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Main Street 1285 DATE: 03/25/02 U U 3 Cv v � O � a U E===== < fir U. < .............. O � i 1 O ClryA P P F� City of Ationtic Beach � SU LF. ArlAVr F r] ktp and Zoning Department r�11 I NQ7Ms spprsval vsrllles ampllanes with spplieabls l 1 1 r son— 9 subdivision and other local land [j davoopntent nguiations, but does not constthft u(/1ler h bsusnas of permits. Compliance Irl rrM plmlda&Il tg Croda end all other applicable loco, Mas and Federal permuting requirements atua be ttaAlledsisnaturr of the City of Atlanto � 1111" gbdY prbr is the issuance of a J ittNNil/ /1� At MGM arc CEI VEIL DOW P,9'1 - 8 7`,r2 PERSPECTIVE 'AGE � jf f I (V C"Y of Atlantic Beach VVIL. SET k iia: �lr? &irj zO,,j g ! A\D ti G ON MAIN STREET DATE: 57 03/25/02 3041/2 2371/2 N _ _ - ._._ __ ,_ - - _ _. _ .` - __._ - - _ _ _ - _ ___. _ - - __ _ _ _ _ ____ - _..._ ____ _ _ - - - _.._ - _ - ____ _ - I � 19'6 _ - - - - - - - - - - - - - - - - - - - - - - - - - - 41 m N I 3 N - - — — .,- -._ - - - - _ _ — - - - - - - _ _ -- - ___. ._._. _ _ � �© GAKI I I o GE 4""LOWER ) I N v C4 41 I I I SLAB I 12, LU 1181 601 f t I I i I I I < i _,. _ ._ -___ _ _ _ _ _ _ _ — _ - I POPCH L__._ _ _ _ — - -- — _ — _ - - - - - - - � -_ - - - _ _ _ _ _ _ _ � � ��''` I I R) -\:Iz i Y _ _ — _._ — _ _ — _ _ -- _ — _ _i I i _ .._.. - - - ._... _. — _._ — Y _ ____ _ . � &IR SLAD AREA _ I 1569 5a ft �] 164 518 1231/2 4'6 1621/2 55 FOUNDATION PLAN PAGE BUILD SST SCALE: 1/4' = 1 FOOT 2 12,�� rYla'.ti r1 art: DATE: 03/25/02 57 2181/2 12' 34 19111/2 162 5'61/2 3'9112 8'21/2 N c� WINDOW 5CHEDULE C� NUMBER M M -WHTE No RURFINS - W02 1 663063 1 LA55 L K W03 1 020 MARK 5C-WHITE-NO MUNTINS-FR 5TE -TEMPERED — I Crrcr a .u.o W04 2 3050 MRK 5G-WHITE--WITH MUNTIN5 W05 1 4020 MARK 5C-WHITE-NO MUNTINS-FR05TEP-TEMPERED I I I I ro � N � � 01 i i � _e f`q�°J1 Q w 5`w5�azrb0r wtum wxrz p WROW I I I Cp I eac "rarrsrsro , 7 I O KITCHEN Rc (Ceiling Sloped from e'�to 14111 x 1(710 -2'8 GARAGE IJ (6 flat ceiling) LIMC2 PLANT SHELF-Top of � 227 x 1510 21'9 x 14'6 cL05Er 84°AFF PLANT SHELF-TOP OF CL05ET 0 84"AFF I I 10'Flat Ceiling x I 2'8 9'4 3J' 6 19 4'11 1A�1/2 2'2 I +F 8 1'91/2 2 5/7$ /16" 416 .3'51/2 101/2 2' U -- 10'Flat N JE Cciling i y/1 34 3'6 4' GLo�ET , (8'Ceiling) / BATH (8'flat ceiling) BEDROOM CQ r 4 5'x 711 � � (Cathedral Ceiling) N 10'5x117 N � UCL'S r 929E p MASTER BDRM BEDROOM N N (TRAY CEILING) (CATHEDRAL 1511 x 121 PASTER BATH GEILINC�; _ v (CATHEQ2AL tnt x Colt N in vG-ICING) O g �---') P DOOR SCHED LE cv (8'ccili ) NUM E R MA K — — 11 x ro - - – – – – – zzz 1 1 MA - HrE NO M ]N5 D02 1 12070 12070 PA LED 5TEEL BOOR i n 003 1 3068 6 PANEL 5 EEL-DOUBLE BORED A PO4 2 2668 INTER 6 NEL _ J � D05 1 6 PANEL MEL-DOUBLE 134OREP V-- 3 INTER 6 AIL NVIF* AREA 3 O 1NTE R PANEL —J 1190!5q ft 4o A L F L 1 6068 PANELED B FOLD 7'10 1'10 2' 2'11/2 32'61/2 164 5'8 9'8 271/2 413 0. 51 1111/2 55' PAGE -- FLOOR PLAN �l�ILD T SCALE: 1/4" - 1 FOOT r 1 DATE: 03/25/02 � � _ � _ � _ _ n — — _. �. _... _._. _ — _ ..�. ..�. _ _ _.... -. — i I � I i I I � �j I I I 3 N I L :E I I I L I ° LNING a (Ceiling Sloped from 5'to 10') KITCHEN I 0 (Ceiling Sloped from 6' I I I U o to t0') I I I I I I ►— �n I � C � . — _— — — --- - - - - - (8'flatflat(6I I II I I calling) 1 ( 1 1 LIVING L PLANT SHELF••TOP OF �3 I 11 I I tl r{` � Q I I E 1 r -r I I PLANT 5Hcl05Er OD 84"AFF ELF-rOP OF � I I CLOSET 0 84"AFF 10'Flat Ceiling I I I I 1C'Flat I Ceiling _ I CLOSET (8'ceding) I I BATH l I I I I J_(8'flat telling) BEDROOM I (Cathedral Ceiling) I 4 0 1 I I MASTER$DRM I C(D) OF-FROOM I I (TRA"CEILING) I (CATHEDRAL -� w ^� I I I MASER DA'-H' CEILING) ( C V (CATHEDRAL �, I CEILING) w PORCH - - - - - - - ...._ - - - - - / 1 I (a'ceiling)) `.sG.... i I LIVING AREA I ROOF PITCH IS 7:12 1190 5a ft ALL INTERIOR PITCHES TO BE MAXIMIZED J ROOF FLAN PAGE P UILD SET SCALE: 1/411 = 1 FOOT 4 DATE: 03/25/02 N U U crone.Areae.u" 7a k *Mt w 12 L s +Jd reerFeaee. ►9pR� I I C,l ` � O KITC-fN (Ceiling Sloped from 8' U t"�Cr to lm cp c N a i ( GARAGE i (8'flat ceiling) LMNG \ PLANE SHELF-TOP OF 1 \ \ CL05ET tai&4"AFF � I I � PLANT SHELF -TOP OF , \ CLOSET 0 84' AFF 10'Flat Cciling —�" 40 -10'Flat � Ceiling t . � CL05ET r r (8'ceiling) ' } BATH — — ri: Y (8'flat ceiling) h ~ — — /` f BEDROOM C\ �i J • – (Cathedral Ceiling) G � e � 'AASTU 13PRM DEPROOM o nCIQ (TRAY CEILING) (CATHEDRAL OKI j MA5TER BATF- CEILING) 0V (CATHEDRAL — I CEILING) PORCH ri ( 'ceiling) S o r` LP11NG AREA 1190 50[ ft FIRST FLOOR ELECTKICAL PAGE 13UILD SET SCALE: 1/4'1' = 1 FOOT FRONT & RIGHT ELEVATIONS DATE: SCALE: 1/4" = 1 FOOT 03/25/02 U oz U IF 1 0 IL I L C) � o (S) U � N � (Z r _... h V PAGE 13UILD SET 6 j 21st M ZA REAR & LEFT ELEVATIONS DATE: SCALE: 1/4" = 1 FOOT 03,25,02 N O O c� 3 N v � O � � � O � v m N � �- } 1� i V 93 I - I 1� u J Q PAGE 13UILP SET7 , i I 57 33'41/2 23?1/2 I I I � I FFil I i aq I std ow P° ( ��b � (�,�,,� w I I 6k, cpe fd pe-r srj, ' owkiv "Tri 9-"of tj w! C l Q't�nRilc. 6*n:rj str AW4 Fell. l I GARAGE 0.01 (4-LOWER) o I I I I I I I I __ I I t_.�. .__.. ._... - — _ _ — _ _ _ _.._. __.. _ __.. - - - - - - - - .._ - - ...,. - - -01, .� r_.. b-G I I I 11-4 I r I I I ___ _. — — .__._ .__.. _ _._.. .J f I ( I I Fo" I �r I I^ _ _ T I I c I I ._ � � _ .... _ __ _ — Lowm r _ _. _ _ _ _ _ _ _ _ - - _ 5LA5 AREA 1569 5q ft 164 66 1231/2 4!6 1621/2 coh act �y..r oh 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 BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (I.E. ORGANIC SOIL, UNCONSOLIDATED CLAY, ETC.) THIAT MAY CAUSE FUTURE DETRIMENTAL STRUCTURAL SETTLEMENT. HOWEVER. 6 ft. DEEP SOIL BORINIGS SHOULD BE PERFORMED TO ESTABLISH THE DEPTH OF SOIL EXCAVATION AND _BACKFILL. NUMBER OF BORINGS SHALL BE RECOMMENDED BY THE SOIL ENGINEER. IF NO DEEP SOIL BORING 1NVEST1fGAT10N IS PERFORMED (LE. 25 ft. DEEP SOIL � Lo t7 � 91V- 227 � �;, $� CAD �1LE NAME BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING: THE UNDERSIGNED (LE. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL CONDITION REPORT; THUS. ,ALL FOOTINGS ARE DESIGNED AS SHALLOWDRAWNO NO, FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR ROUND ANY DIFFERING CONDITIONS EITHER MAW ft A"owo nr: THROUGH SOIL REPORT OR SOIL REMOVAL. THEN ENGINEER OR UNDERSIGNED Amoco LJG '�' r; SHECT NO. SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS a►m /tort_ LOUIS ' 'f= ,(I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTEDv� fCA1sr AS ML]T[D PRtOR TO COMMENCING WITH FOOTINGS WORK. I� `c�S Iia►� Sfi= :Y_.r� 1 i - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' I i I CD- - - - - - - - - - - - ! I ! I I (vino I I (Ca1&V 5bpM frt7m to \ KIf0tN I \ o (ccmkv Sbw fror ma' ! 10) I I RAGE LIVING �� MAWI � ! �+It I ( N I I I \\ CLOSET N 644%AFF aF I i V I \ PLANT'SHELF-TOP OF I I -, I I ! N ( CLOSET a 6V AFF 10,FIAC ceirm I I I g �. ..... ..... .._. ..... __.. ..... _._. — _ -- __.. ., — _.. .__.. — _,.. .� J- Comm3 1 CX05ET ! I I c&cI*w I I ftmoOM I (CptlM&W caftI MASTER OMM �� I I I / (TRA"CEILM) I PWROOM ° I ( K 1 I I MASER DA-H �r.ArIH:vK,�• — — — _.... (CATHEDRAL ! cElltw�) 0 I / J Pp H - - -- - - - - - - - - - - - %e .... - _ ,._. ..,.. _,. _ .. - - - - _ J — _... — — — _.... .,._.. _.._ — ...... — _. I Is-h"w wall ineve 0 � I TABLE FOR SHEAR WALLS FRAMING s (GROUND FLOOR) l THE SHEAR WALLS TABLE USf5TA6lJSF#� ASSU�AI: INIE K' CRITERIA UN.ESS 07HERWM firm "pr Q 't;O l'Jr'►we&S pow Opt(040 G ------ _ ________________ T N070 IN THE TABLE: Or SQ- S{� , set i A wo0o sHFaTINc TO 58105 NAILING SHALL 9d COMMON NAIL s B3 GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLER NAILS FOR 1/Y It 5/r THICK BOARD ' M 0 F t (o �+►r t5 f. Bo 1��. O ------ 1 RESPECTIVELY. I_ I I C) SOLE PLATE—CaNCRETE SLAB ANCHORS STOUT_ BE i/rAt 1r I= "J4MTS' (A1D7 STM) FOR EX1Ef OR WALLS OR 1/2"i x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS REQ'D. SINGLE OR SHEATHING M SIDS FLOOR TO FLOOR PA%v,.,._. DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING -- _ anuos 1 I 11 1 1 _ __.�_�._ 7/16 D® 9Nc;t.E e" / 12 ev" ac � � aaeaOAWAFs I I ` o u.. r_ I i ® 7 SINGLE 4" / 12" or O.C. I r 1- I 1 ( 6' )O5B I ADDITIONAL NOTES: 1 ,17% cw. 1 I INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE I `` i _ j 1) FOR LOCATIONS CLOLAED AS 1 . a 8(XTED PER DETAIL «B" ON SHEET 110 I i i i 1 I 1 2) ALL EXTERIOR WALL OPENNGS OTHER THAN THOSE MD11IONED ABOVE SHALL BE BOLTED PER DETAIL. 