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HomeMy WebLinkAbout7817 Merchantville CirCity of Zephyrhlls :Building Department Construction Notes Finish floor height shall be minimum 8" above crown of road (City of.Zephyrhills Ordinance #237) Each bedroom shall have at least one window sized fro emergency egress (2001 Florida Building Code #1005.4) Ductwork and appliances in garage shall be protected from physical damage (2001 Florida .Building/Mechanical Code #303.4) Tub access shall comply with (2001'Florida Building/Plumbing Code #405.8) to concealed connections Balanced return air shall be achieved through the use of transfer ducts or grilles (2001 Florida Building/Mechanical Code #601.4) Window glass hazardous locations shall comply with (2001 Florida Building Code #2405.2) Installation of gas appliances requires separate permits 2002 National Electrical Code 210.8(A)(2) - All garage receptacles shall have GFCI prottection 210.8(A)(3) - All outside receptacles shall have GFCI protection 210.8(A)(6) - All receptacles serving countertops in the kitchen shall be GFCI protected 210.11(C)(3) - Bathroom circuits shall have no other outlets 210.12(B) - All outlets (receptacles, lights, smoke detectors) in dwelling bedrooms shall be AFCI protected 210.70(A)(3) - Lighting for A/C in attic 250.52(A)(3) Footer steel shall be used for a ground 406.8(A) - Receptacles in Damp Locations 406.8(B)(1) - Receptacles in Wet Locations 410.8 - Luminaires in Clothes Closets 422.18 - Support of Ceiling -Suspended (Paddle) Fans ALL WORK SHALL COMPLY WITH ALL PUYAING CODES, FLORIDA BUILDING CoDt, NATIONAL ELECTRIC CODE AND CITY OI+ ZEPHYRHILLS ORDINANCES SOOZ 9 4-N�nr _ iP �%�U ' g f I 0 FOOTING 5C� 4ED1.11.._E x 0 6IZE REINFORCING DEf=TH FI 2'-0''x2'-O° _ W1 (1) 0 9,' O.C_ EA UJAY 12' DEED' F2 2'-6"x2'-&' IIJ/ 0) S 6 6' O./:. �A WAY�f W' DEEP .SCALE- 1/4' a 1'-0' ENGINEERED PLANS ON FILE .1 11 a a 5 38' -S" VILL CELL UUMASONRY MIX TO F2 COVER PIPE. (APPROX. 3 COURSES) V-0sa. NO VERT. se5AR lgsajIRE -.'P P31-10� A/C AD 5'-rot-4"a"V o We. I ELEYAt10NOIL � c ELEVATION A7 ?'-2�` (A55Uh1�C�) 12'-0' �,'-�° I°_g° 3 1/2' MR (4' NOMINAL) %1 IIN01 ES I -+5 VERT.IMAR i CONC. SLAB ON C- RADE flN MASONRY CELL !FILLED i i 1, _ S" " r1 4' - �" W/ 6x(o UJI.4xU)1.4 MESH IN TOO SOLID W1 CONCR£'iE. 51 OF 1 1/2' OF SLAE OR 4' VERT.1E11%F- SHALL BE HOOKED FIf3ER MESH CONC. SLAB /� INTO BEAM ABOVE 4 I-TG BELOW REC Sfr FOR Sta17. ■ ■ ■ OVER 6 MIL VAPOR BARRIER PROVIDE 25MIN. LAP WI-EfM SPLICED 4 Wife TOGETHER . _ _. .......... ON GLEAN, U1ELL-COMPACTED. / TERMITE TREATED, C:RANULAR FILL. slr'I. uu® slr�so� sly CONNECTOR 4 W i � I-4 AW-440R MOLTS ` w w O.G OR HILTI 3/4' ®' OCI STD FILM i i COTROL %] BOTTOM PLATE TO CONCF&-M 3 JOINT I f 1 0 1 m 1 -4 F -2 SIM SIMP50At 1 � OT O ' �J�'�►1� A� aroR t ttv JOINT {-� A�1cHOR HOLTS / IS� LAND aim • -W 0,C, OR kil-Ti / / SRJK X-CF .. NAILS OR ZCUA 1 • 121 O.C. 5T� FROM 2 - 5S6 DIAGONAL SoTTOM tars TO GOhlt�TE / AT ALL INTERIOR Mt -.°`WEE `ALL) SLAB C ReR5 t lTl7T lT/" ' v. CO`rROL (TYPi,1/lllf_/Glf1L/C1/111L��11�/r1rd JOINT .- 1 aVATKxi / FRDVif B x wb FM (-1 ¢+-3 lt1" /r 777 ° cif LINE FOR ICE MAKER � � (I)( (1) vJ cm. I 11 ■ ■ FD. �Fu,— — -I / V� x i al BRICK i PAVERS i ATION $ ;x$ 1ro l 'Pis CONC. LK. _ - ELEVATION $ X 13 ■ i u /� - IRDER (i�1ISS 1.VL) t to CARRIER wauLL_ AND S ' � ROOF tl�168ES ABOVE. A $. q I Fl SIMILAR 34' C-J- y, 5i SIMILAR a 20'{ 4' iSI I i�E FOI2 �.o/ 1 ' . 1 ■■ t` ■■ I ■ J 1 cEss a:aR c%D.7 ■■ ■ OPTIONAL 4'-0' GARAGE EXTENSION I2' �fd ` ✓' -O' 2I'-S' SCALE- 1/4' = Y-o' Hs. r cq - x � x N rr as 73fii e z FOUNDATION NOTES - I. SEE SHEET SNI FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL. BE PER POWED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE. OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS.' ❑ SAMUEL A. GREENBERG, F.E. "34245 F] THUY H. HUYNH, F E. 060122 � j Fl iR,U1N J. BENSON, PE. "4-r58 ❑ AL I AeBAS HAKIM, F.E. wo&- eeo TO T#F EEST OF TIC D6'S MU DCE AND BEJEF, TOE STI?IJCT(lRC f L40 Ali 6MCNCATfaNS CalFLY UN NE FI.ORIDA BIJLDWs CME, W0416% FOR 20 MN. 3 SECOND GUST, EA*O&n `B' WIND XNE (2001 EDITION). T45 DRAIIlNG AND DESIGN IS YALID FOR v i w( o AFTER TIC DATE IS S&O AND 6E4M. %NED AND SEAM FOR T1 E STR C W4 RIAMCN CF TINS DRAT" ONLY �Q �c a� z w _ cog =o lL � �� Zo 6 z w a ®� @+.-...1 tp�yJ� I� � (yn� tp�tl, try�q Iy�y a 0 .Q Y 40 C7 a� m 4v CL Y C! A., co a� m> m s 2x8STUD 0 (SEE DETAIL is FOR ADDITION, P i or PLOC S ucTUR NcT 8' x W C4MPIOGM LPL' M FLl M 1W lU 46 N 10W...G.MT LNt9L AND KO s GLOM AtJOM (2) 2x& UXW HEAVER W/ U2' PLYWOM iLMW FLAP£. (2) 2x4 MIN.. BUILT LP JACK IRM * EAC(4 00. ttt W.) \i(2) W Ws PLYWOOD PLITC14 PLATE. 4 SW6M WA36 * SA LN (8) 2x (ei) MN OWLY UP WOOL2 pm W! a) Sr'SON mrtw • CASE. 8 (2) 2x (4) MIN ISU L.T UP JACK POST UV (1) SA" PSM I'iti'MI~ * CASE (UROJ 8' x W FFIEGAST LIMIEL IW 2' IDS F}L.= SOLID W/ (MOM t lU 9 f4l3sAR j \ (2) 24 964M #W lU 811PSM 1`119HA 31MM * EACW a (2) 2YZ WOW MADER W/ I*' PLYWOM FLITS (V ®.f StWOON I"ETA20 * K46GMW WM (1) "'$M "TlES18 * Ida'" Cm O(2) 2x& NEAPM IW U2' PLYWOM IrLITa.I.. (V 8 "A°SM L.WAO * EA. END PROVIDE (2) 2x4 COL" SPACER * EA. END OF W-ADER !W 9"IM& N MTA20 * CA96 (INOTALL HEADER ABOVE TRAWO1"I) WALL LEGEND O INDICATES FlI.I.ED CELL W/ (1) #5 VERT. INDICATES TOP OF MASONRY O 8'—O" O 01 INDICATES SHEAR WALL INDICATES INTER#OR BEARING WALL EEOM i f VENT RCJOF i { OR ooR FF -m t !-r -•• 18'xi ' OPEN PACE EDOLIBLE HOTT, -LATE ANi7 SASEWAiRD LAUNDRY ROOM/ DRYER YENS' DETAIL WALL lDF-TAIL SCALE. N.T.S. 2 e DIA. ANCHOR 3GERED 0 24" ETAIL P/S4 NFO) SCALE- 1/4' = V-0' Sim W/ 61WI8 TO 3ulolzo.P W Ai3m 38 t'1.F FLOOR PLAN, NOTES- 1. SEE SHEET 5N2 FOR COMPONENT d CLADDING DESIGN PRESSURE TABLE. 2. SEE SKEET SDUJI 4 SDW2 FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 3. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-IN5 MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REG2UESTING THE FRAMING INSPECTION (PER FBC I05lo). 4. *-DENOTE5 EGRESS WINDOW SAMUEL A. GREEN5ERG, F':E. *34245 C� THUY H. HUYNH, P.z. %0122 El isuiN J. BENSON, P.E. o49-l58 ❑ ALI 455A5 HAKIM, P.E. ' v&-le C IWS DRAWING AND D1 W 16 YAID fOR Q MW46 *7ER TIE DATE #S S&ED 40 Ste. WjNM AND SEAIM FOR M 57RZNR4 F10" N cF TWIS DRAWING tX Y, 0 2 .dw dg &�SD N t a �r At ul X. 0-4- � ® ' It P LA �� Zd A•P L Y O x C Li.l G vi � - gy�gy� S}!� tiz q c o- o O@) @) gg� d SIMPSON U24 HANGER W/ loci NAILS_ (FILL EVERY HOLE) 6 EA. END OF 2'x 6' HEADER 2 °x4` BOTTOM PLATE `— 2'xfo' HEADER SYSTEM 42 Timis$ ' - 2XS NAILER W/6-106 NAILS INTO FLOOD TRUSS OR 2' x 12' NAILER -a GIRDER HEADEfR 5UPf=ORT O WALL 4 0 E SCALE: NT6 Ill" CDX PLYWOOD OR 1/$" O.S.B. /-SHEATWIW-% W/ 8d 0 4" O/C BOUNDARIES, / 6" O/L^ EDGES, It 12" O/C 'FIELD. (EXTEND SHEATHING: TO BOTTOM OF BOTTOM PLATE) j�� 2x4 BLOCKING W/ (2)-10d TOE NAILS NAILED SHEATHING W/ 8d -0 4" O/C / 6 EA- END 4 Q 45' AW- LE THROUGHOUT " WALL LF-NGTH ATTACH TRUSS TOP C TO WALL W/ 4-166 NAILS "`---- 6 EA. STUD (T) S N L6TAI5 2x FRAME WALL 0 E H STUD IHZJII ATTAC4411 x 8 S.Y.P. *2 1+LOOR SYSTI=M/J011�ET W/ (1) *I STAGGfjiiD 1' LOO 24 C> G. MAX JOIST WEBS 1/2" #-IGW STRENGTH OR 5'e" CsYP.— WB W/ 13is" DRYWALL NAILS OR DRYWALL SCREWS 'I" O/C CEILING E 8" O/C WALLS 2ND STO P" WALL 3TIRAF>FING Ol/EfR FLOOR AKIN SCALE: 1 /2 " =1' - 0 FLOOR LOADING TCLL 40 TCDL 10 DCDL 5 TOTAL 55 PRE-EW31NEERED WOOD TRUSS 0 24" O/C MAX. 0 EXT. SHEATHING —\ ATTACH TRUSS TOP CHOF TO WALL W/ 4-16d NAILS a EA. STUD 2x FRAME WALL — FLOOR SYSTEM/JOINT 24" O.G. MAX 2x12 LEDGER W/ 6-10d 9 EA. WOOD INTERSECTION 4 106 * 4" O.C. SOTTOM CHORD NAILED SHr=,4THINGs W/ SC16 4" O/C PRE-ENGIN'CERI^D /—GsIRDER TRUSS SIMPSONI 6 3611 O c' 111122" f- lc-A4 STREfs eT" OR S/S" GYP: U;5 W/ 1-3/S" DRYWALL NAILS OR DRYWALL SCREWS I" O/C CEILINCs 4 8" O/C WALLS 2x4 BLOCKING W/ (2)-106 TOE NAILS a EA. END 4 im 45' ANGLE THROUGHOUT WALL LENGTA 2ND 5TO�� WALL STfRAFFINCi SCALE: 1 /2 g = 1' — 011 -� 1-611 151-011 F SCALE: 1/4' = 1'-0' FLOOR FRAMING NOTES (1) SfMP50N +-Ir✓- (T`f"P) 1 0 N F- 2-404 u- r901H �ND5 --IN N . PRE-ENGINEERED WOOD TRi1SS 0 24" O/C MAX. NOTE: 6I-IEAT4 4ED ALL EXTERIOR WALL AND SHEAR WALLS W/ 1/2' PLYWOOD OR EQUAL USM THE FOLLOWING NAILING PATTEfv'fi! : -8d * 4' O.G, * BOUNDARIES -ad 0 6' O.G. 6 EDGES -Sd is 12' O.C. IN FIELD PROVIDE 2x4 SOLID BLOCKING * ALL PLYWOOD SEAMS. SgONID PLLOCIR SorfQ=TUftAL NOTES (3) 2x MT W JAM tn+0!!T 11I U a) "&* LSTAW 41 SA4P. (2) 2m4 t". ULT LIP JACK I° MT !W lU 0"94M LOTASO * BASE. (2) 24 WOP WAOM tW IX t°1.11 WOOD RJTC14 MAIL lV S"m&;N WALL LEGEND nnru�riurrrrrrreiii�ri i FA=-72 FLOOR PLAN NOTES: 1, SEE SWEET SN2 FOR COMPONENT 4 CLADDING DESIGN PRE55URE TABLE. 2, SEE SKEET SDWI 4 SDW2 FOR DOOR AND WINDOW TABLES AND INSTALLATION INFOR'IATION. 3. ALL PLUIiPING, ELECTRICAL, AND MECHANICAL ROUG14-INS MUST eE COMPLETE, INSPECTED, AND APPROVED 5EFORE REQUE5TING THE FRAMING INSPECTION (PER 1=5C 105.ro). 4. *-C)ENOTES EGRE55 WINDOW I � Sl � .— — — — a _ _ e _ — — _... _--....,_..,.- _.,....._ .......,.. — _ — — --- — -.._ 1 L OPTIONAL 4'-0" GARAGE EXTENSION A.., i 0) ��� \ J i._.� it 1!' KNEESPACE SHEAR 'PENSION =244* ROOF FRAMING NOTES: L SEE SWEET 551 FOR SHINGLE INFORMATION AND INSTALLATION INSTRUCTIONS SAMUEL A. GREENBERG, I- P.E.-3424�✓- �-t THUY H. UYNH, P.E. 'Yo0122 L,1 IRWIN J, i3EN50N, F'E. �49�58 ❑ ALI ABEBAS HAKIM, P.E. *56106 TO THE MST OF THE EWsHiERS iCPi01L BXiE AND MLEF, M STRUCTURAL RM AW SFECFICATM l Y WITH 4E IR.00DA BUILDWs = SECTIOI°i Ib& FOR To MPA 3 SEmD GUST, E)?0-%; 'S' I4RND DE (2001 EDITIM TAIS DRd1UIWG AND DESIGN IS VALID FOR V W6 A7E2 T�E DATE 15 66*D AND SEALED SIGNED AND :PEALED FOR THE STRUG WAL PORTIGN OF TW15 DRAI106 ONLY. c�a � � L OL 10 e�gggg X� � �o W Ulm OLUL � nV1. C: W x� r, w f �44d I a o 4 S� 0 5 �& ode [c���i1Q 0 @ o Q DATE SCALE AS NOTED DRAWN BY : AUTOCAD FILE NAME 1771 ENGINEER OF RECORD DANGOO r=NG3NEER9NG. P.A. SHEET DESCRIPTION UPPIER FLC " U /y��� O PLAN J1 -'ra IA F 71F iid-- i T31L7Cs£ VENT � � SF•1MCaL.E R ]! (SEE ni=tA6L) ° I✓ll`i! to 6441? E rQ ' ..... Ro01-- WCGIND FLOOR ? � � � DEGOFv�Ti1/E j -7 7 FINISH FLOOR CiRADE LINE RHGHT ELIEVATHON SCALE: 116' - 1'-0' SIMPSON H1O OR EQUAL TOENAIL W/ (2) 16d NAILS 0 EA. OUTLOOKER SEE STRUCTURAL NOTES ANC? NAILING443 - 2"x4" OUTLOOKER @ 24' O.C. SCHEDULE FOR SHEATHING DETAIL fNl-i� INCaLE 2'x4' TOP P�.IS;TI= END NAILED U (2) 6d INTO STUDS s (2) 16d TOENAIL.ED INTO OUTLOOKER -viMP30Ai 5P1 TOP CORD BLOCKING fOR FIRST FOUR ROWS V45* OF TRUSSES 0 EDGES OF SHEATHING TYPICAL 2bx4" CROSS BRACE AT RIDGE FASTEN AT EACH JOINT W/ (2) 1Odx3" resit P.T. SILL 2"x4" PANEL BLOCKING 0 48" O.C. FOR THE FIRST 8'-0' OF END WALL FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16--d TOENAILS 2"x4" "T" ON TOP OF PANEL BLOCKING, FASTEN WITH/ 10dx3" 0 4" O/C 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTTMMS C1002 FOR FIRST 8'--0' FROM END WALL 0 4' O/C TYPICAL 1/2"4 ANCHOR BOLT 0 48" 01 MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2'0 PLATE WASHER "L" BRACE TO EXTEND AT FAST j 907. OF WEB LENGTH (SEE TABLE) 2'x4' KNEE WALL w/ STUDS 0 24' O/C 21,1 D6dCiONAL of ACING 0 MIr>-HEIGHT w/ (2) I6d f-I CONNECTION !2' MYwO00 OR 0.6.13. SHEATWM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACH® W/ 10d NAILS 0 6" O.C. EDGES AND 12" Q.C. FIELD 2'x.4' CONT. IBLOCKW-v Ill/ (2)16d Milk JOINT 1Mf'SOAI H3 1Odx3"@ 3" O/C THROUGH ^— CHORD INTO 2"x6" P.T. PLATE 2'x4' CANT. • 24' O/C 2) 16d . 2'x4' ENO NAILFr) w/ (2) 16d PA —STUD MOISTURE BARRIER ALUMINUM SIT SIMPSON META20 OR EQUAL 0 4'--0" O.C. TYPICAL CANS" LE VE ED C-.rA5L END 5RAC IN(a DETA [ f4-4 40 Off. TRIGGFiR D TAL moc-4 VENT STUCCO FIN164 12 G' ---Jb fLASHIIWS -, s / mITER1oR YOLUI`� ass ZTUGGO `'`•• ® NFOR OFt iLUJCs WNDOID 12 ONLY--+-•• �' �•'° ,� � `�� , SE=0tiv FLOOR _ �.c FAL tea. /FwS4 i oc -- »ECOk^AtIVE FINISH • � � �.� � fir, � �� SCALIA: 1/0' = 1'_0' e GML! F'tER Q =r w..r- r- - - -® - - w-w� II I I I 1 I� I I I I I I I I I I I --.i TYF'. AT Si s qm Rv-2 I ROUP PLAN I _ I I °SCALE: 1/V = V-O' L — — — — — — L __---- T — — -- -- TYF: AT RIF \\J CM1L PIER C3EC011I FINDLANAI FINISH FLom s a- =-. 1/0' = l'-@' RAISED KKI YYStCJNE Arr rn GRADE LINE SCALE: 1/4' = V-0' <==> ROOF VENT SC:WEDULE Verifs with GerIeral Contractor all roof vent locations, quantities, and sizes. Roof vents shall be installed for a minimum of vented area as listed below: Mark Location Off rldge vents or equal setem (sq. in.) Soffit Vent, (sq. in.) RV 1 ist Level Roof 392 392 RV 2 Garage 52 52 Roo NOTE: ALL OVFER4 ANGS ARE TO 1E 12' W1 T44r= EXEPTION OF EYEBROWS WHICH ARE TO HAVE A 16, cOvER44ANCx LU1 AN ovER4.4ANG LOF 12' ON THE GABLE ASOVE EYEI SROWS. 7 f STUCCO F(N3�/ to � SHINGi.E ROOF i �-L7�CC3RATiYIr � FtI+1fSF+47 RUX-$F- VENT �12 #xb FASCIA w/ORPE III TYPICAL AIS>=D7 EY570NE / \. STUCCO -ELEVATIONT' SAMUEL A. CxREENI3ERG, P.E. 034245 F1 T44UY 4.4. 4- UYN4-1, P.E. 060122 El IRWIN I SENSON, P.l=_ 04Si56 [I ALI 4al5A5 HAKIM, P.E. *5II& TO BEST I WER6 WaMiE AND i,-i Er STRrNP.& rSPECHICATION6 «, r,r+ MOM rr 5EC110N .pry., FOR Sri MPA 3 SEC00'1� COT, DI x r l (2001 WOW DAIE 16 600 40 SEAM. 5i r-, I. (P y*� tt3 Z LLL fV x a p I :z d9 f1 w ® R I �Vq oa h ?m @ n. I � -T- P. ti,, M i III I "a,. 111 I,,n.u;3uitiro.Aa krtaIumIu° p 11 I.!I jIl iu n-a RIDGE VENT 12 3F�t# aLf ROOF JID a _ CZ61,4942ILS3=FNl5H)- J // Si cOND FLOOR _0 T'S,7YP. L BANDING C�C.oR/1tIVE EiETURN AT F3NIS4 � GECORAtiVE ID>=s � � FINr� FfN!sI.4 FLOOR GRADE LINE RH(DEff ELIEVATHON SCALE. 1/8' = 1-0' <==> ROOF VENT &GHEDULE <==> Verify with General contractor all roof vent locations, quantitles, and sizes. Roof vents shall be installed for a minimum of vented area as listed below: Mark LpCatlOn Off ridge vents or Sofflt Vent equal system (sq. in.) (sq. in.) RV 1 1st Level 392 392 Roof RV 2 Garage Roof 52 52 SCALE- l/V = 1'-0' 9 �C 3 s uti � m i - 0, jco �CL jC 9 � > GL m "A9 m o � ap ap Q0 2 � m a� R OGE3 VENT 12 12 INTERIOR VOLUME WINDOW 6Tl1CCA LINE FOR OPT. F1141e 4 ` r1 ONLY—.- flN[3Fi F.G. F.G fir'/ � i Ell El FiNt%4 FLOOR r DECORATIVE FHOW 4V-ALE. 1/8' = 1'-0' �jc ��Y 1=Cs1:ESS ONE SASH OF TWIS GROUP MUST 8E EQUIPPED WITH EMERGENCY EGRESS WARDWAiRE TO COMPLY WITH GOVERNING FISE AND BUILDM CODES LIM i 19 KEYSTONE DETAIL TYp. AT 5IC1`55 71�_TYP. AT FdIF NOTE; ALL OVER4ANG5 ARE TO BE 12' LJ/ THE EXEFTION OF EYEBROWS WHICH ARE TO kAVE A too' OVERWANG W/ AN OvERHANCx OF 12. ON THE GABLE ABOVE EYEBROWfi. F Xj - * _.III:-. crtu crux. PIER /MaCIM4111ve FINDLANAI FINISH FLOOR �/ 4 STUCCA FMI81-I> I� BAINCs 7 AT 5VE6 �DEEODRATIVE L Fr L S-ooT�4 FIN, DECORATIVE GUJIONS SMOOTO FIN.. C1RA.;= Liles EFT ELEVATHOE9ECORfLTIVE GZIiIOAIB SIC 1/0' = 1'-0` 9pIr*E VENT 12 12 b(,% sww. E 12 1x6 FASCIA U1! DRIP �-aIDCC�E tY'I�IGAL KEYSTONE IKEl'STp� �12 STUCCO STUCC.o FINISH� (� DECORATIVE FINW4 f INTERIOR ,/ f 6' SAND .►' SHIwatz b' OANP RCx CEILM ,,.'' ROOF 24 LINE -0, 12 f f k'LY6TONE �-9TUCC0 f �' si {wGLH V FINIB"J - 10 ROOF 12 (4) V SQJAREs tArl. W/ 4' SARDING KEYSTONE83 i (Tyr.) 1 1 Z & tOOTI4 FIN. SMOOTH FIN. DECORATIVE QWON$ DECORATI 171=GOR4TlvE GUlfONS (TYPICAL) Fh1ISN CENTER DOOR GIa,4DE LINE (TYPICAL) IN OPENtwa FRONT ELEVATHON SCALE. 1/4' = i'-0' NO TAM E] 8,4MUEL A. S:REENBERG, P.E. 034246, T14UY k WUYNI4, P.E. %0122 i IRUIIN J. 15ENSON, P.E. #41375a ❑ AL I 488AS 4-4,49G M, 'pp-. "56i80' �STRMAI FL�(/�i/^�A/�NND(5MC+�F/1�C�,4tT�I/G��°�/CyO�MyFI-T�,pWtTq THE /yy� FLORA BUILDING t�VF/L, SECTION 1606 FOR 20 I PJ4. J SEts�nlY 126T, Dpo$ff w No ZCA'!i= f2wl EDITION). TN15 DR4" AND DESM 16 VALID ffOR 12 MONTHS AFTER M DATE 15 56NED AND SEALED. SM AND 5EAL1=7? FOR M SWURAL PORITON OF TN16 DRAWING ONLY. s a4 T 4 d a N z $i H 4 w Q C a IN '`L ac S1 w �� corn �LU 9 44 (444 4 4 QO n Sa N� P C7 Cr ® Cal � o n all I!!� �l�r�OB pq � p® DATE 05 -18-02 SCALE AS NOTED _ DRAWN BY: BOLL V NC E AUTOCAD FILE NAME 1771 ENGINEER OF RECORD DAN600 ENGINIEtERING, P.A, SHEET DESCRIPTfON W EIV e 032 R� AT GRAVE LINE SIDES RtnGE VENTS aGALE: 1/8' = I'-V' sl=i= STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL TOP CORD BLOCKING MR FIRST FOUR ROWS 45' # OF TRUSSES 0 EDGES OF SHEATHING TYPICAL 2"x4" CROSS BRACE AT RIDGE FASTEN AT EACH JOINT W/ (2) 10dx3" GABLE TRUSS ( 2"x6" P.T. SILL 2"x4" PANEL BLOCKING 0 48" O.C. FOR THE FIRST W-0' OF END WALL FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS rm ON TOP OF PMEL BLOCKING, FASTEN 10d)T 0 4 O/C 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0" FROM END WALL 0 e O/C TYPICAL 1 /2'0 ANCHOR BOLT 0 48' O.C: MINIMUM 6" FROM PLATE SPLICES W/ 3/18"x2'0 PLATE WASHER SIMPSON HID OR EQUAL 0 EA. OUTLOOKER IMPSOI N3 CLtP' p2"xx4" OUJL00KER 0 24" O.C. l LNE42LED W?2) Ihd�1NTO STUDS 6 (2) I6d TOENAILED INTO OUTLOOKER SIMPSON SPi "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) 2'x4' i�E WALL W1 STUDS s 24' O/C 2'X4' DIACTONAL 5RACING a MID-I-+lsf&4T UJ/ C2) t6d i�Eh' GC?tECTiON ' PLYWOOD OR osB. S!-EATF+iNCs 1 /2" CDX PLYWOOD OR 7/16" OS13 SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. EDGES AND 12' O.C. FIELD 2'x4' CONT. 5LOCKNG W/ (2) I&d PER JOINT tM1�St7N �+s 1I100 3" O/C MWGH CHORD INTO 2"Ar P.T. PLATE 2'x4' CANT. s 24' D/C 2) 16d T. 2'x4' END NAILED W/ (2) 16d EA. STUD \ MOISTURE BARRIER `-ALUMit " SOFFIT -SIMPSON META20 OR EQUAL ® 4'-0' O.C. TYPICAL CANTILEVERED GzASLE END SRAGINGs DETAIL a —a 2-PLY 2x EIEAM w/ OR LVL SEAM (SSEA1' PYWOOD PLANS) (1) SIMPSON C516 OR CI) SiMPSC�I�N MLI PRO i3EAM TO COLUMN DOL 2 X 4 P.T. POST ELEV. FOR FINISH -f NEASRICATED SYNTHETIC SIMFSON ETA20 FOAM FILLED ROUND COLUMN (SEE ELEV. IF, FOR SIZE) . , 6'x16' PILASTER COLUMN BASE °a (4) IS VERTICAL op WOOD TO M SONWTO COLUMN MAY, I:` SCALE: 3/4"-1'-0" 4) #5 VERTICAL NOTE: �' 8"x16" UNITS MAY BE USED UNLESS WOOD COLUMN Q- a - IS FRAMING ON TOP OF COLUMN tr• 16"06" MASONRY COLUMN FILLED W/ 2500psi CONC. TYE I CAL MA50NEY COL. 4f RDOE VENT 12 12 FLAASFIINC� �'� ab INTSMOR � YaL�-IE ` CEILW-S wlNtaow LINE ® FOR OFIr.irIsc+� eI� oNLY--r- * 2 6 STUCCGI —INi� '� `^►. SIrGOND FLOOR F�. �'-�• � * _ � ■ PER r- NisH FLooR V45COPATIVE FINIS 4 REAR ELEVATHO SCALE: 1/8' 3' 1 6' l 3" OUTIRI GGrEfR DETAIL a * EMEreY EC�Ss ONE SASW OF TWIS GROUP MUST 15E EQUIPPED WITH ENCY EGRESS a-IARDWARE TO C M::P_Y WITH CxOV•ERsIING KEYSTONE FIRE AND BUILDING CODES O ETB: s/y T BACK wn�ouls 6• ------ INTO wRJ a 11 °.SEAT A==A Wow um +l' KEYSTONE DETAIL T.O.K 11 to, lW GRAtM LINE AT 5OT4 BEURQC.MS •rill � T ■ Y ■ • .. r t1 /I A-,4 ,4-A T R! year 4F 12 12 6p d� IX(p FASCIA I ofvp SNtNG1E TyT4CAL ROOF KEYSTONE12 12 n � _ mMot v SCALE. 1 /4' = 1 `-0' TrP. AT SIDES 4 Qm„a —-- — — — — L 1 TY}�. AT WIP m m ■'!I NOTE: ALL OVERHANGS ARE TO BE 12' W/ THE EXEP'T'ION OF EYEBROWS WHICH ARE To HAVE A I&' OVERHANG: W/ AN OVERRAN.: OF 12' ON THE GABLE ABOVE EYr=5R01IJS. <..-.._. > ROOD vENT SCNr=DULE <==> verify with C-eneral Contractor all roof vent locations, quantities, and .sizes. Roof vents shall be installed far a minimum of vented area as listed below-. Mark Location Off ridge vents or equal system (sq. in.) Soffit Vent (sq. inJ RV 1 lRoof st Level 31B2 392 RV 2 �o �e 52 52 1 If [I SAMUEL A. C:REENSERC�, P.E. 034245 El THUY H. FIUYNH, P.E. %0122 [] 1RWIN J. 5EENSON, P.E. "4975e ❑ ALI AE515AS HAKIM, P.E. "5bi8'o TO TIE M6T a TE EN WER'S ICNO ILIVa AND WJff, T# E SiR,IC NRAL, FLMS AND SFEC1FfCATIC* COt RY WM4 TIC FLORDA 13U MM CODE SECTION ib0b FOR W hiPR 3 SECW W, E>nM '5' WW ZONE 0W EDITION). TO DRAM 40 DE61GN la VALID FOR V MONM ,AMR T# E DATE IS SOW AND SEA 6&0 AND SEAIZ FOR Tip 6TRIJCTI9k i'ORRiION CF N15 DRAM ONLY � X 04 s 9 'E'� w 0 x 6 o 0 1 7- ml �V ® v nn C! ® 4'g w ofl i 3 Q cog �A Mu ;' . r-I� . ', , re,- 11 AttI'—'T:—'1T I - — - I r T— I -- — — Fi 1 — _ -- 1 ELECTRICAL NOTES THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK, THE 1 1 r CT ,p ,HALL VERIFY THE EXACT LOCATION OF FIXTURES AND OUTLETS AT JOB SITE BEFORE p"RicHiMi' THE CONTRACTOR MAY ALSO SELECT DIFFERENT MANUFACTURER FOR FIXTURES WITH EQUAL SPECIFICATIONS, THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL H,V,A,C, EQUIPMENT AND THEIR LOADS WITH THE MECHANICAL CONTRACTOR BEFORE ROUGHING —IN, TO PROVIDE POWER AND WIRING CONTROL LAYOUT, ANY DISCREPANCIES IN THE ACTUAL H,V,A.C, LOAD SHALL BE CORRECTED I EFORE ROUGHING -IN. ALL WORK SHALL BE DOME IN ACCORDANCE WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL CODES AND ORDINANCES„ UNLESS OTHERWISE NOTED MINIMUM SIZE WIRE SHALL BE #14 AWG EXCLUDING CONTROL WIRING. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL DEh CLIPPER WITH �TW' INSULATION FOR SIZE #10 AND SMALLER CONDUCTORS LARGER THAN#10 SHALL HAVE "THY -'INSULATION ALL CONDUCTORS #8 AND LARGER SHALL BE STRANDED, ALL CONVENIENCE OUTLETS TO BE OF GROUNDING TYPE, ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION, SMOKE DETECTORS SHALL BE HARD WIRED (110 VOLTS TYPE) TO A NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER. ARC FAULT RECEPTACLE IN ALL BEDROOMS PER 1999 NEC. METER SOCKET SINGLE PHASE 200 AMP BREAKER PANEL NEMA 1 30 CIRCUIT l-1 1/2" RIGID NIPPLE W/ (2) #1 AND (1) 03 CU TI-IW CQNDUCTO�: #4 CU TO COLD WATER PIPE 4 Di�'f�/IVEN E y POWER COMPANY GROUND ROD ELEGTRIC,4L. i,15ER ID i,4C_fR,4T"1 W ELECTRICAL LEGEND DUPLEX OUTLET SPLIT DUPL, OUTLET TOP PLUG IS 'HOT' DUPL. OUTLET ABV, COUNTER HGT. 220V OUTLET SPECIAL PURPOSE CONNECTION TELEPHONE OUTLET —� TELEVISION OUTLET SWITCH 3--WAY SWITCH --L DIMMER SWITCH DOORBELL PUSH BUTTON CEILING MOUNTED LIGHT FIXTURE ROUND RECESS LIGHT FIXTURE a CEILING MOUNTED SMOKE DECTECTOR , � 48" FLUORESENT LIGHT STRIP (a EXHAUST FAN FAN/ LIGHT COMBINATION FLOOD LIGHT o o o o o-HOLLYWOOD LIGHT'S SECURITY KEY CEILING FAN PREWIRE A/C REGISTER ® CHIMES ® ELECT, PANEL WALL MOUNT LIGHT FIX, ALARM KEY PAST FLOUR. WRAP FIX, RETURN AIR SC,4LE. 1/4' = 1'-0' o � 1 1 ! ! � I � I I I ! ! I ! I I ! ! ! I E I i I I L`-- _._...----------- I Wo ♦ �J P15CGNK �a 04 {y W x z or Nt x 60 o I r� Q 06® <0 f"�E-M4MLFAC7 R06F TAUe GG =S s 24' = � % �5.25 // f2 RE AT RO 12' F7 e , clJ "''� I j I ! NCB 6'-V O,C, MAX. CLCVAMN STAIR L40MCx nnr rINI.1HLD WOdII BBr.. i I I - ---- — — m 12 �b W uKLL CAR 21 x 21 SpMDLES OMER *PECS) 1 LOFT (OFt.15EPRO©M) F 11 - -.-- i MAiRNG WALL M I iA5TF=fR 6L41T SECURE 4X4 NEWEL POSTS TO WP W/ LAG SCREWS AS SHOWN. COUNTERSINK SCREWS AND CU'Y: R W/ WOOD PLUGS, 12' IX6 AT FLOUR r-- FINISH FLOOR TRUSSES " O,C, 2 X 4 BLOCKING 2 X 4 INTERIOR BEARING WALL SECMN l a ]BUILDING SECTTONS SCALE. 1/4' = 1'-0' r1 V 1 'l 1 C` C A It 3 � " T 25 A DETAL A - -.mow -,� • MX-Ml,I3 a 42' HIGH LUALL T0P RAILING 1`'LYUJ®C7D LOORfNCx SEAM 2 -2A2 STRINGERS 2-2x6 LEDGER -I'll---- "11 0 1 � r � Q ©C TAf� MT.S. rl 2"x92" TREADS OR (2) 2"x6"1 1" NOSING 3--2"xl 2" S. STRINGERS 11 r ❑ $AMUEL A. GPMF-NeERG, P.E. 03424 ❑ (ii;�LUIN J. er:NSON, P.E. 049-158 51KULIUK L M -44t) APB bMii 1ATI9* Cal;P1..T UATH THE R.000A ESULDPk's CODE, SEGTiCN 16M fOR DO MPA 3 6EC GUST, DFO81iRE 'S' W ND ZONE (2001 EDMOW). THIS DR4i11N's AO DESIGN 16 VAX FOR V MONTHS MR B DATE IS S&ED 40 SEALED. SIGNED 40 SEAM FOR THE STRMRAt PMION CF TNIS DRAIUING M'f. OL 9 �. ''jNggpp -M�� Z B B Li 1 ;(yy/ �f-- Lu ; x p S3$fj w Add yg) Z ul 0� 'L xQ tiles t{t �2 MedLt w &:1L n 5. 0 EA col am �ao�� ® T3 fn UP FJ x b 40 4 6 r 0 w s� 12 6 V �A: HEEL. STUBBED ADD' L 2 /4' FOR PLYWOOD & RIBBONS TYPICAL. WALL SECTION (FOR HEELS HGT' S GREATER THEN ' -01/ ) 10 11211 TYPICAL FLOOR FRAMING WALL. SECTION LEFT ELEVATION 5I1'" P50N TRU55 TYPE JOINT LOCATION UPL EFT (LSS) CONNECTION QT`r. GONN. CAPACITY FASTENERS** PER CONN. A3Cx LEFT 1023 H10 2 1-I00 32-86 X 11/2° RIGHT 1023 H10 2 1100 32-8d X 11/2, MOTE: ALL OTHER TRUSS 15RG. CONNECTIONS ARE 5IMP50N META20 OR EQUAL FOR MASONRY: SIMPSON Hi0 FUR FRAME- # HU62& FOR HUNG TRUssE5 ON GIRDERS UNLE55 OTHERWISE NOTED. THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY MF-TA20 1 1500 14-10d X 11/2' TIMBER H10 1 850 16-0d X 1ri2" HUNG 1286 20-106 x 3° USP TRUSS TYPE JOINT LOCATION UPLIFT (L85) CONNECTION aTY. GONN CAPA01tY FASTENERS** PER CONN. NOTE: ALL OTHER TRU55 5RG. CONNECTIONS ARE USP HTA20-18 OR EQUAL FOR MASONRY: USP HCIO FOR FRAME: 4 TH026 FOR HUNG TRUSSES ON GIRDERS UNLESS OT44ERlJISE NOTED. THESE TRUSS UPLIFT VALUES ARE LE55 THAN CONNECTION CAPACITY. MASONRY HTA20-18 1 1500 14-10d X 11/2" TIM5ER {-1C1Qi 1 1065 18-8d X 11/2 n HUNG TH029, 1 1520 1$-19>01 x 31/2 ° * Double connectors to be placed diaeona llc to each other. ** Do not drive nails through the truss plate on the opposite side of the truss which could Force the plate off the truss. *** Mounted vertically O N N 0 0 LR C i a 10' —0" 12{'011 t 1-0 11 1- 1-7 7if ROOF FRAMN02 PLAN D, E$ F 9 /4" = 1*-0" 21 `-g1, 5PAN LATEST DATE 1N PROCESS REVISION DATE DESCRIPTION 09/24/03 i 03/27/03 DCO #22-8 2X4 STICK LUMBER 24" O.0 MAX IN UNE WITH JACKS 16d GUN NAILS DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED> ROOF FRAMIWS NOTES-. I. SEE SHEET 53.1 FOR SHINGLE INFORMATION AND INSTALLATION IN5TRUCTION6 5AMUEL A. GREEN53ERS, P.E_ *34245 Q THU`E' H. HUyNH, P.E. %vn ❑ IRWIN J. 5EN50N, P.E. 04S-S& AL I Aei5AS HAIGIM, P.E. *56-186 TO IFE M6T OF TFE SEERS M De A?O M.IFY T�E STidslGTlR& *0 5FECFCATI0N6 COMPLY WN T R-OWA WLDM CME S 104 *06 FOR 90 M.i'A 3 8ECW SST, RPOWE ` ' W ZOW (2001 EDiifO O, TWIS DR 1N; *0 DE694 15 VALID FOR 12 M(%W 01ER T4 DAB 16 8190 AND ee4M. 661ED 40 *4Z FOR T�E STid,ICTlRk PORTM OF TWS DRAT" MY. x3 4 I LA N MX w �� nv x e o0 P a SP C I� sCAI E : AS NOTED DRAWN DY : BOLL VANCE AUTOCAD FILE NAME 1771 1 ENGINEER OF RECORD DANSCO 9ENGINIEUERIN0, P.A.. SHEET DESCRIPTION : ELEVATIONS D$E,F ROOF FRAMING PLAN I ATTENTIONI M �w +x r REFER TTO HIB-91 �nstst r r TRUSS IS HELD IN 2 -1/4" FOR BLOCKING & PLY -WOOD BY OTHERS 10-zi,-ia/-�IE- 10//-- 12 0 12 5, BLOCK SOLID / f I BY OTHERS INT. /BRG. TOP BY OTHERS liETAi;_ AA 51MfiJ5ON TRU56 T'Ir'PE JOINT LOCATION UPLIFT CL881 CONNECTION QTY, CCONN. CAPACITY FASTENERS** PER CONN, ABAG LEFT 1023 1•-110 2 1-100 32-8d X 11/2 u RIGHT 1023 PIO 2 1-100 32 -8d X 11/2 " NOTE: ALL OTHER TRUSS eRG. CONNECTIONS ARE SIMPSON META20 OR EQUAL FOR MASONRY: 51MPSON HIO FOR FRAME- 4 HU52ro FOR HUNCH TRU56E6 ON GIRDER5 UNLESS OTHERWISE NOTED. THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY META20 1 1500 14-10d X 11/2. TIMBER H10 1 850 1rO-8d X 11/2" 14UNG HU529, 1 1286 20-10d x 3" U5F' TRU68 TYPE JOINT LOCATION UPLIFT (LBS) CONNECTION is Y GONN CAPACITY FASTENERS** PER CONN. NOTE: ALL OTHER TRUSS 5R.G. CONNECTION$ ARE U5P HTA20-18 OR EQUAL FOR MASONRY: USP HC10 FOR FRAME: 4. THD2(o FOR HUNG T5USSE8 ON CIRDER5 UNLESS OTHERLUISE NOTED_ THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY HTA20-18 1 1500 14-10d X 11/2 TIMBER 14C10 1 1085 18-Sd X 11/2 HL THD26 1 1 ' 20 18-16d x -3 * Double connectors to be placed diagonally to each other. Do not drive nalls through the truss plate on the opposite side of the trues which could force the plate off the truss. *** Mounted vertically C2 TRUSS J wEC3 I f? s 0I? 5�:0N6PPa TYPE 2X4 TOP RIBBON & 3/4' PLY-WO.OD TYPICAL AT INT, BRG' S BY OTHERS, PRECUT STUD WALLS 2X6 TOP & BOT, RIBBON & 3/4' PLY -WOOD TYPICAL AT EXT, BRG' S BY OTHERS. 3/4' DECKING SYM-42 FLOOR TRUSSES 71 258" 18' 3 8 ' 8 // SCoLE.3/16" =1 0 TRUSS IS FOR BLOC BY OTHER 1-5-3 BRG, TOP @ 5� DETAIL DD El S r---1 00 1'(-4-12 LO OTHERS 7-5---14 ��5 TOP COQ? �X5SNt9� 2 17TO�fAF,ONTOPOFWk A PAONG SOLV, � 1 -011 own LOWER FRAMINU PLAN D9 E� F 1 /4" O _t 1 m WE O N N J 0 ROOF FIRA1" iINIG NOTES: 1. SEE SHEET 63.1 FOR SHINGLE INFORMATION AND INSTALLATION INSTRUCTIONS ❑ SAMUEL A_ CsR1rEN8Ei2 , P.E_ #34245 ❑ THUY H. HUYNH, Pr=- %0122 ❑ IRWIN J. 15ENSON, P.E. *49i5a ❑ ALI A55A5 HAKIM, P.E. #56-186 TO TIC 16T OF 4E WaR'S itA #=GYM AND E3EV, M STR►zlw& #'CANS AND 6PECRCATIM COMPLY UN TFE fLORIDA BWLDM CME, SECTION V606 FOR 20 MPA 3 5"0 Cd15T, DV00E `S' U XO f 12001 EDITIONJ. 146 URAU1Ni G AND D164N 16 VALID FOR 9 MWHS *1BR 74 DATE 15 SKID AND SEALED. SKID AND SEALED FOR iflE STR VI RAL fC7R M OF T46 DRAM my. � g �c 9 X n t\ ffi of LLl ax O U X 6 p Q Q m Or 7DATE _ 05-18-02 SCALE AS NOTED DRAWN BY AUTOCAD FILE NAME 1771 ENGINEER OF RECORD D ANSCO EN439> rEF-RI G, P.AA SHEET DESCRIPTION : ELEVATIONS D,E,,F LOWER FRAMING PLAN n(0 , - - -� 01 � �. 1 ' �,m, i 1 , i I�`-Ti��li 7 �— I I STRUGTURAL NOT f. SPECIFIGATIONS I. 1. GONSTRUC,TION AGI 515-02 BJILDIN& CODE REG2UIREMENT5 FOR STRUOTURAL CONCRETE AGI 530/ASCE 5/TMI-- m ; .n,'< ` 'C , lit 5 f / M5 602-qg 5F'EGii 10AT1c?N� 13atON`1RUGTUR. G476--q1, AND GqO-q0 5PEGIFic-ATION5 FOR MASONRY 5TR1GTURF_5 f 1- NATIONAL DL51&N SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION. 20OI EDITION, AND ALL AGGOMPANYINC 5UPPLEMIENTS. FLORIDA BUILDING CODE (FB, ). 200l Ft?ITiON �i L GCkSTRUGT€ON, ALLOiNABL.E 5TRE-55 DE51ON", 13Y THE Af-tR16AN IN' DTI T!) S'ftEL GONSTRUCTEON, (Al5G) qTH EDITION. "DE=SIGN SPECIFICATION FOR LI&HT METAL PLATE CONNECTED WOOD T1RU55E5" BY THE TRUSS PLATE INSTITUTE (TPI) lgg5 EDITION. 1. 2. DESIGN 1. 2. 1. AGI 3U8-02 BUILDING CODE REOUIREMENT5 FOR STRUCTURAL GONGREEE 1. 2. 2. AGI 530/ASGE 5/1M5 402-cicl l� AGI 550, I/A5GE 6/TM5 602-qq 5PECIFICATION5 FOR MA50WY STRUGTURi=-5. A5TM 0210-02, G4rbwgi, Alm O-gD Gi} 1GATI01 FOR MASOONRY 5TRUGTURE5 1. 2. 4. NATP0t4Aj i65W SPEGIFIGATION5 (ND5) FOR WOOD GONSTRUCTIOR 2001 EDITION, AND ALL A6(-,0MPANYIN& SUPPLEMENTS. t. 2. 5, PLYWOOD DESIGN SPECIFICATIONS (APA) I. 2. 6. FLORIDA BUILDING CODE (FBO), 2001 EDITION 1 SHOD' DRAW I NO S 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DE51c% PLANS BY OTHERS DURIN& THE PREPARATION OF SHOE' DRAWINC-6 WITHOUT WRITTEN APPROVAL FROM THE ENCINEFR Oi' RECORD. k• 3- 2• ALL SHOP DRAHiN65 ARE TO BE SUBMITTED TO THE ENOINEER OF RECORD PRIOR TO, TI-E COMMENCEMENT OF GON51-RUCTION. ALL ROOF AND FLOOR TRUSS SHOP DRAWiN&5 ARE TO BE 516NED AND SEALED BY A FLA. RE&. PE. AND SHALL INCLUDE : DRAWIN65 AND CALCULATIONS, REACTIONS AND E3EARlNG POINTS, BRACIN ,, REOUIREMENT5, AND CONNECTIONS TO 5UPPORTIN6 TRU55 MEMBERS. 2. DES I ON LOADS 2. 1. DEAD LOADS 2. 1, I. UNIT WEIGHT OF SOIL, COMPACTED : 120 PGF 2. 1, 2. UNIT i^IEI644T OF REINFORCED GONGRETE= : 150 PGF 2. t. 3. 2. 1. 4. UNIT WEICtiHT OF 8" G.M.U. BLOCK : 40 PSF 2. i. 5. 15T FLOOR SUPERIMPOSED LOAD : 20 P5F UNIT WEIC-HT OF 2x4 PARTITION WALLS ; it P5F 2. 1. UNIT 1110 HT OF 2xb BEARIN& WALLS : 12 PSF 2. 1- b, BALCONIES 4 DECKS : 15 P5F TILE ROOF TOP CHORD : 15 P5F 2. 1. q. BOTTOM CHORD : 10 P5F Sl-IINOLE ROOF TOP CHORD : 7 P5F BOTTOM CHORD 10 P5F 2. 1. i0. FLOOR TRUSSES 15 2. 2. LIVE LOADS 2. 2. 1. 51DEWAl._K AND DRIVEWAY LOAD : 200 PSF 2.2.2. CARAC--E LOADS : 50 P5F 2.2.3. GORRIPORS AND BATHROOMS: 80 P5F 2.2.4. PARTITIONED ROOMS : q� PSF 2.2.5. BALCONY At ID DECKS : 40 P5F 2. 2. 6. 5TAIRWAY5 AND LAWIN65 : 40 P5F 2. 2. 7- 2. 2. 8. ROOF. FLOOR TRU55 20 PSF TOP CHORD MINIMUM : 40 PSF 2. 2. q. ROOF TRUSS TOP CHORD MINIMUM : 20 P5F 2. 3. RAILINO LOADS. 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM`5 ARE TO BE DESIGNED TO WITHSTAND A GONGENTRATED LOAD OF 200 POUNDS APPLIET7 AT ANY POINT AND iN ANY DIRECTION ON THE RAIE_INO. 2. 3. 2. ALL RAILING AND GUARD RAIL 5Y5TEM'S ARE TO BE DE-51ONED TO k4ITH5TAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A 51MULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE- TOP OF THE C/UARDRAIL 2. 5. 3. &UARDRAIL SYSTEM SHALL 13E DE=510NED TO WITN5TANt7 200110 GONGENTRATEP HORIZONTAL LOAD APPLIED ON 1 50. FT. AT ANY POINT 1N THE; SYSTEM. 2.3.4. 23,1., 2.3.2 $ 2.3.5. ARE NOT REOUiRE=D TO BE APPLIED SIMULTANEOUSLY, 13UT EACH 5RALL BE APPLIED TO PRODUCE THE MAXIMUM 5TF2E55ES IN THE MEMBER COMPONENTS. 2. 4_ WIND LOADS: 2. 4. 1. NINO OE5€ON TO BE CONDUCTED IN ACCORDANCE WITH SECT. 160E OF THE FBG, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND &UST, EXPOSURE "B" IMPORTANCE FACTOR "l" = t.0, ENGLOSED BUILDING. 2. 4. 2. NET UPLIFT DEAD LOADS - 10 PSF SHIN&LE, 15 P5F TILE 2. 5. DEFLGTIONS : 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO I/360 TIMES THE SPAN FOR. LIVE; LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. STRUGTURAL NOTES 5, DESIGN METHOD �. I. LOAI? FACTOR DE51CN : 5. 1. 1. THE LOAD FACTOR DE516N METHOD WAS USED TO DE516N GA5T-iN-PLACE CONCRETE SLABS AND FOOTiN66 3. 2. 5ERV I GE LOAD DE51 ON 3. 2. 1- THE SERVICE LOAD DESIGN METHOD WAS USED TO DE510N MA50N%Y WALL5 AND LINTS=1-5 INTERIOR AND EXTERIOR WOOD FRAMING AND 5H) ATHIN& STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT �3, 3. LOAD GOM331NATION5 FOR LERD DE516N5 THE FOLLOWIN& LOAD COMBINATIONS MERE DE ICNED FOR TOTAL DL + FLOOR I I + ROOF LL TOTAL DL. + FLOOR I I + WL TOTAL i>L + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DE5IC7NFD TO RESIST THE WOR5T LOAD COMBINATION RESULTING IN THE MAXIMUM 5TRE55E5 PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE GON5I0ERED. 3 4. DE516,N A55UMPTION5 3. 4. 1. ALL FOUNDATION5 ARE GENTERED UNDER SUPPORTED CDLUMN5 AND HALLS UNLESS SHOWN OTHERWISE IN THE DE-51ON PLANS. 4. MATER I AL5 4.1. RE I NHORG I NO 5TEEL 4. 1. 1. REINFORCING 5TEEL SHALL BE ASTM A615-14 64 ADE 40, f'ty = 40 Kai 4. 1. 2. LAP 5PLICE SHALL BE A5 FOL.LOI6: #5 BAR 25", #4 BAR 20", #5 BAR 15", 4. I. 5. ALL DIMEN51ON5 EERTAININCC TO THE LOCATION OF REINFORGING ARE TO THE CENTERLINE OF EACH BAR EXCEPT Y4-lERF THE COVER DIMENSION 15 SHOWN TO THE FACE OF THE CONCRETE. 4. 1. 4. RE~INFORCEN& DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFoROIN& MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE 1REGUIRED Y€ELD STRENGTH OF THE BAR AND A1'E TO BE APPROVED BY THE ENGINEER OF RECORD. 4. I. 6. OE5ION COVER RE001 REMENT5 0-1-P GONGFRETE FORMED A6AEN5T EARTH : 3, G-I-P GONGRETE EXPOSED TO EXTERIOR : 2" 6-1-P CONCRETE NOT EXPOSED : 1 1/2" OROUT FILLED MASONRY: 3/4" PRE 5TRE55ED GONGRE=TE LINTF_L.5 (ADD. REBAR IN) € 1/2" 151RE CAST &ROUT FILLED LINTELS (ADD. REBAR IN} : 1 1/2" 4, 1. 7. WELDED WIRE FABRIC, (WWF): ASTM A185-gOa. 4. 1.;5, DETAIL REINFORCEMENT iN AGGORDANCE WITH AGI 3i5-LATE5T EDITION. 4. 2. GONGRETE : 4. 2. I. 4. 2. 2. 4.2.5. 4.2.4. GONGRETE TYPE MIN..28 DAY OE516N (f`c) MODULES OF ELASTICITY PE516N (E) C-I-P CONCRETE (NORMAL WEi&HT) 21500 P51 2,850 Kai G-I-P &ROUT 2,500 Psi 2050 Kai PRE GA5T GONGRETE LINTELS 3p00 Psi 5,122 Ksf LF'; SiRiraSFD GONG12E-7E 1-INTELS 5,000 P51 4,030 K51 CONGREiE SHALL GON515T OF I" MAXIMUM A&CRE&ATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. GROUT SHALL GON515T OF PEA ROCK (3/8" MAXIMUM A&CPE&ATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND GURtNC SHALL BE GONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXGLUDINO EXTERIOR WAL-KWAY5 & DRIVEWAY5) : 3 1/2" MIN, THICKNE55 W/ MIN. REINFORGEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF Mil?-DFPrt_H OF SLAB. FIBER MESH MAY BE USED I.L.O. WWF ® GONTiRAGTOR5 D15GRETION. 4. 2. 7. CONCRETE PLACEMENT PRACTIGE5 5HA1..I. DE iN ACCORDANCE W/ ALL.. AGI-- MCP Iagg STANDARDS. 4.5. GONGRETE MA50NRY 4. 3. 1. FILLED CELL5 W/ (1) #5 BAR SHALL BE LOCATED @ 8'-O" O.C. MAX, C F3OTH 51DE5 OF OPENIN66 6-0" HIDE= OR MORE, @ THE HIC-�H 51DE= OF ALL MASONRY WALL 57Ep5, t g ALL GHANC- E-5 IN DIRECTION OF THE MASONRY WALLS. 4.5.2. LOAD BEAREN& GONGRETE MA50NRY BLOCK SHALL BE A5TM Gq0-q0, TYPE 11 NON-M01511JiE CONTROLLED. 4.5.5. ALL GFLiS d CAVITIES BELOW GRADE WILL BED FILLED W/ CONCRETE IN ALL STEM WALLS. 4. 5. 4. THE A&C"i-REOATE STREN&TH OF THE E3LOGK ANp MORTAR 5HALL 13E F'm � 1,500 PSI MINIMUM. 4.3.5. METHOD OF GONGF; E=TE MA50NRY PLACEMENT AND CON5TRU6-TION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.1b. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY CONSTRUCTION. 4. 3, 7. LINTEL5 SUPPLIED BY APPROVED MANUFAGTURRER: 1) FEGP/CAS-r-GRETE CORPORATION 2) POWER CONCRET= 3) ALLIED PRECAST 4) LOTT 5) MARION MASONRY b) WIEKWA STiRUGTURAL. NOTES 4. 4. STRUGTUR AL LUMBER ; 4, 4. 1.1. iNTERiOR LOAD BE AFRiN& WALLS 5.P.F., fb = 675 P51, E = 1200 K51 ALL EXTERIOR FRAMING 5.P.F., fro = (575 PSI, E = 1200 K51 4. 4. 1,2. ALL FRAME WALL5 TO BE CONSTRUCTED U51146 5.P.F. , STUD 6A)ALITY OR BETTER 4. 4.2. ALL PLY€ HOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED 5HEATHIN& FXP I U.N.O. 4. 4. 3. ALL PLYWOOD USED FOR INTERIOR APPLIGATION5 SUCH A5 SUB FLOORING AND SHEAR WALL5 SHALL BE APA RATED 5HEATHIN& EXP I U.N.Q. 4.4.4. 1F 055 50ARD 15 TO BE USED IN PLACE OF PLYWOOD E5 TO HAVE SIMILAR OR GPEATER SECTION PROPERTIES. 4. 4. 5_ ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD iN CONTACT WITH CONCRETE 15 TO RECEIVE A STANDARD Tom. RARE PRE-55URE TREATING. 4.4.6. HHEN PRE ENOINEERED TRU55E!a ARE CALLED FOR. ON THE PLANS THE MANUFACTURER. IS TO SUBMIT SHOP DRAWIN65 TO THE ENGINEER OF RECORD, 4.4.1. DE51&N, FABRICATE AND ERECT WOOD TRUSSES IN AGGORDANGE WITH T+jE `D - 1,5N SPECIFICATION FOR 1-16HT METAL PLATE CONNECTED WOOD TRU55E5" SY THE ANS!/TPI 1-Igg5, HiB-11 AND 05T--e0- 4. 4, 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATE-5 SHALL BE PROVIDED AT BEAR€N& LOCATIONS WITTiOUT WOOPEN TOP PLATES. 4. 4. q. ALL EXTERIOR FRAME HALLS SHALL HAVE 7/8" STUCCO FINISH PER ASTM G. q2b. APPLY 3 LAYEIR5 W/ T OKNE55 OF 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" 'THICK. EACH, AND 3RD LAYER 1/8" THICK. 4. 5. EASTENER5 AND TIE DOWNS FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO : SHAPES, ANOLE5, CHANNELS : ASTM A36-3bM q4 Fy = 36 Kai ROUND METAL PIPE : A5TM A53-44, 6RADF B Fy = 35 Kai 5QUAIRE METAL TUBINC, : A5TM A500--0[4, GRADE B Fy = 461<51 HIGH 5TRENOTH BOLTS : A5TM[ A325-q4 MACHINE BOLTS : GALVANIZED A5TM A307-G14 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33K5114ITH Cq0 0ALVANIZED COATING IN ACCORDANCE WITH A5TM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER A5 FOLLOW5 : Sd = 0.115", 10d = 0.128", l2d = 0.12&", trod = 0.135". 4. 5. 4. ALL FASTENERS AND TIE DOWN5 EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI-6ORRO51VE COATINGS BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5, ALL FA5TENE125 AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLAN5 ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOteIN5, BEAM HANGERS, J015T HANGERS; AND FLOOR TRUSS 5TRAPPIN& ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND 5PEGiFIGATION5. CONCRETE EMBEI7DED 'J BOLTS USED FOR UPLIFT ARE- TO BE WET SET PRIOR TO INITIAL SET OF THE GONGRIFIE, 5PACiN6 AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DE510M PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS 115ED FOR TRU55 AND WALL UPLIFT ARE: TO BE PLACED AROUND EMBEDDED REINFOIRGIN& PRIOR TO PLACING GROUT. 4. 6. M I GRO-LAM LUMBER: 4. 6- 1. MirRO-LAM STRE55 &RADE5 SHALL PROVIDE THE FOLLOWINO MINIMUM PROPERTIE~5: E = 2,000,000 P51 Flo = 2,150 PSI Ft = 1050 PSI Fc, = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4. -7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL. TO BE PERFORI`EP BY AN EXPERiENGFD, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE: AND ACT ALL STRUCTURAL STEEL IN AGCORDANGE WITH A.I.5.C. "5PECiFICATION FOR 1-HE DE516N, FABRICATION, AND ERECTION OF 5TRUGTURAL STEEL FOR B1ILDIN05". 4. 7. 3, 57RUGTURAL STEEL: A5TM A36-3bM g4. 4.7.4. STEEL TUSINC: ASTM A500-q4, GRADE B. 4.1.5, 1,-F� CONNECTIONS: E70XX F_LEGTRODE5, MINIMUM 51ZE FILLET WELDS 3/Ib" AW5 CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE 5UBMITFED UPON REOUE5T. 4.1.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE VE13 STIFFENER PLATES ON EACH SIDE OF THE WE 5, OF A TH16KNE55 EQUAL TO BEAM FLAN nSE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORAR ( SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. STRUGTURAL NOTES 4. 95. SOIL: 4. b. 1. MINIMUM 501L 5 AARIN6 PRESSURE CAPACITY Of-- 2000 PSF. 4. a. 2. ALL SOIL IS TO BE GLEAN I P015ONED FOR TERMITES PER F5C 200E 5EGTION5 104.2b, 104.27, AO3.ib, 1503.4.4, 1816, tg167.5, 2303.€.4, a 2304. TERMITE PROTECTION PLAN5 MUST 5PEG I EY TYI✓'E OF TERMITE TREATMENT • 5oll Chemicol Harrier Method • Other treatment - Must specify proposed method and submit documentation, which 5vb5tantiote-s the proposed method, is an approved termite protection 5y5tem or method. IF CHEMICAL SOIL TERMITE TREATMENT 15 USED 1. FbG 104.2.6 - "A permanent sign which Identifies the termite treatment provider and need for re -inspection and treatment contract renewal shali be provided. The 5len shall be posted near the water heater or electric panel" 2. F=BG 1503.4.4 - Condensate and roof downspouts shall discharge at least P-O" away from the building side "olla, 3. FBC 1503.4.4 - Irrigation/sprinkler systems including all rN5era and spray heads 5hoil not be €n5talied within P-O" of the building side wail. 4. FBG 1403.1.E - To provide for Inspection for termite €nFestotion, between wall covering and final earth grade shall not be less than 6 Inches. Exception: Paint or decorative cementitious finish less than 5/6" thick adhered directly to the foundation wail. 5. FBG 181611 - Initial treatment Shall be done after ail excavation and backfifl 15 complete. b. FBG 181b.1,2 - Soil disturbed after the initial treatment shall be retreated Inciuding Spaces boxed or formed. 7. FBG fai6.1.3 -- Boxed areas in concrete floors for subsequent Installation of trop5, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of 5oll after the initial treatment. 8. FBG 1816.1.4 - Minimum b mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment 15 required. g. i=BG l8lb.I.5 - Concrete overpour and mortar along the foundation perimeter must be removed before exterior soil treatment. 10. FBG 1816.1.6 - Sol] treatment must be applied under all exterior concrete or grade within 1'-O" of the structure 51dewall5. 11. Ff3C 1816.1.6 - An exterior vertical chemical barrier must be installed after construction 15 complete, including landscaping and irrigation. Any sail disturbed after the vertical barrier is applied, shall be retreated, . 12. F5-- 1816.17 - Alt buildings are required to have pre-con5truction treatment. 15. F56- 1i51b.1.7 - A certificate of compliance moat be Issued to the buliding department bq a licensed pest control company before a certificate of occupancy "Ill be la5ued. The certificate of compliance shall State: "The building has received a complete treatment for the prevention of Subterranean termites. The treatment f5 In accordance with the rules and Iowa of the Florida Department of Agriculture and Consumer 5ervtce5". €4. FBr- 2303.1.3 After all work 15 completed, loose wood and fill must be removed From beiow and within P-O" of the building. Thle includes all grade stakes, tub trap boxes, form5, shoring or other cellulose containing material. 