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HomeMy WebLinkAboutBayside 8681-8685 Villa Nova Drive 2004 Construction Plans, Surveys, Doors and Trusses0 the page counts include this page Dates of Record Dates of Record Item No. Records Series Title From: To: No of Pages. 1 BP#3455 8964 Puerto Del Rio Dr. #3454 8934 #3530 8984 2005 36 2 Bayside Condominiums Construction Plans Received on 8/15/01 starts with page A-1 2000 2001 57 3 Bayside Condominiums 732 Bayside Drive Bldg. C Fire Sprinkler System 2004 81 4Bayside 86$1-868 Villa Neva Drive 2004 Construction Plans, Surveys, floors and Trusses 2004 13 5 Bayside Condominiums 732 Bayside Dr. Bldg. C Fire Alarm System 2004 15 6 Bayport Condominiums 8639-8643 Villa Nova Drive Construction Plans 2004 58 7 8647-8651 Villa Nova Dr. — Bay Port Condominiums Construction Plans 2004 65 8 Madison Cay 8505, 8515, 8525 Elbow Key Ct. Construction Plans 2004 13 9 248 Coral Dr. Permit #3357 2004 9 10 Madison Cay 8505, 8515, 8525 Elbow Key Ct. Final Surveys 2003 4 11 101-109 Majestic Bay Avenue — Construction Plans, Form Board Survey, and Final Survey 2004 52 12 Madison Cay 8535 & 8545 Elbow Key Ct. Construction Plans & Final Survey 2004 12 13 8951 Lake Drive Bldg. E Unit 205 Shutters & as -built Final Survey 2002 2003 11 14 506 Jackson Ave. Addition & Remodel Roof Specs 2003 2004 64 15 Ocean Gardens Townhouse Elevations 1998 2 the page counts include this page ED5 0 F ►IN x iN 0 0 T TEMP. 51-5. T"r'P. ® M.BTH. REAR 1^11NOOWS 00 00 LI' q 1 'I SH 24 OR 5H 24/ARCH VARIE5 PER ELV5. 21'-4" 12'-0" 54'-5" _ '-4" ' " 8'-8 AGD15G j' -g" 4' AGDI5G LulWALL HEIGHT 10'-O" 2'-01" �AGDISG REAR WINDOWS 6 _4 VARIES3 I�B�H 3h � SH 3h '� SH 3h VARIES PER ELVS. 5H 36 5H 36 �- "6.8. 5EE ELV. SEE ELV. _ _GON_G _HD_R. _ _ ■ ■ 1728 S.F. ■ ■ ■ COVERED ENTRY ■ 16'" GONG HDR. ------------2= ■ ■ ■ ■ ■ ■ 77 ■ ■ • • • • • • • 70�--a"Xlb '"xl6" GMI�j 2281 5.F, �� BOTTOM OF LINTEL o 8'-8" EGRESS zz3�I3 ee3Sfc»■ (ABOVE LANAOLUMN I 5'AB4- ■ - o II • _ Iq'-4" I LANAI �� EDRM. 2 ■ �i nI x MASTER BEDRM. `~ .p N MATER BE1�RM. C)°45 _ — _..> " © 21_61 ,_11" dl Xll m I 3'-4" i �n 3 I ' " 2'--1" 2'-8" a'-4" C�le qj ® 3'-8" 6'-O" 3'-10" 5'-6" 4 ■ ■ FRDRS ■ ■ OAP BEARING HALL + ■ - = 66 2668 2668BF — �_ ® 68PD ■ � �p 11 1 11, ��� \, n 2 -8 I (V r r— 4' 3 1, 1 " 3' 4" r------------- 2 2„4 6068B�y cV --------\/- ° 1 20688E d) 5 SH- eL- ■ ■ ■ ■ ry/o 26 1/10 8Pv I + r'' _ / dr 266bBF a i" q�'0 q 3 -2 2 -3 " -J --------------- 9 5 -O H n L2'2 - 2-(911=' 3' " 2'-10" 4" 3'-O'" 4 , , , NOTE MIN. (� 4AL L�� �E + i iii �i + C9 d 2,_a,. 0� In � 1,10, W �i - ------------ _ _ 1668EsF �= _ AIR HANDLE IX n ' m 1 ■ ------------- :D- 5H�-IVIN&] I Z y uj ao ale ��A N A31�QYfAH SIIA� - m _ z� i- D 111-211 3 -O 3 31-011 Z- 7 11 ■ L Y NO 1 "_q I I i 0 ,/ O4" G NIGH AAF ■ 1 , 2'- 0"9 4'- -10 N I 0 3'-6" 4'-5"' 4"--1, MASTER BEDRM,� (V 4b 1 5EE 5EGTION5 4 REFLEGT. GEIL PLAN -- I ---------------------- O 3" RAD. 2° RAD. 4" 41'-1" 2'-O" 10'-q �" -� I -2" L I 1 NCS ., I O DINING I I ■ � I I I T - ---________ . I I WET BAR 'tita �� �I;; DIN1\6 ■ ■ ■ _ _.. ■ ■ 11 ■ 5'-4" I' -I I" 21-011,11-1111, 3'-4" 4."I�_Of 6""I 7'-10" 3'-Q", i"I 6""lb 4'-4" 3'-6" F` 50FF BAR SINK F®VER STAGK.SL.GLS.GR. .- — — — — — — — — — — — _ ARG �¢Q ■� ■ ■ - — dJ _- -- _r ----------- — I PYVDR i I ';.. -I"" ■ ■ ■ FULL WALL l VIG IE TOAA ■ — F I - I N _Q - RAISED BAR- — — - - 311 -10 3'-O" _.- BOA 42" NIGNE I ---- ® __ Oi -� ---------------- -- I ARCH ABV. 3080 f "_4" I, -O, F.6 ABV. 5'-4" X0`0 5EE ELV.I 0 {! I �— 1 ttl I - I -' — I I 2" 6'-2" 1'-2" 3'-6" ® 16"_ oil 6�"" - ENTRY Ul U) I ISLAND ch1 UP _ ry i �____, RAISED E3 -- - -_-- p - O 12_., Ul U) --�----------- \\/5 I i -- -1 EE STAIR SEGTION 5HT. 12 ---- = I"_lOn ISLAND - _ z 10-8 5-3- 4-8 O 5-3 I - I�- - -- - 4-S 5-0 11 10'-2" 1 O' I I iii iii 2' �2"�I O ��� = N = nr--t-� I Ii 101" ■ < W ■ ~ BDRM./DEN I �p 1 1 ~ I I � III i I j + ■ --- �/- 4 p N I I NOOK = v BEDROOM/DEN � 4" �L--�-J I � - - D- cv 12'_oi" 12 I-►�v- C) - N NO®K 0 v- p 2'-2" I li = O p 4 _ 4 �J Q T COURTYARD - 286 p I -10 = 11 X Z ■ "" _ 5' 8" 2'-O" 8 N � ha. �. >:-----,� , }" i ° = 45 I � ■ ■ - ■ ° - ♦ 45 � � I + I III NOOK ■ d ° N \ _ - , I I � I I ('� � ! / � �i I I I III ■ 50688E o 44��jj _ I I I L ---- _IJ ♦ - r� ` O ; * I I I I + II III — 16668E I N I I N - 3'-2" I' -O" 2'-6'" 'b� BT{ -f.2 i ♦ 5H 36 ��\ ,_4„ ' ■ �I-----� I - all - 3 _01" 6 5'-10" i 0 ■ L - - - - -IL -loll 3�_6 i i �N l _ "" 01 �\ 3 -O" 3'—O" u) I6'-8.. _ N Xii - ..� . 1-1-----J �-----� LN17. �,� I � II - I ■ ■ - 4x4 05T 8 50688E a1-1011 -----■ ■ ■ -71-61 " `, 1-1"-2"' 4. /, Y 61 ♦ ♦--♦ j 11 / e Ll ---__J _� U1N -----JI ----� ni 2x12 ■ — R,, ♦ ■ ■ j ■ _ 2 8 GEIL. 0 13'-.0 ■ BEDRM. 2 0 _( 2--0" � • ' X 0 `0v - -� N ■ 11'-4" 2 —CAR OARAV E � I ■ ® • u,N - � J Ca GMU WP R Ug05 11:2 -CAR■ �ARA�� �RAN50M ABV. ■ I �LEV5. ■ Q I� m � TVP. T _ �, 4"_8u 6,-0 N ■ I I �C3SIc�3 T _ 2 -CAR 0ARAKE � I N _1 1 m (2)2x12 ' ( I r2) x12 I o SH 36 . I I -71-411 LBUMP OUT ONLY ■ 1 ■ 1 2'-O" ® EL/ A @ B 2'-O" 0 3' 4" 10'-O" 3'-4" 31_O "" �" rJ. 11 1'-8" 16'-0" 1'-8" 1-4" I'-4" MANATEE 6AILF16" 11s,... I ... POLP" IN 11-01, 121401' Iq'-41" -O" 18'-8'" I6'-8" N m f FLOOR ALAN m I m SCALE: 1/4" = 1'-0" AREA MANATEE LIVEABLE AREA 1728 S.F. 2 -CAR GARAGE 390 COVERED ENTRY 30 LANAI 133 COVERED ENTRY 77 LANAI 136 COURTYARD 223 [TOTAL UNDER ROOF 2281 5.F, AREA SA I L f=15 4 Ist FLK. LIVING 1641 S.F. 2 nd FLK. LIVING 854 LIVEABLE AREA 2501 2 -CAR GARAGE 398 COVERED ENTRY 77 LANAI 136 COURTYARD 223 TOTAL UNDER ROOF 3112 S.F. AREA SOL FH I N LIVEABLE AREA 150-7 S.F. 2 -CAR GARAGE 393 COVERED ENTRY/PRCH 403 COURTYARD 362 [TOTAL UNDER ROOF 2505 S.F. 7690 "get, z 1'"-r 11'TDDrt 0R cM4S T uc1,1CN verGardens ' 6w Villa No\Al)r(*Ve Col\strudio, Pans A00i Si Q 6� N m J lL N --J 6, Lu cYl i 6' z O SUN CL cYl cfl (L U (L 7I­iE L'c9;GN SHOWN MEETS �R EXGE>rb3 �C1'1GN 1606 ,HAPTER 16 OF THE 2001 EPMaW� FE+E F E 8 2 7 2004 5TEP11EN E. 4A6TNKR P.E. REG. • C039528 E.05 VAD a-- 3" VTR I / 2- 2 P,p 4,12 4,12 ti%o rn `G �4p yea 4, 12 P,pG� rz- 1111� Lu 111 o i► � L � rn ep 4'- 4.12 '- 4.12 4,12 P' °J" VRIGKET��A 5-1 1111 i \Q 2 HIP RIDGE = hI 1111 ti� ll/ 1111cl +4,12 4_12 Z` 4,12/OGS 9 n (� 4,12 � Q`V- ,Z�e RIDGE 9 II/ o� ti <�} /1111 =III 4,12 Pi ROOF 01-4C;ZAM 6CALE: 3/32" = I'-0" NOTE: DIAGRAM ONLY, 5EE TRU55 LAYOUT AND TRU55 ENOINEERIN6 �AI ATE E SCALE : N.T,S, 32'-6" 13'-7" ---------------------------- O � I I - OPEN TO LIVIN6 BE OW 10'-211 ■ °45 ■ 1 °45 U N 2010 = KNEE WALL RAIL 6 %_ 1+ 36" AFF 0 i 1(d" W/WD r -AP 'fin" I 16'-311- .- - _ 14 11 - I I LO7-i1 6 _ v I -- C - HA F WALL W/GAP 1_411 1 11-rJ 11 m N z41--� 1 5 5M z NA6 BA -r � 2 ��qti 6'-011 ■ N —� I-411 r°2668 PD QLu D R t 5 ------ 4- D �6 Q N Q 606855 cV , ° 4.1" 411 6B = i Q OL , I I 21 11 a$SS I EGRE55 I II v ATIES D C K 5H 3030 4 -6 / k- 8 3'-6" 5'-411 / 11 101-511 NO.FRM. 2X12 / 8" J57. W/TI LE OVER V' 5EE OETAIL(0380) ON T3 P6. / 00F. ABV • RX L±42" `' ` TO GODS 1- COD' I,; I 5EE DETAIL (0380) ON T3 P6. 32-611 J 2ND FLR, E.LF.C. PLAN 2" VTR ;„` 5AILF16" II 6C4LE: I/4" = I'—O' 2' VTR Ii,/ 2' VTR II,/ � vO 6F I ' � `S 2N() FLIZ. PLAN PLAN 6,AILF16" II SCALE: I/4' = I'—O" DECK PL,4N ELEV. 'IB" 5C,4LE: 1/4" = 1'-0' �w DECK �voQti / 31-611 M, 5-411 / 11 WD.FRM. 2X12 +42° / J5T. I^/TILE OVER SEE DEDTAIL \ / 8" SEE DETAIL(0380) ON T3 P6. (0380) ON 50 P0. ABV, MTL. RAIL �, e p rG L snf-. -r3 O TO GODS 2 of ------------------------------------------- ----------------------------------------- N cel V � 2x4 2x4 FRAME WALL TO J61 O w `) Z 42" FROM DECK OF PORGH O OUN I011 Q 1-O" 4'-O" Q SEE ELV5, FOR HDR. HT. -t+ _ I C(1 I I I I I �- b� ' 3030 FX 3030 =x 1 a`�s 5 6 3030 5H 3030 5H 3030 ■ ■ FRDR ■ ■ ■ ■ ■ FRDR ■ ■ ■ ■ ■ ■ _ ® WD FRAME 2X6 NO. FRM. ■ xBOT. FLUSH W/LL O BOT, OF FLR. TRU55 11�) m O N N � C/QII REG. R®OM DBLE �T SPA E _, OPEN TO LIVIN6 BE OW 10'-211 ■ °45 ■ 1 °45 U N 2010 = KNEE WALL RAIL 6 %_ 1+ 36" AFF 0 i 1(d" W/WD r -AP 'fin" I 16'-311- .- - _ 14 11 - I I LO7-i1 6 _ v I -- C - HA F WALL W/GAP 1_411 1 11-rJ 11 m N z41--� 1 5 5M z NA6 BA -r � 2 ��qti 6'-011 ■ N —� I-411 r°2668 PD QLu D R t 5 ------ 4- D �6 Q N Q 606855 cV , ° 4.1" 411 6B = i Q OL , I I 21 11 a$SS I EGRE55 I II v ATIES D C K 5H 3030 4 -6 / k- 8 3'-6" 5'-411 / 11 101-511 NO.FRM. 2X12 / 8" J57. W/TI LE OVER V' 5EE OETAIL(0380) ON T3 P6. / 00F. ABV • RX L±42" `' ` TO GODS 1- COD' I,; I 5EE DETAIL (0380) ON T3 P6. 32-611 J 2ND FLR, E.LF.C. PLAN 2" VTR ;„` 5AILF16" II 6C4LE: I/4" = I'—O' 2' VTR Ii,/ 2' VTR II,/ � vO 6F I ' � `S 2N() FLIZ. PLAN PLAN 6,AILF16" II SCALE: I/4' = I'—O" DECK PL,4N ELEV. 'IB" 5C,4LE: 1/4" = 1'-0' �w DECK �voQti / 31-611 M, 5-411 / 11 WD.FRM. 2X12 +42° / J5T. I^/TILE OVER SEE DEDTAIL \ / 8" SEE DETAIL(0380) ON T3 P6. (0380) ON 50 P0. ABV, MTL. RAIL �, e p rG L snf-. -r3 O TO GODS 2 of or THE DESIGN SHOWN MEETS �;R EXGEED5 5EGTION 1606, ;HAPTER 16 OF THE 2001 ;P a**NN'FF5,- � FEB 2 7 2004 5TEPUEN E. ICA9TNER P.E. REG. • 0039528 7 N cel V � N J61 F— `) Z �t O OUN 6 Q or THE DESIGN SHOWN MEETS �;R EXGEED5 5EGTION 1606, ;HAPTER 16 OF THE 2001 ;P a**NN'FF5,- � FEB 2 7 2004 5TEPUEN E. ICA9TNER P.E. REG. • 0039528 7 z w i u w �v TO FOYER A r. r-> i clr. FOYER Fo SAILFI51-i II AGD15G 6 I II VARIES SEE ELV. [ON-w,mj1ojm ELEGTRIGAL PLAN SGALE: 1/4" = 1'-0" ELECTRICAL LEC;ENC) WALL OUTLET GEILIN6 MNTD. LIGHT 5WITGHED OUTLET —0 WALL MNTD. LIGHT QUAD OUTLET Q J -BOX 220 OUTLET 4 4 4 4 4 BAR LIGHT 220 SPECIAL I ®,I REGGE5ED I I FLOUR. LIGHT GFI GROUND FAULT INTERUPT GFI o 44" ABV, FIN. FLR. SURFACE MNTD. FLOUR. LIGHT Wfo WATER PROOF GFI ® ()=50r- SOFFIT OUTLET UNDER CABINET @--GEIL.OUT.GEILIN6 OUTLET i5p1 5M0KE DETECTOR L -J (�. FLR.OUT. FLOOR OUTLET WALL MNTD. SMOKE DET. $ SINGLE SWITCH I\V,4C VACUUM GONNEGT. $$ DBLE. 5WI7GH —G THERMOSTAT 43 5 -WAY 5WITGH uB DOOR BELL cNiMe $4 4 -WAY 5WITGH INT INTER -GDM LOCATION $R RE05TAT SECURITY LT5. tTV TV OUTLET W5FL BATH EXHST. FANLIGHT J►F- PHONE OUTLET U REGWP REGE55 WATER PROOF JREG RECESSED LIGHT MREG MINI REGE55 GAN CODE CONIP'l, :Nwo iq EgTl 4/0 GER CAfLE 6/2 NW(WG) TO A/H 8 012 NMCWG'TO AC COMM 150 A 04 BARE MLO GW. PANEL 10/3 NM(WOG) TO DRYER 6/2 "WOG) TO RANGE it TO FPL TRANS. 