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Dutton Island Road West 550 - 552 . .. . ` y a K (� (U Q �' N N � � O O U � rn rn G � N o w 0 a c� ` L p v c� < z s0 QD m m < SLOT ALAN SCALE: I" = 20' O w NEAP SHOWING BOUNDARY SURVEY' OF LOT 1 ,2' Dz � BLOCS; 4 SHOWN ON MAP OF LEWIS SUBDIVISION A C�l � AS RECORDED IN PLAT BOOK 24, PAGE 92 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. NORTH ARROW SHOWN 15 SCALED FROM RECORD PLAT AND I5 FOR PICTORIAL PURPOSES ONLY. TRUE NORTH MAY VARY. r� --- J NOTE: NO "PROTECTED TREES ON LOT �--{ o � � CHURCH STREET (Do' R/w) � � 2o 65.oo" x _ _ I xN o ptlp0a N DRIVE DRIVE - 1 - " - � II IE] r .-- 12f e.p 8.0MC3t3EI Oj Ppf?C I� PowtI i 11 O X X- -i r3Mt 1 - PROPOSED b 1 1 DUPLEX 1E3 M r3 C3 LIE! a xw W ' LZ i 1 El E3 [3 El L � 1 1 w J 1 aq'np PATIp 1 O1 1 N lLl x J o r p I N .3 1 l r %-- g x i 1 SSO/SSZ Dit"Ov>, -TIs1and x 1 TYKE OF CONSTRUCTION: TYPE VI x -- .zo—aRL. - - -- -- - - — . -- --- . --I CONDITIONED SQUAME FEET IST FLOOR. 06SF LOT 12 CONDITIONED SQUARE FEET 2N1) FLOOR: 16,44 5F ,e> UNCONDITIONED SQUARE FEET: q6O SF DATE: JAN 25, 2005 ° a IMPERVIOUS SQUAME FEET: 2504.5 SF �- X 65.00' J APPROXIMATE HEIGHT OF HIGHEST POINT OF ROOF ADOVE FINISHED FLOOR: 291 - 211 � LOT 6 DESIGN METHOD USED TO MEET MINIMUM LOADING REQUIREMENTS f EI\ '00 F[3C - SEC. 1606.1.7: SIMPLE DIAFHF\AM W DASIC WIND SPEED, MI H, (M/S) 120 MPH 0CNI � WIND IMPORTANCE FACTOR (L): 1.0 REVISED 4--23-2003 TO SHOW PROPOSED DUPLEX BUILDING CATAGORY: II pit, L 1 HEREBY CEI?l7F'Y THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRF-CTION MEETS HE LEGEND: ❑ MINIMUM 'TECHNICAL STANDARDS FOR LAUD SURVEYORS IN ACCORDANCE NTH CHAPTER 611317-6, FLORIDA WIND EXPOSURE: ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.02'7, pLORIDA STATUTES), AND FURTHER CERTIFY THAT a ip2NrDUNDRiftpN (LOPN S52T ALL THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. NLZF5, OTHERWICE I/o'Mo WIND DIRECTION. z SET IRON - 17W} OI�ENINGS WILL �E PROTECTED WITH 0513 PER TAE3LE 1606.1.4 OF 2001 FE3C 8•R.L. I1D11J0 RESTRICTION LINE ZCN 71'if";°T SURYEYFA h11CALEDRZON FROMARS LO D I SURAN FLOOD RATE CLARSON pNID ASSOCIATES, INC. R RACILlu ANGLE METHOD FOR MEETING WIND E3OURNE DE13RIS PROTECTION. AS SCALED FROU THE FLOOD INSURANCE RATE ;643 NALDO AVE., JACKSONVILLE, FL, 32207 L ARC LENGTH MAPS, COMMUNITY PAAlEL _t1012a707S~nhg7n , DATED 4-17-84. P. CHORD + O1� 0'1 Q SHEET PA POINT 15F cu" LJ FRET R THE APPLICABLE INTERNAL PRESSURE COEFFICIENT: R v P,r POINY nF TANC_N.Y A p p R O V D SURVEYED NOVEMEI=R 1 X102. PAC,POINT OF RIYER5F CURVE P.C.C.CPOINT OF COMPOUND CURVE SCALE:�= FD. RVHT nF-,NAY DESIGN WIND FR1 SSURES (FSF) USED TO DESIGN COMPONENT AND CLADDING MATERIALS NOT �1rr OF ING O C GF- FIELD BOOK 677 PAGE 49 REGI5BEACH YERfC SURVEYOR N0. 4487, FLORIDA D.R.Y.REINFORCED ED CROS ETEVOLUME BUILDLIVG OFFICE JOSE A. HILL JR. R� B/IN>�F>EI°�E�NCR�ND�D� S�EGIFICALLY DESIGNED �Y THE REGISTERED DESIGN I�ROFESSIONAL: 1�EFE1� TO ENGINEERED DRAWINGS I rl 19 2003 L. R e c e i v e d..T i m e„A p r � 22.— 3 : 91 PM SURVEY NOT VALID WITHOUT EMBOSSED SURVEYOR'S SEAL w/nes ra F�cE 1 11 1 11 — 12-° 12_° NOTE: O0 ccv LL 9 UNLE55 RULED OTHERWISE 13Y THE SOIL ENGINEER OR CONSTRUCTION PROFE55IONAL THAT 15 FAMILIAR WITH THE HISTORY OF N N THE SPECIFIC CONSTRUCTION SITE,THE UNDEK51GNED ENGINEER RECOMMEND5 THAT AT LEAST TWO(2)25 FT.DEEP SOIL =� a°,-°„ DORINGS DE PERFORMED AT THE CONSRUGTION SITE FOR THE PURPOSE OF EVALUATING THE DEEP SOIL CONDITION AND TO ' �� ? INSURE THAT THE SOIL DOES NOT CONTAIN POCKETS OF UNSUITA13LE SOIL(I.E.ORGANIC SOIL,UNCONSOLIDATED CLAY,ETC.) THAT MAY CAUSE FUTURE.DETRIMENTAL STRUCTURAL SETTLEMENT. A HOWEVER,6 FT.DEEP SOIL 13ORINGS SHOULD BE PERFORMED TO E5TADLISH THE DEPTH OF SOIL EXCAVATION AND DACKFILL. Q NUMDEK OF DORINGS SHALL DE RECOMMENDED DY THE SOIL ENGINEER, — — — --- _-- — — --- — — — — — — --- ---- ---- — — — — -- — -- — -- — — -- •---- — — — — I -- — — - — — IF NO DEEP 501L 1309ING INVESTIGATION 15 PERFORMED I.E.25 FT.DEEP SOIL DORING.� THEN THE UNDERSIGNED ENGINEER ( ) I o � ASSUMES THE FOLLOWING: I — — ---- — — — — — -- — — — — — — — — — — — — — — — — — ._... — — — — — ____ — — — ____ .y.. — THE.UNDERSIGNED(I.E.ENGINEER)HAS NO KNOWLEDGE OF ANY 5UI35URFACE SOIL CONDITION REPORT: THUS,ALL FOOTINGS I + I I 0 ARE DESIGNED A5 SHALLOW FOOTINGS DEARING ON 501L THAT POSSESSES A MAXIMUM GEARING PRESSURE OF 2000 PSF. I I I I W U IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH SOIL REPORT OR 501L REMOVAL,THEN ENGINEER OR p O UNDERSIGNED SHALL DE NOTIFIED AND P055113LE FOOTING DESIGN REVISIONS(I.E.MAT FOUNDATION OR PILE FOUNDATION)MAY I I = HAVE TO DE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. I I I I < Z z coNS-rRucrlON NOTES: � � CONCRETE I I I I = 1) ALL CAST IN PLACE CONCRETE(EXCEPT SLAD ON GRADE)SHALL HAVE A MIN.OF 300 P51 COMPRESSIVE STRENGTH Lu AT 28 DAYS. SLABS ON GRADE MAY DE CONSTRUCTED W12500 P51 CONCRETE. 2) FOOTINGS SHALL DEAR BELOW P15TURDEP&ORGANIC SOIL AND UPON EITHER THE 5URFICIAL SOIL OR UPON I I I ( Q U STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95%OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D1557)FOR A DEPTH OF AT LEAST ON FOOT(1 ft.)BELOW THE BOTTOM OF THE FOOTING. 3) DEARING MATERIAL: THE FOOTINGS 5HOULD DEAR IN EITHER THE EXISTING FINE SANDY SOILS,WHICH WILL REQUIRE PROPER COMPACTION,OR IN COMPACTED STRUCTURAL FILL. THE DEARING LEVEL SOILS,AFTER COMPACTION,SHOULDI I MAIN HOUSE 5LAE3 I oz `T EXHIDIT DENSITIES EQUAL TO 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM D1557) - I I 1351 5q,ft ` I - G O 4) REINFORCING STEEL SHALL DE ASTM A-615 GRADE 60 STEEL COMFORMING TO ACI 301.ACI 315,ACI 310 AND CRSI -rv, MANUAL OF 5TANDARD PRACTICE,LATEST EDITIONS. I I I I W 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINS SHALL DE LAP SPLICED A MINIMUM OF I I I I C G 36 DAR DIAMETERS OR 24"WHICHEVER 15 GREATER UNLESS OTHERWISE.NOTED. Yn I I I I o G 1 6) THE MINIMUM CONCRETE COVER FOR FOOTINGS SHALL DE in.MIN.FOR N REINFORCEMENT. I . J t-- FOOTINGS(TO MAIN REINFORCEMENT............................3 inches •. — -- — .