Loading...
Laurel Way 1483 0rrT 1 0 ?002 x ro a ¢ N In F- N N L Q C� < N N ca ■ I o z U 01 < O O � o 121 nT P1 AN SCALE: 1" = 201 _ W MAP SHOWING PLOT PLAN OF LOT 3 AS SHOWN ON MAP OF HII DEN PARADISE AS RECORDED IN PLAT RQOK 54, PAGES 97 THROUGH 9713 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, hLURIUA. Dz FOR: SESTCON, INC. BEARING REFERENCE,- BLAIiING StIOWN ON RIGHT--Or WAY UNE HLR REON IS THF SAME AS SHOWN ON THE ABOVE MENTIONED PLAT, 0 � SZ••- CN w � 0 Dz UJ SECTION "H" — ATLANTIC BEACH 1 PLAT BOOM 18, PAGE 34 LOT L 0 T 3 ~~~ ro$JS 01 °1111 "t o r0 55.00 7 4 d"OAKC) — '7W1 ••10' PRIVATE DRAINAGE LdRLi O (7-7) EASEMENT e"LAUREL OAK* q"iJVz ONKP� Q v .— Lv � A #'. '.'._�+•L:r•'Kn}.S.,.rb.r"•✓ iW-t� %7tf%. �. d sl/'� �•��^{"'%.)a1ir�?:F:9iR•�x}7f:t'71,( ,�'. - .. 47• .;,'.}'::':�`5.k?.,;:i�"'.k;c•r.=::..; ^ 1® I I I i�"'t^•cRt1�Y "'�,- 'Y ��, Y�.�,H •.+.�Cc+r,.a�a:�s- � •rs,ksv3.. . •�f,..�l.v � T,r} :p� w }- ..`7 ,..}.. ~:l.3•. ,. 9'r .,N•"'�'1"ff-a*••.;' :r S: 3 ,:rr_r��,r:.' ,.3 '. fi •.j, Vii'. F Q 14"7` _ :[;'.'..••ti=� ::a�, �.Ir, •.t _ ,.vtt'rif. ' .rr• s �. PAI _ .:u .�'>- :rIJ .:M:: •..L' dam', ,vlq .7'• :Y"m J. 'Y.` why '•t•-_ T,�.' .:J:' _ •�a' f �•.. r.] tlu'''"' S. . %' ?�' - - •.'M=" r•,flit' .1, s .c• � n M .�•� .. . Jy a' :tet r .� ..�•..Y.• �; .t'Z:ii�!•iY. t3• t °a ...• fL� '•rS =�.-' hr.,i .r "o•r a .. �• :.t'`�'� rY .er ,i �i[a�:' LL ��.;•.;[ w•�:•..; 1.l .� s�� mss- ,�,�. -s. �',• :;- ..� '�. :-��. �` '�,�.'� 14) ` ,, yrs. yr ,;.• v [ �1-• '� r� k 7- •�5.' i' �'\'s _4i',C�•� -ri'A•'..5..�'H+Y� � .'L1.�•L�.,N - Vr^� "'yy11 "'::cM"' •rtri t�J =� ,'�i _ .%^tw(.,''^• x':47= il• 'f.f... as .f t Ci• T— , d r t,a I - - ;r - 'F: s.4. a_: .. V 7 '• vq PROPOSED DWELLING : ..: :._:• .. r - V J I� �1 FTN FL EL (9.5) wl;� N Q. o Lo 4 1i1� 0 zn 11.3• � �''y a W J � W�� TYPE VI F i ' 20.0' 1 } U�1� TYPE OF CONSTRUCTION: I I� I r-°— 4 BRA . . _. -- a715r5 1 98 5F - I i 1 I cq •• �' T I CONDITIONED SQUAME FEET 15T FLOOR: 002 S F 1 HtCKdRY � , w I CONDITIONED SQUARE FEET 2ND FLOOR. /� r�^-} DATE: SEPT.04,2002 7_S 7,5 t l (D 7 wA ER OAK ��`I `� A'"WArr:.�a bAK I II r�12•'WA10 O K n 1 I UNCONDITIONED SQUARE FEET: 2722 5F , N D1 '11 '11 "W ��� IMPERVIOUS SQUARE FEET: 201 - ON � REQUIKkUAI K APPROXIMATE HEIGHT OF HIGHEST POINT OF ROOF ADOV E FINISHED FLOOD: 55 00 w D USED TO MEET MINIMUM LOADING REQUIREMENTS PER '00 FSC _ 5EC. 1000.1,7: SIMPLE DIAFHRAM w w DESIGN METHD 120 MPH z Cs r LAUREL WAY 5�' R W DASIC WIND SPEED, MPH, (M/5) 1.0 WIND IMPORTANCE FACTOR (L): II DUILDING CATAGORY: [3 ❑ WIND EXFOSUF ALL TYPE "A" DRAINAGE WIND DIRECTION: OPENINGS WILL CSE PROTECTED WITH DSD PER TALE 1000,1,4 OF 2001 FSG SHEET METHOD FOR MEETING WIND DOURNE DE13RIS PROTECTION. + 0R - 018 NATE; Tui l,Dr SHOWN ARCAL APPEARS TO LIE WITHIN EFLOOD RATE THE AFFLICADLE INTERNAL PRESSURE COEFFICIENT: IALS NOT ztlN� X A.4 SCALED FROM THE PLOW INSl1RANCE RATE MAPS, COMMUNITY PANEL �, 12QQZy> -0001D DATED 4 17-89, PREPARED BY: , +� sON AND�iSSOCIAzIES, ivC• DESIGN WIND FRE55URE5 (F5F) USED TO DESIGN COMPONENT AND CLADDING MATE DATE AUGUST 20 2002, PRnP'I='F'SIONAL LANA SURVEYORS REFER TO ENGINEERED DRAWINGS SCALE: I,) = zo' ,A1643 NAL O AVENUE, VENUE,32?D� SPECIFICALLY DESIGNED DY THE REGISTERED DESIGN PROFESSIONAL: Received TrmemAug .21 •— 2: 31PM TY{TICAL FOUNDATION 0 62 SCALE 1/2" = 1 FOOT N vz"DIAMETER GATOR POLTS STUD WALL �j civ N SPACED A5 PER ENGINEER 0 5PEC5. ADDITIONAL EXP. #4 RODS CONT. DOLTS MAY PE NEEDED PER 4'CONC.5LAP Z SHEAR WALL TADLE. W/F1DER MESH 60' � 0 46'MAX-OR 117 CON5ULT 35'6 ENGINEER ;. ''.' ?r=»+:;Y^+,: '';:: 24 16 — N N - 6-MIL V.P.OVER CLEAR WELL s -� COMPACTED TREATED FILL 2d'(W)x 10 (H) T AF4 RODS VERT.ON 48" — ..-. — — ____ ___._ --' —r._.... — — ..___. — .____ ..._._ .� l — — — — ___ — — — — ____ — — _ — ..._ — — T — — — — — — — — — - - -- — — — — — — — — — — — l nW � 1 I- F \ Y `f tel`, CONCRETE ;��.• CENTERS AND AT CORNERS. `�{'` �7 U F00 INC �. __._ — _..._. .` REINFORCED W/ I VERT,RODS SHALL PE �•: "— HOOKED 6"INTO FOOTINGS 003 (2)-#5 RODS DOTTOM AND 12'INTO 5LAD 0I I v I w N CONT. —l _ 7L TOP,FDIZ HORIZ. REINFORCEMENT,U5E 9 ga cc7 o � m HORIZ.JOINT REINFORCEMENT m r rON 16"O.C.(MAX) I I O z 18'6 I I L7 o MAIN HOUSE SLAB I ,; ► 1405 5q f t I I W c6 N I i � N I CONSTRUCTION NOTES: I I a¢j GARAGE I o CONCRETE �4, TO 1) ALL CAST IN PLACE CONCRETE(EXCEPT SLAG ON GRADE.) SHALL HAVE A MIN.OF 300 PS1 COMPRESSIVE STRENGTH I I 1211 AT 25 DAYS. SLA135 ON GRADE MAY DE CONSTRUCTED W/2500 PSI CONCRETE. I '•. LOWER) ( '° 2) FOOTINGS SHALL DEAR GELOW DISTURDED&ORGANIC 501E AND UPON EITHER THE SURFICIAL 501E OR UPON I i x-62 5q f C '✓',"'.".::._ IMFEKVIOUS AREA ( W 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.)DELOW THE 130TTOM OF THE FOOTING. r 3) GEARING MATERIAL: THE.FOOTINGS SHOULD DEAR IN EITHER THE EXISTING FINE SANDY SOILS,WHICH WILL REQUIRE I DRIVEWAY 320 PROPER COMPACTION,OR IN COMPACTED STRUCTURAL FILL. THE 13EAKING LEVEL SOILS,AFTER COMPACTION,SHOULD 6' ',,`r I FRONT WALK 96 22 I O EXHIDIT DENSITIES EQUAL'TO 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM D1557) WALKWAY AREA I f, I REAR I2A f0 160 L ` �- �l) REINFORCING STEEL SHALL GE A5TM A-615 GRADE 60 STEEL COMFORMING TO ACI 301,ACI 348 SOFT15,AGI 318 AND CRSI I ':i'; `%r. :;;�j.,::<`;•..::'.>: a'•:'`•',•;;`.� {'r' <;.•;',: MANUAL OF STANDARD PRACTICE,LATEST EDITIONS. I GARAGE 462 10' o FRONT PORCH 72 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINS SHALL GE LAP SPLICED A MINIMUM OF I 2s I ° O 2s 36 GAR DIAMETER5 OR 24"WHICHEVER 15 GREATER UNLE55 OTHERWISE NOTED. I ,' I REAR LANAI 128 I I 12' 6) THE MINIMUM CONCRETE COVER FOR FOOTINGS SHALL DE in.MIN.FOR REINFORCEMENT. Q I fr I MAIN HOUSE 1q 85 FOOTINGS(TO MAIN REINFORCEMENT............................3 inches F — PATIO sI-.AB AREA � I I q SLAD �-- ON GRADE................................ ........-.