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HomeMy WebLinkAbout1660, 1664 Petersen Pl1 Chief CITY OF SANFORD ' �► i NOV 12 2013 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: -1 q 0 Documented Construction Value: Job Address: 1>_ I Historic District: Yes ❑ No 0 - Parcel ID: 1 [-�—�J--I— OOGb-, O�X-7� Zoning: Description of Work: Plan Review Contact Person: :F(-i12ja'c�Cilod Title: - 1 2-yak1(n- +C L Phone: 40`C--" \ _l[) L(` (-7Q Fax:' .5-11[ ;Z E-mail: madOxlYMA'Ol ltQu Property Owner Information Name )L� e. BOADIA I M11 Phone: 40-1-73n-0 —V!)Qa2 Street: V5_6p!�o M l eNd 4- 000 Resident of property? City, State Zip: vuvJO 'EA �.z0-t aQ Contractor Information FName City, State Zip: V9 :ff2'FS0Q State License No.: (� ��k Q15&Q( a (� Architect/Engineer Information Name: ��-"�1Q1�1 L— ya Street: Mit l N lel City, St, Zip: Bonding Company: V4 1 A Address: Phone: 40E- 11'L (20-7'S Fax: Li M -TIVA—LACIT E-mail: Mortgage Lender: N lA Address: PERMIT INFORMATION Building Permit ❑ Square Footage: l QC t0 Construction Type: No. of Stories: a No. of Dwelling Units: Q Flood Zone: K40 Electrical ❑ New Service - No. of AMPS: QOO Mechanical ❑ (Duct layout required for new systems) 3 Lf 300 Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: i I1 ID,j o a� NOV 12 2013 ir7 C#Icf i CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION /f? (7.1- 9. Application No: 14- 30Documented Construction Value: �­' ' ' � Job Address: -I(DOU! _WQO . Historic District: Yes ❑ No a Parcel ID: «-90-30—P:Qt-OOC}- CAM Zoning: Description of Work: Plan Review Contact Person: / AnIod Title.c • I.k IR n Property Owner Information Name kyv�' Phone: 40'1 -'7T -t0 -P_:2)QQa? Street: ��P50 ' nM� l�' 2W * (000 Resident of property? : �Q City, State Zip: 0 V q AM[0t *FA _fz�QIOQ Contractor Information Street: 15�0' _PtT .. - I d.!I Q7TP5— 1110 City, State Zip: lIj II. • I • Architect/Engineer Information Name: Tk_-) Street: kLALA ( N � N l.tll.1 City, St, Zip: �= Bonding Company: W I A Address: Building Permit D Phone: 40-7--TIC-HOO-771 Fax: L4 M 7_7 LA _L_077 E-mail: Mortgage Lender: N i -A Address: PERMIT INFORMATION Square Footage: (C(OR0 Construction Type: ta�!Sd . No. of Stories: No. of Dwelling Units: o? Flood Zone: N-0 Electrical D New Service - No. of AMPS: alc Mechanical O (Duct layout required for new systems) /3 4-f,50 a 00, 9gkD Plumbing O New Construction - No. of Fixtures: I Fire Sprinkler/Alarm 13 No. of heads: q 1,1o1�,O- The Reserve at Hidden Lakd ADJ. ADJUSTABLE DW. DISHWASHER HR. HOUR REF, REFERENCE NC AIR CONDITIONING DNR DRAWER HYD, HYDRANT REINF. REINFORCE (D) (ING) ALT. ALTERNATE DWG. DRAWING N. INCH R.A. RETURN AIR A.B. ANGHOR BOLT DIV. DIV15ION INCL. INCLUDE (ED) (ING) R,f5 ROD AND SHELF ABV, ABOVE ON, DOWN INSUI... INSULATE RM, ROOM A,F,F, ABOVE FIN1511ED FLOOR D5. DOWN5POUr INT. INTERIOR R.O. ROUGH OPE=NING ARGR ARCHITECTURAL ELEC. ELEGIRIGAL KTr. KITCHEN SGH. 56HEDULE AUTO. AUrOMATIG EA. EAGII LAM. LAMINATE 51-11'. 51-IEET A5PH. ASPHALT EQ. EQUAL LAV. LAVATORY 51M, SIMILAR BM. BEAM EQUIP. EOUIPMENT LAUN. LAUNDRY S.G. 50LID GORE BRC. BEARING EXH. EXIIAU5T LVR, LOUVER SGL. SINGLE BE F. BE IHEEN EXI51. EX1511NG LTG. LIGHT ING 5PEG. SPEGIFIGA rION B.L. BUILDING LINE EXT. EXTERIOR LT. L101 -I1' SCS. 5GUARE BILK. BLOCK FIN. FINISH M.B. MACHINE BOLT 51-0. 51ANDARD BLKG. BLOG016 FLR FLOOR MFR. MANUFACTURE (R) 51. STEEL BD. BOARD F.U. FLOOR DRAIN MA5. MA50NR'( 5TOR, STORAGE BOT. BoTToM F.B. FLOOR BREAK M.O. MASONRY OPENING 5TRU6T. STRUCTURAL BLDG. BUILDING FLUOR. FLUORESGENr MAIL. MATERIAL SIM. SIMILAR GAB. CABINET FT. FOOT MAX, MAXIMUM SYS, SYSTEM GPT, CARPET FTG. FOOTING MEGH. MECHANIC (AL) 511 1-G. 51JEATHING GLC. CEILING RIP, FOUNDATION MLD. MEDIUM TEL. TELEPHONE GLC, HT. CEILING HEIGHT FURR, FURRED (ING) MEMB. MEMBRANE W. TELEVISION GEM. GEMENT FUr, FUTURE MTL. METAL TEMP. TEMPERED G1 R. CENTER FR. FRENCH MIR. MIRROR TI IRE5. THRESHOLD G. F. (,LR. CERAIIG TILE CLEAR (ANGE) F.A.U. F.0.5. FORGED AIR UNIT FACE OF STUD MI5G. MIN. M156ELLANEOU5 MINIMUM TJG TONGUE AND GROOVE CLO. CLOSET F.G. FIXED GLASS MLD. MOLDING T4 LINE r.o a TEMP ,T PRESSURE LINE TOP OF SLAB COL, COLUMN F.5. FREE STANDING H.T.5, NOT TO SCALE T.O.P. TOP 0� PLATE GONG. CONCRETE 05T -W -PLACE) F.J. FLOOR JOIST OFF. OFFIGC TYP. TYPICAL COMB, 6OMBU5 TION G.A. GAUGE O.G. ON CENTER T.BM, TOP OF BEAM CMU CONCRETE MA50NRY UNIT GALV. GALVANIZED 0.11.6. OVER HEAD CABINET TPL, TOP PLATE GON51. CONSTRUGTION G.G. GENERAL CONTRAGIOR O.H.D. OVER HEAD DOOR U.O.N. UNLE55 OTHERWISE NOTED CON r. 6ONTINUOU5 OR CONTINUE 6L. GLASS, GLAZING OPG. OPENING VEST, VESTIBULE G.J. CONTROL JOINT GI_. BILK. 6LA55 BL06K OPT. OPTION, OPTIONAL - V.C.T. VINYL COMPOSITION TILE CORR. CORRIDOR GYP. BD. GYPSUM BOARD OB5. OB56URE z V.I.F. VERIFY IN FIELD G.W. GOLD WATER G'(P. GYPSUM PNL. PANEL V.T.R. VENT THROUGH ROOF GER. GERAMIG G.I. GALVANIZED IRON P.BD. PARTICLE BOARD W.G. WATER GL05ET GIR. GIRGLE GNB. G'(P5UM BOARD PL. PLATE WP. WATER PROOFING GLKG GAUL KING HUH. HARDWARE PLMB. PLUMBING wl WITH G.J. GEILING JOIST HDR. HEADER PLWD. PLYWOOD WIN. WINDOW DET, DETAIL H,V.A 6. I-1EATIN(CNENTING/ PVC, POLYVINYL CHLORIDE w/0 WITHOUT DIAD. DIAGONAL AIR CONDITIONING P5.F. POUNDS PER SOUARE FOOT WD. WOOD DIA. DIAMETER HT. (NGT.) HEIGH r P.5.1. POUNDS PER 50UARE INCH NW WASHER AND DRYER DIF. DIFFUSER N.G. HOLLOW GORE P.L. PROPERTY LINE W.I. WROUGHT IRON DIM. DIMENSION H.M. HOLLOW METAL PR. PAIR W.H. WATER NEATER 015P, DISPENSER HORIZ. HORIZONTAL RAD. RADIUS W.R.G.B. WATER RESISTANT DR. DOOR 11.15. HOSE BIBB RECP. REGEP rAGLE GYPSUM BOARD '2-PLEX' LOT 9 / 10 ELEVATION - "MEDITERRANEAN" INDEX FAhl Nc 5_ , AF'C.HITEC.TUF..AL a1=JEETc5 C",5 G<�7YIs. <5HEET A1.0 FOIJNL7ATICN FLAN, 1=(_-)iJNQATI(.�N IJ -ET/ A2.0 MAIN �F_L_00F'.. PLAN, —7 -LOOP, FLAN NOTi A2.1 IJF--'PE �. FL_r )Ol ' F- L AtN, FL._00F FL AN N0 A5.F770NT 4 F='.1K=>HT ELE\/ATION5 A.I7EAFLEFTLE�IATION A5.R'00F F'L A A 4 .(>> JIL1IL_1�)IN(S, Ec;TIC_)N5 A5.0 MAIN FL00F'. ELIEC:T1= 1CAL PLAN— A 1-5.1 LANA1-5.1 F=L0QF- E_ --L E ,T F I C AL fi=='L�\N clE, I (_:AE')INET LAY(-)UT`s STP; JC__ IJIz�).AL 5HEET5 TP71,)55 LAYOUT TRSI L C:)WEFR FL OOR FF�AMIN(5 f --'LAN TF,52 1 UF`PEF, I'.r)(7F FF,)AMINC7 PLAN I, I T 15 THE RESPONSIBILITY OF THE DR HORTON (DREI) 6ONTRACTOR5 TO REVIEW THESE PLANS AND CONTACT PRH WITH ANY GONFLIGr5 PRIOR TO THE BEGINNING AM( WORK. 2., PO NOT 5GALE THE5E DRAWIN65, CONTACT PRH GON5TRUGTION MANAGER WIflI AN'( GONFL IG1­5 IN THE PLANS PRIOR TO BEGINNING ANY WORK, 3, IT 15 TI'IE INTENT THAT MESE DRANING5 BE IN GONFORMANGE WITH THE 2010 FLORIDA RESIDENTIAL GORE 8301, 2008 NEG AND ALL APPLICABLE LOGAL, GOUNTY, 5TATE AND FEDERAL 60PE5, ORDINANCES, LAWS, REGUL.ATION5 AND RESTRICTIVE COVENANTS GOVERNING THE 51TE OF WORK. 4. SEE DRH FOR SCOPE OF WORK AND OR 5PEGIFICATION5 FOR ADDITIONAL INFORMATION, 5. SEE 5HEET 5-1 FOR GENERAL 5TRUGTURAL NOTES. 6. ALL DIMENSIONS ARE FROM FADE OF -I/ BLOCK WALL (OR EDGE OF FLOOR 5LAB) TO FADE OF WALL STUD U,Na -I. ALL INTERIOR WALLS ARE 3!" U.N.O. 8. AIR 6ONDEN5ER GONG. 5LAB TO BE 4" THICK MINIMUM, WHEN PAD 15 NEXT TO LANAI,11 SHOULD BE: SAME LEVEL A5 LANAI, q. ALL WALL 61FIASE5 TO BE GAPPED WITH 05D BOARD AT WALL HEIGHT. 10, FIRE BLOGKING 51 ALL BE INS-rAL.LED IN FLOOR TRU55 WEB5 EVERY 10'-0" II. SEE 5TRUCTURAL SHEET 5-5 FOR WATER INTRU51ON APPLIGATIONS, 12. WATER SHUT-OFF LOCATED IN51DE GARAGE 18" ABV SLAB OPPOSITE H05E BIB LOCATION ON THE EXTERIOR GARAGE WALL. 13. DRYER VENTED TO EXTERIOR THROUGFI ROOF OR THROUGH WALL. 14, WALL SEPARATION BETWEEN GARAGE AND RE5IDENCE AND ATTIC 5PACE TO BE 1/2" GYPSUM BOARD APPLIED TO GARAGE WALL AND GEILING AREA CALCULATIONS PER UNIT UPPER FLOOR LIVING, AREA 9615.F. MAIN FLOOR LIVING AREA 707 S.F. 5TF-UC,TUF'.AL_ DETAILS (I 5TOF'Y) -? '5TFU(_',TUF7AL_ 0ETAILS (I 5TOF,'"r) 55 5TRUC,TUF-ZAL EETAIL5 (I STOR-) 54 STFUC•TUI`-'AL I)LTAILS (I $ 2 STOF-?Y FL 10352, FL 103 54, FL 103 56, FL 10360, FL 10361, FL 10364, FL10365, FL10366, FL11166, FL1116q, FL11463, F-LI1470, FL11475, nATEF? INTRUSION :)ETAILS ?S : TP71,)55 LAYOUT TRSI L C:)WEFR FL OOR FF�AMIN(5 f --'LAN TF,52 1 UF`PEF, I'.r)(7F FF,)AMINC7 PLAN I, I T 15 THE RESPONSIBILITY OF THE DR HORTON (DREI) 6ONTRACTOR5 TO REVIEW THESE PLANS AND CONTACT PRH WITH ANY GONFLIGr5 PRIOR TO THE BEGINNING AM( WORK. 2., PO NOT 5GALE THE5E DRAWIN65, CONTACT PRH GON5TRUGTION MANAGER WIflI AN'( GONFL IG1­5 IN THE PLANS PRIOR TO BEGINNING ANY WORK, 3, IT 15 TI'IE INTENT THAT MESE DRANING5 BE IN GONFORMANGE WITH THE 2010 FLORIDA RESIDENTIAL GORE 8301, 2008 NEG AND ALL APPLICABLE LOGAL, GOUNTY, 5TATE AND FEDERAL 60PE5, ORDINANCES, LAWS, REGUL.ATION5 AND RESTRICTIVE COVENANTS GOVERNING THE 51TE OF WORK. 4. SEE DRH FOR SCOPE OF WORK AND OR 5PEGIFICATION5 FOR ADDITIONAL INFORMATION, 5. SEE 5HEET 5-1 FOR GENERAL 5TRUGTURAL NOTES. 6. ALL DIMENSIONS ARE FROM FADE OF -I/ BLOCK WALL (OR EDGE OF FLOOR 5LAB) TO FADE OF WALL STUD U,Na -I. ALL INTERIOR WALLS ARE 3!" U.N.O. 8. AIR 6ONDEN5ER GONG. 5LAB TO BE 4" THICK MINIMUM, WHEN PAD 15 NEXT TO LANAI,11 SHOULD BE: SAME LEVEL A5 LANAI, q. ALL WALL 61FIASE5 TO BE GAPPED WITH 05D BOARD AT WALL HEIGHT. 10, FIRE BLOGKING 51 ALL BE INS-rAL.LED IN FLOOR TRU55 WEB5 EVERY 10'-0" II. SEE 5TRUCTURAL SHEET 5-5 FOR WATER INTRU51ON APPLIGATIONS, 12. WATER SHUT-OFF LOCATED IN51DE GARAGE 18" ABV SLAB OPPOSITE H05E BIB LOCATION ON THE EXTERIOR GARAGE WALL. 13. DRYER VENTED TO EXTERIOR THROUGFI ROOF OR THROUGH WALL. 14, WALL SEPARATION BETWEEN GARAGE AND RE5IDENCE AND ATTIC 5PACE TO BE 1/2" GYPSUM BOARD APPLIED TO GARAGE WALL AND GEILING AREA CALCULATIONS PER UNIT UPPER FLOOR LIVING, AREA 9615.F. MAIN FLOOR LIVING AREA 707 S.F. TOTAL L,IVINC-i AREA 16100 5.F. PORCH 2(o 5.F. COVERED PATIO 29'7r, CjARAC-E 213 5F. TOTAL UNDER ROOF 1,990 5.F. 9V -6it"ol-I r A , PERM lT Z,5)U / `il-3n l L157 CF: N7ENE�)EE GARAGE DOORS - (GLOFAY.):- KNDOW5 - (MI 'KNDO%VS AND DOORS): GA5EMENT SERIE-5 5500 NON-IMFAGT :�) 5500 NON-IMFAGT F.G. 5EFIES 5500 NON -IMPACT SLIDINO GLASS DOOR - (MI KNI-SOWS AND D, MI SLIDING GLASS DOORS NON-IMFAGT MI SLIDING 62LA55 DOORS NON-IMFAGT 5KNG DOORS--(MASONITE _INTERNATIONAL): MASONITE FIPER6LA55 EXT DOOR SOFFIT - ,(AL51DE.): ALL SHUTTERS - ATRIUM 20 GA GALVANIZED 5HUTTERS 24 GA GALVANIZED SHIUTTEFS FAZRIG SHUTTER5 TILE ROOFING - EAGLE ROOFING FFODUGTS: ATLANTIC SHUTTER SYSTEMS LOUVERED PANAMA HUFRIGANE SHUTTERS SHINGLE - GERTAINTEED GOFF.: ASFHALT R00L=1NG SHINGLF5 STANDING SEAM METAL_ ROOF THOMFSON ARGHITEGTUF,AL METALS e ja ^q,,T,,tAr' . 11 COMP FILE COMMUNITY M_ A ISSUED q.3.0 REVISED '1.13.13 • s cq Va 03 0 .:L- - i m v L.4 _ m Uj 7U G W - w10 o aw a a Cn W aqui p" E, ,a ROOF VENTS - LOMANGO_ �4, FL1527q TILERIDGE (TRV -4) FL14471.1 STRUGTURAL CONNECTORS - SIMFSON: F125550 ALL FL2555, FL10441, FL10444, FL10446, FL16025 FL10447, FL10456, FL10551, FL10655, FL1066"l, FL1034q, n FL 1154x3 FL 10352, FL 103 54, FL 103 56, FL 10360, FL 10361, FL 10364, FL10365, FL10366, FL11166, FL1116q, FL11463, F-LI1470, FL11475, ?S : FL16054 FL11473, FLI14,g6, FL15623, FL15c1O4, FL12703, FL11475, FL -14101, c' FL16155 FLci FL15g75 c FL36q2 TOWERS STEEL ING - F 0%VERS LINTELS: _ ALL FL11535, FL5450, FL311q n FL15272.2 H IDIFOSTATIG VENTS: o SMARTVENT FL5o22.1 FLOODVENT OVERHEAD DOOR FL322.4 a FL150-16.1 CAST -CRETE GORFORATION FL15033� HIGH STRENGTH CONCRETE LINTELS FL15,5.1 p FL'7473 LOTT'S GONGRETE FFODUGTS HIGH STRENGTH CONCRETE LINTELS FL12045 -: cz FL5430.1E' QUALITY FREGAST GO. HIGH .STRENGTH CONCRETE LINTEL 5 FL1-7-74 o FL5444 JAMES HARDIE 51JILDINO FRODUGTS' HAR.DIEFLANK LAP SIDING, HAR.DISHINGLE FI 5q2 v FL5210 e ja ^q,,T,,tAr' . 11 COMP FILE COMMUNITY M_ A ISSUED q.3.0 REVISED '1.13.13 • s cq Va 03 0 .:L- - i m v L.4 _ m Uj 7U G W - w10 o aw a a Cn W aqui p" E, ,a 5✓HEET INDEX - 2 STORY • PLAN DATA s • DWN BY: R.R. • • CHECKED BY: P.P. • • SHEET NUMBER • C S OF Q) Q� C) • 5✓HEET INDEX - 2 STORY • PLAN DATA s • DWN BY: R.R. • • CHECKED BY: P.P. • • SHEET NUMBER • C S OF u 8H -f AIG CONDENSER FAD VERIFY SIZE 4 LOCATION IN FIELD. VERIFY r_ONDEN5ER TO PAD CONNECTION WITH MANX. 4r Uw autLll L as—u tL. EH -{— GONG. PATIO I GONG. PATIO �0 Ail-0 INDICATE5 1 - 15 VERT. REBAR IN 11450NRl' DELL FILLED SOLID W/ CONCRETE, VERT, REINF. SHALL BE HOOKED INTO BEAM A,OVE 4 FTG. BELOW PROVIDE 25' MIN, LAF WHERE SPLICED AND WIRE TOGETHER —} HB Lj F_DENOTLJ ; �� ❑ IN �)❑r'� 4" C❑N❑r❑ ❑EIP [)C❑N AND ❑❑ MEAJU❑❑ IN 6LAD s� w II.2' I'•I' - 2'-a' 3'•a' 2'-a' I' -I' CCF�)5 I (_F3� Baa � CF3 p.p � 2'.3' � 3'.g' � 2�.3, P-1� LF5 ■ ■ e ---IN IN e I IN NJ ■ ■ ■ iNDIGATOPENING — ■ a -- __-_ _ _ -_ ■ r L i7L - -- _ ■ ■ I rIN LLL a�vE - ■ i 1.1/2" D RECE55 FOR — — ❑ 7 — — — — — — I-1/2" D REGE55 FOR I ■ SLIDING GLA55 DOOR C F5 I I I �CF51 5LIDING GLA55 DOOR I I I in -■ � I 1 I I ■ r INDICATES OPENING - J ~ IN WALL ABOVE - r TYP. w LF`i I w r� TO PLUMB WALL FACE I TO PLUMB WALL FACE I I I -■ I I I I �;; I I I I I I ■ 10, I I � I �� _1 -- ❑1 �-_i_ I � ■ ❑ IAV Is I I ❑ ❑ =r LA/ ■ I 0 `/ I W/C I I W/C I--- _ I = —I- `� I ra� I I------ -❑ -I- ------ r- — — — — I -� 04' 6 4 ■ I wLLaRv I I I I I I I I I\41 1 I1 C� l I 1, 1 I I ► _r�� LL 1 ❑❑ �,1 1 1 -� Lu ❑❑ 1 1 - ■ 4'.2' I J_ LU I 4'-2' 4'.6- 1 I ■ ELEVATION AT 0'-0' (A55UMED) I I I 1 4" THICK, 2500 P.S.I. CONCRETE 1 I I i 1 4- 5LAE3 ON GRADE W/ 0X6 WELDED WIPE MJ=SN OR FIBER G��� I - ❑, .4 I I ME51d OVER 6 MIL VAPOR ■ I 1 UARRIER ON CLEAN, WELL- I I I IN 1 COMPAQ IED, GRANULAR FILL. I-1/2' D RECESS CF5 1 L — — FOR DOOR _ ❑ I r CI 1-1/2' D RECESS — FOR DOOR I ■■ _T ■ ■ 1 z.. � ■ `__ ■■ 12'-4' 8' 5' 2' - .. ' - T -10 1 T-10' v. �' 3/4'D REGE55 FOR I GARAGE DOOR _ aa- CFS — <r -- _ I 3/4'D RSS FOR I� ECE GARAGE DOOR ❑ / CF5 LF� a' I' 6' 5' 0' V 2'•4' 21•4' 61,115'-0' 13'-0' a' 0' 6'-0' 13'-0' 42'-0' INDICATE5 1 - 15 VERT. REBAR IN 11450NRl' DELL FILLED SOLID W/ CONCRETE, VERT, REINF. SHALL BE HOOKED INTO BEAM A,OVE 4 FTG. BELOW PROVIDE 25' MIN, LAF WHERE SPLICED AND WIRE TOGETHER —} HB 4 HB 5GALE: 1/4' - 1'•0' Lj F_DENOTLJ ; �� ❑ IN �)❑r'� 4" C❑N❑r❑ ❑EIP [)C❑N AND ❑❑ MEAJU❑❑ IN 6LAD s� w =� v ® ,v Baa � 4 HB 5GALE: 1/4' - 1'•0' fr�aN(� L 11❑ I C._, r-'-Qc.a r IN mac_..HE# tom, IC "w x 20"6 C�UNCa, YONOL17HIC rOIJNI-)ATION N1 (7) 5 -, A , C ONTI NUOU5. EXTEFR IOR (GFI FOJNDATION i�01V?, P 50L0 N1 ('ONC, 5L A5 ON ORAE. SEE G0N5TrWC.,T1ON r)ETAIL AOR A00ITIONAL INFO. 16"W x 12"6 CONC. i'I❑OL1-r4C, FO❑LDATION w/ (2) 5 PEE)AF CONTINLIOLIS. INTEF IOf? NF1 ❑LINI)ATION POUIREF) 50LID W/ CONC. 5L A5 ON GRAL)EE, 5EE CONSTRUCTION G)ETAILS FOIA AI.DC:)ITIONAL INFO. 12°Lu x b"d GONC. MONOLITHIC FOI,I❑)A-rION W/ (1) 15 PE CONrINI.❑��. EXTE ?IOI (G F_ FOUNDATION F'CURCF) CLIC) W/ CONC. SLAB ON G A E. SEE C;O❑S*r❑C'TION LDETAIL5 FOP, AF)LDITIONAL IN=(-'), 24"Lu x 12"d CONC.1-IONOLITAC ❑L❑)A'rION W/ (3) 15 REBAR CONTINIJOU5. INTEL IO LR ;F4 FOUNEDATION POUREE) 50LID ai/ (_:'-ONC;, 5LA5 ON c raAD.SEE CONe'rF'L❑TInN L)ETAILS FOR, 4[)DIT❑NAL INTO. 20°W x 20"d cONC. MONOL ITNIc rOUNE)A'rIoN CW/ (3) 115 C?EDAR CONTINI,10 6. EXT'F�IOF FS FOUNDATION F'OUREC) SLID lu/ CONC. SLA5 ON 5EE: C:ON5TF FICTION E.)ETAIL 5 POP, ADDITIONAL INFO. TO THE BEST OF THE E—NGINEER'5 KNONLEDGE, THF PLANS AND SFEGIFICAI'IONS COMPLY WITH THE MINIMUM REOIJIREMENTS OF THE FLORIDA BUILDING CODE — RE51I7ENTIAL SECTION R501(2010 EDITION) PLANS AND 5PEGIFIGATIONS COMPLY WITH THE FLORIDA BUILDING CODE, 5EGTION 160ri FOR 15cl MPH WIND ZONE (2010 EDITION) THIS DRANING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REOUIREMENTS OF THE FLORIDA EIJILDINS CODE 15 CHANGED. TH15 DRAWING 15 510NE-1_,> AND SEALED FOR THE 5TRUGTURAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELECTRICAL, OR MECHANICAL DETAILS, IF SHOWN, ARE FOR VISIJAL REFERENCE ONLY AND ARE NOT COVERED UNDER THI5 SEAL. NOTE: IT IS THE GON71RAGTOR5 RE5PON515ILITY TO REVIEW ALL DRAWIN05 BEFORE GON5TRUGTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIELE FOR THE STRUGTURAI... INTEGRITY OF THIS FROJEGT ONLY. ANY DISGREF ANGY DETNEEN FIELD CONDITIONS, OTHER DESIGN FROFESSIONALS' SHOP DRAKI 65, CONTRACTORS' BUILDING METHOD5, AND THESE SIGNED AND SEALED 1;)RAWING5 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE GOMMENGEMENT OF GON5TRUG7I0N. GONTRAGTOR TO VERIFY ALL DIMEN51ONS PRIOR TO START OF ANY GONSTRUGTION. THE STRUGTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS, THE 5TRUGTURE5 GROUP 15 RE5FONSIBLE FOR PROPOSED GRANGES TO ORIGINAL STRIJGTURE 51I10M ON THESE PAGES ONLY. THE STRUCTURES GROUP 15 NOT RESFONSIE _E FOR EXISTING STRUCTURAL COMPONENTS. The Structures Group, Inc. Dr, Nick 1Ui. Bradford, F'.E. S.E. FL. Reg. #52585 CA 8956 1711 N. Armenia Ave.nue, #B Tampa, FL 33607 Phone (813)877-3121 Fax (813)875 9320 WW W.St.I'I_lC�l1rE 5—(.irUUp.COn1 COMP FILE COMMUNITY lot . blk ISSUED 9.3.13 REVISED 9.13.13 Lj F_DENOTLJ ; �� ❑ IN �)❑r'� 4" C❑N❑r❑ ❑EIP [)C❑N AND ❑❑ MEAJU❑❑ IN 6LAD DENOTE) ONE 45 VERT, REM FILL cry ❑LID IFR❑M ❑G, TO TIE BEAM ® DEN❑5 ONF "5 VERT. NIEBAR FILL SOLID 9 COLUMN MiE_. fr�aN(� L 11❑ I C._, r-'-Qc.a r IN mac_..HE# tom, IC "w x 20"6 C�UNCa, YONOL17HIC rOIJNI-)ATION N1 (7) 5 -, A , C ONTI NUOU5. EXTEFR IOR (GFI FOJNDATION i�01V?, P 50L0 N1 ('ONC, 5L A5 ON ORAE. SEE G0N5TrWC.,T1ON r)ETAIL AOR A00ITIONAL INFO. 16"W x 12"6 CONC. i'I❑OL1-r4C, FO❑LDATION w/ (2) 5 PEE)AF CONTINLIOLIS. INTEF IOf? NF1 ❑LINI)ATION POUIREF) 50LID W/ CONC. 5L A5 ON GRAL)EE, 5EE CONSTRUCTION G)ETAILS FOIA AI.DC:)ITIONAL INFO. 12°Lu x b"d GONC. MONOLITHIC FOI,I❑)A-rION W/ (1) 15 PE CONrINI.