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HomeMy WebLinkAbout36035 SHADY BLUFF LP I� �� � __ - _ I � �+ � �. I n i k Plan"R'eview Comments---Single Famil�Residences � �, I � �1.. ' �F:F:E. sha11 be.a�minimum 8" above road elevation or#o the engineered site � plan. � � .2. � Tie-in survey required bef.ore pre-slab inspec�ion�#o show elevation. 3. � Compaction�test required if.24" of ftll is brought in at any one�place. �4. � All setbacks shall be met, 5. � All appliances shal! be protected from car impact in garage. 6, i Return air in all6edrooms. F.B.C.�M1620.4 "T. ., Ground mounted A!C units sha!! be anchored per F.B.C,�M1307.3.1 8. � Lot shall be graded as�to comply wifh 401.3 of the F:B.C. 9. ; Drainage Plan Requirements must be made: Ordinance#974-07 Section 6. , 10�. Smoke alarms�to be installed per cade 313.1 of the F.B.C. 11��. All glazing requirernen#s to be�met per cade 3Q8.4 of the F.B.C. 12�. All means of egress are to be per code 311 of the F.B:C. 13�. R.O.W. use permit required for ail driveways, .� , '1 , �I � , I F.F,E. — Finished Floor Elevation , F.B.C. — Florida Building Code R.Q. �iiV.- Right Of Way � . , i � � � i ; I � � � I ' . � � ��.�ll�� ��c�'� �"��� � � � ��`����� ����-'d����� � ( �t��e �.� i ���� �3��,��6����_y�...�--� , � � i i ; ,i �.��='� � '" � � ��?��1.,��z��.I�:S�I�1i.L CO���.Y 1�'l��-�t�T��T� � i � � Pi�VA1LT�IG CODES,F������r������'�#.� ( CODE,�NATIQNAL�L�C�f'���������� I � � �:�TY OF�EPHYRHIL�.�Q������'� � � , F I - ' ' . ;�- , ;� � � ,� � i ; � , i � i � - � � • . IFi iriiie S 5439 Beaumont Center Blvd. Suite 1050 Tampa, Florida 33634 (813) 885-7744 DRAWING INDEX SHEET NO. DRAWING TITLE IV' COVER AND INDEX A I FOUNDATION PLAN A2 FLOOR PLAN-FIRST FLOOR A2a FLOOR PLAN-SECOND FLOOR A3d FRONT ELEVATION-'A' A4d SIDE REAR ELEVATIONS-'A' AD I INTERIOR ELEVATIONS ELEVATION 'D' a 4—BEDROOM / 2.5—BATHS / 2-CAR GARAGE O52PLAN # f0625 PLAN OL1 IONS O54 PLAN OPTIONS OS4 PLAN OPTIONS S STRUCTURAL DETAIL SHEETS D DOOR SCHEDULES, DETAILS$INSTALLATIONS W WINDOW SCHEDULES DETAILS$INSTALLATIONS R ROOF SHINGLE INSTALLATIONS IN SOFFIT$SIDING INSTALLATIONS REVIEW DATE CITY OF ZEPHHILLS IYMA PLANS EXAMNERL .... AREA TABULATION TABLE (IN SQ. FT.) LIVING COVERED GARAGE PATIO TOTAL AREA AREA ENTRY UNDER ROOF WHETSTONE 2045 128 430 110 2603 ISSUE HISTORY NO. DATE VER DBWN DE5CRIPTION' APPVD ENGINEERING & TESTING, INC. , �� ,1 „ ` -�--' / I` 07115/05 RECEIVED FROM TRUSS COMPANY MC t�, ,V tt3 ht !\�f t ill ri '\1 � �-'�iLLl� ✓_ 08/29/05 RECEIVED FROM ENGINEER MC l j n - 05/24/06 ELEVATION'E'ADDITION MC 2004 53rd Avenue East - `' Ll�l 05/24/06 ADDED9'ELEVATION E ADDRIONAL CORRECTIONS l IjAL t l I i��L 05/3 U06 4-1 YNR ENGNEERING REVIEW OLC �. �: '- 3 -j am 1T ���'.:� I ♦ 05,67/06 5.0 MV VS-0 ENGINEERING CHANGE 5N Bradenton, Florida 34203 PLAN NO. f025 5 0 € ' 09/2710! .O-6-I TW PLAN REVI510N-SEE DOGS 5N Phone: (941) 727-1138 VERSION NO. 5.0G. I W DATE: 1 0/04/07 E f-- SVR Lot 2 Bloc OPfIONALCOVE LANG ?AFF§§NOF �a PKf,.5 40'-9 FOR DEra ❑CH 13'-4' I I-C' 15-8' OTT. E5. 00 r ___ f M M X5 .EffT J 1 L 051 0,�N 1 I d'G n 15S. .p d ` o I SEE SNEET B/AD2 8' 3'-8' 2'-4' 3'-4' 5'-I• 5-I I' 4'-0' AIC COND.O r' CONC.PAD I b m p SIZE BY MFR I D -- � P I _ AFF // \IF -------- --------- l ■ ■ t,U1L, r_ i52 ice_•i�i �CJ7 5I' p.iq. - b , )dT ES STANDY IN MASTER 154255 NT5.sz �15 APPLIES. 1 ` F_ N T 14 4-I C' o m nB I j `� 0" 1 1 L __ N I I7-5' ` '' / �`� �;� • a ■ I DENOTES WINDOW AND DOOR 1 1 8'k8 COOP'-12 m LOCATIONS,TYPICAL i �---i 1�&. �i WI(I)#5 REBAR j In ₹? 1 COM i N M ALL STEEL REINFORCEMENT 588)1 HAVE (i 1 r i II '4 ili SHOWER I 'n Tn I A MINIMUMCONCRETE COVERAG V E "+ I RECESS CD WHEN IN CONTACT WITH EARTH i STUDER ENTS ARE TO , 1 1 III BE USED N THE Ili ; __7�r,�- i MASTER BATH VANITIES 1 p. ■ ■ i ELEV:(Y-0"REF 3j'FIBER ME511 CONC.SLAB OVER 52 "' i:/ :,_, in j 24"x24k l 2/2 CONC. 30'x30k l 2'D CONC. 77�� '+ 1 A G MIL.VAPOR BARRIER ON CLEAN 1 1; r I v i `r - > O FTG.W/(5)#5 REBARS FTG.WI(5)#s REBARS K . OP sz TERMITE TREATED GRANULAR FILL b i a Z I EACH WAV EACH WAY I r-�- "{ �� r -' ' ` is o ■ , s2 COMPACTED TO 95%MODIFIED • I 1 -FO ■ I r i ` O r PROCTOR PER ASTM DI557. F� " ' x i 'WH { Ili , t_�.-!i `__�I rri ice_ _— —J I — III I �.e 1 ■FTG.WI(5)#5 REBARS FTG (5)#5 KEBABS K �' OPTIONAL LAUNDRYTUB I MR i SEE SHEET&054 FOR , KDR ;DETAILS. I rlI O O' mL.�_ i ❑CHECK IF THISI OR.AM FM. j L____ _ 1 v iOPT.APPLIES. 1 ■ 1 Nr + J i - I2' 1 G._I. 1. i ■■ ■ ■ ■ I ■ .'vTFF ≥ i AFF O 52 -----� - I F ■ _ _ ' S Z m 1 ' t L' 1 I ■ I' ' ' -- i ------52------- I m L--- ------ ---'' 5 f 1 ■ , m 24'k24'x 16'D CONC. G. B I'- I 6'-I' I°DEEP CONTROL JOINT I Z W//3)85428815 EACH WAY b -3 2' i 5AWCUT WITHIN 12 HOURS O 52 -'--- ro , OF CONCRETE PLACEMENT—! b < ■ r v , b I - o in � 1 I] m - 1 I S� m l ■ Z 24':24"x 16'D CONC,ITS.W! B "�I u Y, HB ■ ■ (3)#5 REBAR5 EACH WAY 92 7'4' _ O 6 lD 52 1 a l lD u 1 24• 8'-4' V-5' 16'5• O O 04 > O . I'-8' 16,_0' I'-8" D DO NOT INSTALL PLUMBING VENT PIPES 2'OR GREATER 12'-4' 8'-4' 19'-4' IN MA5ONRY WALIS - f. .. .:..�- Z ISSUE HISTORY 40-C' z o NO. DATE VER DRBWN DESCRIPTION' APPVD ELEVATION - #A' I41 LLI Z 07/19/05 RECEIVED FROM TRUSS COMPANY MC 1 w < K - 08/29/05 RECEIVED FROM ENGINEER MC - 05/24/06 ELEVATION'S'ADDITION MC / i Q 05/24/06 ADDED'C ELEVATION#ADDITIONAL CORRECTIONS p ° 05/31/06 4.1 YNR ENGNEERING REVIEW OLC SHEET NO. z 09/07/05 5.0 MV V5.0 ENGINEERING CHANGE 5N f a NOTE:A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE r y„ i � ,� ■ { =�L.Ur, �//u o9rz7ro7 .o-G.I W PAN REv1s1oN sEE Dots 5N SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE OR,ALL #ir.(V /L_1l i�!/ iV�i ^ 1 PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM ENA MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. I xl7: I/8" 1-0" A SCALE:24x36: I/4"=1'-0" I = ' d GENERAL STRUCTURAL NOTES WALL TYPE LEGEND 40 Om O (2)2x 12/2 5YP NAILED/(2)ROWS OF I Od NAILS® 12'O.C.STAGGERED. INDICATE5(I)R5 REBAR IN CONCRETE FILLED CELL o Q "t OB (2)2x 1012 5YP NAILED x4(2)ROWS OF I Od NAILS(� CONTINUOUS FROM N OARED LANAI ALB w J PATIO L PKG. hbs 8 V 12'O.C.STAGGERED. FOOTING TO KNOCK-OUT FORD FOR W _ (" LINTEL OW) ECK IF THIS I I x I O THIS "/EA8oAB INDICATES SHEAR WALL PT.APPLIES. I .IPPUE5. I SEE SHEET E/AD2 4'-0' 5'-8' 1 2'-8' 4'-4' __ Q P/C CONE.Ohi I INDICATES INTERIOR FRAMED 9 CONC.PAD I IA45H .- NON BEARING SIZE 8Y MFR I WALL Q 6'-8'nD NT O2 iX SHADED AREA INDICATES CLG @ T-8 •ri A/C I ZO �•y9 AD3 / —__ INDICATES FRAMED BEARING WALL w¢ COMP 2 @ 4 2 / O (2)25 5n ¢ O�I CLG. 5 6'$"HD HT o ___ T�i____'_A_F.F.________ c .. _ ■ ■ ■ ■ tb N POOL/ __ ________EGRESS____________ N .- p FAMILY/KITCHEN O I POWDE cflF� ° I o 19x11' }_ ________ ___________� 1 �„^ Q CLG.@ 8'-8 APP. BATH l ICJ o N CLG.B 8-8' QO 19 B'-8' r LIVING ROOM I 56 i b I N MASTER SUITE O OPTIONAL IAUNORY r = A CONi1NUt)US i ^'1 12'-6'x 13'-8' i 16'-Tx 19 ------- I A A _ M b TUB.SEE SHEET&OS O _J i r TRAY CEILING r - 255H WINDOW COMES STAND CLG.gT B'$'A.F.f. cn FOR DETAll5. 1 AD 2868 i i i WITF IONAL BAY IN MASTER CHECK IF THIS I C 1 i BEDR EET EGRE55 'C7 OPT.APPLIES. DG �� ---_- 12'- F"' 6'-I I' 3'-8' 2'-0' I i T-O' T-8' i I CK IF THIS APPLIES. a O3 6x6 LVL POST _ r ____ _ w K NEEWALL TO 36' SEE D/AD3 N ,�o Ti -- i _ I I I 56 I ■-U 0 I AFF W/Ix8 WD CAP: FOR DETAILS �p ,�. I 2668 A C7 I BEE FROM ELEVATION FOR EASE EDGES in - _ - PANTRY 4nNDOW5 THIS LOCATION FOYER A ARCHED OPNG N C (4)SnEIF �D7PTIG PKT A W I r.l I A.F.F. ■ A m'•• O v b O 2'-4' I O'-0' 4 b F 56 I i �' A N SAD R 42'x60' o A DINING ROOM I GARDEN m FRONT PORCH m 3068 M L DR 66 b I u HRT1 W..C. ATH TUB w W/(2)12'5.L. CLG.@ 8$A.F.F. 0 I4 I r r A.F.F. ■ O 4? V s 0 N --- -- VOL - b n a �_ ■ 1-1—I-■■ CLG. VOLUME i ■ I - M V m O 9'-0' j'-4' O W-O' II s I V '0 172 t 3'-8' .'.2° 5'-0' 1 a- I I _ ;r I STORAGE r )R t 5 =fi i 09 O ( I rALT NC x I Lp I 2868_ I r LOCAT 01�r AD3 `i I B — I • 53 TYP. I I AM WH (�''� 0 321 LIVING ROOM ' oPT.5W5 UA)5I N OPTIONAL 1 NTRY I fF.9t 5R RT AK}51 > O w 12'-4' 8'-4' I'-8' CLG'@8'-&AF.F. OR DETAI5 X54 it --�G / I POR K 7'!83 _ r ❑CHECK IF THIS Ir < OPT.APRif5. (7 ELEVATIONS — 'B', 'C', 'D'& 'E' 3 I OTT APPDEs ' ._ J 6x6 LVL P05T L `�a C a O x6 KNEEWALLTO 3S SEE DIAD3 2 w IAFFW/I xTWD CAP. FOAL E --- -- - (2)25 5H KH EASE EDGESLL N _ FOYER LL a �gIrCLThIaOX IF I CLG.Q B'-8' b S VI_IMF uES m m O4 .F.F. N L 1� 3 :t 01 3068 MTL DR A W 0 3 n U b n i,-0, w(z)I2'5.L. B 2-CAR GARA E O 6'-4' I8'x 22' I— J - Q IL g > ENTRY r -4-11111111111 CLG. VOLUME i U) i H3 LL i 3 A i CAST-CRETE LINTELS OR EQUIVALENT AD3 N e rP O O I G'x T OVERHEAD GARAGE DOOR O U5E 3000 P51 FINE GROUT(3/8' O -j 3z PaNEts vn-n uTEs AGGREGATE MAX.)WHEN 8F24-0B 8F24-I B 8"KNOCK-OUT BLOCK, GROUTING BOND BEAMS E 2-4' 8-4 I-8 n-8 CONC.FILLED, PRECAST UNITS. W!(I)#5,TYP 4(YO'8FIG-0B 8FIG-ID # v 8"BLOCK, ELEVATION - 'A' a o �" CONC.FILLED,TYP s to 8 PRECAST 7} "� 0 ISSUE HISTORY BFB IB , ATE -- ts- t L 1 ` ,., NO. DATE VER DPW DESCRIPTION' APPVD - QDGI��yp �p t g 3 °�+ - `lyL,I �l�\L s. .r'yNl J:1 i5L iT L/Y,,.J ! 'I i Z a) F z_ T - 08/29/05 RECEIVED FROM ENGINEER MC � •�-L!L U 05/24/06 ELEVATION'S'ADDITION MC i �,' T I \ .'7\ 0 05/24/06 ADDED'E'ELEVATION t ADDITIONAL CORRECTIONS 05/31/06 4.1 YNR ENGNEFRING REVIEW 09) 0 O 0 O O SHEET NO. 09/07/06 5.0 MV V5.0 ENGINEERING CHANGE 5N E� ° °9'2707 .0-N I W PLAN REVISION SEEDOCS 5N LINTEL TYPES / SECTIONS `' NOTE:ALL PLUMBING,ELECTRICAL AND MECHANICAL RRST F A _ SCALE. N.T.S. ROUGH-INS MUST BE COMPLETE,INSPECTED AND APPROVED ,/•�`L BEFORE REQUESTING THE FRAMING INSPECTION. SCALE:24x30: I/4"=1'-0' I Ix 17: 118=1-0' o SVR Lot 2 Bloc Vaoo��� OPTIONAL B OOM 3 OPTIONAL g LOFT OPTIONAL BEDROOM 3 OPfI DORMER N LOFT DO TNT SEE SHEET PKG.SEE 5 3 TO DORMER PKG.SEE SHEET ---------. PKG.5 A1053 TO ETAIL5. DETAILS. 3/052 RDETAILS. DET 00 ❑ ITS OPT. ❑CHE THIS OPT. ECK If THIS OPT. ❑CH IF TFJS OPT, M-+ E5. APPLIF5. APPLIES. Iii N.--+ / ` `40-0 I I40-0 I:JL1 1 r-- ---1 :JL1 I r-- —_— I in Fi ILOFT (I)R45 (1)R45 A LOFT (1)Rt5 (1)R<5 o r S RAGE WALK-IN r S RAGE WALK-IN cLc.g 8'o w5 oPE - --SET -OSET �o — aG.g e'a w5LOPE C SET OSET ° CEIUNG UNE m C O CL CEIUNG UNEfl O CL -- - _ -_-___--__---___-______ -____-_ _ ___ I O'-8' BEDROOM 3 m P668 BEDROOM 3 m 2668 BF 13'-4'x 10-8' 1 22k36'CLG. 13'-4'x I d$' 1 22k36'C16. CLG. 8'-0'W5LOPE m 1 ACCESS ---'n CLG.g 8'-0'W/5LOPE o 1 ACCESS --- mi � g Ix I � b m� Iz xl � o ii H v �ax � i1 1i N v WW 11x� 1 CHASE FORtIt L�i_� i b "' ry CHASE F N DRYER.V� 2868 AE B 1 B BEDROOM 2 w m B BEDROOM 2 w ° ~ N i AD H o CLG.g 8'-0'W5LOPE "' oY 2 b CLG.g 8'-0'W5LOPE m W CLG.g 8'-0' N 3 �`-'+ CLG.@ 8'-0' W5LOPE W5LOPE G'-O' 12'-10' 2'5' 3'I t [t3'-6' 12-10' BEDROOM4 BEDROOM 4 f�*' � IT 13'-0'x Id-4° - i } - CEILING UNE IT 13 O 10-4' _ T CEILING LINE LC)( 8-CC W/SLO) TT NC' FRAME DOWN ___________ ______________ _____ ___ _ ___CLG.g 8'-0'WCLOPE _Aj CEILNG FOR l cR CEIUNG FOR %ti l 14 A/C SUPPLY , N Ac I4"A/C SUPPLY L _ _ N Ac I > zI i o I I I 4D L J ; 40 O 32/2511 3212511 1 3 �q�DlJi OPTIONAL BEDROOM 4 i i CC G DORMER PKG.SEE SHEET In 1 I A1052 FOR DETAILS. I I w ' 40'-0' ❑CHECK IF Tt115 OFT. I AFPUE5. I I = 40'-0' I C G 0 o J ' ; 1 O i W O r — L-- -------- ---OUTLINE OF ELEVATION'N,C,YY 4 P BELOW i OUTLINE Of ELEVATION'A'BELOW u- •�'E }aOa I I 1 u) I I i i L__________________________________________________J e� ... L--------------------------------------------------J ' E I EW DATEg CITY OF ZEPHYRHILLS XA€ E S 1NE o ELEVATIONS - 'B', 'C', 'D' & 'E' PLANS ' ------------ ELEVATION - 'A' ° LL o GENERAL STRUCTURAL NOTES WALL TYPE LEGEND N o o Oq (2)2V 212 SUP NAILED vd(2)ROWS OF I Od NAILS N INDICATES(I))AS REBAR IN L O 12'O.C.STAGGERED. CONCRETE TILLED CELL D OB (2)2x 1012 5YF NAILED w/(2)ROWS OF I Od NAILS @ CONTINUOUS FROM ) 12'0.STAGGERED i. 4 FOOTING TO KNOCK-OUT LINTEL(TYP t� 4 t 1 I t 1 1, ZO ISSUE HISTORY NDICATESSIIEARWAI T Z O w BY ° NO. DATE VER DRWN DESCRIPTION' APPVD r t / Z 1. rI. I i t )1 .. � � !j r Z 07/19/05 RECEIVED FROM TRUSS COMPANY MC INDICATES INTERIOR FRAMED ��) g NON BEARING WALL i I i=�, Q. > Q. } - 08/29/05 RECEIVED FROM ENGINEER MG SHADED AREA INDICATES t, C'+. -. '[ y n - 05/24/06 ELEVATION'S'ADDITION MG CLG.@ 7$' L Q 05/24/06 ADDED F ELEVATION f ADDITIONAL CORRECTIONS INDICATES FRAMED Ar 05/31/06 4.1 YNR ENGNEERING REVIEW OLC BEARING WALL - _ SHEET NO. 09/07!06 5.0 MV V5.0 ENGINEERING CHANGE SN SECOND Q 09/27!07 .0-6.1 W PLAN REVISION-SEE DOCS SN NOTE:ALL PLUMBING,ELECTRICAL AND MECHANICAL FLOOR. PLAN i SEC OND ROUGH-INS MUST BE COMPLETE,INSPECTED AND APPROVED A2 a BEFORE REQUEST)NG THE FRAMING INSPECTION. SCALE:24x36: 1/4'=1'-0' I)o)7- I/8'=I'-0' k SVR Lot 2 Bloc 3-114'x 1/4"TAPCONS 2 x&w/(4)I Od TOE @ 8'O.C.STARTING NAILS @ EACH END 'no ,c4 2°FROM EACH EDGE TYP. � J 2x8 PTSYP@ (1)ROW OF K.O BLOCK A PERIMETER TYP. 00 ABOVE LINTEL s6 c,M_, M� .o �v _ oO� � C 2._6. / IT I I I I I I ' ) b �_5MOOTt1 TD(TURED WINDOW ARCS TOP WINDOW WIN DO FIN15N —�� (1)51MP50N A35 2 @ EACH 90 DEGREE I OPEN fI O w WINDOW OPENING FRAMING INTERSECTION w/8d NAILS,TSP. C7 DORMER DESIGN zx85YP GUT INTO 7/16°APA RATED SHEATHING. BANDING 4'LENGTHS BETWEEN SHEATHING ATTACH TO LATERAL FRAMING i-�i-i 12 SCALE:24x36: I'=1-0' w/(2)10d NAILS EACH SIDE,TYP. w/I0d NAILS AT 3'O.C. ALL BANDING TO BE SCORE CUT, 1/2" I !x 17: 1/2"=1'-O" WIDE x 1/4"DEEP WITH W SMOOTH FINISH INSIDE SCORE LINES, A FRONT WINDOW FRAMING DETAIL UNLESS BOX BELOW IS CHECKED. SCALE:N.T.5. LII WHEN BOX IS CHECKED, REFER TO RAISED BANDING CUT SHEETS. N +39.! +39.1 -42.4 -42.4 m N RIDGE VENT ( ..... ..� .. ., ,-,- - DENOTE5 DESIGN WIND PRE55URE5 m .. ... _ ._... ..... .... ..... .... _ FOR COMPONENTS AND CLADDING � N 12 ... ... .:. .. 12 SEE DORMER DESIGN, - � sESISSIIEET B 2nd FLOOR CLG HT - " ' _ TI 2rn FLOOR CLG nT Q I ______ ri i .. GENERAL NOTES: / sHIN LE5,TYPICA ELEVATION L L o ' .. I _ .. I STUCCO:1Ri - - - "2. 