-CENTERED ry r I 112 SOFT 7) HORIZONTAL REAM AND FOOTING DAK5 SHALL DE DENT 1'-O"AROUND CORNERS OR CORNER DAK5 WITH 2'-0"LAP SHALL DE PROVIDED. Q 8) CONTRACTOR SHALL PROVIDE SPACERS,CHAIRS,1301- 25TER5,ETC.,NECE55ARY TO SUPPORT REINFORCING STEEL. SII " SUPPORT ITEMS WHICH DEAR ON EXP05ED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR d I I . STAINLESS STEEL. - 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION,UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWING5. © °. f I N X. I LANAI - 4" LOWER 10) ALL CONCRETE WORK SHALL DE IN ACCORDANCE WITH"THE 13UILPING CODE REQUIREMENTS FOR CONCRETE"AGI 316 I I 126 5q ft LATEST EDITION,AND"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR DUILDING5"ACI 301. ° I FRONT hORGH I _ I • p — a - 4" LOWER 9 72 5q, ft1I o — O 7 MASONRY q. .._.... - - ._ -- - ---- - ---- - - .._.-.. — _._. ` - - — __. - - - - - - - - - - - - - ____ — - - - - - - - - I r CONCRET MASONRY UNITS SHALL D AyrM C90-75 HOLLOW LOAD-GEARING CONCRETE MASONRY UNITS TYPE 1 = N GRADE N-1 NORMAL WEIGHT,WITH A MIN.COMPRESSIVE STKENGHT OF 2000 PSI(f'm=1500 PSI). _0 2) MORTAR SHALL CONFORM TO ASTM C270 AND SDE OF TYPE M OR S. U 8' 35'8 u- 64 TOTAL SLAD AREA (s) 3) HORIZONTAL MASONRY JOINTS KEINFORMENT 5HALL GE GALVANIZED TRUSS-TYPE WITH 8"LAP AT ALL SPLICES AND I 2144 5q• ft SPACE AT EVERY OTHER CLOCK COURSE,MAX 16 in.O.C.. --- 52' DATE: SEPT.OAF,2002 w w NOTE } w w UNLESS RULED OTHERWISE 13Yoz (s)Y THE SOIL ENGINEER OR CONSTRUCTION PROFESSIONAL THAT 15 FAMILIAR WITH THE HISTORY OF � p THE SPECIFIC CONSTRUCTION SITE,THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEA5T TWO(2)25 FT.DEEP SOIL � � DORINGS DE PERFORMED AT THE CONSRUCTION SITE FOR THE PURPOSE OF EVALUATING THE DEEP SOIL CONDCTION AND TO SOLE PLATE SHALL DE ANCHORED TO EXPAN51ON JOINT RECE55 5LAD 3/4" INSURE THAT THE SOIL DOES NOT CONTAIN POCKETS OF UNSUITA13LE SOIL(I.E.ORGANIC SOIL,UNCON50LIDATED CLAY,ETC.) GATOR DOLT 5LAP W/V2"DIAMETER GATOR X 1d'WIDE AT THAT MAY CAUSE FUTURE DETRIMENTAL STRUCTURAL SETTLEMENT, DOLT5 SPACED PER SHEET. GARAGE DOOR INTERIOR THICKENED 2 x 4 STUO.C. �_ NEEDEDNAL EXP.DOLTS PER 5HEAR WALL TADLE ON HOWEVER,6 FT.DEEP SOIL DORINGS SHOULD DE PERFORMED TO E5TADLI5H THE DEPTH OF SOIL EXCAVATION AND DACKFILL, AY DE SLAG DETAIL "O.C. ENGINEERS DETAIL ,. " .. . ..',•.:� =••• - .: NUM6ER OF DOR[NGS SHALL GE RECOMMENDED DY THE SOIL ENGINEER. :,:; ,' ::f, ..... ',Y .;,. •, ,. T:.:,'mow •'; ':. Y-6"... IF NO DEEP SOIL DORING INVESTIGATION 15 PERFORMED(I.E.25 FT.DEEP 501L DORINGS)THEN THE UNDERSIGNED ENGINEER A55UMES THE FOLLOWING: (2)-#5 TURN DOWN SLAD DETAIL AT GARAGE r s" SHEET- ROPS THE UNDERSIGNED(I.E.ENGINEER)HAS NO KNOWLEDGE OF ANY 5UD5URFACE SOIL CONDITION REPORT. THUS,ALL FOOTINGS CONTINUOU5 ARE DESIGNED A5 SHALLOW FOOTINGS GEARING ON 501L THAT POSSESSES A MAXIMUM DEARING,PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL,THEN ENGINEER OR UNDERSIGNED SHALL DE NOTIFIED AND POSSIDLE FOOTING DESIGN REVISIONS(I.E.MAT FOUNDATION OR PILE FOUNDATION)MAY HAVE TO GE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. X IFF 62 c9 NERAL CON5TRUCTION NOTES: L Fo WPER ROOM ON FIRST FLOOR 15 'IACCE550LE DATHIROOM11 0 N �- N STOR/\GE UNDER STAIR 5 TO D 1 HOUK CON5TIUCTI:ON" 0 60' 60XED 6AY WINDOW MA5TE1� E3ATH COUNTERTOPS AT �ACKSA FOR GLA556LOGK 1�1' o C °' 1714 5'81'6 �F 11/2 �}-� 6'101/2 10'6 m 6' 7111/8 3'�1 7/1 - 2`l0 - 210— 1`10- .z2'3 1/2 �� �� - NTINUlouS HOUSE0 HAVE GAS FACKAG WI �H MANIA CO T SLOW GAS H OT WATER 5YSTEM. m N L AT 1� �/�NGE AND [313Q ON PATIO WHPLPOOL GASFEEDS TO WATER HE —5'8 Install a RANIA-Continuau5 Flow- Gas hat water heater. Location to �rAs,S..��a.s N 174be determined by 5uperintendenG F= Nr d O F INGLES n n i i R ARCHITECTURAL 5H �'�1/2--- MASTER 2'3„r 2�.J YEAR 4 n MASTER 6ATH oCl0 ET 2'6 = 22' MA5T�1� �D1�M 9'11x105 Q 9'11> 6'6 i rw� � � 551/2 ---� � GARAGE I I v J IRI 14 x 1611 sf KOLUMNA"86'-4• ANDL 1� WITH S�AC�GUAI D�AFRILA COIUMNAORF - -- j{� 07Ess FGRFIXEb 19'x- x 217 < UFGRADE A ( � ��A55 �s.�� DACK5AVER HGT p ® I I - 0z F TER) Y�'I M O ALL __ — _ iv o ii U 611/2 n --510 —ap 11� 9" N T HANDLE HARDWAPE HALL 9) r 13ATH w w PRAWER FULLS AND CAIN � i i 9'x 3'S 55x55 6' T I � 4 yMiy oxwmw wN) ocizxx N nn �- — .-- N n4p inx� r+1M �- 310 •/ �' LAUNDRY a L 6v I �' 57x55 N WINDOW SCHEDULE �IGT F NOOK a KITCHEN WALL NUMI3EK QTY SIZE CODE 0 9'11 x 9' 9'11 x 12'3 W01 1 3030 MARK 50 - WI-iCrE - PSCUR� r -. 281/2 ate-3`11/2 31 _m -- 10' � o W02 8 3060 MARK 50 - WHITE r W03 2 3050 MARK 50 - WHITE in 2'81/2 r'. W04 1 30610 MARK 50- WHITE FIX1. GLASS DINING FIXED GLASS g'4 1/z /"�,�1 �©p ( °�`�'” � W05 1 X026 MAKK 50 - WHITE �T 3 X �2 9 W06 4040 36 8" GLA55 P LOCK - DOOR SCHEDULE 98 611 — —5'9 MIRRORED f3!-PA55 } E TH GKN 55 COPE � �'P02 ER QTY SIZ �'1 6068 13/4 6068 STEEL FK NCH - N MUN'rINS N16070 STEEL PANELED VVVI H LIGHTS 11607013/4 2' I 2068 13/8 6 - PANEL INTERIOR PD GREAT ROOM N 2868 13/8 6 - PANEL INTERIOR PD ao6 D04 'I up INTERIOR 14'6 x 21'8 - W D05 3 2868 13/8 6 - PANEL IN SCREENED - 2'81/2 - 3'2 - - x'71/2 D06 1 4068 13/8 MIRROKED �I-PASS DOORS 3�0 �r� CSS 5768 6- PANEL STEEL W/ 2 - 12;" SIDELIGHTS LANAI - NO VENTLE55 GA5 36" ISO GH D07 FIREPLACE 6- PANEL STEEL - DOUbLE BORED o o KNEEWALL 7'11 X7'10 D08 1 2868 1 3/4 ENTRY — D09 2 2068 13/8 6 - PANEL INTERIOR. 146 x 76 7'10 x 1211 (' LO o 64 DATE: SEPT.04,2002 LIVING AREA , 4 6'4 1490 5q f t � 22'A� 13 r� - W w 54' W � tY z Cs r SHEET K-63 La Vel Way x cv N N O z C) N LL CD �- Ch v (sj C6 U Q Q Cs z 1U-- Q 26'a 9'111/2 LU 20' N LIVING AREA 17111/2 602 5a ft 4' 12' 4' �W N DOOR SCI-IEDUL.E -------_ ._ s (s)__� --- --.---.�.____ CLOSET C�l NUMBER QTYS[ZE TI-i CKNESS CSE MASTER BDRM 6'x 77 DD1 - 2 2068 13%8 6 w PANEL INTERIOR N 107 x 20' m 002 4 2668 13/8 6 - PANEL INTERIOR 003 1 8068 15/8 5 - PANEL BI-PASS MIRROR DOOR W w 0 C�\ \ oz WINDOW SCHEDULE N BATH 5-SHELVES CLOSET a 0 ` MER QTY S ZE GSE 15 U 11 95 x 7 W01 3050 MRK 50 - WHITE 2 _ - �. � � fir-- __.► W02 1 3040 HALL p Ldfl 7,5 ZCf19 W03 1 3030 MARK 50 - WHITE - OPSCURE 411/2--1 7'9.x 95 ° I T N 0 w �o [3EDf\00M O 11'3 x 12'9 x o o oz i- I �--- � � I N MIRRORED 61-PASS r --J 7— I I -� z w 11' 3110 201/2 1111/2 2' DATE: SEPT.O4,2002 w 161-3 • w w DZ z o J_ J � 5HEET Lau\e I JaY X 62 z O � a � < � CU s c6 LL Z � LD U o m w m S N z O _ _ _ _ � __ � _ _ _ _ _ _ � � - - ._._ ..