❑��. EXTE ?IOI (G F_ FOUNDATION F'CURCF) CLIC) W/ CONC. SLAB ON G A E. SEE C;O❑S*r❑C'TION LDETAIL5 FOP, AF)LDITIONAL IN=(-'), 24"Lu x 12"d CONC.1-IONOLITAC ❑L❑)A'rION W/ (3) 15 REBAR CONTINIJOU5. INTEL IO LR ;F4 FOUNEDATION POUREE) 50LID ai/ (_:'-ONC;, 5LA5 ON c raAD.SEE CONe'rF'L❑TInN L)ETAILS FOR, 4[)DIT❑NAL INTO. 20°W x 20"d cONC. MONOL ITNIc rOUNE)A'rIoN CW/ (3) 115 C?EDAR CONTINI,10 6. EXT'F�IOF FS FOUNDATION F'OUREC) SLID lu/ CONC. SLA5 ON 5EE: C:ON5TF FICTION E.)ETAIL 5 POP, ADDITIONAL INFO. TO THE BEST OF THE E—NGINEER'5 KNONLEDGE, THF PLANS AND SFEGIFICAI'IONS COMPLY WITH THE MINIMUM REOIJIREMENTS OF THE FLORIDA BUILDING CODE — RE51I7ENTIAL SECTION R501(2010 EDITION) PLANS AND 5PEGIFIGATIONS COMPLY WITH THE FLORIDA BUILDING CODE, 5EGTION 160ri FOR 15cl MPH WIND ZONE (2010 EDITION) THIS DRANING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REOUIREMENTS OF THE FLORIDA EIJILDINS CODE 15 CHANGED. TH15 DRAWING 15 510NE-1_,> AND SEALED FOR THE 5TRUGTURAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELECTRICAL, OR MECHANICAL DETAILS, IF SHOWN, ARE FOR VISIJAL REFERENCE ONLY AND ARE NOT COVERED UNDER THI5 SEAL. NOTE: IT IS THE GON71RAGTOR5 RE5PON515ILITY TO REVIEW ALL DRAWIN05 BEFORE GON5TRUGTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIELE FOR THE STRUGTURAI... INTEGRITY OF THIS FROJEGT ONLY. ANY DISGREF ANGY DETNEEN FIELD CONDITIONS, OTHER DESIGN FROFESSIONALS' SHOP DRAKI 65, CONTRACTORS' BUILDING METHOD5, AND THESE SIGNED AND SEALED 1;)RAWING5 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE GOMMENGEMENT OF GON5TRUG7I0N. GONTRAGTOR TO VERIFY ALL DIMEN51ONS PRIOR TO START OF ANY GONSTRUGTION. THE STRUGTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS, THE 5TRUGTURE5 GROUP 15 RE5FONSIBLE FOR PROPOSED GRANGES TO ORIGINAL STRIJGTURE 51I10M ON THESE PAGES ONLY. THE STRUCTURES GROUP 15 NOT RESFONSIE _E FOR EXISTING STRUCTURAL COMPONENTS. The Structures Group, Inc. Dr, Nick 1Ui. Bradford, F'.E. S.E. FL. Reg. #52585 CA 8956 1711 N. Armenia Ave.nue, #B Tampa, FL 33607 Phone (813)877-3121 Fax (813)875 9320 WW W.St.I'I_lC�l1rE 5—(.irUUp.COn1 COMP FILE COMMUNITY lot . blk ISSUED 9.3.13 REVISED 9.13.13 • FOUNDATION PIAN • FOUNDATION DETAILS • DWN BY: K.R. CHECKED BY: D.D. ,_, • SHEET NUMBER A1.0 • OF • 1. CT 3 0 2013 cry 0i r� 0 `/ ek • FOUNDATION PIAN • FOUNDATION DETAILS • DWN BY: K.R. CHECKED BY: D.D. ,_, • SHEET NUMBER A1.0 • OF • 1. CT 3 0 2013 w C) 0 A/C CONDENSER PAP VERIFY SIZE 3 LOCATION IN FIEL P. VERIFY CONDENSER TO PAD CONNECTION WITH MANUF. 5'-1' 5'-1' 3' 42'•0' 19'•3' 9.61 5'.1' 5'•1' A/C CONDEN5ER PAD VERIFY 517E i L OCArION IN FIELD, VERIFY CONDENSER TO PAP CONNECTION WITH MANUF. w 0 DDI_ DDDDD ov GMIJ WALL. NOTE: ALL CMU MASONRY WALLS GMIJ HALL P/ I" (NOM.) FURRING. RESIST WIND INDUCED SPEAR FORCES. FIRE-RE51STANT CMU WALL W/ 2" (NOM.) FURRING EACH 51DM SHEAR WIND f=RESSURL = 35 PSF DENOTE5 ONE #S VERT. REBAR CELL FILLED 50LIP FROM P70. TO TIL BEAM INT. BEARING FRAME WALL- SEE F=LOOR FLAN FOR HEIGHT. 0 INT. NON-BFf-\RING WALL- SEE FLOOR PLAN FOR HEIGHT. (� INDICATES ACCESSIBLE DOORWAY SHEAR CALCULATIONS ov • • NOTE: ALL CMU MASONRY WALLS DF61C,NFD TO RESIST WIND INDUCED SPEAR FORCES. SHEAR WIND f=RESSURL = 35 PSF ct 2ND FLOOR LEVEL 0 I. FRONT - E3ACK DIRECTION vi U SHEAR FORCE = 24000 L5 SPEAR WALL RE(-�UIRED 24.0 FT SHEAR WALT_ PROVIDED 138 FT SAFETY FACTOR = 515 06 woo U 2. SIDE - SIDE DIRECTION � H SPEAR FORCE = 13500 LB SPEAR WALL REQUIRED - 10.5 F'r SPEAR WALL PROVIDED = 00 FT SAFETY FACTOR = 3.24 IST FLOOR LEVEL I. FRONT - 5ACK DIRECTION SPEAR FORCE = 30940 LD SPEAR WALL RFQUIRED = 39.0 FT SPEAR WALL PROVIDED = 144 FT SAFETY" FACTOR 369 2. SIDE - SIDE DIRECTION '-SHEAR FORCE 31100 LE) SHEAR WALL REQUIRED 31.0 FT SPEAR WALL PROVIDED = 34.0 FT SAFETY FacroR 1.01 MAIN FLOOR PLAN (2) 2" X 12" PRESSURE TREA`r r_) WOOD LE6DER Wl %,`gyp EPDXY AN(-HOR DOLTS 5PA(,E0 o 24" O.G. (TWO ROW5 STA60-ER G-Di PATTERN) INTO MA50NRY/GONGRE-FE WALL.. (6" EMBEDMENT IN GONGRETE W/ 51MP50N 5ET EPDXY). (2) >'' X b" PRE55UPE -TREATED WOOL) L EGDER W/ 5/,3"x+) EPDXY ANCHOR B0L.,r5 SPAGEL) o 24" O.G. (TWO ROW 51"A65ER F�rL) PATTERN) INTO MDONRY/GONGRETE WALL. (6" EME.3EDMENT IN (,'ON(,RE'I'E W/ 51MP50N .)C.T EPDXY). J E,IRU(�`I�UF-,AL- NQ ATTACH wow FpArr1E WALL TO MA50NR)' c l EPDXY ANCHOR BOLD, SPACED @ 24" O.C. (6" EMB'ED. SIMP50N SET EPDXY) (3) 21'X4" D. JACK P05T rrl/ (2) 51MP5ON 1 P2 L5TA24 (D). E3E X-1) CFP (1) SIMPSON HTT4 J (MASONPY/ CCNCPETE) @ BA5E, U.N.O. BLOCK BEAPINC; 50LID, (2) 2"XV WD. HEADE[-� w/ 1/2" PL r', WD. FLITCH PLATE w/ (I)51MP5ON LSTA24 ,) EA. END, �11 SUPPOPT ENDS LIJ/ (3) 2"X4" (MIN. DEPTH) DJD, JACK P05T5 W/ SJMPSON w/ (1) 511'1f'SON HTT4 (MASONPY) Op (U 51MPDN L STA24 (BUD. CREAM) 9 B45FE U.N.O, (2) 2"x12° D, NEADL-F w/ I/2" PLY. D. FLITCH PLATE w/ (2) 5IMPSON L5TA2.4 @ EA. END. (F)UPPORT ENDS w/ (3) 2"X4" (MIN. DEPTH) D. H2 JACK P05D w/ 51R-1P5ON W/ (1) SIMP50N HTT4 (MA50NP ) ORS (2) SIMPSON L5TA24 (IUD. BEAM) /@ 5A5E U.N.O. L I NTrL -(SHFDUL E "X3 Pj'EC,45T LINTEL GFOUTED SOLID w/ LI (U'5 r�EBAP. INSTALL A5 PEr1 COWPUCTION DETAILS ON THE C.ONYRUCTION DETAIL SHEE,r5. 0"XIG" MASOVY COMP051TE 'REAM Czr,OUTE'D SOLD w/ (1) "5 R?EBAP IN \ �PP;ECA5T LINTEL AND KNOCK -OUT BLOCK COUR5E 4DOVE. INSTALL A5 PER CONSTPUCTION DETAILS ON THE CON5TRUCTDN DETAIL 51-1EETS. NOTE: ALL PRECAST/POWEF?BOX LINTELS SHALL BE SUPPORTED DUFING CONCPETE CUBE. TO THE BEST OF THF FNGINEER'S KNOWLFI70- E, THF FLANS AND SFEGIFIGATION5 COMPLY KITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING GODS - RESIDENTIAL 5E, --TION R�01(2010 EDITION) PLANS AND 5PEGIFIGATIONS GOMFLY WITH THE FLORIDA BUILDING GORE, SECTION 160q FOR I3cl MFH %MIND ZONE (2010 EDITION) TH15 DRAWING IS \/ALIO FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING GODS 15 CHANGED. THIS DRAWING IS SIGNED AND SEALED FOR THE 5TRUGTURAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, C-LECTRIGAL, OR MECHANICAL DETAILS, IF 5HOWN, ARE FOR V151JAL REFERENCE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT IS THE GONTRACTOR5 RE5FON51BILITY TO REVIEW ALL DRAWINGS DEFORE CONSTRUCTION 5E6IN5. THE ENGINEER OF REGORiI I._, RESFON5IELF FOR THE STP.UGTURAL INTEGRITY OF THIS FRO-JEG-r ONLY, ANY DISGREFANGY BE-mEEN FIELD CONDITIONS, OTHER DE5167N PROFESSIONALS' SHOP DRAPINGS, GONTRAGTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF REGORE) PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. THE STRUCTURE= GROUF IS NOT RE5FONSIBL E FOR ANY DIMENSIONS. THE STRUCTURES GROUP 15 RE5FON515LE FOR FROPOSED GH/-\NGES TO ORIGINAL STRUCTURE 5HOWN ON THESE FArE5 ONLY. THE STRUGTUF-�;E5 GR<>IJP IS NOT RESPONSIBLE FOR EXISTING STRIJGTURAL GOMFONENTS. The Structures Group, Inc. wem Dr. Nick M. L3radford, P.F. S.L. c FL. Re;. #52585 CA 8956 0 1714 N. Armenia. AVenuc, //D Tampa, FL 33607, Phone (813)877-3421 F'ax (0t3)875-9320 v www -St ructUrca—G1'0I-ip.c0rri e COMP FILE GOMMUNI [Y lot . blk ISSUED 11.3.13 RE V1 SED X1.13.13 e e • MAIN FLOOR PLAN • FLOOR PLAN N0TE5 • DWN BY: R.R. • • CHECKED BY: D.D, SHEE-r NUMBER A2.0 Or • f '*(302013 ov • • 0p Cid 4� �.F ct 0 - xv vi U vi w w0 a v° 06 woo U � H qa0q� h Q 'n m m m a� v n�`�c0� cn • MAIN FLOOR PLAN • FLOOR PLAN N0TE5 • DWN BY: R.R. • • CHECKED BY: D.D, SHEE-r NUMBER A2.0 Or • f '*(302013 • • Cid 4� ct QD cn • MAIN FLOOR PLAN • FLOOR PLAN N0TE5 • DWN BY: R.R. • • CHECKED BY: D.D, SHEE-r NUMBER A2.0 Or • f '*(302013 H4,U I o l) (UJ! 3050-5/1 EGR/r5 3050(-5-H ErF2JE55 3050 5N EG_RE55 wI ) CLI> 3050 51-11 EGRE55 o 1_E(75END rt, -IU WALL. GMU WALL N/ I" (NOM.) FURRING. FIRE-R-S15TANT CMU NAI_I_ N/ 2" (NOM.) FURRING EAOH 51pc PffNOTE5 ONE #5 \/ERT. RF-E3AR DELL FILLED SOLID FROM FTG. TO TIE BEAM INT. 5EARIN6 FRAME HALL- 5cE FLOOR PLAN FOR hIEIGhiT. ® INT. NON-59ARIN6 WALL- SEE FLOOR PLAN FOR hIEIGwIT, _ar RK. Lar OWNERS OWNER'S--. RR. Lei Lei Q� BATH BATH F s L ; L I d1 3'6 12 I1 12 a' 4' GLG. II 36 • V'� �� % LU ` 1� W2) W2 2a6a 2a6a C OWNER'S OWNER'S 9 a SUITE SUITE 2x6lUA_ 2X6 WALL 18425 IfR425 w I I W I.0 W.I.C:y 8' I' 41•1' 3' 9' 4' 1' 4' 1' 3' 9' 4'11 1 2a6a YK 286a T_ -rl U I C. I I I W.I.C. - -- ----- --W.I. <Q V-4' CL r. I t b� II uc 1 a'-4' CLG. Q�� �' BEDROOM 3 I I BEDROOM 3 a -4° CLG.a'-4 CLG. SEE MAIN FLOOR FOR STAIR DATA 5EE MAIN FLCOR FOR STAIR DATA CLI j � \"`I) w C >C) LLu CWJ u 2a6a DN DN Il 2x68 1 -- 4068 PAIR -— -- - IAT 22'� 3.6 CLR I d06a PAIR �, W,ICATRIC V-4' rtr, u� t-- -- FR`?� Xo WALL M1 R o A -a A4.0, — LAy IU/C ~ 42° H.� KNEEUTALL –42' H. KNEEUALL CC UJIG A A i A4.v v w y BATH `�� �' --��TH 2 = v a'-4' G. `� a'- ° CL G. ` 4'-0' 4' 0' 4'-4 3'-1' S' IC' 3'-3' -_ _ h U y F'25 HANDRAIL INSTALLED — — +36' AC)V. STAIR NOSING _ - HANDRAIL INSTALLED a \ +36' Aa`/. 5TAIR N051NG —^' - — — — -- — — -- - OR LANDING OR LANDING r 401oa PAIR r406a PAIR F— F —� 4' I I C' I I 1 v w LAUNQ ! -1 � � ! ACJNDRY, 6-41 CL . i I 4 CLG. a l jai r BEDROOM 2 L L—I _J BEDROOM 2 =� V-4' CLr. 0'•4' CLr_,. I 16'X36' F.G.16'X3 ° F6. 16°X36' F.G. 16'X36' F.G. (L-1)\ (L (U11�(i.U) UPPER FLOOR PLAN 5C4LE: 1/4' - 1'-6' NA1_l_ 1_E(75END rt, -IU WALL. GMU WALL N/ I" (NOM.) FURRING. FIRE-R-S15TANT CMU NAI_I_ N/ 2" (NOM.) FURRING EAOH 51pc PffNOTE5 ONE #5 \/ERT. RF-E3AR DELL FILLED SOLID FROM FTG. TO TIE BEAM INT. 5EARIN6 FRAME HALL- 5cE FLOOR PLAN FOR hIEIGhiT. ® INT. NON-59ARIN6 WALL- SEE FLOOR PLAN FOR hIEIGwIT, © INDICATES ACC1255151_E2 DOORNAY (3) 2"X4" K), JAC< 1'057 w/ (2) �11�1fi�aC�N L5TA24 (WD. BEAM) OFA (1) 511-' P50N NTT4 (I''IASONF:'i / CONGF�ETE) �@ E)ASE. U.N.O. BLOCK BEARING SOLID. (2) 2"X3" IUD.w/ 1/2" f L i . WD. FLITC.N \f LATE w/ (1) S MI�50N L5T424 @ EA. ENCS. �IIJ 5UFlFO_ PT ENDS U1/ (3) 2°X4" (MIN. DEPTH) UJU. JA(.,K POSTS w/ 511'1P50N w/ (1) SIMPSON HTT4 (1) SI1y1F150N 1_5T424 (UJC), BEAI'l)'@ 54\51H J.N.). (2) 2"X12" W. NEADrF? w/ 1/2" F)L'T. JJD. FLITCH PLATE V (2) 511"IFSON L5T424 '@ EA. END. (H2 --2 SUPPOFlT ENDS Lu/ (3) 2"X4" (MIN. DEPTH) UJD. JACK PO5T5 w/ 51i~1P5ON w/ (1) SIMPSON NTT4 (I'IASONPY) Ohl (2) 51MP`70N L5TA24 (UX). UEAll) �@ BA5E J.N.O. ?)"X?)" PFECM r LINTEL (. POUTED SOL IIS w/ LI (1) # 5 F'E�'�AF:. INSTALL AS PEF' CONSyI'UC;TION DETAIL ON THE CONST _UC•TION DETAIL SHEETS. 8"Xlo" 114C)ONPY COMP051TE BEAM CxI,OUTED SOLID u)/ (1) 15 fREbA1, IN , PF?ECA5T LINTEL AND KNOCK -OUT BLOCK \`2 C;OUF'SE 4F)OVE. INSTALL A5 PEP, CON5TF?LICTION DETAILS ON CON5TPUCTION DETAIL SHEETS. NOTE: ALL PF'ECA5T/F)0WERE3OX LINTELS MALL DE 5UPPOI- TED DUPING CONGF�ETE CUF�E. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA 5UILDING GODS - RESIDENTIAL SECTION R301(2010 EDITION) PLANS AND SPECIFICATIONS GOMFL '( WITH THE FLORIDA 51JILDING GODS, SECTION I&Oci FOP, I�3q MPH KIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REOUIREMENT5 OF THE FLORIDA BUILDING (--ODE 15 GHANGED. THI5 DRANING 15 51r�NED AND SEALED FOR THE STRUG'rURAL PORTIONS OF THE DRAWING ONLY. AFr_WrPEGTUR.AL, ELEGTRIGAL, OR MECHANICAL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT COVERED UNDER THI5 5EAL. NOTE: IT IS THE CON'rRAC'rOR5 RE5FON51BILI7'f TO REVIEW ALL DRAWINGS aE-FORE (ON5TRUGTION BEGIN5. THE ENGINEER OF REGORD 15 RESPONSIBLE FOR THE 5TRIJGTURAL INTEGRIT'( OF THIS PROJECT ONLY. ANY D15CREFANG'f DE"MEEN FIELD GONDITIONS, OTHER Dr51GN PROFESSIONAL 5' SHOP DRAWINGS, GONTRACTORS' 51JILDING METHODS, AND THESE- SIGNED AND SEALED DRAWINGS MIDST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RE(":ORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS FRIOR TO START OF ANY CON5TRUGTION. THE S7RIZCTURE5 GROUF 15 NOT RESPONSIBLE FOR ANT' DIMENSIONS. THE 5TRIJCTURE5 GROUP 15 RESPONSIBLE FOR PROPOSED GHANGES TO ORIGINAL STRUCTIJRE SHOWN ON THESE PAGES ONLY. THE 5TRUGTURF5 GROUP 15 NOT RE5FON515LE FOR EXISTING STRL)GTIJRAL COMPONENTS. The Structures Group, Inc. Dr. Nick QUI. Bradford, P.E,. S.F. FL. Reg. #52585 CA 8956 1711 N. Armenia Avenue, //F3 `Pampa, Fl 33607 Phone (813)377-3421 F'ax (013)075-9320 � www.Structure:�–CTroup.corn e s COMP FILE COMMUNITY lot . blk ISSUED X1.3.13 REVISED 1.13.13 • UPPER FLOOR PLAN - FLOOR PLAN NOTE5 e • • e DWN BY: R.R. CHECKED BY: D.D. e s LLI C] r SHEET NUMBER • U A2.1 U OF 02013 03 I� Q� Cn • UPPER FLOOR PLAN - FLOOR PLAN NOTE5 e • • e DWN BY: R.R. CHECKED BY: D.D. e s LLI C] r SHEET NUMBER • U A2.1 U OF 02013 =�r TXT RAISED BANDING (11/2') 4'Xa' RA15ED BANDING (W) VX4' RAI5ED BANDING b?) m 1 FOAM DETAIL t 6 --t 0 RAISED FOAM (167 RAISED FOAM (65') 2' I. a' DECORATIVE CORBEL 4° BANDING (+; BFAINND.IN2GN[( V RAI, IND V IHR, ND. TECTAAL COMPOSITE ROOF SHINGLE- TTP 6�— IINDOW 0� Fp. TIr. �r _ W r 2N?0 rLR #�_ ,EQ HEEL NpOIU D. HT. 2 DECORATIVE WINDOW SILL DETAI L CSCALE: 1112' MAINTAIN MIN. D15TANGE FOR HURRICANE SHUTTER ATTAGHMENT AS REGJIRED B'( CODE DEGORATIVE FOAM TRIM -SAND FINISH STUGGO FINISH PAINTED TRIM COLOR - DEGORATIVE SHUTTERS WINDOW FRAME MAINTAIN MIN. D15TANGE FOR HURRICANE SHUTTER ATTAGHMENT AS REQUIRED g'( CODE DEGORATIVE SHUTTERS WINDOW FRAME SAND FINISH 5TUGC0 FINISH PAINTED TRIM COLOR DEGORATIVE FOAM SILL MAINTAIN MIN. D15TANGE FOR HURRIGANE SHUTTER ATTAGHMENT AS REQUIRED F3'( GODE C SHUTTER DETAIL -� SCALE: 1/2 : I'-011 a � a w RIM FOAM CORBEL DETAIL SCALE: 11/2 : I'-0' Qa _ 4 WINDOW HD, Ni. FLUSH 6TUCC0 TO MATCH - MAIN BODY FINISH )ECGRATIVE SHUTTER - TTP_ (5EE DETAIL 3/A3.0) FIN. 20 FLR i.O.M. _ WINDOW ND. Hr. RIGHT ELEVATION 5GAL F: 1/4' : 1'-0' - 6:1.2. 