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HomeMy WebLinkAbout402 San Carlos Ave 18-2500 (a) NEW SFH`v� - . SITU COP, -D D6 c, P _i_ -z- CITY OF �S !➢"' w �,. Building dr Fire Prevention Division ]RD�P-E—R MIIT APPLICATION Fill OEPAlt?"!'fit„ 111T H Application No: Documented Construction Value: $ 92,665.000 Ldp- S .lob Address: 402 SAN CARLOS AVE SANFORD, FL 32771 Historic District: Yes[]NoFv/1 Parcel tD: 30 19 31 516 0100 0170 Residential Commercial Type of Work: Newa Addition[—] Alteration o Repair Demo ❑ Change of Usc❑ Move II Description of Work: NEW HOME CONSTRUCTION Plan Review Contact Person: DAVID P. BRAUER Title: PROJECT DESIGNER Phone: 321-663-1937 Fax: Email: dpb.odg1 @yahoo.corn Property Owner Information Name PNT Property Partners, LP & Equilliance Investment Corp. Phone: 407-221-2522 Street: 1675 EE Williamson Rd. Ste. 1030 Resident of property? City, State Zip: Longwood, FL 32779 Contractor Information Name Hugh Kirk Mckinnon Phone: 407-383-9966 Street: 2464 South Sanford Ave Fax: City, State Zip: Sanford, FL 32771 State License No.: CGC047474 Architect/Engineer Information Name: Stephen R. Cold phone: 321-228-4225 Street: 1341 S. Grant Street Fax: City, St, Zip: Longwood, FL 32750 i, -snail: stevecold@mindspring.com Bonding Company: N/A Mortgage Lender: COB CORP Address: Address: 2595 SANFORD AVE SANFORD, FL 32771 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON T'HE JOB SITE BEFORE TILE FIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOT'lCE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electricat work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: G"' Edition (2017) Florida Building Code Revised: January 1, 2018 permit Application #� 7 �.AV I Y' 0 13 �rL ............... NEW ONE srtoRY CMU SINGLE FAMILY REsIaENcE, OCCUPANCY: 118311 CONSTRUCTION TYPE: II\,t 1I DE51GN CODS: - FLORIDA BUDDING CODE SIXtN EDITION (2011) - FLORIDA RE511DENilAL 5UILpING CODE 61XTH EDITION 12010 - FLORIDA PLUMBING CODS SlXild EDITION (2011) =FLORIDA MECHANICAL CODS 51XiN EDITION (2011) - 2014 NATIONAL ELECTRIC CODE (NEC) STRUCTURAL, LIVE LOADS: CHAPTER 16, F. -C. 201-1: PER F.B.C. 2011, CHAPTER I(o FLOORS 40 PSF 8,451C WIND 5PEED ]Be IES 5ALCODECKS 40 PSF (3 5ECD0N,GUST) p>=CKS 4o PSP 110,00'(P) X STAIRS 40 PSF WIND IMPORTANCE FACTOR 1 ROOFS SLEEPING SLEEPING ROOMS SF 20 Per- 30 PSF C UILDING CATEGORY 2 HABITABLE ATTICS W1 FIXED STAIRS 30 PSF WIND EXP05URE B ATTIC, lU/O STORAGE 10 PSF INTERNAL PRE55URE COEF. �i ATTIC, W1 LIMITED STORAGE 20 PSF ®46 ,015 GUARDRAILS AND HAND RAILS 200 PSF COMPONENTS 4 CLADDING 30.5 PSF GUARDRAILS AND HAND IN -FILL COMPONENTS 20o Per- SPROOMS ROOMSOTHER THAN SLEEPING ROOM 40 PSF e REVIEWED Ft)R CODE COMPLIANCE W RECORD COPY A PERMIT' I -SUED SHALL BE CONSTRUED TO BE A LICENSE TC ?ROCEED WITH THE WORK AND NOT AS AUTHORII (TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY )F THE PROVISIONS OF THE TECHNICAL CODES, NOF ^"^' ' " G'ANr,F nF A PERMIT PREVENT THE BLJ _DING ' REQUIRIN(I A CORRECTION OF ERRORS IN PLANS, MNF~TR CTION OR VIOLATIONS OF THIS CODE C;OMPA.1.1 1t)I 11r 0(J[RED Results to be Verified at Slab Inspection UIF-- #182255 PNT PROwPmwm�"EIXTIEz) is 5 88deg, 04' 34" E 109,95' (M) 5 88deg, 00'00" E 110,00'(P) X DR N DR N e 14' 51DF 5FMACK ________________________________________ PROP05ED 35'-011 W, X 55'-0" D ® e e e e w � cit cLOT:H X � C0 c•. c.; � , e > < Oz< U � O CS) Cii w �i 0 ®46 Q) Q) e LL N O cv O e Z' w e. , 30•_0.. e e , I<�` > 1L e , PROP05ED 35'-011 W, X 55'-0" D ® ONE 5TORY GMU w m 51NGLE FAMILY RE51DENCE ------------------------------------------------------------ 1'-6" 51DE 6EMACK - e e N 88deg, 00' 00" W 110,34' (M) N 88deg, 00' 0011 W 110.00' (P) CONCRETE DRIYEWAY AND WALK LEGAL DE5CRIPTION: LOT 11, 13LOCK 1, FAIRVIEW, A 6U5DIV151ONA5 RECORDED IN PLAT BOOK 41 PAGE 11, OF THE PUBLIC RECORDS OF SEMINOLE COUNT', FLORIDA. 25'0" D AIN i!Y NOTE: ODG, INC, 4 STEPHEN COLD A56UME5 NO RE6PON515ILITi FOR ITIS ACCURACY, THE OWNER AND CONTRACTOR ARE TOTALLY RE5PO515LE FOR PLACING THE 5UILLDING ON THE PROPERTY AND MEETING ALL REQUIRED SET BACK5, ODG, INC., 4 5TEPHEN COLD NO RE5PON5115ILITY FOR 5EPTIC DE51GN AND LOCATION. COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. [w)"RAWINOW03' INDEX AI COVER PAGE, LOCATOR MAP, SITE PLAN, DRAWING INDEX, AND PROJECT SPECIFICATIONS A2 FOUNDATION PLAN, FOOTING DETAILS, AND PUMBING RISER DIAGRAM A3 FLOOR PLAN, TYPICAL WALL SECTION, AND HEADER SCHEDULE A4 ELEVATIONS A5 ROOF PLAN AND LINTEL SCHEDULE A& ELECTRICAL PLAN AND RISER DIAGRAM Al TRUSS LAYOUT AS ENGINEERING NOTES AND DETAILS ODG, INC. 130 FAfRK DfRIVE CASS LE�RRY, F'L0RIDA 32101 321��31�3i �`41 .......... Revised: -- STEPHEN R. COLD AR 0010041 ® w X � W� C0 �® 0 > < Oz< U � O CS) Cii QL. Q i!Y NOTE: ODG, INC, 4 STEPHEN COLD A56UME5 NO RE6PON515ILITi FOR ITIS ACCURACY, THE OWNER AND CONTRACTOR ARE TOTALLY RE5PO515LE FOR PLACING THE 5UILLDING ON THE PROPERTY AND MEETING ALL REQUIRED SET BACK5, ODG, INC., 4 5TEPHEN COLD NO RE5PON5115ILITY FOR 5EPTIC DE51GN AND LOCATION. COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. [w)"RAWINOW03' INDEX AI COVER PAGE, LOCATOR MAP, SITE PLAN, DRAWING INDEX, AND PROJECT SPECIFICATIONS A2 FOUNDATION PLAN, FOOTING DETAILS, AND PUMBING RISER DIAGRAM A3 FLOOR PLAN, TYPICAL WALL SECTION, AND HEADER SCHEDULE A4 ELEVATIONS A5 ROOF PLAN AND LINTEL SCHEDULE A& ELECTRICAL PLAN AND RISER DIAGRAM Al TRUSS LAYOUT AS ENGINEERING NOTES AND DETAILS ODG, INC. 130 FAfRK DfRIVE CASS LE�RRY, F'L0RIDA 32101 321��31�3i �`41 .......... Revised: -- STEPHEN R. COLD AR 0010041 Sheet No: ,41 Of: RIGHT ® w X � W C0 �® 0 > < Oz< �i 0 ®46 LLI LL Z' w I<�` > 1L I� � . 0 1- c U) �+ i � � M M ■.w 70 Ce) ® •® 0 LJL 0 M ('0 0 M -0 CN M to M L) Sheet No: ,41 Of: RIGHT 21411 5'-2" 4' -loll NMI 19'-4" 5'-2" 4'-411 20" X 16" MONOLITHIC FOUNDATION 20" X 16" MONOLITHIC FOUNDATION UJ/ (2) #5 RE5AR5 CONT, 2 W/ (2) "5 RE5AR5 CONI', W 60"x(98" U0 UZI, CU � co 11 20 X 16 MONOLITHIC FOUNDATION UJ/ (2) #5 RE5AR5 CONT, __________________________I-__-__-___�___________.___---------�---�--__.___________---------____-; 1 1 1 1 1'14" 2'-5" 2'-111 81, 1 1 1 I � A.C, CHASE 20'-14411 L T-, I 111' �l 13'-644"_�_ _tr _,1� _ — 2'-a" L 6'-a11 I 21 Q11 21-211 -211 4 121-0" _ 4'-4" 35'-011 FOUNDATION FLAN 1/4" - I'-0" x W 1 3 1 �� C X , , 1 z , U® k t 16'-0"4" i 5 ar 1 , 1 1g iw H0LE$ F- K V0���.w��? U— 1 r< , z 1 U) 4 S.F.F,�Il , �iT� N01 1 1 IN I: ,P� Thi' g"d€ .I , W/ 6X610/10 WWF ON 6 MIL VAPOR BARRIER�S < V) 1 ON GLEAN WELL COMPACTED TERMITE TREATED FILL.7'0 , n..^°Pb`1 _E %f 1:0 14q � (M CT-1°°� .. 1 1 1 1 1'14" 2'-5" 2'-111 81, 1 1 1 I � A.C, CHASE 20'-14411 L T-, I 111' �l 13'-644"_�_ _tr _,1� _ — 2'-a" L 6'-a11 I 21 Q11 21-211 -211 4 121-0" _ 4'-4" 35'-011 FOUNDATION FLAN 1/4" - I'-0" x `�c • 0,I00 � s2 0 c' ® G tv .. 010 0 Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R. COLD AR 0010041 W 3 �� C X , z o z O� U® k t 16'-0"4" i 5 ar ZIA z 1 1g iw H0LE$ F- K V0���.w��? U— r< O z �,. U) 4 S.F.F,�Il C) �iT� N01 1 4" TH, 3000 P51 CONCRETE 5L,413 ON GRADE IN I: ,P� Thi' g"d€ .I 0 W/ 6X610/10 WWF ON 6 MIL VAPOR BARRIER�S < V) W"3 ON GLEAN WELL COMPACTED TERMITE TREATED FILL.7'0 n..^°Pb`1 _E %f 1:0 14q , t ! `y�+�. ;I (M CT-1°°� .. A� �/U)/q ei �.^'R A p^ M F i $LOU U 1 ATEMEN cE p INS a -E 9 U E rrt1BpN){](8 �5 3Pµ}y *�} ��� yY�j/ d 9�� Ap"rQjm �CY$ov°�' °7$ TRmm F.4'xnx i}. I,1�{(� �gdv.�.yd¢ �^°,£p�a(�{�ymp"..'4 ��°'.'qi+:� ,{j F "^IVVEi T100 4'40 au°rdrwR'5Td RFZPAN Y 9 Ne/,+'S9 1 "i 5 f[^,3 Y�¢'1v° gj�'� }.aFa. (p � 'j�� 9y�� y�)oM1M'n��'E OF: �yyt,�.n 9 E' `wj(P'F{I''`I(6PY^^'3.. 4�'°5],[pf—::.+^ K-, �Y,, tp '�a�N"i ttF y�g-E+n�,i(@P3}y yjq y�+q�^�� ((,fin A,5Fl�4wM�UL URF— AND, (--,Oi t l.✓MEIR i�.8`"tt�+x4 1.11A .pw'.5a COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. `�c • 0,I00 � s2 0 c' ® G tv .. 010 0 Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R. COLD AR 0010041 W z o O� U® k t i ZIA z U— r< O z �,. `�c • 0,I00 � s2 0 c' ® G tv .. 010 0 Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R. COLD AR 0010041 W z O� U® 0v 0 z z U— r< O z U) C) IN Z 0 � < V) >(�� 440 now _0 L.LL epi (0 � ., C� >(�� (M A� �/U)/q ei M U C71 I Ti 4" CONC, OR PAVER LANDING 6 -0" X6 -8" 35'-011 n I=3 ,l IBM1 21-S"X6'41 ADA BATH, CLOSER GARAGE 3 5 WD, SWING � V 4 2 WD, ESCAPE 2'-0"X61-8" 5 2 WD, • ROOM M • v► M� SWING VAULTINING � 3 r 1 I MTL, SGD y •12 a• OHG 16'-0"X-11-011 mail 9 1 MTL, GREAT ROOM'ti 2 -0 Xi -0 iVAULT M J _ } VAULT 0 =. •LIA SINKS i ® C Pq < LL J �—. N Z U) U w KITCHEN A IT LEDGE _ A b'4' A -- - VAULT _ --:^ a.. == ab �Q� VAULT 3 � � '� w � L``� .fir''-�.�+� ��� ♦ ♦♦ I Jrr ��r \• �.r�+�w�...:�_. i.�l r_ N: 3Y am la EN VENT THRU r 7� ROOF A r S • I �• • II R -f . ESCAPE • SILL HGT..r r HALL 1T1x1Tix ATlT+xlnfc^.`,xirAf� I - VAULTri 0CEIL, GH' M'}iflfi�.;,�fif� ,., 'i7}}3}1Ti:ATiTNlIT.t1T1T4`�`iT1TiTITIT }iTlTltl}1TifiTLTiTlTL`17��,,� VAULTpq Lj y ■ Al Ow -r\-_.ri' ..i't-lam .�A>I A :CEILING HEIGHT, 0 � - w — AT • • A ti y GARAGE �. y N I • - -01 y - i � ;� T I •� i w � I ,I/ • A Q = ESCA A—OVERHANG D• OF "' • ' 11I 7� 'A� '_•'N11 CI! __. IL 16 V x l -U" 61-011 1- It 21-211 21-211 I II 60 60 -4 160 4 12'-0" 4-411 TOP OF 5LOCK NEIGHT5 II 8'-0" TOP OF 13LOCK (NORMAL) II'4' TOP OF BLOCK/FRAME LINETYPE LEGEND 11111111111 NEW BLOCK WALL - — - -- - NEW INTERIOR FRAME WALL �'1f�TTllTatixiTiTlllf ,A, . ► �l1l*!■lST��I 1. UaE a. AT , Al FEKE F-im 5. cc i AIR FLOOR PLAN a W 811 DOOR SCHEDULE MARK QUAN, FRAME DOOR 51ZE REMARKS WIDTH X HGT, I I MTL, ENTRY 3 -011X6'`81° 2 2 WD, SWING 21-S"X6'41 ADA BATH, CLOSER GARAGE 3 5 WD, SWING 2'_611X61-8II - 4 2 WD, SWING. 