-. - _._. - ._.. - _.._. - - - - - T ._._ - - - _.. _.._ _.... -LIVING /AREA - ._._ - _. ._._ - - - - - - FULLY SLOFED 8' FLAT CEILING I� CEILING OVER 602 5� �� UNDER FLOOR TUP _ _. _ _ _ i _.Y._ - _ - _..._ _ - _ - _jr_ ._..._ _ - __ __ _... _ j CATHEDRAL CEILING 0 FLAT CEILING I DESIGNED FOR I W i LIGHT ATTIC CLOSET I MAS>~ER BDRM STORAGE � < CATHEDRAL / \ CEILING I // /, / I CATFIEPRAL CEILING I I L _ - - _. - _. � � I / i I I Z O I► I HALL 12 I I CATHEDRAL CEILING STARTS FROM EXTERIGR WALL o THEN,AT PEAK - FLATTENS OUT- FOR SECOND FLOOR BEDROOM \ I \ , CEILING o lil I � o a CATHEDRAL CEILING vers)I - 1 >2 _ ( ROOF IS AN 8:12 PITCH, UNLESS \ i I OTHERWISE SFECIFIED. ALL INTERIOR W L - - - - - - -- - - - ._ - _.._ - - - � - �/- - - -- • -- - - - - --- -- f2ITCHESARE TODEMAXIMIZED. I CATHEDRAL CEILING // _ / I GARAGE TRUSSES TO BE DESIGNED / / I /'__ _CATHEDRAL CEILING FOR LIGHT STORAGE. FLOOR CATHEDRAL CEILING \ FROM FOYER OVER f ORCH TRUSSES TO BE CAREFULLY - ti I ' THROUGH REAR \ I ENGINEERED 50 AS TO ACCOMODATE / WALL. \ I A/C 5UFPLY AND RETURNS I ORIGINATING IN GARAGE. / DATE: SEPT.04,2002 w w � o z o J J � SHEET � �3 Lau\el Waq R, O U- � c7n GENERAL NOTE: G SERVICE SIZE: 200 AMID ARC FAULT PROTECTION IN N 13EDROOMS z ELECTRICAL LEGEND> ELECTRIC 1�ANEL _ N YMPOL DE�CRIf TION aoxEa DAY w►Naow � � (z) S:S FOR GLA55 BLOCK < METER SOCKET N � PANEL13OX CEILING FAN W/LIGHT WHIRLPOOL /\ O D ° Cm Install a RANIA-Continuou5 Flow- r ' Gag hot water heater. Location to be determined by Superintendent FLUORESCENT LIGHT FIXTURE GFci-iN 6MZ0fT.AL CLOSET d A51 LK I / Mn51 kK BATH 1p < MASTER 131)RM u I I Dz 110V CEILING LIGHT FIXTURE x KNEEwuL-ZW GARAGE I / I 1 O F - I 110V RECE5SE0 LIGHT FIXTURE OFEMNGFIXED GLA55 COLUMN E C 110V EAVE LIGHT FIXTURE ALL 6ACK5AVER HGT -'c - ILu Oo ° FI I O 110V GHANDIILIER LIGHT FIXTURE I I 0z /. 110V WALL L.AGM'FIXTURE � HALL C� ?��'- 6ATH �/ I I Cn N — � _ ' / O -�- SINGLE P09LE SWI-r :� CH n 11 -{ s THREE WA`,Y SWITCH i f ~a { }4 FOUR WAY'SWITCH I \ I / LAUNDRY L -- - — - --- - / -{f:1-a DIMMER 54WITCH ' µ NOOK i KITCHEN FULL LLHGTWLJ 0z �\ 4� ou-raooR 5;w1TCH C)� � ` / O 11oV PUPLE:x RECEPTACLE / - \ �( j l� „ 110V PUP'LEX RECEPTACLE / \ PINING GROUNP,FAULT INTERUPTED Maw F_ - ., 110V OUPI'LEX RECEPTACLE ' W/WEATFHERPROOF COVER .pd . iO�O / 110VFL0OFR MOUNTED ❑ O DUPLEX R,ECEf'(ACLE / 4 U- 240V RECEEPTACLE �Y / Q TELEPHONIIE JACKS -[rv] TELEV15I0)N JACKS / 3 GREAT ROOM —up-- DzDz �] POOR 13ELLL PUSH BUTTON G P /%SCREENED J THERM05)TAT LANAI - NO NO VEMTE55 GAS 56" , \ T PORCH � U KNEEWALL '� -� FIREPLACE so SMOKE t)PETECTOR ENTRY ® EXHAU5Tr FAN POOR GHPIME w N PNFE: 51EFT.o ,2002 n FIRE ALAhRM PANEL ❑ (W Q COMPUTTER POINT DIVING AREA w w 1498 50[ ft < o m ❑ 'vXi SHEET X (0 U ¢ N 62 z ao N ?- S- Cn J C,w 0 v � o m m Z z OC) � sa !O- Q LIVING AREA 602 5q ft - �E7:CLOSET CE MASTER I31)RM < d LFw 9 2s i O C� 5-9HFLVE5 PATI-I CL05EF � HALL ' I\ GFC� a 5 7 I 3 LZ uj � CE U °o DEPROOM O o w w o C O w CE LL ! I U o w U � J U w cs� DATE: SE.f T.off-,2002 i w �i w z o � m SHEET 5 A mss Lavut � Wav X FRONTN z 0 N c� Cs w cid _ -1 03 Q O EH Q)LLJ M FIE] N W C5� O U W Cs OZ REAR � II Z � O � W � U w � DATE: SEPT,04,2002 W W � W w ® (s CsQ � m -- SHEET I _ JC cn v O � 62 Lq ] QIJ It 3• z I I _ w - 60' a — __ _— _�— 2116 - -- __�— — --- _ N 35'6 N Q„ Cis y 11 17 Q) cfl i < s °' f � Q O MAIN HOUSE SLAB L W V" c6 1485 561 f r iz GARAGE I I o I _; 4f, TO 1211 I I 1 � I.�-I -.•-� V��. q LOWER) I I x-62 5Gj f t �l FVIOUS AREA - ' I (S) "::: I DRIVEWAY 520 FRONT WALK 96 22 6 I REAR NATIO 160 WALKWAY AREA I ► — - — - - -- — — y 1f 48 SOFT _ _ — — o 462 � �_____ __ ._-- - —� _._.. �...,_ .._.._ ....10..,r.. .,�__.. _...J; r — � � � [� GARAGE o I I X41.. FRONT FORCH 72 F' ° a � REAR LANAI 128 MAIN HOUSE 1485 if I FATIO SLAB AREA. r = 112SOFT of I I 2 LANAI 4" LOWER 126 5G( Fe ' �i �; ' FRONT PORCH 4" 0WER 772 5(1 fI l, f I _ 1 TOTAL aP AREA LE 2148 52' NOTE; UNLESS RULED OTHERWISE.BY THE SOIL ENGINEER OR CONSTRUCTION PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION SITE,THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO(2)25 FT.DEEP SOIL PORINGS DE PERFORMED AT THE CONSRUCTION 51TE FOR THE PURPOSE OF EYALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL(I.E.ORGANIC SOIL,UNCONSOLIDATED CLAY,ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL STRUCTURAL SETTLEMENT. HOWEVER.6 FT,DEEP SOIL BORINGS SHOULD BE PERFORMED.TO ESTABLISH THE DEPTH OF SOIL EXCAVATION AND BACKFILL. NUMBER OF BORINGS SHALL DE RECOMMENDED DY THE SOIL ENGINEER. CAD F'ILE NAME IF NO DEEP SOIL 60RING INVESTIGATION 15 PERFORMED(I.E.25 FT.DEEP SOIL BORINGS)THEN THE UNDERSIGNED ENGINEER LOA A 55UME5"CHE FOLLOWING: � - "3 THE UNDERSIGNED(LE.ENGINEER)HAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL CONDITION REPORT: THUS,ALL FOOTINGS g ' �� ����� �' 9 FLORIDA 1', /"� DRAWING Nq. ARE DESIGNED AS SHALLOW FOOTING5 BEARING ON SOIL THAT P055ES5ES A MAXIMUM BEARING PRESSURE OF 2000 P5F. BY. APPROVED BY: IF CONTRACTOR FOUND ANY DIFFERING CONDCf10N5 EITHER THROUGH SOIL REPORT OR SOIL REMOVAL.THEN ENGINEER OR Louis a6 �P SHEET No, UNDER5IGNED SHALL 13E NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS(I.E.MAT FOUNDATION OR PILE FOUNDATION)MAY APPROVED 6Y: LJG HAVE TO 6E IMPLEMENTED PRIOR-f0 COMMENCING WITH FOOTINGS WORK. Dnp: `Q��� 9610�Braken fJakBC'vd. SCALE: AS NOT' c D .7a;�, T-132257 101 U 071 -7 OF _---m------ ---�ik "S C H CDU L.E 'A JII y ROOr TRUSSES STRAPPING SCHEDULE TO SOP PLATE Cafwy- &Lt:lyis�a� .r+p I� OF BEARING 'MALLS (PRE--E EERED -� NMN FRAMING) SHEAR TABLE FOR WALLS FRAMING TRUSS No. OR UPLiFT TRUSS TO TOP FLOOR) I \ I I DESIGNATION IO$ PLATE OR TO STUD THE SHEAR 'HALLS TABLE WAS ESTABLISHEd ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE ( ) TOP PLATES TO FOOTINGS NOTED IN THE TAQLE: ). _ 1 _ g 'HOOD SHEATINC TO STUDS NAILING SHALL BE Bd COMMON NAILS. l Len x — 1 — — ) GYP. BOARD TO STUDS NAILING SHALL 5.d_&_6.dCOLLE[{.pJA1L5_FOErI 2 Pc--S 8—THICK BOARD / p I ALL TRUSS ENDS R / / ' ` �� I -SII �-�l • ( C) SOLEPPLgTE�CONCRETE SLAB ANCHORS SHALL BE 1 w I1fJ 1 51M SON /2`dx 10" LONG "J-BOLTS" (A307 STEEL) FOR EXTERIOR WALLS -- �� r / ED A5 OR 1/2"d x 7"' ADHESIVE ANCHOR BOLTS FOR UJTERIOR 'HALLS. s„ r — _G I I EXCEPT ONES 0--1.155 C 11 S 1 2"�S GATCR HOLTS SPACED--- } �t7,, ' t• '.Yi 0� g _;� .. ; s ---- ---I OUTLINED aF1QW - SHOWN ON SHEET i I $' REQ'D• SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR Oq.B5/CZi DESIGPlA710N SFIEATHING DOU6L� SHEATHING NAIL SPACING ANCHOR SPACING f ! A 5 � 'ISG--j�3 (Z) Ng "51M�SoN/ G,.