926.TYPICAL H APPLIED PER ASTM C I II III b 0 5MDOTH TEXTURED j .... -.... _ . .. .. \ I b BAND GOTH TEXTURED STUCCO OVER t BAND.EXTEND 2'PAST �, o V WNDOW ON BOTH - A5T C 92GT STUCCO FINISH APPLIED PER - - - - - I ASTM C 926,TYPICAL T I / f `OAT PINEAPPL NEDA'�LION d _ _.. _ _ _ .. — I OVERHANGS: •rl g 12"TYPICAL.EXCEPT 6'®GABLES. r a VIN L CORNER TRIV TAILCUT5:SQUARE, Z j 6°ALUMINUM FASCIA. .. .. -. .' - 6' U.O.N. n.- TYPICAL - ... F m J '>- TOP OE MASONRY \'� �� — - — TOP OF MASONRY o W 1 4'SMOOTH io GARAGEADR.OPENING ROOF VENT INFO. ILL ' TEXTURED BAND, ❑❑ ❑ ❑❑ (MIN ' TYPICAL zi INDICATES l OF JUNCT'ON - Q Q . _ ❑ ❑ ❑ ❑ BOX.00ATI T.FOR OPT. a TYPE QUANTITY LIN ET COACH UGHt.TYPE. N O � 36'PORCH � OFF RIDGE VE: O O RAILING,TPICAL TEXTURED STUCCO a Tc) TT PICAL H �� �� �_ ❑ ____—_. J OSH,T`.?ICAL. C° 4 Z D TEXTURED BAND, O ISSUE HISTORY ,�„�^ ` o 07/19/05 RECEIVED FROM TRUSS COMPANY MC 16'x 7'OVERHEAD GARAGE DOOR PUNISH GRADE f W Q Of ' 25 5ry25 SH I TEST 5H MULLED 3068 MTL DR W/(2)12'S.L d d 08/29/05 RECEIVED FROM ENGINEER MC +35.2 W/6"SMOOTH TEXTURED BAND W/6'SMOOTH TEXTURED BAND +35.9 32 PANELS WTH UTES +329 n - 05/24/06 ELEVATION'S'ADDITION MC _ -38.6 'sEE DETAIL A rHls sHEET FOR FRAMING -39.4 05/24/06 ADDED'E'ELEVATION 4 ADDITIONAL CORRECTIONS ENTRY DOOR 5TYL E MAY VARY. -36'9 if 05/31/06 4.1 YNR ENGNEERJNG REVIEW OLC SEE SELECTIONS POP,ACTUAL DESIGN ...;ti 7 SHEET NO. 09/07/06 5.0 MV V5.0 ENGINEERING CHANGE SN FRONT � ,u n � 09/27/07 .O-6.I TW PLAN REVISION10N-5 SEE DOGS SN A3dSCALE:24x36:3/8"=!'-O" I I x 17:3/16"=I'-O'T 2nd FLOOR CLG Hf ii �� /i FIBERGL 55 I I1 #1 ` -I 11...�� 5HINGE5. ,. - , TmCAL C .... ��-I- G'AWMINUM ,,,, .::. ;;. ..._. _.., .. _. _ ,_ ., .,,.,,, FASCLA TYPICAL _ — _ _ _ _ T _ F - _ ... .. _.. _ Q b V VINYL CORNER 6' +39.1 TRIM,TYPICAL c-42.4 C -424-42.4 -- .- TOP OF MASONRY - --- L"' TEXTURED STUCCO [ni ihn n y FIN15H,MICAL 7 q niT _ REAR ELEVATION 0 2007 WINDWARD HOMES FIN.FLR(REF.) COMP L W n� � .Irc. FINLSH GRADE F'T� +3G.3 +38.0 +38.0 +39.1 +39.1 +39.1 -39.7 -41.5 RIDGU VENT -41.5 -42.4 -42.4 -42.4 12 -----------� U _-- 2M FLOOR QG t11 ---- APPROVED TAPE AT ALL SEAMS L!7 RIDGE VENT I OVER 5/8'PLYWOOD (\j 1 - G ALUMINUM FASCIA.TYPICAL b O � DENOTES DESIGN WIND PRESSURES �T F'BERGLA55 1 b FOR COMPONENTS AND CLADDING A� 5HINGLE5, Lp VINYL CORNER (P5F) ❑ J� D TYPICAL - - _ TRIM,TYPICAL TOP OF MA50NRY —-_ I ....=> TOP OF MASONRY N I . ,, ,, SCORE ALIGNED I-c. - +39.1 - Q a WIm GARAGE DR. P-^'.••." -42.4 OPENING -. I TEXTURED STUCCO ryll 11.`RMR;[D00R FINISH,TYPICAL, 4'SCORED # U.O.N.7 RIGHT ELEVATION Y BAND 2._0. .� - _il b i r FIN.FlR.(REF.) Q,007 MOM #. U) o LI__—_—_ 2000 W— Ka L m Q D FINISH GRADE Archn�ds,Irc. - - — O +39.1 +39.1 Q a R DGE VEN -42.4 -42.4 K00F VENT INFO. J •2 +39.1 8 IM N.) TYPE QUANTITY LINEAR FEET 3 -42.4 RIDGE VENT — 45 F ELEVATION GENERAL N01+5: w OFF RIDGE VENTS x r 2nd FLOOR CAL HT— _ I STUCCO: W _ _ Y ———— STUCC NL O FI 5H APPLIED FUR A5TM C 9 VIMT.5IDING OVER TYVEK' — — U) W/APPROVED TAPE AT ALL I RIDGE VENT a- 5EAM5 OVER 5/8'PLYWOOD 1 1 5TU CO OVE STUD FW SH APPLIED PER A5TM C 926,TYPICAL ,+ to r a O 6'ALUMINUM _ 1 1 j( 04 O '> FASCIA,TYPICAL `IBERGIf55 SHINGLF5, O V.. '�! TYPICAL OVERHANGS: t r O VIMT.CORNER N 12 --� 1 1 12'P'FICAL EXCEPT 6'Q GABIE5. '� J O p TRIM,TYPICAL 2TYP; TAILCUT5:5OUARE, 1 Lo TOP OF MASONRY _ _ i� TOP OF MASONRY ` Z ISSUE HISTORY SCOREA IGNED f a o 0 +39.1 DOWN WITH GARAGE DR. NO. DATE VER DESCRIPTION' APPVD % Z (- LLI o BY -42.4 —o OPENING F Z 07/19/05 RECEIVED FROM TRU55 COMPANY MC O- , O 0_ 08/29/05 RECEIVED FROM ENGINEER MC / `* / - n - 05!24/06 ELEVATION T ADDITION MC L �( 5' TEXTURED STUCCO do ro LEFT ELE �1 A ■ �g j,�'! .. � j( DT1t 1111 TT"CC.." 0 05/24/06 ADDED T'ELEVATION 4 ADDITIONAL CORRECTIONS FINISH,TYPICAL,U.O.N� 1 r 2'D SHEET NO. 05131/OG 4.1 YNR ENGNEERING REVIEW OLC m 36'H PORCH 4.5CORED ,.� 09/07/06 5.0 MV V5.0 ENGINEERING CHANGE SN RAILING BAND 9 Q 2007 WINDWARD HOMES y u © 09/27/07 .0-G.I TW PLAN REV1510N-SEE DOC5 5N ,� „ - - I _ 2000 Fu Koch S1pE & REAR ELEVA - - 'D' A4d - i ArchRects,lrc. `INISH GRADE +39.1 +39.1 +37.3 -42.4 -42.4 -40.7 5CALE:24x36: 1/4'=1'-0" IIx17: 1/8"=1'-0 1 - - Page is too large to OCR. SVR Lot 2 Bloc DISCONNECT " <� s X009 4"cD oIh L wP 22O °n ABOVE LEADING EDGE OF .fl STAIR TREAD m o� INSTALL 2x6 BLOCKLED EE I 2x6 NAILER W!(3)16d I_ N TRUSS HEELS FOR LEDGER NAILING RANGE m- 2x4 PRE ENGINEERED @ EA TRU55 TRD55E5 ELECTRICAL PLAN L__7 51MPSON HT520 HOLD DOWN 12 8k8'K.O.BLOCK 4 5TRAP AT EACH RAFTER 8'P.C. 5.5 (1 N'5 CONT. L LINTEL 7 Zvc�7, APF. L__ 13'4' LEADING EDGE OF -q. 4'-9 3/6' 6'-G 5/8' (a'-6 1/2'MIN) I-p STAIRTREAD '^ APP. PC LINTEL Mp TOP OF SHADED WALLS @ a-0'AFF Lrv�I" LJ - (1)A5 CONL 2'-61/16' 2'-6I/16'•6"ALUM. ELEVATION FASCIA 2 7 5/8' 0O H G 9 �y 6'-e'HD HT �� LEG. 2x44BEYCEILING Pp. �■ X99 STAIR RAILING DETAIL r r 16'WIDE SEAT h S,f. AD2 SCALE: GPO LINTEL W/ R-19 BATr A � "°0 (I6'A.F.F. h' F I x(7:3/8"=I'-0" II)#5 CONT. INSULATION O O C7 CLGA@F�' N --- ---------- --- ■ ■ m I � � FLOOR PLAN E ≥ O w ALUMINUM 511 WINDOW 3'4' I < E 0 4'-9 3/8' 8'-6 5/6' b•( w R O DRYWALL FIN. 2'-6 1/16' 3'-6 I/2' 2'-6 1/16' � o PRE-CAST WINDOW SEAT CONC.SILL 4' `_i // \\ ROUND,TYFICAL� 0 a / \ 1x2 CLEAR FIR Z r 1 OR POPLAR. T __ _ A.FT..`. _ _ ■ ■ ■ , , ■ ■ TYPICAL 1;2'DRYWALL, } 3 ----------J L------ Q D / / :. \\ \\ \ EXTEND HOUSE FOUNDATION PLAN FOOTING UNDER BAY Q e STAIR CAP SECTION N SECTION @ BAY WINDOW AD2 SCALE:24x26: I/2'=I'-0" I Ix17: I/4'=1'-0'U.O.N. AD2 SCALE:24x36: 11/2"=1'-0" EI'=I'-0' o O O 0SCALE:24x26: I°=1'-0' IIx 17: I/2°=I'-0" I I x 17:3/4"=1'-0" Lr) I A4(I H4 OR 34/2 SH): / 27-114'x50-5/8"H M.O.TYPICAL.(WINDOW W/ILP.T.BUCKS AND 1/4•SHIM F Z SPACE ALLOWANCE AT ALL(3)51D(5 TYP.)FOLLOW WINDOW MFRS O ISSUE HISTORY INSTALLATION INSTRUCTIONS. Z ° NO. DATE VOWDRWN DESCRIPTION' APPVD - (I) LLI F- - 07/19/05 l3Y RECEIVED FROM TRUSS COMPANY MC STAIR & �8.AY HIV I Z ' Z I - °6/29/05 RECEIVED FROM ENGINEER MC ° a > o a n - 05/24/06 ELEVATION'E'ADDITION MC -' ° 05/24/06 ADDED'E'ELEVATION 4 ADDITIONAL CORRECTIONS DETAILS 05/31/06 4.1 YNR ENGNEERING REVIEW OLC SHEET NO. 09/07/06 5.0 MV V5.0 ENGINEERING CHANGE SN SCALE:AS NOTED 09/27/07 .O-6.1 TW PLAN REVISION-SEE DOGS SN A I,A2 4 E I FOR INFORMATION 71 AD2NOTE:REFER TO SHEETS NOT SHOW HERE. SVR IocUND ON S B r SIMPSON HDI OA W(4) 2x6 TRU55 VERTICAL MEMBER(MIN.) o o R 4 0 7/8'0 THRU BOLTS W BP ... � 718'WASHERS.DO NOT - �<B BOLT THRU TRU55 PLATES. I • SEE TRUSS ENGINEERING FOR ALL TRUSS INFORMATION • 00 • 718'0 ATR COND.UNIT RI TRU55 BEARING TABLE A: r SEE FLOOR PLAN FASTENER LOCATION 3-1/2 THICK FRP i SCREWS CONCRETE SLAB SIZED PER c p� INVERTED 51MPSON HD OA UNIT SIZE PER SIDE ABC MFRS 5TECIFICATION5. .-' • W(4)7/8.0 TNRU BOLTS W LUASTVAN 2 I 1 _ - BP 718'WASHERS- EACH SIDE 1 TOP OF STAB i' N , • 12'TO 24• R\ P. • PER SIDE 2 '" VERSA-LAM 2200 25'TO 3G' 3 5-1/4'x 5-1/4'LVL PER 51DE - i 14 SCREW W/GA5KETED WASHER GREATER THAN 36' PLAN (TYPICAL)LOCATION 0 NUMBER C7 PER SIDE OR MORE DESIGNED PER TABLE'A'THIS SHEEP. O THAN 5-TONS A/C PLAN DETAILS OUTLINE OF STMT W(1101011 T BASE CORD.UNIT POST W(4)7!8'0 THRU BOLTS W BP 7!8'WASHERS. • 7/8'0 ATE W I Q•MIN I I #14 SCREW W/GASKETED WASHER: 3-1/2'STEP ON GARAGE SIDE EMBEDMENT DRILLED t I I LOCATION t NUMBER PER TABLE"A' • EPDXIED W SIMP50N SET TH15 SHEET. EPDXY FIN.FLOOR HN H E FINISH GRADE U N o L a 3 1/2'THICK FtP 04 ELEVATION CONCRETE SLAB SIZED PER LL NC MFRS 5PECIFICATION5. FOOTING PAD (5)i5 EDGAR EACH DIRECTION AD3 A/C PAD DETAIL 2 e LVL DETAIL 1 aAD3 NOT TO SCALE SCALE:24x26: I"=I'-O' I))x)7: )"=('-0'I"=I'-0" > O w 8 mo Q � P Q 0 2nd FLOOR CLG - N ' 10" I FRAME DOWN CEILING FOR 14'AC SUPPLY e BEDROOM 3 ROOM 2 BEDROOM 4 ' TRAY CLG DETAIL J a � z CLOSET CLOSET _ I a 3 AD3 SCALE:24x26: 1 1/2"=1'-O' 1)x17,3)4" (' Y' w l to z l p TOP OF MASONRY —( I - � 0 TOP OF MASONRY W o 6 D .o I I 6_ I Lo T FAMILY/ HALLTO I j � '3 �,'i KITCHEN MASTER SUITE DINING ROM I LIVING ROOM 6= FOYER EMRY )1 Z = FIN.FIR.(REF.i ; FIN'SH GRADE SHEET NO. fl I S TREADS @ 9 I/2'EACH- 11'10 112' } A BUILDING SECTION - B', 'C' & 'D' BUILDING SECTION & DETAILS '- / ff - i 3 AD3 [ (]3 SCALE:A5 NOTED SCALE:24x36:3/B"= I'-0" I(B)7 3/)0" I'O" p ELECTRICAL LEGEND D15P SINGLE POLE 5WiT01 SMOKE DETECTOR 0 DISPOSAL x DOUBLE POLE SWITCH R PREWIRE SPEAKER s THREE-WAY5WIT01 FLOOD LIGHT O JUNCTION BOX M + FOUR-WAY SWITCH "o aa OT THERMOSTAT .D 0 DIMMER SWITCH CEILING FAN ' L— y PREWIRE 0 ELECTRICAL PANEL { } CEILING RMRE FAN ELECTRICAL p YY PANELQ m SCONCE DOUBLE 24'FLUOR.FIXTURE W/DIFFUSER OPTIONAL COVERED LANAI--- - OPTIONAL BAY WINDOWPKG.SEE5°" INTERCOM SYSTEM FOR DETAH5 � L FO SEE 5HEET B'OSO VOLT DUPLE)(OUTLET DOUBLE 48'FLUOR.FUCTURE W!DFFUSERCITE THIS CHECK IFTHIS C 110 VOLT SWITCHED OUTLET GARAGE DOOR PUSH BUTTON Fq x DOUBLE 24'FLUOR FUCTURE O OPT ES. .APPLIES. Nl'.'1 10 ARC FAULT OUTLET Q Q. 3-BULB WALL FIXTURE ,yL� DOUBLE 48'FLUOR FIXTURE III GROUND FAULT OUTLET 0000 4-BULB WALL FUTURE I PATIO r SINGLE 48' R.FLUO FXTURE 00000 5-BULB WALL FIXTURE WC'NITH I (yw WEATHER PROOF GB OUTLET JIL O BATH FAN 000000 G-BULB WALLFBRURE DISCONNECT — NV 220 VOLT OUTLET I —— v] ® SPECIAL SERVICES OUTLET BATH FAN WITH LIGHT •I ® T.V.OUTLET I "' - TELEPHONE OUTLET ■M( ELECTRIC METER ___ ____' ___ '^ ,U RECESSED UGriT RIMES DOORBELL CHIMES i ^�:[ = 8 M015TURE RE515TANTT RECE55ED LIGHT ' -O DOOR BELL ® EYEBALL TYPE UCC55ED LIGHT POOL/ , /, 4 x Q MINIATURE RECESSED LIGHT HOOD/OP FAMILY/KITCHEN POWDER ' ' ELECTRICAL NOTES BATH f' I �W I MICROWAVE I I/ JL I , MTr OW MEN SAC i ' WITH 0 YIN MASTER UNLESS OTHERWISE NOTED: _I . m f eu BEDR ET EGRESS I +� `{ i OU'REMENT5. I. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FIN15HED FLOOR r 1 —_ I CHECK IF TH15 APPUES. TO CENTERED LINE OF THE BOX TO 3E:12'A.F.F.(GENERAU < p> DW O REFRIGERATOR\ / ' MASTER SUITE C7 i / U KITCHEN 44'A.F.f. ' ___ LAUNDRY ROOM 3A AFT , _____________ ____________y Lb EXTERIOR WATERPROOF 12'A.F.F. GARAGE GENERAL PURPOSE 42 A.F.F. - n1 RANGE 2'A.F.F. DINING ' 11 co Y m 2. ALL TRIM PLATES AND DEVICES TO BE GANGED,WHERE POSSIBLE, ROOM / / , -_ WASHED/ �1 1 3. ELECTRICAL SWITCHES TO BE AT 42'CENTERLINE ABOVE FINISHED ( '/' r ( � u/ o FLOOR. JY>. Ilulr r I E 4. ELECTRICAL PLAN 15 INTENDED FOR BID PURP05EN ONLY.ALL WORK MASTER SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL DRYER i W.I.G. BATH > O ELECTRICAL CODE,LATEST EDITION,BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE _ SECUR'I1' I Z FOR THE INSTALLATION AND SIZING OF ALL ELECTRICAL,WRING AND Y SYSTEM L,y ACCESSORIES. i RECEPT. < 5. SMOKE DETECTORS SHALL BE INSTALLED A5 DIRECTED BY NFPA 70A. ,/' ' C vi SMOKE DETECTORS SHALL BE INTERCONNECTED AND CAPABLE OF / ------ If I OPERATING ON EITHER AC OR DC(BATTERIES). i I Q O LIVING ROOM G. ARC FAULT RECEPTACLES IN ALL BEDROOMS PER FRC 2004 L JI ® 22•WH `-------' �"( a E ELECTRICAL. -� \ O ; \\\ A'C WITH ---T O 0 -- --- DI __SCONNECT 1 J Z I 2 A/C WITH a N�OYE_R FOYER D15CONNECT` Z FRONT PORCH \ d M ©rnONAL5ffNl'DOOR Q 3 \� roK 5!l L5. ND5r U U r____ ' .ur AR DR.OPENEO- ` -------------------- ENTRY i y I w 1 1 �I a 2-CAR GARAGE 1 o �� , \ i \ } i g�§F I o cp o ISSUE HISTORY OPT COACH LIGHTS - OFT COACH LIGHTS \ __- OPT CDACI LIGHTS Z Q DRVJFI ' SEE FRONT ELEVATION FOR SEE SAT A3a FOR EXACT _ —__ _ _� SEE F N7 _ SHT AIa FOR EXACT H NO. DATE VER DESCRIPTION APPVD BY EXACT PLACEMENT PLACEMENT PLACEMENT Z U z 07/19!05 RECEIVED FROM TRUSS COMPANY MC `-- w Q 2' RECEIVED FROM ENGINEER MC ELEVA 7©} -- B', ELEVATION - TAT a. > 0 a- - 05/24/OG ELEVATION'E'ADDITION MC - ° O 05/24/06 ADDED'E'ELEVATION A ADDITIONAL CORRECTIONS OS/31/OG 4.1 YNR ENGNEERING REVIEW OLC SHEET NO. 09/07/OG 5.0 MV V5.DENGINEERINGCHANGE SN ELECTRICAL PLAN - FIRST FLOOR 09/27!07 .0-G.IT TW PLAN REVISION-SEE DOGS SN 5CAIF:24x3G:1/4'= I'-0" I Ix17: 1/B'=1'-0' E 1 j = ELECTRICAL LEGEND D15P SINGLE POLE SWITCH SMOKE DETECTOR 0 DISPOSAL z DOUBLE POLE SWITCH n ® PREWIRE SPEAKER a THREE-WAY SWTCH FLOOD LIGHT JUNCTION JUNCTION BOX 4 FOUR-WAY SWITCH OT THERMOSTAT $u DIMMER SWITCH CEILING FAN y PRFMRE Q ELECTRICAL PANEL �} CEILING FIXTUREFAF! ELLCTRICAL PANEL OPT SCONCE DOUBLE 24'FLUOR.FIXTURE W/DIFFUSER v p IC orr INTERCOM SYSTEM 1 I O VOLT DUPLEX OUTLET cn DOUBLE 48'FLUOR.FIXTURE W/DIFFUSER [� o 110 VOLT SWITCHED OUTLET DOUBLE 24'FLUOR.FIXTURE Q GARAGE DOOR PUSH BUTTON > Do �nr I 1 O ARC FAULT OUTLET 000 3-BULB WALL FIXTURE ' - Y DOUBLE 45'FLUOR FIXTURE 'o F,,{L{�� GROUND FAULT OUTLET �Q 4-BULB WALL FIXTURE 0 *-WEATHER PROOF GFI OUTLET SINGLE 48'FLUOR FIXTURE O0000 5-BULB WALL FUCTURE BATH FAN 000000 G-BULB WALL FIXTURE o'4Wy 220 VOLT OUTLET SPECIAL SERVICES OUTLET BATH FAN WITH LIGHT T.V.OUTLET - TELEPHONE OUTLET ■M 1 ELECTRIC METER C> RECESSED LIGHT CHIMES DOOR BELL CHIMES O OMOISTURE RESISTANT RECESSED UGHi O N 3 R�LOFT OPTIONAL BEDROOM 3 OPTIONAL DORMER @ LOFT O EYEBALL TYPE RECESSED LIGHT --0 DOOR BELL .SEE SHEET FEG.5l�AF053 ER DORM PKG.SEE SHEEP PKG.SEE SHEET N053 F de 8105 LS. DETAILS. B/052 FOR DETAILS. DETAILS. © MINIATURE RECESSED LIGHT HECK THIS OPT. / ❑ THIS OPT. CHECK IF THIS OPT. / ❑CHECK IF THIS DP(. E5. i `�` APPLIES. i \ APPLIES.—— L----------------------------------------------------------------- it — —f 1 ( l W i I I 1 I � W I ELECTRICAL NOTES UNLESS OTHERWISE NOTED: / /' N �g BEDROOM 3 LOFT WALK-IN ° BEDROOM 3 LOFT WALK-IN a 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR o n c o n CLOSET CLOSET __ _ - BATHROOM 39'A.F.F. "' Fug 11 "" n uF �1 Ornpiu rMf LAUNDRY ROOM 3G'AFF. ` " '� CLOSET 11 I i�*+� CLOSET EXTERIOR WATERPROOF 12'A.F.F. - GARAGE GENERAL PURPOSE- 42'A.F.F. i �' i�`I 0 2. ALL TRIM PLATES AND DEVICES TO BE GANGED,WHERE POSSIBLE. °rt i `""�' i i`T`iT i O y 3. ELECTRICAL SWITCHES TO 5E AT 42'CENTERLINE ABOVE FINISHED \ 1 — \ FLOOR orr wr 4. ELECTRICAL PUN 15 INTENDED FOR B'D PURPOSES ONLY.ALL WORK i "i i \ SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL II ELECTRICAL CODE,LATEST EDITION,BY A UCEN5ED ELECTRICAL 4 couRAcoRwnosHALLBERESPONs16 i'\`/ BEDROOMO"0 `" '' / p BEDROOM2 c "-' C w FOR THE INSTALLATION AND SIZING OF AL ELECTRICAL,WRING AND BEDROOM 4 L i +� BEDROOM 4''r 1 L4 .