatiolllsprinkler installation. Any soil disturbed ;.ifter the chemical vertical bani~r is applied shall be promptly retreated. 1816.1 Termite protection. All buildings shall have pre-construction treatment protection against subterranean termites, The rules and laws as established by the Florida Department of Agriculture and Consumer Services shall be deemed as approved witn ('espect to pre-construction soil treatment for protection against subterranean tennites. A Certiticate of Compliance shall be issued to the building d~partment by the licensed pest Control Company that contains the following statement: "The building has recei:v~d a complete treatment for the prevention of subterranean termites. Treatment is in accordance with r'ules and laws established by the Florida Department of Agriculture and Consumer Service" 1816.2 2303.1.3 Penetration. Protective sleeves around metallic piping penetrating concrete slab-on-grade floors shall not be of cellulose-containing materials and shall receive upplication of termiticide in annular space bet\~een sleeve and pipe, SECTION 2303 After all \....ork is completed, loose wood and debris sh:lll be completely removed frorrlunder'theb-uilCiiiig ana \vitniTfTfo-ot thereof. All \vood ~ fon115 and supports shall be completely removed. This lT1cludes. but is not limited to: wooden grade stakes. forms. contraction spacers, tub trap boxes. plumbing supports, bracing, shoring, fonns, or other cellulose- containing material placed in any location where such materials ;.ire not clearly visible and readily removable prior to completion of the work. Wood shall not be stored in contact with the ground under any building, Exceptions: ~1aterial which are of naturally durable wood or are pressure treated for ground contact, and which are installed with ut least 6 inches clear space from the structure to allow for inspection and treatment for termites. 2303.1A In order to reduce chances of termite infestation, no wood, veget;.ition. stumps. dead roots, cardboard, trash, or other cellulose-conwining materi;.i! '----~ -shall be buried on,thebuilding-lot-within.l5-feet orany building,;r.the..- position of any proposed to be built. 2304.1 2304.1.1 2304.1.1.1 2304.1.1.2 2304.1.1.3 230-t.1.2 2304.1.3 2304.1.4 2304.1.4.1 2304.2 230-t.2.1 230~.2.3 SECTION 2304 Protection Where protection of wood members is required by this section, protection shall be provided by using naturally durable or preservati ve-treated wood. The expression "naturally durable wood" refers to the heartwood of the following species with the exception that an occasional piece with comer sapwood may be included if 90% or more of the width of each side on \vhich it occurs in heartwood: 1. Decayresistant - Redwood, Cedars, Black Locust. ') Termite resistant - Redwood. Eastern Red Cedar. The expression "preservative-treated wood" refers to pressure- impregnated wood meeting the retention, penetration and other requirements applicable to the species, products, treatment and conditions of use in the applicable standards of the American Wood Preservers Association (AWPA) in Ch:lpter 35. Wood subject to dam;.ige from both decay and tennites shall be J. nilturally durable species resistant to tennites or preservative-treated, Tennite protection shall be provided by tloor framing of naturally durable wood, preservative-treated wood, soil treatment or other ilpproved methods, In geographical areas where experience has demonstfilted a specific need, ilpproved naturally durable or preservative-treated weod shall be used for those portions of wood members which form the structural supports of buildings. balconies, porches or sinlilar permanent building appurtenances when such members are exposed to the weather without adequate protection from J. roof. eave, overhang or other covering to prevent moisture or water accumulation on the surface or at joints between members, Depending on local experience. such members may include horizontal members such as girders, joists and decking ;.ind vertical members such as posts. poles Jnd columns. Form plastic insulation The provisions of 2603.3 shall apply to the installation of foam pbstlc Installation in close proximity to the ground. Wood in ground contact or exposed to the weather Wood in contact with ground or below ground level which supports pem1anent structures shall be ;.ipproved preservative-treated wood suitable for ground contact use. Exceptions: I 0:aturally durable wood used Il1 contact with the ground for suppOr1 of structures other than buildings and walking surfaces, ') Wood not preservative-treated used for supports where entirely below grade water level or continuously submerged in fresh wilter. Post or columns supporting permanent structures which ure closer than S inches to exposed ground in enclosed craw! spaces or unexcJvated Jreas located within the periphery of the building shall be approved naturally durable or preservative-treated wood, 230~.2A 230-t.2.5 2304.2.6 2304.2.7 230-t.3 230-t.3.1 230-t.3.2 230~.3,3 230-t.3A 2304A 2304.4.1 230..A,2 230-t.5 230-t.5.1 230-t.5.2 2304.5.3 Wood posts or columns exposed to the weather or in basements or cellars. and which support pennanent structures, shall be supported by concrete piers or metal pedestals projecting at least 1 Inch above concreteor masonry floors or decks and 6 inches above exposed earth and separ~lted therefrom by o.n approved impervious barrier except when approved naturally durable or preservative-treated wood is used. Clearance between wood siding and earth on the exterior of a buildine. shall be not lessJhan{) inches_except wh~Ee sidi~g~_sheathing and wail framing are of approved preservative-treated wood or 3pproved naturally durable wood. Those portions of glued laminated timbers which fo011 the structural supports of a building or other structure and ilre exposed to weather and not properly protected by a roof. eave or similar covering shall be preservative-treated or be manufactured from naturally durable \vood, Decks. fences, patios, planters or other wooden building components that directly abut the sidewall of the foundation or structure shall be constructed so as to provide: 1. 18 Il1ch clearance beneath or, 6 inch clearance between the top of the component and the exterior wall coverina or o ' 3, Have components th-aC:Ireeasily-rem'ovable by scre\vsor hinges.to---- Allow access for inspection of the found;.ition sidewall and treatment for tennites, .., Crawl space construction Crawl sp;.ices under buildings without basements shall be ventilated in accordance with 1804.6,3.1. All wood framing and sheathing less than 8 inches from exposed earth in exterior walls that rest on preservative-treated wood, concrete or masonrv foundations sho.ll be approved naturillly durable or preservative-treated - wood, When the bottoms of \....ood structural tloor elements. including JOist. girders and subtloor. are less than 8 inches ;.ibove the horizontal projectIon of the outside ground level and extend toward the outside e.round bevono the pbne representeJ by the interior face of the foundatlon~ wall stud~. such elements sh;.ill be upproved natur:llly durable or preservative-tre:lted \vood. When wood Joists or the bottom of wood structural tloors without jOists are closer than 18 inches or wood girders are closer than 11 inches to exposed ground located within the periphery of the building over crawl space or unexcavated areas, they shall be of approved naturallv durable wood or preservati ve treated wood. - Slabs Sleepers, sills ;.ind sote plates on a concrete or masonrv slab whIch IS In direct contact with earth shall be approved naturally d~r;.ible or preservati ve-treated wood. Wood structur:ll members supporting mOisture pem1eable tloors or roofs which are exposed to the weather, such as concrete or masonry slabs. shall be of approved naturillly durable wood or preservative-treated wood unless separated from such tloors or roofs by iln Jpproved Impervious moisture barrier. Walls Ends of wood girders entering exterior masonry or concrete walls sl1:111 be provided with 'Il"-inch :lir space on tops. sides and ends unless approved natur;.illy durable or preservative-treated wood IS used. WO?d f~rrin~ strips or other wood framing members attached directly to the IT1tenor ot extenor masonry or concrete walls below e.rade shall be approved naturally durable or preservative-treated wood,~ Wood used in ret3ining or crib walls shall be approved preservative- tre;.ited wood. Exceptions: 1, It may he of wooo that"ls not preservatlve,treuted when the \vall IS nol more than :2 f1. high and is separated from the property line or :l pem1anent building by a minimum dist;.ince equal to the height of the \V all. .., It may be of approveJ naturally durable wood when the wall IS not more than 1 ft. high and is located on the property line, 3, It may be of approved naturally durable wood when the wall is not more than -+ ft. high Jnd is separated from the property line or a pem1unenl building by ;.t minimum distance equal to the heie.ht of the w311. ~ j!{&?l REVISION BY , I- U W L.() l- i"- - ~ I CO I U to CL CO <( N ~ n ~ or- 2 CO "---" 0 . :c (J) 0... CL n W N to I n <D n I' I' ..- cr::: or- <{ I n 0 <D w- OO .. -- t'0 "n:: -N -. ,- >- ~ ,--.., N 0 t'<) <( -.J ..- 00 X LL '-'" I 0 ... ~ ?- m <{ I- ~ 0... 0 . :2 "'- . 0 <{ x I . ~ 0... l- ll.. ~~ ~~~ ~l ~ W ~~~ ~~ ..--, 0;'11 f:..~~:"'~ ~:;': ~ i{~j ~ y~~ ",..,~~,'" IIj ~ ~ ~ ~ ~ f,01 ~J ~!l ",.J ~ ~ i~ ~il [fP ~~ f~~ I ~~ ~~ ~,,1 I ~~ ~~ ,...~ io::kf: ~ ~ I ~p ~~ ~J ~i ~ :~~-~ ~i i..:~;~ ~ ~lfJ \.....:.~ @ COPYRIGHT, 2002 H. THAYER HERSOM, ARCHITECT AND ASSIGNED OTI1ERS. NO UNAUTHORIZED USE OF ANY PART OR ENTlRE DRAWiNG AS PRINTED ON ThiS SHEET. DRAWN CHECKED HTH DATE SCALE AS NOTED JOB NO. SHEET 8=2 1,1 SLIDING GLASS DOORS. GLIDEI{ & SINGLE flUNG . I \VINDO\V L'\TSTALLl-\TION: 1. , 35 PSF or less Design Pressures - use # 8 scre\lis with ~~" minimum embedment into \vood bucks of masonry structures, 45 PSF or less DesIgn Pressures - use # 10 scre\llys wIth 314" rmnlmum embedment 11Ito wood bucks of masonry structures. I 70 PSF or less DeSIgn Pressures - use 3/16" dial concrete screw anchors wIth 1-114" minimum embedment into masonry concrete block, (Alternate insullatlon fasteners may be # 10 wood screw with 1-1/2" rhinimum !TIto 2" x 4" wood bucks,) ! .., J, +. InstallatIon fasteners In wood frame structures shall he IOd naIls or # 8 wood screws with a 2" fmnimum embedment. ') InstallatIOn fasteners should be located a ma.\lml1m of 6" from comers and a maximum of 24" (unless noted otherwise) apart with at least one (I) fasteners per 2-112" square feet of gross window area (adjust fastener spacIng to meet WIndow area re4uirements.) 6, Fastener should be made of sUllnless steel or have adequ;lte protectIon against corrosIon .., .. Wood bucks should be adequately fastened to the structure Jnd he pressure trcuted pme WIth J mInImum thIckness of 3/4" s L'se a hIgh quality caulk between tlange and wood buck, tlange and s1l1, naIlmg tin and \\/ood frame, wood buck o.nd masonry, and other locations as necess~y to waterproof J.nd secure the windows and doors q The responSIbility for selection of thIS product IS to meet any appJic;lble local la\','s. buddIng codes, ordinances or other safety reqUlrements rest solely with the archItect. buIlding o\vner and/or contractor 10 W:\RJ'\TING: Insect screens W'e Intended to provide reasonable Insect control Jnd are not 1l1tended to prOVIde security or prOVIde for the retentlOn of objects or persons from the Intenor, 11 NOTE: AJl windows specified are hcobson WindO\y Company or use equal manufacture w1th equal installation specifications, SINGLE HUNG CODE WiNDOW SIZE MD SIZE WIDTH X HEIGHT 12 19';ax26 19]'4x26 13 19 I:a X 383'a 19 ]'4 x 383/8 '4 19 'ia x 505!a 19 314 x 50s 8 15 19 Ila x 63 193'4 '1.63 16 19'iax76 19 )'4 x 76 3212 26 Ii, '1.25 27 "8 x 26 33/2 26 1/2 X 38316 27 I/a x 383 a 34/2 25 li2 X 505!6 27 lia x SOS,a 35/2 26'/2'1.63 27 "a x 63 36/2 26 ' '2 x 76 27 I'a x 76 22 37 x 26 375i6X26 23 37 x 3831a 37 5!a x 383'a 24 37 x 51)5!a 375'8 X 505,'a '2WE 37 '1.573/4 37sIa '1.5731. 25 37 x 63 37 5ia x 63 26 37 x 76 37s'a '1.76 32 53 'Ia '1.26 53 31, x 26 33 53 I/B X 38316 53 314 X 383;a 34 53 118 '1.50518 53 3/. X SI)5;8 '3WE 53 'iB x 57314 533,. '1.573/. 35 53 'Ia x 63 53 31. '1.63 36 53 'Ia x 76 53 31. x 76 HORIZONTAL ROLLERS CODE WiNOOW SIZE MD S!ZE WIDTH X HEIGHT 3212 26';2 '1.26 27',x26 33/2 26 112 x:38 31a 27 I'i x 38 1;1 34/2 26 1/2 X:50 s'a 27 'a x 505'a 35/2 26 1/2 xl53 27"ax63 22 37 x 261 375'ax26 23 37 x 38iJa 37 Sa x 38 J, a 24 37 x 50[51 37 5'a x 50 sa 25 37 x 63 375ax63 32 53 '!$X 26 531'.x26 33 53 liB '1.'38 3/a 533,. x 38 lli 34 53 Ila x 5051a 5311. x 50 5'a 35 53 lia x 63 53 1/. x 63 42 74 x 26 745"ax26 43 74 x 38 lta 74511 x 3811& 44 74 '1.151& 745/& '1.50 51a 45 74 x 74 Sla x 63 D.22.P 74'~ 14sIax26 D'23.P 74 x lta 74 s/e x 38 3/a D.24,P 74 x 51a 74511 x 50 5,& D.25,P 74 x 74511'1.63 D.32.P 106"'1" 100 71!X 26 D.33.P 106 II. 38 li& 100 71i '1.38 lia D.34,P 106 I,. 50sia 100 7/1 X 50 511 D.3S'P 106 '" 63 106 l/a x 63 HORIZONTAL ROLLERS I CODE 1'1,'001'1 SIZE ..\ :J , SIZE "'IDiH X HEIGHT ,- -- 6121,P 73 x 25 73511x25 6131'P 73 x 37 735'Ix37 6141,P 73 x 49 735:8'1.49 6l51,P 73 x 61 73 5,. x 6' 7121,P 85 x 25 855'8'1. 25 7131'P 85 x 37 85s:ax37 7141,P 85 x 49 85 5'B x 49 7151,P 85 x 61 85518'1. 61 8121,P 97 x 25 975'ax25 8131.p 97 x 37 975/ax37 8141.P 97 ~ 49 975'.'1.49 8151'P 97 x 61 975'8'1.61 9121'P 109 x 25 109 s'B x 25 9131.P 109 x 37 109 SIB x 37 9141,P 109 x 49 1095/~X49 9151.P 109 ~ 61 109 SiB X 61 T.22.P 111 x 25 111 5i8X 25 T.23'P 111 x 37 111 SiB x 37 T.24,P 111 x 49 111 5/8 ~ 49 T,25,P 111 x 61 111 518 x 61 I SLIDING qLASS DOOR ____J CO~E ACrt.:t, S~ZE ,~~ ~ d_~ SZE WIDTH X HEIGl-<l 'u_. 2D2T I p! [XOI (OXi I , 50 x 6 ! 691 ~ 80 6' .I, ~ eo .l, 6G x 68 7 \ 7, X 80 7j J'B ~ 80 J,/, 8 C x 6 B 957, X 80 97 i, X 80 Y, ',00 x 6 a 1197 x 80 12:) )'8 x 80 Y. 3D 3T (XXX) 108'u803l. 9 C x 6 I 10 x 80 12 ex 6' \4 x 8D 144 "2X 80 Y. ISO X 68 178 '; x 8D 'SOx80Ji. 3D 2T (OXO) 110:li8 x 80 Ji, 90'1.61 10811 x 80 120 x 6' 144 If x 80 1463'8 x 80:10. I 50 ~ 6 a 1807i x 80 182 :li.x 8031, 4D2T iXXXX) iDXXOj 144 "8 x 80 Y. 120 x 6 a lH" '1.80 16 0 ~ 6 a 191 I{ x 80 Ino/axSOY' 200 x 5 a 239 I' x 80 240 >', x 80 J,/. f,J,j.~0tjH" I I O"tl,:!.(j 1 I to'~ [<.1 :> '.1 (, ,,'NWOW IVID'H , 5;B' I~ (, ,SL,DING GLASS DOOR. ' 1/2 SIt1P50~ "HD'2.A v//5/g'1 rj ~OL-r AJC.~ce vv' / CoI' e,t1 BE'.,[/rlE.J-r ~LDW (IYP,) E,6.CJ S I v€- / )12 II .c;yP. ~J 2'~ 5" PI. w'a:::v JA0e. J ~ CxrE.!ZIO!2 HJISIJ rrl I + I L_~ J211 E.X( PLYwooO ,I (~) Z X - JA~B ,I r-l x- -r~M I r- Illx _ VOO~ SToP .. ~I L-L(l/ L.aL vl/~ 5 yE!ZT1L:bl- ( 5') /211 rJ X 011 I~.Y Bol- T5 " . .~ t'x 8" ~-r, w'COl7 JAMB c:coe ~JO Co~JE:CTloJ PEJZ ~A~E (;Q)l2: M~klurAC:ltJae FRAME GARAGE DOOR JAMB DETAIL c.o J-r WCCf.? lei M ccoC? ~06JJJk-r,o~ PEe ~~E.. ~ MbWtJF~c:rCJ~ MASONRY GARAGE DOOR JAMB DETAIL SCALE: NTS HORIZONTAL ROLLERS CODE ,..Iit,DON S,ZE ~\ 0 SI ZE WIDTH X hEIGHT , 2121 25 x 25 25 5'8 X 2 S 2131 25 x 37 25 5'8 x 37 2141 25 x 49 255/8'1.49 3121 37 x 25 375'8'1.25 3131 37 x 37 37 51a x 37 3141 37 x 49 3751ax49 3151 37 x 61 375/8'1.61 4121 49 x 25 49 5'8 x 25 4131 49 x 37 49 5'a x 37 4141 49 x 49 49518'1.49 4151 49 x 61 49 51a x 61 5121 61 ~ 25 61 5/8 x 25 5131 61 x 37 6' sla x 37 5141 61 ~ 49 61 5/a x 49 5151 61 ~ 51 615/ax51 6121 73 x 25 73 5'8 x 25 6131 73 x 37 73S!ex37 6141 73 x 49 73 5'e x 49 6151 73 x 61 13 si6 x 61 lod I G?I' 0, C. I JAJ LfD To od NAILS FRAME DOOR ATTACI-IMENT DETAIL SLIDING GLASS DOOR I 'r.OOE AC'GA. S'ZE .,~-'---1 SIZE \VIOT" X HEIGH' I 2D2T, --r- '-I ,XX'IXOIICX' 50 x 8: 6ux 8~ 8 c x 80 10: x 80 SCALE: NTS, jrllJ. 1'1ea" t;bP TYP, 59 ;, ~ 96 7 \ , ,t 96 95 7.! x 96 1:911 t 96 6' Joe .( ~6 .H. , , 1)). x 96 ~, 971'8 x 95:1, '2' )'8196:1>4 , \ 3D 3T (XXX) 90 x 8:; 120 x 8 ~ 1 50 x 8 0 '07 x 96 108 .'1 t 96:1, ;43x 96 I 14~ "lx96 Y, 178'IIX96 1,80 x 96],0. i -t 2411 rlW lYP. t SCALE: NTS, :;II~} X I J411 TAPc.oJS tnJeU BLCCk) HI 1)411 ~MB~Or-1EJJT I . \ ( . I I , 1\( ~'I ~ , i 411lYpi ~ l ~LLJt:.. ~O~ ~TTOM O~ p~ BtJGI~5T0 P BEFoeE. ~AST8JI~ TO etDcY.. trYP.) 3D 2T (OXO) 90'1.80 120 x 80 1 50 x 8 0 108 7:8 (96 144 )'8 x 96 '80 7a x 96 110:1>8 x 96 :1>. 