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900 Lexington Green Ln - BC03-001211 (NEW MEDICAL BLDG) (A)PERMIT ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE Lng SUBDIVISION 0 �j '" 0 PERMIT # V DATEAR 3 PERMIT DESCRIPTION PERMIT VALUATION 4 Zj . SQUARE FOOTAGE —WAA 0 w a w r A z ;T) ui 17. LU 4 �z-It Ll �' 0 <1 W z �Qq U�<1 L o {= -A (j) l�il a CWF- Q x ah� T r hj— z wwLfl w a WzOQlu � `i w` tZ W 11Ur�x o U U-pw ulQ <cz z a. } o v W � L W v L ,0 c 431 +-j a. Qj w � a. o r G Gl p�p U U C9 � O j O ' tL It LiW O O Z Ni C7 Z' Q H Q z > O wLU x w c a to � � Q F (Yi z F DONALD G. DOLDEN, PE: LICHNCH K0.41624 19 Riva 61utt Tr. 0904r-$ /L. 1111b !z (401) 6/66.1404 W R.Ci4 l3db) 66A�4023 a a a LI w , APPROVED • FZe i s� 17 ev fit, rj �i eh �. �� }� C rn� -�, ENGINEERING PLANS i 1 1 U" PROJECT NO,: DATE LEX- SrARr pATEc 59pt 12, 2003 PLOT DATE: } Nov. Il, 2003 m W DRAWN F3Y: x rn D.D. K U c �2'-0` D O x I i CLj Z I,CL 10 CC 4 C. � a wFrL00R SLAB ELEVATION MUST BE 16" ABOVE CROWN U. I ' OFADJACENT ROAD UNLESS i QTHERWISE Ai%PROVED Lu PATE 1 "N'MRD BUILDING MPr. j I i I tHES PLANS ARE REVIEWED AND CONDITIONALLY CCEPTED FOR PERMIT. A PERMIT- >~� ISSUED SHALL BE i ONS "WED TO BE A LICENSE '1 O PROCEED WITH ; HE 'A 'I. AND NOT Q � --- "�_ 1 AS AUTHORITY TO VIOLA'T'E, ANC"L, ALTER, OR SET ASIDE ANY OF THE ROVI 10 15 PERMIT 1 OF THE TECHNICAL CODES, NOR SHALL �? 1'SSUA � 1 I REQUIRING A CORREC- N tjtjtj i OF ERRORS ON THE-- PLANS CONST j I I j O ... Lum It W z i H I O 1 1 I Ld '• j O 1I� I w 4 O i z I 121 I ; ! w I I I i CLj Z I,CL 10 CC 4 C. � a wFrL00R SLAB ELEVATION MUST BE 16" ABOVE CROWN U. I ' OFADJACENT ROAD UNLESS i QTHERWISE Ai%PROVED Lu RUCTION r Ti _— �. , 1 ! y, 4; i _ (�R OTt�ER VIOLATIONS OF THE CODES. �r L� _ .. ._ ,�,y . f 111 ; I ,- vi 20 k Ic� OFFICE COPY w O co Q 3 X.N TILE i I to g T cit �.-- tiiATEt2 _ . , COOLER I I � c' � m � �RcUJ tn V (X .30&a. UJB ,y aN 25 2-f2' �.L. EJTi�Y3RICICI`, ; ( `- z `` > ca _+ c VENNER a vii w r DSL. 2x12 u1D. BcAM Z w _ BEAR. < < p z � c x^- F.T. 'Ji' SGL. Imo° j I - CONC. 1 1LLED 13LGCK �_ a (c� 4_ tQ, E:)14u f�A F._/ _ _ ;i`._.. ..._. ?'_i©" CELL w/ 0) 05 VERT. X G C) ! i a rTr, -r-1"m i 4� t� PROJECT NO. I � SUITE - A l 'SUITE - B FLOOR PLAN PATE 1 "N'MRD BUILDING MPr. j I i I tHES PLANS ARE REVIEWED AND CONDITIONALLY CCEPTED FOR PERMIT. A PERMIT- >~� ISSUED SHALL BE i ONS "WED TO BE A LICENSE '1 O PROCEED WITH ; HE 'A 'I. AND NOT Q � --- "�_ 1 AS AUTHORITY TO VIOLA'T'E, ANC"L, ALTER, OR SET ASIDE ANY OF THE ROVI 10 15 PERMIT 1 OF THE TECHNICAL CODES, NOR SHALL �? 1'SSUA � CE OF A PERNT-I' PREVENT THE BUILDING DIOEPT FROM THEREAFTER REQUIRING A CORREC- N tjtjtj i OF ERRORS ON THE-- PLANS CONST uj RUCTION r Ti _— �. , 1 ! y, 4; i _ (�R OTt�ER VIOLATIONS OF THE CODES. �r L� _ .. ._ ,�,y . f 111 ; I ,- vi 20 k Ic� OFFICE COPY w O co Q 3 X.N TILE i I to g T cit �.-- tiiATEt2 _ . , COOLER I I � c' � m � �RcUJ tn V (X .30&a. UJB ,y aN 25 2-f2' �.L. EJTi�Y3RICICI`, ; ( `- z `` > ca _+ c VENNER a vii w r DSL. 2x12 u1D. BcAM Z w _ BEAR. < < p z � c x^- F.T. 