—— — — — — - -- --- — — — — ...._. .-.-1 SLAD ON GRADE...................................................................CENTERED I I I I I I 0 7) HORIZONTAL REAM AND FOOTING DARS SHALL DE DENT T-O"AROUND CORNERS OR CORNER 13AR5 WITH 2'-Cr'LAP SHALL DE PROVIDED. i 8) CONTRACTOR SHALL PROVIDE SPACERS,CHAIRS,DOLSTERS,ETC.,NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH DEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. - TiI I I I I 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED i CONCRETE STRUCTURES ACI 315 LATEST EDITION,UNLE55 DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. I I I I I - 10) ALL CONCRETE WORK SHALL DE IN ACCORDANCE WITH"THE DUILDING CODE REQUIREMENTS FOR CONCRETE"ACI 315 I I I LATEST EDITION,AND"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 13UILDING5"ACI 301. ! • I I � — GARAGE I GARAGE I I a (8' - 12" MASONRYI I I I LOWER) I - I LOMER) I I I I C )� " I I 265 5GI ft I 265,5q ft I I _ I 1) CONCRET MASONRY UNITS SHALL GE ASTM C90-75.HOLLOW LOAD-DEARING CONCRETE MASONRY UNITS.TYPE 1 GRADE N-1 NORMAL WEIGHT,WITH A MIN.COMPRESSIVE STRENGHT OF 2000 PSI(f'm=1500 PSJ). 2) MORTAR SHALL CONFORM TO ASTM G270 AND SDE OF TYPE M OR S. I I I I I I I I I L FORGH (4" LOWER) I I I I I PORCH (4LOWER) I =o 3) HORIZONTAL MASONRY JOINTS KEINFORMENT SHALL DE GALVANIZED TRU55-TYPE WITH 8"LAP AT ALL SPLICES ANDv I I _3rJ 5GI f�— — � I I I I I� — 35 50I ft SPACE AT EVERY OTHER DLOCK COURSE,MAX 16 in.Q.G.. ^T — _ - - - - - I I ---- ----• — — - -- ..._ — — — I I hn - — I 4_o' f 1�. y 7,,Ai� �,� �.... ...�,. ern- H ' �F-' J / 1-2 3 `I �1_O,1 "L 3/� �;- i-2 �a 91_DI, PATE. JAN 25, 2003 --��--- LIVING AREA p 1 P 1 6 1 11 1952 5a f r i a ° 1� s 1 , 22 6 1/ a ° W 40,0,1 l W � } W W CL Q � A.. cfl 50LE PLATE SHALL 13E ANCHORED TO EXPAN510N JOINT RECE55 5LA6 3/4j" GATOR BOLT 5LA6 W/1/2"DIAMETER GATOR X 10"WIDE AT DOLT5 5PACED PER SHEET. GARAGE DOOR ❑ —^ INTERIOR THICKENED 2 x h STUDSADDITIONAL EXP.D0LT5 MAY DE -o SLAD DETAIL NEEDED PER 5HEAR WALL TA6LE ON @ 16"O.G. ENGINEERS DETAIL ,. (2)-#5 TURN DOWN GLAD DETAIL AT GARAGE RODS /I CONTINUOUS a K ^^// 4 62 Q LL I (S-) N � C N N u O 13 h" 5-11 1 " — 6' 1" 13'-ip" –. ... N 1 J0 LL = < z m O ca c� J W W < s ., -, LIVING LI\VING 15'_1"x 13' S" 19'-0'�"x 13'_5" -� --- -- ----- - 40.V'KNEEWALLDOOR SCHEDULE : � NMER QTY SIZ DIM NS NSH CK SS _70-17--_ _ L . ------..----- D01 2 806D 96X96" 13/4 MAR 50 - WHA-COLON A ---- - ---------- �'I I - '� �O D02 2 8070 96X84" 13/4 STEEL GARAGE DOOR W/GLASS INSERTS n! I za DM! U N : , O�o `' ..., , I � � I � � P05 2 5482 32X9715/16X13/411 15/4 6 - PANEL FIDERGLASS W/2 SIDELIGHTS AND TRANSOM D04 2 2868 MOM 3/4"^ 15/4 6 - PANEL. FIBERGLASS D05 2 2868 32X,50XI 3/8" 13%8 - IN rERIDrZ 6 - PANEL w - � D06 2 2068 24X80X1 5/8" __ _. 1 3/8_-�� INTEM-OR 6 - PANEL KITCHEN —' D07 2 2668 30X80 13/8 PANELED (3IFOLD �` 8'-9"x 10'-6" O DINING 4�- x 9'-8" W01 O f`� o •-J DINING f_� -�- �' � � \ZWINDOW SCHEDULE = -- - -AlI - � — —. 10' 7"x 9'-8" /ws�a _ ` �� wsexa O` , 10 NUMBER QTY L SIZE C W01 4 1 3060 MARK 50 -WHITE - COLONIALT pL X .. _N ..._......._................... I� c�'_ O_. O ..._......... ..._..... N (N X06 .4R � I - O/ ' - � I r 04 -_�--_`! _1 Jo;-17 r w 5 3- ,N/C Ese W HJ.aC 1 11 1 11— , 11 3'- 1/2- 5-4 ' CLOSET ' v � —V-2'x 1414— HALL 4'-P--'HALL HALL I� x 8-10" TUCTION NOTES:CONS oz 11 GARAGE GARAGE O I OWDEf� ROOM ON FIRST FLOOR 15 "ACCE55IDLE 13ATHROOM" 11'-0"x21'-11" 11'-0"x21'-11" —UP— FOYER N O N 5TOKAGE UNPEF\ STAINS TO DE "1 - HOUR CONSTRUCTION" �, x �'-7" �_-, �oYER D =° _ �- c��.,00 .4 ura�.po .w 7-7'x3-7 LL SLAT HEIGHT CHOW N5TAI1�5 I5 J' w 1 -1/8" ORCH — -- - — F f 1 '_2" �-- 11' 2" - PORCH o 7-7"x 3'-7" i' T-7"x 3'-7" i ' ' I I I I � FLATS HEIGHT OF LANAI 15 8' - 1 -1/g" - - - - - - - _ - _ - - I I r I I - DATE: JAN 25,2003 i FREWALL SEFARATE5 TWO FARTS - -- - -- -- — - - w �az6Ri E3LOCK WALL SEPARATES LANAI - TO ROOF 5'-ip 1/4" 5'-7 1/ " 6'_a �/a" — 5'-io �/� LIVING AREA7 1/2 , Cs 1565 5q ft _p 11-5 1 11-1 ' _p _ -.-401-0 1, -- — SHEET 550( 557�, OufOn Ds(a/td R01' VU' ° X 62 F_ 40'-0"-- c? � md) „ 7 1/2" „ „ „ „ „ „ 6-111” 6-10 1/� 2'-B 1/ 2'-11 1/ 3'-4 1/2- 2'-,5 i/ 6'-1 i � � N wo1 wot wot wo1 © Cn W — U_ 0 0 z < DOOR SCHEDULE - 13EPROOM 4 BEDROOM W , 13'_1°x 10'-3° 13'-2”x 10'_3” _ NUMBER QTY SIZE THICKNESS C E 001 4 2068 1 3/8 6 - PANEL NTEKIN 002 4 2868 1 5/8 f 6 - PANEL INTERIOR 003 4 4068 1 3/8 6 - PANEL INTERIOR 7?'wB 1/ ” 2'-ii i/ 3'-a 1/ " z'-B i/ 5' a" 2' a" 31-6'1 2J-8 2'-4"�3'-6" 2' 4" S'-7 1/ ' wo1 w 004 6 2668 1 3/8 6 - PANEL INTERIOR 005 2 1306b 1 5/8 PANELED P>IFOLD II , 11 2-4 - 3_6 2 / -7 1./2-- 6 3 1/ I i DE Roots d 1 09 _p IIJp31 IJ CJ Fst� x a i _10 10 x 9 1WINDOW SCHEDULE =� = = - I � U NUMBER QTY SIZE CODEjL A6 ,W01 12 5050 MARK 50 -WH TE - COLONIAL TOP NLY) - -v�� z - , � U�1 eL-- 7'-1 7' �4' -a/2------ - HALL w� Q -711)x 15�_loll Mr- HALL g�,z eo�, go�, g�jz �, w O kn LAUNDRY DATH LAUNDRY g �� O 1 x2'9" BATH „ 61 x2� .� I \ \ 7-�} x 8- %L C\, 7i�u x p i r�ii 5'-5 1/ 2 Q l \J 'y SECOND FLOOR FLATS HEIGHT 15 81 - 1--1/8" � r \�� _r��:�w w �-_-�� := � 04/ �+2"KNEEWALL I - � 42"KNEE4WALL OPEN OELOW - _� 3' " 2'_6" � 5'-7"m 11' 1" z ln OPEN BELOW 7 1 5'-7"x 11'-1" µ P02 =q „� MASTER 6ATH -� MA5'rEK BATH DSL i' � 7'-6"x 7'-11" T-6"x T-11" til aissaT "'rso3as � 1 aoysjb _`".T_gsanb u .tet CLOSET --� 7-7"x 6'-7" L---- 31_61, 4'-6" _6 8'--7" 8'-1 1/2 ----- 3'4" a'-S 1/ -4 n � LU CLOSET - 7-7"x 6'-77" 1 L] U r MASTER [3DRM -� ATTIC MAST ��ER -13PRM 11'-0"x 12'-11" ATTIC v 7''7" 3 x '-7" 11'..