2'-0"X61-8" 5 2 WD, SWING PR, 2'-6"X 6'-8` 6 1 WD, SWING PR. 2 -0 X6 -8 �� 1 I MTL, SGD 6 -0' X61-8" 8 I MTL, OHG 16'-0"X-11-011 9 1 MTL, SWING j 2 -0 Xi -0 GLASS SHOWER DOOR NOTE: OPENING BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPED WITH SOLID WOOD DOORS NOT LESS THAN 134' IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR NOT LE55 THAN 13/8" THICK OR 20 -MINUTE FIRE RATED DOORS, EQUIPED WITH 6ELF-CL051NG DEVICE PER FBC R301, WINDOW 5CHEDULE MARK QUAN, FRAME TYPE 51ZE HEAD HGT, REMARKS A I MTL, S,H, PR, 25 61-51' B 3 MTL, SH, 35 6'-8", 41.6 lIX51.311 ROUGH OPENING C 3 MTL, S,H, 1 25 6'4" 3'-2"X5'-3" ROUGH OPENING D 1 MTL, 5,H 34 6'-811 TEMPERED E I MTL, FIXED 3'-011 X 31011 Id -8 11 TRANSOM NOTE: ALL BEDROOM WINDOW5 SHALL COMPLY WITH FBC 8310 4 R612,4,2, ALL 'ESCAPE' WINDOWS SHALL MEET MIN, OPENING AREA OF 5,1 5,F,, MIN, OPENING HEIGHT OF 24", 4 MIN. OPENING WIDTH OF 2011, WITH MAX, SILL HGT, AT 44" AFF, - SILL HGT5, LISTED W/ WINDOW SIZE ON PLANS, TH15 STATEMENT CAN 13E CONFIRMED W/ WINDOW MFR SPECS, SUBMITTED BY CONTRACTOR, COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from CDG, Inc., is a violation of Federal copyright laws. LIVING ,.,,♦,,,,,,,,,,,,,,,,,,1504 SF GARAGE .................... 386 8F ENTRY..,,.,,,.,♦,,,,,,,,,,,,,,,35 5F TOTAL AREA ,,,,,,,,,,,,,1925 SF (UNDER ROOF GROSS) Revised: STEPHEN R. COLD AR 0010041 Sheet No: ,43 Of: EIGHT Wu T W U I� 1 1 �� LLJ ®� �> LLJ W Z M J z �z ® ®0 < LL J �—. N Z U) U Sheet No: ,43 Of: EIGHT �> 9 Sheet No: ,43 Of: EIGHT Top of Plate To� of 6ubf loor Top of Plate - — — _ Tod of Plate nilni-■_i ■■■ ■■■ III III I I ru-1 U-1101101 SIMON FRONT ELEVATION 1/4" = 1'-0" REAR ELEVATION I/4" -- I'-0" Top of 5ubfloor, ////�///p,��p��\�\�\\ Iii Top of Vubfloor + � I , I , I , I , 1 , I , I ♦ I , I , I , , I � I , I , I , I , I , I , I , I , I , I , I , I , I , I , I , .EFT 51DE ELEVATION 1/4" . 1'-0" Top of Plate , I , I , I . I , I , I , I , II/,����\\ I , I ♦ I . I ♦ I , I I , I , I I I I 1 - , 1 , 1 , 1 , I , I , I , 1 , 1 , I , I I , 1 , I / 1 , 1 , I 4 1 ♦ 1 , 1 , I , I , 1 Tap of Vubfloor, 9 RIGHT 51DE ELEVATION 1/4" - I'-0" COPYRIGHT 2018 By O®G Inc. Any Reproductions and/or alterations to these plans without prior written consent from O®G, Inc., is a violation of Federal copyright laws, Job No: 18-011 P1 f- . a� z� ROOF w Z Q� O aK ,m*s s�,W •� F U � t r~� a` �, k ME`T W Job No: 18-011 �o w� a� z� U) w Z Q� O p� � Jo a a` W z � J Qo W U) LiL e� (L t�9 �o iL e� (L t�9 N M Cf) U) tli V Sheet No: ,44 Of: EIGHT 'F t833 i w OFF 9Fr''.a5-QP OFA' -^QB �ry � OS'. �P.: � A Sd } f3'""..-�.:Fi f -t, �.�9r :'�3 � "?i. ,." 2 ar . W 75?G 0 1047 11 ,3 31 4' 73 Y 6 #-7a X001 D 1€ 472. 8�>. UT 119:36 g947 I "3130 316 3377 ,.s4�4ci73 � '6y€J'C�� �3y�.26 � 315 L`�0 1.0.`0` 72-OTT 11.:73 �¢6y �. LL 0W � m _,!2 :2646 447� O'T) 7526 9.0Q.4 10472 119336 CD U)LL 1 qrm NZ s o 400-7 u'39 7:)�M 7004 1047? 96A 1 c 1 W30�1 11301 8317. F-'23336,3��4 ; 1a s � aW'5 �' 60W 54W 6424 7450 111 0 0i �1 i�171 is '' 5 C 701 :31 F 14-59 1 P-464 M4144 4 03 4437 5a8Q 3`a 1 6122 4 5 8_5 I 255_. _ 2101 . 3,996 5F'60 71 K 899.5 6.890 111 fP ' 2T 1T94 1.0� � 1675 26,10 3 T5 96 660 5047 1,= 1149 1469 1 10. 1��� 1754 2327 1 �'1 1313 z: 4"13469 X 030 65 M21 5 ( 1514 0 0 51 r?7 7 �F3, p30 311 r 24 04 598. `qfJ 3 3 zea 3° z 18.54 l i`5� 5 1 1 S 311 ae�5 2075 404 4 ,,, 3 33 7+9 r� � 207yet � � `5ry70 .19FF] {{1c.) 101? 2590 k s � k? 13 1 "a 1418 f . �3aa sl 11r3f�� ''34 P10.7 ar�e0 S f l � d id�`�7w `"�1`J"� 1190::::. 146e ,dryfpp}t r- 137Q. ff v2045.i7-�p,3�!-. 2p,..3 [pp€s^3 Y }t'3z: . •--.. 14' 210 .b �EiE, 5130 din ��292L ff70 1800: cc:+i 2200 EEd. j..... �V NW:: a404y0�0 E� b -x NIR 50 F4 71R-1 J.1.}�.30i 6 i{�s. 1 400 70 17291 INR 2�.s3 j'1i3 lt4R NP NR d" ��3ti E E3S 1€) 0 03 7 11 21.10 E EE2 ' 1J1;dE�' NR, E € %1NR Us T 3001 010 k 870 1250 g 166- 6 FL( 5'-0" A,F,F, BEARING ROOF PLAN 8'-0" A,F,F, BEARING 5/141,8 Job No: 18-011 Date: 4 MAY 2018 STEPHEN R. COL© AR 0010041 Sheet No: Of: EIGHT w 0 �ry Z W > m 0 �T_ ® J �� LL 0W � m AI z n� Q, 0 CD U)LL 1 qrm NZ 0 M.0 m T, ;�r (/) Sheet No: Of: EIGHT ti 0 > m ® 2L. OLL m AI to Q, to CD 1 qrm 0 M.0 m T, vI 4� Pi V Sheet No: Of: EIGHT 1/4" - 1'-0" COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. ELECTRICAL LEGEND ELECTRICAL COUNT SYMBOL ceiling fan globe 4 can light 6inch 19 chandelier 1 • • • off• 0 fluorescent light 2 x 4 3 (y) exterior light 1 < wall mount savoy 1 rn cable tv outlet 4 iv ceiling receptacle duplex 1 chime 1 ■L— doorbell pushbutton 1 Q fan 50 CFM 2 50 CFM outlet 35 outlet 220v 2 outlet gfi 4 M smoke detector 5 split receptacle 3 switch 5 CqZ switch 3 way 2 3 switch double 2 switch quad 1 UJ switch triple 5 vanity bar light 2 S=Q_Q=k=Q— Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R. COLD AR 0010041 Sheet No: Of: EIGHT W Z W (y) d < < � �< rn 2 •� ®! ■L— r -y � < � LL W� W W <0 (0 C:) i� Lo CqZ C t UJ Sheet No: Of: EIGHT ri d •� ■L— _® LL W C (0 C:) i� Lo M Sheet No: Of: EIGHT Cl d) Q) Al M-1 1 01$ SIJ AIGE 91 35' S1C�E 1313 m.p.h, WIND 12 EXPOSURE G V 6-3/16" HEEL 13RC3. 3•�'S 12 1�II OVERHAN PLUMB CUT TYPICAL IGAL TRU ND 2' UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HU62ro OR HGU52Fo-2 ANIS ALL, FLOOR HANGER6 ARE THA422 UNLESS NOTED OTHERWISE. fBEARING HEIGHT6 HANGER TAKEOFF 2' - - 11'-4" HEIGHT ss N U T t;.;; IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS 2' AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THI5 COMPANY 15 A TRU55 MANUFACTURER WHOSE RESPONSIF3ILITIE5 ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS ANY RE5PONS1511-ITIE5 AND/OR LIABILITY FOR THE CONSTRUCTION 2' BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARM , NG CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRAGING 15 NOT THE RE5PONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH 15 ALWAYS REQUIRED TO 2' PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS_ SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS" (BCSI 200(o) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB 53 2� ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REA50NABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRU55 LAYOUT 16 NECESSARY BEFORE PABRICATION CAN BEGIN, VERIFY SWANS, PITCHES, OVERHANGS, HEELS 2' THIS LAYOUT ASSUMES TOTAL RE5PON5I5ILITY. TRU55E5 WILL BE BUILT PER THIS LAYOUT, ROOF FLOOR TRl� 6 5 TRUSSES A G -'9 TRU � 401-321-1 LONGWOOCJ / ORMOND f3EAGH / MASCOTTE 2' PN 1 PROPERTIES JOS NAME M LLONV ILL V®2 LOT/BLK/SUSDI V 402 SAN GARL05 2' 2' 2' 101'8 2' 2' 82 2' 2' 2' 2' 2' 2' 51 2' IJ -1 Q O 2' -- 2' 1 1�f32 2' G3 E2C 2' E . I 2' G2G 51G ==,�L 12' 3E�' E COPYRIGHT 2018 By ODG Inc, Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. Z;�H I NC:;Lt7- L UAL.,) I NCS 1313 m.p.h, WIND 12 EXPOSURE G V 6-3/16" HEEL 13RC3. 3•�'S 12 1�II OVERHAN PLUMB CUT TYPICAL IGAL TRU ND ALL 5EAM5 E3Y OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HU62ro OR HGU52Fo-2 ANIS ALL, FLOOR HANGER6 ARE THA422 UNLESS NOTED OTHERWISE. fBEARING HEIGHT6 HANGER TAKEOFF - S' -O" HEIGHT - - 11'-4" HEIGHT ss N U T t;.;; IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THI5 COMPANY 15 A TRU55 MANUFACTURER WHOSE RESPONSIF3ILITIE5 ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS ANY RE5PONS1511-ITIE5 AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARM , NG CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRAGING 15 NOT THE RE5PONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH 15 ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION. AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS_ SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS" (BCSI 200(o) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP ANP/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REA50NABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRU55 LAYOUT 16 NECESSARY BEFORE PABRICATION CAN BEGIN, VERIFY SWANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS, ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RE5PON5I5ILITY. TRU55E5 WILL BE BUILT PER THIS LAYOUT, ROOF FLOOR TRl� 6 5 TRUSSES A G -'9 TRU � 401-321-1 LONGWOOCJ / ORMOND f3EAGH / MASCOTTE CUSTOMER' PN 1 PROPERTIES JOS NAME M LLONV ILL V®2 LOT/BLK/SUSDI V 402 SAN GARL05 5CALE DATE DRAWN 5Y J05 NUMBER -io-18 MIKE T. 20115 Job No: 18-011 Revised: STEPHEN R. COLD AR 0010041 M M M. wr M 'a" Sheet No: �I Of: FIGHT U ... 0 - ss ■>L -- ® ■ : < • 0Roam'P JJL M M M. wr M 'a" Sheet No: �I Of: FIGHT U ss ■>L ® ■ : 0Roam'P JJL 0 r Lj LC) 04 0 t rjD vI M M M. wr M 'a" Sheet No: �I Of: FIGHT ENE I REINFURC�IN STR L CONSTRUCTION CR I T I f� j � � % I. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE MINIMUM R-19 j ® 0-0 WITH 45TM A 615, A 161, A 617, OR A 106, 1/8" TEXTURED FINISH INSULATION 0 II FOOTINGS AND FOUNDATION: 1. FOOTINGS SHALL BE LEVEL OR STEPPED 50 THAT BOTH TOP AND BOTTOM OF SUCH FOOTINGS AREFlex o" LEVEL, THE TOP OF ALL FOOTINGS, EXCEPT MONOLITHIC SLAB -ON -GRADE INTERIOR FOOTINGS, SHALL !3E A 15" FELT INTERIOR GYP, BIRD, W/ PERMEABLE � la onal cute Flashin ® 9 agonal cute 4� ' MIN. OF 8 INCHES BELOW FINISHED GRADE LINE, BOND BREAK OR SEMI- PERMEABLE FINISH on weather on w�+athar 2. THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER BARS (� Raoletant On W. th10 G OR BY BENDING THE BAR. IN BOTH CASES THE MINIMUM BAR LAP SHALL BE 25 INCHES. SEE !✓' barter barrier 3, A SOIL OR WASTE PIPE OR A BUILDING DRAIN PA55INC-T UNDER A FOOTING OR THROUGH A FOUNDATION LATH W/A E WALL SHALL BE PROVIDED WITH A RELIEVING ARCH OR OTHER APPROVED METHOD, P P R B AGK( G N ELEV. �••/ Opaning Window AIC.+ O® 4, FOOTING DOWEL BARS SHALL BE PROVIDED FOR ALL REQUIRED VERTICAL WALL REINFORCEMENT MEMBRANE BRIDGE LOCATIONS, FLASHING Inotalled 5, FOOTING DOWEL i3AR5 AT EACH LOCATION SHALL BE SAME SIZE AND QUANTITY AS THE VERTICAL WALL wlndo null n REINFORCEMENT ABOVE. SEE NOTE: GLEAN OFF ANY Job No: 6, ALL FOOTING DOWEL HAR5 SHALL HAVE A STANDARD 90 DEGREE HOOK AND SHALL BE EMBEDDED 5 FLASHING / CONTROL JOINT + , '+ E -EY, , DEBRIS BEFORE APPLYING Weather ') $-011 INCHES INTO 8 INCH FOOTINGS, AND A MINIMUM OF 6 INCHES INTO ALL OTHER FOOTINGS. DOWEL BARS L-•, WOOD FURRING STRIP (IX4 OR 1X2) weather ANY SEALANTS, reslotanco SHALL LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES, _ roslatanco 1, IF STEMWALL EXCEEDS 32", FILL ALL CELLS WITH GROUT AND APPLY (1) "5 VERTICAL * 4' O.C, MAX, 5/8" TEXTURE FINISH OVER barrier Flex barrier Date: S, IF 5TEMWALL EXCEEDS 48", FILL ALL CELLS WITH GROUT AND APPLY (1) "5 VERTICAL v 4' O,C, MAX CMU BLOCK ", '+ INTERIOR GYP, BRD, W/ PERMEABLE Flaahln 4 M�4Y 2018 AND (U "5 HORIZONTAL w 24" O.C. IN U -BLOCK OR SEMI- PERMEABLE FINISH III CONCRETE: .