'Ji' SGL. Imo° j I - CONC. 1 1LLED 13LGCK �_ a (c� 4_ tQ, E:)14u f�A F._/ _ _ ;i`._.. ..._. ?'_i©" CELL w/ 0) 05 VERT. X G C) ! i a rTr, -r-1"m i 4� t� PROJECT NO. I � SUITE - A l 'SUITE - B FLOOR PLAN ,7 ! PATE 1 13 5=-P 2002 PERMIT 1 TML uj S BEET NCS.: ... 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In nnlac� concrete may be y�ro �id.,d in cam osite lintel In lieu of concr,.t., masonr unit,$. _ L 9, SaFe load ratin�� based on rational desi n analJ 5is he,rACl 3{3 and ACI 30 i l II L it 11 I r r r I I II I, I, 51U 5 4L Z OJ OWLI- 03, Cod? VU U O W W FJPOJECT NO.• , U a I I Y 1'I 141 FEES •2003 ,; x DR WN BY: J II I :I , n :. . {.. ,f c r.eca5t >Lfniq..la -:� ,3a00s[. •,. ,;, I I , L , ,,. :. f � � I 2; f c restrs�d IIntels;, Q000 5I. P, Iw? _, A 3. �fc rout 300 psi u�/ ma�iml�m 3/3 ,a gyre ate. � , it'll r n - �-- - - - -j L------ _ _ _ _ III ' -, � - - - --, _ - - L.,_------� C--� C __---'--------- --1 - _ __� C-------161� 4. Goncret ,masonr u ito (CMU) per ASTM ..90 W/ � ( . _ ,. ., � ,- �, �_ P51, minimum net area com re5si , e strep th _ 1900 :p ; .. ' ILII • ---------�-----,---__r I f I I ,� . III - - - Q ,. a. Rebar rco�rid�d in recast Intol er .ASTM AQl5 . p p l p �, , ,I , '; VIII------___ -------- �'' z .. ;, „ .. Per A TM A I5 r 4 r, Ra e d eba pe 5 ,-i 0 o SF&0. ,, strand; per ASTM A41(o , rad., 270 lain �r�la:��tion. �.. © �' ,. u � � �If II Li , w 1. 1/32, Wire r AaTM 4510. 3. Mortar , per ASTM G2�10 t�pe M or 5. � ,, 11 !I >- , ;• r- / .. ;, I , z it 11 LO , RT TOP .: ' I ,Rcc3 MIN. !1) REO'D I r_ vz r��aR -,-----_:---�--_----_ �I I '. ,, , r `. L{ I I • _ I I --------•---- - -- - - -_ is w _ __-- __ _ n r I L`- o __ .< '; �ti., .' C.M.U.a 5LaC>c Z3 w �5 �. �) POUR=DCONG. J L : I :. rllul •, ,, r. 11 51U 5 4L Z OJ OWLI- 03, Cod? VU U O W W FJPOJECT NO.• , U a PAT E 141 FEES •2003 ,; DR WN BY: JTR. w , ,. , , , r , e t , S UD T S FTS MAXIMUM HEADER SPAN Cr , MAXIMUM A A,/CI HEADER DER r 3 --- SP AN (FT.) 12 I Q L B3 R $IM p N fU LaTA I2 (2) _S I2 7LaTAI3 (3) LoT 18 A NUMaER OF HEADER STUDS SU PO TIN BUD SUPPORTING G PRE-ENGINEERED aIMPSON META.16 TRUSS ANGNOR -- ,: Y E . _N OF HEADER (1) RT 2O I I 2 2 IM N $ Pao ( ^ I 2) �P QR C I 9) SP OR NSUF? ORTE P D WALL HEIGHT N M F FU U a R O FULL 1= r^ H"'T SOF ' LENaT., ..� UD EACH EN `GF HEADER, ; R , 7 USS _4 O. .- ,, UNLESS C>TH 1S , , .- ERUJ c , ,. I+ sa OR LESS' (3) 5P4 OR 2 2 2 iaGYPCUM UNDER C2J45(3) aRE TSR 1. THAN IO 1 2 ,2 3 f TI' t) aP ORP , ,. , , , r , e t , CONNECTORS FTS MAXIMUM HEADER SPAN Cr , CONNECTOR' 3 --- 9 1 12 I $IM p N fU LaTA I2 (2) _S I2 7LaTAI3 (3) LoT 18 A T PRE-ENGINEERED aIMPSON META.16 TRUSS ANGNOR -- ,: Y HUGHES (1) RT 2O (2) RT 20 (2) RT 22 (2) RT 22 IM N $ Pao ( ^ I 2) �P QR C I 9) SP OR (4) SPI OR P (4) SPI OR' R , 7 USS _4 O. .- ,, UNLESS C>TH 1S , , .- ERUJ c , ,. _ (2) ^�P4 OR (3) 5P4 OR (q') SF -4 OR (4) I-15 iaGYPCUM UNDER C2J45(3) r5 (4) rl5 LTT 205 HU.�H S E f TI' t) aP ORP S TIO R T (4)5P I OR C4)'''PTI � OR Pr --FL N..P_ 1(2) 1 C ) �•! 