12 q5: 12 V RAISED BANDING (+N -------- r----- ---- — — - _ - 2" ---`�� aANDVR ING A155D Y —FYPON aX202 A3.o DECORATIVE LOUVER i ---------------- �� 4'RAI5ED6ANDW6(4I') — — — — — - — — — — — — kJ FFILJII� li-�- ZK) ARCHITECTURAL COMP051fE ROOF 5NIN6LE- TYP. -(J6' BANDING (11.5') BR6. Hr. WINDOW HD. HT, -DECORATIVE SHUTTER - TTP (SEE DETAIL 3/A3.0) -CD4' BANDING (12.0') o/ 12' BANDING (11.0' FIN. 2ND. FLR r.O,M. WINDOW HID, Hr. -COACH LIGHT +12'A,10.6. -(:3)b- BANDING (45') w FRONT ELEVATION SCALE: 1/4' : I'-0° NOTE: FLASHING 5HAL L DE IN5TALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WALL HEIGHTS VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRU55 LAYOUTS EXTERIOR FINISH NOTES. Q CEMENT PLASTER FINISH OVER CONCRETE MASONRY SHALL 3E 5/8" THICK TEXTURED PER COMMUNITY 5FECIFICATION5, CEMENT PLASTER FINISH OVER FRAMED WALLS 6HALL aE 1/a' (3 -COAT) TEXTURED PER COMMUNITY SPECIFICATIONS, OVER 45PHAL f IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP o/ EXTERIOR SHEATHING PER STRUCTURAL DRAWING5. LATHE TO DE FURRED OUT FROM BAGK,ING DY AN APPROVED ME fHOD, FE3G 8103.6. FRONT ELEVATIONS: BANDING, MOLDING, COLUMNS 8 TRIM SHALL RECEIVED A SAND FINISH, SEE ELEVATION FOR DEPTH OF RAISED 64NDING. ,44) SIDE 4 REAR ELEVATION: BANDING AROUND WINDOW5 S DOORS MAY BE OPTIONAL 4' SCORED OR OPTIONAL I' RAISED BANDING PER COMMUNITY 5PEG5 -5EE COMMUNITY 5PECIFICATION5 OR CON5ULT EMERALD HOMES CONSTRUCTION MANAGER, .J ROOF COVERING: SEE COMMUNITY SPECIFICATIONS OR CON5ULT EMERALD HOMES CONSTRUCTION MANAGER SEE 5TRUC [URAL 5HEET5 FOR 5HEATHIN6 REGUIREMENT5, TO THF BEST OF THE ENGINEER'S KNOWLF-DGE, THE Ft. ANS AND SPEGIFICATIONS',OMF'I..Y WITH THE MINIMUM REr2IJIREMENTS OF THE FLORIDA BUILDING CODE - FE51DENTIAL 5EGTION R3O1(2010 EDITION) PLANS AND SPEGIFIGATIONS GOMPLI' WITH THE FLORIDA BUILDING (-ODE, SECTION 1601 FOR 151 MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REOUIREMENT5 OF THE FLORIDA PUILDING CODE 15 CHANGED. THIS DRAWING IS SIGNED AND SEALED FOR THE STRUGTURAL PORTIONS OF THE DRAWING ONLY, ARGHITEGTJRAL, ELEGTRIGAL, OR MECHANICAL DETAILS, IF SHOWN, ARE FOR V15UAL REFERENCE ONLY AND ARL' NOT COVER=D UNDER THIS SEAL... NOTE: IT 15 THE GONTRAGTOR5 RE5PON5I_Fl3ILITY TO RE\/IEW ALL DRAWINGS BEFORE GONSTRUGTION BEGINS. THE CNGINEER OF RFGORD IS RESPONSIBLE FOR THE STRIJGTURAL INTEGRITY OF THIS PROJG-GT ONLY. ANY DISGREPANGY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFES51ONALS' SHOP DRAWINGS, GONTRAGTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR. TO THE GOMMENGE-MENT OF GONSTRUGTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GONSTRUGTION, THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE 5TRUGTUR.ES GROUP 15 RESPONSIBLE FOR PROPOSED CHANGED TO ORIGINAL 5TRUGTURE 5HOWN ON THESE PAGES ONLY, THE STRIJGTURES GROUP IS NOT RESPON515LE FOR EXISTING 5TRUGTURAL GOMPONENTS, The Structures Group, Iue. Dr. Nick M. 13racttorcl, P.E;. S.E. FL. Reg. #52585 CA 8956 1714 N. Armenia Avcnue, //F3 Tarnpa, FL 33607 Phone (313)8 7 7-3111 Fax (813)875-932o ww�v.Structur•eS–Gr•ouh.corn FRONT 4 RIGHT ELEVArION5 ELEYArION DETAIL5 • DWN BY: R.R. CHECKED BY: p,p, • `HEET NUMBER A3.0 s OF i) J 3 0 2013 rNi q I o FFQ� N cl� �o m� V1 I�lI�III.� BF�9 a FRONT 4 RIGHT ELEVArION5 ELEYArION DETAIL5 • DWN BY: R.R. CHECKED BY: p,p, • `HEET NUMBER A3.0 s OF i) J 3 0 2013 rNi q I o FFQ� N cl� �o m� 7� C� C� IQ, 07 0 a �j�.�o� P;l w41 l-- X� 4 zap, acv, �HP� 1 E� A Vi FRONT 4 RIGHT ELEVArION5 ELEYArION DETAIL5 • DWN BY: R.R. CHECKED BY: p,p, • `HEET NUMBER A3.0 s OF i) J 3 0 2013 FFQ� cl� 7� C� l-- 1 Vi n • r -I • FRONT 4 RIGHT ELEVArION5 ELEYArION DETAIL5 • DWN BY: R.R. CHECKED BY: p,p, • `HEET NUMBER A3.0 s OF i) J 3 0 2013 ARGHITEGfURAL COMPOSITE ROOF SHIN( DR6 HD, -r iW e� 'IN. NK T.O. ,:AFIND r -Is" HI), W ;G. HT. COW ). HT, I' BANDING l X2.07 12' LANDING (41,0' V. LR = .OM. DOW ). H I. ARCRIEGTURAL COMPOSITE ROOF SHINGLE w SRC. HT. -Ah IUINDOW IRV HD. HT. ��IN. HND. SLR ,; RAISED HEEL ,� IllINDOIU T. -V T.0.5. LEFT ELEVATION 5GALE: I/4' - I'•0' ;F1 Wl iiii I !III! -, mik I -a Q I mi I NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTER6ECTION5, DECK AND WALL INTER5ECTION5, AT GUTTERS, AT ALL GHANGE5 IN ROOF 5LOPE OR DIRECTION, AND AROUND ROOF OPENIN65. WALL HEI6HT5 VERIFY ALL BEARING WALL HEIGHT5 WITH FINAL TRU _55 LAYOUTS EXTERIOR FINISH NOTES. Cl ll ) CEMENT PLA5TER FINISH OVER CONCRETE M45ONRY SHALL BE 5/8° THICK TEXTURED PER COMMUNITY 5PEGIFICATION5, CEMENT PLA5TER FINISH OVER FRAMED WALLS SHALL BE 1/V (3 -COAT) TEXTURED PER COMMUNITY SPECIFICATIONS, OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP o/ EXTERIOR SHEATHING PER 5TRUCWRAL DRAJIN65. LATHE TO BE FURRED OUT FROM (SACKING BY AN APPROVED METHOD, F5C R103.6. (� FRONT ELEVATIONS: BANDING, MOLDING, GOLUMN5 8 TRIM 5HALL RECEIVED A SAND FIN15H. 5EE ELEVATION FOR DEPTH OF RA15ED BANDING. 0 SIDE 8 REAR ELEVATION: BANDING AROUND UJINDOW5 9 DOORS MAY BE OPTIONAL 4' SCORED OR OPTIONAL I' RAISED BANDING PER COMMUNITY SPECS -5EE COMMUNITY SPECIFICATIONS OR CON5ULT r_-MERALD HOMES CON5TRUCTION MANAGER. 5 ROOF COVERING: 5EE COMMUNITY 3PECIFICATION5 OR CON5ULT EMERALD HOME5 CONSTRUCTION MANAGER. 5EE 5TRUGTURAL SHEETS FOR SHEATHING REOUIREMENT5. TO THE BFST OF THE ENGINEER'S KNOWLEDGE, THF PLAN5 ANt7 SFEGIFIGATIONS GOMPLY WITH THE MINIMUM REC�IJIREMENT5 OF THE FLORIDA _IJILDING GORE - RESIDENTIAL SEGTION R5OI(2010 EDITION) PLANS AND SPEGIFIGATIONS GOMPLY WITH THE FLORIDA BUILDING GORE, 5EGTION I6O� FOR 131� MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 \/ALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA QUILDING GORE 15 GHANGEC%. THIS DRAWING 15 SIGNED AND SEALED FOR THE 5TRUGTURAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTRIGAL, OR MECHANICAL DETAIL5, IF SHOWN, ARE FOR VISUAL REFERENCE ONLY AN17 ARE NOT GO\/ERErD UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTORS RESPON5I5ILITY TO REVIEW ALL DRAWINGS BEFORE GONSTRUGTION BEGINS. THE ENGINEER OF REGOR17) 15 RESFON51P1_.F FOR THE 5TRUGTURAL INTEGRITY OF THIS FROJEGT ONLY. ANY DISGF:EPANGY BETNEEN FIELD CONDITIONS, OTHER DESIGN PROFE5SIONALS' SHOT' DRAWINGS, GONTRAGTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE 6ROU6HT TO 'THE- ATTENTION OF THE ENGINEER OF RECORD PRIOR "TO THE GOMME-NGEMENT OF GOND fRUG' ION. GONTRAGTOtR TO VER.IPY ALL DIMENSIONS PRIOR TO STAF7 OF ANY GONSTRUGTION. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR AN'f DIMENSIONS. THE STRUCTURES GROUP 15 RESPON5IBLE FOP: PROPOSED CHANGES TO ORIGINAL 5TRUGTURE .SHOWN ON THESE PAC,,E5 ONLY. THE STF:UGTURES GROUP 15 NOT RESPON515LE FOR EXISTING 5TRUGTURAL COMPONENTS. The Structures Gro Dr. Nick A4. Bradfc d, P.L. FL. flea. #52585 CA 8956 1714 N. Armenia Avenue, Tarnpa, FL 33607 Phone (813)877-3431 Inc. -- #D Fax (813)875-9320 www.Strttc Lures—GrOt.tp.cotir • a COMP FILE COMMUNITY lot. o1k ISSUED x.13 REVISED X1.13.13 • REAR I LEFT ELEVATION5 ELEVATION DETAIL5 DWN BY: R.R. • NECKED BY: D.R • • IEET NUMBER • A3.1 OF s • T��p V1 d) 1 r^cel • REAR I LEFT ELEVATION5 ELEVATION DETAIL5 DWN BY: R.R. • NECKED BY: D.R • • IEET NUMBER • A3.1 OF DWA RAKE WALL DETAIL @ PARTY WALL 5GALE: 3/4' -- 1'-0' 101 -al CMT IN PLACE CONCRETE WALL \—CM.WALL RAKE WALL DETAIL @ TRY PARTY WA QK, HT, 19'-4° "w III LLA cd kn FIRE 5TOP 4'.0- 4'-0' 6A5LE END WALL 6A51LE END NLL cn O nl Cil O O 8 COMP FILE GOWUNITY lot. blk 15!5UEI) 9.5.13 ROOF PLAN He R.R. A'C:K'EYD BY: Ll Q) ROOFPLAN E E TNUMBER .2 • 3 SCALE: 1/4' :1'-0' • F • 1 F T 3 ji 2013 c �b ROOF PLAN He R.R. A'C:K'EYD BY: Ll Q) ROOFPLAN E E TNUMBER .2 • 3 SCALE: 1/4' :1'-0' • F • 1 F T 3 ji 2013 HANDRAILS SHALL NOT BE LE55 THAN �34" OR MORE THAN 38" IN HEIGHT ABOVE THE 5TAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF S�rAIRS. HANDRAILS SHALL BE I I/2" GLEAP. OF ALL AD.JAGENT FIN15H MATERIALS AND ENDS SHALL REFUR'N TO WALL OR TERMINATE IN NEWEL_ POST5 OR SAFE FERMINAL5. HANDRAIL5 51IALL BE 1 1/4"-2" IN GROSS SEGTIONAL DIMENSION, OR APPROVED EQUIVALENT, AND BE SMOOI H WITH NO SHARP EDGES/GORNER5. 5TAIR AND RAILING SUPPLIER INsrALLER SHALL SATISF'( ALL BUILDING DEPARTMENT APPROVAL REOUIREMENTS FOR THE PRODUGT5 THE'( PROVIDE OR INS FALL SHOULD COMPLY W/ 2010 FLORIDA BUILDING CODE GUARDRAIL5 SHALL NOT BE LESS THAN 36" IN HEI(Ali. x >llr OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMEN IAL PATTERN 5UGH TI IAT A 4" DIAMETER Sl -"HERE GANNOT PASS THROUGH. THE TRIANGULAR OPENINGS AT STAIR IOW TREAD, RISER, R BOTTOM SHALL BE SUCH _ U Tl IAT A 6" DIAMETER 5PI IERE GANNO F PA55 THROUGH. HANDRAIL DETAIL N.T.5. MATGI I HEIGHT OF BASEBOARD 51M1PSON LSG OR EG 2x12 NOTCHED 51-F& 1/2 G'YP. BD. AT ALL AND GEILING OF ENC USABLE SPACE UNDE 'JXI7 CTRIUr,FRG 'rYl STRINGER/LANDING TOP DETAIL LEDGER: a MASONRY FINISHED 5URFAGE 3/4" PLYWOOD TREADS • 2X3 LEDGER ATTAGHED TO t MA5. W/ 1/4' X 3' TAPGON5 vi V O.G. 5TA00ERED 3/4" PLYWOOD TREADS LL luw N 1 1� 1� 5/8" PLYWOOD F:15ER5 (T'fPJ 2x12 NOTGHED STRINGER SIMPSOPd 15;0 OR POUAI_�� 51MP50N LU526 OR EQUAL C LANDING TYP.- 2X8 JOIST @ LANDING 1/2" GYP. BD. AT ALL WALLS AND GEILING OP ENGLOSEU USABLE SPADE UNDER 5TAIR 2X12 STRINGERS TYP. 3/4"R F TAPN510N� GAP (TYP 2x8 END JOIST ATTACH 2X8 LEDGER - ��J TO EA VERT 5TUD W/ (3) IhD NAILS ALT LEDGER © WD FRAMED WALL STRINGER/LANDING DETAIL �r w FINISHED 5URPAC,E — 3/4" PLYWOOD READS J D Lu CS 0i 2x12 NOTCHED 5FRINGEP - 5/8" PLYWOOD RISERS 5EGURE NOTGHEO STRINGER TO FOOT W (2) 12d GOM MIN, 5EGURE FOOT TO 5LAE3 w/ I/4",Vx3-I/2" TAPGON5 0 8" o.o ALL 111000 IN OIREGT GONTACT WI I"H GONGRETE TO BE PRESSURE TREATED OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION AS ALLOWED BY GORE. 2X12 SHRIN6ER5 TYP EO. TREADS SEE PLAN qE 5/4 T'(P F EXPAN510N GAP (TY P) FLOOR /STRINGER DETAIL BUILDING SECTION "A—A" SCALE: 1/4' -. 1'-0' a _w COMP FILE COMMUNITY lot , blk ISSUED 11.3.13 REVISED �L13.13 s s BUILDING 6EGrION5 • s Cj DWN BY: R.R. • • HECKED BY: DD. • C� BUILDI NGSECTION 1113®1311 • _HEE NUMBER • A4.0 cll SCALE: 1/4' : 1'-0' > OF • 302013 • s 1 1� 1� Y �i 01) 4 • e BUILDING 6EGrION5 • s Cj DWN BY: R.R. • • HECKED BY: DD. • C� BUILDI NGSECTION 1113®1311 • _HEE NUMBER • A4.0 cll SCALE: 1/4' : 1'-0' > OF • 302013 a ALL ELEGTRIGAL DE51ON AND WORK SHALL BE IN STRICT GOMPLIANGE WITH TILE 2008 NATIONAL ELEG FRIG CODE GENERAI. ELECTRICAL NOTES: 1) PER NEC SECTION 210.I2(B) ALL I5A i 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AF61 PROTECTION. 2) CARBON MONOXIDE PROTEGTION PER FLORIDA 5TATUTE5 553.3b5 (2). TO BE INSTALLED WITHIN 10' OF EVERY 5LEEPIN6 ROOM. 3) PER NEG SECTION 210(B)(4) ALL 15A R 20A, 125V REGEPTACLE5 INSTALLED OUTDOORS MU5T BE GFG1-PROTE61ED. 4) PER NEG SECTION 210(B)(5) ALL 15A 4 20A, 125V REGEPTAGLES IN5TALLED WITHIN 6' OF A SINK (IN NON -DWELLING UNIT OCCUPANCIES-i.e. OUTDOOR SUMMER KITGHEN5 RECEPTACLES) MUST BE 6FC1-PROTE6 TED. 5) PER NEC 5EGTION 406.6(B N I' )A I20A REGEPTAGLES IN A WET LOGATION MUST BE WITHIN AN ENCLOSURE THAT 15 WEATHERPROOF HHEN AN AT [AGHMENT 15 PLUGGED IN AND ALL NUN -LOCKING REGFPTA6I-E5 SHALL BE LISTED A5 WEATHER RE515TAHT, 6) PER NEG SECTION 406.11 IN DWELLING UNI T5, ALL 15A T 20A, 125V RE(,EPTAGLE5 SHALL BE L15TED AS FAMPER-RE515TANT. 1) PER NEG SECTION 800.156 NO LE55 THAN ONE GOMMUNIGATION5 OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT. 8) PER NEG SECTION5 R3.14.3 AND R315.I SMOKE DETEG TORS "TO BE INSTALLED IN5IDE EA 5LEEPING AREA N) PROVIDE 6A5 DROPS AS PER COMMUNITY 10) .JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220v IN NON 6A5 COMMUNITIES, AND IIOv IN COMMUNITIES THAT HAVE GA5 OPTION PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE MAIN FLOOR ELECTRICAL PLAN 5CALF: 114' : 1'-0' [TV—j GABLE TV DATR DATA OUTLET 4 OR 5 BLADE HOSE BIB W/ SHUT OFF VALVE OFF 5WIT0 CONTROLLED + HB HOSE BIB REGE55ED FRACTIONAL HP GA5 KEY FUEL 6A5 W/ 51 -IU TOFF VALVE TELEPHONE OUTLET AT f6" REGE55E0 COMBINATION OF ABOVE FLOOR AND GOUNTER 120V DUPLEX CONVE=NIENCE DUPLEX OUTLET # 120V DUPLEX CONVENIENGE DUPLEX OUTLET AT GOUN TER wf- 120V OR 240V, HEATHERPROOF ON DUPLEX REGEPTAG1-E,W/6,F.1. (�r,F1 6F1 OU] LET 220V OUTLE 120V DUPLEX GONVENIENGE RECEPTACLE, I/2 HOT 120V DUPLEX GEILIN6 MOUNTED SWITGIIE5 3 -WAY SWI FGH 4 -WAY 5WIT6H ELEGTRIGAL PANEL ELEG TRIC METER 6A5 METER NT INTERCOM SPRINKLER PANEL HOME RUN COMP FILE GOMMUNI FY lot . A ISSUED g3.15 REVISED �L13.13 c�Y1 q wq U) N W N 0 vi U v; w N �::l0 03 agg o 110v 10, za adv, s CEILING MOUNTED FAN 4 OR 5 BLADE 5WIT0 CONTROLLED ® REGE55ED FRACTIONAL HP EXHAUST FAN REGE55E0 COMBINATION OF L16H I/EXHAUST FAN 5WITGH CONTROLLED COMBO SMOKE / CARBON MONOXIDE DETECTOR U SMOKE DETECT GR -0- REGE55ED GAN (G� CARBON MONOXIDE DETECTOR HANGIN6 FIXTURE + CEILING FIXTURE 0 SPEAKER tzl DIRECTIONAL EYEBALL CAN 24" FLUORESCENT FIXTURE UNDER UPPER CABINET 0 0 0 0 0 IN6ANDE5GENT BAR LIGHT FIXTURE r'- 48" FI-UORE56ENT 1-16111 FIXTURE 0 24" FLUORE5GENT 1-I61IT FIXTURE FLOOD L16HT SURFACE MOUNTED INLAND. WALL. LIGHT FIXTURE WALL SCONCE m c� c -v J JUNGTION BOX t Q DOOR CHIME v DOOR GHIME PU51T BUTTON , 0 PUSH BUTTON tV T THERMOSTAT ILLUMINATED ADDRESS v, Lu <Q { Q +34" ABOVE T.0.6. COMP FILE GOMMUNI FY lot . A ISSUED g3.15 REVISED �L13.13 c�Y1 q wq U) N W N 0 vi U v; w N �::l0 03 agg o 110v 10, za adv, s MAIN FLOOR ELECTRICAL PLAN oil DWN BY: R.K. • CHECKED BY: D.D. SHEET NWBER A5.0 OF • c!� 7j r'- tdio e MAIN FLOOR ELECTRICAL PLAN oil DWN BY: R.K. • CHECKED BY: D.D. SHEET NWBER A5.0 OF • ALL ELE6 IR16AL 0E5I6N AND WORK 51ALL BE IH 5rRCI COMPLIANCE WITH THE 2008 NATIONAL ELECTRIC GORE O NRAL ELECTRICAL NOTES: 1) PER NEG 5E6TION 210.120 ALL 15A � 20A, 120V BRANCH GIRGUI I'S SUPPLYING OUTLETS REGUIRE AFCI PROTECTION. 2) CARBON MONOXIDE PROTEGT ION PER FLORIDA 51ATUTE5 x-3.885 (2). TO BE INSTALLED NI rHIN 10' OF EVERY SLEEPING ROOM. 3) PER NEG 5EGTION 210.8(5)(4) ALL 15A h 20A, 125V RECEPTA(,LE5 INSTALLED OUTDOORS MUST BE GFGI-PROTECTED. 4) PER NEG 5EGTION 210()(5) ALL 15A 120A,125V REGEPTAGLES INSTALLED WITHIN 6' OF A SINK (IN NON -DWELLING UNIT OCCUPANGIE54e. OUTDOOR SUMMER KIT01EN5 RECEPTACLES) MUST BE GFGI-PROTECTED. 5) PER NEC, SECTION 406.80(1) I5A R 20A RECEPTACLES IN A WET LOCATION MUST BE HII"HIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT 15 PLUGGED IN AND ALL NON-LOCKING RE6EPFA6LE5 SHALL BE L151"ED A5 WEATIIER RE515rANT. 6) PER NEG SECTION 406.11 IN DWELLING UNIT5, ALL 15A If 20A, 125V REGEPTAGLES 51ALL BE LISTED A5 TAMPER-RE515TANr. -1) PER NEG SECTION 800.156 NO LI -55 THAN ONE COMMUNICATIONS OUTLET SHALL 5E IN5TALLED WITHIN EA611 DWELLING UNIT. 8) PER NEG SECTIONS 83,14.3 AND R315.I SMOKE DETECTORS r0 BE INSTALLED INSIDE EA 5LEEPING AREA 11) PROVIDE 6A5 DROPS A5 PER COMMUNITY 10) JUNCTION BOX Al WATER HEATER, RANGE AND/OR DRYER TO BE 220v IN NUN 6A5 COMMUNITIES, AND 110v IN COMMUNITIES FHAT HAVE GA5 OPTION PROVIDE APPROPRIATE REGEPrACI-E PER APPLIANCE ELECTRICAL 5`rM 0L1 iCr=Y TU CABLE TV URiR DATA GUILE Z+��"r HOSE BIB W/ SHUT OFF VALVE ELECTRICAL PANEL —F H6 HOSE BIB GAS KEY NT] FUEL 6A5 W/ SHUTOFF VALVE TELEPHONE OUTLET AF +8" FIXTURE ABOVE FLOOR AND COUNTER 120V DUPLEX CONVENT -316E - QJ DUPLEX OUTLE 120V DUPLEX CONVENIENCE DUPLEX OUTLET AT GUUNIER WP DUPLEX UL E°PFI ON WALL LIGHT FIXTURE GFI GFI OUTLET 220V OUTLET 1.20V DUPLEX CONVENIENCE REGEPTA(,LE,IU HOT 12OV DUPLEX CEILING MOUNTED (:0- SWI TGHE5 s • )WAY 5WITGH 4 -WAY SWITCH ELECTRICAL PANEL 0 0 0 0 0 ELEGTRIG METER GA5 METER NT] INTERGOM SPRINKLER PANEL FIXTURE HOME RUN 1pJ 1` J 0 O 0 CEILING MOUNTED FAN 4 OR 5 BLADE 5WI1 CFI CONTROLLED RECESSED FRAGTIONAL IIP EXHAUST FAN RECESSED COMBINATION OF LI6FIT/EXHAU5r FAN SWIF( H CONTROLLED COMBO SMOKE / CARBON MONOXIDE DErEGTOR SMOKE DETECTOR REGE55FD CAN CARBON MONOXIDE DETECTOR HANGING FIXTURE CEILING FIXTURE SPEAKER (UQ) DIREGIIONAL EYEBALL GAN s • w o 24" FLUORE5CENT FIXTURE UNDER UPPER CABINET" 0 0 0 0 0 INCANDESCENT BAR LIGHT FIXTURE 4(5" FLUORESCENT LIGHT U vi00 j 00 FIXTURE C Cl vi 24" FLUORESCENT LIGHT QJ FIXTURE FLOOD LIGHT F�} SURFACE MOUNTED INLAND, OVaI m0 WALL LIGHT FIXTURE it WALL 5GON6E Cf) C> U JUNG rIoN BOX -© DOOR CRIME �u -� DOOR GI WE PUSH BUTTON v Q PU511 BUTTON UT THERMOS FAT R fn «) ILLUMINATED APPRE-55 UPP E R F LOO R E L E CTR I CAL P LAN �� }64" ABOVE TOG. < w r� SCALE: 114' = 1'-0' �- COMP FILE COMMUNITY lot . blk I SSUEO q.5.13 REVISED x.13.13 s • UPPER FLOOR ELECTRICAL PLAN • DWN BY: R.R. • CHECKED BY: D.D. \ s SHEET NUMBER A5.1 OF • • p � s s • w o c� r mm W � 0 H cm U vi00 j 00 C Cl vi p QJ W OVaI m0 N �u��O IC7 �. N � —i • E— s • UPPER FLOOR ELECTRICAL PLAN • DWN BY: R.R. • CHECKED BY: D.D. \ s SHEET NUMBER A5.1 OF • s • c� QJ s F� N � s • UPPER FLOOR ELECTRICAL PLAN • DWN BY: R.R. • CHECKED BY: D.D. \ s SHEET NUMBER A5.1 OF • DR HORTON HOMES MODEL: 1667 GARAGE LEI1T DR HORTON HOMES MODEL: 1667CtARAGE, LEP7 DR HORTON HOMES MODEL: 1.667 GARAGE LEFT SUBDIVISION: THE RESERVE AT HIDDEN LAKE SEPTEMBER 2013 SUBDIVISION, THE RESERVE AT HIDDEN LAKE SEPT 1'MBER 2013 SUBDIVISION. THE RESERVE NI'HIDDEN LAKE SEPTEMBER 2013 LOT— BLOCK: PG of LOT_ BLOCK: PCIT of KITCHEN 36" UPPEPS' LOT_ BLOCK: PC or KITCHEN 42" UPPERS BATHS 2411 841? 315 HIGH FLUSH ISLAND BAR TOP toll 6 OVERHANG 1---`36" UPPERS" ............. . 36" HIGH FLUSH ISLAND •BAR TOP w116' OVERHANG up ---------- - Ll ................ 