+'=E ACCESSOR'E5. �__7J— i�� BATH2 u ,v Cl: Ti a F - u 2 art _ 11 onrox+i rN1 V S f i 1 F 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY NFPA 70A. ______ _� l�rRnnFf __ __ ____ __________�T °'^___ __ ____ 1 , ..,.. ___ ___ ___________ ______________ _ ___—___ ___ O BATH 2 SMOKE DETECTORS SHALL BE INTERCONNECTED AND CAPABLE OF �o LL !�� o r OPERATING ON EITPER AC OR DC(BATTERIES). 1 1 Q co Y� 3 I' G. ARC FAULT RECEPTACLES IN ALL BEDROOMS PER FRC 2004 i i ro Yxt<Cn 3 i i J ' -------------- ----------------- ' U � 1 1 OPTIONAL BEDROOM 4 D i DORMER EKG.SEE SHEET j I— ' A'O-92 FOR DETAILS. i U ❑CHECK IF THIS OPT. i W S i 1 APPLIES, 1 W 1 I N CD `— OUTLINE OF ELEVATION B'.'C,174 f BELOW i OJTUNE OF ELEVATION'A'BELOW O C> Z ISSUE HISTORY ! z 0 O w ° NO. DATE VER DBY DESCRIPTION' APPVD L---------------------------------------------------.1 L J zCT Cn L11 F- - 07/19/05 RECEIVED FROM TRUSS COMPANY MC - 08/29/05 RECEIVED FROM ENGINEER MC ELEVATIONS-"'B;, 'C'i , &1E'. ELEVATION - 'A' d > - 05/24/OG ELEVATION'E'ADDITION MC a Q 05/24/06 ADDED'C ELEVATION N ADDITIONAL CORRECTIONS ≥ 05/31/06 4.1 YNK ENGNEERING REVIEW OLC SHEET NO. 09/07/06 5.0 MV V5.0 ENGINEERING CHANGE SN ELECTRICAL ■'"f�}`A SECOND FLOOR D 09/27/07 .0-G. TW PLAN REVISION-SEE DOC5 5N 5CALE:24x3G:1/4"= I'-0' I IxI7: I/8'=1'-0' E t a OPTIONAL BEDROOM 3 OPTIONAL DORMER @ LOFT DORMER PKG.5EE SHEET M.SEE SHEET N053 FO 5052 FOR 005 55. DETAILS. CHECK IF THIS OPT. ❑CHECK IF TH15 OPT. APPLIES. APPLIES. L1 ____ I I I I I I I I m I I I I ch OPTONAL COVERED LANAI J, OPTIONAL BAY W NDOW pWi r PKG.SEE SHEET AC54 j PKG.SEE SHEEP 51051 ; FOR DETAILS. FOR DETAILS. > c r ` STORAGE W.I.C. ❑CHECK IF THIS CHECK IF TH15 ¢ ^' OPT.APPLIES. I OPT.APPLIES. o BEDROOM 3 < ] LOFT ( jJ J ,J= I PATIO ____ __ Th __ ______ S(AI,S ( POOUC 51 (POWDER BATH 2 BEDROOM 2 BEDROOM 4 FAMILYIKITCHEN - (5) MASTER SUITE (13) (30), (10) 255H WINDOW COMES 5TD I I WITH OPTIONAL DAY IN MASTER T�z___________ 1H --; BEDROOM TO MEET EGRESS REQUIREMENTS. CHECK IF THIS APPLIES-% DORMER aL __ fI SECOND] FLc R- I OPTIONAL BEDROOM 3 OPTIONAL DORMER @ LOFT ELEVATION 'B', 'C', 'D' & 'E' DINING ROOM - 111111 II DORMER PKG.SEE SHEET PEG.SEE SHEET N053 FO (22) LAUNDRY (MASTER v B052 FOR DETAILS. DETAILS. I TFf CHECK IF THIS OPT. CHECK IF THIS OPT. HALL APPLIES. �APPUE5. (41) W.I.C. BA (01) o OPT. O w I I L)II LIVING ROOM Q _ II (20) ------ o II STORAGE W.I.C. / —ii C (� a STAIRS I G 3 BEDROOM 3 LOFT W d (24) g IOPTIONAL SERVICE DCOR j - PKG.SEE SHEET A051 FOR AILS. S, HECK IF THi5 3 STAIRS OPT.APPLIES. } (51) ENTRY J (23) P BATH 2 BEDROOM 2 $ O (2) (11) 2-CAR GARAGE O BEDROOM 4 I j (13) 6 8:8a O ® Ln N O O � O O O O Ln I I SECOND FLOOR - FIRST FLOOR o ISSUE HISTORY --- z - NO. DATE VER DRWN DESCRIPTION APPVD ELEVATION LAp NOTE: ili F- BY PIRST FLOOR FLOORING PLAN Z O_ F- Z `- - 07/15/05 RECEIVED FROM TRU55 COMPANY MC TPCAL FOR ALL ELEVATIONS D > 0.._ < 08/29/05 RECEIVED FROM ENGINEER MC PTIONAL BEDROOM 4 YI n - 05/24/OG ELEVATION'S'ADDITION MC ORMER PKG.SEE SHEET 52 FOR DETAILS. 05/24/06 ADDED ELEVATION F ADDITIONAL CORRECTIONS CHECK IF TH15 OPT. 05/31/06 4.1 YNK ENGNEERING REVIEW OLC APPLIES. SHEET NO. 09/07/06 5.0 MV V5.0 ENGINEERING CHANGE 5N o Q 09/27/07 G.I PLAN UV151ON-SEE DOGS 5N FLOORING LAYOUT F 1 SCALE:24x36: I!4"=1'-O" I Ixl7: I/8'=1'-0" OPTIONAL B 3 OPBONAL K g LOFT DORMER P SHEET PKG.5EE ET AN053 TO D/OS2 FORD IL5. DETAILS. ❑CHEC PT ❑ K THIS OPT. APPN I I I I I I I I �OO I I I ® OPTIONAL AI r� LD Orl BAY WINDOW c r PKG.SEE 5H J L PKG. nEET W1051 Q ^^, r,� STORAGE W.I.G. FOR DETAILS. F .fl o ❑CHECK 15 CHECK IF THIS r, o _ _ __ OPT. IES. I BEDROOM 3 LOFT LI ® I JUMPIX fL OI w� JUMPfA �_a_� I 4 % ( 1 _____________ === == ! -'Ti= ____ F BATH 2 BEDROOM 2 _IIj±::::::_( :;ciiiiiiiiiiiiiiiiiiii:Ii-1 ; P BATH R I BEDROOM 4 FAMILY/KITCHEN I MASTER SUITE 2551)2�C 5T3 Z ________________________ _____ i i i I : WTH IN MASTER p -- BEDR ET 2255 ❑ K IF T„I5 APPLIES. I I I r----T Ur F,,,o,Q FLOOR- ® T F R ® ELEVATION ,ID FC, 'pT & 'EF Iii==5 OPTONAL BEDROOM 3 OPTIONAL DORMER LOFT I' II DORMER PKG.SEE SHEET PKG.sTT shFrT N053 Fo ' ' DINING ROOM i;1 o i; ' - 51052 FOR DETAILS. DETAILS. L -' LAUNDRY MASTER [I]CHECK IF 11115 OPT. CHECK IF THIS OPT. HALL WIC BATH APPUE5. APPNE5. `� I a 1 W I I I I I I I I (ALT.Nc; I I I u0cnrtor� a I I AN I A LIVING ROOM — l II JJ STORAGE W.I.C. -- ®A /I Z ; ________ _ I' o Ft I 2 BEDROO LO J ® ® L i' J - Z II FOYER "Mff _________ \ LEGEND JUMffR _ _ FlfG.9Q 3tIEET NO51 3 F R ® AIR HANDLER I fOR NI5. Q 0 ; 6 TTN U � Q BA BEDROOM 2 /?.. FILTERED i U BEDROOM 4 _ R. RFTUR�AIR 2-CAR GARAGE " ® i �,';: PASSIVE p;P ___ JU e RETURN AIR I s= ® SUPPLY VENT g N O O O1 CD THERMOSTAT I O O 1 r D I I FRESH AIR VENT ISSUE HISTORY J SECOND FLOOR - BAT„FAN FIRST FLOOR Z o ° NO. DATE VER DRWN DE5CRJPTION. APPVD ELEVATION A u BY NOTE:FIR5T FLOOR z af F- = 07/19/05 RECEIVED FROM TKU55 COMPANY MC I MECHANICAL PLAN TYPICAL J w < IY 08/29/05 RECEIVED FROM ENGINEER MC FOR ALL ELEVATION5 O. > d OPTIONAL BEDROOM 4 S - 05/24/06 ELEVATION'E ADDITION MC 0025222 11.5.522 511221 05/24/06 ADDED'E'ELEVATION 4 ADDITIONAL CORRECTIONS A1052 FOR DETAILS. CTIECKIFTH15OPT. SHEET NO. 05/31/06 4.1 'INK ENGNEERING REVIEW OLC 5FPLIE5. 09/07/06 5.0 MV V5.O ENGINEERING CHANGE 5N 09/27/07 5.I TW PLAN REVISION-SEE DOGS 5N MECHANICAL PLAN M 1 SCALE:24x36: I/4"=1'-0" LIxl7: I/8"=I'-0" 2nd FLOORCGNo� qF� ( I VINYL 51DING OVER TYVEK'W/ o z d APPROVED TAPE AT ALL SEAMS of I I OVER 5/6,PLYWOOD 1 2 0 C'AWMINUM �� � r3 I I FASCIA,TYPICAL �� �+�u�t� � I I CORNER TRIM, I I TYPICA A iW O ____ z_ _ _4 i WH /� SG (c TOP OF MASONRY j N A TOP OF MA50 RY • j >'a - ---� --- ---------- A o 11'• 1. `TEXTURED STUCCO m ` FINISH,TYPICAL,U.O.N. r 7 O ---- ---------------- ----- �nll..rn11 ELECTRICAL PLAN ; \ ADDED WHEN BAY OPTION TAKEN i ` ADDITIONAL WINDOW Op SCALE:24x26: 1/4'=P-0' I Ix I7: 1/8"=I'-O +39.I +39.1 8'-G 5/8' (8'-6 I/Y MIN) 3-1 3/8' 42.4 52.3 TOPOFSAD'-G /3 @8'-0off ELECTRICAL PLAN 2'-6 Il16' 3'-61/2' 2'-61/16' RIGHT ELEVATION 75/ 75/8' 5CALE:24x26: I/4"=I'-0" 1 1x 17: 1/8'=I'-0' ' 6-5'ND tIT l sT-2.ancuur;aeTwceu _ z rwss rlai;rat lID Kxuurlc z.c uulfKwx3)Iu 5�� y e qy irALT.NC ri W z.a Pxe awwaxeo 0 u Huss mussc5 \Pp�Q �0`Sy -1 I,1-06ATIDyrI slnlPsou mszo Han oawu 12 eae ao.wazw _ _ _ _ ^y\ 6 �'�' S i2: . l Pc ulcs wn Ipe5 Cart. - - ---� ----- r 1\ it i m w Lm e awM. 3 I ,r I c� O cli Pasch 21 FLOOR CLG HT 1 ' I�'u ■ I _a_ Iva 4 N6ERLA55NC / i m z rceuuc 5111NGLE5. ---------------------------� ; SUSPENDED V/ ePc uur¢un b ""' , FROMCLG. �u 0)15 n nPno�x m G'ALUMINUM FLOOR PLAN i COPPER a K FASCIA,TYPICAL - - 0 6'-4" VINYL CORNER 6' 11-6' FLOOR PLAN - - - 8'-6 5/8' 3'-1 3/8' Q 0 o TOPOFMASONRY A'-4' 2-61/16' 3'-6 1/2' 2'-6 1/16' ic b ,( wm+u+uu sn TEXTURED STUCCO .\`t- r D mu FIN15N,TYPICAL roi2" I - ■ i, r,Iz O 3 g' O coxc.5iu wiuocw scar i ± m1 J 1° FIN.PLR.(REF.; ■ _ _ _ _. ■G9.1 +32.4 4 a i 3k4' 0 REAR ELEVATION FOUNDATION PLAN °2°° ' ■ `S` PAD 2003 FuoI Each '//'/� SCALE:24x26: I/4"=1'-0" I I x l 7: 1/8'=1'-0' A •1�. 2868 sERv.DR m" R�r; 485 I g SECTION ELEVATION FOUNDATION PL SCALE:24x26:3/4'=I'-0" I I x 17:3/8"=I'-O' (f� L O OAAG SERVICE fl0 ISSUE HISTORY SCALE:24x26: I/4"=r-o° I lxn: I/a•=r-o" ' - r z NO. DATE VER DBWN DESCRIPTION' APPVD _/' Z O ttl N L - 07/19/05 RECEIVED FROM TRU55 COMPANY MC ADDITIONAL SQ. FT B BAY WI DO AT MASTER CHCTt115 BOX IF - � O > a - 0&29/05 RECEIVED FROM ENGINEER MC EK ,.: , ] S 05/24/06 ELEVATION'E'ADDITION MC OPTION APPLIES BAY AT MASTER 2 I - I i 0 05/24/06 ADDED'E'ELEVATION E ADDITIONAL CORRECTIONS SCALE:24226: I/2'=I' 1 W7: 1/4=I'-0" N. 05/31/06 4.I YNR ENGNEERING REVIEW OLC ✓` SHEET NO. 09/07/06 5.0 MV V5.O ENGINEERING CHANGE 5N 09/27/07 .0-6.1 TW PLAN REVISION-SEE DOGS SN a CHECK F115 BOX IF 2 OPTIO APPLIES � A REFER TO SI1EE75 OPT 1 A I,,A A2 S E I FOR INFORMATION V 1 NOT S OW 1ERE. SCALE:AS NOTED SVR Lot 2 Block 2 I. GENERAL: III. MASONRY: V. WIND LOAD NOTES: r, OO 1.1 SPECIFICATIONS = FRC 2004 3.1 MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530 5.1 DESIGNED PER FRC 2004 (2004 W/ 05 & 06 SUP) & ASCE 7-02 1.2 DESIGN LOADS: (CURRENT). 5.2 BASIC WIND SPEED = 120 MPH (3 SEC. GUST) TCLL = 20 PSF 5.3 WIND IMPORTANCE FACTOR = 1.0 TCDL = 10 PSF 3.2 MORTAR FOR ALL MASONRY WALLS SHALL CONFORM TO ASTM C 270, 5.4 BUILDING CATEGORY = II �- c BCLL = 10 PSF TYPE M OR S. 5.5 WIND EXPOSURE CATEGORY = C BCDL = 10 PSF 5.6 INTERNAL PRESSURE COEFFICIENTS (GCpi) = 0.18 3.3 ALL CONCRETE BLOCKS SHALL BE STANDARD WEIGHT BLOCKS 5.7 EXPOSURE CATEGORY = ENCLOSED 1.3 ANCHORAGES SHALL BE HOT-DIPPED GALVANIZED, AFTER FABRICATION CONFORMING TO ASTM C-90 (fm=1,350 PSI (MIN.)). PER ASTM A 90. 5.8 ROOF DEAD LOAD: 3.4 GROUT SHALL CONFORM TO ASTM C 476. (USED TO CALCULATE UPLIFT RESISTANCE) = 11.8 PSF Z 1.4 WINDOWS, EXTERIOR DOORS, GARAGE DOORS AND OTHER W VENDOR-PROVIDED EXTERIOR CLADDING SHALL COMPLY WITH THE FRC 2004 3.5 USE FINE GROUT FOR COLLAR JOINTS 1" WIDE OR LESS AND WHEN 5.9 ROOFING SYSTEM = FIBERGLASS COMPOSITE SHINGLES NOTES. REINFORCING. USE 3000 psi FINE GROUT (3/8" AGGREGATE MAX.) WHEN 5.10 COMPONENTS & CLADDING (GCp) (ROOF): Z& INCLUDING THE DESIGN CRITERIA SET FORTH IN THE FOLLOWING WIND LOAD 4 GROUTING CELLS OF HOLLOW MASONRY UNITS, WITH OR WITHOUT VERTICAL O E_ H 1.5 EXTERIOR WINDOWS & GLASS DOORS ARE REQUIRED TO BE TESTED IN GROUTING BOND BEAMS & PRECAST UNITS. ROOF ZONE 1, NEGATIVE _ -1.00 ROOF ZONE 2, POSITIVE = 0.30 ACCORDANCE WITH ANSI/AMMA/NWWDA 101/IS2 STANDARD & BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE 3.6 CONVENTIONAL REINFORCING BARS (VERTICAL & HORIZONTAL) SHALL CONFORM TO ASTM A 615 GRADE 40 MIN. DEFORMED. 5.11 ROOF MATERIAL WIND RESISTANCE RATING = FASTEN SHINGLES IN ACCORDANCE WITH FRC W CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. ( )' 2004 AND WITH ASTM D 3161 1.6 EXTERIOR WINDOWS & DOORS SHALL BE ANCHORED PER PUBLISHED 3.7 PROVIDE CLEAN-OUT OPENINGS FOR EACH GROUTED CELL. C7 MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE 5.12 COMPONENTS & CLADDING (GCp) (WALLS): SEE ELEVATION SHEETS SPECIFIED. 3.8 ALL UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON FACE SHELLS. 5.13 MAX. NET UPLIFT PER TRUSS BEARING CONNECTION = SEE TRUSS LAYOUT. 1.7 GARAGE DOOR SHALL BE FASTENED w/ MANUFACTURER'S TRACK 5.14 MAX. NET UPLIFT PER GIRDER BEARING CONNECTION = SEE TRUSS LAYOUT. BRACKETS USING 1/4"x1-1/2" HEX-HEAD LAG BOLTS FULLY SEATED IN PT 2x6, #2 SYP (MIN) DOOR BUCKS. FASTEN BUCK STRIPS TO MASONRY WALL IV. FOUNDATIONS: 5.15 FACTOR OF SAFETY AGAINST OVERTURNING = 1.5 w/ 1/20 ANCHOR BOLTS w/ 2"0 WASHERS @ 18" O.C (5 MIN. PER SIDE). ANCHOR BOLTS SHALL BE CAST IN PLACE 2.1 CONTRACTOR SHALL ENSURE THAT CONCRETE CONFORMS TO ACI 301 5.16 EXTERIOR SHEATHING: FASTEN 15/32" WINDSTORM SHEATHING TO FRAMING WITH 8d NAILS (CURRENT), SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI OR 0.131" P-NAILS AT 6" O.C. ALONG THE TOP AND BOTTOM PLATES, 6" O.C. ALONG PANEL CO 1 1.8 MULLONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE 302 (CURRENT), GUIDE FOR CONCRETE FLOOR & SLAB CONSTRUCTION, AND EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS. ALL EXTERIOR SHALL EXTEND FROM THE w TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGNED LOADS TO ACI 318 (CURRENT), BUILDING CODE REQUIREMENTS FOR REINFORCED BOTTOM PLATE TO THE TOP MEMBER OF THE TOP PLATE. 0 THE ROUGH OPENING SUBSTRATE. CONCRETE. Z 1i 5.17 WOOD-FRAME SHEARWALLS: FASTEN 15/32" WINDSTORM -� v 2.2 CONCRETE SUPPLIER SHALL PROVIDE A MIX RESULTING IN A MINIMUM SHEATHING TO FRAMING WITH 8d NAILS OR 0.131" P-NAILS AT 3" O.C. ALONG THE TOP AND < COMPRESSIVE STRENGTH AT 28 DAYS, f'c=2,500 PSI AS MEASURED BY BOTTOM PLATES, 3" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS. TESTING CYLINDRICAL SPECIMENS PER ASTM C-39. PROVIDE 2x4 BLOCKING EDGEWISE ALONG HORIZONTAL PANEL JOINTS. SHEARWALL ENDS SHALL U II. WOOD FRAMING: 2.3 SUB GRADE SHALL BE FREE OF ALL VEGETATION AND ORGANIC BE DOUBLE STUDS FASTENED TO BOTTOM PLATE WITH ONE (1) SIMPSON LTT20 TENSION TIE Z WITH A 1/2" EPDXY SET ANCHOR BOLT WITH A MANUFACTURER'S PULL-OUT CAPACITY OF 1,750 3 4.1 TRUSSES SHALL BE DESIGNED PER FRC 2004 AND TPI SPECIFICATIONS MATERIALS. POUNDS (MIN). FASTEN TENSION TIE TO DOUBLE STUDS WITH 10-1 6d NAILS. AND CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF 2 4 MINIMUM FOOTING COVER SHALL BE 12" BELOW FINISHED GRADE. FLORIDA. BRACING SPECIFIED BY THE TRUSS MANUFACTURER (INTERNAL TO 5.18 ROOF SHEATHING: FASTEN 7/16" APA RATED SHEATHING PERPENDICULAR TO FRAMING 5 THE TRUSS SYSTEM) WITHOUT FASTENING INSTRUCTIONS SHALL BE FASTENED 2.5 A LAYER OF 6 MIL. POLYETHYLENE SHEATHING SHALL BE PROVIDED AS A WITH 8d NAILS OR 0.131" P-NAILS AT 4" O.C. ALONG FASCIA, 4" O.C. ALONG PANEL EDGES WITH 2-16d NAILS PER BEARING POINT AT CROSS BRACING, AND 10d NAILS — VAPOR BARRIER UNDER THE SLAB. AND 6" O.C. ALONG INTERMEDIATE SUPPORTS. 8" O.C. ALONG STIFFENERS (I.E.: 'L' AND 'T' BRACING) AND 3-16d NAILS TOE-NAILED AT END BEARING CONNECTIONS. 2.6 SUB-GRADE SHALL BE MOIST DURING CONCRETE PLACEMENT. 5.19 ROOF DIAPHRAGM: FASTEN 7/16" APA RATED SHEATHING PERPENDICULAR TO FRAMING WITH 8d NAILS OR 0.131" P-NAILS AT 4" O.C. ALONG DIAPHRAGM BOUNDARY (FASCIA), 4" O.C. 4.2 TRUSSES SHALL BE BRACED IN ACCORDANCE WITH THE TRUSS PLATE 2TITTR 'S (TPI) BSCI 1-03. 2.8 CONTRACTOR SHALL ENSURE THAT CONCRETE COVER TO REBAR IN THE ALONG PANEL EDGES, 6" O.C. ALONG INTERMEDIATE SUPPORTS. PROVIDE 2 x 4 BLOCKING INSLAB IS IN ACCORDANCE WITH ACI 318 (CURRENT). EDGEWISE ALONG HORIZONTAL PANEL JOINTS. 4.3 ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE (SYP) a. CONCRETE CAST AGAINST EARTH = 3" COVER MINIMUM U.O.N. 2.9 SAW CUTTING SHALL BE IN ACCORDANCE WITH ACI 302 (CURRENT). SAW CUTTING SHALL TAKE PLACE AS SOON AS THE CONCRETE SURFACE IS FIRM REVIEWED FOR COMPLIANCE WITH T 4.4 ALL LOAD BEARING FRAME WALLS SHALL BE STUD GRADE SP (MIN), ENOUGH NOT TO BE TORN OR DAMAGED BY THE CUTTING BLADE. WIND LOAD PROVISIONS OF THE 004 STUD SPACING AT 16" O.C. WITH DOUBLE TOP PLATE. TOP PLATE JOINTS FLORIDA RESIDENTIAL CODE (F C) & SHALL BE LAP—SPLICED A MINIMUM OF 48" AND FASTENED WITH 15-16d 2.10 ASSUMED SOIL BEARING CAPACITY IS 2000 LBS PER SQ. FT FLORIDA BUILDING CODE (FB ) ( / r NAILS. 