15. FBG 2505.1.4 - No wood, vegetation, stumps, cardboard, trash, etc., shall be buried within I5'-0" of any bullding or propa5ed building. 4. 8. 3. SOIL IS TO BE COMPACTED TO q5% MODIFIED PROCTOR A5 DEFINED E3,r ASTM D I557-qi ATTENTION: CHF- i I C,4L CHANGES IN PRESSURE THE ATE D U000 S AS OF DECEM5ER 315T, 200a, CHROMATED COPPER ARSENATE CCCA-C) WILL NO LONGER 5E PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE 5EIEN CREATED TO REPLACE CC4-C. MANY OF THE NEW FFMISSURE TREATED WOODS USE CHEMICALS TWAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONS151LITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACC -C, ACQ-D, C5A-A, OR C4=5 REQUIRE #SOT-DiPPED GALVANIZED OR STAINLESS STEEL FASTENER$. DOT SODIUM $ORATE (615X) DOES NOT. 10 REVISED 08-15-03 Ao�.CREAiID01-02-d2 120 MPH 3 SEC. GUST ■ ... "" , ,. . 04S-15a -- T-._--�-^-r-r�r-r. - -�-_.. ---- -.- - -- -- -- - - - - - -- - - -- - - -...i f_ !_ _....� In..:..� i.:...i� i;�-,:.. u_r�-a��m. �ui� .fay,:: i:: 111L e.:::_u i i. -- L _ _ �_ -- - -- --- ---- - ....._ _ _ __ .--- --- - --- i �1--- ii��TI �i a �. T i1.1- -T a 4 QU a atl' i t fiD 4 CS m 12 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. INSULATION TYP-) VARIES BAFFLES HURRICANE ANCHOR 0 EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS 1/2" NIGH STRENGTH OOF COVERING CD GYP. 7/1 " Cj S,.q. MIN. SEE ROOF BOARD OR NAJLING SCHEDULE ON SHT, SN2 5/8" WALL may; ELEV. VARIES BOARD W/ _.,.... DRYWALL SCREWS ALUMINUM DRIP EDGE t 7" O.C. CEILING &c 8" O.C_ WALLS AI-::UM!NI;M FASCIA "� -2x4 SUB FASCIA R30 MIN, BATT OR \ BLOWN INSULATION - ! 12" U.N.O. " 1 x2 P.T. HORIZONTAL. —I/ 12 ALUMINUM VENTILATED SOFFIT STD. 90' HO j " (SEE DETAIL) 8 x8 X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT R4.2 MIN, — INSULATION ON EXT.. BLOCK WALLS 1 x2 PT WD FURRING ----- - @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. ---8 C.M.U. TYPICAL TYPE "S" MORTAR _- ---ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1 x4 P.T. BASE NAILED 4"x4" INSPECTION .PORT AT EACH FILLED CELL TYPICAL 3 1 /4" BASEBOARD 6x6 W1.4xW1.4 WWF STD. 90' HOOK OR FIBERMESH r (SEE DETAIL) CONCRETE SLAB WITH BROOM MIN. 2500 PSI FINISH SEE STRUCTURAL NOTES CONC. SLAB ,.- .. . } BARRIER 6 MIL VAPOR \\/ \\ / ^ z \f \� (2) #6 REBAR CONT. 3 MtN. CLR/ CLEAN POISONED AND COMP. ON 3" CHAIRS TYP. SOIL. COMPACTED TO 95% MODIFIED U.N.O. 1 -4" PROCTOR ASTM D1557) ACID COt-IFLIANT TT-FICAL. WALL 5ECTiON NOTE: SEE SECTION C/S1 FOR ADDITIONAL INFORMATION SIMPSON SP1 CONNECTOR NOT TO SCALE (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1 /2"Ox8" ANCHOR BOLT @ 24" O.C. SPACE ANCHOR BOLTS 6" MAX. W/ 20Ox3/16" PLATE WASHER (TYP.)* FROM END OF 2" x PLATE 6X6 W1.4XW1.4 WWF OR FIBERMESH D j d fl_ 3 1/2"- X' MIN. (2) #5 CONT. / /\\/��/ /\�\\ NOTE: /f HILTI 1 /2.0 KWIK BOLT II w/ 6" EMBEDMENT MAY BE 8" V--4" 8" USED IN LIEU OF ANCHOR soLTS. T'T'FIC,AL INTERIOR 5EARING WALL SCALE: Y SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION 6X6 W1.4XW1.4 WWF OR FIBERMESH GRADE; ro // 11� (1) #5 CONT. 4" v T 11 MIN. T��'ICAL T�1CKENED SLAB EDGE 5CALE: 3%"=1'-0" SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION ELEV. VARIES 1" x 2" FURRING 1" x 6" ROUGH SAWN CEDAR 2x4 SPRUCE SUB FASCIA U.N.O. 12" ALUMINUM VENTILATED SOFFIT ALTERNATE FASCIA CONTINUOUS TO FOOTER BELOW 9O° HOOK Dt*TAIL LOAD BEARING OR EXTERIOR WALL 1/2"0 ANCHOR BOLTS @ 24" O.C. W/ NUT & WASHER (1) SIMPSON SP1 TYP.' 1 x4 P.T. BASE NAILS -� (1) #5 VERT. IN FILL CELLS 3%4" BASEBOARD _I- (SEE FDN. PLAN FOR LOCATION) MIN. 2500 PSI v 4"x4" INSPECTION PORT AT CONC. SLAB CL � / EACH FILLED CELL TYPICAL 6X6 W1:4XW1.4 WWF N CL OR FIBERMESH Q HEADER BLOCK U.N.O. <i- _ -�—. \ GRADE N 6 MIL VAPOR BARRIER CLEAN POISONED AND COMP. 4' a `� // // // \�\\\�\\j� z NOTES: (95% MODIFIED PROCTOR SOIL. ' ° - i. /� /i. 1. FILL ALL CELLS BELOW GRADE WHEN PER ASTM D157) , . WHEN STEM WALL. IS LESS THAN 40" 3 MIN. CLR. STD. 90' HOOK ABOVE GRADE. (2) #5 REBAR CONT. " (SEE DETAIL) 2. FOR STEMWALLS GREATER THAN ON 3 CHAIR 1 -4 40" HIGH CONSULT ENGINEER. ALTERNATE STEMWALL FOOTING AA 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES I II I n L==W-_ II II II n u iI _-._ JL__ JL ^_ _Ji _ r -tr — — _ ==_-iL —__ ----- — --- --- --^----- —_ _— r Tr - FIRST BLOCK TO BE I 11 i II I If U EE II II II II I! it !t ff II it SET IN MORTAR i i! n Il ii II ii a u !I ' 8"x4'x16 NOMINAL I I u -4- li Ii II II 3/8" MORTAR BETWEEN BLOCK WITH 3/8"-__- __-�� � ___1;� — -----��-__ -_� _ L=== -_ SLAB &BLOCK MORTAR BETWEEN _ �r----_ ___ _ ,r- ._.._--_ —--,r--- — , — COURSES I it U II I i! ELEV. 0'-0" .---__JL------_— ..1L..,. ELEV. -0 -5 1/4' I N _------� _ if n -----�E--------- Q o _. A.F.F. A.F.F. d .; a d, d _ . a. a. : d 4 d ELEV. -0'-4 1/4 I=- °�a �`� 2"x6" RIPPED TO ACTUAL 4 1/4" WIDE d a ' ' a A.F.F. r"' o --'OR 2"x4" WITH 3/4" FURRING 4 4" a. o �--� = a_ 4 1 I a. " e a a y CV GARAGE DEPTH a. 4;,v- VARIES GARAGE SLAB AT STEM' 5 SCALE: 3/4' =1' -0" � � I 5C,ALIE- 34 ° =1 `-O, 51 SEE SEC. A/Sl FOR ADDITIONAL SLAB INFORMATION - S.P.F. STUDS @ 16" O.G. 2x STUD � I 1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD, SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 20" MIN. LAP 3 OR #4 REINFORCING BAR 8" G.M.U. Ffl (2) ROWS OF 2x BLOCKIN 2x STUDS 16" O/C *3 4 *4 LAP SPLICE "X P.T. STUD @ THIRD POINTS R11 25' MIN. LAP 5 VERT. IN FILLED CELL " » „ " 1/2" x 6 BOLT @ 24" O.C. VERT. 1/2.0 x 8" V BOLT @ 24" O/c W/ 2"OX 3/16" PLATE WASHER TYPICAL 7/8" STUCCO FINISH PER ASTM C. 926 NOTE: APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8° HILTI 1 /2" 0 KWIK BOLT II EACH. 3RD LAYER 1/8METAL LATH. S THICK. T 2 YEARS 3/8 THICK W/ 8" MIN. EMBEDMENT MAY #5 REINFOf2CENG BAR � L��' S�'L ICE BE USED IN LIEU OF ANCHOR BOLTS. SIMPSON SP1 @ EA. STUD 36" MIN. LAP 2x P.T. PLATE I I 6x6 W1.4xW1.4 WWF OR FIBERMESH 2X P.T. PLATE REINFORCING BAR #6 L,4f SF'L ICE D Q ° ° FINISH BADE ° . \\ 6 MIL VAPOR BARRIER / AN.77777\F \ CLEAN POISONED AND COMP. \� \� \\ \�\ \\\�� SOIL (COMPACTED TO 95% MODIFIE ' �� i• \' /�\�/�\\PROCTOR ASTM D1557) / / ,\\ .\\ n � " FRAME U1,4LL TO G.M.U. WALL CONNECT1oN D T'1'I•'ICAL E>CTEfRIOR FRAME WALL FOOTING SEE SEC, A/Sl FOR ADDITIONAL SLAB INFORMATION TYPICAL C.M.U. BLOCK WALL GALVANIZED METAL STOP SECURED TO WALL TO RUN CONTINUOUS AND LEVEL AT A MINIMUM OF 8" ABOVE GRADE. EST. GRADE kELEVATION 0'-0" r TOR OF SLAB FINI5�4 TEXTURE 51REAK � SCALE: N_T_5_ SI 3/4" RECESS FOR S.G.D. (2) #5 CONT: OFT I ON "I EXPANSION JOINT-� I #5 CONT. SEE A/S1 FOR MORE SLAB INFORMATION P.T. 2x4 1/2" GYP. BD. SOLE PLATE HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD Z SEALANT #5 REINFORCING BAR R 1 7/8" *5 STD. '30* HOOK SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS (WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS @ 24" O.C. FROM TOP PLATE TO BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING) S.P.F. DOUBLE TOP PLATED' \--TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR TOE NAILS @ EACH END 2"x S.P.F. (OR EQUAL) 1/2" CDX PLYWOOD OR 7/16" STUDS @ 16" O.C. U<N.O. O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS (1) ROW 2x BLOCKING @ MID HGT. FOR AS INDICATED ON THE PLAN. MALL HGT. < 8'-C. (2) ROWS 2x BLOCKING ATTACH SHEATHING w/ 8d @ 3rd PTS FOR WALL HGT. > W-C- COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, 19 AND @ 12" O.C. @ FIELD SIMPSON SP1 CONNECTOR 1/2"Ox8" ANCHOR BOLT @ 24" O.C. 2x P.T. BOTTOM PLATE W/ 2">�x3/16" PLATE WAS (TYP.) 6X6 W1,4XW1,4 WWF 4" MIN. OR FIBERMESH 31'/2" R.// /� MIN. MIN. � \\ \ (2) #5 CON . 4" V-4" 8" U.N.O. MIN. TrRICAL 5EARI1�,G UJALL � STEPKc; NOTE: SCALE: 3/4' =1' -O" SIMPSON HETA20 @ EACH STUD WITH 16-10d X 1-1/2" MAY BE USED IN LIEU O ANCHOR NOTE: BOLTS, PROVIDED HETA20 HILTI 1/2"0 KWIK BOLT II EXTENDS UP STUD. W/ 8" MIN. EMBEDMENT MAY BE USED IN LIEU OF ANCHOR SIMPSON SP1'S ARE NOT BOLTS. REQUIRED W/ THIS ALT. SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS (WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS @ 24" O.C. FROM TOP PLATE TO S.P.F. DOUBLE TOP PLATE---� \--TRUSS BOTTOM CHORD OR 2x4- BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR TOE NAILS @ EACH END IRE54R DETAILS � 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SCALE, NT.S. CJ (1) ROW 2x BLOCKING @ MID HGT_ FOR 19 s s BLOCK WALL BEYOND e ¢ ANTERIOR GARAGE 4 19 ---- U.N.O. --O.H.D. RECESS HILTI X--CF NAILS @ 12" O.C. STAGGERED, FROM BOTTOM 6X6 W1.4XW1.4 WWF OR FIBERMESH 3 1/2" MIN. PLATE TO CONCRETE OR EQUAL CONCRETE SLAB WALL HGT. < 8 -6'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2"Ox8" ANCHOR BOLT @ 24" O.C. 2X STUDS @ 24" O.C. U.N.O. SIMPSON SP1 CONNECTOR W/ 2"Ox3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE 6X6 W1.4XW1.4 WWF 1/2" GYPSUM WALLBOARD U.N.O. 4" MIN. OR FIBERMESH W1 DRYWALL SCREWS @ 8"O.C. CONT. BEAD — — °P ° ��\/� 3 1 /2"-4" J SEALANT 3 i 2"-4"/, Q ® / /�\ MIN. 6X6 W1.4XW1.4 WWF OR FIBERMESH ' �\ \ \ I /\/ �, \/\ \ . 4. a 4_ 3" MIN. CLEARANCE 6 MIL (2) #5 CONT. VAPOR BARRIER 8" 1'-4') 8" ON 3" CHAIRS (TYP.) (2) #5 STEEL (CONT..) /vf�• /,5} �+�vs, /vf.� ${ ON CHAIRS GARAGE DOOfi2 5LA5 RECE S • V INTERIOR; WALL 5L A5 5TEF NON-5RG 5c><aLI=: N.T., ral SEE A S1 FOR MORE SLAB INFORMATION SEE A/S1 FOR MORE SLAB INFORMATION / SCALE: 6X6 W1.4XW1.4 WWF OR FIBERMESH �+ I �J EXPANSION JOINT FORMED USING 1/2" EXPANSION JOINT MATERIAL THICKEN SLAB EDGE BETWEEN 3/4" RECESS FOR S.G.D. DOORFRAMES AS SHOWN 6X6 W1.4XW1.4 WWF OR FIBERMESH FINISHED CONCRETE LANIA TO RECIEVE BROOM FINISH U.N.Q. :Z'�r N Q 00 6X6 W1.4XW1.4 WWF OR FIBERMESH " " (2) #5 CONT. (1) #5 CONT. OFT ION #2 SL 5TEFREGE-55 e 5_CP_D. -SCALE: 314'= I'-m" SEE SEC. A/Sl FOR ADDITIONAL SLAB INFORMATION SEE DETAIL L ON SHEET S1 FOR OUTER EDGE OF LANAI iL MASONRY WALL AND — PAD FOOTING 8" MASONRY WALL CONT. FOOTING STEEL 6" MIN. GRAD FOOTING DEPTH SEE SCHEDULE PAD REINFORCEMENT (SEE SCHEDULE) K 51 MASONRY WALL AND PAD FOOTING EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. 3 1/2" MIN. FOOTING BEYOND 3" MIN. CLEARANCE " MIN. FOOTING WIDTH SEE SCHEDULE ATIO COLI�MN FTG. DETAIL 5CALE: 3/4N.T.5, MIN. \ \\ (2) #5 CON 4n ,_ " " U.N.O. MIN. ALTERNATE T -FIGAL 5EARINCr WALL 'R 5TEF WIC 5�4,4i;�,) WALL CG NOTE: SCALE: 3/4"=1'-sue" SIMPSON HETA20 @ EACH STUD WITH 16-10d X 1-1/2- MAY BE USED IN LIEU OFF ANCHOR NOTE: BOLTS, PROVIDED HETA20 HILTI 1/2"0 KWIK BOLT 11 EXTENDS UP STUD. WZ 8" MIN. EMBEDMENT MAY SIMPSON SP1'S ARE NOT BE USED IN LIEU OF ANCHOR REQUIRED W THIS ALT. BOLTS. ❑ 6,4MUEL A GR ENBERG, FE. *34245 THUY 4 I4UYNH, I~ S %0122 ❑ IRIUIN J. BEN50N, F.E. *4915a TO THE 55ST OF THE ENGINEER'S KNOI.ILEOGE AND IELIEr-, T1-i- 5TR�ICCTURAL PLANS AND 51=ECIEICATIONS C;OMf-LY WITH THE FLORIDA BUILDING CODE, 8EC'TION boor, FOR 12O 1'1r-4I 3 5ECt G115T, EXF0SURE '15' WIND ZONE (2001 EDITION)_ THIS DRAUIWz AND DESIC*N 16 VALID FOR 12 MONTWS Ar-TER TI-IE DATE IT 16 SIGNED AND SEALED_ AoCREATED 01-02-02 916NED AND SEALED FOR THIS STf;ZUCTUR.4L PORTfoN or- TWIS DRAWING ONLY. ENGINEERING, P.O. BOX 3400 - APOL LO BEACH - r- IDA © 33512 2 0 PH 3 SAC. GIST � E ® (813) 6�45 0166 PAX m (813) 6 �6 �Ta � �CUENT ON THIS PROJECT, REPROOUCTIOd OR U AUTHORICZ.D USE IS PROHIBITED. - 20 3 RTY 4 OF DAN51CO ENGINEERING P.A. AND "L SEAL LE NAR HOMES SCALEWTM DATE 1 alo2 T'A DtVt>�t N: /BLOCKS/STD :2001 SECTIO .S. DETAILS, AILS, I - KNO K-0UT BLOCK NOTCH LINTEL WHERE REQUIRED IRDER TRUSS Wit) #5 1 FOR CONCRETE PLACEMENT � p 12 RE -ENGINEERED WOOD TRUSSES ®24" d C � - - -- 2 BUILT--UP7('011H,-� AM / (TYP.SEE ELEV, ,-UPLIFT CONNECTOR (SEE SCHEDULE) j �OUR•I"x4 �,P.: TOO: PLAN 1j 7/8" STUCCO FINISH PER ASTIN C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"M OVER METAL LATH FIRST 2 LAYERS 3 8" / SIMPSON H5 AT EACH JOINT TYP. PREFAB CHIMNEY CAP FLASHING 2"x4" BLOCKING {SEE MANUF. SPECS, FOR MINIMUM DISTANCE) — EXTERIOR FINISH ATTACH BLOjING TO TRUSSES SIMPSONSLOPEI€�PsoN A34 ANGLE CAL MTS12 t A. CORNER RE —ENGINEERED WOOD TRussEs SIMPSON HTT16 TYP. f 2X TOP PLATE �9 „��„ \ THICK EACH, 3RD IYEP ,z j,?, aZ PREFAB CHIMNEY / -PREFAB CHIMNEY ASSEMBLY „ 5 fg THRU - , CRICKET AS REQUIRED BLOGK{NG MAD POINT WHEN _ C�Ri( r �\ r } BOLT —CHIMNEY EXCEEDS 6--0" IN HEIGHT CD J - 3:? a- GALV. METAL a o FLASHIN — — 1 /2" SHEATHING OR O.S.B. I A \ 2"x4" STUDS ® 16" O.C. MAX. _�._. SIMPSON SP2 ®EA. STUD / 2"X4" 16" O.C. MAX. 2" x4" BLOCKING TYP. X B.U>C GALV. MIL. FLASHING SIMPSON HTT16 1 2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH CRICKET TRUSS TOP CHORD TYP. 8d COMMON WIRE NAILS 0 4" 8" BOUNDARIES 6" O/C EDGES do 8" 0/C FIELD � �� _ W, T-T—T=IG;4L CHIME~C L?ET IL.S -r-.-=i/ - AI LTTle, 'rn N ii�" •. • ■ R RECASTill CONT. ..-.-6'-0" WIDE OPENING � CELL 1) r 1 . .- � .. , RIM. INE . -milli, �e(�e Mi MINE NINE Mil OW PIN 111 x STD. 90' HOOK I CEI BOND BEAM a a O w w • •, • I I 'mi� ® 16-160 NAILS o® a ° o a as 5/8„Ox8" "J" BOLT CP 5/8"0 HILTI KWIK B0 T 11 W/ MIN. 8" EMBEDMENT r rt . N I I n v, L., I I L,.)N . Ak - Ak \-! MASON MTS12 0 EA. CORNER �T A OUBLE 2"x4" BLOCKING SCALE: N.T_5. 52 5UIL.T-UP COLUMN DET,4IL. R Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. p p p 6GALE: 3/ m I -O O H IAESTOINO#FVDUNEAAV" 2X4 PT STUDS 9 16` U.C. OR (1)2X4PT STUD _ 52 HASI BEEN T AC%RERNFORC YIENT ® OPENINGS LESS THAN OR EQUAL TO 6'-O" 5I PSON 5TRONra 24" O.C. UNDER COMMON TRUSS W/ (2) 2X4 = IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL TIE ITT1� PT STUDS CINDER HIP CARIER/GIRDER TRUSS ROOF TRUSS REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. 5OND �E,4M STET' DET.�IL } L ABOVE 1) SIMPSON LSTA14 ���"T"5' 7MAIN SPAN ROOF TRUSS SIMPSON HUSC48 CONCEALED FLANGE 24" O/C STAGGERED (TYP.) TYPIC,�L FILLED �€ PUTT CONNECTOR (SEE SCHEDULE} HANGER W/ (6) 10d INTO BEAM $C 2X4 BLOCKING SEE FLOOR PLAN NOTES LINTEL A55EMSL't' SIMPSON ?v9E fA�f L,�,j� �% FOR REQU€RED CONNECTION S /(6) 3/16" X 1 3/4" TAPCONS 10d NAILS @ 6" 1 11 SCAI E T CJ2 MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONE AND FILLED W/ 2500 PSI GROUT 1 #5 VERT. IN CONC. FILLED CL` W/ STD. 90' HOOK IN K,O- BLOCK KNEEWALL .480VE MASONRY WALL DETAIL � sc,�LE. N.T.S. 52 ���VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL O.C. STAGGERED 2--ROWS 16d NAILS STAGGERED 0 16" VC EACH FACE OR 3—�2oW� A 16d AILS STAGGERED 0 16 o/C TRANSOM---- FOR 2"x10" OR GREATER HEADEERR a �SIMPSON DTC @ 16d NAILS 0 FRAMING EA. BLOCKING 16" O/C TYP. SIMPSON STC W/ TRUSS BOTTOM CHORD OR EACH PLY 3-8d COMMON NAILS 2X4 BLOCKING W/ 2-16d 7 5/8� 8" 7 5/8" 8y+ 7 5/8 8" 2X8 WALL TOE NAILS ® EACH END (24" O.C. MAX) -PLYWOOD ABOVE ENTRY a � SHEATHING — rv„ 2 K.O. BLOCK (1) 2"x4" CRIPPLE FOR 1 DOUBLE HEADER W/ 1/2" OPENINGS 6'-0" OR FLITCH PLATE U.N.O. — g W/{1} #5 CONE. LESs &22" x 4" S2 1/4" MIN. SPACE SOLID AREAS SOLID AREAS L — CRIPPLE OPENING ARE STEEL AND ARE STEEL AND & FILLED 6'-0" OR GREATER �L� GG qq GG AS 2x TOP PLATE � GROUT ❑ � GROUT —PLYWOOD ANCHOR BOLT REG}i1REDA�NTO OTE: 2-16d NAILS INTERIOR WALL / " SHEATHING HEADS N 2) 16I�d 0 E 0 C SAW CUT TO 10 1 2 SAW CUT TO 10 i/2 FULL 8x8x16 BLOCK / 24" O.C. OR EQUAL TO TRUSS MASONRY BOTTOM CHORD OR BLOCKING WALL BELOW ---ANCHOR BOLTS 0 24" CAN BE USED IN LIEU OF SIMPSON CL- — -DOOR OPENING— -- —DOOR OPENING - — .® -DOOR OPENING—(� ASONRY WALL STC STRAP O.C. MAX. (MIN. (2} /--2"x4" STUDS TYP. 2x STUD 0 24" O.C. MAX. PER BOTTOM PLATE) qk FILL THIS CAVITY WITH © FILL THIS CAVITY WITH W FILL THIS CAVITY MTH EXTERIOR WA GROUT FROM FINISHED GROUT FROM FINISHED ❑ GROUT FROM FINISHED SIMPSON HUSC48 UPLIFT CAP = 1302 Ibs) SEE PLAN FOR REQUIRED ROVIDE HILTI X-CF NAILS OR FLOOR GRADE TO FLOOR GRADE TO FLOOR GRADE TO 11 GRAVITY CAP = 1262 Ib5 CONNECTIONS " LINTEL ABOVE LINTEL ABOVE. L_ 1 LINTEL ABOVE. } c EQUAL 0 12 O.C. STAGGERED I—! SIMPSON FROM BOT. PLATE TO CONCRETE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SIMPSON SIMPSON — L INTEL5 ,4T ENTRY A35 SP2 A35 ooFao,� P.T. BOT. PLATE 2x P.T. PLATE X6 W1.4XW1.4 WWF ------ -------- THREADED 3" DIA. EXTENSION I I — — 1/2' GYPSUM BOARD DOOR �/TR,�N50I"I �� 2X4 TOP * UPLIFT CONNECT€ONSN�N� dR FIBERMESH 1ST COARSE 2ND COARSE 3RD COARSE FOSOR� *FOUTAP (3" DIA.) W/ DRYWALL SCREWS NOT TO `SCALE �2 PLATE REQUIRED AT LOAD MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COARSE MUST BE BONDED TO THE @ 8" O.C. OR 4d G.� .�\ \ OVERLAPPING BEARING WALLS T _ _ _ o _ _ n DRYWALL NAILS � �`�\\ v— COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE \ LOAD 5EARING/EXTERIOR WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. DOOR JAMB \\ NAILED INTO " WALL HE�4DER DETAIL- � TYPICAL INTERIOR NON -BEARING WALL DETAIL ,j MASONRY LAYOUT � 1Od NAILS � 6 " \ TRANSOM STAGGERED 5CALE: N.T.S. 3-1/4 LONG X 3/16 � TAPCON, FRAMING SG,�LE= N_T.�_ 52 52 SCALE: N.T.S. 52 INTO BLOCI(®SPACING PER MANUFACTURE TRANSOM FRAMING �? 1 X4 P.T. SEE SECTION AA/S1 AND FORM CONCRE`! E INSET TO 1 DETAIL._ BB/S1 FOR ADDITIONAL REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION. WIDTH OF OPENING VARIES CREATE A SOLID BASE FOR BLOCK DETAILS REFER TO PAGE SDW2 FOR WALL ABOVE. 1/2" DRYWAL 1 X 4 FURRING SIMPSON SP1 ADDITIONAL INFORMATION BY MANUFACTURER. 1/2"X9 1/2" PLYWOO MIN. EXTENSION FROM EXTERIOR TY'PfC,4L GAiRACxE DOOR FACE OF BLOCK WALL IS 1 1 2" DOOR JAMB W 1 4 X 2-1/2" S.D.S. NCHOR BOLTS ® SCRAP MATERIAL-- / / / SIMPSON SIMPSON 35� 24" O.C. MAX TRAGIC TINGMOUN17T,41L �G TYPICAL TI-4'Ll WINDOW MAXIMUM EXTENSION FROM EXTERIOR RECESS WOOD SCREWS INTO P.T. 12" O.C. A35 SCALE: N:i'_S. 82 _ a FACE OF BLOCK WALL IS 2 1/4" TO DRAIN LINTEL SCALE = N.T.S. - 3/16"0 X 3" LONG TAPCONS STAGGERE 1X 2X4 P. T. @ 16" O.C. 2-ROWS INTO MASONRY • - °.: - .� -. 4A- PLATE THROUGH 10 P.T. & 1 XS P.T, � X � P. - a:. 2X8 P.T. BOTTOM PLATE FORM CREATES CONCRETE RECESS �O U1,4L_L CLEAN -OUT GARAGE DOOR -TRACK MOUNTING BRACKET RECEIVE GARAGE DOOR AND TO AU'ow 1 —1 f 2 " DETAIL ANCHOR BOLTS 24" O.C. MAX. SIMPSON SIMPSON 2X4 (NOM.) FOR WATER SHED. 5CALE: N.T.S. c.32 3/16" x 3 -1/2" TAPCON ARAGE DOOR TRACK KEEP STIFFENER BACK FROM SIDES ENOUGH DOOR JAMB W 1 /4" X 3" S.D.S. PER BOTTOM PLATE) g A35 SP2 GARAGE DOOR ROLLER TO ALLOW SPACE FOR FLAT MASONS TOOLS CONNECTION ASSEMBLY TOP SPLICE @ 12" UPSET WOOD BEAM (THIS IS A RECOMENDA-RON FOR CONSTRUCTION OF THIS FORM, ANY O.C. 2 ROWS STAGGI=RED, SEE PLAN F qq LL ppI CCT``ON OF :_`~ ... MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END .. SIMSPQN META 16 ( N OR SIZE} GAAAGEIC}OR PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) OUBLE 10d 1X4 P.T. ' 2X4 STUDS (� 24" O.C. • • � - 2 1/4" DETAIL 2 x 8 P.T. 2,-0" (2) 2 X 8 BEAM TRANSOM OPENING 7'-4" A.F,F, T, PRECAST RECE S LINTEL (FILLED) #5 REBAR.,. DOOR OPENING • �i • 1 / 2" DRYWALL 10 FURRING, SIMPSON SIMPSON A35 SP2 SIMPSON A35 10d 0 8" OfC Tod NAILS � 4" 1 / 2 ANCHOR BOLT 0 " DOOR JAMB W 1/4 X 3 S.D.S. ,,� STAGGERED 24" Q.C. MAX. MIN. (2} \\ PER BOTTOM PLATE 2X4 P.T. 1 X ¢ SECTION -PLATE 3/16"0 X 3-1/2" LONG TAPCONS STAGGERED 2X8 \ NAILED INTO CD oTTOM SPLICE STAGGERED Q 16" O.C. 2-ROWS INTO MASONRY 1X8�\ TRANSOM . NOTE: OVER STUD THROUGH 1x8 P.T. & 2x8 P.T. \ TRANSOM FRAMING \ FRAMING PLATE LENGTHS MUST BE �» ��-�-��� 1 X 4 FURRING SEE SECTION AA/S1 AND ` FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS t� 4" 0/C BOUNDARIES SIMPSON A35 AT LEAST 8'-0" LONG. TYPICAL - 1 2" DRYWALL / BB/S1 FOR ADDI110NAL 6" O/C EDGES & 8" O/C FIELD TOF PLATE 5FL I CE DETAIL 1-1 DETAILS �cALE: N.T.Q. DOOR JAMB W 1/4" X 4-1/2" S.D.S. 12" O.C. 52 SIMPSON SP1 1 ad @ 12" O.C. 1 4 2X2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS LINTEL L A'35 SON SIMPSON A35 A SIMPSON LSTA12 @ 24" STAGGERED Q 16" O.C. 2-ROWS INTO MASONRY 2X8 DOUBLE 2 TOP PLATE _ GARAGE ENTR l FORM DET,4I MOUNTING BASE SHOWN POURED CONCRETE BASE FOR IN POSITION BLOCK WALL. RECESSED oo BOTTOM ,OF MOUNTING BASE ANC ATER �ARAGFORWARD TO BE 2 ABOVE FINISHED THIS DRAWING. GARAGE FLOOR. 2x6 MOUNTING BASE 8x8x16 C.M.U. PARTIAL INTERIOR ELEVATION 6G,4LE: N_T.S_ ..:; ` : •✓— GARAGE FLOOR MOUNTING BASE NOT SHOWN FOR CLARITY - SEE DETAIL BELOW SEAT FOR BLOCK IS MOUNTING 5,45E DETAIL POURED IN PLACE CONCRETE SC ALIT i�_T.S. 7GARAGE FLOOR SLAB x STAGGERED (FOR SHORT �� " . . 