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(09-1 1-3)— _ 0 1 -2 1 Ll 2_1 Plan -1 _�i �_. I Scale CABINET LAYO UTA 5CA1E: N.T.S. COMP FILE COMMUNITY Iol. blk • ISSUED q.5.13 REVISED CABINET LAYOUT5 • DWN BY: R.R. p • CHECKED BY: • SHEET NUMBER • CB -1 • OF • Cn 5 pl. 7� CABINET LAYOUT5 • DWN BY: R.R. p • CHECKED BY: • SHEET NUMBER • CB -1 • OF • Cn 7� ISI 4 - lie CABINET LAYOUT5 • DWN BY: R.R. p • CHECKED BY: • SHEET NUMBER • CB -1 • OF • - ARROW INDICATES LUNG DIR. OF PLYWD. O V U OUT LOOKERS 0 24" 0. C. WALE: RT,6 Rlt LW U = 8d rinyshank @ 6" O.C. ON EACH SHEET OF SHEATHING NAILING 6CHF=E)./HIF RIDrE LINE r r r+++ r r r r r r+ r++++++ +� r r r h+++++ r r r r r r �r r+++++ + r r h r + + + h h + h h + + + + + + + + + + + + r h r r r + + + + + + h h h r r h + + + + + + + + + + r + r r + + + + + + + r « r r h r + h + r h + + + + + + r r + + + + + + + + + + + r + h h h h h h++++ t h h h h h+ h r++}+++ +r + h+ h r h r++ fi h++ h h r r h h h+++++++ SCHEDULE- 145 mbh ZONE (MAX) SCALE: N.T. Od RING SHANK 3" O/c- + '.` `+ C:AE LE END WALL OR OR E IIILDIN� END ,ZONE Od RINr� SHANK Q 6" 01r - + /C +`+++++++r+++'+`hr+,F ?d RINC-x SHANK v 0" O/G INTERMEDIATE SHEATHING NAIL PATTERN NOT TO SCALE TYPICAL HUS INSTALLATION 511~ip50N MMTsIa w/ (4)1/4" x 1 1/2" TAp- CON5 INTO TIE BEA ou PETROF1T-MTS ANCHOR TYPICAL META / 14ETA INSTALLATION I TYPICAL NTS INSTALLATION TYPICAL SIMM STS BUILT-UP COLUMN EVERY NAIL E W/1 (5d _J 04' "J" BOLT OR 0 WEDGE ANCHOR JIN. 5" EMBEDMENT TIE HITT I;;' _jff,r- GIRDER TRUSS SIMPSON HYp -�-FILL EVERY NAIL HOLE W/16d NAILS {{ f- 2X TOP PLATE 3/4"0 THRU l BOLT FILL EVERY NAIL HOLE W/16d NAILS 2 X B.U.0 SIMPSON HTr TYP. TYPICAL MTT To 15UILT-UP COL" DETAIL RrEG IIRrED SAMOrY GL.AZING IN HAZARDOUS 2406.3 HAZARDOUS LOCATIONS®Cj��'I ol�� FBC 2406.3 2406.3 THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS AND FIXED AND SLIDING PANELS OF SLIDING (PATIO) DOOR ASSEMBLIES. 2. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE DRAIN INLET. 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 -INCH (610 MM) RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE. 4. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIED IN ITEMS 2 AND .3 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT (0.84 M SQ.). 2. BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 3. TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE PLANE OF THE GLAZING. 5. ALL GLAZING IN RAILING REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE INCLUDING STRUCTURAL BALUSTER PANELS AND NON STRUCTURAL IN -FILL PANELS. 6. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EDGE OF THE GLAZING IS 1) LESS THAN 60 INCHES (1525 MM) ABOVE THE WALKING SURFACE ON THE POOL SIDE, AND 2) WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE WALKING SURFACE ON THE POOL SIDE, THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. " STD. 90' HOOK } OND BEAM I CONT. #5 2"x 4" COLUMNS W/ (1) ROW 2"x 6" OR 2"x 8" COLUMNS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 1/2") (D = 0.162", L = 3 1/2") NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4 -PLY, PROVIDE 1/4" DIA. OPPOSITE SIDES OF THE COLUMN x 5 1/2" LAG SCREWS OR EQUAL 2) ALL NAILS PENETRATE AT LEAST 3/4 (SPACE AS SHOWN FOR 3 -PLY) OF THE THICKNESS OF THE LAST LAMINATION 5) FOR 5 -PLY, PROVIDE 1/4" DIA. 3) FOR 3 -PLY, COLUMN SHALL BE x T' LAG SCREWS OR EQUAL NAILED AS SHOWN FROM EACH SIDE (SPACE AS SHOWN FOR 3 -PLY) (ONE IN"i0 EACH OUTSIDE FACE OF 6) REFER TO NDS SECTION 15.3 Ifl GABLE END TRUSS=�'!, u �'i��• �� (WEBS REMOVED ' ` \` -,•., common 3 at each joist FOR CLARITY) �\ . `\4\�\ X = 8d RING SHANK @ 3" z ;/ O.C. ON EACH SHEET OF PLYWOOD To of sole late to stud, U = 8d RING SHANK @ 6"'��� load for shingle roofs: 25 l5F(15 P5F T/C 10 lSF/G) dead load For the roofs. U.C. ON EACH SHEET OF PLYWOOD 4 ❑ = 8d RING SHANK O 8" T7 O.C. ON EACH SHEET OF PLYWOOD Southern Wellow ed e Continuous header to NAILING SCHED./GABLIE WALE: RT,6 Rlt LW U = 8d rinyshank @ 6" O.C. ON EACH SHEET OF SHEATHING NAILING 6CHF=E)./HIF RIDrE LINE r r r+++ r r r r r r+ r++++++ +� r r r h+++++ r r r r r r �r r+++++ + r r h r + + + h h + h h + + + + + + + + + + + + r h r r r + + + + + + h h h r r h + + + + + + + + + + r + r r + + + + + + + r « r r h r + h + r h + + + + + + r r + + + + + + + + + + + r + h h h h h h++++ t h h h h h+ h r++}+++ +r + h+ h r h r++ fi h++ h h r r h h h+++++++ SCHEDULE- 145 mbh ZONE (MAX) SCALE: N.T. Od RING SHANK 3" O/c- + '.` `+ C:AE LE END WALL OR OR E IIILDIN� END ,ZONE Od RINr� SHANK Q 6" 01r - + /C +`+++++++r+++'+`hr+,F ?d RINC-x SHANK v 0" O/G INTERMEDIATE SHEATHING NAIL PATTERN NOT TO SCALE TYPICAL HUS INSTALLATION 511~ip50N MMTsIa w/ (4)1/4" x 1 1/2" TAp- CON5 INTO TIE BEA ou PETROF1T-MTS ANCHOR TYPICAL META / 14ETA INSTALLATION I TYPICAL NTS INSTALLATION TYPICAL SIMM STS BUILT-UP COLUMN EVERY NAIL E W/1 (5d _J 04' "J" BOLT OR 0 WEDGE ANCHOR JIN. 5" EMBEDMENT TIE HITT I;;' _jff,r- GIRDER TRUSS SIMPSON HYp -�-FILL EVERY NAIL HOLE W/16d NAILS {{ f- 2X TOP PLATE 3/4"0 THRU l BOLT FILL EVERY NAIL HOLE W/16d NAILS 2 X B.U.0 SIMPSON HTr TYP. TYPICAL MTT To 15UILT-UP COL" DETAIL RrEG IIRrED SAMOrY GL.AZING IN HAZARDOUS 2406.3 HAZARDOUS LOCATIONS®Cj��'I ol�� FBC 2406.3 2406.3 THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS AND FIXED AND SLIDING PANELS OF SLIDING (PATIO) DOOR ASSEMBLIES. 2. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE DRAIN INLET. 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 -INCH (610 MM) RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE. 4. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIED IN ITEMS 2 AND .3 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT (0.84 M SQ.). 2. BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 3. TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE PLANE OF THE GLAZING. 5. ALL GLAZING IN RAILING REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE INCLUDING STRUCTURAL BALUSTER PANELS AND NON STRUCTURAL IN -FILL PANELS. 6. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EDGE OF THE GLAZING IS 1) LESS THAN 60 INCHES (1525 MM) ABOVE THE WALKING SURFACE ON THE POOL SIDE, AND 2) WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE WALKING SURFACE ON THE POOL SIDE, THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. " STD. 90' HOOK } OND BEAM I CONT. #5 2"x 4" COLUMNS W/ (1) ROW 2"x 6" OR 2"x 8" COLUMNS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 1/2") (D = 0.162", L = 3 1/2") NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4 -PLY, PROVIDE 1/4" DIA. OPPOSITE SIDES OF THE COLUMN x 5 1/2" LAG SCREWS OR EQUAL 2) ALL NAILS PENETRATE AT LEAST 3/4 (SPACE AS SHOWN FOR 3 -PLY) OF THE THICKNESS OF THE LAST LAMINATION 5) FOR 5 -PLY, PROVIDE 1/4" DIA. 3) FOR 3 -PLY, COLUMN SHALL BE x T' LAG SCREWS OR EQUAL NAILED AS SHOWN FROM EACH SIDE (SPACE AS SHOWN FOR 3 -PLY) (ONE IN"i0 EACH OUTSIDE FACE OF 6) REFER TO NDS SECTION 15.3 Ifl Led er striplrod common 3 at each joist Sole late to joist or l&d common 1611 O.C. blockin , face nail 2.3 structures (ASCE -1.10). 0.1 Wood framing structural members: Southern Yellow Pine li ht metal late connected wood trusses" b� the truss late institute TPl 1,200-f ed, enol g p p 1.4 To of sole late to stud, ]rod common 2 and nailed load for shingle roofs: 25 l5F(15 P5F T/C 10 lSF/G) dead load For the roofs. buildings (RISC 9th edition). "Design Stud to sole late, toe nail ad common 4 Doubled studs, face nail 10d common 24" O.C. T7 10d common I&" alongeach nail Southern Wellow ed e Continuous header to ad common 3 stud, toe nail OTHERWISE ON PLANS Design methods. B.U.C., SAME NUMBER OF ROWS, FOR ADDITIONAL INFORMATION SAME SPACING) CU#5 VERTICAL TO Top JACK POST NAILING NOT TO SCALE tructura l Notes 1.) CODES: 1.1 The Florida 5uilding Coop (2010 Edition). 1.2 5uilding code requirements For reinforced concrete CACI 3180(o) OF 5OND BEAM 9TEp MASONRY WALL STEP NOT TO SCALE NAiLiN � I��E1)ULE Led er striplrod common 3 at each joist Sole late to joist or l&d common 1611 O.C. blockin , face nail 2.3 structures (ASCE -1.10). 0.1 Wood framing structural members: Southern Yellow Pine li ht metal late connected wood trusses" b� the truss late institute TPl 1,200-f ed, enol g p p 1.4 To of sole late to stud, ]rod common 2 and nailed load for shingle roofs: 25 l5F(15 P5F T/C 10 lSF/G) dead load For the roofs. buildings (RISC 9th edition). "Design Stud to sole late, toe nail ad common 4 Doubled studs, face nail 10d common 24" O.C. Doubled to plates, face 10d common I&" alongeach nail Southern Wellow ed e Continuous header to ad common 3 stud, toe nail OTHERWISE ON PLANS Design methods. 1X8 sheathin or less to ad common 2 each bearing, face nail 1.1 Gang -Lam, stresserades shall provide the following minimum properties: Over 1X8 sheathin to ad common 3 each bearing, face nail 3.1 The foundation system For the attached project is designed For a minimum soil Guild -u corner studs ]rod common 24" O.C. 5uild-u riders and 20d common 32" O.G.at to beams u to three members Table 1 401.4.1 (FBC-R) for Sand, Silty Sand, Clayey Sand, Silty Gravel and Clayey and bottom and Fc1 - 1020 PSI (perpendicular) std Bred 2 ends FcI1 - 3,180 PSI (parallel) at each It is the Contractors responsibility to have a geotechnical investigation conducted to 5 LICE 1/2" G- sum Sheathing11 a 1-1/2" 4"O,C, at ed es 7/1&" head a" o.c. at other bear-inel 5/a" C sum Shea thin 11 a 1- 3/4" 4 "O.C. a t ed es 8) STEEL 7/1&" head a" o.c. at other bearin r sum UJa I lboard installation of all steel to be performed by a qualified, licensed steel erector. 1/2" 1-3/a" drywall nail 7"O.C. on ceilin s G Fabricate and erect all structural steel in accordance with AI5C "SpeciFications For the design, 4.2 a"O,C. on wa IIs Fabrication, and erection of structural steel for buildings. 4.3 lUelded wire fabric (UJUJF): ASTM A185, 1-1/2" drywall nail 7"O r. on ceilin s 4.4 Detail reinforcement in accordance with ACI 315. a"O.C. on walls Hardboard La Sidin , ad corrosion resistant l2 O.C. at to Direct to Studs with minimum shank and bottom ed es Earth supported slabs: (including exterior walk and drive slabs) 4" thick, reinforced dia. of 0.0990 inch Welded connections: E71OXX electrodes, minimum size fillet welds 3/l0" AWS certified welders. and minimum head a.0 Where steel beams are continuous over columns, provide web stiffener plates on each side of the dia. of 0.240 inch contractor's option, web, of a thickness equal to beam Flange thickness, located at the center line of the tube column. 4.�1 Hardboard La Sidin 106 corrosion resistant 16" O.C. at to overs edt ing with minimum shank and bottom ed_ es Contractor until required connections or elements are in place. dia, of 0.0990 inch 9O de ree hooked bars shall have a 10" leg and be bent with a radius of 2" and minimum head 5.) MASo>�Y: dia. of 0.240 inch 5.1 Desien enol construction shall conform to the specification of the National concrete masonry Hardboard Panel siding,rod corrosion resistant ro" O.G. at ed es Direct to to s with minimum shank 12" O.G. at dia. of 0.0920 inch Intermediate Minimum masonry unit strength: (Fm) 1900 F'SI and minimum head supports 5,3 dia. of 0.225 inch 9.3 IF THE TRUSS INFORMATION P1�OVIDED IN THESE CONSTRUCTION DOCUMENTS 5,4 All dock cells and cavities below grade shall be Filled with concrete. Hardboard Panel siding, Over to �s ad corrosion resistant with minimum shank ro" Or. at ed es 12" O.G. at Fill cells w/(i) �5 bar shall be located PER PLAN ( 4'-0" O/C TYIJ at each corner and each dia. of 0.0920 inch Intermediate and minimum head supports THE STRUCTURES GROUP, INC. F01, REVIEW. THE CLIENT 15 RESPONS15LE FOR ANY dim. of 0.225 inch side of openings 10'-0" enol greater, at all girder bearings, including hip -set girders. 1.3 American Society of Civil Engineers minimum design loads for buildings and other (0.) WOOD: w 2.2 Balconies -00 F5F live load or adjacent living space live load. 0.2 Design fabricate and erect wood trusses in accordance with the "deli n s eciFication For 2.3 structures (ASCE -1.10). 0.1 Wood framing structural members: Southern Yellow Pine li ht metal late connected wood trusses" b� the truss late institute TPl 1,200-f ed, enol g p p 1.4 Specification for the design Fabrication and erection of structural steel for Headers/Beams/Posts± Southern Yellow line 01 BC51 2008 ed. Cif applicable). load for shingle roofs: 25 l5F(15 P5F T/C 10 lSF/G) dead load For the roofs. buildings (RISC 9th edition). "Design Bearing Wall Wood Stud Framing" Southern Yellow Pine *2 studs 2"x 4" spaced /@ 12" O.G. 1.5 Specification for light metal plate connected wood trusses" by the Truss Southern Yellow line � studs 2"x 0" spaced l0" O.C. shingles over felt. 5/8" C.D. grade plywood (19/32" OSB), when using concrete /ceramic the roofing Plate institute CTI() 1985 Edition. Southern Wellow Fine "1 studs 2"x 4" spaced '� l0" O.G. 2.) DESIGN CRITEFDIA: UNLESS NOTED OTHERWISE ON PLANS Design methods. 2,1 Dwelling floors - 40 lSF live load. F w 2.2 Balconies -00 F5F live load or adjacent living space live load. 0.2 Design fabricate and erect wood trusses in accordance with the "deli n s eciFication For 2.3 Walkways - aO FSP Live load. J li ht metal late connected wood trusses" b� the truss late institute TPl 1,200-f ed, enol g p p 2.4 RooF over living areas = 30 PSF live load. 11 F5F (I F'SF T/C 4 10 F'5F E3/C) dead BC51 2008 ed. Cif applicable). load for shingle roofs: 25 l5F(15 P5F T/C 10 lSF/G) dead load For the roofs. 0.3 All exposed wood or wood in contact with earth or concrete to be pressure treated. 2,5 Wind Speed -139 MFH and has been interpolated as allowed by note 2 in Figures 1301.2(4) 0.4 Roof sheathing: 1/2" C.D. grade plywood Cor 15/32" 055), when using Fiberglass/asphalt and 109,4 in the FBC - Residential and FBC. Interpolation has been conducted using shingles over felt. 5/8" C.D. grade plywood (19/32" OSB), when using concrete /ceramic the roofing � the property location and the Applied Technology Council l,Uindspeed l.Uebsite. �•5 Untreated wood shall not be in direct contact with concrete, SEAT plates shall be provided 2.0 Note all structural members in the residence will be designed using Allowable Stress a t bearing locations without wooden top plates. Design methods. 7.) G ANG- LAM LVL: 2.-1 Net uplift dead loads 10 P5F Shingle 15 F5F tile, 1.1 Gang -Lam, stresserades shall provide the following minimum properties: 3.) SOIL; E - 2,000, 000 PS 3.1 The foundation system For the attached project is designed For a minimum soil Fb = 3,100 PSI bearing pressure of 2000 psF. The soil bearing pressure is in compliance with Ft = 2,300 P51 Table 1 401.4.1 (FBC-R) for Sand, Silty Sand, Clayey Sand, Silty Gravel and Clayey Fc1 - 1020 PSI (perpendicular) Gravel (5UJ5P,SM5CGM and GC) FcI1 - 3,180 PSI (parallel) 3.2 It is the Contractors responsibility to have a geotechnical investigation conducted to Fv = 290 PSI verify that the on-site soil conditions Fulfill the soil design characteristics listed here. Contact engineer if other types of LVL beams are to be used. Contractor to submit geotechnical engineering report to Engineer of Record for review, 8) STEEL 4J CONCRETE- a.l installation of all steel to be performed by a qualified, licensed steel erector. 4.1 Concrete compressive strength at 28 days: 3000 psi (normal weight). 8.2 Fabricate and erect all structural steel in accordance with AI5C "SpeciFications For the design, 4.2 Reinforcing bars: ,ASTM A015 (Grade 00). Fabrication, and erection of structural steel for buildings. 4.3 lUelded wire fabric (UJUJF): ASTM A185, 8.3 Structural steel to be ASTM A30 unless noted otherwise. 4.4 Detail reinforcement in accordance with ACI 315. a.4 Steel Wide Flange to be ASTM 4592 unless noted otherwise. 4.5 Concrete coverage of reinforcement: Footings 3: bottom and sides. 