`/"x 14/'11" 7-7"x 3'-77" i 0 DATE: JAN 25, 2.003 Eo 1) 81 cwc C01 w w O 5'--11 1f2 L W S'-11 1/2' LIVING AREA 1654 Sot f it 4361 ..' / -. F SHEAT � � � 62 CATHEI)P-,AL CEILING CATHEDRAL CEILING oz n ROOF PITCH OF FRONT ANP FEAR < GA13LE515 10:12 ROOF PITCH OF 51PE GA13LE 15 6:12 DEPROOM ROOF PITCH OF LANAI 15 4:12 INTEKIOK PITCH IN MASTER (5 ' FLAT CEILING �3 ' FLAT CEILING 13EPROOM, MASTER 13ATHROOM ANP C:�\ HALL ROOF OF LANAI TO 13E STICK FKAMEP TO MAXIMIZE CEILING HEIGHT (s) - .L7 WALL HEIGHT FIRST FLOOR 15 109 b ' FLAT CEILING HALL a ' FLAT CEILING �T LAUNDRY 13ATH 13ATH LAUNDRY WALL HEIGHT SECOND FLOOR 15 97 42"KNEEWALL /42"011WALI MASTER 15ATH MASTER DA NA- (5 ' FLAT CEILING CATHEDRAL CEILING CATHEPRAL CEILING GLOSE'r oz CATHEPRAL CEILING CATHEPRAL CEILING PATE. JAN 25,2005 ui Cs � LIVING AREA SHEET 1654 5q ft D-' "-r, ~-° ~^'`- /r~^ ' --- ---- - GENERAL NOTE: 620 ¢ � �n n -- SERVICE SIZE: 200 AM il ARC FAULT PROTECTION IN P EDROOM S ElN � N Nom, U— C� ._ ___ _____ I 5 O 0000 00 - - - - - - - - - - - - - - - - - - - - - if c- �) �� W Q +� < LIVING LIVING FOWDE1\ Koo AND FARTY WALL ` 1 ' FOKTION OF KITCHEN �0 gIf} < __ Oill i - KITCHEN 0 (S) DINING 0 1--- _ DINING LLP ------ f� -- cl CL05ET O o HALL HALL -- I- Ll E:l ELECTRIC PANEL GARAGE ' ---GARAGELl -UP I i �.� 2N1) FLOOR HALL 13ATH � CE } _ a a -� � <` FOYER (� �-- ID Li ui PORCH PORCH , , - - - - - - - - - - - - I I I - - - DATE. JAN 25, 2005 � u � W W 'ING AREA '��' a� (s) o 0. m Ll SHEET MASTER 13ATHFOOM - 2N1) FLOOK K N O t� c cn N � O U Z CN 13EDROOM DEDROOM m n o z LLw F C) I < C) i < �— PEDROOM 13EDRD0 M W + O CE HALL _ � < HALL w �._.. D .ww� 4 22 3 �� BATH` LAUNDRY c� BATH, _ LEr-7.9W) �; OPEN BELOW - 2 2 4 DpEN DELOW h W --- — N MASTER 6ATH MA5TEK BATH I , r -8 W6 — sD, 6 Saxe 69 if CLOSE T ( f LL CLOSET �} Cs •. X22 � r� � MASTER DDRM W ATTIC MASTER P DRM r_ ATTIC t - CE � ) ~ 2 W . ❑ _ l.Ll � LIVING AREf DATE: JAN 25, 200,'5 1654 oct ft 0000 OO � aoilw w CNS SHEET F6-o15-50- rDc,4 f oh Ts(aind Rd- vv x FF,0NT u w Q � n N - a w C6 Z -T - -EIPE e CEjj D U __ - - _ ----A o MC3 C3ME3M oo U- C) E3 0 13 r-3E3 C3 MC3C3MF-A I Hill O-up L03 C3C3 li >< _ U � � o RIGHT - _T Z (S) _. ._ 1 W � -� DA-rE: JAN 25, 2005 w DZ --- w w a SHEET a x REAS 0 `r N N N 0 Q N N CS W C� > �- �l I < F Z z U � - __-___ _. (S) w `� �m — C�s U RHW U C:� O >< LEFT � - e � � Lu CSS DATE: JAN 25, 2003 � W - ❑ o SHEET ��0�55 `Dubh Islam( M. W. i2'-0" - - - N NOTE: O UNLESS RULED OTHERWISE DY THE 501L ENGINEER OR CONSTRUCTION PROFE55IONAL THAT 15 FAMILIAR WITH THE HISTORY OF N N THE SPECIFIC CONSTRUCTION SITE,THE UNPER51ONEP ENGINEER RECCMMEND5 THAT AT LEAST TWO(2)25 FT.DEEP SOIL -I I O o N v BORINGS DE PERFORMED AT THE CON5RUCTION SITE FOR THE PURPOSE OF EVALUATING THE DEEP SOIL CONDITION AND TO r -22, -'� 40 INSURE T HAT'THE SOLI.DOES NOT CONTAIN POCKETS OF UN5U1TA6LE 501E(1,E.ORGANIC SOIL,UNCON50LIDATED CLAY,ETC.) Z �' THAT MAY CAUSE FUTURE DETRIMENTAL STRUCTURAL SETTLEMENT. i'_ HOWEVEIR,6 FT.DEEP SOIL DORINGS SHOULD DE PERFORMED TO ESTADLISH THE DEPTH OF SOIL EXCAVATION AND 13ACKFILL. NUMDER OF OOKING5 SHALL DE RECOMMENDED 13Y THE SOIL ENGINEER. -- -- - - --- - ---- - - -- - - - - - - _... - - - - _-__ -_ - - � � < IF NO DEEP SOIL DORING INVESTIGATION 15 PERFORMED(I.E.25 FT.DEEP 501L NKING5)THEN THE UNDERSIGNED ENGINEER I f • , '•` ', ' 77 - r m ASSUMES THE FOLLOWING: t _.- - - __-_ _.__ _._. - - - __.- - - - _ THE UNDERSIGNED(I.E.ENGINEER)HAS NO KNOWLEDGE OF ANY SU3SURFACE 501L CONDITION REPORT: THUS,ALL FOOTINGS I I I I N lL ARE DESIGNED A5 SHALLOW FOOTINGS DEARING ON 501L THAT POSSE55ES A MAXIMUM DEAKING PRESSURE OF 2000 PSF. I I ? !r + I I W 4Cp U IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL,THEN ENGINEER OR u .t, I I e, I E I UNDERSIGNED SHALL DE NOTIFIED AND P055113LE FOOTING DESIGN REV1510N5(LE.MAT FOUNDATION OR PILE FOUNDATION)MAY �_. _-•..•-•-....-• HAVE TO 13E IMPLEMENTEP PRIOR TO COMMENCING WITH FOOTINGS WORK. SCHEDULE C 0 M NDED STUD SIZES AND SPACING ITHE PLATE HEIGHT RFPRESENTS'THE VERTICAL ( �• RITERIA REC M E •'IUNINTERRUPTED SPAN LENGTH OF THE STUD.. DESIGN C UD SIZE SPACING � WALL PLATE HEIGHT ST IF HORIZ. CONTINOUS BRACE CAPABLE OF TRANSFERING I I G J �LATERAL LOADS 70 SHEAR WALLS DOES EXIST 1) LIVE LOADS: &".'i:-- 20j/sq. it. FLOOR..:..........................dOj(/sq. (t. 8'-V THRU•9'-10" 2x4 16" TFIE. THE SCHMULE SHOWN ABOVE DO« N0 l I " --_ APPL.• 2) WIND LOADS: _ 10'-0" THRU 14'-0" 2x6 1B" �' THREE SECOND GUST WIND VELOCITY PER TBC-2001....................120 MPH 16" I IMPORTANCE FACTOR)-1.0, WIND EXPOSURE "B", CATEGORY "II" BUILDING 14'-1" THRU 18'-V 2x8 COPi = Jr 0.55 (PARTIALLY ENCLOSED BUILDING) I ' ''• I � I 19'-•0" THRU 22'-0" 2x6 12' �) COMPONENTS & CLADDING DESIGN+i495PSRES*** 2x10 12.. ROOF (ANYWHERE)= -65.4 Psf, I -----_. ._..__.. „_ -_._.._._.. WALLS: ZONE "5" IS WITHIN 3 ft. OF CORNERS, ZONE "4' IS ANYWHERE ELSE. I I - N . AL STRUCTURAL. NOTES: (, {= ZONE EFFECT/E WINO AREA s .ft PRESSURE ZONE EFFEC71VE WIND AREA s .ft PRESSURE p ~-- 25.9 28.1 5 10.0 25.9 -34.7 I � 1) IT IS THE INTENT OF ThIE ENGINEER THAT TIaIS WORK SE IN CONFORMANCE WITH ALL 4 10.0 OF THE AUTHORITIES HAVING JURISDICTION OVER-THIS TYPE OF 4 20.0 24.7 -26.9 5 20.0 24.7 -32.4 I i REQUIREMENTS4 50.0 23.2 •-25.4 5 50.0 23.2 -29.3 CONSTRUCTION AN:- OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE 100.0 22.0 -24.2 5 100.0 22.0 •-26.9 � WITH ALL APPLICABLE CODES AND REGULATIONS. 