'E ON SHEET 110 t I , pxR• I � � � � I 1 1 r'______ '"'"""" ►. I S) ROOF TRUSSES SHALL BE mAPPED TD TOP PLATI=S OF BEARNO wALLS AS SHOWN ON SCHEDULE "A' ON SHEET #/o . STRAPPNO ILL BE ADEQUAIIE TO RESIST SHEAR FORCES LIFT ACTING SWULTANEDUSLY WIN UPFORGE'S. i 1 va 1 SIS + 1 li , I � $��I fart 4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SO" FUR Bones EXTERIOR dl INTERIOR WALLS }" _ "11 HAVE BEEN RE31110ED BY 188 TO.A000MODATE THE USE OF /2 SPF MADE OF LUMBER FOR LWM AREAI 1 O 'r f30tr-Int1`� &-'% WALL CONSTRUCTION. ALSO THE ALLOwAB1.E UPLIFT CAPACITY OF ALL METAL STItAPFMNGS THAT Lot- D, u `.,,�,L ' I I 1 CONNECT STUDS TO TOP PLATE$ SHOE PLATE; SHEAR WALL HOLDDOWNS AND TO STUDS OF p1•lL `1' f} - A.C, N0. FLOOR ABOVE OR SELOW HAVE BEEN REDUCED BY 16X FOR THE SAME REASON MENTIONED f ABOVE C Rik1/8 I- O~ I = DRAINING Np. 5) FOR LOCATIONS CLOUDED AS 2 . INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED *PROVOovi AT TDP dt BOTTOM AS SHOWN ON DETAIL "A" ON SHEET 0 IQ . APpwywo my LJG .. �"�: '� 4 LOWS GABRI �r SHEET N0. LOeRTIONS CLOn66D As SIAM b5 STIKA ffF9 FES 9C�TAIL G OF (!) ''r f Q r-I AS NI]TED ` SHEET * 10 N I'�p�b a� I' Roos muss SCHEDULE "C" 1 ** I2T1H7 SflT 1`�i8i� raos Pan hoot#9 RECOMMENDED STUD SIZES AND SP -0. • �A WALL PLATE HEOIT SND SIZEri, :; ; 1. Live Londa • IW e'-•D" THRU 9'-10" 2x4 � Roof 'o #/sq. rt., ]11oor.....� „60 # A . Vt. to'-o•THRu 14'-0• 2xI / `�2• Wind�� « ., �, 20 . 24" lona 14'-1"THRU 18'--6` 2d 16Three Second fast~ wind Velocity Per 9001-nC..�,....120 MOM twlst99 atroa GENERAL STRUCTURAL NOTES: 19'-0'THRU 22'-0" us 120 X (hMortance Factor) .1.0, Wind Rxposure" B" InSTI S4,­' 2x10 12 (GOAT■ (+)Or(-)0.18 ( Xncloxed Building). ;'SilwPspNr 1) IT6"IRKEMA"T "T OFTHENDIHNEER THAT THIS WORK BE IN lX)HFORWWCE WITH ALL 1/2"1 GATOR BOLTREOF THE AUTHORITIESMOVING JURPa01CTIDN OVER THIS TYPE OF PER IH[[T N OF, Tp"tUA4 RUCTION AND OCCUPANCY. ALL CONTRACTORS SWILL DO THEIR WORK qN CONFORMANCE W** THE PLATE HEIGHT REPRESENTS THC IVERTiCAL 3. Conoponents A Cladding Design pressures) WITH ALL APPLICABLE CODES AND REGULATKINS. UNINTEMUP70 SPAN LJDMH OF THE STUD. Roof (Anywhere). 50.1 Psf(Auction), 23.7 paf(pressure) CTI.1 OSLO}"5tN►�Sa IF HORIZ. CONTINOUS BRA(* CAPABLE OF TRANSFERINNG Wall (Anywhelre). 341.7 psf(Suction), 28.9 Psf(Preasure) 3T11thfi '( 2) THE CONiRAC'M SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SiTE PRIOR LATERAL LOADS TO SHEAR:WALLS DOES EXIST. TO COMMENCING WORK. THEN TINE SCHEDULE SHOWN ABOVE DOES NOT APPLY. 3) a INTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS. ANCHORS, c Law MLT AN PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS MND PITCHES AS MAY SCHEDULE "D" + BE REOURED BY ATTACHED WAmm AND TO ACCDMMm x OTHER WORK NOT Mm ON THE DRAWMGS. FRAtrN1G SCIIEdJIE FOR OPEINIIOS SHALL 6E AS FOIFOR ALL LM0 OFA N6 WALLS � �►'' , 4) n ESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT 8E USED OR (EXCEPT AS CiTFHERiNISE NOTED ON THE DRAWINGS) THREE 3) STUDS� . RE TQV= WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENONEER• OPENING WTH IN FEET ;t �! ' ,�yCONTINUOUS I.TTt��`61n►pxlu, 5) k L DETAILS NO SECTIONS SHOWN ON THE DRAWINGS ARE INTENOEO TO BE TYPICAL AND UP TO 31-0 3 i( -1 THRU 0 6-i'THRU '-0 HAL SL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK v•• EXCEPT WHERE A DIFFERENT DETAIL d SHOWN. UNIE1.* (3)-2x8's (3)•-2xio (3}•21(7, P.A gi,SIinP N'htL.�9 EXTERIOR 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVMLABIL FOUNDATIONS WERE DESIGNED JAIL ** USE 1110 M SRW OF TNT§W aW As or THE IFIL TITIN C STRAPPING O TOP do BOTTOM EXCEPT AT 1151DERE0 _ WALL OPENINGS F~• Ho4V3]o(,►r1 coNcwETE SLAB FOR A 2000 PSF SOA. BEARING CAPACITY. CONTRACTOR SWILL REPORT My DIFFERING -- ' C DITIONS TO THE DESIGNER PRIOR TO COMMIMINO WORI(. #y TWO (2PLATES WITH A 1/�" PLYWOOD ER MAY BE USED 1STAD OF GARAGE DOOR & OTHLOCATIONS SHOWN THE NICE (3) PLATES IIIENTIONED ABOVE.' ON SHEET #91 Of THE DRAWINGS . •.�d y, , 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBIIIIY TO DETERMINE ERECTION PROCEDURE AND *. SIDS SHALL BE CONTINUOUS FROM 1Of PLATES TO SOLE P ATS. (HLTA) �•'• "R� •� :k�.y a'}. ,•,�:r 'r N '�y :.