8.4 Steel tubing shall be ASTM A500, grade B. 4.0 Earth supported slabs: (including exterior walk and drive slabs) 4" thick, reinforced a.5 Welded connections: E71OXX electrodes, minimum size fillet welds 3/l0" AWS certified welders. with 0x0 w1.4x wl.4 W.W.F. at mid depth of slab. Fibermesh may be used in lieu of WWF a.0 Where steel beams are continuous over columns, provide web stiffener plates on each side of the contractor's option, web, of a thickness equal to beam Flange thickness, located at the center line of the tube column. 4.�1 Concreting operations shall comply with AGI standards. a.-1 The steel Frame is "non-selF supporting", Adequate temporary support shall be provided by the 4.a Lap splice shall be as Follows: #0 bar 30", #5 bar 30", #4 bar 24", #3 bar 18", Contractor until required connections or elements are in place. 4.9 9O de ree hooked bars shall have a 10" leg and be bent with a radius of 2" 9.) TRUSSES: 5.) MASo>�Y: 5.1 Desien enol construction shall conform to the specification of the National concrete masonry 9.1 A CONN T ALL EG Ofi�S SPEGIFIED A5 PEi� 51MP50N C.4T,4LOG C 2011, CONTACT Association and ACI 530. Contractor is solely responsible for all temporary bracing and shoring THE 5TR'UCTURES CiROUP, INC., FOR ALL CONNECTOR' SUE 5TITUTIONa required during- construction. 9.2 FRE -ENGINEERED WOOD TRUSSES TO 5E SPACED � 24" O.,C. TYPICAL 5.2 Minimum masonry unit strength: (Fm) 1900 F'SI UNLESS NOTED OTHERWISE ON TRUSS ENGINEERING PACKAGE. 5,3 Mortar shall be type 5 or M. 9.3 IF THE TRUSS INFORMATION P1�OVIDED IN THESE CONSTRUCTION DOCUMENTS 5,4 All dock cells and cavities below grade shall be Filled with concrete. 115 REVISED 5Y ANY OTHER PARTY (TRUSS MANUFACTURER, CONTRACT01� OTHER 5.5 Fill cells w/(i) �5 bar shall be located PER PLAN ( 4'-0" O/C TYIJ at each corner and each side of DESIGN PROFESSIONAL), IT IS THE CLIENTS RESPONSIBILiTY TO 5U5MIT CHANGES TO openings greater than or aqua I to 0'-0", Fill cells w/(2) #5 vert. shall be located at each THE STRUCTURES GROUP, INC. F01, REVIEW. THE CLIENT 15 RESPONS15LE FOR ANY side of openings 10'-0" enol greater, at all girder bearings, including hip -set girders. CONSTRUCTION COSTS i�ESULTING Fi�OM Tf`�USS PACKAGE 1�EVISIONS 1DEVELOPED BY OTHE V LTa ec 0 w C/1 O F. C01 10 MCQ X01 W P-1 COGO T.S ,r-'� , �h �, P. C, a E- Ili DC *M X10 � �NINI�IONRED�UM IS PROMf PE NOTE: IT IS THE CONTRACTORS RESPONSIBIUTY TO REVIEW ALL DRAWMrG5 BEFORE CONS1Rl1CiNJN BEANS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF TTS PROJECT ONLY. ANY DISCREPANCY KTWEFN FIELD CONDITIONS, OTTER DESIGN PROFESSIONALS SHOP DRAWIINGS, CONTRACTORS' BULDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CO RTI M,"TOR TO VERY ALL DKOM PRIOR TO START OF ANY Tie STRUCTURES GROUP 13 NOT RiSPONSIM FOR MY DNENSION& THE STRUCIM CROUP IS FESP01IMU FGR PROPOSED CHANGES TO ORIGINAL STRUCTURE W M ON THESE PADS ONLY. TiE SIRUCNRES GROUP IS NOT REWONS1911 FOR E>OSM STRUCTURAL COAPONUM To the bust of the engineer's knowledge, the plan, and specifications comply with the minimum requirements of The Florida Building (.ode - Residential. (20W Edition) Flans and spool"catiorn comply with the Florida buildkrg coda. - MOOR lTLAL , section 143011 M" and epeol toattom eoffis UM the Florida lase dnPodelr section MmIRS Por ph skid moue 10 Ton) 199 ri (20 TWs drastng N valid Por 12 man** after thea date it is *%yod and Nalsd or until the reqlreresnts or the 29W edition of the Morlda PAWing Code Is IN* drawing M *kyod and *salad for the stwettraI �arttans of the awte onki. twetral, elestrloal, or wadmioal d elle, If shears, ars for ,vel mWeraatee only and are not oovered eider REV. I DATE & COMMENTS I BY JOB NUMBER: 2012 DATE: JUNE 1, 2013 DRAWN BY: SCALE: SHEET NUMBER S1 SIGN & SEAL 3 0101; F w � o 0 Z = J Q Z 0p U � 0 JOB NUMBER: 2012 DATE: JUNE 1, 2013 DRAWN BY: SCALE: SHEET NUMBER S1 SIGN & SEAL 3 0101; AItwmts Mnulatl®n Oystem IcWlene Speen welled sprayed f®affl in•ulellan 00 "tam with equivalent insulation ratwq of 0 R-30 is approved far use in the roor framing 12 0 system. lnwlati®n eyst®m t® be Ir►stalled RE -ENGINEERED WOOD TRUSSES 0 24" 0/C WOOD WALL ATTACHMENT - ► w P.F ��yy "C✓ REE AR, C-sRADI= CSO ATTACH WINDOW FLANGE/FRAME TO BUCKS WITH MIN #8x�"" WOOD MASONRY WALL OR WOOD LD � 0 trtifled I�nmlle tnsulaitt®n Ntstaller. lnstallTer -(TYPE 5EE �`X IJPLIET CONNEC iOR (SEE SCHEDULE) (5EE Pl_AN FOR SCREW 0 8" O.C. OR AS REQUIRED BY WINDOW MANUFACTURER TO FRAMED WALL k to provide t time r wt o tfomIrmltivn NUMBER AND MEET REQUIRED WIND PRESSURES. .� �Filfloalte at time ®f Installatlen ® DOUBL2 E " 4 " TOP PLATE � PRE-ENGINEERED WD TRUSS 024„ O.C. U.N.O. TOP SPLICE xLOCATIONS) 12PEEL AND STICK ROOFING UNDERLAYMENT (TILE) OUBLE 10d CMU MASONRY UNITS COMPLY WITH 15 LB ROOFING FELT (SHINGLES) ~ : 25('' ® ASTM C90, GRADE N W/ Pm = 1900 (TYP) VARIES ,` %\ `\ M/N PSI. TYPE "S” MORTAR. CsROU�� R-30 MIN. INSULATION \ - CRICKET AS REQUIRED ALL CELLS SOLID. � HURRICANE ANCHOR 0 EACH TRUSS (SEE UPLIFT SCHEDULE) gqx $�gg°�$ SHINGLES OR CONCRETE TILE (INSTAL! AS PER MANUFACTURER) 10d @ 8" 0/C uu$u$O�$ S8 10 o" SHINGLE ROOF SYSTEM SLE ROOF- SYSTEM ° $ $ �8388S8$°° SIMPSON SP4 EA. STUD �RouT =3,000 PSI. SLUMP RANGE S" - �s °$°s0, 0 00 qq°u u$$ 'J/K' RG►�71AJti tl/!a' *PITO 010 ak�Tl� W. ROP OR VIBRATE GROUT 11414 itlr0 t9A®TiPO4 0K VRI10� TO "a SI WITH � �\ t�eEe wtPH � ' �"o� _ Ap>=QUATEL.Y TO ENSURE \ Q $$ 8gg 8 NAS a'4l0 b' levAls f• ®^G i s" CON50LIDATION OF GROUT (NO AIR °°$uY� u8-u3bb �NDW*a®°OC1 � 0/cP--D NOTE: OTTOM SPLICE POCKETS). GROUT SHALL COMPLY$$g$�o ° PLATE LENGTHS MUST BE OVER STUD WITH ASTM C410-83 AND BE EITHE 00g - - _ DRIP FINE GROUT.00000 $ u uu•$$$ o ° 00 FASCIA BOARD $ os � 99 °$ 1/2" CD (CEILING A R LEAS R 8'-0" LONG. TYPICAL �$$u°$°8� $$ TOP PLATE ST -=L ICE uo° 0&88$83$$$$° 00 PREFORMED POWERS STEEL DENSITY BOARD) " === $ g $ffl LINTEL SHALL BE WN 1 3/8 DRYWALL " " " 5CAL.E: N.T.S. --- "5 REBAR, GRADE Kao ° ° $ua $$°°°0$00 GALVANIZED COIL STEEL AS NAILS OR DRYWALL _ B X8 X16 KNOCK -OUT BLOCK (SEE PLAN FOR $ $ � 00 $$ MAMI FA 4' MAX F, " 0 4� — OPENING -T I —T - " / W 1 5 CONT. FILLED SIMPSON SP4 D EA. STUD _ g $ 38 g GTURED Bl POWERS EA. SCREWS 7 0 C / NUMBER AND 8 ° 8$ STEEL AND WIRE PROIDUCT5, / W/ 2500 P.S.I. CONCRETE 2"x P.T. PLATE MAIN SPAN ROOF TRUSS LOCATIONS) `$$$ INC. STEEL GRADE SHALL )3E MASONRY WALL ATTACHMENT CLG.& 8" O/C WALLS SEE UPLIFT SCHEDULE 1X P.T. NAILER FOR UPLIFT CONNECTIONS ASTM 1A570 GRADE C (Fy a 2X PT BUCKS ATTACHED TO MASONRY W/ A'Ox2j' MIN 1 bac eRAo�tlo.P STD. 90° HOOK 8 C.M.U. TYPICAL 1/2"0 WEDGE TYPE SHORE LINT96SKRS REGZUIRED EMBED TAPCON MASONRY SCREWS AT 8" O.C. MAX AND Q ANCHOR DOLT (� 24" O.C. TO COMPENSATE FOR DEAD AT 4" FROM CORNERS. SET BUCKS IN CONTNUOU.s SEE DETAIL THIS SHEET - SEALANT BED NOTE: IT IS THE CONTRACTORS RESPONSIBUTY TO REVIEW TYPE S MORTAR W/4" MIN. EMBEDMENT LOAD DEFLECTION OF NOTE; 1"x P.f. WINDOW/DOOR BUCKS MAY BE USED IN LIEU OF ALL DRAWINGS 8�01� CONSTRUCTION BEGINS. THE R4.2 MIN. INSULATION STUD OPTIONS; NON -CURED MASONRY GROUT. THIS SPEC WITH FLORIDA PRODUCT APPROVED DOCUMENTATION. ENGINEER OF RECORD 6 RESPONSIBLE FOR THE STRUCTURAL ON EXT. BLOCK WALLS #2 SVP. DOUBLE TOP PLATE 2"x 4" SYP #2 SPACED @ 12" O.C. SHORINCs TO REMAIN IN PLACE WINDOW/ DOOR BUCK AND FASTENER SPECIFICATIONS SHOWN ON INTEGRITY OF THIS PROJECT ONLY. ANY OISGREPANCY 2"x 6" SYP 2 SPACED 16" O.C. 8"XFS"X16" K.O. BLOCK W 1 5 CONT. A MINIMUM OF 14 DAYS TO FLORIDA PRODUCT APPROVAL DOCUMENTS OVERIDE THE BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' 1X WD FURRING _ DECORATIVE COATING SIMPSON SP4 CONNECTOR 2"x 4" SYP #1 SPACED @ 16" O,C. AND FILLED W/ 2500 PSI CONCRETE ALLOW FOR CONCRETE GROUT SPECIFICATIONS SHOWN HERE. SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND CURING,. THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT X24 O.C. 1 #5 VERT. IN CONC. FILLED CELL - POWFf;;�BOX LINTEL 5FzAI`1 DETAIL, 17 WINDOW / Doom BUCK ATTACHr IENTe !g TO THE ATEfTION OF THE ENGINEER OF RECORD PF40R TO 1/2" GYPSUM R-11 INSULATION / WALLBOARD U.N.O. - W STD. 90° HOOK IN K.O. BLOCK _ (1) #5 VERT. REBAR IN FILLED 1/1" Cox PLYWOOD OR '//16" KNEE WALL. AE30YE MASONRY UJ,4LL DETAIL 111E COMMENCEMENT OF CON51RUC110N. SCALE: N.T.S. - O.S.B. SHEA FHING REQ'D. FOR CONTRACTOR M VERIFY ALL DWIEi SM L'L M START OF ANY CELLS. SEE FOUNDATION PLAN ALL EXTERIOR OR SHEAR WALLS SCALE: N.T.S. ANY � � ORM IS NOT � FOR FOR LOCATION. AS INDICATED ON THE PLAN. THE siRUCrUM "R IS RE"M .E FOR PRWOSED CIMMES S G L w/ DURO-WALL ATTACH SHEATHING W/ 8d TD ORNar IAL S7RWAIRE MMM ON MN PACES HORIZONTAL WALL REINFORCEMENT RINCDSHANK NAILS 0 3" O.C. © ONLY 1FE SIRUC LM GROUP IS NOT FIN04S LE 1X P.T. BASE NAILER - AT EVERY 3rd. COURSE CONT. BOUNDARIES, 4" O.C. 0 EDGES, FOR E1051110 S1RUMIRAL eon PC CONC. SILL AND Cgs 6" O.C. U FIELD To the best of the engineer'e knowledge, the 4T E INSPECTION PORT 6X6 W1.4XW1.4 WWF WINDOW M.U. plans and :-specification; comply with the BASEBOARD (1) ROW 2x BLOCKING FOR OR FIBERMESH minimwn requirement, of The Florida wilding AT EACH FILLED CELL TYPICAL Code - Residential. (211W Edition) - WALL HGT._•8'-6". (2) ROWS 2x BLOCKING ` OR WALL HOT. > 8'-6". 8" C.M.U. ° F _ w LOAD BEARING OR ............._................. ......... ............................. .._,..._°..p... ° GRADE plans +� .�Irlestter» eo�piy rill, tls 1■Icrkia MIN. 2500 PSI c �, fEl?MI FE Pf?OTEG"PION MUST COMPLY WI"F SEG. Ir>�1,:3.4, EXTERIOR WALL ate+ - IIEeNTI�, , •.olton R9o1 SINGLE 2"x P.T. STUD / \ CONC SLAB = 0LL 1405.8, 1503,6, uI6, 2303.1.5.3.1, 2303.I.b AND 2304.11 (FBG 2010) d \\ \\/\\ \ \/\/ �t ($DING �dttion) 6x6 w1.4xw1.4 WWF � "' N ,�/ \/ \/\ / ° I> /\\/ ❑ ❑ - cL 5 VERT. IN FILLED CELL ` /\�\ \ plans Ond •l9esl"tkx* ��! with the ilkwids z HEADER BLOCK U.N.O. \ �`.r\ raw., *action tt� r®r I mind aoDr» 2" x 6" "J" BOLT (9 24" (ate ltt$ I F 1/2" � EPDXY ANCHOR ©24" / 4" 8" (1) #5 CON -R. O.C. VERT. OR I"* c*dmM9 I• valid for 12 >navdb* atter the date --,-4---. �._ (ll _ O.C. W/6" MIN. EMBEDMENT USE it to • ar►d •eal•sd ar u al thm renenls of _ 1 2" C 6" WEDGE ANCHOR MIN. �2 1=0 ��t� r his w N SIMPSON P4 CONNECTOR SIMPSON SET EPDXY) OR 1/2" X ) SIMPSON S YP. / rf1 GRADE 6" J BOLT ©24" O.C. , 2"x P.T. PLATE TYFIOAL THIO KENED cJ- LAB EDG E 1� SEE ATTACHMENT DETAIL ABOVE. � o =TF_ « EACH STUD / \ '17 ' �,�r.�� Thl• 44wiIng� Is skyod and oyw.led for Ow •tricuiral 6 MIL VAPOR BARRIER �\\ �\/\ d NOTES: 3 1/2" MIN. 6X6 W1.4XW1.4 WWF SCALE: N.T.S. ilestr �rslianft aal drTrItl., If shaaei,ere for \//\////j , tv 1. FILL ALL CELLS WHEN are ------------- ---------- ° -vi.uel reframe aniy ane! - ° III _ STEM WALL IS BETWEEN ...e.,...,....,•...••...•. -.A ° � � � _NFDOW SECTION 13 lYa• •esl CLEAN POISONED AND COMP. i�//�///. w L �4" AND 40" IN HEIGHT - — — G U ° TRU55E5 SOIL. (95% MODIFIED PROCTOR "/\\/\\% 77 v J .......... . ° \ SEE UPLIFT SCHEDULE SCALE: N.T.5. PER ASTM D1557 ABOVE GRADE. L _ ° °U _ ° %/\\��' 3 1/z" MIN. ° ° ° `� ��� ���\���. REV. DATE & COMMENTS BY ISTD. 90° HOOK 3 1/2"'IU�N\\ SEE PLAN 3 [MIN. cLR. (SEE DETAIL) 2. FOR STEM WALLS °c GREATER THAN 40" \ // /\ /\\\/\\/\\/\\/\� j��\\\ TOP COURSE PRECAST LINTEL (W/(1) SEE PLAN HIGH- CONSULT ENGINEER C. a"xa"xl�" CON # - SEE PLAN 4" SEE PLAN 8 � �/\�/\�/� // 5 CONT. FOR OPENINGS K.O. BLOCK W/ GREATER THAN 6' -Om. , -0 . SEE • POURED CONC. a PLANS FOR ADDITIONAL TYPICAL �TEMUJALL WALL SEOTION x' MIN. 1-RE1NF. CONT, REQUIRED REINFORCEMENT. 1 U.N.O. FRAME WALL To C.M.U. IX,, P1 -0e) PRECAST CONC. WINDOW BUCK CONTRAC'ROR TO PROVIDE SOIL TREATMENT SCALE: N.T.S. TYPICAL BEAfi�ING WALL /,,D5TP LINTEL W/ WALL CONNECTION GALE: N.T.S. DOCUMENTATION REINFORCING ALUMINUM WINDOW DOCUMENTATION TO INSPECTOR FOR REVIEW. SG.4L>=: N.T.S. - TEMPERED(5EE FLOOR PLAN) DOOR TRACK �LAss (2) 2"x 12" WOOD HEADER W/ 1/2" PLYWOOD 1x P.T. BASE NAILER FLITCH PLATE UNLESS NOTED OTHERWISE ON PLAN NOTE: (1) ROW 2x BLOCKING FOR 4"x4" INSPECTION PORT AT (2) SIMPSON MSTA24© EACH END vJ v+J SEE SECTION C/S2 WALL HOT. .8'-6". (2) ROWS 2x BLOCKING UNLESS NOTED OTHERWISE ON PLAN 4" CONCRETE 5LAE3 W/ EACH FILLED CELL TYPICAL FOR ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6"• \� 6"X ro" WIAWIA WWF SET TRACK IN i 3 2 -ROWS 16d NAILS STAGGERED 0 A FULL BED CAULK ®EA. WINDOW BASEBOARD 16" O/C EACH FACE OR 3 -ROWS OF CAULK SIMPSON SP4 CONNECTOR 1 /2"0 WEDGE TYPE \ 16d NAILS STAGGERED 0 16" 0/C PRECAST CONC. SILL 6x6 W1.4xW1.4 WWF ii7 STD. 90° HOOK ANCHOR BOLT @ 24" O.C. FOR 2"x10" OR GREATER HEADER (SEE DETAIL) W/4" MIN. EMBEDMENT 4 _ G2"x PLATE 6X6 W1.4XW1.4 WWF 16d NAILS 0--\1----------- - - - v o,,° z z 16" 0/C TYP. SEE FLOOR PLAN FOR q W _.H....... HEADER SIZE ...........................- °----------------------- _ CLEAN. POISON AND COMPACT SOIL J z TYP. SECTION THI�U WINDOW 14 (COMPACTED "f0 9�/ MODIFIED 6 MIL VAPOR w a s r BARRIER ° \/ \/ 4. 2,"x4„ 9 / - n \ / \\ / / cn /. PROCTOR ASTM D1557) i\ \ CRIPPLE //\//\//\///� `\ \ \ STUD (1) 2"X4" •TRIMMER \/�\\��\/ / 5EE PLAN SCALE: N.T.S. //. #5 CONT. — \\ �\ NOTE: TYPICAL SEE STUD (TYP.) NOTE: INSET TRACK J., /// MIN. CLR. c� // HILTI 1/z"2 KWIK BOLT II FLOORPLAN ,, CLEAN POISONED AND COMP. W/ 6" EMBEDMENT MAY BE FROM OUTSIDE FACE 0 #5 REBAR CONT. FOIL. c 8” SEE PLAN 8" FOR COLUMN ON :3" CFIAIRS TVP. SEE PLAN (COMPACTED TO J5% MODIFIED11 f USEDDOLTIN LIEU OF ANCHOR NU SIZE 11 S G D SECTION of EiLOCK EXTEND FILLED CELL SEE PLAN PROCTOR ASTM D1557) 1) SIMPSON HTT5 @ EACH POST REINFORCEMENT TO Q CONTRACTOR TO PROVIDE SOIL TREATMENT TYPICAL INTERIO� BEARINC•p WALL rJ UNLESS NOTED OTHERWISE ON PLAN NOT TO SCALE , PAD MAT REINFORCING �y DOCUMENTATION TO INSPECTOR FOR VIEW. LINE OF CONT. STEM I►�1 SCALE- N.T.S. ALTEF,NATE t-10NO—FOOTING 2 00 P.T. BOT. PLATE WALL FOOTING �pFNQR 1/2" MIN. PLYWOOD SHEATHING NAILED --� SCALE: N.T.S. Nc / W/ 8d RINGSHANK NAILS 0 3" 0/C BOUNDARIES,STUD OPTIONS: o NOTCH LINTEL WHERE REQUIRED- / / 4" O/C EDGES, AND 6" O/C FIELD. 1/2" MIN. PLYWOOD SHEATHING NAILED * 2'x 4" SYP #2 SPACED 0 12" O.C. CONT. FOOTING FOR CONCRETE PLACEMENT UPLIFT CONNECTIONS REQUIRED p/ W/ 8d RINSHANK NAILS @ 3" 0/C BOUNDARIES- (1) ROW OF BLOCKING FOR WALL 2"x 6" SYP #2 SPACED 16" O. C, STEEL I�rr AT LOAD BEARING WALLS ONLY 4" O/C EDGES, AND 6" 0/C FIELD.STUD OPTIONS: SKNOCK—OUT BLOCK W/ (1) #5 <8'-6" (2) ROWS FOR 2"x 4" SYP #1 SPACED @ 16" O.C. SEE SC3"I HEDULE 2"x 4" SYP #2 SPACED p 12" O.C. (1) ROW OF BLOCKING FOR WALL 2"x 6" SYP #2 SPACED 0 16" O.C. 8'-6" (2) ROWS FOR 2"x 4" SYP #1 SPACED @ 16" O.C. WALLS > 8'-6" 1/2"0 WEDGE TYPE WOOD SIDING TO FINISH 6" ABOVE FINISHED GRADE OR ANCHOR BOLT 24" O.C. DECORATIVE CEMENT W/4" MIN. EMBEDMENT OVER WIRE LATH 6X6 W1.4XW1.4- WWF — SIMPSON SP4 0 EA. STUD 2X P.'F. PLATE --------------------•r L BARRIER VAPOR /\ ° `,`• /\��1 LV) z F, " 0 4� Q' � d O -(4 F� oto 0®r�• �qj�qD 03 00 + P4 " / W 1 5 CONT. FILLED SIMPSON SP4 D EA. STUD _ g $ 38 g GTURED Bl POWERS EA. SCREWS 7 0 C / NUMBER AND 8 ° 8$ STEEL AND WIRE PROIDUCT5, / W/ 2500 P.S.I. CONCRETE 2"x P.T. PLATE MAIN SPAN ROOF TRUSS LOCATIONS) `$$$ INC. STEEL GRADE SHALL )3E MASONRY WALL ATTACHMENT CLG.