2 GPL C4) r•I r ..PL HCFL PL 'RIPP_E SIMPSON P5,H2.5; ORH4 TOP $ 5TM, OF EACH STUD aTU 5 D PL TOP aTM. GF AAGH STUD U N GrESHr , ,. , , , r , e t , --- _, .r vv. an �1n1v� Q — - - T PRE-ENGINEERED aIMPSON META.16 TRUSS ANGNOR -- ,: Y COMPOSITION S S SHINGLES OVER 5 Lae � R , 7 USS _4 O. .- ,, UNLESS C>TH 1S , , .- ERUJ c , ,. ...FELT ON 15/S2 C -D PLS UJD. c iaGYPCUM UNDER . GYPSUM UNDER . . .:N TED ON ROOF PIAN) -1/ic-P, 0.5.5. SHEATHINGr .¢ DONALD Q GOLDEN, P.E. PLfUD. SHEATHING PLYUD,<aHEATNING _ FRE -ENGINEERED U�o ANCHOR MITA Io TR ao LICENSE NO.7 2, 53 , EXTENDED 4a:MlN.EXTENDED 48 MIN, ,, MTL DRIP e _.. � OTHERWISE TRUa�a _4 O.G. 78 River Bluff Tr,__S _ A. ofDG OF FIRE _ ,:. !A. SfDEOFFIE ,. EDGE �• _4� A.FF NOT�D ON ROGF PLnN) DeBY, FLa..i1 , .. •, LL U !. B AR: NT, ..4 386668 _: kQTRUSS FAX (3g6 6�MTL. r TRI F A�. FINE CMIN) taA T, IN�UL: (R - DRP EE Y ,rF , ,t FF -. w ._.U , - DRYWALL HA IPLANCPR.-ENGINEERED • TRU55 EA , HT " w , - 24Y Q.C. SQFrIT ILLED U GMU LINTLrRUSS aATT. IN _. lR 9 MIN.)PNC. PINS TRIM FA r�^I -, _ , , BAR CONT, ' . r Yy Y A w o -, �.- - LINT H A E_ E DER. RDIPL NrC20 CCC;, E 1 Y' �� .ONG.,FILL_!D U CMU LINTEL S FFIT N c> w w i 1 _ Y F 9 4 A.F.r. I : ,. (5 INT I-# E_ L EL aG ED.. a l,U 5 BAR. CONT, ' w cn ca w , T RUS SEAR. �{T. S r, ,. . F R TT I ) _ Q PF RE Nn UM N ; L N D Ul � x H z O 0 w V w w o , . y� .. , PF , DRYIf)ALL _ 2 NOU SIR UJ,4L „ , a o er•, uj N , ,. , , , r , e t , _ __ _ s - _ w I t , I ,r,• ., . ,, . , I ,,, ,p , • 6HINGLE$ � - ,`/SNEER (6EE ELEV) -�--• . • , C. r,. ,-„r , \ , .: :; .. �", -_-, FRAME OR CMU SILL, JAMBS d HEADER FELT PAPER' _ - y 4:,c5 :'..gra CaAU, E GALV.''''i. LUMN: . f ' ! SHING.. / 11/ `ELECTRO CaALV: �. H T - _ _ - ',I -- E RR (WD. FRAME . I „ ,.. I"_ A lV a ROOF 6 EA, RING 'MOISTUR BA ISR NAI `si" .C: / A `; ,` li ONLY) �_ <:ROoI;•. tc, : Lea - o w L! ~\ _!" , !E' THER P QSTIC R OF EM NT ,, tRUS$' TOP CORD MEMBER `* `` n -� - ,.. A l.. O G E _ _ - \ .., ,.. ,' \ �` I1 - .---- EXPAN51ON STRIP5 RECOMMENDED` im JAMB �. / h .,,;A�3.l+ A BLI FLA5,N1 ;' ', \',' 0 ,r- _ ... \ <L. II % 23 GAUGE GAL /,' ALUMN. RRIP \ . LL,., ' . > " INSERT 'S ROD IN i _:.__._ _ I 1 ., "I 1 �\` : I _ ,�� - � - _...,_,.-__ - 2-SD'(FRAME) OR (1) 3/10 X 1/z TA -CON :' $PING: E$ EDGE lV/, I/a ELECTRO GALY, �'.: EPXOY'FILLED DRILLED ' I- \ �: II . I (MA UNARY) TO F5TN' AN I-4 R T AM . , , : ROOFING NAILS v 4 O:G. U1/ ALL . � I I MOLE . ,,'., FELT, PAPER-- > ,IUEATN R PLAS! IC' ROOF CEMENT : \ II . �__ e- BTU,N: FELT PAPER 4 SHLNGLES Ir ' �. \ : , �,"i ,: I, .;';. , . �,� j. �\ �__ ANGI-IOR Il`! PORI ONTAL JOINT AB /. . i , ,: , N , \, .; fFl STI F M )•� _,. ti ; r, h 4' GONG. SLA W/'oX6 "10 ,r.,.' ,;'. ,.. r... R a RO EDGE _, Ef FIRST COURSE OF BLOCK AND ON I ". �,. Ir WELDED WIRE MESH \\ II SUBTERRANEANTERMffEPROT�GTION W/ FO ORI N i , ; ,: „, EL RE. OR1 EN Ii ,, _ , ,, . - PANESTA � D " �\ L R .:.r.. ... , : .r ; CLEA G ETIU N T I A PAN IN E �, ,, -•. ,. . .. , ;' : RAN /O`-0 3 GA NOT DIPPED GALY., N, . „, „ . ,, ,. ..' COVERINGS AND F NAL EAR' H GRAPE. + 1 . g :; 7H I I GR055ROD& S O.C. 2 WIDE 5'i d I r ' r a , .., , ON . E BU LP NG SHALL NOT SE. LESS I D d.:. ,..