1463'i x96:11, 182 li x 96 J,/, I rA5f&J res I Jro Ml\ootJer [7 rf2Arl E.. WALl- 4D2T ,XXV) rCXXO! 120 x 80 16 ~ ;( 8 c 20 C ~ 8 0 144 >'8 x 96 Yo ',n 5ia x 96:11. 240 >"1 ~ 96 :;, 143"ax96 191 'ie i 96 239 'I x 96 I J [:X).A/ j::"et. M E, ~-r BUCkSl1ZlP ,. r , . f7LOCK/MAsoJlZY , r \ !Pff...CA5lSI} 1411(TYP) 1 . .. 1 ' Ni~DCWS SLIDiNG GLASS DOOR _U JACOBSON W~NDOW COMPANY ~ BUCK STlZIP hlAlLt.D 10 f="~ I t-JL; wI I ad ~6..1 LS 51IQ,C. ~1~1';''E... ~\ASC'1~'I' 0P€ri;.~~ ....CIGrl':' MASC~iflV OPcNI~oG hcGHl MANUFACTURERS OF ALUMINUM WINDOWS AND GLASS SLIDING DOORS R Sil.\. c= M 0 = ACTUAL VW'Xii'll1GT ~~ D = ACTuAL DOOR HGT .3;4. 50f N 22nd STREET 0 TAMPA, FL 33605 (813) 247-2710 C) FAX (813) 247-7608 I NOTE ALL NiNDOII ~ SLIDING GLASS DOOR VASO',R'( OPENING SIZES ARE BASED ON THE USE OF 3/4" BUCK STRiPS AT THE JA'/BS M~D AT THE HEADER I~ 0 0 l/oYJl1r( 008nlng FRAME WINDOW ATTACl-IMENT DETAIL f , \ \ MIJ, YI~'~tP_eeucKS1TZIP JOIJr- f=ILLff PI[a:S o~~lJCK5-PZIP MuST BE. 241' 012: L.O~<l E.2 CAUU< e EA', ,JQIJJT: (~) BUCKSTRIP INSTALLATION DETAIL SCALE: N.T.S, SCALE: NT.S, fthlsk REVISION BY \. ~ U W ~ I U CL <( L{) i" ~ co I to co N r-...... 1'0 ~ co '-..-/ *" 2 o (f) CL w :r: . I a.. 1'0 N to I'0c.o 1'01' I' ~ ('\/ ~ <( I LL- 1'0 0 c.o - --bj '1'0--'~ --- >- -.;;;j- er:::: "........ ./f' NS~ '"'l.... X lL. "-../ I 0 ..< L- co <( I- r- a.. ~ . ~ "- .o<(x IcL~~ ~~~ig~~~~~i ~~~ ~~~]~l~~] ~<'~ r!'r~,~:"-.,;,.'r..,~,.~,:,~,',',.,.",,,"l.,',. ~' ~:'.5 '-- - "J. .~ ~ ~ ~ i)i~i.~ I~ ~~~J ~ I 5';~~1 ~ 1 ~~ i~ ; f~ I ~ 11 ~l 1;::,:, !;~:. G~ t~11~ f~ @ COPYRIGHT, 2002 H. 111AYER HERSOM, ARCHITECT AND ASSIGNED 0111ERS. NO IjNAU1110RIZED USE OF ANY PART OR ENTlRE DRA\YlNG AS PRINTED ON TI1\S SHEET, DRA"NN CHECKED HTH DATE SCALE AS NOTED JOB NO, SHEET 8=3 @ GAF MATERIALS CORPORATION APPLICATION INSTRUCTIONS ~~~~~~~""~.~r~~~"'-'-- -.4...~...__""'- _t:'~_ n.:...o.;....:__IUL-.. ....-_ rw........,...,.-~_...__.-........ ____......-"-....-n1.~~r.""''"'''~..;:<.~.~.........~,_t(_,~~ Timberline~ Series shingles come in either 36" (914mm) or 36-15/16" '(938mm) lengths, depending on shingle brand, Application instruc- tions apply to both, f-- - ,- - 36" (914mml f. 1-- ""~,, ,.",-".-. \ 11.112" (2nnlill) -+-'2,112" (318mm)' ~ 1 (~5/1Hn) . '.1/2" (3amm) --~ 1, 1/2" (38mm) - I '2" (30-lmm, I I -1-1 I GENERAL /NS-rRtJC.r/ONS --- " . ROOF DECKS: For use on new or reroofing work~ver well.seasoned, supported wood deck, tightly,constructed with maximum 5" (152mm) WI?e lumber, haVing adequate natl,holdlng capacity and smooth surface Plyv,ood decking as recommended by The" Engineered Wood Assn i!> acceptable, Plywood decks for Class A Installations must be 3!H (10mm) thiCk, or yrealer with underlaymenls as noted below Shingles must not be fastened directly to insulation or insulated deck unless authorrzed In writing by GAF Matenals Corporation, Roof decks and eXisting surfacing material must be dry prior to applitation of shingles", , . UNDERLAYMENT: Underlayment beneath sl1ingl~s has many benefit,S, Includ,lng preventing 'Nind driven rain from reaching the lntenor of the building and preventll1g sap In some wood decking from reacting with aspnalt shingles Underlayment is also required by many code bod. les, Consult your local building department for ItS requirements Where an underlayment 15 to be Installed, a breather,type underlayment such as GAFMC's Shingle,Mate'underlayment IS rec, ummended Underlayment must be II1stalled flat. WI\i)OUt wnnkles, '. ' , . FASTENERS: Use of nails is recommended, (Staple speCifications and application Instructions are available from GAF Materials Corporation, Contractor Services Dept. 1351 Alps Road, Wayne, NJ 07470) Use only zinc coated steel or alumll1um, 10.12 gauge. barbed, deformed or smooth shank roofing nails with heads 3/8" (10m;n) to 7/15" (12mm) In diam<:ter. Fasteners should be long enough to penetrate at le~st 3/4 (19mm) Into wood decks orjust through the plywood decks Fasteners must be driven flush.lVlth the surface of the shingle, Over driving will damage the shingle, Raised fasteners ~llIlnterfere With the sealin9 of tne shingles, For normal installation, four fasteners must be Installed per shll1gle, a nominal 5.5/8" (143mm) up from the bottom of the shingle, to penetrate both layers of ..~ the-shlngle,- Fasteners musLbe...lnstalled_ approximately..J :::_1_112'- (25:38mlJ1) _aIld 11-112",12 -1 !2" (292-318mm) from each side, , . WIND RESISTANT: These shingles have a s~ecial thermal sealant that firmly bonds ltle shingles together after application when exposed fO sun and warm temperatures Shingles instaDed In rail or Winter may not seal untlllhe folb/llng Spring, If shingles are damaged by Winds These shingles must be nailed a nominal 5.5/8" (143mm) from bottom of shingles, as shown, to allow for penetration through the double ply area just above the tabs Nails should remain unexpos~d, . I I 15'5;~" I ~43mmJ nommal unt:xposca i and U,(cugh I ""Ih '.,eos , Statluard NaHlrwJ ?al\arn ' fO\J:f" naJJs p&r ::it'llngle ... .." _T' ...a-_.. ~ r ~--.. ... ('j Underlayment: Standard SloPe-4~12 (333mm/m) or n:ore , , Application of underlayment; Cover deck With one layer of underlayment Installed, Without Wrinkles Use only enough nails to hold underlhment In place untlf covp.red by sfllngles Application of eave flashing: fnstall eave flashing sych as GAF Materials Corporation Weather VI/atc\)" or StormGuard" LeaK Barner In locailtles whrre leaks may be caused by ':vater backing up behind ice or debris dams Eave flashing must overhang the roof edge by 318 (10mm) and extend 24" (61Omm) beynnd the inside waif line I 4" i1Q2mmi~ ,. _ Deck 12-(305mm) y:'---~_~__ Mlnlmur:1 SIope,0 ~,>;~ For lower slopes see Sex 1a ,'-~~/,-:./?- ~:, . .-~::.- Weather Walcl1' or StormGuaro' leak a"rrier r- Ail sheets are 36" (914mm) .vIde Shingle,Male" undef1aymenl. 4" (102mml End lap Aiong rake, place drip edge on lop of under',aYn'enl Along eaves put underlayment on 100 01 metal drip edge 4"'3 Underlayment: Low Slope 2/12-4/12 (167mm-333mm/m) ,~ Application of underlayment and eave f1asring: Completely cover the deck With two layers of underlayment as shown, Use only ~nough nails to hold underlayment in place until covered by shingles, Use blind nailing for eave flpshings At eaves and where ice dams Cen be expected, use one layer of GAF Materials corporat~on Vfcather Watch' or StormGuard" Leak Bamer, Eave flashing must overhang Ihe roof cd e y 3!8" (10mm) and extend 2'1" (610mm) beyond the II1side wall line, Wllere ice dams or de~ri. dams are not expected, install 2 plies of Shlngle.Mate' unflerlaYJ11ent Low siope 2' to 4" L--_ (Slrrlln '0 102mm) ~ 12" (305mm) All sheets are 360 (914mm) Hide Shingle,Male' 'Jnderlaymenl , J Rake dnp edge 3i8" (lOmm) Rool overhang 2 Starter Course Apply as shown StaC't at either rake and !ay ;" eithe' direction Non,corroding Mp.tal Drip Edge '\ For m3:1:Inlum wine! resist~nc9 along rakes. cement shing1es 10 underlayment and oach other 'n " 4" (102mm) widlh of ;:'lSDh~ll plastic r(){)f cement P'aca shingle 3i8" (lQmm) ever eave and rake edges 10 provide drip edge Trim tabs off al\ s\after course shingles, lhen place and nail as shown, 3- to 4" (76mm tn l02rnm) from ert'ie 3 , I I First Course I Start and continue Nith full shingles laid flush fvith the starter course, Shingles may he laid from left to right or right to left. DO NOT lay shingles straight up the roof since this procedure can cause an incorrect color blend t the roof end may damfiqr. thr. shingle<; I Place Shm91€~ close l~eU1ef but dor. t Clc'Hd Conti r'l ue ~rst COUfS.o? . ,....,lh.....t-ol<'l I 3ringiE'li SI;H1 ~rs~lco'..'[se -!-11th wnc1e s,";ng;~ p{<1C~d 3,'8~ (10~fT1) :;v€r p.aY~ (l/l(j ~~~~ f"(lges 1n pfnvide diip p{j()~ i -~ 8" (203mm) . 9" (229mm) ~\ I U" (356mm) - 15'. (381mm) ... ~ I-+-' -'-- ~ , (25mm}. 1,"~" (38mm)-~ Re-Roofing If old asphalt sning[es arc to remain in place, nail down or cut away all loose, curled or lifted shin. gles: replace with new: an~ just before applying the new roofing, sweep the surface clean of all loose BebrlS, Since any Irregularities may show through the new shingles, be sure the underlying shingles prOVide a smooth surface, Fasteners must he or sufficient lengtfi to penetrale tl,e wood neck at leilst 311' (1 9mm) or Just through ply.'1ood, Follow other above instructions for applicatiOf1, NOlf? Shingles can be applied over wood shingles wt:en precautions have been taken to provide an acceptable smooth s~rface: This includes cutting back old shingles et eilves and rakes and Installing ne'N wood edging strips as needed, Make surface smooth and use beveled wood strips If necessary, Install tt30 underlayment to maintain Class A rating r1lis ~roducl IS SOld with an express LIMITED WARR^NTY only, ^ co~y 01111e LIMITED WARRANTY stating I(S terms and reSl,lcllons IS pnnted on the product wrappC' or may be obl~ineC from Ihe d,<;lributor of II;[s product or dlrpctly [rom GAr Materials Corporilllon My (Ievi~tlrn Irom prinlcd Instructions shall be the resoonSlblllty 01 ~pnl;r.~lor "noh, 'f1i'"rrl . I I 5,5;8" (143mm) : nominal unex;Jo~l::!d I and Ihrough both la,"rs \ \ \ \ Nail Gvi(,Ja Lll,e SIX ".Ii P altern - .... # J'oill. <111..,.- ............ "9>__,,, " ....---.-. ....,~_.... --- .-.a:'1:"""~~~ - ~~ before sealing or are not exposed to adequate surface temperatures, or If tr,e self.sealant gets dirty. the shingles may never seal. Failure to seal under 1I1ese circumstances results from the nature of self.seallng shingles and is not a manufactuflng defect To Insure Immediate sealing, apply 4 quarter-sized da~s of Sl1in~le tab adhesive on the oilck of the shingle 1" (25mm) and 13" (330I1lm) in from each Side and 1 (25mm) up from bottom of the shingle, TIle shingle must be pressed firmly into the adhesive, " , NOTE: Application of excess tab adheSive can cause blistering of Lhe shingle For maximum Wind resistance along rakes, cement shingles to underlayment and each other In a 4" (102mm) width of asphalt plastic roof cement , ' NOTE The film strips on the back of each shingle are to prevent sticking together of tJ1e slllngle:> "mile in the bundle, Their removal IS NOT required' dunng application, . CANADIAN COLD WEATHER APPLICATIONS: CSA 1215.M90 mandate!> that sl11n. 91es applied between September 1 and April 30 shall be adhered with a compatible field,applied adheSive, See Wind Resistant for GAF Materials Corporation's recommendations for the appli- cation of that adhesive, . MANSARD AND STEEP SLOPE APPLICATIONS: For roof slopes greater than 21" (1750mm/m) per foot (do NOT use on vertical side walls), shingle sealing must be enhanced by hand sealing, After fastening the shingle in place, apply 4 quarter. sized dabs of shingle tab adl1c- sive as inr1icated in Wind Resistant above The shingle must be pressed firmly Into the adheSive, . EXPOSURE: 5" (127mm) . THROUGH VENTILATION: All roof structures must be prOVided wilh through ventilation to prevent entrapment of moisture laden air behind roof sheathing, Ventilation provisions must at least meet or exceed current FHA" H,UD, or local code minimum requirements, . NON-CORROOIN<rMETALORIP'EDGES:Recorrlmenaedai0i1grak'e al1d eave-edges on-- ._'U_ all decks, especially plywood decks . ASPHALT PLASTIC CEMENT: For use as shingle tab adhesive Must conform to ASTM D4585 Type I or II. Precautionary Notes Timberline" Series shingles are fiberglass, self'sealing asphalt shtngles, Because of the natural characteristics of \Ile high quality waterproofing metenal used. these shingles will he stiff in cold weather and fleXible in fiot weather. 1 Bundles SllUUld nut be dropped on cdge nor should attempt be made to separate shingles by "hrri1king" over ridge or other bundles, 2 HRndle carefully, Shingles can easily br. brcken in cold weather or their edges damaged in 110t weather 3 All exposed materials must be of Class A type 4 Storage should be in a covered, ventilated area-maximum temperature 110'F (430C) Store on flat sur face and use weight equalization boards If pallets are to be double stacked, Shingles must be protected from weather Nhen stored at job site, [)o not store np.ar stefim pipes, radiators, etc, or in sunlight. All rolled product must be stored on ends 5 If <;hingles are to be applied dUTlng PROLONGED COLD periods or in areas where airborne, dust or sand can be expected before sealing occurs, the shingles MUST be hand sealed See Wil1,d Resistant instructions 4 Second Course Start and continue second course as shown, Trim 5" (152mm) from Lhe end of the !>hingle, Position the shingles in the second and subsequent courses flush w:th the tops of [[le wi,de cutouts, This results in a 5" (127mm) exposure, Continue with full wldtl1 shingles across tne roof, Stflke a chalk line about every 5 courses to check parallel alignment 1'11[[1 eaves, NOTE Shingles may be laid from either left or fight hand Side, Start at either rake edge w:tn shingles having 6" (152mm) trimmed from rake B Wall Flashing (Sloped Roof to Vertical Wall) '-'''"'", l,l- Siding 5" (127mm) 'vi;" I T ~etal Flasr'''g "'" (Na,'ed '0 the deC1<, nollo/e't'cal s,de...-aH) - ~~"",~,., CapSh!r,g'e-DoNotNail ~____lnS,\all w'th Rocnng Cecr,enl "~ ~ Roonng Cement ___ Shng:e -+-- Roof Deck Trim Sr,lngll.:-l! 6. {\52mrr.;' 5 Third Course Trim 11" (279mm) from the flr~t sl1ingle in tile course then continue \^iltll full shingles across lt1e roof CMck.e I on t'iigh ~id(t 01 cruml"1ey 9 Chimney Flashing ~~nn-(:orrTll1lnQ metal t;,se nashing One piC'!ce S',pp nasi'1inQ for e;;sct1 ,=o'.Jf'se Cement in place ~:'Id nai,1 'Nlth '2 ~la115 Bnnd o"e~'f11"'19 s~ingie1 ,.... asol"atl DI~!'.Hc cement ",\ . <).I'f.. . , \'," ...' , -, , , , \. \. ... '\ , ".' , '\ ,. '\ ., I' '\, ... ;:Ifflmud S!",lngles. 6 Fourth Course and Remaining Courses Irim 17' (432 111m) from first shingle in lhe course. then continue With tull shingles across the roof FlfU1 and subsequent courses repeal full shingle Instruction) from Step 3 10 Valley Construction-Closed Cut Genter full H1o:tl rOll 01 Wca:,,"'lef,Vatctl. C( Slorm(;\.'at~ ____ Leak. '3an-icf (0" (\ 521T'fT1! ~n<1I."lpc;) in \loJl~y vane.,. Ccn~(>r1if'\e E;d:a fil'Slcf1cr ir el'd 01 sninq10 , , , , /- ~un stiV~e-r Ship al'd first sh.ingj@: COlJf sQ en!y acros s 'tn/l{'y . 2'" (JOSml1"') rT"ir,.r'f\vl"l' FdHl CQur~e Full S~:ngle .. NO fastc"lcrS "",Ul1n 6~ (152~mi 01 cOll'.e!:ine Fourtll Cours<: E..tlend 8M shll1o;:e Bit fS<'lst , 2- n05mm) beyont1 ~F\r.e'Y renladir,A C:;ppe-d crXflef' se! in roofing ~el~.ef'1! :r::1lnled Shlflgle~ 1 Hip and Ridge For Single lay<:r application, use hip and ridge shingles and apply oS ~hol'ln To er,hance appearance, use GAF TIMBERTEX' or a double layer application of Universal Hip & Ridge (One bundle of TIMBERTEX' Hip & Ridge covers 20 lineal fl-6,1 meters,) For double application, start with triple thickness of precut Hip & Ridge shingles and continue remainder with double thickness, fasten in same manner as single applicalion sllown Apply laps away frorn prevailing Wind direction 11 Valley Construction-Open O.x;)CSUiS Nail 5-5ia" (143mm; from bol1om and 1" (25mm) from edge Ic-p !1fv<J;1~.,. f). ',152I"lml ......'de ~lw(:'cn sbl'o;les SDr~a.::t. tiS"; 1 Gmf;1/'r,,; pot root !c'm\rr1 e;\,<"~ Can:e' h.:lI....;dt'h rcd 01 vV!:atller 'N,,~c:-," Cf SlorlT'G("jar'O''' Le~k n<\'u.r (6.1,152~.rr.\ end ',10'<;1 ;n v~lJey Sc<u!e I"~ ft1el.ll 0.JS!11119 """U"ClJt plJr<t....nf17 by r.JfI1:;P'; rQ0{,ng r"Jd'S C''-~')' 1 r l(l 1~- 6g~Ojl\;~'t~~~~~:~~~'9 cd~(1 l~le~.1l .. .l::.f>y B" 1203mrn) eXPO,Ur~ Cer-,ler 2Q":S08/1lm) Me.. ro"~<;onodi"g., :~a~t~n:~le;'~ ~a'.I~e Minlrrum 4' (1C2rT'iM) '.If'\C,flf !hll"c{e, <\1 !'!4'.e Emoc'J sJlill~l€<; 't" - - - - ')"01'.'11 rja!;~\c >:e""'cn!;.., ...,:),1e. Bend H,p & Ridge shIngle centered over Hip or Ridge ~-A .~ S' (127mrni t ROOF DL\.PIIRA.wI NAILING SCIIEDULE K'IO~~ uJ~ ~ ~ ti) ~ \f RI l7t, ~ LI JE::. 120 wIPII 3 SECOND GUST EXPOSURE "B" \VIND ZONE 3d Common Nails @ 6" o,c. & --l" a.c. @ Gabie End W:111 or Gabie Truss ,13 Ix 2 '12" Long Gun n:1i I @ --l" o.c, ,120 x 3" LDng Gun n:1il @ --l" o,c, ,113 ,'( 2" Long Gun nail @ 3" o,c, -n----.09C'-----x.2 1~..tangGu]'fnjjr@ 3"o~C-~- _.