�;,r1 �,,., SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING .•«.• f• t. .• ER 7CTION. CO STRUCTION NOTES: CON zz PREENGINEERED ROW TRUSSES Detail "B", Jamb strapping 1)ACAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHAH.WIVE A MTI. OF 3000 P51 GATUR NUT ® tap & Batt. COM SSNE sTRENGTH AT 2B DAYS. SLAes oN oRADE MAY ITE CONSTRUCTED w/2soo P91 CONCRETE, Detail 1$ Jamb strapping 2) F TIN05 SHALL BEAR BEGAN DISNRBED it ORGANIC SON AND UPON diHER THE SURFICML 5011 OR UPON )x 3"x 3•x 1 /r 11 @ t tD p & B O t . STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMINA liAlT]Ft N.T.S,J J DRY DENSTY WV D1557) FOR A DEPTH OF AT LEASt ONE FOOT(1 1I.)BELOW THE BOTTOM OF THE FODTIKI. � HURT IQANE;RAPPNG PER 3) BEARING MATERAI THE FOOTINGS SHOULD BEAR IN ETHER IIIE COSTING FINE SANDY SOILS, • " b SOH, A ON SHEET/ WHK}1 MLL REOUIRW PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FiLL. YH[ BEARING 1. LEVEL SOIL& AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 08X OF THE MOMD TAMIeor,>t a ((N.T.S,)) PROCTOR MAXIMUM DRY DENSITY (ASTM 01667) r *11D-BORNE DESRIW PIr10TI11MM PAWTON ►SMEMI E 4) M INFORCNO STEEL SFNALL BE ASTM A-618 GRADE 00 SiEEL CON F WINO TO ACI 301, FLORIDA 13UIIAINa CtODE'r-••BUIi"DINS 1POR WD(MI gTRUCTURAL pANKS ' AC 715, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. - :r 5) CONTINUOUS VGRTILICED CAI. AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE I FASTENER 1 FASTENER,SPACINQ MR)i,; PER ATO JAI T LAI I SPA MIN. OF 30 BAR DIAMETERS OR 244, *KIM Is GREATER UNLESS TYPE ' OT IERWISE NOTED. IsanMl .: .3 21t E R C pMW O Mn 41T i Pws!Span B ft a PatTN 1Cy Sy *L 9.1v 9S a N I) E MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 h MIN. FOR REINFORCEMEM, s 4 4t <1111111 N!>Y ' FOCYr**S (TO MAIN RENFORGEMENT)......„............3 kheA CTtAOE ......CEHTptED � ' GATOR COUPLER SLAB ON .........�... ........ . ..»». . 2 LIZ 16' ld 12 9 TOP PLATE 7) HI IRIZONTAL BEAM AND FOOTINO BARS SHALL BE BENT 1'-0"AROUND CORNERS OR 2 l/2 OS Wood ScNrows3 '!L 16'� 16 16 12O OF WALLS ER BARS WITH 2'-0" LAP SHALL BE PROVIDED. ! R;M JOIST OR BEAM 16 8) CONTRACTOR SHALT. PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORT Doable-liaaded Na>i I 12 6 4 3 ,. 7 n(o OSS, REINFORCING STEEL. SUPPORT ITEMS WHICH REAR ON EXPOSED CONCRETE SURFACES 51: 1 iach�25.4mm 1 footxT03 mn� NaAI.`rp 4;�Ap(;W� _ SHALL HAVE ENDS WHICH ARE PLASTIC.TIPPED OR STAINLESS STEEL wo 9)ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR Notes: t $PALEO PC S%W� • DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED 1. Tbla table b haaed On a max m wind n[130 m h S8 mla atd mean roof height of 33 feet l0 « " IL6t� L.S'TA34 r s1i esIN#$'TRAP OTHERWISE ON-THE STRUCTURAL DRAWINGS. � P ( D !� ( III)or less. � W a F t � usE 2. Faatanera shall be ITreWled s posing on&of the wood stnwDtnl pmd. 1/1eO GATOR BOLT 8" 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE: REQUIREMENTS PER out FOR CONCRETE'ACI 318 LATEST EDITION, AND "SPECIMTONS FOR STRUCTURAL CONCRETE 3. Where taaws are atmebed too :.aonry or nlasoe►ry/atecxo.they sbalq be attaelbd using vibntioa ratedMd anolwrs having 4 minimum witHdnwal ea no- 1 FOR BUILDINGS'ACI Sot. ity of 490 Ib(2180 kIV). . GATOR COUPLER MASONRY 4. Nada shall be lod Common 42d box double-headed nails. CORNER DETAIL L2921 5TR6P?jNQ_t�QP. 1)�TE MASONRY LINTS SHALL BE ASTM C90-75. HOLLOW LOAD-WA910 CONCRETE 1/2"0 GATOR BOLTS SPACED N i/2"0 GATOR BOLTS SPACED 1 EXPANSION JOINT 'jee H�p� �'T'S'� 1 PER SHEET# AIXXTKU11Al. STUD WA.0; PERSWT // ADd110NA1 , UNITS TYPE 1, GRADE N-1 NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH EXP, BOLTS MAY BE NEEDED PER EXP. BOLTS lIAY BE NEEDED PER I ATOIAB4"OE 3//4 x to" wlDc tt 6"x e" OR 4"x 4" POST OF 2000 PSI ('I ' m w 1500 PSI ): SHEAR WALL TABLE ON SHEET,F /4'Roos c' N SHEAR WALL TABLE ON SHEET / I a AT GARAGE )HOOT 1 t O F "C' SATQ�,",159LT 5 EM -,,,—USE 2) MORTAR SHALT. CONFORM TO ASTM 0270 AND BE OF TWE 111 OR S, GP+a BLAB W/exexl0,1a rLw.F. II I EPDXY QR°MT (� INSTAUAVON INSTRUCTIONS ARlLtR105� 31M d01J. PONT axtlxIO/10%%F. S1�e�t p STUD wAll • :•'r , }'"-� 1)D[R111111L 11a ARTINO POINT AIO MARK Nl11aR•� 1 it•; r DRILL 6" INTO CONCRETE 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVA�NZED TRUE$-TYPE N1TH I .