►QS j 1/ A / D I7, >< 2"0 GATOR BOLTS SPACED AS 116" OSE? SINGLE 6" / 12" 60- O.C. SHOWN ON SHEET # (BLocKED) rl -- RA co7�.b ► Ta? t A d i $ 20( ; " (� © 7/16" OSB SINGLE r � C - "e- UJ , 60 c J I ui� OTE (BLOCKED) #" / 12" 60" O.C. 7/16- OSB SINGLE 3" / 12" 36` O.C. :k=1c I (2)Mrs 7,0 " $1MPSON" (ONE) I/2'� GATOR BOLT LOCATED WITHIN Re' _ Sow e', 1-76H — 7,000 &ACH tvA14�9 6" OF CENTERLINE OF TRUSS BEARING 1 •1 �+I I���� 7/15•' OSl9 SINGLE 2" / 12" :1c 10 d x l I N A 11.5 (BLOCKED) 24" O.C. A3 k NAIL PANEL EDGES ONTO DOUBLE STUDS. l A3 F-POYY GROUTED BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOL( SPACING, ADDITIONAL NOTES. HOL99oWrl 1 v �/ 1 Ili �• 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE � � BOLTED PER DETAIL_ ••B" ON SHEET Nits9 9� „ I r — �•+ - k = SEE TRUSS ENGINEERING BYxj% INE c'OK TRUSS DESIGNATION. 2) /ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SF m Try Bc BOLTED PER , 54; c TALL - : Gc.:;L E EZT R 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN OM SCHEDULE "A" ON SHEET # a - STRAPPING WILL BE ADEQUATE TO RESIST SHEAR II ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. FORCES f I )HAVE BEEN THE LE SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS 1 I:s� 2�Z•.�S��) y C 2'J L 1 CED BY 18% TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR 'NALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPPINGS THAT CD CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR WALL HOLDDOWNS AND TO STUDS OF I FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR fFIE SAME REASON MENTIONED ABOVE. j I ! _ 5) FOR LOCATIONS CLOUDED AS (D• INDICATE LOCATIONS WHERE 'HOOD POSTS SHALL BE STRAPPED 1 F AT TOP & BOTTOM AS SHOWN ON DETAIL "A' ON SHEET *q _... _...__._ ... I nCRT-JOONS Lo JI 9 AS 500LL 19C sr—A RnPP�� ,I / Ij M1 ISG 1) AAp ��,+ 7-7I �I ��ry 4 �' ) s H R w ,. 114 II I g r� O is 1 �BC�C� S�Ru GAG l��I�CJ R SHEAR WALLS FRAMING ,. 1 I' PSR SErl�►I. " P" o F ss+EEr # C1 . TABLE FOR i SECOND FLOOR) THE FOLLOWING CRITERIA THE OTHERWISE - THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING Ill S 1 NOTED IN THE TABLE a A) WOOD SHEATING TO STUDS NAILING SHALT. BE 8d COMMON NAILS. 11 ! 1 t B) GYP. BOARD TO STUDS NAILING SHALL f3E 5d & 6d COLLER NAILS FOR 1/2" do 5/8" THICK BOAF S OR W SCREWS FOR EITHER BOARD THICKNESS. RESPECTIVELY OR 1-1/4" TYPEW. #6 i -- I I: rig � •— ���� f I � �� i j � ,I I _ REQ'D- SINGLE OR SHEATHING TO STUDS I SHEATHING NAIL SPACING �y I DESIGNATION SHEATHING DOUBLE � . ( Y � • � t� J 0 7/16" 05A SINGLE 6" / 12" I (BLOCKED) ® 7/16" OSB SINGLE 4" / 12" J III, `..._ WIND-BORNE D TABLE 1606.1.4 { 7 DEBRIS PROTECTION FASTENING SCHEDULE (BLOCKED) FOR'WOOD S"fRUCTURAL PAN C 7/I(o'"ds$ SINGLE 3%12 ELS FASTENER P,I.001LE9) TYPE FASTENER S;7ACING(in.)1.2 Panel Span:5 2 ft 2 It a Panel Span 4 It<Panel Span 6 ft<Panel Span ADDITIONAL NOTES: 51M SON", FLOOR f> 1) FOR LOCATIONS CLOUDED AS 6 j. USE (ONE) MODEL N0. TSTA 83�► P _ A q f r 6 ft TO FLOOR TENSION TIE. -._•--°`'�. 2 1/2#6 Wood Screw3 1B c 8 ft 16 l2 � 2 1/2#81�/aed 5crews3 16 16 16 2) FOR LOCATIONS CLOUDED AS 4 7 /. USE (Two) MoT>EL NO- LSTA636,"51t4pSop,) , FLOOR Y --- TO FLOOR TENSION TlE t � Double-Headed Nails`J 12 12 6 4 3 i S1 I 3) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR, WHERE WALLS ARE A CONTINUATION E 51: 1 inch�25.4 mm,l foot=305 mm OF GROUND FLOOR WALLS, MAY BE BOLTED PER DETAIL "I" ON SHEET # 9 � ! �� � � �, Norex I~ 1. This table is based on a maximum winds speed d of 130 mph(58 ms)and mean roof height of 33 feet(lU m)or less- 7,0, 2. Fasteners shall be installed at opposing ends of the wood structural panel. N C E D E "Slnn 5 b N" _ 3. Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors having 4) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALT. BE MD�EL. Q• P • SPACED ON 32" O.C. ® BOTTOM rRrJ�? (}LSt7 ref p41 E� ® TOP PER DETAIL �' ON NEXT S T 'INHERE SECOND FLOOR WALLS ARE SUPPORTED BY FLOOR GIRDERS AND ARE N.� A CONTINUATION � � 'j ity of,1901b(2 180 kN). a a minimum withdrawal capac- OF FIRST FLOOR WALLS. EXTERIOR WALL OPENINGS MAY BE STRAPPED PER DETAIL "K" ON N�.xr SHEET• � - `��` `s 4. Nails shall be 10d common or 12d box double-headed nails. OAj �) r°1 s FLORIDA BUILDING CODE—BUILDING I N I C Cq/ ucajFlo#_ / &, ra F Loo Ir 16 eoqv�-- CAD FILE NAME 07F p ATL{ s1�T1G-. t , FLORIDA DRAWING NO. DRAWN-- B-- APPROVED BY: APPROVED BY; LJG Gours9 �adne rpt DATE: 9610 Broken OakB&d SHEET N 0� l0/0� SCALE: AS NOTED Sax, g7132257 1 /IZ/OL OF D I I I . Il � W. .. .T.;... .., .. Kvur IROS �-.....� ._. ... . 8d NAILS ROOF SHEATH,NC rwllvv2. Wind Loads „ L,� II IE. o,_nC.LruL_L �rTuwly Flrluvt Uk5 NOT I Three Second Gust Wind Velocity Per PBC-2001...-.....120 v 4• O.C. „ , „ " X BQ7rOW CHORD 4)-12d NAILS APPLY. 8 -0 THRU 9 -10 2x4 16 Mph, „ X r OF TRUWS (TTP) (2)-t2d kaLs p , ( (Importance Factor)=1.0, Wind Exposure -F3 , Category II Building X (Tw) TOP CHORD 1O'-0" THRU 14'-0" 2x6 16" I CCPi=(+)Or(-)0.18 ( Enclosed Building). X - - - X (4)-12d NAILS CA8LE TRUSS X ((� 14'-1" THRU 18'-6" 2x8 16° 3 . Components & Cladding Design Pressures X 2x+4 SCABS LAID FLAT ® 24' tl.C. (7?2d NAILS (MAX.) (( Roof(Anywhere)= -50.1 Psf, x-23.7 Psf � sa. Mnxx 'Lx4 SCABS LAID 19'•--0" THRU 22'--0" 2x8 12" Walls ; Zone "5" is within 3•6ft. of corners, Zon, "4" is Anywhere Else FLAT As SHOWN cewNa Zone Effective Wind Area ( sq. ft.) Pressure T� TDP PLATES .NT�iIDR SHEAR WALL INTERIOR SNEAN WALL CEILING ACJA 807rOtA CHORD GENERAL STRUCTURAL NOTES: 2X1D 12' 4 10.0 25.9 -28.1 PLAN �sEvr TC PLATES ELEv�TIon vl w 4 20.0 24.7 -25.9 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 4 50.0 23.2 -25.4 CASE a INTERIOR SHEARWALL TO ROOF' CONNECTION REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF 4 I 100.0 22.0 -24.2 CS2o;" w 1/2"0 GATOR BOLT 51/�I PSON � PRE ENCINEEREO FRAMING (TRUSS FALLS ON ONE slbE ot= WALL CONSTRUCTION AND OCCUPANCY, ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE 5 10.0 25.9 -34.7 �'� PER SHEET #8 alT.s.7 5 20.) 