~- ---, ~ 120 wIPII 3 SECOND GUST EXPOSURE "B" \VIND ZONE 8d Common Nails @ 6" o.c, Edges & 8d Common Nails @ 12" o.c. Intennediate ,131 x 2 '12" Long Gun nail @ -1" o,c. Edges & S" o.c. Intermediate ,120 ,x 3" Long Gun nail @ r O.c, Edges & S" o,c, Intermediate ,113 x 2" Long Gun nail @ 3" o,c, Edges (Staggered) & S" o,c, Intem1ediate ,099 x 2 W' Long Gun nuil @ 3" o,c Edges & S" o.c, Intennedi:1te I I NOTES: 1,) See Structural Notes for sheathing specific:ltions and wind speed. 2,) End joints of the roof sheathing shall be staggered and occur over fraITIlng member, 3,) Schedule assumes she:1thing is fastened directly to Southern Yellow Pine or Douglas Fir or better, 1 1/2' SAW.CUT SLOT SHY SlOT 12' SHOflT OF Mf( RI[)GE END. INTERSECTION AND/<::xl 08SmUCnOO, NOTES: · END CAPS TO BE LOCATED OVER EXPOSED ENDS OF FIRST AND lA5T SECTla-lS, CAUlK BETWEEN BOnOM EDGE Of END CAP AND ROOF, · INSTAll RIDGE VENT CONT. n-u: ENTIRE LENGTH OF RIDGE, · RIDGE VENTS SHOULD N.WAyS BE INSTAlLED WlTH SOfFITI EAVE INTA.l<ES a: EQUAL <X{ GREA]ER MEA. · REFER TO MANUFACTURER'S DCTNlS ANS SPECS. I ~ I J METAl. ROOF CAP TO MATCH METAl ROOF C<X{AVENT RJDGE VENT on SIMIl.AJ\ (TO MATCH ROOF SLOPE) NNLS TO BE LONG ENOUGH TO PENETRATE VENT AND ROOf SHEATHING; NAIL HEAD SHOULD BE FLUSH 'IvHH TOP OF SHINGLE, 1/2' EXT. PL YVlooO PRE. ENGINEERED ROOF mUSSES RIDGE VENrr INSTALLf\TION DETAIL SCALE: N.T.S, REVISION BY ~ U W ~ I U er.:: <t: L[) " --- CO I to CO N ~ r<) --- CO '-.-/ "' 2 o if) er:: w I I 0... r<) N to r<)<D r<)'"' '"' .- ___<I r<)o<D r<) rv-~ ...j-U-,-... 1"'\.1 0 t<) I. ~ ---1 ro xlL.'--" g<~ o..~ .2"'- .~<x I o...~~ er:: -w >- <t: I ~ ~1 ,1,'';'~": i~ "'~ ~1 ~] I [~ ~ ~ [U I ~ I ~3::~ flj ~] I ~j i>"~ I "",;~ ~";,o ~1 ~] ~l "'.~ t~T ~"j ~~ ti.l ~~ ~lj ~~ ~~ ~ ~ 00";;) ,"",~ ~~ ~~ ~-:~;,! t:tl r~.i f~ ~~~ ".,i,'~~ ",,;.j <;"!.,j ~J if:~ kg @ COPYRIGHT, 2002 H. TI-iAYER HERSOM, ARCHITECT AND ASSiGNED OTHERS, NO UNAUTHORIZED USE OF ANY PART OR ENTiRE DRAWING AS PRiNTED ON TI-iIS SHEET. DRAWN CHECKED HTH DATE SCALE AS NOTED JOB NO. SHEET 8=4 ~D .J6.C~ . 111- 0" MD-X, C!:J) 12d p~ -.JOI JT " i I ~- E:~...ffD ov~f1lZJJSS Br2b.t I JL; D..l lY to WOO [/ I S5!:.S LfA~T O~~ w D ~ 'Y (lYPj 112U1S SFUE- u,i1 ovE..eLtP Di ~ ~ - \J J I II 4~ !l f0I. ll. MIf.-Ir1Ut1 Zx JL; - ill - C eoss BrzAC.1 -::r -z :::I ei (SEE, ~ Fb~ 3 LOc...6.T1OtJS) . I' , 1 MIJIr1UM! tij 12d rte .JOI I I '\ J...~ ~ I\.. I ~ I- " (~ - - - - '\. k .. "V I'- r----. V -0 )( - - - - I'- -' .<j I'- 0 L 1- - - - t> < .. " l' I'- -0 - - - 1- 2 1 V -0 '[ - - - I- t> < .. i' V -0 - - - I- V X -' <S V -- 0 L - - - - (> k , I' ~ "- /' ~ - 1 - - \ I L- 2.01,011 r1~ St..~ ., X ,I Wt<. J.1 Oel USE-,SII'1 psoJ:l~~er~2Q" -CoeE?E..TTf.12) '_._ toJ~E,c,ToeS (012. E,QLJ~L-) e.. MASollQ.Y oe ;'1 r1 P.sO!J,1 U.511 carl E.QUAL.) CoJJ[cTOK:S <2 r:"2'bME. w~LL5 MIt-JIt1L.Jn 1"x4" T'ZUSS ~I~ , 'L- eo Jr. BOliO M-' weO -~~.GI-JC;-- 1"x411 MI~, NOTES: 20'-0" Mt>,)( t c.oJr. Borrot1 coeo ~~ 1"x411 t11 J. J ~ ffi ".-.... ~o.: ~t D 3 ~ ~ ill <j \f ~ - ""t" - ~ ~ - ~\).: ~ r..E -& I rOP t 8oTIon CoeD --"~'&e;a: Wc5-B-e&:IJ; e 4',0,1 o,c.. MD-.X Foe f=.lrzST (4) eoNS oF= T0JS5E.S 1.) See Truss ~lanufacture's truss engineering cut sheets for additional permanent bracing that may be required. 2,) "1'" bracing may be used in place of permanent br~cing provided it extends over at [e~st 90% of the web, TYPICAL CROSS BRACING o Er-[ AIL UPLIFT CONNECTORS HIP FRAMIN G MINIMUM PERMANENT TRUSS BRACING PLAN - TYPICAL TRUSS OVERLAP DETAIL ;- 5 ~U-rWIJc, - s ti. vJA U- SE.G-noJ I c..oJVe.JnOJAl- ~MI~ P& -rrzJSS LAYoLJI VAU-E.Y -rrzUSS 02:. Co JVf-lJTI O~Al-- ~r2AMIJ< }-JO,[ " SEt. --raJ~ LAYoUT FOe Awn10rJAl- IJroeMKnoJ VALLEY FRAMING DETAIL \ . . ,.~, ~.~,,--t..-..-.!~' .---_ < '" .. t .. " SCALE: NTS. SCALE: NTS, SCALE: NTS, 5/BII vey'WD-L.L.. C.fJ LI~ oJ~y (1((/,) ~z s~p. ClBL.IOP FU.--rS SlnP50J. liSP. 2.1' CD~JELIOe. PoLlM,oP fJLL>T1- J SIt1PSOJ 1'.5P-2~ CoJJEcToe SIt'1P'SOJ ill-iS 12. II SI MP50J II MIS f2.I' 1/2.' I r0(w ~ L-l.., ,OVEe 211 X 4,1 STUDS @ 1(oIIO,C. rJOI~'. ~IL-II Y~II~ lL-v/IK WL-III wi ~u MI~, EM&OMtJJ-r MD.Y BIS LJSW I J L I E.L.l o~ WO~Oe ~L.I~ 51M psoJ liSP. 1'1 c2. BOlTOM Y/ rJ AJc.Joe. BoL.l e 2.411 or:- tA. STL.1 D ~ 0.(.., (uJ~) vi /2'1 ~ >< 13j1U;' ((, WASH~ 'TyP. lMI t-4. /...c;11 21';>( 411 PT f1..ATS ~ ' &1BtDMErJT ) . _. . , ,., t " ~____ L-_.______ I " . ~ . . 1 1'. .. t~ a' t. '\ - .r '2.-"Its 1ZEUe- eoJ-r, ~,~ -.:: / 1"-0'1 ~I SIMPsoJ liSP. II' CO J ~f..c..1l 0 J - t1- ~ tt= .. .' ~. . . t -:-- ~ --:- - ---- '... ~ . '" . ". .. .. . _.J~ll 1'- 4" TYPICAL INTERIOR LOAD BEARING WALL SCALE: t\ 112Ll5S salTon ~o(2.D oCZ 2.11)<4-1' E$~I~ w/1., 1G:x:J -rot- kb.1L-S e, f1eW- 8JD 2x SnJDS tE., IG" U,W.O, '^"/ rz.. 1'1 I Jsu l- (ljr20vJ 2'1. acX..~I~ ~ MID H~. f="oCZ vJ!>-LL IJL,T: <: B. G:/, (2) r2.OJJS L x ~~ ~ 3eo PT5 f=oe W6.LL Ht;T, > ~I. G,II YZ11 r/; X 511 DJJCJjoe BoLT~ (2. 2..41( 0, C. 'N / 2 II r,t> x 9", G/ Ft.A TE. WL\SJEE tNP) 2- tt.5 (oJT ~ TYPICAL BEARING WALL @ STEP SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/41' = 1'-0" REVISION BY I- U W l- I U ~ <( L.() f"-.. ,- co I <.0 co N ..--... I") ,...-- co "-.../ . ... 2 o (f) ~ w ::c J: 0... I") N <.0 t'0co 1")1" I" ~ ~,--<I . - r-rJ, 0 ,~ . W t'0 er: N >- ..;t 0 ~ <( N .-J co xLL........- ::c 0 ..-< I- co -< l- o...~ . :2 "'- .o4:x I n.:r-~ ~~ ~ ~ ii ~nH~ ,~:.. <'?1 ",J ",,~;, .",);1 <,,>, ;",J .;.',", ~~":' "'." ~..:l (;c'" ~;~ f~1 ':Z::,~ ~1 ~J ",-,:,:, .......,:-.. lO':~" ..-.,,~ ~~~ll;;; @ COPYRIGHT, 2002 H. n1AYER HERSOM, ARCHITECT AND ASSiGNED On1ERS. NO UNAUTHORIZED USE OF ANY PART OR ENllRE DRAWiNG AS PRINTED ON n1IS SHEET, DRAWN CHECKED HTH DATE SCALE AS NOTED JOB NO. SHEET 8=5 TRUSS STRAP RETROFIT CONNECTOR I' , 1 UoIo) L-IJla wJ~ eEQulef.D ~or2 c.otJLlZE..-rf, ~M E..~ I - I . KJoCJ~- ou-r 6LQc I" w!ll) ~5 ! .. .. .. - ""... ~ ... .. .. ... . ... , .... .. " " ... " .. " ... . .... ... ... ... I - , .. .. , .. , . .... ... " " . ... . . ~ "- .. , . .. .. ... ~ .. .. ... ... . , , ... . \~ .. " . ... . .. .. .. .... . '. ... .. .. . .. .. . .. .. <' .... " . .. .. .. c . .. ... .. .. .. .. . .. . .- .. .. .. . ..... .. .. .. . " .. . " .. . . .. .. .. . .. .. .. .. ,/ " I /' . SID, '100 W~K ~ . .. . . . .. .. " .. . . .: - Pl2I::'u,Si Li f-Jn::/... ~ wi . .. (I) ;1:5 c.olJ:J I J 0 IrJc;s .. - . . - c;et:AT82. 11 ~J 6,,1-011 'N'IC:;S . ~J(/ ~s JOfEJ) oJ ~5, . .. . SQ Jo-rE. 1:1: 4. . . ." .. --- -.---'- , , _r _ _ ~------ -rfCL(D' -CElC-- W/--(,).1i: 5--- - - - - - ... . . . VEEfICAL, SIX FOuJDATloJ - ~olZ LCLAII00, - - . ~ .. , . . NOTES: I. Fill lintel and cells above lintel. 2. Verify that all reinforcement has been placed properly. 3. See floor plan for additional information. 4. Openings less than or equal to 6' i 0" in width do not require additional steel reinforcement unless othef\vise noted on noor plan. TY'PICAL FILLED LINTEL ASSEMBLY PI2f(AST eoJG LI~L- W/I_u-5 COklT, -, - SCALE: N,T.S. ~t.CAST wJc. 01 L.L- High ~trength Precast and Prestressed Lintels {~ ~I iI' - 1'0\" ' r 1'o\".J U UNT!LS RECESSED DOOR UHTELS FOUR INCH SOLID UHTas · Untel Legend DESCRIPTION L-1 L-2 L-3 L-4 L-5 L-6 L-7 L.8 L.9 L.10 · Window Untels Uniform Safe Load Per Lineal Foot DESCRIPTiON UNFILLED' FILLED" 5314 Ibs. 5120 100. &W8 ibs. 48151bs. 3744 Ibs, 3744 ibs. 3260 Ibs. 2887 Ibs, 17471bs, 1333 Ibs, 2025 ibs. 1950 Ibs. 1875 ibs. 1860 ibs. 1575 Ibs. 1575 iOO. 1505 ibs. 1550 Ibs. 1 025 its. 922 Ibs. (34") U Lintels (42") U Untels (48") U Untels (54") U Lintels (64") U Untels (70") U Untels (78") U Untels (90") U Linters (112') U Untels (126") U Untels 2'.10' 3'-6' 4'.0" 4'-6' 5'.4' 5'.10' 6'-S' 7'.S' 9'.4' 10"0' 3011 LO~ ~S B-b.e. E. Po >< I E,D IrJ-rO COr-Jc., ~ 114-11 rj; X ~ II ~OLE.. ~ILlj:"D W/SIMPSOJ IIS~I' ~PoxY , DOOR HEADERS AND EXTRA WIDE OPENINGS DESCRIPTION L.11 4'-0' (48") Recessed 2'.6' or 2'-8' Door 1875 ibs. 6408 ibs, L-12 4',6' (54") Recessed 3'.0" Door 1860 100, 48151bs, L-13 5'-4' (64") Recessed 4'-0' Door 1575 ibs. 3744 Ibs, L.14 6'-6" (78") Recessed 5'-0" Dear 1565 ibs. 3260 ibs. L-15 1'.6" (90") Recessed 6'.0" Dear 1550 lbs. 2887 Ibs, L-16 9'.4' (112") Recessed 8'-0" Garage Door 1025 ibs. 17471bs, L-17 11 '-4" (136") 800 iOO. 1483 Ibs, L-18 12'.Q!' (144 ") 750 its. 1304 Ibs. L-19 13'-4' (160") 585 Ibs. 9091bs, L,20 14'{j" (168") 5851bs, 9091bs, L-21 14'-8" (176") Prestressed 387 Ibs. 9111bs. L.22 15'-4' (184") Prestressed 387 ibs. 9111bs, L-23 17'-4" (208") Prestressed 387 Ibs. 911100, L-24 19'.4" (232") Prestressed 289 iOO. 823 Ibs. L.25 21 '-4" (256") Prestressed 293 Ibs. 879 100, l,26 22',O~ (264") Prestressed 279 Ibs. 8'57 Ibs, l-27 24'-0' (288") Prestressed 226 Ibs. 716 iOO. ~OTE: US ~ '131 r1 P50tJ II MTS 1(0 ST1ZD..P WI (~) 3;j~11 ~ X 2~ II LO~L, -n.pcoJs IJTO TjE. BO~!/ BEAM ~ (7) 1.511 lod Wb.IL~ l~oTuE..I0JSSTO eE5ISI uFlJrr ~o!ZCES o~ UP-ro IJOCO IbS. 1f4 beS~ WW82r. L.lPU~ SIr26.FS AeE I1ISSIJL; l OAt1~~D) 02 ortJEJZ.WI Sf:,-tJ J tJSiSBL:f:;---- , C:,L" sJI~LfS OVElZ. ~ 15 r:E1-T oVEe ~~II O.S.[3, of2 ~oprtl ~II PLYWcov S~EAnfiU1 ovEe f1Z~- We.; I ~ Ef.IZfP eco ~ 1ftJSstS e 2~1 O,C. M clAL (72'.1 P E:Q1E... M1J. (Z-19 l~sL1L- orz ~~ ~IM SIJ,Lf. ~LJ~ WIN[/Oy./ f"1Am lL SILL 2.1 'x G/ j:'~ b.. ~Ob.JZ.J:? (OJr: VEJrro AWr-1 oOI=~11 s/~/ retNU-L CE.J L.IJ~ OUL-Y SEE. !2co~ r:~1 t ~ LAYOu,r:oe co,J J EC- TO e: 6,1'1(' 611;< l(all kJa:k. Oul BLeCK w'/I-~S c.oWT:' ~ ~IL..LE.D w'/CoJc. 2511 - -- H Iw.--l.AP5P-LIGL 1-:tt.5 VEeT1CAL ~be. IU c.owe ~ I LLE.C/ c.f...LL WI 2.511 LAP SPLICE... SE-E. Elf.. V &110 Js ~Jis~TD~- SCALE: N.T.S. ~I~ 51')( I~I c.oJc ~L..CCk::: w/!AJlZ-o-wALL- c.o~, f..VE.ei anJ8Z c.ouesE.. YZII ~bLl-0i8Z IIIX211 ~-r; ruetZl ~ ,srel PS ~ IG~:/ o.e., 0.;82 (2- 5 I rJ su L... 41'1'4" IJSPEGTloJ ~cr <3 t:A, ~ILLfP C2.W- (n P ) -{ -. --; - ---:-. --=- .:.- ~ . - --.:. SEE. V/IUCOW b. Trb..C ~M EJJ-r DE-IAI L- roe IklSThLLt\/IOtJ cJ) \.lJ \y ~ if) uJ ~ ~ ~01L', 5[[ KJuJvAllOJ AlJD rcoTl ~ ItJFo &Low. . , TYPICAL WALL SECTIQ, -:l o ~-S ~~ td~ mE{ SCALE: 3/4" = 1'-0" SCALE: 3/4" == 1'-0" ~ 5 Bb~ w/25,1 MIJ, LbP5FLICS IJJ o ~- ~ - 1 cJ) C'JQ <1 ..J 411 c.oJc, SLA6v1/r:IEEeMSSJ o ~ (0 >< Co lOx: 10 W. W r--1, ovE.e. W f'-I1l L-, V b.P 0 rz.. BA IZJ2J E.e 0 J -r E.e M liE.. T1Z EATEV ;\ ~ C7 CoM P'A.CTEl/ ~ rl LL TYPICAL SECTION TI-IRU WINDOW J~DEJJU) CD Jc.eE...1S . .. ... - r-- - -'- ...-' - -"'~ ' , . tZWES . / - /: / -. + I '2.- ~5 coJr ~f'At<S c OPTIONAL CONC FOOTING #5 RE-BAR RETROFIT DETAIL 'Un~lo(m safe loads based on tests by independent testing laboratories without addJUQnal steel or concrete added to lintels, ttAct1rg as a composite beam with an 8" perimeter beam-one #5 bar in trle lintel:, ~ne #5 bar in the beam. i SCALE: NTS. SCALE: 3/4" = 1'-C REVISION BY r- u w L{) r- f'.. - ~ I CD I U (0 0:::: CD <r: C'.J "..-.... n ... ~ :2 CD '--" 0 . I (f) 0... er::: n W N (0 T n <0 n l"'- I"'- ..- er::: ~ ~ I n 0 <0 W ex) n cc: N >- ..q- ""' N 0 to <r: --.J ..- ex) X LL '-" I 0 ,. ~ r- m <1:: I- ~ 0... a . ~ "'- . 0 ~ x I . ~ 0... f- l..L. ~~ m \.1~+-;'~ lil ~ K~l ~~ ~;:'i:l k~'::;~ ~~g :-;:;..:.a ~;,J. fl~~ ~ ~ '>::'t'~ ~ ~ ~f] iE ~01 ~ ~ """1 ~l ~l 1i\~ ~ l!"'" , 1 ~ ~ii,~ '" ~., ~~ l'if" v7d, '<,:.;,~\- ~Jj ~l ~ ~J ~~l fl~ ~~l. ~~~1 11 ~ f:'~ ~~ ~~ ~;~ rr'~ ~i.. "'-"V ~~,l ~c::- @ COPYRIGHT. 2002 H. TH A YER HERSOM, ARCHITECT AND ASSiGNED OTHERS. NO UNAUTHORIZED USE Of ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. DRAWN CHECKED HTH DATE SCALE AS NOTED Joe NO. SHEET 8=6 ~ II EX-rf!Z.1 0 e. ~ rZt~.J7 ~ ~~eA.,-wIN~ ~A~TEJW-rO S11JVSrg ~OTTOM ~ToPR.AIf-- lZo~BHJS 11QSU_111 e fb., STUD - OP'lIO~ 211;<411 VL&IE YZII 1~\1 eoL-l~ ~II O,G, t1~, . ~J/~~;~~6;A-~5 1- ~ 5 v82T I J eoJL. 1="1 u.fD CE:LL W/~5TD, C100 ~oOK ItJ K ,0 ~L-oc..K , 1 ~t..' 8111 J E.f12f..O yJ CJ:) D l12u~s~S ~ 2.4110.G. U Pu ~-r c.oJ J EL Torz.. BLE.. 211;< 4)1 TOP P[.,6.TE... " 1';< 411 STUDS e. 10/01(,1 ,/~ C1llaLI ~~ eE.QuIW ,," t1 b.1 J-5 PD..~'- r2co r:-~U SS UP1.J~ c.oJ ~ ECTol2. Z 11;< ~/ P:--rl Pt...b. IS KNEE WALL ABOVE Mf\.SONRY WALL DETAIL , ~ I SCALE: NTS SlrlPsokl "~2,S" oe ~uD>L O(SL.. 1-1' X 4 d 10 P PL,b.-rl ZllX411 p~ B6.S~ FtA-n... r?eE,- ~IJEEZf.D rzco r= -nw ss SYS'TEM .51 r1psorJ iI~p_ 211 O~ [QU6.L- t1x 411 S,p, 5-n.JD (2. 2411 0 ,e., 51 M P50U liSP_Iii oe. (.QU6.L v KNEE WALL DETAIL :-: -: --: SCALE: 1" = 1'-0" r , \J " '. I} " ... ... ... ,...... ~ ... " ... .. - ~ 'I" " - if) .. "- ... , k:Jock.. oUT UJ . - :t5~ DL . . . - i'FILl:E7 .., ~ - -, ,- ... "" " - ./ .. .. / r ~r ., C" - - - - .. ~ - .. ... .. - - - - f ... .. . - - . 4 . .... \ ... / : , k , ... V : tv .. , ~ - J ,/ , . '" - '. , , - , -~- -- -, - - -- .. - <,. I~ '~ ~ ~III< ~rll< I ~I ~ffi;~~ CW-lI1'P) fX 151 coJc rl L.ED sn;? ~oo JcoK / t... -n E.. Be.M-1 I .'" \ \ '\. - -- -\ - ~ \ ? ; / j / ;/ / / 'j 7 ---- 1_"'".:;> ~CO~~ FaLl (7ATIO~ TO ~I~~EST RJlrJTo~ BohJO I3fb.M. ~ E.x'15Tl~ . JEw ~ S-r!2uc- T f hJ;OmolJ BOND BEAM Sr-rEP-UP DETAIL ~ ~ MASONRY TIE-IN DETAIL ~ LOD-D vSb1ZIJc, ok2: ~ x-rE.0 0 rz. W D..Ll-- ~ 1/2..IIOSB orz. PL"{yJCO[/ /' t...ITAC-JW 10 STLJ D ~ co ~Tce TO SE.i 3" 11-1,1 (3OCfw/2'IW~S~~ b.S aDS t:... 'TO ~ f.. HID [/If, 0 r-: ,WE., ~ y./ffi ~ FbSSI ~lL y ~z'1 cJ AJ:Jcer ~o L..1S ~ 24-1 o.e. vI/tJur~ WAS~~ (I) S I rl P.soJ II Sf II' (Ti~) , . , ....1.- ~ ~ ""- ....- <.. ~ <.. , , -3..- _ , , . " - .. .. . < \ . ".. ". SCALE: 3/4" = 1'-0" ~x'151IJ'1 CoIJc ~ILLf-D liE- B~M / 2i1;< 5.~~- S11JC1O e 1(,,,/ 0,(,. 2,1 X _ Siu!7 BI' e,M, LJ, lilt< P.'T SlLJD it 5 vtrzr I J H U.W csu- } ,I 011 "Jd BoLl ~X, e '2.4' o.e, VE.V7 I' Z )( _ pr:- flAlE e.6Cf.. / E.x1ST Jew ~ 5T0Jcr SI0JCI ~.. [7OyvEL I JIO Ell s'- ~srPIIE: BEAM MlrJ, 211 SET I J EPoxY t;eo Lll 1(.::/ l-O..I../ -$ 5 eE.eAJZ. ~a611 I Jro E)(ISI p. D tJEw WALLS-SE:r I EPoxY ~rz~ (IYP. ) (7-J 1(.011 LOJL ~ 5 ~ CQwS~ Si 1;Jro Ex15T AtJD NEW RxJT1~5 5E:f I illO EPax1 ~ur (IYR) SCALE: 3/4" = 1'-0" II -r7 V V'BL- P:T, 2/- SIU 1'2,11 E?o L--r~ EM BEOC7[D ~/ I HTO e.X'151 WAL-L-- SET I Jro E..Po >t)Y c; eoul 1'2.11 ~[Zo~ ~I~IS~ (:"L-cor2 ~JD '241 O,G,TJ~~~lB2. l1YV: ) (7...) I Colt L-O~ its e.E..BAfZ c:o~ 2:,1' I ~o Ex 151 ~wD 0E.w ~COTIJ~~ S~T ,0rO EPoxY 4rLoLJT tTYP) FRAME WALL TO eMU WALL CONNECTION FRAME TIE-IN DE~[AIL TO MASONRY -=::- ~ -:- ~ : :: SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" ,. REVISION BY ~ U w ~ I U cr::: <( i.D r--... r- co I <D co N ~ I'"') r- co "-/ . "' 2 o if) CC W I I 0.- I'"') N <D 1'"')(0 1'"')" " .- cr::: r- <J:: I WI'"')O~ 1'"')- >- ~ n::: ~ Or<) ..A'" N .-J 05 -.t.... X l..L ........" I 0 ..~ I- en <J:: f- O.-~ . ""'" "'- . 0..0:::::; X I .<J::~ o'-I-u.. f,~,~.: ~i;1 [~ i{j t~J fd. ~ ~.td ~Jj ~~ ~1 ~:j ~~Ii~ril~ ~9j ~L,; 8J ~~ ~~ ~1 @ COPYRIGHT, 2002 H. TriA YER HERSOM, ARCHiTECT AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTlRE DRAWING ,AS PRINTED ON THIS SHEET, DRAViN CHECKED HTH DATE SCALE AS NOTED JOB NO. SHEET 8=7 II' Florida Statewide Product Approval No.: -~ REVISIONS 1<-- - NO. DATE DESCRIPTION - -, -- ..",....- . ' , ~~.- Evaluation Report Basis: USP Simpson Stock No.: Stock No.: Al3 L30 L50 L70 L90 FL820 FL820 FL820 FL820 FL820 FL819 FL819 FL822 FL822 FL822 FL822 FL822 FL822 F1.822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FU22 FL822 FL822 FL822 FL322 FL822 Fl822 Fl822 Fl822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 NER-5&8 NER-5M NER-668 NER-568 NER-568 NER-532 NER-532 NER-530 NER-530 NER-S30 NER-S30 NER-S30 NER-530 NER-S30 NER-530 NER-530 NER-530 NER-530 NER-5-30 NER-S30 NER-530 NER-S30 NER-530 NER-S30 NER-530 NER-530 NER-S30 NER-S30 NER-S30 NER-S30 NER-S30 NER-530 NER-530 NER-S30 NER-~O NER-530 NER-S30 NER-530 NER-S30 NER-S30 NER-S30 NER-S30 NER-530 NER-~30 NER-530 NER-530 NER-530 NER-530 NER-530 NER-630 NER-S30 NER-S30 NER-530 NER-530 NER-530 NER-530 NER-S30 NER-S30 NER-530 NER-530 NER-S30 DADE NOA 02. 0128.0'3 DADE NOA 02. 