•w••' •t" 7� aL LMCA�E►roLR 5 in. LAP AT ALL SPLICES AND PRICED AT EVERY OTHER BLOCK COURSE, MAX. 18 In. O.C„ I Hi",H-aoLri" 011 a MIL. V.B, OVER 'JiN, 0„Bx10/iO w I GZ_�. - ON NIAMOM COMM19 IF a"aar ANOM ears PST STRAPPING O BOTTOM FRAMING WELL COMPACTED TP EATED FILL i .;i,•r+7 , �, I CONCRETE FOO11N0 ) f)tlowRlt kOGT10Ha s1Au I[1�1 ocTAIL�"all 1H1st (N.T.S.) i) ALL (FOOD FRAMING SHALT. BE SYP 2 AND INSTALLED PER ATC AND TPI AND NATIONAL iF 1 � µRrOS VERT ON 48"Q: !AT CORNERS, •• +�••• DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. "i 1 V. RODS SHALL BE W 39Z S IiTO N •.: I -- ' POST STRAPPING 2) Al} STRUCTURAL WOOD MEMBERS SHALL HYNE THE FOLLOWING MIL OWN VAUESt 'H I F007h"a AOTTDM AND 19' INTO ILA `•y � � M. HIOOKCb I TURN DOWN LAA OCTAL BOLT i''A DETAIL TYP I r •TCP,.1'oR HIORI'L, R13NF IRI AUNT, use •R p AAT QO101 �A BOTTOM SAWN LA43ER LAW. VENEER LUMBER 0,go.VORIZ, JOINT RENFOROIIENT ' ". MDL UN" I O GARAGE 44TSa (N.T.s.) I Fb - 1120 PSI Fb 200 PSI 1a O.C. (MAX.) I Fv - 90 PSI FV 285 PSI •_, '+"ra, I I'd • NO PSI E + 1,900,000 PSI :It* • 4a" (MAX)OR Fs - 1,455 PSI CONSULT CNCINEIR 3) ROOF Nt WALL SHEATHING SHALL BE 7/16'ORIENTAL STRAND BOAROB (088) OR BETTEIG. 1 "((W)x 8"(H) CONCRETE FOOTING I TURN DOWN SLAE1 dETAIL I N Oulmoom R INFORCSD W/(4�Ib RODS PONT aLAOKINO•aNEATNa,G JOINT 0 el}atlDs[R NG SPAN RATED AS SHOWN ON THE DRAWN EXCEPT O GARAGE I N FROM aABu Nato •4a"DIC. �HaIRRIaA"gr4r DONT.I"mm FROM ToP TO L r ... ...r. 7/16"IiRUO MtAI aoOF IESATHaIq U`►IAnatR aR EQUALC BOTTOM am TO WfW As NAI.g1TYPLCAL FOUNDATION DET IL r — - -- -"— — — —— — r —" BOFORN-Rola)DIF COMING PRONDE CUP FOR 400 ls.4)ALL WOOp MEMBERS EXPOSED N WEATHER OR IN CONTACTED WTH MA90NRY, GONIREIEn4 B7Dt carr, FOR x-aRAaND e r as OR 501E sH1Au 8E PRESSURE-TREATED. OxextO/10 W:W.F' a1NINDLc STRIP �OM CMH as O LATiRAL SHEAR 5) CONTRACTOR V LL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH ^" 4 , „ .,r }.4 I TABOO IOTTOM MORD err OAaIE APPLICATION. FASTENING SUBJECT TO M015NRi SWiLL BE HOT-DPPED OALVANIIED TO ASTM ..: ,•y r• • I in Nag a a'Qa ENO TRUSS A-183-ao, SCHEDULE „A,} r.= a r-D as ° I �--up a aHa of Do " - • v q (a)iFd e)ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WiTH AJ.S.C. SPECIFICATIONS. (z}•/a RODS CONT. I 1Rusa DROP 3-1/r DOUBLE 70P PLATE FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPEO'CALVANIZED TO ASTM A-163-80, ROOF TRUSSES STRAPPIN SCHEDULE TO TOP PU TF 6 q 18�--� OF BEARING WALLS (PREF-ENOINEERED FRAMINO) I I 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. INTERIOR STEP DOWN DETAIL 110111101111 FI oA� It. I 8) CRADE OF LUMBER TO BE USED FOR THE FABRICATION OF SND WALLS MAY BE SPF F2 TRUSS Na OR UPLIFT TRUSS m TbP N$`EAD OF SYP /2. DESIGNATION• (Lbs) PLATE OR TO RTUD j TOP PLATES TC FI IOTINGS — ^ —— -- ^ — •^•-• --^--• -- •-- — ••-•— •----- --- — i GOAT In4 IM ntQM TW 70 I GATOR BOLT SOLE PLATE SHALL 8E Exit BLOCKING a 4e•DIC gEYwcCN pp00TTTT00MM CHGRD�tl-BRACIRO QABL&ENO TRUSS AND FlRST am I tFROVW!AaoL lo"II)W'AT COMMON TRUSS smaNr O'��� 4��►Z, ). NOVO ql��j I AC Id AS 20 STUDS j/N�" TO SLAB �w �aaNNo zli ( I 4VT[O[RRFIONw Alit L THA >WAN;6" DONT. rrP,u►TERAL SCM DOLE "8" - MISCELLANEOUS FASTENING SCHEDULE Tw►tir 8TI[A '°( •16 O.C. Piut MEET ADDITIONAL EXP. BOLTS MAY BE NEEDED PER < iid NAA.a(TV I DOTTOM slam a eH1x4 Q r ISOMETRIC VIEW CONN CTiON FASTENER NUMBER OR SPACING �l' r ex01110/1O W,W.F: SHEAR WALL TABLE ON SHEET/ A X-BRAM H I I --- CAM Do TRS (�UII KALI TOP SONE PUTS TO SND, END NAIL I6d COMIg" 2 T7i LGT7;'SINAPSOqro�"00, r no Ac10 As ��, WCABLE ND 'TRUSS NO LA E TO STUD 0 SOLE PLATE, TOE NA 8d COMMON 4 Oro lip-.'�OlflAj w0aw i P(V�) DOUBL STUDS, FACE NAIL _ IOd COMMON 24'O.C. , a '� caHr W-ss4 PI�►TE LATE M FRAMING t� TES, LAP ASNDFITERSECTKXVS FACE ANAL Hod COMMON 2-16d OR3-10d COMMON l'I8S TTzob, LifNPiON. T .•'r ..yJ . ;?f}•pr'`'y f'+", LaTENrnL BBA i�� AL% sx4 1r1w11 0i4 as � T'xt • �.�:1>. 4 Ent alae"a 24 QQ I CAD FILE NAME CLIP III 4e CONrTI HEAD[R. TWO PIECES IBd COMMON 16'O.C. ALONG EA EDGE 1184 AA GT►"SIµ�NjOW� (2}•/8 ROOS CONT. 0[IMEMTN DAaIL eFIRST LOT• (�1l2P G 'rl C�,)T{rtJN/A ibs�.".I PRowgL A MIL 40O INT tlll[IMb v I+F g ..