Loading...
Laurel Way 1467 n N t cv [y CDLd Q M fl ` 30 i 0 _ Q V H V LIJ Q 3 N h a PLOT PLAW SCALE: lei Y 20' - � ECEIVEa GF ATLANTIC:� B EACH H1 UILUING �O Q NG JAN 15 2003 _ e� CL �j L J, U CL e -il IL i v U cv CL 1_!1 TYPE OF CoQ5TRUCTIOQ: TYPE VI CONbIT"IOQEb SQUARE FEET 15T FLOOR: 1430 SF CoQbITTOQF-b SQUARE FEET 2Qb FLOOR: 574 5F UQCOWb=TTOQEb SQUARE FEET: 641 5F O,a,1E; ►.IOV 27, 2002 IMPERVIOUS SQUARE FEET: 2582.5 5F APPROXSMATE HEICIHT OF H161HE5T POIQT OF ROOF ABOVE FIQ15HEb FLOOR: 26' 6" 3 bE51CIQ METHOb U5Eb TO MEET MIWIMUM LOAbTQCI REQUIREMEQTS PER `O0 FBC -- SEC. 1606.1.7: SIMPLE bIAtPHRAtM H BASIC \,J1Qb SPEED, MPH, (0/5) 120 MPH \&/IQb T'MPORTAQCE FACTOR (L): 1.0 H BUILblQG1 CAtTAC- 02-Y: II a m W1wb EXPOSURE: B WTQb bIRECTTOQ# ALL ❑ ❑ METHOb FOS, MEETIQC1 WIQb BOURNE bEB215 PROTECTION: OPEWIQC15 WILL BE PROTECTED WITS 05B PER TABLE 1606.1.4 OF 2001 FB(- -THE APPLICABLE IQTF-2QAL PRESSURE COEFFICIEQT: 0.18 bE51CIQ Wltib PRESSURES (P5F) USED TO bE51CIQ COMPOQE.1T AQb CLADDING-j MASTE21AL5 QoT SWEET SPECIFICALLY DESICIWED BY THE RECI-15TE2Eb bE5TC-IQ P2OPt-SS10QAL: REFER TO EQCiIQEE2ED bRAWIQCj5 CITY jµPull FED U 2fu by. , 4 II ............ T T ............. 57' —---------- CL y. (\j .55 C.0 'I H to IL TO LtSLAB AP, A : 01 'lisp 61 5tn Fr UP i o �j V) 6' P qql Lu 4 ia 6 -2 CO i �` � r N o <� V v <� 14 4% PANTO SLAB I I CIAPACIE - 4" LOWER 442 ga LLJ AREA J02 Cl�lk • -q cv CZ S1HAIQ 1416 H005�-� 5LAB "T Sl CL i A v 4'– �j 2 ul 4" THICK FIBERMESH REINFORCED SLAB ON GRADE TO BE POURED ON, COMPACTED PER SPEC'S, DAMP to q � -FRQQFBD W1 6 MIL THTC VAPOR BARRIER, CHEMICALLY 'TREATED FOR TERMITE CONTROL, STRUCTURAL FILL. 5`6 of It J, y, 4- 6!4 I I � LAQAI: 4 LOWER J27 -F) \0 FRONT PORCH 4 LOWER <1 so Fr - - - - - - - - - - - - - - --- '17 :77 17 v ul —J 2) 4 -VA 9'4 V? 32'3 V2 () �lj bAlS, Q0V 27, 2oo2 LL) OWLE55 RULE:b OT14ERV/15S BY T145- SOIL OR COwSTRUCTTOW PROP65510WAL THAT'15 P-A.0-ILTAR WIT14 -M5 HIST-ORY or l'HF- 5PECIPIC COQSTRUcTIoQ slis, ms UwuEP,5TcjwEb EwcjIwmR RF-CoMMEvjus 114AT AT LEAST TWO (z) 2.5 Pr. DEEP 501L BOP-TQC-r> BE P;-:Z-ORMP> AT THE COQ5ROCTIOQ STI'S FOR n4s CL V) OD PURP05S OF EVALUATTQCI THE BEEP SOIL COQUIIIOQ AQb 1-0 IW5URE THAT THE SOIL bOE5 WC>T COWTATQ POCKETS OPUtiSUITABLE SOIL (I.E. ORCiAWIC 501U, UQCOQ5OLlUAlSb CLAY, 51-C.) THAT MAY CAUSE PUTURE bUTRIMEWTAL 5TRUC-rURAL 5EMEMEWT. HOWEVER, 6 PT. DEEP SOIL B02IWCi5 5HOOLb BE PFRPORMEb TO ESTABLISH THE bEPTH Op'501L EXCAVA-rl0Q AQb BACKFILL. WUMBER OP BORIQ6tS SHALL BE RE:COMMEsAUEU BY TUE SOIL EQC-11WEE72. IP'wO L)EE-P SOIL BORTWC1 TWVESTTCjATTOW 15 PEWORMEb (1.5. 25 Pr. UUEP SOIL 50RIvjCj5) THEW TV15 GD l H CAD RLE NAME 0QbLR5TCjQEb LvJ6TIQEC:R A.55UME5 THE POLLOWTQfT. eia&, SHEET THE UQL)EP-5TC-iQF-b F-QCiIQL;-:7R) HA5 WO KQOWLLbCIE OP AW`{ 5UBSURrACE- SOIL (-OWbTTTOQ REPORT- DRAWING NO, THUS, ALL POOTlt,415 ARE UF-51CIQ;-ib AS SHALLOW rOOTIQC15 BF-ARIQCq OW 501L THAT POSSESSES A DMWW ot APPROVED BY: MAXIMUM B5ARIQC4 PRESSURE OF-2060 P5P, IP COWTIZAC70R POUQb AQY COQbl-rTOW5 EITHER —7- 1-HROUCIP 501L RE:POR-r OR SOIL REMOVAL., THEW F-QCjIQE:E�P, OR SHALL BE vjOTI;�lEb AQU APPROVED 6r. LJG 1 — -7 SHEET Nay P055IBLE POOT-XWCj bE51CI�J kEV151OQ5 (1.9. MAT POOQUATIO�J OR PILE r-OUQbATlOQ MAY HAVE TO 65 WE: 17,tot,— 9610 Orv6u Oak 0liod lMPLEMF-Q1sb PRIOR 1-0 WITH POOTTWC15 WOROe. SCALE; AS NOVA Ixt., T02257 -A- 61EQE2AL CC)Q5TRUCTIC)Q r.lOTE5: • N 1 1 3 a � � 1 N N POWDE2 2000 C)Q Fz25T FL002 15 "ACCE551BLE a BAtTH2000 m a n 3 2 d Ci 5RA 61E UQbE2 5TA I25 TO BE "1 -- HOU, H a. T ' Q 0 V Q COwSTRUCOQI! om CD i7'4 5'$ 54 Ya 12 ip' -2 I IC-1A�TIOW 5`�5TCM - 5TA QbARb '1) v � 2ip 21p i'7` 4'9 _1 G � Q V CULTUREb MARBLE WHIRLPOOL - IQ MA5TC-R BATH 2 m N 61ARA 61E TO 2ECEIVE 0Q WALL OF CjA2,A 6jE--TF_k a 17 { 1 MA5TER BbRH 1°1° ��� 1/2-- I I H DooR sCNEDULE QUMBER QTY SIZE TNSCKt.IESS COBE 3 216 SQ Fr o M 50,e I I ZD Dot i 8068 1 3/4_ MARK 50 -- SCID - WNITE - WITH MUWTTIiS Mase BATH Dot 1 16070 1 3/4 16070 STEEL PANELED WITH LI6015 H _ I i Q D03 1 2868 1 3/4 6 - PANEL STEEL - DOUBLE BORED 3 ' oe pQ0 8 6 3 8 - PAWEL lW TO C-�,a ,a�C-�� D 4 4 2 6 1 / 6 TFC R O(E �- D05 1 2668 1318 6 - PA.IEL lQTERIOR Pb a 441. 5a Fr � A N v � - - - a F � I I i l� D06 2 2068 1 3/8 6 - P.4►JEL YtiT�,2IOR �318 - ,.o 6'1 11z ° Dol 1 2068 1 3/8 6 - PAQEL IQTERYOR PD IDS v ,e i/2 is z �� BATHI I Q Q D08 1 2668 11318 6 -- PAWEL :EWTERIOR ss=� CAID09 1 4468 6 - PA.IEL DOOR W/SIDELIGHT It 6� T ZA CL WALL 71/ N 31p 40.5Mt�UMBER QTY SIZE CODE — ' rJOOK /- - c _ 3o Fr WALL -� ,I, L�U�bRY L. — — � � -_-_. .__ _ ,..�\.Vol 1 2030 MARK 5o WHITE OBSCURED 1 PLAVIT�HEL1 \ x/02 6 3060 MARK 50 - WHITE ABOVE H ( )-v Wo3 1 4040 36 811 CiLASS BLOCk M - � I y N UP 3 K ITC�- F-W I 3'6-- 6, 143 so Fr ip— " 0 I 3 145 Fr 11 a 3 O d„ n_4i 11'e 1p— UP— N ' O 2' 0 WALL - UP n • . N 6­1 Ul 7'7 1/2 )-V ( >-V ^' lip —3 1�.1G r C-pEAtT ROOM Ln LA.IAI - Q 280 5TAIR LArX)IQCI - OPEF I 9 52 50 PORCH KNEE�/ALL HAQU RAIL 3,9 1/ _ Q p 70 so Fr Q 124 sw Fr fl T OA.4E; ►SOV 27, 2002 rgh o 47 1/2 14'2 4, W 6' 34 1/2 = 22'9 1/2 36 6' 6'7 GaL Q T CL N CO LIVIQC-1 A QSA 1430 5Gt Fr 5HEET 1y�� 4awLtt livatr _ s � M n N 1 1 1 1 N N 2'1p 112 lo'l0 14'6 1/2 o 0. N 6'6 2'4 2' 12'6 i/2 }- Q N LO 3 2 a C2 ES CL CD - - -- - 3 oa Fr -- ` NUMBER QTY size TIfICkNESs CODE °�ooM 272 a O o _._. i Dol 3 4068 1315 PAQELED BIFOLD Dot 4 2668 1 3/8 6 -� PAWEL INTERIoQ o Y Doi 1 1668 1 318 PANELED :EQ T-EQIOQ N BEDROOM N � H W � Q - a CD N v WIwDoW SCHEDULE NUMBER QTY SIzE CODE a - - Wo1 4 3050 MAZk 50 - WHITE - -- � iT 2 ip i/E ' `y Wog 1 4020 MASZk So - WHITE - OBSCU32EOE) 11 "� L ii EFM8 ti \ V / M O 96--- a� 9AT14 H � A r� 55 so r -I�y Q Y Y ° oPF_NIwC-, - LOOk5 INTO a CIRSATROOM a ® U LJ BDROOr1 F-) Q 119 Q — H CL S 3 N Q LIVIQ1C-j AREA .77-39 1/2 2'4 i0' 574 sa Fr - 16'i 1/2 _I p[ LJ LJ ° � C2 �n DATE: QOV 27, 2002 E:__� - EEI] U 1�I L A o o W °o °a 0. m m® mm 0 0 0000) I N IL El z M - - SHEET 3A L R7 C ja44jw� I+a4lr i uj n � N N I ' O V V L N cy 0. h m d 0 3 Y 2 Q li w �► v Q CD ani z ° o 2 > � � Q O d' V m Nri 8' FLAT _ _...