« : LIQUID APPLIED Scale: I, STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF AGI 301 AND SHALL CONTAIN A GONG, BLOCK WALL + PERMEABLE OR SEMI PERMEABLE INSULATION MEMBRANE 9" WIDE MIN. COMPRE651VE STRENGTH IN 28 PAYS OF 2500 P.S.I. UNLESS NOTED OTHERWISE. oo lex Flashing AS NOTED 2, USE 4" 2500 P.5,1, CONC. SLAB w/ 6x6 " 10/10 W.W.M. REINF. OVER . 006 VAPOR BARRIER OR FIBERMESN CONC. OVER TERMITE TREATED AND WELL COMPACTED GLEAN FILL,���0 I V��� ��� I I ���� ����` 1�� I®x Flaahing lax FI&ahing raven By KGM IV MASONRY: II �`"'� I. MASONRY UNITS SHALL BE HOLLOW OR SOLID CONCRETE UNITS IN ACCORDANCE WITH A5TM C 90 OR C 145, AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 P.S.I, SCALE: 3/4 = I' -O / optlo al / 2. MORTAR SHALL BE EITHER TYPE M OR e IN ACCORDANCE WITH ASTM C 210. Metal pan Revised: 3. ALL MASONRY WALL5 SHALL BE RUNNING BOND OR STACK BOND CONSTRUCTION WHEN MASONRY UNITS j as required ARE LAID IN STACK BOND, 9 GAGE MINIMUM HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO REQUIRED VERTICAL REINFORCEMENT, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16" O.G. LIQUID APPLIED V CC=OPENINGS: MEMBRANE SEAL WINDOW AT INSTAL ��,�.>E-}INS J" �G�U���IG� ��.,45HINC'i S1FQUENCE I. CLEANOUT OPENINGS SHALL BE PROVIDED FOR CELLS CONTAINING SPLICED REINFORCEMENT WHEN THE 0,091" DIA. x 1.15" T-NAIL6 S � " O.C. GROUT POUR EXCEEDS 5 FEET IN HEIGHT,I 105 VERT BAR IN OR 3/16" DIA, x 2" TAPCON5 IN 10" O.C. + SCALE: 3/4' . t -o" V SCALE: 3/4' • I'-0" 2. WHERE CLEANOUT OPENINGS ARE REQUIRED. AN OPENING SHALL BE PROVIDED IN THE BOTTOM COURSEOR DOOR FRAME TO BLOCK PER MANUFACTURER'5 OF THE MASONRY CELL TO BE FILLED. POURED CELL IF SHOWN ON FLOOR PLAN SPECIFICATIONS CONTINUOUS BITUMINOUS 3, CLEANOUT OPENINGS SHALL HAVE A MINIMUM AREA OF 12 SQUARE INCHES AND A MINIMUM OPENING (3) \ x 6 FLASHING, FULLY ADHERE TO ///// / EXPANSION BOLTS / • pIMl=N510N OF 3 INCHES, WOOD SUBSTRATE OVER LAP YI GROUTINCx WOOD CASING ADJACgNT BLOCK 6" MIN, METAL THRESHOLD I. GROUT SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/8 INCH PLACED AT AN 8" TO 10" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2,500 P.S.I. AT 28 DAYS WHEN C.M.U. SOLID CORE DOOR Flex TESTED IN ACCORDANCE WITH A5TM C 1019, OR SHALL BE IN ACCORDANCE WITH ASTM C 416, +, Flaahln (agonal cute /agonal cute STEPHEN R. COLD 2, MASONRY PROTRUSIONS EXTENDING I/2 INCH OR MORE INTO CELLS OR CAVITIES TO BE GROUTED � >t+ ,�.' � ' • PRE -CAST SILL on weather on weather E7 !!`"' 9-7 !tl fd �J SHALL BE REMOVED FOR GROUT POURS OVER 5 FEET. �! �' '' Resistant Rosletant AR ®®.� ®�41 3. SPACES TO BE GROUTED SHALL BE FREE OF MORTAR DROPPINGS, DEBRIS, LOOSE AGGREGATES, AND ' '• ++ barrier barrier ANY MATERIAL DELETERIOUS TO MASONRY GROUT, VII ANCHOR BOLTS: Window I. ANCHOR 5OLT5 ARE REQUIRED AT ALL INTERIOR AND EXTERIOR LOAD BRG, WALLS. _ natal lad T_ 2, ALL ANCHOR 5OLT5 SHALL HAVE A MINIMUM EMF3EDMENT OF 6" IN CONCRETE WITH 2" MINIMUM HOOK, ` wlndc Nz 7/z UNLESS OTHERWISE INDICATED, ALL ANCHOR BOLTS FOR SILL PLATES, NAILER5 ETC., SHALL BE INSTALLED / W WITH PLATE WASHERS 2"x2"xl/8", OR 2" DIA, XI/5" THICK ROUND WASHERS, BOLTS SHALL BE ASTM A301, WASHERS SHALL OE ASTM A36, HOLES IN WOOD PLATES AND WASHERS SHALL BE 9/16" FOR 1/2" FINISH PEREXTERIOR®©R Weather Waathar Z SILL ELEVATION fit BOLTS.— — — — — reslatanc© resistance 3, INSTALL ANCHOR BOLT5 A MINIMUM OF 21" O,C, , AND WITHIN 12 INCHES FROM THE END OF ANY N.T.S. barrier Flax barrier U) W PLATE, AND WITHIN 6 INCHES EACH SIDE OF PLATE SPLICES, Flaahln 4. ANCHOR BOLTS IMPROPERLY ALIGNED OR OMITTED SHOULD BE REPLACED W/ 5/8"x 6" RED HEADS W VIII FRAMING 0 I. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER ATTIC AND TPI AND NATIONAL DE51GN I'I i Flax Floohlng I' III lex Flaahing -- Q STANDARDS FOR WOOD CONSTRUCTION, r f� 2. ALL WOOD MEMBERS EXP O SED TO WEATHER OR IN CONTACT WITH MA50NRY, CONCRETE, OR SOIL PROVIDE I/2 ANCHOR BO L7S . SHALL ;3_ PRESSURE -TREATED. ARAGE DOOR �' I PsP FLASHING `1/T7'�'iIL IexFlashin 4, PRO3. DBLOCK ALL VIDE' BRACINGJOISTS AND N THE FIRST TWO RS AT FRAMINGOINT$ SPACES AT EACH END OF FLOOR SYSTEM, SPACED 4 T. UC x 6''N 2 GARAGE DOORS 4 TRACK NT5 I� g n! ® W BUCKS 24 O,C, (MIN. 3) optic I FEET ON CENTER MAXIMUM. BRACING MEMBERS SHALL BE FULL DEPTH OF JOIST OR TRUSS, /Metal pan j fLIJ LL '' 5, WHEN A GABLE ENDWALL EXTENDS FROM THE FLOOR TO THE ROOF SHEATHING AND IS NOT as required U SUPPORTED BY A CEILING DIAPHRAGM, ENDWALL ROOF 5RACING SHALL BE PROVIDED PERPENDICULAR TO C.M.U. THE RAFTERS OR TRU55E5 IN THE FIRST TWO RAFTERS OR TRUSS SPACES AT EACH END AND SHALL f3F — 1" x 2" TRIM , ry < /ti/ SPACED AT Oft. MAXIMUM ON CENTER, BRACING MEMBERS SHALL 133E FULL DEPTH OF RAFTERS OR TRUSS �l L� TOP CHORDS. '' ' ' IX ROOF TRUSSES:',°. ' , MINIMUM WALL {�AT�1=R STUD RQUIR�M�NTS F)_/�51INC 51=QU�NC FLASHING SEQUENCE 1. TRUSS SPACING 24" O,C, UNLESS NOTED OTHERWISE, �' SCALE: 3/4" + I'-0" SCALE: 3/4" . I'-0" W 2. REFER TO TRUSS ENGINEERING FOR BRACING OF TRUSS IN ADDITION TO HIB -91 SUMMARY SHEET RECOMMENDATIONS FOR HANDLING INSTALLING AND BRACING MAXIMUM HEADER SPAN (FT.) OF METAL PLATE CONNECTED WOOD TRUSSES. w' « 3, FOLLOW MANUFACTURE INSTALLATION RECOMMENDATIONS FOR HANGER CONNECTIONS IF HANGERS ARE «, 4+ ti' ; e 1 VERT BAR IN j o j REQUIRED. POO URED CELL IF SHOWN 3' 6' 9'15' 18' CD 4, SEE PIGGYBACK DETAIL SHEET FOR PIGGYBACK ATTACHMENT IF PIGGYBACKS ARE REQUIRED, ON FLOOR PLAN / 5, IT IS THE BUILDING CONTRACTORS RESPONSIBILITY TO INSURE TRUSSES ARE INSTALLED CORRECTLY. NUMBER OF HEADER 5TUD5 6, ALL TRUSSES SHOULD E3E ERECTED PLUMB. FINISH PER J � y�R�/"'"t ®� SUPPORTING END OF HEADER / Tape ov diagana 1. DO NOT CUT OR DRILL TRUSSES, ELEVATION Diagonal cut cut 8. TRUSS MANUFACTURERTO PROVIDE ALL GAESLE END TRUSSES WITH INTERMEDIATE STUD MEMBERS 16°A N.T.S. I. I 2 2 2 2 Dl weather O.G. Raslotant Weather 9. PREFABRICATED STRUCTURAL WOOD ROOF TRUSSES SHALL COMPLY WITH NFPA NATIONAL DE51GN UNSUPPORTED STUD NUMBER OF FULL LENGTH STUDS barrlar raolotant SPECIFICATIONS FOR WOOD CONSTRUCTION, TPI DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD WALL HEICzHT 5PACINCxA7 EACH END OF HEADER r5arrlar on top G TRUSSES, AND ATT 100, AL TRUSSES TO BE DESIGNED AND CERTIFIED BY THE TRUSS MANUFACTURERS OF Flax REGISTERED ENGINEER. opanlng flazhing 12 IN. 2 2 3 3 3 3 10. AT VOLUME CEILING CONDITIONS, AL ICN TRUSSES TO PROVIDE A SMOOTH AND UNBROKEN INTERIOR WALL I" x P.T. WINDOW BUCK W/ I" x 2 \ WOOD STOOL 10' OR Installed SURFACE FROM FLOOR TO CEILING.6 IN. 2 2 3 3 3 3 I "5 VERT BAR IN TAPCONS 10 O.C.DGLG55 � wlndo � II. BRAGE TRUSSES DURING ERECTION AND AFTER PERMANENT INSTALLATION PER TRU55 ENGINEERS OR 0,09"1" x 1,15" T -NAILS IT 6" O,C, WINDOW AS PER 24 IN. 1 2 2 2 2 2 Window }7� SPECIFICATIONS, POURED CELL IF SHOWN ELEVATION M 12. PROVIDE ADEQUATE BRACING AND BRIDGING TO TRUSSES TO RESIST WIND AND OTHER LATERAL FORGES. ON FLOOR PLAN G M U r*_ 12 IN. 2 2 3 4 5 5 waatner ■® Weather M 13, CONTRACTOR TO VERIFY ALL SPANS AND FLOOR TRUSSES PRIOR TO ORDERING C3tz)=,4TFR resiatanae resistance L rrrr `_r X FLOOR SHEATHING: — THAN 10' barrier CD 16 IN. 2 2 3 3 4 4 Flex barrier 0 L. I, FLOOR SHEATHING SHALL BE 3/4 INCHES T4G OR EXPOSURE I, C -D SHEATHING GRADE PLYWOOD, OR �', " 24 IN. 1 2 2 2 3 3 Flashin BETTER s 1 2. INSTALL FLOOR SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING AND STAGGER ALL END ! l JOINTS I/2 PANEL LENGTH IN ALL ALTERNATE ROWS. - '' •� ' fi + " THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER Flax Flashing 3, INSTALL 2x WOOD BLOCKING AT ALL PANEL JOINTS INSTALL NAILS FOR ALL FLOOR NAILING EDGE + w « 15 SUPPORTED BY A SUITABLE FRAMING ANCHOR, ex Flashing0 CONDITIONS, '°•� r ;d 'I Y „ 4, FLOOR SHEATHING NAILING USE 8d NAILS AT 4 INCHES O.C. AT ALL EDGE CONDITIONS ANp 8" O,C, IN — Window / 1 lax Flaahln L, 4 ), be Inetallo 9 ® � THE FIELD (GLUE NAIL 0 5, FOR NAIL GUN USE REPLACE 8d NAILS WITH SENCO 2-1/4 X ,131 4 PA6ELODE 1-I/4 X .099 LO C4 PNEUMATIC NAILS MAY BE USED IN LIEU OF ad COMMON NAILS. NAILED im 4" O.G. EDGES 4 m 6" O,C, WINDOWS ' I *� 'I � CONC. SILL /'� optlo I / option M M FIELD. FINISH PER J �''i a°? W I I V DO W LIMITING I i I NC SI I I �+I Mr tqulr n j raquiran �ei° 0 X1 WALL SHE ELEVATION STUDS ae required / as required I, WALL SHEATHING SHALL 13E 15/32" EXPOSURE 1, G -D SHEATHING GRADE PLYWOOD, WOOD, 1/2" N.T,S, 2 -M -W OR 2-M-3 0513, OR BETTER, U) 2. INSTALL WALL SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING, AND STAGGER ALL END SIZE 02 O,C, 5LOCKING MAX. M JOINTS 1/2" PANEL LENG=TH IN ALTERNATE ROWS, FLASHING SEQUFNCF FLASHING SEQUENCE 3. INSTALL 2x WOOD BLOCKING AT ALL PANEL JOINTS INSTALL NAILS FOR ALL WALL SHEATHING NAILING GRADE SPACING OF ROWS NT, 5CALE. 3/4' - f-0" F EGAD: 3/4'. I' -O" EDGE CONDITIONS. 2X4 SPRUCE PINE FIR 16" NONE S' -O" 4. WALL SHEATHING NAILING USE 8d CORROSION RESISTANT NAILS AT 4 INCHES O,C. AT ALL EDGE 12d NAILS w 4" O.C.CONDITIONS AND 12 INCHES O.C. IN THE FIELD, 4 0„ 2X4 SPRUCE P INE FIR 16 ONE 10'-0 5. FOR NAIL GUN USE REPLACE ad NAILS WITH SENCO 2-1/4" X ,131 4 PASELODE 2-1/4" X ,099 � NOTES: 2X4 SPRUCE P INE FIR 16 TWO 12-0 1. FLASHING TO BE FLr XIBLE SELF-ADHESIVE AF PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS. NAILED s 4" O.C, EDGES 4 w 6" O,C, FIELD. 