► ROOF 7/16' OR GREATER as COMMON e'D.C.. . ATE 3GSi MGT-s,"sH � INTERIOR THICKEN SLAB DETAIL PLATFORM FRAMING_ f . DRAWING Na WALL - 7/16"OR GREATER U COMMON 8"O.C. EDGES k.+ Ta TIH��D NIA '� OAIE END Im„ APf+Horea 12" O.C. INTERMEDUATE144815 ' E ciD t[Nm11 aK X�RACING MIAT OLT&) FLOORI- 3/4'TI:G PLYWOOD ad COMMON a•o,c. EDGES DIT ._s1x TRu�oNalllarlslo err- AL E r MISC. FOUNDATION DETAILS IJ NOT Excua N 1R..F LENCINX-41RA Nola APPROVED a>s LJG SHEET No. M 12"O.C. INTERMEDIATE P FuR Tux,DE51UNA11aHl OLTi3 txa[D 10 It« ADDIna1+AL ItVIB 1$RIOT> DAT& 1)Z LOUIS GABRIEt- P.E, � _ I plc® Product Ratings ]Eif : March 37 2002 iau4,iN s SIS M40/50—SH +30 -35 53x78 Standard single hung +30 -35 36x96 M40HP/50HP—SH +50 -60 53x63 High performance single hung +50 -55 53x763/4 +35 -35 53x96 TW—SH +50 -50 53x78 Tilt sash single hung +35 -35 53x96 TB—SH +50 -50 53x96 Tilt thermal break single hung MP—SH +70 -70 Impact single hung 53x78 RW HP +35 -35 127x61 High pec#nrmance horizontal slider RW XHP +55 -55 74x51 Extra high performance horizontal slider +45 45 112x63 NM/4/5 SGD +35 -35 4068 panels Standard sliding glass door +30 -30 3080 panels 2"Sill M2/3/4/5 HP SGD +45 -45 ' High performance sliding glass door 4080 panels 2-1/2"Sill MZ3/4/5 XHP SOD +55 -55 5080 panels Extra high performance sliding glass door 2-1/2"Sill ** 5'wide panels not available in M3&5 Revised:04/04/02 CAULK KHIIHD rip- VINDOW TWO by FRAlum DI SCREY1 INITALATIoN ANC CONCRETC OR MASONRY CpX:RETC OR MASONRY 0.94. - T VINDDV FIN MOR 1 IMMO MUCK ANCHOR OPC/RNW DY OTHERS E� .. 1'H1n[►IK"NT WIDTH DY OYHCRS 3/16•DIA CONCRETE y -,. ANCHOR QUANT) CHARY IJ4.14Ax LAIN_K KMlup VIN00W i1M :CREW��C 1-1/0•Min GO[DMCNT OPEMIIFr IT OTHERS O ARH At prod AT SCT of INSTALLATION ArAtHp1 IKiN6 LOAM KARiNG hunt. 1wx, EXTE111pt SPACE. DT OTHERS CALL BETWEEN WOO DUCK SHIN AS RCO'D. AA��LLOVA l ANN Apt TO K 1/4•.1119&MINS LX1E C SPAC GNKATER THIN 1116•Is PRCSEN7. TVp 11T FRAMING SHEATHING TWO pY Vgg11 b 1900 INTEIIIAL•ALWRAIN ALLOY 6063 CALL WINDOW FINISH 11Y' t MASONRY OIKNING IY OTHER$ VJ LOAD jME +'14f A0 LL 1! EA•JAMHS OTHERS DUCIt BY 07NCRf BY OTHERS 1-114• MIN. .a 11•(ITP.) KARiNO SHIN B= DY OTHERS 7) YM%Mki 04TALLATM M ANCHORS HRnT R[Or SWFICi[NT LrMjT TO ACrxCVE 111N.ENpCp4p1Y C1111EpEMT INSTALLATION ANCHOR d hAn 141p TVypp Dr vooD�t1tw COtBETE ICRCV ARCMOIAS A7 SRL w1ST YC OF SuT71EIEllT BID SLRCV<TY►J INSTALLATION ANCHM CAULK IKTUIEN MASONRY LtM6TN YO ACMLVE NRa 91110=Or 1-IJ4•I TO HAWNRY OR CONCRCTC. 4 2$7/R x 7/R 2 INSTALLATION RIO SCREW(TTPJ ,COPCHINGDINERS VODD BLOCK 41 MAX AKLpVMLC SPACIW KTV[CN 6N SCREW NCIR1Rf AND CV'CRCTC SCREW ANCNOS 10 BE 2A• 2030 23 7/R%3S 1/7 2 2 3 TC TION SWM AS RCO'0. Sr I&t MAX AT[x d11NLK 01 EOUIVKtxI FGR PCWKTM AL AROUNR CxYER10R O RWR ST pn ERt 2038 23 7n X 43 1/2 2 WJ LOAD WOp11 SUCH ANNCHOR W IF EXACT M SHY[IR Npi usrce M ANpgR pM r USC WD EX ERIOR F DEANLIXTI TTI ks- 1044 2]7n z Sl 1/t 2 It[ FOR 2050 23 Y/6 x 59 1/1 2 y 3 IJ4•NAIL REARING SHIM tLIW/q OLASI A 3/16•DIA CONCRETE LARDOI: YIN[NPA{rRIA7C p�St011 PRttsura R•d • ODOR!FRAME SCREW ANIC1pt DT OTHERS » FOR P11CXEr SI7CS U1E npfCST RY PAs!MnR SIiC t CDtr1fA1RATKN To FINISH OPCNRIG eKT 2060 23 7/11 x 71 1/1 $ 4 SPACE JAME PLAC9 CCR CA[tt fG9V ANdEIR!IN CR(Rli or Npp%STRIP As sNp1AN. N GLASS TlptxKSS INT VARY PER RCOUIDEx[HTS W ASi)1 E13MR GLASS CHARMS,SIIGLC FA AkCAfi 2070 23 7/6 x 83 1/2 2 8 4 r ' / IJ4•MAX H.f"N"ATWR GLASS 12 ALSO OtIALW)CIL 4 7n In 2 2 SHIN SPACE 11r �iNw•SILL EppKRS ANa ALL ANCHORS TIMp1Glt flll ME 10 Be$EALCO VIi11 A 511ALL JOINT 2430 27 an X 35 1/6 1-IJa•HON. StAll SCALER• 2 2 2 EIIDEpENT MI ALL D11iALlAYIOH A 1pI1S 141&1 K HADC 07 COR141S10N AEEISTAMT HATtRIALE 2434 27 H/6 x 43+n 2 2 3 CAULK CR ExiCRlpl . 