4 SEE R� HNOTES � �Al"1U=L, A. (ZREFNBERG, E. 4-45 -SPAN PROVIDE 2 STRAPS ON 3 —1 4 DETAIL. I L 4 . a 4 SIMPSON MFTA16 (UPLIFT CAP = 1500 LBS) SLOPE FORWARD EACH END MIN.) 5UILDOUT e OVER 51ZE DOOR-- 2x8 P.T. BOTTOM PLATE FRAMING DETAIL& LINTELS AT ENTRY FOR DRAINAGE [] TI�UY P. 4-1LIYl°l�-1, PE. ���122 2x BLOCKING 0 EACH END W/ 10d WINDOW RC�UG. 4 OE"ENINGe GC �I \\ I- I A A50VE ENTRY �� DOOR UUTR�4N5O1„i �� FTRUTH J. BEN50N DP. 042759 x 3" ® 4" O.C. FROM EACH HEADER NOT TO SCALE C,�2 ANCHOR BOLTS 24" O.C. MAX. (MIN. NOT TO SCALE 52 NOT TO SCALE 2 ❑ ALI A55A5 HAI<IM, FE, (o�1e(o FACE TO BLOCKING (2) PER BOTTOM PLATE) SEE PLAN FOR FOOTING w TO THE 5f-$T OF THE EWSINEER`6 i<NOI. LEDGE AND aELIEF, TWE (2) 2x HEADER STRI,ICTURAL PLANS AND SPECIFICATIONS COMPLY WITH TI"4E 2 x $ BUCK -CONNECT To BLOCK WITH SECTION DIMENSIONS FLORIDA 51JILDING CODE, SECTION 160ro FOR I2O MPH 3 C0 " 2 x 8 P.T. BUCK -CONNECT TO BLOCK ASECCTION 3/16" x 3 1/4" TAPCON (1 1/4" MIN_ EMBEDMENT INTO BLK.) B-B CAST EXi~'OSURI= '$° WIND ZONE (2OOI EDITION- VARIEsND 2x BOTTOM PLATE W/ (1} 10d X 3 w/ 3/16" x 3 1/4 TAPCON " GARAGE ENTRY FIN18J LED { 12" O.C. TO EACH HEADER FACE ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1" MAX. � MAX. R'-0" 8' ir1I9 DRAWING AND DESICC�N I5 VALID FOR 12 MONTHS AFTER THE 4 SOLID BLKG. AT TOP B'-O" 8° F DATE IT 16 SIGNED AND SEALED, Z j X. �o (j„���_ BTWN. ARCH BLKG. &BUCK MASONRY DETAIL N.T.S. 3" TAPCONS BLOCK HEADER SOLID BLKG. AT TOP ER,,4t„1E 316" x / 1 X 4 FURRING BTWN. ARCH BLKG. & BUCK 52 SIGNED AND SEALED FOR TPE STftC:TURAL F*ORTIoI OF THIS DRAW NCx ONLY- LUALL DEADER' DETAIL 1 X 4 FURRING i-AV BUCK AT 8" O.C. .e--- 2 x 8 VERT. W/ (2) 10 BLOCK HEADER / A * $d NAILS c� $" O.C. AT BUCK IV NAILS AT EA. E D Masi 24"LEAVE A CUT OUT IN O.S.B. PROVIDE 2 x $ DIAG. BRACE PROVIDE (2) MIN. r 0 m k ",- A N, E " � STAGGER D (FOR C OR 2 x 18 BRACE/ INTO LEAVE ON THE INSIDE TO ALLOW FOR "--�-�.., TAPCON AT EA_ SIDE {2) 2X4 TOP PLATE STAGGERED (FOR SHORT INSULATION TO BE INSTALLED BTWN. VERT. BRACES WHEN SPAN PROVIDE 2 STRAPS ON 1/2" DRYWALL HGT. OF BRACE EXCEEDS 24" BUCK - (1) WITHIN AiREVISED 08--15--03 EACH END MIN.) 2 x 8 45 DIAGONAL LEAVE A CUT OUT IN O.S.B. 4" MIN. OF START ENGINEERING, BRACE AT EA. FACE � 2 x 8 46 DIAGONAL 7/16" OSB OF ARCH W// (3) 10d 2 x 8 VERT. ON THE INSIDE TO ALLOW FOR OF ARCH PD,,. BOX - �► 1.O A - IDA m 33512 BRACE(S) ARCH PANEL CUT HOLE IN O.S.B. FOR NAILS AT EA. END BRACE(S) INSULATION TO BE INSTALLED / u \ CREATED 01--02-02 P® (813) ro� 0166 r-- (SM) POLY -CELL IN THIS AREA 120 P ©THESE DRAWNGS AND DESKS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE BUILT UP PLWD. BUCK - (4) 1Od NAILS INTO 7/16" OSB 3 T CLIENT ON THIS PROJECT. ANY REPRO➢UCTIGN OR UNAUT40RfZEO USE !S PROHIBITED. - 2003 2) 2x HEADER W SCRIBE (NOTCH) BACKSIDE TO FIT 2 x 8 BRACE/ BLKG, BUILT O PLWD. BUCK ARCH PANEL ARCH CONNECT W/ 8d NAILS SCRIBE (NOTCH) BACKSIDE TO $fiARi ARC LE3�l�R �/w41�rf 2 X -4 FRAME L"YWOOD FLITCH PROVIDE TAPCON FIT ARCH CONNECT W/ Sd NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 3�L1®t 66�.rr''II !! WALL I LL p L 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) WITHIN 4" MIN. INSTALL vdDW, SCREW BTWN. OSB ARCH FACETS W/ (4) 1Od NAILS 4' 1 RAp iu INSTALL WDW. SCREW BTWN. OSB ARCH FACES W (4) 10d NAILS OF BRACE THRU OSB INTO 2 x 8 SCALE NoTm v ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. 'CaQ �7IYI°.�I09�i tt f PER INSTALLATION DETAILS START OF ARC PER INSTALLATION DETAILS EQUAL EQUAL 0 A4TE 12A2102 N: /BLOCKS/STD 0001 PROVIDE LUALL HEADER DET iLS DETAILS ORPTHRU CON PER R1/ " THKS OR MORE BUC 4' MAX. RAD. 4RC;H DET,�IL ARCI'-I DETAIL. AA WITHIN 6" MIN, OF START OF ARCH NOT TO SCALE 52 SECTIONS., DETAILS,, NOT5 5C ALIT N.T.Q. 52 NOT TO SCALE 5 2 Dr JOB NO. FM - I7027 � . mi TRANSOM OPENING 7'---4" A.F. . T = PRECAST RECESS LINTEL FILLED 5 REBID DOOR OPENING -- ---, __ I - . -.--- -- F - �co rc� o 0, 111 m u � ®dD 4 lep SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) i6d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS 2"PTI SSCHEDULE FOR SHEATHING DETAIL 2"x OUTLOOKER 24" O.C. �(oPT10NAL - SEE ELEVATIONS) L4" OUTLOOKER 0 24" O.C. SIMPSON H10 OR EQUAL TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' lk� EA. OUTLOOKER OF TRUSSES ® EDGES OF SHEATHING TYPICAL I TOP CORD BLOCKIN FOR FIRST FOUR ROWS DOUBL�: TOP PLATE 2"x4" CROSS BRACT SIMPSO H10 OR EQUAL OF TRUSSES @ EDG S OF SHEATHING TYPICAL2" RIDGE SSSBRAC3 0 EA. UTLOOKER 7/$" STUCCO! FINISH PER ASTM C. 926 ¢" MAX 2"x4" CROSS BRACE AT EACH JOINT �N/ I 24` MAX "INIMUM 2"x4" CROSS zl LSO3 ! Z �i EA. S D- � AT RIDGE FASTENED (2) 10dx3" j "L" BRACE TO EXTEND AT LEAST BRACING SEE PLAN APPLY 3 LAYERS W/ TOTAL THICKNE. ,% AT EACH JOINT Wf I 90% OF WEB LENGTH (SEE TABLE) FOR LOCATIONS OVER FETAL LATH. FIRST �,AY£RS 3 f$P (2) 10dx3" ) THICK EACH. 3RD LAYER 1 8 THICK. 7f 8° STUCCO FINISH PER ASTM C. 926 2X6 FRAMED WALL -- SEE WALL SECTION FOR SPACING APPLY 3 LAYERS tY TOTAL THICKNESS 7f$ 2"x6" P.T. sILL I 2) 16d PER JOINT 1 /2" CDX PLYWOOD OR 7 16" OVA AL I ATH. #R aT SAYERS 3%$" ABLE TRUSS 2"x4 PANII ti. II�s" O.C. / THICK AGH. O t.AYER 16 TRICK. FOR THE. PRIS i� t2oWS OF TRUSSES Ow SHEATHING ATTACHED Wj 10d I FROG tA, ! TOP &BOTTOM FNAILS IELD �+ 6" O.C. EDGES AND 12" O.C. 2"x4" PANEL BLOCKING 4$" O.C. I 1/2" CDX PLYWOOD OR 7 f 16" OSB ATTACHED W/ (2) 16-d TOENAILS " _ (2) 16d NAILS FOR THE FIRST 8 -O OF END WALL � SHEATHING ATTACHED Wf 10d NAILS 0 6" O.C. M -2"x4" BLOCKING FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD _ ATTACHED Wj (2) 16-d TOENAILS 10dx3"0 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 5/8" O 1 /� - blI" LIIU6 DENSE 2"x4" "T" ON TOP OF PANEL \'ONIINUOUS BOTTOM CORD BRACING 1 "x4" MIN. OY 5-'Um" 'WALL BOARD FASTENED BLOCKING, FASTEN WITH r WITH 8d COOLER NAILS OR 1 1/4" LONG 10dx3" € 4" 0/C 2"x4" "T" ON TOP OF PANEL DR I . . - I "X" BRACE SEE CONTINUOUS BOTTOM COR DET. 'J/S3 -I ��I ill K K AC YWALL SCREWS COMPLYING WITH BLOCKING, FASTEN WITH MOISTURE HARRIER NOTE: ASTM C1002 FOR FIRST 8'-0" 10dx3" 0 4" O/C 1 SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING 7TOP &BOTTOM CORD FROM END WALL CAD 4" O./C TYPICAL:. 5/8" OR 1/2" CEILING DENSE SIMPSON META20 OR EQUAL CRO65 5RACIi�G DETAIL GYPSUM WALL BOARD FASTENED 0 4'-0" O.C. TYPICAL CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ WITH 8d COOLER NAILS OR 1 1 /4 LONG SCALE: N.T.S.3 THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR 2"x4" (EDGER {MATCH BOTTOM DRYWALL SCREWS COMPLYING WITH ASTM" C1002 2) "T" BRACING MAY 8E USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES UPLIFT GONN®5 I ING CHORD SLOPE OF ADJACENT TRUSS) FOR FIRST 8 - 0 FROM END WALL BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 0 4 O/C TYPICAL * USE SIMPSON META20 (OR BETTER) CONNECTORS 1/2.0 ANCHOR BOLT 0 48" O.G. (OR EQUAL) @ MASONRY OR SIMPSON H10 (OR EQUAL) SECTION � " SECTION � i�G2UFR�D �fN1Ml,��"i ��j�"i,�1`1�1�7" `ii2U5� 8�G1�iC� �L1�1� L CONNECTORS @ FRAME WALLS & SIMPSON H5 MINIMUM 6 FROM PLATE SPLICES AS PER HIB 91 SCALE: NT.S. Ga' � @ HIP .JACK TO FRAME WALLS. Wj 3/16"x2"� PLATE WASHER SCALE: N..T.S. G3 SCALE: N.T.S. SEE STRUCTURAL NOTES AND NAILING 2x4 "T" BLOCKING SCHEDULE FOR SHEATHING DETAIL _\ 2x4 BLOCKING @ 48" O.C. BACKNAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER 0 24" 0/C "L" BRACE I 16d NAIL 7/$" STUCCO FINISH PER ASTM C. 926 ATTACHED W/ 10d NAILS APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8 @ 4" O.C. TYPICAL OVER METAL LATH, FIRST AYERS THICK EACH. 3RD LAYER 1 f8 THICK. PRE -ENGINEERS �`�-�'�� BR4CIN�x OVERLAP io iIJ WOOD TRUSSES AT LEAST TWO TRUSS SPACES GABLE TRUSS WE � TOP CORD 1LOCKING FOR FIRST FOUR R W I IMPSON H10 OR EQUAL OF TRUSSES 0 EDGES OF SHEATHING TYPICAL 0 EA. OUTLOOKER 2'x4" CROSS BRACE AT RIDGE FASTENED 4" MAX. DOU5LE 'L' 15RACING DETAIL (2 EACH JOINT W/ I "L" BRACE TO EXTEND AT LEAST SCALE: N_T.S. 53 {2) tOdx3" 90% OF WEB LENGTH (SEE TABLE) I ABLE TRUSS I 1/2" CDX PLYWOOD OR 7/16" 2x4 "T" BLOCKING (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OSB SHEATHING ATTACHED W/ 10d OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS 2"x4" PANEL LOCKING ® 48 I NAILS @ 6" O.C. EDGES AND 12" O.C. 2x4 BLOCKING @ 48" O.C. (D - 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FOR THE FIRST (4) ROWS OF TRU I FIELD FROM EA. END TYP. TOP & BOTTO I (2) 16d NAILS MINIMUM (2) 16d PER JOINT 16d NAIL NOTES: 1 ) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4-PLY, PROVIDE 1/4" DIA. ATTACHED W/ (2) 16-d TOENAILS INIMUM 2"x4" TRUSS BRACING "L" BRACE I I OPPOSITE SIDES OF THE COLUMN x 5 1 2" LAG SCREWS OR EQUAL SIMPS{}N HGA10 0 36" O.C. / 2"x4" "T" ON TOP OF PANEL ATTACHED W/ 10d NAILS I 2) ALL FLAILS PENETRATE AT LEAST 3/4 (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH @ 4" O.C. TYPICAL LAMINATION THICKNESS OF THE LAST 5} FOR 5-PLY, PROVIDE 1 j4" D#A. $ x 7" LAG SCREWS OR EQUAL 5 j8" OR 1/2" CEILING DENSE TUD WAIL (SEE TYP. SEC.) 3) 1Odx3" @ 4" O/C TRUSSI2AGIN� OI�� DETAIL EACH 30d COMMON NAIL MAY BE (SPACE AS SHOWN FOR 3-PLY) REPLACED W/ (2) 16d COMMON NAILS. 6 REFER TO NDS SECTION 15.3 GYPSUM WALL BOARD FASTENED +ALE= �Ta% GABLE TRUSS WEB (ONE INTO EACH OUTSIDE FACE OF ) FOR ADDITIONAL INFORMATION WITH 8d COOLER NAILS OR 1 1/T LONG B.U.G., SAME NUMBER OF ROWS, DRYWALL SCREWS COMPLYING WITii SIMPSON SP2 SINGLE 'rL"3IRAGINCx DETAIL �P SAME SPACING) ASTM C10g2 FOR FIRST 8'-0" EACH STUD FROM END WALL @ 4" O/C TYPICAL DBL, S.P.F.TOP PLATE SCALE, N.T.S. 5j TYPICAL NAILING 6CI-4EDULES FOR 5UILT-LIB' COLUMN6 SCALE- N .T,6. SECTION ABLE TRUSS 4 ABLE TRUSS ! " " " OJC g3 L BRACE Wf 1Od ®4 33 SCALE: N.T.S. �3 (SEE SCHEDULE FOR SIZE 1� "L" BRACE w/ 10a 0 4" O.C. �7 AND LOCATION) 12 (SEE SCHEDULE FOR SIZE 7 MAX. ND LOCATION) s S3 TOENAIL W/ (2) 16d NAILS 5 1Odx3" O/C @ 6" o/c TYPICAL 63 2 2' 4" (2) 10d PER JOINT 'L° 5RACING REQUIREMENTS I STUB NO (1) 2"x4" (2) 2"x4" (2) 2"x6- SPACING "L" BRACE "L" BRACE "L" BRACE 'L" BRACE 16" O'0" - 4'-5" 4'--5" - 8'-0" 8'-0" - 12' -O" 12'-Ga_ - IC-0. 24" C-0" - 4'-0" 4'---0" - 7'-0" 7'-0" -- 1a'-0" 10'-0" - 14'-?» SCISSOR GABLE - (1) 2"x8" #2 S.P.F. C EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING j NOTE: 6 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, z"x "RUNNERS IF S3 SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF CABLE, I 12" MAX. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" Q/C. b I...,.... ... :.:..:::. .....:.... IF��CV � 1=1 I F VY^4� DBL. TOP PLATE SIMPSON SP2 ALTF_RNATE NON-DRof=' GABLE END DETAIL ONT. SEARING ONT. BEARING STUDS 0 16" O.C. ON SCALE- N.T.5. GAIBLE END 15RACING DETAIL GA5LE END 5fP,,4(:,-lNG DETAIL SIMPSON HGA1O @ EACH STUD MEAN WALL HEIGHT UP TO 3O'--0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N_T S. MEAN WALL HEIGHT UP TO 30'--0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SAMUEL A. `- FEEI�5ERc.';, FIE, 424 . SCALE; N.T_S. ❑ THUY H_ HUYNNH, I.E. 0122 SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL Ii�JIN .J_NS®i�I,��� 2"x4" OUTLOOKER 0 24" O.C. s� 12 Gum TOP PLATE SCISSOR TRUSS 45' SIMPSON H2.5 OR EQUAL TO THE 5EST OF THE IENGINEER'S KNOWLEDGE AND 5EL.IEEF, THE T MAX. TOP CORD BLOCKING FOR FIRST FOUR RO @ EA. OUTLOOKER STRUCTURAL I=L;ANS AND SPECIFICATIONS COMPLY WITH T OF TRUSSES EDGES OF SHEATHIN TYPICAL 2X4 CONT"L" BRACE FASTENED W/ 12 FLORIDA SUIL.DINC� CODE, SiEGTION 16FOR 120 Mfi�1 .3 c, {2) 10d 3-0 24" O/C. CMID HEIGHT C:LIST, EXPOvURE `15` WIND ZONE (2001 EDITION(. GABLE TRUSS THIS DRAWING�s AND DESIGN IS VALID FOR 12 MONTHS AFTEp_ -FHE 7 MAX. I 2x4 KICKERC�s 8'-O" 0/C. TRUSS VERTICAL ' REVISED 08-15-03 DATE IT 15 �viD AND SEALED, 2"x4" CROSS BRACE 2X4 BRACING @ 48" O.C. AT RIDGE FASTENED I "L" BRACE TO EXTEND AT LEAST �----, „ „ SIGNED AND SEALED FOR THE STRWCTU FORTIORI OF THI- 2X4 LEDGER CONTINUOUS TO FIXED LOCATION AT,EACH JOINT W% 9Q� OF WEB LENGTH {SEE TABLE) (2) 2 X$ L BRACE FASTENED ZL CREATED 01--02-�-02 DRAWING ONLY, SIMPSON LSTA12 TYP. ATTACHED Wj 2--10d 0 EA. TRUSS (2) 10dx3" I FROMSIMPSON #3 WITH 8-8d BLOCKING WITH (3) 16d PER SIDE (NOTE: BRACING MAY BE PLACED ON OTHER DIAPHRAGM BLOCKING TOP OR BOTTOM OF THE BOTTOM CORD) ' . ABLE TRUSS @ 48„ O/C a GYPSUM WALL BOARD I 1/2" CDX XPLYWOOD ATTACHED W 014d NAILS � 6°IB iE e A � y� � 2"x4" LEDGE (MATCH BOTTO " % SCISSOR GABLE T � RACE 1`� r� I g CHORD SLO OF ADJACENT I EDGES AND 12 O.G. FIELD I 10D BOX 3400 - ® 3 `M 1 SCISSOR SS) AS PER HIB 91 SCALE: N.T P� a (OLS) 645 016#a F (PS13) I OISTURE BARRIER 12 n M P t S 2"x4" PANEL BLOCKING @ 48" O.C. t� ! l E5 Ole @THFSE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND ?;?E FOR THE FIRST (4) ROWS OF TRUSSES SIMPSON HETA20 OR EQUAL CUFAlTd THIS PROCT. ANY REPRfDUCT10N OR UNAUTHORIZED USE IS PRt#IE17E➢. - 2063 COSMETIC DROP CEILING FRAMING FROM EA. END TYP. BOTTOM CORD CAA 6'-0" O.C. TYPICAL 3 SEC. GUST ATTACHED W/ (2) 16-d TOENAILS �f� t t 2"x6" P.T. SILL ALTERNATE SIMPSON LSTA18 j� �'fRU,55' W1 Dfi�'OP �E!LINCi 5R,4C«� DETAIL. 1/2.0 ANCHOR BOLT @ 48" O.C. STRAIGHT STRAP 0 4'-0" O/C SEAL ``� iUD5 16" O.C. ALIGNED WITH GABLE WEB. MEAN WALL HEIGHT UP TO 30'-V - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SC,4LE: NT5 ATTACH TO TRUSS W/7-10dx1 1/2" SCALE NOMD* DIVISION �� � . . AND TO MASONRY W/ (3) 3/16 x 2 1 /4 TAPCONs. PATE W/02 N: /BLOCKS/STI5 2001 ; SECTION- TRUE 1 DETAILS WOOD FRAMED C-s��3LE END BRACING DE�"r4IL. SCALE. u.T.�. �,3 MEAD€ WALL HEIGHT UP TO 3C-0" - SEE STRUCTURAL NOTES FOR WND SPEED SPECIFICATION SCALE -- NT.S. DE JOS NO. IIM - 502 F-Irz:URE I: PL,45�4 INC-- I �I T A' L A-' I oN ASPHALT SEALANT, EXTEND MIN, O OUTSIDE OF FLASHING DI'v FL4 I=IGsURE 2: WALL f =S i=L.,4eHING IN5T,4LL ,4T ION WHERE ROOF MEETS VERTICAL WALL ROOF CRICKET: MIN, 8:12 SLOPE (REQUIRED AT LOCATIONS) VALLEY TEXTURED PAINTED EXTER, WdLL FINIS WALL FLASHING CON — PLASTER PLASTER STOP — ROOF SHINGLES 6' X 18' H GALV. FLASHING CONT,---. ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6' ABOVE VERTICAL, RISE OF FLASHING AT KNEEWALL I_ET24ILS NOTE: THIS DETAIL IS REQUIRED La�L6'S'uH1"N`G+ AT ALL VERTICAL WALL INTERSECTIONS LT WITH ROOF VALLEYS & ROOF CRICKETS, RICKEILK FILEREF. (SD4)KNGSTN,FLSHDET/SD (NO SCALE) i � � � ♦ T ► r rY♦ ♦ ♦ ♦ T � ♦ ♦ ♦ • r r T r ♦ • ♦ ♦ r ♦ • ♦ ► ♦ ♦ T ♦ T r ♦ T � ♦ r ♦ ♦ r ♦ T . ♦ ♦ ►I T I T ♦ ► ♦ ♦ ♦ t ♦ ♦ ♦ ♦ r- ♦ r 7 • ♦ r w ♦ ♦ ♦ ♦ ♦ 7 T ♦ T ♦ ♦ ♦ 7 ♦ � ♦ • ♦ ♦ r r 7 ♦ ♦ T' ♦ ♦ • ♦ ♦ ♦ r T ♦ ♦ ♦ ♦ 7 ♦ ♦ T 7 • r ♦ ♦ T T ♦ • ♦ T • ♦ T ♦ ♦ 7 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ T T ♦ ♦ ♦ ♦ ♦ T ♦ ♦ T �. ' i � i ♦ ♦ r ♦ ♦ T ♦ r ♦ ♦ ► T ♦ ♦ ♦ T 7 ♦ ♦ ♦ ♦ ♦ • ♦ r r T T 7 ♦ T T 7 ♦ ♦ • ♦ ♦ ♦ ♦ � , � • ♦ r` ♦ ♦ ♦ ♦ ♦ ♦ 7 f ♦ ♦ ♦ 7 T T ♦ ► T T ♦ ♦ T ♦ ♦ ♦ ♦ • t ♦ r ♦ 7 ♦ ♦ 7 • ♦ t - T ♦ A ♦ ♦ 7 ♦ ♦ ♦ ♦ ♦ T ♦ r - ♦ ♦ ♦ • ♦ ♦ r ♦ ♦ ♦ T • r ♦ ♦ ♦ t ♦ ♦ ♦ ♦ r r ♦ ♦ ♦ • ♦ . ♦ T ♦ ♦ i r ♦ ♦ r ♦ ♦ i ♦ T ♦ ♦ ♦ r ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ r ♦ T • ♦ T r r ♦ t ♦ ♦ ♦ T ♦ � r ♦ ♦ --��,. T r ♦ • 7 ♦ r ♦ ♦ ♦ ♦ r T • ♦ T ♦ ♦ T ♦ ♦ 7 ♦ ♦ r r r r T ♦ ♦ ♦ •' • • y� ♦ ♦ ♦ ♦ r ♦ • ♦ ♦ r r . : • T r T T ♦ • • r ♦ ♦ ♦ • ♦ ♦ ♦ T r ♦ r T r r ♦ ♦ ♦ • ♦ r ♦ ♦ ♦ • r r • ♦ ♦ ♦ ♦ v ♦ t . . ♦ . r ':'h-ice^_ v. � - - ���II�l=Il�I•=IIh--11l�I�Il=�����=� -♦� -♦-'�� mill= ASPHALT SEALANT: 6 TO 12' EXTEND MIN, 6' ABOVE PER PLAN FLASHING SPEC'S. 6" HIGH DIVERTER FLASHING _—_ - GALV. 'L' FLASHING TYPICAL. — — — — - OLIFING FELT - — - - — - _.:-. DRIP EDGE — — — — ASCIA _F_(C. UEE 3F CORNER IDETA L, I= L,45#4ING IN5TALLATION I~ T.5. 53] NOTE. IF RETROFIT FILLED CELL OR UPLIFT STRAP CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION, EXISTIW-x U-BLOCK W/ 1 05 CONT. DRILL Ai'X5' MIN. HOLE SET SAR IN EPDXY CAP TO PREVENT LEA #Eaxd>' EMBEDDED INTO EXISTW.z U-51-CrK LINTEL FILL DELL FULL HEIGHT U1/ NON -SHRINK GROUT 1 'raX&' EMBEDDED INTO 'EXISTINCs FOOTING DRILL 3/41X5' MIN. HOLE %/SET BAR IN EPDXY EXISTING FOOTINCs RETRORT FILLED CELL DETAIL KTS 2-45X6' IN COP1C. FILLED CELL 4"t SAWCUT SECT 10N A sc ALs. -NTS 1 UPLIFT CAPACITI' _ 5% FOR I STRAP = IOW FOR 2 STRAPS 1-FLY PRE-EhiGINEEREO TRUSS SIMPSON HM9 STRAP ,... J . ,. , .... (4) SDS 1/4.xil 14'41/4' TITENS SEAM PRODUCT CONTROL NOTICE OF A GGEFTANGE MIAMI - D4DE GOIJNTI', FLORIDA MAUFA6TURER - C 5 ROOFINO PRODUGT5 COMPANY, ING. 1VR00UGT AGCEPTANGF # EXPIRATION DATE: FIRFHALT 2000 01-0505.03 06 t 14 / 2006 FIREHALT 2000 AR 01-0505.03 06 / I4 / 2006 LANDMARK 30 0I-0505.03 06 / 14 / 2006 LANDMARK 30 AR 0I-0505.03 06 / 14 / 2006 LANDMARK 40 01-0505.03 06 / 14 / 2006 LANDMARK 40 AR OI-0503.03 06 / 14 / 2006 MAIL. SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 8/8' MIN HEADS. 6 PER SHINGLE. MQ�aEd9� rr�lP � �4 bra vz Cif 5HIN L.E 1D TAIL N.T.5, .5AMUEL A_ GPEEN5ERG, RE. 3424E ❑ THUY H. HUYNH, 1~'.E. $60122 D IRWIN J, 5ENSON, RE. 0449-158 0 AL I A55,45 H,4KIM, F E. *5roi86 TO THE 5EST OF THE ENGINEER'S KNOWLEDGE AND BELIEF~ THE ST,tGTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION)_ THIS DRAWING AND DESIGN 16 VALID FOR 12 MONT446 AFTER THE DATE IT IS SIGNED AND SEALED, SIGNED AND SEALED FOR THE STRUCTURAL. PORTION Cr- THIS DRAWINGS ONLY. ��♦ UNACCEFTAE3LE IN5TALLTION DO NOT DO TI415 #5 RRBAR (TYP,),,, ,,V# O 90- HOOK (TYR) t ,BIT ® II49*1 ±2 NOFIRST COURSE BOO FILLED CELL INSTALLATION NOTE: EXTEND SHEATHING TO BOTTOM B.U.C. OF BEAM OR GIRDER SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2' NAILS TO STUD 2 04 PANEL BLOCKING 4 48" O/C 2ND FLOOR FRAMING - SEE FOR THE FIRST 8'-0" OF END WALL DECKING SECTION J/S4 & 7-10d x 1 1/2" TO BAND JOIST t EA. STU 12 PRE ENGINEERED WOOD TRUSS ®24" O.C. MAX. FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS PROVIDE A MIN. OF 1 3-16d SIMPSON LSTA24 STRAP W/ 7-1Od x 1 1/2' MAILS TO STUD HURRICANE ANCHOR � EACH TRUSS BOX NAILS 0 1 1/2- O.C. dt 7-1Od x 1 1/2' TO BAND JOIST EA. 5TU 2nd FLOOR WALL BAND JOIST 2"x BOT. PLATE ROOF COVERING W 2} i0d 6" O.G 15 LB ROOFING FELT UNDER 90 LB FELT HOT SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2' NAILS TO (MAX) ABOVE FLOOR SYSTEM / ! - STUD & 7-10d x 1 1/2" TO BAND JOIST 0 EA. STUD FLOOR SYSTEM 2nd FLOOR WALL MOP (TILE} 15 LB ROOFING FELT (SHINGLES) R19 INSUL MIN. ----FLOOR JOISTS - SEE FRAMING PLAN 1/2" CDX PLYWOOD OR 7/16" O.S.B. SIMPSON HETA20 ® 24" O.C. W/ 10-10d W)(T; • X 1 1/2" NAILS INTO BLOCKING JOIST & „ (2j Ind t� 6" O.C. 4" EMBEDMENT IN CONC. PROVIDE CONTINUOUS BEAM/GIRDER 4 "F 2"x4 CROSS BRACE 48 O C FOR BLOCKING FROM B.U.C. i SIMPSON MSTC40 1/a" HIGH STRENGTH OR i/z' GYP WB--�"'DRIP EDGE THE 1ST a'-o" of END WALL Wf (2) To MAsoNRY BELOW I SIMPSON A35 A 24 O.C. 5/8" GYP WB W/ 1 3/8' " 10dx3 0 EA. END INTO 2x4 BLOCKING DRYWALL NAILS OR DOUBLE x S.P.F. TOP PL 2ATE ASCIA BOARD 1st FLOOR WALL -- ---� DRYWALL SCREWS 7" 0/C SIMPSON SP2 0 EA. STU OOR TRUSS/JOIST NOTE EXTEND SHEATHING TO BOTTOM CEILING & 8" 0/C WALLS R11 INSUL. MIN PROVIDE A MIN. OF ' SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2" NAILS TO OF BAND JOIST (1) ROW OF 2x BLOCKING 0 MID HGi 1/2" MIN. PLYWOOD SHEATHING NAILED 2ND FLOOR FRAi, E CONNECTION. 7 1/4"x 1 3/4' TAPCONS Y FOR WALL HGT. S 8'-6". (2) ROWS OF 2x 6, O.C. dCOMMON NAILS O C.O FIELD. 3/ !� 3" O.C. {MAX) ®MASONRY WALL I 'I0 & I--1 x '1 1/2" TO BAND JOIST 0 EA. STUD BLOCKING 0 3rd PTS FOR WALL HGT. > 8'-6"■ _ - ° PARALLEL TO MASONRY WALL SCALE. 4 - i � �.�. MASONRY WALL 16' O.C. 2X S.P.F. STUD APPLY7/8" STUCCO FINISH PER ASTM C. 926 SI�'`�F ON M5Tc 4O 21\I FIRS2 1 LAYERS 8"T HICK E�i4C�NNE3�RD7tA8YER OVER METAL THICK. LATH. CONNECTION IDETAIL � FLOOR �I�Ar�� CONNECTION � 2ND FLOOR FRAME CONNECTION -t� wI tom! 3/4" PLYWOOD DECKING GLUED SIMPSON LSTA24 STRAP W/ 7-IN x 1 1/2" NAILS TO (ALT. TO H € Ti& CONNECTION) $GALE: N.T.S. WOOD ) ST SCALE: 1�1.T S. AND NAILED W/ 8d COMMON 0 2"x BOT. PI..ATE STUD & 7-10d x 1 1 /2" TO BAND JOIST 0 EA. STUD SCALE.°=1' 5 6" O/C EDGES AND 12" O.C. FIELD W/ (2) 10d � 6" O.C. REFER TO DETAIL (SEE PLAN FOR SIZE) J/54 FOR ADDITIONAL INFO REFER TO DETAIL J/S4 FOR ADDITIONAL INFO 2x BAND JOIST NOTE: SIMPSON HTT16 CONNECTOR SEE DETAIL J/S4 FOR WOOD 'I' JOIST, PRE-ENGINEERED O FLOOR TRUSSES OR CONVENTIONALLY LAP SHEATHING TO BOTTOM OF (SEE PLAN FOR SIZE) WALL STRAPPING V. 2x STUDS 0 16" O.C. FRAMED FI_ooR SYSTEM S 4 ETAL SEAT PLATE BAND JOIST TYPICAL 2"x BOT. PLATE SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2" NAILS TOFLOOR SYSTEM W/ (2) 10d g s' O.C. STUB & 7-10d x 1 1/2" TO BAND JOIST 0 FA S.P.F. (16' O.C.) .. " " 1/2" GYP wB SIMPSON HETA20 0 24" O.C. W/ 10-10d ALLXBBLOCKING E p UIPGCUNDER u NS ' B d' . 9 � cP E STUDS 2 x BOT. PLATE _2"x BLOCKING BETWEEN JOISTS 1/2 HIGH STRENGTH OR �'~ - X 1 1/2- NAILS IN BAND JOIST & MIN. 4 W/ (2) 10d ®6" O.C. _'SiMPSON LSTA24 STRAP W/ 7-10d x 1 1/2" NAILS TO W/ (4) t6d INTO BAND JST. 5/8" GYP WB W/ 1 3/8" R4.2 MIN. EMBEDMENT IN CONG STUD & 7-10d x 1 1/2' TO BAND JOIST 0 EA. STUD COMPOSITE "I" JOIST {}R CONV. FRAMING DRYWALL NAILS OR INSUL ON EXT. ETAL SEAT PLATE BLOCK WALLS DRYWALL SCREWS 7" 0 C 8"x8"X16" CONC. KNOCKOUT BLK. 5/8"0 ANCHOR BOLT THRU FLOOR k SYSTEM INTO BELOW L L _: (1 SIMPSON STHD14RJ / W/1#�5 ROD CONT. FILLED SOLID W/GROUT VMIN-ND BEAM TO CRIPPLE SINK STUDS Wj 2X6 RIBBONS, EACH W/ 4-16d ---- CEILING & 8" O/C WALLS STD. 90' HOOK 00 AILS INTO EA. FLOOR TRUSS — - -- (SEE DETAIL) o SIMPSON HETA20 ® 24" U.C. W/ 10-10d X 1 1/2' NAILS IN BAND JOIST & MIN. 4" ARCHITECTURAL o„EMBEDMENTIN CONC, ®p PROVIDE SOLID BLOCKING FINISH CI as BETWEEN FLOOR SYSTEM. -'—SIMPSON HETA20 24 O.C. W/ 10-1 Od 1 x Vt� FURRING (1 } SIMPSON HETA20 24" O.C. D FLOOR DECK X 1 1/2" NAILS INTO BLOCKING JOIST &MIN. 4" " +� „ 16" O.C. W/ 1U--1I�d X 1 1/2" NAILS EMBEDMENT IN CONC. $ x$ X16 CONC. KNOCKOUT BLK. (1) #5 VERT. IN FILL CELLS INTO BAND BEAM AND 4" MIN. PRE-ENGINEERED FL TRUSSES *I W/1#5 ROD CONT. FILLED SOLID W/GROUT BASEBOARD EMBED INTO CONCRETE FLOOR JOIST STD. 90' HOOK {SEE FOUNDATION PLAN &NOTES) (SEE DETAIL) NOTE MIN. 2500 PSI CONSLAB FIRST FLOOR BLOCK WALL 0 IF FLOOR JOISTS INTERFERE WITH THE PATH C " " OF LSTA24 STRAP, BUILD OUT THE STUD WI 4 x4 INSPECTION PORT AT 2x4x24' ATTACHW/ (6) 16d NAILS UNTIL 6x6 W1.4xW1.4 WWF EACH FILL CELL TYPICAL - ul E STRAP CAN CONTINUE UNIMPEDED TU BLOCKING OR FIBERMESH 5lMf=50N HTTI& CONNECTOR BLOCKING `k< * f tEE T '�I � DOi�' S'C'�.