05 & 06 SUPPLIN1E'1�fT), AND AS ALL OTHER DESIGN` ELEMENTSH SHEET NO. 4.5 ALL NON-LOAD BEARING FRAME WALLS SHALL BE STUD GRADE SPF THE RESPONSIBILITY 'OF THE Cp R (MIN), STUD SPACING AT 16" O.C. L. JASON BERGER, P:.E: T PE# 64003 ` SVR Lot 2 Block 2 8" C.M.U. INSULATION 2x4 SPF STUDS ., °cn° FINISH @ 16" O.C. PER ELEV. 25" LAP MIN w u 1FIN SHDOFLOOR TYPICAL 3-1/2" 1/2" GYPSUM BOARD EXPANSION JOINT +�_ 10" (1) #5 BAR CONT. CONC. SLAB 3-1/2" STEP 3-1 2 `icy 3-1/2" CONC. SLAB 3 1/2" -R �o CONC. SLAB FINISH GRADE r' �-N CONC. SLAB .. FINISH GRADE s:: 1 (2) #5 BARS CONT. w z 8„ 42" 1'-4" 2 #5 BARS CONT. 3' 1'-0" 1 -4 2 #5 BARS CONT. z A EXTERIOR MASONRY WALL FTG B THICKENED SLAB EDGE C THICKENED SLAB @ GAR. (NON-BRG.) D EXTERIOR DOOR SILL w SCALE: N.T.S. SCALE: N.T.S. S- SCALE: N.T.S. S- SCALE: N.T.S. z VERTICAL WALL REINFORCEMENT WF-�.� (1) #5 DOWEL PLACED TO 25" LAP MIN. ►•�--I WW-t MATCH VERTICAL WALL 1 #5 DOWEL REINFORCEMENT (LAP 3-1/2" CONCRETE SLAB w/ �z SPLICE = 25" MIN. ) FIBERMESH (f'c = 2,500 psi (MIN.)) 3-1/2" CONC. SLAB 14-1/2' FINISHED FLR. DRIVEWAY o ' CONC. SLAB FINISH PER. ELEV. 13" x w o FINISH GRADE J o Z 8"x16" CONCRETE FOOTING Q w/ (2) #5 BARS CONT 3-1/2 . 24"x24"x 16" FTC W > EXPANSION JOINT ao w/ (3) #5 BARS 0 w J r•' 1 -4 2 #5 BARS CONT. 1'-4" CLEAN COMPACTED, TERMITE 2'-0" NOTES: TREATED STRUCTURAL FILL 0 V z FREE OF ALL DEBRIS Z y E GARAGE DOOR RECESS 1. GROUT CELLS SOLID BELOW FINISHED FLOOR. G MASONRY COLUMN FOOTING o o S- SCALE: N.T.S. 2. FOUNDATION DOWELS NOT LAP SPLICED w/ VERTICAL WALL S- SCALE: N.T.S. REINFORCEMENT SHALL BE CUT-OFF AT FINISHED FLOOR ELEVATION > 1/2" GYPSUM BOARD O 3 OPTIONAL STEM WALL FOOTING 1/2"0 x 8" ANCHOR BOLT 2x4 SPF STUDS 2x4 SPF STUDSU) w/ 2" WASHER@ 18" O.C. SCALE: N.T.S. • @ 16" O.C. 25" LAP MIN @ 16" O.C. 5/8"0 x 8" 8" C.M.U. 1 #5 DOWEL 1/2" GYPSUM BOARD SIMPSON TITEN HD FINISH PER ELEV. INSULATION } ANCHORS © 18" O.C 3-1/2" STEP 3-1/2" CONC. SLAB 3-1/2" STEP 3-1/2 CONC. SLAB COLD JOINT 4 p N-4 ' (2) #5 BARS CONT. 1' 4" J_1'-4 2 #5 BARS CONT. (2) #5 BARS NT. H FOOTING @ INTERIOR BEARING u MASONRY WALL FOOTING C� PATIO K THICKENED SLAB @ &At GE, S- SCALE: N.T.S. S- SCALE: N.T.S. S SCALE: N.T.S. SHEET NO. REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THEill/If 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) L. JASON BERGER, P.E. DATE 1 S-2 (w/ 05 & 06 SUPPLIMENTS) & ASCE 7-02. ALL OTHER DESIGN PE# 64QO3 ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. � f _ SVR Lot 2 Block 2 OO REFER TO SHEET 1 SEC. 5.18 & 5.19 FOR NO SHEATHING JOINT HERE �; M ROOF DIAPHRAGM NAILING SPECIFICATIONS. 2x SYP 'L' BRACINGS @ 24" O.C. ¢' SEE TRUSS ENGINEERING FOR SIZE, EXTERIOR M w 2X6 SPF w/ (2) ROWS OF 12d EXTERIOR LOCATION, AND ATTACHMENT NAILS @ 12" STAGGERED (EACH FINISH g ROW) 3#5 VERT. WALL REINF. 2X- BLOCKING (LADDER FRAMING OR GROUT C MINa 1/2" J-BOLTS w/ELLS SOLID2"0x1/8" WASHER SPACED 6 PACKOUT) @ 32" O.C. @ 18" O.C. FASTEN w/ (2) 12d NAILS (5 PER SIDE MIN.) TOE-NAILED PER CONNECTION a• U 2x4 SPF (MIN) BLOCKING (EDGEWISE) @ 48" O.C. TOP & BOTTOM FIRST FOUR (4) FRAMING BAYS GARAGE DOOR MIN. @ GABLE ENDS (TYP. FASTEN TO TOP FASTEN 7/16" APA RATED SHEATHING & BOTTOM CHORDS w/ 3-16d NAILS (TOENAILED) EACH END TO GABLE END FRAMING w/ 8d NAILS @ �,d' 6" O.C. ALONG PANEL EDGES, 12 O.C. ALONG INTERMEDIATE SUPPORTS o 2x8 P.T. #2 SYP JAMB g" 3-COAT STUCCO FINISH. APPLIED PER ASTM C 926 TRACK/BRACKET FASTEN INTERIOR ATTACH GABLE TRUSS TO PER MANUF. SPECS. PLATE WITH 16d @ 4" O.C. STAGGERED 2x4 #2 SYP NAILED TO BLOCKING w/ 16d J / B GAR. DOOR TO BLOCK ATTACHMENT DETAIL 1/2" S.R. GYPSUM BOARD NAILS @ 6" O.C. FOR GABLES OVER 24 LONG PLACE SHEATHING FLUSH S-3 SCALE: N.T.S. Q� DRYWALL SCREWS @ 12 0.C. w/ MASONRY E @ CLG. & 16" o.c. @ WALLS (2) 2x6 ILL PLATE WITH 1/2"0x12" P.T. . "J" BOLTS @ 24" O.C. MAX O N Fri w A GABLE END DETAIL 1i r S-3 SCALE: N.T.S. w v z FASTEN ROOF SHEATHING w/ 8d NAILS w @ 6" EDGES, 12" IN FIELD & 0 4" O.C. ALONG NAILER o a CC3 0 SIMPSON MTS16 a TO TRUSS BELOW H 0 2x6 SYP SLEEPER W/ (3) 16d 5 NAILS @ EA. TRUSS RAFTER REVIEWED FOR COMPLIANCE WITH TWEE 3 nay ENG. TRUSS WIND LOAD PROVISIONS OF TH 004,.' / FLORIDA RESIDENTIAL CODE RC) & i FLORIDA BUILDING CODE (7C (wl 3 05 & 06 SUPPLIMENT), AND SCE 7 'P2 END. ALL OTHER DESIGN ELE ENT �fl PE, THE RESPONSIBILITY OF THE C. OR SHEET N0. C VALLEY-SET ATTACHMENT DETAIL L. JASON BERGER, P.E. 4 s S-3 S-3 SCALE: N.T.S. PE# 64003 SVR Lot 2 Block 2 OO ENG. ROOF TRUSSES #5 BAR w/ 25" (MIN.) o @ 24" 0. . (GROUT CELL LAP SPLICEw TRUSS ANCHOR ROOF SHINGLES SEE ROOF FRAMING PLAN SOLID) SEE FLOOR PLAN _ _ _ _ R-19 (MIN.) FOR REINFORCED CELL 1 > o r SEE NOTES 5.18 FIBERGLASS INSULATION. LOCATIONS & 5.19 (SHEET S-1) FOR ROOF NAILING SPECIFICATIONS I #5 (MIN.) DOWEL �, o INSULATION BAFFLE EPDXY-SET w/ SIMPSON SET EPDXY (OR EQUAL) MASONRY WALL W/ 6" MIN. EMBEDMENT r i-+•i C7 T EXISTING DRILL 3/4"0x6" DEEP 0 1/2" GYPSUM BOARD CONCRETE (MIN.) HOLE INTO EXISTING rFOOTING 1 -0" FOOTING MAINTAIN 5" (MIN.) LF"rt MAX. EDGE DISTANCE ; . .•_ C7 K.O. BLOCK BOND BEAM POUR . �T� SOLID W/ 1 — #5 BAR CONT. • : ' .'� . ;:, .' i—�--1 EACH MIN. LAP =25" FILL W/ 3000 psi CONCRETE. NOTE: CLEAN THE HOLE OF LOOSE PARTICLES & CONCRETE #5 BAR VERT. WALL REINFORCEMENT DUST USING COMPRESSED AIR & A NYLON BOTTLE BRUSH BEFORE EPDXY IS INSTALLED. SPACED PER FOUNDATION PLAN EMBED ACI STANDARD HOOK 6" IN Ln BOND BEAM. GROUT CELLS SOLID C RETROFIT DOWEL DETAIL STUCCO FINISH. I / S-4 SCALE: N.T.S. APPLIED PER ASTM C 926 6 V1 C7 H v RIDGE VENT: FASTEN p w TO ROOF PER MFR'S 25" MIN. LAP SPLICEI INSTALLATION INSTRUCTIONS Q C� SEE ENG. FOR IU o NAILING DETAILS 15# ROOFING FELT '� o 2 X 4 SPF 7/16" OSB ROOF SHEATHING O 8" x 8" x 16" CMU (MIN) BLOCKING FIBERGLASS ROOF PROVIDE INSPECTION BOTH SIDES SHINGLES HOLE Q EACH DOWNPOUR 3 1/2" 2500 PSI CONC. SLAB w/ OF VENT APPROX. GRADE FIBER MESH ON 6 MIL V.B. LAPPED AND TAPED PROVIDE 12" u MIN. COVER TOP CHORD OF ENG. 1-1/2" TYP. CLEAR ROOF TRUSSES (TYP) ° SLOT 0 RIDGE (SEE CLEAN, COMPACTED, TREATED- VENT MFR'S INSTRUCTIONS) FILL UNDER SLAB REVIEWED FOR COMPLIANC ITH T. WIND LOAD PROVISIONS T �fJ SEE FOUNDATION PLAN FOR SIZES A 2 #5 BARS CONT. B RIDGE VENT DETAIL FLORIDA RESIDENTIAL C DE RCS) FLORIDA BUILDING COD (F / S-4 SCALE: N.T.S. 05 & 06 SUP,PLiMENT):, Ahi 02 ° ',i SHEET NO. ALL OTHER DESiON ELEME BE A TYPICAL WALL SECTION THE RESPONSI ACTOR sIilTY OF T � _ „m:: r S-4 S-4 SCALE: N.T.S. L. JASON BERGER, P.E. ( E PE# t4OO3 } SVR Lot 2 Block 2 ROOF SHINGLES °O 7/16" APA RATED SHEATHING SEE NOTES �' M � N � 12 5.18 & 5.19 (SHEET S-1) FOR ROOF (TYP) VARIES (SEE PLAN) NAILING SPECIFICATIONS > o Qw ^' PRE ENGINEERED WD TRUSS M y @24" O.C. U.N.O. SECOND F OR 15 LB ROOFING FELT (SHINGLES) 15 LB ROOFING FELT w z 7/16" O.S.B. DRAFTSTOP 7/16" APA RATED SHEATHING FA (SHINGLES) NAILED TO FACE OF WEB BOTTOM CHORD: PERPENDICULAR TO FRAMING W/8d S SPACE AT 400 SF AREAS @6" O.C. ALONG PANEL EDGES AND 1 " DRIP EDGE OF SECOND FLOOR O.C. ALONG INTERMEDIATE SUPPORTS VING AREA 2x6 SUB FASCIA W/ ALUM. 3/4" T&G FASCIA & SOFFIT E•-1 C7 FLOOR DECK 2x4 SYP VERTICAL BLOCKING 2 X 4 RIBBON JOIST @TOP AND BETWEEN RIBBON BOARD BOTTOM FASTEN TO TRUSSES AT EACH TRUSS HEEL. USING (3) 16d NAILS @ EACH TRUSS z �" 3-COAT STUCCO FINISH. 7/16" OSB SHEATHING APPLIED PER ASTM C926 926 TRUSS BOTTOM R19 IN. INSULATION SEE ROOF PLAN FOR Cn CHORD TRUSS FASTENER 1/2" HIGH STRENGTH PB WIRE LATH DRYWALL NOTE: ALL PENETRATIONS 1X2 PT WD FURRING K.O. BLOCK BOND BEAM POUR 1 Z THROUGH DRAFT STOP O MATERIAL MUST BE O W @16" O.C. SOLID W/ 1 — #5 BAR CONT. b" 3—COAT STUCCO FINISH. � N SNUG-FITTING. SEAL EACH MIN. LAP =25" APPLIED PER ASTM C 926 PENETRATIONS WITH FILL W/ 3000 psi CONCRETE. 1/2" DRYWALL #5 REBAR POLYCELL FOAM. 15# ROOFING STUCCO STOP J N R4.1 MIN. INSULATION ON 8" C.M.U. TYPICAL SEAT PLATE < 0 3/4" T & G PLYWOOD EXT. BLOCK WALLS 3 NAILED & GLUED TO 8-d NAILS I TRUSS CHORDS. AT 6' 0/C O NAIL W 8-d NAILS AT / 12" 0/c 716" O.S.B. DRAFTSTOP 1X2 PT WD FURRING / 2ND FLR LINE CUT TO. FIT AND @16 STUCCO FINISH.O.C. LO INSTALLED BETWEEN APPLIED PER ASTM C 926 5 w EA TRUSS VERTICAL 1/2" GYPSUM o m (1) #5 VERT. IN FILL CELLS = WALLBOARD U.N.O. SPACED PER FOUNDATION PLAN W/DOWELS 25"(MIN) MIN. / ( ) 2 X 4 NAILERS INSULATION 3 1/2" 2500 PSI EMBED ACI STD HOOK 6" IN BOND BEAM GROUT TRU HORDS. CONC SLAB W/ 1X4 P.T. BASE CELLS SOLID PLASTER STOP m FIBER MESH ON 6 NAILER MIL V.B. LAPED & \OH 1INSPECTION PORT AT EACH EXPANSION DETAIL TAPED. BASEBOARD FILLED CELL TYP. BOTTOM CHORD STD. 90' HOOK (SEE OF TRUSS 1/2" HS DRYWALL CLG. o'—o' DETAIL) REVIEWED FOR COMPLIANC WITH E APPROX. GRADE. WIND LOAD PROVISIONS F E r 04 PROVIDE 12" FOOTING FLORIDA RESIDENTIAL C DE (F & 6 MIL VAPOR BARRIER COVER (MIN). FLORIDA BUILDING CODr (F C / ♦ ' 05 & 06 SuINS vM Nf), A f3 7=02 SHEET N0. SEE FOUNDATION PLAN FOR FOOTING SIZE ALL OTHER DE, GN' ELEM` ALL BE THE RESPONS I6tY OF t RACTOR CLEAN POISONED AND COMP. C_n A TYPICAL 1.5 STORY WALL SECTION SOIL_ (COMPACTED TO 95% V "T 4D SCALE: N.T.S. MODIFIED PROCTOR ASTM D1557) L. JASON BER P TE D PE# 0,0 6 SVR Lot 2 Block 2 TOP VIEW ZN M (� 2x6 'L' I 2x4 SPF (MIN) BLOCKING (EDGEWISE) @ 48" o.c.. FOUR FRAMING .3 c� BAYS MIN. @ GABLE-ENDS (TYP.). 2x4 SPF (MIN) W/ (2) ROWS OF FASTEN W/ (3) 16d NAILS 16d NAILS @ 12' Ch (TOENAILED) EACH END. STAGGERED \ I (EACH ROW). __ ; U SEE NOTES FOR ROOF NO SHEATHING TRUSS STUDS.GABLE-END SIAPHRAGT NAILING R-19 (MIN.) JOINT HERE. 0 SPECIFICATIONS. FIBERGLASS INSULATION. Cn H 2x6 FIRE-STOP LEVEL W 2x6 SPF UB— LEDGER. ATTACH W/ (3) 16d C7 FASCIA NAILS AT EACH 'T' BRACE W INTERSECTION. w 2x4 SPF BLOCKING WIND WW @ 32" o.c. R.O. z z 2x6 SPF (MIN) LEDGER ATTACHED TO w L' BRACING USING (3) 16d i" 3—COAT STUCCO FINISH. NAILS AT EACH INTERSECTION. 2x6 SYP 'L' BRACING @ EACH VERTICA APPLIED PER ASTM C 926 WEB. FASTEN TO GABLE-END STUDS W/ 10d NAILS @ 8" O.C. FASTEN 7/16" APA RATED W SHEATHING TO GABLE—END � -� FRAMING W/ 8d NAILS @ o O 6" o.c. ALONG PANEL Z EDGES & 12" O.C. ALONG Q PRE-ENGINEERED INTERMEDIATE SUPPORTS. 3) 16D TOENAILS @ TRUSSES @ 24" O.C. EACH INTERSECTION. J z W GABLE-END Q WINDOW FRAMING 0U \ 03 ATTACH GABLE TRUSS TO PLATE w/ 16d @ 4" O.C. O STAGGERED • IS) (2) 2x6 P.T. SILL PLATEIN-PLACE SHEATHING FLUSH r-I w/ 1/20"x12" "J" BOLTS w/ MASONRY @ 23" O.C. MAX 3/4" T&G SHEATHING GLUED & NAILED W/ 8d NAILS @ 6" o.c. 2x4 FLOOR JOIST BUILT EDGES & 12" o.c. ALONG INTERMEDIATE INTO ROOF TRUSSES. SUPPORTS. PROVIDE 2x4 BLOCKING " EDGE-WISE @ PERIMETER FASTENED 1/2 S.R. GYPSUM BOARD w/S. SCREWS W/ (3) 12d NAILS (TOENAILED) @ EACH END. DR O.C.@ 12" O.C.WALLS REVIEWED FOR COMPLIANCE WIT THE /@ CEILING & WIND LOAD PROVISIONS OF T 20Q4 ;+ FLORIDA RESIDENTIAL CODE FRC)A FLORIDA BUILDING CODE ( C) ( / A GABLE-END DETAILS 05 & 06 SUPP.JIMENT), A D AScE T- ALL OTHER DESIGN ELEMENTS SI ? SHEET N0. -4 SCALE: N.T.S. THE RESPONSIB& 1TY OF THE C I S_4 L. JASON BERGER, P.E. PE# 64O i3 lit ,A. SVR Lot 2 Block 2 (3) 16d TOENAILS STUD OO TO BOTTOM PLATE � m a N (3) 16d NAILS BOTTOM PLATE 1Od - 3' 0.C. ill TOBLOKING a LSTA18 SIMPSON H10 0 EACH TYPICAL TRUSS 2x4 SPF BLOCKING 0 16 O.C O w/(3) 16d 0 EA. END 16d TOENAILS 0 4' O/C 1 SECTION DETAIL S4F SCALE: N.T.S. 2x4 RIDGE z (S U '41 'FRAM TOENAILS PER OC DEG w/(3) 16d CNRAL ¢ ) S® SI2NG SIMPSON H10 W/2) 2x6 HEADER S (8) 8d NAILS TYP. 2'x4' DORMER BOX—OUT O• EACH SIDE ENG. DORMER TRUSSES 24 O.C. w SIMPSON LSTA18 W/ SIMPSON SPH W/(12) 10d NAILS (22) 10—d NAILS TYP. ON INSIDE WALL, TYP. O 2x4 WALL EXTENDS DOUBLE 2"x4' TOP PLATE FASTEN z TO FLOOR TO TRUSS w/ H10 INTERIOR AND (3) 16d TOENAILS EXTERIOR ENG. ROOF TRUSSES w Q z EXTERIOR WALL 2x4 SPF STUDS 0 16" O.C. SIMPSON MTS12 W/14-10d NAILS U.N.O. w/(3) 16d TOENAILS INTERIOR WALL FASTENED TO GIRDER TRUSS BELO & BOTTOM (TYP. EACH SIDE) x4 KNEEWALL FASTEN KNEEWALL TO GIRDER TRUSS w/ (1) LSTA18 (MIN) ,y 0 EACH STUD (TYP.) BOTTOM PLATE SHALL EXTEND CHORD "x4" SPF BOTTOM PLATE w 10d PR9 SIONS REVIEWED -.N F 1 WITH OF TRUSS BELOW 2 04 r'LO -IDA RESIDENTIAL CODE'( & NOT TO SCALE 1/2' CDX OR 7/16' O.S.B. FASTENED 0 3" O.C. INTO GIRDER BELOW FIcORIIIA'BUILDING COD- / SHEET NO. w/ 8d NAILS 0 4" 0/C BOUNDARIES, (INSIDE) SEE SECTION ej c�5-& 0f, �PPL1MENT A 7 02 BLOCKING FULL HEIGHT OF 6" 0/C EDGES, AND 8' 0/C FIELD. 54F ALL OTHER DESIGN Ec LL OE TOP CHORD w/(4) 16d BLOCK ALL SEAMS 0 SHEAR WALLS THE RESPONSI,$ILIT( F: RACTOR C_4 TOENAILS EACH END V A DORMER KNEEWALL ATTACHMENT DETAIL L. )AS[7N eSRc1=R,. _ z� F S4F SCALE. N.T.S PL 6400 I:F o�`aoo��a of SVR Lot 2 Bloc 20 m ROOF FASTENER LEGEND NOTE CONTRACTOR SHALL REFER - PO THE FINAL TRUSS ENGINEERING Lnj i,' '� PACKAGE FOR CONSTRUCTION. �., (I) SIMPSON HETAL20 TYP @ MASONRY UPLIFT VALUES THAT MEET OR > .-� EXCEED 1000M AND REACTIONS f'.}r. CONNECTIONSTHAT MEET OR EXCEED 3000M ARE � * y,-SHOWN AS NOTED. THE VALUES E'1`tt` 7t'$ r, r DOUBLE SILL PLATE. SEE DETAIL THISARE HASED ON THE ENGINEERED (r? - x- �TRUSS LAYOUT AS PROVIDED HY a.' ;�THE MANUFACTURER. "SSt t7 #ts.: t7C. 4� SHEETf8 t,1-C"4 tlI I LfV� ; 25 ci re." I(2) HETA20 G° 3 3 3 1 LGT2 - SCAB AS NEEDED Zc, O@ H10 TYP WOOD CONNECTIONS O ' SIMPSON MGT W/ 5/8"o A.B. (6" MIN. EMBED.) w� O CAST-IN-PLACE (OR EPDXY SET USING SIMPSON SET • S V EPDXY) ' 4Y O SIMPSON H14 OSIMPSON HTS20 W/ (24) 10d NAILS. .` O2x4 LADDER FRAMING @ 16" o.c. FASTEN TO ADJACENT TRUSSES USING SIMPSON LUS24 W/ (4) 10d NAILS INTO TRUSS & (2) 10d NAILS INTO 2x4 LADDER JOIST. r1� 8 8 8 1 0 HTSM16 a 2 O 11 HD10A ATTACHED TO TRUSS VERTICAL w/ M w 7/8"0 A.T.R. TO INVERTED HD10 @ TOP OF POST. ' 7 8 / f /_ DENOTES GABLE END DIAPHRAGM SEE NOTE 5.19 SHEET S-1 FOR NAILING PATTERNS G 3 310 310 11 Q K719x / Q . flJ 6827 l/ t' . W • Z 0. I— s / - 1= U-1989= sr 6� 3 In D ' �'.