11) �IONL uST�sGWC M[SMOUN ON THIS DRAW".nOVCVER NNSIALLA1104 "4450 27 7/X x 51 1n Z 2 3 OTHER BY 1,11D1 Y'<TTPJ IlK0ELL 6 R1t�ODRCTLTII-MRY 70 IHSYALLAIMM Or ALL p%dICURATIGNS, 2450 27 >n X 59 1/> P 2 3 OTHERS L1aCMEN1 iHO�Opp�,1CK �� IS) MIRK 4 L►NIC[0. I SN�7N. THIS PRINT ALSO APPLIES TO HARI<3: 2480 27 )n% 71 y> 2 4 FIN Fit FIN FRANC /AND IY MHERi 242470 27 SJR x 113 An LP 8 4 HEADER CxiCR(OR FINISH CT /RCD CLAS 27 /n z 27 9S In W piHliRs cm.nwisH INSTALLATION ANCHOR CHART >n x 1n 2 SECTION❑N '�] PERIIETCR CAUL.X IT OTHERS 2830 31 74 x 3S Nn 2 DT gr)ERf PCRRETER CAULK IJ4' It10 SCREWS IN 3/16' DIA, CONCRETE 010 SCREWS Q EA. 2 Dr OTHERS F AMC MEA SCREW IN FRAME SILL JAMB t F100K STRIP '4878 31 7JR X 43 1n 2 PERp1ETCR CAULK CALL OVERALL 2894 31 ah%51 1n 2 g 3 ExiERi01T VD/007/ I7 piHERS 2850 31 7n x 59 1n 2 2 3 HEIGHT SIZE SITE TO 46 PSF 61 PSF tP TO 46 FSF 61 PSF TO 46 PSF 61 PSr WR(pplN EXT.rDafH TO 14 TO TO TO 2970 31 >n X 71 Nn 2 2 4 �""` WIDTH Dr DTMERS F P 611 P F S P F [ 60 P F 7 P 287___0 31 rnx B3 in I SM X0,OX,XX 60-IV§4 X n 3 3 .2.a$Q 31 > z N SLIDING Gl.Ast 4 4 4 4 3 6 6 70'30 , FkAN[ ^r��SAP.VIDTH-- --`srf I/4•MAXPAC ��ro.,� %-11/Id X DO p } 6 S S 3 3 6 6 >n x 7n SHIM SPACE 3030 35 v.x]5 1n 2 P 2 SILL fipOL 111911 3/9 35.1/8 X 43 H/t 2 3 sY OT►!RS SECTION 2 Jim Oxo 143-V .DD 7 9 t0 7 7 9 ] 6 6 3044 35 7n x 51 Nn 2 14 D 3050 35 in X 59 v: 2 3 FIN FRSA0.NC 6 3070 35 7ro x 71 1n 8 $ 4 114.O.0 HEIGHT HT IMS OM KXXX 144-11/16 x GO 7 9 t0 7 7 a 3080 35 Imi3070 35 >n z 83 Nn p E 4 MAIL tTTr.> 160"OxItO.xxxx 19[-11/id X 110 Is 13 13 0 10 18 3 6 6 Yn x I/1 PERIMETER O xxxx !46-11/16 X DD 13 7 11 4 IL 3 6 6 TEMPERER(11 6 6 CAULK iTY T XX 1 1 x 3 3 3 6 3430 39 )n K 4 Nn 3 3 3 grHERS T [aWLLY GLASS tTYPJ [I41I/[rDKl�lr S.%O•a..Xlt 711-11/16 r 96 4 4 4 4 4 4 d VEIGHT NSTALLA4O)N ANCHOR 110110%O,q%.xx f6-I1JId r 96 S 3 6 ! 3 3 6 6 6 7439 79 >/R X 43 1n 3 3 3 HCIGMi AAIIDMRS IleSCERREE ` . 6_,`. _ 3444 39 >n x Si 1n 3 3 3 t1Y►') t11D1111 mw 14S-WI 1Xi 96 a lO n 7 6 9 --d-• 6 6 3450 39 7n x S9 U> 3 3 3 R o EALA K BETWEEN 3480 39 In x 71 Nn 3 3 1/4 nAI1 X d�.T. _ SPACE VOOD FRANC L _ 3470 39 7n x 83 1n 3 3 4 HOOK STRIP 1110110 OXXC.X= 111-11/14X96 . 7 !O 11 7 p 9 6� 6 6 DANL �pl[M 16070 Oxxp.XXXX 1911-11/16 X94 11 14 17 9 0 N 6 6 6 -�. 43 aro x 35 1/> 3 3 2 _ TWO DY W0p L00pD xxx 1147-11/ X 96 14 Id 6 ID _. _ _ d O O �— FRANC DY OTHERS 10 3838 43 7ro x 43 ,n 3 3 6•MAX. — ]844 43 an x 51 1/1 3 3 3 O TIFF) T4..lIING CLAS e 3850 43 7n x S9 7n 3 3 3 Y 0111ERS 1•„� lr OTHERS pdI11 FRAME v- 3890 43 in x 71 1n 3 3 4 ENDEDIIENT SILL SUMNO GLASS / 3870 43 7n x 83 Nn 3 DOOR NOXIC STRIP 3 4 SECTION 1 17 7JM x 26 1n 6 MAX.STT►) . - a 4030 47>n x 37 1n 3 SHKATWMG 4038 47 >/4 x 43 1n 3 3 .3 ))wR1D0w FRAME MATERIAL;ALUMIADI ALLOY{0113. W OTHERS I _ 4044 47 rn X 51 1n 3 3 3 2) /!R4sTALunat ANCMORs Muer DE a fUFFICICMT LTH.TOIxFVATION EH.EpH1EN, , 4050 47>n x 59 1n 3 3 3 ACHRENE MDL[MI[0MQ4T OF I'INTO FT m"M[11ER. t-1/4•HIN 4060 [x T.FINISH EXTIF Im fl EVATION 47 7n X 71 1n 3 3 4 MAX.AP.[/e sH:R[w AN(CIIORs a•1T10M coruHERs k:,•p.c. - VIEWED FROM EXTERIOR Ir.nTIERf OXO DOOR SHOWN � SOB--�EUaT.I� 4080 4070 47 x X x 93 In 3 3 40)(X17, XXXx DOOR SHOWN 3)CAU/(8E1rHD MR►001Y FIN AT HGp k JAuas MYTH pIHD-SIL PCRIMETEIR CAULK AOHK,*ANE OAVLK M APPROVED CGI.APPncAT1DM RIF 0110-" TEMPERED GLASS lY OlT(CRf _ 4430 S1 >n x 37 sA 3 3 E ApH[91vE CALU IVA IT COMPLY MIM SPLAMT MOWAC%�p'p SE1 SILL IN MEN TTYPJ 11CCOIAC100010Ns,00 MET CAfAA INI)m PIM AT MIIIOOM SOL- l<INCo LTD. f 4438 51 Y/a x 43 1n 3 3 3 4)OSE 1ATCx CMALH OR EOUMALCM►011"A&II1In1 SEAL ANtM �, K I N C O, LTD• "�01P[�aO"O � CONCRETE OR CNILK y[ K SIRiP DETAll- JACKSONVILLk�, FLORIDA 4444 51 an x 51.1n 3 3 3 Cxr[RIOR Or M„tpOM RY OTHMS. ` SLIDING GLASS 44$0 S1 >n z 59 )n 3 3 3 S IF EXACT SWOON SU 4 NOT LISTED M ANCHOR CHART.USE � J �-:11 � •LL•!►GRx1A 3t3S4 IMsiALLATION ANCHOR ��='�J1 � // DOOR rRAMC �3.,.T•,.;�J• 3/IL' OA.E1DIERETE �:_. TItID SLIDING GLASS p0}M WlTWp 6Y W1xiD RUCK OR FRAtIC 4480 51 >n x 71 1n 3 3 4 AH13HpR gJANITRY L/!1[0 SRM MptT lAROER sl[L r' „�' '-�': t: INSTALLATION DETAIL WOl]D FRAME OP MING SCRCV ANCHOR 4TYP.) JAI+E .v: —,rN 4470 51 7n%83 1n 3 3 4 6)GLASS TYPE AND 111 C"M MAY MIRY PCR TMC MIABIE11ENTS f .71- KA' -I r� CONCRETE OR - "4 J•'. OPENING OX I XX / 0X0/ GXXO t XXX% INSTALLATION DEiAM 4470 51 in it 9S WR 3 3 5 GF ASTM[1366 Cuss OMRTL 9NIIpLC OIA21H0 M s11oM41, FIN SINGLE hlllllC WiNDOW M40/SO { M40/30HP i sow NIHG :v `Z': 11 Exppxta HuuNlxl MARTINEZ INPUT"GLASS Is ALSO ou1LrED. - ~MANUEL MART! Y 1!11 _b"�'ll/06/01 BB t2/4/01 7)FACTORY PHONED MOLLS M FM,MIAs 00 No MOIINE K.IAx 7 uAlt awls. INSTAt1ApON sCICMi 11OTAl1AT1011 AHt3101K ARE ONLY REO•p• _ CiViL `N.T.S. / F.