„ .> , _,.,':. ,' :, : , ... ', ; ,, • :,' ,. ;"` F N16NED FLOOR �\ T ', . ' , '; , THAN 6 WGNE6, (FBG 1403,1.6) EXGEPTI WIPE FUR TRIML INE BLK. ROOF.al11=A HING:, II - --- ---- -- - - . " I. PAINT ORD ORATI V 'r M NTIT / s, EC E .-E E OUS , ,' , .T 1,1. ,TOP,: , - g , AN / TH -- ,. I ., FINISu LE55 TH a ICK ADHERED MORTAR PR PAR A r N TO ASTM ,: ,., D R G . ,,. M M ; ' ,, « ,,. CQRD : E'aER DIR GT Y T TH MA Y F A DRILL 3/4 IA. MOLE 6 IMINJ' \ ' c, r , , .. . N / C210 FOR T EPE NE <, tr 61PEWALL. O INTO'FILLED CE L'U)/ E 60NR OUND TIO fs , :.:.'M ,..a,, L , ,. ,.. , LOC -TITS ART ` 7 / P EP .0 ?. A R u NI O ti >, e ,. L -, ^ ,,; ` '':;. ,' :. GCE66 0 E GLE RAMPS WNLGN' SEE FOUNDATION PLAN FOR \ ,I st RISE TOTHE INTERIOR FINISH FLOOR ELEVATION . . c t> :� D R F I ER vIZE AN EINF F O OT 'ly,.; ,,:r:_• :.,: - OR THE IUDTH OF SUCH RAMPS ONLY',. �'--- SEALANT (SILICONE TYPE) RECOMMENDS 1 d FTG:' TYPE \� D Iry '.t " ;'y ELAS �1G, ALUMN, QR1P GE .., ...fi,. ' : 3. A FOUR INCH IN PECTION PAC AB V . :, ;: - 6 o E . , :. , , PATIO AND GARA S A 7 Y A i_ 1 u u I r GE L R5 AND ENR ARE S. ;: KCAL 2 •I. of SCALE. 2 1 -� Ad i. , .' a';: '':.:: .N.... , ;... ;,.. .":. - _ L.IEa UJITH THE .LETTER Irl INTENT..OF TI -'IE STANDARD . GL� r TH15 AF'PLLCATION COMP _ . i 1. 4. INF THE PATIO NAS BEEN. 501 TREAT D F R I IN r .0 SH T E O BU LD G CODE AND THE:DE AILS OF REINFORCEMENVA5 PUBL1 ED BY HE �1, \ a :_ TERMINTE6, 7HE FLNISH ELEVATON MA't:MATCH -,, � G ,:,, ::�' (, STITUTE, SPECIFICALLY 318-89. THE BUILDING INTERIOR FINISH FLOOR AMERICAN CONCRETE IN ,SHIN ES •< 50(i8 6.G;D.' XT RIOR GLA 5 OG F R 1 M H I A .,r, ; .. _. . , . ELEVATION ON MA6Ct4R CON6(RUC:TION ONLY. , , ,. . ,, _ 5 , 1 Y , . ,:., , ., .. „ , .,, ' :, , ' :: _; 1, MAiZ. ANEL al PE O SO � . FT. W N ". ,., ,' P ZE C SQ D O D I',:. 9 TRU55 01:* GORE MEI" MBER , . a, 5 6oN E EER6 3 DW D .1. .� ,. .. .R G -56lp, 6. ., 3 . 0 EL.�R.EPLACEMENT ETAIL j „ , (N0.1 AG 3H.EArN1NG1 _ .r, - --- r,:a t,..:. OF &.. ATN CONDENSAI $ L INE6 AND R OF DOU N 6R ; T SHA RQ., NE 11fG O OU 6 LL' - , I �, , ,, f ,.,, l'.�.� ,,. .. , f r, ...,,., ., y , , ..,, DISCNARG AT LEAST ONE FOOT AWAY FR M TH . E O E �,' J T r +,, t"EL PAPi�R:,, r A M A V'' N i 26 Ca U. E L ALU FLA5H1 JG G , T T 5 L. ACK R T � A ) S UD GR D E BRACKET % (2J OTS L T 6- AI LOG ON LB. LOAD ON P / G G. UUR W 5' EMBED, o R , . .,,. ,. _ . 1 T T A S RUC URE SI EW H TH Y N N. D LL lL E ER B U DERGR o' D PIPI .•. .,y:, 7e,,.` , . ,,,.,., , _ I. . ANCHOR . ,1 , t , r r �;r +.. t ., ,, J YY .1. CQNG POUR'W/ 5 . $H 35 WINDOW 53' X 63' 23:Er $F. 820 LE3$. 7AI T N I c NG. L E.S E 5 ON6 'OR �PLA6H B OGK6. UTT L G ER6 Q y' ♦., {,' _. ,, „ ., x :; , ., r _ . , < ,_. 16 (lU)': AU A V. M ANI 26 G GE G L ALU N. FL $ NG W! t .a ELEGTRQ GAL G ROOFING , ,,, s,s,,, _ r,. �: ,; .. • „ , , ., ) .�.. l `I 'OR UILTH pO ldt SPOIJTS ARE REG21lLRED ON ALL. BUILDINGS 2 WA6HE ITN R .0 ' (,;i Y ,.,,, a, Y a : t „' .. -:. : ...