2X6 SPRUCE P INE FIR 16" ONE 12'-0" / TYPE (MIN. 6" WIDE). - 6, GYPSUM (FIELD) USE 5d COOLER OR GW1354 NAILS Q IO,O,C, (EDGE) USE 5d COOLER OR GWB54 2X6 SPRUCE P INE FIR 16" TWO 14'-0" Waathar raaletanca burl r 2, INSTALL FLASHING IN ORDER A$ SHOWN BY NAILS m 1" O,C. - NUMGERS. XII ROOF SHEATHING, 2Xro SPRUCE P INE FIR 12" THREE 16'-O" - "Z" flaohing, oxtondlncj I 3, INSTALL FLASHING 4 WEATHER RESISTIVE 1. ROOF SHEATHING SHALL BE 15/32" EXPOSURE I, C -D SHEATHING GRADE PLYWOOD, 1/2" 2 -M -W OR 2X8 SPRUCE P INE FIR 16" THREE 16'-O" ecomma vortical 19 BARRIER TO FORM WATER SHEDDING LAPS. 2-M-3 056, OR BETTER. 2. INSTALL ROOF SHEATHING WITH LONG DIMENSIONS PFRPENDICULAR TO FRAMING, AND STAGGER ALL END 2X8 SPRUCE P INE FIR 12" THREE 20'-O" 6hlm do raqutrad JOINTS 1/2 PANEL LENGTH IN ALTERNATE ROWS, 3. FASTEN ROOF SHEATHING TO ROOF FRAMING A5 FOLLOWS, Trim board ao req'd. ROOF NAIL PATTERN: 2 K06F EPUE4 (1) ZONE 1 - USE ad RING SHANK NAILS WITH 2 A .113 SHANK DIA,, 16 TO 20 RINGS PER ��� PLATE O O INCH, MIN, 0,28 FULL HEAD 4 MINI 2 IN /� I Installed window 1/8" (MIN.) TEXTURED FINISH LENGTH W 6 O.C. PERIMIETER 4 12 O.C. IN SPLICEDETAIL _ FIELD GABLE 2 RIDG O NIP (2) ZONE 2 - USE Sd RING SHANK NAILS WITH N,T,S, 8" MIN STANDARD HOOK 1 1/2" r' GALVANIZED PAPERBACKED 2 A .113" $HANK DIA., 16 TO 20 RINGS PER MBEDI ENT 1 05 MIN, GOY lex Flaahing beyond METAL LATH 2 2 INCH, MIN. 0.28 FULL HEAD 4 MIN, 2 IN �, : WEATHER -RESISTIVE BARRIER(S), INSTALL _ r - U3 1 I 1 1 r1 LENGTH g 4" O.C. PERIMETER 4 6" O.C. IN FIELD OVER MTL. FLASHING V WOOD STRUCTURAL PANEL 2 3 3 14 - 2 4' Q' (3) ZONE 3 - USE 8d RING SHANK NAILS WITH GAEL A ,113" SHANK PIA„ 16 TO 20 RINGS PER INCH, MIN. 0,28" FULL HEAD 4 MIN. 2" INSIMPSON H25 OR 2X $YP A N RT. RE UTED FIELD N P. m, LENGTH 4" O.C, PERIMETER 4 6" O,C, IN 5P2 tv 32" O.C. 16 O.C. CELL j METAL FLASHING (OVER NAILING FIN 4. FOR NAIL GUN USE REPLACE 8d NAILS WITH SENCO 2-1/4" X .131 4 PASELODE 2-1/4" X .099 NOTE: WHERE APPLICABLE) PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS. NAILED 6 4" O,C, EDGES 4 a 6" O.C. ALL LAPS MIN, 25" FIELD, XIII DOORS 4 WINDOWS MIN R-19 SEALANT I, ALL DOOR AND WINDOW OPENINGS SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS. INSULATION ISOMETRIC ' 2, ALL EXTERIOR DOORS AND WINDOWS TO COMPLY WITH FBC WIND LOAD REQUIREMENTS. AS REQ'D 5CALE: NT5 XIV GENERAL CONSTRUCTION NOTES: CLEANOUT METAL FLASHING (UNDER SILL 1, THIS STRUCTURE TO BE BUILT IN STRICT COMPLIANCE WITH ALL GOVERNING MUNICIPAL CODES (CITY, RE&o FOR WHERE APPLICABLE) COUNTY, STATE AND FEDERAL) DOWEL LAPPED ROUT LIFT 2. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS UNKNOWN BY THE DESIGNER AT THE TIME OF PLAN W/ WALL REINFORCEMENT 5ft. UNLESS PREPARATION. (FOUNDATION PLAN BASED ON 1500 scl, ft, DESIGN LOAD) SIMP50N H3 OR FOOTING DWL, 3. CALCULATED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONSGROUTED 5P1 1W 32" O,C, 15 NOT REQ'D, 2 4, CONTRACTOR TO VERIFY ALL BEARING LOCATIONS, ALL MEASUREMENTS, ALL AREA TABULATIONS, AND CELL_ - 5' IN OVER LAP ALL MATERIALS SPECIFIED WITHIN THESE DOCUMENTS PRIOR TO CONSTRUCTION, HET 16 m 48 ABOVE 5L AB 5. STRUCTURAL AND FRAMING MEMBERS INCLUDING MICRO LAM5, GLUE LAM$, STEEL I BEAMS, PLATES, EMBEDMENT POSTS, FLOOR AND ROOF TRUSSES AND WOOD I BEAM$, BUCKETS AND BRACKETS AND BOLTS, ARE BASED CMU WALL NDS PER 8606,9.4 ` ONLY ON AVAILABLE CATALOG INFORMATION AND ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO "5 CORNER CMU WILL Sheet NO: CONSTRUCTION, BAR STANDARD 6, ALL STRUCTURAL CONCRETE WORK INCLUDING (RETAINING WALLS, PAD FOOTINGS, CONTINUOUS FOOTINGS, FOOTING HOOK TYP, WOOD HRAMED WINDOW STEM WALLS, INTERIOR AND EXTERIOR BEARING= POINTS, AND CONCRETE LINTELS) ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CORNER CONTINUITY OF 0NgD NT5 7 �j }�/ ' I I /� � REINFORCING W/ 3" MIN. COYER � FLASHING W1 TEXT FINISH ' 1. ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON AN "ENCLOSED" 5TRUGTURE. f I j�� I Y , KN ALL - CMU I 0 FRAME I �,I g� -p 1 ' ANY BREAG4I OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, DOORS, GARAGE DOORS, ETC. EA 1 4 HALL I' `�® C�� �� ELEVATION a GROUTED ED CELL 46 DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY, N,T,S, NT9 N,T,S,�I�/I Of: EIGHT ' COPYRIGHT 2018 By ODD Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws, :J'i^'.:=�.`•.h:oS:(iilK.atia•LuhtissNH�Ftl6}XJ'.Lent3L'WY:!'AmvaYeLiKaY1RiH�1&'W'bt6Yd6L[3tT.•,ttiLii9LL;.5J�k,a9YY2 nUalela'aMBtYtHeiGAn[Y:akflttitru.:iaGaniMstJlt:O�zvJ6`sli�un:Nh.-sKNHvfaiilOG�i�YIYt-^�"-"IaGa••"'-•._.•�e.n___.--i�FJiN4•ii43tMuetilSLg\.ie"JN1GAx(mll�tu'irBlCnnt4TYaYV;[\FaYtt'riF&id�SJii'aixLXNIf��Wi 3•-'o^•:"T.u9QNdffi1:TlA"fdaa8u'8355Ky AX@F�dTJSMS1fAdS4$�iifdf".GS�d.::3Ji4[dJe3oYR'ia6vtsittiYrzG:eEa1AISsfiH[util:Pilydtal:FA'1'�riKv56tL1blas]YT.$£fuZfrll"AIrYiU3'EIiBkii81f4A'dtl kl'r9A1il`.S.".L:d'•ya�a"::..pma"ie.eau.rs.e.•.,rc� � „'f��::.:.�"`•x....•r�,p -e,yo.�..n�eggo'u`-�.�f�il4 Y9'�"=" - "ovati1:" -.�"-'mei{�'dY6EV�dd"dR4S`aIA�V�R�••��'-�. ' .•-n_� , )�1Y1�ffi�§56"�. Ai{1�91� - 1• �{.A�3�rAUr� - NEW ONE 6iORY CMU 51NGLE FAh111..Y RE51qENGE, OCCUPANCY: "R3" CONS I U I ION TYPE. 11V15 pE51GN CODES: PLORIGa 5UILDING �',nDE 51XTW EDITION (2011) FLORIDA RE6IpENiIAL 5UII.pING CODE 51XiW EDITION (2 lid - FLORIDA PLUME31NG CODE 81XiP EDITION (2011) FLORIDA MECHANICAL CODE SIXiW EDITION (2011) 0 2014 NATIONAL ELECTRIC CODE (NEC) ' Ir i RESULTS USING 1% SHALES _.0 5TRUCTUFRAL LIVE 1 OAD5, D AIN CHAFTEER 16, 1',5.C, 2011: PER F.B.C. 2011, CNAFTER I& (0. 31) 3' FLOURS 40 P5F BASIC WIND SPEED 139 EALC,ONIE5 40 P5F (3.6ECOND GUST) DEi,K5 40 P5F t <0.2'> STAIRS 40 P5F WIND IMPORTANCE FACTOR 1 RooF5 20 P5F BUILDING CATEGORY( 2 5LEEPING ROOMS 30 P5F /1 1 . 30' HAEITAELE ATTICS UJ/ FIXED 5TAIR5 30 P5F WIND EXPOSURE B ATTIC, W/O STORAGE 10 P5F INTERNAL PRESSURE GOER 1018 ATTIC U1/ LIMITED 5TORACGE 20 P5F 1 36' GUARDRAILS AND NAND RAILS 200 P5F COMPONENTS 4 CLADDING 30,5 P5F GUARDRAILS AND NAND IN -FILL COMPONENTS 200 P517 PROP05ED 351-011 W, X 5J1-0" Dr DRAIN' V —� ROOMS OTHER THAN SLEEPING ROOMS 40 PSF X: ` t ' Ir i 'off 'oma N SSdeg, 00'00" W 110. 4'(M) �o N 88deg, 00'00" W 110,00'(P) 4 SYMf3®L5 X PROP05FD GRADE Y� l.� LCL DISC fPTION: LOT 10 C 1, FAIRVIEW, ,4 SU5DIV C�NA5 RECORDED IN PLAT 500K 41 PAGE lit OF THE PULIC 05 OF 5 CELE CORIS RESULTS USING 1% SHALES _.0 D AIN A -D Parkway Slope: 12' brass and walk at 1/4'/Ft. (27.) 3' (0. 31) 3' (0. 31) B -C Side 5aale: 56' grass at 1/!'/ft. C2'/.> 14 (1.2'> -- 1'-0" 600 6ETI3ACK ____--_ _------_,X 4' (0. 3') 2' <0.2'> x --------------- - ---. ______-_-_-- IOa (0. 3') 1' 1 1 E -F Protective rear slope up from high -point Of Sera les . 6' CO. 5') (j( (0. 5') /1 1 . 30' (2. 5' ) 19' U Minlmun rise From curb -top to stab fioor, 30' • 6' . . . . LOT: 0 (3. 2') 27' U l� 49' 1 36' (3.2'7 � 4. 1 ' 105, ' 64,0 ; 104, PROP05ED 351-011 W, X 5J1-0" Dr DRAIN' V —� X: ` t X ONE STORY CMU, St ® vyQ"0 c 51NGLE FAMILY RE5IDENCE (EL, = 105,10) _ < '� CONCRETE DRIVEWAY Q)� >� 5 •, V./ K Irl CIS AND WALK ® 1 CA --te�rr 1 > L 30 0 1 •Q 25'-0° 14,0 1419 ----- --- X -----------------71-011 ---- ----- X 104,4 --------� 51D� SETBACK 0 104,4 X 1033 t � D AIN 1 D AIN 1 L 104.9 X 104,4 res yd t� 'off 'oma N SSdeg, 00'00" W 110. 4'(M) �o N 88deg, 00'00" W 110,00'(P) 4 SYMf3®L5 X PROP05FD GRADE Y� l.� LCL DISC fPTION: LOT 10 C 1, FAIRVIEW, ,4 SU5DIV C�NA5 RECORDED IN PLAT 500K 41 PAGE lit OF THE PULIC 05 OF 5 CELE CORIS NOTE: I CABG, INC. 4 STEPHEN COLD ,455UME5 NO RE5PON515ILITY FOR IT15 ACCURACY, THE OWNER AND CONTRACTOR ARE TOTALLY RE6PO515LE FOR PLACING THE E3UILLIDING ON THE PROPERTY AND MEETING ALL REQUIRED SET ACK6, ODGI INC,, 4 5TEPNEN COLD NO RE5PON5I ILITY FOR SEPTIC IDE61GN AND LOCATION, ` Q O ti r DA -• LUT GRADING TYPE A ^ 14a4'�' ALL DRAINAGE TO STREET SAMPLE C0MPl1TATI0N ❑F' GRADING CONTROL LINE A -P FOR A 60' LOT ON AN 0.5% STREET, :WITH 20' SETBACK, 20' BUI4DING DEPTH AND 2'L SHALES RESULTS USING 1% SHALES A Curb -top on lot -line eXtension at high lot Corner A -D Parkway Slope: 12' brass and walk at 1/4'/Ft. (27.) 3' (0. 31) 3' (0. 31) B -C Side 5aale: 56' grass at 1/!'/ft. C2'/.> 14 (1.2'> 7- <0,6') C -D Swat:+ turn :Nth IO' rodlual 16' yra.s at 1/4'/F t.. 4' (0. 3') 2' <0.2'> D -E Rear spate 12' grass at 1/4'/Ft (2Z). . . . 3' (0. 3') 1' U E -F Protective rear slope up from high -point Of Sera les . 6' CO. 5') 6' (0. 5') Sub-tota I A -r' Fron curb -'tap to ground at rear tui Idl ng aa 11. . 30' (2. 5' ) 19' U Minlmun rise From curb -top to stab fioor, 30' • 6' . . . . 30' (3. 2') 27' U Mir) oun rise for hood Floor using d' joists 30' + 19' 49' (4 1'> 36' (3.2'7 � 4. 1 J v li 0— ra v t St >� 5 •, V./ K Irl _(y ^ CC17 l�- a CA > L •Q o � (L 0 NOTE: I CABG, INC. 4 STEPHEN COLD ,455UME5 NO RE5PON515ILITY FOR IT15 ACCURACY, THE OWNER AND CONTRACTOR ARE TOTALLY RE6PO515LE FOR PLACING THE E3UILLIDING ON THE PROPERTY AND MEETING ALL REQUIRED SET ACK6, ODGI INC,, 4 5TEPNEN COLD NO RE5PON5I ILITY FOR SEPTIC IDE61GN AND LOCATION, ` Q O ti r DA -• LUT GRADING TYPE A ^ 14a4'�' ALL DRAINAGE TO STREET SAMPLE C0MPl1TATI0N ❑F' GRADING CONTROL LINE A -P FOR A 60' LOT ON AN 0.5% STREET, :WITH 20' SETBACK, 20' BUI4DING DEPTH AND 2'L SHALES RESULTS USING 1% SHALES A Curb -top on lot -line eXtension at high lot Corner A -D Parkway Slope: 12' brass and walk at 1/4'/Ft. (27.) 3' (0. 31) 3' (0. 31) B -C Side 5aale: 56' grass at 1/!'/ft. C2'/.> 14 (1.2'> 7- <0,6') C -D Swat:+ turn :Nth IO' rodlual 16' yra.s at 1/4'/F t.. 4' (0. 3') 2' <0.2'> D -E Rear spate 12' grass at 1/4'/Ft (2Z). . . . 3' (0. 3') 1' (0. 1') E -F Protective rear slope up from high -point Of Sera les . 6' CO. 5') 6' (0. 5') Sub-tota I A -r' Fron curb -'tap to ground at rear tui Idl ng aa 11. . 30' (2. 5' ) 19' ( 1. 6' ) Minlmun rise From curb -top to stab fioor, 30' • 6' . . . . 30' (3. 