=' � •'' f'i = ,/..�: ATTACH BLE SS 5.7.12 i T TOP WI 1 d@ 21'2• 4" C. ST E D (2) 2x6 P.T. SILL PLATE P1 A� FLUSH WITH 1/2"0x12" "J" W/ PARTIAL-TRUSS DETAIL BOLTS @ 24" O.C. MAX s. j! SHEET NO. SCALE: N.T DOUBLE SILL PLA S-5 SCALE: N.T.S. . , .._- +w +µ• `. SVR Lot 2 Block 2 OO m M, b DOUBLE SPF TOP PLATE LAP SPLICE M y SIMPSON SPH4 @ 24" O.C. w/ (12) JOINTS 48" (MIN.) w/ (15) 16d NAILS 10d x 1-1/2" NAILS EACH SIDE o o FLOOR TRUSSES fl SEE TRUSS LAYOUT FOR DOUBLE SPF TOP PLATE LAP SPLICE II TRUSS CONNECTORS U JOINTS 48" (MIN.) w/ (15) 16d NAILS w z z _ _ _ __ / __j _ OH SIMPSON SPH w/ (12) 10d NAILS P. -- C7 Wa SIMPSON SPH4 w/ (12) 10d x 1-1/2" NAILS EACH END OF HEADER z SEE FLOOR PLAN FOR HEADER SIZE SEE FLOOR PLAN FOR HEADER SIZE SIMPSON LSTA24 w/ (18) 10d NAILS (1 EACH END OF HEADER) FRAME-DOWN TO FRAME-DOWN TO 2 X 4 SPF (MIN.) STUD GRADE OR OPENING IF REQUIRED. OPENING IF REQUIRED. Q 0 BETTER STUDS @ 16" O.C. ( I W FASTEN STUDS w/ 12d NAILS @ 6" O.C` I FASTEN STUDS w/ 12d NAILS @ 6" O.C. ( J V Z 2X SPF MID-POINT BLOCKING TYP. I 2X SPF MID-POINT BLOCKING TYP. _ II _ DOUBLE JACKS DOUBLE JACKS 0 (typ.) (typ.) z 3 5/8"0 x 8" SIMPSON TITEN HD ANCHORS ►� z @ 18" O.C. FOR BEARING WALLS WITHOUT I WIW 10 A SLAB STEPDOWN pp o 4 i 4 : d e/ \ 2 X 4 SPF (MIN.) SIMPSON HTT16 w/ (18) 16d NAILS STUD GRADE OR AND 5/8"0 x 7" EPDXY SET SEE FOUNDATION PLAN BETTER STUDS SEE FOUNDATION PLAN THREADED ROD USING SIMPSON SET EPDXY SIMPSON SPH W/10-10d NAILS TYP. FOR FOOTING SIZE @ 16" O.C. FOR FOOTING SIZE B LOAD-BRIG. INT. STUD PARTITION DETAIL (W/0 UPLIFT) A LOAD-BRIG. INTERIOR STUD PARTITION DETAIL s-6 SCALE: N.T.S. s-6 SCALE: N.T.S. J f ✓e REVIEWED FOR COMPLIANCE WIT THE ' WIND LOAD PROVISIONS OF T 2004 SHEET NO. FLORIDA RESITYENT)AL CODE ( RIG) & FLORIDA Bl1LD1NG CODE (FBC) (w/ 05 & 06 .SUf?PL+MENT), AND ASCE1 2_ ALL OTHER DESIGN ELEMENTS SHALLE � ti S-6 REFER TO DETAIL A, SHEET S-6B FOR THE RESPONSIBILITY OF-TN E, CANTR O y 6 J MASONRY ATTACHMENT WHEN REQUIRED. L. JASON BERQER, P.E. DAT PE# 64003 p ,' SVR Lot 2 Block 2 00 M M M 1/2" x 8" 'L' BOLT @ 24" O.C. VERTICAL SPACING. 2x_ SPF STUD 1x8 PT BUCK SEE SHEET FOR WALL SIZE 1/2" x 8" 'L' BOLT @ 24" O.C. VERTICAL SPACING. SEE TRUSS LAYOUT FOR O O [11111] O O DOUBLE TOP SPF PLATE LAP SPLICE JOINTS TRUSS CONNECTORS a3 48" (MIN.) w/ (15) 16d NAILS EXTERIOR �T�C7 `° I HEIGHT REINFORCED CELL Wz VARIES SIMPSON SPH w/ (12) 10d NAILS TYP. TOP VIEW C/] 2 X 4 (MIN.) STUD GRADE OR 2x_ SPF STUD SEE PLAN BETTER STUDS @ 16" O.C. FOR WALL SIZE O w 1x8 PT BUCK Q J y - -7 ' \ C3 Z W a 2X_ SPF MID—POINT BLOCKING P. / V Q Z LLJ Lu �--1 C.)1TF m Cq VO U 3 o 3 N 3 0 w Q •�� O z Z g 5/8"0 x 8" SIMPSON TITEN HD ANCHORS a @ 18" O.C, FOR BEARING WALLS WITHOUT A SLAB STEPDOWN e ° II •J V REVIEWED FOR COMPLIANCE WIT THE • WIND LOAD PROVISIONS OF 2004/ ii FLORIDA RESIDENTIAL CODV(FRQ & ` o' SIMPSON SPH W/10-10d NAILS TYP. FLORIDA BUILDING CODE FBC) w// ,fig, 05 & 06 SUPPLIMENT), AND AC 7 SEE FOUNDATION PLAN FOR FOOTING SIZE ALL OTHER 0E-,$t�N ELEMENTS FAA H SHEET NO. THE RESPONSIBILITY OF THE R A LOAD BRG. FRAME TO MASONRY ATTACHMENT DETAIL S-6 T 6 SCALE: N.T.S. L. JASON BERGER, P.E, PE# 64003ii -- B t SVR Lot 2 Block 2 OO cn M 6 MAX. NO SHEATHING2X6 w/ (2) ROWS OF 12d NAILS @ JOINT HERE a N 12" STAGGERED (EACH ROW) o ^ AvA 2x6 SPF SUB FASCIA 2X4 SPF BLOCKING @ 32" O.C. w Z 3-COAT STUCCO FINISH. APPLIED PER ASTM C 926 STUCCO STOP WHEN APPLICABLE E-- z GALV_ 'L' FLASHING SET IN ASPHALT SEALANT M�Z r W ATTACH EACH PRE-ENG. MONO TRUSS TO FLAT CHORD OF STRUCTURAL GABLE w/ (3) 12d TOENAILS. C/] / /' ROOF SHINGLES (SEE PLAN) N 2X6 SPF SUBFASCIA _/ - ___ I _ I_ ______ W 0 z it w A 0 Z SEE PLAN FOR SETBACK 0 g TRUSS ANCHOR PRE-ENG. GABLE TRUSS (SEE TRUSS SEE ROOF ENG.) FRAMING PLAN n v A BOSTON HIP FRAMING S-6J SCALE: N.T.S. REVIEWED FOR COMPLIANCE WIT HE WIND LOAD PROVISIONS OF T ( 2004 /4 FLORIDA RESIDENTIAL CODE FRC) }7 FLORIDA BUILDING CODE BC) (w 05 & 06 :S PPt1MENT).'AND ASC 7 ", ALL OTHER,DESIGN ELEMINTS S1-1 LL 1 SHEET NO. THE RESP�NS1B+LITY OF THE CO L. JASON BERGER, P.E. -6 PCIff '64003 J 6 SVR Lot 2 Block 2 OO c+� M b N cn 0 I 2X VERTICAL LEG OF TRUSS 5/8" SHEATHING MASONRY) VINYL SIDING HOUSE WRAP BARRIER 'TillMETAL PLATE @ BTM OF EACH TRUSS 7/16" OSB SHEATING E w/ ALL SEAMS TAPED OR USE 15# ROOFING FELT @ LINTEL. CI'D cd & OVERLAPPED TO 8'-0" HIGH %" 3—COAT STUCCO FINISH. OUTSIDE STARTER MASONRY APPLIED PER ASTM C 926 STRIP WALLS. STARTER STRIP LAP CORNER MINIMUM NAILER TO BOTTOM 1" 1" MIN. a 6" w/ INFILTRATION OF OSB PROVIDING OVERLAP BARRIER. Q� 1-1/2" OVERLAP OVER TEXTURED, PAINTED FINISH BELOW. J Q w STUCCO FINISH. VINYL CORNER APPLIED PER ASTM C 926 TRIM Q GABLE END TRUSS U 5/8" SHEATHING p N TYVEK OR EQUAL Q INFILTRATION WRAP U J 0 VINYL SIDING Q g J •r� O � 5 _ a A VINYL SIDING @ GABLE DETAILS B VINYL CORNER TRIM DETAIL J -6 SCALE: N.T.S. -6 SCALE: N.T.S. REVIEWED FOR COMPLIANCE WIT HE WIND LOAD PROVISIONS OFT 2004 FLORIDA RESIDENTIAL COD (FRC) FLORIDA BUILDING CODE FBC) ()4/ / 05 & 06SJ.PPLI,MET), AND.-AS ALL OTHER--CEGN EL MENTS THE RESPfQNSIBILITY OF THE C r' SHEET NO. L. JASON BERGER, P.E. C � Pfi# 64x03 d J_ K 6 lEndura SVR Lot 2 ock 2 For Masonry Rough Openings 000R COMPONENT SYSTEMS__ H HH ! r H t aH 1 1 1 1 I 1 I I I ( 1 rn (St Screws per sdeai17.5 �S ea ��—aaliesr � € spacing tpr a.1 5 — 3 act 7: , sale at 1 6/8 unit er 'n€ spacbro for pa(rta0 tnr (7)Screws per Ca`1 eras 0C art?ts side at 14 4F 3 Scravts C+°t' r71 Sewn w 1 S,ewo pes spaung for xr; hf 1 , ' 4 P_3f 14 ,.4_V t 4- &0 units sa. :,x -rn.�p ter TYi } �1 JP Double door unitlit id with t unit unit l Sin e door door wo sees Single Single door unit with one sidelite Singleo w (boxed construction) (boxed construction) J � Q a Z � O 0 jl I1 l � 11 11 11 1111 Cocac Q o SILICONE APPLICATION MINIMUM FASTENER COUNT 5 fasteners per vertical framing member and 3 In header for OW an=ts. 7 fasteners per vertical framint member and 3 in header for 8 inks. Acc scc;e LATCHING HARDWARE bet se„or t in Compliance requires that ANSI A15$.5 GRADE 2 or better cyirndricat and deadbolt security lock set be installed.Follow assembly instractioes POE-AI-X. J i^ NOTES' SHEET NO. 1 r'esteners recommenced for Ins end are 3116/x 2-3/4 Tapcon scree s cal mired by the lowest fastener rating for f/mew arachrrr positioning. x. The Tap nn screw le gtn 0 designed for 1-"t,"4'minenirm embedment into the masonry,. S .nt rl fOdin r;d t, dl ern i+o chtl o ( 11000:1:tear silicone rub e s al ant CIXQ note rob i inn apprsx 12 oz,c li ccc:Xi emote Inetpprre16o Y Suns faselppron807,ofelcc Oflitspteunits(=eaiuseapprex24oz 4smccne,OXxfquaC Double door unit with two sidelites units ft44}use app a 32 no of_.:come.Sriconxe rating_ASTM 0-020,Clans 25.Type S.grade f lS_DAP product numger.08641. F:r manta attic in wir'n be r' lobe or 4glt-velocity hurricane YOneS,add a fastonerS to Sill AT:tans:01-4305301,01-13054102 and(if-at}5s.03 iAtthtteciuroi Teeing.inc.:Ynrk.PA} i ' Design Pressure Chart Stock Building Supply Portrait Doors Door Door Style Structural Design Florida Assembly Height Width Fiberglass Pressure Test Report# X 6' 8" 3' Opaque +65.01-70.0 6184.1 XO or OX 6'8" 3' Opaque Door +47.0/-47.0 6184.2 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 XO or OX 6' 8" 3' Opaque Door +47.0/47.0 6184.3 6' 8" 3' Sidelight Glass ODL Screw Frame +47.01-47.0 6184.3 OXO 6' 8" 3' Opaque Door +47.01-47.0 6181.4 6' 8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 OXO 6' 8" 3' Opaque Door +47.01-47.0 6181.5 6' 8" 3' Sidelight Glass ODL Screw Frame +47.0/-47.0 6181.5 XX 6' 8" 6' Opaque Door + 50.0/-50.0 6184.6 E OXXO 6' 8" 6' Opaque Door + 50.01-50.0 6184.7 z O w 6'8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 p OXXO 6' 8" 6' Opaque Door + 50.0/-50.0 6184.8 i= 6' 8" 3' Sidelight Glass ODL Screw Frame + 50.01-50.0 6184.8 J � � Q a X 6' 8" 3' Glazed ODL Smart Frame + 55.0/-60.0 6142.1 Z CC3 XO or OX 6' 8" 3' Glazed ODL Smart Frame + 48.0/-50.0 6142.2 p z 6'8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 0 OXO 6' 8" 3' Glazed ODL Smart Frame + 48.0/-50.0 6142.3 E 6'8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 XX 6' 8" 6' Glazed ODL Smart Frame +47.01-47.0 6142.4 OXXO 6'8" 6' Glazed ODL Smart Frame +47.01-47.0 6142.5 6' 8" 6' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 X 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.6 XO or OX 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.7 6' 8" 3' Sidelight Glass ODL Screw Frame +60.01-60.0 4177.1 OXO 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.8 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 XX 6' 8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.9 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXXO 6' 8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.1 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 SHEET NO. D2 3 MODELS 11OR (24 GAUGE} REV DATE MODELS 120R 01 7/2002 NEO. LOADS WERE .-7/...555 ; PUSHNUT TO TE 16 GA, PAINTED END SOLES ATTACHED TO DOOR ONE INTERMEDWTE STILE BETWEEN EACH EMBOSS LOCATION. SKIN WITH PATENTED TOG—L—LOC SYSTEM ATTACHED W TOG—I.—Doc OP to 80 (TOP, BOTTOM &CENTER). HORIZONTAL TRA:CKC SUPPORT BY AND LJRETHAE ADHESIVE(ALONG CEN IB GA. GALV. DOUBLE END STILES OPTIONAL 1/8'ACRYLIC OR ATTACHE])TO TOP AND BOTTOM RAIL SNAP LATCH ENGAGES j14x5/8"SHEET►ETAL SCREWS DOOR INSTALLER LER TO SUt1) A TSB GLASS UTES vANABLE WITH PATENTED TOG—L—LOC SYSTEM. ONTO V£Pn AL TRACK LH. R TOP BRACKET DOOR SYSTEM �' (SEE SECTION B—S SNAP LATCH ON o EN SIDE F TTRRACK HORIZONTAL 0 4 Imo.STILE Ii 13 GA. GALV. STEEL FLAG BRACKET. e o cr -o? OUTSIDE KEYED END SiPWxNG%fW5. nmDRO M OV C V W - HANDLE STILE 14 l END ig C,A„tlrrsR#� .Tt' BIEQE INSIDE HANDLE '" DOOR KE TED LOGIC r,ir-iiJ r-iI ffl SN TCH u&K OPTION HEIGHT 'L' I"DOOR OVERLAP(EACH SITE) STOP IAOULDING BY DOOR I MALLET SUIT) 2"CK STEEL TRACK, TWO POINT LOCKING {gip SLIDE BOLT 16 GA GAY. STEEi PLANTED E►ND A£ TT K T}IKKNESS; .093" INTO TRACK. END LOCK ENGAGES 2x6 YELLOW PINE JAMB 18 GIs GALY.STEEL DOUBLE END STILE y__ 4 INTO VERTICAL y' �� Y TRACK.ONE 20 GA.GALV.STEEL.INTER.STILE TYP. 2-1/2"x12 GA. CALV. LOCK ON _._, STEEL..TRACT( BRACKETS. EACH SIDE 12 GA CALV.STEEL TRAX2S / DDaTANCE BETWEEN BRIA2cE1S LOCATION OF A OPTIDIYL OL1TSIbE KEYED LOCK POSITK!!t INSID WITH 5/i6. 8 L I NS f / NOT TO EXCEED /4"D,C. OPTIONAL VEINT ---MAX. DOOR WIDTH 5$'-2` 8OKMETD BLEF R STIE. NOT TO EXCEED 14"O.C, 7 T$" t�FT OR PUSHNt7T t6 TOTAL RS U PER SIDE Jj FOR DOORS UP TD 7'O' HRH).BAlEENG �LFkSTALLED ON ROLLER SMUT FOR R DDORS TE B STILE FOR UNRESTRICTED OPERATION, K P I EHIOH). -- STILE 2 GALVV STEEL TRACK FASTENED TO 14 GIG GALV. STEEL STAL ROLLER 12 GA GALV.STEEL TRACK BRACKETS. FASTENED TO END ES EACtI W�, A} 1$ GA. G.4LV, STEEL CENTER HINGE j,E;. DOUBLE TRACK DOORS UP TO�'_�y H 41 CONSIST QF((4} SECTKkN3 ((Sf#QWN}. TRICK ATTACHED TO EACH BRACKET �T4x5 SHEET METAL SCREWS F Tb 3MER. SAIL 4 LOW HEADROOM IS DOORS OVER 7--0 HIGH CtN GIST OF(S) SECTIONS(NOT SHOWN), OUTS DE MYTH ONE 1/4 x5/6" BOLT&NUT 2 f 4' TAPPING SCREWS PER 74x5/8 SHEET METAL AVAILABLE AS AN OPTION SL BE THE RESPO BILTTE(OF THEPROFESSIONAL OF W.tiNDLE OR TWO 1/4"DNA. RNETS. 2' (BA. LONG STEM, 1O BALL STEEL ROLLER. RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE .IAMB CONFIGURATION LOCK BAR WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON ENGAGES GN PREPARATION OF JAMRS BY OTHERS. THIS DRAWING. OUT=aaor KEYED IOCK TRACK SE4Ti LT} (TOP) JAMS �y/C�I1 l� FRONT FRAM£WITH U.V. 1OCK_SAR LS 1NG OF DOOR. HORIZONTAL COATING ON OUTSIDE SURFACE JAMB TO SUPPOSING STRUCTURE ATTACHMENT LNG L0M LRDM ODCIR) E .,. f THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK O w 11fuET" 1flI( TD THE 2x8 VERTICAL YELLOW PINE(GRADE j2 OR BETTER)JAMBS. NO LOAD FROM THE DOOR I IZ IUJJ OPTIONAL 1'D SCREW IS TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. I 1 Q 8 ACRY CR ...LtTE 2) ALL.IAMB FASTENERS MAY BE(BUT NOT REQUIRED)COUNTERSUNK TO PROMOS A FLUSH MOUNTING SURFACE. FASTENER MOLDED INSIDE- T/B`ACRYLIC .SEGTlOti9=@ LIST RETAINER j&*3/4`PAN HEAD SCREW WOOD FRAME BUILDINGS TYRE J = 2*THICK-- (10 SCREWS PER LifE) STUDOR (( WALLS 2*6 ((OF POOR OPENING SHALL FRAMED SCUD BY NOT LESS THAN (3) 2x4 (UP TO 9'Wx$'H WM LaTIC w OF 1 FFLLOR'U,WADING COOED GRADE NOT LESS UP TO HHAN 112DOB PSI NOMINAL EXTREME TIBER PRESSURE TREATED GRADE�2 OR BI�BENDING ( STUDS OF A STRESS D.C. NIH. No. I pr. of taa�t.t) sIEET... STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. ( j OF FASTENERS �./ IN SECT.1eao.I.4 OF 14C FLOPow OLVLOAA;rB BLOCK WALL OR CONCRETE JAMB 12 GA.OALY. STEEL TOP ROLLER BRACKET. ANCHORED WOOD JAMB SHALL BE ANORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. I EACH BRACKET ATTACHED W/(4) 14x5 8' BLOCK WALL CELLS SHALL BE FTU£D WITH CONCRETE AND REINFORCED WON REINFORCING BARS EXTENDING i r 2x8 VERTICAL,.JAMB SHEET METAL SCREWS.ADJUSTABLE ATTACHED Ft INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO TOP BRACKET WITH(2) 1/4"x1/2 SOLES AND TO FOOTING PER BLOCK WALT.OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE 0 NUTS PER BRACKET. DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF r ((pJ) IQ / r ) SHIP LAP JOINTS. 3 8' (T 1'. 2x6 (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS. Oz " DOORS UP TO 16 2'WxB'H 4 LLC—CHANNEL MAXIMUM 16 GA. GALV. STEEL MIN. No. OF ON CENTER FASTENERS DISTANCE. STEEL PER VERTICALBETWEEN WASHERS 14 GA. GALV.ROLLER HINGE. BUILDING TYPE FASTENER TYPE JAMB FASTENERS REQUIRED? W000 FRAME 1/2 - /8 EMBED) LAG SCREW(ASIM GRADE Al 18-114 YES D - EACH HINGE FASTENED TO END1 ' .. STILES W/(4) 14x5/$"SHEET METAL 2400 PSI A1IN. CONCRETE t 4 x 1-3/4 MIN. EMBED TAPCON ICNI JF,TE ANCHOR 9 11 YES 1 O D. AM) (2) 1/44a /4'SELF TAPPING SCREWS. — x — 4 j x — 17-1/2 NO(INCL HO UDE j (SEE VIEW'B"} ONE 4'TAU. x 16 GA C—CHANNEL PER DOOR SECTION. i Ro AtS W,P.E. DESIGN LOADS., +37.0 P.S.F. & —41.0 P.S,F. (( axx'ttlt tA�tauHA P.c�?3 TEST LOADS:~. -[55.5 P.S.F.. & --61.5 P.S.F.