0128,03 DADE NOA 02- 0128.03 NER-S30 NER-530 NER-S30 NER-508 NER-&08 NER-&08 NER-S10 DADE NOA 02- 0102.05 NER-&08 NER-&08 NER-564 NER-564 NER-564 DADE NOA 01- 0724,06 SBCCI PST" ESI2031B HER-50S NER-50S HER-50S NER-50S NER-505 NER-5?S NER-50S HER-50S NER-50S NER-505 HER-50S HER-505 HER-50S HER-50S HER-50S NER-50S HER-50S NER-50S NER-50S NER-50S NER-50S NER-505 NER-50,5 NER-50S NER-50S NER-5OS NER-50S NER-50S NER-50S NER-50S NER-505 NER-530 NER-530 NER-530 NER-564 NER-564 NER-5e4 NER-564 NER-564 NER-564 NER-$64 NER-564 NER-564 NER-564 A3 AC3 AC5 AC7 AC9 BN264 BN284 BPH151'12 BPH15118 BPH1514 BPH1S925 BPH159S BPH17112 BPH17118 BPH1712 BPH1714 BPH1716 BPH1792S BPH179S BPH27112 BPH27118 BPH2712 BPH2714 BPH2716 BPH2792S BPH279S BPH31112 BPH31118 BPH3114 BPH31925 BPH3195 BPH3S112 BPH35118 BPH3512 BPH3514 BPH3516 BPH3S18 BPH3592S BPH359S BPH52112 BPH52118 BPH5212 BPH5214 BPHs216 8P1i6218 BPH52925 BPH5295 BPH55118 BPHS514 e-PH5516 BPH5518 BPH5595 ePH7110 BPH71112 BPH71118 BPH1112 BPH1114 BPH7116 BPH7118 - BPH7192~ BPH1195 FTC1 FTC2 , FTC32 FTC32.2 G1024 . G1224 G1416 G1424 G1616 G1624 G824 GT2T4B GT3T4BH GT3T6B GT4T6BH GT4T8B GT5T8BH GTU100 GTU40 GTUBO Fl817 FL811 Fl811 FL811 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL822 FL822 FL822 FL822 FL822 FL822 FL819 FL819 FL819 NER-564 NER-564 NER-564 NER-5e4 NER-505 NER-505 NER-505 NER-505 NER-505 NER-605 NER-505 NER-530 NER.S30 NER-S30 NER-530 NER-530 NER-530 NER-532 NER-532 NER-S32 SBCCI PST & ESI2031a saccI PST & ESI 2031 B SBCCI PST & ES/2031B saccI PST & ESI 2031 B NER-510 DADE NOA 02- 0102.08 NER-510 DADE NOA 02- 0102.08 NER-610 NER-510 NER478 NER-418 NER-478 NER-478 NER-478 NER418 NER478 NER478 NER-478 NER478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 HER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER.418 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER478 NER-418 NER-478 NER-478 NER-418 NER-478 NER-418 NER-478 NER-478 NER-478 NER-478 NER-418 NER-478 HER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER--478 NER-478 NER-478 NER-478 NER-418 NER-478 NER-478 NER-418 NER..U8 NER-478 NER-478 NER-478 NER-418 NER-478 NER-478 NER-478 NER-478 NER-478 NER-418 NER-478 NER-478 NER-418 NER-478 NER.478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-418 NER-478 HOO66 HD068 HDPT2 HU68TF FL815 HU68TF FL815 Fl818 NER-478 NER-478 NER-510 DADE NOA 02- 0102.04 NER-510 DADE NOA 02- 0102.04 NER-532 NER-532 DADE NOA 02. 1113.05 NER-564 NER-564 NER-564 DADE NOA 02- 0102.04 DADE NOA 02- 0102.04 DADE NOA 02- 0102.04 DADE NOA 02- 0102.04 NER-584 DADE NOA 01- 0321.04 NER-SM DADE NOA 01- 0327,0.4 SBCCI PST & ESI2031B DADE NOA 00. 1221,01 saccI PST & ESI2031B DADE NOA 00- 1221.01 SBCCI PST" ESI2031B DADE NOA 00- 1227.01 SBCCI PST & ESI2031B DADE NOA 00- 1221.01 HUS210-3 HUS212-2 HUS212-3 HUS214-2 HUS214-3 HUS24-2 HUS24-3 HUS26 HUS26-2 HUS26-3 HUS28 HUS28-2 HUS28-3 HUS410 HUS412 HUS414 HUS<< HUS46 HUS48 FL821 FL821 FL821 FL821 FL821 FL821 FL821 FL818 FL821 FL821 FL818 FL821 FL821 FL821 FL821 FL821 FL821 FL821 FL821 NER-608 NER-608 NER-608 NER-608 NER-608 NER-608 NER-608 NER-510 NER-&08 NER-608 NER-610 NER-608 NER-&08 NER-608 NER-608 NER-608 NER-608 NER-608 NER-&08 SBCCI PST & ESI 2031 B SBCCI PST" ESI 2031 B SBCCI PST & ESI2031B SBCCI PST & ESI 2031 B SBCCI PST & ESI2031B SBCCI PST & ESI 2031 B SBCCI PST" ESI2031B SBCCI PST" ESI 2031 B SBCCI PST & ESI2031B SBCCI PST & eSI 2031 B SBCCI PST" ESI2031B SBCCI PST" ESI 2031 B SBCCI PST" ESI2031B saccI PST & ESI 2031 B SBCCI PST & eSI20319 SBCCI PST & ESI 2031 B SBCCI PST & eSI2031B SBCCI PST" ESI20318 SBCCI PST" ESI 2031 B SBCCI PST & ESI20318 SBCCI PST & ESI 2031 B SBCCI PST & ESI2031B SBCCI PST & ESI 2031 B SBCCI PST & ESI2031B SBCCI PST" ESI2031B SBCCI PST" ESI2031B SBCCI PST" ESI 2031 B SBCCI PST" ESI2031B SBCCI PST" ESI2031B SBCCI PST & ESI2031B SBCCI PST & ESI20318 saccI PST & ESI2031B SacCI PST & ESI2031B S8CCI PST & ESI 2031 B SBCCI PST" ESI2031B SBCCI PST & ESI2031B NER-605 NER-505 NER-50S NER.5OS NER-50S NER-505 NER-50S NER-505 NER-5&8 NER-568 NER-5OS DADE NOA 01- 0327.04 NER-505 DADE NOA 01- 0321.04 NER-50S DADE NOA 01- 0327.04 NER-50S DADE NOA 01. 0327,04 NER-564 NER-564 NER-564 NER-564 NER-564 NER-564 NER-505 NER-605 NER-505 NER-60S NER-608 DADE NOA 01- 0327,0.4 NER-608 DADE NOA 01- 0417,11 NER-608 DADE NOA 01- 0417.11 NER-608 DADE NOA 01- 0411.11 NER-608 DADE NOA 01. 0417.11 JUS214-2 JUS214-3 JUS24 LUS214-2 FL821 FL821 FL821 NER-608 NER-608 NER-60S DADE NOA 01- 0327,04 NER-608 DADE NOA 01- 0.417.11 NER-608 DADE NOA 01- 0411.11 NER-608 DADE NOA 01. 0321,04 NER-608 DADE NOA 01- 0417,11 NER-608 DADE NOA 01- 0.417.11 NER-608 DADE NOA 01- 0321.04 NER-608 DADE NOA 01. 0417,11 NER-608 DADE NOA 01. 0417,11 NER-608 DADE NOA 01- 0417,11 NER-608 DADE NOA 01- 0411,11 NER-608 NER-608 DADE NOA 01- 0417,11 NER-608 DADE NOA 01- 0417,11 NER-508 DADE NOA 01- 0417.11 NER-564 NER-564 NER--530 NER-630 NER-530 NER-530 NER-530 NER-S30 NER-630 NER-530 NER-530 NER-5S0 NER-630 NER-5S0 NER-S30 NER-530 NER-S30 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-532 NER-532 NER-532 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER.530 NER-530 NER-S30 NER-S30 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-S30 NER-S30 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-S30 NER-530 NER-S30 NER-S30 NER-S32 NER-532 NER-532 NER-532 NER-532 NER-532 NER-532 NER-564 NER-564 NER-564 NER-568 NER-568 NER-568 NER-568 NER-568 NER-568 NER-5&8 NER-5&8 NER-568 NER-568 NER-568 NER-56S NER-568 NER-56a NER-5&8 NER-568 NER-568 NER-568 KHW816 KHW86 KHW88 KLFTA KST116 KS1213 KST216 KST218 KST224 KST227 KST234 KST237 KST248 KST260 KST272 KST29 KSTI223 KST1226 KSTI236 KST1248 KSTI260 KSTl272 HW816 FL820 HW86 FL820 HW88 FL820 LFTA FL817 ST2115 FL822 ST2122 FL822 ST2215 FL822 ST6215 FL822 ST6224 FL822 MST27 FL822 ST6236 FL822 MST37 FL822 MST48 FL822 MST60 FL822 MST72 FL822 ST292 FL822 FL822 MSTl26 FL822 MSTI36 Fl822 MST148 FL822 MSTI60 FL822 MST172 FL822 NER-5&8 NER-568 NER-568 NER-564 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-S30 NER-S30 NER-530 NER-530 NER-530 NER-530 NER-S30 NER-530 NER-S30 NER-SSO MP7 LS70 MP9 LS90 MPA1 A35 FL822 FL822 FL816 NER-530 NER-530 NER-SOS DADE NOA 01. 0417,11 NER-5OS NER-505 NER-505 NER-505 NER-505 NER-505 NER-605 NER-50S NER-505 NER-505 NER-505 NER-5OS NER-505 NER-505 NER-505 NER-505 NER-5OS NER-50S NER-505 NER-505 NER-505 NER-50S NER-505 NER-505 NER-505 NER-505 NER-505 NER-505 NER-605 NER-50S NER.50S NER.50S NER-605 NER-50S NER-505 NER-505 NER-50S NER-605 NER-505 NER-505 NER-505 NER-505 NER-605 NER-505 NER-505 NER-505 NER-505 NER-505 NER-505 NER-50S NER-505 NER-505 NER-605 NER-505 NER-505 NER-50S NER-505 NER-505 NER-505 N.ER-5OS NER-50S NER-50S NER-50S NER-505 NER-50S NER-5OS NER-5OS NER-50S NER-505 NER-505 NER-505 NER-605 NER-60S NER-605 NER-505 NER.50S NER-505 NER-5OS NER-60S NER-5Q5 NER-505 NER-505 NER-505 NER-60S NER-505 NER-505 NER-505 NER-505 NER-505 NER-505 NER-505 NER-50S NER-505 NER-505 NER-505 NER-505 NER-505 NER-505 NER-505 HER-505 NER-505 HER-505 HER-505 NER-605 NER-605 NER-505 NER-505 NER-505 NER-505 NER-605 NER-505 NER-505 NER-505 NER-505 NER-505 NER-605 NER-60S NER-505 NER-505 NER-505 NER-50S NER-505 HUS212-2 LUS24 HDPTZ HDPTD FL575 FL818 NC2X1 0-24 NC2X12.24 NC2X14-16 NC2X14-24 NC2X16.16 NC2X16-24 NC2X8-24 THGB2 JUS24 JUS24-2 LUS24 LUS24-2 FL571 FL821 MPA1 MPA1F MPAHD MPH15112.2 MPH1S118 MPH15118-2 MPH1514 MPH1514-2 MPH1595 MPH1595-2 MPH16112 MPH1612 MPH1614 MPH16925 MPH17112 MPH17118 WM11 MPH17118.2 WM11-2 MPH1712 MPH1714 MPH1716 MPH17925 MPH1795-2 MPH210 MPH210-2 MPH212 MPH212-2 MPH214 MPH214-2 MPH216 MPH216-2 MPH23112-2 MPH23118 MPH23118-2 MPH2312-2 MPH2314 MPH2314-2 MPH2316 MPH2316-2 MPH2318 MPH2318.2 MPH2320 MPH2320-2 MPH23925 MPH23925-2 - MPH2395 MPH2395-2 MPH25112 MPH25112-2 WM5.31/11,25 MPH25115 WM311.!5 MPH25115-2 - MPH25118 WM311,88 MPH25118-2 WM5.31/11.88 MPH2512 WMI312 MPH2512.2 WM5.31/12 r.4PH2514 WMI314 MPH2514-2 WM5.31/14 MPH2516 WMI316 MPH2516-2 WM5.31/16 MPH2518 WMI318 MPH2518-2 WMS.31/18 MPH2S20 WMI320 MPH2520.2 WM5.31120 MPH2592S MPH25925-2 WMS,31/9,2S MPH2595 MPH2595-2 MPH26112 MPH26118 MPH2612 MPH2614 MPH2616 MPH2618 MPH2620 MPH2692S MPH2695 MPH310 MPH312 MPH314 MPH316 MPH32S MPH35112.2 WMI411 ,25-2 MPH3511S MPH3S115-2 - MPH35118-2 WM1411 ,88-2 MPH3512 WMI412 MPH3512-2 WM1412-2 MPH3514 WMl414 MPH3514-2 WM1414-2 MPH3S16 WMl416 MPH3516-2 WM1418-2 MPH3518 WMI418 MPH3518.2 WM1418-2 MPH3520 WM1420 MPH35925-2 WMI49.25-2 MPH3S95-2 WMI49.5-2 MPH410 WM410 MPH412 WM412 MPH414 WM414 MPH416 WM416 MPH52112 MPH52118 MPH5212 MPH5214 MPH5216 MPH5218 MPH525 MPH52925 MPHS295 MPH55112 MPH55118 MPH5512 MPH5514 MPH5516 MPH55925 MPH5595 MPH610 MPH612 MPH614 MPH616 MPH687 MPH810 MPH812 MPH814 A35 A35F MPAHD WM211.25-2 WM211,88 WM211,88-2 FL570 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 Fl816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 fL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL815 FL816 FL815 FLS16 FL816 FL816 FL816 FL81!5 FL816 FL816 FLa16 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL8ilS FL816 FL816 FL816 FL816 HDPTD HGA10 HGAM10 FL575 HGA10 FL819 HGAM10 FL819 8211.25 8211,88 JUS24-2 JUS24-3 LUS24-2 FL570 FL821 HUS26 HUS26-2 JUS 24-3 JUS26 FL570 FL821 829,25 629.5 B11.25 B11 HUS28 HUS28-2 HGAM10 HH44 HH66 HHCP2 HGAM10 FL566 HH4 FL817 HH6 FL811 HCP2 FL817 LUS26 JUS26 JuS26-2 LUS26 LUS26-2 FL511 FL821 WM29,5 WM29,5-2 WM1.68J11.25 WM1.68/12 WM1.68/14 WM1.68/9.25 HUS410 HUS412 B14 B16 B9.25 B9 B2,75J11,25 82.75111,88 THGBH4 HHP218L JUS26-2 JUS26-3 FLS75 LUS28-2 LU526-3 FL570 FL821 HHP218R FL575 HUS46 HUS48 JUS28-3 JUS28 LUS26-3 LUS28 FL570 FL821 HHP418L FL575 HWUH210 FL859 HHP418R HJC26 FL575 FL811 JUS28 JUS28-2 LUS28 LUS28-2 FL571 Fl821 FL859 HBPS12 HWUH21 0-2 FL859 82.75114 B2.75J16 82,1519.25 82,7519.5 8211.25-2 8211,88-2 HC10 FL859 WM14 WM16 HJC26 HJC28 FLS71 Fl817 LBH27112 GL TV2. 7 5111.25 FL822 NER-530 JU528-2 JUS28-3 LUS28.2 LUS28-3 FL570 FL821 HWUH212 FL859 HC10-2 FL859 GL1V2.75J11 ,88 GL TV2. 75112 GL1\'2,75J14 GLTV2.75116 GL TV2,7519.25 GLTV2.7519.5 l6H27118 LBH2712 LBH2714 LBH2716 LBH27925 LBH2795 FL822 FL822 FL822 FL822 FL822 FL822 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 HWUH212.2 FL859 WM9-2 WM210 WM21 0-2 WM212 WM212.2 WM214 WM214-2 WM216 WM216-2 HJC28 GBC FL571 HC520 HCPLL FL859 Fl818 JUS28-3 JUS410 LUS28-3 LUS410 FL570 FL821 HWUH214 FL859 HJH26L FL869 HCPLL HCPLR FL573 FL818 HWUH214-2 JUS410 JUS412 829.25-2 829.5-2 81411.25 B1411.88 61412 BI414 BI416 BI418 B149.25 B149.5 B5.31/11,25 BI311.88-2 a5.31/12 85.31/14 BS.31/16 85,31/18 BS,311t,25 8139,5-2 FL859 LUS410 FLS70 FL821 HJH26L FL577 HWUH216 FL859 HCPLR . HCPRS3 HCPRS4 HD17112 HD1714 HD1770 HD17925 HD210 HD210-2 HD210-3 HD212 HD212.2 H0212-3 H0214 HD214-2 HD214-3 HD216 HD216-2 HDli6.3 H024-2 H026 H026-2 HD26-3 HD27112 HD2792S HD28 HD28.2 HD28.3. HD310 HD310-2 HD312 HD312-2 HD314 HD316 HD32105 HD3212 HD34 HD36 HD38 H038.2 HD410 HD412 HD414 HD416 HD418 HD44 HD46 HD48 HD5112 HD51135 HD5210 HDS212 HD5214 HD5216 HD610 HD612 ' HD614 , HD616 HD~ HD68 HD0210 HD0210-2 HD021 0-3 H00212 HD0212.2 HD0212.3 HD0214 HD0214-2 HD0214-3 HD02i6 HD0216-2 HOO216-3 HD024 HOO24-2 HD026 HD026-2 HD02a HD028-2 HD0310 HD0312 HD0314 HD031S HOOM Hoo36 HD038 Hoo410 HD0412 Hoo414 HD0416 Hoo44 HOO46 HOO48 HOO61 0 Hoo612 HD0614 HD0616 FL513 FL818 FL818 FL815 FL815 FL815 FL815 Fl815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL81S FL815 FL815 FL815 FL815 FL81S FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL81S FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL81S FL815 FL815 FL815 FL81S FL815 FL815 Fl815 FL815 FL815 FL815 FL815 FL815 Fl815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 , Fl81S FL815 FL81S FL815 FL815 FL815 FL815 Fl815 FL815 FL815 FL815 FL815 JUS412 JUS414 JUS44 HJH26R FL8S9 FL570 Fl821 FL821 LBIi35112 LBH35118 LBH3512 LBH3514 LBH3516 LBH3518 LBH3S20 LBH3522 LBH3524 LBH3526 LBH3528 LBH3530 LBI135925 LBH3595 lBH52112 LBH52118 LBH5212 LBH5214 LBH5216 LBH5218 LBH5220 LBH52925 L6H5295 LBH71112 LBH71118 lBH7112 LBH1114 LBH71i6 LBH1118 LBH7120 LBH7122 LBH7124 LBH7126 LBH7128 LBH7130 LBH71925 LBH7195 GL TV3.56J11, 25 GL 1\'3.511 GLTV3.512 GL TV3.514 GL TV3,516 GLTV3,518 GI.. TV3.S20 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FU22 FL822 FL822 FU22 Fl822 FL822 FL822 FL822 FL822 R822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 NER-530 NER-530 NER-530 NER-530 NER-S30 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER--530 NER-530 NER-530 NfJt.s:30 NER-630 NER-530 NER-530 HER-630 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-S30 NER-530 NER-530 NER-S30 NER-530 NER-530 NER-S30 HER-530 NER-530 SBCCI PST a eSI20318 NER-568 saccI PST 8 ESt 2031B SBCCIPST8 ESI2031B NER-564 NER-564 NER-605 NER-50S NER-505 NER-505 NER-50S NER-505 NER-505 NER-605 NER-605 NER-60S NER-505 NER-505 NER-5OS NER-505 NER-505 NER-505 NER-608 NER-608 NER-530 NER-630 NER-530 NER-568 NER-568 NER-568 NER-568 NER-564 DADE NOA 0 0128.04 NER-56-4 NER-505 NER-505 NER-505 NER-505 NER-50S NER-505 NER-505 NER-50S NER-505 NER-505 NER-50S NER-505 NER-505 NER-605 NER-605 NER-505 NER-530 NER-605 DADE NOA 01- 0417.11 NER-608 NER-530 NER-608 HWUH216-2 FL859 LUS414 LUS44 HJH26R FLS77 HWUH26 FL859 HU11 HU14 HU7 HU9 HU210 HU210-2 HU210-3 HU212 HU212.2 HU212-3 HU214 HU214-2 HU214-3 HU216 HU216-2 HU216-3 HU24-2 HU26 HU26-2 HU26-3 HU2,75112 HU2,75110 HU28 HU28-2 HU28-3 HU310 HJH28L FL859 JUS44 JUS46 LUS<< LUS46 FL570 FL821 WM3511.88 WM3S11.88-2 WM3512-2 WM3S14 WM3514-2 WM3516 WM3516-2 WM3518 WM3518-2 WM3520 WM3520-2 HWUH26-2 FL859 HJH28L FL577 HWUH28 FL859 JUS46 JUS48 LUS48 LUS48 FL570 FL821 HJH28R FL859 HWUH28-2 FL8S9 HJH28R FLS71 JUS48 KAG8 KAG9 KC91010 KC91012 KCB1212 KCB<< KCB45 KCB46 KCB47 KCB48 KCB55 KCB55 KC8S7 KC8610 KCB612 KCB68 KCB68 KCB7 KCB74 KCB76 KCB17 KCB810 KCB812 KCBS8 KCB9 KCBQ44 KCBQ46 KCBQ66 KCC104 KCC106 KCC32S,4 KCC325-6 KCC44 KCC45 KCC48 KCC47 KCC48 KCC5254 KCCS25-6 KCC525-8 KCC54 KCCS5 KCC57 KCC64 KCC66 KCC68 KCC74 KCC75X KCC7S Kccn KCC77X KCC78 KCC84 KCCS6 KCC88 KCC94 KCC96 KCC98 KCCQ325-4 KCCQ325-6 KCCQ44 KCCQ525-4 KCCQS25-6 KCCQ525-8 KCCQ66 KFT Al KFTA5 KFTA7 KHW26 KHW3 KHW410 KHW412 KHW414 KHW416 KHW46 KHW48 KHWS KHW61 0 KHW612 KHW614 KHW616 KHW66 KHW68 KHW81 0 KHW812 KHW814 LUS48 AG8 AG9 C81010 CB1012 CB1212 CB<< FL570 FL811 FL817 Fl822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FU22 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL819 FL819 FL819 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 Fl822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL819 FL819 FL819 FL819 FL819 FL819 FL819 Fl817 FL811 FL817 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 HWUH310 FL859 HlBH27112 HGLlV2.75111.25 Fl822 NER-530 HWUH312 FL859 GL lV3,56J9,25 Gl TV3,59 HLBH27118 HLBH2712 HL8H2714 HLBH2716 HGlTV2.75111.88 FL822 HGLlV2.75112 FL822 HGL lV2. 75114 FL822 HGL TV2. 75118 FL822 NER-530 NER-530 NER-530 NER-530 HWUH314 Fl859 HWUH316 FL859 B5.5OI14 B5.5OI16 B5,5OI18 HWUH3e FL859 HLBH27925 HLBH279S HGL TV2, 7519.25 FL822 HGI..1V2.7519.5 Fl822 NER-S30 NER-530 CB46 HWUH38 FL859 CB48 HLBH35112 HL8H35118 HLBH3512 HLBH3514 HLBH3516 HLBH3518 HLBH3520 HLBH3522 HLBH3524 HLBH3526 HLBH3528 HLBH3530 HGLTV3.W11.25 FL822 HGL TV3,511 FL822 HGL1V3.512 FL822 HGL 1'13.514 FL822 HGL TV3.516 FL822 HGL TV3.518 FL822 HGL TV3,S20 FLS22 FL822 FL822 FL822 FLS22 FL822 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-S30 NER-530 NER-530 NER-530 NER-S30 NER-530 HWUH410 F L859 61410-2 61411.25-2 81411.88-2 B1412-2 81414-2 13141l~-2 B1418-2 BI49.25-2 13149.5-2 HWUH412 FL859 GL n/411 ,25-2 GL TV411.88-2 GL TV412.2 GL TV414-2 GL TV416-2 GL TV418-2 GL 1V420-2 GL TV422-2 GL 1'1424-2 GL TV428-2 GL 1V428-2 GL TV430-2 GL TV49,25-2 GL TV49.5-2 CB610 CB612 CB68 CB68 CB7 CB7-1/8-4 CB7.1/8-6 CB7-1/8-7 CB810 CB812 CB88 CB9 CBQ44-5DS2 CBQ46-5OS2 CBQ66-5OS2 HWUH414 FL859 HWUH416 FL859 HWUH46 FL859 HWUH48 FL859 HU312 BC4 C44 FL569 HWUH610 FL859 BC46 HU314 HU316 HU3,25110.5 HU3.25112 HUM HU36 HU38 C46 FL569 HWUH612 FL859 HLBH35925 HLBH3595 HLBHS2112 HLBH52118 HLBH5212 HLBH5214 HLBH5216 HLBH5218 HLBHS220 HLBH52925 HLBH5295 HGL TV3. 5619. 