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HomeMy WebLinkAbout1445, 1441 Petersen PlApplication No: F;�V CA,`r CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ + Job Address: Historic District: Yes ❑ No 0' Parcel I1):��-)1�'Y Ipi0(n Zoning: .Description of Work: c Plan Review Contact Person: Phone:iU7-moi .>cl� -�Z`c`Zt`J FaX: E-mail: Y�ilC)1 C Property Owner nuumidtion Nalxle �.' W)iRkrl , WO, Phone: Street: (02o `)Lf"% \r���t H5 u �s�� Resident of property! City, State zip: Contractor Information Nance c- �AT VT. 1�� K ,` i�1 '! �l �✓ Y 11o1I(: t - street: Fax: City, State Zip: _0 kA("0rV''>0 + V5 � ���� State License No.: Architect/Engineer Information Name:' t-lG`t'l �C, Phone: StI•ee� l��'��� � �V'L�`l,l , V1 �� �' �U 1 Fax: City, 8t, file' \ _T�'k ,�� Bonding CrompaIly: N 1 'V \ N Mortgage Lender: W (k Address: / ,/l� • �/i / ,i r�, %.),Address: V fid/ �1 �%tn rt.1c) [ �t✓lrSer_r , -L % 2�' C/�, </� ✓ /3 PERMIT INFORMATION Building Permit 11 Square Footage: _ORU No. of Dwelling Units: Construction 'Type:),5 A _ No. of Stories: c Electrical ❑ New Service —No. of AMPS: r Flood Zone: Mechanical 0 (DUCt layout required for mew systems) Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarau ❑ No. of heads: — FEB 2 4 Application No: -- CITY OF SANFOR.D 2014 BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $� Job Address: '�utf.1.1 Historic District: Yes ❑ No ©'' Parcel ID:��Ji7 Zouiiig: Description of Work:(��'�- n Plan Review Contact Person: �i'Il(1 1VYl�n1� Title'PWkyl'' 1 ���'ir���'���lJ� Phone: «r('�n1>-1 [! .L) Fax:;�)�-r�� ��u E-mail:roCC��U1,�ilUY1 ('.tJ�vl Property Owner Information Name ��m� I��)l�l';t/t� �l. Street: [ 0 -c2-t'Y� L�t�" �_�I`������-��-Resident of property? City, State Zip; Contractor Information E Phone:-����`7 Nan►e >�-fi�-'�ff�-.1�'L'� �'(�t tVLC.� 1 �`J� _ «�',1/rF�►.�,�VIC�. Street: �� ;t'� �� i � i �V(7� t-� l.cc��) Fax: Mate7LicenseNo.: City, State Zip: Architect/Engineer Information Nanie:�%l\ Street: City, St, zip: Bonding Company: Phone: Fax: E-mail: E-mail: 4✓���G_�('i-jV� Mortgage ]Lender: KI At Address: %l in �� //(0,,2 % �Add ess: PERMIT INFORMATION Building Permit ❑ G Square Footage: ��� Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: �\-V-) Plumbing Electrical El t7 C7 New Service - No. of APS: %� �) () New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: � lo 18.ot- -- [he Reserve at i'dden Lake ADJ. ADJUSTABLE DW. DI5HWA5HER H.B. HOSE BIBB REGP. REGEPfAGLE AIG AIR GONDITIONING DWR DRAWER HR, HOUR REF. REFERENCE ALT. ALTERNATE DWG. DRAWING HYD, HYDRANT REINF. REINFORCE (D) (INC) A.B. ANCHOR BOLT DIV. DIV151ON IN, INCH R.A. RETURN AIR ABV. ABOVE DN, DOWN INCL. INCLUDE (ED) (INC) RAS ROD AND SHELF A.F.F. ABOVE FINISHED FLOOR 05. DOWNSPOUT INSUL. INSULATE RM, ROOM ARCH, ARCHITEGfURAL ELEG. ELECTRICAL INT. INTERIOR R.O. ROUGH OPENING AUTO. AUTOMATIG EA. EACH KIT, KITGHEN 5GH. SCHEDULE A5PH. ASPHALT EQ, EQUAL LAM, LAMINATE 51IT. SHEET BM. BEAM EQUIP, EQUIPMENT LAV. LAVATORY 5IM, 5IMILAR BRC. BEARING EXH. EXHAUST LAUN. LAUNDRY 5,6. SOLID GORE BET, BETWEEN EXIST, EXI5TING LVR, LOUVER 56L. 51NOLE B.L. BUILDING LINE EXT. EXTERIOR LTO. LIGHTING 5PEG. 5PEGIFIGATION BLK. BLOCK FIN. FINISH LT. LIGHT 50. SQUARE BLKG. BLOGKING F.G. FIXED GLA55 M.D. MACHINE BOLT STD. STANDARD BD. BOARD FLR FLOOR MFR. MANUFACTURE (R) 51 STEEL BOT. BOTTOM F.D. FLOOR DRAIN MA5, MASONRY 5TOR. STORAGE BLDG. BUILDING F.B. FLOOR BREAK M.O. MASONRY OPENING 5TRUGT. 51RUGTURAL GAB. GABINET FLUOR. FLUORESCENT MAIL. MATERIAL 51M. 5IMILAR GPT. CARPET FT. FOOT MAX. MAXIMUM 5Y5, SYSTEM GLC, GEILING FTG, FOOTING MEGH. MECHANIC (AL) SHTG, 5HEATHING GLC, HT, GEILING HEIGHT FND. FOUNDATION MED. MEDIUM TEL, TELEPHONE GEM. GEMENT FURR. FURRED (INC) MEMB. MEMBRANE T.V. TELEV15ION GTR, CENTER FUT. FUTURE MIL. METAL TEMP. TEMPERED G.T. GERAMIG TILE FR. FRENGH MIR. MIRROR THRE5. THRESHOLD GLR, CLEAR (ANGE) F.A.U. FORGED AIR UNIT MI%. M15GELLANEOU5 T46 TONGUE AND GROOVE CLO. CLOSET F,0.5. FACE OF 51UP MIN. MINIMUM TIP LINE TEMP Q PRESSURE LINE COL. COLUMN F.G. FIXED 6LA55 MLD, MOLDING 1.0,5. TOP OF SLAB GONG. CONCRETE (CAST -IN-PLACE) F.5. FREE STANDING N.T.5. NOT TO SCALE T.O.P. TOP OF PLATE COMB, COMBUSTION F.J. FLOOR JOIST OFF, OFFICE TTP, TYPICAL CMU CONCRETE MA50NRT UNIT &A. GAUGE 0,6. ON CENTER T,BM. TOP OF BEAM CONST. GON5TRUGTION GALV. GALVANIZED O.H.G. OVER HEAD GABINET TPL, TOP PLATE DONT. CONTINUOUS OR CONTINUE G.G. GENERAL GONTRAGTOR ORD. OVER HEAD DOOR U.O.N. UNLE55 OTHERWISE NOTED GJ. CONTROL JOINT GL. 6LA55, GLAZING OPG. OPENING VEST, VESTIBULE CORR. CORRIDOR GL. BLK 6LA55 BLOCK OPT. OPTION OPTIONAL V.G.T. VINYL COMPOSITION TILE G.W. GOLD WATER GYP BD. GYPSUM BOARD OB5. OBSCURE V.I.F. VERIFY IN FIELD GER. GERAMIG GYP. GYPSUM PNL. PANEL V.T.R. VENT THROUGH ROOF CIR. CIRCLE G.I. GALVANIZED IRON P.BD. PARTICLE BOARD W.G. WATER GL05ET GLKG CAULKING W. 6YP5UM BOARD PL, PLATE WP. WATER PROOFING G.J. GEILING J015T HUH. HARDWARE PLMB. PLUMBING w/ WITH DET. DETAIL HDR, HEADER PLWD, PLYWOOD WIN. WINDOW DIAD, DIAGONAL WAG. HEATINGNENTING/ PVG. POLYVINYL GHLORIDE w/o WITHOUT DIA. DIAMETER AIR GONDITIONING P.5.F. POUNDS PER 5QUARE FOOT W. WOOD DIF. DIFFUSER HT. (HGT.) HEIGHT P.5.1. POUNDS PER 5QUARE INCH Hip WA5HER AND DRYER DIM. DIMENSION 11.0, HOLLOW GORE P.L. PROPERTY LINE W.I. WROUGHT IRON D15P, 015PEN5ER H.M. HOLLOW METAL PR. PAIR N.H. WATER HEATER DR. DOOR HORIZ. HORIZONTAL W. RADIUS W.R.G.B. WATER RE515TANT GYPSUM BOARD '2 -PLEXI LOT 19-20 ELEVATION - "MEDITERRANEAN" INDEX OF 1:;)RAKX165: ARGHITEGTURAL SHEETS GS COVER SHEET AI.O FOUNDATION PLAN FOUNDATION DETAILS A2.0 MAIN FLOOR PLAN, FLOOR FLAN NOTES A2.I UPPER FLOOR PLAN, FL=OOR Ft -AN NOTES AS.O FRONT $ RIS T EVAT o S A5.I REAR � LEFT ELrEVATIONS AS.2 ROOF FLAN A4.0 BU I L.D I NG SEGTI ONS A5.0 MAIN FLOOR ELEGTRIGAL PLAN A5.I UPPER FLOOR EL_EGTfiRIrAL. TAN GB.I GA B I NET LAYOUTS STRUCTURAL SHEETS SI STRUCTURAL DETAILS (I STORY 52 5TRUGTURAL DETAILS (I STORY 55 STRUCTURAL DETAILS (I 5TORY) 54 STRUCTURAL DETAILS I $ 2 STORY) 55 WATER INTRUSION DE=TAILS TRUSS LAYOUT TRSI I LOWER ROOF/UPPER I'LOOR FRAMING PLAN TR52 UFFFR ROOF FRAMING PLAN AREA CALCULATIONS PER UNIT UPPER FLOOR LIVING AREA 9615F. MAIN FLOOR LIVING AREA HOH S.H. TOTAL LIVING AREA 1,665 S.E. PORCH 26 S,F, - COVERED PATIO 29 S.F. -- J-2 GARAGE 213 S.F. "TOTAL UNDER_R00'J,996 I. IT 15 THE RESPONSIBILITY OF THE DR NORTON (DRH) GONTRAGTORS TO REVIEW THESE PLANS AND CONTACT DRH WITH ANY GONFLI6T5 PRIOR TO THE BE6INNIN6 ANY WORK. 2. DO NOT SCALE THESE DRAWIN65, CONTACT DRH CONSTRUCTION MANA6ER WITH ANY GONFLIGT5 IN THE PLANS PRIOR TO BE6INNIN6 ANY WORK. 5. IT 15 THE INTENT THAT THESE DRAWIN65 BE IN CONFORMANCE WITH THE 2010 FLORIDA RESIDENTIAL CODE R3Ol, 2006 NEG AND ALL APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAW5, RE6ULATION5 AND RESTRICTIVE COVENANTS 60VERNIN6 THE SITE OF WORK. 4. SEE DRH FOR SCOPE OF WORK AND OR SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. SEE SHEET 5-I FOR GENERAL STRUCTURAL NOTES. 6. ALL DIMEN5ION5 ARE FROM FACE OF -1%" BLOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD U.N.O. 1 ALL INTERIOR WALLS ARE j12" U.N.O. b. AIR GONDEN5ER GONG, SLAB TO BE 4" THICK MINIMUM. WHEN PAD 15 NEXT TO LANAI, IT SHOULD BE SAME LEVEL A5 LANAI, H. ALL WALL GHASE5 TO BE GAPPED WITH 0513 BOARD AT WALL HEIGHT. 10. DRAFT5TOP SHALL BE INSTALLED IN FLOOR TRUSS WEBS EVERY 1,000 50. FT, II. SEE STRUCTURAL SHEET 5-5 FOR WATER INTRUSION APPLICATIONS. 12. DRYER VENTED TO EXTERIOR THROUGH ROOF OR THROUGH WALL. 15. WALL SEPARATION BETWEEN 6ARA6E AND RE51DFNGE AND ATTIC SPACE TO BE 1/2" 6YP5UM BOARD APPLIED TO 6ARA6E WALL AND GEILING j s • COMP FILE - ISSUED 93,13 REVISED 2,11.14 ISSUED 02-12-2014 SHEET INDEX - 2 STORY • PIAN DATA • DWN BY: ]R*CHECKED BY: • SHEET NUMBER • CS OF • ",03 Q� C� N � 0 SHEET INDEX - 2 STORY • PIAN DATA • DWN BY: ]R*CHECKED BY: • SHEET NUMBER • CS OF • ",03 aI� eHd A/C CONDEN5ER PAD VERIFY 61ZE 4 LOCAT0 ;{ IN FIELD, VERIFY CONDENSER TO PAD CONNECTION WITH MANUF ZIP CF5 =r as y CF5 �v -v- u W_1 Ed Ed eH+ CONC. PATIO I CONG. PATIO A9/A 21'•0' :. = ._" :. DENOTES REGE55 ON SLAB F — — 21'-0' -X' DENOTES STEP DOWN AND MEASUREMENT IN SLAB ■ DENOTES ONE #5 VERT. REBAR CELL FILLED 50LID FROM FT6. TO TIE BEAM A DENOTES TWO #5 VERT. REBAR GELL FILLED SOLID FROM FT6. TO TIE BEAM DENOTES ONE #5 VERT. REBAR GEL L FILLED I'•I' 2'-8' 3'-8' 2'-S' I' -I' I' -I' 2'-8' 3'-S' 2'-8' I' -I' ct rye CF5 � C7 � O ��11 CF33 J • e CC -P ®'-- IN!__._ ■ ® --- IN _ ...... ® - ■ ------------- --- -IN — - JF4 - I IC NDICATES OPENING _- ■ .......W -- =:-- -___ _... I _ - _..__..._ ■ ■ IN WALL ABOVE - �._.........- ,.. I TYP. I - ■ i 1-1/2'D RECESS FOR — — — — — — — — — — — — I I/2' T RE -CES FOR 1 ■ SLIDING GLA55 DOOR CFD I CF5 GLIDING GLA65 DOOR I I INDICATES OPENING I• zk, IN WALL ABOVE -- ks TYP. I a o -■ I I LIN I s'•T' s' I I a' s'_7' TO CHASE BELOW CABINET I I TO GHASE BELOW CABINET ! I f—CABINET FACE I I CABINET FACE—� - ■ 1 1 I � I a1i 2X4 PLUMS WALL 1—_ .... .............._�_ -- I �' I■ n _ ......... 2X4 PLUMB WALL I- I I t 1 P ■ LU AY 1� I LA , i s I CF2 I I CF2 I I r I I I I 1�� eel I I I 2X6 PLUMB WALL - I I I I 2X6 PLUMB WALL ■ —2X8 PLUMB WALL FOR WASTE LINE I W/C I I 2X8 PLUMB WALL FOR WASTE LINE I /G - -----=� -� I I ._..... ........ I I-_ -----J I �.3: $� I 5'-4' _ 6'-4' 6'-5' I p�•I� I '-5' 6'•4' S'-4' � $: -■ I I I I I I I I I I I I I I I ®- I I I I I I T I I I cF2 I I I cF I I I®I ISI r ■ 1 L` 1 4' 6' T-2' 1 I 4' 6' I I= 0 1 ■ I T-2'ID ELEVATION AT 0'-0' (A65UMED) 4' THICK 2500 P.5.1. CONCRETE 4' I 5LA5 ON GRADE W/ 6x6 I 1 CFS} WELDED WIRE MESH OR FIRER MESH OVER 6 NIL VAPOR ■ I I I BARRIER ON CLEAN, WELL- I I I I ■- I I I COMPACTED, GRANULAR FILL. CF5 1 � 1 CF5 I I 1 �II, 111-81IN ■I 8' 2'•10' ■ 2'•IO' S' 2' 8' II' 8' 8' 3I4'P RECE55 FOR - 1 — — — C�`4 — -� -- `�' — I 3/4'D RECE55 FOR I n GARAGE DOOR I � I GARAGE DOOR A - — — — — — — — — _j® ■ ■ ■ ■ ■ � ■ ■ x:: ........... _... ............. ............. ............. ::W w, ._.... _ ............. ...... . CF5 CF5 I'-6' I' 0' 8'-0' 1'-0' I1•6' S' 4'-0' I'-4' 2'-0' 2' 0' I' 4' 4'-0' 8' 11•6' 11•0' 8'-0' 11•0' 1'-6' 134' V-0' Ir 42'-0' FOUNDATION PLAN 6CALE: V4' =1'-0' INDICATES I - #5 VERT, REBAR IN MASONRY CELL FILLED 5OLIp W/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW PROVIDE 25' MIN. LAP WHERE SPLICED AND WIRE TOGETHER :m 7T Z11 a SLAB LEG -END :. = ._" :. DENOTES REGE55 ON SLAB F — — DENOTES OPENING IN WALL ABOVE -X' DENOTES STEP DOWN AND MEASUREMENT IN SLAB ■ DENOTES ONE #5 VERT. REBAR CELL FILLED 50LID FROM FT6. TO TIE BEAM A DENOTES TWO #5 VERT. REBAR GELL FILLED SOLID FROM FT6. TO TIE BEAM DENOTES ONE #5 VERT. REBAR GEL L FILLED SOLID @ COLUMN BASE / LOW WALL VIN x 20"d GONG. MONOLITHIC FOUNDATION �N1 (2) #5 REPAR CONTINUOUS. EXTERIOR FI r-OUNDATION FOURS® SOLID W/ GONG. SLAB ON GRADE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL INFO. I6'IW x I2"d CONC. MONOLITHIC FOUNDATION Ow/ (2) S REBAR CONTINUOUS. INTERIOR GF1 FOUNDATION POURED SOLID w/ CONC. SLAB ON GRADE. SEE CONSTRUCTION DETAIL) FOR ADDITIONAL INFO. 12"w x Vol CONC. MONOLITHIC FOUNDATION W/ (1) #5 REBAR CONTINUOUS. EXTERIOR UF FOUNDATION POURED 50LID w/ CONC. 5LA5 ON GRADE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL_ INFO. 24"w x I2"d CONC. MONOLITHIC FOUNDATION w/ (3) 05 REBAR CONTINUOUS. INTERIOR ®r -F-4 FOUNDATION POURED SOLID w/ CONC. 5LA5 ON GRADE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL INFO. 20"w x 20"d CONC. MONOLITHIC FOUNDATION O -FW/ (3) 05 REBAR CONTINUOUS. EXTERIOR FOUNDATION POURED SOLID w/ CONC. SLAB ON GRADE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL__. INFO. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND 5PEGIMGATION5 COMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE - RESIDENTIAL 5EGTION R501(2010 EDITION) PLANS AND SPEGIFIGATION5 COMPLY WITH THE FLORIDA BUILDING GODS, 5ECTION 1609 FOR 139 MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING GODS 15 CHANGED. TH15 DRAWING 15 SIGNED AND 5EALED FOR THE 5TRUGTURAL PORTIONS OF THE DRAWING ONLY. ARCHITECTURAL, ELEGTRIGAL, OR MEGHANIGAL DETAILS, IF 5HOPNN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT GOVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTOR5 RESPON5I5ILITY TO REVIEW ALL DRAWIN6,5 BEFORE GON5TRUGTION BEGINS. THE ENGINEER OF RECORD 15 RE5PON510LE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY 015GREPANGY BETWEEN FIELD GONOITIONS, OTHER DESIGN PROFES510NAL5' SHOP DRAWIN655, GONTRAGTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWIN95 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF REGORD PRIOR TO THE COMMENCEMENT OF GON5TRUGTION. CONTRACTOR TO VERIFY ALL 0IMEN51ON5 PRIOR TO 5TART OF ANY GON5TRUGTION. THE 5TRUGTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE STRUCTURES GROUP 15 RESPONSIBLE FOR PROPOSED GHANGES TO ORIGINAL 5TRUGTURE SHOWN ON THESE PAGE5 ONLY. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. The Structures Grog, Inc. Dr. Nick M. Bradford, P.E. S.E. o FL. Reg. /52585 CA 8956 1714 N. Armenia Avenue, #B 'I'ampa'FL 33607 Phone (813)877-3421 Fax (813)875-9320 WWW . Structures—Group.corn to COMP FILE - ISSUED q x.13 REVISED 2.11.14 ISSUED 02-12-2014 • s FOUNDATION PLAN FOUNDATION DETAILS LM • DWN B : R.R. • • CHECKE D.D. • ,�, • SHEE UMBER • A� .0 OF • ct rye � C7 � O ��11 J • e FOUNDATION PLAN FOUNDATION DETAILS LM • DWN B : R.R. • • CHECKE D.D. • ,�, • SHEE UMBER • A� .0 OF • I I II' -2' 5'-1' wa LI 8' P6� 8' wl LI 2450 5H n \30/5 fj 2450 5H AIG CONDENSER PAD VERIFY 51ZE 4 LOCATION IN FIELD, VERIFY GONDEN5ER TO PAD CONNECTION WITH MANUR MAIN FLOOR PLAN SCALE: 1/4' =1'-m' 9'-6' 5 19'•8' 9'-6' 5'-1' 0wlLI 8'CM 2450 5H n 30c A/C CONDEN5ER PAD VERIFY 51ZE 4 LOCATION IN FIELD, VERIFY CONDENSER To PAD CONNECTION WITH MANUF. it I SHEAR CALCULATIONS • e NOTE: ALL CMU MASONRY WALLS DESIGNED TO RE515T WIND INDUCED SHEAR FORCES, SHEAR WIND PRESSURE = 35 P5F 2ND FLOOR LEVEL I. FRONT - SACK DIRECTION SHEAR FORCE = 24000 LD SHEAR WALL REQUIRED = 24.0 FT SHEAR WALL PROVIDED = 138 FT SAFETY FACTOR = 5.15 2. SIDE - SIDE DIRECTION SHEAR FORCE = 18500 L5 SHEAR WALL REQUIRED = 18.5 FT SHEAR WALL PROVIDED = 60 FT SAFETY FACTOR = 3,24 IST FLOOR LEVEL I. FRONT - t3AGK DIRECTION SHEAR FORCE = 38940 LB SHEAR WALL REQUIRED = 39.0 FT SHEAR WALL PROVIDED = 144 FT SAFETI- FACTOR = 3.69 2. SIDE - SIDE DIRECTION SHEAR FORCE = 31100 LE3 SHEAR WALL REQUIRED = 31.0 FT SHEAR WALL PROVIDED = 34.0 FT SAFETY FACTOR = 1.01 57RUC,iURAL, N®ir ATTACH WOOD FRAME WALL TO MASONRY w/ Yallo c1 EPDXY ANCHOR BOLTS, SPACED '� 24' O.C. (6' EMBED. 51MP50N 5ET EPDXY) F057 5C HEQULrz oPa (3) 2'X4" WD JACK P05T w/ (2) 51MP50N LSTA24 (WD. BEAM) OR (1) SIMPSON HTT4 (MASONRY/ CONCRETE) ,@ BA5E. U.N.O. BLOCK BEARING SOLID. 1=It:—AF�)�Rl 5(,'Ht�—P)ULt. 1 (2) 2'X8' WD. HEADER w/ 1/2' PLY. WD. FLITCH PLATE w/ (1)51MP60N L5TA24 Q EA. END, SUPPORT" ENDS W/ (3) OH, 2'X4' (MIN, DEPTH) WD. JACK P05T5 w/ 51MP50N w/ (1) SIMPSON HTT4 (MASONRY) OR (1) SIMPSON L5TA24 (WD. BEAM '@ BA5E U.N.O. (2) 2'X12" IUD. HEADER w/ 1/2" PLY, WD. FLITCH PLATE w/ (2) 51MP50N L5TA24 '@ EA. END, SUPPORT ENDS w/ (3) H2 2'X4' (MIN. DEPTH) WD. JACK P05TS w/ 51MP50N w/ (1) SIMPSON HTT4 (MASONRY) OR (2) SIMP50N L5TA24 (WD. BEAM) Q BASE U,N.O. L I NTE!L 5GHE-l2UL E- 8"X8" PRECAST LINTEL GROUTED SOLID w/ (U # 5 L1 REBAR. INSTALL AS PER CONSTRUCTION DETAILS ON THE CONSTRUCTION DETAIL SHEETS. 8'X16" MASONRY COMP051TE BEAM GROUTED 50LID w/ (U 15 REBAR IN PRECAST LINTEL AND KNOCK -OUT `2 BLOCK COURSE ABOVE, INSTALL 45 PER CONSTRUCTION DETAILS ON THE CONSTRUCTION DETAIL SHEETS. NOTE: ALL PRECAST/POWERBOX LINTELS SHALL BE SUPPORTED DURING CONCRETE CURE. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND 5PEGIFIGATIONS GOMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING EDITION) GODS - RE51DENTIAL SECTION R501(2010 PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 160q FOR 151 MPH WIND ZONE (2010 EDITION) TH15 DRAWING IS VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REWIREMENTS OF THE FLORIDA BUILDING GODE 15 CHANGED. TH15 DRAWING 15 SIGNED AND 5EALED FOR THE 5TRUGTURAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTRIGAL, OR MEGHANIGAL DETAILS, IF 5HOWN, ARE FOR \/15UAL REFERENCE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTOR5 RESPONSIBILITY TO REVIEW ALL DRAWIN55 BEFORE GONSTRIJGTION BEGINS. THE ENGINEER OF - RECORD 15 RESPONSIBLE FOR THE 5TRUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISGREPANGY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD `r PRIOR TO THE COMMENGEMENT OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GONSTRUGTION. THE STRUGTURES GROUP 15 NOT RESPONSIBLE FOR o ANY DIMEN51ONS. THE STRUGTIJRE5 GROUP 15 RESPONSIBLE FOR PROPOSED GHANGES ci TO ORIGINAL 5TRUCTURE SHOWN ON THESE PAGES ONLY. THE -r 5TRUGTURES GROUP 15 NOT RESPONSIBLE FOR EXISTING 5TRUGTURAL cv GOMPONENTS. a .6 The Structures Grou , -In C. Dr. Nick M. Bradford, P. E. S.E. a PL. Reg. #52585 CA 8956 1711 N. Armenia Avenue, #f3 LL Tarnpa, F'L 33607 a Phone (813)877-3421 F'ax (813)875-9320 www.Strue Lures— Gro up.corn MAIN rLOOR PLAN 00R PLAN NOTES �\ s e DWN B R.R. • CHECKEY: D.D. e SHEE \ UMBER A 0 OF FEB • e V 1 (U s � �1 Ct O 1 CV O a � MAIN rLOOR PLAN 00R PLAN NOTES �\ s e DWN B R.R. • CHECKEY: D.D. e SHEE \ UMBER A 0 OF FEB 42' 0' 124' 1'-4' I 6'-4' 1'-4' 91•0' P -B 4.0 I WI LI WI LI wl LI 3050 5H EGRES 3050 5H EGRE55 3050 5H EGRE55 3050 5H EGRE55 � z LAY RR LAY OWNER'S OWNER'S QvjW BATH BATH - L I , C I V-4' CLC. 4 1 12 II 12' II' 64 CLC.IT] �l O Q � GPT. N.S. OJ wz 2868 2868 TEMP. 6LA5$ ENCL. TEMP, GLA55 ENCL. 3'-6' FULL WALL TO 84" FULL WALL To +84' 3'-6' _ WIG OWNER'S OWNER'S WIG SHOWER SUITE SUITE L SHOWER 2X6 WALIR426 IRa2g I ZIP1 W.LC .I.C. �' w I 8' 4° -G• 8 - 'GLC. I � '' 8' I' 41-1' 3' 9' 41•1' 41' 31191 4'-1' 11 8'-I' 2868 2868 L x' RaS Rag i W.I.C. I (s) ' I W.I.C. 18'-4' CLG, BEDROOM 3 I I BEDROOM 3 5EE MAIN FLOOR SEE MAIN FLOOR FOR 5TAIATA STAIR DATA e v ) R DFOR LI LI u 22'x30' ATTIC t, 22'x30' ATTIC W WI ACCESSDN DN ACCF65 2868 2868 � n W.I.C. 4068 PAIR 4068 PAIR W.I.C. J> I a' 4' cLG. I �, �.� �, I a -41 CL G. '04 31•6' CLR X 3'-6' CLR �� / 5'-1' - -- ..\ �. Ras Rag WALL t WALL MI 5 5H 5 5H R A A LAv 42' H. a 42' N. ° 40 �, WIC Ay KNEEWALL KNEEWALL A A X �, �6 Oro A4.0 BATH TH 2Wic X 0 a'-4' G. GPT.- N.S. 8 CLCa. -4 41-01 4 0 4'-4 31-11 5 101 31-3' 0 2868 d 2868 0 �r :" v _ RaS HANDRAIL IN5TALLED HANDRAIL INSTALLED Ras — — — — — +36' APV. 5TAIR N051NG +36' ABY. 5TAIR N05ING oR LANDING --- OR LANDINGS — — — — — � 4 4068 PAIR 4068 PAIR I Ily:. I I N CY I W I l b I I D I N C_l LAU NDrRY= !L— i zLA�NDRX 8'-4' CL . _T� _ � I— t-8 -4' CLG. D I IX, XI I WI 1 1 IF I I BEDROOM 2 — J L --A BEDROOM 2 81-41 X( 16'X36' F.G.16'X3 ' F.G. I 16'X36" F.G. 16'X36' F.G. X. LI LI LI LI wl WI � I W1 3050 5 4 EGRE55 3050 54 EGRE55 OLI (�)1_.I 4.0 I I'-4' 2'-2' 1'-6' 2'-2' 2'•10' 6'-6' 6'-6' I 16' 0' 42'r0' i JPPER FLOOR PLAM SCALE: 1/4' =1'-0' SHEAR CALCULATION5 4 I1' -O" HT. GMU WALL. NOTE: ALL CMU MASONRY WALLS DESIGNED TO RE616T WIND INDUCED SHEAR FORCES. GMU WALL W/ I" (NOM) FURRING. SHEAR WIND PRESSURE = 35 P5F FIRE-RESISTANT GMU WALL W/ 2" (NOM.) FURRING 2ND FLOOR LEVEL. DENOTES ONE #5 VERT. REBAR GELL FILLED I. FRONT - BACK DIRECTION SOLID FROM FTG. TO TIE BEAM SHEAR FORCE = 24000 LB 5HEAR WALL REQUIRED = 24.0 FT SHEAR WALL PROVIDED = 138 FT SAFETY FACTOR FOR HEIGHT. 