(1) 1/HEW3r4'SELF TAPPING SCREW PER STILE L.00ATI©N. FIONxkA P.L/,teas 5 25 CA. MIN. EXTEItIAR SKIN WmN G-40 b THIS DOOR S N ORIGINAL DRAWINGS ARE SIGNED IN BLUE 25 VA. MJNG, XTERI-ON PRI T AND 0 THIS MEETS N LOADS FOR THE WIND SPEEDS LISTED BELOW INK WITH A RAISED SEAL (EMBOSS). BAILED-ON POLYESTER PAINTED TOP COAT 1-1/4"WIDE x 16 GA GALY, STRAP. (5) PER DOOR SECTION LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE 2001 FLORIDA BUILDING APPLIED TO BOTH SIDES OF STEED.SKIN. ��_. 7$'WIDE DOORS, EXCEPT($}STRAPS ON 2ND(LOGC) ACCORTING TO THE 2£#It FIOTtlDA BUI.DII CODE ASCE7-9$ F TE3E FOUAWLNG xwrAcnwro r nsnoaien SeCET SNEEis LVtAVIiG rkn REv. a SECTION {SEE INSIDE ELEVATION. EACH STRAP ATTACHED CODE ((ASCE7-98 FOR THE FOLLOWING CONDri NS: 1) — WITH (3) 1/4'x3 4'SELF TAPPING SCREWS (TWO GONDI714NS: 1) LDSSI) 8140MG, 2) DOOR 2) DOOR HAS 2 OF WIDTH IN BUILDINGS MANUFACTURE]) 1 1 102617 Oi SCREWS TO ONE SCREW TO C—CHANNEL). HAS 2'OF#6TH IN BUILDINGS END ZONE. EHt) ZONE 3)USE FACTOR OF' t.O. 4 ANY 3 USE FACTOR OF 1.0, 4 ANY ROOF SLOPE. FACTPR, DEB,ST OCOEEL IY 5 WIND SPEED (MPH) S 510 120 I 130 MWW MWW TIESCRIPTTC)N ',, 13 GA GA1,Y. QM SRACI(ET. WAND SPEED MPH s 130 14O 1 150 EXPOSURE LEVEL B or C B C S t 3 ,� ATTACHED WIH�2} t-x5/a"SHEET METAL SCREWS. ECPOSURE LEVEL s or C B C B DQL1BlE CAR MODEL 11ORY4B $C 12ORWS n �, .._.. MEAN ROOF HEMM 30' 30' 15' 30' DAZE SIDLE / ALUMINUM EXTRUSION &VINYL WEATHERSTRP. MEAN ROOF' HEIGHT 30 30 '}'' 15 30' 6/13/02'. NOTED /f— 1 FS DESIGN (..(}AD to Prpeuefx Cempie AI Rgnta Reerr.4. The ornament: heroN or,the ed. p�ty (513) 770-4600 SHEET NO. o pro f the Clopoy BuAAN)Prodocta Cam ny one moy not 8585 DUKE BLVD, be re roducod In ony term•t*ut Ks writken Permtaaeon. MASON, OH 45040 USA - _— DMMerr a l�arkxer T D4 3 6 SVRLot2BIo k2 1 ;1/4" MIN. €, MIN BRIE S 1480 15 /1590 t3f1RIZONTAL SL.IDG ND0 1AMt )COMPARAThIE AttALiSIS do ANGHDR t JAN11TY"CHART EMBEDMENT SHIM AS LO D. TYPE, Yttt�tDGW"SIZES (NUMB`C $8 W NUMBER OF 3/16"`9�"TJ+PCONS' A,�r �30� __CAULK BEFAEEN (SEE NDTES.- W NDOW FRAME tl4"SEtltvt• -SHIM AS REEQ'D }T,7:T: INCHES DESIGN PR£5 SURE REQ 1). IN FRAME RE Q'D, IN FRAME 130 MPH PARTIAL Y A000 & .. AGEMAX.-, t er oP nNc, JAMB MA3 cr€a } oAPAaTY IN PIS ' �r UM EMBEDMENT i 1/4 MINIMUM EMBEDMENT T t sut Nc BY OTHERS p - 1 ' 2 AT . 4x12 _ 2 2 2 2 x ()! 24 x 24 —80. 2' 2 2 2! 80 arisFAL A ANCH ". 1N TA1 i ATEON elt0R S HOWIi .iA TCl*1, 24 2 2 2 � 93/4315/t � TAPGOhi: 24 x 48 —SO; 2 2 2 2- 2 23Ji —70S$, CAULK K BE Iv Er4: PERIMETER CAULK≥ 24 x 5D -.-50 2 2 2 2 2! K. BYO1H CAULc 13 N, 36 x 12 —80 2 z 2 2 2_ 2 WtNI)OW WIpT ~.• ..,.. 131JCk . . ; a 7 $ (SSB)' WE2 331?_B MASONRY OPENING 36 x, 24 —80' 2' 2 2- 2 2_ t5 3/4 119 5/8 } { 8} BY O S 36 .x 36 —8© 2` 2 2 2 2 2' ,5 3/4 x 315/3 50 (5SE3 EXTERIOR 36 x 42` —60 2` 2 2 2 2 2I53/4z315/3 50 {fi3S€i ' ONE t3Y YIQCO. - SHIM AS REtYD CINi=$Y≥H�t)sXp , BUCK 8Y-OTHER f><ttJtK ETWEEN BUCK 8f" OTHER 36 •x 48 —76 Z' 2 2 2 2 2 X5 3/4 x x•5/8 —50 (D ) t loTEs) SECTION WINDOW E 1NSTALLA73XJN AN HLktt Wtkit?'Blatt 48 x 12 �-8fl 2 2 2 2 2 2 ,3/4-x 75/3 -80 {S CAUU< BETWEEN show DiA.TAPCON 48 x 24 —80 2 2 2 2 2 2 1 3/4 19 /6 —70 {S } tASOWOOD BUCK 4RY c iNG. 48 x 36 —80 2 2 2 2 2213/4 x 315/6 —50 (SSB) 81' OTHERS 48 x 42 -74, 3 3 2 2 2 2 2i 3/4x37"5/ 50. DSB) 48 x 48. -62' 2 2 2 2' 2 2 213/4x435/8I `50(3/16") 11 !4" MIN. 48 x 55 -52 2 2 2 2 2' 3/#x 5O 5, -50' 3x6" CAULK BETYQ00 WIUCK- EMBEDMENT 60 x 12 -80 2 2 2 2 2 2 27 3/4 x 7 3/IT 80 {ASH}. FLA1�E � WOiID.�LtCIG, SO x2 24 —80= 2 2' 2 -2 2 2 273/4x195/8; -5503 V� --} 4" o.c Mnx. 60x36 --8.Q 3' 3 2 3' 3 2 27 /1 X3t5/3 -5S {DSS) 60 x 42 -66 3 3' 2 3 3 2' 27 3/4 x 37 5/8 -47 {D58) -+ 60 x 48 -54 3 3 2 2 2 2 3/4 x.43.f8 55( /1 ") N TI 3/4 5d 5f 8 Pq'MElER CALILx 60 x 55• 44 2 2 2 2 2 2 55: 3 16" N BY'OTHt R t ja" Sk1-DM ■ 72x12 12 -80 2 2 2 2 2 2 33 3/4 x 7 5/B X80 (SSO • SPACE MAx:, / 3/ FLANpGwE TYPE 72x2 24` -80 3 3. 2 3 3 2 33 4 x T95/E -49~ {SSB} WAQDER I E MI: NINDOW 72 x 36 -80" 4 4' 2 4, 4 2' 33'3/#,3/4x 31S/3 S/3 -.50 {DSB.), HI IGHT 72 x 42 -61 3 3 2 3 3 2 333/ x375/8 5C (3/15 ) 2 72 x 48 -49' 3 3 2 3 3 2 33 x'43 /3 -503/16"> o 2#"4 G.►tAIL 72 x 55 -40 3 3 2 3 3 2 31,3/}x50 5/8IQcL16" c3 3 r3 Z GEL_.NQ : t) SINu AS kEQ,/"t€B aQT T4 EACH iNSihltA'fWN AND tMFhi LOAD Stt1At MAX. . ALLOWABLE S7 M STACK TO BE-1/4• Ck EXTERIQ 3 C BED HMAIERIA a u,MUST .WINDOW ATTAaIED TO THE SUBSTRATE WITH VULICEM!16 ,X*WSIVE CAULK CR,APPROVED El'JAL HaoHT HrEI 4) CAtXX PERIMETER SEAL A*ft4C aT'otll1R OF WINDOW flANGC ENINt)OW ) DE6CN PR7 ES;SILOM 4 ARE 9A ON CAFACITY'Oii' DeSiL N PRE5SLSRES FCR GLASS T!f{CKNEZS MUST BE DETERMINED PER ASTM-WOO GLASS CHART AND T}€ F GE TYPE MDTH SMALLER VALUE Must EE@�US ,QE W►NDOW FRAME 6) WHERE WATER RESISTANCE TEST RAM NT flF15%OF;Df5IQi'.LOAD RPM PaSITIW 91L DESIGN LOADS WILL EE LIAlI ILD ID 40.0 PSf DUE TO WATER TEST"PRESSLIT£'OF El}'5F ELEVATfO# ABED , T. 7) co-sb le HANG` WINDOW PRomm SE E PINE RR(s Pc)Wt FRAME DENS /A SCREWS OF SUAFILIENT LENGTl7 ID PROIIDE I6NILKM ENBLDUENT INlO THE SLTRAYE AS StTO# ABOVE' VIEWED FROM- EX RID IN T, ES No MORE THAN z4"OC. • s} INSTALLATIINI'OF FIA NC FRAME aiNDOW IN C ETC OR VASSSIIRYAPENITIGJU$E 3716'0 • PERIMETER CAUL K TAPCON ANCHORS CF'SU€FIcIEut LD4OTH TO PROMOS IU 1-1/4'€ EtR+ERT INTO BY OTHER SUBSTRATE AT LOCATXMS,,9IOWN x4.CHAT,lJT THAN 24'D.C. 4) IF EXACT:TINDOW S7E IS NOT LISTED IN ANC-I R CHART'USE AND-NOR CLLANTITY LISTED WITH NEXT I AROER;SIZE Col+pary 06 Tpxa.LP' toot 1G Cr*Rd..Ccrroofai,TX 75005.8.Box,Bt9O22'Darax,TX 75381 PRE CAST ALL ASSEMBLY,DRAWING i BYOTHERS SERIES 1480/1580/1536 HORIZONTAL SLICER WINDOW CAULK L3ET*tLN WINDOW FLANGE & PRE CAST 5LLL WITH VULKEM DIxry CxK0 SCA°E 116 ADHESIVE CAULK OR 5E T� APPROVED EOJAL AR II' N/A SHEET NO. 1 F2EV: 9A'�E L7FiWG 1YA+1E - I WI �1 03/31/05 12/08/03 B NS ALLATION 1483 SVRLot2BIo COMPARATIVE ANALYSIS-& TAPcON ANCHOR CHART ASTM EIS OW000 IND PRESS NO.-QF $SCREWY N 3ER ().090 CIWJL i x LOAD CAULK BETWEEN r S.. 1ZE_ONCHESj CAPA I "t IN PSf l Q 1N AIIE iFQi1 IN FRAMEcupssta FIN TYPE 'MNDOW ±C I S9LL '4-E HEAD SILL :'FA..ua T"No WINDOW"FRAME SHEATHING I8`x-28 d1X — — _ — _ _ 1h12 T2 I/4: c1: (Ss8) JAMB 18 c 36 109 109 Z 2 .2: 2 2- 3 16 x 1631/4 80; (SSB) CAULK BETWEEN FIN: ?8 x 48 2 2 3: 2 2 S 16 x 22.1/4 —80: (S.S SHEATHING `E T 1"MIN;" 18 x,5 __ __ _ _ - _ 16i21.1/4 70 S`'sB BY OTHER FfEA �� MIN EMBEDMENT i8 x B0, 63 &3. 2 2 3 2 2 3 16 Y' :: —50 (S6A) 72 50 so 2 If4 -,491 ) { w 4 428 INSTALATION. t F MBED)AEN I _ 22 7 1 -1/4 0 {SSB 24 x 38 86 66 2 2 2 2 2 3 22 xi6-1/# 80 �3 x 73 7 2 2 3 2 4 2222 1 4 -70 55B ANCHOR SHEATHING / 1DY QTHEftS x __ • - 22x24}/4 -60 558 4 x 6b 59 58 2 2 3" 2 2 4: 22x281/# -S0 (SSBI 24 x 72 48 }€8 2 2 3 2 2 4 RERIME'fE� (Sso INSTALA11ON 32 28 _ _, y _ — 30 o121/4 —60 SSB . ) CAULK BY OTHER> WINDOW 1DHT — ANCHOR= 32 z 36 57 57 2 2 2 2 2 2 30x161//4 —60. -PERIMETER CAULK 3 x 52 52 2 2 3 2 2 3 30'x 211/4 - 3 { } 9 } 46 46 2 2 3 2 2 4 30x281/4 -s8. (D58}' FtN TIPS + 9 BY OTTHE£< 32x72 £0 £0 2 2: 3 2 2 4 30.3d1f4 _50 (0813) "NDOW Q __L__ 36x213 28 34�tt 1/4 —6Q; (SIB) FRAME HEADER 36 x 36 52 52 2 2 2 2 2 2 34 Y i6 1/4 —60 (558) 36 x 48 49 49 2 2 3 2 2 3 34 x,2Z 1/4 --50 SSt8B.)} 36 x 5-2 __ - - - 34 x 241/4 --65 (058)1 WINDOW 36x50 B0 43 43 2 2 3 2 2 4 34x2 1/4 -55; (ASB) WCH. 36x72 40 4fl 2 2 3 2 2 4 30z31-1/4 -50 (DSB) } 44F x 2B - - _. _ _ - 42,x 12!/4 -66 (SSSBj { 44 x 36 41: 4i 3 3 2 2 2 2 42 o 16 I/4 -S0 (SSB)� 1. WINDOW 00 44 x 48 40 40 3 2 3 3 3 3 42 221/4 -50 (SSSB)f O HEIGHT 44 x 52 _ -- - - - 42x241/4 --65 (DS8) M-N EXTERI. � i 44 x 60 40 4U 3 3 3 3 3 4 42 x 2B 1/! • 55D52 FIN TYPO 44x72 72_ 40- 40. 3 3 3 3 3 lb 42 x 31/t -50D S3 WINDOW 48 x 2B __ _ _ _ _ - 46x12 1/4 -80 (DSBj y FRAME SILL %}8x36 40 40 3 3 2 3 3 2 46 x I6 1/4 -50 (0587 O 48 x 48 4o 40 3 3 3 3 3" 3 46x22!/4 -70 {3'18. 4$x sz -_ 24" G.C. 38 x 00 4 3 3 3 3 3 4 46 z 241/4 —60 (3/5 )1 " MAXr . .(TYP). 48 x 72 --±0--.—, 3 3 3 3 3' 5 46 r 3b 1/4 —60 (3�T6. 13 z Q 4U 46 x 26t i/d C 53872 40 40 3 3 4 4 4 7 31x341/4 —50,(336" --I GENERAL NOTES.- I EQUALLY'SPACE 1) S M IF REQUIRED FOR LEVELING. 1A�1ND47W' NC (TYP.) 2 ND0W FRAME. MATERIAL ALLOY 6063 PEItMETER CAULK HGT. AHc3R5 3) CA11LIK BEHIND WIPIDOW FIN AT BEAD •SILL & JAMBS. BY OTHER 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW RANGE. SHIM IF REOD 5} {LASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHART.: SINGLE GLAZING IS SHOWN. INSULAT7NO GLASS IS ALSO CUALIF1ED 6 IERE WATER RESISTANCE TEST REt101R€UENT OF ibyjr.OF DESII.t1 LOAD APPLIES, POSITIS INSTALA11ON DEsI LOADS YriLL BE LIMITfD TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0.P5F ANCHOR CAULK BETMEEN A6NIEFED IN 1EST • 7) (I PAL A3iON: FN FRAMEWINDOW IN W COFliMIE OPENING ;Wt6T TWO BY W000 5100$- WlNDON FIN & USING .090.iNM DIA.''NAILS OR#8 SCREW Op'SUFFIOIENT LEN61N TO i OV1DE MINI' EMBEDMENT SHEAT7hIG, INTO SIRATE. $) IF E A "0W SIZE IS NOT LISTED IN ANCHOR BART. USE ANCHOR-aBANTIT{'LISTED, SHEAi i!NG I �Y►" BY OTHER -1" PAIN. i , �~ (� s" MX(1W) EMBEDMENT ,LP S E C i 14...1 N 1 1001 1Y.Cr by aa.•"cartel on,iX 35006-P.O.Box 815022•Nllas,TX 75381 L6"MA-X.(TYP),, ASSEMBLY DRAWING E L V t I (VI V SER 0 IES 1,0 ,/1500/1970 SINGLE HUNG W OW RRN. CFtKO SCALE • VIEWED FROM EXTERI QR AR IP N/A I SHEET NO. AIDY TEAiFEFi DATE p DIE NUMDER 12/11/03 IBINSTALATION . O0 W2 Page is too large to OCR. SVRLot2BIo 2 x WCCI1 aatx 2 1101x1 AST+# E303 t�aas ea�xs rriv �.��+stews r >�'ania�aeA>� 19334 s,Asrs STB:E 5RhIEIDIAT / 82E RfOJD a: 134 W.PH P T1A L'r< v 0 bam►ot, 1-1° > arri EFI CLOP BUILDING Ir11FT FAt N SAN �� X11 3F -ao 2 2' t 6 + ]b x T6 1 T -4p $ _______ t tr Sa x{�' -eG 3 3 2 -7 7 5 �� 36 k 52' -80 3 3 2 3 5 16 x 24 1/4 x -ac 3 a, g a b a 14 x A 1 s6 is . 1+ASrENE1L �-'='.� 3 3. 3 10'.r i 4d X.3a a a a 4 a x it 1/4 bG tit *44 3 3 :2 6 rAtxli BFtrnn 191 cA1s x 0E1taVR f91 f 48;'k 4a —a0 4 4. 2 M i0 It + 3 N}. to 7 22x24- j# 7t (}}:SBj 4 3 11- 11 - a 7934 Exterior X72 rat 4 4 3 10 10: 8 2t,x 341°4 �50 ISO INTtRNAG MJLLON 11 36 0 3 3- 2 8 9 4 x 18 1/4 50 1918.Jliwt 56 X44 90 4 ° 4 2 11 11 a 28x191/4 76 (sS ) PEfANEIER'014UL'( Horizontal caixic s -8080: 4 4 4 3 12 7 26•221 t 3 . 11Y 0,1£R SECTION g„ ,, r. 5b x su as + 4 ia: T`l a 2 t4 -5p 0 56'X72 -54 4 4- 3 11 71 d 28x34=1`,4 -SEI tox4444 -80 4 4 2 12 12 5 2k19;,4 --50 50 (558) I:A5717iER. PY 0h95 60 Ji-52: - -Y9 5 5 3 13 13 9 8 2-t/4 --511 (555) x 60 -65 4 4 3 12° 12 8 28 281/4 60X72 -52 4 4 3 11 T1 __ 8 28:34 1%4 -5L! (i>sA) 69 536 -00 4 4 -:2 12 12 5 31.x 16_-1/1 -60 5583 96 X 44 -77 5 5 2 13' 13 6 31 x 19 1/4 -66 (SSB) WINDOW 56 5 45 -74 5 s a 13 13 7 31 a 22 1/4 -50 c55L91 WDH, 65 452 -72. 5 5 3 14 14, 7 31 x 24 1/4 -30 (558) 66 x 60 -8T 5 5 3 13 13 8 31,x381/#' -50 (OSB) Q.) 66.5 72 -48 4 4 3 12 12 8 31___v 34 1'4 X50 CAULK M MD 72236... .-77- 4 4 2 13 13 5 34 x 16 1/4 70 - O 4 O O i7 72 *44 44 -6D� 5 5 2 13 13 a 34l91/4 a@ rc 1930 HEAD 72x48' -85' 5 5 2 t3 13: $ O 34 x 22 7/# 82 -72 552.. -d3: 5 5 3 '43 13- 7 34■241A+ SO ) x -72x50 -55 5 5 3 14 14- a 34x28 1/4 - (458) rc 72 X 72 -46 4 4 3 12- 12 8 34-st 34 1/4 -46 FEAIME7ER'CALkJC 86 x 36 -5& 4 4 2 13- 13: 4 42`Y 18 1/4 .,50 (0S8) vi P'1 it7HER 88 X 44 -52 4 4 2 13 13 5 42 x 19 1/4 «47 ) 2907 frytED_RML as,x 48: -.49 4 4 2 13 13. 5 : 42x22 1/4 -'6 ( 5a) 88x5# -47 3 5 2 13' 13 5 42 x 24.1/4 —Ili '(3ha}; �"i rc As 560 -l3. 5 6 2 13 13 d 42:Y 2'81/4 -70 L3/161 (� 2959.LbM RAAL -88x72 - 5 5 3 14 GEN NQTE5: 3 12" T)SHIT AS REQUIRED ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD MAX. _ p Vartt+twstf MAX fTYF'}. ALLO"BLE SHi4 STACK TO BE 1/4% Si1Ct10il 2)"WIT.DOW FRAME MATERIAL ALLOY 6063. t YV1NT)OW EQUALLY 'At 3).USE CAULK BEHIND WNDOW FIN AT HEAD. SILL. & .IAMBS. HGT. A►`CHOR (TYEs. 4),USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) DESIGN PRESSURES SHOWN-ARE'BASED CH MULLION CAPACITY ONLY. DESIGN PRESSURES FOR GLASS THICNNESS;MUST"BE DETERMINED PER ASTM E1306 GLASS'CHART AND DIE SMALLER VALUE MUST" BE USED FOR.DESICH. 6}..WHERE WATER RESISTANCE TEST REAU►REMENT OF 15%:3)F DESIGN 'LOAD APPLE POSLI1VE'DESIGN LOADS WILL II LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE`OF 6.0 PSF EVER IN TEST. 2908 BOTTOM RAL 7 INSTALLATION: FIN FRAME WINDOW IN SPRUCE PINE FIR 4' )_ {Std WOOD FRAME OPENING WITH f /// /// TWO BY VOW STUOS,,UWG,(}113'0 NAILS OR 118`SCREW OF SUFFICIENT LENt TK TO PROVIDE MINIMUM EMBEDMMENT KTO SUBSTRATE AS WOW. BOVE.IN TABLES.. 8) F I ?CAGY WUIDdi tIZE IS NOT LISTED IN ANCHOF2 CHART USE ANC itltt .QTJANTITY'IISTEf) NATti NEXT-LARGER SIZE. 19w Sai___ - r - -- .III 6" MAX.(TYP) compaDy Lxas: Extonfor 1001 W r a.•c »,Tz 75 •Po. 819011•aal*TX mat ASSEMBLY DRAYVINIa If 6'MAX_{TYR . SERIES 1340 (MUT_} / 110© (MULL) / 1970 (MULL) sly�oR'traT>s; E E E V 1"1..I N CONTINUOUS HEAD & SILL SIN..E HUNG SECTION 1 VIEWED FROM EXTERIOR FA/,1e N/A 12/30/20J3 SHEET NO. ALLOY DATE INSTk11TiOII190!1 UJIL 09/24/(}3 E3 1111()111$! sum ram W4 SVRLot2 Big k2 IM A : P TIE TAPCON ANCHOR LOCATION CHART tsEE ItmIEfi} 6r1 .f3Y > ASTM El„3>00 BUCK BY DTHER CALL BUCK Wfan 1 MI : I I N PREMf[tE APt ANCHOR 1OCATION 133 4l Pl�R7f�ilLx BY WOOD INSTALLATION ANCHOR EMt3ElME� LOCATIONS, ENfiI t FLACK-ripe Sim STYE c,> CAULK:BETWEEN Jpi NDOW`FRAME SHIM AS REQ'D CAULK BETWEEN .NDOW BUCK &: (src NOTES) 12 19, x A,C .c+}{ +a t� > ( 13 19 1/>4=x ° 193 FC H.I is t/Ir 1 ) 4Nfi �E BUCKMASONRYOTHERS OPENING A 14 iS 7,8' 50 5, -154' F.G..HJ M ty 4:2Z ^89:_ e*p TNEt A! U� 14+4 1s -ii 54 5/8 --1 _ A.6 to t�sEss t err (538 r� its is i e,x ss sus -147 as c,trI -70 (ss13), 3: 15 19 1/8 263 132 A.C- F. 16 t/4x tf4 55 5513) 16 19 1 72" "118 A,C t»£.Ct[' r [ E3116 0 WINENT IN TALLAD014 A tt 1 1st r : sk' -icts ,c a +► +a {�a ++ _ X4'/2 25 -1 A C G,H t 1/2#16 e\cJ 1H3 26 ANCHOR= x38 3/5 -1D0 A,C F G,1Ed, 2317E i tS I5S, -so 14 25 1, ,x so 5/3_ A.c, F,i;,H.I- I/27231/)6 80 PERIMETER CAULK AUL a E I 14444-4 - F s3; � 100 A.C P. 14.3 i/≥i 25 7 7D! S§6) BY OTHERS 1144+5 26 1 x 55 s 100 AC =,0.Ha 2s I/S•2 ; WINDOW WIt3 tti5 26 1 1e :91 A F, H 1' p31/2s24 PERIMETER CAULK BY OPENING; 5= 1H6 26 104 2 F,Gju 2a 1/t 431,3/{ s : k BY OTHER 1117 xa x .84 AC F, t EXTERIO 3 1/2 25 -1 AC F,011cl 311/41 36x3 30 1 - x 38 3/6 -55 A.C, F..,HJ Z71ft•It I5/f6 —53- CAULK BETWEEN FLtt)�ttpNtG)wE�T36x4 aq xrss' -xs AG_ F,6H1- ztr/212£1 —so- sse) -( -If ADEK F12AA4) 41lIICOW FLANGE 30x4+4 30 1/2 :x 11`4 5/6 -77 A c F.C Fr1 zt 1/3,31 1/16 roe (5511) WOOD Bt C'< 30x4+5 301/2 x555/a' -76 ac 1.6.11.1 n to= 49 (5 ) 3Dx5 30 1/2 x 83; -76 AC V.3.14.1 271/1 291/4 I 50 tr��� 30 301/2x 72 -71 A.C' F.G,HJ 271/2'1333/i -5O i+ SECTION 2 SOx7 361 x 84 -59 A.C FAG{H,1 21 112-=39 3/4, 46; (oss). 