�' _ STRAP FOR LTEfRN,4TE I=LOOF, CONNEc i lON BELOW. \ ALTERNATE FLOOR CONNECTION ION SCALE-_ _ ® MASONRY 1ST PLR. SCALE: 3%' = I'-P�'�J' cl}, 3 - A iriNISN R4DE - �� - cj ��. 0 MASONRY 1 ST FLR. SCALE: % — i —0� \ \/\/\ A\ z(1 cIJNT. ca ' WALL AL BLOCK . NOT "�\��� E: 1/2 MIN. PLYWOOD SHEATHING NAILED LAP SHEATHING TO BOTTOM OF 2x STUDS @ 16' O.C. W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 3 5 REBAR '/��\/�/�/�� STD. 90' HOOK BAND JOIST TYPICAL 6 O/C EDGES, AND 12' O/C FIELD. ON 3„ CHAIR g (SEE DETAIL) (2) 2x TOP PLATES CAPACITY TRUS ALTERNATE L/ 4 DETAIL L STUD & -10d STRAP W/ 7-10d x 1 1/2' NAILS TO W 3 MIN. CLEARANCE 4 1 -g - SHINGLE ROOF- TRUSS SPAN 30' MAX UPLIFT = 3575# (SPF} ` . (2} Rows of 2x BLOCKING / ADD 1 2x4 STUD 0 EA. TRUSS BRG. STUD & 7-10d x 1 1/2" TO BAND JOIST g F.A. S1U0 ®THIRD POINTS "AND UPLIFT = 416f} GYP 1/2"� x 8' "J' BOLT � 24' 0/C � }54 � � ) W/ 2) PLATE W/ 2"OX 3/16' PLATE WASHER TYPICAL 2X STUDS 0 16' O/C FOR 30' < TRUSS SPAN < 40' JOIST W/ (2) 10d 6" O.C. 2}-(2x6 BLOCKING BETWEEN TRUSSES NOTE: (2) 2x4 STUDS FOR 40' < TRUSS SPAN < 47' STRAP W/ (4) 16d INTO RIBBON HILTf 1/2"0 KWlK BOLT IIalkluld W/ 8" MIN. EMBEDMENT MAY 7/8" 3 LAY FINISH PER THICKNESS NC. 926 2 y,' ( j�j PRE-ENGINEERED WOOD TRUSS BE USED IN LIEU OF ANCHOR APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" 2 '"T0 I Wi-.Lc ®� `� J - TILE ROOF- TRUSS SPAN 25' MAX (2)-2X6 RIBBONS, EACH W/ 4-16d BOLTS. OVER METAL LATH. FIRST 2 LAYERS 3j8" THICK ADD (1) 2x4 STUD 0 EA. TRUSS BRG. ® 24"O/C MAX. NAILS INTO EA, FLOOR TRUSS EACH. 3RD LAYER 1/8' THICK. FOR 2' < TRUSS SPAN < 32' DETAIL 6x6 W1.4xW1.4 WWF O SIMPSON SP1 EA. STUD SCALE: i /2 -1 -0 (2) 2x4 STUDS FOR 32' < TRUSS SPAN < 39' I . _ t ° .54 HURRICANE ANCHOR PER OR FIBERMESH UPLIFT SCHEDULE 2X P.T, PLATE SIMPSON HETA20 0 24' O.C. W/ 10-10d X 1 1/2" NAILS INTO BLOCKING JOIST & MIN. 4" _ z NIXED I�. .I EMBEDMENT IN CONC. GRADE TRUSSES NOTE: 6 MIL VAPOR BARRIER I (1) SIMPSON LSTA12 0 24" O/C STAGGERED (TYP.) DBL. S.P.F. TOP PLATE IF FLOOR JOISTS INTERFERE WITH THE PATH /\�/ o , \� OF LSTA24 STRAP, BUILD OUT THE STUD W/ CLEAN POISONED AND COMP. FORD RE4UIR CONNECTION 2x4x24" ATTACHED W/ (6) 16d NAILS UNTIL > �_ FLOOR LAN NOTES SIMPSON'-2 1/2" MIN. PLYWOOD SHEATHING MAILED BELOW. PER ASTM D1557) STRAP CAN CONTINUE UNIMPEDED TO BLOCKING SOIL {95% o N 2-ROWS 16d NAILS STAGGERED ® PACER BLOCKS SPACER BLOCKS W/Sd COMMON NAILS 0 557} PROCTOR B. .. D, : 16" O/C EACH FACE OR 3-ROWS 4" 0/C BOUNDARIES, 6" 0/G -}- 16d NAILS STAGGERED @ 16" O/C AL TE3 NA i FLOOR CONNECTION STD. 90' HOOK „ 1 (3) #5 CONT. 16d NAILS FOR 2"x10" OR GREATER HEADER EDGES, & 12" O/C FIELD. PROVIDE 2x4 G NOTE: 20 16" O/C TYP. 2x S.P.F. STUDS 0 16" 0/C BLOCKING ® ALL PLYWOOD SEAMS. SEE WALL SECTION EACH PLY �� K/S4 FOR ADDITIONAL 7/8" STUCCO FINISH PER ASTMC. 926 @ MASONRY 1ST FLR. SCALE: 3141=v_0■ APPLY 3 LAYERS W/ TOTAL THICKNESS 7j8' OVER METAL LATH. FIRST 2 LAYERS 3/8' THICK INFORMATION ALTERNATE FOOTING C� " EACH. 3RD LAYER 1/8 THICK. OUBLE HEADER W/ 1/2" SIMPSON SP-1 2 ROWS 1/2" DIA. ANCHOR 0 WOOD 1ST FLR. SCALE: 3/4'=1'-0' FLITCH PLATE BOLTS STAGGERED 0 24" O/C NOTE: FILL ALL CELLS BELOW GRADE WHEN 2x CRIPPLE STUD S 2"x8p P.T. PLATE REQUIRED FASTENED TO (SEE PLAN FOR #ML 8"x8"x16' K.O. BLOCK IN/ (1) IS GREATER THAN 24" BUT LESS THAN OF CRIPPLE STUD HEADER W/ (2) 16d 0 16- O/C CONT. ALL SOLID WITH GROUT NOTE: 40' ABOVE GRADE SEE TYPICAL WALL SECTION C/S1 SEE SHEATHING SPECS ON FLOOR UNLESS NOTED OTHERWISE NOTE: FOR ADDITIONAL INFORMATION 2x4 STUDS TYP. n T u CORNER SEE TYPICAL WALL SECTION 8"CONC. BLK. J/S4 FOR ADDITIONAL T�'PIC,4 TAIL GOIr?NI� 1r7TAl�S N (1} ROW OF 2x BLOCKING � MID HGT. u Is INFORMATION TYPE "S" MORTAR FOR WALL HGT. S $'-6". {2) ROWS OF 2x "'SCALE= ASONRY WALL DESIGN AS CANTILEVER BLOCKING 0 3rd PTS FOR WALL 140T. > 8'-6 ( ) 64 (1) #S VERT. IN FILL, CELLS (SEE FOUNDATION PLAN & NOTES) 1/2"0 x 8" 'J" BOLT 0 24" O.C. ALL. 2 —5T0R"r WALL 5ECT ION W/ 2"Ox 3/16" PLATE WASHER TYPICAL 00 P.T. BOT. PLATE 3/ ■ _ z 4"x4" INSPECTION PORT AT SIMPSON SP1 ®EA. STUD Opp O,Q SCALE: -1-� . , CONC SLAB EACH FILL CELL TYPICAL N�NG FLOOR TRUSS/BEAM REFER TO J/Sh FOR ADDITIONAL INFORMATION 6x6 W1.4xW1.4 WWF 2 x STUDS 16" O.C. OR FIBERMESH < 2X P.T. PLATE 6x6 W1.4xW1.4 WWF rl OR FIBERMESH � _ _ ❑ S�4MUEL A. CREIN$EI, PE. 034245 REVISED 08-15-03 CIri'® PaAa GRADE d n. � p - - —D L._i THU'r- 14. HU'11NH, P.E. 060122 AoCREATED 01--02-02 P.O. MOx 34" - APOLLO SEAC44 - f--L0A - 3 612 6 MIL VAPOR BARRIER \\�\\�\/\ \�\ :- -C,4 -Q �\ SEE PLAN FOR REQUIRED CONNECTOR {-� ( * E - (8i�) 0166 FAX - ( ) I • . • ' �� �� L J 1II\i J. '3 $01+1, i;'. �3�f�s8 120 MPH ES 45,10 C T DRAWINGS AND IDS ARE THE ANT PROPERTY OF nANSc� EMNc, p.A. AND THE@ - fJ ON INIS PROJECT. ANY ROWUCM OR UNAUDIORU D USE IS PRMUT». - 2m3 CLEAN POISONED AND COMP. _ \\\ \ \ /\ /\ ❑ ALI A55AS HAKIM, F.E. 456186 3 SEC. GUST 1cluZ SOIL. (95% MODIFIED PROCTOR N �\ ��\ ��� (3) #5 CONT. ON 3" CHAIR TO THE BEST OF T-iE M4GINIMR S KNOWLMXE AND 5ELIEF, THE PER ASTM D1557) r LOAD 5EA� ING/EXTERIOR RAT` E s� PLAI�Is AND S1�cFLCATroNs COMPLY tUITI-I THE SE,4i. � ENNAR 0M S STD. 90' HOOK (3) ;I5 CONT. ON 3" CHAIR 8" 1'_$" $„ w/ 3- MIN. CIFARANCE,��...--�,�' ITAII (SEE DETAIL} 20" W/ 3" MIN. CLEARANCE �"� FLORIDA f3UlLDIN3 CODE, SECTION 19,06 FOR 120 MP14 3 SECOND �� � .v. GUST, EkPOs S3 WIND ZONE (2001 EDITION). tAt"i+�i4 .i�llid�il �+t 4LTERNATE FOOTING INTERIOR 2—&TOi,� FRAME 6ECTION. H SCALE: NT.S. 5� n4is DRAt1INCs AND DESIGN IS VAi_.ID i=OR 12 MoI�iTws AFTER THE 0ATE t/21f�2 N:/BLOCKS/STD 2001 DATE IT IS SIGNED AND SEALED. SCALE: i'-0' 54 SIGNED AND SEALED FOR T14E STRUCTURAL. PORTION OF TwlS i't"fi"'�C,1-�11.. 2 —STORY SECTIONSDETAILS SCALE. 3�4"=V-0' 4 D61NEINCs ONLY., -__F I _.T_.., rr - mr.-Ii-F -F.Ir.JT 1! ,-.11 _-AUITEF1 :-; I -I I'T�.li kT__ P.I I I I- - - r� T l r -- - �- -- - -_Ffl If CL CL. REFER TO SECTION 11A ON SHEET SCISSOR TRUSS S3.1 FOR X—BRACING, AND TOP CHORD BLOCKING INFORMATION REFER TO SECTION 1A ON SHEET S5 FOR X—BRACING, AND TOP SCISSOR TRUSS 2 CHORD BLOCKING INFORMATION 2" x 4" RAT RUN BRACING (0000� 24" O.C. ON TOP OF BOTTOM --'fRtJSS CHORD FOR (4) TRUSS SPANS 1/4" TO 1/2" GAP BETWEEN ATTACHED W/ 2-16d @ EACC TOP PLATE & TRUSS TRUSS JOINT 0 SIMPSON A44 W/ 8— 2" x 4" BLOCKING END NAILED 1 Od @ 48" O.C. W/ 2-16d © 24" O.C. (MAX.) WOOD FRAME EXT. WALL 2" x 4" BLOCKINOGTURNED FLAT) NAILED TO TP PLATE SIMPSON SP2 @W1 5-1 Od NAILS EVERY OTHER STUD Tc SIMPSON A44 W/ 8— 1/2" NOMINAL PLYWOOD OR 10d (5) EACH TRUSS O.S.B. NAILED W/ 8d NAILS 0 \—WOOD FRAME EXT, WALL -----WOOD FRAME EXT. WALL 4" O.C. BOUNDARIES, 6" O.C. EDGES, & 12" O.C. FIELD SIMPSON SP2 @ SIMPSON SP2 @ 2x8 STUDS AT 16" O.C. EVERY OTHER STUD 1/4" TO 1/2" GAP BETWEEN EVERY OTHER STUD TOP PLATE & TRUSS SIMPSON SP1 @ 2x8 STUDS AT 16" O.C. EVERY OTHER STUD NOMINAL PLYWOOD OR -1 rr N C) 4 O.S.B. NAILED Wl 8d NAILS @ K.O. BLOCK W/ (1) 1/2" NOMINAL PLYWOOD OR Cl> 4" O.C. BOUNDARIES, 6" O.C, NAILED W/ 8d NAILS @5 CONT. & FILLED 4" O.C.00Lo EDGES, & 12" O.C. FIELD EDGES, BOUNDARIES, 6" O.C. 2x8 STUDS AT 16" O.C. & 12" O.C. FIELD SIMPSON SP1 @ 14 EVERY OTHER STUD SIMPSON SP1 @ 1/2" DIA. x 8" "J" BOLT @ EVERY OTHER STUD 48" O.C. W/ 2" DIA. x 3/16" K.O. BLOCK W/ (1) PLATE WASHER (TYPICAL) #5 CONT. & FILLED K.O. BLOCK W/ (1) #5 CONT. & FILLED 1 x 2" P.T. FURRING STRIP MASONRY WALL (DESIGNED AS CANTILEVERED) 1/27' DIA. x 8" "J" BOLT (9 1/2" DIA. x 8" "J" BOLT @ MASONRY WALL (DESIGNED AS CANTILEVERED) 48" O.C. W1 2" DIA. x 3/16" 48" O.C. W/ 2" DIA. x 3/16" PLATE WASHER (TYPICAL) PLATE WASHER (TYPICAL) 1 x 2" P.T. FURRING STRIP 1 x 2" P.T. FURRING STRIP NON-5EAiRINCz EXT. <NEE-LUALL/'j5 MASONRY WALL (DESIGNED AS CANTILEVERED) 3/4' z I'-o' 5j NON-5EARING EXT. <NEE -WALL SCALE. 3/4' = 1'-0' .NON-51HARING EXT. <NEE -WALL SCALE: 3/4" m 1'-0' REFER TO SECTION 1A ON SHEET S3.1 FOR X—BRACING, AND TOP SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS CHORD BLOCKING INFORMATION SIMPSON HIO OR EQUAL 2x4 OUTLOOKER @ 24" O.C. @ EA. OUTLOOKER WOOD TRUSSES 4L SIMPSON A34 CONNECTOR 2x4 PAT RUN BRACING AT 24 " o W/4-8d x 1 1\2" INTO BLOCKING O.C. ON TOP OFBOTT. CHORD FOR 4 TOP CORD BLOCKING FOR FIRST FOUR ROWS --/ 24' MAX & (2) 3/16"xl 3/4" TAPCONS INTO TRUSS SPANS ATTACHED WOOD TRUSSES OF TRUSSES @ EDGES OF SHEATHING TYPICAL PRECAST (NOTE: MAINTAIN MIN. W/ — 16d AT EA. TRUSS 8d @ 6"0/C 2 x 4 CROSS BRACE TOENAIL W/ (2) 16d NAILS 2 x 4 "T" ON FOP OF PANEL 1 7/8" EDGE DIST. ON PRECAST) T_ JOINT2 2 x 4 BLOCKING W/(2) 10d TOE AT RIDGE FASTENED BLOCKING, FASTEN WITH I 1/2" COX PLYWOOD OR 7/16" OSB NAILS @ EACH END @ 24" O/C (TYP) AT EACH JOINT W/ I Od x 3" @ 4" O/C SHEATHING ATTACHED W/ I Od NAILS 0 6" O.C. 2x4 BLOCKING © 24" O/C " (2) 10d x 3EDGES AND 12" O.C. FIELD W/ 2 — 16d TOENAILS @ EA. END BRACING @ EACH CONN. 1 Od * 24' 3" O/C 1\2" HIGH STRENGTH OR 5/8" GYP. MASONRY WALL GABLE TRUSS W/(3) WB W/ 1 3/8" DRYWALL NAILS OR x CEILING "'--ARCHITECTURAL FINISH n RIDGE 1" BRACE TO EXTEND AT LEAST 8" O/C WALLS x 2 x 6 P.T. 90% OF WEB LENGTH (SEE TABLE BELOW) INTERIOR HIP VAULT; SILL 2 x 4 @ 24" O.C. 2 x 4 PANEL BLOCKING 48" O.C. k6:12 SLOPE CENTER I —2 x 4 NON—STRUCTURAL ATTACHED W/ (2) 16d TOENAILS AND 3:12 SLOPE SLIDES, I EXT, WALL CONK. w N FRAME KNEEWALL x NON - LOAD 5EARING LOCATION --TO BOTTOM CHORD. 1 Od x 3" @ 3" O/C THROUGH 2 x 4 P.T.P.T, REEFER TO t)ETAIL A/51 FOR MORE INFO_ 'A CHORD INTO 2" x 6" P.T. PLATE SCALE: 3/4' = I'-_0 SIMPSON A34 W/4-8d x 1 1/2" INTO MOISTURE BARRIER BLOCKING & (2) 3/16" DIA. x 1 3/4" TAPCONS-_ BOND BEAM INTO BOND BEAM.(l 7/8" -"---MASONRY WALL EDGE DIST MIN.) 4.2R INSULATION LATERAL CAPACITY (157 PLF) -=45--65- Q EXT, WALL CONN. e ALT. NON - LOAD 5EARING LOCATION V 15RACING REQUIREMENTS STUD SPACING L" NO BRACE (1) 1" 2"x4" BRACE (2) 2%4" V BRACE (2) 2"x6" 1" BRACE 16" Co" 4t-5" 41-5" — 81-0- 8t-0" — 12)-0" 12'-0" — 16'-0" 24" C-0" 4`-0117t 4t-0" 0'-0" 1 10'-0" — 14'-0" SCISSOR GABLE - (2) 2 7) x8" (1) 2"x8 )) #2 FULL HEIGHT S.P.F. @ EACH VERTICAL AND @ DIAPHRAGM BLOCKING 5/8" OR 1/2" CEILING DENSEPLACE SHEATHING GYPSUM WALL BOARD FASTENED FLUSH W/ MASONRY. WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING 6AMUEL A- r F SREEN13EFG, r->r=. *34245 WITH ASTM C1002 FOR FIRST 8'-0" MOISTURE BARRIER. THUY H. HUYNH, f=E. %0122 FROM END WALL @ 4" O/C TYPICAL USP LTPA @ 48" O/C (TYP.) IPW(N J. 15ENSON, P.E. #4cj-15i5 1/2" DIA. BOLT @ 24" O.C. 0 ALI A55A5 HAKIM, FZ56156 MINIMUM 6" FROM PLATE SPLICES W1 3/16" x 2" DIA, PLATE WASHER REFER TO Z)ET,41L A/81 FOR MORE INFO, NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, Ao CREATED 01-02-02 ENGINEERIN(3, FA, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. `P�o. 150)< 3400O SEA r.,W - FLORMA - 335-112 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH F44ONE - (813) 645 0166 FAX - (813) 646 S6W 120 MPH m4sup @THESE DRAWNGS. AND DESIGNS ARE THE JOiNT PROPERTY OF DANSW ENCANEERING. P.A. AND z�l GAeLE END LDETAIL AT VAULT CUENT ON THIS PROJECT, ANY REPRODUCTION OR UNALITHOR121D USE IS PNOMBITED, - 2003 10dx,3" NAILS @ 4" O/C. 3 SEC. GUST SCALE: NT,5. TO THE BEST OF THE EWSHEER'S icNOWLEDGE AND BELIEF, THE STftCTURAL PLANS AND SPECIFICATIONS C01',rLY WITH The FLORIDA BUILDING CODE, SECTION lroo6 FOR120 MPH -3 r5ECOND SEAL LENNAR HOMES GUST, EXPOSURE '5' WIND ZONE (2WI EDITION). SCALE DRALN Eav_ TW15 DRAUJM AND DESIGN IS VALID FOR 12 MONT146 AFTER THE TAMPA 01viSION DATE IT 15 SIGNED AND SEALED. DATE ,T: N. /BLOCKS/ST;,l 2001 SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. FRAMING CONNECTIONS EXT_ WALLS DE J05 NO - 5021 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING 2x4 OUTLOOKER 0 24" O.C. SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS 2x4 OUTLOOKER ® 24" O.C. F. ® TOP CORD BLOCKING FOR FIRST FOUR ROWS J 45' OF TRUSSES O EDGES OF SHEATHING TYPICAL TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' f i I SiMPSON H10 OR EQUAL OF TRUSSES 1`I EDGES OF SHEATHING TYPICAL I 2x4 CROSS BRACE I ® EA. CUTLOOKER SIMPSON H10 OR EQUAL 0 48" O.0 ® EACH JOINT I 4"MAXI � s EA. TLOOKER W/(2) 1Odx3" I " SEE STRUCTURAL NOTES AND NAILING 2x4 CROSS BRACE iL4" MAX L" BRACE TO EXTEND AT LEAST SCHEDULE FOR SHEATHING DETAIL ( 90% OF WEB IfNGTH (SEE TABLE ON SHEET TOENAIL W/ (2) 16d NAILS ® 48" O.0 0 EACH JOINT }( 2x4 OUTLOOKER � 24" O.C. W/(2) tOdx3" I "L" BRACE TO EXTEND AT LEAST 53) ATTACHED W/ 10d NAILS 04" O.C. S3) ' T ACHED Wj Od9070 OF WEB LENGTH SNAILS ® 4- O.C.EE TABLE ON 1 1 VERTICAL WEBS GABLE END , ARE 0 16" O.G. • I VERTICAL WEBS 0 GABLE END �i 1/2" CDX PLYWOOD OR 7/16" OSB TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' t I ARE ® 16" O.C. 2x4 PANEL BLOCKING 0 48" O.C. I /'- SHEATHING ATTACHED W/ 10d NAILS 0 6` O.C. ' OF TRUSSES 0 EDGES OF SHEATHING TYPICAL i /2" CDX PLYWOOD OR 7/16" OSB FOR THE FIRST 8'---0" OF END WALL I EDGES AND 129 O.C. FIELD 0EA.SIMPSON H1 O OR EQUAL I -SHEATHING ATTACHED W/ 10d NAILS 0 6 O.C. FROM EA. END TYP. BOTTOM CORD I ( EA OUTLOOKER 2x4 PANEL BLOCKING ®48" O.C. ATTACHED W/ (2) 16--d TOENAILS I 2) 16d. ONE ON EACH SIDE OF "T' BLOCKING 2x4 CROSS BRACE EDGES AND 12" O.C. FIELD DBL. 2X4 HEADER �' 48" O.0 ®EACH ��I�a� _._ ,_ I FOR THE FIRST $'-0" OF END WALL . JAI FROM EA. END TYP. BOTTOM CORD 2) 16d, (NdE ON EACH SIDE OF -r BLOCKING • w/(2) 10dx3" I q ` MAX. ATTACHED w/ (2) 16-d TOENAILS } 2) 16d I "L" BRACE TO EXTEND AT LEAST DBL. 2X4 HEADER 90% OF WEB LENGTH (SEE TABLE ON SHEET S3)� 2x4 "T" ON TOP OF PANEL SIMPSON H10 ' ATTACHED W/ 10d NAILS ® 4" O.C. I BLOCKING, FASTEN WITH OR EQUAL w I " 1Odx3" 0 4" O/C SIMPSON SP2 VERTICAL WEBS GABLE END 2x4 T" ON TOP OF PANEL SIMPSON H10 / OR EQUAL I " BLOCKING, FASTEN WITH SIMPSON DTC 016"O.C. W/(2) 8d ARE 16 O.C. OR EQUAL SIMPSON SP2 I x4 PA I dJ 10dx3" 0 4 O/C OR EQUAL " � I TO BOTTOM OF GABLE & (4) 8d INTO I SIMPSON DTC ®16 O.C. W/(2) 8d � PANEL BLOCKING 0 48" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB TO BOTTOM OF GA13LE & (4) 8d INTO 2X4 W/ {4) 10d 2 x 6 SILL PLATE FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 10d NAILS 0 6- O.C. 2x6 SILL PLATE AT EACH END FROM EA. END TYP. BOTTOM CORD EDGES AND 12' O.C. FIELD 2X4 W/ (4) 10d ATTACHED W/ (2) 16-d TOENAILS AT EACH END I (2) 16d, ONE ON EACI4 SIDE OF T' BLOCKING " 2x6 P.T. SILL PLATE .•�• C.J. SILICON�1/4' GAPG.J. SILICON 1/4 GAP . (2) 16d BL 2X4 HEADER W/ 1 /2" DIA. BOLT 0 48" 2x4 i ` C iV TOP (3F PANEL 2x6 P.T. SILL PLAT_ " KNOCK -OUT BLOCK W/ (1) #5 CONT. O.C. & 6" FROM PLATE KNOCK -OUT BLOCK W/ (1) #5 CONT. BLOCKING, FASTEN WITH SIMPSON HiO " W/ 1/2 DIA. BOLT ®48 2X4 SPF FRAME WALL SPLICES W/ 3/16" OR EQUAL • • SIMPSON DTC ®16 O.C. W/(2) 8d 2X4 SPF FRAME WALL .-. 1Odx3" 0 4" O/C TO BOTTOM OF GABLE & (4) 8d INTO O.C. & 6" FROM PLATE STUDS O 1C O.C. ONC. LINTEL W/ (1) #5 CONT. x 2 WASHER STUDS 0 16" O.G. CONK. LINTEL W/ (1) #5 CONT. SIMPSON SP2 SPLICES W/ 3/16" MAX. R OR EQUAL I 2 x 6 SILL PLATE MAX. U x 2" WASHER SIMPSON SP2 SIMPSON SP2 Z_ . .. * OR EQUAL OR EQUAL MANUFACTURED WINDOW W/ " I MANUFACTURED WINDOW W/ ( AT EACHW/ (4) DBL, 2X8 W/ 1/2" PLYWD. FLITCH PL W/ SIMPSON LSTA18 I I _._-----FRAME. SEE DET. B/$2 FOR DBL 2X8 Wj 1/2 PLYWD. FLITCH PL W/ 5tMPSON LSTA18 FRAME SEE DET B/S2 FOR lu - C.J. SILICON 1 /4" GAP (OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d HEADER & SILL DETAILS (OR EQUAL} W/ (7) 8d NAILS INTO STUDS AND (7) 8d HEADER & SILL DETAILS INTO DBL 2X8 ON EACH SIDE OF WINDOW 2X4 P.T. SPACER INTO DBL. 2X8 ON EACH SIDE OF WINDOW KNOCK -OUT BLOCK W/ (1) #5 CONT. I CONK. Sill �( 2X4 P.T. SPACER I I CONK. SILL 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW - I 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW OPENING 6}ING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN 2X4 SPF FRAME WALL (1) SIMPSON H3 OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN I I �I I " 2x6 P.T. SILL PLATE W/ 1/2" DIA. BOLT ® 48" STUDS 0 16" O.C. 2X4 TOP PL MAX. rs _MASONRY WALL (DESIGNED O.C. & 6" FROM PLATE I I ��,,,_,_MASONRY WALL (DESIGNED AS CANTILEVERED) E SPLICES W/ 3j16" 2X8 P.L W 2 ROWS OF 3 16r*o — AS CANTILEVERED) 2X4 P.T. SPACER 1 MASONRY WALL {DESIGNED I I x 2" WASHER x2 1%4" TAPCONS 0 12. O.C. (MAX.) AS CANTILEVERED) SEE TYPICAL GABLE END BALLOON I RE -BAR BEYOND - SEE FILL CELL RE -BAR BEYOND - SEE FILL CELL {t) Row 2X BLOCKING 0 Q FRAME DETAIL FOR FRAMING DET- I I ON PLAN ON PLAN I MID -HEIGHT FOR WALL ' AILS BEYOND WINDOW (SEC. A/S6) 2X4 SPF FRAME WALLSTUDS 0 24' O.C. HEIGHT < 8'-6" AND (2) 2X4 P.T. W/ 1/2"0 "J" MAX. ROWS 0 1/3 PTS. FOR 2X4 P.T. W/ 1/2"0 "J" I (I BOLTS b 24" O.C. jU WALL HEIGHTS > W-6" BOLTS 0 24" O.C. 2X4 P.T. SPACER I I SIMPSON SP1 I 2X4 P.T. W/ 1 /2"0 -,r 3 OR EQUAL I ( 4 SEE SECTION A/S1 FOR TYPICAL BOLTS 0 24" Q.C. !I SEE SECTION A/S1 FOR TYPICAL SEE SECTION A/S1 FOR TYPICAL FOUNDATION AND BLOCK WALL FOUNDATION AND BLOCK WALL SEE SECTION A/S1 FOUNDATION AND BLOCK WALL I FOR SLAB DETS. DETAILS SEE SECTION A/S1 DETAILS SEE SECTION A/S1 iI DETAILS FOR SLAB DETS. I FOR SLAB DETS. a ti . 9 TYPIC,4L 4LTERNATE BALLOON FRAME GA 5L.E END 4LTERN4TE 8,4LLOON FRAt-lE GA5LE END OVER UJINDOUJ ALTERN,4TE 5,4LLOON FRAME 6 GABLE END OVER UUINDOW � NOT TO SCALE e.�ro NICHE WALL DESICGN NOT TO SCALE e.>�o FLUSH WALL DESIC:N NOT TO SCALE � 3 THIS DESIGN[ IS FOB? A MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THIS DESIGN IS FOR A MASONRY DOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THIS DESIGN IS FOR A MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THE DESIGN CALLS FOR A TRANSITION FROM MA60NRY TO WOOD CONSTRUCTION AT A BOND BEAM THAT THE DESIGN CALLS FOR A TRANSITION FROM 1" fA50NRY TO WOOD CONSTRUCTION AT A BOND BEAM THAT THE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM THAT #4A5 BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, HAS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE2001' HAS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, INCLUDINGTHE SPECIAL WIND PROVISIONSGIVEN IN SECTION 211-1. INCLUDING THE SPECIAL WIND PROVISIONS:OV#SIONS GIVEN IN SECTION 2111. INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 211'1. � THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE. ROOF (OR CEILING) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) D I APHRAGM. D IAPHRACM. DIAPHRAGM. ❑ S.4MUEL A. GREEN5ERG, P.E. #34245 THUY H. HUYNH, PE. %0122 ❑ IRUJIN J. 5ENSON, Pl:-. 04'�158 ALI AfBeAS HA<IM, F.E. S(oi TO TI-E BEST 01= THE EW-%INEER`S KNOWLEDGE AND BELIEF, T44E t STRUCTURAL PLANS AND SPEC1F1C4TI0N6 COMPLY w1TW THE FLORUDA SUILDINCx CODE, SECTION 1606 FOR 120 MpW 3 SE C"T, EXPOSURE '15' WIND ZONE (2WI EDITION)_ E TI4I6 DRAWIWo AND DESIGN 16 VALID FOR 12 MONTW6 APTER TI E DATE IT 16 SIGNED AND SEALED. C S€GNED AND SEALED 3=0R Ti+E sTR, =p-4L Pofzrm OF VIES CREATED 05-22-02 DRAwm ONLY. AN 6 EW31NEERING, Fes. 'p.0. WX 34W - APO"O MeACW - FLaA - 3 -12 ��yy q pt'i t'+�" - (813) 645 0166 PAX - (613) 645 2 K/ i f (DGIIENT Lei THIS P0JECT, ANY REPRUDIICTIDN PRdNAUTIITNEI ZM WE IS PRIk MITER � AND THE E 3 5E C. S..hU5 I a C SEAL LEMAR �4ME WALE NoMm TAMPA DIVt6i�t B.V, DATE 5/22/02 Ni/BLOCKS/STD 2001 MALLOON FRAMIWG DETAILS DE JOe NO. PM •- 5021 - - MODEL; 11 OR (25 GA_- STALL SKIN) MODEL: 120RW4 KIN) OPTIONAL DSB CLASS OR 1 /g ACRYLIC LITE AV+vI ® F (SEE SfiCTIgF,i B- (1) INTERMEDIATE STILE : E; t>y tv N, END STILES ATTACHED TO DOOR ATTACHED W/ TOG-L- LOC ({TOP & eoT) AND URETHANE ADHESIVE (ALONG CENTEtR1 SKIN WITH PATENTED TOG-L-LOC SYSTEM 25 GA. MIN. STEEL A TOP, BOTTOM & CENTER). SKIN COATED WITH G-60 0 I �. y I Y ` 1� LUUAI IVN• OPTIONAL I DDGR WIDTH- GALVANIZING, BAKED --ON PRIMER AND A BAKED ---ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. LOCK POSITION (BOTH SIDES) TWO POINT LOCKING O E " N 3 T ALL x A. V 2a G 50 KSI S MIN. U-BAR PER E DOOR S ECT10N_ ENO SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE R_OrK ON EACH SIDL OF DOOR. INSIDE S1U f:- BOLT 3" TALL U-BAR 0: 20 GA. GALV, STEEL p; 50 KSI MIN. Z' THICK �l T y6 GA. GALV, STEEL TOP ROLLER BRACKET. EACH ORAACKET ATTACHED W/(3) #i4Z/8" SHFFr SCREWS. -SHIP LAP JOINTS. Cj Lj x 14 GA. V- STEEL ` 0 END HINGE. EACH O a FASTENED TO END s1111EFS W 4 4x5 s^ 1 fi t � rr�. s CREWS 5 w.� m F c � Si x. TAPPING SC , REWS e,7 uJ a 3" TALL x 20 GA. GALV. � STEEL U-BAR. ONE U-BAR PER SECTION. EACH U-9AR ATTACHED 6 WITH TWO 1/4"x3/4" SELF TAPPING t2. SCREWS PFR SIRE LOCATION. O HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1-5/8" WOOD LAG SCREWS. TRACK CONFIGURATION DOOR HEIGHT "L" 6'-6' 70' 2" GALV. K AL .STEEL TRACK, 76 MIN. r s . so" 7 -0 RACK THICKNESS: O 7 -6 82 8 -O 88 TYP, 2-1/2"0 2 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). 