25 FL822 HGL TV3,59 FL822 FL822 FL822 FL822 FL822 Fl822 FL822 FL822 FL822 FLS22 NER.S30 NER-530 NER-530 NER-530 NER.530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 i ! I I r-- ! BC6 LCB44 LCB46 LCB66 CBS<< CBS46 CBS66 FL569 FL822 Fl822 FL822 FL821 FL821 FL821 FL818 C66 CBE44 CBE4-6 CBE66 CB$44 CBS46 CBS66 CLPBF HWUH614 FL859 HWUH616 FL8S9 HWUH68 FL859 LBP12 LFTA6 LBP1/2 H6 FL859 FL820 WM5.5OI9.S WM2,68111.25 WM2.68111 ,88 WM2,68112 WM2,68/14 WM2.6S116 WM2.68118 WM2.68/20 WM2.6819.25 CC108 CC3-1I44 CC3-1/4-6 CC44 HWUH68 Fl859 HU410 HU412 HU414 HU416 LPTA LTA1 FL859 FL859 HWUH810 rfj ~ u.J f--4 C/'J ,~ ~ ....J <r: ~I :JI 01 ~I ~I ~ c/'1 LPT A-5 LS210 LS268 LSSH179 LSSH20 LSSH210 LSSH23 LSSH25 LSSH26 LSSH31 LSSH35 LSTA12 LSTA1S LSTA18 LSTAl1 LSTA24 LSTA30 LSTA36 LSTA9 LSTAD8 LSTAD8RJ LTS19 LTS20 L TS20B L 1W12 L1W16 L1W18 L1W20 LUGT2 FL859 FL811 FL817 FL818 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL8i6 FL816 FL8i6 FL816 FL816 FL816 FL821 FL821 FL822 FL822 FL822 FL820 FL820 FL820 FL820 FL817 FL574 FL821 FL821 FL817 FL817 FL817 ClPBF CMST12 CMST14 CMSTC16 DSC41.. DSC4R FL8-59 HWUH812 CMST12 CMST14 CMSTC16 DSC4L-SDS3 DSC4R-SDS3 CC48 HlBH11112 HGL1V411.25-2 FL822 NER-530 FL859 HWUH814 HU44 HU46 HU48 HU5.125112 HU5.125113.5 HUS.31/9 HU5,31/11 HU5.31114 HU5,31/16 HU610 HU612 HU614 HU616 HU66 HU68 HU210TF HU210-2TF HU210-3TF HU212TF HU212-2TF HU212-3TF HU214TF HU214-2TF HU214-3TF HU216TF HU216-2TF HU216-3TF HU24TF HU24-2TF HU26TF HU26.2TF HU28TF HU28-2TF HU310TF HU312TF HU314TF HU318Tf HUMTf HU36TF HU3aTF HU410TF HU412TF HU414TF HU416TF HU44TF HU46TF HU48TF HU610TF HU612TF HU614TF HU616TF LSSUI25 LSSUI2,06 LSSU210 LSSUI35 LSSUH310 LSSUIH2.6S LSSU210-2 LSSU410 LSTA12 LSTA1S LSTA18 LSTA21 LSTAl4 LSTA30 LSTA36 LSTA9 LSTHD8 LSTHD8RJ LTT19 LTT20 L TT20B L TS12 LTS16 LTS18 L TS20 LGT2 HLBH71118 HLBH7112 HlBH7114 HLBH7116 HLBH7118 HLBH1120 HlBH7122 HLBH7124 HLBH7126 HLBH7128 HLBH7130 HLBH11925 HLBH719S HGL 1V411.88-2 HGL1V412-2 HGL TV414-2 HGL TV416.2 HGL TV418-2 HGL TV420.2 HGL1V7.12122 HGL TV7 ,1 Z/24 HGL TV42/S.2 HGL TV428.2 HGL 1V430-2 FU22 FL822 Fl822 FL822 FL822 Fl822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 NER-530 NER-530 NER-530 NER-530 NER-530 NER-630 NER-530 NER-530 NER-530 NER-S30 NER-530 NER-530 NER-530 DADE NOA 03- 0508,04 NER-505 NER-505 NER.505 NER-505 DADE NOA 01- 0724.06 DADE NOA 00- 1227,01 DADE NOA 00- 1221.01 NER-608 NER-608 SBCCI PST" ESI2031B NER-608 SBCCI PST & ESI 2031 B NER-608 SBCCI PST & ESI 2031 B NER-532 NER-532 NER-608 NER-608 NER-608 NER-608 NER-568 NER-S68 NER-568 NER-568 NER-568 NER-5&8 NER-510 NER-510 NER-510 NER-510 NER-60S CC48 CC5-1/4-4 CC5-1/4-6 CC5-1/4-8 FL359 HWUH816 ~ U :J ,0 I~ I~ ~ I 1< ~ 80 .~ cG O~ ~~ ~~ r;-i I~ ~: l~b~~ i5 ~ u ~ 'C N I',~t, ~& ~ l~~s :1 ,"U 0.. ~ I~~O ~ El I" 0." 0. I I ~~_~T~_q:~~_.~ r'-~-~-'! ~~~--~ lfL 5i-~OO~ -j DRA\V~ B'{ D~~~N ,,-. _"X1'S''I' SHEET !'JO, WM310 WM312 WM314 WM316 FL859 HWUHS6 HETAL12 FL578 DTC FL859 FL816 FL818 FL818 FL816 FL816 FL816 FL816 FL816 FL820 FL820 FL816 HWUj188 JA3 ' JA5 JA7 JA9 JES JESS JESSS JESX JH20 JH30 JL210 HETAL12 EPB44A EPB44 EPB4-4-12 EPB46 EP~12 EPB66 EPB66-12 EPC44 EPC44-16 DTC EBG44 EPB4408 EPB4412 EPB4608 EPB4612 EPB6608 EPB~12 EPCM44 EPCM4416 EPCM4516 EPCM46 EPCM4616 EPCM4116 EPCM48 EPCM4816 EPCM5416 EPCM5516 EPCM64 EPCM6416 EPCM66 EPCM~616 EPCM68 EPCM6816 EPCM75 EPCMTT EPCM84 EPCM8416 EPCMU EPCMS616 EPCMS8 EPCMa816 FA1 FAl FA3 FH210 FH212 FH214 FH26 FH28 FHD210 FHD212 FHD214 FHD26 FHD28 FL859 fl816 Fl318 FL816 FL816 FL816 FL816 FL816 FL816 Fl816 FL816 FL818 Fl.816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 Fl816 FL816 FL816 FL816 FL816 FL816 FL822 FL822 FL822 FL817 FL817 FL817 FL817 FL817 FL817 FL817 FL817 FL817 FL817 CC6.7-1/8 CC84 CCS6 CC68 CC74 CC1-1/8-6 CC76 CC77 CC7.1/8.7-1/8 CC78 ~ {/) ~ ~ FL 1247 FL816 FL816 FL816 FL816 HLPTA75 HPAl8 HPA35 HPAHD22 HPAHD22.2P HP Al8 HPA35 HPAHD22 HPAHD22-2P LU210 EPC46 EPC46-16 LU210 LU24 FL571 FL816 JL210 Jl24 CCS6 CC88 EPC48 EPC48-16 FLS78 HSU100 LU24 LU26 FL571 FL816 JL24 Jl26 CCli6 CC98 CCQ3-4SDS2,5 CCQ3-6SDS2,5 CCQ44SD52.5 CCQ5-4SDS2.5 CCQ5-6SDS2,5 CCQ5-8SDS2,5 CCQ66SD52.5 FTA2 FTA5 HA7 HW2,6 HW3 25 HW410 HW412 HW414 HW416 HW46 HW48 HW5,2S HW610 HW612 HW614 HW6i6 HW66 HW68 HW810 HW812 HW814 FL577 HSU40 LU26 LU28 FL571 FL816 JU6 JL28 FLS71 HETA12 FL821 HETA18 FL821 EPC64 EPC64-16 EPC66 EPC66-16 EPC68 HSU80 HTA12 HTA16 FU71 FL817 FL817 FL817 FL817 FL817 FL817 FL816 FL816 FL816 FL816 FL821 LU28 JL28 JN26-2 JN26E JN28-2 JN28E JPF24 JPF28 JRS JRSS JRSSS JRSX JUS210 LUGT2 LUGTC2 MB16 MBG1012 MBG1016 MBG1024 MBG1212 MBG1216 M8G1224 MBG1412 MBG1416 MBG1424 MBG1612 MBG1616 MBG1624 MBG812 MBG816 MBG824 MP3 MPM LGT2 FL568 FL817 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL818 FL816 FL816 FL822 FL816 META18 FL859 HETAlO FL821 HTA16-18 HTAlO MMLU26 NCAlX10-12 NCAlX10-16 NCA2X10-Z4 NCA2X12.12 NCA2X12-18 NCAlX12.24 NCA2X14-12 NCA2X14-16 NCAlX14-Z4 NCA2X16-12 NCA2X16-16 NCA2X16-24 NCA2X8-12 NCA2X8.16 NCA2X8-24 LS30 AM MMLU28 PF24 PF26 LU28-18 LU26-18 LU24.18 LU210-18 LUS210 METAlO FL859 HETA24 FL821 HTAlO-18 HTA24 EPCM METAl4 FL859 FL819 LTHJFUL FL819 HTT16 FL821 HTT22 Fl821 FL821 FL821 HTS16 FL820 HTS20 FL820 HTS24 FL820 HTS28 FL820 HTS30 FL820 HTS30C FL820 FL818 FL818 HUS1,81/10 FL818 HUS210 FL818 HUS210-2 FL821 HT A24-18 HTHJ24-18 HTHJ26-18 HTT16 HTT22 HTT30 HTT50 H1W16 HTW20 HTW24 H1W28 H1W30 HTW30C HUSH5 HUS171 HUS179 HUS210 HUS210-2 EPC88 WMS.50/11.25 WM5.50/11.88 WM5,5OJ12 WM5.5OI14 WM5.50/16 WM5.5OI9.25 WM5,5OI9.5 WM610 EPCBS FL571 FL821 LUS210 LUS210-2 JUS210 JUS210-2 MAS LUS210-2 LUS21 0-3 FL570 FL821 JUS210-2 JUS 21 0-3 LUS21 0-3 FL570 FL821 JUS210-3 JUS212-2 FL570 FL821 JUS212.2 JU5212-3 MPM MP4F MP5 MP6F AM LT?4 LS50 FL570 FL821 FL822 FL821 FL570 JUS212-3 FPAL MPH816 MS MSH1713 MSH1718 MSH1722 MSH179 MSH~19 MSH2.13 MSH213 MSH213-2 MSH213.2 MSH218 MSH218 MSH218-2 MSH218-2 MSH222 MSH222 MSH222,2 MSH222-2 MSH2318 MSH2322 MSH2618 MSH2622 MSH29 MSH29 MSH318 MSH318 MSH322 MSH322 MSH413 MSH413 MSH418 MSH418 MSH422 MSH422 MSH422-2 MSH422-21F MSH4221F MSH426 MSTA12 M5TA15 'MSTA18 , MSTAl1 MS T Al4 M5TA30 MSTA36 ,",5TM8 MSTAt MSTC28 MSTC4(l MSTC52 MSTC66 MSTC7S MTS21B MlW12 MlW16 MlW18 MlW20 MlW24C MlW28C MlW30 MlW30C N16 N27 N30 N36 N42 N48 N54 N56 N60 NFM3 NFM35X10 THAI1.81/22 THA213 THA213 THA218 THAl18 THA218-2 THAl18-2 THAI222 THAt222 THA22~.2 THA222-2 THAI3522 THAt2.68122 THA29 THA29 THAt322 THAI322 THM13 THM13 THA418 THM18 THA422 THM22 THM22.2 THAC422-2 THAC422 THM26 M5TA12 MSTA15 MSTA18 MST Al1 MST Al4 MST A30 MSTA33 MSTA9 MSTC28 MSTC40 MSTCS2 MSTCetS MSTC78 MTT28B MTS12 MTS16 MT518 MTS20 MTS24C MTS28C MTS30 MTS30C TB20 TB27 TB30 TB36 T842 TB48 TBM TB56 TB60 Fl816 Fl859 FL822 Fl822 Fl822 Fl822 FL567 FL822 FL567 Fl822 FL567 FL822 FL567 FL822 FL567 FL822 FL567 Fl822 FL567 FL822 FL822 FU22 FL822 FL822 FL567 FL822 FL567 FL822 FL567 FL822 FL567 FL822 FL567 FL822 FL567 Fl822 FU22 FL822 Fl822 FL816 FL816 FL816 FLa1lS FL816 FLa16 FL81lS FL816 Fl816 FL817 FL817 FL817 FL817 FL817 FL822 FL820 FL820 FL820 Fl820 FL820 FL820 FL820 FL820 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL81lS FL578 NFM35X10U MBHA3,56/9,25 FL578 FL578 NfM35X1178 FL578 NFM35X1178 U MBHA3,56/11,88 FL578 NFM35X12 FL578 NFM35X12U MBHA3.56111,25 FL578 NFM35X16 FL578 NFM35X16U MBHA3.56116 FL578 NFM35X18 FL578 NFM35X18U MBHA3.56I18 FL578 NFM35X8 FL578 NFM3U FL578 NFM3X10 FL578 NFM3X10U MBHA3.1219.25 FL578 NFM3X12 FL578 NFM3X12U MBHA3.12111,25 FL578 NFM3X8 FL578 NFM45 FL578 NFM45U FL518 NFM6X1178 FL578 NFM6X16 NFM6X1178U MBHA5.5OJ11.83 FL578 Fl578 NFM6X'6U MBHA5.5OJ16 FL578 NFM8X18 FL578 NFM6X18U MBHA5.5OJ18 FL578 NER-505 SBCCI PST & ESI2031B NER-530 NER-530 NER-530 NER-530 DADE NOA 03- 0206,03 NER-530 DADE NOA 03- 0206,03 NER-530 DADE NOA 03- 0206.03 NER-530 DADE NOA 03- 0206.03 NER-530 DADE NOA 03- 0206.03 NER-530 DADE NOA 03- 0206.03 NER-530 DADE NOA 03- 0206.03 NER-530 NER-530 NER-530 NER-530 NER-630 DADE NOA 03- 0206.03 NER-530 DADE NOA 03- 020& .03 NER-530 DADE NOA 03- 0206.03 NER-S30 DADE NOA 03- 0206.03 NER-530 DADE NOA 03- 020&,03 NER-530 DADE NOA 03- 0206.03 NER-530 NER-530 NER-630 NER-530 NER-5OS NER-505 NER-505 NER-505 NER-5OS NER-505 NER-505 HER-505 HER-505 NER-564 NER-564 NER-564 NER-564 NER-564 NER-S30 NER-~8 NER-s68 NER-~8 NER-~8 NER-~8 NER-~8 NER-568 NER-668 NER-505 NER-505 NER-505 NER-505 NER-5OS NER-505 NER-505 NER-505 NER-505 DADE NOA 01- 0724,08 DADE NOA 01- 0724.06 DADE NOA 01- 0724.06 DADE NOA 01- 0724,06 DADE NOA 01- 0724.08 DADE NOA 01. 0724.06 DADE NOA 01- 0724.06 DADE NOA 01- 0724.06 DADE NOA 01- 072.4.06 DADE NOA 01- 0724.06 DADE NOA 01- 0724.06 DADE NOA 01- 0724.08 DADE NOA 01- 0724.06 DADE NOA 01. 0724,06 DADE NOA 01- 0724.06 DADE NOA 01- 0724,06 DADE NOA 01- 0724,06 DADE NOA 01- 0724,06 DADE NOA 01- 0724.06 DADE NOA 01- 0724.06 DADE NOA 01- 0724,08 DADE NOA 01- 0724,06 DADE NOA 01. 0724,08 DADE NOA 01. 0724,06 DADE NOA 01. 0724.06 DADE NOA 01. 0724.06 016 PA18 PA23 PA28 PA35 PA44 P A44E P A44R PA46 PA46R PA66 PAS6E PAS6R PAHD42 PAl18 PAl23 PAl28 PAl35 PAr18 PAr23 PAr28 PAr35 PAU<< PAU<< P AU66 P AU66 PS<<-& PB.S6-& PB;:S44 P6eS66 PBS<< PBS66 PCM<< PCM4418 PCM4516 PCM46 PCM4G16 PCM4716 PCM48 PCM4816 PCM5416 PCM5516 PCM64 PC'A6416 PC/A66 PC/A6616 PClA68 PClA6816 PClA75 PCIA77 PCMM PCMM16 PCM86 PC"'~16 PCM83 PCM8816 PH15112 PH15118 PH1514 PH15925 PH1595 PH17112 PH17118 PH17118-2 PH1712 PH1714 PH1716 PH17925 PH1795 PH1795-2 PHI)2 PH05 PHD6 PHD8 PH?N16 PHI15112 I PHI115118 PHI,1514 PHI15925 PHi1595 PHi16112 PHi1612 PHI1614 PHI16925 PHI17112 PHI17118 PHI1714 PHI1716 PHI17925 PHI179S PHI2310 PHI23118 PHln14 PHI2316 PHI2318 PHI2320 P!112322 PHI2324 PHI2326 PHt23925 PHI2395 PHI2510 PHI25112 PHI~511 5 PHlf5118 PHlf512 PHlf514 PHlf516 PHlf518 PHI~520 PHlf522 PHlf524 PHlf528 PHlf528 PHlf530 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ABE44 AB44R AB48 A846R AB66 ABEG6 AB66R PAHD42 PAl18 PAI23 PAI28 PAI35 PAT18 PAT23 PAT28 PAT35 ABU<< ABU<< ABU66 ABU66 LPC4 LPC6 ACE4 ACE6 AC4 AC6 PC<< PC44-18 PC46 PC48-16 PC48 PC48-16 PC64 PC64-16 PCetS PC63-16 PC68 PC 84 PC86 PC8S W211,25 W211,88 W29,25 W29,5 W11 W11-2 W14 W16 W9.25 W9 PHD2-5DS3 PHD5-5DS3 PHD6-5DS3 PHD8-SDS3 W1.68112 W3510 W3511.88 W3514 W3516 W3518 W3520 W3522 W3524 W359,25 W359.5 WI310 WI311,25 Wl311,5 Wl311,88 Wl312 WI314 W1316 WI318 Wl320 WI322 WI324 WI326 W1328 W1330 W139.25 WI39.5 W2.68111 ,25 W2.68111.88 W2.68112 W2.68114 W2.68116 W2.68118 W2,68120 W2.6819.25 FL818 FL818 FL818 FL816 FL816 FL822 FL822 FL822 FL822 FU22 FU22 Fl822 FL822 FL816 FL816 FL816 Fl816 FL816 Fl816 FL816 FL816 FL816 FL821 FL569 FL821 FL~9 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL816 Fl818 FL816 FL816 FL816 FL816 Fl816 FL816 FL816 FL818 FL816 FL816 FL816 FL816 FL816 FL816 FL816 FL818 FL816 FL818 FL816 FL816 FL822 FL822 FL822 F L822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL817 FL817 FL817 FL817 FL817 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 Fl822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 Fl822 FL822 FL822 FL822 FL822 FL822 Fl822 FL822 Fl822 FL822 FL822 FL822 FL822 FL822 NER-505 NER-505 NER-505 NER-505 NER-50S NER-530 NER-530 NER-530 NER-630 NER-530 NER-630 NER-530 NER-530 NER-505 NER-505 NER-505 NER-505 NER-505 NER-505 NER-505 NER-505 NER-5OS NER-608 DADE NOA 02- 0128.03 NER-608 DADE NOA 02- 0128.03 NER-505 NER-505 NER-505 NER-505 NER-505 NER-5OS NER-505 NER-50S NER-605 NER-505 NER-5OS NER-50S NER-505 NER-505 NeR-505 NER-505 NER-505 NER-505 NER-505 NER-5OS NER-505 NER-505 NER-505 NER-505 NER-505 NER-505 NER-505 NER-505 NER-505 NER-505 NER-530 NER-530 NER-530 NER-630 NER-530 NER-530 NER-530 NER-530 NER-630 NER-530 NER-530 NER-530 NER-630 NER-530 NER-564 NER-564 NER-564 NER-564 NER-564 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-630 NER-630 NER-530 NER-530 NER-530 NER.530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-630 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-630 NER-530 W2. 58/9. 5 WI411,25 W1411.5 WI412 WI414 WI416 WI418 WI420 WI422 WI424 WI426 WI428 WI430 PHI2695 PHI35112 PHI35115 PHI3512 PHl3514 PH13518 PHI3518 PHI3520 PHI3522 PH13524 PHl3526 PHI3528 PH13530 PH13532 PH135925 PHI3595 PHM15112-2 PHM15118.2 PHM15925-2 PHM1595-2 PHM17112 PHM17118 PHM1712 PHM1714 PHM1716 PHM17925 PHM1795 PHM1795-2 PHM2310.2 WP351 0-2 PHM23112.2 WP3511.25-2 PHM23118-2 WP3511 ,88-2 PHM2312-2 WP3512.2 PHM2314 WP3514 PHM2314-2 WP3514-2 PHM2318 WP3516 PHM2316.2 WP3518.2 PHM2318 WP3518 PHM2318.2 WP3518-2 PHM2320 WP3520 PHM2320.2 WP3520-2 PHM2322 WP3522 PHM2322.2 WP3522-2 PHM2324 WP3524 PHM2324-2 WP3524-2 PHM2326 WP3526 PHM2326-2 WP3S26-2 PHM2328-2 WP3528.2 PHM2330 WP3530 PHM2330-2 WP3530-2 PHM23925-2 - PHM2395-2 WP359.5-2 PHM2510 WPI310 PHM2510.2 WP1310.2 PHM25112.2 WPI311.25-2 PHM25115-2 WPI311.5-2 PHM2S118.2 WPI311.88-2 PHM2512 WPI312 PHM2512-2 WP1312-2 PHM2514 WPI314 PHM2514.2 WP1314-2 PHM2516 WPI316 PHM2516-2 WP1316-2 PHM2518-2 WP1318-2 PHM2520-2 WP1320.2 PHM2522-2 WP1322-2 PHM2524-2 WP1324-2 PHM2526-2 WP1326.2 PHM2528-2 PHM2530-2 PHM2614.2 PHM2616-2 PHM21112 PHM27118 PHM2712 PHM2714 PHM2716 PHM21925 PHM2795 PHM3510.2 PHM35112 PHM35112-2 PHM35115 PHM35115-2 PHM35118 PHM35118-2 PHM3512-2 PHM3514 PHM3514-2 PHM3516 PHM3516-2 PHM3518 PHM3520 PHM3522 PHM3524 PHM3526 PHM3528 PHM3530 PHM3532 PHM35925 PHM35925-2 PHM3595 PHM3595-2 PHM52112 PHM52118 PHM5212 PHM5214 PHM5216 PHM5218 PHM52925 WP5.31/9,25 PHM5295 PHM55118 PHM5514 PHM5516 PHM5518 PHM5595 PHX15112.2 PHX15118-2 PHX15925.2 PHX1595-2 PHX2314-2 PHX2318-2 PHX2318-2 PHX2320-2 PHX2322-2 PHX2324 PHX2324.2 PHX2326 PHX2326-2 W149.25 W149.5 WP211 ,25-2 WP211,88-2 WP29.25-2 WP29.5-2 WP11.25 WP11 WP12 WP14 WP16 WP9.25 WP9 WPI41 0-2 WP1411,25 WP1411,25-2 WPI411 ,5-2 WP1411.88 WPI411.88-2 WP1412-2 WPI414 WP1414-2 WPI416 WP1418-2 WPI418 WPI420 WPI422 WPI424 WPl426 WPI428 WPI430 WPI432 WPI49,25 WPI49.25-2 WPI49,S WPI49.5-2 WP5.31111.25 WP5.31/12 WP5.31/14 WP5.31116 WP5.50J11.88 WP5.5OI14 WP5.50116 WP5.5OI18 WP5, 5019.5 HW211.25-2 HW211.88-2 HW29.25-2 HW29,5-2 HW3514-2 HW3516-2 HW3518-2 HW3520.2 HW3522.2 HW3524 HW3524-2 HW3526 HW3526-2 Fl822 FU22 FL822 FL822 FL822 Fl822 FL822 FL822 FL822 FL822 FL822 Fl822 Fl822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 Fl822 FU22 FL822 FU22 FL822 FL822 FL822 FU22 FU22 FL822 FL822 FL822 FL822 FU22 FL822 Fl822 FL822 FL822 FL822 Fl822 FL822 FL822 FL8~2 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FU22 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FU22 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 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NER-530 NER-530 NER-630 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER:-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NE~-530 NER-530 NER-530 NER-530 NER-630 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-630 NER-530 NER-530 NER-530 PHX2328 PHX2328.2 PHX2330 PHX2330-2 PHX2510 PHX2510-2 PHX2512 PHX2512-2 PHX2514 PHX2514-2 PHX2516 PHX2516.2 PHX2518 PHX2518.2 PHX2520 PHX2520-2 PHX2522 PHX2522-2 PHX2524 PHX2624-2 PHX2526 PHX2526.2 PHX2528 PHX2528-2 PHX2530 PHX2530-2 PHX27112 PHX27118 PHX2712 PHX2714 PHX271lS PHX27925 PHX2195 PHX3510-2 PHX35112 PHX35112-2 PHX35115-2 PHX35118 PHX35118-2 PHX3512 PHX3512.2 PHX3514 PHX3514-2 PHX3516 PHX3518-2 PHX3518 PHX3518-2 PHX3520 PHX3522 PHX3524 PHX3526 PHX3528 PHX3530 PH)(;3532 PHX35925 PHX35925-2 PHX3595 PHX3595-2 PHX52112 PHX52118 PHX5212 PHX5214 PHX5216 PHX5218 PHX52925 PHX5295 PHX55118 PHX5514 PHX5516 PHX5518 PHX5595 PHX7120 PHX7122 PHX7124 PHX7126 PHX7128 PHX7130 PHX7132 PHXU17112 PHXU17118 PHXU1712 PHXU1714 PHXU17925 PHXU1795 PHXU27112 PHXU27118 PHXU2712 PHXU2714 PHXU2716 PHXU27925 PHXU2795 PHXU35112 PHXU35118 PHXU3514 PHXU3516 PHXU3518 PHXU3520 PHXU35925 PHXU3595 PHXU55112 PHXU55118 PHXU5512 PHXU5514 PHXU5516 PHXU5518 PHXU5520 PHXU55925 PHXU5595 PHXU71112 PHXU71118 PHXU7114 PHXU7116 PHXU7118 PHXU7120 PHXU71925 PHXU7195 RS100 RS150 RS16-R RS18-R RS200 RS20-R R522-R RS250 RS300 RSPT4 RT10 HW3528 HW3528.2 HW3530 HW3530.2 HWI31 0 HWI31 0-2 HWI312 HW1312-2 HWI314 HWI316 HW1316-2 HWI318 HW1318-2 HWI320 HWl320-2 HWI322 HWI322-2 HWI324 HWI3Z4-2 HWl326 HW1326-2 HWl328 HWI330 HW2.75111,25 HW2.75111.88 HW2,75J12 HW2.75114 HW2,75116 HW2.75J9.25 HW2.15J9,5 HWI41 0.2 HW1411.25 HWI411.25-2 HW1411.88 HWI411.88-2 HWI412 HW1412.2 HWI414 HW1414.2 HWI416 HW1418.2 HWI418 HW1418.2 HW1420 HW1422 HW1424 HW1426 HWI428 HWI430 HW1432 HW149,25 HW149,25-2 HW149.5 HWI49.5-2 HW1422-2 HW1424-2 HW1426-2 HW1428-2 HW1430-2 HW1432-2 WPU1.81111.25 WPU1.81111.88 WPU1.81/12 WPU1,81/14 WPU1.81/9.25 WPU1.81/9.5 HWU2.75111 ,25 HWU2, 7 5111.88 HWU2.75112 HWU2.75114 HWU2.15116 HWU2.15/i.25 HWU2.7519.5 HWU3.W11.25 HWU3.56I11.88 HWU3.56J14 HWU3.56J16 HWU3,56J18 HWU3.58120 HWU3.56J9.25 HWU3.5819.5 HWU5.50111.25 HWU5.50111.88 HWU5.5OI12 HWU5.5OI14 HWU5.5OI16 HWU5,5OI18 HWU5.50/20 HWU5.5OI9.25 HWU5, 5019.5 HWU7.12111.25 HWU7.12J11,88 HWU7.12114 HWU7.12116 HWU7.12J18 HWU7.12120 HWU7.1219.25 HWU7,1219.5 CS18S CS16 CS1S-R CS18-R CS18 CS20-R CS22-R CS20 I CS22 RSP4 H2 FU22 FL822 FU22 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 Fl822 FL822 FL822 FL822 FL822 Fl822 FL822 FL822 FL822 FU22 FL822 Fl822 FL822 FL822 FL822 Fl822 FL822 FL822 Fl822 FL822 FL822 FL822 FL8Z2 FU22 FL822 FL822 Fl.822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FUZZ FL822 FU22 FL822 Fl822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 Fl822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 Fl822 FL822 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 Fl820 Fl820 Fl820 Fl820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FU20 