2. 51DE - SIDE DIRECTION INT. NON-BEARING WALL- SEE FLOOR PLAN FOR 5HEAR FORCE 18500 LB SHEAR WALL REQUIRED = 18.5 FT SHEAR WALL PROVIDED = (90 FT SAFETY FACTOR 3.24 15T FLOOR LEVEL I. FRONT - BACK DIRECTION SHEAR FORCE = 38940 LB SHEAR WALL REQUIRED = 39.0 FT SHEAR WALL PROVIDED = 144 FT 5AFET1' FACTOR z 3.69 0 2. SIDE - SIDE DIRECTION SHEAR FORCE = 31100 LB SHEAR WALL REQUIRED = 31.0 FT SHEAR WALL PROVIDED = 34.0 FT SAFETY FACTOR = 1.01 BALL LE6 ENE-) 4 I1' -O" HT. GMU WALL. 10'-p" HT. GMU WALL. GMU WALL W/ I" (NOM) FURRING. Q� FIRE-RESISTANT GMU WALL W/ 2" (NOM.) FURRING EACH SIDE DENOTES ONE #5 VERT. REBAR GELL FILLED SOLID FROM FTG. TO TIE BEAM DENOTES TWO #5 VERT. REBAR GELL FILLED SOLID FROM FTG. TO TIE BEAM El DENOTES ONE #5 VERT. REBAR GELL FILLED 50LIP @ COLUMN BASE / LOW WALL INT BEARING FRAME WALL- SEE FLOOR PLAN FOR HEIGHT. © INT. NON-BEARING WALL- SEE FLOOR PLAN FOR HEIGHT. POST 5�H��l�l� C(3) 2'X4' WD, JACK P05T w/ (2) 51MP50N L5TA24 (IUD. J2 �3EAM) OR (IJ SIMPSON NtT4 (MASONRY/ CONCRETED � F3A5E. U.N.O. E3LOCK E3EARIN6 50LIQ. HEADE-F, SCHEDULE (2) 2"X8" WD, HEADER W/ 1/2" PLY. X. FLITCH PLATE W/ (I) 51MP50N L5TA24 Q EA. END. 5UPPORT ENDS W/ (3) DHI2'X4' (MIN. [)EPTH) WD. JACK P05TS W/ 51MP50N W/ (1) 51MP50N HTT4 (MASONRY) OR (1) 51MP50N L5TA24 (WD, BEAM) @ F3A5E U.N.O. (2) 2'X12" WD. HEADER w/ 1/2" PLY. IUD, FLITCH PLATE W/ (2) SIMP50N L5TA24 a EA, END, 5UPPORT EN[)5 W/ (3) 2 22'X4" (MIN. DEPTH) WD. JACK P05TS W/ 6IMP50N W/ (I) 51MP50N HTT4 (MA50NRY) OR (2) SIMP50N L5TA24 (WD. BEAM)'@ BA5E U.N.O. LINTEL 5C HEt;)ULrz 8"X8' FRFCAST LINTEL GROUTED SOLID w/ (1) 15 lui) REBAR. INSTALL A5 PER CON5TNUCTION DETAIL5 ON THE CONTRUCTION DETAIL 5HEET5. 8'X16° MASONRY COMP051TE BEAM GROUTED 001_1[) W/ ll) NEPAN IN PRECAST LINTEL AND KNOCK -OUT 1_z BLOCK COURSE ABOVE. INSTALL 45 PER CONSTRUCTION DETAILS ON THE CONSTRUCTION DETAIL SHEET5, NOTE: ALL PRECAST/POWERSOX LINTELS SHALL BE SUPPORTED DURING CONCRETE CURE. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND 5PEGIFIGATIONS GOMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE — RESIDENTIAL SECTION R30I(2010 EDITION) PLANS AND SPEGIFIGATION5 COMPLY WITH THE FLORIDA EWILDING CODE, SECTION 1601 FOR 131 MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND 5EALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE IS CHAN6ED. TH15 DRAWING 15 516NED AND SEALED FOR THE 5TRUGTURAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTRIGAL, OR MEGHANIGAL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENGE ONLY AND ARE NOT GOVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTOR5 RE5PON515ILITY TO REVIEW ALL DRAWINGS BEFORE GON5TRUGTION BEGINS. THE ENGINEER OF REGORD IS RE5PON515LE FOR THE 5TRUGTURAL INTEGRITY OF TH15 PROJECT ONLY. ANY D15GREPANGY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' 5HOP ORAWIN65, GONTRAGTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MIDST BE BROIJ6HT TO THE ATTENTION OF THE EN6INEER OF REGORD PRIOR TO THE GOMMENGEMENT OF G01\15TRUGTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GONSTRUGTION. THE 5TRUGTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE 5TRUGTURES GROUP 15 RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PA6ES ONLY. THE 5TRUGTURES GROUP 15 NOT RESPONSIBLE FOR EXISTING 5TRUGTURAL GOMPONENT5. , FL. Reg. #52585 CA 8958 1711 N. Armenia Avenue, #F3 \ay Tampa, FL 33607 Phone(813)877-3421 Fax (813)875-9320 www.SLt-uctui-es—Gi-oup.com The Structures Group, Iuc. Dr. Nick M. BradfordP.E. S.E. I s e COMP FILE - ISSUED 13.13 REVISED 2.11.14 ISSUED 02-12-2014 UPPER FLOOR PLAN e FLOOR PLAN NOTES e e DWN BY: K.R. ,CHECKED 1_1 SHEE1\ UMBER A 1 OF Q� Q� I O tj� N (37 0 UPPER FLOOR PLAN e FLOOR PLAN NOTES e e DWN BY: K.R. ,CHECKED 1_1 SHEE1\ UMBER A 1 OF 2'X11' RAISED BANDING (+IR') 4'X18' RAISED BANDING (W) 8'X4' RAISED bMVWG (+2') FE a' FOAM DETAIL 10 SCALE: 3/4° = I'-0' a RA15FP FOAM (+67 w I RAISED FOAM (+557 2' I. 8' DECORATIVE CORBEL DECORATIVE WINDOW SILL DETAIL 5CALE: 11/2' = 1'-0' MAINTAIN MIN. DISTANGE FOR HURRICANE SHUTTER ATTACHMENT A5 REQUIRED BY CODE DEGORATIVE FOAM TRIM —SAND FINISH 5TU000 FINISH PAINTED FRIM COLOR " DEGORATIVE 5HUTTER5 ' WINDOW FRAME MAINTAIN MIN. D15TANCE FOR HURRICANE SHUTTER ATTACHMENT AS REQUIRED BY -- GORE DECORATIVE SHUTTERS WINDOW FRAME SAND FINISH STUCCO FINISH PAINTED TRIM COLOR --- DEGORATIVE FOAM SILL MAINTAIN MIN. 015TANGE FOR HURRICANE SHUTTER ATTACHMENT AS REQUIRED BY CODE 0 SHUTTER DETAIL 5CALE: 1/2'z 1'-0' i r r` 4 FOAM CORBEL DETAIL 5CALE: 11/2 = 1'-0' is 4' BANDING (+2 �/ 12' BANDING _V FIN.2NC CL.�7 _` HI 5RG, HT. WINDOW HD. HT. FL U5H STUCCO TO MATCH - MAIN BODY FIN15H )ECORATIVE SHUTTER - TYP.- (5EE DETAIL 3/A3.01 FIN. 2ND. FLR 15T.1=LR. CLCD. HT. 9'4 ,I. WINDOW HD. HT. RIGHT ELEVATION 6:12 12 WI -0) 12 FYPON 8X24X2 V RAISED BANDING 60 DECORATIVE LOUVER 2 I � I E ' V RA15ED j BANDING 6157 6:12 4' RA6Ep BANDING (+I') WEEP 5CREED 11 WEEP ------------- -_-- _- ---------- _ El El 1:10 .....- _... E]EILE] .1 iI t i ss i t t' r ......... I 1.... :::::: 1: I I C I f FRONT ELEVATION ARCHITECTURAL COMPOSITE ROOF SHINGLE- TYP. -v 6' BANpING (+1.57 T.O.M. BRG. HT. WINDOW HD. HT -DECORATIVE SHUTTER - TYP. (5EE DETAIL 31A3.0) -�D4' BANDING (+2D') of 12' BANDING NO' FIN. 20. FLR_1�_ 15T. FLR CLCD. HT. 9'-4' WINDOW HD. HT. -COACH LIGHT +102' AT.0.5. 3 8' BANDING (+1.5'1 o+ Q _ cp 'ECTURAL COMP051TE ROOF 5HINCLE- TYP. RG. UT N_ POW D. HT. ?N_ D FLS HT. 9'-4' \II)OW ). HT. 0.5 w- �I NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTER6ECTION5, DECK AND WALL INTER5ECTION5, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WALT. HEIGHT5 VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRU55 LAYOUT5 EXTERIOR FINISH NOTES I. CEMENT PLASTER FIN15H OVER CONCRETE MA50NRY SHALL BE 5/8' THICK TEXTURED PER COMMUNITY SPECIFICATIONS. 2. CEMENT PLASTER FINISH OVER FRAMED WALLS SHALL BE 1/S' (3 -COAT) TEXTURED PER COMMUNITY 5PECIFICATION5, OYER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP o/ EXTERIOR SHEATHING PER 5TRUCTURAL DRAWINGS, LATHE TO BE FURRED OUT FROM BACKING BY AN APPROVED METHOD, FBG R103.6, 3. FRONT ELEVATIONS: BANDING, MOLDING, COLUMNS 4 TRIM SHALL RECEIVED A 5AND FINISH. 5EE ELEVATION FOR DEPTH OF RA15ED BANDING. 4.51QE 4 REAR ELEVATION: BANDING AROUND WINDOW5 4 DOORS MAY BE OPTIONAL PER COMMUNITY SPEC5 -5EE COMMUNITY SPECIFICATION5 OR CONSULT D.R. HORTON CON5TRUCTION MANAGER ALL BANDING SHALL RECEIVE A 5AND FIN15H. 5. ROOF COVERING: 5EE COMMUNITY 6PECIFICATION5 OR CONSULT D.R. HORTON CON51RUCTION MANAGER. 5EE STRUCTURAL 5HEET5 FOR SHEATHING REQUIREMENT5. TO THE BEST OF THE EN6INEER'5 KNOWLEDGE, THE PLANS AND 5PEGIFIGATIONS COMPLY WITH THE MINIMUM REOUIREMENT5 OF THE FLORIDA BUILDING GORE — RESIDENTIAL SECTION R501(2010 EDITION) PLANS AND SPEGIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SEGTION 160ci FOR 15a MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 5IGNED AND SEALED OR UNTIL THE REGtUIREMENT5 OF THE FLORIDA BUILDING GORE 15 GHANGED. THIS DRAWING 15 SIGNED AND SEALED FOR THE 5TRUGTURAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTRIGAL, OR MEGHANIGAL DETAILS, 11`51-10M, ARE FOR VISUAL REFERENGE ONLY AND ARE NOT GOVERED UNDER THIS SEAL. NOTE: IT IS THE GONTRAGTORS RESPONSIBILITY TO REVIEW ALL DRAWING5 BEFORE GONSTRUGTION BEGINS. THE ENGINEER OF REGORD 15 RESPON5I0LE FOR THE STRUCTURAL INTEGRITY OF TH15 PROJECT ONLY. ANY DISGREPANGY BETWEEN FIELD GONDITION5, OTHER DESIGN PROFESSIONAL5' 5HOP DRAWINGS, GONTRAGTOR5' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BRO UGHT TO THE 1< ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION. CONTRAGTOR TO P c V_RIFY A LL PIMENSI ON.> PRIOR TO START OF ANY GON5TRUGTION. THE 5TRUGTURE5 GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE 5TRUG TURES GROUP 15 RESPONSIBLE FOR PROPOSED GHANraES TO ORIGINAL 5TRUGTURE 5HOWN ON THESE PAGES ONLY. THE 5TRUGTURES GROUP 15 NOT RESPONSIBLE FOR EXISTING STRUCTURAL GOMPONENT5. The Structures Group, Inc. Dr. Nick M. Bradford, P.E. S.E. -my FL. Reg. #52585 CA 8956 1714 N. Armenia Avenue, #B Tampa, FL 33607 Phone (813)877-3421 Fax (813)875-9320 www.Structures—Group.com • • HIM • • FRONT 4 RIGHT R ELEVATIONS ELEYATION DETAILS • DWN Y: R,R, • • CHECK D Y: U.U. • ,111111111k, • SHE T NUMBER • .0 OF , 1 FEB • o v • �q . � ' v � �s _4 Cf� : q : ry] U v� w e1 �B I? A��� ti v P; N 7� P4 • E—+ gW�H50 • • • FRONT 4 RIGHT R ELEVATIONS ELEYATION DETAILS • DWN Y: R,R, • • CHECK D Y: U.U. • ,111111111k, • SHE T NUMBER • .0 OF , 1 FEB • s Cf� e1 N 7� o • • FRONT 4 RIGHT R ELEVATIONS ELEYATION DETAILS • DWN Y: R,R, • • CHECK D Y: U.U. • ,111111111k, • SHE T NUMBER • .0 OF , 1 FEB ARCHITECTURAL COMPOSITE ROOF 5HING -Cib 7.01 __ - WIND T1 �` Np.I 15T. r GLG HT _ p.I ARCHITFCTURAL COMP061TE ROOF SHINGLE- TYR 0 v v+ c� w A. 5RG. HT. ,>. WINDOW Hp. HT, SIN. 2111). FLR ,I. 15T. FLR GLG. HT. 9'-4' WINDOW Hp. HT. �p T.0.5. LEFT ELEVATION SCALE: 1/4' = 1'-0' REAR ELEVATION SCALE: 1/4' = 1'-0' #' 13AND114 (42.0') 12' BANDING (41.0' Np__ FLR HT, 9'-4' COW ). H- T, 10.5. 1!1�- m F tr zFl NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTER5ECTION5, DECK AND WALL INTER6EGTION5, AT GUTTER6, AT ALL CHANGFS IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WALL HEIGHT5 VERIFY ALL BEARING WALL HEIGHT5 WITH NAL TRU55 LAYOUTS EXTERIOR FINISH NOTES I. CEMENT PLASTER FINISH OVER CONCRETE MASONRY SHALL BE 5/5' THICK TEXTURED PER COMMUNITY SPECIFICATIONS. 2. CEMENT PLASTER FINISH OVER FRAMED WALLS SHALL BE 1/8' (3 -COAT) TEXTURED PER COMMUNITY SPECIFICATIONS, OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP o/ EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATHE TO BE FURRED OUT FROM BACKING BY AN APPROVED METHOD, FBC 8103.6. 