4 I ,ter`�" THICK F213E=?MESH RINFO CED SLAB OWN GRADE * *PLUS AND MINUS SIGNS INDICATE ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES • •, v - - I I '•. �• 1 TO BE POURED Ol`b, CUM ACTE PER SPEC';s, DAMP � I •�• I � � � I 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR -PROOFED W/ 6 MIL TH C VA OR BARRIER,, CHEMICALLY TO COMMENCING WORK. I ,' I N TREATED FOR ']TERMITE tONTRgL, STRUCTUIRAL FILL. 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, SCHEDULE "p" OZ ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PfTCHES AS MAY I I " I ' BE REQUIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLO S FOR ALL LOAD BEARING WALLS EXCEPT AS OTHERWISE NOTED ON THE DRAWIN S) 4 THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR ( I f , I WRITTEN CONSENT OF THE ENGINEER, OPENING WIDTH IN FEET ��1 REPRODUCED WITHOUT EXPRESSED I I 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS.ARE INTENDED TO BE TYPICAL AND UP TO Y-0" 3'-1" THRU 6-0" 61-11, THRU,•10' 0" SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK LINTEL (3)-2x8's EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, JAMB ** USE TWO (2)STUDS OF THE SAME SIZE A5 ESE OF THE kl.•BEING CONSIDERED I I MAIN OUSE SLAB 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE, FOUNDATIONS WERE DESIGNEDw FOR A 2000 PSF SOIL BEARING CAPACITY CONTRACTOR SHALL REPORT ANY DIFFERING TWO (2) PLATES WITH A 1 2" PLYWOOD FIL ER MAY 6E USED INSTEAD OF _ I I 1 51 5Gt � I CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. THE THREE (3) PLATES MENTIONED ABOVE, I 1 U_ I 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND STUDS.SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES, SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING RECTION. CONSTRUCTION NOTES' CONCRETE: 1) ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN, OF 3000 PSI RESSIV STRENGTH AT 28 DAYS, SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE. I """` -" _•4 o COMP E ..: I.�� .._.. 2 FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON I - - - - - - - - �- - - _ _ � _ - � - II I � � X )STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM ! I TMD 557 FOR A DEPTH OF AT LEAST ONE FOOT (1 It,) BELOW THE BOTTOM OF THE FOOTING. DRY DENSITY (AS 1 ) 3) BEARING MATERAIL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, WHICH WILL REQUIRED PROPER COMPACTION, OR IN TODENSIT�ES EQUAL TOL 51% OFTHE - - -ARING - v - - - COMPAC71gN, SHOULD EX I I I I I I O LEVET. SOILS, AFTER r l w - - - - - -I PROCTOR MAXIMUM DRY DENSITY (ASTM 01557) J REINFORCING EEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, I I I I �� I I 4) OT31 , AST ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS, 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE ( I I I I I "' I LAP SPLICED A MIN, OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE 3 In. MIN, FOR REINFORCEMENT. 6) THE MIN, CONCRETE COVER FOR FOOTINGS G(TODMAIN REINFORCEMENT)...............•„.•.3 Inches I I I I I - StJ+6 ON CENTERED 7) HORIZONTAL BEAM AND FO01'ING BARS SHALL BE BENT 1'--O" AROUND CORNERS OR CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. NECESSARY TO SUPPORT 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, F.TC, NC I i REINFORCING STEEL, SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES I I S IiICII ARE PLASTIC TIPPED OR STAINLESS STEEL. SHALL HAVE END W Z~3' o�� I LS SHALL CONFORM To MANUAL OF STANDARD PRACTICE FOR I I I I I I / I �'~� Ile 9) ALL REINFORCING DETAI F DETAILING REINFORCED CONCRETE STRUCTURES AGI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS GARAGE GARAGE FOR CONCRETE' ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE I I I I (�j' _ 12" FF FOR BUILDINGS ACI 301. _� I I 1 "$ QATOR BOLTS SPACED I EXPANSION JOINT I I LOWER) I LG)WER� MASONRY 1/2"0 GATOR BOLTS SPACED I I I ( I I / PE SHEET #� ADDITIONAL I I I I 1) CONCRETE MASONRY UNITS SHALL BE ASTM 090-75, HOLLOW LOAD-BEARING CONCRETE PER SHEET N A ADDITIONAL STUD WALL I EX , BOLTS MAY BE NEEDED PER I (l7 RECESS SLAB 3/4"x 10" WIDE I I I 26�J 5Gj ft; I I 2Cfi5 5Gj ft NORMAL WEIGHT WITH A MIN, COMPRESSIVE STRENGTH EXP. BOLTS M}SY BE NEEDE.Q,PER 4 RODS CON . SH AR WALL TABLE ON SHEET AT GARAGE poOOR MASONRY UNITS, TYPE 1, GRADE N-1, N IIS I OF 2000 PSI ( f ' m = 1500 PSI ). SHEAR WALL TABLE ON SHEET Ng 4" CONE, SLAG W/6x6%10/10 W.W,F. I I 6x6x10/10 W.W.F. `. x• I \ 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. x I STUD WALL I ( - �. I I I I I 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH ! tt I - i I �DRCH (�{�� LOWER) _ I T EVERY OTFIER BLOCK COURSE, MAX. 18 In. o,G.. -I _ I sx6X1O/1D W.W.F. I i �x �DRGH (�I" LOWE1�) I o , 6 In. LAP AT ALL SPLICES AND PLACED A ;'I:• �{ MIL. V.B. OVER CLEAN, . WOOD F> FZAMING ELL COMPACTED TREATED FILL i , ° s I I _JrJ 5Gt �� - I I I 35 5q �� „ :r 1 ALL WOOD FRAMING SHALL BE SYP2 AND INSTALLED PER AITC AND TPI AND NAI 'IONAL #4 RODS VERT. ON 48 O.C. & AT CORNERS. - ; .:' �� I I I T rN VERT. RO S SHALL BE HOOKED 6" INTO I , ,J� M. �'. P \ DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 1 FOOTING W BOTTOM AND 12" INTO SLAB r �. ' (2)--#5 CONT. HOOKED I 'TURN DOWN SLAB DETAIL � •gym :.'� - • .. � _... - - - __.. .� I 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN, DESIGN VALUES; _T17 Tj T>T y(. I� �C� TOP. F R HORIZ. REINFORCEMENT, USE I & TIED"AT CORNERS - -� �I�lll S! 9 a. HORIZ. JOINT REINFORCEMENT MIN. 19 I ® GARAGE , I LAM, VENEER LUMBER I I 1.. YI 1 ELI I I � SAWN LUMBER Fb � 2,600 PSI �� ;i .! �_ � ON 16 O,C, .(MAX.) 1 Fb = 1120 PSI 285 PSI Fv = 90 PSI Fv R 1,900,000 PSI k K 48° MAX,) OR � ...__-._ .... PSIENGINEER \ \ r ,f. g_o,.• f �• :'9, Q Fc1 w 565• COJLT ENGINE I I 4 � \ --•--_.--. I Fc A 1,455 PSI O ASI �, ER �• r' TURN DOWN SLAB DETAIL -4 -- - - - - - - �-_ .