& 8" O/C WALLS SEE UPLIFT SCHEDULE 1X P.T. NAILER FOR UPLIFT CONNECTIONS ASTM 1A570 GRADE C (Fy a 2X PT BUCKS ATTACHED TO MASONRY W/ A'Ox2j' MIN 1 bac eRAo�tlo.P STD. 90° HOOK 8 C.M.U. TYPICAL 1/2"0 WEDGE TYPE SHORE LINT96SKRS REGZUIRED EMBED TAPCON MASONRY SCREWS AT 8" O.C. MAX AND Q ANCHOR DOLT (� 24" O.C. TO COMPENSATE FOR DEAD AT 4" FROM CORNERS. SET BUCKS IN CONTNUOU.s SEE DETAIL THIS SHEET - SEALANT BED NOTE: IT IS THE CONTRACTORS RESPONSIBUTY TO REVIEW TYPE S MORTAR W/4" MIN. EMBEDMENT LOAD DEFLECTION OF NOTE; 1"x P.f. WINDOW/DOOR BUCKS MAY BE USED IN LIEU OF ALL DRAWINGS 8�01� CONSTRUCTION BEGINS. THE R4.2 MIN. INSULATION STUD OPTIONS; NON -CURED MASONRY GROUT. THIS SPEC WITH FLORIDA PRODUCT APPROVED DOCUMENTATION. ENGINEER OF RECORD 6 RESPONSIBLE FOR THE STRUCTURAL ON EXT. BLOCK WALLS #2 SVP. DOUBLE TOP PLATE 2"x 4" SYP #2 SPACED @ 12" O.C. SHORINCs TO REMAIN IN PLACE WINDOW/ DOOR BUCK AND FASTENER SPECIFICATIONS SHOWN ON INTEGRITY OF THIS PROJECT ONLY. ANY OISGREPANCY 2"x 6" SYP 2 SPACED 16" O.C. 8"XFS"X16" K.O. BLOCK W 1 5 CONT. A MINIMUM OF 14 DAYS TO FLORIDA PRODUCT APPROVAL DOCUMENTS OVERIDE THE BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' 1X WD FURRING _ DECORATIVE COATING SIMPSON SP4 CONNECTOR 2"x 4" SYP #1 SPACED @ 16" O,C. AND FILLED W/ 2500 PSI CONCRETE ALLOW FOR CONCRETE GROUT SPECIFICATIONS SHOWN HERE. SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND CURING,. THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT X24 O.C. 1 #5 VERT. IN CONC. FILLED CELL - POWFf;;�BOX LINTEL 5FzAI`1 DETAIL, 17 WINDOW / Doom BUCK ATTACHr IENTe !g TO THE ATEfTION OF THE ENGINEER OF RECORD PF40R TO 1/2" GYPSUM R-11 INSULATION / WALLBOARD U.N.O. - W STD. 90° HOOK IN K.O. BLOCK _ (1) #5 VERT. REBAR IN FILLED 1/1" Cox PLYWOOD OR '//16" KNEE WALL. AE30YE MASONRY UJ,4LL DETAIL 111E COMMENCEMENT OF CON51RUC110N. SCALE: N.T.S. - O.S.B. SHEA FHING REQ'D. FOR CONTRACTOR M VERIFY ALL DWIEi SM L'L M START OF ANY CELLS. SEE FOUNDATION PLAN ALL EXTERIOR OR SHEAR WALLS SCALE: N.T.S. ANY � � ORM IS NOT � FOR FOR LOCATION. AS INDICATED ON THE PLAN. THE siRUCrUM "R IS RE"M .E FOR PRWOSED CIMMES S G L w/ DURO-WALL ATTACH SHEATHING W/ 8d TD ORNar IAL S7RWAIRE MMM ON MN PACES HORIZONTAL WALL REINFORCEMENT RINCDSHANK NAILS 0 3" O.C. © ONLY 1FE SIRUC LM GROUP IS NOT FIN04S LE 1X P.T. BASE NAILER - AT EVERY 3rd. COURSE CONT. BOUNDARIES, 4" O.C. 0 EDGES, FOR E1051110 S1RUMIRAL eon PC CONC. SILL AND Cgs 6" O.C. U FIELD To the best of the engineer'e knowledge, the 4T E INSPECTION PORT 6X6 W1.4XW1.4 WWF WINDOW M.U. plans and :-specification; comply with the BASEBOARD (1) ROW 2x BLOCKING FOR OR FIBERMESH minimwn requirement, of The Florida wilding AT EACH FILLED CELL TYPICAL Code - Residential. (211W Edition) - WALL HGT._•8'-6". (2) ROWS 2x BLOCKING ` OR WALL HOT. > 8'-6". 8" C.M.U. ° F _ w LOAD BEARING OR ............._................. ......... ............................. .._,..._°..p... ° GRADE plans +� .�Irlestter» eo�piy rill, tls 1■Icrkia MIN. 2500 PSI c �, fEl?MI FE Pf?OTEG"PION MUST COMPLY WI"F SEG. Ir>�1,:3.4, EXTERIOR WALL ate+ - IIEeNTI�, , •.olton R9o1 SINGLE 2"x P.T. STUD / \ CONC SLAB = 0LL 1405.8, 1503,6, uI6, 2303.1.5.3.1, 2303.I.b AND 2304.11 (FBG 2010) d \\ \\/\\ \ \/\/ �t ($DING �dttion) 6x6 w1.4xw1.4 WWF � "' N ,�/ \/ \/\ / ° I> /\\/ ❑ ❑ - cL 5 VERT. IN FILLED CELL ` /\�\ \ plans Ond •l9esl"tkx* ��! with the ilkwids z HEADER BLOCK U.N.O. \ �`.r\ raw., *action tt� r®r I mind aoDr» 2" x 6" "J" BOLT (9 24" (ate ltt$ I F 1/2" � EPDXY ANCHOR ©24" / 4" 8" (1) #5 CON -R. O.C. VERT. OR I"* c*dmM9 I• valid for 12 >navdb* atter the date --,-4---. �._ (ll _ O.C. W/6" MIN. EMBEDMENT USE it to • ar►d •eal•sd ar u al thm renenls of _ 1 2" C 6" WEDGE ANCHOR MIN. �2 1=0 ��t� r his w N SIMPSON P4 CONNECTOR SIMPSON SET EPDXY) OR 1/2" X ) SIMPSON S YP. / rf1 GRADE 6" J BOLT ©24" O.C. , 2"x P.T. PLATE TYFIOAL THIO KENED cJ- LAB EDG E 1� SEE ATTACHMENT DETAIL ABOVE. � o =TF_ « EACH STUD / \ '17 ' �,�r.�� Thl• 44wiIng� Is skyod and oyw.led for Ow •tricuiral 6 MIL VAPOR BARRIER �\\ �\/\ d NOTES: 3 1/2" MIN. 6X6 W1.4XW1.4 WWF SCALE: N.T.S. ilestr �rslianft aal drTrItl., If shaaei,ere for \//\////j , tv 1. FILL ALL CELLS WHEN are ------------- ---------- ° -vi.uel reframe aniy ane! - ° III _ STEM WALL IS BETWEEN ...e.,...,....,•...••...•. -.A ° � � � _NFDOW SECTION 13 lYa• •esl CLEAN POISONED AND COMP. i�//�///. w L �4" AND 40" IN HEIGHT - — — G U ° TRU55E5 SOIL. (95% MODIFIED PROCTOR "/\\/\\% 77 v J .......... . ° \ SEE UPLIFT SCHEDULE SCALE: N.T.5. PER ASTM D1557 ABOVE GRADE. L _ ° °U _ ° %/\\��' 3 1/z" MIN. ° ° ° `� ��� ���\���. REV. DATE & COMMENTS BY ISTD. 90° HOOK 3 1/2"'IU�N\\ SEE PLAN 3 [MIN. cLR. (SEE DETAIL) 2. FOR STEM WALLS °c GREATER THAN 40" \ // /\ /\\\/\\/\\/\\/\� j��\\\ TOP COURSE PRECAST LINTEL (W/(1) SEE PLAN HIGH- CONSULT ENGINEER C. a"xa"xl�" CON # - SEE PLAN 4" SEE PLAN 8 � �/\�/\�/� // 5 CONT. FOR OPENINGS K.O. BLOCK W/ GREATER THAN 6' -Om. , -0 . SEE • POURED CONC. a PLANS FOR ADDITIONAL TYPICAL �TEMUJALL WALL SEOTION x' MIN. 1-RE1NF. CONT, REQUIRED REINFORCEMENT. 1 U.N.O. FRAME WALL To C.M.U. IX,, P1 -0e) PRECAST CONC. WINDOW BUCK CONTRAC'ROR TO PROVIDE SOIL TREATMENT SCALE: N.T.S. TYPICAL BEAfi�ING WALL /,,D5TP LINTEL W/ WALL CONNECTION GALE: N.T.S. DOCUMENTATION REINFORCING ALUMINUM WINDOW DOCUMENTATION TO INSPECTOR FOR REVIEW. SG.4L>=: N.T.S. - TEMPERED(5EE FLOOR PLAN) DOOR TRACK �LAss (2) 2"x 12" WOOD HEADER W/ 1/2" PLYWOOD 1x P.T. BASE NAILER FLITCH PLATE UNLESS NOTED OTHERWISE ON PLAN NOTE: (1) ROW 2x BLOCKING FOR 4"x4" INSPECTION PORT AT (2) SIMPSON MSTA24© EACH END vJ v+J SEE SECTION C/S2 WALL HOT. .8'-6". (2) ROWS 2x BLOCKING UNLESS NOTED OTHERWISE ON PLAN 4" CONCRETE 5LAE3 W/ EACH FILLED CELL TYPICAL FOR ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6"• \� 6"X ro" WIAWIA WWF SET TRACK IN i 3 2 -ROWS 16d NAILS STAGGERED 0 A FULL BED CAULK ®EA. WINDOW BASEBOARD 16" O/C EACH FACE OR 3 -ROWS OF CAULK SIMPSON SP4 CONNECTOR 1 /2"0 WEDGE TYPE \ 16d NAILS STAGGERED 0 16" 0/C PRECAST CONC. SILL 6x6 W1.4xW1.4 WWF ii7 STD. 90° HOOK ANCHOR BOLT @ 24" O.C. FOR 2"x10" OR GREATER HEADER (SEE DETAIL) W/4" MIN. EMBEDMENT 4 _ G2"x PLATE 6X6 W1.4XW1.4 WWF 16d NAILS 0--\1----------- - - - v o,,° z z 16" 0/C TYP. SEE FLOOR PLAN FOR q W _.H....... HEADER SIZE ...........................- °----------------------- _ CLEAN. POISON AND COMPACT SOIL J z TYP. SECTION THI�U WINDOW 14 (COMPACTED "f0 9�/ MODIFIED 6 MIL VAPOR w a s r BARRIER ° \/ \/ 4. 2,"x4„ 9 / - n \ / \\ / / cn /. PROCTOR ASTM D1557) i\ \ CRIPPLE //\//\//\///� `\ \ \ STUD (1) 2"X4" •TRIMMER \/�\\��\/ / 5EE PLAN SCALE: N.T.S. //. #5 CONT. — \\ �\ NOTE: TYPICAL SEE STUD (TYP.) NOTE: INSET TRACK J., /// MIN. CLR. c� // HILTI 1/z"2 KWIK BOLT II FLOORPLAN ,, CLEAN POISONED AND COMP. W/ 6" EMBEDMENT MAY BE FROM OUTSIDE FACE 0 #5 REBAR CONT. FOIL. c 8” SEE PLAN 8" FOR COLUMN ON :3" CFIAIRS TVP. SEE PLAN (COMPACTED TO J5% MODIFIED11 f USEDDOLTIN LIEU OF ANCHOR NU SIZE 11 S G D SECTION of EiLOCK EXTEND FILLED CELL SEE PLAN PROCTOR ASTM D1557) 1) SIMPSON HTT5 @ EACH POST REINFORCEMENT TO Q CONTRACTOR TO PROVIDE SOIL TREATMENT TYPICAL INTERIO� BEARINC•p WALL rJ UNLESS NOTED OTHERWISE ON PLAN NOT TO SCALE , PAD MAT REINFORCING �y DOCUMENTATION TO INSPECTOR FOR VIEW. LINE OF CONT. STEM I►�1 SCALE- N.T.S. ALTEF,NATE t-10NO—FOOTING 2 00 P.T. BOT. PLATE WALL FOOTING �pFNQR 1/2" MIN. PLYWOOD SHEATHING NAILED --� SCALE: N.T.S. Nc / W/ 8d RINGSHANK NAILS 0 3" 0/C BOUNDARIES,STUD OPTIONS: o NOTCH LINTEL WHERE REQUIRED- / / 4" O/C EDGES, AND 6" O/C FIELD. 1/2" MIN. PLYWOOD SHEATHING NAILED * 2'x 4" SYP #2 SPACED 0 12" O.C. CONT. FOOTING FOR CONCRETE PLACEMENT UPLIFT CONNECTIONS REQUIRED p/ W/ 8d RINSHANK NAILS @ 3" 0/C BOUNDARIES- (1) ROW OF BLOCKING FOR WALL 2"x 6" SYP #2 SPACED 16" O. C, STEEL I�rr AT LOAD BEARING WALLS ONLY 4" O/C EDGES, AND 6" 0/C FIELD.STUD OPTIONS: SKNOCK—OUT BLOCK W/ (1) #5 <8'-6" (2) ROWS FOR 2"x 4" SYP #1 SPACED @ 16" O.C. SEE SC3"I HEDULE 2"x 4" SYP #2 SPACED p 12" O.C. (1) ROW OF BLOCKING FOR WALL 2"x 6" SYP #2 SPACED 0 16" O.C. 8'-6" (2) ROWS FOR 2"x 4" SYP #1 SPACED @ 16" O.C. WALLS > 8'-6" 1/2"0 WEDGE TYPE WOOD SIDING TO FINISH 6" ABOVE FINISHED GRADE OR ANCHOR BOLT 24" O.C. DECORATIVE CEMENT W/4" MIN. EMBEDMENT OVER WIRE LATH 6X6 W1.4XW1.4- WWF — SIMPSON SP4 0 EA. STUD 2X P.'F. PLATE --------------------•r L BARRIER VAPOR /\ ° `,`• /\��1 LV) z LOAD BEARING/EXTERIOR WALLS > B'-6" & FND. PLAN Pn WALL HEADER DETAIL 1/2"0 WEDGE TYPE WOOD SIDING FO FINISH 6" FOR FOOTING DEP RH MIN• L/� ABOVE FINISHED GRADE OR 6c REINFORCEMENT SCALE- NT5 ANCHOR BOLT © 24" O.C. DECORATIVE CEMENT TYPICAL PAD FOOTING DETAIL W/5" MIN. EMBEDMENT OVER WIRE LATH 170� STEI-­iUJALL FOUND \,TION 15 JOB NUMBER: 2012 6X6 W1.4XW1.4 WWF SIMPSON SP4 CO EA. STUD 'LX P.T, PLANE DATE: JUNE 1, 2013 -�,�- BLOCK WALL BEYOND L _ EXPANSION JOINDRAWN BY: VARIES — . �- GJ ,- (D p 1,k�- z FILLED CELL W/ #5 VERTICAL H.D. RECESS\// \//\ E U1 ^' GRADS ° SCALE 4" \\� \\/\\,� \j/\//\\/// (4) 1 /2"A x 6" "J" BOLTS @24" O.C. OR 6 MIL VAPOR BARRIER /�/ 1/2" X 6" WEDGE TYPE ANCHOR: SHEET NUMBER ---- --- �-------- CLEAN POISONED AND COMP. i�//\�//\/ z w Q CONT. WOOD TRIM //� SOIL. (95% MODIFIED PROCTOR—zL/\\//�\� < e, / ° \ \ // \ NorE?: j�` j/\\\� \\\ \\\\\\.` (D PER ASTM D1557) 3" " 2"x6" P. F. WOOD ,JAMB � Z. / j/\ 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. //\\� D //////�/ _ MIN. cLR. NOTES: U MIN, cLR. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. \/\\/\ \/ °\/ \ \ \ SEE PLAN ----'S E PLAN 1. FILL ALL CELLS WHEN ON 3 CHAIR STEM WALL IS BETWEEN 24" AND 40" #5 REBAR CONT. 0 \\\\� / /// \ SIGN EAL ON CHAIRS TYP. EE PLAN SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. / IN HEIGHT ABOVE GRADE. NOTE: SEE PLAN FOR GARAGE DOOR Ll SEE PLAN C4� OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH 1'-4" 2. FOR STEM WALLS GREATER THAN la ENGINEERED WINDSPEED DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT (2) #5 CONT. 40" HIGH- CONSULT ENGINEER DOOR AND CONNECTION PER YPIGAL EXTERIOR FLAME WALL UNLESS NOTED ON FLOOR PLAN. TTFICAL G;ARAGE DOOR REO GARAGE DOOR MANUFACTURER MONOLITHIC FOOTING SCALE: N.T.s. TYPICAL FiLLED LINTEL ASSEMBLY SCALE: N.T.S.TYPIOAL EXrtERi0R Fr.'AME WALL rl7 TYPICAL C>AizArE DOOR I� STEM WALL Fr OOTiNscALE: N.T.s. SCALE: N.T.S. T>�;ACK MOUNTINCT DETAIL SCALE: N.T.S. 1Y"T 3 J 201°"t + STD. 90' HOOK /PRECASTLINTEL FILLED W 1 5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE AND AS NOTED ON PLANS. OPENING ___-FILLSEEEFDDNE CLL PLAN/ FOR LOCATIION VERTICAL-/ - �� LOAD BEARING/EXTERIOR WALLS > B'-6" & FND. PLAN Pn WALL HEADER DETAIL 1/2"0 WEDGE TYPE WOOD SIDING FO FINISH 6" FOR FOOTING DEP RH MIN• L/� ABOVE FINISHED GRADE OR 6c REINFORCEMENT SCALE- NT5 ANCHOR BOLT © 24" O.C. DECORATIVE CEMENT TYPICAL PAD FOOTING DETAIL W/5" MIN. EMBEDMENT OVER WIRE LATH 170� STEI-­iUJALL FOUND \,TION 15 JOB NUMBER: 2012 6X6 W1.4XW1.4 WWF SIMPSON SP4 CO EA. STUD 'LX P.T, PLANE DATE: JUNE 1, 2013 -�,�- BLOCK WALL BEYOND L _ EXPANSION JOINDRAWN BY: VARIES — . �- GJ ,- (D p 1,k�- z FILLED CELL W/ #5 VERTICAL H.D. RECESS\// \//\ E U1 ^' GRADS ° SCALE 4" \\� \\/\\,� \j/\//\\/// (4) 1 /2"A x 6" "J" BOLTS @24" O.C. OR 6 MIL VAPOR BARRIER /�/ 1/2" X 6" WEDGE TYPE ANCHOR: SHEET NUMBER ---- --- �-------- CLEAN POISONED AND COMP. i�//\�//\/ z w Q CONT. WOOD TRIM //� SOIL. (95% MODIFIED PROCTOR—zL/\\//�\� < e, / ° \ \ // \ NorE?: j�` j/\\\� \\\ \\\\\\.` (D PER ASTM D1557) 3" " 2"x6" P. F. WOOD ,JAMB � Z. / j/\ 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. //\\� D //////�/ _ MIN. cLR. NOTES: U MIN, cLR. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. \/\\/\ \/ °\/ \ \ \ SEE PLAN ----'S E PLAN 1. FILL ALL CELLS WHEN ON 3 CHAIR STEM WALL IS BETWEEN 24" AND 40" #5 REBAR CONT. 0 \\\\� / /// \ SIGN EAL ON CHAIRS TYP. EE PLAN SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. / IN HEIGHT ABOVE GRADE. NOTE: SEE PLAN FOR GARAGE DOOR Ll SEE PLAN C4� OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH 1'-4" 2. FOR STEM WALLS GREATER THAN la ENGINEERED WINDSPEED DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT (2) #5 CONT. 40" HIGH- CONSULT ENGINEER DOOR AND CONNECTION PER YPIGAL EXTERIOR FLAME WALL UNLESS NOTED ON FLOOR PLAN. TTFICAL G;ARAGE DOOR REO GARAGE DOOR MANUFACTURER MONOLITHIC FOOTING SCALE: N.T.s. TYPICAL FiLLED LINTEL ASSEMBLY SCALE: N.T.S.TYPIOAL EXrtERi0R Fr.'AME WALL rl7 TYPICAL C>AizArE DOOR I� STEM WALL Fr OOTiNscALE: N.T.s. SCALE: N.T.S. T>�;ACK MOUNTINCT DETAIL SCALE: N.T.S. 1Y"T 3 J 201°"t ABLE TRUSS SEE STRUCTURAL NOTES AND NAILING - x 1U11 GURU BLOCKING 48"" U.C. FOR 4' SCHEDULE FOR SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES 0 EDGES OF 20'-0" MAX 20'-0" MAX F! DHEATHING TYPICAL, BACK NAIL AND TOE IIAIL ALTERNATE ENDS W/ (2) 16d NAILS. 2X6 FASCIA DOWN5ET TOPCHORD OF GABLE END TRUSS TO RUN 2"x 4" 72'- OUTLOOKERS SPACED 9 24" (2) 16d TOENAILS O.C. (1) SIMPSON h.15 J EACH INTO EACH LEDGER, OUTLUUKER 2"x 4" LEDGER. (2) 12d "X" BRACE SEL DETAIL- _TT__F 'ONTINUOUS L' 5RACINO R EQU I E IENT805ASED ON HEIGHT VERTICAL WED NO (1) 2"x4" (2) 2"4" SPACING "L" BRACE "L" BRACE 1" BRACE (2) 2"x6" 1" BRACE 16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'4" - 12'-0" 12'-0" - 16'-0" 24" 0'-0" - 4'-0" 4'-0" --7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0" .SCISSOR GABLE - (2) 2"x8" (1) 2"x8" #2 S.P.F. @ EACH VERTICAL FULL HEIGHT Q DIAPHRAGM BLOCKING AND SEE STRUCTURAL NOTES AND NAILING - x 1U11 GURU BLOCKING 48"" U.C. FOR 4' SCHEDULE FOR SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES 0 EDGES OF 20'-0" MAX 20'-0" MAX F! DHEATHING TYPICAL, BACK NAIL AND TOE IIAIL ALTERNATE ENDS W/ (2) 16d NAILS. 2X6 FASCIA DOWN5ET TOPCHORD OF GABLE END TRUSS TO RUN 2"x 4" 72'- OUTLOOKERS SPACED 9 24" (2) 16d TOENAILS O.C. (1) SIMPSON h.15 J EACH INTO EACH LEDGER, OUTLUUKER 2"x 4" LEDGER. (2) 12d D BRACING "X" BRACE SEL DETAIL- _TT__F 'ONTINUOUS I OTTOM COR 7/16" MIN. 6 � 00 0� '-_` `-- "L" BRACE W/ 10d 0 4" O.C. NOTE: TO EACH TRUSS WEB. PANELS TO PROTECT WINDOW /DOOR OPENINGS AGAINST "L" BRACE TO EXTEND AT LEAST ®1, to $=4 12 MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED. JOB NUMBER: co z u� 0 (SEE SCHEDULE FOR SIZE 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, ND LOCAnoN) (2) 2"x4" DIAG. BRACING r 90% OF WEB LENG"fH (SEE TABLE) C.� SCHEDULE FOR SPACING 8 MAX. w U HIP GIRDER _ w SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. SPACED 0 48" O/C. (4) 16d P TE. SEE TYP, WALL RECEIVE 21/2" LONG #b SHEET METAL SCREWS AS PER FBC ': CEMENTITIOUS OR OTHER 0 4J � 2 L BRACE TO BE FASTENED TO GABLE STUD WITH NAILS 0 EACH END (TYP) SECTION t606.1.4 AND TABLE 1606.1.4. 0 1 11 SEE UPLIFT SCHEDULE FOR STRAPPIN ' 10dx3" NAILS ® 4" 0/C. I GABLE TRUSS CORNER JACK z o k ANCH. ALTERNATE PROTECTION MAY BE PROVIDED USING 2x4 PANEL BLOCKING @ 48" O.C. I/2" CDX PLYWOOD OR 7/16" OSB SINS 0 Y ° HURRICANE SHUTTER SYSTEMS APPROVED FOR USE IN WIND FOR THE FIRST 8'-0' OF END WALL FROM EA. END TYP. BOTTOM CORD SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. WA4-20 SCREW W WASHER / BOURNE DEBRIS ZONES AS PER FBC, 2010. ATTACHED W/ (2) 16-d TOENAILS EDGES AND 12" O.C. FIELD IOdX3" CSI 3" 0/C 'THROUGH PLYWOOD PANEL - SEE CHORD INTO 2"x6" P.T. PLATE SCHEDULE FOR MIN. 0 2x4 "T" ON TOP OF PANEL MASONRY OPENING THICKNESS// D BRACING "X" BRACE SEL DETAIL- _TT__F 'ONTINUOUS I OTTOM COR 7/16" MIN. 6 � 00 0� 7/16" MIN. 4'-0" < L <= 6'-0' 12' O.C. U� a PANELS TO PROTECT WINDOW /DOOR OPENINGS AGAINST 7/16" MIN. ®1, to $=4 CD 00 MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED. JOB NUMBER: co z u� 0 DATE: ------ r DRAWN BY: C.� SCHEDULE FOR SPACING SCALE: w U HIP GIRDER _ w SIGN & EAL P TE. SEE TYP, WALL D BRACING 1"X4" MIN. k�O CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL 7/16" MIN. 6 � 00 0� 7/16" MIN. 4'-0" < L <= 6'-0' 12' O.C. U� a PANELS TO PROTECT WINDOW /DOOR OPENINGS AGAINST 7/16" MIN. ®1, to $=4 CD 00 MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED. JOB NUMBER: co ELCO TEXTRON FEMALE PANELMATE ANCHOR W/ 1-s" MIN. EMBEDMENT SEE DATE: FACE OF MASONRY OR r DRAWN BY: C.� SCHEDULE FOR SPACING SCALE: w U HIP GIRDER _ w SIGN & EAL P TE. SEE TYP, WALL RECEIVE 21/2" LONG #b SHEET METAL SCREWS AS PER FBC ': CEMENTITIOUS OR OTHER 0 4J � cd � 4) 31 � CO SECTION t606.1.4 AND TABLE 1606.1.4. 0 BLOCKING, FASTEN WITH MOISTURE BARRIER Ot.J 1063" Q 4" 0/C GABLE END BRACING 0 = ;3i 81h1 SIMPSON META20 OR LTA1 4'-0" 0/C MAX FOR m SPACED p 24 O.C. FIRST (4) ROWS OF TRUSSES CO CE) �� -14 0 4) 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SEE DETAILS. `,Z,, BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH .� ASTM C1002 FOR FIRST 8'-0" FROM END WALL 7 R 1111 BRACING P A N �" �' .... 