� �. � _ .ALLY .� � .�. _� �. �. — _ � _ _ __ ___ — ._ - - _.._ _ _ _ �. � ___. .� — �. � _ _r — � CEILIQCI SLOPED -T CETLT�►C-� / U►JDER FLOOR- _ _ -_ - __ _ __ OVER TUB _f._ _.__ _.._ ..._ - -.. - __._ __ _. �+ I � I U f H CATHEbQAtL I \ /7 I I , I CEzLT►�G \�� f � I DESK-�NED I i I � OVER MA 5TSR I \ 8 FLAT 8' FLAT I FOR LIGHT t I • / -B✓Q \ I ANTIC j /`.� I � ,� CEILIr.IC-� CEILI►.1C�t i I STORAtiCIE I I Q id7 ids / CL I oPEI.lIQA - LOOK5 IQT0 H rpcdrS7nn� J ( CATHEURAL CGILIQC1 /r // CJL ` -'— — — _. _... — ..T.. _._ - —Lo � SLOPES UP TO STAIRWELL WALL AWb FLAT EW5 OUT ( ° OVER STAIR-5 � x CA�THEDSZA�L f I � CEILING a a --- — — -- i ROOF IS AW 8:12 PITCH, LL —i F I I UNLESS OTHE�W�SE � '� SPECIFTEb. ALL :EQTERTOR ( / LIVIQ61 ARF-A / I CATHEbRAL PITCHES ACRE TO BE i / I / I CAtTHEDRAxL 574 5m Fr I CEILIWCl - SROM MAXTMI7-ED. CIAtRAC-IE TRUSSES CEILTtiC� I R()tiJT PORCH � � ( TO BE bESTC-jt F-b FOSS LI61HT OVE2 LA QA-1 / I T-wpouc-JH FoYEe I STORAGE. FLOOR TRUSSES TO I BE CAREFULLY SO — _-- ASS TO ACCOMODATE A/C °AT�-:: ►,�oV 27, 2002 SUPPLY A Wb RETURNS ORI6jTQAtiT3:WCj IW C-IARAtiC-1E. 3 L Lu Q[ H 0. �o m SWEET 4 n � v C,4 ro n p 0. `' h � N co 40 3 2 4 Ci C eQC2AtL QOTE: M Q Q w 5e2VlC.f-::7 51[Ze: 200 A OP G CD A2C FAULT PROTF-CT10Q IQ BE-19,0005 ELCCTRICA�L L�C-�Gr.►D � ,� � ELECTRIC j} a P.�r.1EL SYMBOL DESCRIPTIOW 0. 0 o Y H HJ 1 4 ME1 ER SockET -2CD N - - _ _ - - - _ _ _ _ - PAQEL BOX CEILTQri FAQ W/ W 77 � D LIGHT 4T A 5TP.2 B DQ M I ° 0 5--- e�as T I I /I \ H cox 1 ZD MA51ER E3AT1-1 I I / I FtUORESCEQT LIC-BHT FIXTURS Q BEDROOM O I ii0V CEILT�41 LICHT � CR7 Q l_ Jr i i 0 ii0v RECE55Eb LICIHT FIXTURE v JJOV SAVE LIC-IHT FIXTURE G .000 lioV CHAF bILIER LIC-IHT r 1 as FIXIVRE (� CL lioV WALL LIClHT (� 40 \• a ` _ i I I - URS a 5IQ1-,LE POLE { _ Q LAuwbRY I L .._._ — — — — _ / _�a � BATH � O THREE WAY \ FOUR WAY 1 _ ( I bIMMER kITC�IEN� I VP— -b4- P • ' v r 3 / I DuTbooR �wl�r CH I \ I . I iiOV WPLEX REe�PTACLS T I QFFIC�/DE►.l � !!ov buPLEx RECEPTAcLG BEpROOM \ a d--lo CjROUWb FAULT IQT�RUPMb { _ _.. _ _ / �� o / I � W JJOV UUPLEX RECEPTACLE w UP — / I W/ WEATUERPROOP COVER m Q r, a0v;:LOOR MOU�1TEb w_ 11 pUPLEX RECEPTACLE 0 J UP i / J- 1 240V RECEPTACLE lROI TtLEPHONE JA0/,5 +� a� WP I 1f` . `� 1SLEVT5TOQ • c- ,�T ooM - I I Fo y LIVIQ6 ARES �- u LAWAT -- QO I I _ _ POACH BOOR BELL P05H BOTTOM 574 5v Fr 4 L/QEEWALL I r �J THERM05TAT --� Q C2 q) — I 5MOkE bEISCTOR it it wp EXHAUST FA.J - - - - - - - - - - - - - . - - - - - _ ,- OATS: w0\/ 27, 2002 u BOOR CHIME FIRE ALARM PAWEL COMPUTER POINT H {- 01 D 0. N d LV�E,IC� ARCA ❑ M 1430 sa Fr 5H CF-T FROQT N 1 1 0. N 3 0 C2 a w d � � -2U LLLI - U LJLJ LJ CL h � a � CL Ho REAR LEFT If if O M I— . . � U _J .J U UJ V1 � b hT �.IOV 27, 2po2 3 w � - per. m 71 Mill SNIT 14�1 �atvuL ),ya4 (")LIA11. 1 W TABLE FOR SHEAR WALLS FRAMING 10. " r c (SECOND FLOOR) THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHER �feu I , I , ► I� NOTED IN THE TABLE WISE t� A WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. p 83 GYP. BOARD TO STUDS NAILING r " N1,4ST C3D�M I I I � `� u G CLOSET ( I (0)r $t'�`�I F,wJ ` RESPECTIVELY OR 1 1/4" TYPE S OR W. #6dS REWSCF�pTHER�BOARD/THICKNESS• THICK tdpgF HA STER BAT14 u I I , CF lft j aL S 11&w7_ 7 L J•"•�CJ�J I � p ��°SzaoM r REQ'D. SINGLE OR SHEATHING TO STUDS ,4C-�� I �'`�` DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING,, T�7 T jv) I I = S" (BLOCKED SINGLE 6" / 12" ell I I E3AT1-I r�� � B O r 7 C• / SINGLE 4" / 12" ( 1�BLOCKED) I I BATH G"asp, SINGLE " O ADDITIONAL NOTES: Dv C�; book =Fe1, U�IDRY� I L — -.. -�" - � ►���, Novo Aor 1) FOR TO LOCOOR LIONS CL TU ED AS S 6 1■ USE (ONE) MOTEL N0• LSTA 834:'51APSON", FLOOR " --r- I _. �� ``"✓ 2) FOR LOCATIONS CLOUDED AS . USE (TWO)MODCL 00• I.STA836."SIM Soni' _ I��+ •.(� TO FLOOR TENSION TIE FLOOR 3) ALL EXTERIOR WALL OP INGS ON SECOND FLOOR, WHERE WALLS ARE A CONTINUATION s OF GROUND FLOOR WALLS, AY BE BOLTED PER DETAIL "Fr � � ,� b►�----- ' �,,, I N SHEET ;il IU • 4) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE M O beL. NO. C S Z n► "SIM p S o w" „ .. SPACED ON 32" O-C. ® B TTOM A N D A L5 o A P p L 1 E 1) 0 TOP PER DETAIL " » ° D ON NEXr — SHEe T WHERE SECOND FLOORWALL$ ARE SUPPORTED BY FLOOR GIRDERS AND ARE b= A CONTINUATION OF FIRST FLOOR WALLS, EXTERIOR WALL OPENINGS MAY BE STRAPPED PER DETAIL K" ON NeX'r SHEET• ' - - - - - - —�--_ ►w IIyyy 1 vi 1 w µ 0 NAILS ROOF SHEATHING BOTTOM CHORD 4)-12d NAILS � 4" O.C. OF TRUSSES �TYP) (2)_12d NAILS I' I TYP TOP CHORD C-PE—AT 2000 I I �� � I SCHMULE �� " N 4 P) GA S I O ) d NAILS E3Lf TRus .�I A I (rYP LAQA1 — QO i PoQCI '`1 2x4 SCARS LAID ry I ; I ROOF. .TRUSSES STRAPPING SCHEDULE TO " -�% " (MAX., 24' O.C. (2)-12d NAILS V,QEEWALLOF BEARING WALLS (PRE—ENGINEERED FRAMING) o (MAX) 2x4 SCABS LAID CEIUNG ( ) f1.Ar A5 SHOWN INTERIOR SHEAR WALL DIAPHRAGM BOTTOM CHORD I � TOP PLATES INTERIOR SHEAR WALL OR UPLIFT TRUSS TO TOP PLAN VIEW TOP PLATES II TRUSS ND. ELEVATION VIEW CC.) DESIGNATION * (Ibs) PLATE OR TO STUD TOP PLATES TO FOOTINGS CASE a -- INTERIOR SHEAR WALL TO ROOF" CONNECTION PRE ENGINEERED FRAMING TRUSS FALLS ALLS ON. ONE SIDE OF WALL) � ALL TRUSS ENDS INTERIOR EAR WALL cN.r.sa ' � > SII w °"" ► _ 1 ....., . ,......,,... . ............. ........ ., :",.. ., ... w ...µ...r a ..,'. ... .....,' a roP 4 v1 .w 'w sN, w'+'..:LnW,v r.M '..:rn.M4,, .�., ,'. "r'k .5r .,„a.us,rpalh• Y ll,,Srva:; ., q,,w« g `+ '."a,•.«w�r.i:•,. , ir -Jr:.r;.: ,.4:4 e".,:.... . 4w rA= ry l G V'-��� r1 J /5� P Q " ..:.,�, EXCEPT ONES » PLATE ed NAILS ROOF SHEATHING �A �! M S N► C ll S 1/2 d GATOR BOLTS SPACED A'S S��'2d NAILS (2z-Qd NAILS O 4' D.C. lip C'JTLINEQ BELQW P SHOWN OT1 SHEET #(I . l( 2x4 SCABS LAID 24" (MAX) FLAT 0 24' O.C. TOP CHORD ,.'�1i C,I/117, TYP. (MAX.) t45�H•]� NI$ L{5(o-1(,3 (21 H5 "51M�5oN� C1.