14x5J8" SHEET METAL SCREWS LOCK OPTION 13 GA. GALV. STEEL BOTTOM BRACKET - NOTE 1 ATTACHED WMi TWO #14x5/5' ' O p b SHEET METAL SCREWS. � DOORS DOORS UP TO 7'-0" HIGH CONSIST fi1I= '�•) SECTIONS (.Si�10WN)). '• s"-•j '4�• OVER 7'-D" HIGH CONSIST OF 5 SECTIONS NOT- SH6WN ALUMINUM EXTRUSION FRAME WITH U.V. / x3/4" SELF {5 { J FRONT RA E TAPPING SCREWS-& VINYL WEATHERSTRIP. COATING ON OUTSIDE SURFACE 14 ,A ENO HINGES 18 GA. INIE-EM.E121ATE HING SECTION A -A (SIDE VIEW) V_..E -7-R7 VIEW. C rl VERTICAL JAMB AIUACHMENT (C-90 BLOCK OR I I 2,000 PSI MIN. CONCRETE COLUMN): SSB GLASS OR� OPTIONAL 10 SCREW 3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS 1 /8" ACRYLIC LITE WINDOW LITE STOP MOULDING BY DOOR INSTALLER (TO SUIT) (C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR MOLDED INSIDE 2x6 YELLOW PINE JAMB 20 GA. MIN. GALV. STEEL END STILE 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 LITE RETAINER SECTION B-B PSI MIN. CONCREtE)_ WASHERS INCLUDED WITH #Sx3/4" PAN HEAD SCREW 5LEEV R 1-1 RE 10 SCREWS PER LITE` E ANCHORS, 4" O.D. MIN. WASHERS REQUIR ED 20 GA. GALV. STEEL INTER. STILE WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK 12 GA. GALV. STEEL TRACK (BUT NOT REQUIRED) TO PROVIDE A FLUSH INTE BRACKETS FASTENED TO WOOD JAMB MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT SNAP LATCH ENGAGES STIL WITH ONE 5/16"0 -5/8" LAG SCREW TRANSFER LOAD. ONTO VERTICAL TRACK, ONE SNAP LATCH ON PER TRACK �R%tCdtLT. OOR. EACH SIDE OF D 1$ GA. GALV. STEEL CENTER HINGE INTER. STILE FASTENED TO INTER. STILES W/(4) OUTSIDE 14 GA. GALV. STEEL ROLLER HINGES OUTSIDE KEYED 2" GALV. STEEL TRACK FASTENED TO #14x5/8" SHEET METAL SCREWS. e HANDLE 12 GA, GALV, STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) HANDLE1�4TRACK ATTACHED TO EACH BRACKET 14x5/$ SHEET METAL SCREWS AND END WITH ONE 1/4"x5 8" BOLT & " % NUT 4 1 " 4 x3 4 l SELF Q ) / / TAPPING SCREWS PER END HINGE. STILE END STILE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR, OR TWO 1/4 DIA_ RIVETS. OUTSIDE KEYED LOCK INSIDE HANDLE � QCK BAR LOCK1N�f 2„ DIA. SHORT STEM, 10 BALL STEEL ROLLER. JiAMB CONFIGURATION OU15Ip KEYED LOCK DESIGN LOADS: +25:0 P.S.F. & -32.0 P.S.F. PREPARATION OF JAMBS BY OTHERS. SECTION C-C SNAP LATCH LOCK OPTION TEST LOADS: +37.5 P3.F_ & -48.0 P.S.F. NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL HE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING, VFRT1 A AMB ATTA HC MENT (�W00➢ FRAME BUILDINGS) MAX. DOOR SIZE 9'0"W X 8'0'H 1/2 x3 LAG SCREWS ON 24 CENTERS, 1-1/4" O.D. MIN. WASHER REQUIRED, LAG SCREWS MAY BE COUNTERSUNK C, at1a�w Pma.t. Company H+ ftht. Ree "d. (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING me emngeme ds deiuelxe heren are the sole pmperiy SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. o t»o Copoy EuSOmg Produde camppany and may �a-i oe ,eprodumd in ary fam vn�Fwut its wrilta, Danmsaw". MODEL: 1 10RW4 (25 GA STEEL SKI MODEL: 120RW4 (24 GA STEEL SKIN (5) INTERMEDIATE STILES FOR 16' WIDE DOOR_ 20 GA, MIN. END STILES ATTACHED TO DOOR ATTACHED W/ TOG-L-LOC (TOP & BOT) SKIN WITH PATENTED TOG-L---LOC SYSTEM AND URETHANE ADHESIVE (ALONG CENTER) (TOP, BOTTOM & CENTER). OPTIONAL SSB GLASS OR �.---fir q 1 /8" ACRYLIC LITES AVAILABLE Ozrr, ccrr.n - .% � tl tI irrsww�.�s.w�•wr..i. C.i.�ii + ._ +rn.r��w. w r�rrrrrww+rrrr�w.wwr+��.+.rrrw.irwi www�wr.�.�or�� �i n 1 r _ r �' , �: !_��,, �_� � it -w-•- �..� ��� err• ..���. ■�,�.���. �w��l. ■�. I .. I. �. I1- )li NOTE 1:DOORS UP 0HCONSIST OF (4) SECTIONS )) DOORS OVER7' 0" HIGHCONSST OF (5) SECTIONS(NO OTSHOWN). 25 GA, MIN. STEEL SKIN COATED WITH G-40 MIN. GALVANIZING, BAKED -ON PRIMER, AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN, SHIP LAP JOINTS. 3" TALL U-BAR 20 GA. GALV. STEEL MIN. YEILD STRENGTH: 50 KSI 2" THICK INSIDE ELEVATIONs FRONT FRAME WITH U.V- COATING ON OUTSIDE SURFACE SSB GLASS OR--" MOLDED INSIDE - 1 /8" ACRYLIC LITE LITE RETAINER #8x3/4" PAN HEAD SCREW (10 SCREWS PER LITE) VIEW "B" - VIEW "C" LOCK POSITION 0 (BOTH SIDES) TWO POINT LOCKING 3' x 20 GA. U-BARS. U-BARS IN 2-1-2-1 PATTERN (LE-- TWO U-BARS ON BOTTOM SECTION, ONE U-BARS ON NEXT SECTION, ETC.) VERTICAL JAMB ATTACHMENT (G-'90 BLOCK OR e 2,000 PSI MIN CONCRETE COLU NZ 3/8"x4" SLEEVE ANCHOR BOLTS ON 20" CENTERS (C--90 BLOCK) OR 24" CENTERS (2,000 PSI MIN. CONCRETE) OR 1/4"x4" TAPCON SCREWS ON 16-3/4 CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED 2x6 YELLOW PINE JAMB WITH TAPCONS, ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT OPTIONAL 10 SCREW TRANSFER LOAD. WINDOW LITE 12 GA, GALV. STEEL TRACK SE `TlQN B- BRACKETS FASTENED TO WOOD JAMB !� INTER_ STILE 12 GA, GALV. STEEL TOP 0 ROLLER BRACKET_ EACH VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGSI BRACKET ATTACHED W/(4) e 1/2"x3" LAG SCREWS ON 18 CENTERS- 1-1/4" O.D. MN_ SHEET METAL OUTSIDE KEYED SCREWWASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK SCREW S.. HANDLE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD, 14 GA. GALV. STEEL END HINGE. EACH INSI FASTENED TO END OUTSIDE KEYED JOCK STILES W/(4) #14x5/8" SHEET METAL SCREWS SNAP LATCH LOCK OPTION & (4) 1/4"x3/4" SELF END SLIDE BOLT TAPPING SCREWS, STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE 3" TALL x 20 GA. GALV. STEEL U-BARS LOCK ON LATER. IN A 2-1-2-1 PAITERN (I.E. TWO U-BARS EACH CH SIDE OF DOOR. STILE ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED INSIDE SLIDE BOLT WITH 1/4"x3/4" SELF TAPPING SCREWS LOCK OPTION PER STILE LOCATION- OUTSIDE HANDLE I SECTION A -A (S1D_ E VIEW) I I R) -13 GA. GALV. STEEL BOTTOM BRACKET_ ATTACHED WITH (2) #144/8" SHEET METAL SCREWS, ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. HORIZONTAL TRACK SUPPORT BY OR INSTALLER (TO SUIT) 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16NI-5/8" WOOD LAG SCREWS. i--- TRACK CONFIGURATION w r DOOR o HEIGHT "L" n 6'-6" 70" " GALV, ELT 2 G L . STEEL RACK , 7 -0 76 11 MIN. TRACK THICKNESS: .060" 7 -6 g2 w S TYP. 2--1/2"x12 GA, GALV, STEEL TRACK BRACKET. z (FACTORY ATTACHED). 4 TRACK RACKETS PER SIDE 0 CHED . () B ( ) w n #14x5/8" SHEET METAL SCREWS 0 0 0 a 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES ld GA_(NTEEMEDIATE HINGE VI " " VIEW "C" - STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE 20 GA. GALV. STEEL INTER. STILE WITH ONE 5/16 x1-5/8 LAG SCREW SNAP LATCH ENGAGES PER TRACK BRACKET. ONTO VERTICAL TRACK. 7/16" I.D. ROUND PUSHNUT 18 GA. GALV, STEEL CENTER HINGE ONE SNAP LATCH ON FASTENER (ONE PER ROLLER) FASTENED TO INTER. STILES W/(4) EACH SIDE OF DOOR. #14x5/8" SHEET METAL SCREWS. 2" GALV. STEEL TRACK FASTENED TO 14 GA, GALV. STEEL ROLLER HINGES 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) TRACK ATTACHED TO EACH BRACKET 14x5/8" SHEET METAL SCREWS AND WITH ONE 1/4"x5/8" BOLT & NUT 4) 1/4 x3/4" SELF TAPPING SCREWS PER END HINGE. Q OR TWO 1/4" DIA. RIVETS_ END PREPARATION OF ,IAMBS BY OTHERS. STILE 2" DIA, SHORT STEM, 10 BALL STEEL ROLLER. IDLE JAMB CONFIGURATION wkel iiPR•7:C•3 NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS END SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF STILE RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON DESIGN LOADS: +24.0 PSF & -24.5 PSF THIS DRAWING. MAX_ DOOR SIZE; 16'0"W X 8'OH TEST LOADS: +36.0 PSF & -37,0 PSF MANUFACTURED / PURCHASED I SHEET SHEETS DRAWING NQ. RE LOCK BAR MANUFACTURED 1 1 101980 ENGAGES IN TRACK ON DES. BY CHECKED BY EACH SIDE DESCRIPTION OF DOOR. MWW MWW Clopoy Buildng Products Company Ail Rights Rsse,ved. The arrangements depicted herein are the sole property of tho Ctapoy Building Produefs Company and may not be reproduced in any form without its written permission. NU,iR 51N67LE HUNG LitINDON SGHEDULE TESTED E'ER AN51 /AMMtst/NMPA 101 /152 GALL 51ZE MANUFACTURER SERIES # M51,5N PRE55URE (P51-) DE510N 51.)GTION (FISF) IA25H (1/2 32514) CTOO +-I5.0 225H q00 +-15.0 _60.0 325H `400 EMP IA3 (1/2 335H) aoo +15.0 -ao.Q SH cfoo - - _ - 335H 1400- - IA45H (I/2 SASH) GOP .-. 245H a00 sz=+52-?.T=.: 345H q00 � _._ .. IA55H Cl/2 355H) aoo ===+✓:i3?a: -.. ``_L=7y.1-=-- .__.. -...: -.. 355H aoo IA65H (1/2 365W a00o.4 . ...:.. - . ._...._.. 2bSH ado_==-42.0 : _....-r._ A= 5:: 56544 q00 _- +2b.a =. b .' -_; __28.�t� =_ 20205H q0o +-75.0 30205H CIOO +-15.0 _850.0 40205+4 lgOO +`15.0 -?8.4 20505H a00 + 15.0 -a0.0 a00 - 4,0305114 a00 +15.0 20405H 6100 -bO.O 30405H a00r?--= �.. . .gym 4040511 cloo+432Y{� 2050SH aoo +5613: 30505H 1400 _ �.t +4a.2==�:.:=:q.2= - - �•-. 201605H aOO _... =-_-+_ 1.0 30b05H 40b05H qO0z-•�.;�%+32.I�:�, _.._ =: �=�-32,1�-;�-,:=��; �<: NUAIR HORIZONTAL ROLLER NINDO�q SGHEDULE TESTED PER ANSI/AMMA/NKNDA 101 /152 CALL 51ZE MANUFACTURER SERIES # PE51ON PRESSURE (i'S1") DEVON SUCTION (P5F) 2020HR OH2 ! OH3 +50.0 -b0.0 5020HR OH2 / OH5 +50.0 -W.0 4020HR OH2 / 01-13 +50.0 '?-`--�7b.✓�??.�-. 5020HR 0H2 / OH3 +50.0=`-t.q__r 602OW OH2 / OH3 +50.0 17 2050HR 0H2 / 0143 +50.0 -&0.0 O 503 HR oHi2 / OH3 + 50.0 - - = - - =r-�=�1-5b.6� 4030HR OH2 / Of-0 +50.0 5030HR OH2 / OI-k3 -,;;,�.=�:+-4a.1==>==�::._...; - 6030HR OH2 / oH13-- x �T- ---- � - - - fiE - - 20.40HR OH2 / OH3 +50.0 -80.0 5040HR OH2 OHS .0. - 4040HR OH2 / OH3 H}2 OH2 OH3 -.. ---- - _--- R. - --- - - 2050HR OH2 / OH-3 -+50•0 0050HR 0142 ( OHO 4050HR 0H2 / OH3 i ....:....:.. 5050HR OH2 / OH3`v_:+26.1 b05OHfR OH2 / OH3 --_ =+26.1 NUA I R 5L I D I NO O LASS DOOR SGHEDULE TESTED PER AN51/AMMAMANDA 101 A52 CALL 517F MANUFACTURER 5ERIE5 # DESIGN PRE55LRE (P5F) 17E516N 5UGTION 0'5F) 50b8 SOD 200 +50 -64,6 bO6a Sop 200 +30 -55.0 8066 560 200 +50 a06b SCUD 200 +30 -55.0 THERMA-TRU DOORS EXTERIOR DOOR. 5GHEDULE TESTED PER AN51/AMMAMK1 DA i01 /152 LOGATION C/AL_E. SIZE R/O SIZE MANUFACTURER DE5GRIPTION DE51ON PRESSURE (P5F) DESIGN 5UGTION (PSF) 6ARA&E 2a68 (2/P5 x b/8) 34 1/2 x a2 I/2" #100 FLU51H STEEL +25.14 -34, 1 SERVIGi DOOR T25•a -34.7 I'aot BATH. 246a (2/4 x 6/8) 30 !/2 x 82 V2 #11P� ONE LITE STEEL FRETtG44 +25.a -34,7 _ DOOR l2x8212" � G;i 118 Oi�tE LlT� ST�L R1=N 2'a_�T �4:1 E3T2EAKFAST TO bx a 2bb8 2 6/) 3212x821/2 " / # G l26 TE 5 FT2EN H N LITE TESL + 34 LANAI DOOP, +25A -54,7 EXTERIOR(2)20b8 (4/d x b/8) 51 i/G x g2 I/2" #108 15 LITE 5TEI=L FR TIC14 +24.'T -52.4 FRENGFE x 2 26b8 5/O 6/8 651/4xa2 i2 / #108 15 LITE STEEL. FRENGH +24.7 -32A DOOR (2)28ba (5/4 x b/8) 6-1 I/4 x 82 I/2 " #108 15 LITE 5TEEL FP.ENGH +243 -32.4 (2)3068 (6/0 x 6/8) -15 1/4 x 82 1/2" #100 15 LITE 5TEEL FRENCH +24.7 -32.4 FOR 8'-O" HI&H UNITS (H) x as 1/2" MAIN ENTRY DOOR 306a (5/0 x 6/80 5& 1/2 x a2 1/2" #20a STEEL 8 PANEL +25,9 -34.7 (2)2bba (5/0 x b/S) 63 1/4 x 9>2 1/2" +24:7 -52.4 (2)2868 (5/4 x &A5) 6`I 1/4 x 82 1/2" +24.7 -32.4 (2)306a (b/O x 6/6) -15 €/4 x 82 I/2" +243 --32.4 (2)3080 (6/0 x 8/0) 75 1/4 x as 1/2" +24 1 -32.4 MAIN ENTRY DOOR 306a (3/0 x b/a) 38 1/2 x a2 1/2" #FG-b0 6 PANEL. FIBERGLA551G +25•11 -544.7 (2)26b8 (5/0 x b/8) 63 1/4 x 8,2 1/2" +24.-7 -32A (2)2a65 (5/4 x b/8) bi / 4 x 82 /2 ! I " +24.7 -52.4 (2)306b (4510 x b/a) -15 1/4 x b2 1/2" +243 -52.4 (2)3060 (6/0 x 8/0) 75 1/4 x as 1/2" +243 -32.4 MAIN ENTRY DOOR 3065 (3/0 x 6/8) 58 1/2 x 82 1/2" #FG-bO 6 PANEL FIBFRGLA55kG OR #FC-2000 I LITE FRENCH FI13ERGLA551G , (GU5TOtvER CHOICE) +25.q (2)26ba CS/O x 6l8) 63 1/4 x 82 I/2 „ +24.7 -32.4 (2)29>68 (5/4 x 6/8) b7 1/4 x 52 1/2" +247 (2)5060 (6/0 x b/8) 15 1/4 x 82 1/7' +24.7 -32A (2)-30ao (6/O x 8/0) 75 1/4 x G8 I/2" +24 T -52_4 BANGO OVERHEAD DOORS, I :G. OARACE DOOR 5Gf4EDULE TESTED PER AN51/AMMAMV,11 10A 101 /152 GALL SIZE TE5T LOAPS PRESSURE (PSF) TAT LO;tD5 50GTION (P5F) DE5107N LOAP5 pR1=5511RE (P5F) DES16N L.OAUS SUCTION (PSF) 8 x -1 (OR 80700H) +37.5 -48.0 +25.0 -52.0 a x -7 (OR aO-TOOH) +37.5 --48.0 +25.0 -52.0 16 x 7 (OR I60-10014) +36.0 -37.0 +24.0 -24.5 NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BETWEEN FIELD CONDIT10NS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, EXTERIOR? WINDONS AND DOOR NOTES 1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL 1D£NTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED TEST ENTITY. LNG FBC 1707.4.2.1 2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER THE PUBLISHED MANUFACTURERS RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. FBC 1707.4.4.1 3. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS IS LESS THAN 1-•-1/2" SHALL BE ANCHORED THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE. FBC 1707.4.4.2 4. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS IS 1-1/2" OR GREATER, THE BUCK MUST BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD DIRECTLY TO THE STRUCTURE. WINDOWS AND DOORS SHALL BE ANCHORED THROUGH THE JAMB INTO THE WOOD BUCK. FBC 1707.4.4.2 5. ALL WINDOWS BUCKS SHALL EXTEND BEYOND THE INTERIOR LIP OF THE WINDOW. FBC 1707.4.4.2 6. MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. FBC 1707.4.51-1707.4.5.4 AoCREATED 01-02-02 120 MPH 3 SEC. GUST r� J HEADER r✓, ._ • INFERIOR PRESSURE TREATED BUCKSiRiP (MIN. 2r AS SHOWN) HiBj I- Iirr_1:I 1��.... ere 'ltiii 'd411 w MOING FOAM IF PER CODE JAMBS i r'p Fqa.�... l IF NECESSARY, SItI. USE SHIMS WHEN INSTALLING TO • - _ KEEP LVEPLUMB Ss _ • - e U PRE CASTd `EAT- POURM d CONCRETE SIiL 23pt SiLL` • SEALANT BEAD SILL INTERIOR c �i v_ a • EXT1 Rloc JAMBS W NECESSARY. USE SHIMS WHEN INSTALLING TO KEEP PLUMB & LEVEL s SEALANT BEAD OMIOR INTERIOR • PRESSURE TREATED BUCKSTRIP (MIN. 2a>" AS SHOWN) SHIM AS NEEDED WINDOW ASTENER FILL, INTERIOR VOID WITH MINIMAL EXPANDING FOAM - IF PER CODE I AST THE s SILL screw embedment oft' is maintained in the buckstrip. Window FLDOBI.I INSTALLATION DETAILS FOR FLANGE WINDOWS IN WINDZONES OF 15OMPH OR LESS (DETAIL A) fasteners should be located a maximum of 4" from each corner B FLASHNM and maximum of 18" O.C, It is recommended that fasteners no ETHER Ruckeim, mluaT to set in a head of sealant. The exterior joint be installed through the sill of the window. The actual size of RESISTANT 1?gb:Wdrr tiie buckstTip and masonry must also be sealed. the buckstrips should be no less than 1-1' X 2 ,1". Buckstrips BARRIER Buckstrips shall run the entire length of the rough opening. A should be installed using minimum" X 2q" masonry screws, ExtERtOR_ buckstrip is not necessary at the sill if it is pre -cast. All gaps to maintain 14" embedment, and be 18" O.C. FACADE must be sealed. Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the INSTALLATION DETAILS FOR FIN WINDOWS IN Florida Building Code, a taper, or bevel on the buck is WINDZONES OF 15OMPH OR LESS (DETAIL B) RIGID FLASHING_ (OPT., BY OTHERS) "I1, s atl%iiblc if isid wiiiilow frame is fully supported by the trip at both the interior and exterior. Ins# lotion fasteners Tor windows should be a INTERIOR minimum 4" nail or 1j" wood screws, with an embedment of If usin i" thick wood buckstrips: at least l ". Fasteners should be located at a maximum of 4" Installation fasteners should be a minimum " X 2j" masonry 2iip, nails. it is recommended that ail screws or nails be sealed to from each comer and 18" O.C. for screws and 9" O.L. for1-®r screws, installed through the windowand buckX into the infiltration of air and water. Product maybe shimmedas masonry. Window may be shimmed as necessary, provided aprevent necessary.minimum screw embedment of 14"is maintained in the Flexible flashing should be installed in a I130sonryFasteners should be located a maximum of4" from weatherboard fashion. The top Iayer should overlay any layer each corner and maximum of 18" O.C. It is recommended that beneath it. The weather resistant barrier should then cover thefasteners not be installed through the sill of the window.The flexible flashing at the header. The application ofthe weather actual size of the buckstrips should be no less than J" X 2k", resistant barrier will vary based on when it is installed. If it is+ installed after the window, it should be tucked under the sill FLASHING If using 1� "thick or greater wood buckstrips (not shown)' flashing and overlap the jambs and head flashing. ,IAMBS Window installation fasteners should be a minimLun #8 X i" wood screws, installed through the window into the buckstrip,7ANUPACTUSSOCIAT CIVRAL ..� /'�R IffMBR(CAN 5'4 ir,'c..st' a may be shimmed as necessary, provided a minimum ON L INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, SINGLE HUNG WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening, A buckstrip is not necessary at the sill if it is pre -cast. All gaps must be sealed- Buckstrips should be pressure treated yellow pine, spruce or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at bath the interior and exterior. If using 4" thick wood buckstrips: Installation fasteners should be a minimum+" X 2k masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a minimum screw embedment of 1J" is maintained in the masonry. Fasteners should be located a maximum of 4" from each coiner and maximum of 18" O.C. It is recommended that fasteners not he installed through the sill of the window. The actual size of the buckstrips should be no less than t' X 2x'. If usin 4 " thick or greater wood buckstrins (not showni: Window installation fasteners should be a minimum #10 X 12 " wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of It' is maintained in the buckstrip. Window fasteners should be located a maximum of 4" from each comer and maximum of 181' O-C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than 1�' X 2-". Buckstrips should be installed using minimum ig" X 23,," masonry screws, to maintain 14" embedment, and be 18" O.C. >� The window depicted in this drawing is intended for use on typical construction, It is the AMF.RirhN ARIHMR:'(i1RAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANLFAMRE� Amccw,oN may be specified b th e project Y architect Fce Y h ect Wind and P J design Tess es var y within each to and M�.yne state e $n P rY county, All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FLO(800) 282-6627swww_%Air.com load requirements (per AAMA 101); please check local building codes for exact requirements. HEADER SERIES rNSTALLATION DETAILS FOR NON -IMPACT, FLANGE, AWNING A0213 ATW WINDOWS 1N WINDZONES OF 15OMPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint • between the buckstrip and masonry must also be sealed. Buckstrips shall tun the entire length of the rough opening. A DMgZfOR INTERIOR buckstrip is not necessary at the sill if it is pre -cast. All gaps must • PRESSURE TREATED be sealed. Buckstrips should be pressure treated yellow pine, BUCKSTMP (MIN, 4" spruce or comparable lumber, In accordance with the Florida fINTERIOR AS SHOWN) Building Code, a taper, or bevel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the - a i SHIM AS NEEDED interior and exterior, Q WINDOW FASTENER If using i" thick wood buckstrips: s Installation fasteners should be a minimum I6" X 24" masonry screws, installed through the window and buckstrip, into the FILL INTERIOR VOID WiTH Wind q MINIMAL EXPANDING FOAM Masonry- ow May be shimmed as necessary, provided a .: • - IF PER CODE minimum screw embedment of 14" is maintained in the masonry. EXTERtoR Fasteners should be located a maximum of 4" from each comer NO JAMBS Fs and maximum of 18" O,C. It is recommended that fasteners not be THROUGH installed through the sill of the window. The actual size of the IF NECESSARY Subuckstrips should be no less than 3" X 2g" USE SHIMS WHEN FINISHED If using Ii " thick or greater wood buckstrips (not shown): INSTALUNG TO SILL • Window installation fasteners should be a minimum #10 X I- " KEEP f� g L • -_ wood screws, installed through the window into the buckstrip. • + - - Window may he shimmed as necessary, provided a minimum a = • �% screw embedment of 1a' is maintained in the buckstrip. Window v PW-CAST q T Pou f %steners should be located a maximum of 4" from each corner and a CONCRETE SILL d CONCRETE S11L nxaximunt of 18" O.C. it is recommended that fasteners not i SEALANT BEAD installed through the sill of the window, The actual size ofthe SILL buckstrips should be no less than Iz" X 2-". Buckstrips should be installed using minimum-i" X 2a" masonry screws, to maintain 14" embedment, and be 18" O.C. i Fir ,RAL N . i1,'ACNRLS mvMBEK The window depicted in this drawing is intended for use on typical construction. It is the res onsibili Of others to determine i " P tY ne tit is applicable. Additional flashing, vapor barriers, etc. 6(KlA' [ r "N may be specified by the project architect Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc, meet a minimum of 110 mph (R30 DP) wind Tampa, FL*(800) 282 6627e Www.NuAir.Com load requirements (per AAMA 101); please check local building codes for exact requirements. INSTALLATION DETAILS FOR NON -IMPACT, FIN, HORIZ, ROL- LER WINDOWS IN WINDZONES OF ISOMPH OR LESS (per FBC 2001) Window Installation: Installation fasteners for windows should be a minimum i2", 4d nail or 6 x 1i" drywall screw, with an embedment of at least 4". Fasteners should be located at a maximum of 4" from each corner and 18" O.C. for screws and 9" O.C. for nails. It is recommended that all screws or nails be sealed to prevent infiltration of air and water. Product may be shimmed as necessary. Weatherproofing: Flexible flashing should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. The application of the weather resistant barrier will vary based on when it is installed, If it is installed after the window, it should be tucked under the