10/2 N L( G) j0 H2O HTR. e' GR ROD • 05ER DIAGRAM 200 A. 4 WIRE SERVICE ALL UNITS m—a J J Q Q z � U1 U1 p p LU W0 mtn`�^zz ADO 7-3 N w�Qwu}i ppW y THE DESIGN SHOWN MEETS OR EXCEEDS SECTION 1606, OHAPrER ib OF THE 2001 FEB 2 7 2004 TEPUEN E. ICA9TNER '.E. REG. • 0039528 T N N IL l -n -.J (2 d OUN THE DESIGN SHOWN MEETS OR EXCEEDS SECTION 1606, OHAPrER ib OF THE 2001 FEB 2 7 2004 TEPUEN E. ICA9TNER '.E. REG. • 0039528 T ff—pr I FOAM EXTF;ZU._ ffzkj� FRONT PLEVATION 15 9 I TH5V JV43,3 QE1A35PC)e rFE 2N[;) FLf;R NEMIR_ 10101011111MMIEN I, [IIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 10 11111 IAMB METAL OATE 5EE 5PE65. I MEMO 04 SCREENED DONT. RIDGE VENT -N 3-l'-311 RAD. 0'4' RAD All lit 2 210 7r EXTERIOR ELEVATIONS SCALE: 1/4" = 1'-0" f'T � ' ����rCPi�:�i n 4 Of CA 0) J _j 0-) Lu C) Z X ('1 CL I FOAM EXTF;ZU._ ffzkj� FRONT PLEVATION 15 9 I TH5V JV43,3 QE1A35PC)e rFE 2N[;) FLf;R NEMIR_ 10101011111MMIEN I, [IIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 10 11111 IAMB METAL OATE 5EE 5PE65. I MEMO 04 SCREENED DONT. RIDGE VENT -N 3-l'-311 RAD. 0'4' RAD All lit 2 210 7r EXTERIOR ELEVATIONS SCALE: 1/4" = 1'-0" f'T � ' ����rCPi�:�i n 4 Of ID IN 11111in m ui L.JJ v � [j) > H 10 m 10 01 ru 0 U LL. < 0 4 rT- (2 DID [o L LD O L \j 19 In OPENING PRESSURE AND ENGINEERING NOTE: SEE T1 SHEET FOR OPENING DESIGN FRE55URE5 AND 5TRUCTURAL ENGINEERING INFORMATION. L.L WCRSTCASE.dwg 25JUL03 THE PESiCN 5HOYIN MEET5 P RESSURE INFORMATION OR EXCEEPS 5ECTION bO6 CHAPTER 16 0P THE 2001 7-0131EDI" 6G EDGE STRIP (COMPONENTS CLADDING) 9.7 END ZONE (MWERS) FEB 2 7 2004 6TF-Pt4EN E. V-A5TNF-IZ WORST CASE OPENING DESIGN PRESS. 47.5 psfP.E.REG. a 0039528 pTr= ---d 7 CA 0) J _j 0-) Lu Z X <1 CL Ld A z > OL O Lij z ov Ld Q� co ID IN 11111in m ui L.JJ v � [j) > H 10 m 10 01 ru 0 U LL. < 0 4 rT- (2 DID [o L LD O L \j 19 In OPENING PRESSURE AND ENGINEERING NOTE: SEE T1 SHEET FOR OPENING DESIGN FRE55URE5 AND 5TRUCTURAL ENGINEERING INFORMATION. L.L WCRSTCASE.dwg 25JUL03 THE PESiCN 5HOYIN MEET5 P RESSURE INFORMATION OR EXCEEPS 5ECTION bO6 CHAPTER 16 0P THE 2001 7-0131EDI" 6G EDGE STRIP (COMPONENTS CLADDING) 9.7 END ZONE (MWERS) FEB 2 7 2004 6TF-Pt4EN E. V-A5TNF-IZ WORST CASE OPENING DESIGN PRESS. 47.5 psfP.E.REG. a 0039528 pTr= ---d 7 ED5 EXTERIOR ELEVATION5 50F 11 5GALE: 1/4" = 1'-0" r w0 co Z w 0Y C) -0 C� I RIC -4"T ELEVATION B I EFT ELEVATION 'E!Am THE DESIGN SHOWN MEETS OR EXONP5 5ECTON 1606 CHAPTER IC) Or THE 2001 EDITION—;aev FED 2 7 200 TF-Pt4EN E. V-AiTNF-lZ '.E. REG. a 0039526 7 0-) C�) —j LL -4 c-4 0-) Lu Z d OUNX ���00— 6 to Qua_ THE DESIGN SHOWN MEETS OR EXONP5 5ECTON 1606 CHAPTER IC) Or THE 2001 EDITION—;aev FED 2 7 200 TF-Pt4EN E. V-AiTNF-lZ '.E. REG. a 0039526 7 E[70)6 WALL NIGHI W/PREGA5T 51L SECTION VIEWS -SAILFISH 16 OF 11 118)RISER561-5/S" (II)TREAD5lv9-9-3/4" CRO66 SECTION A SCALE: I/4' = I' -O" 5GRLE: 1/4" = 1'-0" GMU PRi\/AGY WALL W/OAP, 5TI)CGO FIN. N N N J IL V Q lli J W N _j to j OL Z O X<1r- �.OUN �LLI� QQ F16W DINING RK4 09 THE PE515N SHOM MEE75 OR EXCEEDS Mr,710N 1(20 CHAPTER 16 OP THE 2001 FEB 2 7 2004 3TEPt4EN E. ICA6TNER P.E. REG. • 0039526 7 i ENGINEERING AND [)K:1F't'ING SERVICES. 1535 COGSWE]LL STREET, SUITE C-19 ROCKLICDGE, FLORIDA 32966 PHONE: 321 636-0489 FAX: 321 =636-912on GENERAL VALLEY NOTES: (1) RAFTERS TO BE 2x4 SPACED 24" 0.0, UP TO 8', USE 2x6 UP TO 12' LENGTH. (2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-C" TO HAVE (2x4) COLLAR TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH), (3) RIDGE BOARD SHALL BE 2x6 MIN, FOR 2x4 RAFTERS, & 2x8 MIN, FOR 2x6 RAFTER;,. (4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP HCDP CONNECTOR, NAILED 8-8d, ALL OTHERS TOE -NAIL WITH 10d. (5) ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUD GRADE OR BETTER, \\ (1) HCDP FRA END OF � EACH FRAMING G MEMBER. (SEE VALLEY NOTE #4.) (5) 10',\ou, NAILS EACH END. TRUSSES BELOW (2-2x4) CLEAT UNDER VALLEY FRAMING ---� ANCHOR TO EACH TRUSS BELOW WITH (4) 10d NAILS FOR VALLEY RAFTERS UNDER 6' AND LESS. OVER 6' USE USP HCDP CLIPS. IF CLEAT IS OVER SHEATHING AND VALLEY RAFTER IS OVER 6', USE (1) 3/8" x 4" LAG SCREW WITH 1" WASHER PER CLEAT, OR CUT SLOT AND BEND 12" STRAP (FROM ANY MANUFACTURER) AROUND TRUSS BELOW,FILL ALL HOLES WITH 8d NAILS (MIN.), SPACED (3) TRUSSES MAXIMUM, 1501 VALLEY FRAMING DETAIL °tti+aroa SCALE; NTS COLLAR TIE (AS REQUIRED, SEE GENERAL VALLEY NOTES), USP UH26 FASTENED TO PEAK OF PREVIOUS TRUSS, 8d GUN NAILS AT 4" O.C. WITHIN 48" MIMINUM OF ENDS, GABLES, & RIDGES 15/32" PLYWOOD C -D OR 7/16" APA RATED OSB 8d GUN NAILS AT 6" 0 C ON EDGES AND FIELD TYPICAL NAILING SCHEDULE NA;LSCHED 01 MAY03 SCALE: NTS SCHED,dwg ° s 02JUN03 TRUSS AND BEAM ANCHOR SCHEDULE QP LqJ TAG 130 MPH FULLY ENCLOSED DOOR PRESSURE CHART (p.s.f.) CHART (p.s.f.) ROUGH OPENING AREA TAG DOOR DIMENSIONS ROUGH OPENING AREA AREA EXPOSURE B EXPOSURE B EXPOSURE C (ONE STORY) EXPOSURE C (TWO STORY) +32.8 -35.9 WIDTH HEIGHT WIDTH HEIGHT Sq. Ft. ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 2068 25 5/8 82 26 1/2" 82 1/2" 15.2 +29.7 -32.3 +29.7 -39.3 +35.9 -39.1 +35.9 -47.5 +40.1 -43.6 +40.1 -53.1 2468 29 5/8" 82" 30 1/2" 82 1/2" 17,5 +29.4 -32.0 +29.4 -38.7 +35.6 -38.7 +35.6 -46.8 +39.7 -43.2 +39.7 -52.2 2668 31 5/8" 82" 32 1 /2" 82 1 /2" 18.6 +29.2 -31.8 +29.2 -3B.4 +35.3 -38.5 +35.3 -46.5 +39.4 -42.9 +39.4 -51,8 2868 33 5/8" 82" 34 1/2" 82 1/2" 19.8 +29.0 -31.6 +29.0 -38.1 +35.1 -38.2 +35.1 -46.1 +39.2 -42.7 +39.2 -51,4 3068 37 5/8" 82" 38 1/2" 82 1/2'" 22.1 +28.9 -31.5 +28.9 -37.7 +35.0 -38.1 +35.0 -45.6 +39,0 -42.5 +39.0 -50.9 (2) 2068 50 9/16" 82" 51 1/4" 82 1/2" 29.4 +28.4 -31.0 +28.4 -36.8 +34.4 -37.5 +34.4 -44.5 +38.3 -41.9 +38.3 -4917 (2) 2468 58 9/16" 82" 59 1/4'" 82 1/2" 33.9 +28.2 -30.8 +28.2 -36.3 +34.1 -37.3 +34.1 -43.9 +38.1 -41.6 +38.1 -49.0 (2) 2668 62 9/16" 82" 63 1/4" 82 1/2" 36.2 +28.0 -30.6 +28.0 -36.0 +34.0 -37.0 +34.0 -43.6 +37.8 -41.3 +37,8 -48.6 (2) 2868 66 9/16" 82" 67 1/4" 82 1/2" 38.5 +27.9 -3D.5 +27.9 -35.7 +33.8 -36.9 +33.8 -43.2 +37.7 -41.2 +37.7 -48.2 (2) 3068 74 9/16" 82" 75 1/4" 82 1/2" 43.1 +27.6 -3D.2 +27.6 -35.2 +33.4 -36.5 +33.4 -42.6 +37.2 -40.8 +37.2 -47.5 12" SIDELITE 13 9/16" 82" -35.7 14" 82 1/2" 8.0 +30.7 -33.3 +3D.7 -41.2 +37.1 -40.3 +37.1 -49,9 +41.4 -44.9 +41.4 -55.6 2080 25 5/8" 981' 26 1/2- 98 1/2- 18.1 +29.3 -31.9 +29.3 -38.5 +35.5 -38.6 +35.5 -46.6 +39.6 -43.1 +39.6 -52.0 2480 29 5/8" 981' 30 1/2- 98 1/2- 20.9 +29.0 -31.6 +29.0 -38.0 +35.1 -38,2 +35,1 -46.0 +39.2 -42.7 +39.2 -51,3 2680 31 5/8" 98" 32 1/2" 98 1/2" 22.2 +28.9 -31.5 +28.9 -37.7 +35.0 -38.1 +35.0 -45,6 +39.0 -42.5 +39.0 -50.9 2880 33 5/8" 98" 34 1/2" 98 1/2" 23.6 +28.8 -31.4 +28.8 -37,6 +34,8 -38.0 +34,8 -45,5 +38.9 -424 +38.9 -50.8 3080 37 5/8" 98" 38 1/2" 98 1/2" 26.3 +28.6 -31.2 +28.6 -37.2 +34.6 -37.8 +34,6 -45.0 +38.6 -42.2 +38.6 -50.2 (2) 2080 50 9/16" 981' 51 1/4" 98 1/2" 35.1 +28.1 -30.7 +28.1 -36.1 +34.0 -37.1 +34,0 -43.7 +37.9 -41.4 +37.9 -48.7 (2) 2480 58 9/16'" 98"' 59 1/4'" 98 1/2"" 40.5 +27.8 -30.4 +27.8 -35.5 +33.6 -36.8 +33,6 -43.0 +37.5 -41.0 +37.5 -47.9 (2) 2680 62 9/16" 981' 63 1/4" 98 1/2" 43.3 +27.6 -30.2 +27.6 -35.1 +33.4 -36.5 +33.4 -42.5 +37.3 -40.8 +37.3 -47.4 (2) 2880 66 9/16" 98" 67 1/4" 98 1/2" 46.0 +27.4 -30.0 +27.4 -34.8 +33.2 -36.3 +33,2 -42.1 +37.0 -40.5 +37.0 -47.0 (2) 3080 74 9/16" 98" 75 1/4'" 98 1/2'" 51.5 +27.2 -29.8 +27.2 -34.2 +32.9 -35.1 +32.9 -41.4 +36.7 -40.2 +36.7 -46.2 12" SIDELITE 13 9/16'" 981" -36.7 14" 98 1/2" 9.6 1 +30.5 -33.0 +30.5 -40.8 +36.9 -39.9 1 +36.9 -49.4 1 +41.2 -44.6 +41.2 -55.1 NOTE: DOOR SIZES SHOWN ARE FOR THERMA-TRU BRAND DOORS; OTHER BRANDS MAY VARY, CHECK WITH MANUFACTURER TO VERIFY DIMENSIONS. ENGINEERING AND [)K:1F't'ING SERVICES. 1535 COGSWE]LL STREET, SUITE C-19 ROCKLICDGE, FLORIDA 32966 PHONE: 321 636-0489 FAX: 321 =636-912on GENERAL VALLEY NOTES: (1) RAFTERS TO BE 2x4 SPACED 24" 0.0, UP TO 8', USE 2x6 UP TO 12' LENGTH. (2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-C" TO HAVE (2x4) COLLAR TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH), (3) RIDGE BOARD SHALL BE 2x6 MIN, FOR 2x4 RAFTERS, & 2x8 MIN, FOR 2x6 RAFTER;,. (4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP HCDP CONNECTOR, NAILED 8-8d, ALL OTHERS TOE -NAIL WITH 10d. (5) ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUD GRADE OR BETTER, \\ (1) HCDP FRA END OF � EACH FRAMING G MEMBER. (SEE VALLEY NOTE #4.) (5) 10',\ou, NAILS EACH END. TRUSSES BELOW (2-2x4) CLEAT UNDER VALLEY FRAMING ---� ANCHOR TO EACH TRUSS BELOW WITH (4) 10d NAILS FOR VALLEY RAFTERS UNDER 6' AND LESS. OVER 6' USE USP HCDP CLIPS. IF CLEAT IS OVER SHEATHING AND VALLEY RAFTER IS OVER 6', USE (1) 3/8" x 4" LAG SCREW WITH 1" WASHER PER CLEAT, OR CUT SLOT AND BEND 12" STRAP (FROM ANY MANUFACTURER) AROUND TRUSS BELOW,FILL ALL HOLES WITH 8d NAILS (MIN.), SPACED (3) TRUSSES MAXIMUM, 1501 VALLEY FRAMING DETAIL °tti+aroa SCALE; NTS COLLAR TIE (AS REQUIRED, SEE GENERAL VALLEY NOTES), USP UH26 FASTENED TO PEAK OF PREVIOUS TRUSS, 8d GUN NAILS AT 4" O.C. WITHIN 48" MIMINUM OF ENDS, GABLES, & RIDGES 15/32" PLYWOOD C -D OR 7/16" APA RATED OSB 8d GUN NAILS AT 6" 0 C ON EDGES AND FIELD TYPICAL NAILING SCHEDULE NA;LSCHED 01 MAY03 SCALE: NTS SCHED,dwg ° s 02JUN03 TRUSS AND BEAM ANCHOR SCHEDULE QP LqJ TAG 130 MPH FULLY ENCLOSED SLIDING GLASS DOOR PRESSURE CHART (p.s.f.) ROUGH OPENING AREA TAG TYPE DOOR DIMENSIONS ROUGH OPENING AREA ZONE 4 EXPOSURE B 8070 EXPOSURE C (ONE STORY) EXPOSURE C (TWO STORY +27.1 -29.7 +32.8 -35.9 WIDTH HEIGHT WIDTH HEIGHT Sq. Ft. ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 5068 XX 60 11/16. 