� -- -I -- --- -- - - - - I --j PATE: e -i E 1,GOQ,OQ �� 3) RODE & WALL SHEATHING SHALL BE 7 16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, REINFORC D(W%(2)CONCRETEN5 RODS CONT, I EXCEPT GARAGE A E JAN 2J, ZC�() I SPAN RATED.AS SHOWN ON THE DRAWINGS. - - - - •-- - J-- -- - •- R OR IN CONTACTED WITH MASONRY, CONCRETE TYPICAL. FOUNDATION DETAIL. "-' ' - - Bx6x10/10 W.W.F. - - LIVING AREA I I 4) ALL WOOD MEMBERS EXPOSED TO WEATHER �T I j �� xll � 7a OR SOIL SHALL BE PRESSURE-TREATED. I 19 5GL f C V ' �' W i I I 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH roof er sheeto,1. ''"'.%ti,:l',::, ,' - APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM Haudas per elf tru 9 P I '' A-15380, aslso'e�uco, r*r, '•'� (2)-#5 RODS CONT. 4 01-011 - roof ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A,I,S,C. SPECIFICATIONS. STRAP FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80, r-;, Jv 16- 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. zD?o INTERIOR INTERIOR STEP DOWN DETAIL 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 "IUUD$ INSTEAD OF SYP 1/2. GAT R BOLT SOLE PLATE SHALL BE ANCHORED TO SLAB W/ 1e. 2x4 ST DS 1/2"0 GATOR BOLTS SPACED _ SCHEDULE "B" - MISCELLANEOUS FASTENING SCHEDULE ® 16" C, PER SHEET /�A ADDITIONAL � 4 � ❑ V \I nanT�t Sar EXP. BOLTS MAY BE NEEDED PER .N N N CONNECTION _FASTENER NUMBER OR SPACING 6x6x10/10 W.W.F. SMEAR WALL TABLE ON SHEET #$ TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON 2 L4T 19; 11A pcoN; �1,..- STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 HOLDDOWN DOUBLE STUDS, FACE NAIL 10d COMMON 24" Q.G. (x)KTT22 µTr a DOUBLE Top PLATES, FACE NAIL 10d COMMON 16" O.C. 'Stmsot) HUldo IS r•r•�..,� �IIL TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3--10d COMMON '! :y'r CONTINUOUS HEADER, TWO PIECES •16d COMMON 16" O.C. ALONG EA. EDGE CONCRETE SLAB 'I_ (2) �5 RADS CONT, COH B7E - LoT m CAD FILE NAME , &_PARTICLEBOARD SHEATHING: PL1-•INOOD_ __ _- ____ ROOF 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & ti;'�a'�'� �1,(:a;(.r:z'' ' :�:. ,_. :�+�;�y .�.•:fr'r .i%�:'.}j:::;7 : ,; INT RIOR THICKEN SLAB DETAIL 1 D A I 8" O.C. INTERMEDIATE R W NG N0. WALL - 7/16" OR GREATER 8d COMMON 5" 0.0, EDGES &-A- Detail "B" Jamb strapping Detail"W, Jamb_ strapping 12" D.C. INTERMEDIATE top & Batt• MISC. FOUNDATION DETAILS G A PRovEo BY: LJG Lvuisf_,r�n ��E p Q t0 BC •BOtt•. DRAM BY-, APPROVED BY. FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & p <N,T.BJ c 56 , �NGFlK. WALL -MM LCS 12" O.C, INTERMEDIATE J SHEET N0, DATE: � �� 9tiiU 23rvf§n.0a�,ft3fvd. d P sHBET6 $ ((N,T ) AS NOTED �' , 'Ff322s7� OF __ TABLE FOR SHEAR WALLS FRAMING (GROUND FLOOR) THE SHEAR WALLS TABLE WAS ESTABLISHE6 ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE NOTED IN THE TABLE: M c� A) WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. B GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLIER NAILS FOR 1/2" & 5/8" THICK BOARD RESPECTIVELY. U C) $OLE PLATE—CONCRETE SLAB ANCHORS SHALL BE 1/2"0x 10" LONG "J—BOLTS" (A307 STEEL) FOR EXTERIOR WALLS J �� OR 1/2"0 x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS. C„ REQ'D. SINGLE'OR SHEATHING TO STUDS FLOOR TO FLOOR r DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING < 20 ''-' __1 Q 7/16" OSB SINGLE 4" / 12" 60" O.C. - = --...a Ur >) (BLOCKED) n ALI ' Q 7/16" OSB SINGLE 3" / 12" 36" O.C. �k* +r _ I (BLOCKED) } _ _ _ — — — I O, N 0J i "� < 0 7/16" OSB SINGLE 2" / 12" * 24" O.C. �k* , U (BLOCKED) i �s •1 * NAIL PANEL EDGES ONTO DOUBLE STUDS. ** = ADD EXP. BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING ADDITIONAL NOTES: •• ( m i 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE — BOLTED PER DETAIL "B" ON SHEET #7 t q16 V " F\ 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL ! �~►l EV'I 11\K i 1 t• i - i BE BOLTED PER DETAIL "E" ON SHEET # 3) ROOF TRUSSES SHALL BE STRAPPED TO 70P PLATES OF BEARING WALLS AS SHOWN ON �0 � �"�� CZ) � P1 �%l � �9� � � g �•-� I i SCHEDULE "A" ON SHEET,# $ STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES �• ;.9t•�' P13�1} r�:g {r A ►, g A w ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. vvI 0- ^ �� OGS -1'- 4) THE ALLOWABLE.SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS �- I _ HAVE BEEN REDUCED BY 18% TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR I WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPPINGS THAT i CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR WALL HOLDDOWNS AND 70 STUDS OF �) I it FLOOR ABOVE OR BELOW HAVE SEEN REDUCED BY 18% FOR THE SAME REASON MENTIONED a �1�,.,,,, a_aN, "„ ,•••" „„' �' _ _ _ __ _K _._- w r� _�, __.•,w_� r � ABOVE. ^ 3 ^• < 5) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED I 0 OM AS SHOWN ON DETAIL "A" ON SHEET # I �`� !b� `� V T 1 AT TOP & BTT i y I 4) Loco-TIONS CLoulet As � sHflu. 9E STIZAfpM Psi *3m_TmCc_" OF SNE6r4qgFjc!D IG�/� &vo- (,uo jJ S ��'9 sHR� l3 G s"Sa�pp�� R 9E-cr�lt_••N►`r o, 5 �... .� "• com ..._. _. � L ac�Tto� GLo'v A S P � 1•!"G•• �1 uj .,./le (s) UP-•--� I -�— see'aet;4 Far C�r"vle,r�p�t �12��nr�r•� S keel. ,_ ._........ � ff ff � _. _. — _. __ � r...._.. � � - � ,t� -- -- � � Roar c�bzn"wl � 1 S CHCDULE A ; � -I � I rr I � :G i S�Arb S act cm o'Ve, ROOT' TRUSSES STRAPPING SCHEDULE TO TIP PLATE Z,)-�- �;X�Z., I S) OF BEARING 'MALLS (PRE-ENGINEERED FRAMING) OF i 'S ,ft✓�q For t%o . ptG �Ruti, P . TRUSS No. OR UPLIFT TRUSS TO TOP �- , ti I TOP PLATES TO FOOTINGS �1� \AIH �(!� !!• (til►3 �{ fid DESIGNATION * Obs) PLATE 0R TO STUD y- v ,. P� ��' D E JAN 2..a �Uc _� i ... ,... _. ._....... .. _._.. ....,...... •�_v�,z_..<wa.nr_.M�,w.,,,•, .. 4x-.cnrr. r w f fir^•••• ,C ALL TRUSS ENDS EXCEPT ONES O--W 55 hk 5 ,-s Ito O N. C 111 1/2"d GATOR 13OLTS SPACED AS • OJTUNED BELOW SHOWN ON SHEET #$� � > 12 / (Z) 1+5 '`51 SONt cLk S 1 7 PACED AS z �5G_ ��3 ►�' � ./2 � GATOR BOLTS s • SHOWN ON SHEET #$. El [XI U I I l I / 2 6 0 " (ONE) 10EN RUN BOLT LOCATED WITHIN a . 