FL820 FL820 FL820 FL820 Fl820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 Fl822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL822 FL821 FL816 NER-530 NER-530 NER-530 NER-530 NER:-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER:-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-630 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER:-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER.530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 N ER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-~8 NER-568 NER-*8 NER-568 NER-568 NER-568 NER-568 NER-568 NER-568 NER-568 NER-568 NER-568 NER-SU NER-588 NER-568 NER-568 NER-568 NER-568 NER-668 NER-568 NER-668 NER-568 NER-668 NER-568 NER-568 NER-568 NER-568 NER-568 NER-5&8 NER-568 NER-668 NER-568 NER-568 NER-568 NER-568 NER-568 NER-668 NER-568 NER-530 NER-530' NER-530 NER-530 NER-630 NER-530 NER-530 NER-530 NER-530 NER-608 NER-5OS DADE NO"' RT10 H2 RT12 RT12F RT12F RT12T RT15 H1 RT15 Hi RT16 H10 RT16 H10 RT16-2 Hi 0-2 RT16F RT16F RT16T RT18F RT18F RT18T RT20 H7 RT20 H7 RT20F RT20F RT20T RT22F RT22F RT22T RT24F RT24F RT24T RTJ H3IH4 RT3 H3IH4 RT30F RT30F R130T RT36F RT36F RT36T RT48F RT48F RT48T RT7 H2,5IH5 RT7 RWB114 RWB143 S01 S360 S361 S365 S366 S367 SBP4 SBP6 SFC4 SFC6 SFC8 SGP2 H2,5IH5 WB126C W6143C TBE4 TBES FC4 FC6 SGP2 SGP3 SHA6 SHAST SKH1520l SKH1520L-2 - SKH1520R SKH1520R-2 -- SKH1524L SUL214 SKH1524L.2 SUL214-2 SKH1524R SUR214 SKH1524R.2 SUR214-2 SKH1620L SKH1620R SKH1624L SKH1624R SKH1720L SKH1720R SKH17Z4L SKH1724R SKH2020L SKH2020l.2 SKH2020R SKH2020R-2 SKH2024L SKH2024L.2 HSUL4,12J11 SKH20Z4R SKH2024R-2 HSUR4.12J11 SKH210L SUL210 SKH210L.2 SUL210.2 SKH210R SUR210 SKH210R.2 SUR210-2 SKH212L-2 SUL212.2 SKH212R-2 SUR212.2 SKH2320l SU1I3510112 SKH2320l-2 - SKH2320R SUR13510/12 SKH2320R-2 - SKH2324L SULl3514J20 SKH2324L-2 - SKH2324R SUR13514J20 SKH2324R.2 - SKHZ4L SULl4 SKH24R SUR24 SKH2520L SKH2520l.2 - SUL 1.81/9 SUR1,81/9 SUL1,81111 SUR1.81/11 SU1I2,06l9 HSUL4.1219 SURI2.06l9 HSUR4,1219 FL565 FL816 FL859 FL572 FL572 Fl816 FL565 FL816 FL565 FL816 FL859 FL572 FL572 FL859 FL572 FL572 FL816 FL565 FL859 FL572 FL572 FL859 FL572 Fl572 FL859 FL572 FL572 FL816 FL~5 FL859 FL572 FL572 FL859 FL572 FL572 FL859 FL572 FL572 FL816 FLS65 FL822 FL822 FL816 FL816 FL816 FL816 FL816 FL816 FL822 FL822 FL817 FL817 FL817 FL818 FL578 FL576 FL859 FL859 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 Fl815 FL815 Fl815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 Fl815 FL815 FL815 FL815 FL815 FL815 0128,05 NER-505 SBCCI PS. ESI 2031 B DADE NOJ 0912.05 DADE NO"' 0912.05 NER-505 DADE NO"' 0128.05 NER-505 DADE NOJ 0128.05 NER-505 SBCCI PS- ESI 2031 B DADE NOJ 0912.05 DADE NOJ 0912.05 SBCCI PS' ESI 2031 B DADE NO"' 0912,05 DADE NOJ 0912,05 NER-505 DADE NOJ 0128.05 SBCCI PS' ESI2031B DADE NO"' 0912.05 DADE NO"' 0912.05 saccI PS' E$I 2031 B DADE NOA 01- 0912.05 DADE NOA 01- 0912.05 SBCCI PST & ESI 2031 B DADE NOA 01- 0912.06 DADE NOA 01- 0912.05 NER-505 DADE NOA 02. 0128,05 SBCCI PST & ESI 2031 B DADE NOA 01- 0912.05 DADE NOA 01. 0912.05 SBCCI PST & ESI 2031 B DADE NOA 01- 0912,05 DADE NOA 01. 0912.05 SBCC/ PST & ESI 2031 B DADE NOA 01- 0912.05 DADE NOA 01- 0912.05 NER-505 DADE NOA 02. 0128.05 NER-530 NER-530 NER-505 NER-505 NER-505 NER-505 NER-505 NER-505 NER-530 NER-530 NER-564 NER-564 NER-564 NER-510 DADE NOA 02- 0102.03 DADE NOA 02- 0102.03 SBCCI PST & ESI2031B SBCCI PST & ESI2031B NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-418 NER-478 NER-478 NER-418 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-418 NER-478 NER-478 SKH2520R SKH2520R-2 -- SKH2524l SKH2524L-2 SKH2524R SKH2524R-2 - SKH2620L SUL/2.68110 SKH2620R SURI2.68110 SKH2624L SULl2.68114 SKH2624R SURI2.68114 SKH26L SUL26 SKH26L SKH26L-2 SKH26R SKH26R SKH26R-2 SKH28L SKH28L-2 SKH28R SKH28R.2 SKH310l SKH310R SKH312L SKH312R SKH36L SKH36R SKH38L SKH38R SKH410L SKH410R SKH414L SKH414R SKH418L SKH418R SKH46l SKH46R SNP3 SPT22 SPT24 SPT4 SPT<< SPT6 SPT68 SPT8 SPTH4 SPTH4 SPTH6 SPTH6 SPTH8 SPTH8 ST1 ST12 ST18 5T2 ST22 ST9 STAD10 STAD10RJ STAD14 STAD14RJ STAD8 STAD8RJ SUH210 SUH210-2 SUH210-3 SUH210R SUH214 SUH214-2 SUH214R SUH24 SUH24-2 SUH24R SUH26 SUH26-2 SUH26-3 SUH26R SUH28 SUH28-2 SUH28-3 SUH28R SUH310 SUH314 SUH34 SUH36 SUH410 SUH410R SUH414 SUH<< SUH<<R SUH48 SUH46R SUH610 SUH610R SUH66 SUH66R SW210 SW212 SW214 SW216 SW26 SW28 SW310 SW36 SW38 SW410 SW46 SW48 SWH210-2 SWH212.2 SWH214.2 SWH216.2 SWH26-2 SWH28-2 SWH312 SWH314 SWH316 SWH41 0 SWH412 SWH414 SWH416 SWH610 SWH66 SWH6S SUL26 SUl2S-2 SUR26 SUR26 SUR26-2 SUL310 SUR310 SUL312 SUR312 SUL36 SUR36 SUL38 SUR38 SUL410 SUR410 SUL414 SUR414 SUL46 SUR48 SP1 SP2 SP4 SP6 SP8 SPH4 SPH4 SPH6 SPH6 SPH8 SPH8 MAB15 ST12 ST18 MAB23 ST22 ST9 STHD10 STHD10RJ STHD14 STHD14RJ STHD8 STHD8RJ U210 U210.2 U210-3 U210R U214 U24 U24-2 U24R U26 U26-2 U26-3 U26R U310 U314 U34 U36 U410 U410R U414 U<< U<<R U46 U46R U610 U610R U66 USSR W210 W212 W214 W216 W26 W28 W310 W36 W38 W410 W46 W48 WNP210-2 WNP212-2 WNP214-2 WNP218.2 WNP26-2 WNP28-2 WNP312 WNP314 WNP316 WNP410 WNP412 WNP414 WNP416 WNP610 WNP66 WNP&8 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL571 FL815 FL815 FL571 FL815 Fl815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL820 FL817 FL817 FL821 FL817 FL821 FL811 FL821 FL821 FL~6 FL821 Fl~6 FL821 FL566 FL822 FL822 FL822 FL822 FL822 FL822 FL821 FL821 FL821 FL821 FL821 FL821 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 Fl820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FL820 FU20 FL820 FL820 FL820 NER-478 NER-478 NER-478 NER--418 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 DADE NOA 01- 0327,04 NER-478 NER-418 DADE NOA 01. 0327.04 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-~8 NER-564 NER-564 NER~8 NER-564 NER-608 NER-564 NER-608 NER-608 DADE NOA 02. 1113.05 NER-608 DADE NOA 02- 1113,05 NER-608 DADE NOA 02- 1113.05 NER-530 NER-530 NER-530 NER-530 NER-530 NER-530 NER-908 NER-608 NER-908 NER-608 NER-908 NER-908 NER-568 NER-~8 NER-5&8 NER-~8 NER-668 NER-568 NER-568 NER-6&8 NER-568 NER-568 NER-568 NER-568 NER-568 NER-~8 NER-568 NER-~8 NER-568 NER-~8 NER-568 NER-568 NER-568 NER-568 NER-568 NER-568 NER-~8 NER-568 NER-568 NER-568 NER-568 NER-5&8 NER-5S8 NER-568 NER-568 NE.R-568 NER-568 NER-se.8 NER-568 NER-568 NER-568 NER-568 NER-5&8 NER-568 NER-5&8 NER-568 NER-568 NER-*8 NER-568 NER-568 NER-568 NER-568 NER-~8 NER-66S NER-~8 NER-~8 NER-568 NER-568 NE.R-568 NER-568 NER-568 NER-568 NER-~8 SBCCI PST & TA12 TA12 TA12R T A12R TA14 TA14 TA14R TA14R TA16 TA16 TA16R TA16R TA18 T APL 12 TAPL14 TAPL 16 TA18 TA18R T A 18R TAlO TA20 TA20R T A20R TA22 TA22R TA24 TA24 TA24R TA24R TA41 TA51 TA61 TAT 1 TDX2 TDXlO TDX5 THD175 THD177 THD179 THD210 THD210-2 THD26 THD26-2 THD28 THD28-2 THD410 THD412 THD46 THD48 THD610 THD612 niDH21 0-2 THDH21 0-3 THDH26-2 THDH26-3 THDH28-2 THDH28-3 THDH410 THDH46 THDH48 THF15112 THF15112-2 THF15140 THF15140-2 THF15925 THF15925-2 THF16112 THF16112-2 THF16140 THF16140-2 THF16925 THF16925-2 THF17112 THF17112-2 THF17140 THF17140-2 THF17157 THF17157.2 THF17925 THF17925-2 THF20112 THF20112-2 THF20140 THF20140-2 THF20925 THF20925-2 THF23118-2 THF23140 THF2314Q-2 THF23160 THF23160-2 THF23180 THF23925 THF23925-2 THF25112 THF25112.2 THF25130 THF25140 THF25140-2 THF25160 HETAL16 HETAL20 PA51 PA68 HD2A HD20A HD5A HHUS210.2 HHUS26-2 HHUS28-2 HHUS410 HHUS46 HHUS48 HHUS610 HGUS210-2 HGUS21 0-3 HGUS26-2 HGUS26-3 HGUS28-2 HGUS28-3 HGUS410 HGUS46 HGUS48 IUT211, IUS1,56J11.88 MIU211-2 IUT29, IUS1.56I9.5 MIU29-2 lun.W11 HU3.31/11 IUn,68J14 HU3,31114 IUT1,6819 HU3,3119 IUT11, IUS181/11.88 IUT14, IUS1,81/14 MIU1.81/16 FL859 FL572 FL859 FL572 FL859 FL572 FL859 FL572 Fl859 FL572 FL859 FL572 FL859 FL1777 FL1777 FL1777 FL572 FL859 FL572 FL859 FL572 FL859 FL572 FL572 Fl512 FL8S9 FL572 FL859 FL572 FL816 FL816 FL816 FL816 FL816 FL818 FL816 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 Fl815 FL815 FL821 FL821 FL821 Fl821 FL821 FL821 FL821 Fl821 FL821 FL815 FL815 FL815 Fl815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 FL815 IUT9, IUS1,81/9,5 FL815 FL815 IUT2,06l11, IUS2,06J1U8 FL815 HU4.12J11 FL815 IUT2,06J14, IUS2,06l14 FL815 FL815 IUT2.06J9, IUS2,06l9,5 FL815 HU4,1219 FL815 U3512.2 FL815 IUT3514 FL815 MJU4,75114 FL815 MIU2.37/16 FL815 MIU4,75116 FL815 MIU2.37/18 FL815 IUT3510 FL815 U3510-2 FL815 IUT312 FL815 MIU311.2 FL815 FL815 IUT314 FL815 MIU314-2 FL815 MlU316 FL815 ESI 2031 B DADE NOA 01- 0912.05 saccI PST & ESI 2031 B DADE NOA 01- 0912.05 SBCCI PST & ESI20316 DADE NOA 01- 0912,05 SBCCI PST & ESI2031B DADE NOA 01- 0912.05 SBCCI PST & ESI2031B DADE NOA 01- 0912.05 SBCCI PST & ESI2031B DADE NOA 01- 0912,05 saccI PST & ESI 2031 B 'JADE NOA 02- 0102.03 DADE NOA 02- 0102.03 DADE NOA 02- 0102.03 DADE NOA 01. 0912.05 saccI PST & ESI 2031 B DADE NOA 01- 0912.05 SBCCI PST & ESI 2031 B DADE NOA 01- 0912.05 SBCCI PST & ESt 2031B DADE NOA 01. 0912.05 DADE NOA 01- 0912.05 DADE NOA 01- 0912.05 SBCCI PST & ESI2031B DADE NOA 01- 0912.05 SBCCI PST & ESI2031B DADE NOA 01. 0912.05 NER-505 NER-505 NER~5 NER-5OS NER-50S NER-505 NER-505 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-418 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-908 NER-608 NER-608 NER-608 NER-908 NER-608 NER-608 NER-608 NER-608 NER-418 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 NER-478 REVISIONS NO. DAfE DESCRIPTION \ll;I;"'<i!--.- . -~ ~~ . ~- I I r-TJ I ~; I ~ . ~ {/j <t: :E ~ ~ ~ ~ ~ U ::J1 ~! ~I (/)J ~ U ::J o ~ ~~ <~ 80 ~~ 00.. ~~ u...~ ~ c/j ~ ~ ~ ('<) o N V'l (/') -0 ~ ~ ;.)~ ~ ~ t; ('<) 't:: N w~;:t;o ~ ><E--><[; 00 i~Sd g I~~d ~ ~ l::t ~ a.. E-- a.. I ~~-=_~~LJ ~~--l ~An APRIL 5. 2004 ~.....-=-- DRA\VN BY DANIEL M, OSSMAN SHEET NO. FPAL III REVISIONS "" Florida Product Awroval List~ NO. DATE DESCRIPTION THF25160.2 MIU318.2 Fla15 NER-478 TH035925 ITT49,25 FL815 NER-478 THF25925 IUT310 FLa15 NER-478 TH035938 ITT49,37 FL815 NER-478 Florida THF2592S.2 MIU39.2 FL815 NER-478 TH0359SO ITT49,5 FL815 NER-478 Approval THF26112 IUT2.68I12 FL815 NER-478 TMP175 FL815 NER-478 THF26112.2 - FL815 NER-478 TMP2 FL815 NER-478 Product Category: Sub Categorv~ Manufacturer: Number: THF26140 IUT2.68114 FL815 NER-478 TMP23 FL815 NER-478 ------- THf26140.2 MIU5,31/14 FL815 NER-478 TMP25 FL815 NER-478 Panel Waifs: Glass Brock Mulia,lnc, FL1572.1 Roofing: Asphalt Shingles GAF Materials Corporation Fl183 THF26160 MIU2.68118 FLa1S NER-478 fMP31 FLa15 NER-478 Built. Up FL618 Hif26160.2 MIU5.31/18 FLaiS NER-478 TMP4 FL81S NER-478 GAF Materials Corporation C'l;.~ THt=26925 IU12.68/10 FLa1S NER-478 TMPH17S FL822 NER-530 Modified Bitumen Roof GAF Materials Corporation FL621 '-~~~~~~~ THF2692S.2 - FL81S NER...78 lMPH2 FL822 NER-530 Asphalt Shingles Owens Corning FL85 THF35112 IUT412 FL815 NER...78 TM?H23 FL822 NER-530 THF35i40 IUT414 FL81S NER-478 lMPH31 FL822 NER-530 FL637 THF35157 IUT416 FL81S NER-478 TMPH4 FL822 NER-530 Roofing Tile Hanson Roof Tile THF35165 IUT418 FL8iS NER-478 lMU26 lSU26 FL8i5 NER-478 Roofing Tile Superior Roof Tile Manufacturing Inc FL1833 THF35925 IUT410 FL815 HER-478 DADE NOA 02- TH015112 ITT211,25 FL81S HER-478 UGTS3F FL568 0128.04 r"etal Roofing Southeastern Metals Mfg, Co FL274 TH015112-2 lBY211.25-2 Fl815 HER-478 DADE NOA 02- TH015118 ITT211,88 Fl815 NER-478 UGTS4F FL568 0128.04 Metal Roofing Wheeling Corrugating Company FL1609 THOi5118-2 MIT211.88-2 FUl1S NER-478 UPH08 HOQa-SOS3 FL817 NER-564 TH015i40 ITT214 Fl81S NER...78 W AS44 PBS44A FL821 NER~08 TH015140-2 1..8'1214-2 Fl815 NER-478 WAS48 PBS46 FL821 NER~08 Windows: Fixed Kinco, Ltd, FL 125 WAS68 PBSse FL821 NER~08 TH015925 ITT29.25 FL815 NER-478 Horizontal Slider Kinco, Ltd, FL124 TH015925-2 LBY29.25-2 Fl8i5 NER-478 WBioe WB106 Fl816 NER-505 THOi59SO ITT29.5 FLai5 NER-478 we 128 WB126 FL818 NER-5OS Single Hung Kinco, Ltd, FL 123 THOi59SO-2 MIT29.5-2 Fl815 NER-478 waC10 CWB106 FL822 NER-530 Mullians Kinco, Ltd, FL957 TH016112 ITT1.63Ji1.25 Fl815 NER-478 WI,3C 12 CWB126 FL822 NER-530 Fixed Jacobson Window Co" Inc, FL395 TH016118 FLa15 NER-478 WI,3Ti0 rwB10 FL822 NER-530 waT12 rwB12 FL822 HER-530 Horizontal Slider Jacobson Window Co" Inc, FL394 TH016118-2 - Fl815 HER-478 Single Hung Jacobson Window Co,. Inc. FL392 TH016120 ITT1,68112 FL815 NER-478 waTi4 lWB14 FL822 NER-530 THOi6140 ITT1.68114 FL8iS NER-478 W!44 PB44 FL822 NER-S30 THOi6925 ITT1,6819.25 FL81S NER-478 WE!46 PB46 FL822 NER-530 TH0169SO FL81S NER-478 ZC2 Z2 FL817 NER-564 ZC4 Z4 Fl817 NER-564 Ridge Vents: Ridge Vents Owens Corning FL234 TH0169~-2 - FLiiS NER-478 TH017112 ITT11,25 fL815 NER-478 ZC$ Z6 FL817 NER-564 TH017112-2 LBV11.25-2 FL815 NER-478 TH017116 ITT1ua FL815 tiER-478 TH017118-2 MIT4i1.88 Fl815 NER-478 TH017i40 ITTi4 FL815 NER-478 TH017140-2 lBYi4-2 FL81S HER-478 TH017160 ITT16 Fl815 NER-478 TH017i60-2 LBV4i6 FL8iS NER-478 TH017925 ITT9.25 Fl815 NER-478 ~~~'-~~..-.s.: TH01792S-2 LBI/9.25-2 FL81S NER.478 Sliding Glass Doors: Sliding Glass Door Jacobson Window Co" Inc, FL397 TH0179SO ITT9.5 FL81S NER-478 Sliding Glass Door Marvin Windows and Doors FL442 TH0179SO-2 MIT49,5 FL8i5 NER-478 TH020118 ITT2.06I1i ,88 FL815 NER-478 Sliding Glass Door NuAir Windows and Doors FL212 TH0201i8-2 lBV4.12J11.88 FL815 NER-478 Precast Concrete Lintels: Precast Concrete lintels FECP Corp" Cast-Crete Division F L1 58 TH020i40 ITT2.06I14 FL81S tiER-418 Precast Concrete lintels Quailty Precast Company FL 1774 TH020140.2 LBV4.12J14 FL815 NER-478 Precast Concrete Lintels Lott Concrete Products FL1441 TH020i60 ITT2.06i18 FL815 NER-418 Precast Concrete Lintels Wekiwa Concrete Products, Inc FL1418 TH020160.2 LBV4.12J16 FL815 tiER-478 TH020SSO ITT2.06/9,5 FL815 NER-418 TH020SSO.2 LBV 4.1219. S FL815 NER418 TH023100 ITT3510 FL815 NER-478 TH0231oo-2 _. FL815 NER-478 TH023112-2 LBV3511,25-2 FL815 NER-418 TH023118 FL815 NfR-478 TH023118-2 MIT3511.88-2 Fl815 NER-478 TH023120-2 - FL81S NER-478 TH023HO FL815 NER-478 Exterior Doors: Swinging Exterior Doors Marvin Windows and Doors FL443 TH023140-2 MlT3514-2 FLa15 NER-478 Swinging Exterior Doors Marvin Windows and Doors FL951 TH023160 FL815 NER-478 Swinging Exterior Doors FL 1170 TH02316o-2 HB3S16-2 FLa15 NER-478 Therma- T ru Corporation I TH023i80 FLa15 NER....78 TH023180-2 HB351 B-2 Fla15 NER418 Structural Components: Wood Connectors Anchors United Steel Products FL5653 I TH023200 FLa1S NER-478 Wood Connectors Anchors United Steel Products FL578,9 i TH0232oo-2 HB3520-2 FL815 NER-478 ! Wood Connectors Anchors United Steel Products FL57111 , TH02392S ITT359,2S FL815 NER-478 i Wood Connectors Anchors UnIted Steel Products FL571,11 ! TH023925-2 LBV359.25-2 FL815 NER-478 i TH0239SO Fl815 NER-478 Wood Connectors Anchors United Steel Products FL571 14 I l TH0239SO-2 lBY359,5-2 FL815 NER-478 Wood Connectors Anchors United Steel Products FL567 13 I . TH025i 00 ITT31 0 FL815 NER-478 Wood Connectors Anchors United Steel Products FL572 4 ~---'--r---J TH0251 00-2 LBV310-2 Fl81S NfR-478 TH025112 FL815 NER-478 Wood Connectors Anchors United Steel Products FL821 7 I i TH025112-2 lBY311,25-2 FL815 NER-478 Wood Connectors Anchors United Steel Products FL821,11 I TH025115 FL815 NER-478 Wood Connectors Anchors United Steel Products FL821,39 ~ TH02S115-2 LBV311,5-2 FL81S HER-478 Garage Doors: Garage Doors - Sectionals Overhead Door Corporation FL674 Wood Connectors Anchors United Steel Products FL815,125 uJ TH02S118 FL815 NER-478 TH025118-2 MIT311.88-2 FL815 NtR-478 Garage Doors. Sectionals Clopay Building Products Company FL542 Wood Connectors Anchors United Steel Products FL815,133 ~ TH02S120 FL815 NER-478 Garage Doors. Sectionals Clopay Building Products Company FL549 Wood Connectors Anchors United Steel Products FL815,139 ~ ~ TH025120-2 - FL815 NER-478 Garage Doors. Sectionals C!opay Building Products Company FL 1794 Wood Connectors Anchors United Steel Products FL815,137 ~ ! TH02S130 FL81S NER478 Wood Connectors Anchors United Steel Products FL816.78 U I TH025i40 FL8i5 NER-478 ::J ~ TH025140-2 MIT314-2 FLa1S NER-478 Wood Connectors Anchors United Steel Products FL816.83 TH025142 FL815 NER-478 Wood Connectors Anchors United Steel Products FL816,308 0 ~ ~ I TH025160 FL815 NER-478 Wood Connectors Anchors United Steel Products FL817.42 C/J TH025160-2 - Fl815 NER-478 Wood Connectors Anchors United Steel Products FL820,7 ~ ......... ~ TH025180 FL815 NER-478 ~ TH025180-2 FL815 NER-478 Wood Connectors Anchors United Steel Products FL820.6 ~ I - I TH025~O Fl815 NER-478 Wood Connectors Anchors United Steel Products FL820.223 0.... ~ :J TH025200.2 - FL81S NER-478 Wood Connectors Anchors United Steel Products FL859,3 ~ I TH025925 FL81S NER-478 Wood Connectors Anchors United Steel Products FL859.4 <t: ~ ! TH025925-2 LBV39,25-2 Fl815 NER-418 0 U TH025938 Fl815 NER-478 Wood Connectors Anchors United Steel Products FL86968 0 TH0259SO FL815 NER-418 Wood Connectors Anchors United Steel Products FL815,6 ~ ::J TH025950-2 MIT39.5-2 FL81S NER-478 Siding: Siding CertainTeed Corporation Siding Products FL1573 Wood Connectors Anchors United Steel Products FL815,24 ~ " ~ TH026ioo FL81S NER-418 Siding Gentek Building Products FL1004 Wood Connectors Anchors United Steel Products FL815.41 0 ~ , I TH026112 ITT2.68I11 ,25 FLa15 NER-478 ~ I TH026112.2 lBV5.31/11.25 Fl815 NER-418 Siding Kaycan L TO, FL 1139 Wood Connectors Anchors United Steel Products FL815.45 -J ~ r/1 I TH026118 ITT2.68111.88 FL8i5 NER-418 Wood Connectors Anchors United Steel Products FL815,39 ~ <:: I TH026118-2 lBI/5,31/11.88 FL81S HER-478 Wood Connectors Anchors United Steel Products FL82175 __J TH026120 ITT2,68112 FL81S NER-478 Wood Connectors Anchors United Steel Products FL821 73 ~-~_.