3. FRONT ELEVATIONS: BANDING, MOLDING, COLUMNS a TRIM SHALL RECEIVED A 5AND FINISH. SEE ELEVATION FOR DEPTH OF RAISED BANDING. 4.51DE 8 REAR ELEVATION: BANDING AROUND WINDOWS 4 DOORS MAY BE OPTIONAL PER COMMUNITY 5PEC5 -SEE COMMUNITY SPECIFICATIONS OR CONSULT D.R. HORTON CONSTRUCTION MANAGER ALL BANDIN6 5HALL REGEIVE A 5AND FINISH. 5. ROOF COVERING: SEE COMMUNITY SPECIFICATIONS OR CONSULT D.R. NORTON CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR 5HEATHIN6 REQ11REMENTS. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPEGIFIG6,TION5 GOMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE - RESIDENTIAL SECTION R501(20I0 EDITION) PLANS AND SPECIFIGATIONS GOMPLY WITH THE FLORIDA BUILDING CODE, SECTION I60q FOR Iia MPH 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 FLORIDA BUILDING GORE 15 CHANGED. THIS DRAWING 15 SIGNED AND SEALED FOR THE 5TRUGTURAL PORTIONS OF THE DRAWING ONLY. ARGHITECTURAL, E EGTRICAL, OR MECHANICAL DETAILS, IF SHOWN, ARE FOR \/15UAL REFERENGE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTORS RE5PON510ILITY TO REVIEW ALL DRAWINGS BEFORE GONSTRUGTION BEGINS. THE ENGINEER OF REGORD IS RE5PON510LE FOR THE STRUGTURAL INTEGRITY OF THIS PROJEGT ONLY. ANY D15GREPANGY BETWEEN FIELD GONDITION5, OTHER DESIGN PROFE5510NAL5' SHOP DRAWINGS, GONTRAGTOR5' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWING5 MUST SE BROUGHT TO THE ATTENTION OF THE ENGINEER OF REGORD PRIOR TO THE GOMMENGEMENT OF CON5TRUGTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GONSTRUGTION. THE STRUCTURES GROUP 19 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE STRUCTURES GROUP IS RESPONSIBLE FOR PROP05ED GHANGES TO ORIGINAL STRUGTURE SHOWN ON THESE PAGES ONLY. "THE STRUGTURES GROUP IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL GOMPONENTS. The Structures Dr. Nick M. Bradford, P.E. FL. Reg. #52585 CA 8956 1711 N. Armenia Avenue, Tampa, F'L, 33601 Phone (813)877-3421 Inc. S.E. #13 Fax (813)875-9320 www. Structures— Group. corn COMP FILE - ISSUED X1.3,13 REVISED 2.11.14 ISSUED 02-12-2014 s � • REAR I LEFT ELEYATION5 • ELEYATION pETAlI-5 • DWN BY. R.R. • • CHECKED Y; D,D, • ,. • SHEENUMBER • A .1 OF FEB 13 20 � • s 03 C Q� o s J • • REAR I LEFT ELEYATION5 • ELEYATION pETAlI-5 • DWN BY. R.R. • • CHECKED Y; D,D, • ,. • SHEENUMBER • A .1 OF FEB 13 20 � (FRONT ELE L 5' 4' 5'•4' 5'-4 51•4' 5'•4' 5'•8' VERTICAL REINFORCEMENT 5PACING A5 CCNTINUFD FROM SECONp FLOOR MALLS RAKE WALL. DETAIL P PARTY WALL SCALP: 1/4' - I'-0' al A' G. HT. —` 10al CAST IN PLACE CONCRETE WALL w CM1. WALLen RAKE WALL DETAIL @ ENTRY PARTY WALL 6CALE: 1/4' - I'•0' 8' 0' FIRE STOP 4'-0'4'-0' f. . ....... ..... .. / / /..�. __ ....._ .... / I r/ jA/,�,/,': / I f, 6:12,//� , ,' r\ fl\ 7 ,'/ 6.12 �.._ ._.......... ...._ _` __._ ............._ .._._ ............_ ....._ ......- ..__ ...._ --- ------- GABLE.......... GABLE END WALL ROOF PLAN 5CALE: 1/4" = 1'-0' I'-2' TTP. 9 GAPLE 'aocF PLAN • DWN BY: R.R. • CHECKED BY: D.p, • SHEET NUMBER A3.2 s OF • 3 <y S 'aocF PLAN • DWN BY: R.R. • CHECKED BY: D.p, • SHEET NUMBER A3.2 s OF • O 'aocF PLAN • DWN BY: R.R. • CHECKED BY: D.p, • SHEET NUMBER A3.2 s OF • HANDRAIL5 SHALL NO BE LE55 THAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE 5TAIR N051NG. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAIL5 SHALL BE 1 I/2" CLEAR OF ALL ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. HANDRAIL5 SHALL BE 1 1/4"-2" IN (,R055 SEGTIONAL DIMENSION, OR APPROVED EUUIVALENT, AND BE SMOOTH WITH NO SHARP EDGE5/GORNERS. STAIR AND RAILING SUPPLIER INSTALLER, SHALL 5ATI5FY ALL BUILDING DEPARTMENT APPROVAL P.EOUIREMENT5 FOR THE PRODUGT5 THE'( PROVIDE OR INSTALL SHOULD GOMPL'( W/ 2010 FLORIDA BUILDING GORE GUARDRAIL5 SHALL NOT BE LESS THAN 36" IN HEIGHT. OPEN MI -5 SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN 5UGH THAT A 4" DIAMETER SPHERE GANNOT PA55 THROUGH. THE TRIANGULAR OPENINGS AT STAIR TREAD, RISER, R BOTTOM SHALL BE 5UGH THAT A 6" DIAMETER SPHERE CANNOT PA55 THROUGH. GUARDRAIL DETAIL 5GALE: N. r 5. MA I i rf FIEIGHT OF BA5EBOARD SIMP50N L5G OF{ E 2x12 NOTCHED 5TR 1/2 GYP. BD. AT AL AND GEILIN(, OF EN USABLE SPACE UNL 2X12 51RINGERS Tr STRINGE]PLULANDING TOP D-ETAIL- 7ALL: N.15. FINISHED 5UKFAGE 3/4" PLYWOOD TREADS EQ. TREAD5SEE PLA 2XD LEDGER ATTACHED TO MAS. W/ 114'X 3' TAPGON5 N 3/4" 5' O.G. STAGGERED TYP 3/4" PL'(WOOD TREADS 5/8" PLYWOOD RISERS (T'(P.) XPAN510N/ 2x12 NOTCHED STRINGER - GAP (T`(P ) 51MPSON L550 OR EQUAL 51MP50N LU526 OR EQUAL © LANDING T'(P. J — 2xF5 END J0I5T 2X8 J015T o LANDING I 1/2" GYP. BD. Ar ALL WALLS AND GEILING OF ENGL05ED ATTACH 2X8 LEDGER U5ABLE 5PAGE UNDER STAIR TO EA VERT STUD W/ LEDGER MA50NRY I (3) 16D NAILS ALT LEDGER o WD FRAMED WALL 2X12 5TRINGERS TYP. STR-I'NGE-R/LANDING DSURFACE 3/4" PL'(WOOD TREADS 2x12 NOTCHED STRINGER 5/5" PLYWOOD RISERS 5E6URE NOTCHED 51 -RINGER TO FOOT N/ (2) 12d GUM MIN. SECURE FOOT TO SLAB w/ 1/4'%3-1/2" TAPCON5 © W o.c ALL WOOD IN DIRECT GONTAGT WITH CONCRETE TO BE PRE55URE TREATED OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION A5 ALLOWED BY CODE. - 2X12 STRINGERS TYP 3/4" TYP --�r Y XPAN51ON GAP (T(P.),Z FLOOR /STRINGER' DETAIL 5GALE: V.5. 00 =v - m FLE T BUILDING SECTION "A -A" 5CA,E: 1/4' : I' -m' BUILDING SECTION "B -B" SCALE: 1/4' - 1'-0' COMP FILE - ISSUED q.5.13 REVISED 2.11,14 ISSUED 02-12-2014 • s • ? NJ Rol dm �1 s T� COMP FILE - ISSUED q.5.13 REVISED 2.11,14 ISSUED 02-12-2014 • s • �1 s T� 1 �I O T� CV F��111 J • e 5UILDIN6 5ECTION5 e 7DWN Y: RR •ED 8Y-.: D.D. • SHEET NUMBER A4.0 OF • MAIN FLOOR ELECTRICAL PLAN SCALE: 1/4' : I'-0' r ALL FLEGTRIGAL DE516-N AND WORK SHALL BE IN 5TRIGT GOMPLIANGE WITH THE 2008 NATIONAL ELEGTRIG GODS 6ENERAL ELECTRICAL NOTES: 1) PER NEC SECTION 210.120 ALL 15A i 20A, 120V BRANGH 6IRGUIT5 SUPPLYING OUTLETS REQUIRE AFGI PROTECTION. 2) GARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM. 3) PER NEC SECTION 210,80)(4) ALL 15A 4 20A, 125V RE6EPTA6LE5 INSTALLED OUTDOORS MUST BE GFGI-PRO TECTED. 4) PER NEC SECTION 2100)(5) ALL 15A 120A,125V RECEPTACLES INSTALLED WITHIN 6OF A SINK (IN NON -DWELLING UNIT OGCUPANGIES-i.e. OUTDOOR SUMMER KITGHEN5 REGEPTAGLE5) MUST BE GFGI-PROTE-GTED. 5) PER NEG 5EGTION 406.8(B)(1)15A � 20A REGEPTAGLE5 IN A WET LOCATION MUST BE WITHIN AN ENGL05URE THAT 15 WEATHERPROOF WHEN AN ATTAGHMENT 15 PLUGGED IN AND ALL NON-LOGKING REGEPTAGLE5 SHALL BE L15TEO A5 WEATHER RE515TANT. 6) PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A i 20A, 125V RE6EPTA6LE5 SHALL BE LINED A5 TAMPER-RE515TANT. 7) PER NEC SECTION 800.156 NO LE55 THAN ONE COMMUNICATIONS OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT. 8) PER NEC 5E6TION5 83,14,3 AND 8315.1 SMOKE DETECTOR5 TO BE INSTALLED IN51PE EA SLEEPING AREA H) PROVIDE 6A5 DROPS A5 PER COMMUNITY ONLY 10) JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220v IN NON 6A5 COMMUNITIES, AND IIOv IN GOMMUNITIE5 THAT HAVE OAS OPTION PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE ELECTRICAL 9`i'M5oL_` I<CT M GABLE TV DA1A OR DT DATA OUTLET -x+ OF HOSE BIB W/ SHUT OFF VALVE ++8 H05E BIB GA5 KEY FUEL 6A5 H/ SHUTOFF VALVE TELEPHONE OU rLET AT f8" ABOVE FLOOR AND COUNTER 120V DUPLEX GONVENIENGE DUPLEX OUTLET 120V DUPLEX GONVENIENGE DUPLEX OUTLET AT COUNTER NP 120V OR 240V, WEATHERPROOF GFI DUPLEX REGEPTAGLE,W/G.FJ, GFI GFI OUTLET � 220V OUTLET }_< 120V DUPLEX GONVENIENGE QHOME RECEPTACLE, I/2 HOT J 5WITGHE5 48" FLUORESCENT LIGHT 3 -WAY SWITCH DOOR CHIME PUSH BUTTON 4 -WAY SWITCH i II ELECTRICAL PANEL QELEGTRIG METER 6A5METER NT 5TO. J -BOX OPT. GEILING MOUNTED INTERCOM }_< SPRINKLER PANEL QHOME RUN FAN 4 OR 5 BLADE SWTTGTI �j CONTROLLED ® RECESSED FRACTIONAL TIP EXHAUST FAN _�. RECESSED COMBINATION OF LIGHT/EXHAUST FAN SwITCTI CONTROLLED GUMBO SMOKE / CARBON MONOXIDE DETECTOR � SMOKE DETECTOR CARBON MONOXIDE DETECTOR -�- RECESSED GAN Q J -BOX GEILING FIXTURE SPEAKER (Q) DIRECTIONAL EYEBALL CAN }_< 24" FLUORESCENT FIXTURE UNDER UPPER CABINET 0 00 0 0 0 INGANDE56ENT BAR LIGHT FIXTURE J L 48" FLUORESCENT LIGHT O n DOOR CHIME PUSH BUTTON FIXTURE 24" FLUORESCENT LIGHT FIXTURE le FLOOD LIGHT SURFACE MOUNTED INGAND HALL LIGHT FIXTURE WALL 5GONGE DWN BY: R.R. • CHECKED BY: D.D. SHEET NUMBER A5.o • OF d' O N DISGONNE6T JUNCTION BOX N DOOR CHIME L O n DOOR CHIME PUSH BUTTON CCS THERMOSTAT PUSH BUTTON ILLUMINATED APPRE55 +84" ABOVE T.O.C. Q DWN BY: R.R. • CHECKED BY: D.D. SHEET NUMBER A5.o • OF ['MAIN FLOOR ELECTRICAL PLAN • PL] N CCS 4J C-- Il��ii N O DWN BY: R.R. • CHECKED BY: D.D. SHEET NUMBER A5.o • OF ['MAIN FLOOR ELECTRICAL PLAN • PL] DWN BY: R.R. • CHECKED BY: D.D. SHEET NUMBER A5.o • OF UPPER FLOOR ELECTRICAL PLAN 5CALE: 114' - 1'•0' ALL ELEGTRIGAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2008 NATIONAL ELECTRIC CODE 6ENE AL ELECTRICAL NOTES: 1) PER NEC 5EGTION 210.12(8) ALL 15A 4 20A, 120V BRANCH 6IR6UIf5 SUPPLYING OUTLETS REQUIRE AFGI PROTECTION. 2) CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM. 3) PER NEC SECTION 210,8(8)(4) ALL 15A 8 20A, 125V RECEPTACLES INSTALLED OUTDOORS MUST BE GFGI-PROTECTED, 4) PER NEC SECTION 210.0)(5) ALL 15A i 20A, 125V REGEPTAGLE5 INSTALLED WITHIN 6' OF A 51NK (IN NON -DWELLING UNIT OCCUPANGIE5-i.e. OUTDOOR SUMMER KITGHEN5 REGEPTAGLE5) MU5T BE GFGI-PROTECTED. 