2') 27' Q. 3') Mir) oun rise for hood Floor using d' joists 30' + 19' 49' (4 1'> 36' (3.2'7 COPYRIGHT 2010 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. DRAWING INDEX Al COVER PAGE, LOCATOR MAP, 51TIE PLAN, DRAWING INDEX, AND PROJECT SPECIFICATIONS A2 FOUNDATION PLAN, FOOTING DETAIL6, AND PUM15ING RISER DIAGRAM A3 FLOOR PLAN, TYPICAL WALL 5 CTION, AND HEADER 5CHEIDULE A4 ELEVATION5 A5 ROOF PLAN AND LINTEL SCHEDULE A6 ELECTRICAL PLAN AND RISER DIAGRAM Al TRU66 LAYOUT A43 ENGINEERING NOTE5 AND D TAIL5 Dice" , INC, VCs 1350 PARK DIRIVE CA56ELBEfRfRY, PL1 I A 32101 321-663-1371 DP5,0 16YAHO0,CCDM STEPHEN . COLD AfR 0010041 1341 50 GRANT 6TRr=r=T OFFICE. (321) 220-422 FAX: ( 1) 034— 2 MC `, HKM GENEfRAL R A.. _ 6ANPORD, PLOIRIDA 32111 401-321-4&16 I, �k s rtl •, 3,•� .' 0 t n yi f t:. � 4. * J v li 0— ra v t St 5 •, t; > r res t� NEW ONE STORY CMU 51NGLE FAMILY RE51DENCE, OCCUPANCY: 11311 CONSTRUCTION TYPE: 11 V1 11 pE6IGN CODES: - FLORIDA 13UII.pING CODE 51X7H EDITION (2011) - FLORIDA RESIpENilAl. BUILDING CODE 51XTH EDITION 1201 FLORIDA PLUM5ING CODE SIXTH EDITION (2011) I - FLORIDA MECHANICAL CODE 51XiH EDITION (2011) � 2014 N,4tI0NA1. ELECTRIC COpE (NC) STRUCTURAL LIVE LOADasI CHAPTER 16, Fs.C, 20`11:PER F,E3,C, 2011, CHAPTER 1� FLOORS 40 PSF BASK WIND SPEED i39 5aL.coNlE5 DECKS 40 PSF 40 F5F C3 vkCONO GUST) STAIRS 40 PSF WIND IMPORTANCE FACTOR 1 ROOFS SL.EEPINC ROOMS 20 PSF 30 P5F 5UILIDING CATEGORY 2 HA51TA5LE ATTICS lU/ FIXED STAIRS 30 PSF WIND EXPOSURE 5 ATTIC 11110 STORAGE ATTIC W1 U11 / LIMITED STORACzE to P5F 20 P5F INTERNAL PRE55URE: COEF,. ,Ol5 GUARDRAILS AND HAND RAILS 200 PSF COMPONENTS 4 CLADDING 30,5 PSF GUARDRAILS AND HAND IN -FILL COMPONENTS 200 F5F U) ROOMS OTHER THAN SLEEPING ROOMS 40 P5F 5 55deg, 04'v34" E 109,98' (M) �o`1;3' 5 55deg, 00' 0011 E 110,00' (P) Q' X 104,4 X 104,9 DRAIN DRAIN - l II04.( X 104.4 !` T ( X 103.9 X ,--------- -----------------i�-" 51D� 5�Tl3AGK 104 9 X ' X 104 4 PROP05E0 35'-011 W, X 55'-O" D, l V 2X (EL, CD l 04 ' -� OL l ' ® z M ®z1 ® LOT: 11 d> 0 L1J U) < LL n L LLM �Q� M <0 CD C 1 105,0 104.(o' m 104.9 rl 0- LL X; X �— as l U) DRAIN O :Z :Z: r r r ' 301-0" ' z ' 104.9 X PROP05E0 35'-011 W, X 55'-O" D, ONE STORY CMI - 51NGLE FAMILY RE51DENCE V 2X (EL, CD 551-0.. 04 0z W �V -------------------------------- 1 1 " -(SIDES!=,BACK ' - r � r 104,`1 104.4 p� RAIN DRAIN ,�•� 103,9 N 85deg. 00' 00" W 110,34' 1 N 55deg, 00'00" W 110,00'(P) Now SYMf3OL5 X PROP05ED GRADE LEGAL DESCRIPTION: °F LOT 11, BLOC 1, FAIRVIEW, A 6U5DIY1510NA5 RECORDED IN PLAT 500K 41 PAGE 11, 5LIC CORD5 OF 5EMIN9L�-Ce,0UNTY, FLORIDA, NOTE: V ODGI INC, 4 STEPHEN COLD A55UME5 NO RE5PON515ILITY FOR IT'5 ACCURACY, THE OWNER AND CONTRACTOR ARE TOTALLY RE6PO515LE FOR PLACING THE 5UILLDING ON THE PROPERTY AND MEETING ALL REQUIRED SET PACKS, ODGI INC., 4 STEPHEN COLD NO RE5PON515ILITY FOR SEPTIC DESIGN AND LOCATION, J t, LOT GRADING; TYPE A - �•�av='�r�� ALL DRAINAGE 'ro Sl'RE ET SAIipl,t CGMNUTAHUN !JF GRADING CONTROL LINE A -F FOR A 60' LOT UN AN RE: SULI'S USING p, "3 SjRE:E'j" NI'TII 2&" SETBACK, 28' BUILDING DEPTH AND 2% SWA.ES 1% SWAI-FS A Curb -tap on lot-lirre exAvvision at high lot corner A -D Purlomy ;lupe, I2' gross and waik at 1/4'/Ft. (2%) 3' <Q, 3' Y 3" (I). 3' ) D^C SWe swute- 56' grass, at 1/4'/ft. 42'/,3. . .14 ( 1, 2') 7' (U. 6' ) C atfate turn with 10 aadsust 16' gru at 1/4'/'r t.. 1 cr).'3') ;Q.P D -E Ruar wales 12' gru55 at I/4 /3 t. ?/,}. 3" (p. l') !' (0• I') E -F Protective rvI slope up fron night -point qF swaies . 6' (U. 3' ) 6' <G.3' ) -" 4o-tot41 A -F Froii curb -top to ground ut rwar bus losing wet t. . 30' Q. 5') 19, (1. 6' ) Minimum r i e 6rom r-urki - top to stab Floor, :ICJ" + 8* . . . , 30' ( 3, 21 ) i'7" ( 2. 3' ) Minimum rise for good Floor using 8' joist:;, 30' = 19' 49' C4. l'} 38" (13..2') COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. Al COYER PAGE, LOCATOR MAP, SITE PLAN, DRAWING INDEX, AND PROJECT SPECIFICATIONS A2 FOUNDATION PLAN, FOOTING DE'T'AILS, AND PUM5ING RISER DIAGRAM A3 FLOOR PLAN, TYPICAL WALL SECTION, AND DEADER SCHEDULE A4 ELEVATIONS A5 ROOF PLAN AND LINTEL SCHEDULE Aro ELECTRICAL PLAN AND RISER DIAGRAM Al TRUSS LAYOUT A8 ENGINEERING NOTES AND DETAILS Ulllljjll� ODG, INC. 1350 PARK DRIVE CASS L BERRY, FLORIDA 3210-1 321-��3-193-1 rDP.00�1�''Ir,��10®,COM STEI=HEN R. COLS/ AR 0010041 1341 5, GRANT STREET LON WOOD, FLORIDA 321ro0 OFFICE; (321) 220-4225 FAX-, (401) 034-9926 5tsysccId,Qm1nd5pr1n .00M RECORD COPY KIRK MC K INN ION HKM GENERAL CONTRACTORS 2464 SOUTH SANF=ORD AVENUE SANF'ORD, FLORIDA 32-1-11 PHONE; 40-1-321-461(o 714 f"u� tt,"9 4§10 0 S - A a A AAAA '1 /c, A O®) Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGIM Revised: 30 MAY 2018 STEPHEN R. COLD AR 0010041 0 <� L V 2X CD Z 04 0z W LL]M �< ¢� ® z M ®z1 ® o U d> 0 L1J U) < LL n L LLM �Q� M <0 CD C co W_j0U) rl 0- LL ®11-1CL �— as U) DRAIN z O I CONGRI=1'E DRIYEWAY ii 6a -A AND WALK p � -T -4 O 25i-0" y� Q t— � U OL O SYMf3OL5 X PROP05ED GRADE LEGAL DESCRIPTION: °F LOT 11, BLOC 1, FAIRVIEW, A 6U5DIY1510NA5 RECORDED IN PLAT 500K 41 PAGE 11, 5LIC CORD5 OF 5EMIN9L�-Ce,0UNTY, FLORIDA, NOTE: V ODGI INC, 4 STEPHEN COLD A55UME5 NO RE5PON515ILITY FOR IT'5 ACCURACY, THE OWNER AND CONTRACTOR ARE TOTALLY RE6PO515LE FOR PLACING THE 5UILLDING ON THE PROPERTY AND MEETING ALL REQUIRED SET PACKS, ODGI INC., 4 STEPHEN COLD NO RE5PON515ILITY FOR SEPTIC DESIGN AND LOCATION, J t, LOT GRADING; TYPE A - �•�av='�r�� ALL DRAINAGE 'ro Sl'RE ET SAIipl,t CGMNUTAHUN !JF GRADING CONTROL LINE A -F FOR A 60' LOT UN AN RE: SULI'S USING p, "3 SjRE:E'j" NI'TII 2&" SETBACK, 28' BUILDING DEPTH AND 2% SWA.ES 1% SWAI-FS A Curb -tap on lot-lirre exAvvision at high lot corner A -D Purlomy ;lupe, I2' gross and waik at 1/4'/Ft. (2%) 3' <Q, 3' Y 3" (I). 3' ) D^C SWe swute- 56' grass, at 1/4'/ft. 42'/,3. . .14 ( 1, 2') 7' (U. 6' ) C atfate turn with 10 aadsust 16' gru at 1/4'/'r t.. 1 cr).'3') ;Q.P D -E Ruar wales 12' gru55 at I/4 /3 t. ?/,}. 3" (p. l') !' (0• I') E -F Protective rvI slope up fron night -point qF swaies . 6' (U. 3' ) 6' <G.3' ) -" 4o-tot41 A -F Froii curb -top to ground ut rwar bus losing wet t. . 30' Q. 5') 19, (1. 6' ) Minimum r i e 6rom r-urki - top to stab Floor, :ICJ" + 8* . . . , 30' ( 3, 21 ) i'7" ( 2. 3' ) Minimum rise for good Floor using 8' joist:;, 30' = 19' 49' C4. l'} 38" (13..2') COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. Al COYER PAGE, LOCATOR MAP, SITE PLAN, DRAWING INDEX, AND PROJECT SPECIFICATIONS A2 FOUNDATION PLAN, FOOTING DE'T'AILS, AND PUM5ING RISER DIAGRAM A3 FLOOR PLAN, TYPICAL WALL SECTION, AND DEADER SCHEDULE A4 ELEVATIONS A5 ROOF PLAN AND LINTEL SCHEDULE Aro ELECTRICAL PLAN AND RISER DIAGRAM Al TRUSS LAYOUT A8 ENGINEERING NOTES AND DETAILS Ulllljjll� ODG, INC. 1350 PARK DRIVE CASS L BERRY, FLORIDA 3210-1 321-��3-193-1 rDP.00�1�''Ir,��10®,COM STEI=HEN R. COLS/ AR 0010041 1341 5, GRANT STREET LON WOOD, FLORIDA 321ro0 OFFICE; (321) 220-4225 FAX-, (401) 034-9926 5tsysccId,Qm1nd5pr1n .00M RECORD COPY KIRK MC K INN ION HKM GENERAL CONTRACTORS 2464 SOUTH SANF=ORD AVENUE SANF'ORD, FLORIDA 32-1-11 PHONE; 40-1-321-461(o 714 f"u� tt,"9 4§10 0 S - A a A AAAA '1 /c, A O®) Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGIM Revised: 30 MAY 2018 STEPHEN R. 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Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. AREA CALCULATIONS LIVING ,,,,,,,,,,,,,,,,,,,,,,,1504 6F GARAGE....................386 5F ENTRY,,,,,,,,,,,,,,,,,,,,,,,,,, 35 6F TOTAL AREA ,..,,,,,,,.„1925 6F (UNDER ROOF GRO55) c . , 060 00 0 P_ C.- ®�) Job No: 18-011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: �,Vv ' `� , STEPHEN R. 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"'I-- �46 . 919 -11 1 � 1190 1,462 To -8-/ ('168") PRECAST - 55 700 _1 9'-4' (1124) PRECAST 8014� 801 1714 2666 S 765 NR 1370 NR NR 71 1 '3765 630 NR NR N R', i, NR 15'--41 ('If,140) PRESTRESSEI) NIRI 6_9"­�_j_"`_"F'P,__50 17 31 P370 2 a 1) a' �'3419_ NR 17'-4" �20811) PRE,37RESSED gr�, ­ ­-- - 310 i\ F? _"­___""_'_­_­__'_­_" 1 53U Fli '950 Fj 1� I'Li "--_-- 1400 11 1800 N R-NR_7 P,,200 '3600 I 191-411 e�8321) 14� Y IT . r NR i IWR NR 4 00 750_1 1090 1400 1720 2030 PRE'STRESSED N,R, ��40 I' R 21'--4"1 PRESTRESSED1 NjR, - 1 "I =IR 3 -'_3 0 NR NR R 940 1340 IR 1780 21ir 22v-1)" (26*9 PRESTRE'SSEN 0 4. P'V"� C'A,'�'E"'T :C !j1I,4TEL$ 0�'4H 11R 570 NR NR 870 12t 0 NR '_0_TF!9"70 -6 1 24v"-04' �2889 PRESTRESSED1 ...... ... f 4'F11 N R i;TR k f R V 7""N '30 240 476 1 121) ion I 1*j5o I irm J95 '-j 409 U" PREPA"-';T & PF1ESTRE5SE,0 U -LINTELS' ...... . ..... UPLIFT LATERAL %-b-rr LENGTH TYI")r. Wih�.-J)UUL VALUE fJY Et)7 FUK UKAik�'� 40 F IE'Lij HUJAH', --- - ---------------------- CHART z Z a_ 8" PF-IECAST W/ 2" Rf'.'.CES,S D0QRJJ­'L1NTFU_,,'1 8U8 BF8 WB-�4T OFI?-2T OF16-21' OF�!U,?, r SF24 --kr 8FW-2 F32-,a'r G 1""'If-TA V T Y ""2 W6 -OR QRFW-U TYPE ...... ERP1,02- t > 6 ORF30 1B 90,95' aRF14-15/1T 20-10"' Q40) PRECAST 727 ?;784 981 51c)O 6407 76,39 885711� 2021 20211 2165 Q12") PlItECAST aPaF) 3c'-_160 'JI65, 4 2 3,7 5219, 341P. 490? 6472 7947 9 4 16 . 1257 1 257 2165 a215 I 602 1550 F058 2566 �075 412,5 5091 6061, 705T' __ -T 2162 1 472 6516 5814 6839 ... . ........... 4'-Q,l WTI) PRECA'ST PREGAs'r . . . .... . ..... 2750 .. 36aO 056T 453F 5L1,64 45 _Eg 938 938 1669 <54") PRECAST -1- 1660 1762 1705 a507 "F3'2'!57 24r, 4010,�� 'j L, �4767 tt, 1LEU -35'25, �406 7�)7 -7 4" (f W) PRECAST 144 f' ow"'�Fp :53r, ge� D" 7 5' ! �4 0 10 �39PQ, 4 CI 4-8 � 11) . 139J 14-17 2050 1 a670 �293 4549 4' 414;;t251 ... .......... 1272�x 5'-10' <70`9 PRECAST 1357 , 9,'� Q, 18 7 -5 25 �Juio -56"T 4 410. 1141 a L !�'QL t92 1 -7, ') FP 6- �_)703 3 3216 3722 70 887 9591K 71-6" <100,7) PRMAS"T 990 91 a 105 1475 -50'r-T 1914 0 / TT �797 1'3245 3� 24C - 59� 65 _1 9'-4' (1124) PRECAST 8014� 801 612' '755 �'dF 1. - 1192 _ff6zjT_TF_'ff6_ i 1-1 i�Lb_ 1 1 1910 7_85�_T_2144, 454 630 (126") PRECAST r 716 V!T8 611 793 10 J9 1 1027 1389 1 126 1_'j4_.T6 1711 �o 9�4 17 31 396 493 (11 1 64) 1 PREC 'AST 666 6 9 6 'f)05' 89) 5 I� 1595 1,1�09 la'96 1515 2198 363 5 1 56 . 