0 0MY 2 Sampo 1 6' OF GENTEFtL1NE OF TRUSS BEARING fig's456e�� h �. ` 7GM — Z000 t"sfTel•1 N A11.�9 W!C 14) Floor 10 0 ♦� F ' 10.1 x,1 ly N All,s I �� ,r r` CAD FILE NAME. I I ( I I • I I �� b '� DRAWING Nm` — O. J--a- 2001—(0485 11GT=� 51M fiSON i 13 ; ' - N01.99bWt� DRAWN 6Y: . APPROVED BY: ' ApPitpYEP BY: LJGLazcisY �abrie SFIEFT NOT_._.... - 7�f ._ [�DAI'E: L!/-LI 103 96100,Qkfoak i�tvd - * IEE TRUSS ENGINEERING 8Y °l��Pl f`l�= rOK TRUSS DESIGNATION. $'ALE: AS NOTED -7a-Y,., ,. U(- /2' DIRE BATED PLYWOOD EXTENDING 4' EACH SIDC OF SEPARATION WALL ATTACH 2' METAL CRACK TO DECK OF GEPARATION 0.L ROOF TRUSS NOT I TY ROOF TRUSS 1='RE ---� ' �'� { -CNG WOOD BOOP SHOWN FOR CLARI TRUSSES TOP PLATES ROOF TRUSS ROOF TRUSS -- -I �;%'� ,�� 5pH;'S1µ?5pNi sYRAps fit 0 32" O.C. yx r-PER^SHEET 2"0 OATOR 80LT Wr ' 1 C$24}"SIM 5aN� 1/2"0 GATORLT ALIGN TRU56E6 WITH INSIDE EDGE L5TA�6� SIMPiONr �RA�s � PER.SHEET If OF FRAME WALL SPACE ® 32".O.C. (MAX.) SHOE PLATE « x : x r /a" or '/x' TYPE 'G' CsYr SUM WALL BOARD SUPPORT BEAM OR GIRDER PER SHEET +' yy EXTERIOR WALL OP NINGS DnPORT GIRDER EXTERIOR WALL ' OPENINGS R-30 FIBERCaLASS FSATT INSULATION 'tNERMAFIBER" INSULATION FIRE BLACKING I AS REQUIRED DETAIL D STRAPPING a TOP 3c B TTOM STRAPPING 0 TOP & 130T71 OM EXCEPT AT <N,T.s.> EXTERIOR. WALL; OPENINGS K GARAGE DOOR & OTHER LOCATIONS SHOWN OFi3" USG ALUMINUM ANGLE CLIPS STUD TO STUD STRAPPING STRAPPING cru TOP & BOTTOM ON SHEET S OF THIS DRAWINGS -- SPACED AS REQUIRED (N•T S) (N.T.S) <N.7.S,) RIM JOIST OR BEAM x x x 1/2'GYPSUM WALL 150ARD OVER _ —_ _ _ _-_ _. _— __ _ __ r. _T` _ —_ ^" __ x 2X #25PF WOOD STUDS 0 16' Q.G. (-- - _ -( - �— --r _- __ __ _ _-- __r_r-� _r —T SpF1,"st►n�aON+� ST12(i� IW Pit, POST STRAPPING ( TOP — V AIR-5FACI=, OOTW SVEB C3/4' MIND I I I I (N,T,S.) —USG BRAND V GYPSUM LINER PANELS 84/19 FIf3ERGLAS5 BATT INSULATION INSTALLED PER UL-U336 I CATHEDRAL CEILING I I I I I 8N 6" OR 4"x 4" POST (2,2 ,a�G c-RUNNUr�a -Zx�SILL PLATE CATHEDRAL CEILING I ANUt1 RM('w,�'; Pow SPACED AS REQUIRED I I I I I + :a�. ' DRILL 8" INTO CONCRETE - 3/4' T4G PLYWOOD 5UBFLOOR GLUED 4 5CREWEID T 2 OVER 16' rate-rwNG WD TRUSSES DEDI200M °�� I FLAT CEILING I °� 13EDROOM I POST STRAPPING C� BOTTOM I I PELOW I I Ifso . � �. PAST STRAPPING °�- ty'�S'SS I\ I I / \ I I j 1 TOP & BOTTOM A , (N.T.sJ C. ROOF BITCH OF FRONT AND REAR - 6�1z I I GABLES 1510:12 PITCH ITCH OF 51DE GABLE 15 6:12 "THERMAFIBER' INSULATION FIRE BLOCKING I !� I I / BEDROOM PEDROOM I /f AS REQUIRED 5%' or %2' TYPE "o' GYPSUM WALL BOARDJ I I \ I / \ I I / I ROOF PITCH OF LANAI I5 4:12 Tff � X91 \ -- - I INrERIOK PITCH IN MASTER SEE S lfEtT 49 I \ I j 8 ' I`LAT CEILING EILING \ I I BEDROOM, MASTER BATHROOM ANLL \ I / 8 I / I REAR BEDROOMS 15 MAXIMIZED TO 1/2' GYPSUM WALL BOARD OVER / HALL I 6:12 R-il/19 FIBERGLASS GATT INSULATION Zx(y wlSPP WQOD SCUDS e Ira° O.G. N+^ I I!\LL hj I PREENGINEERED ROOF TRUSSES I I ROOF OF LANAI TO 13E STICK FRAMED GATOR NUT 1' AIR-SPACE, Boal stoEs (3/d' MIN.) I_ .............. .._ ........ I TO MAXIMIZE CEILING HEIGHT 1 x 3N 1/a' f�..<;r J M y 1 I! HALL I - GATnR WASHER ATTACH 2° METAL TRACK TO GoNc SLAB ':: I — - ) -- - WALL HEIGHT FIR5T FLOOR 15109 ' OR TRAC TO ORS � � �~� 8 ' FLAT CEILING I HURRICANE STRAPPING PER W/ 'PASLODE F,;.y SILL PLATE W/ FOAM SILL SEAL ' FLAT CEILING �, 1/a" SCH. "A" ON SHEET # --TOP PLATE at 24" O.G.MA?cIMUM ACOUSTICAL SEALANT, 13OTP SIDES I ` I OF WALLS r I LAUNDRY BA rH TH LAUNDRY WALL HEIGHT 5ECOND FLOOR 15 97 cp•1 �� \ \ — bW 1/2"0 GATOR BOLT PER SHEET ° I 42"KNEEWALL a a d• I ' k2"KNEEWALL GATOR COUPLER /OPEN 13ELOW — u CORNER D fay 6EPAIp.4-ri N WAL " I n 1 j �--_ __.__-__ -__._ ` I E l.U,�L.L, DETAIL � 1 - , / _ I E----.__7�►� OS6 A Ori DETAIL L CONCRETE C;RAIDE BEAM q TWO HOUR RATED I 5FLAT CEILING I To s-rvs S v1 l+u. �a�t��d,)) I2"C'r � I 01'EN B>rLOW /� 1` IR�L �� S@tEI✓�" j ar' � zxl+ I / �MA5TER 13ATH MASTER 13ATH� \\ 1 I PER'SHGATOR BOLT GATOR BOLT SYSTEM CATHEDRAL CEILING CATHS RAL CEILING \ 8 FLAT CEILING GATOR coupL>=R INSTALLATION INSTRUCTIONS 1) DETERMINE: THE STARTING POINT AND MARK EITHER THE SEC "rlp. VrOUN-OAT'ION FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR ' - LOCATIONS DIRECTLY I r_.._........ .__......... .. ........._.. ... .m......... j _ .. \ --............ ...... ...._. _-._ I "TRIS SNE C ON THEHARDENEDIF EPDXY ANCHOR BOLTS �. ARE USED. TABLE FOR SHEAR WALLS FRAMING I CLOSET j \ I EPDXY GROUT! .� 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON.THIS `' rs zo."s1lri�saN'; (SECOND FLOOR) 6_1�2 — _ - ;, /I I � I "�� I I�- I SHEET. 4 6 1 STRAP i THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE I / I { \ I ' 3) INSTALL COUPLERS, WASHERS & NUTS WHEAL FAC UR PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURE=R'S + I f w._ ,__. _ NOTED IN THE TABLE: � • \ CLOSE'r CONCRETE FOo71N� � RECOMMENDATIONS. A WOOD SHEATING TO STUDS NAILING SHALL.BE 8d COMMON NAILS. I.......__..I._....... _.............. I Wr ) GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLER NAILS FOR 1/2" & 5/8" THICK BOARD I I I CAT EDRAL CEILING 18 B) GYP. BOARD OR 1-1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS. I CATHEDRAL CEILING I BOLT RUN DETAIL TYP � ► i I I I (N,Ts.) � ' MASTER 13DRM _�' cov%u"Ko l steal i ATTIC I MASTER DORM BLOCKING OUTRIGGERS REQ'D_ SINGLE OR SHEATHING TO STUDS �+i I ATTIC BETWEEN OUTRIGGERS 2X4 BLOCKING ®SHEATHING JOINT 2x4 OUTRIGGER -i 4" FROM GABLE ENO 0 48" O,C. HURRICANE CLIP H-2.6 CONT, 2x4 SCAB FROM TOP TO DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING y I I 1/161 STRUCTURAL ROOF SHEATHING U-HANGER OR EQUAL 69 48 O.C. FOR X- CHORD 70 SERVE A5 NAILER 2x4 BARGE RAFTER CONT. FOR X-BRACING 8' O.C. PROVIDE CLIP FOR 400 Lbs, BOTTOM CHORD OF COMMON OF LATERAL. SHEAR I 7 � SHINGLE STRIP TRUSSES ®24" O.C. 0 7/16" OSB SINGLE 6" / 1�" _. _ �.. _. ___ _. I I I I I I _ _ __ __ _I I1 (BLOCK®) -I N + —I T I 2x4 ^BRACING �-FASCIA n BOTTOM CHORD OF CABLE HPAN 22 r"SIN 5aN" 0 8'-•0 D.C. I �.TRUSSHORD OF GABLE END 12()Al2d NAILS0 C• END TRUSS DOUBLE TOP PLATE 1 1-I OLI Z OU)MS.