80" 52 1/2' 81* 35.2 +25.1 -30,7 +28.1 -36,1 +34.0 -37,1 +34.0 -43.7 +37.9 -41.4 +37,9 -48.7 6068 xX 72 11/16" 80" 74 1/2" 81" 41.9 +27.7 -30,3 +27,7 -35.3 +33.5 -35.7 +33.5 -42.7 +37.4 -40.9 +37,4 -47,7 8068 XX 95 11/16. 80" 98 1/2" 81* 55,4 +27,1 -29.7 +27,1 -34.0 +32.8 -35,9 +32.8 -41,1 +35.6 -40.1 +35.6 -45.5 9068 XXX 107 11/15" 80" 109 1/2" 81" 61.5 +26.9 -29.5 +26.9 -33.7 +32.5 -35.7 +32,5 -40.8 +36,3 -39.8 +35.3 -45.5 9068 0x0 109 11/16" 80" 1 111 1/2" 81" 62,7 +26.9 -29.5 +26,9 -33.6 +32.5 -35.7 +32.5 -40.7 +36.3 -39.8 +36.3 -45.4 9068 OXxO 120 11/16" 80" 122 1/2" 81" 68.9 +25.7 -29.3 +25.7 -33.3 +32.3 -35.5 +32.3 -40.3 +36.0 -39.5 +35.0 -45.0 10068 0xx0 144 11/16" 80" 145 1/2" 81" 82,4 +25.4 -28.9 +25.4 -32.5 +31,9 -35.0 +31.9 -39.3 +35.6 -39.0 +35,6 -43,9 12068 XXX 143 11/16" 80" 145 1/2" 81" 81.8 +25.4 -28.9 +26,4 -32.5 +31,9 -35.0 +31.9 -39.4 +35.6 -39.0 +35.6 -44.0 12068 0X0 145 11/16" 80" 147 1/2" 81" 83.0 +25.3 -28.9 +25.3 -32.5 +31.8 -35.0 +31.8 -39.3 +35.5 -39.0 +35,5 -43,9 12058 OXXO 192 11/15" 80" 194 1/2" 81" 109,4 +25.7 -28.1 +25.7 -31,1 +31.1 -34.0 +31.1 -37.6 +34.7 -37,9 +34,7 -42.0 5080 XX 50 11/16" 96" 52 1/2' 97" 42.1 +27,7 -30,3 +27,7 -35.3 +33.5 -35.7 +33.5 -42.7 +37.4 -40,9 +37.4 -47,7 6080 xx 72 11/16" 96" 74 1/2" 97" 50.2 +27.2 -29.8 +27.2 -34,3 +32,9 -35.1 +32,9 -41.5 +36,2 -40,2 +36.2 -46.3 8080 XX 95 11/16" 96" 98 1/2" 97" 66.4 +26.8 -29.3 +25.8 -33.4 +32,4 -35.5 +32.4 -40.4 +36.2 -39.5 +36.2 -45.1 9080 XXX 107 11/15" 95" 109 1/2" 97" 73,8 +26.6 -29.1 +26.6 -33.0 +32,2 -35.2 +32.2 -39.9 +35.9 -39.3 +35.9 -44.5 9080 0X0 109 11/15" 96" 111 1/2" 97" 75.1 +26.6 -29.1 +25.6 -33,0 +32,2 -35.2 +32.2 -39.9 +35.9 -39.3 +35.9 -44.6 9080 Oxxo 120 11/16" 95" 122 1/2" 97" 82.5 +25.4 -28.9 +26.4 -32.5 +31.9 -35.0 +31,9 -39.4 +35.6 -39.0 +35.5 -44.0 10080 OXXO 144 11/15" 96" 146 1/2" 97" 98,0 +25.0 -28.5 +25.0 -31.7 +31.5 -34.5 +31.5 -38.4 +35.1 -38,5 +35,1 -42.8 12080 XXX 143 11/16" 96" 145 1/2" 97" 98.0 +25.0 -28.5 +26.0 -31.7 +31.5 -34.5 1 +31.5 -38.4 1+35.1 -38.5 +35,1 -42.8 12080 0X0 145 11/16" 96" 147 1/2" 97" 99,4 +25,9 -28.4 +25,9 -31.6 +31.3 -34.4 +31,3 -38.2 +35.0 -38.3 +35.0 -42.7 12080 OXXO 192 11/16" 96" 194 1/2"' 97" 131,0 1 +25.1 -27.5 1 +25.1 -29.9 1 +30.4 -33.3 1 +30,4 -36.2 1 +33.9 -37.1 1 +33.9 -40.4 NOTE: DOOR SIZES SHOWN ARE FOR KINCO BRAND DOORS; OTHER BRANDS MAY VARY. CHECK WITH MANUFACTURER TO VERIFY DIMENSIONS, +38.1 ENGINEERING AND [)K:1F't'ING SERVICES. 1535 COGSWE]LL STREET, SUITE C-19 ROCKLICDGE, FLORIDA 32966 PHONE: 321 636-0489 FAX: 321 =636-912on GENERAL VALLEY NOTES: (1) RAFTERS TO BE 2x4 SPACED 24" 0.0, UP TO 8', USE 2x6 UP TO 12' LENGTH. (2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-C" TO HAVE (2x4) COLLAR TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH), (3) RIDGE BOARD SHALL BE 2x6 MIN, FOR 2x4 RAFTERS, & 2x8 MIN, FOR 2x6 RAFTER;,. (4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP HCDP CONNECTOR, NAILED 8-8d, ALL OTHERS TOE -NAIL WITH 10d. (5) ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUD GRADE OR BETTER, \\ (1) HCDP FRA END OF � EACH FRAMING G MEMBER. (SEE VALLEY NOTE #4.) (5) 10',\ou, NAILS EACH END. TRUSSES BELOW (2-2x4) CLEAT UNDER VALLEY FRAMING ---� ANCHOR TO EACH TRUSS BELOW WITH (4) 10d NAILS FOR VALLEY RAFTERS UNDER 6' AND LESS. OVER 6' USE USP HCDP CLIPS. IF CLEAT IS OVER SHEATHING AND VALLEY RAFTER IS OVER 6', USE (1) 3/8" x 4" LAG SCREW WITH 1" WASHER PER CLEAT, OR CUT SLOT AND BEND 12" STRAP (FROM ANY MANUFACTURER) AROUND TRUSS BELOW,FILL ALL HOLES WITH 8d NAILS (MIN.), SPACED (3) TRUSSES MAXIMUM, 1501 VALLEY FRAMING DETAIL °tti+aroa SCALE; NTS COLLAR TIE (AS REQUIRED, SEE GENERAL VALLEY NOTES), USP UH26 FASTENED TO PEAK OF PREVIOUS TRUSS, 8d GUN NAILS AT 4" O.C. WITHIN 48" MIMINUM OF ENDS, GABLES, & RIDGES 15/32" PLYWOOD C -D OR 7/16" APA RATED OSB 8d GUN NAILS AT 6" 0 C ON EDGES AND FIELD TYPICAL NAILING SCHEDULE NA;LSCHED 01 MAY03 SCALE: NTS SCHED,dwg ° s 02JUN03 TRUSS AND BEAM ANCHOR SCHEDULE QP LqJ TAG 130 MPH FULLY ENCLOSED GARAGE DOOR PRESSURE CHART (p.s.f.) TAG DOOR DIMENSIONS ROUGH OPENING AREA EXPOSURE B EXPOSURE C (ONE STORY) EXPOSURE C ('TWO STORY) ROUGH OPENING WIDTH HEIGHT WIDTH HEIGHT Sq. Ft. ZONE 4 ZONE 4 8070 96 84 96 84 56 +27.1 -29.7 +32.8 -35.9 9070 108 84 108 84 63 +26.9 -29.4 +32.5 -35.6 16070 192" 84 192 84 112 +25.6 -28.1 +31.0 -34.0 18070 216 84 216 84 126 +25.3 -27.7 1 +30.6 -33.5 8080 96 96 96 96" 64 +26.8 -29.4 +32.4 -35.6 9080 108 96 108 96 72 +26.6 -29.2 +32,2 -35.3 16080 192 96 192' 96 128 +25.2 -27.6 1 +30.5 -33.4 18080 216" 1 96 216" 1 96" 1 144 +24.8 -27.2 1 +30.0 -32,9 NOTE: DOOR SIZES SHOWN ARE GENERIC SIZES. CHECK WITH MANUFACTURER TO VERIFY DIMENSIONS. ENGINEERING AND [)K:1F't'ING SERVICES. 1535 COGSWE]LL STREET, SUITE C-19 ROCKLICDGE, FLORIDA 32966 PHONE: 321 636-0489 FAX: 321 =636-912on GENERAL VALLEY NOTES: (1) RAFTERS TO BE 2x4 SPACED 24" 0.0, UP TO 8', USE 2x6 UP TO 12' LENGTH. (2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-C" TO HAVE (2x4) COLLAR TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH), (3) RIDGE BOARD SHALL BE 2x6 MIN, FOR 2x4 RAFTERS, & 2x8 MIN, FOR 2x6 RAFTER;,. (4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP HCDP CONNECTOR, NAILED 8-8d, ALL OTHERS TOE -NAIL WITH 10d. (5) ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUD GRADE OR BETTER, \\ (1) HCDP FRA END OF � EACH FRAMING G MEMBER. (SEE VALLEY NOTE #4.) (5) 10',\ou, NAILS EACH END. TRUSSES BELOW (2-2x4) CLEAT UNDER VALLEY FRAMING ---� ANCHOR TO EACH TRUSS BELOW WITH (4) 10d NAILS FOR VALLEY RAFTERS UNDER 6' AND LESS. OVER 6' USE USP HCDP CLIPS. IF CLEAT IS OVER SHEATHING AND VALLEY RAFTER IS OVER 6', USE (1) 3/8" x 4" LAG SCREW WITH 1" WASHER PER CLEAT, OR CUT SLOT AND BEND 12" STRAP (FROM ANY MANUFACTURER) AROUND TRUSS BELOW,FILL ALL HOLES WITH 8d NAILS (MIN.), SPACED (3) TRUSSES MAXIMUM, 1501 VALLEY FRAMING DETAIL °tti+aroa SCALE; NTS COLLAR TIE (AS REQUIRED, SEE GENERAL VALLEY NOTES), USP UH26 FASTENED TO PEAK OF PREVIOUS TRUSS, 8d GUN NAILS AT 4" O.C. WITHIN 48" MIMINUM OF ENDS, GABLES, & RIDGES 15/32" PLYWOOD C -D OR 7/16" APA RATED OSB 8d GUN NAILS AT 6" 0 C ON EDGES AND FIELD TYPICAL NAILING SCHEDULE NA;LSCHED 01 MAY03 SCALE: NTS SCHED,dwg ° s 02JUN03 TRUSS AND BEAM ANCHOR SCHEDULE QP LqJ TAG 130 MPH FULLY ENCLOSED BLOCK WINDOW PRESSURE CHART (p.s.f.) DESIGN LOAD (LBS.) TAG WINDOW TAG WINDOW DIMENSIONS ROUGH OPENING AREA 174 EXPOSURE B (ONE STORY) EXPOSURE e (ONE STORY) EXPOSURE C (TWO STORY) WIDTH WIDTH HEIGHT WIDTH HEIGHT Sq. Ft. ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 12 SH 19 26 19 3 4' 26 3.6 +31.3 -33.9 +31.3 -42.5 +37.9 -41.0+37.9 , -51.4 +42.3 -45.8 +42.3 -57.4 13 SH 19" 38 318" 19 3/4" 38 318" 5.2 +31.1 -33.7 +31,1 -42.0 +37.6 -40.8 +37.6 -50.8 +42.0 -45.5 +42.0 -56.7 14 SH 19" 50 5/8' 19 3/4" 50 5/8" 6.9 +30.8 -33.4 +30,8 -41.5 +37.3 -40.4 +37.3 -50.2 +41.6 -45.1 +41,6 -56.0 15 SH 19" 63" 19 3/4" 63" 8.6 +30.6 -33.2 +30.6 -41.1 +37.0 -40.2 +37,0 -49,7 +41.3 -44.8 +41.3 -55.5 16 SH 19" 72" 19 3/4" 72" 9.9 +30.4 -33.0 +30.4 -40.7 +36,8 -39.9 +36.8 -49.2 +41.0 -44.6 +41.0 -54.9 1/2 32 SH 26 3 8" 26" 27 1/4" 26" 4.9 +31,1 -33.7 +31.1 -42.1 +37.6 -40.8 +37.6 -50.9 +42.0 -45.5 +42.0 -56.8 1/2 33 SH 26 3/8" 38 318" 27 1/4" 38 318" 7.3 +30.8 -33.4 +30.8 -41.4 +37.3 -40.4 +37.3 -50.1 +41.6 -45.1 +41.6 -55.9 112 34 SH 26 318" 50 5/8" 27 1/4" 50 5/8" 9.6 +30.5 -33.1 +30,5 -40.8 +36.9 -40.1 +36.9 -49.4 +41.2 -44.7 +41.2 -55.1 1/2 35 SH 26 318" 63" 27 1/4" 63" 12.0 +30.1 -32.7 +30.1 -40.2 +35.4 -39.6 +35.4 -48.6 +40.6 -44.1 +40.6 -54,3 112 36 SH 26 3/8" 72" 27 1/4" 72" 13.6 +29.9 -32.5 +29.9 -39.7 +36.2 -39.3 +36.2 -48.0 +40.4 -43.9 +40.4 -53.6 22 SH 36 7/8" 26" 37 3/4" 26" 6.8 +30,8 -33.4 +30.8 -41.5 +37.3 -40.4 +37.3 -50.2 +41,6 -45.1 +41,6 -56.0 23 SH 36 7/a" 1 38 318" 37 3/4" 38 313" 10.1 +30,4 -33.0 +30.4 -40.7 +36.8 -39.9 +36.8 -49.2 +41.0 -44.6 +41.0 -54.9- 24 SH 36 7/a" 50 5/8" 37 3/4 " 50 5/8" 13.3 +29.9 -32.5 +29.9 -39.8 +36.2 -39.3 +36.2 -48.2 +39.1 -43.9 +39,1 -53.7 25 SH 36 7/8" 63" 37 3/4" 63" 16,5 +29.5 -32.1 +29.5 -38.9 +35.7 -38.8 +35.7 -47,1 +39.8 -43,3 +39.8 -52,5- 26 SH 36 7/8 72" 37 3/4" 72" 18.9 +29.2 -31,8 +29.2 -38.3 +35.3 -38.5 +35.3 -46.3 +39.4 -42.9 +39.4 -51.7 32 SH 53" 26" 53 3/4" 26" 9.7 +30.4 -33.0 +30.4 -40.7 +36.8 -39.9 +36.8 -49.2 +41.0 -44.6 +41.0 -54.9 33 SH 53" 38 318" 53 3/4" 38 318" 14,3 +29.8 -32.4 +29.8 -39.5 +36.1 -39.2 +35.1 -47,8 +40,2 -43.7 +40.2 -53.3 34 SH 53" 50 5/8" 53 3 4" 50 5/8" 18.9 +29.2 -31.8 +29.2 -38.3 +35.3 -38.5 +35.3 -46.3 +39.4 -42.9 +39.4 -51.7 35 SH 53" 63" 53 3/4" 63" 23.5 +28.8 -31.4 +28.8 -37.6 +34.8 -38.0 +34.8 -45.5 +38.9 -42.4 +38.9 -50.8 36 SH 53" 72" 53 3/4" 72" 26,9 +28.6 -31.2 +28.6 -37.1 +34.6 -37.8 +34.6 -44.9 +38.6 -42.1 +38.6 -50,1 2 24 SH 73 3/4" 50 5/8" 74 5/8" 50 5/8" 26.2 +28.6 -31.0 +28.6 -37.0 +34.6 -37.5 +34.6 -44.8 +38.6 -41.9 +38.6 -50.0 2 25 SH 73 3/4" 63" 74 5/8" 63" 32.7 +28.2 -30.8 +28.2 -36.4 +34.1 -37.3 +34,1 -44.0 +38.1 -41.6 +38.1 -49.1 2 26 SH 73 3/4" 72" 74 5/8" 72" 37.3 +28.0 -30.6 +28.0 -35.9 +33.9 -37.0 +33.9 -43.4 +37.8 -41.3 +37.8 -48.5 2 34 SH 106" 50 5/8" 106 718" 50 5/8" 37.6 +27.7 -30.3 +27.7 -35.2 +33.5 -36.7 +33.5 -42.6 +37,4 -40.9 +37.4 -47.5 2 35 SH 106" 631" 106 718- 63" 46.8 +27.4 -30.0 +27.4 -34.7 +33.2 -36.3 +33.2 -42.0 +37.0 -40.5 +37.0 -46.8 2 36 SH 106" 72" 106 7/8" 72" 53.4 +27.1 -29.7 +27,1 -34.1 +32.8 -35.9 +32,8 -41.3 +36.6 -40,1 +36.6 -46.0 3 24 SH 110 5/8" 50 5/8" 111 3/8' 50 5/8" 39.2 +27.8 -30.4 +27.8 -35.6 +33.6 -36.8 +33.6 -43.1 +37.5 -41.0 +37.5 -48,1 3 25 SH 110 5/8V` 63" 111 3/8" 63" 48.7 +27.3 -29.9 +27.3 -34.4 +33.0 -36.2 +33.0 -41.6 +36.9 -40.4 +36.9 -46.4 3 26 SH 110 5/8" 72" 111 3/8" 72" 55.7 +27.1 -29.7 +27.1 -34.0 +32.8 -35.9 +32.8 -41,1 +36,6 -40.1 +36.6 -45.9 3 34 SH 159" 50 5/8" 159 3/4" 50 5/8" 56.2 +27,1 -29.7 +27,1 -34.0 +32.8 -35.9 +32.8 -41.1 +36.6 -40,1 +36.6 -45.9 3 35 SH 159" 63" 159 3/4" 63" 69.9 +26.7 -29.2 +26.7 -33.2 +32,3 -35.3 +32.3 -40.2 +36.0 -39.4 +36.0 -44,8 3 36 SH 159" 72" 1 159 3/4" 72" 79.9 +26.4 -29.0 +26.4 -32.7 +31,9 -35,1 +31.9 -39.6 +35.6 -39.2 +35.6 -44,1 NOTE: WINDOW SIZES SHOWN ARE FOR KINCO BRAND WINDOWS; OTHER BRANDS MAY VARY. CHECK WITH MANUFACTURER TO VERIFY DIMENSIONS. ENGINEERING AND [)K:1F't'ING SERVICES. 