-� v O 0, XX DOOR SHOWN 711ftIPLIT[• CIVIL N�T.S• Eu T11Ru Fat AS s11DMM ON THIS sHtrT. KJA1W/ / L. ia ......�.3� -- 47182 '1 nF 1 - e vX K.a s �. � ...,e...,_.��._. G - 47182 H HF 1 2 BY WOOD BUCK 910 x 11/4' MINIMUM EMBEDMENT OR 3/16' PFH TAPCONS WITH 4.563' 11 1112' MIN. EMBEDMENT (TYP) 1 MIS Mt BE INSiMP KY Ai lOC IMS PRDi DED BY A CAMPY @i (2) PER HEAD JAMB OVEN SACH 9Wi THE AIILIf KIVEEN 19 ESE CF CAN l OR OVEN 19 11Is LESS iNAN 6 k6k(lS KIII MIi IS INSiALCEB IN IN GAP MAX, a-mllIhBLE AN VNERE ifC ONIi ANO PIE AREA ARE N316010 01 VAiIR llfILiRAiION 150' 1 FSSURF R6TiNfj via VAifR f iffil16V VNfRC VA1E INIIIiRAl16Y O MAN[IS 09 KMIRENENi IS mi Mo " ntive TofToDroved x 176.0. 5 O N i r x -16 mf MATERIALS LIST ix O I1EH Na MSCRIP111w PARi 1d>HR CWNiS V000-HEAD JAMB EV-12 /4'x 4 ', © WRESSIQN VEAiHERSiRIP Wt. 10 of VOOD '�,, �, O FIXED THRESHfIID , 'I Q iOP CHANNEL EV-05 81 11/16' INTERIOR79 5/16' I ' ' ' ' EXTERIOR © Sr K N 26 a.con +.DD2-.aoo) 410-1 11H16iNim—m MAX . 1L A BASF FOAM DENSITY 2.0 IQ 2.5 lbs,/Ft' ' 091194 CHANNEL + VQQO LACK BLOCK EV-08 V SiR KE SiIIE EV-01 11111V X 15116'X 19 5/16'NIL. 10 if VoOD 17 , VOID HINGE SFILE EV-06 I 11/16'X.15/16'X 19 5/16'HiL. 10 BE VOOD LOCK FILLER PLATE EV-09 .050 iHICK PLASiIC 3 I'd Hlu EV-15 .091 IHiCK(SiEEL) VOOD-HINU JAHO 11/4'x 19/16'HiL i0 BE VQOD O 110 x 3/d'V00D SCR VS (d)SCREVS PER HINGE T 10 x 2'FUS. (2)SCREVS PER HINGE N11N 1 IH 1NVS 4 I Vi'u6C111 R M>r A KI M O lam lu"m ,ippp04FAASC0�IVVIG 1991 ' NI a UNI O NKI 1'25' splmi �l�t3a�a YIO x 3/4'F1LV,S. 2)SCREWS PER HINGE 1 A .L ® 18 x 2'F.NS. 2)Ai EACH STRIKE PLATE i UFO 0 LOCKSEI VIKSEi BRAND 200 LOCK "FlOADE COUNTY 4001FICATI9NS v2uw JD 2 BY WOOD BUCK— 9 OAK C0IX I HODIFICATIONS vvw JD 11191%,V11 Nllf 1,11E f1Tf1,111 A ADDED PAGE 4 IDOL STYLES) Ln-m RS 11 Olf 11 HO x 11/1' MINIMUM EMBEDMENT OR all SIE - - ILJ3/16' PFH TRPCONS WITH MH MM MIN 11/2'MIN. EMBEDMENT (TIP) %I1•..CTif�I 3l—101 —E W (2) PER HEAD JAMB AA P111196,1197Q SHEET 2 OF 6 - NG 6a],..MAx A-MAX- OTHER DOOR CONFIGURATIONS �y��I1fI►IVC .•MAX a•MAX4.MAX ]'MAX-MAx3.MAX A.„A i5' 7•M.x 1. 68 ]—Mwx MAX MAx a•rr.x .•MAX II I MAX ]• MAX ] WX a•M.X INTERIOR aC NA M+X MAY MAX IV MAX mAx•`"1 I 11 3t yr . 151 MAX J L_,•MAS 15' 13•M.x 0"- x MAY 37 1/2'MAX 15'MAY88 II/ mx 16• t5•MAX M°x 35 3/+' , at MAX Ot 16 tl 11 MAX IV 1 q , 16 IS'MAX - t 0.t= 88 11/14' O 15' % SH1N MAx 22•MA% a 6 12 19 Mwx O� $ tXp I g 15•MAX .. - .. 37 1r2•M.X 15- Is• II \�-. Jl — M �- .-MAX a• '• •1�• y.MAX 15'MAX +'MAY 16• ,•MAX t1C. ]"MAX + 9r �•wx _ la- •16 ]•rux ,•n.x I MAX r 14 11 11 a `"M'xILI""' iMwx a•,ux "AX—N`4- 3- -4 Ax M.X •. 7' II ]'NAX .•MAX S.HAI .•MAX-J L .. r-ry a• MAY aC y - LI SCF GLAZING tlCTAII .' WY .•MAX +•NAx 15'xax for Mwx V aC 17 6 .• MA x •�.MMAX 17�A.µ,x a MwX ,.WAX A 1 1/4• EXTERIOR 1 r wx 3 MAX y-Mwx '` 11-MAX O 80 IIrl6 $ .'MA MAX MAx .• X O MAX II 1 r Ma% I II 13"MAX ]1 1/,' t5•MAX a•MAX-J L of MAX at 1yX — — SECTION A—A z 13'MAX INSWING OTHER CONFIGURATIONS t5*MAX; a` GLAZING DETAIL 6•MA% 15•MAX pO 88 IIr16• MAX ]•MAx 68 ] 59 ]„• MAX MAX a•MAz StMIN v0.L1AMS 950A B MAX'.x Max ]7 Ire' .•M.x EXTERIgR GRADE LATEX CAULK is,MAX Etc V EXTERIOR 13'MA% - _�,. Ot QIL —1 r— x LITRE WiSS FICO.1•RlL, [Et ME ''.i '_•� Ir is II—4x I I�x t tl 1 E(iMM MESS NIMIL Sft aNi,EEL'S 6•MAX ' AI •��=C/3WMAX :1rLrHCvmtTNE LfR 45(WS OAIE T c woe mMrr rucr:Iurlurs 6 INTERIOR lJ Py,U:TJ RiCIX VCT IY WtH-rHE 9 A8GE8 PAT[5 tmtre�tl¢I$7 r M.x p = rb cuss 1mu u � xu •ao sczcvs ro u¢reA�:, a•MAX r MAX "Az .•MAX sr�M. o• of '.•• r MAI 7 "Q 91 I-Il-O 1. r c- p.•• '_� SourM.v, gA orealosutnTar[tnlmn l¢7 A JUiI � A av tlncR Imt(Mrcu+Aftau .r.0 •z ,• MA; .•MAX rA; � I/2 oA7E M 41 P MDOR -ENTRY SYSTEMS 31-1020 ;l.I A MAX ' MAX ”"— GLASS BITE 9 ' MOM C • CLolvlsxxl %I E JEFFIMI SHEET 5 l7F .6 � ! PRO vLnlvlstoN M N Y S 31-1020--EW-I n v n I e'CEPTANCENO4rAP=LtNCEa'•FICE Pf1iSFiR1i.1'Y,C(i162 x"'•" '' 1/8' 1EHPEQFO Cd.A$S Y B=ING000EC0YPlWiCEOfFtCE rflc zt WR SFal 2 OF 6 'I`-I-.'_/—�`�I JI + ACCEPTANCE h0 Ot�0�14.Ig .1:.XY5t• t+L + ACCEpIANC ENO. H'lISC1l lllm If r 'i