5) PER NEC 5EG1ION 406.6(b)(1) 15A i 20A REGEPTAGLE5 IN A NET LOCATION MUST BE WITHIN AN ENGL05URE THAT 15 WEATHERPROOF WHEN AN ATTACHMENT 15 PLUGGED IN AND ALL NON-LOGKING RECEPTACLES SHALL BE LISTED A5 WEATHER RE515TANT, 6) PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A i 20A, 125V RECEPTACLES SHALL BE L15TED A5 TAMPER-RE515TANT, 1) PER NEC SECTION 800.156 NO LE55 THAN ONE COMMUNICATIONS OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT. 8) PER NEC 5E6TION5 R3,K3 AND 8315,1 SMOKE DETECTORS TO BE INSTALLED IN51DE EA SLEEPING AREA q) PROVIDE 6A5 DROPS AS PER COMMUNITY ONLY 10) JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220v IN NON GAS COMMUNITIES, AND IIOv IN COMMUNIHE5 THAT HAVE GAS OPTION PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE GABLE TV DATA OUTLET ffiN H05E BIB W/ SHUT OFF VALVE Off SPRINKLER PANEL FO 1105E BIB V J GAS KEY - FUEL GAS W/ 5HUTOFF VALVE ra TELEPHONE OUTLET AT +8" PUSH BUTTON ABOVE FLOOR AND COUNTER ILLUMINATED ADDRE55 120V DUPLEX CONVENIENCE +84" ABOVE T.O.G, DUPLEX OUTLET 120V DUPLEX CONVENIENCE 1 DUPLEX OUTLET AT COUNTER INP 120V OR 24OV, WEATHERPROOF OF DUPLEX REGEPTAGLE,W/G.F.I. GFI GFI OUTLET 220V OUTLET 120V DUPLEX CONVENIENCE RECEPTACLE, I/2 HOT 5WITGIIE5 3 -WAY SWITCH 4 -WAY 5WITGTI I ELECTRICAL PANEL J ELECTRIC METER GAS METER NT INTERCOM DOOR CHIME SPRINKLER PANEL NOME RUN J -BOX GEILING FIXTURE SPEAKER DIRECTIONAL EYEBALL GAN 24" FLUOR15GENT FIXTURE UNDER UPPER CABINET 0 0 0 0 0 INCANDESCENT BAR LIGHT FIXTURE 48" FLUORE56ENT LIGHT FIXTURE 24" FLUORESCENT LIGHT FIXTURE V FLOOD LIGHT SURFACE MOUNTED INLAND WALL LIGHT FIXTURE WALL 5GONGE O cy DISCONNECT ry JUNGTION BOX 0 DOOR CHIME 5TD. J -BOX OPT. CEILING MOUNTED FAN 4 OR 5 BLADE 5WITGH V J CONTROLLED i, ra REGE55ED FRACTIONAL HP PUSH BUTTON EXHAUST FAN ILLUMINATED ADDRE55 REGE55ED COMBINATION OF +84" ABOVE T.O.G, LIGHT/EXHAUST FAN 5WITGH CONTROLLED 1 COMBO SMOKE / CARBON MONOXIDE DETECTOR Q 5MOKE DETEGTOR ® CARBON MONOXIDE DETECTOR REGE55EU GAN J -BOX GEILING FIXTURE SPEAKER DIRECTIONAL EYEBALL GAN 24" FLUOR15GENT FIXTURE UNDER UPPER CABINET 0 0 0 0 0 INCANDESCENT BAR LIGHT FIXTURE 48" FLUORE56ENT LIGHT FIXTURE 24" FLUORESCENT LIGHT FIXTURE V FLOOD LIGHT SURFACE MOUNTED INLAND WALL LIGHT FIXTURE WALL 5GONGE O cy DISCONNECT ry JUNGTION BOX 0 DOOR CHIME o a DOOR GHIME PUSH BUTTON N i, THERMOSTAT PUSH BUTTON ILLUMINATED ADDRE55 0 +84" ABOVE T.O.G, COMP FILE ISSUED N.3.13 REVISED 2.11.14 ISSUED 02-12-2014 s � • a i, ct �z 1 QJ 7� c COMP FILE ISSUED N.3.13 REVISED 2.11.14 ISSUED 02-12-2014 s � • UPPER FLOOR ELECTRICAL PLAN • • DWN BY: R.R. • CHECKED BY: U.D. • • SHEET NUMBER • A5.1 s OF • • a ct r QJ 7� c N � O N O • s • UPPER FLOOR ELECTRICAL PLAN • • DWN BY: R.R. • CHECKED BY: U.D. • • SHEET NUMBER • A5.1 s OF • DR HOR`i'ON HOMES MODEL: 1607 GARAGE LEF"I' DR i-fORGARAGE I'ON HOMES MODEL: 1667 GARACr1=' LEF'I' DR 1.10f,.'I'ON HOMES MODEL: 1667 GARAGE SUL3DIVISION: THE RESERVE AT HIDDEN LANG SEPTEMBER 2011, SUBDIVISION: THE RESERVE AT HIDDEN LAKE RAG LEFT +,� ,y � � � SUBDIVISION: - SEPTEMBER 2013. � , -, - LOT _ BLOCK: PG of LOT— BLOCK: PCr of SUBDIVISION: THE RES �RVE A`1' HIDDEN LAKE; SEI'`1'EMBER 2013 KITCHEN 36" UPPERS— — LOT _ BLOCK' PG — of — KITCHEN 42" UPPERS L3ATH S 24't-- 36" T.36" HIGH FLUSH ISLAND BAR TOP w116" OVERHANG "3 - "UPPERS*-'"* JV 36"tIIGHFLUSddISLANi� -- — Doorstyle: = a3 P 12 6" OVERHAIV rn C M : J .S,9R TO w G dti N (y. - ""42"' WIPERS** � I � 1 ^ nn � (� P nn I • �' .� b) PARTS: Wt t 3-U43WD �> stn"o w J ty VSb3J�4[I;BUil rn VSB,J IH Fa(7["I + Doorstyle: I - UF342P �> <rJ 00 . 1_U 3P co :.. 1 - UF6 WI) E ve n PARTS: OWNER'S BATH 3-UF3WD f 1 - DWR3 I- OF 342P Doorstyle: Q) _ 1 - FL24 (VOIDS) I p )- 1 - FP9634 WD r 1 C 1 Ur'3Y 8,ti -OF6 WD P ARTS: 2 - FL18 (ISLAND BACK 1Ul3 I 1co WRJ co 'PANEL SUPPORT) �_ _. _ _ •r ! c) r� E p Iw - CQ ....... I� 1 - FU24 (VOID;) 1 13'1'I�8 PRT ua W 3 - C 51� L( / `� `�� 1 .. 1 - FP9634 WD 1 - UM8 BLD k Outlet IJ[ti 2 - BTK8 PRT ; I _ o` 4 - F'L48 (ISLAND PACK 2 - UM8 BLD - r �, PANEL 5 PPOR HDWE: 6611 OCM8 BLD (TOE CAP) � � Outlet " s ,� E ---- - ;5.12 LC 5 )DOORS 3 C :3 - C M8 SLD k 1 _ i �)n Cn f=r € 0 2 BTK8 PRT 1' a IIUWE: �,-, o p C7 2 - UM8 BLD �_ — ., r U t� f OCN18 13LD (TOE CAP G 15 - DOORS n ) v \` I r I)WI R;•= -j 3 4 - DRAWERS - I8 BLD p r f6 ( I 1 ; -- - :-DWR3 {R,02 HDWF,: VSB i3 BU11' T E h X 15 - DOOR`' 4 - DRAWERS r _. ** M � ¢I ***Pedestal Lavator•t•-/ an. i'oie�r�er Room*** BATH 2 Doorstyle: s. i 9P SJJ 11 _�9 - c J _...: PARIS: 76 - —.,:� BUILT IN �-n- � — • UF;;lB' PANTRY I 1 - B 11� PRT _.7616 _ �� BUUX-IN — I -UM8 BLU 14.3'" - - PANTRY 1 - OCM8 BLD TIDWE: 2 - DOORS 111 v imvnswn _,i�c dc�n�natxxn., Tjl�/iBRtfij� f_3cstt n r: acnnil r N yilnii L'csi coil: 9/1's.'201 i All dimcus,ow; riz: al ii � - _ % uvcv ! uauou5 (,{��(� Iwsl��nv1. JvuuifarNv, dors I)ceu, ncd:9/lk;l_Ul.i .- - -_. _ivan am :u6_Icct to veritiuih,:w on Printcd: 9/19/2014 TjM(3ER ' S' All d,me;nsluus slza designations, >: -- c'ivun arc, ::object to vvufication on 4 (.......:... - E L)csiKn r: Jeiutkl r NcYdon Tic:>' / lob site and ad,1i154ncnt[o tit_ji>h ; - f'h x is an original do y J . Printed: 9/19,1013 MQ� 1 c,ncd..9 l li/_pt3 :.:, < . ,,sitiii,lnd rini.,l ol> stle and adjustment to Lit tib a : a' • gw';fl arc subject to verification nn Tj r 1,.. conditions. J J v Lhis Is an original detir13u and mutiL A� tinted: 9/1912013 ai,if by ,vlvaacd or cupted unles conditions. Job •,rlc, and adlusbuciA to tit job I'liis is at yrk8in 1 dcsi ,it ;nick muss f a 1hCablc rocha; bccn' and orjob not bo rvIQnsed or u,pi"l miles; s k I F pt u , Ilicnble fvc his been conditions. not by i:eleascd or co iQd unless :oder placcck. paid or_lub f rd J applicable Ice has been paid of job .... tit Icr place- . 1 -- ¢< order placed. 1667 KIT 36 GL 09-1$-13 "i Floor Plan Dr xviug 1 Sctrin : 0 I/_ 1 1667 KIT t2 GL 09-1S-13 c• „ ^ - - - ( 7 Floor Pluu Dunung d: 1 ovale : 0. 1!�' - 1''' 1667 Ba\TFTs: U1''I� CJL (G9-18-13 Floor Plus Uruwiug /h 1 Sudo : U 1/2" 1' DR HORTON HOMES MODEL: 1.667 GARAGE LEE FT DR I-IORTON HOMES MODEL: 1667 GARAC:rE LEFT DR HOR`I'ON HOMES MODEL: 1667 GARAGE LE F'1' SUBDIVISION: THE RESERVE AT HIDDEN LAKE SEPTEMBER 2013 SUBDIVISION: THE RESERVE AT HIDDEN LAKE SEPTEMBER 2013 SUBDIVISION: THE RESERVE AT HIDDEN LAKE SEPTEMBER 2013 LOT , BLOCK: PG of _ LOT _ BLOCK: PG of — LOT _ BLOCK: PG of — OPT. 30" LAUNDRY UPPER'S COUNTERTOPS COUNTERTOPS i �.- 42" Imo. 5311--_ -_ ,.- a7 »� R R UFGP�T OPT. LAUNDRY UPPERS c� Doorstyle: T PARTS: I OWNER'S BATI-I 2 - UFGP I - UM8 BLDTOP Ch 1 F'L24 (VOIDS) EDGE:COLOR: 1 - CM8 BLD (OPT.) HDWE - 4 - DOORS 6 UFCiI lI I� R - ei KITCHEN TOP } TOP COLOR:_ EDGE: 6" 13ACKSPLASII IN KITCHEN ONLY I� _ USED COLORED CAULK R= 2 1/2" RADIUS BA'1'f 1 2 -L I� _25+�- `I TOP CALOR: EDC}E: R= 2 1/2" RADIUS AIL, dilll'MlSic,n•: _Size dcsi-nations Tj1�J BERLAKE I� cMpncr...tcnnitcr Ncy&11 L�asie,n 1i 9/18/2013 _. - _ — ivcn arc subject to veiiticatiori on ':t°, r nr. - , . - i AlLdunarv,nm., -size dv..i�natious T1 BERLAKE 1>csi�iter: Jennifer Novdon Gcwir=i9v'9/19/2 9/.1&.26 4 • - - - ---- - - - . J Printed: 9/19/2013 a !r :+ :........ d wl l_ All duncnsruns _size dusi�nettio'?' FIMBERLAKE llesic aer: Jennilcr Ne'don oh :;itc :)nd ad'ushnent to fit'ob >... vi vu aw sub -I ,ct to v erifivatioil on ;,: I'nntc L + / t /" i „ s } Livsigncd: 9/lK _U 1 J l J _0 L L ivea aro subject to varitication on I J J This is an urixmal dv.,11n natal rnu.'t job sit,- and adjustwont to lit'ob „' r, — Printed. ), 19/20 1'i conditions. 1 .. - .I ..L. .: t hr,>. is ,ur on_,n.rl dv.xign and nnr,l tib site :ind ad uslntcn ` ___. - -,;y b.. rvlvasail or copied un[cs:, .. J ,. J t. LV fit'joU a' ::; i., <)ti url�inal tkgslt;n and nnc;l. 1 corlditiuns. . „ — > I condition.,. :. ,� not be released or co�icci unlnis i . I P Pl r - }r not be icicu:wd or copied utiles.; ti tlei`�1 ilvcak � has been paid pr ilii' y - applicable lcc hos boort paid orjob �' a 1 ti order placed. tit>>lieablc lcc ha., been paid orjob .r :n.., urdar placed. 1 _ 7 BATHS _ll r5 CL (U I-18-13 ) �1ovi L'lart L�rmutg T: 1 Scale : ri 1i2'' = 1` (16F_,7 Kl'C 36 GL '09-18-13 ____ - .- C ) blo,n Phtu Dtayvur� N. 1 tic.dc. U t/2" 1`Il 1667 1iA'1fIrGPT$ GL (09-18,13) FliiorPlau L)r:nvin t : 1 Svalo : 0 1;2" CABINET LN.T.5. rGA51NET LAYOUT5 • s • DWN BY: • CHECKED BY: D.D. SHEET NUMBER CB -1 s OF e ° e ° 1J a, Q� N ct f=: <% 7J i f � s � c ° w e rGA51NET LAYOUT5 • s • DWN BY: • CHECKED BY: D.D. SHEET NUMBER CB -1 s OF e ° Q� ct 7J ci c Q 4> I Iii `Ll CV J rGA51NET LAYOUT5 • s • DWN BY: • CHECKED BY: D.D. SHEET NUMBER CB -1 s OF e - ARROW INDICATES LONG DIR. OF PLYWD. � a e � t) til q y} y sa q F' � r•1 q q p. U U U U U 2''X6" U q FACIA �,* o OUT LOOKERS @ 24" O.C. GABLE END TRUSS (WEBS REMOVED FOR CLARITY) X = 8d RING SHANK Q 3" O.C. ON EACH SHEET OF PLYWOOD 0 = 8d RING SHANK @ 6" O.C. ON EACH SHEET OF PLYWOOD L1 = 8d RING SHANK CN 8" O.C. ON EACH SHEET OF PLYWOOD NAILING SCHED /GA5L. 6CA-Es N.T.b. FdLNE 0 = 8d rinyshank @ 6" O.C. ON EACH SHEET OF SHEATHING NAILING SCHED IHI� SC.41.A?