400 G.,A 0,1 idi7 1186 1372 <14,4,I) PR ECAST 6,31 486 4. P'V"� C'A,'�'E"'T :C !j1I,4TEL$ 0�'4H 1799� 2086, , '340 494 500M 11IT-4" <1604) PRE'C'AST ',3 4 Q 5 32 841 997 j 30? J95 '-j 409 13�;y 1637, 1897 1 4589 14"-(Y <16EV) PREC AST ;-j U 6 ' 9 2 1?54 1567, r '360 243 295 45V <,176,") PRESTRESSED .2 . 3 228 '-4" Q,'84) PRESTWSSETJ 15 P26 r, ;17 a 582 1_221"� 852 IlliG 677 jQ,7P, - 149 A I. F -T"13 16 7 6 NA, N, R. 3 5 7 '3 /I ­­ . 171-4," mw,) i:)iRt.:s'me:sSED 188 1'9' 44' Qlp) MK­4`41�43 I I I ffp "2, '1�6 2 7 6 '-____.1[__.._.j P, 9 j�` 1 4:41 � 383. 464 401 - -0 -7) 5 56 -7 I . 37, ;00' P 1 736 1 6 7 0 1 715 5 R 9 4 Q� 774 1, . 10 _89 667 I 160 ' UR. N,R. _z 2513 2 0 4 i45 Rit'-.4" (2561) PRESTR,,ESSE"%­ 1�'W' 186 212 F�2 �3(j 47 7 * T1 73 63i 512 807- 590 993; N.R. 172 <264") K 140 RE"','TRE"" 190 11 268 493" 568 -3 SS U 7 771� 9 T7� N'F"' J.61 . ............... .. j I P 7 380 7 :44 _-F_5 515 URI 135 1 P_ 4 IT�G 290 83-3 FL Wih�.-J)UUL VALUE fJY Et)7 FUK UKAik�'� 40 F IE'Lij HUJAH', --- - ---------------------- CHART z Z a_ 8" PF-IECAST W/ 2" Rf'.'.CES,S D0QRJJ­'L1NTFU_,,'1 LINTEL NO, 6PAN _j TYPE LENGTH N LOI G 1""'If-TA V T Y ""2 W6 -OR QRFW-U TYPE ...... ERP1,02- 51-411 > R_ ir !-I URF 1,T_ e 1'8-1n Wm?f -1D ORF30 1B 61-411 aRF14-15/1T 305,13 PW .3 ': : 92 91 904 i380 6_80 4',-4" ('52") PRECAST 1489 1827 341'2- .4%;2 6472 - - 9416 41.16,1 <5411) PRECAST 1449_ 1357 4487 T j 6- -0 0 '5'P5 6264 4 -oll n 341P. 490? 6472 7947 9 4 16 . 1 10878 t" =M"iWQ1'LAAU" 22211, ....... . .. 71 8'.011 TOP OF BLOCK (NORMAL) I 602 1550 F058 2566 �075 3585 P111KCAST 785 ET- __ -T 2162 1 472 6516 5814 6839 V-10"' QW) PREGAs'r 735 79 50 , 0 9 1924 1 2400 2076 14 ��Z I I r A 11 ell -!Z A 1�11 3352- e. 14 11 FL 11 1 4-ck"?n W, &_11111 944141. (V lie, il,�IiE,34PR !�i CX;IAT, 41 Wf5 NOTE: 6EE 6HEET A5, 5ECTION X1 AND X11 X 2x4 E�,L-0A�n a 4,3* '14�t-V', R�AY�5 'r<.4FNAJL. TO, 6,4LILEH t�:.NT> A"4'w' MW z 'f M 41*1'%N V_0' OX;. TYF-1. 0140) 2.4, r -r 24"'lk MYT* of;� iib. '-i"Y-1'�; 'V W/ VV wkt 16'd PIW04-.5,40 L�" Ar -)D 2x4 E�RACIWs 2x4 E5LOCKII,V-T� 48,' 0 4'-0' 04% LU/ (2) Wd 19 6T TFdm E, _-ei Tv�us5f_.e:) w i W 14,�d NAIL6. t-lVrAft,24 4P TYPICAL. DiRECT"rRLJ1"'1't"�',S TO PIVIIRI-'$'� N Tizalp/5 I (Eli) CONINIECTIONIII)ETAIL 907 1677 2V'�.l 2576 3223 3672 45 V -St" <60") PRECAST E322 ............ - - - ­­ - - --- 9Q7 1677 29:),3. 4100 6*730 8177 - 6707 7'--f)" <90') PREXAST (565 a' -O" A,F,F, BEARING/ .51:92 6624 513a 764 7 1 23F�)­_' A,F,F, BEARING/ 9'-W (116') PREdOrr 3 71 1) 28 2179 PRIB q!5q'j-'­ ROOF PLAN . ......... 1/4 .11-011 8" PRECAST W/ 2" RECIHSS DOOR U,t;LINTELS ------ U P L 111F, T LATERAL URF6­11, ID T F I -i V URF30--t - - ------- --- - LENGTT 'r- --watch) ByyP0 Pei, 1244 4112 4967 4'-41 C%?'> PRECAST 994 93p P339 1170 1 4008 4850 T�696 E�fr_eptlr'-'N' ENIF0 Port LW)rljio<;l muot be ri!P�Afcod 2. F'o lWiteAD u t,iW ....... 1192 t'j 1) 7 23it 1 3121 It5 REBAR AT TOr @01 10 60Q, 0 -On 31 PIC �10e;AJt W/ NU�XNIIA�911 515' arj��; t� 4'--6' (54") PRECAS'T -MIN, (1) RCE.0"D ItW� N F r� _M& lfbtoto cni W ncimIna 1 4, C;-nincrota trooe�Tv.j viftv� (C3'1U),pvur A5-nli CW. al mkitaxii rwvt ang"d K1100 Pat, 0513 i! 1455. FE140 30;JG �30'37' 4643 q.1. - -_UT -1-1/2' CLEAR v tv (74fiiv %'k 1172 �3055 3609 4325 f?'Obar proviclod In Pq-'&-_'aAL 1111ujt PqW ABT11 AAPIT:-;, ClFU4Z). Hal. -d reb?j* xr'-Aj�lfttj Vog.� CAI,'Z� 5,-e,v <Ga,,,) PRECA,3'r 113 2 1741 501 501 FILLED WITH GROUT LJ ­ UNFILLED< 419 AR wire pot, 4,PYn1j -5)0, res loddo Oro tcIvtil allownblis I'vad c4l the 896x- 8 -F/;j'�- 1 i_jE2 1 2965 3581. rQUANTITY OF #5 �U' AT -10 t�pa Mor 5. "T .469 469 BOTTOM OF LiNTEL CAVITY soction opo-airlowA 6. M,,ortar pw A,5TM ��2 a P 8'8 2891 34 5' .70") PREQ �S 109�j 16 90 . . . . . .. ............ 4. 6a ro 1�r;4410 km4-tX1,00 rade 40 cx Syeldo 60 fft!Ad re�art; <�80") PRECA!3'T �39? 57� 3107 5, Ao�ldftltvnal Lei tnird I 1Q'M=FPe1a.IVj r -An 1�e k2�j LIEME.F.AL-N M.I.E113"i - - - ----- - ------ - - T 'ROUT 1460, - - - ----- It, 9 15 6 2'309__F'U"0U,5 -35�3 'rovic wrtr 778 19-87 1*-"-" 5 B/1 6 Je Full irx, jr �Wci arrd t;,w.1 jointc "BAR AT OTTOM 13 7 If 10 U41 NIJIM_�PIJAI_ WIDTH _41:5 REL 2, e� wo 111led lintale ao t 7'-6' (90") PRECAST I 2225 LQUANTUTY OF #5 -r two OD reA-.�artb In 3. frouldlaticyl or ftol im*t compltj with &sdr �irr-ItAtol;Awal onWor otrv,,,�tural. cka r 7 2 2 6 9 515 0,m lyl rdoor ma� t�e oubstituted rra . . ...... NOMINAL HFUGIHT OF LINTEL CAVITY I 16") KZECAST REBARAT TOP 4. Lintel* aro nanufacturerd with kAtig afzhn u 'W, C wmo . ...... � but I OM REINFORCING 1 Th& Idemic tor 1114ij ov.,jolvate f'rewil O -A'2 , re at tho aryj a k dalo wilcal tzill r ink, &YJ �)33 F);? 7 1009 V] 6 9 17' M POUO E1.450 t,�. All 4nWo itwuot, or s=ouwA vartical PROVIDED !N LINTEL aar�'v 1041"tablai k:xj ulatiflq tho A-REDUCF VALUE 1JIM'S-Y Foh"R"""ORADE 40 FliELD RE',13AR cz 1';� LtrAcopt lfroxttfl* 11'-4' and kw _�w with a nvvItial halc 11 of a, naliA or taw'ziumd LJW. 'IDTH (VARIES) momarli, ancl lihsar . . ....... 8' NOMINAL W at d-Awau fr6rnn tho of aLrp�o-r%I, 4�. Fwottovi Floold �jdcle=J r4#k;h2r to I:P"p lsvcult�nd at U-160 :wri.tom Of 'V10 11frfA44 cdvtf'�. -f 152' diatmirtor w1ro tkurrups aps (Wl-c�W to t�4 b0tt?-Al $tOwt f0f S%ht,114MC41 15, r�l =171pooRa linteal �vjf.�44 �iot ahimm qwut a4: rea loa d Fre ........... .... ..................... I ;�ill .11 All PjaA9 loacti In Wtt�b Of p�lr 11rejar Foot. COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc.,'is a violation of Federal copyright laws. LINTEL 5FAN -------------- --- - ---------------------- CHART z Z a_ W D W 0 U) con LINTEL NO, 6PAN _j TYPE LENGTH N LOI 4 '(0 ff1(q-05/1T 51-411 > L02 61-411 aRF14-15/1T 0 L03 1(0 I-011 aF20-15/IT 11 1-411 L04 31-211 4 -oll n TOP OF BLOCK HEIGHT5 t" =M"iWQ1'LAAU" 22211, 71 8'.011 TOP OF BLOCK (NORMAL) -J,4'00 P,)F U 61w;' 5F, IZZZZA 11'4' TOP OF BLOCK/FRAMr C4 5, u . ) ).46 "'ENT1511 3,43 T( - U � &yt - 2iM, tLANA.: <X-� (.X;1AefllC.*E 3'4:� TO LINETYPE LEGEND CU`> :V�) .1 4,YE�tWej) (5,C,'rz" e 1j"U") 144 f' ow"'�Fp :53r, ge� D" . . ................ ... . ...... . ............. NEW BLOCK WALL L 0--c-it"; ft-41"PIT. COT $Ilf 17.11, NEW INTERIOR FRAME WALL 4' 414;;t251 F)'I51 4b X, �i INSULATED FRAME WALL ..... . ..... 15"51 ta ---------- -- NOTE: HETAI(o - AT ALL GMU WALL $'-0" A.F.F. BEARING TO TRU55 JUNCTION5 (10) 10d NAIL5 FOR 5INGLE PLY TRU55ES o wrEl".11, 'ro"10 - t (X";+4TS7:A4;r01Q. TO 5C-A1RJ1,V5r UAL'i'.6 .4 P(I)INT,' Ut/ MT612 - AT ALL FRAME CON5TRUCTION 'C' 4TFL1V;T0fR, TO A" TRIIJ556�5 TO TRU55 JUNCTION6 3. 4. P'V"� C'A,'�'E"'T :C !j1I,4TEL$ 0�'4H 11 1 4-ck"?n W, &_11111 944141. (V lie, il,�IiE,34PR !�i CX;IAT, 41 Wf5 NOTE: 6EE 6HEET A5, 5ECTION X1 AND X11 X 2x4 E�,L-0A�n a 4,3* '14�t-V', R�AY�5 'r<.4FNAJL. TO, 6,4LILEH t�:.NT> A"4'w' MW z 'f M 41*1'%N V_0' OX;. TYF-1. 0140) 2.4, r -r 24"'lk MYT* of;� iib. '-i"Y-1'�; 'V W/ VV wkt 16'd PIW04-.5,40 L�" Ar -)D 2x4 E�RACIWs 2x4 E5LOCKII,V-T� 48,' 0 4'-0' 04% LU/ (2) Wd 19 6T TFdm E, _-ei Tv�us5f_.e:) w i W 14,�d NAIL6. t-lVrAft,24 4P TYPICAL. DiRECT"rRLJ1"'1't"�',S TO PIVIIRI-'$'� N Tizalp/5 I (Eli) CONINIECTIONIII)ETAIL 907 1677 2V'�.l 2576 3223 3672 45 V -St" <60") PRECAST E322 ............ - - - ­­ - - --- 9Q7 1677 29:),3. 4100 6*730 8177 - 6707 7'--f)" <90') PREXAST (565 a' -O" A,F,F, BEARING/ .51:92 6624 513a 764 7 1 23F�)­_' A,F,F, BEARING/ 9'-W (116') PREdOrr 3 71 1) 28 2179 PRIB q!5q'j-'­ ROOF PLAN . ......... 1/4 .11-011 8" PRECAST W/ 2" RECIHSS DOOR U,t;LINTELS ------ U P L 111F, T LATERAL URF6­11, ID T F I -i V URF30--t - - ------- --- - LENGTT 'r- --watch) ByyP0 Pei, 1244 4112 4967 4'-41 C%?'> PRECAST 994 93p P339 1170 1 4008 4850 T�696 E�fr_eptlr'-'N' ENIF0 Port LW)rljio<;l muot be ri!P�Afcod 2. F'o lWiteAD u t,iW ....... 1192 t'j 1) 7 23it 1 3121 It5 REBAR AT TOr @01 10 60Q, 0 -On 31 PIC �10e;AJt W/ NU�XNIIA�911 515' arj��; t� 4'--6' (54") PRECAS'T -MIN, (1) RCE.0"D ItW� N F r� _M& lfbtoto cni W ncimIna 1 4, C;-nincrota trooe�Tv.j viftv� (C3'1U),pvur A5-nli CW. al mkitaxii rwvt ang"d K1100 Pat, 0513 i! 1455. FE140 30;JG �30'37' 4643 q.1. - -_UT -1-1/2' CLEAR v tv (74fiiv %'k 1172 �3055 3609 4325 f?'Obar proviclod In Pq-'&-_'aAL 1111ujt PqW ABT11 AAPIT:-;, ClFU4Z). Hal. -d reb?j* xr'-Aj�lfttj Vog.� CAI,'Z� 5,-e,v <Ga,,,) PRECA,3'r 113 2 1741 501 501 FILLED WITH GROUT LJ ­ UNFILLED< 419 AR wire pot, 4,PYn1j -5)0, res loddo Oro tcIvtil allownblis I'vad c4l the 896x- 8 -F/;j'�- 1 i_jE2 1 2965 3581. rQUANTITY OF #5 �U' AT -10 t�pa Mor 5. "T .469 469 BOTTOM OF LiNTEL CAVITY soction opo-airlowA 6. M,,ortar pw A,5TM ��2 a P 8'8 2891 34 5' .70") PREQ �S 109�j 16 90 . . . . . .. ............ 4. 6a ro 1�r;4410 km4-tX1,00 rade 40 cx Syeldo 60 fft!Ad re�art; <�80") PRECA!3'T �39? 57� 3107 5, Ao�ldftltvnal Lei tnird I 1Q'M=FPe1a.IVj r -An 1�e k2�j LIEME.F.AL-N M.I.E113"i - - - ----- - ------ - - T 'ROUT 1460, - - - ----- It, 9 15 6 2'309__F'U"0U,5 -35�3 'rovic wrtr 778 19-87 1*-"-" 5 B/1 6 Je Full irx, jr �Wci arrd t;,w.1 jointc "BAR AT OTTOM 13 7 If 10 U41 NIJIM_�PIJAI_ WIDTH _41:5 REL 2, e� wo 111led lintale ao t 7'-6' (90") PRECAST I 2225 LQUANTUTY OF #5 -r two OD reA-.�artb In 3. frouldlaticyl or ftol im*t compltj with &sdr �irr-ItAtol;Awal onWor otrv,,,�tural. cka r 7 2 2 6 9 515 0,m lyl rdoor ma� t�e oubstituted rra . . ...... NOMINAL HFUGIHT OF LINTEL CAVITY I 16") KZECAST REBARAT TOP 4. Lintel* aro nanufacturerd with kAtig afzhn u 'W, C wmo . ...... � but I OM REINFORCING 1 Th& Idemic tor 1114ij ov.,jolvate f'rewil O -A'2 , re at tho aryj a k dalo wilcal tzill r ink, &YJ �)33 F);? 7 1009 V] 6 9 17' M POUO E1.450 t,�. All 4nWo itwuot, or s=ouwA vartical PROVIDED !N LINTEL aar�'v 1041"tablai k:xj ulatiflq tho A-REDUCF VALUE 1JIM'S-Y Foh"R"""ORADE 40 FliELD RE',13AR cz 1';� LtrAcopt lfroxttfl* 11'-4' and kw _�w with a nvvItial halc 11 of a, naliA or taw'ziumd LJW. 'IDTH (VARIES) momarli, ancl lihsar . . ....... 