0 4" 0/C TYPICAL 4 GABLE SECTION N❑T T❑ SCALE © � P4 �� - - -� NOTA:- IT IS 1HE CONTRACTORS QTY To F"M ���C N ❑ T T ❑ SCALE ALL DRAWINGS BEFORE CONSiRUC" BEGINN& THE ENGNIEER OF RECORD IS RESPONSIBLE FOR 1HE STRUCTURAL II --1I1 f—If----��----If----� INTEGRITY OF THIS PROJECT ONLY. ANY pSpREPANCY ONT. BEARING SPACED MET" O.C.OR LTA1 SEE STRUCTURAL NOTES AND NAILING 2"x 4" TOP CORD BLOCKING 0 48" O.C. FOR BETGMT FIELD CONDITIONS, OTHER Y DI PUANCIONALi SPACED ©24" OSCHEDULE FOR SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES 0 EDGES OF 1 GABLE END DETAIL SEE ARCHITECTURAL SHEATHING TYPICAL. BACK NAIL AND TOE SHOP DRArMNGS, ooNTRACTORS' BUNDMRG METHODS, AND THESE SIGNED APA SEAM DRAWNGS MUST BE BROUGHT SHEETS F- O R ALL NAIL ALTERNATE ENDS W/ (2) 16d NAILS. TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR 10 2X6 FASCIA NOT TO SCALE INFORMATION REGARDING THE COMB OF CONSTRUC710N. CONTRACTOR TO VIRWY ALL DWW�sWONS PRIOR 10 START OF MAY INSET TOPCNORD OF GABLE �7K STRUCWIREs GROUP IS NOT � FOR NON—STRUCTURAL ISSUES . END TRUSS TO RUN 2"x 4" ANY FINISHES, TR I M WO R K , 2'-0" OUTLOOKERS SPACED 0 24" THE sTRUC GROUP IS SSW FOR PROPOSED auNGM (NT01 EACH AX OUTLOOKER PSON H5 ©EACH MINIMUM 2"x4" CROSS aTNlsl ETC... SHOWN 0 N THIS BRACING (;EE PLAN W� S A ~ 15 NOT RESPONSOLE L COMPONENTS FOR LOCATIONS) 'ro the best of the 011011eer' 3 knowledge, the SHEET IS FOR REFERENCE TO EACHEDTRUSS (WE61.2d pians and specifications comply with the "L" BRACE B EXTEND AT LEAST minimum reciuirements of The Florida Building 12 PURPOSES 0 N L Y. (2) 2"x4" DIAG. BRACING 90! OF WEB LENGTH (SEE TABLE) Code - Residential. (� I!drtkm) 8 MAX. SPACED @ 48" 0/C. (4) 16d (2) 16(1 PER JOIN f P°lert. and .rydorfrcatrons ly mith iP,. tsiorraPe NAILS ®EACH END (TYP) bwwkv coda - coy , sectI®n F" "L" BRACE W/ 10d Q 4" 0/C I I ABLE TRUSS (20WmidK100 L. 9 (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING @ 48" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB P'Ia�M andsknothe Petda AND LOCATION SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 4" O.C. buildp� aoda, eectren WWI for I" eph mind �s FOR THE FIRST 8'-0" OF END WALL FIMM �e OP0 FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ATTACHED W/ (2) 16-d TOENAILS CONTINUOUS BOTTOM CORD BRACING 1"x4" MIN. 7M* dram I. valid for 12 =Wklu after Rha date kw 1 CHORD@ 3" O/C THROUGH Wt Is • and *mAWd or until on requfr'a�m" or CHORD INTO 2"x6" P.T. PLATE - tVm 2 ®u11dlr� Code to &NUT BRACING_ DE f AIL dwold hAur2x4 "T" ON TOP OF PANEL 51MPSON HGA10 Cel 36" O.C. p®rtidm. �ft#�s awtns on��} Arc#'Ntet+ral, T ❑ SCALE til, or snad�anrcal deta1N, If .Floud, are for BLOCKING, FASTEN WITH STUD WALL (SEE TYP. SEC.) � ��� ABLE TRUSS 10dx3' 0 4" 0/C SIMPSON SP4 @ 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD EACH STUD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG REV. DATE & COMMENTS BY SIM DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. TOP PLATE FIRST 8'-0" FROM END WALL ® 4" 0/C TYPICAL 5 GABLE SECTION NOT TO SCALE 573 W4 r PRE-ENGINEERED WOOD TRUSSES AT LEAST ONE TRUSS OVERLAP 2"x I - BRACE (2)2"x 4" DIAG-;CNA!_ BRACINC-4 SPACE ATTACHED U1/ Ihd NAILS ATTACHED LU/ (5) ad NAILS 4" O/C TYPICAL ONT. BEARING DBL. TOP PLATE SIMPSON FICA10 STUDS �� 16" O.C. (TYP.) STUDS SP4 GABLE TRU55 WEE3 U� (0 EACH STUD 2 GABLE END DETAIL_ - FRAME 9 GABLE END DIAG, ATTACHMENT � W _ - -- -- - MINIMUM (2) 12d PER JOINT NOT TO SCALE NOT TD SCALE r11NIMUM 1"x4' TRUSS BRACING 6 T_ RUN BRACING DETAIL 0 W NUT T❑ SCALE WEED HEADER AS PER STRUCTURAL PLANS «LAZED OPMO PLYWOOD PROTECTION PANE, SCHEDtRJ L = GREATER VALUE OF LI OR L2 , S - FASTENER SPACING L S (FASTENER SPACING) PLYWOOD PANEL THICKNESS CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL 7/16" MIN. 2'-0" < L <= 4'--0" 16" O.C. 7/16" MIN. 4'-0" < L <= 6'-0' 12' O.C. 7/16" MIN. PANELS TO PROTECT WINDOW /DOOR OPENINGS AGAINST 7/16" MIN. MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED. JOB NUMBER: ELCO TEXTRON FEMALE PANELMATE ANCHOR W/ 1-s" MIN. EMBEDMENT SEE DATE: FACE OF MASONRY OR PANELS TO BE CUT TO PROTECT STOREFRONT WINDOWS DRAWN BY: ATTACH PLYWOOD SCHEDULE FOR SPACING SCALE: PLYWOOD WALL SHEATHING WHICH ARE LESS THAN 96" IN WIDTH. PRE -DRILL PANELS TO HIP GIRDER AND 6" ❑ C FIELD, SIGN & EAL GLE P T, BOTTOM TE. SEE TYP, WALL RECEIVE 21/2" LONG #b SHEET METAL SCREWS AS PER FBC ': CEMENTITIOUS OR OTHER TT NI FINISH SECTION t606.1.4 AND TABLE 1606.1.4. I I 1 11 SEE UPLIFT SCHEDULE FOR STRAPPIN ' L—LA CORNER JACK z o k ANCH. ALTERNATE PROTECTION MAY BE PROVIDED USING SINS 0 Y ° HURRICANE SHUTTER SYSTEMS APPROVED FOR USE IN WIND WA4-20 SCREW W WASHER / BOURNE DEBRIS ZONES AS PER FBC, 2010. PLYWOOD PANEL - SEE TIMBER OR SCHEDULE FOR MIN. 0 MASONRY OPENING THICKNESS// --EDGE OF PLYWOOD PANEL z ® TYPICAL FASTENER� AT'TACHMENT SOME. to�- «LAZED OPMO PLYWOOD PROTECTION PANE, SCHEDtRJ L = GREATER VALUE OF LI OR L2 , S - FASTENER SPACING L S (FASTENER SPACING) PLYWOOD PANEL THICKNESS L <= 2'-0" 16" O.C. 7/16" MIN. 2'-0" < L <= 4'--0" 16" O.C. 7/16" MIN. 4'-0" < L <= 6'-0' 12' O.C. 7/16" MIN. 6'-0" < L <= 8'-0" 9" O.C. 7/16" MIN. ' 2' MIN, PLYWOOD PANEL TYP 1) SIMPS(II ETA12 @ EACII END JACK (TY1, 1 ELCO TEXTRON FEMALE7-\\ LINE OF WALL OPENING 1) SIMPSON ETA20 0 HIP JACK PANELMATE ANCHORS W/ \ 1-3/4" MIN. EMBED NOTES: 1. ALL PANELS SHALL BE PRE-CUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. I T- - - JUBLE TOP PLATE F DI 0 1" 16 MINIMUM PLYWOOD / OSB SHEATHING ATTACH SHEETS IN STAGGERED PATTERN STARTING FROM H 0 CORNER OF WALL v) JOB NUMBER: DATE: DRAWN BY: ATTACH PLYWOOD SCALE: SHEATHING W/ BCI RINCSHANK NAILS @ 3" ❑,C PERIMETER, 4" 11C, EDGES SHEET NUMBER 53 AND 6" ❑ C FIELD, SIGN & EAL GLE P T, BOTTOM TE. SEE TYP, WALL TT NI I I 1 11 11 L—LA SINS PLA car JUBLE TOP PLATE F L� 0 1" 16 MINIMUM PLYWOOD / OSB SHEATHING ATTACH SHEETS IN STAGGERED PATTERN STARTING FROM H 0 CORNER OF WALL v) JOB NUMBER: DATE: DRAWN BY: ATTACH PLYWOOD SCALE: SHEATHING W/ BCI RINCSHANK NAILS @ 3" ❑,C PERIMETER, 4" 11C, EDGES SHEET NUMBER 53 AND 6" ❑ C FIELD, SIGN & EAL GLE P T, BOTTOM TE. SEE TYP, WALL TT NI ❑R �X�����+� PLYWOOD ��'N�� PROTECTION s MAL FASTENER SPAONG SEE &NEl HIP RINE FRAMING 10 WALL SHEATHING ATTACHMEN-� ATTACHMENT, NITS T T❑SCALE NOT TO SCALE Window quid doer openT require debris impact protection as per Chapter 16 oC the l`BC', 2010 Edition. Protection can be ���� provided through external pallets (shown here), pre-engineered shutters (by others) or impact rated windows/doors (by otkiers) MASONRY FiNt mull; UL UJUI GYPSUM KNEEWALL; FIREWALL Ci UL 0308 NON -LOAD BEARING TENANT FIRE WALL A SECTION -2 -HOUR RATED CTAT• 9ATF71 CU-- ­ SCALE. N.T.S. FIRE RATED SHEATHING (48" BEYOND FIREWALL FACE) TRUSS 2'-0" O.C. TYP. R30 BATT INSUL 2"x 4" WOOD FRAME KNEEWALL CEILING BOARD W/ (2) J"TYPE X GYPSUM K20. BLOCK W/ (1) #5 CONT. LAYERS EACH FACE. (2 INSTALL A5 PER UL 0308 T` I HOUR) E EWALL CLASSIFICATION (2 HOUR ((1) 2x8 PT LEDGER W/ 2 ROWS OF MASONRY FIREWALL; UL U901 T/2"O THRU- BOLTS GYPSUM KNEEWALL; UL U308 AT 32" O.C. & STAGGERED AA�LOAD BEARING TENANT SEPERATION STUCCO & PAINT BLOCK AT -- INSIDE OF GARAGE AREA 4" THICK 2500 P31 CONC. SLAB w/ 6x 6 W1.4WL4 WWF .006" POLYETHYLENE VAPOR BARRIER UNDER SLAB OVER CLEAN COMPACTED FILL (AS PER CODE REQUIRED) w/ TERMITE TREATMENT - STD. 90' HOOK (SEE DETAIL) SCALE: N.T.S. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON 9 6" 0/0 EDGES AND 12" 0/C FIELD G FLOOR SYSTEM r SEE FRAMING PLAN FOR MORE INFORMATION 1/2" CD GYP, (TYP) GAP TYP. 2-2x12 LEDGER W/ 2 ROWS OF 5/8" DIA.4" ANCHOR BOLTS AT 16" U.C. & STAGGERED 5/8"� X 6" ANCHOR BOLTS (OR 'THRU BOLTS) AT 16" O.0 (STAGGER BOLT LOCATION TO AVOID INTERFERENCE FIREWALL CLASSIFICATION (2 HOUR) MASONRY FIREWALL; UL U901 GYPSUM KNEEWALL; UL U308 - K.O. BLOCK W/ (1) #5 CONT. IN EACH LOAD BEARING TENANT SEPERATION SCALE: N.T.S. 5/8" STUCCO WALL FINISH 8" C.M.U. MASONRY WALL SEE PLANS FOR REINFORCEMENT LOCATION AND SPECIFICATIONS ELEVATION 0'-0" ASSUMED 8" FINISHED FLOOR GRADF MIN. SEE PLAN SEE PLAN ALTERNATE WALL SECTION SCALE: N.T.S 3 1/2" 4 1/4" 3 1/2" NUT AND 2" WASHER TYP. 2-2 X 12 S.Y.P. a I , a � 8"x 16" COMPOSITE MASONRY BEAM FILLED W/ (1) #5 REBAR IN PRECAST LINTEL AND KNOCK OUT BLOCK ABOVE WINDOWS AND DOORS MUST BE FASTENED INTO STRUCTURAL MEMBERS PER MFG'S DETAIL REQUIREMENT PER DESIGN CRITERIA. NO SILLS AT WINDOWS FILL TOP BLOCK SOLID w/ CONC. AT WINDOW SILLS 5/8" STUCCO WALL FINISH 4" THICK 3000 PSI CONC. SLAB w/ Gx 6 W1.4W1.4 WWF .006" POLYETHYLENE VAPOR BARRIER UNDER SLAB OVER CLEAN COMPACTED FILL (AS PER CODE REQUIRED) w/ TERMITE TREATMENT ASSUMED ELEVATION 0'-0" GRADE • FINISHED FLOOR ' a � n P FINISH GRADE 12" SEE P A MIN. P MIN. SEE PLAN 4"I SEE PLAN CONTRACTOR •FO PROVIDE 501E TREATM NT DOCUMENTATION TO INSPECTOR FOR R VIEW. TYPICAL 2 -STORY WALL SECTION CONTRACTOR TO PROVIDE SOIL TREATMENT SCALE: N.T.S DOCUMENTATION TO INSPECTOR FOR REVIEW. 8" CMU BLOCK MASONRY 1/2" GYPSUM DRYWALL 1x4 WD FURRING IT ­ 0 16" o/c 3 1/4" BASEBOARD (1) #5 VERTI. IN FILL CELLS 4 `0 SEE FOUNDATION PLAN FOR SPACING 6x6 W1.4xW1.4 WWF 4"x4" INSPECTION PORT AT OR FIBER MESH EACH FILL CELL TYPICAL Z ELEV 0'-0" a TOP OF SLAB I -_ 6 MIL VISQUEEN CLEAN COMPACTED FILL -VIII -� , � I -I �I � I, � SEE PLAN SEE PLAN STD. HOOK (SEE DE ,) 2 -HOUR FIRE RATED PARTY WALL R STUD OPTIONS: 2"x 4" SYP #2 SPACED O 12" O.C. 2"x 6" SYP #2 SPACED @ 16" O.C. 2"x 4" SYP #1 SPACED @ 16" O.C. (1) ROW OF 2x BLOCKING @ MID HT FOR WALL HT S 8'-6". (2) ROWS OF 2x BLOCKING © 3rd PTS FOR WALL HT i 8'-6" R11 INSULATION 0 EXT. WALLS SIMPSON SPI 0 EA. STUD -- 2X P.T, PLATE SCALE: N.T.S SHEAR WALLS ONLY -1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS CSA 3" 0/C BOUNDARIES, 6" 0/C EDGES, AND 6" 0/C FIELD. 1/2" 0 SIMPSON TITEN HD ANCHOR OR SET EPDXY ANCHOR © 24" O.C. 6" MINIMUM EMBEDMENT AND 2" MINIMUM EDGE DISTANCE ti 6x6 W1.4xW1.4 WWF OR FIBERMESH G 0 cL Ld o L8L'j_LEE PLAN » #5 CONT. NOTE: SEE TYPICAL WALL SECTIONS FOR CLEAN, POISON AND COMPACT SOIL INTERIOR BEARING ADDITIONAL INFORMATION (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) NOT TO SCALE 7 CORNER I= RAMING NOT TO SCALE (3) 2x4 Stud -7/16" OSB Sheathing 1/2" GYP. E 2x4's ® 16" 0, BOT, PLATE PLYWD. FLOORING FLOOR JOISTS z FLOOR GIRDER/BEAM - 2"x4"LEDGER BLOCK W/ 16d NAILS 0 6" O.C. ((WO ROWS STAGGER PATTERN) 3-2x12 STRI ON .e 2"x4" P,T. KICK PLATE W/ Z J" 0 TAPCONS 0 12" O.C. WD. CAP TOP PLATE SEE PLAN TOP RAILING Ix- BALUSTERS CSA 4" O.C. MAX. - 1x- TREADS & °k RISERS 4x4 NEWEL POST \ - (1) 2"x8" P.T. LEDGER W/ J"O (1 TAPCONS .5" EMBED) SPACED I NG -11I G @ 16" O.C. (TWO ROWS STAGGER TYP. PATTERN)INTO CMU A II 1 SEE PLAIN N. FLA L2% 8" JOISTS 0 16" O.C. W/ SIMPSON HUS28 ® EACH END (2) 2"x8" W/ SIMPSON MTS18 OR HUC28-2 0 EACH END. SUPPORT ENDS W/ (3) 2"x 4" WOOD JACK POST. FIN. FLOOR SEE PLAN SEE PLAN NOTE: STAIR DETAILS ON FLOOR PLANS / ELEVATION SHEETS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. 10 TYPICAL IN-rERIOR STAIR NOT TOSCALE 2nd FLOOR WALL BAND JOIST NOTE: __�._ EXTEND EXTERIOR 15/32 PLYWOOD OR 7/16 OSB 1st FLUOR WALL SHEATHING OVER BAND BEAMS. ATTACH .SHEATHING TO EACH BAND BEAM W/8d 2" O.C. MAX STAGGERED. SIMPSON MSTA36 STRAP W/ 10-8d NAILS TO STUD & 10-8d TO BAND JOIST @ EA. S.Y.P. STUD (16" O.C.) OR 0 EVERY OTHER S.P.F, STUD (24" O.C.) SIMPSON I 2ND FLOOR FRAME CONNECTION 9 WOOD 1 ST FLR. 2x4 Top Plate '-"--2x/4 Flat @48" a,f.f & 48" Below Clg. INTERIOR WALL FRAME NOT TO SCALE SCALE: N.T.S. & 10-8d IU Dwvu JUIJI hJ LA. J.T.P. SIUU (16 U.C.) 2ND FLOOR FRAME CONNECTION (2) SIMPSON MSTA24 UNLESS NOTED OTHERWISE ON PLANS �2 -ROWS 16d NAILS STAGGERED @ 16" 0/C EACH FACE OR 3 -ROWS 16d NAILS STAGGERED 0 16" 0/C FOR 2"x10" OR GREATER HEADER 16d NAILS 0 16" 0/C TYP. DOUBLE 2•'X 12" HEADER W/ 1/2" FLITCH PLATE UNLESS NOTED OIHERMSE ON PLANS DOUBLE 2" X CRIPPLE STUD ONO ON PLAN FILLING AND BLOCKING AS 2"xSTUDS TYP. REQUIRED FASTENED TO HEADER W/ (2) 16d B 16" O/C UNLESS NOTED OTHERWISE FLOOR BEAM/TRUSS GIRDER -T (2) SIMPSON MSTA24 ` UNLESS NOTED OTHERWISE ON PLANS NOTE: HEADER / POST CALLOUTS ON FLOOR PLANS TAKE PRECEDENCE OVER 'THE INFORMATION SHOWN ABOVE. /11` 2ND FLOOR OPENING DETAIL NOT TO SCALE NOTE: EXTEND EXTERIOR 15/32" PLYWOOD OR 7/16" OSB SHEATHING TO BOTTOM OF BEAM OR GIRDER ATTACH SHEATHING TO BEAM W/8d 0 2" O.C. STAGGERED PATTERN NAILS MUST HAVE MINIMUM 3" EDGE DISTANCE. CONCRETE ROOF TILES OR SHINGLES N PRE-ENGINEERED WOOD TRUSSES 0' -*'E w/2X4 TOP CHORD AT 24" O.C. 12 PEEL AND STICK ROOFING UNDERLAYMENT (TILE) ^-PLANS 15 LB ROOFING FELT ,(SHINGLE WIND❑WS, DOORS, COMPONENTS SHINGLE ROOF SYSTEM TIE ROOF SYSTEM Stress 7/16" RADIANT BARRIER OSB 17/32" RADIANT OSB SHEATHING Zone 4 SHEATHING FASTENED TO TRUSSES FASTENED TO TRUSSES WITH 8d R30 BLOWN INSUL 0 %-- WITH 8d RINGSHANK NAILS Cay RINGSHANK NAILS 0 4"O/C FLAT LIVING CLO. AREAS 4"O/C BOUNDARIES, 6" 0/C EDGES BOUNDARIES, 6" 0/C EDGES & 8" & R30 BATT INSUL 0 VAULTED CEG. AREAS & 8" O/C FIELD 0/C FIELD Q SIMPSON META20 U.N.O + TRUSS w/ METAL PLATE UNDER vJ EACH TRUSS + TOP OF LINTEL OIL <10 ELEV. SEE ARCHITECTURALS 1/2" GYP WB <10 30.5 SEE ARCHITECTURALS 3 FASCIA TYPE (2) COURSES OF 29.1 K.O. BLOCK W/ (1) #5 CONT. NU� AND IN EACH 2'c WASHER TYP. Jo 2-2 X 12 S.Y.P. 29.8 50 3/4"STRUCTURAL SHEATHING GLUED 3 1/2" ° AND NAILED W/ 8d COMMON @ 1. 1 > 6" 0/C EDGES AND 12" 0/C FIEL 25.9 28.6 4 1/4" « 25.9 3 1/ FLOOR SYSTEM _ SEE FRAMING PLAN 22.7 FOR MORE INFORMATIONt 1 _ 2 -STAGGERED ROWS OF 22.7 5/8"� X 6" ANCHOR BOLTS (STO.C. 1/2" CD GYP. ( GAP GAP (STAGGER AGGER BOLT LOCATION TYP. TO AVOID INTERFERENCE 30.2 W/ FLOOR TRUSSES) 2-2x12 LEDGER W/ 2 ROWS OF 28.6 5/8" DIA.x6" ANCHOR BOLTS AT 16" O.C. & STAGGERED (2� COURSES OF r K.& BLOCK W/ (1) #5 CONT. 1/2" GYP. BD. DRYWALL OVER IN EACH 3/4" RIGID INSULATION STRIPS)-T� 27.9 8"x 16" COMPOSITE MASONRY BEAM FILLED W/ (1) #5 REBAR IN PRECAST LINTEL AND KNOCK OUT BLOCK ABOVE WINDOWS AND DOORS MUST BE FASTENED INTO STRUCTURAL MEMBERS PER MFG'S DETAIL REQUIREMENT PER DESIGN CRITERIA. NO SILLS AT WINDOWS FILL TOP BLOCK SOLID w/ CONC. AT WINDOW SILLS 5/8" STUCCO WALL FINISH 4" THICK 3000 PSI CONC. SLAB w/ Gx 6 W1.4W1.4 WWF .006" POLYETHYLENE VAPOR BARRIER UNDER SLAB OVER CLEAN COMPACTED FILL (AS PER CODE REQUIRED) w/ TERMITE TREATMENT ASSUMED ELEVATION 0'-0" GRADE • FINISHED FLOOR ' a � n P FINISH GRADE 12" SEE P A MIN. P MIN. SEE PLAN 4"I SEE PLAN CONTRACTOR •FO PROVIDE 501E TREATM NT DOCUMENTATION TO INSPECTOR FOR R VIEW. TYPICAL 2 -STORY WALL SECTION CONTRACTOR TO PROVIDE SOIL TREATMENT SCALE: N.T.S DOCUMENTATION TO INSPECTOR FOR REVIEW. 8" CMU BLOCK MASONRY 1/2" GYPSUM DRYWALL 1x4 WD FURRING IT ­ 0 16" o/c 3 1/4" BASEBOARD (1) #5 VERTI. IN FILL CELLS 4 `0 SEE FOUNDATION PLAN FOR SPACING 6x6 W1.4xW1.4 WWF 4"x4" INSPECTION PORT AT OR FIBER MESH EACH FILL CELL TYPICAL Z ELEV 0'-0" a TOP OF SLAB I -_ 6 MIL VISQUEEN CLEAN COMPACTED FILL -VIII -� , � I -I �I � I, � SEE PLAN SEE PLAN STD. HOOK (SEE DE ,) 2 -HOUR FIRE RATED PARTY WALL R STUD OPTIONS: 2"x 4" SYP #2 SPACED O 12" O.C. 2"x 6" SYP #2 SPACED @ 16" O.C. 2"x 4" SYP #1 SPACED @ 16" O.C. (1) ROW OF 2x BLOCKING @ MID HT FOR WALL HT S 8'-6". (2) ROWS OF 2x BLOCKING © 3rd PTS FOR WALL HT i 8'-6" R11 INSULATION 0 EXT. WALLS SIMPSON SPI 0 EA. STUD -- 2X P.T, PLATE SCALE: N.T.S SHEAR WALLS ONLY -1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS CSA 3" 0/C BOUNDARIES, 6" 0/C EDGES, AND 6" 0/C FIELD. 1/2" 0 SIMPSON TITEN HD ANCHOR OR SET EPDXY ANCHOR © 24" O.C. 6" MINIMUM EMBEDMENT AND 2" MINIMUM EDGE DISTANCE ti 6x6 W1.4xW1.4 WWF OR FIBERMESH G 0 cL Ld o L8L'j_LEE PLAN » #5 CONT. NOTE: SEE TYPICAL WALL SECTIONS FOR CLEAN, POISON AND COMPACT SOIL INTERIOR BEARING ADDITIONAL INFORMATION (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) NOT TO SCALE 7 CORNER I= RAMING NOT TO SCALE (3) 2x4 Stud -7/16" OSB Sheathing 1/2" GYP. E 2x4's ® 16" 0, BOT, PLATE PLYWD. FLOORING FLOOR JOISTS z FLOOR GIRDER/BEAM - 2"x4"LEDGER BLOCK W/ 16d NAILS 0 6" O.C. ((WO ROWS STAGGER PATTERN) 3-2x12 STRI ON .e 2"x4" P,T. KICK PLATE W/ Z J" 0 TAPCONS 0 12" O.C. WD. CAP TOP PLATE SEE PLAN TOP RAILING Ix- BALUSTERS CSA 4" O.C. MAX. - 1x- TREADS & °k RISERS 4x4 NEWEL POST \ - (1) 2"x8" P.T. LEDGER W/ J"O (1 TAPCONS .5" EMBED) SPACED I NG -11I G @ 16" O.C. (TWO ROWS STAGGER TYP. PATTERN)INTO CMU A II 1 SEE PLAIN N. FLA L2% 8" JOISTS 0 16" O.C. W/ SIMPSON HUS28 ® EACH END (2) 2"x8" W/ SIMPSON MTS18 OR HUC28-2 0 EACH END. SUPPORT ENDS W/ (3) 2"x 4" WOOD JACK POST. FIN. FLOOR SEE PLAN SEE PLAN NOTE: STAIR DETAILS ON FLOOR PLANS / ELEVATION SHEETS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. 