24.7 ^32.4 'TOP PLATESl,tli ir'ALL ROOF SHEATHING WITH ALL APPLICABLE CODES AND REGULATIONS. 8d NAILS 5 50.0 23.2 -•29.3 ;)p,2d NAILS (z�j2d NAILS V 4' O.O' 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 5 100.0 22.0 -26.9 ll (( IO COMMENCING WORK. * 24• MAX FLAT SCABS 2oC. TDP CHORD plus and minus signs indicate acting toward and away frorn the building (MAX.) surfaces, "� 3) CONTRACTOR SHALL SUPPLY LOCATE AND BUILD INTO THE WORK ALL INSERTS ANCHORS - - P) 1Kuss -- BLOCHINO _ - (4)-?2d NAILS ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE "D" X z)-Izd NAILS l 2)-12d NAwS BE REQUIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. x FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLO S FOR ALL LOAD BEARING WALLS x - � ) � °> h) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT 13E USED OR (EXCEPT. AS OTHERWISE NOTED ON THE DRAWIN S) xk,P REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. x OF Tqussss 2X4SCABS� ._ _ new BDTTOA!aioRo .._. 84TTOM•CHOW .. -� OPENING WIDTH IN FEET X (MAX) p,PRp SHEAWALL R Tes „ , „ „ „ !'..' ; ...,.. ,. .,,:; r' , ,• ..•. PLAN VIEW 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS .ARE INTENDED TO BE TYPICAL AND UP TO 3 -0 3-1 THRU 6-O 6'-1" THRU 10 -•0 x ELEVATION vlt=w SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK X ! CASE I - INTER)OR sIARWALL TO ROOF CONNECTION EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. LINTEL * (3)--2x8's (3)-2x1O'9 (3)-2x12's UPPORT GIRDER PRE ENGINEERD FRM" (WALL I5 KTWEEN TWO TRUSSES) EXTERIOR WALL OPENINGS ��r�« « P "� INr� R ; swlvR 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE, FOUNDATIONS WERE DESIGNED JAMB ** USE TWO (2) STUDS OF THE SAME SIZE AS ESE OF THE WALL BEING CONSIDERED FORA 2000 PSF SOIL (SEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING _ EXTERIOR WALL OPENINGS K STRAPPING ® TOP & BOTTOM EXCEPT AT '��� ��ACtN QN.�:s,� CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK, * T TTWO HE .T2) P�3)SPL WITH AM 2" LPLYWOOD O FILLER MAY BE USED INSTEAD OF STRAPPING C� TOP & BOTTOM GARAGE DOOR & OTHER LOCATIONS SHOWN ( ON SHEET #8 OF THE DRAWINGS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY -fQ DETERMINE ERECTION PROCEDURE AND � STUBS FIALL BE CONTINUOUS FROM TOP PLA-EES TO SOLI; PLATES. (WT'S') <N,T,S,) -•- (�llv1 JOIST 01� ;?i r,t,� SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING ERECTION. CONSTRUCTION NOTES; - - yuW -X �_t -- -� -- - - - ROOF TRUSS NOT ROOF' TRUSS 7114, 05& ofR '/2:' QLYW00� 01.1 �� X PREENGINEERED ROOF TRUSSES NAIL. w -"- -x- - ------� CONCRETE: SHOWN FOR CLARITY Via" OF _Cmt, SIiv (�E e2 S C tg 0I 1, " X 1) ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI I �'� TOP PLATES GATOR NUT T x COMPRESSIVE STRENGTH AT 2.8 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE, I ���•� �- S��11 I" �:I I i : z 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON Ell THE SURFICIAL SAIL OR UPON I i� • x 3"x 3"x 1/8" STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM I .� �' �. • _ GATOR WASI--!E:'N _- DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 It.) BELOW THE BOTTOM OF THE FOOTING. �' �. �{;'� I Nt 50fV, T{�f+�5 J1 r V• HURRICANE STRAPPING PER POST STRA_PPIkIG (61 BEARING MAIERAIL; THE FOOTINGS SHOULD ff..;AR IN EITHER THE EXISTING FINE SANDY SOILS, I - � � 32" Q.C. � „ „ W � - . �`rYHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING .�' ` ��i� BCH. A ON SHEET 8 --TOP PLATE: Cld,'FTS.; LEVE(_ SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED �; .�'i' 01� 4','ALL S - PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) 4) REINFORCING STEEL SHALL BE ASTM A--615 GRADE 60 STEEL CONFORMING TO ACI 301, _ 1/2"0 GATOR BOLT 1� L X ` 0A' ;A A POST ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. �' .* PER SHEET _1__ ___ 1�,U ` flr) " 5 ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE 1/2"� GATOR BOLT, �✓�(`a 'eiC1+` p� LAP SPLICED A MIN, 0f 36 BAF DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS P PER SHEET {/$ tDRILL, 6" hlb CoveAeTc OTHERWISE NOTED. SPPACE ® 32" O.C. (MANX,) I ----•--_ � - t ------- �:�k-1��1�. ��•�• 6) THEFOOTINGS MIN. CONCRETE COVER NFQRC FOOTINGS SHALL BE finches IN' FOR REINFORCEMENT. I � GATOR COUf�LER � 6" � POST S1 RAPN ITNG C<T� (3() I I ( ) SLAB ON GRADE. .......................CENTERED -_ �• DE-1-AIL I r � � r r f 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'--0" AROUND CORNERS OR I C O R N L.R V L..-1-AIL (� _-P 0`-�T `-�1_R A f_D I W)I Ind ( � CORNER BARS WITH 2'--0" LAP SHALL BE PROVIDED, -. //16 056 N,19 tL � - _-...-.... .. SHOTE PLATE 4 (N.T,S,) IOP & DO IOM �' --.1fi ' . LTf1lL 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT _ _ I,•i• S. REINFORCING STEEL. SUPPORT ITEMS 4�IHICI-I BEAR ON EXPOSED CONCRETE SURFACES , - 7lTF'4.� O� �t1t'G�' ---_..-._.�.•�.__.�.-__.�I�.�..�-,_.....•,. SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL, .�UPPOR-(" BEAM OR - 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR .1 DER PER SHEET //8 ` EXTERIOR WALL OPENINGS � DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED I ! OTHERWISE ON THE STRUCTURAL DRAWINGS, I F _ DETAIL STRAPPING ® TOr' & BOTTOM i 1/2"0 GATOR L90LT GATOR � 1 D) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS _ __•_ - __ (N.T,S,) PER SHEET //8 t�A TO R BOLT SYSTEM FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE i --^-- _ FOR BUILDINGS" ACI 301, STUD TO STUD STRAPPINGGATOR COUPLER INSTALLATION INSTRUCTIONS (N.T.S.) MASONRY M........L. -- - -^ w w --,-.----.-�--. 