sill flashing and overlap the jambs and head flashing, The window depicted in this drawing is intended for use on typical construction. It is the ARCHITE N mANUFAMRAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MANUrA�TURES AS50C,ATFON may be specified by the project architect. Wind and design pressures vary within each state and MWIIER county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL9(800) 2a2-6627+www.NuAirxom load requirements (per AAMA 101); please check local building codes for exact requirements. BARRIER EXTERIOR - FACADE RIGID FLASHING (OPT, BY OTHERS) HEADER SNOING SERIES OH2/3 HR WINDOW ASTENER • •i , i • WOOD " FRAME + if . HEADER DRYWALL I �I><u • SEALANT READ OSEALANT BEAD T FLASHING IS NOT ADHESIVE HEADER - PLYWOOD SHEATHING WINDOW r FASTENER WOOD • : y FRAME HEADER DRYWALL ")ILL s SEALANT BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE HEADER PLYWOOD SERIES 900 INSTALLATION DETAILS FOR NON -IMPACT, FIN, SINGLE FLASHING SHEATHING & 950 Sl I HUNG WINDOWS IN WINDZONES OF 150MPH OR LESS (per FBC 2001) Window installation: OW WEATHER FASTENER R SISrANNT BARRIER { EXTERIOR Installation fasteners for windows should FACADE I -` f FRAME be a minimum 1WOOD 2", 4d nail or 6 x 1 Z" drywall screw, • : s HEADER with an embedment of at least 1z". Fasteners DRYWALL RIM FLASHING should be located at a maximum of 4" from each ___/ (OPT., BY OTHERS) corner and 18" O.C. for screws and 9" O,C. for INTERIOR FILi fNTERKXt VO4D WITH nails. MINIMAL EXPO OG It is recommended that all screws or i IF DE nails be sealed to prevent infiltration of air and • water. Product may be shimmed as necessary. IF NECESSARY. USE SHIMS WHEN Weatherproofing; ^ Q INSTAWNG TO KEEP PLUMB do LEVEL. Flexible flashing should be installed in a • ABLE weatherboard fashion. The top layer should overlay RESISTANT BARRIER FLASHING any layer beneath it. The weather resistant barrier ISHED BLE SFIyNi L should then cover the flexible flashing at the EXTERIOR WEATHER FLASHING • r header. JAMBS RARRIER _ _ The application of the weather resistant EXTERIOR barrier will vary based on when it is installed. If it FACADE ` is installed after the window, it should be tucked \ I WINDOW FASTENER under the sill flashing and overlap the jambs and SILL head flashing. s SEALANT BEAD OSFALAW BEAD IF FLASHING IS NOT ADHESIVE n It i the in this drawing i intended 'cal constnrch o s e window depictedawn s tend d far use on i The g typical ARDR CAN JIMMARCfli3]i(: rURAL responsibility of others to determine if it is applicable. Additional #lashing, vapor barriers, etc. f n*c may be specified ITT the project architect. Wind and design vary within each state and 1 ASSOPA'"D pressures 4& h &148BRC county. All products manufactured by NuAir Inc. meet a minimum of 110 mph MO DP) wind Tampa, FL *(BOO) 282-6627*www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. FLASHING SE 1ES HEADER SHEATHING A02/3RATW WEATHER WINDOW RESISTANT FASTENER BARRIER i ExFERLOft � FACADE ; WOOD • -s FRAME HEADER ::'- r V:• RIGID FLASH II3C,---// (OPT., BY OTHERS) DRYWALL INTERIOR ti' F�.S��ANT TILL gTTERIOR VOID WITH BARRIER MINIMAL EXPANDING FOAM .. R - tF PER CODE IF NECESSARY, USE SHIMS WHEN INWAWNG TO i(EEP PLUMB LEVEL • FLEXIBLE FLUBLE FLASHING FLASHING FINISHED EXTERIOR WEATHER SILL JAMBS WMER ; - EXTERIOR I - FACADE WINDOW FASTENER SILL s SEALANT BEAD OSEALANT BEAD IF FLASHING IS NOT ADHESIVE INSTALLATION DETAILS FOR NON -IMPACT, FiN. AWNING WINDOWS IN WINDZONES OF ISOMPH OR LESS (per FBC 2001j Window Installation: Installation fasteners for windows should be a minimum *, 4d nail or 6 x 1j" drywall screw, with an embedment of at least 1�'. Fasteners should be located at a maximum of 4" from each corner and 18" O.C, for screws and 9" O.C. for nails. It is recommended that all screws or nails be sealed to prevent infiltration of air and water. Product may be shimmed as necessary. Weatherproofing: Flexible flashing should be installed in a weatherboard fashion. The top layer should Overlay any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. The application of the weather resistant barrier will vary based on when it is installed. If it is installed after the window, it should be tucked under the sill flashing and overlap the jambs and head flashing- yll"ntdow d is nstructiarr. It is the to w1 led to thus drawing is intended use o cal co T 1 ep g to for e n type NIANUFAN A#&R ARCHITECTURAL responsibility of others to determine if it is applicable_ Additional flashing, vapor barriers, etc. FSANUNACIURLS ASR,x,A,w,,• may be specified by the project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FLa(800) 282.6627*www,NuAir.mn load requirements (per AAMA 101); please check local building codes for exact requirements. FLEXIBLE HEADER PLYWOOD SERIES 900 INSTALLATION DETAILS FOR NON -IMPACT, FIN, FIXED FLASHING PW & DPW WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) WEATHER WINDOW RESISTANT ASTEtIER Window Installation: BARRER f EXTERIOR Installation fasteners for windows should FACADE , - _ . f; WOOD E FRAME be a minimum 7", 4d nail or 6 x 1j" drywall screw, s '`• HEADER with an embedment of at least 1�'. Fasteners RIGID FLASHING , DRYWALL should be located at a maximum of 4" from each (OPT- BY OTHERS) corner and 18" O.C. for screws and 9" O.C. for INTERIOR ' nails. ::• It is recommended that all screws or c : nails be sealed to prevent infiltration of air and • FILL INTERIOR VOID WrrH water. Product may be shimmed as necessary. MINIMAL EXPANDING FOAM - IF PER CODE IF NECESSARY, USE SHIMS WHEN INSTALING TO Weatherproofing: KEEP PI..UMB dt LEVEL Flexible flashing should be installed in a s wFA FLEXIBLE weatherboard fashion. The top layer should overlay BARRIERFIAShFlNG any layer beneath it. The weather resistant barrier FxTEREOR ISLE WEAT3iER FiNGHED SILL should then cover the flexible flashing at the FLASHING REAR • header. JAMS - The application of the weather resistant EXTERIOR � barrier will vary based on when it is instalW. If it FACADE ' is installed after the window, it should be tucked F IANSER DOW under the sill flashing and overlap the jambs and SILL head flashing. s SEALANT BEAU OSEALANT BEAD IF FLASHING IS NOT ADHESIVEII The window depicted in this drawing is intended for use on typical construction. It is the AARC MNRIMECEAUN RAL T11MR• responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. MA},UF&TION S Assoc[AnoN may be specified by the project architect. Wind and design pressures vary within each state and MEMBER county. All products manufactured by NuAiT Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FLO(800) 282-6627swww.NuAir.com load requirements (per AAMA 10I); please check local building codes for exact requirements. HEADER SERIES INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, HORIZ. ROL- OH2l3 HR LER WINDOWS IN WTNDZONES OF 15OMPH OR LESS (per FBC 2001) Buckstrips must be setin a bead of sealant. The exterior joint • o • between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A ExTMOR KrERIOR buckstrip is not necessary at the sill if it is pre -cast. All gaps must • be sealed. Buckstlips should be pressure treated yellow pine, INtERIOR TED BXKSMp (PRESSURE MlEXN spruce or comparable lumber. In accordance with the Florida s As SHOWN) Building Code, a taper, or bevel on the buck is acceptable if the a window frame is fully supported by the buckstrip at both the SHIM AS NEEDED interior and exterior. WINDOW 7 ' • FASTENER if using " thick wood buckstrips: installation fasteners should be a minimum *" X 24 masonry ` - FILL INFERK)R VOID WITH screws, installed through the window and buckstrip, into the ,.+; • MINIMAL EXPANDING FOAM - IF PER CODE masonry. Window may be shimmed as necessary, provided a OR minimum screw embedment of l4" is maintained in the masonry, JAMBS Fasteners should be located a maximum of 4" from each corner and maximum of 18" O.C, It is recommended that fasteners not be installed through the sill of the window. The actual size of the FASTS ERS buckstrips should be no Less than i" X 28". IF NECESSARY, THROUGt± SILL using 1� "thick or greater wood buckstrips (not shown)_ us£ SHIMS WHEN Window installation fasteners should be a minimum #10 X 1 " INSTALLING TO • • wood screws, installed through the window into the buckstrip. KEEP PLUMB & - LEVEL Window may be shimmed as necessary, provided a minimum « s _ _ ~ screw embedment of 14" is maintained in the buckstrip. Window ° ~ C fasteners should be located a maximum of 4" from each comer and PRE"CAST4T d CONCRETE SILL maximum of 18" O.C. It is recommended that fasteners not be ' d CONCRETE SILL installed through the sill of the window. The actual size of the • SEALANT BEAD SILL buckstrips should be no less than 1�" X 2t". Buckstrips should be installed using minimum 3 I' X 23" masonry screws, to maintain 1�' embedment, and be 18" O.C. The window depicted in this drawing is intended for use on typical construction. It is the ArkWCK n ARCHTieCTURAL responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc. aS OOA ONRFS may be specified by the project architect. Wind and design pressures vary within each state and AMR "r'""`R county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL*(800) 282.6627swam.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. HEADER SERIES` 900 INSTALLATION DETAILS FOR NON -IMPACT, FLANGE, FIXED PW & DE WINDOWS IN WINDZONES OF 15OMPH OR LESS (per FBC 2001) Buckstrips must beset in a bead of sealant. The exterior joint v • between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A EKIERIOR INTERIOR buckstrip is not necessary at the sill if it is pre -cast. All gaps must : be sealed. Buckstrips should be pressure treated yellow pine, INFERIOR PRESSURE t17EA7En BUCKSiRIP IN. 2}" spruce or comparable lumber. In accordance with t1Te Florida • AS SHOWN) Building Code, a taper, or bevel on the buck is acceptable if the V window frame is fully supported by the buckstrip at bath the Q- SHIM AS NEEDED interior and exterior. WINDOW .s ASt£NER If usin thick wood buckstrips: FILL tERIOR ID Installation fasteners should be a minimum 16' X 2� masonry MINIMALi FOAM IF PER CODE screws, installed through the window and buckstrip, into the masonry. Window may be shimmed as necessary, provided a TOR minimum screw embedment of 1 is maintained in the masonry, JAMBS Fasteners should be located a maximum of 4" from each corner and maximum of 18" O.C. The actual size of the buckstrips should FASTNENERS be no less than +' X THROUGH If using li " thick or greater wood buckstrips (not shown): IF NECESSARY, USE SHIMS Window installation fasteners should be a minimum #10 X 1 WHEN wood screws, installed through the window into the buckstrip. s INSTALLING TO - KEEP PLUMB & - Window may be shimmed as necessary, provided a minimum Y rY ` • . _-_ _ L� s 0 screw embedment of 114" is maintained in the buckstrip. Window 4 fasteners should be located a maximum of 4" from each corner and `' PRE -CAST SAT. POLIRt3� maximum of 18" O.C. The actual size of the buckstrips should be d CONCRETE SiEL d CONCRETE Sill no less than 1�' X 28 . Buckstrips should be installed using SILL minimum++ X 2�' masonry screws, to maintain • SEALANT BEAD 1a' embedment, and be 18" O.C. The window depicted in this drawing is intended for use on typical construction. It is the a"R;` g.�uRA,, responsibility of others to determine if it is applicable. Additional flash ' P tY app mg, vapor barriers, eta. MANUkAMIX-1 ASSncunoN may be specified by the project architect. Wind and design pressures vary within each state and MEMBER county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FLO(WO) 282-6627*www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. SERIES 200 INSTALLATION DETAILS FOR NON -IMPACT, SLIDING GLASS HEADER & 500 SGD FORS IN WINDZONES OF 150MPH OR LESS (per FBC 2002) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening, s INTERIOR except door sill. All gaps must be sealed, Buckstrips should be INFERIOR PRESSURE pressure treated yellow pine, spruce or comparable lumber. In ���D accordance with the Florida Building Code, a taper, or bevel SUCKSIMP i on the buck is acceptable if the door frame is fully supported SHIM AS by the buckstrip at both the interior and exterior. NEEDED If using " thick wood buckstrips: FASTENER ( FAST Installation fasteners should be a minimum 16" X 24" masonry screws, installed through the door frame and buckstrip, into the ' masonry. Door may be shimmed as necessary, provided a minimum screw embedment of l�" is maintained in the !; MINIMUM masonry. Fasteners should be located a maximum of 4" from ' t each corner and maximum. of 18" O.C. The width of the RECOM- MENDED MENDED buckstrips should be no less than the frame frame of the door. • • AFTER INSTALLATION, SEAL If using IJ " thick or greater wood buckstt7ps (not shown): JAMBS HORiZONIAL JOINT »ram K F, Door installation fasteners should be a minimum #10 X 1j" Z wood screws, installed through the window into the buckstrip, Door may be shimmed as necessary, provided a minimum EXTERIOR screw embedment of I4' is maintained in the buckstrip. Door FILL INTERIOR VO4D WRH 4 IF NECESSARY, fasteners should be located a maximum of 4" from each corner MINIMAL EXPANDM FOAM . ' 4 USE SHIM WHEN HEN - IF PER CODE and maximum of 18" O.C. The width of the buckstrips should INSTALLING TO KEEP PLUMB ac t.EVEu. be no less than the frame frame of the door. Buckstrips should • SEALANT BEAD TRACT{ be installed using minimum i" X 2t" masonry screws, to maintain lj" embedment, and be 18" O-C. e o typical construction. The door depicted in t is drawin is intended for use n on traction It is the ICANh g trn responsibility Of others to determine if it is applicable. Additional flashing, vapor harriers, etc. IMAMRA0.CH1TEf,TURAL AASSSO"CiA ON LS may be specified by the project architect. Wind and design pressures vary within each state and MBMSt county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind Tampa, FL •(800) 282-6627+www.NuAir.com load requirements (per AAMA 101); please check local building codes for exact requirements. SERIES 200 INSTALLATION DETAILS FOR NON -IMPACT, SLIDING GLASS & 500 SGD DOORS IN WINDZONES OF 15OMPH OR LESS {{Ter FBC 2001) HEADER Sliding Glass Door Installation: Installation fasteners for jambs and INTERIOR . INTERIOR header should be a minimum #10 x l" screw. . AL Installation fasteners for the track should be a • SHIM OR AS FAASTENER NEEDED minimum 11" masonry screw. All fasteners should have an embedment of at least 1 q'. Fasteners , should be located at a maximum of 4" from each i; corner and 1.8" O.C. for screws. 1 It is recommended that all screws be �; sealed to prevent infiltration of air and water. I Product may be shimmed up to k if necessary. MINIMUM JAMBS �EN1» Weathemroofing: INST&LA ON, SEAL Flexible flashing should be installed in a HORITONIAL JOINT weatherboard fashion. The top layer should overlay EXTERiOR BETWEEN any Iayer beneath it. The weather resistant barrier should then cover the flexible flashing at the XF header. FILL INTERIOR VOID wrlx The application of the weather resistant MINIMA! EXPANDING FOAM d IFECES5ARY, dj E SHMS barrier will vary based on when it is installed. if it - IF PER CODE Tp is installed after the door, it should be tucked under KEEP PLUMB & the sill flashing and overlap the jambs and head s SEALANT BEAD TRACK flashing. The door depicted in this is intended for use •c drawing on typical construction. i eP g tYP t1 It s the YfI ' MC CAN responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc- IR ANUFRCNRAL �+ ON may be specified by the project architect. Wind and design pressures vary within each state and wwklu county. All products manufactured by NuAir Inc. meat a minimum of 110 mph (R30 DP) Grind Tampa, FL*(800) 282-6627•www.NuA1rcom load requirements (per AAMA 101); please check local building codes for exact requirements. C 6# 6. TRE?!`IA-TRU INSTA'_LATPON KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smatter on each side and 1/4" smatter on the header than standard Therma-Tru rough opening dimensions, Use only a maximum of 1/4" thick shirts, Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2--1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be: ,substitute wood screws. Be certain of the number and placement of all screws securing the frame to the rou h opening buck. Consult the architect or engineer of record concerning fastening the black to the rest of the building structure, CONTRACTOR TO PROVIDE A 1 x P,T, BUCK STRIP CUNT, AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE OFFO1 1/4" NBEDMENT DINTO THE! MASODNRYA JAMBAS,MINIMUM 6" 6 SPA( EVEI 6" 6 6" 6" SINGLE DOOR '6 VE r SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES " 6" " n r III Ail EI 3 it I I I 1 II Ili III i i E f " 6 " DOUBLE DOOR W/ SIDELITES n 6 l ,PACE :VENL I 1 1 f � i n u AoCREATED 07-02-02 120 MPH 3 SEC. GUST DOUBLE DOOR " SPACE _VENLY N 1Vxt tt4L ttrrt.Ica Mi t ti4J ' ditTlliHltt� W. TYpa,� aid. IYF. AT HFAD/Sill. �f i{iAjle AT HF/ SEE!" CORNC SEE CIIL41P NC QFORR& pJSIIL A7 }tEAO. 0 Gk tL ' . I�AAii t. it - �� I •1 i,, E 'to p0 a Ii .A"k i?S6-RHN. GLASS tf if $ ti tE � a W VA. CFO- 1 J4- 72" A, Yltnaw My" 'idki I� oIr vl: O . UNIT jj XO OR OX SIZES WII�t'iDIV DINS A D80 --ANN GLASS `VI7IiTH =I I=, nXT. (t) jNr. {) 24" 36" 481t z" 241! 4 50.0 67.0 4 60.0 S7.0 6 a"7- 61.0 6 so.©�" . . 6 6010 s�C2 24" 36" 4811 QQ". 7 36tt 4 solo V, .0 4 50.0 643 a 50.0 `� .'�`r. 64.3 8... - � - .... 42,0 2V 48" s#}tt 48" 4 y42�.9 60-0. 6t.6 4 5i?. 3 50.7 6 36♦s 38.8 37" 74" 4 t.aa 50.0 67.0 ti 60.0 Boll 37" 634/4" 74V 38.3181, A solo 58.8 6 50.0 00.1 0 30.6 30.6 A F-WO, OF AMCORE PEP. RI;AU & SILL I Rjgo_8100 ALUM. 110 # . s Irmo C a �}PARATIVE. ,g 8 S A T Tt..4r'C =E! is 110 X 40" (O%) 111SESIG I LOA139 =+Sa a 43.3 PSP WATER INFIIXPATION'i'EsT a7e5 PSF ai'E, t3 ©#.ASS 181 ANN „NA . • , S Wrig 8E iipUAl. ON ttOVINi#_ AtiQ Pi TYPICAL ANCMMS BUCKS NOT BY I.AWSW INAiISrR#ES, MAST SUSTAIN IMPOSED BY Gi AZING SYSTEM AIMS TRANSFER. L�HE TO TElit I3II#LOING STRUCiUftE, j$Y !tR Z9Y. Wi -D UN9 a • f � d S ` e ` � irk : wa •�i K ' 'I�i A jU1 OhR SEE ELF/CHART FOR SPACING 1T INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1" MIN. PENETRATION INTOWOOD OOD THiRU ISY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO VASOt!w #2 1 w 1 /4t' MIN. EMBEO INTO MASONRY . SEM-ANTR: EACH VENT CORNER SEALED WiTH WHITE COLORED 8FAiA1,IT, ° ROLE)s' 900 1-3/4" FROM EAFVENT I!� ZEP W2 - 1" HOLE) AT 2UN 3/1 " FROM EACH END 4T TYPICAL,AhDfDR8 FRAME HEAD L-1.06- FRAAME 51EI. i s YYPICAL ANCHORS- t' Et6E Tt'P. .696 -« .749 L C t4/tMc, ltttar°GY -� .81Z rae� t.Iioa JL 1462 TYX vur iaP/eoTToh( IRAtL Illy VpOD ;. i� �ptyGt 45 {>SSiQNkO t1S i�t 'iit6 3aik!'ti FitiRtDlt HtftGGNHO Ctit}£ ' 1994 F1lIrrOH FOR idZlllti•-t}A#'iE i+tlt##It}Y �t ?•qqt FL41RIgli >FlKi titlgF, • aEsa Boa Arttla Et7A08 As•P�I.�R 7 1l�Nfi CtaNflalt3 ttsuta. ' a WOOD LOADS 'rOTNi< �UC� RI:�It51' � �#£it PRGPI:fiLY TO 17RAtt5F£iR q« ANC�tC1R3 Stta,>rt Be A5 WSYEpt SPA+C� A5 5NOYfN t1>V t'iST'Atir'3. Aelo&IaIR I�BEt1ltr TQ �R IIli4TiilIlAi. SHALL aSE BEYOND YIAt.t • OIIRssr�IG OR s�I�E�CO. ' •• ,""'•..• R to IP:€.} WOaD Ot2tts • NOT 9Y LAWSOti tHP. ' tt 1a s.rlas ' aiu5r SuBY'JuH Ir}paRtt! • 1Y3" I,11N1 WOaQ �rreaia t,oADs > S 1!2". FROM CEtR1JaI2S �'>�1 �Itas►�l;~tr $di 6" ANcaEAi4ED GLASS , FDIC �RA►ME Sr TES . . sKtm�A� t:LEAti ApK£Sta/E ' '�' C WOoo OD i7i.,��,a�s y T��RNiA-TR�J Tf�ST����TT� BStiRFNtt tpMPGUNEt HEAVY pl�iY FtAli. . 9lt MAtta sH{ I��" �rta'•ANN, �4affis 1 U 10 3.t4.tt. 'j(`��'`�' UI��7 1}Ir" MN. waau aMgF:tt - �R aN sBELOW gAcu a PERFORMANCE SUMMARY K E DIFFERENCES CHECK I #r1rRt !.f y t .y. . � ,b8?°'. (. K gP+1.1 ��ee ♦ y� 1� �rL»1ri�1 TF,"14«97 < wanly Sut:tr rest �1s'a1AeIN Use only a maximum of if 4" thick shims. { . a�,As •• s x� - tI 44» 31S"dLA tert:lOtt tl�'itw1MPAG7' RE.S1S7l�►IVT Predrill the jambs and headers using1/8" drill bit, Predri(lin cs" a A ttgastt !ti bf1w increases structural performance, --~ PLAN ?ffW Use only 2-1/2" wood screws 08 and #10) when securing the pre r,091" �° a T.. hung i,rame to the rough opening buck, Drywall screws, deck screws, o 3 " 7a_9a,6 •Is�rP, and nails are , insufficient anchors, and should not be substituted for S It HaAVY.a2Jf•Y r MEETING RAIL • `ga tt tie aa.f� Z2109 L sa 5 e Shot • � N ttl 5,M,6. S u I t1AAtt. ,i sY,'• M1Ne waw t tsegc Srta•I � 5wf/x" t:RO!# Ct1RNEAS b ID MIDPOINT, IftA tT61t FJtR't' j QilANYt'cY ASSC1i1iYtE0ti idA'3SftE•tG Itl►'tIF./Slli'1'L16it/RCM#IA}i5 : � TSS r 0 atlt tA:An aa�-ts E 1r7&i I F'RANi: S" 6fltF3 T6 .. 3 I.-78(t $ EirANE Jana b9GJ-T6 4 t.-T5i 1 FtltEit RAR bOb3'76 ' 741 f � 1 rTYt"II:AL Al L tills s,i�tt° . ess" MIN, waau t,Meso z x rp,x} i$► S 1f.Z" FROM CORNERS WbOo BUCK < x k Ip.s'•1 • • Mtd>lINTI~e WOGpBm HEjVtRS$1LL uCON rr� t4LT,SILL :L14g1li�ili - �Sc Li ' 1 1tWIB:W1NltCIW SYSTEM 1S 0$1S!#N1♦ED AND TESTED TO t;alfriLY bJ17H THE IIHQUIRE# It:NtS OF THE 1994' C1AOE CtiUNTY. katilaN OP. THB SOUTH " itLtiWIr3A BUILQINii i:tll,)r IS,F,9.G1 CNApTt:R 4"CNAP7BR 23. CHAPTER 35. • UNgEiF1 TN6 SpattPlC"CGNOtTIrtNS SHtlWf� i?