1535 COGSWE]LL STREET, SUITE C-19 ROCKLICDGE, FLORIDA 32966 PHONE: 321 636-0489 FAX: 321 =636-912on GENERAL VALLEY NOTES: (1) RAFTERS TO BE 2x4 SPACED 24" 0.0, UP TO 8', USE 2x6 UP TO 12' LENGTH. (2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-C" TO HAVE (2x4) COLLAR TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH), (3) RIDGE BOARD SHALL BE 2x6 MIN, FOR 2x4 RAFTERS, & 2x8 MIN, FOR 2x6 RAFTER;,. (4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP HCDP CONNECTOR, NAILED 8-8d, ALL OTHERS TOE -NAIL WITH 10d. (5) ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUD GRADE OR BETTER, \\ (1) HCDP FRA END OF � EACH FRAMING G MEMBER. (SEE VALLEY NOTE #4.) (5) 10',\ou, NAILS EACH END. TRUSSES BELOW (2-2x4) CLEAT UNDER VALLEY FRAMING ---� ANCHOR TO EACH TRUSS BELOW WITH (4) 10d NAILS FOR VALLEY RAFTERS UNDER 6' AND LESS. OVER 6' USE USP HCDP CLIPS. IF CLEAT IS OVER SHEATHING AND VALLEY RAFTER IS OVER 6', USE (1) 3/8" x 4" LAG SCREW WITH 1" WASHER PER CLEAT, OR CUT SLOT AND BEND 12" STRAP (FROM ANY MANUFACTURER) AROUND TRUSS BELOW,FILL ALL HOLES WITH 8d NAILS (MIN.), SPACED (3) TRUSSES MAXIMUM, 1501 VALLEY FRAMING DETAIL °tti+aroa SCALE; NTS COLLAR TIE (AS REQUIRED, SEE GENERAL VALLEY NOTES), USP UH26 FASTENED TO PEAK OF PREVIOUS TRUSS, 8d GUN NAILS AT 4" O.C. WITHIN 48" MIMINUM OF ENDS, GABLES, & RIDGES 15/32" PLYWOOD C -D OR 7/16" APA RATED OSB 8d GUN NAILS AT 6" 0 C ON EDGES AND FIELD TYPICAL NAILING SCHEDULE NA;LSCHED 01 MAY03 SCALE: NTS SCHED,dwg ° s 02JUN03 TRUSS AND BEAM ANCHOR SCHEDULE QP LqJ TAG 130 MPH FULLY ENCLOSED FRAME WINDOW PRESSURE CHART (p.s.f.) DIMENSIONS (IN,) FASTENERS DESIGN LOAD (LBS.) TAG WINDOW DIMENSIONS ROUGH OPENING AREA THD26 EXPOSURE B 174 EXPOSURE C (ONE STORY) EXPOSURE C ('TWO STORY) 2430 WIDTH HEIGHT WIDTH HEIGHT Sq, Ft. ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 2020 SH 2.7-7,781-r 23 1 2 24 3 8 24 4.1 +31.2 -33.8 +31.2 -42.3 +37.8 -40.9 +37,8 -51.2 +42.1 -45.6 +42.1 -57.1 2420 SH 27 7/8" 23 1/2" 28 3/8" 24" 4.7 +31,1 -33.7 +31.1 -42.1 +37.6 -40.8 +37.6 -50.9 +42.0 -45.5 +42.0 -56.8 2820 SH 31 7/8" 23 1/2" 32 3/8" 24" 5,4 +31.1 -33.7 +31.1 -42.1 +37.6 -40.8 +37.6 -50.9 +42.0 -45.5 +42.0 -56.8 3020 SH 35 7/8" 23 1/2" 36 3/8" 24" 6.1 +31.0 -33.6 +31.0 -41.8 +37.5 -40.7 +37.5 -50.6 +41.9 -45.4 +41.9 -56.4 3420 SH 39 7/8" 23 1/2" 40 3/8" 24" 6.7 +30.9 -33.5 +30.9 -41.6 +37.4 -40.5 +37.4 -50.3 +41.7 -45.2 +41.7 -56.2 3820 SH 43 7/8" 23 1/2" 44 3/8" 24" 7.4 +30.8 -33.4 +30.8 -41.4 +37.3 -40.4 +37,3 -50.1 +41.6 -45.1 +41.6 -55.9 4020 SH 47 7/8" 23 1/2" 48 3/8" 24" 8,1 +30.7 -33.3 +30.7 -41.2 +37.1 -40.3 +37.1 -49.9 +41.4 -45.0 +41.4 -55.6 2030 SH 23 7/8" 35 1/2" 24 3/8" 36" 6.1 +31.0 -33.6 +31.0 -41.8 +37.5 -40.7 +37.5 -50.6 +41.9 -45.4 +41,9 -56.4 2430 SH 27 7/8" 35 1/2" 28 3/8" 36" 7,1 +30.8 -33.4 +30.8 -41.5 +37.3 -40.4 +37.3 -50.2 +41.6 -45.1 +41.6 -56.0 2830 SH 31 7/8" 35 1/2" 32 3/8" 36" 8.1 +30.7 -33.3 +30.7 -41.2 +37.1 -40.3 +37.1 -49.9 +41.4 -45.0 +41.4 -55.6 3030 SH 35 7/8" 35 1/2" 35 3/8" 36" 9.1 +30.5 -33.1 +30.5 -41.0 +36.9 -40.1 +36.9 -49.6 +41.2 -44.7 +41.2 -55.4 3430 SH 39 7/8" 35 1/2" 1 40 3/8" 36" 10.1 +30.4 -33.0 +30.4 -40.7 +36.8 -39.9 +36.8 -49.2 +41.0 -44.6 +41,0 -55.0 3830 SH 43 7/8" 35 1/2" 44 3/8" 36" 11.1 +30.3 -32.9 +30.3 -40.4 +36.7 -39.8 +35.7 -48.9 +40.9 -44.4 +40.9 -54.5 4030 SH 47 7/8" 35 1/2" 48 3/8" 36" 12.1 +30.1 -32.7 +30.1 -40.2 +36.4 -39.6 +35.4 -48.6 +40.6 -44.1 +40.6 -54.3 2040 SH 23 7/8" 47 1/2" 24 3/8" 48" 8.1 +30.7 -33.3 +30.7 -41.2 +37.1 -40.3 +37.1 -49.9 +41.4 -45.0 +41.4 -55.6 2440 SH 27 7/8'" 47 1/2" 28 3/B" 46" 9.5 +30.5 -33.1 +30.5 -40.9 +36.9 -40.1 +36.9 -49.5 +41.2 -44.7 +41.2 -55.2 2840 SH 31 7/B" 47 1/2" 32 3/8" 1 48" 10.8 +30.3 -32.9 +30.3 -40.5 +36.7 -39.8 +36.7 -49.0 +40.9 -44.4 +40.9 -54.7 3040 SH 35 7/8" 47 1/2" 36 3/8" 48" 12.1 +30.1 -32.7 +30.1 -40.2 +35.4 -39.6 +36.4 -48.6 +40.6 -44.1 +40.6 -54.3 3440 SH 39 7/8" 47 1/2" 40 3/8" 48" 13.5 +29.9 -32.5 +29.9 -39.8 +36.2 -39.3 +36.2 -48.2 +40,4 -43.9 +40.4 -53.7 3840 SH 43 7/8" 47 1/2" 44 3/8" 48" 14.8 +29.7 -32.3 +29.7 -39.4 +35.9 -39.1 +35.9 -47.7 +40.1 -43.6 +40.1 -53.2 4040 SH 47 7/8" 47 1/2" 48 3/8" 48" 16.1 +29.6 -32.0 +29.6 -39.1 +35.8 -38.7 +35.8 -47.3 +40.0 -43.2 +40.0 -52.8 2050 SH 23 7/8" 59 1/2" 24 3/8" 60" 10.2 +30.4 -33.0 +3D,4 -40.7 +36.8 -39.9 +36.8 -49.2 +41.0 -44.6 +41.0 -54.9 2450 SH 27 7/8" 59 1/2" 28 3/8" 60" 11.8 +30.2 -32.8 +30.2 -40.2 +36.5 -39.7 +36.5 -48.6 +40.8 -44.3 +40.8 -54.3 2850 SH 31 7/8" 59 1/2" 32 3/8" 60" 13.5 +29.9 -32.5 +29.9 -39.8 +36.2 -39.3 +36.2 -48.2 +40.4 -43.9 +40.4 -53.7 3050 SH 35 7/8" 59 1/2" 36 3/8" 60" 15.2 +29.7 -32.3 +29.7 -39.4 +35.9 -39.1 +35.9 -47.7 +40.1 -43.6 +40.1 -53.2 3450 SH 39 7/8" 59 1/2" 40 3/8" 60" 16.8 +29.5 -32.1 +29.5 -38.9 +35.7 -38.8 +35.7 -47.1 +39.8 -43.3 +39.8 -52.5 3850 SH 43 7/8" 59 1/2" 44 3/8" 60" 18.5 +29.2 -31.8 +29.2 -38.5 +35.3 -38.5 +35,3 -46.6 +39.4 -42.9 +39.4 -52.0 4050 SH 47 7/8" 59 1/2" 48 3/8" 60" 20.2 +29.0 -31.6 +29.0 -38.0 +35.1 -38.2 +35.1 -46.0 +39.2 -42.7 +39,2 -51.3 2060 SH 23 7/8" 71 1/2" 24 3/8" 72" 12.2 +30,1 -32.7 +30.1 -40.2 +36.4 -39.6 +36.4 -48.6 +40.6 -44,1 +40.6 -54.3 2460 SH 27 7/8" 71 1/2" 28 3/8" 72" 14.2 +29.8 -32.4 +29.8 -39.6 +35.1 -39.2 +36.1 -47.9 +40.2 -43.7 +40 2 -53.5 2860 SH 31 7/8" 71 1/2" 32 318" j 72" 16.2 +29.6 -32.0 +29.6 -39.1 +35.8 -38.7 +35.8 -47.3 +40.0 -43.2 +40.0 -52.8 3060 SH 35 7/8" 71 1/2" 36 3/8" 72" 18.2 +29.3 -31.9 +29.3 -38.5 +35.5 -38.6 +35.5 -46.6 +39.6 -43.1 +39.6 -52.0 3460 SH 39 7/8" 71 1/2" 40 3/8" 72" 20.2 +29.0 -31.6 +29.0 -38.0 +35.1 -38.2 +35.1 -46.0 +39.2 -42.7 +39.2 -51.3 3860 SH 43 7/8" 71 1/2" 44 3/8" 72" 22.2 +28.9 -31.5 +28.9 -37.7 +35.0 -38.1 +35.0 -45.6 +39.0 -42.5 +39.0 -50.9 4060 SH 47 7/8" 71 1/2" 48 318" 72" 24.2 +28.8 -31.4 +28.8 -37.5 +34.8 -38.0 +34.8 -45.4 +38.9 -42.4 +38.9 -50.6 2 3050 SH 72 3/4" 59 1/2" 73 1/4" 60" 30.5 +28.4 -31.0 +28,4 -36.8 +34.4 -37.5 +34.4 -44.5 +38.3 -41.9 +38.3 -49.7 (2) 3060 SH 72 3/4" 71 1/2" 73 1/4" 72" 36.6 +28.0 -30.6 +28.0 -36.0 +33.9 -37.0 +33.9 -43.6 +37.8 -41.3 +37.8 -48.6 2 4050 SH 96 3/4" 59 1/2" 97 1/4" 1 60" 40.5 +27.8 -30.4 +27.8 -35.5 +33.6 -36.8 +33.6 -43.0 +37.5 -41.0 +37.5 -47.9 2 4060 SH 96 3/4" 71 1/2" 97 1/4" 72" 48.6 +27.3 -29.9 +27.3 -34.6 +33.0 -36,2 +33.0 -41.9 +36.9 -40.4 +36.9 -46.7 (3) 3050 SH 109 5/8" 59 1/2" 110 1/8" 60" 45.9 +27,4 -30.2 +27,4 -34.8 +33.2 -36.5 +33.2 -42.1 +37.0 -40.8 +37.0 -47.0 3 3060 SH 109 5/8" 71 1/2" 110 1/8" 72" 55.1 +27.1 -29.7 1 +27.1 -34.0 +32.8 -35,9 +32.8 -41.1 +35.6 -40.1 +36.6 -45.9 3 4050 SH 145 5/8" 59 1/2" 146 1/8" 60" 60.9 +26.9 -29.5 1 +26.9 -33.7 +32.5 -35.7 +32.5 -40.8 +36.3 -39.8 +36.3 -45.5 (3 4060 SH 145 5/8"' 71 1/2" 146 1/8" 72" 73.1 +26.6 -29.2 +26.6 -33.1 +32.2 -35.3 +32,2 -40.1 +35.9 -39.4 +35.9 -44.7 NOTE: WINDOW SIZES SHOWN ARE FOR KINCO BRAND WINDOWS; OTHER BRANDS MAY VARY. CHECK WITH MANUFACTURER TO VERIFY DIMENSIONS. ENGINEERING AND [)K:1F't'ING SERVICES. 1535 COGSWE]LL STREET, SUITE C-19 ROCKLICDGE, FLORIDA 32966 PHONE: 321 636-0489 FAX: 321 =636-912on GENERAL VALLEY NOTES: (1) RAFTERS TO BE 2x4 SPACED 24" 0.0, UP TO 8', USE 2x6 UP TO 12' LENGTH. (2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-C" TO HAVE (2x4) COLLAR TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH), (3) RIDGE BOARD SHALL BE 2x6 MIN, FOR 2x4 RAFTERS, & 2x8 MIN, FOR 2x6 RAFTER;,. (4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP HCDP CONNECTOR, NAILED 8-8d, ALL OTHERS TOE -NAIL WITH 10d. (5) ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUD GRADE OR BETTER, \\ (1) HCDP FRA END OF � EACH FRAMING G MEMBER. (SEE VALLEY NOTE #4.) (5) 10',\ou, NAILS EACH END. TRUSSES BELOW (2-2x4) CLEAT UNDER VALLEY FRAMING ---� ANCHOR TO EACH TRUSS BELOW WITH (4) 10d NAILS FOR VALLEY RAFTERS UNDER 6' AND LESS. OVER 6' USE USP HCDP CLIPS. IF CLEAT IS OVER SHEATHING AND VALLEY RAFTER IS OVER 6', USE (1) 3/8" x 4" LAG SCREW WITH 1" WASHER PER CLEAT, OR CUT SLOT AND BEND 12" STRAP (FROM ANY MANUFACTURER) AROUND TRUSS BELOW,FILL ALL HOLES WITH 8d NAILS (MIN.), SPACED (3) TRUSSES MAXIMUM, 1501 VALLEY FRAMING DETAIL °tti+aroa SCALE; NTS COLLAR TIE (AS REQUIRED, SEE GENERAL VALLEY NOTES), USP UH26 FASTENED TO PEAK OF PREVIOUS TRUSS, 8d GUN NAILS AT 4" O.C. WITHIN 48" MIMINUM OF ENDS, GABLES, & RIDGES 15/32" PLYWOOD C -D OR 7/16" APA RATED OSB 8d GUN NAILS AT 6" 0 C ON EDGES AND FIELD TYPICAL NAILING SCHEDULE NA;LSCHED 01 MAY03 SCALE: NTS SCHED,dwg ° s 02JUN03 TRUSS AND BEAM ANCHOR SCHEDULE QP LqJ TAG MFGR PRODUCT CODE DESCRIPTION 2003 CAT. PAGE NO. DIMENSIONS (IN,) FASTENERS DESIGN LOAD (LBS.) W 0/S H GIRDER/HEADER TRUSS/JOIST FT 100007.LOOR ROOF uPU7. 