-.> ,<, /..' li ,, r t W 1. A_ ELECTRO GALV.'ROOFING I . AI 6 A `4'.. / t ":. `' O.G. lU, ALL WEA NER 1#. 1 B , ._ r . ,. ♦- :. . .. „ . ,. ., , _ , . Y A S L NA G 0 ��I�, WITH EAVH6 GF LE56 TNA 61X INCHE N RIZONTAL 6 O `- 3. PROVIDE ENOUGH FA5TENER5 OF TYPE USE TO EQUAL OR EXCEED BoL75 LOCATION i , ': . ,•' C ` NAIL :'1t 4 tui ALL WEATIa R PLASTIC.RQOF'CEMENT BtIUN. - - ' , - T 5. NOT TO INT RF A E E R ,. . . , ,, . � , . .. / : ,' ,: ,, - - . ,. .. t. . PROJECTION EXCEPT FOR GABLE> AND RAKES OR ON A � ,.5E /z BOLT ' , ..0 , ,ILS , ", � .A t , . „ .1.,. , .c. ,i `,P ,,TIC R005 GEMENT A>3Y. , ; . FLASHING A: FRAMING' �-, -• 3/10' TAPCON (EMBED. 13/a') . 230 LBS. SHEAR ' ,- , : , ROLER BRACKETS ... ROOF ABOVE ANOTHER ROOF, IRRIGATION/ PRNKLER AND RISERS FOF2 SPRA`f HEADS SHALL N0 78E r,:„ > �•(� :e (o " ', , .,, . ,. d _5' Q,'.-LAv IHG , t / „ ' . : ;, ~- mm .' .. 6 _0 U) INvTAL1 ED UIITHIN ONE FOOT OF TH B I DIN I A . E. U L G 6 PEWJ LL 4v I ti' d ,, , 1 ,I F I 4 f BG 5f03. .4) A v d r,r JY t:., M1 f a '.'., . . ER 6HALL.AL60'BE 1 r Y i i ,,, :, , ,;. , -, . ;:' , '. , . - , ,.. . ; : a t i x INb ALLED FROM BELOW THBE URJALL 61LLr PLATE OR t I %} ;. ,1 FIR T 6 BLocK cOUR3E +to I OrlTA t R X LLT O MEED IN A' E WD. NAILER ----- =`'"�� ♦. A60NRY EXtENDS BELOtll GRAPE, A iA s n; , _. • "I. %<„ _ .. , "1 ._,. -.. ,: : -, _ t 4 , y. J I -. TERMt�PROTECTIVE TREATI IENT MUST.BE Af'PLIED.TO _„_ _ .-.,_� _ .. „__- --- I--- ---.,.---, -„_ . -- •--- � 9.. rl; . R . 1 / GLASS. BLOCK QETAIL . - _ STUCCO (5EE ELEV. FOR' ALUMN. WINDOW -- ---- FINISHED TEXTURE) - 8XaX16 C.M.U. f � I �. _ -" --- . ` r `,, , . - -� • _ �_ p , � ,' 'I , ,. 1 l I r L. L. I i 1 \ 1 I rJ L. l - ,r,, � 1,. ♦;r 1 4 L. 1 1 i; ,. , T T 5 L. ACK R T � A ) S UD GR D E BRACKET % (2J OTS L T 6- AI LOG ON LB. LOAD ON P / G G. UUR W 5' EMBED, o R , . .,,. ,. _ . 1 ,, . .•. .,y:, 7e,,.` , . ,,,.,., , _ I. . ANCHOR . INSTAL D m'C L L E E .�L -" � �� 1 - ' l3 J /2 FRicrloN t ., ,, J YY .1. CQNG POUR'W/ 5 . $H 35 WINDOW 53' X 63' 23:Er $F. 820 LE3$. FIT BOLTS Q y' ♦., {,' _. ,, „ ., x 2I' -O" 43.8 L3./FT. 2a6a DOOR ., .36" X 82' , 20.5 SF. -, 711 LB5. ' , , ,,, s,s,,, _ r,. �: ,; .. • „ , , ., ) .�.. l `I 'OR DBL. 3068 DR. 16' X 82' . . 43.3 5F, 1,502 LBS. 2 WA6HE ITN R .0 ' ,,. ., , ". , . „'. 21'-8' 69.8 LB./FT. 1#. 1 B , ._ r . ,. ♦- :. . .. „ . ,. ., , _ , . Y A S L NA G 0 ��I�, FIT T , BoL. $ .. 3. PROVIDE ENOUGH FA5TENER5 OF TYPE USE TO EQUAL OR EXCEED BoL75 LOCATION i _.,,.. ♦ ,- : . EQUAL IN D15TANCE ALONG BALANCE OF BUCK. . ' , - T 5. NOT TO INT RF A E E R ,. . . , ,, . � , . .. / : ,' ,: ,, - - . ,. .. t. ,'; ♦. , ,, ♦ ♦ I � ,.5E /z BOLT ' , ..0 , ,ILS , ", � .A t / W PLACEMENT OF .,,.. ,�. 1, ,: , - .. : a 1. J.: 11..' �. ., .., �. ... .,:' .� . .", ' „ ROOF A SEMBL DE S Y TAILS 3/10' TAPCON (EMBED. 13/a') . 230 LBS. SHEAR ' t r A r'ID GSE ROLER BRACKETS c :. ,. ti .. .. ..: ,.. , , _ ♦ 1�` ` LB. LOAD OPNG. C.M.U" TOTAL TOTAL OF BUCK :'. 