1) DETERMINE THE STARTING POINT AND MAf7{< EITHER 11;£ 1 CONCRETE MASONRY UNITS SHALL BE ASTM C90-•75 HOLLOW LOAD-BEARING CONCRETE 1/2"0 GATOR BOLTS SFPACED I / I 1 � GATOR BOLTS SPACED EXPANSION JOINT � FORA BOARD BOL"( LOCATIONS PRIOR, •(�0 COItICRETE. FOUR PE SHEET # _ IF "J-BOLTS" ARE USED OR BOLT" LOCATIONS DIRECTLY PER SHEET i1$ AD7DITI NAJR D WALL EX I. BOLTS MAY BE NEEDED PER I RECESS SLAB :S 4'x 10" WIDE ON ,THE HARDENED CONCRETE IF L.PDXY ANCHOR BOLTS MASONRY UNITS, TYPE 1, GRADE N--1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH EXP. BOLTS MAY BE NIEEDED PER I / � ' ODS CON f. AT GARAGE DOOR OF 2-_000 PSI ( f ' m = 1500 PSI ). SHEAR 'HALL TABLE ONV SHEET4" CONC. SLAB W/6x6x10/10 W.W.F. I SHEAR WALL TABLE ON SHEET //g I 6x6x10/1U W.W.F. EPDXY GROUT - I� ARE USED, 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. a 2) CORNER LOCATIONS SHALL LSE PER DETAIL "L" ON fI IIS 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH rI STUD WALL EEIF �,ry y SHEET. 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in, O.C.. _ 3 INSTALL COUPLEi�S, "A'ASHERS & NOTS WHERE REQUIRED MIL. V.B. OVER CLEAN, 6x6x1O/10 W.WF, I A a III ) _ ! =__ PER DETAIL J ON 1i11S SHEET AND I'EI� MANUFAC IUI;EFZ W00�FRAMING ELL COMPA.,TED TREATED FILL � � - 2 5 CONT. HOOKED r O CONGRE'fE FOOTING - r & TIED AT CORNERS RECOMMENDATIONS. 1 ALL, WOOD FRAMING SHALL BE SYP "2 AND INSTALLED PER AITC AND TPI AND NATIONAL I �� #4 RODS VERT. ON 48" O.C. & AT CORNERS. ° . 12' -wl MIN, 18" DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, .M VERT. RODS SHALL BE HOOKED 6° INTO - _ • ' '=�I I I� FOOTINGS Q BOTTOM AND 12" IN10 SLAB N ' ' 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE IHE FOLLOWING MIN. DESIGN VALUES: ��� ':I' � I I I�- .'' � (2)- �/5 CONT. HOOKED I TURN DOWN SLAB DETAIL BOLT RUN DETAIL (TYPI - III=1 I I• _ @ TOP. FIOR HORIZ, REINFORCEMENT, USE I :. �I�I ; � & TIED AT CORNERS SAWN LUMBER LAM, VENEER LUMBER �I I I-� I. _ I I II I I I I I I 9 a HORIZ. JOINT REINFORCEMENT I �� MIN, 18" I GARAGE (N,r.s,) -0 Fb = 1120 PSI Fb = 2,600 PSI I --•I ON 16 O,C, (MAX.) Fv -- 90 PSI Fv - 285 PSI Fcl -- 565 PSI E - 1,900,000 PSI >F - 48" (MAX.) OR i.` '� I I� '. I 2G" Fc = 1,455 PSI CONSULT ENGINEER E = 1,600,000 PSI TURN DOWN SLAB DETAIL I 3) ROOF & WALL SHEATHING SHALL 13E 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, 20"(W)x 10"(H) CONCRETE FOOTING I BETCEE NG UTRIG 2X4 BLOCKING ® SHEATHING JOINT 2x4 OUTRIGGERBETIti'EEN OUTRIGGERS SPAN RATED AS SHOWN ON THE DRAWINGS, REINFORCED W/(2)�//5 RODS CANT. I EXCEPT GARAGE I 4" FROM GABLE END 0 48" O.C. - HURRICANE CLIP H--2.S 4) AEI_ WOOD MEMBERS EXPOSED fO WEATF{ER OR IN CONTACTED WITH MASONRY, CONCRETE i T �� �- -- --- - -- -- L- --- -- - -- - 7/16" STRUCTURAL ROOF SHEATHING U--HANGER ! OR EQUAL @ 48" O.C. CONT. 2x4 SCAB FROM TOP TO BOTTOM CHORD TO SERVE AS NAILER` 2x4 BARGE RAFTER CONT, FOR X-B.,RACING 0 8' O.C. `� TYPICAL FOUNDATION DETAIL 6x6X10/1O W.W.F. =K-- _ -PROV�I)< I;I I;' I ,,,, A00 Lbs OR SAIL SHALL BE PRESSURE-TREATED, - I I x -SHINGLE STRIP BOTTOM CHOf�p OF COMMON \ OF LAILN,'1,L 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH -- - ---.,.._. I d +,. RUSSE APPLICATION. FASTENING SUBJECT TO r,1DISrURE SHALL BE FIOT-DIPPED GALVANIZED TO ASTM H�a�lrr5 pa sheat roof Viers _ F S C9 24" O,C. FASCIA Per sheet N$ . L-�,:- °' -I I I I �� OUt�I CHOPD OF rrf��l l~ A--153--80. truss W 12d NAILS © 8" O.C. ° I I I 2x4 X BfZACING I / N' FF?rJ i as154"sEMCo•, I (2)•-{/5 RODS CONT, 0 8'-0 O.C. TOP CHORD OF CABLE END v 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A,I,S,C. SPECIFICATIONS. STRAP (:5) 12d NAILS , FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A--153-80, " ' I I , 1TZUSS DROP 3--1/2" '`� � �a6 70 PlOTc " 2x4 SCAB CONT, TOP T'0 I 2'--0" 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. 20 ga. 24" Tong BOTTOM CHORD Q 8 ft. � MAX. twisted Swan- INTERIOR STEP DOWN DETAIL FROM GABLE I I oDPENING 8' GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 INSTEAD OF SYP f/2. UDS --- -- ` CONT. 2x4 SCAB FROM 'FOP 1'0 GAT)R BOLT --- SOLE PLATE SHALL BE I �_ ^BOTTOM CHORD Ccs X--BRACING --`Lx4 E3LUCiUf�'c; r<<l .18" ANCHORED TO SLAB W/ 2x4 SCAB IF VERT �� I I (PROVIDE ADDITIONAL 2x4's AT GABLE. END 1RU'' AWD - 'B" 2x4 ST DS 1/2"0 GATOR BOLTS SPACED WEB IS NOT PRESENT I I VERTICAL IF HIGHER THAN 48" COMMON '(RU";7 rr rr� i „ r I �, �, SCHEDULE B - MISCELLANEOUS FASTENING SCHEDULE c� 16 .G• PER SHEET � f3 ADDITIONAL I � TO FORM AN L SHAPE) t` CONT'. 2x4x8'#2 SYP, LATER-IL 4 OGATIIR HOLT EXP. BOLTS MAY BE NEEDED PER (3) 12d NAILS (TYP) I ( BRACE @ x�w 0.0. CONNECTION FASTENER NUMBER OR SPACING 6x6x10/10 W.W.F. � SHEAR WALL TABLE ON SHEET AT X-BRACING (BOTTOM CHORD Or - - � TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON' �/� I N f GABLE EN S ( ) 1l 5 IGQh :A ` D TRUSS 3 `d NAIL' SHOWINGIS LA l E:f / ,E- • � I N 2 - - --- t.-rr1q;51Mp�o�I`; -- _ .- � - - _-__ � ISTUD TO SOLE PLATE, 'FOE NAIL 8d COMMON 4 - HOLDDO`NN r- (2)-2x4 TOP PLATE GABLE EI!L I , ! DOUBLE STUDS, FACE NAIL IOd COMMON 24" Q.C. 4."�. , `"� " � -•��� - F'LAIf Of�(•� I I (t)FITT�2 .�• - NOTE: CONT. 2x4x8 //2 SYP DOUBLE TOP PLATES, FACE NAIL 1od COMMON 16' O.C. '�s, S00 f , .'.. LATERAL BRACE ® "ac. __ lx` S ' cr: TOE' PLATES, LAP AND INTERSECTIONS FACE NAZI. 2-16d OR 3-10d COMMON - HOLooa s I ED LENGTH OF X--BRACING MAY L� _� TUDS U 16' O.C. :' . ,'°• , r ' I I I� NOTEXCEED10 ft.. IF LENGTH DOES �+ - ' •• .� •. . : : 2x4 BLOCKING C�➢ 48' O.C. .�. ._...._... �... ,....._ � ..._...._..•_._-.. . . , co CONTINUOUS HEADER, TWO PIECES IOd COMMON' 16 O.C, ALONG FA, EDGE CONCRETE SLAG EXCEED 10 ft., ADDITIONAL SCAB IS REQ'D, (2)--f/5 RODS CONT, BETWEEN GABLE & FIRST TRUSS MISCELLANEOUS ("� (� /� CIN ! r CLIP 48" O.C.. CLIP MUST LJ L_ I�A I L S ��" I CONCRETE I PLYWOOD & PARTICLEBOARD SHEATHING; SLAB �� 20" � � SHEAR, __ I F- PROVIDE A MIN. 400 Isis OF HEAR, u ,.r (� � F;OOF^ 7/16" OR GREATER - _ __. 