�i'�tiiS t3tiA{rhNG. . 3f #6•-Attli4EAE.IwD tIABSDROMN -HIi RAIL 1NIHt1R1NMIrARAT tY8 . At�t.Ys�c 1tiI��Ir �W a tptle '!?Aty/�Cit7Yt wEa;'tt tEattEts� +aastTtva ttttat►ttve corn tv-•►�u AXIS t3tae 4b«tfa as 918 JSt.6 SvL.ua� ¢y111 . 2tt«t%Z b�f 2eare .14l�� •04.11 4j����.ft1 . . ia�MAI a 2a,.il;t' aA��la aaa xaao NIN"I. , ISt H 6�atee 713,t. xd+ter vs "1113 faA c er 77 Ire I.a 2 a r fU.NNI AF..titi b'a,7 • 74,5 1�•NA blf 249.3 , td-t 2 67 $13 16?4 1 sa-011 b'! i 1L4 " X9•.t/`!! ''bad itt9,S a t1t .r 1,fy.♦f 42.S 's�i.tea at,a at;� ° wood screws. ,q (_1r2" MAx. 3f " tT YP,1 f �i'yxt� 7 _t p .MI O th Ltd w ELEVATION MN FRAME tTYp 1, SINGLIEZ 1AUN#3 tM#I+ NOW ' 61412" MA IT YP♦r r .r'�i •/'Irk ! � s Be certain of the number and placement of ail screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning �astening the buck to the rest of the building structure, . CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CHNTI AT OPENING SIDES AND HEADER, XX i. x BUCK STRIPS WILL DE ACCEPTABLE PROVIDED THE 8f�1�El�°( DIA FLATHEAD TAPCIINS ARE PROVIDED SPACED AS - Vt(ii.3 eT 1 71 THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME 1 x P,TI BUCK STRIP AND HAVE A MINIMUM ' OF 1 I/4" NDEDMENT INTO THE MASONRY JAMBS, Ga C SPA( _ � ViMi . b" 6°,1'.,�, a s 1111 l 6" 6;�, r F t i t t ! t r t I r 6/1' 6" r 1 x IP.,rJ WOOD BUCK API►t{dilERIltl:t: tSpIY3IK3Vl�i}{ ...1alEttgtit�l 0 1* S.M.S. 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Tt FNF-(AS am in EtAttp,A"mmsm .U7'a:$tC'(TfiO•#isl•H ;) La � iRcaa tltTEtRORFALsit•AttIPN T3 E.7S11 >0 NtIR�FALSE1AilatiN 11 L-TfTL IiO7J fA]NFALCti{l8t ►laVtJtllAlt)RART It k•9t) t SAfitYdAaindt/CAN If tasty J YAA{#StaP M t-ifti ? Etalls<tatuttWZAN#t 2t L.7ft2 Az ISIO'0. - WOO 1AT01 • 2i L+TS2A ASAtO' VWItTtAitN5PAt18 ' it 61151-1 CtAfE' AltttR 31 Sttthi•1 . ]CRLirtC:IKAt )VAL•)sL1 t PR09Utt lAOtt 1. li :T.l woo SUCH WIDTH NOTNi 10 SJ1.S. -•` NIOT nY LAWSON M. ' in'tutL WaDO ENBED ttuST SUSTAt mm- Sm ' H.T,£4 " As SHOWN ON SLiVATIOR LOADS 3-1/R• a ISEC StliEMM18ELOWFOR i/$"-ANW a 4 s1A%. ITYPt fie DIST 1t 10 5,M 5, hu1t0tn OF ANt"0491 MASS A {YY?J �TYP, 1 In -MIN, WOOD CMZICD ' GLCAR•Amils VC r/A" SHiH a • • s• r0 a 020o CORIJERS DEOONIOCCllpouN HA •• 4 �•- e 13ECL 2% W $.1 T i)/16- 0 TAPCON WOOD sues 3 7 ISIC scN80ULS 09LOW C 114, MAx. - . FOR HUM99A OF AHVIORSt L� gttsft J i P. .«.. . .t�"��1•n:S'- "„ to • E " •. � � .%�'.�� CLEAR AVIIESpt¢ 2 a F, TJ a •` +'t .i f' ZM t 3f i6`-At1Nt - GCOD51 IG CONPIDOW wood a 1iK t° •1 CLASS - L6Ao- A7f'° OLAEtNG JI.&I13LAZWG DEPTH torle s P1 AN V#E1M 8 t�Atvr(tltisaa3 tsE s �, Al pJ/r6" A TAPCOH Z �'�C OQ DUCK LOFftJL` , " • i • 1 S" FROM E'OAHEIt;S= AAL: RA11. FIE B • ° o , e . 1 "Opp"OUCK REFERORat FtTL-to" 12-$=97 WTA 2t I STANDARD lit 14AR TEST SIZBI 83-1/m" X 74-114" • tTYP.1 SHIN TEST LOADS, •a?.7. 69.8 PSP ELWAT•ION 6"mkltf 1 ' ME£TMO RAIL UESION! LOADS, 45,0, ^45A POP RANGE i�iAME ITYA) 1 t 7lt 9« T E5TSO CLASS, �t������A��� MAX, JAMm SCREW SITYINC. t5-3/c t. tti"314N 81NCiLSi1U13if Vlf#NL10W a" 31If3A1•lAJlPflG fIB i8$•iAN2' A tl 3f 18•Atfi7ii:ALEi3 GIASB•SiD HA4L is S vilmooW t:QM3AitA1iVE I 4 i0 S.t1.S. s It (p.T.t WOOD SUCH NOT 13Y LAWSORIN61 I 15" Ft. WOOD t IBED MUST Sosuwi lPa,S'w { AS SHOWNOtiHLtVAYtaN L4g0S I uIC SCHEatILr: : OW POR 0P AWN) + LLASS i1 s+ ; A ° /L- cis l u 1p S#4 5. mu WOOD BMBBa �Nut1DER u9A4 APH£SIVE Ira" SHIM P•al t3a �PptN40ANIAS b mmmCwOu" MA t . 21 e M ., .• 2tt tp T.) 3 3/t .. 0 TAPCON+ ' WOOD OUCH Ilk" ax, 12 IISCIUDULU a mELOW f SHIM AV #tq " !3 1 fsioCO• I ' • CLiAt1 AatitBlVt 13 f • " ` 3/16'-Atilt. agool"a Cowam, tt P Toll116'" OLA�1G [ ffij J , DLA$!3 saa * SuCK QP7H (aittl OWing r e .378• tixN�O i e ' $' + N V#S 8/1BuAgINSAtt?o. GLASS. L09 " ara^a'tApCaN • Cf�K"FptfMCORN6RO }10111�'2DO gtIDK `tR8 tTAti `t Li453I=t/8`7#'JL-1/a" S! LKa �a � t2.6-97 ° • ' tt1Olx+i " RHtiBliEisttFf90 7EST.8t7ftC• '. '+ 2 t WtlPtyt)TY It e A once..TIESTWAO& 445. »9E'.3 iaSF -09SION&DAusi »aS.o..a"J.0Ia5lP F �iNt i • 1 I J t/A HAiI: ' WATW INP#I.TPATIDN TlSTt .,?4 PS8 xnA".A#Nism iPStiipILOSS, MA;NVAM SCREW SPACMW 0--me " ffi Tt- Slt» 1 ,7 Id 1A�P'AJITIR 1SiANr ,•�13 i I t0 7!! • OLCOAR AOCt1pRUNG l i 2.294" . Slt MIT 2 l i ,dal" a • .iWoo 2 MAX. q*115 + It to Stt•8, STW" sOIL UJOt>d EMBtD E BC . + jA a" PROM CORKERS AHi-d tAPCtiNS a PitaF#CQStKRB x x INT.t w0alf nut; • I"i1wA%tER & Slic. S'ECTIf�N �,y ,V� e Tl#G W 1DW YYSTEii 13 ASSIOM AM USTEO TD COMPLY Vhtft vx t!f►�.` ;' OftL�' I CIUM AEHENTS or 11iE-1994 OAPI CO21M COMM 0 THc 50011 FLOR111A auKA1NO L't>QH If P 1 CNAPTIER A. CWAPT$h 2 ClUIPTER x$. (*At INNT CR 711L" SP C� StHoWN lift VO S la:OR? ><Ltt00O flt1[tt6 5t#ALL tAE tK1tTALLEb INOT OS' LAWxdu ANa IN ANC#1MM SO Al lWE lauu #tT misyl Ttt1; StPP Ft4ftsE* LOADS m.C. AtCpA0ANC5.T" ALOuma"ENTS OF 1594'S.F . AW.0,04 LLSC41110 iN VMS LAVW APE At PER 184111N1't. OTWR . + CONDITIONS TO01; t"011119 1108SPARATELY'• + 'AtiCHONLONtu1N HpliltSCttlflCO#JT11lSDRAWINGAKTOccaaamentD, ka.tHPANtNltitiisn+mtAItttlNa,bf OZ STANDARD Mesxum GAO. CLEAR AWESIV1i A"YSIS u"fin�I .f.'1 ."................"..^..",+.,....•r„•..rur .. • mED0Nt1ti Ct13iP01tN0 _ . _ f a iI 4" l 1#E10NrB 1 T TtffODtlGit; 11MS{titt E JAMDYiGt 4C:W UAt C4VA t8 .4 .. t8 !. e ;. 2 •• ` a °• AI1d"«7APC0Nt 6`FAOMCOAtRR MAX, a • tw7/$" 1itN, rho , LDTT¢OtST, 1 >< IP,T;3 �J: , a L se a TAKO NS WOOD OU • a 1R" s N. t16"FROM tOANEn3 • HEADER & SILL SEC�1#Oi3. � �'•° _I trio" x, - , ht9TE 1 *too DIST. 1. TtNIS WSNODW S'YSTCH IS O£SION'CI) AN O TESTED Td COMPLY WITH INC"- gEQtI{REHCNTS OF Ttit 199E, aAOC COUNTY EDITION OF THL SOUtN D•�. ��4�R gRtOA BUILDING CODE IS.I .B.C.11:11APTER 4. CHAPTER 23. CHAPTER 35, � � �#�� SECTION .LrI ,OtR THE SPECIFIC CORDIVORS SHOWN ON YW% ORAWIN0. 7. 1r04 2 x WOOD PUCKS SI1AtL Or. WS'TALt.CG UNBT aY LAWSON 011M AND ANCOORED SO THAT 7Hb BtMOIN$ RESISTS THE SI.PIRIM PQSCD LOADS lit " A,C. 1111 6111C WITH T1Effu1REMCNYS OP t49t S,P,D.C. 3. "fdNon D$SCRIBeEp lH'THIS LAYOUT ASC A5 Pen YC$T their. 01WA t CONttlrtDIIS 70 atEA1G1tIE£REO 4£PARATELY. . It, ANUM t WHI S 9*r E SCRIBED III THl$ DRAWWWARL YU St 043W£ERED 1{ff,ntrtAhtKTltlStS W1Ntarti NOON NAS, . 0"011R P CR JAHA NON -IMPACT RMLSTAN�' 1 N,T.E.• tdl ITYPJ I . 64"Att, tTYP:T fl116!AkNttAd.�t#.ANtxtiAiUltL ' • 1MNDOW ltORttaAftA'I7Uti •. ANALYBlB CtiAtil' . EILW614 LOAD CJAPACW-per ti2ria tyaIIt#►sa pto0a TA1'CaNB m ixVtba08UMTAPCONm pd"tVC ItC"Irn txt'/4t)D613c}ti •. tHOttt >E p- 1t PDtttlttE tNC0At1YG O•lY 41 POUMC. 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't x OR 2 It WOOD OUCH$ SHABt: OZ INSTALLED JINDT 0Y LAWSON INp l AND ANCH6RtO SO THAT4116 fli7tl DING REStStS THE SUPE"tMPOSID LOADS tHL lN►Afirtlttkittitkos;ATtslta, 01` Alt#HOAi Pt>{ JAtta `70 1C IN ACCaIif)AHC6 WITH REAUIRCHlti1 :+ OP 199<'$.F•D.Ce .. .. ..... .... «..w, N, Its t»0 Rya ��3iT 3. ANCHOR OESCRIBE*INTHIS LAY06TAR All P110TORT'UNIT, OTHER CONDITIONS TO a6 BNGiNEEAED SZP`ARAT41oY ifs As t tt1 + L. ANCHOR CONOtTIONS NOT 09SCRIUCO W THf9 DRAWING ARC tri DCs6NtttNCEt16i! -. ..«w 'It •��' etp t2f ?at ONA$!TC'SPfCDIICOASIM R to SAS. 6 Itr CORNERS • aOT tpoyj wow OM NDT SY LA915O1+t RID. l+Il38T SUSTA#N3'tP03110 2 Ic IP.TJ LOAD$ Waco sum SHIM MAX tom• SHWiFlAX, CLEAR A09951ve agar m COMPOuNd 3Jtt3"-ANN. it 10 S.14's. t3m7" + 2 x IFB WtlOb i3litK GLASS 1Ya" "No Waco emsto i t.t S" 17 a gy 049 SCHE*UL9 49LOW FOR t, ANCHORSPACINU CLEAR ADHESIVE e 1/8"•A#IN, otoc"t4a COMPOUND tit." i$ f • 378"G Axl i1EPTtW�ITE� i8 N 2 a 13 t t9tf) N (�p3 �.J ....«. ice-• 109t" A,ff y Lt3 " .:.. 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AtNC lon CONDiTMA NOT DESCRIBED Or INS ORAWRIE1 ARC TO fitu!"m Cott A Eli& Sp9cific OASIS. ?NO NIX 371h flu Jok'%'N mAm 4o AWS u- toDUSTRIfitSf'He u"F R S Or Mom Ac own rr A . !&T"uMffA# 0YA4 ut1YIP3 • , 6N IiA9t, aw $TYP.I 120 MPH Ao CREATED 11/11/02 3 SEC. GUST DATE 5r'�2IJGTURAE-. COMPONENT CONNECTORS (MA50Nf2YJGONGRETE) 5IMP50N f"- STi�UGTURAL COMPONENT €-€)=i"A20 5EM4�50N FL 4i4 _.� ;JfD'aA20 STRUCTURAL COMPONENT MEr,4E2 SIMPSON FL $`f4 EO/Q3l2at�a STRUCTURAL COMPONENT META76 SIMPSON FL 4-74 10/03/2005 51�?_UGTU'�%`E! GONPOa'ENT MET/�20 5IMP50N � >1ME�$l �- FL °4i4 10103/2005 S r%UGTURAL GOMPONI"NT #+TTf6 FL 50�✓ 10/03I2D05 STRUCTURAL COMPONENT HTT22 51MP5DN L �c�3 €0/03/2005 STRUCTURAL COMPONENT LTTlG 51MP50N FL 4-{4 I.'�-`'/G�5/2O_�✓ STRUCTURAL COMPONENT LTT20S SIMPSON FL 4`f$ 10/03/2005 STRUCTURAL COMPONENT LTT€31 SEMPSON `~'a9M�'�N i'L 4'74 EL �✓03 10103/2005 10/03I2005 12I30J2005 �5iT2l1GTURAL COMPONENT MTT28S� 51T:UGTURA!_ COMPONENT 4•f75M1b FL E$23 STRUCTURAL COMPONENT HT5M20 SIMPSON �'4- E>�i23 12l30/2005 STRUCTURAL COMPONENT MTSMIb 51MP50N FL 1423 121�r'..-'!-��0� STRUCTURAL GDMPOi�NT MT5M20 51MP50N FL E423 12!30/2005 STRUGTiJRAL GOMPONEi!T r�yTcM SIMPSON FL I�€Q3 02118120p6 57RUGliSRAL COMPONENT +-iD2A Str"�1f'5ON FL ra03 i0/O�✓/2405 STRUCTURAL COMPONENT #-IDS,cti 5��:��1.1 FL 503 10J03/2005 STRUCTURAL COMPONENT HDbA 51MPSON ....�..__,.._. F`L � _ EO/03/2005 STRAIG'11JF2LtL COMPONENT HDBA 51N(C'S0N FL 503 E°°:/>�/2005 STRUCTURAL COMPONENT HDIOA 51MP50N FL 503 10/03i2005 GTRUG"'URAL COMPONENT 3��„•''s4A SIMPSON FL 503 10/03l2005 5TRUGTURAL COMPONENT HD15 -: 5€M_R50N FL 503 10/031200�a STRUG'TU}ZAI_ GOMPONENT }-€r�-f2 � 51M1�C;�N FL �F?mot- 10/03/2005 STRUG�1�?.AL. COMPONENT HGT3 SIMPSON -� FL. $�r$ fo/o3l200'? STRUG�k"UI�P�L COMPONENT }}GT4 SEME�50N EL 4"7$ EOJ05I2005 STRUG'IUR.AL„ COMPONENT L6T2 5fMP50N FL E423 12/34l2005 5?�? �TURAL GOMPbPt�i <f' MGT SIMi'S0N FL 1423 12l3012005 STRUCTURAL COMPONENT Fk�AIC3 5EMF50t�1 EL E423 E2J3o12005 STRUCTURAL COMPONENT HCAMfO 51MP60N FL E423 E2l3a/2005 STRUCTURAL,_ COMPONENT MSTAM2$ SIMPSON FL ICiai 02118/200b STRUCTURAL., GOT�{Pai1ENT MSTANF36 51MP50N FL I�0! 02l18/200b STRUCTURAL GOMPONI<N7' HM�i �a1Mi'SaN FL I$23 12130/2005 STRUCTURAL COMPONENT HAS SIMP50N FL 4�$ 10/03I2005 51'i�UGTUhAL COMPONENT Ai3U$4 SIMPSON FL 4-74 10l03/2005 STi�UGTURAL COMPONENT tI�kD2-51�53 `aEMP50N FL 503 I0I03/2005 STRUCTURAL COMPONENT PHDS-5L?S3 SIMPSON FL 503 10/03/2005 STRUCTURAL COMPONENT PHD6-5D53 SIMPSON FL 503 Ip/03/23a�✓ STRUG7llRA1._ COMPONENT p}-}pg--5D53 SIMPSON FL 503 101CY3/2005 STRUCTURAL COMPONENT LTAI SIMPSON FL 1$23 12/30/2005 MANUFACTURER FL � EXPIRATION DATE PRODUCT GATECOh?Y SUB CATEGORY STRUG7ii '�,AL COMPONENT GONNEGTOi<"'� (MAraDNRY/GONGR.ETEi U5i' tJS�' FL f>21 iD/3II20a5 STRUGTUR.AL. COMPONENT HTA20 FL �5q 10l31/23D5 5T�?..UG'TURA€_ COMPONENT HTA20--18 USP' FL 821 10/3i/2005 STRUGTtiRAI.< COMPONENT HTTI6 U5f' }=L 82i 10/31/2005 STRUCTURAL COMPONENT HTT22 USP FL B22 !O!3!/2005 STRUCTURAL.. COMPONENT CTSI� USP 57RUGTURAL COMPONENT LT52oS USP FL 822 FL a22 !Ol31l2305 !O/31/2005 STRUCTURAL COMPONENT MT527i3 USP FL 8€b 10l31/2aa5 STRUCTURAL COMPONENT Ti7X2 USP USP FL. 816 iD131/2005 SiRUG E,,IRAL COMPONENT TDX20 USP FL 816 10131/20a5 STRUGTIiRAL GONtPONENT lbXS FL 81�t Ip13!l2ap5 STRUCTURAL_ COMPONENT LUGT2 U5P U5�' FL SE'� 10131/2005 STRUCTURAL COMPONENT }-1bAMiO USP FL �22 10/3V2005 STRUCTURAL COMPONENT >=A3 �'AUG4 LISP FL 82I IQ131/2005 STRUCTURAL. COMPONENT U5P FL 82E i0131/20D5 57RUG�IJRAL COMPONENT PAUbb USP FL �I�f EO/3112a05 STRUCTURAL COMPONENT PHD2 U5�' FL 81'7 EOl3Il20a5 STRUCTURAL COMPONENT Pf-ED5 _ U5�' 1=L 817 10/�✓k/20Q5 STRUG�"UI�AL COMPONENT P�iD6 Ur✓`f' 'FL 81i IOi3EJ2005 STRtJGTUf?!-�1... COMPONENT f'f-kD8 ODUGT GATEC�ORY 5UB CATEGORY MANUFACTURER FL � EXPIRATION DATE ODRS WOOD ENTRANCE LAW.�ON INS. FL 322a 12/OS/2005 INDOWS FIXED WINDOW5 LAW50N 1N5. FL i230 l2105/20d5 iNDOW`? FIXED WINDOWS KENGQ FL 125 O�t/1�/20a5 iNDOWS i={XED E�l1NDOW5 BETTER BELT FL bib PENDfN6 1NDOW5 FIXED WINDOWS FLA. EXTRUDERS (MILESTONE) FL 44 O�i102/20a✓ INDOWS FIXED WINDOWS GENERAL ALUMIM\NUM FL 255 OG/24/2005 INDOWS FIXED WINDOWS C�NERAL ALUMIM\NUM FL 263 O�l25/2005 ENDOWS FIXED 1^IINDOWS �.NERAL ALUMIMWUM FL E69"1 a2lO�Fl200b tNDOWS FIXED WINDOWS 5€NONLON WINDOWS � FL 1`?8 �/la/2005 lNDOWS 51NC�I.E HUNG LAW50N INS. FL E225 12/05/2D05 ENDOWS 51NGLE HUNC-n KENGO FL 123 LX€!I'tJ2005 lNDOWS 51Nri..E {-'LING BETTER SILT FL bb3 f'ENDENC� INDOWS SkNGLE {-illNG FLA. EXTRUDERS (MELEaTOhlt~) FL 42 O�€J32/2005 1NDOW5 SENGLE HUt�tG GENERAL_ ALUMEMWUM FL 25�€- O�f/24/2005 ENDOWS 51NGLE i�iUNG C-airhil=RAC ALUMEMWUM 1=L 16�f8 02/0�4J200b ENDOWS 5i3+�LE HllAtra 51MONLON WINDOWS FL 204 O�i/22/200a iNDOl�dS SENGL.E i-iUNG ENERC-•�Y 5AY3NC-�5 PRODS. OF FL FL EG50 03/12/2DOb lNDOWS DOUBLE t-IUNC-� ENFS�C-�Y 5AV1NC�5 PRODS. OF FL 1=L E�i53 03/12/2005 iNppWS HORIZONTAL SLEDERa LAWSON INS.. FL 122b 12/05120t�✓ INDOWS HORIZONTAL SLIDERS SINONLOhi WINDOW�i FL 2D3 OG/22I2005 INDOWS HORIZONTAL SLID)�R5 KINGO FL 124 O�€lE�it230'> INDOWS HORIZONTALSLIDERS OTTER 331LT EL 670 i�NDING 1NDOW5 HORfZONTAL SLIDERa i=1..A. EXT#2{1DER5 (MILESTONE) FL 43 O�i102/2005 ENDOWS HORIZONTAL SLiTJERS C-7ENERAL ALUMIMWUM FL 25Q• Ogl24l2005 1Ni70W5 HORIZONTAL SEEDERS CE�RAL ALUMIM\NUM � FL iba8 02104/200b €NE70W5 NUCLEONS LAWSUN EN5. FL 122{ 12/a5/2005 ENDOWS MULLIONS K1NG0 FL GS�t !I/a4/2005 lNDOWS MULLIONS FLA. EXT`i2UDi:RS (MILESTONE) >=L 'T74 i�i=AIDING INDOWS NUCLEONS C�EN)ri2AL ALUMEM\NUM FL €252 12/03/2305 X"fERIOi. DOORS 51 iDINC LAWaON IN5. FL €228 E2/0512005 XTERlOR DOORS 5LIDINC KlNGO FL 12b E2/05/2005 REOR DOORS SLIDING E31~7'FER BELT (M1 HOME PROD) FL 5b! 12130/2D05 EXTERIOR DOORS 5L€DEN6 PEA. EXTRUDERS (MILESTONE) FL 45 Oa102/2005 EXTERIOR DOORS SLIDING C�NEi�.AL ALUMEM�NUN FL 2b4 O�EJ25/2005 EXTERIOR DOOi?5 aLtDINO 51MONLON WINDOWS FL f8$ G4i/2.2/2005 EXTERIOR DOORS SEEDING THERMO-TRU CORP. FL EEiO I fI20/2005 EXTERIOR DOORS aWENGENG LAW50N 1N5. FL 122q 12/D5l2005 TERIDR 1JDOi25 GARA� DOORS GLOPAY SULlDiN6 PRODUCTS FL 542 12/f2/20o5 TER.IOR DQdRS 6ARAbE DOORS WAYNE I7ALTON DOORS FL vf3-1 II/04/2005 EXTERIOR DOORS SWIN6lNr7 ..FEED -WEN FL 4q8 IOI31/2005 XTERiOR DOORS SWINC-�ENC7 BCD -WEN FL 53a EO/3i/2005 XTERIOR DOORS SW1NC-�IAEC� PLASTi'RO lNG.MANYA PLASTICS FL 13.2E 121E5/20QJ XTERIOR DOORS SWINGING THERNiO-TT2U CORP. FL Ef85 il/21/2005 fr b b: e II s- i 1 y :< 'r rFFy L r' F, a i cj 3 a �4 CREATED 04--05-04 ENGINEERING, -� C813) C045 V m ( 13) 6 ' r�� `✓CLIENT ON THIS PRORT(F�FiESE DRAWINGS AND SANY REPRODUCTION OR UIGNS ARE THE JOINT A i}IORIZED USE ERTY OF DANSCO SJPROHI Ill, - 2004 E `1 i SCALE How ; DATE �4/5i � N: /BLOCKS/STD 2001 FLORIDAPRODUCT VAS SUB GAT>r60RY N[A[+iEJ�AE� iliP�=� FL # EXPIRATION ES 11 -t4 10/03l200 PRODUCT GA'1-E60RY CONNECTORS (WOOD) 51 MPSON STRUCTURAL COMPONENT H2,5 Sil�ir'S3N FL 4-14 I0/0312005 STRUCTURAL COMPONENT N5 5EMP50N FL 47$ 10/03l2005 5Tf2UG'TIiRAC COMPONENT t-t7 51M1�50N FL 474 10/03/2005 STRUCTURAL COMPONENT H10 51MP50N FL FE-?4 Ip1a31.2005 raTRUGTURAL COMPONENT 4I0-2 SIMPSON FL 474 Ea/o3/2D05 STf�'.11G7Ui2Al. COMPONENT Hi6 SLMPSON FL 1$23 12130/2005 STRUCTURAL. COMPONENT MT512 51MP50N FL 47�4 10/03/2005 5T`RUGTUt�AL COMPONENT MTS76 SIMPSON FL �Ei$ !O/03/2005 STRtdG'fURAL- COMPONENT MT520 SIMPSaN FL 474 10/03/2005 STRUCTURAL GOMPON�iT HT516 SIMPSON FC 53b 10/03/2005 STRUCTURAL COMPONENT �€T520 51MF'S0N FL 538 10/03f20D5 STi�UGTURAC COMPONENT SPl SIMPSaN FL 4i$ I0/03/2005 STRUG"fUt�AL COMPONENT �a�'2 5EM1'S0N 3"L 4`3$ EO/0312a05 STRUCTURAL COMPONENT SF'4 51MP50N FL 4"{4 10/03/2005 STRUCTURAL COMPONENT 5Pb 5IMP50N FL $z$ 10/0312005 STRUGTUI�AL COMPONENT S5P SIMPSON FL 1423 12%30/2005 57T�UCTURAL COMPONENT DSP SIMPSON FL 1423 12130/2005 STRUCTURAL COMPONENT A23 51MPSCIN FL 4-1$ 13/03/2005 STRUCTURAL COMPONENT A35 51MP50N FL 4i$ 10l03/2005 STRUCTURAL COMPONENT L7P4 SIMPSON FL 4�€4 10103/2005 STRUCTURAL COMPONENT LGr2 5IMP50N FL I$23 12J30I2305 STRUGTfJRAL GOh'1fi='ONENT M6T 5EMP50N FL 1423 12130/20D5 STRUCTURAL COMPONENT €-tCT2 5€MP50N FL 4�$ ID103/20CJ5 STRUCTURAL COMPONENT 1-EC�T3 SIMPSON FL 4"1$ E0/03/2005 STRUG'iURAL COMPONENT HGT4 51MP5f?N FL 4�E4 10103/2005 STRUCTURAL COMPONENT L5TAI2 SIMPSON FL laal a21E8/2D06 STRUGiURA1. COMPONENT LSTA!'7 51MF50N FL Ed01 02/k8/200b STRUCTURAL COMPONENT L5TA18 SIMPSON FL lap€ 02lE812006 STRUCTURAL GOMPpNENT L5TA2$ SfMf'S0N FL Ig01 02/18/200b STi�IJGTURAL., COMPONENT L5TA30 SIMPSON FL iQOI 02l18I2006 STRUGTU12A3_ COMPONENT LSTA36 51MP50N FL €eTOi 02II8I200b STRUCTURAL COMPONENT L5TI4�# SIMPSON FL 4i4 E0/03/2005 STRUCTURAL COMPONENT M5TG25 51MP50N FL $`f4 €0/03/2035 9TRUGTUf2AL COMPONENT M5TG40 SIMPSON FL la0! 02/18/2006 STRUCTURAL COMPONENT M5TG52 SIMPSON FL 1c€OE 0211812006 STRUCTURAL COMPONENT MSTGbb SIMPSON FL (a01 02/i°�/2OOb STRUGlI1RAL. GOMPONEN"r MSTG78 !SIMPSON FL 190! 02!!b/2DOb PRODUCT GATE -DORY HANGERS SIMPSON STRUCTURAL COMPONENT` HU52b 5EMP50N FC �4•-fQ� EO/a3/2005 STRUCTURAL COMPONENT HU52b-2 51 MP50N FL $74 10l03/2005 STRUCTURAL GQMPpNI*P1T HU52S SIMPSaN FL hi4 10/C23/2D05 STRUCTURAL COMPONENT HU528-2 51MPSON FL 474 10/03/2005 STf2UGTURAL COMPONENT HU5210 5!1`'IP`aON FL $"74 f0/03/20P5 5TRUGTURAi.. COMPONENT HU5210-2 SIMPSON FL 4��$ !O/03/2005 STE�UGTURAL COMPONENT I-E6U526 SIMPSON FL $`t4 10/03/2005 STRUCTURAL COMPONENT +kC-�iJ5.26-2 SIMPSON FL 4�4 E0/03/2005 STRUCTURAL COMPONENT HGU528 51MP50N FL 4i4 10103/2005 STRUCTURAL COMPONENT _ HC7iJ528-2 SIMPSON FL 4 PRODUCT GA7EC-DORY .4NG++OR SYSTEMS SIMPSON STRUCTURAL COMPONENT WEDS ANCHORS 54MP50N FL 402 10l0I/2005 STRUGTURAI._ COMPONENT SLEEVE ANCHORS 5EMP50N FL 402 10I0I/2005 STf.'UGTiJRAI_ COMPONENT DROP IN ANCHORS SIMPSON FL �4G2 i0/0I/2005 STRUGT'URAL COMPONENT THD TETEN HP SIMPSON FL 2304 04-/ab12006 STRUCTURAL COMPONENT TTN TITEN SCREW _ SIMPSON FL 2355 04/30120ab PRODUCT GATEGpRY CHEMICAL TIES 51MP'jON STRUCTURAL COMPONENT SET EPDXY 5EMP50N FL $02 1C7/OE1200a STRUGTUI2AL COMPONENT ET Ei'OXY SIMPSON FL $t?2 E0101/2005 STRUGTURAI_. COMPONENT AT ACRYLIC -TILE ADHESIVE 51Mi:'S,'JJN FL 230$ 04/06I200b PRODUCT CATEGORY CONNECTORS (WaOD1 USP STRUCTURAL COMPONENT RTI`T U5P FL 8i6 i0/31l20p5 STRUCTURAL COMPONENT RT'20 fY.�P FL 81b EO/31/2005 STRUGTU�AL. COMPONENT i�Tl6 USP FL .51b 10/31/2005 5Ti2UGi-URAL_ COMPONENT RTib-2 U5f �L 8E6 ]O/3E/2005 STRUCTURAL COMPONENT MTWf2 USP FL 820 t0/3k/2005 STRUCTURAL COMPONENT MTW16 U5P FL 820 10l31/20D5 Si'RUGTUI?AL COMPONENT MTW18 USP FL 820 IO/3i/2005 STRUGTURAI_ COMPONENT E•+TWlb U5P FL &20 10li/2005 STRUCTURAL COMPONENT HT t^120 UGP FC 820 EQl3E/20U5 STRUCTURAL COMPONENT Si'T22 U5P' FL_ 8f"f €O/3i/200� STRUCTURAL COMPONENT 5i'T2�F U5P FL bE�f i0/31/2005 STRUCTURAL COMPONENT 5PT4 U5P 1^L 821 1013!/2005 STRUCTURAL COMPONENT Serb A3 U5P FL 821 EO/31/2005 STRUCTURAL COMPONENT USP FL �20 13!'3f120a5 aTRUG`NRAL COMPONENT A3�(- U5�' FL £'ilb 1013k12aD5 57RUGTURAL COMPONENT MIa4F U5P FL �21 Ial31I2005 STRUCTURAL COMPONENT L5TAE2 USP FL 81b l0/31/2oa5 STRUG-FIJRAL GQMl�Ot11=NT L5T,4E5 USP FL 8E6 E013E/20D5 STRUCTURAL COMPONENT L.STAEB U5P FL 8fb ED/3E/2005 57RUGTURAL COMPONENT L5TA2$ U5P FL bE6 10/31/2005 STRUCTURAL G'?MPONENT LSTAaD USP FL £'ilb 1D/31/2405 STRUCTURAL COMPONENT L5TA36 U5P FL 81b 10l31J2005 STRUCTURAL COMPONENT M5TG40 U5P FL 81'i 10/31f2005 STf°2UGTURAI_ COMPONENT MSTG52 U5P )^L 8I�€ IOi3Ei2305 STRUCTURAL COMPONENT M5TG66 USP FL bl� _ 13!31/2005 STRUCTURAL COMPONENT MSTG"78 USP FL 81�F f0/31/2Q05 STRUCTURAL.. COMPONENT KGG44 UGP I~L 822 ldl3l12005 PRODUCT GA"iEGai2Y MA50NRY HANC-7ER`� U51' 5TRUGTURAL COMPONENT NFM U5�' FL 5"T8 10/Oq/2005 PRODUCT CATEGORY SUB G/�7�C-CO�'_Y MANUFACTURER FL # >wXP1RAT10N DATE STRItG"€1!}2AL COMPONENT CONCRETE LINTEL CAST G€2?=TE FL 15� O�{II8/2005 STRUCTURAL COMPONENT GONGRET� LINTEL LOTT'S FL 1441 03/I €/20a6 STRUCTURAL COMPONENT CONCRETE LINTEL WFlKIWA FL 141� 03/11/200b STRUCTURAL COMPONENT GONG3�TE LINTEL GOMMEi2GIAL FL IT74 03/32/200b STRUCTURAL COMPONENT CONCRETE LINTEL MARION MA50NRY FL 2155 03/2�t/200b PRODUCT CATEGORY 5Uf3 GAT'EL' RY MANUFAGTUf�R F1- # EXPIRATION LATE f200FIN6 ASPHALT 5r€EN6LE5 GAF Materiai5 Gor. FL !&3 Oa/30/2005 i20aFENG ASPHALT SHINGLES CERTAIN TEED CORPORATION FL 250 _ O�ii24/2305 ROOFIN+S ROOFING TILES MONi�L. LIFE TILi� FL 560 II/O�i-/2005 ROOFING CEMENTS-ADHE5iVE5-GOATENCS TROPICAL ASPE+ALT PROD CORP FL 1483 OI/O6/200b ROOFING UNDERLAYMENTS TAMKO ROOFiNC-� PRODUCTS, INC FL €�t$4 02I€Ol230b ROOFING CEMENTS-Al�f•E3W51�1E5-GOATENGS TAMKO ?�00{=1N0 PRODUCTS, INC, FL 14T�i 01106/2006 ROOFING ROOFINC-7 FASTENERS SL��P t�ROD_UGTS FL 22�iE 04/0512aOb STRUCTURAL COMPONENT DECK--tZOOF E?dCLIrRT, INC i^1.. 226b O�F/i3I2006 PRODUCT GATEc"-DORY SUB GATECO�:Y MANUFAG?URER FL � EXPIRATION DATE STRUCTURAL COMPONENT ENCIN�RED LUM£3ER iRUS .IOEST FL E630 02/13/200b STRUG"1'Ui2AL. COMPONENT ENGENEERI=-D LUMBER i3aE5i ENC-�. WOOi7 'ROD. FL fb44 03/E2/200b 5T12UGTURAL COMPONENT E1�lOIN1=Ei2E.D LUMB)=R 8015E EN6. HOOD i='ROi�. FL 1645 C�3112J2006 PRODUCT GATEC�ORY 5E1B GATEC73RY MANUFACTURER 1` L # EXPIRATION DATE ROOF VENTILATORS 5oFF1T5 KAYGAN Lib ^ FL i�i65 04-/05/20db ROOF VENTILATORS 501^FETS KAYGAN LTD FL 114b �E2I(`N1200'j i200F VENTELATORS 50FFIT5 GANtERON A51_1-fLEY I�UILDING FL 40b 11I2$/23D5 OTHER MODIFIED I»317t1NEEN Gi~RTAIN "f�D CORP-ROaF3N6 FL 4-T�i la/02/200'? OTHER T"(YC-K t-10i151r WR f�P D13�'ONT FL 21$5 Pi=ND I NG OTHER GLA55 >3LOGK 1='dTTSBURC-�E GORNINC•� CORP FL 250 O�i/2$/2005 i �C-