= N.T.6. -- , - + + + + + American Society of Civil Engineers minimum design loads for buildings and other T-T'T J.r + + 3 at each joist r t + + r + r r r + + + r 16" OC + + + t + r r + + Structures (ASCE x.10). Specification for the design, Fabrication and erection of Structural steel for 6.1 Wood framing structural members: Southern Yellow Fine Headers/Beams/Posts± Southern Yellow Fine #1 r + + + + buildings (AISC 9th edition). "Design Specification for light metal plate connected wood trusses" by the Truss + + r + + trod common 2 I. Plate Institute (TM) 1985 Edition. Southern Yellow Stud to sole late, toe nail + r + + + 4 + t rJ. r + r r r r r t 24" O.C. + +++++i ++ t+ + + 16" a Ion each + + + + + + + + + + edpe 1+1+r++++ 8d common 3 stud, toe na i I + r + + J. ++++ + t + r ++++ rJ'-04 ��-�, + + t++++ Over IX8 sheathin to 8d common 3 ++++ RIDG•IEI_INE+++,++++++++ r r t F r Irvd common Build -u riders and 206 common 32" O.C. at to + + + + + r r + r _r +++1-+1,,+ + + + + + r + r Ili t r r + + r + + + 5 11Ge ++++ 11 a I-1/2° + 1/16' head 8" o.c. a t other bearin + r + + + t r + + + + + r r t + + + + + r r r r + r ++t%% + + t t + + + r r r + + + + r r r + + + + + t + r r + + + + r + t + + + + t + + + + + + + + + + + + + + + + + + r + +++++++++ + + + + + + + + + + + + + r r + + + + + r r r + + + + + + + + " + + + + + + + + + . + + + + r t + + t + + + + t r t r + + + + + + + r r + + + + + + + + + + + + + + rr r + + + + + + + + r + + r r +r+ + + + + + r r + + r + + + + r r + r r + + + + r r + + + + + + + + + r + r t + + + + r r + + t + + + r r + + + + + + r r r + SCHEDULE- 145 mbh ZONE (MAx) +++++++++++++++++++1, SdRING SHANK 03'O/C g ad RING SHANK 106'O/G +t+*+*+*++++++++++++* GABLE END WALL OR OR BUILDIN�� END ZONE +*+*r*r*+*+*+*+*+*+`+ Sd RING SHANK S' O/C; INTERMEDIATE SHEATHING NAIL PATTERN NOT TO SCALE TYPICAL HW INSTALLATION TYPICAL META / HETA INSTALLATION "x BUILT-UP COLUMN LL EVERY NAIL OLE W/16d AILS SIMPSON MMT515 W/ (4) 1/4" x 1 1/2" TAP- GONS INTO TIE 5EAA O RETRO= IT -MTS ANCHOR TYPICAL HTS INSTALLATION SIMPSON H1T TYP. 3/4"0 THRU BOLT - j- GIRDER TRUSS -FILL EVERY NAIL HOLE W/16d NAILS f- 2X TOP PLATE (81,Ox8" "J" BOLT OR (8"0 WEDGE ANCHOR ILL EVERY NAIL MIN. 5" EMBEDMENT HOLE W/16d NAILS 51MPSON 2 X B.U.0 HTT TYR i TIE ITT TYrIGAL ITT TO 15UILT-W CBLUt-W !FAIL RrIGUIRIC) SAPMT�' i5xim � IN iN HAZARDOUS 2406.3 HAZARDOUS LOCATIONS L-00AT(ONS FHC 2406.3 2406.3 THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: I. 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. 1� 2"x 4" COLUMNS W/ (1) ROW OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 1/2") NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 3 -PLY, COLUMN SHALL BE NAILED AS SHOWN FROM EACH SIDE (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) structura I Notes CONT. $5 E34 4�t 2"x 6" OR 2"x 8" COLUMNS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 1/2") 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION JACK P❑ST NAILING NOT TO SCALE 1.) CODES: 1.1 The Florida Building Code (2010 Edition). 1.2 Building code requirements for reinforced concrete (AC -1 318.06) Z > TOP OF BOND BEAM STEP MASONRY WALL STEP NOT TO SCALE RAIL INC JCH DULL American Society of Civil Engineers minimum design loads for buildings and other Ledger strip16d common 3 at each joist Sole late to joist or 16d common 16" OC blockin , face nail Structures (ASCE x.10). Specification for the design, Fabrication and erection of Structural steel for 6.1 Wood framing structural members: Southern Yellow Fine Headers/Beams/Posts± Southern Yellow Fine #1 15 buildings (AISC 9th edition). "Design Specification for light metal plate connected wood trusses" by the Truss To of sole late to stud, trod common 2 and nailed Plate Institute (TM) 1985 Edition. Southern Yellow Stud to sole late, toe nail 8d common 4 Doubled studs, face nail 106 common 24" O.C. poubled to plates, face 10d common 16" a Ion each nail OTHERWISE ON PLANS edpe Continuous header to 8d common 3 stud, toe na i I IX8 sheathin or less to 8d common 2 each bearing, face nail Over IX8 sheathin to 8d common 3 each bearing, face nail Build-qcorner studs Irvd common 24" O.C. Build -u riders and 206 common 32" O.C. at to beams u to three members and bottom and sta Bred 2 ends at each 5 11Ge 1/2" G sum Sheathin 11 a I-1/2° 4"O.C. at ed es 1/16' head 8" o.c. a t other bearin 5/8" Cx sum Sheathin 11 a 1-3/4" 4"O.C. at ed es -1/16' head 8" o.c. a t other bearin G sum uJa l Iboard 1/2" 1-3/8" drywall nail 1"O.C. on ceilin 5 on walls 5/8' 1-1/2' dr wall nail -I "O.C. on cei I in s 8"O.C. on walls Hardboard La Siding, 8d corrosion resistant 16" O.C. at to Direct to to s with minimum shank and bottom ed es dia. of 0.0990 inch and minimum head dia. of 0.240 inch Hardboard La 5idin , 10d corrosion resistant 16" O.C, at to overs eat ine with minimum shank and bottom eoles dia. of 0.0990 inch and minimum head dia. of 0.240 inch Hardboard Panel 5idin , 6d corrosion resistant 6" O.C. at eoles Direct to Studs with minimum shank 12" O.C. at dia, of 0.0920 inch Intermediate and minimum head supports dia. of 0.225 inch Hardboard Panel sidin , 8d corrasion resistant 6" O.G. at edges ver to to s with minimum shank 12" O.C. at dia. of 0.0920 inch Intermediate and minimurn head supports dia. of 0.225 inch 1.3 American Society of Civil Engineers minimum design loads for buildings and other ro-) WOOD: w � o 0 1.4 Structures (ASCE x.10). Specification for the design, Fabrication and erection of Structural steel for 6.1 Wood framing structural members: Southern Yellow Fine Headers/Beams/Posts± Southern Yellow Fine #1 15 buildings (AISC 9th edition). "Design Specification for light metal plate connected wood trusses" by the Truss Bearing Wall Wood Stud Framing± Southern Yellow Fine #2 studs 2"x 02 4" spaced � 12" O.C. Plate Institute (TM) 1985 Edition. Southern Yellow Fine studs 2"x �" spaced � 16" O.C. 2.) DESIGN CRITER'iA: Southern Yellow Pine #1 studs 2"x 4" spaced � 16" O.G. U) UNLE55 NOTED OTHERWISE ON PLANS 2.1 Dwelling floors, - 40 FSF live load. 6.2 Desi n, fabricate and erect wood trusses in accordance with the "deli n specification 2,2 Balconies -�00 FSF live load or adjacent living space live load. g g for 2.3 UJalkways - 80 PSF Live load. light metal plate connected wood trusses" by the truss plate institute, TPI 1, 200 ed. and 2.4 Roof over living areas - 30 PSF live load. 1-1 F81= (7 PSF T/C 4 10 PSF B/G) dead gG51, 2008 ed. (if applicable>. load for shingle roofs: 25 FSF(15 PSF T/G � lO PSF B/C) dead load for the roofs. 6.3 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 R301.2(4) 4 roof sheathing: 1/2" C.D. grade plywood Cor 15/32" OS>=3), when using fiberglass/asphalt and IrOOSA in the FBC - Residential and FE3C. 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 WindSpeed Website. �.5 Untreated wood shall not be in direct contact with concrete. SEAT plates Shall be provided 2.6 Note all structural members in the residence will be designed using Allowable Stress at bearing locations without wooden top plates. Design methods. 7J GANG- LAM LVL: 2.-1 Net uplift dead loads 10 PSF Shingle 15 PSF tile. -1.1 Gang -Lam. stress grades shall provide the following minimum properties: 3.) SOIL: E - 2,000,000 F51 3.1 The foundation System for the attached project is designed for a minimum soil Flo = 3,100 FSI bearing pressure of 2000 pef, The soil bearing pressure is in compliance with Ft = 2,300 FSI Table 8401.4.1 (FE3C-R) for Sand, Silty Sand, Clayey Sand, Silty Gravel and Clayey Fc1 = 1020 F51 (perpendicular) Gravel (SW,SP,SM,SC,GM and GC) F c I 1 = 3,180 PSI (parallel) 3.2 It is the Contractors responsibility to have a geotechnical investigation conducted to Fv - 290 P51 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. SJ STEEL: 4.) CONCRETE: 8.1 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 A15C "Specifications for the desi n, 4.2 Reinforcing bars: ASTM A015 (C -rade 60)_ g Fabrication, and erection of structural steel for buildings. 4.3 Welded wire fabric (WU)F): ,OSTM ,4185. 8.3 Structural steel to be ASTM A3& unless noted otherwise. 4.4 Detail reinforcement in accordance with AGI 315, 8.4 Steel Wide Flange to be A5TM A592 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.�o Earth Supported Slabs: (including exterior walk and drive Slabs) 4" thick, reinforced 8.5 Welded connections: E-10XX electrodes, minimum size fillet welds 3/l(o", AW5 certified welders. with 6x(o wl.4x w1.4 W.W.F_ at mid depth of slab. fibermeSh may be used in lieu of U)UJF 8.(o 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 ,ACI Standards. 8.-1 The steel frame is "non -self Supporting". Adequate temporary support Shall be provided by the 4.8 Lap splice shall be as follows: I*C bar aro", #5 bar 30", -04 bar 24", *13 bar 18". Contractor until required connections or elements are in place. 4.9 90 decc�ree hooked bars Shall have a 10" leg and be bent with a radius of 2" 9J TRUSSES: 5.) MASONRY: 5.1 Design and construction shall conform to the specification of the National concrete masonry 9.1 ALL CONNECTORS SFECIFiED AS PER SiMPSON CATALOG C-2011. CONTACT Association and ACI 530. Contractor is solely responsible for all temporary bracing and Shoring THE STRUCTURES C -;ROUP, INC., FOR ALL CONNEGTOF, SUBSTITUTIONS. required during construction. 9.2 FRE -ENGINEERED WOOD TRU55ES TO BE SPAGED � 24" O.,G. TYPICAL 5.2 Minimum masonry unit Strength: (Fm) 1900 PSI UNLESS NOTED OTHERWISE ON TRUSS ENC-cINEERINC-c FACKAC-�E_ 5.3 Mortar shall be type 5 or M. 9.3 1 THE TRUSS INFORMATION PROVIDED iN THESE CONSTRUCTION DOCUMENTS 5.4 All Block cells and cavities below grade shall be filled with concrete. 15 REVISED BY ANY OTHER PARTY (TRUSS MANUFACTURER, CONTRACTOR, OTHER 5.5 Fill cells w/(I) #5 bar shall be located PER PLAN ( 4'-0" O/C TYP_) at each corner and each side of DESIGN PROFESSIONAL), IT 15 THE CLIENTS RESIPON5IBILITY TO SUBMIT CHANG3E5 TO openings greater than or equal to (a' -O", fill cells w/(2) *5 vert. shall be located at each THE STRUCTURES GROUP, INC. FOR REVIEW. THE CLIENT 15 RESFONSIE3LE FOR ANY Side of openings 10'-0" and greater, at all girder bearings, including hip -set girders. CONSTRUCTION COSTS RESULTING FROM TRUSS FACKAGE REVISIONS DEVELOPED BY OTHE iof� cormlYm 1u in AIS, oui8loflst Pm To s,rutr w my CMIM s1NCTMIll WO P 13 N9T 111111NOME FM xff Gloom 1E STRU 1 NS MW 0 RE50I PCR PWM CWMM TO g=UL STlpiClM 3HM ON "M PAM qLY. rHE 91R1w`11M R=" � W Fpt EiM191Y1D >t11plCltlltfk CCMPO!l�fl$ 1'o the l.e,t of the engineer's knowl;a�lge, the D1d115 Md specifications cuiply with the Iunum.uu regaire[rpnr_ of The Florida Building ;rxie - kesidential. (21111101111111, KdRIarJ MOM &W APPOW" atkno 01h Ma ids Widir!D - ItEdIDrN�the ��ot�on Ma *04249 "M an "1101111111:1114 bdPlIll0"111% �i�t� kW% hae IN mph CIAO sdmkw Ru N vend ri7r a affair the ckAe K A. end sealed or uNN ow ®t Stan ®f the MarWa folk" Code N 1 rs a end moled fbr the wuatural the drdoW o�, el e1, ®r ole ai4, if I> we ror vN"l rerawrt m only and are Iwt oovwed uldw REV. I DATE & COMMENTS I BY JOB NUMBER: 2012 DATE : JUNE 1, 2013 DRAWN BY: SCALE: SHEET NUMBER S1 SIGN FEB 13 26% F w � o 0 Z = J Q Z 0 U p U) O JOB NUMBER: 2012 DATE : JUNE 1, 2013 DRAWN BY: SCALE: SHEET NUMBER S1 SIGN FEB 13 26% .