~-~ TH026120-2 LBY5,31/12 Fl815 NER-478 TH026140 ITT2.68/i4 FL815 HER-478 Wood Connectors Anchors United Steel Products FL821,78 i HER-478 Wood Connectors Anchors United Steel Products FL821,74 0 (') trl TH026140-2 LBV5,3i/14 Fl8i5 M r:- ICI1 ~ ...... TH026160 FL815 HER-47! Wood Connectors Anchors United Steel Products FL815,145 ~ ~~ 00 ..0 TH026160.2 lBV5,3i/16 Fl815 NER-478 Engineered lumber Boise Cascade F L 1644, 1 00 ~t3~-g N FL815 NER-478 , TH026180 Weyerheauser WMO r"l Engineered lumber FL 1630,2 ~><u: ...... TH026i80-2 -. Fla15 NER-478 g Sei 00 TH028200 FL81S NER-478 U P- M TH026200.2 - Fl8iS NER-478 ,~q ~ ,g :I: o...f-o Cl.. TH026925 ITT2.68I9.25 FL815 NER-478 I TH026925-2 LBV5.31/9.2S FLa15 NER--4711 Soffit & Fascia: Soffit & Fascia Cameron Ashley Building Products FL406 ~-~__C:<t>~~ TH026950 IH2.W9.S FL8iS NER-478 Soffit & Fascia Kaycan LTO, FL1146 f]OB ~'J'O, ._-, TH0269SO.2 LBI/5.31/9.5 Fl815 NER-478 TH035100 ITT410 FLaiS NER.478 MASTER I TH035112 ITT411,25 FL815 NER-478 ~~~~~.......~"'"""'-c, TH035115 ITT4ii.S FL815 NER478 Dr\TE I TH035118 ITT411.88 Fl815 HER-478 APRIL 5, 2~ ~j TH035120 ITT412 FL815 NER-478 TH035125 ITT412.S FL81S NER-478 DRA\XTN BY lJ?J~J~~lEL ~Q~SMAN. THO~130 ITT413 FL8i5 HER....78 THO~5i40 ITT414 FL8iS NER-478 -_.--.-.- TH035i42 FL815 tiER-478 SHEET NO. TH035160 FL815 HER--478 ~~lllh TH035180 FL815 HER-478 i TH035200 Fl815 NER-478 \ FPAL u , ", '. ' ;. ... ~, ... , DOOR :;1"":, " ~ -~ 1/4' MIN. IJIDTH I EMBEDMENT SHIM AS REQ'D ONE BY "000 (SEE NOTES) , ' ......-- BUCK BY OTHERS SGD FRAME " , - V:", JAMB y .... \! n ":, '., . '. , :-:- INSTAlLATION ANCHOR , l '. . ~ ~,. IS SCREIJ <TYP. "HERE , ~'<3'" TAPCONS ARE NOT REQ'D,) , .' \ CAULK BETIJEEN,\ "OOD BUCK 8c MASONRY OPENING BY OTHERS CONCRETE OR ~~ MASONRY OPENING BY OTHERS 1 1/1, /-tIN. . , " , \ ' EM~rENT .~ .,1\" ,,\, \ . INSTAlLATION ANCHOR 3/16" IlIA. CONCRETE SCRE" ANCHOR -,I INSTAlLATION ANCHOR Ita SCREW <TYP. "HERE TAPCONS ARE NOT REQ'D.) rONE BY "ODD BUCK BY OTHERS 6. 'iSHIH AS REQ'D ~EMPERED GLASS , ." (SEE NOTES> (SEE NOTES) LU ,: '. rr= 'rf--r1 114' MAX ft~' =-h-1. SHIH SPACEt ~" .,:' - ~ ' , ,(. ," ,il .. ,'... ". .:.' .. . ':'I'.~ INSTALLATION ANCHOR ,,,' '.,.!7. 3/16' DIA. CONCRETE ,'t :;1.'.' ,.' SCRE'w' ANCHORS . 1& . . . ~ I EXTERNAL 'j FINISH BY OTHERS PERIMETER CAULK BY OTHERS ~ ~ \~:::'.' I ~ '. .~ CAULK BETIJEEN " 'A.:' 'JOOD BUCK 8c , . .~. ' MASONRY O?ENING . .~... BY OTHERS '--. , "j' , ' . .' CONCRETE ," OR MASONRY OPENING L 1/4' MAX. BY OTHERS SHIH SPACE l -. ~ P~IMETER CAULK ' BY OTHERS SGD FRAME HEADER E:<TERIOR DOOR F~NJSH BY HEIGHT OTIiERS SECTION B-13 EXTERIOR TEMPERED GLASS (SEE NOTES) ~ I ~= r ......... f"---' SGD FRAME SILL A o 1.17' " '~ . # #. B - lr " ... -t 1 1/4' 14IN. ~ L1 EkBEDMENT . . , J / CONCRETE ORJ MASONRY OPENING INSTALLATION ANCHOR BY OTHERS 3/16' DIA. CONCRETE SCRE'w' ANCHOR EXTERIOR ELEVATION 2 PANEL DOOR SHO~N ,~ '4 .... A SECTION A-A ~ I> DOOR MATERIAL. ALUMINUM ALLOY 6063. ' , 2.) CONCRETE SCRE" ANCHORS MUST BE OF SUHICIENT LENGTH TO ACHIEVE MIN. EM,B~DMENT Df 1 1/4' INTO MASQNRY DR C,ONCRETE. 3) USE LATEX CAULK fOR PERIMETER SEAL AROUND EXTF.:RIOR Of DOOR. 4) IF E)(ACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHDR QUANTITY LISTED "ITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'o. . ' 5) FOR POCKET DOOR SIZES, USE CLOSEST BYPASS DOOR SIZE 8c CONfIGURATION TO fINISHED QPENING. PLACE ANCHORS, IN HOOK STRIP AS SHOIJN. 6) GLASS THICKNESS MAY VARY PER REQUIREMENTS Of' ASTH E1300 GLASS CHARTS. , , 7) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGlE GLAZED OR INSULAT~ GLASS. " , 8) ALL FACTORY APPLIED HOLES NOT DESIGNATED fOR TAPCON' ANCHOR ~HOULD SE rI~LED "ITH .~ SCREWS OF SUFFICIE~l LENGTH TO PROVIDE HIN. :5/S' EMBEDMENT INTO IJOOD BUCK, . 9) JAMB I SEAL CORNERS ARE TO BE SEALED IJITH A SMALL JOINT SEAJ-l SEALER.,' , , 10) SHIM AS REQ'D. AT EACH SET or IN$TAlLATION ANCHORS "ITH LDAD BEARING SHIM. MAX. ALLO\tABLE SHIH STACK TO Be:' li-t ' 11> ALL INSTALLATION ANCHORS MUST BE MADE or CORROSION RESISTANT MATERIALS., , , " , 12) NOT ALL CONFIGURATIONS LISTED ON ANCHOR CHART ARE SHO'w'N ON THIS DRAIJI~G" HO'w'EVER, INSTALLATION SECTION A-A, B-B 8c HOOK STRIP DETAIL APPLY TO INSTAlLATION or AlL APPROVED CONFIGURATIONS. 13) INSTALL ONE TAPCON IN EACH PAIR or fACTOR'! APPLIED INSTALLATION HOLES YN~ESS NOTED OTHER'w'ISE ON ANCHOR CHART, 5068 2D2T 606S 202T S068 2D2T lOO6S 2D2T 5080 202T 6080 2021 8000 202T l00e0 2D2T 1~~S 3f~lT 15068 3D3T 9080 3D3T 120S0 3D3T 150S0 3D3T 'Sl068 3D2T 12006S 3D2T 15068 3D2T 9080 302T 12080 3D2T 15080 3D2T lC:068 4D2T 1606S 4D2T 20068 4D2T 120S0 4D2T 16080 4D2T 20080 4D2T HEADISILL 3 4 5 6 3 4 5 6 6 7 a 6 7 S 5 7 9 5 7 9 ro 12 9 10 12 i EA. JAMB 4 4 4 4 5 :5 ~ 4 4 4 :5 5 :5 , 4 4 4 5 :5 5 4 4 4 :5 :5 :5 1 1/4' HIN. I EMBEDMENT I INSTALLATION ANCHOR 3/16' DIA. CONCRETE SCRE'w' ANCHOR SGD HOOK STRIP ~-,~ ,.,-..".......,:,~ SHIH AS REQ'D (SEE NOTES) INSTALLATION ANCHOR 1t8 SCREW <TY?) .. WIDTH 51 SHIH AS ::'D (SEE NOTES) SGD FRAME \ JAMB y .... \i ~ r<.V4' MAX. II ,SHIM SPACE TEMPERED GLASS ' ' (TY? SEE NOTES) , , ~. ~ ~ EXTERIOR FINISH BY OTHERS ~ . ~~ SGD INTERLOCK TIJO BY IJOOD BY OTHERS SHEA THING BY OTHERS .-1 lla' MIN. EMBEDMENT , ~ HOOK STRIP 4 4 4 4 3 3 5- :5 4 4 4 3 5 5 4 4 4 :5 5 5 : 4 :5 5 :5 . .-. '\.' . "r EXTERIOR FrNISH\Y BY OTHERS PERIMETtR CAL.t..K BY OTHERS ~ ,. ~ ~.~, EXTERIOR TEMPERED GLASS <TYP, SEE NOTES) = f." . PERIMETE:~R CAULK ------- . " BY OTHERS , . , . . . EXTERIOR FINISH ',' BY OTHERS II ~~ J~ TEMPERED GLASS <TV?,) ~ I (SEE NOTES) SGD FRAME HEADER DOOR HEIGHT EXTERIOR r::: 1 r 1/4' MAX. SHIH SPACE ,SECTION B- B SGD FRAME SILL I'-" ,,,-,,, R - h If . '~' Ir 1 1 1/4' MIN. ~ A EMBEDMENT ' , tJ j /. CONCRETE DR ~TALLATION ANCHOR MASONRY OPENING 3/16' DIA. CONCRETE BY OTHERS SCRE~ ANCHOR L-~ S.T SILL IN ~ CONCRETE OR CAULK Ilia' MIN. EMBEDMENT V INSTALLATION ANCHOR Ita SCREW <TYP.> T'w'O BY "DaD BY OTHERS SHEATH~G BY DTH~S . , . ' . A SECTION A-A # #. t:lCliS! 1> DOOR MATERIAL. ALUMINUM ALLOY 6\163, 2) .a INSTALLATION SCREWS ~ST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF l-1I8' INTO 'JOOD FRAME. CONCRETE SCRE" ANCHORS AT SILL MUST BE or SUFFICIENT LENGTH TO ACHIEVE 14 IN. EMBEDMENT Of 1-114' INTO MASONR'( OR CONCRETE. 3) USE LATEX CAULK FOR PERIMETER SEAL AROOND EXTERIOR OF DOOR. 4) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. 5) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE 8c CONFIGURATION TO FINISHED Df'ENJN(i. PlACE ANCHORS, IN HOOK STRiP AS SHIJ\tN. 6) GLASS THICKNESS MAY VARY PER REQUIREMENTS or ASTH EI300 GLASS CHARTS. 7) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGlE GLAZED OR INSULATING GLASS, a) 'JAMB I SEAL CORNERS ARE TO BE SEALED IJITH A SMALL JOINT SEAM $EALot 9) SHIM AS REQ'S. AT EACH SET or INSTAlLATION ANCHORS WITH LOAD BEARING SHIM. MAX. ALLO"ABlE: SHIM STACK TO BE 1/4', 10) ALL INSTALLATION ANCHORS MUST BE MADE DF CORROSION RESISTANT MATERIALS. 11) NOT ALL CONFIGURATIONS LISTED ON ANCHJR CHART ARE SHO"'N ON THIS DRA'JING, HOIJEVER, INSTALLATION SECTION 'A-A', 'B-B' 8c HJCIK STRIP DETAIL APPLY TO INSTALLATION Of' ALL APPROVED CONFIGURATIONS. fIIr EXTERIOR ELEVATION 2 PANEL DOOR SHO~N HOOK STRIP DETAIL JACOBSON WINDOW CO~ TAMPA, FLORIDA TlTl.Cl SERIES 5000 SLIDING GLASS DOOR INSTALLATION ~/TAPCONS IN MASONRY ENGHtRJ MANUEL MARTINEZ DRHo BB DATC. 1110/02 D1SCll'lOO CIVIL SCAlD N,T,$, D'w'G. IOJ'JC0015 f'L REG. 10 47182 REV. LtTT[RI SHEET. 1 OF-2 I DVG NO. J\oIC1045 PREPARO ..,. PROllUCf , APP\.IC4T~ DlGlHEERlI<<I. lNC. 2st lNTEllNATlllHAl. "VI. SlATl 2:50. fiUlTHRDV. f'LllRlM 3l7f' _ 407 8O$-0J6S fAll .07 805-8~ D\t'G 10 J\oIC1046 , i I 2,68701 - 0.1880 (2) ~ t ___ 0,2500 (2) ---- I , t 0.0930 (2) ,U II t- 1.0000 t_ 0.0620 --- ~ ---- 1.3125 I--t- Ixx: 0.180458 L_ Iyy' ALU!~INUM ASSOC. STD. TDLERANCESt\PPL Y UNLESS NOTED OTHER"ISE BR~~K CORNERS TO .015 R UNLESS OTHERWISE NOTED JACOBSON VINDOV COMPANY T AMPA1 FLORIDA 1.072636 ! TITLE' I ~-1l/16N AREAl i 1. 3 3 4 DRNI IJTlrr~ 11. 601 JS FULL APRVI) ______ DATtI 03/11/02 HATu 6063- T6 DVG NO. J\oIC1045 X l' TUBE MULLION - EXTRUSION SCALEI PREPAAEll ..,. ~ TEtliIO.IlGY CORP. e:5O ~TIONAl.. 1'1(\I1,. Hl;ATHRCII. f'L1lRIDA Je7.' ~ '.7-805-0365 fllX 407-~ .) A REDESIGNED ANCHOR CLIP 3-13-02 1 1.0315 _t t 1.0299 t J 2.375 O,87S<Ef (2) 0.2494 r (2) I I~ ALUMINUM ASSOC. STD. TOLERANCES APPLY UNlESS NOTED DTHERIJISE UNLESS OTHERWISE NOTED UNMARKED WALL THICKNESS - 0.125 BREAK CORNERS TO .015 RUNLESS OTHERIJISE NOTED I - ~ 0,210 , o DIA. (4) 0.5920 , ~ ,031 R (2) ~ ,062 R (2) L I ~ 5.4500 JACOBSON ~INDOV COMPANY TAMPA) FLORIDA "n~ MULLION ANCHOR CLIP EXTRUSION AND FABRICATION AR!.h 0.841 MNI JS APRVI) ------ DATEl03/11/02 'JTlH. 1.009 SCAltl FULL HAT1I6063- T6 D\t'G 10 J\oIC1046 ~AAEIl J't. PRllIlUCT TECItG.QliY calI'. e:5O IIO'Ul/ATllX'IL I'I(\IY. SUITt e:5O' fiUlTHRCII. f'UJUllA 3l74' PHOIC 4D7-llOS-0365 fl\lC 407-805-0366 5068 2D2T 6068 2D2T 806a 2D2T 1006S 2D2T 5OS0 2D2T 6080 2D2T 8080 2D2T 10080 2D2T 1~~a ;jftlT 1506S 3D3T 9080 3D3T 120S0 3D3T 15080 3D3T 'SlO68 3D2T 12006S 3D2T 1506S 3D2T 9080 3D2T 12080 3D2T 150S0 3D2T 12068 ~~! 16068 402T 2006a 4 D2T 12080 4D2T 16080 4DaT 20080 4 D2T B HIN. QUANTITY OF ItS SCRE'w' ANCHORS MIN. QUANTITY Of' liS SCRE" ANCHORS HEAD 3 4 5 6 3 4 5 6, 7 a 10 6 ~ 7 9 10 6 a 9 11 12 15 9 11 13 @ EA. JAMB 5 4 4 4 5 :5 5 5 4 4 4 5 ~ 4 4 4 5 5 5 4 4 4 5 5 5 HOOK STRIP 5 4 4 4 5 5 5 5 4 4 4 5 ~ 4 4 4 5 5 5 : 4 5 :5 5 I r 1 1/8' HIN. EMBEDMENT TIJO BY "OOD FRAME BY OTHERS /.. ___ CAULK BET\tEEN HOOK STRIP 8c 'JOOD FRAME INSTALLATION ANCHOR Ita SCRE'w' '" 1--1 V SGD HOOK STRIP TEMPERED GLASS ~ ~~~I EXTERIOR =;::::!!lJ HOOK SrRIP DEr~ SGO INf"Ule' , .- \ mERI" flNTSl< BY OTHERS JACOBSON WINDOW CO. TAMPA, FLORIDA nTl.Cl SERIES 5000 SLIDING GLASS DOOR ~OOD FRAME INSTALLATION DETAIL ENGIN!:CR! MANUEL MARTINEZ DRNo BB DATC. 1/10/02 DISClPLlNC. C I V I L SCAlC. N. T .s. D'WG. to J'w' C 00 17 fL REG. NO 47182 REV. LETT[RI SHEET. 1 Of 2 PRE/'ARt' ..... PROlIUtT , APl'lItAT~ CHliJloiEERll<<l, lNC. 2:50 IIITEIlI<ATllX'IL LVI. SUITt est. fiUlTHROV, FUlRIllA 3274' _ 4Q7 QlI5-0365 fA)( 407 805-Q366 REVISION BY t- U W t- ~ I U ~ <[ L D (/) ~ W I L[) r----. ~ CO I (() CO N "' ~ 1'0 ~ CO ""-..-/ . COMPARATIVE ANALYSIS AND ANCHOR CHART p~H~~ PRESSURE HIN. QUANTITY HIN. QUANTITY ('APACITY IN CAPACITY IN or 3/16' DIA. or 3/16' DIA. SGD CALL Rn~f~ED REI~6RCED CONCRETE SCRE'w' CONCRETE SCRE" CQ,i~~R~ TIQ ~~s' DOORS pas. 8c NEG, POS. 8c NEG. ~1 -~1 55 -81 44 -44 55 -71 37 -37 55 -59 33 -33 :53 -53 41 -41 55 -65 35 -33 55 -56 29 -29 46 -46 25 -25 4B -40 44 -44 55 -71 37 -37 55 -59 33 -33 53 -53 35 -35 55 -56 ~~ -29 46 -~~ "''' -25 40 - 4u 44 -44 5:5 -71 37 -37 55 -59 33 -33 53 -53 35 -35 55 -56 29 -29 46 -46 23 -25 40 -40 44 -44 5"" -71 37 -37 S5 -59 33 -33 53 -53 35 -35 55-56 29 -29 46 -46 25 -25 40 -40 COMPARATIVE ANA~YSIS AND ANCHOR CHART JJt,;>lUI'4 .!:!~~l...u,! PRESSURE PRESSURE I-APACITY IN CAPACITY IN MIN. QUANTIH psr NON PSF or CONCRETE SGD CALL cEINFORCED REINfORCED SCRE'w' ANCHORS SIZE Sc ~" M~__ CONfIGURATIM' UUU"'''' DOORS POS. 8c NEG, POS. 8c NEG. SILL 51 -51 55 -81 3 44 -44 55 -71 4 37 -37 55 -59 5 33 -33 53 -53 6 41 -41 55 -63 3 35 -35 55 -56 4 29 -29 46 -46 5 25 -25 40 -40 6 44 -44 55 -71 6 37 -37 55 -59 7 33 -33 53 -53 a ,35 -35 55 -56 6 ~~ -~2 ~~ -46 7 "''' -c:;) 'tu -40 a 44 -44 55 -71 6 37 -37 53 -59 7 33 -33 53 -53 9 35 -35 55 -56 6 ~? -29 46 -46 7 c:5 -25 40 -40 9 44 -1~ ~~ -71 9 37 -37 55 -59 10 33 -33 53 -53 12 35 -33 55 -56 9 29 -29 46 -46 10 25 -25 40 -40 12 I 0... 1'0 N (() 1'0 to 1'0f' f' ..- rv ~ <{ I LL 1'0 0 to W I'0-CO .,q-O::::,S:!. >- NOt<) <[ ~ 00 XLL.......... I 0 ~~ L- m<{f- r- 0... ~ . ~ "'- _O<{x I o..:~~ III III III III <:::> ~ Z~ O~ ~ 'N ~ ~ ~~ ~ ~ ~::::: ~~ ~~ U~ Z ~ ~ ~ rn ~ ~ ~~ ~ -+oJ ~ ~ ~ ~ ~ ~ ~ ~ o u rn III III III III III CONCRETE .____.' OR MASONRY ^ . . OPENING " BY OTHERS .~' CAUU< StTIJEEN " ^. HOOK STRIP 8c <.,.\ . . ,<.1 .' MASONRY OPENING l..r--- ~', ' 2,4212 (~,D930 _I- (2) I u Z 1--4 ~ ~ L.{) .. C") '(f)C") ~ cd '(f)"d 1--4 .,-4 ~ 8 ~~ ~ ~ ~ Z ~ Z ~ o I---J co ~C\l Q ~ o ~ "dl Q ~ cd CO ~ CO r::Q ~ C") ~ ve :> .,-4 ~ o ~~ ~ ~ ~~ ~~ UO 1--4C\l ::s @ COPYRIGHT, 2002 H. THAYER HERSOM, ARCHITECT AND ASSIGNED OTHERS, NO UNAUTHORIZED USE OF ANY PART DR ENTIRE DRA'w'ING AS PRINTED ON THIS SHEET, DRAWN CHECKED HTH DATE SCALE AS NOTED JOB NO. SHEET 88=1 CAUlK BETVEEN~ {-ONE BY VOOD VOOD BUCK So .11':: \ BUCK BY OTHtRS MASONRY OPENING ,..... SHIH AS REO'D I BUCK BY OTHERS :r-: . (SEE NOTES) INSTALLATION ANCHOR VIDTH ~CAl.A.K BETVEEN VINDOV.., r 3/16' DIA. CONCRETE ONE BY ....OOD~~ fLANGE So VOOD BUCK \ / SCRE'" ANCHOR BUCK BY OTHERS ~ . '. /, I GLAZING <TVP, ~ CONCRETE OR ~. A.... 1/'!' HI" SEE NOTES) MASONRY OPENING. .. . t.L' . 1 .. ,.. BY OTHERS .. ~.- : . :. 6-EMBEDMENT,.., . .., '. ,. '. :...--L . ..:.... ..,., ~t.-- 1/4' SHIH . ~ J 1.....---'1' ~ [SPACE MAX. EXTERIOR 7' ., f--, fINISH BY 'J "- OTHERS J "- PERIMETER CALU<.J BY OTHERS EXTERIlf fLANGE TYPE ....INDO'" fRAME JAMB fLANGE TYPE ....INDO'" fR"yME HEADER GLAz[NG <TYP. SEE NOTES) PERIHe:rE~ CAULK BY OTHER,S BUCK HEIGHT EXTERIOR IJINDOIJ HEIGHT fLANGE TYPE ....INDO'" fRAME SILL /ilD FIT ~ I SILL STOOL BY OTHERS . L1 \J~ ~ ,~ '6. '. ..~ J\ .CA~' BE'WEEN . PRECAST SR.L ....INDO'" fLANGE BY OTHERS So PRECAST SILL ,. PERIMETER CAULK BY OTHERS SECTION A-A .....CAULK BET....EEN IJOOD BUCK So GLAZING <TYP. MASONRY OPENING SEE NOTES) BY OTHERS INST ALLA TION ANCHOR 3i16' DIA. CONCRETE SeREIJ ANCHOR .. >:CONCRETE OR : '. A . ..... . MASONRY DPENI1G .' : ~.. BY OTHERS j ..;. :..l:i .. ..... . ~.: 1"--....... P" 1/4' MAX. . . .;.... . l' ......---- 1:::::::= SHIH SPAcil 7'l~ 'it. .Aft!' EXTERIOR ~ = FINISH BY ~ ~ OTHERS ~ PERIMETER CAULK ;::::= BY OTHERS " ONE BY ....000 -. BUCK BY OTHERS' CAULK BETVEEN IJINDIl'J-. fLANGE So VOOD BUCK 1 111, MIN. EMBEDMENT J ~ .... ~ . SHIH AS REQ'D (SEE NOTES) ....INDO'" fRAME: HEADER "'INDO'" HEIGHT IJINDO'" fRAM SILL EXTERIOR BUCK HEIGHT GLAZING <TYP. SEE NOTES) PERIMETER CAULK BY OTHERS ~~~~ SILL STOOl. BY OTHERS ~ ~ 6. Q IJU \~/ . .~ . 'L mCAST SILL BY OTHERS -- CAULK BETlJEEN ....INDO'" fLANGE So PRECAST SILL SECTION A-A ~ " I) 3/16' DIA CONCRETE SCRE'" ANCHORS HUST BE Of SUffICIENT LENGTH TO ACHIEVE M~N. EMBEDMENT or 1 1/4' INTO MASONRY OR CONCRETE. ' SUBSTRATE AT LOCATIONS SHOVN ON CHART. 2) SEE ELEVATION fOR KEY TO REQ'D. ANCHOR LOCATIONS. INSTALl. 18 SCREVS Of' SUfrrCIENT LENGTH TO PROVIDE 3/4' HIN. EMIlEDMENT INTO ....000 BUCK AT All. OTHER fACTORY -, APPLIED INSTAlLATIlJ'l HOLES, , "'3) If EXACT VINDOV SIZE: IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LIsn;D . ....ITH NEXT LARGER SIZE, f'llR THE APPROPRlATE DESIGN PRESSURE REQ'D. I I' r.-1/4' MAX. SHIH SPACE "" n~ ~~j I , I, . ':' ", ':", :.:.' -/INSTALLAT, ION ANCHOR . . '. .... 3/16' DIA. CONCRETE : ~. ;' _~.. SCREV ANCHOR '... '/.. CAULK BETVEEN ..,~. 