22 3/ 826 -59 AC F,G,Fl,1 3c':?D 4; (5 11)` 23 37 X 38 3/6 -67 AC 1 G,H.1 31 i 1611/% 55; (SS8) WINDOW 24 37 x 50 5/9) -57 A.C 1G,HJ 311.21-1/ta —50` WI)-) 24+4 37 X. 4:3/8 -55, A,c 1f=,c.H,' Nx.251/8 -49 (SOH) 24+5 37 iE 555/8 -53 A.C 1.514.!G 25.H,1 3}. 9/16 -48 '( EX IL- _HEIGHT 25 Six 53 37 5 72 52 A.C F.GHI $= 3/4 ( ) FtEIGHT A C 26 37 X'72 -32 54 ) O .4225 42 x 26 --52 40 A,C FI I I 391101/4 -$O �Ssf9) FLAT+ T�F D I 4238 42 X 38,3/840 A.C F,G.H.I 39 116&/4 -5s (S58) WNNDOW FRAME 422 4 43 x 550 5/840 A.C FG,HI 30123 -56 ( ) s`846 A.C FOH.1 a x 251 ( ,) a 42443 42 x:55 5/940 A C F G,FI.1' 1 15 4/6 49 (555)4263 42 63 A.C 15,14.1 34129744272 42 X 72 40 14C 1.6.14.1 39, V -50 I x . _ 4284 42 5 E4 -4D.. A.C F,GH.7 31 N 3/ -49 ()S9) rc 48 12€x.26 TM49 A,c F§H.1 16at103/+ —65 (350), PERIMETER CAULK 8Y OTC xs�a 48X393/8 -`40 A.C Fc.H 1 41 to i s/ -53 (oss). . o 4854 48 x 50 5/s 40 A,c F C,H:I 45 x 23 s t8 46'. .(3118)', 3 4+► 48 x 54 5/8 -40 A.C Fli,HJ_ 4s,i 151/16 -50 (.3/1 s 484+5 —,i9 AC FG H i 451x3 9/16: —50 (3/161) �' WINDOW4853 4a,2r 8s A 6 F GaHJ 37/4 —45 (3/15e; •'--+ 4872 , 491`. 72 X46 A.C:. F.G.#J 451331/4 -45 (3/16). IffiR 1IId { H.GT, 33 53 1/5 t/3x23 -40 AC 35 5/ -40 A.6 F c 1/2.I -so> F 34 Isa 1/8 x 50 5/3 -40 A,E' F.G,Ii,l SO I/lI 2)1/16 56 3/15' 34+4 53 1/9, 54 5/8; -40 AC F.C,H.i 54Y(41131/14 s" (3x14) - 531 501/21211116 —SD (3/ts) PRE CAST BY OTdiRSS1 35 53 1 8X72 X40 A,c F4HJ -45 4 � CAULK t}E twEi N N7NDOW'FLANGE 116 AI#IES1E' CAULK OR PRE CAST SELL.PATH �j1 11 1)THE A$0W POSIltVE ANO NECAYN5iE Slt Ai DESIGN LEADS FROM COMPARATIVE ANAL7515.k,HAVE NOT _ 9 eY tcSUL1s E7P WATER►�t APPROVED EQUAL PF31t'Wt14lINCE 1ESTiNG N!HERE THE WAtEtt,NE 1.StARCE:NEST ilEd7T OF 131E OF �C TI t*7 16AR5A 1 � F69 ttS E 7 t'L4AEfS 1Y41 WA7iEi)7U 4X0 PSF DOE TO WA7 TEST W§§L E C7F` Psi OFk.TE31: 2)O4STALLA110H7 FLANGE FRAME W11H?oW IN COtiCttE3E OftMA$[x 2Y EIPEIJ'NO USE 3/15 t?IA H { TAPCAN ANCHOR OF BOENT 1874011`ro PRO'410E u!N.i—l/+EMEEUI4ENT INFO 5U85T4AIE ?SF LOCATIONS$IiONN�t13-CHAitT,'-` GEHERAL NOTES; ELEvAllONs FOR KEY T6 1AP0oN LOCATIONS. IF EXACT 5814008 SIZE IS NOT LISTED N ANCHOR CHART,USE ANCHOR OUANTIiY USTEI) 1) SHIM AS REO`0. AT EACH INSTALLATION ANCHOR WITH LOAD.BEARING SHIM, MAX Y114 tests LANCER SIZE.138 1RE APP A?E DES PRESSL39TE x844 ALLOWABLE SHIM STACK TO BE 1/ 2 WINDOW FRAME,MATERIAL..ALUMINUM ALLOY 6063 El E VA ! I O f I • " CAULK BEHIND):TO THE SUBS AT HEAD AND JAMBS.SILL MUST RE r SUBSTRATE WITH VULKEM 116 AD iE51VE CAULK OR APPROVED EQUAL VIEWED FROM EXTERIOR 4) APPLICATION OF V41LKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WrTH SEALANT 1661 8.0, Tr 15M-P MAMUFACTERER'S RECOMMENDATION .&9m 819oTt•Daam,TX 45481 5) CAULK FOR P€RIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE ASSEM13LY CRAWING 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300-GLASS CHART IEs 1450/155+3/Is7C 5INGL.HUNG W.NDOA+ SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO QUAUFIED. n11 c.441 scut AR II' N/A SHEET NO. Ajoy -mo" ]AYE ME 74tJM8ER 12/08/03 B 1NSTALAT)ON 1450: W5 SVRLot2BIo k2 1—SHM IF RE0' c'NE BY WOOD COUPARATIVE: ANALYSIS & TAPCC cIotLocA1IoN ( TART ASTM E1300 9UC BUCK BY OfziER 11 t..t.4`;MIN CALL WII DOW D GPI PRESSURE TAPE 7 IGTifIR 13f A?ION P ftllALlY ONE BY-WOOD INSTALLATK�I,ANCHOR EM�tifLOCATIONS { Efl Bii lty BU BY OTHER s AN [1 SIZE SIZE {INCHES) C PA01Y IN PSf' WINDOW FRAME SHIN IF Q'D• DP LOAD GLASS. Cam#E> JAMB 12 19 1/8 AC #/d r 10 + - (sue) CAULK BErr Er WINDOW W BUCK &; 13 19 7/8:x 383/8 —164 &C c sl �s t7= . 60 fss FLANGE MASONRY OPENING BY";OT+lt.JR { z+ 19 1/8x34 -1 - A C Fc i > } 14+4 19 1��x s4 5 - A sF � �2s fps 1415 19 1/8:x ss 5/8 tic feat is 1/3l -70< ( 1s � I�:. _ -i�2 e is cI,I u �2s-r ss_ ( } 1Ei1 E"MIW.ENT INSTALLATION ANCHOR I t 2 19. .1)8 72 -104 AG D.EF.C I t33 —$5` TSB} a �# X04 A4-- x..F 4333 — °_ _( LDSO /2 x26 -135 A.C FC,FUX1/23 + —I { } 1H3 26 1/2 x38 3/3 -109 AC: FC.H.1 231/2 r 13/i6 —aa, (548) PT NTE3ER Oi K' _ 26 3/2, x60 5/s- 131 F F6 ld-: :z3 /Is —A0 104+4 26 1/2 x 54 5/a: 1911- 4 FCH1 •231[2 251 70. (spa cj�j /2 x SHIM IF KO B VONDOW CAULK-BETWEEN' 1H4+5 26 1/2 x 551/W *iQA 144-_ }C Hd- Z1, x 25s![N ry0. E1�'a � 31 0"BUw & (558) WIDTH MASONRY IX EN tG 361/2 x as s fss 3 PERIMETER CAUL!< BY OTHERS 13HT 281/2 x 84 -6B A c' c a u 3 —I5, fss).° BY OTHER --50t> } FX.I RI 30x2 301/2 x 26 -113 ,�� F C.H3 21 tA x 1. . - , 3ax3 30 1/$' x 3b 3/8 -os A €s, a 1f2. -55 �j; FLANGE PYRE {AUkK' T 4;, 30 1/2 x54 5/5 T7 t:B /1.6 —+4 (s 8,`L-iEANGE'SRAME 1 111 �4'® :l 3[3x4 '0 i/2 x&}Prf8 C 6G.'I3 Fi1j2x 23? —�_ 5S9 WINDOW FkAPIf�E _ E BUCK 30 23+5 3b i/2', r 35 5/6" '76 AC' i Ca1J 2t ip1 x 22 SJ18 -49 {fig}, 30x5 , 30 1/2 x 63 .76 A4- F.G.H. I21 i 291/4 -50,:. (0.58) 304 33 30 1/2 x 72 -71 A;c F.G.ILI 2T 1A x 3li 3 50 (056) WINDOW 30x7 --i 301/2_84 --5s A,4 G.H,I 271/2 x39'3/4• 49 sea<I WCD 22 3/826 -80 AC .C HJ 34• l 3f4, -80 -( 8)- 23 37x38 3/33 -67 A 4 F.G H 1 3l s z6 15j16 -55. cso8} j - - - 24 37 X'50-.5/8. -5T AC. -FG,H,1_ 31,231/16. -50 SSB 4 24+4 37 X 54 5/6 5S: 1 G FG.H.I 34 x 4 -49' (9.58) EXTERIOR' BUCK I ' 25 2-4+5 3737 X 63 -53 Ac F.C.H1 34; - o . HEIGHT 36 37 x 72 52 1A C P.0.9. 131 x323/4 -50 (4kS ) O y 27 37 x 84 --.52 1 AC . 0,H,i: 34,8 2/4 -♦9: f se) 4226 42 X 26 -49 A,C F,G.74.I I30x103(4: --60 (5S - F1 AaiF TYPE 4238 42 X 38 3/8 -40 A.G F..6.91 5►1615J18 --55 {558} WINb4W FRAM. 4250 4225)5/8 -40. J44' F6.Itd x33tj16 _56 � a SILL 42424 42 8545/8 ,1 e G H3 fAe_ J +63 #24z s —40 Ac P.c.1t` .' i /4 _ ( : 10 : 4372 42 X 72 =40 A4 F,C,HI 39x333f4- _6p- � (0- ) . :. 9211#.. 42___X__84' -4D A:4 .F:6,Ha- 8.__83/4. PERIMETER CAULK 2 426 ( 46 X 26 -49, -49' OS6) �G Fay 46x)A3rs s > BY OTHER 41e3t3 46X39 3/$ --40 Ac F6111 41r1615Jzi -50 (068) 3 4{5404 48 x 50..5/8 -40, AC- �f c.9.1 43,231/16: ,-50; (3/16); �"♦� •, .WINoow 48 3154-:5/8 40. AG F.G.9.1 45 r 251/1 -50'_ . 3/I6), a I-Ifi,T... 484+5 485555/8 -49_ AC= -P.0.9,,1 451258/!6 -50 -{3/16 Q 4386,3 46 X 63- A4- P.09.1 z .... F 'G 4:972 , J2_ . ^^4(1.. AC: �F.,C,H4 45'l33 3/4 -45= 3 8')'. a 32 53 .I/b x 26 -40' Ac V.0.9.1 /)cc 1C 3f+ -65 33 531/Y 3a 5/b- -4a I AC P6.11.16I/fi l is 1311; —50: t ) - 53 1/8 x 50 3/6 -40 I AC FON,.1 541./2 123 z/16 20� (3/16') 3!li 4 53 1/5 x54 5/8 -40 /S (3/46") 34+5 531 x s5 5/6 A C Fri. c 25 f% 550. (3/1 PRE CAST Silt / 36 53 1�872 40 Acc, f6iLi l/4x t�� 241/4 -452 f . BY OTHER5 — x33.3)4 -4s 3 B- CAULK BETWEEN WH4DSSYV FLAhFCsE 6 RE- KEN ST SILL WITH VJL ADHESIVE CAULK OR a C TI N 1 APPROVED EQUAL Ii MOTE.S: 1) SHIM IF REO D. FOR LEVELING. 1 z) WINDOCAULK FRAME MATERIAL ANFW .6, ELEV'A 'f N S) CAULK fiEHINI3 WINDOW £LANGP AT HEAL} AND JAMII & 4) ,CAULK FOR PERIMETER"SEAL AROUND EXTERIOR OF WINDOW FLANGE VIEMED FROM EXTERIOR S) DESIGNP1tESSU SH OWN OWN ARE BASED ON YtIlL€DN CAPACITY ONLY PRESSURES FOR GLASS TNtfXfNESS � . MUST BE'DETERMINED PER ASIM-1300 GLASS 04ART AND 11+SMALLER VALUE MUST BE USED FOR DESIGN. Cap s 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% DF DESIGN LOAD APPLIES DESIGN LOAD, WILL BE LIMITED TO 40.00 PST,DUE TO WATER TEST PRESSURE OF€0.0 PSF ACTiIEVE1 ON TEST :01:___9.ue>q Ra,.rond .nc 7soo6.Pa 9________ it __ j 6) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USING 3/16" TAPCON ANCHOR OF ASSEMBLY DRAWING SUFFICIENT LENGTH TO PROi1DE MINIMUM 1 1/4" FMI*DMENT INTO SUBSTRATE AT LOCATIONS SHAWN ON CHART U14 O 1450/1550/1570 F?t 3c HE 52245[IUP#6 55,008 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART,USE ANCHOR QUANTITY LISTED AM111 NEXT LARGER SZE DIcc, O Ke '- SHEET NO. AR iP' N/A 1L1:QT :+�3Pf.F BATE „_, 04E NUMBER 4444 05/25/04 I 1NSTA1 AT10N 1450 j\f5 SVR Lot 2 Block 2 We'"a'"M&MW GENERAL INSTRUCTIONS •rtPDOi D Frr tae an terror etuoattts wk rear spotkrA wand dc6 tats tree we aaa�raat stuagfa arko a. btera-T8 k:ahe- 1{'iS2amkit rRYe kAtrjmt, tom' dhht S�75hhaRb4§1L'bLiridat U±e iVt4lltEiEli $N S N O L Na tY and :AB ppyy a vaaad pksn,ix ra TIa z Ga P' as kr - wi!d 4VGemat ;& orwdlastpak ifbx.anm rdms, # U 1OT )v.4* ØsTt � �mmttasaaa tiairasnor iewrk- rGaltax+trtt SENTINEL nD�tYCrAf'74G RptltdnSkti EtalafktprtWaWP5tGa al' te dttntrr fWTE. __�a>�63�r- asaaaxa gatirb late aau�epareade datiaa tab"asa 18ta i e d" sap ew CANADIAN lYE#Clk A3f+3 9t A11OF CA A $.M91i 4 PORATION ltttiNtit6s diNlNgt:B� ierSx �aira�xraaby 7 t x warm Far Gm' a axJtam xON9 rs4rda+iaTaltxsc- t tm _ ll�.wit44 wtY� YAtasANim At+D!IAIAcNIAIA#. BE.CPE A�Vi.IGA,Y'103Nz Far__ stapax serer iRYi •M E R&t mad raLamrdeh stw txhanhrocdinp raft3r t cx 3bptyq l ) A I d l0T t eta * * qefN ,spsxl df fEca wmad pr t +e m'°I erf a3is a9 t uba let 2 The$W 4 • .S`T�7[rYrtt APPLICATION ' .t OUDI&ItA l6N If rcel roan bt a wn,bra - to it$ 9"Ift h oaax taurs @ tan9 {ame Mi'f tPtmciK el _. tit be st met sue.FYauer t shear o teed �9a31' 0 ter ett eras a sp I thrarlSow Sat esttrmt a 'arm rake t. at star Gaam aoltarm Hikd�ae tBMta mb tr4 O� +r+� a seams w at scut i memed m adegwae s� •rlsaaYtta £ m adhaay tit rutc,<,s x5Tkk the sda4piN r .tune b asd curd.IN*Ocunueeee D45&D45&Ty.Ier l Four Nail Pattern English Size Stt#ngte:t 'x35"(3D5-91anrm) 7 j Unddt .nt �2 )w nxxm Undariaymmaat Low �tY2 l[2 Yt7�vx 333inmhr s4wdataywskCoat wkireae. rot mardiraadsdreinow at atdsarNmsAth� CmwNro wairnaa lw aw® ■M� a�iwa QFasten: Il.e*stmugn ro0Yn o hold uncle in prat' un, by I sts a IAee Use x�y a axste heN a de rayed&4 •„-' mt hew ta*I 1 aB e e 4IeeNnp much he G�ayyyW#Ceuta " ur 4 tltovared7y lIdm.np eeue -at>r+ rndsw�aresced cwt ES. to aar deGfia direr.Fite h ataiihtq Nm Poad�ed by 3dM �e+dM' r he e>dnc7md.ta�a i#SA It w(10 en if ix aatd'-1 :8atri ed the tl - irtm not Where a Net tam de• ore srd etstts?Nq N'{dadna a as wxitte Fa1Ieectta��be (6YDpatt)tM}arr[S.imida H[a. we hx.Where see dear et rtart�ate teat .i>s�2 u( r'lt. 33.9b real sa• ra.•�"'�» wwl.Wwrer parfweru s.rat thew. mate ter. ksrcttkariw.�ne CIDI Require A Six Nail Fastening Pattern? Iaess..rancaa roe+mml #° ' � - Replace the ewer two two t Ott 9* er ocat ether tth f u1 t Yt mnq l andplace 4 use the with the modificaison,PtaIrom estring n9 P rita¢mm7 ua '�sa""t- Z wro. a4• taro add€110 t to wft 13"( )1rom either end+L 1"t2"amrn}. arotaew..aro �•+w..�sse tlarcoax•. O > atbsQamanroo on�ta>emwvc�yrnvs. ar tsc„a<:a mrv+.da,� €awe a�awpe w S, I— Icr U CD J � � 2 Starter Course flt3t CattrBA + Second and Subsequent Courses H§t maxi Wall Ping(Sloped Fumy lid lterfirai Wes) LaL z Y as at tee 3 ttst oced aw ttme war toil hex ad tote awe IN stools'cuorse.Brew€es may IA art t» a sot ere s aGhF1aC di tPdte aihap ea arra6 blip a tMpa tram strsa hdl s€dtstrs,a 3 6 Q N n ometataewrai•a�m bt#n k#aetghtdrripFd(o Ek.DOktt7#'pystet4 ehhteotIdayHrrw4 this ekes-Ieta53 dsraitseNeeZ .> easre.abm2-1I2tot .bYraaadt7tcinesety a I «,.—g Cwt crosu at4 atearrectaokx Gteerd or the roar sad mat+dameea the srd� apptYa shown.PosaMun 11 saay itbt wxd tkratSon. 15 rwem,w,ak•a'n + taar3es ae dtt tot b the assn wipe.6aDe4 ti smmse text a sGintb,and J t 0 N S1si may GeGe hid from C #�tgrmt ulreoa Gat+rel*t* hSdtoAndaacephe lice ealrduS.ql001d rams, T•, o loon �dcede.5lu1 i1 't ae '�"" "°"� winaemw rr�neai+ w ry e6ynv sMn ataainv8"{Y62nud) amnttyy.++IeyN a sisit l rr. 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Z (I) W = tkmtw 1 Pap rfe c <.rw• �a Set 5Y'�C P,exixia't't tyi „ e � > ylcd ,tz .aaataawta a > o a a _ 10141145*1 Ol errttweye udlettM a y+g rovta�xwagdtasottacace Cot J fvrigrs ca�'+t tnom,nrsr `•"�..,,� } fit b scat E 05 001 a at Wcu,curled ar aaed 17 tdetect',5& my:n ar sm show the new ,be core tRaetimlerete SHEET NO. ' `�1°`e"' t`'""�.. r "+•m w.r � ar fleck m a a 3r 's Fasts cure a-:�i beet tta",",ir lit` ea la IN decker SW(latch a pwt b'*0]eeptyw�od,Fet er coo cve n .eirs*uF tee w#ara3a t tdateSh' hoow he op4eec ow-weld s. wte pter t'iatra14111herellkestopeatde se,cautle sur .tee t c s uc511es5 botkrive m om�ss ot utx a trot oodSe cd RI iota raeatse+atf list=esasrseoea.t satfwesma�tsta.'rduxeba�+t aiweeds«ips n rtx s^s •l' w E Y wCktse A sat�tp uq 114W cr as r.aFufr*w,aaataatry owe h te'fie i9d f&s<ELAXR S a}::b rrlrcrlrreceup.10 Catia%4 edn su F HFtr'r Cox X H x?.w 1u> 1111*ae 5s:y,a s405*0aartxi 000$eosI4P h4W a9 :tpcaec<. O -da2114 Cot C®trwrat1+r €i El 525011 ] 3 ` ) ] SVR Lot 2 Block 2 GENERAL INSTRUCTIONS T1f8"E0RLfiye[j&d •RFADF EIEC7CS:Fa€rase ar;roar arl.rrraffstgx�k are sartponsd saaod da*k. tmm lu d at€ a€d b ont a ditto 6d5' mkt Haan 6 i a2rmn}wxie A€m4er aTo*L"..'affit".1v mi rat ey are:smn5tetE,Ptt��rr0000aa aB bbyy V�o* 4n.la ' f kOtrm €t 8ekaar>� ceaeam+r it meatl kIN. Lm-w-Mr »�sa Indryf4lu'fo al whd ad SELECT GAaFMATERIALS waddtaera N *411481* ara3 saD6a rw bCORPORATION 1 Tfa //��, i9 tttaa of*11 w�alit s alsraN aan m co4a b to be ti etw414*c fd.a sld s J Y tH:t?NfiCi�f�f V It tlNtlLE'S i� � 7 CC 14u4 yU € tnC.'€4n1F T i .WIx1e air #Eo b8 Ldf8 3 i I€ 1f t7i 46CBtat tYr 3 €east /i rt�dea.a irrte a�s�ttal rn s rerr n wum tot&.+tF 1 €DOrxlar+� a�tarthc a1 - •FA$T *1*4( drr4aamabples)k ucoo*@y ekxtaal datedao •MANSAADANA STEEP SLOPE AFPuCATIOFits;For mW ill95 9.a',ai Dter 21' t011F Ced, b stetak rtrotiig iNfilwtals3iS lomm)) (£t75�d.k*fl o) roottdo aT a idea er t Iw*4L o140$e 1449 r 0>t adm14by blur(12mm)ar - r.sha4d1*.14g awuphta x*4314 tlAtrm} l dseaasq., Dar Ya ,�4 dlw t�aale> limo was88 d 004 rtsrapri M1s da�€s. lrabt Do OX.arf Awn 111044 scar= 1nCl d D 1 ldmue,Thr s mast 1:ai Dressed +1 f 4€la afca a of tow Door drfdae wit doroia.Da d 1* i.14 d - kroaf.ta 44*4114 t€w sawn s oils D11e *4 bw4e4 . tot48 •UPOSUR4a8(t27man) 1140 oe teta,a. s ouura smnWn wqe os t seated (sa4 141940 •TZ DUCOtvEN'txATstalN:i€Dra stroLLarasmpt5a ,admtlaoa�r. - m APPLICATION1 1 T "+t, CTIC I .