�Ps 11r0 GATOR SOLTS'SPACEO AS GABLE TRUSS TABLE FOR SHEAR WALLS FRAMING (GROUND FLOOR) SHOWN ON SHEET l9 - �TYP)2d NAILS BLOCKING IHF SHEAR WALLS TABLE WAS ESTABLISHE6 ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE - S2)-12d NAILS lam) 2)-12d NAILS IN THE TABLE: - �.,.-......�,��... "-.-,�.....-�.---y�.� _ `. ": - �TYP) NOTED ILING A WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. I ------ OF CHORD 2x4 SCABS 24 LAID N M B; GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d CO NAILS FOR 1/2" & 5/8" THICK BOARD n � _ - --- i G 1�G OF Tx ssES FLAT 24" O.C. DIAPHRAGM BOTTOM CHORD RESPECTIVELY. MA�TT�l2 BL�M I�' - �� (MAX.) INTERIOR SHEAR WALL C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL BE 1/2"ox 10" LONG "J—BOLTS" (A307 STEEL) FOR EXTERIOR WALLS I r I1e'g1i1VfVJAA Alb Steg1 Mt4T1sto "S1MpSnN~ (ONE) 1/2'0 GATOR BOLT LOCATED MTH114 TOP PLATES OR 1 2"� x 7 ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS. +- ,. H I 1 I ?GH"' Z000 ERCIi NAILC� bJ���y) 60 OF CENTERLINE OF TRUSS BE/�RINQ P SEW / Set At��� �. df+ Kujs c.0'l�invAo,3 fT Q I toa x 1112 N AILS CASE 1 - INTERIOR SHEARWALL TO ROOF CONNECTION VIEW R SI�,u,�-# 0 �0� j t w PRE ENGINEERED FRAMING (WALL IS BE REQ'D. SINGLE OR SHEATHING TO STUDS FLOOR TO FLOG I. I p s i ("Ll Sm � , ` , DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING Dr gar Iiq � 'I �� � G10 SEN Tw�D TRUSSES) ?001-&495 4�1 GT-i 5%m.�S n N� r. " x.! .. I Notr99ow13 1y �/1 �,. � t� 7/16" OSB SINGLE 6" / 12" 60 D.C. -�• r1��ra�ec� �l� Ir� c���>� `"��i:TEr•1�r (BLOCKED) -- - - I 1 ��J 0 S�r � fortw• © 7/16" 05B SINGLE 4" / 12" 60 O.C. uoo� ,I �. V ��•-7 I _ SEE TRUSS ENGINEERING 8Y"f�( %06 F04 TRUSS DESIG11A11ON. (BLOCKED) I �__��. r •\ I Q 7/16" OSB SINGLE 3" / 12" 36" O.C. j (BLOCKED) �. I * 0 JJ I/2'IPA T. aVQA`I 0.�,��TE3> I',0as Wt1ERE A�.� 10 A01416. 16 � ADDITIONAL NOTES: 1ks&QIRE9 Sp11CING I 4 GREAT P-000 1 1 1) FOR LOCATIONS CLOUDED AS (./ • INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE ; 1 BOLTED PER DETAIL "B" ON SHEET #10 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER DETAIL "E" ON SHEET #IO - -- ---------- 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON SCHEDULE "A" ON SHEET•#q STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES a ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. —M(044s P I�$ :• I/D 4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS HAVE BEEN REDUCED BY 189: TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPPINGS THAT CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR WALL HOLDDOWNS AND TO STUDS OF FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 189: FOR THE SAME REASON MENTIONED ABOVE. 5) FOR LOCATIONS CLOUDED AS (D, INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED AT TOP & BOTTOM AS SHOWN ON DETAIL "A" ON SHEET # 10 . 0 LOCATIONS CL0U9El� AS $HALL BE sTRAPFE-9 ?E( 'Bum _,c" OF SHEET#ifs `/� ��._ .__.._..__,......._y E:n IKervr �IcIDY �•���1�J • Cr lvjlfv,s ` o De- ) �1tr.( ( 1.I�1►L~ Li1I 1.E;`" xr7 . 519F1�� �E ('�6t�r + �►' � " M~ 0 r X 1P15 SNE�T "ul P��j�. CAO FILE NAME (q�bTc- g��.., Ft, DRAWING NO. DRAWN $Yt APPROVED BY. AppRvvty aw LJG Game . ra �P E SHEET NO,.' DATES L,• 96j0�4re oat wtvd ScAl AS NOTED 14-t, �F13z2�7 L r I�z~ OF E r' i i J I' ,r „ ,�* ©esi n Critadd * THE PLATE HEIGHT REPRESENTS THE \IERTICAL SCHEDULE C ,v Loads UNINTERRUPTED SPAN LENGTH OF, TH STUD, RECOMMENDED STUD SIZES AND SPACINGRoof.,.....Is '.,20#/Sq. Ft., Floor.........401WSq. Ft. IF HORIZ. CONTINOUS BRACE CAPABL OF TRANSFERING ItuUh TRUSS-- ° ROOF TRUSS - LATERAL LOADS TO SHEAR WALLS DO S EXIST, WALL PLATE HEIGHT STUD SIZE SPACING 2• Win Loa THEN THE SCHEDULE SHOWN ABOVE OES NOT Three Second Gust Wind Velocity Per FBC-.2001.........120 APPLY. 8'--0" THRU 9'•-10" 2x4 16 Mph, ((Imp dance Factor)=1.0,Wind Exposure "B", Category"11" Building 10'-O" THRU 14'-D" 2x6 16" CCIr�i=(+)Or-)0.18 ( Enclosed Building). x 14'-1' THRU 18'- 6" 2x8 16' 3. gomp nents & Cladding Design Pressures ": x Roof(, nyyww�ere)=-50.1 Psf, • 23.7 Psf 19'-0" THRU 22'- 0" 2x8 12u Walls : Zone"5" is within ft. of corners,Zone "4" is Anywhere Else GENERAL STRUCTURAL NOTES: 2x10 12 Zone; Effective Wind Area sq.ft.) pressure a a,v 25.9 -28.1 4 20.0 24.7 -26.9 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 4 S 50.0 23.2 -25.4 REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF 4 ! .100.0 22.0 -24.2 �. ��� 1/2"0 GATOR F30LT CONSTRUCTION AND OCCUPANCY, ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE 5 10.0 25.9 -34.7 C aZO, �)MPSc]tJ A PER SHEET # WITH ALL APPLICABLE CODES AND REGULATIONS, 5 20.0 24.7 -32.4 5 I 50.0 23.2 -29.3 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 5 € 100A 22A -26.9 TO COMMENCING WORK, *** pluq and minus signs indicate acting toward and away from the building 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, surfaces f ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE " „ 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 4) THESE DOCUMENTS ARE THE PROPERTY OF .THE ENGINEER AND MAY NOT BE USED OR (EXCt:PT: AS OTHERWISE NOTED ON THE DRAWIN S) REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. OPENING WIDTH IN FEET 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND UP' TO 3'-0' 3'-'-1' THRU 6'-0* 5'-1" THRU 10'-0" I.''. SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK LINTEL �Ic (3)�-2x8's (3)�2x10's (3)-2x12's " EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, •UPPORT GIRDER 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 EXTERIOR WALL OPENINGS E )FOR A 2000 PSF SOIL BEARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING * TWO (2) PIATEa WITH A 1/2" PLYWOOD FIL ER MAY BE USED INSTEAD OF CTERIOR WI-�LL �J 'ENIN S K STRAPPING 0 TOP & BOTTOM EXCEPT AT CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK, THE THRE (3):PLATES MENTIONED ABOVE. GARAGE DOOR & OTHER LOCATIONS SHOWN '7 Ir IS THE CONTRACTOR'S SOLI: RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND STRAPPING 0 TOP & BOTTOM ON SHEET �9 OF THE DRAWINGS * STUDS HALLr DE CONTINUOUS FROM TOP PLATES TO SOLE PLATES, SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING (N'T,S,) (N,T,S.) i��M JOTS r OR ULAV ERECTION, k t:;UNSTIlU TYr�N NU-rEs: CZUUF fRU55 NOT - ROOF rRUSs �- w!