`a AftmMmJewlatten dwim k T1s w open caked spraged roam in A*tkm 00 &Wti/1 Wt'I�'1 ec"yak it UMIJIation rat for use in the kW ®P A "tm Irl�lat s}Ntsm hstalled 12 RE -ENGINEERED WOOD TRUSSES © 24" O/C WOOD WALL ATTACHMENT 1I :3 •5 REE3AR GRADE 6o ATTACH WINDOW FLANGE/FRAME TO BUCKS WITH MIN #Sx2Y� WOOD MASONRY WALL OR WOOD L, 2 ified loytsfts ir1�11ation irntallsr. 111�ta1 (Tl P� SEE EI -V UPLIFT CONNECTOR SEE SCHEDULE (SEE PLAN POR SCREW ®8" O.C. OR AS REQUIRED BY WINDOW MANUFACTURER TO FRAMED WALL - to provide Contractor with WmAstion � � MEET REQUIRED WIND PRESSURES. NUME3ER AND Certtitcate at t111co 1A of RI�tAlllltlon DOUBLE 2"x4" TOP PLATE LOCATIONS) PRE-ENGINEERED WD TRUSS 024" O.C. U.N.O. TOP SPLICE �.. co 12 OUBLE 10d o CMU MASONRY UNITS COMPLY WITH , ICAL V 7 PEEL AND STICK ROOFING UNDERLAYMENT (TILE) 2� ASTM C90, GRADE N W/ Pm ■ 1900 (TYP) VARIES 15 LB ROOFING FELT (SHINGLES) M/N PSI. TYPE 'S' MORTAR, GRO HURRICANE INSULATIANCHOON EACH TRUSS CRICKET AS REQUIRED ALL CELLS SOLID. � (SEE UPLIFT SCHEDULE) 10d @ 8" o/c 6' �" SHNGrES OR CONCRETE TILE (INSTALL AS PER MANUFACTURER) SHINGLE ROOF SYSTEM TILE ROOF SYSTEtrI GROUT =300 PSI. SLUMP RANGE 8' - 11M1Q'RADLWt a4NRas itWRAOMNT00SMAT!' M SIMPSON SP4 © EA. STUD I1'. ROD OR VIBRATE GROUT SMATHP� PA1npw To FAgt* NP 101lrbele WM Od 11101140 um •d P*430 *K l�1�ry�O»".��KN�AILA • 3'= ADEQUATELY TO ENSURE - OPENING Con NAILA s 1lOt►DAR . A' GYG mcxmo 4 rCONSOLIDATION OF GROUT (No AIR orNrraua raNc1 �r11� NOTE: '--BOTTOM SPLICE POCKETS). GROUT SHALL COMPLY W DRIP PLATE LENGTHS MUST BE OVER STUD WITH ASTM C416-53 AND BE EITH rz FINE GROUT. FASCIA BOARD AT LEAST 8'-0" LONG, . TYPICAL '"k 0 �. 1/2" CD (CEILING NO TOP PLATE SPLICES DENSITY BOARD) PREFORMED POWERS STEEL 4Dld W/ 1 3/8" DRYWALL » » » SCALE: N.T.S. __ = v, LINTEL SHALL BE "'' o "5 REPLA GRADE 60 MANUFACTURED 5YPOWERS 8 Xl3 X1 G KNOCKOUT BLOCK � � NAILS ROWS OAC W/ 1#5 CONT. FILLED SIMPSON SP4 @ EA. STUD NUMBER AND R a/ STEEL. AND WiRE PRODUCTS, » W/ 2500 P.S.I. CONCRETE 2"x P.T. PLATE MAIN SPAN ROOF TRUSS LOCATIONS) INC. STEEL. GRADE SHALL BE MASONRY WALL ATTACHMENT CLG.& 8. O/C WALLS SEE UPLIFT SCHEDULE 4 ASTM A5VD GRADE C (Py , / J"Ox2j" MIN , t> t w P� / 2X PT BUCKS ATTACHED TO MASONRY W 1X P.T. NAILER » FOR UPLIFT CONNECTIONS 1 2"D WEDGE TYPE mK EMBED TAPCON MASONRY SCREWS AT 8" O.C. MAX AND ©ANYp;B�11G7d10RUiMtRIq�DFMI B C.M.U. TYPICAL SHORE LINT S ,Agv� REG2UIREDUM STD. 90' HOOK ANCHOR BOLT @ 24" O.C. TO COMPENSATE FOR DEAD AT 4" FROM CORNERS. SET BUCKS IN CONTINUOUS SEE DETAIL THIS SHEET SEALANT BED NOTE: IT IS THE CONTRACTORS TO RT:VTEIN TYPE "S" MORTAR W/4" MIN. EMBEDMENT LOAD DEFLECTION OF NOTE; 1% P.T. WINDOW/DOOR BUCKS MAY BE USED IN LIEU OF ALL DRAWW B SON BEGNS. TIE R4.2 MIN. INSULATION STUD OPTIONS: NON -CURED MASONRY GROUT. THIS SPEC WITH FLORIDA PRODUCT APPROVED DOCUMENTATION. ENGINEER OF RIS IS � FM TIE SIRUCTURAL #2 SYP. DOUBLE TOP PLATE 2"x 4" SYP 2 SPACED @ 12" O.C. SHORING TO REMAIN IN PLACE WINDOW/ DOOR BUCK AND FASTENER SPECIFICATIONS SHOWN ON INTERM OF THIS PRO= ONLY. ANY D ANCY ON EXT. BLOCK WALLS # A MINIMUM OF 14 DAYS TO FLORIDA PRODUCT APPROVAL DOCUMENTS OVERIDE THE BERM FIELD CWCMON% OW OEM PROF1�SONAW DECORATIVE COATING 2"x 6" SYP #2 SPACED @ 16" O.C. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. ALLOW FOR CONCRETE GROUT SPECIFICATIONS SHOWN HERE. SHOP DRATIMIGS, CONTRACTORS' BLEDMiG IETN00rh AND 1X WD FURRING SIMPSUN SP4 CONNECTO 2"x 4" SYP #1 SPACED @ 16" O.C. AND FILLED W/ 2500 PSI CONCRETE CURING. 1F�E SGNED NO SEALED DRAMANik'S MUST BE BROl16HT ®24" O.C. 1 5 VERT. IN CONIC. FILLED CELL i�OIUERi-30X LINTEL REAM pETAIL WINDOW /DOOR F3UGK ATTACHMENTS IMENTS m THE ATOM OF THE OF RECORD PRO TO 1/2" GYPSUM R-11 INSULATION W STD. 90' HOOK IN K.O. BLOCK I� IS TW o9�r O, � WALLBOARD U.N.O. 1/2" CDX PLYWOOD OR 7 16° SCALE: N.T.S. () � VERT. REBAR IN FILLED / ICNIrE WALL ABOVE MASONRY U1AI-!, DETAIL g cwmwmR To Wmr ALL 069"ates a+tal 70 s1Nrr or MY CELLS. SEE FOUNDATION PLAN O.S.B. SHEATHING REW'D. FOR 7W SIRUCI1M CRCi1P 13 Wr REW001e1E FOR FOR LOCATION. ALL EXTERIOR OR SHEAR WALLS SCALE:: N.T.S. MY UNENSM AS INDICATED ON THE PLAN. IK S1RUCRM MW 4 MMP04M FM PROPM CHMIGES ts NOT 1 E TD 64MAL S1RUC1 K 8N m ON un PACES ONLY.1W 111nxit RFS ®RCDP 8 CM WALL. w/ DURD-WALL ATTACH SHEATHING W/ 8d FOR 1�1Ei9 SiRUC1U1y11 HORIZONTAL WALL REINFORCEMENT RINGD5HANK NAILS @ 3" O.C. O C� compomm 1X P.T. BASE NAILER AT EVERY 3rd. COURSE CONT. BOUNDARIES, 4" O.C. @ EDGES, C CONC. SILL 'lo the best of the enrJiuieer's knowledge, Lhe BASEBOARD 4"X4" INSPECTION PORT AND @ (1) ROW 2x BLOCKING FOR 6" O.C. 0 FIELD ---- 6X6 W1.4XW1.4 WWF WINDOW- M.U. 131;111.3 _uid sp•_•oifioatioil•s c:..,n,ijly with the OR FIBERMESH miniu_un requirements of The Ylorida Building AT EACH FILLED CELL TYPICAL WALL HOT. _<8'-6". (2) ROWS 2x BLOCKING Ccele - Residential. (200Rd"400 OR WALL HGT. > 8'-6". " C.M.U. n. , .... _'--....:.-_................._. ,_ GRADE rmm stth 00 mar1� w LOAD BEARING OR D ° �< , .Fara!rleat►en' R�1 MIN. 2500 PSI J TERMITE rlTc PF o recTloN MUST corlPL r WIT pec. loa �.4, EXTERIOR WALL - SINGLE 2"x P.T. STUD /\\/\/\/\/ - \/\� N t2oio sdNior� CONC SLAB CL 1403.8, 1503.6, 1816, 2303.1.5.3.1, 2303.1.8 AND 2304.11 (FBG 2010)-19 N r��/\�/\�/\ / o p• . ° /\�/ a 6X6 W1.4XW1.4 WWF 5 VERT. IN FILLED CELL `��� //\ Mnn• and �p�dlteaMolw "� r,� \ �� �\ (k!9 ISN "Mm 1� for in fah mW axm HEADER BLOCK U.N.O. /2" x 6" "J" BOLT ©24" 4 � 8» (1) #5 CONT. 1/2" 0 EPDXY ANCHOR @ 24" O.C. VERT. OR Thb is vvaltd for 0 alter " doe - �_ °� �% cV �_ SIMPSON SP4 CONNECTOR On requkomw4o or o. C. W/6" MIN. EMBEDMENT (USE ) SIMPSON S YP. _ to b • eeele�l ®r anal SIMPSON SET EPDXY) OR 1/2" XQ) 0 SI 1 /2" X 6 ' WEDGE ANCHOR MIN. t� ednioo ar thst "kW f'cds is \�\ \ GRADE @EACH STUD 6" J BOLT @24" O.C. N 2"x P.T. PLATE T"T FICAL THICKENED SLA5 EDGE 1111 SEE ATTACHMENT DETAIL ABOVE. t•s aMldse�eleeil+orth.stl ►�li r /\//\//\//` `r NOTES: SCALE: N.T.5, 4 Astall• %mm bw 6 MIL VAPOR BARRIER �\ �\ \ \\ \\ 1 3 1/2" MIN. 6X6 W1.4XW1.4 WWF WINDOW II III I ' //• // // / / c� 1. FILL ALL CELLS WHEPJ - ° ---�- =--- A-=--=-------- D - D TRUSSES w I N D O W SECTION 13 tHs •saL aniv � ars e�R �w D D_________ _______________ P . °' CLEAN POISONED AND COMP. // // // z w z STEM WALL IS BETWEEN !-... .... - =tr: - :.._..._� ° - -- -- - - --- -------- ^ ..:.:............:....----`------.-,0........`.. .. °D D , D SEE UPLIFT SCHEDULE SGAL.1=: N.T.S. SOIL. (95% MODIFIED PROCTOR ' < \j\\�\\\� z 4 24" AND 40" IN HEIGHT b .-, " ° e D \ \ \ / ABOVE GRADE. _ ./�\��' 3 1/2" MIN. REV. DATE &COMMENTS BY PER ASTM 01557) STD. 90° HOOK °° 31/2" \ a j/ \ D 2. FOR STEM WALLS �\ TOP COURSE SEE PLAN 3 Mw. CLR. (SEE DETAIL) GREATER THAN 40" / // PRECAST LINTEL (W/(1) SEE PLAN HIGH- CONSULT ENGINEER „\\\ a'XS'xl6' coNc. CONT. FOR OPENINGS � /\�/. \� K.O.BLocK W/ GREATER THAN W-0". SEE SEE PLAN 4 SEE PLAN 8" - 4,::, , POURED CONIC. t PLANS FOR ADDITIONAL T,E'PIGAL STEMLUALL WALL SECTION i U.N.O. MIN. FRAMF WALL TO C.M.U- 1X6 PT 1 -*5 RFINF. CONT. REQUIRED REINFORCEMENT. PRECAST cONC. WINDOW BUCK SCALE. N.T.S. LINTEL W/ CONTRACTOR TO PROVIDE SOIL TREATMENT T�'PICAL BEARING WALL STEP WALL CONNECTION SCALE: N.T.S. REINFORCING DOCUMENTATION TO INSPECTOR FOR REVIEW. SCALE: N.T.S.ALUMINUM WINDOW TEMPERED(SEE FLOOR PLAN) DOOR TRACK (2) 2"x 12" WOOD HEADER W/ 1/2" PLYWOOD CsLA66 FLITCH PLATE UNLESS NOTED OTHERWISE ON PLAN J lx P.T. BASE NAILER NOTE: (1) ROW 2x BLOCKING FOR U jl 4"x4" INSPEC•rION PORT AT (2) SIMPSON MSTA240 EACH END EACH FILLED CELL TYPICAL SEE SECTION C/S2 WALL HOT..8'-6". (2) ROWS 2x BLOCKING UNLESS NOTED OTHERWISE ON PLAN 4" CONCRETE SLAE3 W/- i 3 FOR ADDITIONAL INFORMATION FOR WALL HOT. > 8'-6". 2 -ROWS 16d NAILS STAGGERED 0 6'X 6' WI.4WL4 WWF SET TRACK IN CAULK BEA. WINDOW 16" 0/C EACH FACE OR 3 -ROWS A FULL BED BASEBOARD— SIMPSON SP4 CONNECTOR 1/2"0 WEDGE TYPE 16d NAILS STAGGERED 0 16" O/C of CAULK PRECAST CONC. SILL SIU. 90' HOOK ANCHOR BOLT @ 24" O.C. FOR 2"x10" OR GREATER HEADER 6x6 W1.4xW1.4 WWF (SEE DETAIL) W/4° MIN. EMBEDMENT ,4. z 6X6 W1.4XW1.4 WWF 16d NAILS -------1---•-- ---.o .L\, . s Z _ 2"x PLATE 16" 0 C TYP \ m - / SEE FLOOR PLAN FOR M ¢ HEADER SIZE _ ............. .......... ..........._............P. .•...,'•�,. ; CLEAN, POISON AND COMPACT SOIL D 6 MIL VAPOR / \' �. • . \/�N L w a p ¢ // •a 'e,. ,.eJ (COMPACTED TO 99% MODIFIED TYP. SECTiON TH :U WINF-) i� BARRIER ��/ D /�\ \� \//\/ \ „ /\//\/ 4 0)CL 2"x4" /�/�\ ' \ PROCTOR ASTM D1557) ° . i / \\/ /\ ° . CRIPPLE ;C� �/� SEE PLAN 6CALE: N.T.S. STUD (1) 2"x4" TRIMMER 3., �� 11 k 0 #5 CONT. ///�\ %\ HIOLTI.TYPICAL 1/2"� KWIK BOLT II FLOORPLANE STUD (TYP.) NOTE: INSET TRACK _ MIN. CLR. // FROM OUTSIDE FACE CLEAN POISONED AND COMP. 8" SEE PLAN g" W/ 6" EMBEDMENT MAY BE FOR COLUMN OF BLOCK #5 REBAR CONT. SOIL. (COMPACTED TO 95% MODIFIED USED IN LIEU OF ANCHOR SIZE 11 S G D SECTION ON 3" CHAIRS TVP. SEE PLAN PROCTOR ASTM D1557 BOLTS. EX -FEND FILLED CELL POST REINFORCEMENT -TO UNLE SPNOiTED OTHERWISE ION PLAN NOT TO SCALE , PAD MAT REINFORCING SEE PLAN CONTRACTOR TO PROVIDE SOIL TREATMENT T,E"F'ICAL INTERIOR 1=3EAi�INC JJ 5 DOCUMENTATION TO INSPECTOR FOR VIEW. SCALE; N.T.S. LINE OF CONT. STEM ALTERNATE MONO -FOOTING oo P.T. BOT. PLATE WALL FOOTING ° . 