8d COMMON G" O.C. EDGES & "' i.;' LOT � II T DREW ` RIKt)S {SF, I I E .': "- INTERIOR THICKEN SLAB DETAIL PLATFORM FRAMING I 8 O,C. INTERMEDIA( H _. �C ltWlt � fit) . j WAIL 7/16" OR GREATER I 8d COMMONI 6" 10.C. EDGES &-k " ,r GABLE END Detail B Jamas strapping " " DRAWN BY: APPROVED BY: EDIATE PP g Detail C Jamb sera in (N,T,s,> II 12 O.C. INTERN top & gott. PP g MISE. FOUNDATION DETAILS G APF'RovED BY: �LJG ' FLOOR 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & r o P �C .B O t t. M. _ Lorres . C aGrTL, r. 6H r mo. b R 'S 6� °l IA 6 O R W el L, -1 f)f' l C 12 O.C. INTERMEDIATE 2 BY Vmo BI1CK 110 z 11/4' NIMH ENUMENT OR 11 3/16" N TAPCONS V14 4,563' I ye,RK EHKKNI (,1 YP) ►MIS RNLI K k�ip(IE61711 Al[aim WC111 u A m tri •w (�) PER 1fp11 ,1AHB � str}II iH<t AIEtE i'KIM,10 JGN�t qs! ll�' GAP NA>i, I tell An w ilio t 0 H [Kai 10 Of VAD VIIHM 750' [�WR(lKLNN oil w ftiold O Ism), MISWIMI .,,,,►� posi e mdu flu or o ►► J6 psf �;�'►''•/ 625,. Ir . MATERIALS LIST ' � � , 0 I(Ilr IU ;`mp(D�ESpCR11P,iyled►) PARi�IAN49CR • CONlI;N(S bills to, 6 rI& 911E N (pIwRESSIOH VEAiHERSiRIP FI90 WSW r 81 1/ ' 79 5/16' ', ''''•r ilp CIIANNEI EV-65 - ' 1. 16, INTERIOR ' ' ' EXTERIOR 6 c, 6 (011+9-,000) MAX ; i ,1 , r,, 111 MIN am Z W ftf11.wily�o 10 b ssJft _ 8`1t(Vl CHA1RIEl EN ► EV41 11 .K •N 1 7 ; VD D HIkCf SINE EV46 I/ 'K 1 'NI,i X FRER P011EV-19 iB MI& ,.,,..,►, 3 rHIE EV- 1 ini �,.► ,�, i O 1 V H IN'x1 , 'Nl 109E No 4A 116.118AMmyst1)scm PER HUrGE FRVI sCREVS PSR ltlR6E �scr�'�i i rra ur �114la1111 el�uanaiaai 1�5' DoE 110•z 3/1'FAVS )SCREVS PER NlN6E L. 9 (I FAVI Ai EACH SiR1KE PUKE t • In all I Vif<sE19Rdlt6 LV ax Ono A. . �Of CaM1Y � 2 8Y VmD Mi a .� . EN _ pI pt(�I�q,lil([RlS A P ALI(w sl lys BIlo >< No Nr _ Lu. P11/4' a gut -PER • tEl ,N 3/iv PFH TNPC* V1TN pREMDOR ENTRY SYSi�MS - r :(�. . i l/�N(N, � Nl (IMP) 31--1415 �W Q) PER ICAO ,11WB SII� ,"` SHEET 2 OF 6 .., 2,4' •OTHER DOOR CONFIGURATIONS ��N.,, . ..PAX— r„nr "� •. . Z �, u• r NA% t�. y.•N it Nut /M% P N11x/•NAx r tW NA N« r wx ••w•x INTERIOR r I.AJ t r MAXZ' NAX • Ia0'NA1t �• r MA% IY ul•N+Ax '• J;I/2•NAX tj ttc.. yr41 7/a• t q•MAXM IIAi• ty, MAX i' 13 7/4• mx O t7•Iw[ b 1 WMAX 13, !/r• 1 tux p 1�NIA�( SHIN'NA% {K.0 ly NAA% S.�. .. ••t y••.� N• IAWas 11r x..x .`, � •1';r .•wu loxEMU rt+x 4 vii•NA1L Ir ,•r+r t4 PAX .•NAx r r«x MAx b i M.r C3' �•Nutr 1 CJI t•N/ Vk L!/\ '•'"� r N•y 'G� scc GWING ceT.n ,•"x r+uz tw,� IS'pay 7 •• • .•MA[ `•M.X r r«x ,•N.,< t 1/4• EXTERIOR 1 MAX q•Nyt O W Jvw 13• r Nut ,� �.wx CC NAX i MAX Mut .•MAx . m t/1• 1Y ' Ku r; �N�x 1 �. «.% p° _ ' S E C�-I fl N A-�A - �.Mu( INSWING, 1 T �C.•• x 1 ! 1 N S W 1.�G OTHER CONFIGURATIONS NAx mx GLAZING DETAIL t 73'pftbw P W t' ► 7'•IW r NAX Wim•• w1,. g I I MN 13•NA1t - X.:IMx GRACE tA WAX IR 1 ,,. r,, LEG I1C► ;���' ";+ s.. : i. V MAX 7• x t+•:a+ �ckc.Ky y4mTne , . ,;�;c :.. W UMR �wnxur tiseAUX /•Nix r WIX "� • x tt}i ( a. xwaralFi t M�It r NAfi �.�. r�%:•�'iG,,i:'SL':>Yn_ A 5()(JTI(r M [OVMSrA.Mi a •'W'•" •.P" 31--1�2E7: =�I GLASS aun rnMi; c aMom IR L aT�t301.NAK ENTRY SNEEf;-5•�•;' otilenoa 1-1020-EW-1E b,zilLd { FAO►NlfCOo[Cg4-021t� SSi6752 :�� vrt' IErm$GLm { Co0HC0Y'lwlCsoFACE �L r FCL6Pt;INCtNO0{-01►4.�t ..� . tip -�•-•�-�.,... ��.ss. .;X �� r A�IHCIr�� [rKOID�U C ,, ,, r :; Way VA163 La�_�A i i i Kin.co Product Radugs Ffffectide: March a, 2002 t.7?UK/RR•a r -"+ t.•rlAt I.xL •r+ 1 33,4 n✓K,R1LL w Z r 6 NOT MULL w arta ,rA ,�a.rx� •A+• .a Ra. rR.+ W]Y[G� rA+R ( ,-•� t Ar A- /a, ,R1 C AN a P ®0J LINE ° '°- lp � �.r. R_R TING(L3s�1 SI_ E(in) $ $ $ $ 4• H` c $ M40/50-•SH +30 -35 53x78 g Standard single hungF11+30 -35 36x96r � � � a➢' ° GF-i �• cP qqq � � �.a M40HP/50HP—SH +50 -60 53x63 I �� g High perforD3anee single hung +50 -SS 53x76'/, o „g +35 -35 53x96 I 4- 74-.i.- 2P44 1, ZIA TW—SH +50. X50 . 53x78 °r Tilt sash single hung +35- -35 53x96 $ $ 6 8 $ ryZIH�c rA Mq Rrg1• Kt><6 TB—SH +SO -50 53X96 a25 X29 404 cc 1.4 Tc ac 39 Ac Pc cc Tc d x rc cc cc 7c c 3c 45: I:D Lc x til; 31: ac ce Lc Tilt thermal break Single hung TRIIUTA1Lr VIOTH - INGeZ3 TRt3UTARr 14[0111 - I )111.3 TRIOUTAHr Way” IHCHC3 Ints r DIDYH • T74CHt3 TRINUTAAr 1410111 - IM>ICa z 0 ��7] (4 p 3 e a m MP•-SH +70 -70 53X70 TYPE AA,A,9,Olt C - AMD 7V TrK AA � MWrt!•1,YK A ` 3/ - p � Impact single hung w03 + RW r C �r Ca RIY HP •+35 -33 127X61 w� m VCRnCAL ' cdi w 1i High performance horizontal slider T ?i y 7 .. °PROPQCr /a- 44 x 3 �12 8!^a RW XHP +55 55 74x51 q a g. g. Extra high performance.horizontal slider -+-45 -45 l 12x63 9 9 9 WIN NN, 12 IVAPICHMey ' S M2/3/4/5 SOD +35 -35 4068 panels wl *2 CO I $ Standard sliding'glass door +30 -311 3080 panels g g q 2"Sill TTi19UTARY WIDTH ., w) + 2 4 j ZZ M2/3/4/S HP SOD +45 -4S 4080 panels` 8 OR HDRRQIITAL VULL 1�4 T� . M YY1y r7K High performance$ilding glass door N 2.1/2"Sill Pn�uic # ;6 III JUTARr rIOTR°C u+c"S 66 " TRIOUTAnr 11101111 INCHC3 'C zG TRIEUTMIY➢IQIH IHGIV-$ 74 '° tRICUTMr YIOTK� VMOKS IVM/4/5 XHP SOD +55 -55 Soso panels Extra high performance sliding glass door D AKCr1n14' 2-1/2"Sill J Av°.lyl c * S'wide panels net available in M3&5 Wqp kT PFADDUC , lY4L�: 1,'.°r G1STROC11pY01WE5 JA00° MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED -R/1.PE f 16651 VERTICALLY OR HORIZONTALLY. 1: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER SPAN LOCATIONS AT HEAD, SILL OR JAMB ENDS, dr -:nnq -. MI AL MULLION AR FOR ANCHORS DESCRIPTION SEE SHEETS 3 do 4. [1102-0.3 �/,lN,r:EMENTS • - 1,t,„I ar 4 Revised:04/04/02 -. CAULK ARAN➢ cDHCRtIE DR NusgNal - ... - _ Ivq Y r"W4 99 SCREW 111STALATI@N ANCHOR %JI)DU AX9 ANCHOR ~^ P11SW►III VAD /Y 91"CA$ 3/16' DIA.CONCRETE IIPCIUNO 111 01FIEI)S I-I/0 IHU)EIWEDIlEHT OI WiG/ OTHERS Y • 1'N(R EH➢C➢IICNT CAULK IEHIIID VIHIXIV TIN Y 9UCKACK Td 19 1/4•.l49 tkHlt t/IK YAC GIiCA7CR i 1/14 II PRESENT. 1/N'11Ax SCRIV ANCHOR D fAY�W,rOAVtA 7� fP.A ftT 4r KItTNLAIIdf A)ICR°Rf 1K1N4 tSA11➢tARllq SIgHT. R4r. - - ANr.