'i ....OOD BUCK So <\ .' MAS'Y DPENINCi . ,. . '.: BY OTHtRS 1 1/4' HIN. EMBEDMENT -'~ \01 INDO'" ....IDTH - '. ,<\.' . -SHIH AS REQ'D ~::;:~ (SEE NOTES) :'.t': :~.. CAUlK BETVEEN ....INDOIJ fLANGE IJOOD BUCK CONCRETE OR EXTERIOR MASONRY OPENING rINISH BY OTHERS BY OTHERS SECTION B-B D [A \.JINDO'w' -:1 A~H, A C E " B B 11/I 'w'INDO\.J HGT, F - G 11/I H ~ I INSTAlLATION ANCHOR <TYP.) A-- ELEVATION VIEWED FROM EXTERIOR , I COMPARATIVE ANALYSIS ~ TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE T APCON ANCHOR SIZE (INCHES) CAPACITY IN PSF LOCATIONS ....IDTH/HEIGHT COLONIAL 1/1 "'INDO\lS POS NEG POS NEG 50 -99 50 -209 00 -79 00 -209 50 -59 50 -164 ~ =~ ~ :H~ 50 -6& 50 -200 50 -55 50 -1~1 47 -47 50 -115 ~~ -39 50 -91 ...... -,,-,, 50 - 75 50 -58 50 -167 47 -47 50 -130 41 -41 50 -98 35 -35 50 -81 35 -35 50 -67 00 -~~ ~ -1~1 37 -37 50 -99 35 -35 50 -80 35 -35 50 -72 35 -35 50 -~7 35 -35 50 -58 ~ -45 ~ -s~ 35 -35 '^' -62 35 -35 50 -51 35 -35 47 -47 35 -35 44 -44 35 -35 40 -4<) HEAD JAMBS SHEA THING BY OTHERS CAULK BEHIND fIN VINOO'" 'IRAP BY OTHERS l' MIN. EMBEDMENT 19 t/8 X 26 19 1/8 X 38 3/8 19 1/8 X 50 S/8 19 t/8 X 63 19 t'/8 X 76 21S !12 X ,~O 26 1/2 X 38 3/8 26 1/2 X 50 S/8 26 1/2 X 63 26 1/2 X 76 30 1/2 X 26 30 1/2 X 38 3/8 30 1/2 X 50 5/8 30 1/2 X 63 30 in x 76 37 X _41:0 37 X 38 3/8 37 X 50 5/8 37 X 57 3/4 37 X 63 37 X 76 53 1/8 X 25 53 1/8 X 38 3/8 53 t/8 X 50 5/8 53 1/8 X 57 3/4 53 t/8 X 63 53 1/8 X 76 A,C A.C A,C A,e AC A,e A,e A.e A,e Ae A,e A,C A,C A,e A,e A,e A,C A,e A,C A,e A,C A,e A,C A,C A,e A,C A,e F,G,H.I F,G,H,I M.H.I D.E.F.O.H.1 DEFGHI F.G,H.I f.G,H,1 f,G,H.1 M.H.I FGHt f.G.H.1 F.G.H.' F,G,H,' f,G,H,t f,G-H.1 F,G,H,I F,G,H.t f.G.H,t f,G,H.t f,G,H,t f,G.H,1 F,G,H,I F,G,H.I f,G.H.1 f,G.H.1 f.G.H.1 F,G,H,I EXTER~ . fINISH . BY OTHERS . ~ PER""'" J! "'- CAULK BY OTHERS fIN fRAME HEADER EXTERIOR "'INDO'" HEIGHT GLAZING ~ <SEE NOTES) WIt! 1> 3/16' DIA. CONCRETE SCRE'" ANCHOR MUST BE Of' SUffICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT Of' 1 1/4' INTO MASONRY OR CONCRETE. 2> SEE ELEVATION fOR KEY TO REQ'D. TAPCON LOCATIONS. INSTAlL ItS SCREVS [Jf' SUFfICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO ....OOD BUCK AT ALL OTHER fACTORY APPlIED INSTALLATION HOLES. 3) IF EXACT VINDIl'J SIZE IS NOT LISTED IN AI;lCHOR CHART, USE ANCHOR QUANTITY LISTED VITH NOT lARGER SIZE, fOR THE APPROPRIATE DESIGN PRESSURE REQ'D. , 4) SHIM AS REO'O. AT EACH INSTALU,TION ANCHOR WITH LOAD BEAAlNG SIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". ' 5) WINDOW fRAME t.lATERIAl: ALUMINUM ALlOY 6063. 6) USE U,TEX CAULK BEHIND WINDOW rw<<1E AT HEAD Be JAMBS. Sill MUST BE ATTACHED TO THE SUBSTRATE WITH WU<EM 116 ADHESIVE CAULK OR APPROVED EQUAL 7) APPtXATlON OF WLKIM 116 ADHESIVE CAULK AT fRAME SilL MUST COMPlY WITH SEAlANT IMNUfACTlJRER'S RECOMMENDATIONS. 8) USE LATEX CAULK fOR PERIMETER SEAL AROUND EXTERIOR Of WINDOW F1..ANGE, 9) GLASS THICKNESS IMY VAR'( PER THE REQlJIREMENTS Of ASTM E1300 GlASS CHARTS. JACOBSON WINDOW CO. TAMPA, FLORIDA TlTW SERIES 1000 SINGLE HUNG FLANGE \.JINDO'w' INSTALLATION DETAILS IN MASONRY ENGlNttll'MANUEL MARTINEZ DRIt BB IDATEl 01/04/02 DISCIPUNEl CIVIL SCAlE. N,T,S. DVci. to J\Jcoooa f'L REG. to 47182 REV, LETTtlls Sl-af. 1, or 1 fIN fRAME SILL I ~ , PERIMETER CAULK BY OTHERS EXTERIOR fINISH BY OTHERS ....INDO'" "'RAP BY OTHERS ~ CAULK BEHIND FIN SHEA THING BY OTHERS TVO BY VODD BY OTHERS INSTALLATION ANCHOR liS SCRE'" <TYP.) BUCK HEIGHT /)1iJ r=w ~~~ -~SI,LLSTOOl BY OTHERS ~ T"'O BY ....OOD BY OTHERS INSTAlLATION ANC~ 18 SCREV <TYP.) I' MIN. EMBEDMENT SECTION A-A ~AAElI BY' PlIlIDUCT , N'l'UCATICN D<<ilKElllHll. IHC. ~ IHTtRMATlrIW. 81."'- SUlTt~, HtAntlllV. FUlIllllo\ 327>16 PIOIt 4" 88S-036S fAll 417 805-1366 1 1/4' MIN. --- BUCK ....IDTH EMBEDMENT 114' MAX. r S~H~SPACE' ~:CAULK BETVEEN SHIM AS REQ'D ....OOD BUCK S. (SEE NOTES) i .:: .'..~.? '. ~S~YT~r:INCi E 'r--V'-'4: ~~NSTALLATION ANCHOR IlIZ11t. 11\ ) , \,....;:.- . 3/16' DIA. CONCRETE SCRE"" ANCHOR '" I~ -' ^: '. ,... ONE BY VOOD . BUCK BY OTHERS , . " . . . '" . _ CAULK BETVEEN EXTERIOR '. r . ....INDO'" fLANGE VINDO.... f ' J ~ ';. .'.~. So ....OOD BUCK JAMB ' I<f\Mt::'" . , _ '. ..C\. '. "'- CONCRETE .' . . DR MASONRY PERIMETER CAULK. , OPENING BY OTHERS BY OTHERS .. ....INDO'" VIDTH EXTERIOR FINISH BY OTHERS SECTION B-B t-- \oIIN:::DTH --I I ~ B 9 C I r I I J K G fj fj' B "'INOO'" HEIGHT l L H B I A ---..J XO & OX ELEVATION VIEWED FROM EXTERIOR e: f r.- ....IN,DO'" ....IDTH -:1 A~ A B D ~ 1-' . r J G fj fj A //~ t H , B IJINDO'" HEIGHT E f A ...... ELEVATION VIEWED FROM EXTERIOR COMPARATIVE ANALYSIS ~ TAPCON ANCHOR LOCATION CHART WINDOW' DESIGN PRESSURE T APCON ANCHOR SIZE (INCHES) CAPACITY IN PSF LOCATIONS "'IDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 26 t/2 X 26 30 206 A,C E,F.G.H 26 1/2 X 38 3/8 30 125 A,C E.F.O.H 26 '/2 X 50 5/8 30 90 A,C E.f.O.H 26 t/2 X 63 30 71 A,C E,F.G,H 31, X _~IS 30 164 A,C E.F.O.H 37 X 38 3/8 30 98 A,c E.F.G.H 37 X 50 5/8 30 69 A,C ~.F.G.H 37 X 153 30 53 A,C t..f G H 03 y~ X ,;':0 ~ 111 A,C E,f,G.H 53 1/S X 38 3/8 30 74 A.C E,F.G.H 53 1/8 X 50 5/8 30 52 A,C ~,~.~.~ 53 I/S X 63 30 Ui A.e ....".. 25 X 25 30 209 A,C E.F.O.H 25 X 37 30 137 A,C E,f,G,H.I.J 25 X 49 30 99 A,C E,F.G.H,I,J,K.L 25 X 151 :~ n A,C ErGHIJKL ~! X ~~ 30 172 A,C E.F.G,H 37 X 37 30 103 A,C E,f.G.H 37 X 49 30 72 A,C ~Ff"~'~ 37 X 61 30 ~" A,C H,U,I1 ..~ X ~~ 30 126 A,e E,F.G.H 49 X 37 30 82 A,C E,F,G,H 49 X 49 30 59 A,C ~,ff.,~.HH 49 X 61 30 44 A,C t..I'.v. 61 X 25 30 99 A,C E,f,G,H 61 X 37 30 69 A,e E,f,G,H 61 X 49 30 50 A,e ~.F.G.H 61 x 61 30 38 A,C t..fGH H ~ ~~ ~ 86~21 AA",CC E,F,O,H '^' E,f.G,H 73 X 49 30 47 A,C E.f.G.H 73 X 151 VI 34 A,C E.FO H 73 X 25 30 125 A,B,C E,f.G.H 73 X 37 30 81 A,B,C E.f.G,H 73 X 49 30 55 ~,BB'~ E,f,G,H - 73 X 61 30 42 A, 1.1: E,f,G,H ~? x ~~ 30 10~ A,B,C E,f,G.H 85 X 37 30 73 A,B,e E.F.G.H 85 X 49 30 50 A,B,C ~.FF.'~'~ 85 X 61 30 37 ABC "".11 aT X 20 30 92 AiC, E,F.G.H 97 X 37 30 65 A,B,C E.F.G.H 97 X 49 30 47 A,B,C E.f.G.H 97 X 61 .Vi 34 A B,C E.F.G.H 1~ lC ~~ 30 81A,e' E.F.O.H 109 X 37 30 60 A,C, E,F.O.H 1~ ~ ~~ ~ ~~ lIP,. ~,~,g,~ ,.. )( ~o 30 118 A,B,C E.f,G,H 74 X 38 3/8 30 77 A,B,C E,f,G.H 74 X 50 5/8 30 ~~ A,B,e E.f,G.H 74 X s:f 30 4<J A,B e E.f G.H 111 )( ~o 30 77 A,B,C E.f.lJ.H 111 X 38 3/8 30 58 A,B.C E.F,O.H t11 X 50 5/8 30 42 A,C E.f.G,H 111 X 63' 30 30 A.B.C E.f,O,H !O~~ ~"3/8 ~ gJ AA~l ~~:g:~ 106 X 50 5/8 30 !~ A,B,C ~F.G,H 1M X 63' 30 .\1 A,B.e I'.fGH CALL SIZES 32/2 XO &: OX 33/2 XO &: OX 34/2 XO &: OX 35/2 XO &: OX ~~ ~g t g~ 24 XO &: OX 25 XO &: OX ~~ ~g: g~ 34 XO '" OX 35 XO '" OX 21~1 XO '" OX 2131 XO &: OX 2141 XO '" OX 21~1 XO &: OX 31~1 XO &: OX 3131 XO 8c OX 3141 XO 8c OX 31~1 XO 8c OX :m ~g: g~ 4141 XO Be OX 4151 XO Be OX 5121 XO Be OX 5131 XO Be OX 5141 XO Be ox 5151 XO Be OX 5121 XO &: OX 6131XO &: OX 6141 XO &: OX 111~1 XO &: OX 61~1-P XOx 6131-P XOX 6141-P XOX 6151-P XOX 7121-P XOX 7131-P XOX 7141-P XOX 7151-P XOX a121-P XoX 8131-P XOX 8141-P XOX 8151-P XOX 9121-P XOX 9131-P XOX ~W=~ ~~~ D~~-P XOX D23-P XOX D24-P XOX D25-P XOX H~:~ ~~~ T24-P XOX T25-P XOX ~~~=~ ~g~ D34-P XOX D35-P XOX GENERAL NOTES: 1) SHIM I>S REQ'O. AT EACH INSTALLATION ANCHOR MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) WINDOW FRAME MATERIAL: ALUMINUM AlLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW f'L6.NGt AT HEAD &: JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAl. 4) APPUCATION OF VULKIM 111$ ADHESIVE CAULK AT fRAME SILL MUST COMPLY WITH SEAlANT MANUfACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK fOR PERIMETER SEAL AROUND EXTERIOR Of WINDOW flANGE. 6) cu.sS THICKNESS MAY VAR'( PER THE REQUIREMENTS OF ASThI EI300 GlASS CHARTS. JACOBSON WINDOW CO. TAMPA, FLORIDA Tl'I'U:I SERIES 2000 HORIZONAL ROLLER \.JINDO'w' OX / XX ~ XOX FLANGE INSTALLATION DRA\.JING ENG1t€EIb MANUEL MARTINEZ om BB DATCo 1/019/02 DISCIPLINE) CIVIL SCAltl N. T,S, VVG. to J\JC0010 f'L REG. to 47182 REV, LtTTtRl SlUlI 1 Of 1 Pl<EI'AAElI tv, PRlIDUtT , APl'lItATlDIICHl;INttlUlIlI. IHC. est INltRNATID'OIl. Lila, $\.lITe ese, fLIITHlIIV. FLDRlllA 321... _ 407~' fAX 401'805-0366 l' MIN. EMBEDMENT CAULK BEHIND fIN EXTERIOR~~ fINISH BY OTHERS ~~R~~~ CAULK~" '. .. ~. 'lfi = ~~ fIN fRAME HEADER EXTERIOR IJINOOIJ HEIGHT , r- SHEA THING / BY OTHERS V [INSTALLATIlJ'l ANCHOR 118 SCRE'" (TYP,) .- TVO BY VOOD ~ BY OTHERS "'" II ..--SHIH AS REQ'D. &>\1/ V (SE( NOTES) 114' MAX. /.. JSHIH SPACE " ~>"''''':'':'.~ -BUCK VIDTH SHIH AS REQ'D. ($EE NOTES) fIN TYPE fRAME JAMB GlAZING (SEE NOTES) ~ ~ _,1/4' SHIH SPACE MAX. INSTAlLATION ANCHOR itS SCRE'" <TYP,) r T....O BY 'JOOD I. BY OTHERS / \ !O> l' MIN. '-- EMBEDMENT [5! .. SHEA THING BY OTHERS \~C.AUl.K BEHIND FIN . \ '(... \oIINDO'" VRAP BY OTHERS EXTERIOR fINISH BY OTHERS PERIMETER CAULK BY OTHERS SECTION B- B -----\-I I N DO 'w' \.J T H.- A-. o 0 0 o Lo /I) 1# 24' O,C. MAX, (TYP,) \JINDO\J r 0 HGT, o o o o # o INSTAlLATION J ANCHOR <TYP.> o 0 o , B , o B o EQUALLY SPACE ANCHORS (TYP.> o o o o 0' o 6' MAX. (TYP,) I r I- 6' MAX. (TVP.> ~. CALI. SIZE 12 13 14 l~ 32/2 33/2 34/2 35/2 36/2 ~~=~ 30-4 30-5 ~a-Ii 22 23 24 2VE 25 26 ~~ 34 3VE 35 36 COMPARATIVE V INDO"" SIZE IN INCHES 19-1/8 X 26 19-1/8 X 38-3/8 19-1/8 X 50-5/8 It}~~ ~ ~2 26-1/2 X 26 26-1/2 X 38-318 26-1/2 X 50-518 26-1/2 X 63 26-1/2 X 16 ,;Ju-1I2 ~ _ co 30-1/2 X 38-3/8 30-112 X 50-5/8 30-1/2 X 63 ~O-II;::> l( u.. 37 X 26 37 X 38-3/8 37 X 50-518 37 X 51-3/4 37 X 63 31 X 76 53~t;J/~ ~8~~/S 53-1/8 X 50-5/S 53-118 X 57-3/4 53-1/8 X 63 53-liS X 76 ANAL YSIS DESIGN PRESSURE CAPACITY IN PSF COlONIAL POS, S. NEG. AND ANCHOR CHART DESIGN PRESSURE CAPACITY IN PSf 111 POS, I!c NEG. MIN. QUANTI TY Of la SCREV ANCHORS 50 50 50 ~~ 50 50 47 39 35 ou 47 41 ~~ 50 37 35 35 35 35 45 35 35 35 35 35 -99 -78 -59 -45 _"l'" -66 -55 -47 -39 -35 -59 -47 -41 -35 -~5 -52 -37 -35 -35 -35 -35 -4!? -35 -35 -35 -35 -35 50 50 50 ~ 50 50 50 50 50 50 50 50 ~ 50 50 50 50 50 50 ~~ 50 47 44 40 -209 -209 -165 -132 -li:1 -200 -151 -U5 -91 -75 -167 -130 -98 -81 -67 -131 -99 -80 -72 -67 -58 =~~ -51 -47 -44 -40 HEAD/SILL 2 2 2 2 2 2 2 2 2 2 c 2 2 2 2 ;J 3 3 3 3 3 ~ 3 3 3 3 @ EA. JAHB 2 3 3 4 4 2 2 3 4 4 ~ 3 4 4 2 2 3 3 4 4 c 2 3 3 4 4 WIt! 1) is INSTAlLATION ANCHOR SCRE'IS MUST BE OF SUHICEENT LENGTH TO ACHIEVE HIN. EMBEDMENT Of' l' INTO ....OOD fRAME MEMBER. IS INSTALLATION SCREVS TO BE PLACED 6' fROM CORNERS AND 24' D.C. MAX. 2> IF EXACT ....INDIl'J SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED ....ITH NEXT LARGER SIZE. 3) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR W/LQ)() BEARING SHIM. MAX. AlLOWASlE SHIM STACK TO BE 1/4-. 4) WINDOW fRAME MATERIAL: ALUMINUM AlLOY 6063. 5) USE LATEX CAULK BEHIND WINDOW fiN AT HEAD, SILL &: JAMBS. 6) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of WINDOW. 7) GLASS ll-IICKNESS MAY VAR'( PER THE REQlJIREMENTS OF ASTM E1300 GLASS CHARTS. JACOBSON WINDOW CO. TAMPA, FLORIDA T1'1'U:1 SERIES 1000 SINGLE HUNG \JINDO\.J SH FIN INSTALLATION DETAIL (NGlJ>Et.RI MANUEL MARTINEZ !iRNI BB DISClPLiNEJ CIVIL SCAlE. N.T.s. fL. REG. to 47182 REV, LETTtRl COMPARATIVE ANALYSIS S. ANCHOR CHART WINDOW SIZE (INCHES) ....IDTH/HEIGHT 26 '/2 X 26 26 1/2 X 38 3/8 26 1/2 X W 5/8 26 '/2 X 63 37 X 26 37 X 38 3/8 37 X 50 5/8 37 X 63 53 1/8 X 26 53 1/8 X 38 3/8 53 1/8 X 50 5/8 53 1/8 X 63 g ~ ~~ 25 X 49 25 X 61 37 X 25 37 X 37 37 X 49 37 X 61 49 X 25 49 X 37 49 X 49 49 X 61 ~~ Q 3~ 61 X 49 61 X 61 j~ ~ ~~ 73 X 49 73 X 61 73 X 25 73 X 37 73 X 49 73 X 61 0;) ^ CE~ 85X37 85 X 49 S5 X 61 ;~ ~ ~~ 97 X 49 97 X 61 109 X ;'>5 109 X 37 109 X 49 109 X 61 74X26 74 X 3a 3/8 74 X 50 5/S 74 X 63 111 X 26 111 X 3a 3/8 111 X 50 5/8 111 X 63 106 1/4 X 26 106 1/4 X 38 3/8 106 1/4 X 50 5/8 106 114 X 63 DESIGN PRESSURE CAPACITY IN PSF EXTERIOR INTERIOR 30 205 30 125 30 90 30 71 30 164 30 98 30 69 30 53 30 111 30 74 30 52 30 40 30 209 30 137 30 99 ,'\0 77 30 172 30 103 30 ?~ 30 ".., 30 126 30 82 ~~ 59 ,\0 ..i.i 30 99 30 69 ~~ ~ 30 82 30 61 ~~ ~r 30 125 30 81 30 55 30 42 30 105 30 73 ~ ~ 30 92 30 65 ~~ ~r 30 81 30 60 ~ 44 Vl 32 30 118 30 77 ~ ~ 30 77 30 58 ~g ~ 30 81 30 59 ~~ ~~ DATE. 1/04/02 D'.K. tOJ\JC0009 ~AAC.1I Iv. PRaIlIJCT , N'l'UCATIlIH EtlGIllttRIIlG. llIC. est Drn:RNATIlJIAL poNY. SVlTt 2M. HtIoTltlO\l, FUlIllllo\ 321... PIOC 4&7 BOS-OU, fAll 407 M-e3U SHEET. 1 Dr 1 ~- r 1/4' MAX, -- BUCK V!DTH -- SHIM SPACE INSTAlLATION ANCHOR . liS SCRE'" <TYP.) r TVO BY lJoon . / \\ BY CfHERS . - w :.. ~~. . ~ EXTERIOR ~I' ___ VINDOV ....IDTH A--- ELEVATIOt'j , VIEWED FROM EXTERIOR SHIM AS REQ'D. GLAZING <TYP, \ SEE NOTES) ~ ~, NO. or *8 SCRE....S REQ'D. IN fRAME @ EA, JAMB 2 3 3 4 2 3 3 4 2 3 3 4 2 3 ~ 2 3 3 4 2 3 3 4 2 3 3 3 2 3 ~ 2 3 3 4 2 3 ~ 2 3 3 4 2 3 3 4 2 3 ~ 2 3 3 4 2 3 3 4 JACOBSON WINDOW CO, TAMPA, FLORIDA TlTlD SERIES 2000 HORIZONAL ROLLER \.JINDO\J OX / XX 8c XOX fIN INSTALATION DRA\.JING tNGHtRJ MANUEL MARTINEZ !iRNI BB DATt, 1/19/02 DISCIPLINE. CIVIL SCAlt. N.T,S. D'JG. to J'w'COOll fL. RtG. to 47182 REV. LETTER! SHEET. 1 or 1 HEADISILL 2 2 2 2 3 3 3 3 3 3 3 3 2 2 2 2 3 3 3 3 :3 3 3 3 4 4 4 4 4 4 1 4 4 4 4 ~ 4 4 5 5 5 5 5 5 ~ ~ 4 4 4 4 g ~ , 5 5 ~ ~ ~AAED il'. PlllltIJtT , Al'l'LlCATIlIN IJ<<iIl:aRINlI. IHC. ~ I14TtRMATIIIIlAL 81."'- SUITE ~,., IOTlRl\I, FUlRIIlA 32146 PlOC 407 80$--036' fAll 401 80$-0366 CAlL SIZE & CONFIGU RA nON 32/2 (XO S. OX) 33/2 (XO 8. OX) 34/2 (XO 8. OX) 35/2 (XO 8. OX) 22 (XO 8. OX) 23 (XO 8. OX) 24 (XO So OX) 25 (XO So aX) 32 (XO S. mo 33 (XO So OX) 34 (XO 8. OX) 35 (XC So OX> i!1i!1 (XO ~ qX) 2131 <XO So aX) 2141 (XO I!c OX) 21:51 (XO S. OX> ~~~~ ~~~ t ~~~ 3141 (XO So aX) 3151 (XO So OX) :~3~ ~xa ~ aX) 4141 (XO S. OX) 4151 (XO S. OX> . ~~3~ gg ~ g~~ 5141 (XO S. OX) 5151 (XO S. OX) e.l~l <Xll & [JX) 6131 (XO So OX) 6141 9XO S. OX) 6151 (XO So OX) . 6121-P (X OX) 6131-P (X OX) 6141-P (XOX) 6151-P (XOX) ! ~liOl-t' <X!JX) 7131-P (XOX> 7141-P (XOX) 7151-1' (X OX) I 01<::1-1" ~XI.J}() 8131-P (XOX) 8141-P (XOX) 8151-P (XOX) ~1i::1-1" ~XlJ)C.) 9131-P (XOX) 9141-P (XOX) 9151-P (XOX) D22-P (X[]X) D23-P (XOX) D24-P (XOX) D25-P (XOX) T22-P (XOX) T23-P (XOX) TZ4-P (xmo T 2~-P (XOX) D32-P (XOX) D33-P (XOX) D34-P (XOX) D35-P (XOX> NOTEI OTHER \JINDO\J MANUFACTURERS MAY BE USED IN LIEU OF JACOBSON. SAME REQUIRED \JIND LOAD RESISTANCE MUST BE MET, A COPY OF \JINDO\J MANUFACTURER'S DETAILS MUST BE KEPT ON SITE FOR REFERENCE, ~I~ EXTERIOR c -: 'i- J</ lIT 1/4' SHIM ':' ill/ ~SPACE MAX. . I~~ <SEE NOTES) II rGLAZING <TYP, SEe: NOTES) BUCK HEIGHT === BY OTHERS UlfiIl f""' ~ ~ l!l \lU ~iTI[~ ~ ~ ----K~ 1/4' MAX. SHIM SPACE PERIMETER CAULK l.-- ~ INSTALLATION ANCHOR BY OTHER./ r----....... i8 SCRE'" <TYP,) "-.. I ~2 X ....000 ............. BY OTHERS EXTERIOR CAULK BEHIND fIN L "'- SHEATHING fINISH BY BY OTHERS OTHERS l' HIN EMBEDMENT .- SECTION A-A ~ 1) #8 SCRE.... ANCHORS MUST BE OF' SUHICEENT LENGTH TO ACHIEVe: MIN. EMBEDMENT Of I' INTO ....OOD SUBSTRATE. 2) If' EXACT IJINDO'" SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED IJITH NEXT LARGER SIZE. 3) SHIM AS REQ'D. ADJACENT TO EACH INSTAlLATION ANCHOR MAX. AlLOWABlE SHIM STACl< TO BE 1/4". 4) WINDOW fRAME MATERIAl: AlUMINUIJ AlLOY 6063. 5) USE LATEX CAULK BEHIND WINDOW fiN AT HEAD, SILL &: JAMBS. 6) USE LATEX CAULK fOR PERIMETER SEAL AROUND EXTERIOR Of WINDOW f'L6.NGE. 7) GLASS THICKNESS IMY VAR'( PER THE REQUIREMENTS OF ASTM E1300 ClASS CHARTS. J '" FIN TYPE FRAME JAMB ~ PERIMETER CAULK BY OTHERS -- 'IINDOIJ ....EOTH SECTION . . ~ .' . ~ l' MIN. EMBEDMENT SHEATHING BY OTHERS CAULK BEHIND FEN :...: . ~. . ~ EXTERIOR fINISH BY OTHERS B-B iIJIADO:;IDTH I o 0 0 0 0 o 0 L EQUALLY SPACE ANCHORS 0 (TYP,) # #t B r o o 0 0 WA...... 24' O,C. MAX. (TYP.> XO & VIEWED o f o t IJINDO'J B HEIGHT o~ ~ ~II -CMAX. <TYP.) , -~ I-- 6' MAX. (TYP,) OX ELEVATION FROM EXTERIOR r- W~~-="H I L 0 0 0 0 0 o o~ ,& # ~ 01' VINDOV % B B HEIGHT o :..1 J II ,-c, MAX, (TVP,) -~ I-- 6' MAX, (TYP,) EQUAlLY SPACE 0 ANCHORS <TYP,) rOo 0 0 WA-- 24' D.C. MAX. (TYP,) XOX VIEWED o ELEVATION FROM EXTERIOR REVISION BY r- u w r- LO f'-. I---i ..-- I co U I (0 ~ co <[ N ,,--.... t'0 "' ..-- L co .........., D . I V) 0... ~ t'0 W N (0 I t'0 to t'0 I'- I'- .- ~ ..--<{ I t'00 to W co t'0- N >- ~n::: .....-.. NO t<) .- <[ ~ co xLL -...- I o ^<( r- cn<{f- o...~ . ~ "'- _o<{x I cLf-~ III III III III III III III III III e:;) ~ . ~ u Z tI') Z 0 ~ 1--1 ~ ~ 1---4 'N I.[) ~ ~ ... en (f) en 1---4 r;:: ~ ~ cd ~ rJi' (f) 'U ~ 1--1 ...... ~ ''"1 ~ ~ ~ 0 ....-4 ~ ~ co ~ -a ~ ~ C\2 ~ Q ~ 0 ~ 0 ~ Z E-t 'U I Z Q ~ ~ cd co ~ ~ co ~ ~ --- 1---4 Z en rn ~ ~ ~ ~ Q) co t> .......... ~ 'N 0 ~ ...... ~ ~ ~ ~ q) -I-J ~ ('/) ~ ....-4 ~ ~ ::;j 0 q) cd ~ ~ ~ 0 ~ ~ ~ rn ~ u 0 1--1 C\2 ~ ~ @ COPYRIGHT, 2002 H. THAYER HERSOM, ARCHITECT AND ASSIGNED OTHERS, NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRA~ING AS PRINTED ON THIS SHEET, DRAWN CHECKED HTH DATE SCALE AS NOTED JOB NO. SHEET 88=2