8' NOMINAL W at d-Awau fr6rnn tho of aLrp�o-r%I, 4�. Fwottovi Floold �jdcle=J r4#k;h2r to I:P"p lsvcult�nd at U-160 :wri.tom Of 'V10 11frfA44 cdvtf'�. -f 152' diatmirtor w1ro tkurrups aps (Wl-c�W to t�4 b0tt?-Al $tOwt f0f S%ht,114MC41 15, r�l =171pooRa linteal �vjf.�44 �iot ahimm qwut a4: rea loa d Fre ........... .... ..................... I ;�ill .11 All PjaA9 loacti In Wtt�b Of p�lr 11rejar Foot. COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc.,'is a violation of Federal copyright laws. z Z a_ W D W 0 U) con LL ow 0 _j Plft N 0 M CID 0 Plft N 0 M > 0 U. n C4 ..... +.-...�,.....-.....+.....,«.,..,..,..,.... .....�... "".' "."t^'""^^, .gyp.°..... ...wsw.x.. • - �7uaa� �ausmzasi+ � �a V-1 - ,RNP .,i .'nL'IDiY7Y7YPrrnx.3 �., ^•xr;Y';4^ff""f^H.YfpY,."; 79iP"9fP7HtY .,SS"'^'•p EWD AMP r) U0V12Q>V I PHASE -re=�a w AL TO 9,p .;ddWkEA�t �gg�yAf¢Ma'a�`Aidi q Ap, 1 n...,...,„'_'_!".",".�. ...... .•••••• ,...•••^....'_^nn....K'"M. , 7i'+j.^t^..'•"'n .... ELECTRICAL # t sat Y f� d5' ssit � ' z �_�._ . .fd�,a'�.... . . c °... P"mow �k#S#7 _ ( °� aR < ' - � '°. � t1A$&jiNWYN�ddY#Si`WPt'.t{{dfkFGJ cn• ti411i;iYNYBA'+4YPdiddAdlSi;51SHSid4Y #DSS }R S"y41t 3bbP#'b',YCYd99PV?i�rilyjIDYC"gCi(C[1ntriCyXL44�t3FY46j.#{F«j61Pf4VP4fM`�},IittYeMif##S§i?iAi9;4ADi4D,'y'Dbi143tLbyts _••rv1,flN..Y"""..+.ww»,w. wrvt f1. n r,ru—Hm r !D,(11 114 ^i, :� l; 114 S 5/ xV 'u 1lr-. .R- To TO 4F AL L.. ,L..a�d'"4t ✓yw'�c'�'i�'ir°"dt.:.� S'.' '°'.i' ,"�. �"I�`t:7''.�q'i a�? � "�.�"+„ w��a.." %.�..�`���;:�`Rw I --- '� ,/ 0it : I s I / I / i .1 ELECTRICAL FLAN 1/4" .11-011 COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. ELECTRICAL LEGEND ELECTRICAL_ celling fan globe COUNT 4 SYMBOL can light 6inch chandelier 19 1 (� ° ° s ° ° fluorescent Ilght 2 x 4 3 J U® , exterior light 1 0 wall mount savoy 1 cable tv outlet 4 ceiling receptacle duplex -»» 1 chime 1 r �J �s 1 doorbell pushbutton 1 Q fan 50 CFM outlet 2 35 50FM yl outlet 220v 2 outlet gfi 4 smoke detector split receptacle 5 3 switch switch 3 way 5 2 3 switch double switch quad � 2 1 switch triple 5 vanity bar light 2 19 JQ A�4 O ♦ Sheet No: ,46 Of: FIGHT 1�. Q q J U® , WM W n r �J �s 1 'I V) Sheet No: ,46 Of: FIGHT u 9 m G2GE 35' 00 1 IN y A1GE COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prier written consent from ODG, Inc. ,is a violation of Federal copyright laws. SHINGLE LOADINGS 139 m.p,h. WIND S1G� EXPOSURE C 5 r 6-3/16" HEEL 4 BRG X13.65 1�" 12 OVERHANG' PLUMB CUT T*"'rf=ICAL TRU55 END ALL BEAMS 5Y OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HU62ro OR HGU52F-2 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE, BEARING HEIGHTS HANDER TAKEOFF 8'-0" HEIGHT z C 2' LL NOTE IT 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER OR 2' TO SUPPORTING: STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE 2' 1-1995 "DESIGN RESPON6I5ILITIE5". ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AMD/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. W NCONVENTIONAL IN4""N1 /OR PERMANENT BRACING 16 2' MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH 16 ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, 2' WOOD TRU55ES RECOMMENDATIONS" (BCSI 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A 5TRAIGHT AND PLUMB POSITION. WHERE No SHEATHING 1S APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRU65ES SHALL BE HANDLED WITH I 21 53 ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SWANS, PITCHES, OVERHANGS, HEEL5 ANS BEARING CONDITIONS. ACCEPTANCE OF 2' TRUSSES WILL BE BUILT PER TH15 LAYOUT. rFL.00R ROOFal! 5ESTRU55ES TRU:A- C55 G 401-321-1440 / 356-8712-5098 / 352-551-4901 LONGWOOD / ORMOND BEACH / MASCOTTE 2' ENT PROPERTIES JOB NAME 1 ELLONV ILL V-2 LOT/BL K/6UBDIV 402 SAN CARLOS SCALE DATE DRAWN BY JOB NUMBER i� 2 M 2' i 2' I� 2 2' I 2' 52 2' I1 2' 2' 21 tt 2 40 rYl i 2' 0 � 2' 1 2' 52 G3 - E GE 2' 2' 151C3rz IN y A1GE COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prier written consent from ODG, Inc. ,is a violation of Federal copyright laws. SHINGLE LOADINGS 139 m.p,h. WIND 12 EXPOSURE C 5 r 6-3/16" HEEL 4 BRG X13.65 1�" 12 OVERHANG' PLUMB CUT T*"'rf=ICAL TRU55 END ALL BEAMS 5Y OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HU62ro OR HGU52F-2 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE, BEARING HEIGHTS HANDER TAKEOFF 8'-0" HEIGHT z C - I1'-4" HEIGHT LL NOTE IT 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING: STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RE6PON5I5ILITIES ARE LIMITED TO THOSE DESCRI13EP IN WTCA 1-1995 "DESIGN RESPON6I5ILITIE5". ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AMD/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. W NCONVENTIONAL IN4""N1 /OR PERMANENT BRACING 16 NOT THE RESPON51BILITY OF THE TRU55 DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH 16 ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING t BRACING OF METAL PLATE CONNECTED WOOD TRU55ES RECOMMENDATIONS" (BCSI 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A 5TRAIGHT AND PLUMB POSITION. WHERE No SHEATHING 1S APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRU65ES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION To PREVENT DAMAGE OR PERSONAL INJURY, ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SWANS, PITCHES, OVERHANGS, HEEL5 ANS BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPON5I1!5ILITY. TRUSSES WILL BE BUILT PER TH15 LAYOUT. rFL.00R ROOFal! 5ESTRU55ES TRU:A- C55 G 401-321-1440 / 356-8712-5098 / 352-551-4901 LONGWOOD / ORMOND BEACH / MASCOTTE CUSTOMER ENT PROPERTIES JOB NAME 1 ELLONV ILL V-2 LOT/BL K/6UBDIV 402 SAN CARLOS SCALE DATE DRAWN BY JOB NUMBER mli(fP T 2011r, Sx4c"• 000 0 a 0 0 0 *'tvc.- 00, Job No: 18-019 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R. COLD AR 0010041 z(• W zell� C) � Q (D z C LL N z C V Sheet No: Of: EIGHT C) o> V O r U. M to Ire e Cie) c Ai4 'A� M Sheet No: Of: EIGHT GENERAL. CONSTRUCTION CRITERIA I REINFORCING STEEL 1, REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A 615, A 161, A 611, OR A 106. II FOOTINGS ANP FOUNDATION: 1. FOOTINGS SHALL BE LFVF7L OR STEPPED SO THAT BOTH TOP AND F30TTOM OF SUCH FOOTINGS ARE LEVEL. THE TDP OF ALL FOOTINGS, EXCEPT MONOLITHIC SLAB -ON -GRADE INTERIOR FOOTINGS, SHALL BE A MIN, OF 6 INCHES BELOW FINISHED GRADE LINE. 2. THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER BARS OR BY BENDING THE BAR. IN BOTH CASES THE MINIMUM BAR LAP 5HALL BE 25 INCHES, 3, A SOIL OR WASTE PIPE OR A BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH OR OTHER APPROVED METHOD. 4, FOOTING DOWEL BARS SHALL BE PROVIDED FOR ALL REQUIRED VERTICAL WALL REINFORCEMENT LOCATIONS. 5, FOOTING DOWEL BARS AT EACH LOCATION SHALL BE SAME SIZE AND QUANTITY AS THE VERTICAL WALL REINFORCEMENT ABOVE. 6, ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND SHALL BE EMBEDDED 5 INCHES INTO a INCH FOOTINGS, AND A MINIMUM OF 6 INCHES INTO ALL OTHER FOOTINGS. DOWEL BARS SHALL LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES, 1. IF 5TEMWALL EXCEEDS 3211, FILL ALL CELLS WITH GROUT AND APPLY (1) 05 VERTICAL 'W 4' O,C', MAX, S, IF STEMWALL EXCEEDS 4a", FILL ALL CELL5 WITH GROUT AND APPLY (l) 05 VERTICAL m 4' O.C. MAX AND (1) "5 HORIZONTAL tv 24" O,C, IN U -BLOCK III CONCRETE, I. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL CONTAIN A MIN. COMPRESSIVE STRENGTH IN 28 DAYS OF 2500 P.6.1. UNLESS NOTED OTHERWISE. 2, USE 4" 2500 P.5,1, CONC, 5LAB W/ 6x6 M 10/10 W,W,M, REINF. OVER . 006 VAPOR BARRIER OR FISERMESH CONC. OVER TERMITE TREATED AND WELL COMPACTED CLEAN FILL, IV MA50NRY: I. MA50NRY UNITS SHALL BE HOLLOW OR SOLID CONCRETE UNITS IN ACCORDANCE WITH ASTM G 90 OR C 145, AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 P.5,1, 2. MORTAR SHALL BE EITHER TYPE M ORS IN ACCORDANCE WITH A5TM C 210, 3. ALL MASONRY WALLS SHALL BE RUNNING BOND OR STACK BOND CONSTRUCTION WHEN MASONRY UNITS ARE LAID IN STACK BOND, 9 GAGE MINIMUM HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO REQUIRED VERTICAL REINFORCEMENT, 51-IAI-L BE PLACED IN BED JOINTS AT NOT MORE THAN Iro" O,C. V CLEANOUT OPENINGS: I. CLEANOUT OPENINGS SHALL BE PROVIDED FOR CELLS CONTAINING 6PLfCED REINFORCEMENT WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT. 2, WHERE CLEANOUT OPENINGS ARE REQUIRED. AN OPENING SHALL BE PROVIDED IN THE BOTTOM COURSE OF THE MASONRY CELL TO BE FILLED. 3, CLEANOUT OPENINGS SHALL HAVE A MINIMUM AREA OF 12 SQUARE INCHES AND A MINIMUM OPENING DIMENSION OF 3 INCHES, VI GROUTING I, GROUT SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/a INCH PLACED AT AN a" TO 10" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2,500 P,5,1, AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C 1019, OR SHALL BE IN ACCORDANCE WITH ASTM G 416, 2, MASONRY PROTRUSIONS EXTENDING 1/2 INCH OR MORE INTO CELLS OR CAVITIES TO BE GROUTED SHALL BE REMOVED FOR GROUT POURS OVER 5 FEET, 3. SPACES TO BE GROUTED SHALL BE FREE OF MORTAR DROPPINGS, DEBRIS, LOOSE AGGREGATES, AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT, VII ANCHOR BOLTS: I. ANCHOR BOLTS ARE REQUIRED AT ALL INTERIOR AND EXTERIOR LOAD BRG, WALLS. 2, ALL ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 611 IN CONCRETE WITH 2" MINIMUM HOOK, UNLESS OTHERWISE INDICATED, ALL ANCHOR BOLTS FOR SILL PLATES, NAILERS ETC„ SHALL BE INSTALLED WITH PLATE WASHERS 2"x2"xl/3", OR 2" DIA, x1/8" THICK ROUND WASHERS, 13OLTS SHALL BE ASTM A301, WASHERS SHALL BE ASTM A36, HOLES IN WOOD PLATES AND WASHERS SHALL BE 9/16" FOR 1/2" BOLTS. 3. INSTALL ANCHOR BOLTS A MINIMUM OF 21" O.C. , AND WITHIN 12 INCHES FROM THE END OF ANY PLATE, AND WITHIN ro INCHES EACH SIDE OF PLATE SPLICES. 4. ANCHOR BOLTS IMPROPERLY ALIGNED OR OMITTED SHOULD BE REPLACED W/ 5/5"x 611 RED HEADS VIII FRAMING 1. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER ATTIC AND TPI AND NATIONAL DESIGN STANDARDS FOR WOOD CONSTRUCTION, 2. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE, OR SOIL SHALL BE PRESSURE -TREATED. 