1 , + r, ANCHOR . F.T. OF BUCK , , . 1 t ., ♦. ' �' . �. 15'-0.1 21.3 LB./FT. $H 25 WINDOW 3o*/a" X C73' 1v,9 SF. 5a/o'L35. YY .1. , $H 35 WINDOW 53' X 63' 23:Er $F. 820 LE3$. 19'-6.' Q y' ♦., 5N 36 WINDO+.0 r:3' X-12' 26.5 5F, 920 LBS: 2I' -O" 43.8 L3./FT. 2a6a DOOR ., .36" X 82' , 20.5 SF. -, 711 LB5. ' , , 42..1 LE3./FT, . 3x063 DOOR 40' X 82' 22.8 SF.' `190 LBS. ) .�.. l `I 46.5 LB,/FT. DBL. 3068 DR. 16' X 82' . . 43.3 5F, 1,502 LBS. 20' -SCJ' h, y, :l. J..♦ 21'-8' 69.8 LB./FT. 1#. 1 I5'-0" 259 LB./FT, I. FOR EXTERIOR WINDOWS AND.DOORS USE Ix4 P:r. BUCK ON JAMBS AND HEAD _ , . Y A S L NA G 0 ��I�, +, 3. PROVIDE ENOUGH FA5TENER5 OF TYPE USE TO EQUAL OR EXCEED STATED LOADS ON TABLE i AND SPACED . EQUAL IN D15TANCE ALONG BALANCE OF BUCK. . ;. . ' 5. I•t '' NF1 s 3 ,'; ♦. , ,, ♦ ♦ I % ., _ .,, „ I -,.. a� .. r, , , ,r ..0 , ,ILS , ", � .A t (o,. APPROVED FA5TENER5: w; i _.L 3/10' TAPCON (EMBED. 13/a') . 230 LBS. SHEAR A /A ALL S 6G LE: N B ND t r A r'ID GSE ',; 4 :. .., .. '. i �� _ .. . . ...i :. : , - -_� __:.A.W:- ... -� r,:„ > �•(� :e (o :, ,, ..;. mm .' .. 6 _0 U) :tir 4v I ti' LL1 . r 1 ,I A v d r,r JY t:., M1 f . , , t t 1 r Y i �/ /Q a t i x t I %} ,1 //�� K% F 'F ♦. iA i' { f t 4 , y. J I 1 _I � 9.. rl; . R , r , , t; l I t :I f ' ;1: 1�. ,` 1., 0 .. , 1 iq .. r _ .: .. ',. • :. .. M : }.' J- 9 r. f` ;: S' G e 1 1 SHEATHING .TYP d FAST NTNG: E E, ','' 15/32' C-p'PLYQQP OR '1/16":0.5.6. SHEATHING w/Sd ' RING SHANK.OR SPIRAL NAIL5,g 4' `O,G. OWEDGE5 AND FIRST FOUR: FE1T :OF ROOF,,5NEATHING FROM ALL EDGE'6, AND' 6' O.C. tv SHEATHING INTERIOR FELT PAPER TYPE' d FASTENING: " '' 1 T / '/ r 15: B.'F T / SN A HIN A L EL O ER E G W 8 PPED ... 't� R OFIN • I I O G NA L5 Q. . 2 C SNIP Y d I • GET P FATNN L E S E G COMP4vIT1QN SHINGLE$ W/ (6) 11/a ELECTRO „i. A I A LY: R W A E_ HIN / F O G N L5 $ G E W ULL G OF L ' H ATHIN N T AT! N 6E GPE ER O �_ ,V T TY :' ,A F t I , EN PE A� EN N 4. / 1 1 FF- _1 V T / l 0 x' 2 �0 A Y. O R DGE ENS W G L a \ � T A / INGN 15 4 El.!"C ,RO G L ,ROOF A L O<C. _ .A i F'`A HN Y F I L S T T N I G PE A$ E N G I '1 2 A , �N , �A V` MNFAH 6 / -I G l!G-a1; L .ALU. L G W a ' G / , (5I X. a 3 4 I O ATIONS-- -... .L G / , (6) .0 3 . r^ - 4 a TA - . P ON ' ` -? a T N PG O r IIII j �, N IN �II ,13, C�,,Qr'., , . "� f. I � � C� N E EER C-� SPECS , " ,. 1 , W r, 1, T I i x. .. ,�,: �. F.' vw, E R GAL 1. RO NA 5 4 C ::. � d y ! G OF NG L O , , g,. .. ;,.. ,.sY . _ : 112 F � 3 / BS 6 '3 B5. O L t a L a , WI OA FA . - ND L CTUR' 41 D 3 LBS. PER 6Q, FT, { 25.9 F'i BS. PE SQ, L R A IN W DOW L CATION MAY T O BEA ANY P INT N A A O O W LL IN W OW 15 O AT L G ED EL W 30. A V TH A B O BO E E GROUND FAST N R I T E E REQ R D ITHI U E O BE W N 4" B CK GF U END NO O THAT F C GL SER 2 ROM 3U ,. ENp FASTEN R T E OBE SPACED E AL Y QU L d FULL EMBED. OF SCR H 'A I 7 EW E D N O f�+'K - BUG IN G W DOIU 6TYLE� INCLUDE: SINGLE/DOUBLE HUN a , H I NTA o z F R O L ROLLER AURJING OR IX ASS E GL D N 3, 4-16d TOE NAIL. 2x8 RIDGE AM INT A T T T BE O RU5 L 5 5 O -_.