10 TYPICAL IN-rERIOR STAIR NOT TOSCALE 2nd FLOOR WALL BAND JOIST NOTE: __�._ EXTEND EXTERIOR 15/32 PLYWOOD OR 7/16 OSB 1st FLUOR WALL SHEATHING OVER BAND BEAMS. ATTACH .SHEATHING TO EACH BAND BEAM W/8d 2" O.C. MAX STAGGERED. SIMPSON MSTA36 STRAP W/ 10-8d NAILS TO STUD & 10-8d TO BAND JOIST @ EA. S.Y.P. STUD (16" O.C.) OR 0 EVERY OTHER S.P.F, STUD (24" O.C.) SIMPSON I 2ND FLOOR FRAME CONNECTION 9 WOOD 1 ST FLR. 2x4 Top Plate '-"--2x/4 Flat @48" a,f.f & 48" Below Clg. INTERIOR WALL FRAME NOT TO SCALE SCALE: N.T.S. & 10-8d IU Dwvu JUIJI hJ LA. J.T.P. SIUU (16 U.C.) 2ND FLOOR FRAME CONNECTION (2) SIMPSON MSTA24 UNLESS NOTED OTHERWISE ON PLANS �2 -ROWS 16d NAILS STAGGERED @ 16" 0/C EACH FACE OR 3 -ROWS 16d NAILS STAGGERED 0 16" 0/C FOR 2"x10" OR GREATER HEADER 16d NAILS 0 16" 0/C TYP. DOUBLE 2•'X 12" HEADER W/ 1/2" FLITCH PLATE UNLESS NOTED OIHERMSE ON PLANS DOUBLE 2" X CRIPPLE STUD ONO ON PLAN FILLING AND BLOCKING AS 2"xSTUDS TYP. REQUIRED FASTENED TO HEADER W/ (2) 16d B 16" O/C UNLESS NOTED OTHERWISE FLOOR BEAM/TRUSS GIRDER -T (2) SIMPSON MSTA24 ` UNLESS NOTED OTHERWISE ON PLANS NOTE: HEADER / POST CALLOUTS ON FLOOR PLANS TAKE PRECEDENCE OVER 'THE INFORMATION SHOWN ABOVE. /11` 2ND FLOOR OPENING DETAIL NOT TO SCALE NOTE: EXTEND EXTERIOR 15/32" PLYWOOD OR 7/16" OSB SHEATHING TO BOTTOM OF BEAM OR GIRDER ATTACH SHEATHING TO BEAM W/8d 0 2" O.C. STAGGERED PATTERN NAILS MUST HAVE MINIMUM 3" EDGE DISTANCE. SCALE: N.T.S. )SS/JOIST EXE C 0 Psion THIS PLAN HAS BEEN DESIGNED TO COWLY WITH ALL PROVISIONS OF E N C L 0' -*'E D AllowaNe ALL STRUCTURAL MEMBERS IN THiS BUILDING HAVE BEEN DESIGNED USING ALLOWABLE STRESS DESIGN METHODS. AS SUCH VASD HAS BEEN USED TO DEVELOP WIND PRESSURES. WIND❑WS, DOORS, COMPONENTS DESIGN WIND PRESSURES Stress DESIGN WIND PRESSURE (PSF) SCALE: N.T.S. )SS/JOIST EXE C 0 Psion THIS PLAN HAS BEEN DESIGNED TO COWLY WITH ALL PROVISIONS OF FBC-2010 INCLUSIVE OF ASCE 7-10 WIND PROVISIONS FOR A NOMINAL DESIGN 3 -SECOND GUST OF 139 MPH (VOLT) OR 107.7 MPH (VASD). AS DEFINED IN SECTION 1609, THIS STRUCTURE DOES MEET THE REQUIREMENTS FOR AN ENCLOSED BUILDING; AND AS SUCH HAS BEEN DESIGNED WITH AN INTERNAL PRESSURE COEFFICIENT OF +0.18 AND -0.18, UNADJUSTED FOR ZONES 1, 2 AND 3. DESIGN HAS UTILIZED A WIND 1NIPORTANCE FACTOR OF 1.00 FOR BUILDING CATEGORY II IN AN EXPOSURE C AREA WITH A MEAN ROOF HEIGHT OF 30 FEET AND COMPLIES WITH WIND SPEED MAPS AS ADOPTED BY THE LOCAL JURISDICTION. ALL STRUCTURAL MEMBERS IN THiS BUILDING HAVE BEEN DESIGNED USING ALLOWABLE STRESS DESIGN METHODS. AS SUCH VASD HAS BEEN USED TO DEVELOP WIND PRESSURES. WIND❑WS, DOORS, COMPONENTS DESIGN WIND PRESSURES ENCLOSED BUILDING DESIGN WIND PRESSURE (PSF) Zone 4 Effective Wind Area Ultimate Wind Speed Zone 5 Effective Wind Area Ultimate Wind Speed 139 MPH 3 -sec. Gust 139 MPH 3 -sec. Gust Q SQ FT + - vJ SQ FT + _ <10 30.5 33.0 <10 30.5 40.7 3 �� J 20 29.1 :31.6 20 29.1 38,1 Jo 27.3 29.8 50 r 27.3 .34.4 100 25.9 28.6 100 25.9 31.6 500 22.7 25.3 500 22.7 25.3 GARAGE DOOR 96'-0" WIDE T-0HEIGHT 26.7 30.2 1 0 WIDE 7 0 HEIGHT 25.6 28.6 ROOF WIND ZONES DESIGN PRESSURES FOR THE ROOF ZONES ARE TAKEN FROM THE MOST CONSERVATIVE CASE. (INCLUDING ROOF SLOPE, EFFECTIVE AREA AND OVERHANG CONDITIONS) ZONE 1 27.9 30.5 ZONE 2 27.9 51.1 ZONE 3 27.9 77.0 NOTES! 1, ANY WIND❑W, ALL ❑R PART, WHIC1-1 IS WITHIN 6' OF A CORNER SHALL BE CONSIDERED ZONE 5 PER CHART ABOVE, ALL OTHER WIND❑WS ARE CLASSIFIED IN Z❑NE 4, 2. ROUND AREA D❑WN TO THE LARGEST PRESSURE IN THE CHART ABOVE, - DESIGN PRESSURES ABOVE REPRESENT THE NET PRESSURE (S(JM OF EXTERNAL AND INTERNAL PRESSURES) APPLIED NORMAL TO ALL SURFACES. COMPONENT MANUFACTURER SHALL USE THE HIGHER OF THE TWO NUMBERS FOR APPLICABLE SQUARE F30TA(�F __ cU 1 � r 0 N O \2 0 I U U� a I Lo �j O 0 q cr) I (U U H U C v V2 n W a -a Fsl U1 - V) I2Qr O � � C�2 0 0 co 1 (0 In.oz` MLo (U CQ U C\2 c 0 � CO LID CO LOD CO 00 40 =11` a� z9) arw O G� Pq (1THESE DRAWINGS ARE THE PROPERTY OF NICK M. BRADFORD, P.E. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTUR INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONAL`. SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TI THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF AN' CONSTRUCTION. THE STRUCTURES GROUP IS NOT RESPONSIBLE A ANY DIMENSIONS. THE STRUCTURES GROUP IS RESPONSIBLE FOR PROPOSED CHANGE TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE STRUCTURES GROUP IS Nor RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. To the best of the engineer's knowledge, the plans and specifications Comply with the minimum requirements of The Fiorida tauilding Code - Residential . (2010 Edition) Plans and specifications Comply with the Florida building code - RESIDENTIAL , section R301 (2010 edition) Plans and specifications comply with the Florida building code, section 1609 for 139 rnph wind zone (2010 Edition) 'This drawing is valid for 12 months after the date it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code is changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and are not covered under this seal. mmm REV. DATE & COMMENTS BY SCALE SHEET NUMBER S4 SIGN & SEAL '`)' 3 I) 2om .� » 0 > U W Q V, n O Q x W Q � vJ JOB NUMBER: 2012 DATE: JUNE 12, 2013 DRAWN BY: SCALE SHEET NUMBER S4 SIGN & SEAL '`)' 3 I) 2om NOTES: I. APPLY $OLID BEAD OF ROOF MASTIC JUST b ABOVE THE ROOF JACK. ' C) 2. 5LIDE STORM COLLAR DOLN MAKING 5URE THE COLLAR 15 COMPLETELY SEATED IN MASTIC AND THERE ARE NO VOIDS. 4) 3. WHEN COLLAR 15 IN FINAL P051TION APPLCq Y CEJ p FINAL BEAD OF MASTIC AROUND TOP OF CIS ASPHALT SEALANT: ASPHALT SEALANT: STOr�rI COLLAR STUCCO FIN15H 1 P' EXTEND MIN. 6" i :j EXTEND MIN. 6 ABOVE a ABOVE a 5" MIN. FLASHING d C.M.U. FLASHING MIN. GALV. ITL. 5X4" ° 5" MIN. D PLASHINGIVERTER DCB 10035 OR EQUAL 4 MI FLASHING STORM c LLAR —� TOP AND SIDES of d - DIVERTER (SLOPED, u�/ DRIP EDGE) LASHING f4 PLASHING MIN. , G UNDER ROOF. r F UI l SHINGLES OR 1— N 45 DEGREE ANG. CONCRETE TILT: ROOF JACK PREMANUFACTURED -Y 'L' FLA I _ SOLID ROOF MASTIC, EXTEND I " MIN. GAL SH NG -- _ — DRYER VENT CAP BEYOND DRIP ---------- ----____-__= TYPICAL (SET IN CONT. SEALANT) ® w _ -=_-_-----------_-_---------------------------- =EDGE @ WALL. __--------------- ------------------ d ------------------To ° r� a' GAP CQ ROOPING PELT ______ ______ DRIP EDGE o CAULK BOTTOM DO 0 NOTE ---_ -- ONLY BOTTOM FLANG=E BOTTOM OF FLASIAING A - � TWO SIDS ¢. � � to 9 O GUT SACK FASCIA DRIP NAILS �XPO5ED OVER ROOFING ',� �i CTD 00 � BETWEEN 1-1/2" TO 2" EDGE FASCIA \ v -� kb1 M O C FASCIA C-) � � � G 1 CURE 1: PLASH I NG OR�'R VENT _ 1 INSTALLATION 2 f I CURE -2: CORNER r;)rzTA I L. 3 \/ENT PIPE P N TRAT I ON�P�EN TRAT I ON IN CMU 'No SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ©NESE �R/l'wIGB NE TIE PR�PERIY QF = 11. BRA9FM P.F. ANY IiPRWUCIION dt W= UX IS Pr fs= NOTE IT IS THE CONTRACTORS RESPONSIBNJIY M REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RF"SIME FOR THE STRUCTURAL INTEGRITY OF THIS PRO,ECT ONLY. ANY DISCREPANCY BETNF.EN FIELD CONDITIONS, OTHER DESIGN PROFES"ALS' SHOP DRAMOS„ CONTRACTORS' BULDING METHODS, AND THESE SIGN® MA SEION RI ED DRANTNGS MUST BE BROUGHT REFER TO NOTE _ TO THE ATTENTOF THE ENGI1�R OF RECORD PRIOR TO BELOW FLASHING MEMBRANE � p THE COMMENCEMENT OF CONSTRUCITON. CONTRACTOR TO VEWY ALL DNlE?l9iM PRW TO START' OF ANY SEALANT 2 2 3" MIN �� CROUP IS NOT REWONSO E FOR DO NOT TAPE BOTTOM OF -1/0" STUCCO 1 1/2" GAL WD MEMBRANE TO BUILDING 1HE STRUCTURES CROUP IS LE FOR FROPM OANCFs - - SCREW 6" OG ® TO ONi°RIMMY. 7iK � MW IS NOT INSULATION PAPER BACKED LATH FLASHING TAPE T❑ I DAM FOR 170SM sTRUCRRAI. COMPOM NTS• SHEATHING PER SPECS To the best of Che en,Jineer's knowledge, the PER PLAN SEAL GASKET SILL I 1 1 1 1 plan, -111d spa flc•l o113 comply ' ., � �r'l - r1 with the 1 minimum requirement The ld a IIuildincJ /\ 15* FELT I — _., ' Gode - R aidential. f29W Edition) LAP 4' OVER FLASHING I X 2 WD DAM �� I - NO SEALANT FLANGE _ r4ow and 4pooIficatic ns coW19 with the Plarida _ bw1411M tecta - 1�1�1 , *salon Tit APPROVED FLASHING VULKEM S 1� AT SILL �( tao.�lcl�,� PIPE THROUGH WALL SEALANT STUCCO, SIDING:, BRICK, ETC. (0.19 X 1 ROLL) ;,1 ! Flan. and .pselneatTen. ly with the t�lerirla BEAD BELOW Ix 1 •,r.AIen m � I� windd ATTACH 2x6 �w� sTe� 5YP*2 "J" CHANNEL STUCCO STOP - WD DAM 4 RETURN WEATHER RESISTANT WINDOW Irrg \ o Ercn zom UP CORNERS 1 Tm* straw N tt» Valid for to Monafter the slate w/ 4-16d NAILS 3/4" CLEARANCE MIN. ' FLASNINCx It to =and ..uls�l or uttil TO EACH STUD CAP 5HINGLE QUICK FLASH GASKET j' WEATHER RESISTANT HOUSE WRAP STEP 1 STEP 2 STEP 3 the ������ ida ��of ROOF 5HINGLE5 INSTALL PER MFG, ` (TI -PAR, TYVEK, OR EQUAL) INSTALL 9" MUISTDP INSTALL STUCCO STOP INSTALL 9" MUISTOP dunged I/2" GYP. BD. \ JAMB FLASHING DR J -MOLD HEAD FLASHING /� SHEATHING enM�. Ardltierst-al 15* FELT V — drawing and *"W figr the *UmoUrai ih1. s#awl- b . STEP 4 wle�ta I�al, ®r antaal deNI1N, IP �itawry, aFe for — FRAME WALL M❑ISTOP PRODUCTS BY F❑RTIFIBER APPLY BUILDING PAPER ®"�1' are "� ROOF SHEATHING PER SPECS BUILDING PAPER UNDER "QUICK FLASH" Q BUILDING PRODUCTS SYSTEMS IN WEATHERBOARD FASHION NOTE: SEAL. ALL EXPOSEDNOTE: W/ NAIL HEADS Q GAP SHINGLES ROOF TRUSS OR 2x4 A �p BLOCKING FOR USE WINDOW FRAMES 3 OR LESS a \Y/ A APOR ARRI R I POO�g e REV. DATE &COMMENTS BY IN WIDTH, GOORDINATE WITH THE WINDOW MANUF,4GTURER TO INSURE ADEQUATE GLEARANGE SCALE: N.T.S. r5_,_�ROOf TO ALL f%.A H I NO \/ ENT PENETRAT I ON FOR USE OF LOGKS AND LIFT RAIL. SCALE: N.T.6. AOR A001:) FRAME -i AOO=� OPENING PAN - SCALE: N.T.S.P�.,A54� I NG �0R AI NOOY� BILL ROOP CRICKET: MIN. 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY SCALE: N.T.S. LOCATIONS) VERTICAL WALL AT ENTRY" � 2 3" MIN _ Y .� (� 1 1 1 ! 1 SHINGLE OR CONCRETE TILE STEP 1 STEP 2" APPLY SEALANT PER STEP 3 INSTALL F� MIN. MOISTOP INSTALL 6' MIN. M❑ISTOP 0 JAMB FLASHING DOOR MANUFACTURER HEAD FLASHING AND INSTALL DOUR STEP h M❑IST❑P PRODUCTS BY FORTIF-IBER APPLY BUILDING PAPER ---- BUILDING PRODUCTS SYSTEMS IN WEATHERBOARD FASHION 1 FLAP --- _ � FLAP -- _ _- � FLAP ---- ___. � FLAP - Y'A OR5ARRIER AT (✓ m NOTE: THIS DETAIL 15 SHEATHING °' SHEATHING SHEATHING SHEATHING REQUIRED AT ALL VERTICAL WALL SCALE: N.T.S. s �'ol oo w THRROOF VALLEYS 4 3 ROOF CRICKETS. 4" WIDE VINYL CONTROL JOINT 4" WIDE VINYL CONTROL JOINT 4 `i �o oo - Q BY VINLYGORP (15'78-U) OR BY VINLYGORP (1578-U) OR Ix2 L EQUAL EQUAL CURES ,- - 1 11 ...................................................................................................................................................................................................................... MANUF. TRUSS OR RIBBON MANUF. TRU55 OR RIBBON f� 2 / BLK WALL TO FRAME WALL VERTCONTROL JOINT ELK 2 3 �—ASPHALT SASED BOARD OFFSET W/ BLOCK BOARD OFFSET W/ BLOCK HORZ SPLICE SHOULD N07 i3L WITHIN ' HORZ CONTROL JVERSEALANT APPLIED -JOINT WALL TO FRAME WALL 2'-O" OP T CONTROL JOINT 3 DETAIL /16" O.S.B. OR 15/32"0515 /16" O.S.B. OR 15/52" 055 TRANI517ION DETAIL STEP I STEP 2 STEP 3 STEP 4_ BI✓HINi>O FLA5HING WEATHER RESISTANT WEATHER RE515TANT 'HOUSE WRAP VENDOR' TO "BY WINDOW COMPANY' 'BY WINDOW COMPANY' 'BY WINDOW COMPANY' PLASTER STOP AND EXTENDING A � f� BARRIER #1 - HOUSE WRAP BARRIER #1 - HOUSE WRAP CUT CORNERS OF BUILDING INSTALL' BITUMINOUS APPLY CONT. BEAD OF INSTALL 6' JAMB FLASHING MINIMUM OF 6" N� PAPER Q 45• ANGLE 9' UP FLEXIBLE SILL FLASHING SILICONE CAULK ON BACK (Ex: FORTIFIBER, M015TOP, ' ABOVE 1" BITUMINOUS TAPE FLASHING BITUMINOUS TAPE FLASHING AND 9' OUT FROM UPPER OVER IX2 CURB d HOUSE SIDE OF TOP AND SIDE OR EQUAL) OVER WIN. FLANGE. =SEALANT z VERTICAL RISE CORNERS. WINDOW WRAP (EX: DUPOINT WIN. FLANGES. INSTALL WIN. EXTEND 4' ABOVE OPNG. 4 8' OF FLASHING ' WEATHER RESISTANT WEATHER RE515TANT :SHINGLES OR N JOB NUMBER: 2012 ;v COMPANY TO PROVIDE 1x2 FLEXIURAP OR EQUAL) ACCORDING TO MANUF. BELOIU. _ Q AT WALL BARRIER #2 - BARRIER #2 - -- $PEGS. CONCRETE TILE ?v PAPER-EAGKIN& OR EQUAL PAPER-BAGKIN6 OR EQUAL — — — ---- FLAP - _ FLAP- FLAP 41, X 51, DATE: March 15, 2012 7/5"H LA W UCC STO / T - LATH 7/8" STUCCO AlLATH - LATH �- TO OVERLAP CONTROL TO OVERLAP CONTROL � \ �� HORIZONTAL(� - E DRAWN BY EC JOINTS PER MANUF SPS JOINTS PER MANUF SPECS _ — GALV, FLASHING u� 6" TALL, VINYL CONTROL JOINT 6" TALL VINYL CONTROL. JOINT - —nr, 5� - ' CONT SCALE: BY VINLYCORP (1578-50 UL) OR BY ,ANLYGORP (1578-50 UL) OR j EQUAL E�uAL 8., 4 3 / 4 4 3 4 4 3 / 4 �— I/2" STUCCO OVER CMU I/2" STUCCO OVER (:,MU APPLY BEAD OF 3' UNPUNGHED ' SHEET NUMBER ELAWOMERIC SEALANT OR CONNECTOR i 3 1/2" FELT PAPER BTWN 3 1/2" FELT PAPER BTWN EQUAL ON CONNECTOR BEFORE j 411 HORIZONT L S 5 ELK 4 V400V4001;)NG aaCONT BLK 4 WOOD GOVT ASSEMBLYIIN FIELD NOTCH BOTTOM OF VERT NOTCH BOTTOM OF VERT 3 FLASHING CONTROL .JOINT TO 51T FLUSH ON CONTROL .JOINT TO SIT FLUSH ON HORZ CONTROL JOINT HORZ CONTROL JOINT SIGN & SEAL GMU CMU STEP 5 STEP 6 STEP l PUNCHED PUNCHED 'BY WINDOW COMPANY' 'BY WINDOW COMPANY" 'BY WINDOW COMPANY" INSTALL 6" HEAD FLASHING ALLOW BLDG, PAPER FLAP APPLY JAMB FLASHING OR " ALL BUTT .JOINTS, INTERSE=CTIONS 4 * ALL BUTT JOINTS, INTERSECTIONS 4 RESIST OVER WIN. FLANGE. TO DRAPE OVER THE WEATHER ANT TAPE ENDS SHALL BE SEALED AT TIME? OF P -NDS SHALL BE SEALED AT TIME OF EXTEND BEYOND OPNCz, NERD FLASHING. OVER 4R RESISTANGLE CUT IN INSTALLATION U51NG AN INSTALLATION U51N6 AN BLDG. PAPER. OVERLAP ELASTOMERIG SEALANT, OR EQUAL ELASTOMERIG SEALANT, OR EG2UAL ANGLE GUT BY MIN. OF 2". r—LA5H I NG DETAIL AT LOCK AALL TO IINOOO MECHANICAL CONTROL VAPOR BARR I SR AT A I NOOA5 12 �RAlvl TRANS I T I ON 13 JOINT i�ETA I L >> GR I GCT/IN��1��. INTER. SCALE: N.T.S. SCALE: N.t$. SCALE: N.T.S. SCALE: N.T.S. ; ��� WALL HEIG T5 -+ — VERIFY ALL BEARING WALL HEIGHT5 WITH FINAL TRU55 LAYCUT5 SG it 201, 3283; _. Prajef LOWER ROOF/UPPER FLOOR FRAMING PLAN_ uR COMP FILE COMMUNI F( lot. blk Hidden Lar Gupl?x Trills s_ Preliminary q.13.13 Truss I -D. Bearing uplift Stip Manuf. Strap Number Capach Fastening G04 L 237 SIPIPSON CA23 1 36835, 13-1eci ALL OTHER TRUSSES S I i MSONPY BEAP%G SINIPSON ME A2t0 1 14 —,G 7-1 OIx 11/2" WOOD MAIMED SlMPSON H10A 1 � 1 140 18-1 Od x 1 112" B4JCKEF CONNECTIONS SIMPSON LHUS26 I 155: 20-161 LOWER ROOF/UPPER FLOOR FRAMING PLAN_ uR COMP FILE COMMUNI F( lot. blk ISSUED REVISED q.13.13 V 1 • o • 4— "n •rl n rt n t ryyYqyq''� s s • LOWER ROOF/UPPER FLOOR • FRAMING PLAN • DWN BY: R.R. • • CHECKED BY: • SH T NUMBER • S1 • 0 OCT .1 3 V 1 • LOWER ROOF/UPPER FLOOR • FRAMING PLAN • DWN BY: R.R. • • CHECKED BY: • SH T NUMBER • S1 • 0 OCT .1 3 WALL HEIGH75 VERIFY ALL BEARING WALL HEIGHIT5 WlTk1 FINAL TRU55 LAYOU 5 5G�2013;203 Project: HUdPnG_aKeDuplex Truss I_a_ Bearing Upiift Stag, Mand. Strap Number Capacity Fastening G04 L 2841 SIMPSON PA2.3 % 3685 1=;-16ci R 2347 SIMPSON PA23 3,6 �6. 13-16d ALL OTHER TRS! ► aES.. f,MSONRY BEARING SIfyIPS5N ME A20 1450, 7-10cix'1 112° Vl(,-YJD FPAMED SIMPSON H10A 1 J- I T1 SIMPSON HU 26 1 1550 T4 T4 I _ °iwt10UNTSTRAPS VERTI CA,L _ k T'1 s • G4 G4 G3 _ G3 G2 G2 G1 G1 WALL HEIGH75 VERIFY ALL BEARING WALL HEIGHIT5 WlTk1 FINAL TRU55 LAYOU 5 5G�2013;203 Project: HUdPnG_aKeDuplex Truss I_a_ Bearing Upiift Stag, Mand. Strap Number Capacity Fastening G04 L 2841 SIMPSON PA2.3 % 3685 1=;-16ci R 2347 SIMPSON PA23 3,6 �6. 13-16d ALL OTHER TRS! ► aES.. f,MSONRY BEARING SIfyIPS5N ME A20 1450, 7-10cix'1 112° Vl(,-YJD FPAMED SIMPSON H10A 1 1140 18-10d x 1 1/2" BUCKEF CONNECTIONS SIMPSON HU 26 1 1550 20-1 Cid i I _ °iwt10UNTSTRAPS VERTI CA,L _ k UPPER RO-OF FRAMING PLAN SCALE: 1/4'- 1'-0' ,F; COMP FILE GOMMUNITf lot. blk ISSUED 013.13 REVISED q.13.13 • a � • w0 I N ro� � o N W U W W � O O Q d20 w�Q 20 t• rn rl ArFP • UPPER ROOF FRAMING PIAN • DWN BY: R.�. ECKED BY: D.D. • SH ET NUMBER S2 • F . �d 1] 73 C I s • • UPPER ROOF FRAMING PIAN • DWN BY: R.�. ECKED BY: D.D. • SH ET NUMBER S2 • F .