•NOR QUANTITY E%TIRIDR SPACG SHCATHIIIG ➢Y DTIICRS LMW1sa YVoiclluNG 111 RiHfnS k/ DAD O'n. Iva AY"DOD• b 19oR INTCAIAL.AL111AAD0�1M ALLOY 6441 1,C L Tva IY rRANING IWCK IY 0T{ERS f, 1A SCRCV ATALLA&ANCHo,t{Altr LC Cr wr16ICl11 LC110RT TO ACILEVC IN,L IHbCWIpIT _ qT ^I/➢•YIIO TVO➢Y VpgD NKR, ROTE fCAty AIiCHD°I Ai SRL{LUST YC Dr yW'rGtG[IIT -CALL YRN00W LIP ►rr 1111TH all, NkK YY OTIItaf 011 gTIICRS 1-114'HIN. ..rf2•l7YPJ•1:� UHSTAtLATlaI NNCHgR MAI H<A SHlll pry HEAD 141. I EA.JAHBS EITWRS ^�``\ GfiLGd]IT I IID SCRCV(TYPJ INSTALLATI 1 ANCHOR OPf111HG L V p{twcx°iY /> L AiI(IN r Y�Atwa➢g6ruuLp° i,N Iry/4AIrWRKgo CO19 cilL tLRtTty AkG7)Lf lq t[LI 1/6 X 012 a 2 10 SCREV A 4411 AS REO'0. Y10 1mv!,Ypa IY DINERS y, at PAX eAux D1,`au1VAl R1 rte rlRkwTu eeAa 2030 23 1/6 x 73 US 2 2 2 liwei TION ` V/LOAD Vtxl➢SUCK A HIR 6, 'rtCXACf DDDR JIZ9 if NOT Llt/t6%Alg e,” ustAk°Awa7atrn'trww�YlIV Lien V°TH en Y 2034 23 7/1 x 43 In 2 2 3 ICU" SM 11.101110 GLASS• 3/16 DIA COICRETC LA46[R tliC IDR 1HF A7ANOP lGAYC ttillCel►RLttWk IeCp. 2044 23 7/6%51 1/f 2 2 3 v r DDDR rRANE $CREV ANCHOR IT OTItCRS T) TOR POCKCr N10a SUET 11SE 61n3ifT OY Mft 6110[1110/CWr1GIRATUN TO rM+IJH Dp"r, 2090 23 Y/►x 59 1/1 2 2 4 1/" 1• CE • '. ,�{ I . PLACE CDNCIIITt SCRty VARY Filk kl Flit Or 1g0C MEI AS S1Ym 2060 23 7/0%71 1/1 2 2 4 SPACE - Lu Au T1NG:14I!HAY VARY iER RCOUTAtxIHTi Or AsiH[13M GLASS t)wlTY.fIiOLC Gl.AT11A ' IIStx..I- 1xAit It,Ny,,ggpp n1W.KI R 21 SHUN SPACE H 7{1AL COW LRf 110 ALL AHCIOtf TIp0001 fill Al-10 lC''MID"ITN A Ulkl.JIINH 247�� T/ 21 ,I 2 E 4 EIiiED1 RT lu ALL i+t'STAI•LAiION 4KY019 IWST 1C 11.1110 Cp[AD�Ittl RESISTANT INi[AMth 7A 1u wr N.1.CUY')DWA`1 llslr➢AMC ARC 011 uqf 6RAVn HpIKVCa 11K1ALLAlea1 2434 e7 i x 35�j� 2 2 2 �,'<TYPJ t�IfU�L 1AP/LY 711 IAfTALLAI a Or ALL Cerl161WATe0NL 2438 27 r/4 x 43 try 2 2 3 P411KTER EXTCRIDIt sLCIn 1,t 2444 27 lir x 51 rn F 2 3 C CAULK IT 1 wR IVO By C1tIEBi111 ttr �f HARN°t sLIY s/mna 1114 1RIHT um ArPLui 101wut n: 2450 27 >n x 59 Ur F 2 3 DUC➢It[NY !Y g111IERt 1C1tPERE➢1 LRCS 4 HM.e L Rx f 2400 27 7/4 x 71 .n 2 2 4 FINAR r►N Taal[ JAN/ CxTL41OR rlNISH 4TYPJ 2470 27 rn x 1,!3 In a a 4 rKAOta ➢r aeras rxt.FINISH '' INS ALLATION ANCHOR CHART 2iB 27 7 x 95 ,n AY 011CRfi 387 1/11! G/1 2 @ SECTION 2 PE1by OIj`R CAULK PERIHLTER CAULK V4'NIN 410 SCREWS IN 3/16' D)A. CONCRETE 1110 SCREWS it EA. 7834 31 714 x 35 Ill ➢r DTHtas ➢r urHERs IGREDNCIIT CALL OVER/ 2 a Py allTER CAL"* r- AHE HEAD SCREW IN FRAME SILL JAMB 4 HOOK STRIP 2438 31 7nx 43 In 2 2 3 9r On1ER5 TO 4t PSr 61 UP TD 46 rSf 6 PSr 2894 31 T/i X 51 ,/J $ 2 3 EXTERIOR V1NOgV SIZE' SIZE 1O 10 TO ;q• TO IiOPSY 6�o Sr 2950 31 in X 59 1n 2 2 3 1,CICNf VINDDV ➢YFDTINS" .• b 60 p PE 0 P 7D P 2a90 31 7/6 X 71 try a 2 4 VIDTH 50W0)OT,Ox,XX 60.11/16 x OD 3 3 3 3 3 3 3 6• 6 2974 31 7/0 x 83 ,ry 2 4 SLIDING CLAYS 6068 xp,p1i,xx 72-RAS a W 4 4 4 4 4 .4 3 L 6 iM'KU. 06[1 2080 3 x D I p FRAHE �•S.G.0.V DTH�� 1H�gpA� ➢ 7111,D%,X% '16.11,011.0D 5 S 6 5 3 5 3 6 6 30 rn x ,n SF�TIDN z Iza6➢Oro les-s/➢5/9 Y 80 q 9 In 12 1 q 7 9 3 10 6 3030 35 711 x 35,ry 2 F 2 SRL iTDO1. 0 3038 35 7A x 43 1/* 2 2 3 iY O11[Rs Ex1EIt1L� oxu '3044 35 7/6 x 51 $o F 2 3 rift rmit o D DOOR Ie060 DxxO,XXXX 144e-1"16%'a0 7 9 10 7 7 8 3 i 6- 3060 35 111 x 59 111 a 2 3 SR L 24'O.C. Ii1GHT 160W Xx Xx E •tl/ti% 1] ii 13 li 11 K 3 6 3080 35 7/R x 71 fry 2 2 4 46 3 6 6 3070 35 7149 03 rn 2 2 4 FEL%.t7YPJ 080 PERMETER 0 v 3080 O1,.Xx r 3 3 ��. 3 6 6 39 7nx 1/2 CAULK➢Y TEHPERED 604°x0,ax,xx 78-11/16 r 96 4 4 '4 4 4 4 6 6 6 OTHERS V oav CDUALLY CLASS (TYR) INKO Illi eT IDII ANCHOR am OX,xx 96-11,016 x 96 5 5 6 S 5 5 6 6 L 4 38 i/6 x JS,ry 3 3 2 SPACE EH➢EMCxT 3444 39 11/4 X 43 111 3 3 3 IGF1T �Yp1011C IN l2oa4 11x0 !4s S/9 N 9b 9 JO IF 7 9 9 6 6 3444 39 rn 1 51 111 3 3 3 3450 30 711 x 59 in 3 3 3 1,04 1tl71 6 o i VVW4 rCAULX RNr6 lei-We K 41 k-- 3480 311 711 Y 71 111 3 3 4 SPACE ' HOOK Snttr 12000 man xx%X 144-It/li r 96 7 !0 11 7 a •9 6 6 6 - 3470 39 rNx 03 +/t 3 3 4 I 1600013x%0,xx%% 19➢-11/16 r 96 11 IA IY 9 18 14 6 6 6 t0 N1STALLATION TVD DY 1.11 D COOdO m tH-11/6 x 94 14 12 6 1 6 - 4.3 4 3?A%]45 n 3 3 $ X Sl7tCv 6 a i Fk HE by LITHCRS 3838 3 /6 3 to 3 3 3 E T[J1lgR D <TYP.7 I10 3844 43 7/A x 51 In 3 3 3 sL1411{G c1.As 111 n ilERf 1 MItL lY OniERFSA' 6 F4 SLIDM GLASS / 3954 43 7/6 X 59 111 3 3 3 EHCEDHEHi 1 �- I GILL D=ION STRIP 3950 43 v6 x 71 111 3 3 4 j� 3880 43 7/6 x 83 In 3 - 3 4 Y 47 711 x 26,/6 3 5SECTlC1N 1 6•HAx.(TYr.) a - � • SHEA7WW 4030 47 711 X37 111 3 3 2 40= 011 tlT{ICaS 4038 47 7/r x 43 rn 3 3 .3 f)WIDOW FPAE VAnplAU ALUNDIU4 ALLOY 6005. • CNICGtENI 1 1 4044 47 in x 51 rn 3 3 3 3) 15 INSTALLATION ANCHORS MUST BE Or SIIFFC"T LTH.TD 1�v�l ` 1•"4'N R EMERIQRELEVATION 4050 47 2/61 59 In 3 3 3 A.CWfE WIL EUDEGUFliT OF V 1410(IT"49 IL-UW. ! Dr�gTH1C�Ri kXIEBIp$_ VAT,IQb 4094 47 7/s x 71 111 3 3 4 SPACE#a SCM1 AaGOns 6"FROM Cwtas k 24•D.C. VIEWED FROM EXTERIOR exp DDDR SHOWN axxa, xxxx ppna�i s1wwN 4070 47'711 x 93 IA 3 3 4 PERIH"5ft CAULK 4086 3)CAULK OLI MID YIIHDOW AN AT MFAD k JALt9Y WAIN DUO-SIL � � . .. ADIIES1Vt CAULK OR APPR OVEO 101-APPLICA7OF1 OF OUO»SIL TEIWERE4&LASS4424 x 26 3 IY OTHERS -r—e--�- --. -r. -..�•Js�rlTs��s �_w 1 i.-,._ 4430 S1 1/6 f;37 111 3 3 g AIWSW CAULK MUST COMPLY W11H StALAIa U&NUrACllxttR'9 SCI 111.1. 111 OCD lTTPJ I<INC� RCCD1K110ATNONS,00 NOT CAULK➢C{MD IN AT 11/610011/3iL., _ I z 4430 51 7/a x 43,n 3 3 3 4)USE LAY[%C"X OR EOUNALINT FOR PERNETFR SIAL ARMID •• 1 n 92SS DtO ICINGS°DAD or CIb1CRElE OR CAULK JACKSONVILU,- FLORIpA'•�' r :I;. �, .S 4444 51 Try x 51',n 3 3 3 rXTE"Or W 40ow DY gTIIERS. ,, K l N C Q LTD• ""' D 1YX1F ROaIDA y1YH4 INTTALLAT1gN NICRXR DDDR FRAHC SS �Vt'r7�KT /o/�, / llnG ^)44`30 51 7o X 59 rn 3 3 3 5 I►UACT mum 911E 15 NOT LISTED It Atk.'"0"T.USE ,•f/i»• w/ 9 3/16' DIA.CW�CRI TE � � SLIDING GLASS DI]pR V%TVD,-pYj LIOpD•1JUCK�aR�rRAlle 4160 51 1/4% 71 try 3 3 4 ) ANd40R O11AFt111Y LISTED WGN NEXT LARGER 571[. i+•:• + ' •//r ••""'�•'""" i SCTKV AHGEIR 040 - ��•'•,-:11,011 '•••• 4470 51 ,/.x 83 Vl 3 3 4 8)GLASS TYP[Arlo TltCKIRISs MAY VARY PER THE REgIXNtllEtlr9 ^ate;K'e'w rA r'. nt1°INSTALLATILlN DETAIL 111300 rimttE annING EmxRETE aR {r'.-'� EN1T1G 0% / X% / 0%F7/ D%%O t:XX, ...INSTAIl'ATIl1N�D♦iAU .) i 4400 51 7nx 95 111 a 3 5 G1F ASTM E1300 cuss cFlRrs SkIDIE CYAIIFIIj Ls sJww4, �. FIN SINGLE HUNG VMDOW M40/SO t 1440/501,11_ HA$WAY OPLHIND i :ti;,•.r,.z ; Li°nK IW4UCL WTiME2 �' s ;� s _ BB' 12 �%OI HY an1ERs ➢Lsu►RY P MO I5 ALSO GIt1ALIitED. -4 Ai HARTI Z BN °A ll%06/Dl I I nuuvalc• u/u 1uc.Ia JAXUD 7)FACTORY PUNglEO HDItS IN rim.111.10 DO NOT REOUWE �RIC]R ELEVATifiN CIVIL NT.S. K-lAxuD7� INSTWIFOFI SMIM INSTNIATIOM MOO"O"Alr ONLY REWD. "'". MZDM Nft �4t. 4u..w s. ..w. �`�1 r4 w1 HO vit�tfu i act1. THRU rat AS SWI G!!71115 SyW. CIVIL N.T.S. kJDKNIi dZI' DX, X0, XX DOOR SHOWN G 471a2 1 r1r t Bra. 47162 ��w It nF 1 1 a 1