�C 3)O�1 a 7/16- OSB SINGLE 4" / 12" I V Z� }� I I 1 PUYI e -C! C ACW 51De BLOCKED I I — _— —_ ___ — — BO SCAB CONT. TOP TO I MAX. ( PROM GABLE '1 } ,C�r,j t� L�� I <�,• �� >�a BOTTOM CHORD ®8 iG I I OPENING V• �j — I- _- - — - -- -- -»----- • '�-� I CONT. 2x4 SCAB FROM TOP TO 2x4 ULGCKING (D 48" P.C. BETWEFN BOTTOM CHORD 0 X--BRACING GABLE END TRUSS AND FIRST 2x4 s0A9 IF VERT I I I (PROVIDE ADDITIONAL 2x4's AT COMMON TRUSS _ WEB IS NOT PRESENT I I TOFORMAN "LIF N SHAPE} 48" - See 0 6 64 CONT. 2x4x8'��2 sYP. LATERAL l�4f".��... ,c, I:�.' >~C \+ y O.C. BRACE (3) 12ci NAILS(TYP) I I BOTTOM CHORD OF ISOMETRIC VIEW e. lq� GABLE END TRuss, SHOWING LATERAL BRACE TO O@'r a 5tY it TOP ADDITIONAL N.OTES;, / I, �a ,,; , e AT X-ORACINO (3) 12d NAILS ` 1 FOR LOCATIONS CLOUDED AS 6 . USE (ONE) MOIE-L NO, LSTA 83�,'SimpS00", FLOOR •�' ) TO FLOOR TENSION TIE. pS e •��eF��,..t•)r.�'�l � (2)-2x4 TOP PLATE GABLE END TRUSS (D. -PLATFORM FRAMING- 2) FOR LOCATIONS CLOUDED AS USE (TWO)MO�EL N0. LSYtaB �`51M�S4N , FLOOR NDS; CONT. 2x4x8' 2.5YP UNBRACED LENGTH OF X-GRACING MAY LATERAL BRAC 0�y"O.C. 2x4 STUDS 0 16" 0:G. 70 FLOOR TENSION TIE. NOT EXCEED 10 ft., IF LENGTH DOES 2x4 BLOCKING 0 4B" O.C. EXCEED 10 it., ADDITIONAL SCAB IS REQ'D. BETWEEN GABLE k FIRST TRUSS �0T Icy �` OCIL 4 AT MIX ® CAD FILE NAME 3) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR, WHERE WALLS ARE A CONTINUATION ` M��/• u 6co 1i1 +.� CLIP IDA A IN. CLIP MUSTV ` I��n�N OF GROUND FLOOR WALLS, MAY BE BOLTED PER DETAIL F"' ON HE #9 S e _ P,RDVIDE A MIN. 400 The OF SMEAR. � � � -- � �. PLATFORM FRAMING M DRAWING No. 4) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE rA0ZF_L. MO. CSSO• "5►Mp5oN" SPACED ON 32" O.C. ® BOTTOM A N 9 (i I.So P P t1 B 9 ® TOP PER DETAIL "D" ON E GABLE END DRAWN dY: APPROVED BY+ APPROV40 BY: LJG SHEET N0. WHERE SECOND FLOOR WALLS ARE SUPPORTED BY FLOOR GIRDERS AND ARE NX A CONTINUATION <N.rsa OF FIRST FLOOR WALLS. EXTERIOR WALL OPENINGS MAY BE STRAPPED PER DETAIL "K" ON firsts S\q.j q: DATE: a/L3 Os LOUIS GABRI E. SOALH: AS NOTED So/t 40 i it of- 5 F5 5v/�5;t `D a Ron^TSI'a T f � • f i eco Prod,uc� Rags =50fideo. March 3,2QO2 3 e n S a y suK 1x88 » t>'4 nac rax. L a 4 r1yK rAA,L » 2+{rLyC IaA.t '� i M sato yra w arab .rta� w nap. •a+• W arca. �s � . tl are -N 1A'�L Yt it 9 tub �� 9 4 ro• = {- a a .R; r • R $ � 8 � H�, ti i M40(50—SH +30 -35F NIL Standard sin a hung +30 35 33x78 � � Zl 8 - 36x96 q 1 4•t 4• sGl 1« MaaHP/saHr—SH +sa -sa 5363 ;g NN High perforroaaae single hungCr +50 -55 SUM/4 +35 _3553x..96 7lkxa TW--SH +50; X50 . 53x78 R R R b R R Tilt sash single hung +35' -35 53x96 2•Mu MAJ- rV r+0 itOG. Kfyt• TS—SH x-50 -50 53x96 20 nc t9 {t: 6C 79 ac ee ca 7c ac x ac cc it 7r c Oc cr. 66 66 7Q De 32 4F rx cc Tilt thermal break single bung, rnlAurARr rinrin- sla+Ea rRlaurmY 11101H • IMIC17 TR1auTA11Y Yia.- xmflty 1A1a11TARr r10TH - TWM3 TRIOUTARY WtOTH - INW3 Z ANcrars SH "x'70 -'r0 Y1vC MAO.OA C� � Plana rrK AA a rgaora Lrnc,L 33x78 impact single hung r"t. +< Rw HP +35 35 127x61 w,uoxx T- 8 2 P_ High perfbM=00 horizontal slider 4LOW aAnNal PAOWCT PAODIIICTT Y, � /4• AM. �A � 4• IN N no RW 7CFTP +55 -55 74x31 [G 4 Extra high perfornI nce.horizontal slider +45 45 112x63 M2/3/4/5 SOD +35 -35• 4066 plutels w, aR c �� Standard sliding glass door +30 -30 3080 panels 41111 «w2 4 t ,. 2Y1 Sill TRIBUTATtY 1MIDTHANCH . 2 M2/3/a/5 HP SGD +45 -45 40$0 pant3ls` WK�+.am a "°Rfza°Hr"`1�`K"°H 8 High performam sliding glass door " » dB -w 4S CC 66 TC 26 7G AC 4 60 76 26 as an 69 4S 76 76 46 41: GC 4% 2-112 Sill TR duTAltr rigrn• na;nca TRIauTmi Yi9TH- IHCHEO 1111497M�Y MOTH • INC93 TR111UTARr Ytq/N • 1NCtK4 •� M2l3/4/S XHP SEED +SS -S5 5080 panels t- •• ••• Bxtm-high pe*nnancel sliding glass door o �Axp14145 2-1/2"Sill 1 GLAZM 17AIftC MAV.OR a 4 OFL YOBR AITOQ9 #*5'wide panels not available in MM.3&5 ry _Tu Ul /1b.S 7 � 1 RGpI1Ci PHAQ+Ic[ 2 I t>�IEt srFucrLwEs MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. ANY ANCHOR' CONDITION SHOWN HEREIN MAY,COVER SPAR LOCATIONS AT HEAD, SiLL OR J M8 ENDS, flrarrirl9 no. r>�iCA� �'ULLEQN A� 1 NTS FOR ANCHORS OESCRIPTION SEE SHEETS 3 do 4. M02-03 Revised.04/04/02 Ynuaram�nneu< IrnhurElrerrrx��r�as - • •C IENIIIA WIIQgU iY1D�Y iAAlUlq 90 SCREW NISTµATIGII MCNpt L KU[1gU YUCK AtiCilaH ¢p 1111 iY UT t1Y //----++towate 09 WOW V YIII . Y q NEAS 3/16 AIM C TC ISI/4 NiIE GfAEOHEHT p truth At ACO 0.AT SET rY 111�r iWR A+�Luslt sW{1 IrG TrAr f MOTH / VKW4 8 iY 0 4-AS /4'i i tlmri v • �,_. 1'HIR,EHAEW4N1 CAULK NENp1A W0404V FIN SCREV KIa1R A�,E Lfp1 S7AC%TD!r t ILV1 I/ti'tt •CsiNi. •-- -_A HD 1/i•IIAM AY 11114 2 C% 11CTUC£tt UM AUEK AS Rx0'0• TVO rY VUD4• p Wdi WTpI�,LtALt�4+N M��ppY * EKT TUU 1T T SPACE. ►NI YHIIIy ♦HIt Y WMW at atHEAS W/ 0AD tY1CK!Y aTFE:Rs » YI{ u D+fYKIATILr ANENtntt NitT W 1C{Tfl 4 f1�IT Tp ACIAKy�IIW,kHbiWlGrt Ptr fl IfH DY {Y QifKRk II4•�t!�t. NG SHIN Di AN TVD at�ADD!