/i�"der old 'l2„ GQNCi�El : SHOWN FOR CLARITY . ' Nell. PREEENGINEERED )OF' TKU55E:S X piEK 5CHE DuL %�' OF -TEtkr, SN�.ET >; 1) ALL CAST !N PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI TOP PLATES GATOR NUT COMPRESSIVE STRENGTH AT 2.8 DAY`;, SLABS ON GRADE MAY BE CONSTRUCTED W/'Z500 PSI CONCRETE, �'�•' 2) FOOIINGS SHALL 131AIZ BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURACIAL SOIL OR UPON � � � ����� x 3"x 3"x ASH SFRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95� OF STANDARD PROCTOR MAXIMUM GATOR WASHER DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 It.) BELOW THE BOTTOM OF THE FOOTING, ��' / '��� g F1 '�tµpSON, s7RA®S PAST STRAPP{NG CD Tv ' 1 f HURRICANE STRAPPING PER -- ._.P .3) BEARING MAI•ERAIL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, � 0 32" O.C. . " TOP PLATE (N,T.S.) i� SCH. A ON SHEET WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING �'i'' �'� le OF WALLS - ✓ LEVFL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL 'TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) OR " " �xA 4) REINFORCING STEEL SMALL BE ASTM A--615 GRADE 60 STEEL CONFORMING -1.0 ACI 301, 1/2"O GATOR BOLT Ag11 ,"SIP•ApOs'T ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. �� PER SHEET #q B �1Na>r1t��r 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL [REINFORCING STEEL IN FOOTINGS SHALL BE Z5 A3d �� s0 � AER"5 GATOR# BOLT � LAP SPLICED A MIN. OF 36 BAIL DIAMETERS OR 24', WHICHEVER IS GREATER UNLESS 7 + 1MP N 9 : �`' DRILL 6" IN Io Q'©NCRETE "° OTHERWISE NOTED. SPACE 9;32- O.C. 3j<14 86 �,� PAST STRAPPING C (3c� ! !c; ,l 6) THE MIN, CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT, -- 6" -- (N,T,S,) FOOTINGS (TO MAIN REINFORCEMENT).,...................3 inches GATOR COUPLER SLAB ON GRADE. ....•..................CENTERED 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND C`URNERS OR CORNER DETAIL POST STRAPPiI i CORNER BARS WITH 2'-0" LAP SMALL BE PROVIDED. 7/I[, C75� t��1 l� L SHOE PLATE (N,T,S,) TUP & BOTTOM (N,T,S,) 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORT — TA6LE OV 5,1{E, fj; _, _ ..___ ,._,- --w . •._•__- _ REINFORCING STEEL, SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. SUPPORT BEAM OR J 9) ALL REINFORCING DETAILS SHALL CONFORM T'0 MANUAL OF STANDARD PRACTICE FOR GIC�f)ER PER SHEET # I I EXTERIOR WALL OPENINGS F r DETAILING REINFORCED CONCRETE STRUCTURES AGI 315 LATEST EDITION, uNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS, { p DETAILrDSTRAPPING TOP & BOTTOM ' t/2"0 GATOR BOLT ^ SYSTEM y 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS ,,,_.. i (N,T,S,> PER SHEET #q A 7'OR ��L I E TVI FOR CONCREIIE ACI 318 LATEST EDITION, AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ACI 301. 5�l D TO STUD STRAPPI G INSTALLATION INSTRUCTIONS GATOa COUPLER ti MASONRY 1) DETERMINE THE STARTING POINT AND MARK EITHER THE 1/2"� GATOR BOLTS SPACED ( 1/ "0 GATOR BOLTS SPACED I FORM BOARD BOLT LOCATIONS PRIOR, TO CONCRETE POUR 1) CONCRETE MASONRY UNITS SHALL BE ASTM C90--75, HOLLOW LOAD--BEARING CONCRETE PER SHEET #q . ADDITIONAL STUD WALL PE SHEET #q , ADDITIONAL , MASONRY UNITS, TYPE 1, GRADE N--1, NORMAL WEIGHT, WITH A MIN. COM=RESSIVE STRENGTH EXP. E3gLTS MAY BE NEEDED,PER EXII. BOLTS MAY BE NEEDED PER O "J-BOLTS"HARDENED ARE USED OR BOLT LOCATIONS DIRECTLY i ExF'� xo� ress,�G ON ,THE HARDENEIJ CONCRETE IF EPDXY ANCHOR BOLTS OF 2000 PSI f ' rn = 1500 PSI #4 RODS CON , Jour' 3✓4" x io° WIUE (`�• ARE USED, ( ) SHEAR WALL TABLE ON SHEET #q 4" CONC. SLAB W/6x6x1O/10 W.W.F. SHEAR WALL TABLE ON SHEET #q ( Ar cwarzAcr. EPDXY GROUT 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S, ( _ D°o`� 2) ,CORNER LOCATIONS SHALL BE PER DETAIL "L" ON .THIS i STUD WALL I ,.: -�R'' ,,'� " ' 5FiEE7. 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH I I " 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE:, MAX, 16 in. O,C„ � •� L'' =�� ( 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED i MIL. V.E3, OVER CLEAN, 6x6x1O/1O W,W,F. I PER DETAIL J ON THIS SHEET AND PER MANUFACTURER'S 1^100[) FRAMING ELL. COMPACTED TREATED FILL ( ' " CONCRETE FOOTING RECOMMENDATIONS, 3E Pi -g, ,;1 I rVRQ DOWN SLAB L>ETAIL AT I 1) A WOOD FRAMING SEV LL BE SYP f AND INSTALLED PER AITC AND TPI AND NATIONAL �E ALL #4 RODS VERT. ON 483 O.C. & AT CORNERS. ( I_ ClA�?A C--IE DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, N VERT. RO S SHALL BE HOOKED 6" INTO I �� (I� - I FOOTINGS 0 BOTTOM AND 12" INTO SLAB N�II� �`!' ''� I RN BOLT RUN DETAi•,L (TYP) 2) ALL aI RUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: *- — .- (��� (2)-#5 CONT. HOOKED DO',.1 SLAB DETAIL -_ 0 TOP. FO,. HORI-1, REINFORCEMENT, USE: 1 & TED Ar CORNERS SAWN LUMBER L)VA, VENT FR H IMNER � l: I� '�= 9 'a. 113RIZ, JOIN I REINFORCEMENT ' • MIN. 18" I 0 GARAGE (N,T,S,) Fb = 1120 PSI Fb - 2,600 PSI I(I , I. I 1 i. ON 1G" O.C. (MAX,) I Fv - 90 PSI Fv = 285 PSI Fcl - 565 PSI E 1,900,000 PSI ?k - 48" (MAX.) OR , ,E ,• I I�r _.,._.,_...... Fc = 1,455 PSI _ CONSULT ENGINEER ; ; - • E = 1,600,000 PSI TURN DOWN SLAB DETAIL I 3) ROOF & WALL SHEATI•IING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, 20"(W)x 10"(H) CONCRETE FQOTING I BETWEEN NG OUTRIGGERS. 2X4 BLOCKING ® SHEATHING JOINT 2x4 OUT�2IGCSE>� BETWEEN OUTRIGGERS REINFORCED W/(2)-#5 RODS ,CONT. ® 48 O.C. HURRICANE CLIP H-•2.5 SPAN RATED AS SHOWN ON THE DRAWINGS, I EXCEPT GARAGE a" FROM GABLE END j- „ CONT. 2x4 SCAB FROM TOP TO 4 ALL WOOD MEMBERS EXPOSED TO WEATHER OR !N CONTACTED WITH MASONRY, CONCRETE i — —� — -- — ---- -- ----�• �---- •--•'- I_ -- --- --- — •-•w-•- - 7/16" STRUCTURAL ROOF SHEATHING U-HANGER � OR EQUAL 9 48 O.C. 6CTTOM CHORD TO SERVE AS NAILER TYPICAL FOUNDATION DETAIL. I 2x4 BARGE RAFTER CONT. FOR X--BRACING 0 8' O.C, OR SOIL SHALL BE PRESSURE-TREATED, 6x6xl O/10 W.W.F. PROVIDE cl.rP f c,r ADO lbs '----SHINGLE STRIP 80TTOM CHORD OF COMMON OF LATERAL SHEAR 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH ea er TRUSSES (� 24" O.C. APPLICATION, FASTENING SUBJECT TO MOISTURE SHALL BE HOT--DIPPED GALVANIZED TO ASTM rrea��s sit# roof per sheet ° � a ..