1 125 160 A USP THD26 1 -PLY 174 1-5/8 5-3/8 5-1/16 (18) 16d (12) 1 O x 1-1/2 2430 3040 1825 AU USP THD210 1 -PLY 174 1-5/8 5-3/8 9-0 (38) 1 5d (20) 1 O x 1-1/2 4715 5115 3040 B USP THD28-2 2 -PLY GIRDER 174 3-7/16 9-7/16 7-0 (28) 16d (16) 10d 3750 4690 2485 BT USP THDH210-2 2 -PLY GIRDER 175 3-1/4 8-1/4 9-1/4 (46) 16d (12) 16d 7910 9010 3970 BU USP I THDH3212 2 -PLY GIRDER 175 3-1/4 I 8-1/4 10-5/8 (56) 15d (14) 16d 9475 11200 5750 BH USP HSOS4016 2 -PLY HEAVY GIRDER 181 3-1/4 5-1/2 16-0 (22) WS3 (16) WS3 7390 9240 8165 C USP THDH28-3 3 -PLY GIRDER 175 5-1/8 10-1/8 7-1/8 (36) 16d (10) 16d 6260 7825 2665 CT USP THDH210-3 3 -PLY GIRDER 175 5-1/8 10-1/8 9-1/8 (46) 16d (12) 16d 7910 8260 3490 CU USP THDH5212 3 -PLY GIRDER 175 5-1/4 10-1/4 10-3/4 (56) 16d (14) 16d 9475 11200 5750 CH USP HSUS8016 3 -PLY HEAVY GIRDER 181 4-7/8 5-1/2 16-0 (28) WS3 (24) WS3 9410 11760 11760 D USP THDH7212 4 -PLY GIRDER 175 7-1/4 12-1/4 10-1/2 (56) 1 5d (14) 16d 9475 11840 5750 DH USP HSUS10016 4 -PLY HEAVY GIRDER 181 7-0 8-0 16-0 (28) WS3 (24) WS3 9410 11760 11760 E USP THD46 FLOOR/BEAM 174 3-5/8 7-3/8 5-3/8 (18) 15d (12) 10d 2450 3055 2190 ET USP ( MSH422 FLOOR/BEAM FACE MOUNT 173 3-9/16 3-9/16 3-3/8 (22) 10d (6) 10d 3075 3470 1570 FLOOR/BEAM TOP MOUNT 173 3-9/16 3-9/16 3-3/8 (4) 10d TOP/(6) FACE (6) 1 Dd 3525 3525 1570 EU USP THDH412 FLOOR/BEAM 175 3-5/8 8-5/8 11-1/16 (56) 16d (14) 16d 9560 9845 5225 F USP HJC26 HIP & JACK HANGER 179 9-0 - 5-3/8 (16) 1 6d (5) 10d HIP/(7) JACK 2190 2740 1840 G USP JUS24 JACK HANGER 72 1-9/16 3-9/16 3-1/8 (4) 1 O (2) 1 Od 645 805 510 SKEWED/SLOPED ANCHORS H USP SNP3 NAIL PLATE (0-60') 187 3-1/2 7-0 3-3/8 1 (6) 8d x 1-1/2 1 (6) 8d x 1-1/2 - 530 530 i USP LSSH210 1 -PLY ADJUSTABLE 169 1-9/16 5-1/16 8-13/16 (10) 10d (7) 10d x 1-1/2 1120 1400 1030 J USP LSSH35 2 -PLY ADJUSTABLE 169 3-9/16 10-9/16 8-13/16 (18) 16d (12) 10d x 1-1/2 1885 1585 1370 KI- IJSP I SKH26L 1 -PLY 45' LH 80 1-9/16 - 5-1/4 (6) 16d (6) 1 O x 1-1/2 810 890 910 KR USP I SKH26R 1 -PLY 45' RH 80 1-9/16 - 5-1/4 (6) 15d (6) 10d x 1-1/2 810 890 910 LL USP SKH28L-2 2 -PLY 45' LH 80 3-1/16 - 6-1/2 (10) 15d (8) 1 O 1350 1690 1445 LR USP SKH28R-2 2 -PLY 45' RH 80 3-1/16 - 6-1/2 (10) 15d (8) 1 O 1350 1690 1445 ML USP SKH46L FLOOR 45' LH 80 3-9/16 - 4-3/4 (10) 1 5d (6) 1 O 1360 1590 1305 MR USP SKH46R FLOOR 45' RH 80 3-9/16 - 4-3/4 (10) 16d (6) 1 O 1360 1 1590 1 1305 INVERTED FLANGE HANGERS L USP HD210-21F INVERTED FLANGE 78 3-1/8 9-0 (18) 16d (10) 10d 2450 3060 1825 L2 USP HD28-21F INVERTED FLANGE 78 3-1/8 7-1/8 (14) 15d (6) 10d 1905 2380 1095 M USP HD4161F INVERTED FLANGE 78 3-9/16 14-13/16 (26) 16d (12) 10d 3535 4420 2190 NL USP THDH41211FL FLOOR GIRDER LH 175 3-5/8 8-5/8 11-1/16 (56) 16d (14) 16d 9560 9845 5225 NR USP THDH41211FIR FLOOR GIRDER RH 175 3-5/8 8-5/8 11-1/16 (56) 16d (14) 16d 9560 9845 5225 0 USP HD481F INVERTED FLOOR FLANGE 78 3-9/16 - 6-7/8 (14) 15d (6) 10d 1905 2380 1095 PI USP HD4121F INVERTED FLOOR FLANGE 78 3-9/16 - 10-13/16 (22) 16d (10) 10d 2990 3740 1825 BEAM TO MASONRY ANCHORS P USP NFM35x12U TOP FLANGE, BOLTED 89 3-5/8 11-1/4 (1) 1/2" A -BOLT (5) 1/2" BOLTS 5955 5955 3450 Q USP UMH358 2 PLY LVL FACE MOUNT 91 3-5/8 15-1/2 (2) 3/4" WEDGITS (16) 16d 5870 5870 4785 R USP UMH538 3 PLY LVL FACE MOUNT 91 5-3/8 15-1/2 (2) 3/4" WEDGITS (16) 16d 5870 5870 4785 S I USP I UMH7i8 4 PLY LVL FACE MOUNT 1 91 1 7-1/8 15-1/2 1 (2) 3/4" WEDGITS (16) 16d 1 5870 1 5870 1 4785 FOUNDATION NOTES: FOL1ND.dwg GENERAL NOTES: 25NOV02 1. TWO TERMITE TREATMENTS REQUIRED PER 2001 FBC. 2. A/C COMPRESSOR LOCATION MAY VARY; FIELD LOCATE PER SURVEY. 3. SEE FLOOR PLAN FOR PLACEMENT OF VERTICAL REINFORCEMENT, WEDGE ANCHOR I.L.O. J -BOLT NOTE: A 1/2" DIA x 10" LONG MINIMUM WEDGE ANCHOR MAY BE USED IN LIEU OF 1/2" DIA J -BOLTS. ANCHORS TO BE LOCATED NO CLOSER THAN 5" TO EDGES AND 6" FROM CORNERS AND ENDS, USE APPROVED EPDXY SYSTEM AT CONCRETE EDGES. FOUNDATION LOAD CAPACITY NOTE: THE FOUNDATION DESIGN IS ASSUMING THAT THE BEARING SOIL HAS A MINIMUM LOAD CARRYING CAPACITY OF 2000 POUNDS PER SQUART FOOT. IN THE EVENT THE SOIL BEARING CAPACITY FALLS BELOW THE AFOREMENTIONED MINIMUM, THIS FOUNDATION PLAN MAY BE SUPERCEDED BY AN ENGINEER IN SPECIALIZED FOUNDATION DESIGN, * DOWEL ROD REPAIR NOTES: IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 5" INTO CONCRETE (NO CLOSER THAN 3 3/4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS), REMOVE DUST PER MANUFACTURER'S INSTRUCTIONS AND USE 2 PART EPDXY TO ANCHOR #5 REBAR IN PLACE, USE EITHER HILTI C-100 OR SIMPSON EPDXY-TIE. GENERAL MASONRY NOTES: (IF APPLICABLE) WHERE SHOWN ® ON PLAN THERE IS A VERTICAL #5 (f c=3000 psi MINIMUM), GENERAL FOUNDATION NOTES: 1, CONCRETE SHALL BE A MINIMUM 3 1/2" THICK OVER CLEAN, TERMITE TREATED, COMPACTED FILL AND 6 MIL POLYETHELYNENE VAPOR BARRIER, 2. CONCRETE SLAB SHALL CONTAIN A MINIMUM OF 1 1/2 lbs OF FIBERMESH PER YARD. 3. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF NOT LESS THAN 2500 psi, 4. ALL REBAR SHALL BE GRADE 40, 5, MINIMUM COVERAGE FOR REBAR SHALL BE 3" IN FOOTERS AND 1 1/2" IN BOND BEAMS, HOOKS MAY BE ROTATED HORIZONTALLY IF REQUIRED TO ACHEIVE MINIMUM COVERAGE, 6. REBAR OVERLAP SHALL BE 40 BAR DIAMETERS, (25" FOR #5 BARS), STRUCTURAL &i GENERAL NOTES FOR SHEAR WALL CON TE WIN% GSW1 STUDS: A) FOR SHEARWALLS, BLOCKING 15 REQ'D AT ALL SHEATHING EDGES BETWEEN STUDS, B) SPACING AT 24" ON CENTER (MAXIMUM), C FOR MINIMUM SPECIES AND GRADE SEE GENERAL NOTES. D SHFARWALL ENDS SHALL BE DOUBLE STUDDED, THIS MAY BE A COMPOSITE OF A FULL JACK AND 57UD OR A COMBINATION OF CORNER S DS. GSW2 STRUCTURAL WALL SHEATHING: MINIMUM 15/32" COX PLYWOOD OR 7/16" APA APPROVED O S,B GSW3 NAILING SCHEDULE: USE 8d GUN NAILS AT THE FOLLOWING SPACING, (U,N.O.) EDGES: 6" ON CENTER, GSW4 -DENOTES SHEAR WALL LOCATION A) LENGTHS SHOWN ARE THE MIN. LINEAL FEET OF SHEAR WALL REQUIRED. B) IF THERE 15 NO SHEAR WALL DENOTED ON FLOOR PLAN THEN ALL BEARING EXTERIOR FRAME WALLS GREATER THAN 15' IN LENGTH ARE REQUIRED TO BE CONSTRUCTED AS SHEAR WALLS. (SEE SHEARWALL FRAMING SPECS DETAIL). GSW5 INTERIOR SHEAR WALLS SHALL USE 7/16" O.S.B. SHEATHING NAILED WITH 8d GUN NAILS AT 5" ON CENTER EDGES AND 12 " ON CENTER FIELD (UNLESS NOTED OTHERWISE) WITH A J -BOLT, WEDGIT, OR A HT722 REQUIRED AT ENDS UNLESS FRAME WALL TO BLOCK CONNECTION IS AVAILABLE, (PROVIDES 197 pif IN GROUP III SPECIES FRAMING), GSW6 ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH DOWNPOURS AT EACH END ARE SHEAR WALLS. GSW7 ALL EXTERIOR POURED CONCRETE WALLS ARE SHEAR WALLS, STRUCT.dwg STRUCTURAL PLAN NOTES: 291A103 G1 DESIGN PARAMETERS: A) DESIGN LOADS: UNLESS NOTED OTHERWISE (UNO) IN SPECIFIC NOTES 1) ROOF LOADS: LIVE LOAD (LL); 20psf (25% DURATION/TER,"( DEAD LOAD DL): 17psf SHINGLE; 25ps UPLIFT CALCS: DEAD LOAD (DL): 10psf SHINGLE; 16ps (60% DURATION INCREASE) FLOOR LOADS: DL: 15psf; LL: 40psf (07. DURATION IN G2 MINIMUM LUMBER SIZES, SPACES, GRADES, AND SPEC A) INTERIOR NON-BEARING WALLS: 2x4 STUDS AT 24" ON SPRUCE -PINE -FIR (SPF) GRADED LUMBER (OR BETTER) OR METAL STUDS, CRIMPER MAY BE USED IN LIEU OF SCREWS FOR METAL STUDS, B) FRAME BEARING WALLS: SPF #2 (MIN) 2x4 STUDS 0 15" C/C TO 10'; USE 2x6 Sc MID HT BLOCKING BETWEEN STUDS OVER 10' UNO. C) HEADERS: SOUTHERN PINE, GRADE 2, (2) 2x12's UNO ON PLAN OR DETAIL5. NAIL PLIES WITH 10d GUN NAILS AT 3" EDGES AND 6" INTERM, G3 HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY, OTHERWISE THEY SHALL NOT BE REDUCED IN STRENGTH, G4 LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE OR STEEL SHALL BE PRESSURE TREATED (PT). G5 FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING DURING ERECTION OF TRUSSES AND FOR ALL PERMANENT BRACING PER HIB -91 SUMMARY SHEET (AKA: 'THE ORANGE SHEET'), G6 NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES WITH ANCHORED, EMBEDDED, AND SUPPORTED ITEMS PRIOR TO CONTINUING WORK, G7 GALV (26 Go MIN) OR ALUM FLASHING SHALL BE USED AT GUTTERS, WALL & ROOF INTERSECTIONS, ROOF SLOPE CHANGES, & ROOF OPENINGS, G8 ONLY SHINGLES AND FASTENERS FROM THE BUILDING DEPARTMENT'S LATEST APPROVED ROOF COVERING MANUFACTURER'S LIST (IF APPLICABLE) SHALL BE USED, TESTING DATA FOR FASTENERS, WHICH SHALL BE (6) PER SHINGLE, WILL BE PROVIDED UPON REQUEST, 09 REBAR IS GRADE 40 UNO ON PLAN. PLACEMENT IS PER TYP WALL SECT & PLAN, C10 ALL COEFFICIENTS AND CALCULATIONS ARE PER ASCE 7-98. G11 ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS UNO AND ALL CONNECTORS SHALL BE NAILED PRE MANUFACTURER'S SPECS, CONFORMS TO. FA BC 2001E 130 M.P.H. C EXPOSURE ( IMPORTANCE FACTOR ONE) FULLY ENCLOSED BUILDING NOTE: DESIGN SHALL MEET INTERNAL PRESSURE COEFFICIENT OF ±,18 FOR FULLY ENCLOSED (CONDITION 1) BUILDING. (SHUTTERS OR IMPACT CLASS ARE REQUIRED WITH FULLY ENCLOSED DESIGN), WINDOW TOLERENCE NOTE: A MAXIMUM OF 1/4" TOLERENCE ON EACH SIDE OF ROUGH OPENING PER MANUFACTURER'S SPECS. BOLLARD.dwg BOLLARD NOTE : 20SEP02 36"H x 4,5"0 STEEL BOLLARD TO BE LOCATED IN FRONT; OF, AHU AND/QRWATER HEATER IF REQUIR BY111'%L. I LNTLNOTE dTwg`�'ZZ, ) j=,INIP T N"IF? a 20SEP02 I (1) #5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS, ,2T) - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM TCP COURSE OVER SPECIFIED OPENINGS, FLRNOTEB,dwg Lei OR PLAN NOTES: 201EP02 1. ALL KITCHE WALLS CONTAINING WALL CABINETS SHALL BE FRAME AT 16" ON CENTER, 2, A SINGL 8" BOND BEAM SHALL BE USED WITH (1) #5 REBAR THE TOP COURSE, NOTE TO BUILDER: LOWABLE TOLERANCE SPACING AS FOLLOWS; J -BOLT .......................... t 2" 0. C. DOWNPOURS,,,,,,,,,,,,,,,,,, t 8" O.C. �o Engineering REVISIONS REV DATE DESCRIPTION I DRAWN BY I APPROVAL 0 14AUG02 ENG. COMPLETED T VCDONALDI S KASTNER 1 25SEP03 BAYPORT TOWNHOMES1 K.CARTER S KASTNER 2 SHEET: 3 EDS ®4092 4 DRAWN BY 5 TRUSS I 6 CONFORMS TO. FA BC 2001E 130 M.P.H. C EXPOSURE ( IMPORTANCE FACTOR ONE) FULLY ENCLOSED BUILDING NOTE: DESIGN SHALL MEET INTERNAL PRESSURE COEFFICIENT OF ±,18 FOR FULLY ENCLOSED (CONDITION 1) BUILDING. (SHUTTERS OR IMPACT CLASS ARE REQUIRED WITH FULLY ENCLOSED DESIGN), WINDOW TOLERENCE NOTE: A MAXIMUM OF 1/4" TOLERENCE ON EACH SIDE OF ROUGH OPENING PER MANUFACTURER'S SPECS. BOLLARD.dwg BOLLARD NOTE : 20SEP02 36"H x 4,5"0 STEEL BOLLARD TO BE LOCATED IN FRONT; OF, AHU AND/QRWATER HEATER IF REQUIR BY111'%L. I LNTLNOTE dTwg`�'ZZ, ) j=,INIP T N"IF? a 20SEP02 I (1) #5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS, ,2T) - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM TCP COURSE OVER SPECIFIED OPENINGS, FLRNOTEB,dwg Lei OR PLAN NOTES: 201EP02 1. ALL KITCHE WALLS CONTAINING WALL CABINETS SHALL BE FRAME AT 16" ON CENTER, 2, A SINGL 8" BOND BEAM SHALL BE USED WITH (1) #5 REBAR THE TOP COURSE, NOTE TO BUILDER: LOWABLE TOLERANCE SPACING AS FOLLOWS; J -BOLT .......................... t 2" 0. C. DOWNPOURS,,,,,,,,,,,,,,,,,, t 8" O.C. �o Engineering c_D & ~ Drafting Services o U Q BAYPORT L.L.C. ENGINEERING SHEET BAYPORT TOWNHOMES SCALE (UNC): CDS / SHEET: NOT TO SCALE EDS ®4092 T �j �L DRAWN BY T. MCDONALD TRUSS I REVISION ^ CHECKED BY SHERRY/STEVE Lpg 6 9 6 STEPHEN E. KASTNER P.E. THE DESIGN SHOWN MEETS OR EXCEEDS SECTION 1606, CHAPTER 16 OF THE 2001 EDITION F FLORIDA REGISTERED ENGINEER LICENSE # PE 0039528 ENGINEERING & DRAFTING SERVICES 1535 COGSWELL STREET, SUITE C-19 DA RPHONE: (321)-61 5 36-0489 y� r L3 Z Q LLJ a 0 III■IIIIIIIIIu to i■■■'s 6" 2X6 PT(10d NAILS INTO TRUSS) WRAP TRUSS W/ SHAFT LINER 2X4 PT(IOd NAILS INTO TRUSS) BLAZE GUARD 2x6 PJ. BLAZE GUARD SHEATHING 2x4 P.T, WRAP TRUSSW/ SHAFT LINER SHAFT UZ TRUSS • FASTEN SHAFT LINER TO TRUSSES AND BLOCKS 16" W/ SCREWS PER MANUFACTURERS RECOMMENDATIONS ' FIRE CAULK ALL JOINTS AND SEAMS FIRE OVERHANG DETAILS ewN -� SCALE; 1/2" = V—O" Nomme I1..I■■... BEARING II■ CADSCHED,dwg ANCHORZ ONNECTOR SCHEDULE 20SEP02 NOTES: (1) TRUSS TO BLOCK CONNECTIONS ARE WITH NUMBER 101 U.N.O. ON LAYOUT (XX Ibs): 2 PLY (2) ROOF TRUSS TO FRAME CONNECTIONS ARE WITH NUMBER 201 U.N.O. ON LAYOUT [XX IDS]: SYP (Southern Yellow Pine) (3) ALL CONNECTORS ARE "OR EQUAL/BETTER" €U,N,O,{: Unless Noted Otherwise NO. MANUFACTURER QTY. PART NO. ATTACHMENT CONNECTED ELEMENTS MAX. UPLIFT 101 USP 1 HTA1 6 13-10 x 1.5 TRUSS TO BOND BEAM 1500 LBS 102 USP 2 HTA1 6 13-10 x 1.5 EA TRUSS TO BOND BEAM 3000 LBS 109 USP 1 HTT22 32-10d 10d AND GIRDER TO BOND BEAM 5370 LBS 5/8 0 WEDGIT 2 RCDP 8-8d EA TRUSS TO BEAM 861 LBS 602 USP {OR 1j � HTW 1 6 � � 1 6-10d x 1 .5 � OR LEDGER [990 LBS] TRUSS TO BEAM 1 1 40 LBS 603 USP 1 HC 1 0 18-10 x 1.5 OR LEDGER [ 1 325 LBS] TRUSS TO BEAM (1344 LBS) (USP) (1) (HC 1 0-2) (20 FOR 2 PLY) OR LEDGER ([ 1545 LBS]) NOTES: (1) TRUSS TO BLOCK CONNECTIONS WITH UPLIFTS LESS THAN 1500 LBS ARE WITH NUMBER 101 U.N.O. ON LAYOUT (2) ROOF TRUSS TO FRAME CONNECTIONS WITH UPLIFTS LESS THAN 431 LBS ARE WITH NUMBER 201 U.N.O. ON LAYOUT (CRITICAL DIM.) q 4 5/t6' 3 1/e•'_bCB� va 2' 0W/t6' (4 PLCS) + 3' 2 3/4' 013/16 ' I'I� (3 PLCS 8' + 1/4' PL STEEL V/ B. EA SIDE) ZINC PRIMER 2 1/4' (ALL PLACES) 1' D' + t/a (TYP) t/4' PL STEEL W/ ZINC PRIMER — (TYPICAL) + + 4- 11 •il 3/4- FRONT /a'F-R❑NT VIEW SIDE VIEW NOTE: O NOTE: ANCHOR BUCKET TO WALL WITH POSITION BOTTOM OF CUSTOM (4) .3/4" x 5 1/2" WEDGE BUCKET TO ALLOW CEILING TO ANCHORS, THRU—BOLT GIRDER 3021 CUSTOM BUCKET �(YaPLANE CORRECTLY, W/(3) 3/4" BOLTS, SCALE: NTS 10/10" EXCEPT AS NOTED Tile Roo -P 12" OVERHANG 12 4 8" EXTERIOR WALLS END WALL DETAIL (1) Verif y all dimensions, spans, pitches, quantities, and design (2) Any damage, deviation or errors of truss materials or fabrication Aust be reported Immediately to truss mfg, (3) Do not alter trusses without first consulting an authorized agent Of truss mfg (4) Refer to engineered truss drawings for truss details and any required permanent bracing, (5) Installation of the truss system, permanent and temporary bracing are the sole responsibility of the erection crew, (6) No truss may bear on any interior wall or partition unless designed for same. (7) Refer to HIB 91 for bracing commentary, TRUSS CONNECTOR LEGEND X) /X) INDICATES THE ENTIRE INDICATES A SPECIFIC INDICATES ALL INCLUDED WALL TO THE CORNERS, TRUSS TO TOP PLATE/ TRUSS TO TOP PLATE/ LINTEL CONNECTION. LINTEL CONNECTION. :.A T S LAYOUT & REACTIONS HAVE BEEN REVIEWED IN COOPERATION WITH: Buckeye Building & Components 423 Citrus Tower Blvd. Clermont, FL 34711 PHONE: (352) 394-0163 FAX: (352) 394-7272 THIS STRUCTURE IS TO BE DESIGNED AT THE WIND SPEED AND PRESSURES SHOWN ON THE T1 SHEET AS A MINIMUM. IT IS ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED AND/OR WITH MORE CONSERVATIVE PRESSURE COEFFICIENTS, 0 Engineering REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 14AUG02 ENG, COMPLETED T MCDONALD S KASTNER 1 25SEP03 BAYPORT TOWNHOMES K.CARTER 2 SHEET: 3 EDS --4092 4 DRAWN4 L65 TRUSS y REVISION: NOTES: (1) TRUSS TO BLOCK CONNECTIONS WITH UPLIFTS LESS THAN 1500 LBS ARE WITH NUMBER 101 U.N.O. ON LAYOUT (2) ROOF TRUSS TO FRAME CONNECTIONS WITH UPLIFTS LESS THAN 431 LBS ARE WITH NUMBER 201 U.N.O. ON LAYOUT (CRITICAL DIM.) q 4 5/t6' 3 1/e•'_bCB� va 2' 0W/t6' (4 PLCS) + 3' 2 3/4' 013/16 ' I'I� (3 PLCS 8' + 1/4' PL STEEL V/ B. EA SIDE) ZINC PRIMER 2 1/4' (ALL PLACES) 1' D' + t/a (TYP) t/4' PL STEEL W/ ZINC PRIMER — (TYPICAL) + + 4- 11 •il 3/4- FRONT /a'F-R❑NT VIEW SIDE VIEW NOTE: O NOTE: ANCHOR BUCKET TO WALL WITH POSITION BOTTOM OF CUSTOM (4) .3/4" x 5 1/2" WEDGE BUCKET TO ALLOW CEILING TO ANCHORS, THRU—BOLT GIRDER 3021 CUSTOM BUCKET �(YaPLANE CORRECTLY, W/(3) 3/4" BOLTS, SCALE: NTS 10/10" EXCEPT AS NOTED Tile Roo -P 12" OVERHANG 12 4 8" EXTERIOR WALLS END WALL DETAIL (1) Verif y all dimensions, spans, pitches, quantities, and design (2) Any damage, deviation or errors of truss materials or fabrication Aust be reported Immediately to truss mfg, (3) Do not alter trusses without first consulting an authorized agent Of truss mfg (4) Refer to engineered truss drawings for truss details and any required permanent bracing, (5) Installation of the truss system, permanent and temporary bracing are the sole responsibility of the erection crew, (6) No truss may bear on any interior wall or partition unless designed for same. (7) Refer to HIB 91 for bracing commentary, TRUSS CONNECTOR LEGEND X) /X) INDICATES THE ENTIRE INDICATES A SPECIFIC INDICATES ALL INCLUDED WALL TO THE CORNERS, TRUSS TO TOP PLATE/ TRUSS TO TOP PLATE/ LINTEL CONNECTION. LINTEL CONNECTION. :.A T S LAYOUT & REACTIONS HAVE BEEN REVIEWED IN COOPERATION WITH: Buckeye Building & Components 423 Citrus Tower Blvd. Clermont, FL 34711 PHONE: (352) 394-0163 FAX: (352) 394-7272 THIS STRUCTURE IS TO BE DESIGNED AT THE WIND SPEED AND PRESSURES SHOWN ON THE T1 SHEET AS A MINIMUM. IT IS ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED AND/OR WITH MORE CONSERVATIVE PRESSURE COEFFICIENTS, 0 Engineering & Drafting Services a_ 0 U O BAYPORT L.L.C. TRUSS LAYOUT BAYPORT TOWNHOMES SCALE (UNC); CDS / SHEET: EDS --4092 T2 - DRAWN4 T. MCDONALD TRUSS y REVISION: (� CHECKED BY SHERRY/STEVE 9 6 4 � R e�J 119 STEPHEN E. KASTNER P.E. THE DESIGN SHOWN MEETS OR EXCEEDS SECTION 1606, CHAPTER 16 OF THE 2001 EDITION F FLORIDA REGISTERED ENGINEER LICENSE # PE 0039528 ENGINEERING & DRAFTING SERVICES 1535 COGSWELL STREET, SUITE C-19 ROCKLEDGE, FLORIDA 32955 PHONE: (321)-636-0489 0 I 0 0 cc I I 1 1 0 I 0 I M 101 REF 0 I I 0 CADSCHEDdwg ANCHORZCONNECTOR SCHEDULE 18-11-0 13-7-0 TRUSS TO BLOCK CONNECTIONS ARE WITH NUMBER 101 U.N.O. ON LAYOUT (XX lbs): 2 PLY (2) ROOF TRUSS TO FRAME CONNECTIONS ARE WITH NUMBER 201 U.N.O. ON LAYOUT [XX lbs]: SYP (Southern Yellow Pine) (3) ALL CONNECTORS ARE "OR EQUAL/BETTER" {U.N.O,J: Unless Noted Otherwise NO. MANUFACTURER 1 QTY. F PART NO. ATTACHMENT CONNECTED ELEMENTS MAX. UPLIFT DRAWN BY T. MCDONALD TRUSS REVISION: CHECKED BY SHERRY/STEVE 9 6 4 6 F1 BMl = 2 - 1 3/4' X 16' VERSALAM BEAM I STEPHEN E. KASTNER P.E. THE DESIGN SHOWN OR EXCEEDS SECTION CHAPTER 16 OF THE EDITION, MEETS 1606, 2001 FLORIDA REGISTERED ENGINEER LICENSE # PE 0039528 ENGINEERING & DRAFTING SERVICES 1535 COGSWELL STREET, SUITE 0-19 ROCKLEDGE, FLORIDA 32955 PHONE: (321)-636-0489 FE13--L— Y BM2 = 2 - 1 3/4' X 11 7/8' VERSALAM BEAM BM3 = 2 - 1 3/4' X 16' VERSALAM BEAM THA42 BMl 3 8-0 0 0 F10 F11 cz F11 F11 n w a' F11 E CJ v o l ffG9 � F12 �! THA4 F13 F80 10'0' BRG F09 F19 N F09 w F19 F09 F18 E F09 CL V F09 F18 N Fle F09 11-4-0 ~ F17 F09 F04 � Q = F04 Fn F07 F03 U F07 .-� F03 � F07 F03 J F03 '- F07 J 2 F03 F07 0 F06 F02 F05 F01 8-6-0 18-4-0 11-8-0 0 I I 0 CADSCHEDdwg ANCHORZCONNECTOR SCHEDULE 20SEP02 NOTES: (1) TRUSS TO BLOCK CONNECTIONS ARE WITH NUMBER 101 U.N.O. ON LAYOUT (XX lbs): 2 PLY (2) ROOF TRUSS TO FRAME CONNECTIONS ARE WITH NUMBER 201 U.N.O. ON LAYOUT [XX lbs]: SYP (Southern Yellow Pine) (3) ALL CONNECTORS ARE "OR EQUAL/BETTER" {U.N.O,J: Unless Noted Otherwise NO. MANUFACTURER 1 QTY. F PART NO. ATTACHMENT CONNECTED ELEMENTS MAX. UPLIFT l$O 1/2" J -BOLTS AT 24" O.C. W/ 2" WASHER TRUSS TO BONG) BEAM � SHEAR CONN OR WEDGITS 7" MINIMUM EMBEDMENT FIELD BRACING is not the responsibility of the truss fabricator, truss designer, or plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding temporary and erection bracing which Is always required to prevent toppling and dorlinoing during erection, and permanent bracing which may be required in specific applications, Trusses shall be erected and Fastened in a straight and plumb position. Where no direct top chord sheathing is applied, trusses Aust be braced at 24' on center maximum, Where no direct bottom chord sheathing is applied, trusses Aust be braced at 10'-0' on center maxirum. Trusses Aust be handled with extreme care during erection to prevent damage or personal injury. Refer to truss engineering For connection and bracing requirements. These calculations are supplied in order for the ENGINEER OF RECORD to adequately provide for connection and integration of the roof assembly to the supporting structure, Designers of supporting connections are SOLELY responsible for the integrity of their product, Trusses remain our property until paid for in full, Truss layouts and engineering may not be reproduced in part or in full under any circumstances, BOTTOM OF LEDGER TRUSSES HANGER INTO WITH HHUS 46 AT 10'0" LEDGER HANGERS Buckeye Building & Components 423 Citrus Tower Blv6 Clermont, FL 34711 PHONE: (352) 394-0163 FAX: (352) 394-7272 CUST 84 LUMBER 0 DATES 9-1843 MODEL: TRIPLEX FLOORS 25SEP03 BAYPORT TOWNHOMES K.CARTER DESIGNER: Jon FLOOR: 16' DEEP 3 SPACING: 24' O.C. Approved by Date (1) Verify all dimensions, spans, pitches, quantities, and design. (2) Any damage, deviation or errors of truss materials or fabrication rust be reported immediately to truss mfg, (3) Do not alter trusses without first consulting an authorized agent of truss mfg. (4) Refer to engineered truss drawings for truss details and any required permanent bracing (5) Installation of the truss system, permanent and temporary bracing are the sole responsibility of the erection crew, (6) No truss may bear on any interior wall or partition unless designed for same. (7) Refer to HIB 91 for bracing commentary. FLRTRUSS.dwg FLOOR TRUSS NOTE: 20SEP02 FLOOR TRUSSES WITH NO UPLIFT SHALL BE TOE—NAILED TO BEARING FOR STABILIZATION. NO OTHER UPLIFT CONNECTIONS ARE REQUIRED UNLESS NOTED OTHERWISE ON LAYOUT. 