•YrIWA[L4tCEtfitAiiDt3EAtp4aaTaaStsMl sb0*41*S.*4*n*tontlsaf $-CO nca.4 r1 11 tna. €eat n wAsss to ton xad aranar NmDara- MEW MW EDGIM * rfia a1 amt edges on risen. I Mor14*aa�ya.s ur�tis SpNag.EsMngiesx.afioo- ._ooedoJy da# iWvr thb.totp. axe 0014€ adtas6e914ttMrrkrcekrnDar lacA4r1du t- 'A5PN -T CENEt4/Ytrct'# ffi *4ayir 84JoIc.04lmi14AThl sad Aaa+9rtti log d o*aynnet sad.aiapa1aminr t e t*adta D Twaai011lt. Four Nail Pattern English Size Shingle:112•x 36-i6/t6`(311'i x 938mm) Undertsym.nt SlendrC Stag.-4112 3XMimormp Under$eymonC Low Slope 21924il bT€m�14( 8-3 o* — 1 to{ swap • ctiaa Clr Fi d fr �a of D�e0.mild am� '1411 eau will Ma dy trdh to tnl4 msly. I Sof aa0ror0ar.up W01m agb 1 I*€' kr Baca* rr tW**8g rdaae.*4 0(814* 4WM terns a M e d wilt!k!daamtat t —2 t z;t mod i 2 2 aYl{f 3 dsrranl e pry Ca st s 8 dl s11i13jle r is rte sae o 0para₹"F Awe or Lod up Dtnhad kw a deck atama.Ease nod Daa ra01 bY. (itRtoni Bimbo.bw t must cwetfaurg tae roof ybi&`fftA#Jti1 ate aatxd 24`sitlrtaar ealat.t 24'($iGrtaaj nsyand 18.knidi **o t1aL135 i af8 6f NCfad,anSbt 2(bra of �-"� •ti -. be�4rid 1fA N€5iUa' Yr!ie. 'IC!d31Y;g� Fasten: •'(emwmt�+.... astk 5110-' 314 £. To ate' waWr ,Ta�abi ' (i2}it45rtt) B £ ( } sicrs,®e.oxaa 4m to, Ws.:as[Namji t1a 0*44*. t ) Aa aa+roee ae air ryaaa.a •• :` as{a rrf�4r•,a t� I1 1 Require A Six Nail Fastening Patter 148? rtaamroxeeup ..x m „ ,V./1 5 I Use the directions above with the following modification: r t:o 4 oasis. o*0411 Z 5 Replace inner two fastening locations with four fastening placements. . , Abn.�aen as a+a•mrwa8* r. 4 a k O Place two fasteners 8'1203mm)from either end+f-f"(25mm),and place ° ` "r°"N"" °'� O two addrt€snat fasteners 15'(38 t aim)from either end+1-t"(25mm)11 . ~Q h C)J J d z r� 5ereand CourseThird Carr► feud t and Remad courses Q n 2 starter Course w� Feat couala a!' 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PSS 1 OV 10 Q.Q42 WOOD BATTEN STRIPS - c P LF'1 OH 10 O.042 //y y! LFP 1 OV 10 O-O42x' + 60.0 Ps 26-6 R _ W o O — O SIDE \ EW O EAVE FRONT VIEW OF EAVE WITHOUT FASIA Z � \ L_1 o'- ' FOIE . 7• T t s sr GALVANIZE -ROOFING NAIL l •� ]ROOFOVERHANG 1 / f O SN1 I K DIA. O DIA. X 1 1 /2" LONG. o . CU-11 ccl_ Diftcf ask 46 J—CIWINEL 10" O.O. THFU THE NAIL HEM HOLES If „ . THE WOOD JOISTS. MINIMUM WOOS ' EMBEDMENT IS 1 8 Alcoa Building Products I J P .T: INSTALLATION DESIGN A REVISED B RIOT-tAR O 30Y E 1-0 9 I NG FOR VINYL SOFFIT _LVUsj_Dll RA SHEET I FILE t WAE: }5 - I 0 DARE SOFFIT 4/99 , Ito. Rviiors [data Scm F. k 1 c2 - F 5/e' (5) PLY PIY10OD N J V " CONST.T. GRADE A - .. 14oRnZ. 51ot A CH SIDING , ' LãLXED SDLJ1HERH PV1E OR c MSMOM 10 CCI4CRE71 In.0CK WITH f3 i.y,kt i �s o 11ti PR T APT# E, j ,TAI SP�c 1& 0.C. u000s € t:o03 PR OW-40 11 4 1/2 0.040' -46,1 F 1 D-40 a 4 1/2 0.04 Y" -'3'.2 t — 4 1/2 0.0 40' -46.6 PSF CWD-40 8 4 1/2 0.042` -3 2 8 . 1/2 0.042 pg OEYN-45 9 1/2 TY.o{ ..3 2 €'SF 3/6' HE14 M X 1 3/4` LAG 1,441 8 4 1/2 0.048' —46.6 PSf TRUB--45 9 43 1/2 O.040 3Y.' 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G.'� SF . CE EL14A1tLLT1:D. 'c "-'. r •v >s1 '113t 1 t1 5 1/2 0.044* -41.3 I 3 ' RilS s1 ►1j 9E AEtR MOM WTI}( A.5P11A1j SATL tA1U) F 1T OF 110T LESS 1HM 14/ /100 S'. F1. fS OLSCR10EL ut SECTl3i }Cw-50 10 5 5/5 0.042 ` -46.6 27')4.6 (11) Of `HE WM T OR M C t� " - t & SOF111 E THE S1t i SOfF1T ARE 1. 9C 1P2STL11E0 t1r41F OT-5C 10 5 3/4 0.044' —so P51 ARCHITI 1 OR " 16 1 CC 0E CE MAD 1HE w 10 5 3/4 0.046 �- 5f 1T1 u i aouEitjns or S op.wic. I Al r-'rlA. 5) 1#T 11011 or n szoizic / 0rm Nm CCa-fir FtiuC7s I SHALL SE 1 IE 11H ACCORDA C1: t 1 THE urc. IHS�1 11S � SOI OF THE X 1 13 CODE. fjFILE RASED BY RICHARD 13 O�C om m DRAWING FOR VINYL SIDING fi1C11Ai IkOYE A . SKS3— 8 DADS IDi C 4/99 ' G .G I -- j kx e� 11�ti E1 X4.11 11o. o slam$ Oat& SC lei ' 1 .� 7 uc tFnr SHEET _ 1 IN2 SSB960 Instuctons Instructions Installation of SSB96Q roof vents sh uld coin- ply with all focal standards and regulations. CAUTION: Use appropriate safety glasses, Installation of SSB960 roof vents should corn- gloves and other equipment to avoid injury r ply with all local standards and regulations. Adding an SB960 CAUTI0N: Use appropriate safety glasses, rooi peak to Finished Roofs gloves and other equipment to avoid injury. M. ° � a� ntt'UCtln � s Determine the: location of vents: i s,: inspect the attic to determine the location of rafters and other roof k ,Tiede k7tt ¢ s.Lshf e ✓ L i E- Pe' .� i° i; xL` 1a obstructions.Evenly space.the roof vents along the width of the ;Ft;. roof,marking the location of all roof vents before cutting holes. \'\\__ - l 7 tw '$E LV �r Re R�rof�ng �w� h��: YCenter the holes between the rafters within 2'from the peak of the rafters roof.Mark a 10" circular outline for the hole'on the top of shingles. ° `� ' Determine the location,of vents: evrons (Figure 5) Evenly space the roof vents along the width of the roof,marking Figure 5• Figura 6 rafters the location of all roof vents before cutting holes.Center the holes Cut and prepare the opening: V between the rafters within 2'from the peak of the roof.Mark`a 10" crevronsUsing a sharp knife,cut away the shingles (Figure 6A).Cut through circular outline for the hole on the roof.(Figure 1) Figure 1 • Figura 1 A s - the sheathing using a reciprocating saw(Figure 6B).Carefully �,....; remove the roofing nails within 3"of the hole.Cut the shingles at the Cut and prepare the opening: top of the hole to accommodate the shape of the roof vent.(For Cut the holes in the sheathing before applying shingles.Shingle up increased weather protection on new construction or re-roofuag until the first full course of shingles covers the bottom of the hole. r 10° ," applications,use an 18"xl8"piece of GAF Weather Watch'or Cut the excess shingled away from the hole.(Figure 2)(For mot .-.-.�`'i GAF StormGuard5 Leak Barrier.Center the leak barrier over the 1Q ,{ increased weather protection on new construction or re-roofing Figure 6• Figura 6 hole.Remove release film,press into place and cut away the leak O I applications,use an 18"x18' piece of GAF Weather Watches or barrier spanning the hole.) x = GAF StormGuard°Leak Barrier.Center the leak barrier over the hole. Remove release film,press into place and cut away the leak Figure 2 • Figura 2 barrier spanning the hole.) B Position the vent: Apply a generous amount of silicone,roofing cement,or water- I. proof caulking to the perimeter of the hole.(Figure 7A).Slide the Position the vent and! nail the vent into place: vent into place beneath the shingles,ensuring that the throat of the The top of the SSB960 has an up-arrow formed into the flashing. 1; " vent is centered on the hole(Figure 7B).The shingles should .�� Make sure the vent is in proper position.Nail the vent securely into ` overlap the top half of the vent flange.The bottom half of the •�� - = place,spacing the nails every 4"apart around theperimeter.The vent's flange will be exposed on top of the shingles. P g P Figure 7 • Figura 7 po D nails should be t'from the edge of the vent flange. Seal all seams and nail heads with an approved sealant,such as silicone,roofing Nail the vent into place: s cement,or waterproof caulking. (Figure 3} Figure 3 • Figura 3Nail the vent into place,spacing the nails every 4'around the perimeter of the vent.The nails should be 1"in from'the edge of Complete shingle installation: — the vent flange.Replace nails in the shingles as necessary to ensure Continue installing shingles,overlapping the flange on the vent. `\\'-_.._._. � a proper seal.Use silicone,roofing cement,or waterproof caulking i � Cut the shingles around the top of the vent to match its shape. --��'` - - (Figure 4) - -_ -`ice to seal any exposed nails.(Figure 8) a Figure 8•Figura 8 Figure4 • Figura4 ` ' NOTE; g (grad".orgy the and Qua/fry You Can Trust Since 7886__. NOTE:In Canada,only me ePf and Quality You Can Trust Since 1B$6__ Timberline logos are registered tradema ks. b imerline loges are registd trademarks,ere from North America,s Largest Roofing Trrnb'arhn.. from North Americas Largest Roofing NOTA Saatnente l as ncrrDies de GAF v NOTA:Sd am este los non tires de GAF y [�7 1 TimbWine son marcas rostraaas en Careach and Ventilation Manufacturer Timberline:nn narcas rear iradas en G nada. and Ventilation Manufacturer REMAROUE:Seals las notes GPF et REMAR0UE:Sails lea rooms GS F at Tenberlrne San'des marques de T!mbalira sons des marque de GAFIAiWHLi1LS cemmerae deposees au Canada CORPORATION t commerce dtpes&es as Canada CORPORATION SHEET NO. IN3 3 I I Page is too large to OCR. Page is too large to OCR. SIMPSON STRONG-TIE FLORIDA STATEWIDE APPROVAL LIST Product Description Florida# A34 Framing Anchor FL474 A35 Framing Anchor FL474 ABU44 Adjustable Post Base FL474 ABU46 Adjustable Post Base FL474 Approved Products List ABU66 Post Base FL1725 Anchor Bolt Wedge All FL5415 CMST12 Strap Ties FL1901 CMST14 Strap Ties FL1901 State of Florida CMSTC16 Coiled Strap Tie FL1901 Product Category Sub Category Manufacturer Approval# CS16 Coiled Strap Tie FL1901 Exterior Doors Sectional Clopay Building Products Company FL4914 Epoxy Set FL402 P Y P Y H10 Hurricane Tie FL474 Exterior Doors Sliding Florida Extruders International,Inc. FL45/FL5726 H2.5 Hurricane Tie FL474 Exterior Doors Sliding NuAir Windows&Doors FL5340 H3 Hurricane Tie H5 Hurricane Tie FL474 Exterior Doors Sliding-Series 420/430/440 General Aluminum Co. FL5710 HCP2 Hip Corner Plate Connector FL474 Exterior Doors Swinging Plastpro, Inc. FL4764 HD10A Bolted Holdown FL503 Panel Walls Siding Alcoa Home Exteriors,Inc. FL5538 HDBA Bolted Holdown FL503 HETA16 Embedded Truss Anchor FL1901 Panel Walls Soffit Alcoa Home Exteriors,Inc. FL5543 HETA20 Embedded Truss Anchor FL1901 Roofing Asphalt Shingles Corp.Shin les GAF MaterialsL183 HETAL16 Embedded Truss Anchor FL1901rP• HGA10 Heavy Angle FL1423 Roofing Other-Roof Vents GAF Materials Corp. MIAMI-DADE#05-0909.02 HGAM10 Heavy Angle for Masonry FL1423 Roofing Other-Ridge Vents GAF Materials Corp FL197 HGT-2 Heavy Girder Tiedown FL474 Roofing Metal Roofing Masonry Hurricane Tie FL1423 Marlyn Metals,Inc. FL5204.6 HSUL Skewed Face Mount Hanger FL1218 Structural Components Other FECP Corp.Cast-Crete Division FL158 HSUR/L26-2 Heavy Skewed U Hanger FL503 Structural Components Other-Concrete Lintels Lott s Concrete Products FL 5092 HTS16 Heavy Twist Strap FL538 HTS20 Heavy Twist Strap FL538 Structural Components Other-Concrete Lintels 8" Commercial Concrete Products(Quality Precast) FL 1774 HTSM16 Heavy Twist Strap for Masonry FL1423 Structural Components Other-Mullions-Series 1442/1445/1446 General Aluminum Co. FL5169 HTT16 HD/Tension Tie FL503 HTT22 HD/Tension Tie FL503 Structural Components Other-Mullions-Series 1445/1447 General Aluminum Co. FL5169 HU210-2 Hvy Face Mount Joist Hanger FL1218 Structural Components Other-Mulls&Brackets-Series 5300/ General Aluminum Co. FL5169 HU26-2 Hvy Face Mount Joist Hanger FL1218 HU28-2 Hvy Face Mount Joist Hanger FL1218 5347/5348,5350/55 E HUS26 Heavy Joist Hanger FL474 Structural Components Other-Precast Lintels Wekiwa Concrete Products,Inc. FL 1418 HUS26-2 Joist Hanger FL474 HUS28 Heavy Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products CO. FL572 HUS28-2 Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL859 HUSC26-2 Joist Hanger FL474 Structural Components Truss Plates Alpine Engineered Products, Inc. FL1999 1i HUSC28-2 Joist Hanger FL474 Windows Fixed Florida Extruders International,Inc. FL44 LGT2 Light Girder Tiedown FL1423 LSTA18 Strap Tie FL1901 Windows Fixed NuAir Windows&Doors FL5333 LSTA24 Strap Tie FL1901 Windows Fixed Pittsburg Corning Corporation FL1363 LSTA30 Strap Tie FL1901 rr LSTA36 Strap Tie FL1901 Windows Fixed-Series 1100/1900, 1450/1550 General Aluminum Co. FL5169 y 3 LTT19 Tension Tie FL474 Windows Fixed-Series 1100 TDL/1100/1900/ General Aluminum Co. FL5169 5 3 LTT20B Tension Tie FL474 LTTl31 Tension Tie FL474 1970, 1450 TDL/1450/1550/1570 LUS26 Joist Hanger FL3750 Windows Fixed-Series 5000/5300/5350 General Aluminum Co. FL5169 Masonry Screw Then FL2355 Windows Horizontal Slider Florida Extruders International,Inc. FL43 MBHA3.56/16 Masonry Beam Hanger FL538 META16 Embedded Truss Anchor FL1901 Windows Horizontal Slider NuAir Windows&Doors FL5331 META20 Embedded Truss Anchor FL1901 Windows Horizontal Slider-Series 1180/1480/1980 General Aluminum Co. FL5168 MGT Medium GirderTiedown FL1423 MSTA24 Strap Tie FL1901 Windows Horizontal Slider-Series 1180/1980/1990, General Aluminum Co. FL5168 fl MSTAM24 Strap Tie for Masonry FL1 901 1480/1580/1590 MSTC28 Strap Tie FL1901 MSTC40 Strap Tie FL1901 Windows Mullions Florida Extruders International,Inc. FL3136 MSTCM40 Strap Tie for Masonry FL1901 Windows Mullions NuAir Windows&Doors FL5722 3 MTS12 Twist Strap FL474 3 Windows Single Hung Florida Extruders International,Inc. FL42 MTS16 Twist Strap FL474 MTS18 Twist Strap FL474 Windows Single Hung NuAir Windows&Doors FL5330 MTS20 Twist Strap FL474 Windows Single Hung-Series 1100/1900/1970 General Aluminum Co. FL5171 MTSM16 Twist Strap for Masonry FL1423 Windows Single Hung Series 1100/1900/1970, General Aluminum Co. FL6107 PHD5 Holdown FL503 3 PHD8 Holdown FL503 1450/1550/1570 SDSVJc1'/: Strong Drive Screw FL1463 Windows Single Hung-Series 1140/1440/1540/1940 General Aluminum Co. FL5171 SDS%.x2''A Strong Drive Screw FL1463 SP1 Stud Plate Tie FL474 Windows Single Hung-Series 5000/5300 General Aluminum Co. FL6107 SP2 Stud Plate Tie FL474 Windows Single Hung-Series 5000/5300 General Aluminum Co. FL6107 SP4 Stud Plate Tie FL474 SPH4 Stud Plate Tie FL538 ST6224 Strap Tie FL1901 THA222-2 Joist Hanger FL474 SHEET NO. 3 P1 3 6