�.,'•+�' °' +� ) I I ! FASCIA r.iuTit�ra �He�9AF q .• .. I 12d NAILS © 9" O.C. truss 1 A- 153-80, r; I •' 4' ,•�;, ,• i• I ..2x4 X-E3ftACING I ' TOP CHORD OF GABLE END o 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. �;,„ STRAP I (2)-'#5 ROD$ CONT, I ® $�0 i C. " (3) 12d NAILS �.,' � Id 2x4 I muss DROP s--1/2 FASTENING SUBJECT TO MOISTURE SHALL. BE HOT-DIPPED GALVANIZED TO ASTM A-153--80, �::F I 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT, zo go za' Lon q 2x4 SCAB CONT. Top To I �'-a" BOTTOM CHORD 0 a fL I I OPENING F INTERIOR STEP DOWN DETAIL FROM GABLE q twisted strap• 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 t INDUS r INSTEAD OF SYP #2. ps CONT, 2x4 SCAB FROM TOP TO 2x4 BLOCKING c� 4Ei" O.C. i GATOR BOLT SOLE PLATE SHALL BE I BOTTOM CHORD 0 X--BRACING °q4 2x4 SCAB IF VERT I I � (PROVIDE ADDITIONAL 2xa'g AT GABLE END TRUSS AND F!", • ANCHORED TO SLAB 1N/ COMMON TRUSS ra• " WEB IS NOT PRESENT VERTICAL IF HIGHER THAN 4t3" 2x4 STUDS 1/200 GATOR BOLTS SPACED -. SCHEDULE "B" — MISCELLANEOUS FASTENING SCHEDULE PER-SHEET- _ I I _ i To FORM AN-�'��sHAP « . . ADDITIONAL CONT. 2x4x8#2 SYP. LATERAL _ I ... _ - EXP. BOLTS MAY BE NEEDED PER CONNECTION —� FASTENER N uaA7tlft nrR.r GRACE � y o,C, —-- ' (3) 12d NAILS (TYP) - UMBER OR SPACING 6x6xlO/10 W.W.F. SHEAR WALL TABLE ON SHEET # AT X-BRACING BOTTOM CHORD OF , , GABLE END USS (3) 12d NAILS SHC)WI ISOMETRIC E3(W TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON 2 LKTI11,45)M Psod. STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 HOLDDOWN _-... (2)-2x4 TOP PLATE GAULE ENL) DOUBLE STUDS, FACE NAIL 1 O COMMON 24" O,C. �' � ,` (2)HrT2Z R _ NOTE: CONT. 2x4x8' {/2 SYP -PLATFORM 1 DOUBLE TOP PLATES, FACE NAIL 10d COMMON .16" O.C. "'stMspN f � ,,s.:•. UNBRACED LENGTH OF X-BRACING MAY LATERAL BRACE 9 Zy"O.C, 2x4 STUDS 0 16" O.C. TOP PLATES, LAP AND INTERSE=CTIONS FACE NAIL. -- 2--16d OR 3-10d COMMON an L w ... . • —tI I I' m " ., . � r..•: ��� NOT EXCEED 10 ft.. IF LENGTH DOES � 2x4 BLOCKING Cslt 49 A.C. CONTINUOUS READER, TWO PIECES 16d COMMON 16 O,C, ALONG FA. EDGE • CONCRETE SLAB w EXCEED 10 ft., ADDITIONAL SCAB IS REQ D. BETWEEN GABLE~ & FIRST TRUSS i (2)-#5 RODS CONT. + .....,.._..- ._. coNCR1re CLIP 0 49" O.C.. CLIP MUST �(�' � • Ir'�i�� Q{q�l St t',,D FILE ru,ME PLYWOOD & PARTICLEBOARD SHEATHINGT� sv�g � ZO" "-`'"� PROVIDE A MIN. 400 Ibs OF. SHEAR, V ROOF - 7/16" OR GREATER 8d COMMON 6" O,C, EDGES & i;i ' '+r•' •�. . ' 8" O.C. INTERMEDIATE ''`r' y `'= " '' ' r INT RIOR THICKEN SLAB DETAIL PLATFORM FRAMING H l��rlcM�iiG SGS �� t r�+ '! WALL 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & I GABLE END DRAWING No. 12" O.C. INTERMEDIATE~ Detail B Jamb strapping' Detail "C Jamb strapping ^ (N,T.s,) DUO et APMo BY-. FLOOR -- 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & top & Bott. top ,BOtt. MISC. FOUNDATION DETAILS G APPRomi3y, LJG C� . g"e"e .� SHEET NO �� SES �4IEA . w�1,v TABLES 12 o.c. INTERMEDIATE (N.T,SJ - � I a- 1�/�� 9010�04ko ,:i ` o F 5 H E D Y 5 # c' ' ((NI -r C 11 - . sc�uE AS NUTED a 'Fl .._ 3xxsr I Zl /vL O z • ." i W. :! !4 i�rti i� iC r TRI .. R L I TRUSS-­, SC1 %Di C 1 I �.� . ' j : ;V1 1 +ti CT C' . AA,n l..rYA rr 1 • I 1' S UD Slzc S rH'" .:e>-ACIIN*G � ALL PLATE l-UGHT STIED SIZE SPACING 20 Sc. 24" long LX S-cf-W twisted strcP. I 10'--0" THRU 14'-0" 2x6 16" 14'-1" THRU 18'-6" 2x8 16" i GP'NERAL STRUCTURAL NOTES: „ x -- - 19 -0 THRU'_. 22-0 2x8 12 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 2x10 12" n „ 1/2"0 GATOR BOLT .. 1 s + n 1 1 1 raj -- le �,.r'.• I . r: ,s r� .�.GRiirR E:a1.T REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF i I ��_ I �I r ER SHEET CONSTRUCTION AND OCCUPANCY, ALL CONTRACTORS SHALL DO THEIR 'O I^ CCINI O, "Y" - THE PLATT~ 'r:-1G^T =�:r wS ANTS THE Il ER i iCr,L A RS R RK ! F R AI�CE bVITH ALL APPLIGAEL E CODES AND REGULATIONS. 'Yt.:1vTF_RRI�PTED S AINI LENG1;� OF THE STUID. i 1 it i-ItiRIZ. CuNTl;rOl.°S Et?ACc CAPAPLIJ OF TRAN..rEr:lva � � ,• THE "CTGR SHALL L SI LATERAi LOADS TO SHEr%R WALLS DOSS EXIST, p I t s 1 aLooay.� I 2) TF CONTR., VERIFY ALL CONDITIONS AND,D;Iw�,E,N' CNS AT THE JOB SITE PRIOR I TO COML'1ENCIL4G WORK. THEN:TlE SC>-;E1ULE SH01��I'd rtiBOVE OES NOT - APPLY. ' 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INiO'THE WORK ALL INSERTS, ANCHORw, ° n1 ��GOZ�tCRETE SLAB ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES-AS MAY SCHEDULE a,D,+ Ix \ BE REQUIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE ORNWiNGS, x FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLO i�S FOR ALL LOAD BEARING WALLS x 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ONI THE DRAWIN S) x 1, HOGaonw+s REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. CONCRETE OPNLNG titi'EDTK Lit FEET . 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS .ARE INTENDED TO BE TYPICAL AND UP TO 3'-0" 3'--1" THRU 6--0" 6'--1" THRU 10'�0" it X ' ' "' - -- -� i1 . SLAB �s SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK Detail C Jamb strapping EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, LINTEL (3) -2x8's (3)-2x10's (3)-2x12's 1 "'`�:;.:. y UPPORT GIRDER EXTERIOR WALL OPENINGS J.::, C� top & .BOIL. 