3, SOLID BLOCK ALL J015TS AND RAFTERS AT POINTS OF SUPPORT. 4. PROVIDE E,RAGING IN THE FIRST TWO FRAMING SPACES AT EACH END OF FLOOR SY6TEM, SPACED 4 FEET ON CENTER MAXIMUM. BRACING MEMBERS SHALL BE FULL DEPTH OF JOIST OR TRUSS, 5, WHEN A GABLE ENDWALL EXTENDS FROM THE FLOOR TO THE ROOF SHEATHING AND IS NOT SUPPORTED BY A CEILING DIAPHRAGM, ENDWALL ROOF BRACING SHALL BE PROVIDED PERPENDICULAR TO THE RAFTERS OR TRUSSES IN THE FIRST TWO RAFTERS OR TRUSS SPACES AT EACH END AND SHALL BE SPACED AT Oft, MAXIMUM ON CENTER, BRACING MEMBERS SHALL BE FULL DEPTH OF RAFTERS OR TRUSS TOP CHORDS. IX ROOF TRUSSES: I. TRUSS SPACING 24" O.C. UNLESS NOTED OTHERWISE. 2, REFER TO TRUSS ENGINEERING FOR BRACING OF TRUSS IN ADDITION TO 1-1I6-91 SUMMARY SHEET RECOMMENDATIONS FOR HANDLING INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 3, FOLLOW MANUFACTURE INSTALLATION RECOMMENDATIONS FOR HANGER CONNECTIONS IF HANGERS ARE REQUIRED, 4. SEE PIGGYBACK DETAIL SHEET FOR PIGGYBACK ATTACHMENT IF PIGGYBACKS ARE REQUIRED. 5. IT 15 THE BUILDING CONTRACTORS RESPONSIBILITY TO INSURE TRUSSES ARE INSTALLED CORRECTLY. 6. ALL TRUSSES SHOULD BE ERECTED PLUMB, 1. DO NOT CUT OR DRILL TRUSSES. a. TRUSS MANUFACTURER TO PROVIDE ALL GABLE END TRUSSES WITH INTERMEDIATE STUD MEMBERS 16° O.G, 9, PREFABRICATED STRUCTURAL WOOD ROOF TRUSSES SHALL COMPLY WITH NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, TPI DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRU65E5, AND ATTIC 100. ALL TRUSSES TO BE DESIGNED AND CERTIFIED BY THE TRU65 MANUFACTURERS REGISTERED ENGINEER. 10. AT VOLUME CEILING CONDITIONS, ALIGN TRUSSES TO PROVIDE A SMOOTH AND UNBROKEN INTERIOR WALL SURFACE FROM FLOOR TO CEILING. 11. BRACE TRUSSES DURING ERECTION AND AFTER PERMANENT INSTALLATION PER TRUSS ENGINEERS SPECIFICATIONS. 12. PROVIDE ADEQUATE BRACING AND BRIDGING TO TRUSSES TO RESIST WIND AND OTHER LATERAL FORCES. 13, CONTRACTOR TO VERIFY ALL SPANS AND FLOOR TRU55E5 PRIOR TO ORDERING X FLOOR SHEATHING: I. FLOOR SHEATHING SHALL BE 3/4 INCHES T4G OR EXPOSURE I, C -D SHEATHING GRADE PLYWOOD, OR BETTER 2, INSTALL FLOOR SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING AND STAGGER ALL END JOINTS 1/2 PANEL LENGTH IN ALL ALTERNATE ROWS, 3. INSTALL 2x WOOD BLOCKING AT ALL PANEL JOINTS INSTALL NAILS FOR ALL FLOOR NAILING EDGE CONDITIONS, 4, FLOOR SHEATHING NAILING USE ad NAILS AT 4 INCHES O.C. AT ALL EDGE CONDITIONS AND a" O.G. IN THE FIELD (GLUE 4 NAIL), 5. FOR NAIL GUN USE REPLACE ad NAILS WITH SENCO 2-1/4" X .131 4 PA5ELODE 2-1/4" X ,099 PNEUMATIC NAIL5 MAY BE USED IN LIEU OF ad COMMON NAILS. NAILED 10 4" O.C. EDGES 4 ID 6" O.C. FIELD. XI WALL SHEATHING: 1, WALL SHEATHING SHALL BE 15/3211 EXPOSURE 1, C -D SHEATHING GRADE PLYWOOD, WOOD, 1/2" 2 -M -W OR 2-M-3 OSS, OR BETTER. 2, INSTALL WALL SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING, AND STAGGER ALL END JOINTS 1/2" PANEL LENGTH IN ALTERNATE ROWS, 3, INSTALL 2x WOOD BLOCKING AT ALL PANEL JOINTS INSTALL NAILS FOR ALL WALL SHEATHING NAILING EDGE CONDITIONS. 4, WALL SHEATHING NAILING USE ad CORROSION RESISTANT NAILS AT 4 INCHES O.C. AT ALL EDGE CONDITIONS AND 12 INCHES O.C. IN THE FIELD. 5, FOR NAIL GUN USE REPLACE ad NAIL$ WITH 5ENCO 2-1/4" x .131 4 PASELODE 2-1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF ad COMMON NAILS. NAILED m 4" O.C. EDGES 4 m 611 O.C. FIELD. 6, GYPSUM (FIELD) USE 5d COOLER OR GW554 NAILS a IO.O.C. (EDGE) USE 5d COOLER OR GW554 NAILS a 1" O.C. XII ROOF SHEATHING - 1. ROOF SHEATHING SHALL BE 15/32" EXPOSURE I, C -D SHEATHING GRADE PLYWOOD, 1/2" 2 -M -W OR 2-M-3 OSB, OR BETTER. 2, INSTALL ROOF SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING, AND STAGGER ALL END JOINTS 1/2 PANEL LENGTH IN ALTERNATE ROWS. 3. FASTEN ROOF SHEATHING TO ROOF FRAMING AS FOLLOWS, ROOF NAIL PATTERN: GAE3!_E (I) ZONE I - USE ad RING SHANK NAILS WITH A ,11311 SHANK DIA., 16 TO 20 RINGS PER INCH, MIN, 0,2a11 FULL HEAD 4 MIN. 2" IN LENGTH al 6" O.C. PERIMIETER 412" O,G, IN FIELD (2) ZONE 2 - USE ad RING SHANK NAILS WITH A .113" SHANK DIA., 16 TO 20 RINGS PER INCH, MIN. 0,25" FULL HEAD 4 MIN, 2" IN LENGTH a' 4" O.C. PERIMETER 4 6" O.C. IN FIELD Q' (3) ZONE 3 - USE ad RING SHANK NAILS WITH A ,113" SHANK DIA., 16 TO 20 RINGS PER INCH, MIN. 0.25" FULL HEAD 4 MIN, 2" IN LENGTH m 4" D.G. PERIMETER 4 6" O,G. IN FIELD 4. FOR NAIL GUN USE REPLACE ad NAILS WITH 5ENCO 2-1/4" X .131 4 PASELODE 2-1/411 X ,099 PNEUMATIC NAILS MAY BE USED IN LIEU OF ad COMMON NAILS. NAILED m 4" O.C. EDC3ES 4 m ro" O,C, FIELD. XIII DOORS 4 WINDOWS 1, ALL DOOR AND WINDOW OPENINGS SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS, 2. ALL EXTERIOR DOORS AND WINDOWS TO COMPLY WITH FBG WIND LOAD REQUIREMENTS, XIV GENERAL CONSTRUCTION NOTES: 1. THIS STRUCTURE TO BE BUILT IN STRICT COMPLIANCE WITH ALL GOVERNING MUNICIPAL CODES (CITY, COUNTY, STATE AND FEDERAL) 2, CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS UNKNOWN BY THE DESIGNER AT THE TIME OF PLAN PREPARATION. (FOUNDATION PLAN BASED ON 1500 sq. ft, DE61GN LOAD) 3. CALCULATED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMEN51ON5 4, CONTRACTOR TO VERIFY ALL SEARING LOCATIONS, ALL MEA6UREMENT5, ALL AREA TABULATIONS, AND ALL MATERIALS SPECIFIED WITHIN THESE DOCUMENTS PRIOR TO CONSTRUCTION. 5, STRUCTURAL AND FRAMING MEMBERS INCLUDING MICRO LAMS, GLUE LAMS, STEEL I SEAMS, PLATES, POSTS, FLOOR AND ROOF TRU55E5 AND WOOD I BEAMS, 5UCKET6 AND BRACKETS AND BOLTS, ARE BASED ONLY ON AVAILABLE CATALOG INFORMATION AND ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 6, ALL STRUCTURAL CONCRETE WORK INCLUDING (RETAINING WALLS, PAD FOOTINGS, CONTINUOUS FOOTINGS, STEM WALLS, INTERIOR AND EXTERIOR BEARING POINTS, AND CONCRETE LINTEL 6) ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1, ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON AN "ENCL05ED11 STRUCTURE. ANY BREACH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, DOORS, GARAGE DOORS, ETC - DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY, va" TEXTURED FINISH — 15" FELT BOND BREAK LATH W/ PAPER SACKING MEMBRANE BRIDGE FLASHING MINIMUM R-19 INSULATION INTERIOR GYP, BRD. W/ PER"EAE,LE OR SEMI- PERMEABLE FINISH ELEV, FLASHING /CONTROL JOINT ' • '/ !ELEV.t-•• WODp FURRING STRIP (1X4 OR 1X2) 5/5" TEXTURE FINISH OVER CMU BLOCK •' INTERIOR GYP. BIRD. W/ PERMEABLE OR SEMI- PERMEABLE FIN15H CONC. BLOCK WALL P MEASLE O 5 MI r, ER R E PERMEABLE INSULATION MASONARY DRAINAGE ASSEME3L*T1 SCALE: 3/411 = 1'-0" r 0.091" DIA, x 1.15" T-NAIL5 10 6" O.C. 1 05 VERT BAR IN OR 3/Ira" DfA, x 211 TAPCONS a' 10" O.G. POURED CELL IF SHOWN OR DOOR FRAME TO BLOCK PER MANUFACTURER'S ON FLOOR PLAN SPECIFICATIONS (3) V x 611 WOOD CASING EXPANSION BOLTS METAL THRESHOLD =._ 77 G,M,U, — SOLID CORE DOOR r� FINISH PER/ IAM EXTERIOR DOOR `SILL ELEVATION —! v N.T.S. PROVIDE 1/2" ANCHOR BOLTS OR 5/5" x 1" SLEEVE ANCHORS IN 2" x 6" PT GARAGE DOOR BUCKS 24" O.G. (MIN. 3) — C,M,U.—, FIN15H PER ELEVATION GARAGE DOOR 4 TRACK III x211 TRIM r � r � ig MU%ff <c�r.s•r2irr� i r�� crwcnr cmzas N.T.S. I" x P.T. WINDOW RUCK W/ I" x 2 \ WOOD STOOL 1 "5 VERT BAR IN TAPCONS a 10" O,C, 9INDOW A5 PER POURED CELL IF SHOWN OR 0.091 x 1.15 T -NAILS ro O.C.OC ON FLOOR PLAN C.M.U.--" 71F ELEVATION FINISH PER J74I I5 6 W INDOW5 �- CONC. SILL ELEVATION N,T,S. TOS' PLATE SPLICE PETAIL N.T.S. I NOTE: ALL LAPS MIN, 25" DOWEL LAPPED W/ WALL REINFORCEMENT GROUTED CELL A H "5 CORNER BAR CORNER CONTINUITY OF 15OND 5EAM 4 WALL REINFORCEMENT N.T.S. D,C, NOTE: CLEAN DEBRIS SEFC ANY SEALAN LIQUID APPLI MEMBRANE? LIQUID APPLI MEMBRANE CONTINUOUS FLASHING. FU WOOD SUBST ADJACENT B. PRE -CAST SII TYF, CMU FLASHING DETAIL NTS MINIMUM WALL 4 HEADER STUD REQUIREMENTS LIMITING HEI HTS MAXIMUM HEADER SPAN (FT,) 3' 6' 9' 12' 15' la' SPRUCE PINE FIR 1611 NUMBER OF HEADER 5TUD5 8'-011 SUPPORTING END OF HEADER I• I 1_ 2 1 2 1 2 2 1611 UNSUPPORTED stub NUMBER OF FULL LENGTH STUDS WALL HEIGHT SPACING AT EACH END OF HEADER 121N, 2 2 3 3 3 3 lo' OR LEss 16 IN. 2 2 3 3 3 3 2X5 24 IN. 1 2 2 2 2 2 121N. 2 2 3 4 5 5 GREATER THAN 10' 16 IN. 2 2 3 3 4 4 24 IN. 1 2 2 2 3 3 • THE HEADER STUP SHALL NOT BE REQUIRED IF THE HEADER 15 SUPPORTED BY A SUITABLE FRAMING ANCHOR, $ IMPSON H2,5 OR 2X SYP s $F2,0 32" O,C, 16 O,G, MIN R-19 INSULATION A5 REQ'D SIMPSON H3 OR SPI a' 32" O.C. II II HE7 16 a 4a' lo CMU WALND5L CMU W LL TYj=, KNEE WALL CMU TO FRAME NTS 1 a"MIN STANDARD HOOK 1 1/2" LIMITING HEI HTS OF STUDS SIZE #2 GRADE O,C. SPACING 5LOCKING # OF ROWS MAX, HT, 2X4 SPRUCE PINE FIR 1611 NONE 8'-011 2X4 SPRUCE P INE FIR 16" ONE 101-011 2X4 SPRUCE P INE FIR 1611 TWO 121 -OI' 2X6 SPRUCE P INE FIR 1611 ONE 2X6 SPRUCE P INE FIR 16" TWO 14'-0" 2X6 SPRUCE P INE FIR 12" THREE 16'-O" 2Xa SPRUCE P INE FIR 1611 THREE Ifo' -011 2X5 SPRUCE P INE FIR 1211 THREE 201-011 W ROUTUNLESS $ IMPSON H2,5 OR 2X SYP s $F2,0 32" O,C, 16 O,G, MIN R-19 INSULATION A5 REQ'D SIMPSON H3 OR SPI a' 32" O.C. II II HE7 16 a 4a' lo CMU WALND5L CMU W LL TYj=, KNEE WALL CMU TO FRAME NTS 1 a"MIN STANDARD HOOK 1 1/2" MEED ENT 105-\. MIN, COVE D W Z 0 VERT, REINF, z w IN GROUTED z 00 I]'_ 0 CELL W CLEANOUT U 11 45 M REQ'D FOR Z® W ROUTUNLESS U) Z FOOTING DWL, U) 15 NOT REQ'D. • 251BOVER LAP AB LU EMBEDMENT PER 8606.9.4 STANDARD � FOOTING HOOK REINFORCING W/ 3" MIN, COVER ELEVATION Q GROUTED GELD N,T.S. COPYRIGHT 2018 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws. 1/0" (MIN.) TEXTURED FINISH GALVANIZED PAPERBACKEp METAL LATH WEATHER-RE516TIYE SARRIER(5), INSTALL OVER MTL. FLASHING WOOD STRUCTURAL PANEL METAL FLASHING (OVER NAILING FIN WHERE APPLICABLE) SEALANT METAL F1.-A5HING (UNDER SILL WHERE APPLICABLE) TYF, WOOD FRAMED WINDOW FLASHING W1 TEXT. RNI6H4 NT5 000 O0 .01004 0 e a e 0 V n C v /NC.. OD ■ Job No: 18011 Date: 4 MAY 2018 Scale: AS NOTED Drawn By: KGM Revised: STEPHEN R. COLD AR 0010041 0 Sheet No: Of: EIGHT W D W Z 0 t) z w z 00 I]'_ 0 e1 W 45 M Z® W U) Z U) 0 Sheet No: Of: EIGHT M • 0 Sheet No: Of: EIGHT