{Xx_ REYE j�GErV uN�AT Sit1 ww yE UY T�Ytw, CALL WINDOW 6Y 1 S ►CWRTiT `•cl•2•tl YPa 4:�• O4►TALLATl01t MtplEltt CAULK{CTVEFH ILtStrrRY E Ur TD ACr4LYC ry1U��6 01rEfxtNi iH-WTO 111Saitl pq CO+CPCit. r D L4 R EA.J HS I I ruo tCA[v CTYPJ INSTAL 871 1 AHCIIAR SIPON H4►Lt(bn 4lRk -0T Ifkt ALLCVA4Le EPACLI4{CTVLFH r1{1CAEU f•CxORS y1{TyIC�IE fLRLV/i1LkD1x 1D 1E:v -�- *to 7 V t,YPi tT gT{IERS y •x W�1 rn i riAluKri+uAl.AAo,Y`,`rrugr ar oWra tr ai1CRs. 20J0 23 %i x 35 i 2 2 E IY 9T�A41�A�IDtt yw1� 11tlra v�U4 JWK AWHOR o.. � �� T.rze AK+C4 gAwTlrY utrkr vinl r4xY A7LrIDR 1 {P_/11RD1D SHIM 34/01110 ORASt• t 3/6•Dlh E61CR€TL �KC� f lifC R�fYE{'B fASt�fITC{�CGr{OIlN11OH TD iYlltll O7CNrd4 2038 23 Yy k 43 1/9 @ @ 3 • A LCR A4rAt ! - YRAfIf: $C V MICItOR IY D117LRS itltC LUI;s YART ICH IIYrIRAGI[Nt R Aft1H 191r N.t{t f.ILAATi.TIIIGLC 4LATItr, 7494 23�/t 11 SI ry @ $ 3 1/40 . •• '4 r ^" •• {! OLAEt ilrl RRtTC T Y AAf1d�Ci iFttri RF NOD" 1111? 2080 23 Yy%89 r/s 2 2 3 IS tf � ypp�, C 2060 23 N4 x 71 ,/7 2 2 4WSIL 207 23 Y!4 x 83 1/! 2 2 4 1MAX 1t �1L/E.t1, W 1 Rtt110tS 7/riDutDf rill AoC lq>4 308100 UITH A frilt4 111f1I +�- s ' t^IIB`Nutt W' NiTH4lA1 k {IwiT RAMC ar tT3Tt91t INTCRW9: 1T7/a 7;ry E E 1 EIIpEp11�HT / Ip yS�tt t Y��LISTtA 'M 64ALit 2490 l7 7/I x 3•�1y pEAU�TER EXTCRIDT T1 twlri }r wm 4, 2438 27 en x 43 1/1 2 $ 3 f CY 1 2'TTYPJ 4 L R% t APPLY YD AI LAr Cr At1 rra s .:. 2444 27 7/y k 51 rn CAULK iY N tUU AY + 1!7 In Ltlurr. Has{Rnr►Km Af?LI{t TD IWb",; C. . 2 8 3 grNCOi. u11C1LHt 1rOGn {uric TEMPERED r;LArs 2450 27 7y x 44 1/t g a ? 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A j1DN D U%U 45-7! a PG 7 9 9 7 3 i, 6 y038 35,r/t x 43 1y E 2 3 11Y git[R► gll1B 3044 S5 pit x 51 In E E 3 rim FPAC ; v pqq� 9060 35 7n x 5B us 8 2 3 2080 S Try x 71 try g t 4 p1.nC 1 (Ri1T 18064 Ox%O,11xxx 141. 11`BQ 7 9 10 7 7 B 3 6 6 3b7 35 7h x 83 1n 2 E 4 lt1IC tTYP1 f 0M6466 D%1tD•1 lR9 k 40 14 xx 39 1� 9 r_ _' kt 6 66 %% It r 60 19 7 I1 14 f6 7 ; M111C)�IR 0 o TCr1P€RED 1 1/4•illi 6000 ax,xx T 1/{�r 9i 4 4 •4 4 4 6 6 3 'p 3424- 31 Yy x 1/t �SYY E 4y Q'AS$ (TV.) ENltrl[AT TALLAttlbri ATiCtiRR 908D IDL xx 9fi-�) t6 x 96 S S 6 9430 39 7y x 30 rn 3 3 E y� 414 508€11 %.n1! 3438 19 Yn x 43 ly 3 3 3 V11CIW11 ale x t 0x0 14i- 4 x% B 10 11 7 e f !6. r 6. :• f 6!-; 3444 39 Ty x 51 1n 3 3 3 o u nrPa s VA00 r�T EN - _ X 4 rf iy i1�' 3460 39 7y x 58 in 3 3 3 1/a wt%J {{��rr11 3480 39 Ila Y 71 VY 3 3 4 SPACE 110811 STR1► l�pyp mtx¢.Xxxx 144.1V16% 7 10 I 7 9 9 SV.I 3470. 39 7/t x 83 rh 3 3 4 >' 16040¢%xQ xxxx 9{•11 it F.. 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VIEWED FROM f* ERIDR OT.gT11CA: I)XXD XXXX m SwwN 4070 47 rn x a3 rn 3 3 4 n%HEIER t"k p%p AOQR SHOWN J)08011E Btf111D kRi4OtM/Ut AT HEAD JA465 Wf(H_Qt70-516 TEfIPERCB 61841 AY TILER►bI MiR,TvE W"OR APPR"1VM EGL" IM ar OW-51L LT1P3 L. it 23 �p saYc rAutK wm r DUFLY,arn 1w:un Al TUAEtt'8 K I N C O L. . [}.- 4430 51 7tii x 37 r/ni 3 3 E COLCNDIa �ppl1 SE1 tll�l 11l ACA I H[1[IIC STRiP Ail. JACKSONVILLe,' rig i 4438 51 7h%43 in 3 3 ? RE qNS.OO 1{OT CNIIEt OE1TILb N1N AT SAL. ...,... - FLORIDA11V , ; " :"gg I•:: . 4)086 LLAATTEEK OR ECU TOR PCANION 1FiU AROU110 ( g2�S pLD x ROAD Ell Cd CTC to CAULK i sL WNa GLASS 4444 51 r/t x 51•rht 3 3 3 C%TER10R Oi W01D01Y A'l��t�i�TppNER}. w 1\1 1 Y 0 L.1 • JAC1ty011VtItY./tOAmA YA3.41 131/r>1i'�A/A•tCONCRKi iRAHC t=�:••n•�•. IA f T 6 fL10tN5 GLASS bOP9 OhVt;VAYj ,Of1D• •TC'.Qk t'RAR}E� r 4450 Sl lit x 69111 3 3 3 S If E%AOT YlfNODw 9liE %111 L�CiWtT,USE " ""';/+ S - i AAlD % .!:' C+r1n,K ff eNH+G nx t YY t nxn a nv.�n.,. ::�a.:•..,v. r.r .a. 4480 St 1/&$ T1 Pry 3 3 4 ) ANCNOR rTUAMOY G3TED R C i' +' w '1 IG 1cn[v AHtr4ft tTYPa y1s: . ►� :'-:.... INSTALLATION DETAIL WWD f RAHJ nPENI cr3A aeTE aR I 4470 51 va%63 I/A 3 3 4 6) 11 A�In itrCNNE WY PER THE AEOUHIII�HiS ` .�•' '� .. FIN SINGLE HUNG wrNAAV/ M40/50 t H40/50HN - FWSGIlRY OPENUra 1400 b1 7n x 95 Pry 3 3 5 OP AS EI3oa GLASS C IR QIAT a IS , �,.... R QLA1S 19 8140 CAlAtY1E ... 0 h 2 BY WOOD BUCK 910 x 11/9' MINIMUM EMBEDMENT OR (� 3/16' PFH TAPCgNS WITH • 4,563' 1 I/z' MIN, EMBEDMENT (HP) Y HIS SHALL ►asiAlLEp I r AT 10103PR➢IECiEp sr a C99f➢R (ay PER HEAD JAMB pVERNIV�mIHAT THE WE KNEE ik ESE ff CAh I mOW NG 114' GAP MAX, h SQL IS LESS•11110115119(`b In m 1S iNS1Nm lH M111ARE AREAS UK K Mir AND ilk AREA ARE 11140 10 ACCEPi VAI(R IiIFD.IRAIIDII (Insw1no Burg) 750' V9 VAiER mumla VI%RE VhI0 1willRATof Positive o A roved I " +T0 s M t r X . 76 W 91,646 0°°°° 3 ( MATERIALS LIST 1119 W, BISCRIPiION. PWIT NUMB cools o° rar,,. ;> , 0 Wf%1D-Nf A➢JAMB f W-12 114'x 4 /6'HTL,10 11.00 ° ° ', 0 CtpiPRESSION WEATHERSTRIP A t R EWw /4° a �9r,T ,e,,o' o; 1 "4 FIXE➢IHRfSHOLD ,: ,1 81 11/16' °', 0 fy CHANNEL INTERIUR79 5/16 ar EXTERIOR 0 ST E KN 26 a,Lou+,002-,aoo) 1CIII liIHiGIB� 111.: x s MAX Q A ASF FOAM- ➢ENS11Y 2,010 25 Ibilre BOTTOM CHANNEL VId LOCK BLOCK EW-08 r ° 15/16'%79 5(16'HIL 10 Bf V000 L"rK."LL STILE fW=06 141!16'%15116`%79 5116'H1Lr 10 8E Wf�O ® FILERPLATE EV 09 .050 iHfCK PLASTIC 1 fW-l5 ,091 THICK(S1EEl) 1 W800-HINGE JAMB 1114'x 4 9116'H1l. 109E W10 I.` fy 4 Q 010 x 314'WQOD SCREWS 14)SCREWS PER HINGE FRW,S, (2)SCREWS PER HINGE �P SCV�IYBIG' T} O MFRIV I Vi'(1 w(T ppyEDR 'a l gl{(gYtF[Q�gl Q1YtNRP✓ZUJ� r 1.25• ��{u�IH a y f�,aa°m O " tl(0 x 314'F,H,W,S (2)SCREWS PER HINGE fi'.-E� G ® 08 x 2'F.HW,S, 2)AT EACH S1R1KE PLATEx3 ,Y xr s,i PRO a uFlGg 0 IOCKSET WIKSEi ORANO 200 L➢CK MOM 11111. C(11Ri1Y H001FICIAlill[SE areum J0.2 BY Wgg0 BUCK IDIDS N1fSS idll(D,( Kf c u1Y H00lfo JO A �PRSt 4,.� �•, « 'uu1�J11i[d! 1•i"r�u1RJ t r ;' SIC11-UN B411 ITR, 111 1110 x 11/1' MINIMUM EMBEOMENT ORPHU 1r AM 3/I6'"PFH TAPCONS WITH MIN. ` 11121MIN, EMBEDMENT (UP) 9ll(•�f([R�RI � INS �JNG (2) PER HEAD JAMB A �Mf= ,, ;b :: P1111�R(�,NS6616� SHE I!2 DF & V. f DOOR CnNFICURATIONS Ila 66 7r.•nAX is 4 , q_0 r , •NAx ,•NAx MAxtS• • INTERIORNAx IN,MAx• t!•MAXdC. HAx y7 1/E•MAX°/Ax • � WAX MAXe t6MAX17�x 9rtH MAx Ez Maz da 6 1 19 IS-WAX �, 117 vz•nAx •�� .i •'i•;°„`:•'y•+.P•��r'_.:'�{..'• '! ;. ,•MaX ,•MAX +Ir. �• -r -!- _.C: 13•MAX {'MAY A 9rI6• t;(Y" �•. a•MAx •t6 - q ':'�;•, ::,. u „• N.A a'MAX t+• NAx'y r•MAX—•{ MAX .,;=Yvi . 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