1110" r 11 1� 1 ' � � u " e71� ,f 1, s TRUSS CONNECTOR LEGEND INDICATES THE ENTIRE INDICATES A SPECIFIC INDICATES PLL INCLUDED WALL TO THE CORNERS, TRUSS TO TOP PLATE/ TRUSS TO TOP PLATE/ LINTEL CONNECTION. LINTEL CONNECTION. TRUSS LAYOUT & REACTIONS HAVE BEEN REVIEWED IN COOPERATION WITH: Buckeye Building & Components 423 Citrus Tower Blvd. Clermont, FL 34711 PHONE: (352) 394-0163 FAX: (352) 394-7272 THIS STRUCTURE IS TO BE DESIGNED AT THE WIND SPEED AND PRESSURES SHOWN ON THE T1 SHEET AS A MINIMUM. IT 15 ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED AND/OR WITH MORE CONSERVATIVE PRESSURE COEFFICIENTS engineering REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 14A0002 ENG. COMPLETED T MCDONALD S KASTNER 1 25SEP03 BAYPORT TOWNHOMES K.CARTER 2 3 4 5 CDS III 6 TRUSS CONNECTOR LEGEND INDICATES THE ENTIRE INDICATES A SPECIFIC INDICATES PLL INCLUDED WALL TO THE CORNERS, TRUSS TO TOP PLATE/ TRUSS TO TOP PLATE/ LINTEL CONNECTION. LINTEL CONNECTION. TRUSS LAYOUT & REACTIONS HAVE BEEN REVIEWED IN COOPERATION WITH: Buckeye Building & Components 423 Citrus Tower Blvd. Clermont, FL 34711 PHONE: (352) 394-0163 FAX: (352) 394-7272 THIS STRUCTURE IS TO BE DESIGNED AT THE WIND SPEED AND PRESSURES SHOWN ON THE T1 SHEET AS A MINIMUM. IT 15 ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED AND/OR WITH MORE CONSERVATIVE PRESSURE COEFFICIENTS engineering 0 & Drafting Services o 0 BAYPORT L.L.C. TRUSS LAYOUT BAYPORT TOWNHOMES SCALE (UNO): CDS III SHEET, 1/4" = 1'-0" EDS -4092 DRAWN BY T. MCDONALD TRUSS REVISION: CHECKED BY SHERRY/STEVE 9 6 4 6 F1 I STEPHEN E. KASTNER P.E. THE DESIGN SHOWN OR EXCEEDS SECTION CHAPTER 16 OF THE EDITION, MEETS 1606, 2001 FLORIDA REGISTERED ENGINEER LICENSE # PE 0039528 ENGINEERING & DRAFTING SERVICES 1535 COGSWELL STREET, SUITE 0-19 ROCKLEDGE, FLORIDA 32955 PHONE: (321)-636-0489 FE13--L— Y (1) USP HCDP 1/2" OSS OR COX SHEATHING (TYP) 2x4 STUD FRAME - COLUMN (1) USP HCOP EACH CORNER (2) USP RT48 - STRAPS (TYP.) (2) USP MSTA 24 UNO- BEAM PER PLAN (2) USP HTA16 STRAPS UNO PRE-ENGINEERED TRUSSES AT 24" O.C. ANCHOR WITH (1) USP HC10 U.N.O. SEE ELEVATION — (2) 2x12 HEADER (U.N.O. ON PLAN) (2) USP LSTA18 (TYP) USP NFM 35x12U UNO 5/8" GYPSUM SOFFIT BOARD SCREWED 5" O.C. TO TRUSSES, NO EXTRA BLOCKING BETWEEN TRUSSES REQUIRED. (USE WATERPROOF PAINT) 2x2 PICKETS AT 5 1/4" O.C. (SPACED SO THAT A 4" DIA SPHERE CAN'T PASS THRU) PRE-ENGINEERED' FLOOR TRUSSES P,T, 2x4 SLEEPERS CENTERED OVER JOISTS 3/4" 4 -PLY CDX PLYWOOD DECKING SEE TYPICAL COLUMN -+—• I SEE TYPICAL WALL FOR SIZE & REINF. I SEE FOUNDATION PLAN FOR DIMENSIONS AND REINFORCEMENT p3gp PORCH DETAIL otAuco] SCALE: NTS � 5 2x4 FRAME WALL 1/2" OSB OR CDX SHEATHING (TYP) i T 2" DURROCK W/ TILE OVER pa��- afi b��� N,r5, 9. SEE ELEVATION I PRE-ENGINEERED FLOOR TRUSSES PT (2)2x10 (MIN.) LEDGER- ANCHOR W/ 1/2"0 J -BOLTS 024" Q.C. W/ 2"0 WASHERS & NUTS ON BOTH ENDS. P.T. (2)2x8 LEDGER— ANCHOR W/ 1/2"0 x B" WEDGITS ® 24" O.C. 2x8 P.T. ANCH. WITH (2) 3/16"0 x 2 3/4" TAPCONS EACH PIECE SEE ELEVATION FORv BRG HE P.C. LINTEL 2x8 P,T, 1/2" NOMINAL CDX OR OSB (BOTH SIDES) 2x4 BLOCKS WITH (2) 8d GUN NAILS EACH SIDE NOTE: INSIDE SURFACE TO BE FLUSH WITH 3/4" FURRING 0725 EYEBROW WINDOW FRAMING DETAIL 24JUL03 SCALE: NTS - 8" BOND BEAM F #5 CONT, 1 :LZ7NTEL - FOR 1x4 PT BUCKS USE 6d CASE HRD GUN NAILS AT 5" C/C. FOR 2x4 BUCKS USE 3/16"0 x 3" TAPCONS AT 12" 0/C WITH 1-1/4" MIN EMBED, EA. DOWNPOUR TO HAVE II #5 VERT. STEEL WITH 12" HOOK, FOR 8'-0" WALL I Z USE 7'-B", FOR 9'-4" WALL USE 9'-0" ETC. Ij 0- CELL FILLED SOLID I CLEAN OUT �n ACCESS HOLE N — NmZ L— -w� 0902 DOOR SLIDER BUCK AND REBAR DETAIL asEaos SCALE: NTS SEE FLOORPLAN FOR SIZE - - - -- SEE ELEVATION - - f� PRECAST LINTEL V # 5 CORNER BARS ► SEE FLOORPLAN FOR SIZE SEE ELEVATION (, ANCH.f 11 REINFORCEMENT I W/(2) 1/4800x 3"J TAPCONS 8" LINTEL BETWEEN OPENINGS o9o7F LINTEL DETAIL t JUNOJ SCALE: NTS — PRE-ENGINEERED FLOOR USP HTA16 TRUSS EA TRUSS SEE ELEVATION 09 PRECAST LINTEL #5 HORIZONTAL REINF, 5/8" GYPSUM SOFFIT BOARD I SEE TYPICAL WALL SCREWED 6" 0•C• TO TRUSSES, NO EXTRA BLOCKING BETWEEN TRUSSES REQUIRED. (USE WATERPROOF PAINT) —SEE TYPICAL WALL ' II II #5 VERT IN GROUTED CELL I� II I _J z7�-- - SEE FOUNDATION PLAN FOR DIMENSIONS AND REINFORCEMENT 0327 LANAI DETAIL o1MAYos SCALE: NTS E; (1) #5 CONT. TORSION EDPR NG (AS REQUIRED) (1) #5 CONT. 1/2" DIA WEDGE ANCHOR P.T. 2x6x 16' ATTACHED 7E 3 1/2" EMBEDMENT WITH TAPCONS N N P,T. 2x6x8' TYP, EACH END 1/2" DIA. J -BOLT WITH 2" WASHER TYPICAL II FIR OUT WALL (1) #5 CONT.— • NOTE: 1 II II N FOR DRYWALL N II ATTACHMENT. A 1/2" DIA x 4 1/2" L.G. I II MIN, WEDGE ANCHOR MAY II (1) #5 CONT,— • BE USED IN LIEU OF 1/2" II F DIA J-BOLTS.It -H II II H I II I I - FOOTING AS PER FOUNDATION PLAN • #5 DOWEL WITH 25" OVERLAP 1301 GARAGE GOAL POST O1MAY03 SCALE: NTS SEE E� PRE -ENG, TRUSS AT 24" O.C.- HIP CORNER JACK � SEE ELEVATION USP RT18 TT - FRAME KNEEWALL WITH 1/2" CDX OVER -NAILED WITH 10d GUN NAILS AT 4" 0•C, (ACTS AS STRAP) 1/2" J -BOLTS EMBEDDED IN SOLID POURED COLUMN I #5 VERT IN GROUTED CELL CMU COLUMN -SEE FLOORPLAN •I FOR SIZE AND REINFORCEMENT USP HC10 EA TRUSS U.N•O. L (2) 2x8 HEADER (UA,O, ON PLAN) 5/8" GYPSUM SOFFIT BOARD SCREWED AT 6" O.C. TO TRUSSES, NO EXTRA BLCKNG REO'D BETWEEN TRUSSES. (USE WATERPROOF PAINT) (2) 2x8 FOR OPENINGS TO 5'-4"; REVISIONS BLOCK DOWN AT 16" O.C. AS RECD (2) 2x10 FOR OPENINGS TO 6'-6"; 0 FOR WALL/WINDOW HEIGHT (ADDITIONAL (2) xI2 ORPLAOPENINGS TO 7'-6"; 25SEP03 BAYPORT TOWNHOMES K.CARTER BLOCKING ABOVE HEADER IS ACCEPTABLE) LINSHEATHING 3 W/3000 PSI CONC & (2)y5 REBAR 4 VARIES ACTS AS STRAP x i 6 %� 8" CMU BFILL SOLID ONBEAM, USP SPTH SHERRY/STEVE W/2500 PSI (1)#5 REBAR (2) USP MSTA24 0 SERIES (TYP THE DESIGN SH04VN MEETS EXCEEDS SECTION 1606, CHAPTER CHAPTER 16 OF THE' 2001 EDITION ALUM FASCIA EA END OF HDR > OVER 2x NAILER VERIFY W/RINKER (OR TARMAC) V IES SEE ELEV (4-0" MAX) FOR SPECIFIC TIE—DOWN PERFORATED FACE NAIL FULL STUD BLOCKING REQUIRED z JACK STUD TO JACK W/ 10d GUN ONLY FOR HORIZONTAL o USE (2) JACKS NAILS AT 12" O.C. SHEATHING JOINTS c FOR HDRS OVER STAGGERED MIN 3/4" /2" GYPSUM OVER DOUBLE 1x2 J 5'-4" LONG FROM EDGE PT STRIPS ® 16"OC VERTICAL w 0 VNSUL? S3/4" AND 3/4" BATT INSUL. LL; FULL STUD BATTTRIPS ANDPT ti 1/2%4" (MIN) LAG o *-- SHEATHING ACTS POUR SOLID FROM FOOTER p II SCREW W/ 2" WASH 25" MIN LA II AS STRAP AT 24" O.C, (ONLY BASEBOARD REQ'D IF SHEATHING REINFORCED WITH FIBERMESH ON STOPS 0 BOTT PLATE 6 mil M.B. OVER WELL COMP, SOIL I PER CONN. SCHED). SEE FOUNDATION PLAN FOR - DIMENSIONS AND REINFORCEMENT 0244 ENTRY DETAIL o1MAYos SCALE: NTS FLOOR TRUSS -J - (OR 1/2" J -BOLT OR WEDGIT 0 4' 0/C UNO USP TA18 0 24" O/C) & SHEARWALL ENDS (AS APPLICABLE) (0712 2nd FLOOR FRAMING DETAIL zeJu�o] SCALE: NTS 2x4 CAT BETWEEN TRUSSES- STRAP TO HEADER WITH USP RT18 NAILED 16-10d SEE TYPICAL WALL 1/2"0 LAG SCREW W/ 2" II STUDS AT WASHER ® 24° 0/C OR PLYWOOD SHEATHING FOR SHEARWALL 16" O.C. 0 EA, FLOOR TRUSS. ONLY �& ALSO ACTS AS STRAP FOR LOAD PATH REQD IF SHEATHING CONTINUITY, STOPS 0 BOTT PLT RIBBON BOTTOM PER CONN SCH I•I •I BOARD PLATE T 4— USP TA18 . , EMBED, ANCH, FLOOR • ALSO SERVES TRUSS ` AS SHEARWALL •,I END HOLDOWN #5 VERT REBAR W/--1 12" HOOK INTO TIE BEAM 1.1.11 2ND FLOOR SHEARWALL FRAMING DETAIL SCALE: NTS LINTEL COURSE BOND BEAM PRE—CAST LINTEL CMU BLOCK WALL 6x6 FRAMED AND STUCCOED DOOR STOP—TYP CAL BOTH ENDS A SECTION SCALE: NTS 1/2' SHEATHING W/ LATHE & STUCCO P.T. 2x4 ANCH. W/ 1/4"0 x 2 3/4" TAPCON SCREWS AT 16" O.C. 2x6 ANCH. TO 2x4 W/ 10d GUN NAILS AT 6" O.C. TOP AND BOTTOM SLIDER TOP TRACK A S )P iR P.T. 2x4 ANCHORI (2) STAGGERED OF 1/4"0 x 2 ' TAPCON SREMS AT 16" O.C. EACH SECTION SCALE: NTS TILE ROOF - ANCHOR AND DRY -IN PER MFGR'S SPECS ON 19/32" CDX OR 5/8" OSB ANCH W/ 8d GUN NAILS AT 6" 0/C 12 TRUSS ANCHOR PER CONNECTOR VARIES SCHEDULE ALUMINUM DRIP EDGE ALUMINUM FASCIA OVER 2x NAILER PERFORATED ALUM, OR VINYL SOFFIT 1 "x3" P,T, WINDOW BUCK STRIP ANCHORED TO BLOCK WITH 1 3/8" T -NAILS AT 6" ON CENTER II I (1) #5 DOWEL 12" MINIMUM {� EMBEDMENT AND 25" LAP -TYP II CLEANOUT OPENING FOR EACH I� GROUTED CELL PATIC o901 POCKET SLIDING GLASS DOOR DETAIL of wmSCALE: NTS —R-19 INSULATION MIN OVER CONDITIONED SPACE PRE-ENGINEERED TRUSSES 9 24" 0/C. 1/2" GYP FOIL BACKED CEIL BIRD LINTEL COURSE WITH (1) #5 CONTINUOUS AND #5 CORNER BARS WITH 25" TYPICAL OVERLAPS, FILL WITH 3000 psi PUMPMIX. 