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE, FOUNDATIONS WERE DESIGNED JAMB U$E ;TWO (2) STUDS OF THE SAME SIZE: AS , ESE OF THE WALL BEING CONSIDERED EXTERIOR WALL OPENINGS K STRAPPING 0 TOP & BOTTOM EXCEPT AT Detail "B", Jamb strapping FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING GARAGE DOOR & OTHER LOCATIONS SHOWN CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. w TWO (2) PLATES WITH A 1/2" PLYWOOD FIL ER MAY BE USED INSTEAD OF STRAPPING ® TOP & BOTTOM ON SHEET # OF THE DRAWINGS © top & Batt. THE THREE (3) PLATES MENTIONED ABOVE. ! RIM JOIST OR BEAM 7) IT 13 THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND (NITIS,> <N,T,SI) SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DUMNG * = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES, µ((N._T.S.)) X ERECTION, x CONSTRUCTION NOTES: ROOF TRUSS PREENGINERED ROOF TRUSSES x ROOF TRUSS NOT x CONCRETE: SHOWN FOR CLARITY .� x I � �� TOP PLATES GATOR NUT �P'r1,"51t+�PsONFr yTt�Ap 1) ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI �•� COMPRESSIVE STRENGTH AT 28 DAYS, SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE, ''��� X 3"x 3"x 1/8" 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON �� ����� x GATOE� WASHER STRUCTURAL.FILL COMPACTED TO A DENSITY OF AT LEAST 957 OF STANDARD PROCTOR MAXIMUM ����.� ��::� �, POST STRAPPING 0 TOP, DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE BOTTOM OF THE FOOTING. ���� ��.� 3p Hr 'S lg somt suAes HURRICANE STRAPPING PER - !. " " TOP PLATE (N,T,S,) 3) BEARING MATERAIL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, 32 O.C. �� SCH. A ON SHEET #� OF WALLS WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95� OF THE MODIFIED �� �� ��! ' 6"x 6" OR 4"x 4" POST 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 SOLI � SBU,"o��+,��� POST ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. PER SHEET #� �►NGH • 1/2"0 GATOR BOLT • 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE PER sH1=E1' #q •' ;,: •.' RILL 6" INTO CONCRETE LSTFl36.�S1M LAP SPLICED. A MIN, OF 36 BAR. DIAMETERS OR 24", W}ICHEVER IS GREATER UNLESS P OTHERWISE NOTED. SPACE Cit'32" O.C. '� ' POST STRAPPING 4 BOTTOM (MAX.) j 51, -- 6) THE MIN, CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN, FOR REINFORCEMENT. GAIQR C01 JE?I ER FOOTINGS (TO MAIN REINFORCEMENT) ....................3 inches SLAB ON GRADE.......................................................CENTERED tQRtZONTA� FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR 1 CORNER DETAIL POST STRAPPING A CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED, SHOE PLATE (N,T,S,) TOP & BOTTOM i (N.T,S,) 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIR$, BOLSTERS, ETC. NECESSARY TO SUPPORT - REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. SUPPORT BEAM OR 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR GIRDER PER SHEET EXTERIOR WALL OPENINGS F . DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED `; OTHERWISE ON THE STRUCTURAL DRAWINGS. „ E�I'AISTRAPPING 0 TOP c�C BOTTOM 1/2"0 GATOR .80L7 GATOR BOLT SYSTEM 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS rD (N,T,S,) PER SHEET 19" CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE INSTALLATION INSTRUCTIONS FOR BUILDINGS" ACI 301. STUD TO STUD STRAPPI G GATOR COUPLER (N.T.S,) 1) DETERMINE THE STARTING POINT AND MARK EITHER THE MASONRY 1/2"� GATOR BOLTS SPACED • 4 1/ "0 GATOR BOLTS SPACED I EXPANSION JOINT FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR 1) CONCRETE MASONRY UNITS SHALL BE ASTM C90--•75, HOLLOW LOAD-BEARING CONCRETE PER SHEET #9 ADDITIONAL STUD WALL. PE SHEET #4 ADDITIONAL IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY MASONRY UNITS, TYPE 1, GRADE N--1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH EXP. BOLTS MAY BE NEEDED PER EX . BOLTS MAY BE NEEDED PER I RECESS SLAB 3/4"x 10" WIDE �y ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS OF 2000 PSI ( f ' m = 1500 PSI ), SHEAR WALL TABLIE ON SHEEN' #q #� RODS CON . I #� I AT GARAGE DOOR EPDXY GROUT � ARE USED. F4. CONC. SLAB W/6440/10 W.W.F. SH AR WALL TABLE ON SHEET 2) MORTAR SHALL CONFORM TO ASTM 0270 AND BE OF TYPE M OR S. ( �w _ _ 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON .THIS I . SHEET. 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH STUD WALL ` ' ' _ tl� 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER'BLOCK COURSE, MAX, 16 in. O.C.- 3 INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED' 6x6x10/10 W.W.F. ) PER DETAIL J ON THIS SHEET AND PER MANUFACTURERS " WOOD FRAMING � MIL V.B. OVER CLEAN, ( 2 -- 5 C • 4 ELL COMPACTED TREATED FILL e`�' ' '` ; « " I s. &)TIED AT CORNERS CONCRETE FOOTING RECOMMENDATIONS. 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL I ' a ,' 1 , MIN. 1a" #4 RODS VERT. ON 48 O,C. & AT CORNERS, - I DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, "I• VERT: RO S SHALL BE HOOKED 6" INTO • ' j i FOOTING ® BOTTOM AND 12" INTO SLAB I '!I jI 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: (2)�#5 CONT. HOOKED I TURN DOWN SLAB DETAIL BOLT RUN DETAIL TYP �I ;'p 0 TOP. OR HORN. REINFORCEMENT, USE & TIED AT CORNERS 7.I I t 1 I, t `-. ± : " (N,T,S,) ; SAWN LUMBER LAM. VENEER LUMBER Tei :1• 9 a. HORIZ, JOINT REINFORCEMENT I MIN. 18 � C� GARAGE Fb - 1120 PSI Fb = 2,600 PSI '!1 . I: ;I 1 I i� ION 160 q,C. (MAX.) -- Fv 90 PSI Fv - 285 PSI ,., ...� Fc1 = 565. PSI E , = 1,900,000 PSI =k 48" (MAX.) OR "� ' ; `I • 0" ! Fc = 1,455 PSI --- CONSULT ENGINEER- E .•. ,F. ��- E M. 1,600,000 PSI .. . '' TURN DOWN SLAB DETAIL 3) ROOF-,& WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, 20"(W)x 10"(H) CONCRETE FOOTING .. I6EWE BLOCKING OUTRIGGERS SPAN RATED AS SHOWN ON THE DRAWINGS, REINFORCED W/(.2)-#5 RODS CONT. 4X FROMCGABLF END SHEATHING JOINT 2x4,8*UORC GEF? HURRICANE. CLIP H-2.5 � I EXCEPT GARAGE I " con1T. 2x4 scAg FROM Top To j___ . 7/16" STRUCTURAL ROOF SHEATHING U-HANGER OR EQUAL 48 O.C. BOTTOM CHORD TO SERVE AS NAILER 4 ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE ,__ i __._ ``�- �"' �" ___. ]I /II . 2x4 BARGE RAFTER CONT. FOR X-BRACING 0 8' O.C. �� 1 OR SOIL SHALL BE PRESSURE-TREATED. TYPICAL FOUNDATION DETAI � 6x6x10/10 W.W.F. PROVIDE CLIP FOR 400 Lbs. BOTTOM CHORD OF COMMON OF LATERAL SHEAR K SHINGLE STRIP " 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH - __. . ;� TRUSSES 24 O.C. i APPLICATION, FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM _ • ' �• + • `' FASCIA " BOTTOM CHORD OF GABLC A-'153•-80, ..,. '""'�.;-•^"•.