--I FORM /ALLEY RIDGE 2x4 COLLER TIE W/ 3-IOd v EA. END FOR 5PAN5 OVER 10' - (D'- K w M 0 x a D O 0 x6 GON\/, FRAMED o ;AFTERS � s o iii 13 �A. RAFTER TIED ~ �� al TO 2x6 PLATE w/ V) IM P M'r 0 5 P50 1 S 2 OR � H 2. 5 0 i Z - •2x6 PLATE W/ 51MP50N MT5 I2 tw.4a' O.C. TIED 'To V) ROOF TRU55E5 BELOW M 37 - VALLEY CONV. FRAMING DTL. E ERAL NOTES; - 1. WOOD FOR STRUCTURAL CONDITIONS TO BE GROUP II: SPECIES OR MINIMUM Fe =, 1300 P.5.1 2. .SEE MANUFACTURER$,$PECIFIGATION FUR REQUIRED FASTENER$ TO ATTACH GARAGE DOOR, ENTRY DORR$, PATIO DOORS AND WINDOWS TO BUILDING. GARAGE DOOR 'BUCK5' SHALL BE ATTACHED TO STUDS WITH 3/a' X 4' BOLTS, SPACED EACH 24' O.C. WITH MINIMUM OF 3 BOLTS. . 3. ALL DOORS d WINDOWS SHALL MEET MANUFACTURERS INSTALLATION REQUIREMENTS IPI. ACCORD WITH 5BCC1 COMPLIANCE REPORTS „ 4. 501L MUST BE TERMITE TREATED AND ALL PROVISIONS OF FBC 514ALL BE MET. WIND LOAD ON EXTERIOR OPENINGS. ' Y.1 ' i' . ti .. .. ..: LENGTH LB. LOAD OPNG. C.M.U" TOTAL TOTAL OF BUCK PER LINEAR TYPE OPENING . ARE'A LOAD . ANCHOR . F.T. OF BUCK SH %35 WINDOW . 2o3/a' X '03" 11.8 SF, 410 LB5. 15'-0.1 21.3 LB./FT. $H 25 WINDOW 3o*/a" X C73' 1v,9 SF. 5a/o'L35. 16'-10' 34.1 LF3./FT. $H 35 WINDOW 53' X 63' 23:Er $F. 820 LE3$. 19'-6.' 42.1 LB./FT. 5N 36 WINDO+.0 r:3' X-12' 26.5 5F, 920 LBS: 2I' -O" 43.8 L3./FT. 2a6a DOOR ., .36" X 82' , 20.5 SF. -, 711 LB5. ' , 16'-8' 42..1 LE3./FT, . 3x063 DOOR 40' X 82' 22.8 SF.' `190 LBS. 11'-0' 46.5 LB,/FT. DBL. 3068 DR. 16' X 82' . . 43.3 5F, 1,502 LBS. 20' -SCJ' 15.1 LB./FT. 3080 DR. W/ 2-•S.L. 64' X 98' . 43.6 5F. 1,511 LBS... 21'-8' 69.8 LB./FT. O.H. GAR.' DR.. i 16'-0' X 11-0' 112 SF. • 3,896 L6S. I5'-0" 259 LB./FT, I. FOR EXTERIOR WINDOWS AND.DOORS USE Ix4 P:r. BUCK ON JAMBS AND HEAD _ , . Y A S L NA G 0 ��I�, 2. FOR GARAGE DOOR USE MINIMUM 2X6 P,T. BUCK FOR JAMBS AND' REQUIRED SPRING PADS 3. PROVIDE ENOUGH FA5TENER5 OF TYPE USE TO EQUAL OR EXCEED STATED LOADS ON TABLE 4, FASTENERS ARE REQUIRED NO CLOSER THAN 2' OR MORE THAN 4' FROM ENDS AND SPACED . EQUAL IN D15TANCE ALONG BALANCE OF BUCK. . ;. . ' 5. 5. MINIMUM FASTENERS: TOP BUCK - 2 4 3 . 61DE� BUCK - 2 % ., _ .,, „ I -,.. a� .. r, , , ,r ..0 , ,ILS , ", � .A t (o,. APPROVED FA5TENER5: I , ; _ ,.0 1 1 6 x 7 E IT .110 I !» E A J' , a -� 3/10' TAPCON (EMBED. 13/a') . 230 LBS. SHEAR A /A ALL S 6G LE: N B ND ''/a" TAPCON (EMBED V/4') _ 320 LB5, $HEAR GENERAL NOTES BUCK: . A Ix T • Y (STUD GRADE) FASTNE RS: I/ ° X 2 T,4PC a aN (1'/4' EMBED.) ` OR /1 3 fo X 2 2 T 4 F'C C7N (13/4 EMBED.) II 4 MA X. 2 ' MIN --� °' ' Y.1 ' i' I ti .. .. ..: ♦ """ • 1943 LF3S: TO' EA: SIDE BUCK ` ` W Wl DOIIJ BUCK TO BE MIN, OF is TNK IN lU OI,U N z. D OP . it ,,! { I•' „ - .. , Y �. ,.. - - _; I 259 L 5. PER IN RFT 51 K 133 LQ:AD L EA E BU D G 3 z , 7 3 3068,W/ (1) SIDE LITE 3 3 DBL:3068 4 a 3 / DBL, 068 W (2) SIDE LITE6 Y J ,- s , . , _ .,.. -. a .. -, ,.. ....,, .. t .,., y ,:. ... ., C . . ' 3 G A D PE IaJ R G -DBL. 2080 - 2680 MASO A Y N R N S IPG 3 I h k .. ,.. , _.._ ... 