8" U -SHAPED PRECAST LINTEL OVER ALL Z OPENINGS WITH (1) #5 IN EACH 0 a �I J w w PRECAST SILL BY PRECAST MANUFACTURER V) I 3/4" P.T. FURRING STRIPS (TYPICAL) WITH R4 (MINIMUU) INSULATION OVER a 1/2" DRYWALL (TYPICAL) BASE BOARD TYPICAL FOOTER - SEE FOUNDATION • L 3 1/2" MINIMUM CONCRETE SLAB PLAN FOR SIZE AND REINFORCEMENT REINFORCED WITH FIBERMESH ON 5 mil M.B. OVER WELL COMP. SOIL CONCRETE F'c = 2500 psi 0102 TYPICAL WALL SECTION 1zsEPos SCALE: NTS 2ND. FIN. FLR• NOTE: RISERS AT 7 3/4" MAX & J� TREADS AT 9" MIN W/ 1" NOSING UNO 4 CMU BLOCK WALL 2x6 ANCHOR WITH NAILS (TYPICAL) CMU BLOCK WALL 3/4" PLYWOOD TILE ROOF - ANCHOR AND DRY -IN PER MFGR'S SPECS ON 19/32" CDX OR 5/8" OSB ANCH W/ 8d GUN NAILS AT 5" 0/0 REVISIONS REV DATE DESCRIPTION DRAWN BY APPROVAL 0 14A0002 ENG. COMPLETED T MCDONALD S KASTNER 1 25SEP03 BAYPORT TOWNHOMES K.CARTER 2 SHEET: 3 W/3000 PSI CONC & (2)y5 REBAR 4 VARIES 5 x i 6 TILE ROOF - ANCHOR AND DRY -IN PER MFGR'S SPECS ON 19/32" CDX OR 5/8" OSB ANCH W/ 8d GUN NAILS AT 5" 0/0 0 I 0 PRE -ENG ROOF TRUSS v� 0 > w LJ > ANCHOR (2)2x8 (UNC) LEDGER TO WALL W/ 1/2"0 WEDGTS 0 24" O.C. CONNECT TRUSS TO LEDGER AS SPECIFIED ON CONNECTOR SCHEDULE 3/4 PLYWOOD DECK ANCH W/ G�U& 8d NAILS 12 ®6 & 12" O.C. BLOWN—IN INSUL SEE CONNECTOR SCHEDULE PRE—ENC, TRUSS 0 24" O.C. FOR UPLIFT CONNECTIONS BAYPORT TOWNHONIES 5" CMU BOND BEAM, FILL SOLID CDS # SHEET: 12 W/3000 PSI CONC & (2)y5 REBAR T3 VARIES T. MCDONALD x i 1/2 GYP CLC BIRD %� 8" CMU BFILL SOLID ONBEAM, ALUM DRIP SHERRY/STEVE W/2500 PSI (1)#5 REBAR EDGE STEPHEN E. KASTNER P.E. THE DESIGN SH04VN MEETS EXCEEDS SECTION 1606, CHAPTER CHAPTER 16 OF THE' 2001 EDITION ALUM FASCIA THICKNESS (REF TBL 709.3.1). > OVER 2x NAILER VERIFY W/RINKER (OR TARMAC) V IES SEE ELEV (4-0" MAX) FOR SPECIFIC TIE—DOWN PERFORATED REQUIREMENTS SEE ALUM SOFFIT DETAIL FOR APPROPRIATE 0 OPENING SIZE /2" GYPSUM OVER DOUBLE 1x2 ER lx2 PT STRIPS ® 16"OC VERTICAL 0 VNSUL? S3/4" AND 3/4" BATT INSUL. BATTTRIPS ANDPT 0 I 0 PRE -ENG ROOF TRUSS v� 0 > w LJ > ANCHOR (2)2x8 (UNC) LEDGER TO WALL W/ 1/2"0 WEDGTS 0 24" O.C. CONNECT TRUSS TO LEDGER AS SPECIFIED ON CONNECTOR SCHEDULE 3/4 PLYWOOD DECK ANCH W/ G�U& 8d NAILS 12 ®6 & 12" O.C. JI' CLEAN, TERMITE TREATED, •' COMPACTION TESTED FILL TYPICAL FOOTER PER ---.—(2)#5 (2)#5 REBAR CONT. FOUNDATION PLAN 0 , ''s` (25' MIN BAR LAP) 2 HR FIRE WALL DETAIL 0193 WALL SECTION, MONOLITHIC FOUNDATION olnavos SCALE: NTS ATTACH EACH STRINGER TO HEADER WITH (1) USP HCDP. (3) 2x12 STRINGERS NOTE: 2x4 PLATE (2) RISERS + (1) TREAD SHALL NOT 1ST FIN. FLR.7:� BE LESS THAN 24" OR MORE THAN 25" 1403 STAIR DETAIL 11Aucos SCALE: NTS 0 Engineering & L)Drafting Services o PRE -ENG FLOOR TRUSS BAYPORT L.L.C. STRUCTURAL DETAILS BAYPORT TOWNHONIES 5" CMU BOND BEAM, FILL SOLID CDS # SHEET: NOT TO SCALE W/3000 PSI CONC & (2)y5 REBAR T3 DRAWN BY T. MCDONALD USE LIMEROCK AGGREGATE REvlslo": %� PER SECT, 709 OF THE SBC CHECKED BY SHERRY/STEVE �Jj� 6 4 6 '97 ED. TO GET 4" EQUIVALENT STEPHEN E. KASTNER P.E. THE DESIGN SH04VN MEETS EXCEEDS SECTION 1606, CHAPTER CHAPTER 16 OF THE' 2001 EDITION FLORIDA REGISTERED ENGINEER LICENSE # PE 0039528 THICKNESS (REF TBL 709.3.1). > ROCKLEDGE, FLORIDA 32955r PHONE: (321)-636-0489 VERIFY W/RINKER (OR TARMAC) THAT BLOCK TO BE DELIVERED w HAS CORRECT RATING. x 0 /2" GYPSUM OVER DOUBLE 1x2 PT STRIPS ® 16"OC VERTICAL AND 3/4" BATT INSUL. LjLj p5 REBAR, AS PER FLOOR PLAN o POUR SOLID FROM FOOTER p II TO BEAM W/3000 PSI CONC 25" MIN LA II BASEBOARD 3 1/2" MINIMUM CONCRETE SLAB REINFORCED WITH FIBERMESH ON 8x8x16 CONCRETE MASONRY UNITS 6 mil M.B. OVER WELL COMP, SOIL I CONCRETE F'c = 2500 psi JI' CLEAN, TERMITE TREATED, •' COMPACTION TESTED FILL TYPICAL FOOTER PER ---.—(2)#5 (2)#5 REBAR CONT. FOUNDATION PLAN 0 , ''s` (25' MIN BAR LAP) 2 HR FIRE WALL DETAIL 0193 WALL SECTION, MONOLITHIC FOUNDATION olnavos SCALE: NTS ATTACH EACH STRINGER TO HEADER WITH (1) USP HCDP. (3) 2x12 STRINGERS NOTE: 2x4 PLATE (2) RISERS + (1) TREAD SHALL NOT 1ST FIN. FLR.7:� BE LESS THAN 24" OR MORE THAN 25" 1403 STAIR DETAIL 11Aucos SCALE: NTS 0 Engineering & L)Drafting Services o BAYPORT L.L.C. STRUCTURAL DETAILS BAYPORT TOWNHONIES SCALE (UNO): CDS # SHEET: NOT TO SCALE EDS -4092 T3 DRAWN BY T. MCDONALD TRUSS III REvlslo": %� CHECKED BY SHERRY/STEVE �Jj� 6 4 6 STEPHEN E. KASTNER P.E. THE DESIGN SH04VN MEETS EXCEEDS SECTION 1606, CHAPTER CHAPTER 16 OF THE' 2001 EDITION FLORIDA REGISTERED ENGINEER LICENSE # PE 0039528 ENGINEERING & DRAFTING SERVICES 1535 COGSWELL STREET, SUITE C-19 ROCKLEDGE, FLORIDA 32955r PHONE: (321)-636-0489 d a , # REB R IN �ROUT FI LED TE4 CMU CELL (2N PL GES) r _q" S1 , - R" rJ —J TE — : TS3':'..: i ' TE2 `' TE4 DEPTH a TE4 TE4 ' TS4 1(o" TS4 16" ;' v, #3624" i I I �Ts3 1r" _j Of Ld I(o" -- ——— —-, 245 #36@24" CA IH I a L — ---- — J I 345 #3(@32" SEE DET. 1/51 TS2 24" w D TS 345 3-#5 #3032" TS2'` TE3 �W.'I��'�_'....:.• �:I•: �I IS" 11'.I�.:... 2 45 cq .•..,. I rn �: I I� i� I I� I (w 3-#5 345 #3aQ24" SEE DET. 2/5Ior3/5I F ...'�,:' Ld 17- E y [ H E••• SEE DET. 1/31 TS4 H 22" 7 w s v .�:. SEE DET. 2/31or3/31 3 ,.. ; °„ .E� 1017 N 01 I TS2 W loll I I 1114 L-----------1 3 ----- ----------J L ------J L -----J L -----J , TS2 TS4 i+ S1 TS4 TS4 :.� TS2 TS2 _ TE1 -----------------� -- TE4 i r ------I f �------ f 1-------� r---- I r-----� w E� wF2.o J� q l 'r`••" I I Ia I I I I WnT 'I' I I I 4 i t I I I I I I i t 2 I I I I I I Sl I li I I I I IIS I I I IF Iii I� I I I I I Sl I I I' I, �I ISI I I�r ISI I I I I� ISI ISI I� E_ IEI 1 I I I� I IE -I I I I I I I I I ; IE"'. I IHI IE_ IH I I I I I 1 1 I I 1 1 I I I I I 1 I I I I I 1 1 I 0�-o"(ASSUMED 1 1 1 L-----� L------ ---J i L---- J LJ LIN. FLR.---J L J L L TS4 TS4 TS4 _4 TS4 ------ ----J -----J TS4 TS TS3 . __� I I I I �,I I I I I I l i l I �I 63�.. �'.••.�fH;'..r•."•,.'3.,; • :��•�.••'. TE 1':: :. ---J L ------J TS4 U LJ L_ _JL----- i 1 J T34 TS4 TS4 TS4 TS3., it LE d'I I ti l I IH 1 1 1 1 I I Imo. ' •..�w E �/• �� I IE - IE" 1 I I i I L .• �� TS4 L — ----J— ------ —J — — TE4 — : TS3':'..: ---- -- T DEPTH TOP BOTTOM I Sl TS4 1(o" TS4 16" ;' v, #3624" i I I �Ts3 1r" _j Of Ld I(o" -- ——— —-, 245 #36@24" CA IH I a L — ---- — J 345 345 #3(@32" SEE DET. 1/51 TS2 24" w D TS 345 3-#5 #3032" TS2'` TE3 1&" IS" I. 2 45 #3032" �: TS3 i { TE ri 3-#5 345 #3aQ24" SEE DET. 2/5Ior3/5I TE4 ti Ld 17- 345 3-#5 J- SEE DET. 1/31 TS4 H 22" 7 w s v .�:. SEE DET. 2/31or3/31 3 ,.. ; °„ .E� 1017 N 01 I SEE DET. 5/51 TS i+ !: • :.� _ TE1 TE 1 -- TE4 f co E, :.t w E� wF2.o J� q l 'r`••" r� WnT 'I' r { �TE2 5 S1 cq _ -TE2 '-38l"30- 0'-4" 3 » II' -4" 19'-4" 12'- r " 19'-4" _ q" GROUND FLOOR PLAN 1 o ------ ``� \—SEE FOUNDATION SCHEDULE 2" TYP. FOR WIDTH, DEPTH 4 STEEL REINFORCEMENT - THICKENED SLAB (TS) r3' �'Sl s 0 a �t ---------------------- WIDTH 2" TYP, THICKENED SLAB (TS) rff 98'-2" _ �e THICKENED EDGE (TE) NO SCALE FOUNDATION SCHEDULE CONC. fc= 30000=31 REBAR Fy= 60000PSI MARK DIMENSIONS REINFORCEMENT REMARKS WIDTH LENGTH DEPTH TOP BOTTOM TIES TE 1 1(o" 16" '�::.'•.' v, #3624" SEE DET. 1/51 TS 1 1r" _j Of Ld I(o" 245 245 #36@24" CA TE2 24" 18" ---------------------- WIDTH 2" TYP, THICKENED SLAB (TS) rff 98'-2" _ �e THICKENED EDGE (TE) NO SCALE FOUNDATION SCHEDULE CONC. fc= 30000=31 REBAR Fy= 60000PSI MARK DIMENSIONS REINFORCEMENT REMARKS WIDTH LENGTH DEPTH TOP BOTTOM TIES TE 1 1(o" 16" 245 245 #3624" SEE DET. 1/51 TS 1 1r" _j Of Ld I(o" 245 245 #36@24" SEE DET. 2/51or3/3I TE2 24" 18" 345 345 #3(@32" SEE DET. 1/51 TS2 24" w D 18" 345 3-#5 #3032" SEE DET. 2/31or3/3I TE3 1&" IS" 2 45 2 45 #3032" SEE DET. I/Sl TS3 24" lro" 3-#5 345 #3aQ24" SEE DET. 2/5Ior3/5I TE4 24" Ld 22" 345 3-#5 #3(@40" SEE DET. 1/31 TS4 24" 22" 3-#5 345 #3040" SEE DET. 2/31or3/31 WF2.0 24" 1 1017 N 345 SEE DET. 5/51 1 S1 3000 psi CONCRETE SLAB ON GRADE. REINFORCE WITH (2) LAYERS ro"xro"-WI.4xIA WWF 4" $LAB TVP. r MIL POLYETHYLENE (`4TYPICAL SLAB �"s J1 NO SCLAE GROUT ALL CELLS #5 REBAR IN SOLID BELOW GI ADEHN GROUT FILLED GMU CELL. I�II I I=E] I IIII�'III� ��� III�IIIII�IIIII�� U *SEE FOUNDATION PLAN 4 SCHEDULE lu m FOR WIDTH, DEPTH 4 STEEL REINFORCEMENT 0 .o a o e a 9 98' - 2" 5/WALL FOOTING WIDTH 5\ WALL FOOTING (WF) SO NO SCALE SYMBOL LEGEND WOOD BEARING WALL REINFORCED CMU WALL THCIKENED SLAB TS THCIKENED EDGE TE WALL FOOTING WF GENERAL NOTES: 01. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS LISTED. 02. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SHOWN ON THE DRAWINGS. ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE STARTING CONSTRUCTION. 03. THE STRUCTURE FOUNDATION HAS BEEN DESIGNED TO MEET THE LOADING REQUIREMENTS OF ASCE 1-98, "MINIMUM DESIGN LOADS FOR BUILDING5 AND OTHER STRUCTURES" AND THE 2001 FLORIDA BUILDING CODE. 04. ALL FOUNDATIONS ARE TO BE FORMED UPON 501L WITH A MINIMUM SAFE UNIFORM BEARING CAPACITY OF 2000 PSF. 05. IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE THE UNIFORM BEARING CAPACITY UNDER THESE FOUNDATIONS AND PERFORM NECESSARY 501L IMPROVEMENTS AND/OR COMPACTION, IN ACCORDANCE WITH THE SUBSURFACE INVESTIGATION REPORT PREPARED FOR TH15 SITE. GENERAL NOTES: CONCRETE 01. ALL CONCRETE CONSTRUCTION, WORKMANSHIP AND MATERIAL SHALL COMPLY WITH THE REQUIREMENTS OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." 02. ALL CONCRETE SHALL BE TYPE I OR II PORTLAND CEMENT COMPLYING WITH ASTM CI50 AND SHALL HAVE COMPRESSIVE STRENGTH SHOWN BELOW: MASONRY GROUT 3000 PSI SLABS ON GRADE 3000 PSI OTHER 3000 P51 03. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, BARS SHALL BE FREE OF COATINGS THAT WILL REDUCE CONCRETE BOND, 04. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 05. ALL BAR SPLICES, DOWELS AND CONCRETE COVERAGE SHALL MEET THE REQUIREMENTS OF AGI 316/31&R "BUILDING CODE AND COMMENTARY FOR REINFORCED CONCRETE." 06. CAST IN PLACE BEAMS SHALL HAVE CONTINUOUS TOP AND BOTTOM REINFORCEMENT. LAP SPLICES IN BOTTOM BARS SHALL OCCUR OVER SUPPORTS. TOP BARS SHALL LAP AT MID -SPAN. 01. CONCRETE BEAMS AND SLABS SHALL BE FINISHED LEVEL AND TO THE ELEVATIONS SHOWN ON THE DRAWINGS, 06. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM. 09. UNLESS OTHERWISE PERMITTED OR SPECIFIED, CONCRETE SHALL BE PRODUCED TO HAVE A SLUMP OF 5 INCHES !1", AND WITH A MAXIMUM WATER/CEMENT RATIO OF 0.55. 11. FOUR SETS OF TEST CYLINDERS SHALL BE MADE AND TESTED FOR EACH 50 YARDS OR LESS OF CONCRETE POURED IN ANY DAY FOR EACH DESIGN MIX. TESTS SHALL BE MADE FOR l DAYS, TWO AT 28 DAYS AND ONE HELD IN RESERVE. THE CONTRACTOR SHALL SUBMIT ALL DESIGN MIXES FOR REVIEW AND APPROVAL BY THE ENGINEER 30% " AS Q V o - ap _ dam' Fra a I OF I J Lu z 12 i 0 < -= 0 z v ME 0 _j ILL 0 Lo _j Of Ld _- u < C) z ` ■ O 1 f-- N w D Li- U // c//n V / O I OF I J z z O 0 rq z O O w Q O N C) z ` O f-- N w D Li- U // c//n V / O F— I� C) W 0 ^ V) 0 0 z 0 Ld Ill V) I — 0't LLJ N N \� O \ 1 � N I OF I z 0 rq O w O N ` f-- N Z � U w F— vi Q 0 0 0 0 I OF I