• • . •, --I I I. F_� 12d NAILS t� 8 O.C. '4° END TRUSS , ; ,* , a•_ _ --1-f'+ 1 •2x4.X--GRACING I `� " ov r '�'• e. I 08,_0 i.01 t TOP CHORD OF GABLE END (3) 12d NAILS 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMP LtY WITH A,I,S.C, SPECIFICATION$. (2}-#5 RODS CONT. ; FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-'153--8U. 16 TRUSS DROP 3-1/2" " o DOUBLE TOP PLAIT i 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. 2x4 SCAB CONT. TOP TO MAX. BOTTOM CHORD ® 8 ft, Design Criteria INTERIOR STEP. DOWN DETAIL FROM GABLE I I i OPENING 1. Live Loads 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 _ ___. ___ _ _ �. __• .� .._. _.-. r . __ _ _.__ W INSTEAD OF SYP 2+ Roof...........2=Sq. Ft., Floor.........40#/Sq. Ft. - - - 'CONT: 2x4 SCAB FROM TOP TO u - •.. � "OLc rLATc"SFAtL`f�1 - -- �� BOTTOM CHORD ® X-BRACINQ °a4 2xA48 BLOCKING ® 48 O.C. BETWEGAT)19-SOLT- EN r 294 SCAB IF VERT I I (PROVIDE ADDITIONAL 2x4's AT AND FIRST - _..__._.... -• .ANCHORED TO SLAB W/ ' COMMON.TRUSS - " WEB IS NOT PRESENT 'VERTICAL IF HIGHER THAN 48 - - SCHEDULE B MISCELLANEOUS FASTENING SCHEDULE M oGusty►�ndVelocityP�rFSC-2ao1.....,...�zo 2x4 sT Ds 1/2 GATOR BOLTS SPACED I ( ! ` TO FORM AN "L" SHAPE) '` :! „ "B", lA u (� 16 .(i. It CANT. 2x4x$' 2 SYP. LATERAL -- p (importance ante Factor]-1 A,Wind ExposureCategory 11 Building PER SHEET #� ADDITIONAL � CCPi-(+)Or(-)0.55( Partially Enclosed Building). EXP, BOLTS MAY BE NEEDED PER (3) 12d NAILS (TYP) ( I BRACE 2y"O.C. j ATT BOTTOM CHORD OF CONNECTION FASTENER NUMBER OR SPACING 6x6x10/10 W.W.F. SHEAR WALL TABLE ON SHEET 9 X-BRACING GABLE END TRUSS (3) 12d NAILS ISOMETRIC MEW i 3 . Components&Cladding Design Pressures *�" : f SHO NG GABLE E,Hp LATERAL BRACE TO TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON 2 Roof(Anywhere)=-65.4 Psf, +'14.9 Psf I, (2)-2x4 TOP PLATE TRUSS STUD TO SOLE PLATE, TOE NAIL 8d COMMON "`� Walls: Zone"5" is within 4 ft. of corners,Zone"4"is Anywhere Else `d f; ,j;-�. f ' - 'e: : . �^ --PLATFORM FRAMING-- j DOUBLE STUDS FACE NAIL tOd COMMON 2� O.C. r �.• .r• . _ , DOUBLE: TOP PLATES FACE NAIL 10d COMMON 16" O.C. Zone Effective Wind Area sq. ft.) Pressure ;.a. •' a NOTE, CANT. 2x4x8 #2 SYP w A " <N.T.S.) i; x , r "6' .. ''', ;. UNBRACED LENGTH OF X-BRACING MAY LATERAL BRACE ® 24 c. 2x4 STUDS 16 O.C. TOP PLATES, LAP AND INTERSECTIONS FACE NAIL -• 2-16d OR 3-10d COMMON 4 10.0 25.9 -28.1 .„ �:•` •;'�•'•° '''i'e .' ' --R) I' NOT EXCEED 10 ft.. IF LENGTH DOES 2x4 BLOCKING 0 48* O.C. CONTINUOUS HEADER, TWO PIECES 16d COMMON 16 O.C, ALONG EA. EDGE 4 20.0 24.7 -26.9 �:. EXCEED 10 ft., ADDITIONAL SCAS IS READ. BETWEEN GABLE & FIRST TRUSS CAD FILE NAME: rn 4 50.0 23.2 -25.4 (2)"-#5 RODS CONT. CLIP 9 45* O.C.. CLIP MUST N MISCELLANEOUS D E TA I L.S F'O R PLYWOOD & PARTICLEBOARD SHEATHING: _ 4 100.0 22.0 -2.4.2 -»--"- 20" _ PROVIDE A MIN. 400 Ibs OF SHEAR. '� m ROOF - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & 5 10.0 z5.9 -34.7 ,. PLA7FOR FR LST d � �� r-� I C " 5 20.0 24.7 -3.2.4 INT RIOR THICKEN SLAB DETAIL AMING H RTL�1AT41 , 66ftc�, Ft' 1 RAWING No, 8 O,C. INT'ERMEDIATI • 5 50.0 23.2 -29.3 j. GABLE END � - - _ " WALL - 7/16" OR GREATER ad COMMON 6" O,C. EDGES & ,. 5 100.a 22.0 -2s.s ` cN.T,sa C° 12" O.C. INTERMEDIATE DRAWN 9Y: APPROVED sY: � Id MISC. FOUNDATION DETAILS G APPROVED 6Y Luo SHEET NO. - U FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & *** plus and minus signs indicate acting toward and away from the building surfaces I OK 5Ee SHEAK• WAL-. - 'fIeLeS 12" O.C. INTERMEDIATE (N,TS,) ; ' DATE: LOUIS. GABRIEL P.E. I 0? i SCALE: AS NOTED 0l /`l/ t- F staE�rt . �9 ' - - •• . . 0, 2 BY UP BUUCK. 110 x 1.1/4' x Na-i1lBEa OR ® 3116'KH iAKM V3 U2'N111 EMKKNT YP) r oats M I ILS DLI U MIM PRDRCIU[i M G1RPi M (a PCR4pD m � MR I ' XPi YN YfL1Ial(q L4 ,750' ww ?11190 �t too�1 . I5' " too* 1 •• _ MATERIALS LIST .' � IrI�ra , ars�ra[i. PART duns • ' t1 RfS�IDN Y[AIfLtRSIRV i� is• Flo TPAMP r 1. 81 4/11v INTE 7q. 16' ,t's','• I;I� Eu-0 RIOR ' Mx ;'•'.6 ; EXTERIOR �: - - - r ( Iffecitivet AUreh 3,;002 .�, s It arm a" ■.r faAL •�• a a 1a" + a a a lug r arca S 1 .q a6 .u. r 114114 AB" r lr .a■ .i t- •- 14� H /a a x�ir � •a' 8 •. a• � 8 � • � 8 i M40I50•-SH +30 35 53x78 1�� � A � „ 1, . in " Standard single hwlg +30 -35 3bSO -50 •011- � 4.1 a-M40HF/50HP--SH + 53x93 � s High perfornlanco single bung +50 55 SUM � � 11 8 IR ••• � a+35 35 53x96I�Tilt sash single bung +35`• ;35 53xx996 A 8,� 41:?Hy '-$H +50 -50 33X96 ea as •4 so as Rae as ap sa as n Rat 311 �aCto 114 ra sr. as Tilt thermal break Single hung TnIauTARr VIDTn INIU CI IMICUTARr 111011 Riches tR11aTAAr VIDTO-V Chc3 lit"I TART 111011-LICXco TAINTARr 111071-SNir4 Z MP—SH +70 -70 53x78 ">a"„`a'° '` Ayo+vu 44411 AA $ _ , . I CUP 'A , . rmpact 510819hung 1 .-`.. RW HP +35 -35 127x61 "'�'°l' e $ a a High performance horlxontal slider aAOWa t wmaucr vAoOucr R to a. a- an to • J 8 RwxHP N F- • 2 Extm +511 "S5 74x31 8h��c*horizontal slider +45 -45 112x63 UM/4/5 SOD +35 35 40b8 a w c 8 8 �{ 3 Wl Standard sliding Mass door +30 34 3080 els .` 2"Sill 11t1euTAr4r wlan4 • WI i*2 � � •. � � R M2/3/4/5 HP SOD - +45 -45 40$0 panels' IAA Aga ort a N01°aa"Ti� " !Z 8 R rnw High porforuleaca slidhig glass dont R4 4S 011 114 76 RS as, , 3 M X000 M 40 sa 114 -M A as Ar: c4 &S ra 114 as 4c ss of 2-12"Sill TO 41JURI 41010• Vchcs 1RI1UTMV 410111 • Itches TRI3uTARIF rlaid• VMS thous Ar 4tDT1-�1 IvW/4/S MW SCID +55 .55 5080 pataels , Extr>ii high mfommo sliding glass door 2-12"sin MAM 1 MAS.04; � � axo 5'wide panels not available in M3&S OL 11"Mw MULLIONS RATEO IN THESE CHARTS MAY Be ORIENTED VERTICALLY OR HORIZONTALLY. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER SPN4 LOCATIONS AT HEAD, SILL OR JAMB ENDS. ar4rlry nD. • I`ZICAL. MULLION ARff NGEIAENTS FOR ANCHORS DESCRIPTION SEE SHEETS 3 Ac 4. M02--03 . - rhes at " RCevi=d.04/04•/02 » 1EH1111• ,�y�^_ V Npp4 r iANGl4• a SCRCV IUITALATIOX 04;;4 D 1 Y 1! py k1JCR At1cma CONCRCT4 1144 INSt1 �DI pp y - r H114 ERK"Ut 1!1.� V�iH Maw UgE19 DVCfltllfi tr DTFCgT 1-t/Y'hUi UtBCY+ICX1 DPCNuiDT i>1 DI+lR4 Y 1 r A!p�. At C L s[r M WSYwLA spy u pia y�a[Asua6 x ry - �'�"-'ANCHO • 1/4.11AK CAULK tENU�D VIHp04 rIN 4Y DTHCRf. tALa.tt lcTv HOLD 11KK Aril�u4X i1Aea Y /Y inWi �Cii,� J11 ••�-•---r•-•—•-.....-• �1l.TCAIDR SPACG I� . �p TVD 21 v 0• AA A►.AL �►e u[ pA� • A!REO'D. J 6� s TC/T np'!a PRCstn1. TVD at CRANING ihGArrHlI (t 6 tASDXAr 4T DTHrhf MI pAD a TI yMpt is w IC(ACt�lpr�LyC� Yoy�Ausc lw W/qR CALL 11tS12E PINISII 1M lLKx 1r D11WSt1 1r tlTI1CAi t14•NI1L a!1•c1YP�I:v( yi• XG SMlll CAULK PEtVEEN IWita4RY ��Ai,CCvC�tt FntigK iM►iii•Ata w pr D1<O�crl. ~' W'M 1 (MOrfLREV�[YY IIIItNtAT1 AXCIIpR ND !nDs� uDiu ar rl'Ictulr �03 s x 3 HEAD RL EA.JANBS ISCD�DlIIt ago 1CREV I,TFJ 4t 01NS VDD/a= u AltnO L9 pArnO KT6%0 4M g4:IKR1 AHa CpUTI N%l AWAW ID At 114• t/ x 1n 4 iCREV ii►►\\ gE to `?lsc�u c m;:er 2030 Y3 9I S r/t 8 $ E �XSTAILATl01 s As REas V fYCK ANCHOR `i w r at ?�nv MrX Ina 2038 23 to x 113 ua R 8 3 Al;fpl yr L T" �µn r Aaw a 2044 23 qs x Si 1/11 t g pip 1Gso 23 t/6%99 1/11 $ $ g • , • lcARt°1r `loan �! •. / StItE AIA IRtC 1 V rpp/� 106R 13 714 X 71 till t $ 4 `/3PA[E � • 511 Fes'' SCREv u1GI�W1+IY RTtC.R4 � rOR s !1KR a�As �s a rlrrgATW1 ttlfMysq pPCtiWp W yD• ANClrl�pOlap[ttlri DT Af117M 4CNAsiT fMCL GlAih 9 107 .2'J 73 /Ilrta 11 B2 I/! $ $ 4 L7 i i�r 7 ' • J pl`/i1 p1>EXi tt4X ARS W s ! AI ua TIWOurdl MLL An to at K"D was A sv^L xluu 1/11 8 Mt AttAT t 1w t K iNAC t1aTAwT W lR • 343A 17 to%35 In ��ppp�pl y� 7438 Y7>,a%43.p it as 3 CAi11 1 lata 11dp iY ui �Il IaliiC�AWYC ��„ 1r1>,� tp� T l Ji 8 8 P[A 1 1 �" �YI 3444 17 viiia SI ,n a a 3 DT11E41 ta<ILalrye secs ! A, i•/TYPa n/ax r r raLtAr .Fa vusartOhs 1450 17tox59u! ur�".0 [V 1418 17 to x>T .n a g r r µ10 rN1 r4AA Job aTCRtaN IX1Y1 It RT14 i`TP RLJ)IAA; ga7p 17 u►a el ua u g ♦ " p �V OTlra� Ext. INIT '' INSTALL 1i[ki A HW CHART TB7g 27 , x as , Sig;iC PCAI11fTCK CAULK pik HETER CAIA K t!4•kl1 SECTION 6r Dr4xR: rt�IiNIRi m�;, p ,r #t0 SCREWS iN 3/ DIA. CpNCRETe YA SCREWS R A. 2830 T >n%35 In $ $ NtA�IKTgq CAULK f A4!! AD SCREW IN FRANC SILL____ L IIOVA STRIP 384 31 Y i X a) >n 8 $ 3 C%TCRIIIC WIIIaaV Bs pTHs Ri SIZE- D Iz L is T60PSi 61 v up TA 4TR 3r 61 TD -499 1/ 61aPj' 21150 31 in 1 59/n t 8 3 VINDtlV A.fry 0 6 p / st Y 11. 2880 31 >/a X 03 to >r $ 4 V1D11 soca xR Inc.xx da-II/1 x 4/ 1 a 3 1 3 2870 31 r/a 1 13 V4 $ $ 4 !�110 r (a ss I�p�mt„xx r u r�• 4 4 a s 21Qlf 3 x 1 �,- -41 A3 r -w--sr a walls s'H`uL�srMAZAEt 64 a$� xz ' s>,'1�.aa� I 7 3 a i 73003307 3xx vaa xVIA 11 3S N $ Js $ s1� RIDGE 12o6t I4 •i0 7 ! t r 7 3038 3S 03 43 v. $ $ 3 aY pTFERi SECTION 30114 38't/i x at 1/11 $ a 3 4147 rRANC . �pp� Xxax t4 -T A aD s f a 7 7 a 3090 35 to%51/n 8 8 3 Sul Mow • 16064 xxxx �txxxx .�1 •�$ l� iy !s a t6 s 3010 33>n x 71 Va a 8 4 41 dye l 307 38 t/a%83 rn 9 $ 4 NAIL itYP,t / 3430 39 1H24xt 33 y� 3 3 $95 In a �f Vy�ttlV 0 . c rny�i,t 4lAa'i iTYPJwCa1CI NSTALLAt1DM AICNDIt• �`•ItOtOtIlL �II/I M 4 • . 3438 39 r/6 X 43 In 3 3 3 >#ILXI uf°lnwltl 1 Ola SCitEV 3414 39 to x 51 Va 3 3 3 aVPJ ativall t IIS- 4 a Is 1 4 3450 3/to 1 5/In 3 3 9 l u J tl i s 1 xwuc 144- 3470. r Is 1 s 3480 31 To%71 1/a 3 3 4 / I' 160po xxxx va-1 t t t4 II• v �A 1 31 rn x 83 us 3 3 4 a_i I{ YSY1tr1 1 r. N�.Mi , 7Vp ar vDDa 160m a rilAlt 1r aihEAs 38 �._._.. i3 N x 34 y`na 3 3 $ • 3938 43 tp x 43 1/11 3 3 3 • RVR 1r i1AlWlG iri— TI! TLIDINIS OLAS • .. 3844 43>p 1 51 In 3 3 s 4Y tmxas w Onraf app rwA 3850 113 4/41 S9 In 3 3 3 tltL !Lt•D1a DLAss / / / 3860 43 to x 71 In 3 3 4 3G7a 43 rnz ea In 3 3 4 ---- -- SECTION 1 } • . < >n x 28 In N IIAI4 lrTpa k,.._,,,» SNcArlu1� z � a . 4030 41 in 137 I/a 3 1038 47 to z 13 In 3 33 .3 t 0=0 fW4 LWTERUii A A UY A M 6C4A 4044 47 in x b1 try 3 3 3 14 INSTALLAUN AI1C10R4 oust 1E W SUF11CtEi1T LRL To LEVATiON 1058 47 an%S1 yT 3 3 3 ACHIEVE Lela ETltlEticlENr tlr 1.1110 rrtAUWt4 IK149Tia Yi 1 EXt ilrast 4060 47 to x 71 va 3 3 . SPAct IIs RM AICI lS V IFFM 9WLU&t4.9�. VIEWED FROM tXTERiCR ar.tlTHCRI px DppR SHp N ExYF[l1TTa�LEvAtr� 1070 47'to 0 93 N 3 3 4 wt1, 1tAD Dup.Sn RII4E axxp. xxxx npaa xHnwN 4080 1)COAX KWO WWW 11A A i CAtxY AROVAYEa cDL A tr D►DUD»GL w� citAw�RE0(L Ar GIW42�K " �.��� 442U-- St>n x In ADatslvs CAULK Lust COUPLY 11114!srAWR YA1%4'Achm'1 4430 31 tit z 37 In 3 3 RcwuctlaATa14.Da 1101 CAtJ<It 4E1pU)ral w WNW 3!L j SEl 1111 Ill sea KINCO LTD, 1 4438 'Ji to X 431/8 3 3 41 LATEX auxlt OR tTly Pr,111ETt1 311E AROUND • 12116 otD tcaw4 abw Rf CO AEA RR CAULK Hj]Cllf STRIP [3ETAIR. i....,, u EauArA� T �T .lACKSANViIi 'FLOR(0�; „-• f"', ! 4444 St to x ST In 3 3 3 cz�reaoK or rnllDow m►111 .r,,,s K i N C o p L 1 D. 4Awt5011vYte.rWWOA altxi � 731/#I��LLAtI CTNCt �rAA�HCsl ya�� •• TIT►w ! 4490 51 to x SR In 3 3 3 5)M E%Aa1 ValIDOW fYlt�g ROT 11��p�CIIAn Illy �fi WA iAFH V, + � � 1 SLIDING GLASS bu .TUD.:A Tmtlp J;I0,QR r,RA00 r:.., 4460 SI Fit x 77 .n 3 3 4 AXCAIOR t%IAtrR1l IISTeD 111111 I�IARt1ER f1IG :„�' -:'�... INTTAI.`ATIQN DETAIL tiIDDA FRMIE IIP MING S COuaaEit Da itREv A AOR t1YPa 1 :-w`"4r`�rt s ' CN04 OX f xx/11x0/ago i xxxlt IIi�TAu i►tlDh`D[iAll ; ��; °'' 1 4470 S1 tr4 Sal VS 3 3 4 6)wmjl r"An trralHEss 1u1 UN P"w pE4�Nrf s '} �': FIN SINGLE HUiJG WINDOW N4p/5D • M40laRHl' w�sDNar DPtX►yG - 8 as r, .."'r` t'1 11940 bl >n%1S In 3 3 S tlr A1nA tt DLAfs CIiIA yµp{�C. Ula p , 11+sulAswo CIA4419 AUG OiLttfKD ;,/,,/�� /•.'• MANUEL MART! Z BB a ll/U6/Ol HY OTtaAI n%5rrszJ«,% Iuu�tiEL wutTlf;si BB 1 ,IZ " 1)fACTM PUNC a Notts xl to As Do 1101 BEOUBL y'J/y � -...-...w fir••-"'" sfrrl41J 1 '/•a •:': T CiV1L T" N i.S ""I l xaor RISTALlAT10ti saratlrs qll AIIpiORf Alf QIIL+T 110'0. ��r// TltttlT fKt At SXpYtN ON tF fT• CIVI 1)T.S, auua�lt 1. Alp,�,c �" (Ifs, %0. xx DOOR SHCIWN ra 4718$ ua"` accu 1 nr s t 14-(v , j