4.. .... ..._ _: - , , , N I. , , , _.. t• ,,..,_ ., :. ,-, _ , . Y A S L NA G 0 ��I�, Q r A 1 L � r , , ,, . , , . , , Y, :: , , , .. _ SG A LE / - i . _ ;. . ' 5. .WINDOW 4 3 I , �V { d % ., _ .,, „ I -,.. a� .. r, , , ,r ..0 , ,ILS , ", � .A t r _ 4 ,, I , ; _ ,.0 1 1 6 x 7 E IT .110 I !» E A J' , a -� A /A ALL S 6G LE: N B ND ',; 4 :. .., .. '. i �� _ .. . . ...i :. : , - -_� __:.A.W:- ... f i x. NEADERI. Fr3.U�� K'.- F•/YG IDE - 5 BUCK- O D O R OFPNG. w w a z w w In Il 6 w U z Z m 0 t) ly G 0 0 3 Q a o I �` o w LD v � y 1 C.� I w z """ • m p W �� SING LE DOOR 0 �- w 1 FA T 5 EVER REQUIRED TO 3E WITHIN 4 OF BUCK END w m' i`® . W . zv _1 r r MIN. FST NRS. , Q� EA• SIDE HEAD W �� SING LE DOOR J DDDR LOCATI M ON AY AT A Y' I BE N P NT N A O O WALL DOUBLE DOO R 1 FA T 5 EVER REQUIRED TO 3E WITHIN 4 OF BUCK END w m' 0 3 z , 7 3 3068,W/ (1) SIDE LITE 3 3 DBL:3068 4 a � . z B. EL O U (�► 0 �LJ o w 0 � a x u o w U 0 0 0 0 w '. w m 0 0 w V) . 0 'L ���1 0 FASTNER S H D CEULE DOOR SIZE' r r MIN. FST NRS. 'POOR. SIZE r MIN. F5TNR5. EA• SIDE HEAD EA, SIDE 'o SING LE DOOR J DDDR LOCATI M ON AY AT A Y' I BE N P NT N A O O WALL DOUBLE DOO R 1 FA T 5 EVER REQUIRED TO 3E WITHIN 4 OF BUCK END w m' 2068 - 3063 3 z DBL: 2,068 - 2868 3 3 3068,W/ (1) SIDE LITE 3 3 DBL:3068 4 a 3 / DBL, 068 W (2) SIDE LITE6 4 S 0 ./ 3 6a W (2) 51DE LITE6 3 3 -DBL. 2080 - 2680 4 3 2080 - 3080 3 2 DBL. 2,3W - 3080 4 4 3080 / W (1) 1 I 5 DE L TE 4 z (/) 5 5. 30a0 W/ (2) SIDE LITES 4 3 G a w .. 6 _0 U) FASTNER S DU I CHE LE FASTNER S H D CEULE DOOR SIZE' r r MIN. FST NRS. 'POOR. SIZE r MIN. F5TNR5. EA• SIDE HEAD EA, SIDE HEAD SING LE DOOR J DDDR LOCATI M ON AY AT A Y' I BE N P NT N A O O WALL DOUBLE DOO R 1 FA T 5 EVER REQUIRED TO 3E WITHIN 4 OF BUCK END w m' 2068 - 3063 3 2 DBL: 2,068 - 2868 3 3 3068,W/ (1) SIDE LITE 3 3 DBL:3068 4 4 3 / DBL, 068 W (2) SIDE LITE6 4 S 0 ./ 3 6a W (2) 51DE LITE6 3 3 -DBL. 2080 - 2680 4 3 2080 - 3080 3 2 DBL. 2,3W - 3080 4 4 3080 / W (1) 1 I 5 DE L TE 4 3 DBL. 3m80 W/ (2J SIDE L1TES 5 5. 30a0 W/ (2) SIDE LITES 4 3 1X 4 PIT/ BUCK W TAPCON FASTENER � S . - - - MA A Y' 50N R P NIN --. O E G �' / tA- C`-. - - I •X u A Z E DER rr � 'BUCK L . ' �t, - 51DE BUCK . Tx . . E , �� .. . J „ 1-- � z z CL' ,1 N . x ENGINEERING SFPECS. � WIND LOAD FACTOR: -34,1 LBS. PER $Q. FT, 6 w a � J DDDR LOCATI M ON AY AT A Y' I BE N P NT N A O O WALL V) Iil 1 FA T 5 EVER REQUIRED TO 3E WITHIN 4 OF BUCK END w m' w w FASTENERS TO BE 5PACED EQUALLY i - m w w d FULL EMBED. OF SCREW HEAD INTO BUCK _, DOOR BUCK TO BE MIN 3/ H' OF T K. a Z . . ' - lil .. m W (1i z Q OO OP D R ENI G N S ALL B ( RANDS O '. x I- . . i It a G A I e SCALE: N/A . I N . x ENGINEERING SFPECS. � WIND LOAD FACTOR: -34,1 LBS. PER $Q. FT, 6 w +25.9 LBS. PER 5Q. FT, � J DDDR LOCATI M ON AY AT A Y' I BE N P NT N A O O WALL V) Iil 1 FA T 5 EVER REQUIRED TO 3E WITHIN 4 OF BUCK END w m' NO. CLOSER THAT 2' FROM BUCK END w FASTENERS TO BE 5PACED EQUALLY i - m w w d FULL EMBED. OF SCREW HEAD INTO BUCK _, DOOR BUCK TO BE MIN 3/ H' OF T K. a Z . . ' - lil .. m OO OP D R ENI G N S ALL B ( RANDS O '. x I- . . i It a G A I e SCALE: N/A . I