2 OOFNOR 1/2" MIN. PLYWOOD SHEATHING NAILED SCALE: N.T.5. Nc W/ 8d RINGSHANK NAILS @ 3" 0/C BOUNDARIES, STUD OPTIONS: • 4" 0/C EDGES, AND 6" 0/C FIELD. 2"x 4" SYP 2 SPACED @ 12" O.C. CONT, FOOTING n It 0 NOTCH LINTEL WHERE REQUIRED # p/ 1/2" MIN. PLYWOOD SHEATHING NAILED *UPLIFT CONNECTIONS REQUIRED (1) ROW OF BLOCKING FOR WALL 2"x 6" SYP #2 SPACED @ 16" O.C. STEEL IF�gr FOR CONCRETE PLACEMENT W/ 8d RINSHANK NAILS @ 3" 0/C BOUNDARIES, AT LOAD BEARING WALLS ONLY < W-6" (2) ROWS FOR 2"x 4" SYP #1 SPACED @ 16" O.C. SEE SCHEDULE 3„ 4" 0/C EDGES, AND 6" 0/C FIELD. KNOCK -OUT BLOCK W/ (1) #5 & FND PLAN STUD OPTIONS:A � WALLS > 8'-6" 2"x 4" SYP #2 SPACED @ 12" O.C. (1) ROW OF BLOCKING FOR WALL 2"x 6" SYP #2 SPACED @ 16" 0-C. 8'-6" (2) ROWS FOR 2"x 4" SYP #1 SPACED @ 16" O.C. WALLS > 8'-6" 1 /2"4� WEDGE TYPE OOD 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.T. PLATE 1 t- // D /\ `/\ Ld z G 6 MIL C/ / / / G V J VAPOR \ ° \X, N LOAD £SEARING/EXTERIOR OOD SIDING TO FINISH 6" FOR FOOTING DEPTH MIN. WALL HEADER DETAIL -J 1/2"0 WEDGE TYPE ABOVE FINISHED GRADE OR & REINFORCEMENT SCALE=: N.T.5. ANCHOR BOLT @ 24" O.C. DECOOVERRWREELCE ENT W/5MIN. EMBEDMENT TYPICAL PAp FODTiNG pETAIL FOR STEMWALL FOUNDATION 15 JOB NUMBER: 2012 6X6 W1.4XW1.4 WWF SIMPSON SP4 0 EA. STUD SCALE_: N.T.S. DATE: JUNE 1, 2013 _z 2X P.T. PLATE BLOCK WALL BEYOND DRAWN BY EXPANSION JOINT VARIES a — " cu N z FILLED CELL W/ #5 VERTICAL H.D. RECESS \�/ j/ �j\/ GRADE SCALE: 4" \ \\\/\\i, Q \\//\\// // //< ld d 4) 1/2"0 x 6" "J" BOLTS @24" O.C. OR 6 MIL VAPOR BARRIER /,� / //\\//\/ / N 1/2' X 6" WEDGE TYPE ANCHOR SHEET NUMBER CLEAN POISONED AND COMP.///�// z Iw ¢ ONT. WOOD TRIM � p % \ SOIL. (95% MODIFIED PROCTOR ° \ \ x X \/\\\ . ' \\\ \� \�� a PER ASTM D1557) 3, \ 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. / MIN. CLR. 2"x6" P.T. WOOD JAMB \ 3" /N. LR. 2 VERIFY THAT ALL REINFORCEMENT \//\//\/ SEE PLAN S E PLAN 1. FILL ILL ALL CELLS WHEN #5 REBAR CONT. S41 EE (PLAN 3� SEE FLOOR PLAN FOR A ADDITIONAL HAS INFORMATION. ION CED PROPERLY. \/\\\� / \�j\\�/ \\r ON 3" CHAIR N EIGHTSTEM LA ABOVE GRADIS BETWEEN E. AND 40" NOTE: SEE PLAN FOR GARAGE DOOR SIGN &SEAL ON 3" CHAIRS TYP.1,_4.. 2. FOR STEM WALLS GREATER THAN ENGINEERED WINDSPEED SEE PLAN OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH (2) #5 CONT. 40" HIGH- CONSULT ENGINEER D NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT DOOR AND CONNECTION PER TYPICAL EXTERIOR FRAME LUAU 3 UNLESS NOTED ON FLOOR PLAN. TYFICAL GARAGE DOOR RECESS g GARAGE DOOR MANUFACTURER MONOLITHIC FOOTING 5CAL.E: N.T.S. SCALE: N.T.5. TTF'ICAL EXTERIOR FRAME WALL 12 TYFICAL GARAGE DOOR 1(0 TYPICAL FILLED LINTEL ASSEi�'iBLY STEM WALL FOOTING SCALE: N.T.S. -_ --- _ SGAL.E: N.T.S. TRACK MOUNTING IDETAIL SCALE: N.T.S- F EB i FILLEDSTD. 90' HOOK71 /eRECAST LINTEL CONT. THAN 6'-0" WIDE AND AS NOTED ON PLANS. OPENING FIDN. PLAN FOR LOCATIONA IIIpll-----SEE LOAD £SEARING/EXTERIOR OOD SIDING TO FINISH 6" FOR FOOTING DEPTH MIN. WALL HEADER DETAIL -J 1/2"0 WEDGE TYPE ABOVE FINISHED GRADE OR & REINFORCEMENT SCALE=: N.T.5. ANCHOR BOLT @ 24" O.C. DECOOVERRWREELCE ENT W/5MIN. EMBEDMENT TYPICAL PAp FODTiNG pETAIL FOR STEMWALL FOUNDATION 15 JOB NUMBER: 2012 6X6 W1.4XW1.4 WWF SIMPSON SP4 0 EA. STUD SCALE_: N.T.S. DATE: JUNE 1, 2013 _z 2X P.T. PLATE BLOCK WALL BEYOND DRAWN BY EXPANSION JOINT VARIES a — " cu N z FILLED CELL W/ #5 VERTICAL H.D. RECESS \�/ j/ �j\/ GRADE SCALE: 4" \ \\\/\\i, Q \\//\\// // //< ld d 4) 1/2"0 x 6" "J" BOLTS @24" O.C. OR 6 MIL VAPOR BARRIER /,� / //\\//\/ / N 1/2' X 6" WEDGE TYPE ANCHOR SHEET NUMBER CLEAN POISONED AND COMP.///�// z Iw ¢ ONT. WOOD TRIM � p % \ SOIL. (95% MODIFIED PROCTOR ° \ \ x X \/\\\ . ' \\\ \� \�� a PER ASTM D1557) 3, \ 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. / MIN. CLR. 2"x6" P.T. WOOD JAMB \ 3" /N. LR. 2 VERIFY THAT ALL REINFORCEMENT \//\//\/ SEE PLAN S E PLAN 1. FILL ILL ALL CELLS WHEN #5 REBAR CONT. S41 EE (PLAN 3� SEE FLOOR PLAN FOR A ADDITIONAL HAS INFORMATION. ION CED PROPERLY. \/\\\� / \�j\\�/ \\r ON 3" CHAIR N EIGHTSTEM LA ABOVE GRADIS BETWEEN E. AND 40" NOTE: SEE PLAN FOR GARAGE DOOR SIGN &SEAL ON 3" CHAIRS TYP.1,_4.. 2. FOR STEM WALLS GREATER THAN ENGINEERED WINDSPEED SEE PLAN OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH (2) #5 CONT. 40" HIGH- CONSULT ENGINEER D NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT DOOR AND CONNECTION PER TYPICAL EXTERIOR FRAME LUAU 3 UNLESS NOTED ON FLOOR PLAN. TYFICAL GARAGE DOOR RECESS g GARAGE DOOR MANUFACTURER MONOLITHIC FOOTING 5CAL.E: N.T.S. SCALE: N.T.5. TTF'ICAL EXTERIOR FRAME WALL 12 TYFICAL GARAGE DOOR 1(0 TYPICAL FILLED LINTEL ASSEi�'iBLY STEM WALL FOOTING SCALE: N.T.S. -_ --- _ SGAL.E: N.T.S. TRACK MOUNTING IDETAIL SCALE: N.T.S- F EB i -;a ABLE TRUSS "L" E3RACINCv REQUIREMNT5(13,48ED ON HEIG VERTICAL WEB NO (1) 2"x4" (2) 2"x4" (2) 2"x6" SPACING "L" BRACE "L" BRACE "L" BRACE "L" BRACE 16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 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 - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING SEE STRUCTURAL NOTES AND NAILING 2 x 4 TOP CORD BLOCKING 0 48 O.C. FORp FIRST FOUR ROWS OF TRUSSES 0 EDGES OF 20'-0" MAX 20'-O" MAX SCHEDULE FOR SHEATHING DETAIL SHEATHING TYPICAL. BACK NAIL AND TOE T) NAIL ALTERNATE ENDS W/ (2) 16d NAILS. "X" BRACE SEE DETAIL ONTINUOUS OTTOM CORD BRACING 1"X4" MIN. 2X6 FASCIA Do' TOPCHORD OF GABLE 72�END TRUSS TO RUN 2"x 4" OUTLOOKERS 5PACED ®24" (2 16d TOENAILS O.C. (1) SIMPSON H5 0 EACH INTO EACH LEDGER. OUTLOOKER 2"x 4" LEDGER. (2) 12d TO EACH E 2x4 ON TOP OF PANEL to BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING 0 co 10dx3" 0 4" 0/C 4'-0" O/C MAX FORaco OD SIMPSON META20 OR LTA1 FIRST (4) ROWS OF TRUSSES 1h0 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SPACED 0 24" U.C. SEE DETAILS. BOARD FASTENED WITH 8d COOLER NAILS OR 1 d' ... .... . 10 1/4" LONG DRYWALL SCREWS COMPLYING WITH - t P� ASTM C1002 FOR FIRST 8'-0" FROM END WALL 7 R ❑ ❑ BRACING PLAN 0 4" 0/C TYPICAL 4 GABLE SECTION NOT TO SCALE ©„4, ", PL oRAr Bum �M Tm N ❑ T T ❑ SCALE DKOW OF RE= IS FEWONSKE FOR RE SIRUC1UA 11 r_—L f 1 I I BEARING SIMPSON META20 OR LTA1 2"x 4" TOP CORD BLOCKING 0 48" O.C. FOR BERM FELD Cp�ryS, gOM D ANCY CONT. SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF x MW pRANNIGS, Cpm+ MM K111 M AND SPACED 0 24" O.C. SEE ARCHITECTURAL SCHEDULE FOR SHEATHING DETAIL 1 ORWW GABLE END DETAIL NIL TYPICAL BACK NAIL W/ (2) 1 AND TOE 1HESE SOD AM SMW NAILS. ATl�lldi M PRIM TO - SHEETS FOR ALL 2X6 FASCIA IM OON IT Or CONSPkICTICK GOI IM C10R TO WIFY ALL OS>DIrIIOMB PNOR M START of MY NOT TO ',SCALE INFORMATION REGARDING DOWNSET TOPCHORD OF GABLE 1W S OCRIfrES aw a NOT RESPOII M ra NON—STRUCTURAL ISSUES . END TRUSS RUN 2"x 4" MY offimism 2'-0>, UTLOOKERSTOSPACED 0 24" THE TIM PANS GROUP Is FM PRWO80 CIUMES MMUM ANY FINISHES, TR I M WO R K , 2) 16d TOENAILS O.C. (1) SIMPSON H5 0 EACH INIMUM 2"x4" CROSS TO QM& SIMM BHDMN ON n� PAM ONLY. 1IE 81RUCRRIES aw IS NOT Farammi I TO EACH LEDGER. AX OUTLOOKER BRACING (SEE PLAN FOR ENO I'm VIINXIURAL C MPONAIIS. ETC... SHOWN 0 N THIS FOR LOCATIONS) To the best of the engineers kiludledge, the 2"x 4" LEDGER. (2 12d plana and ;ppcificationr ccinpiy with the SHEET IS F 0 R REFERENCE TO EACH TRUSS B. "L" BRACE TO EXTEND AT LEAST lldn1mun rcchiireuPlits of The L'iorida Building 90% OF WEB LENGTH (SEE TABLE) Code - Residential• CAM XdMOV 2 PURPOSES ONLY. 2 2"x4" DIAG. BR�14 TNG 2) 16d PER JOINT .Ilti the PleMdll $ MAX. $ACED ®48' 0/C.(( 6d I"M MW op"ft4tkWo 008049 NAILS ® EACH END II'' "L" BRACE W/ 10d 0 4" 0/C I I ABLE TRUSS 9 (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING 0 48" O.C. 1 /2" CDX PLYWOOD OR 7/16" OSB I UM MM 4NNA1t®MUO0 "AIII � �1 secuan � ei t� mph aw xc W AND LOCATION) FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. C FROM EA. END TYP, BOTTOM CORD ATW/ (2) 16-d TOENAILS EDGES AND 12" O.C. FIELD ONTINUOUS BOTTOM CORD BRACING 1"x4" MIN. 1tft wIVI Is qd W 0 mO +� t o date TACHED 1 OdX3" 0 3" O/C THROUGH � e � � to � of CHORD INTO 2"x6" P.T. PLATE�� 8 "X" BRACING DETAIL �;: &,*"Wd for to wkwatwal 2x4 "T" ON TOP OF PANEL SIMPSON HGA10 0 36" O.C. N ❑ T T ❑ SCALE 'I' ®r "' 'I'•'f " ePe BLOCKING, FASTEN WITH vfMI ratowwo c"N OW we not ABLE TRUSS 10dx3" 0 4" 0/CTUD WALL (SEE TYP. SEC.) Oft mm SIMPSON SP4 0 EACH STUD REV. DATE & COMMENTS BY 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. TOP PLATE >61Pi FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL S GABLE SECTI❑N NOT TO SCALE PRE-ENGINEERED WOOD TRUSSE AT LEAST ONE TRUSS OVERLAP 2'x L- BRACE (2)2"x 4" DIAGONAL BRACING SPACE ATTACHED UJ/ 16d NAIL5 ATTACHED LU/ (5) ad NAILS Q 4" O/C TYPICAL ONT. BEARING DBL. TOP PLATE SIMPSON HGA10 STUDS 16" O.C. SIMPSON SP4 C-�At5!_E TRU59 WEy! V♦ (TYP.) 0 EACH STUD 9 GABLE END DIAG ATTACHMENT W 2 GABLE END DETAIE — FRAME N❑T To SCALE Q INIMUM (2) 12d PER JOINT _ NOT -r❑ SCALE INIMUM 1"x4" TRUSS BRACING 0 6 RAT—RUN BRACING DETAIL W NOT TO SCALE W❑❑D HEADER AS PER STRUCTURAL PLANS CONTRACTOR TO PROVIDE PRE -C -UT 7/16" WOOD STRUCTURAL, PANELS TO PROTECT WINDOW / DOOR OPENINGS AGAINST 1 S (FASTENER SPACING) "L" BRACE W/ 10d 0 4" O.C. NOTE; TRUSS W B.L BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED. 12 Q 7/16" MIN. (SEE SCHEDULE FOR SIZE 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, �2 2"x� 48JA0%CRAgIING6d N� ELCO 70ORM FEMALE PANElMA1EFACE OF MASONRY OR PANELS TO BE CUT TO PROTECT STOREFRONT WINDOWS :u E' -W I 8 MAX. 7/16' MIN. ND LOCATION) SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. NAILS ® EACH END (TYP) , r�I PATTERN STARTING FROM HIP GIRDER LL 2) L BRACE TO BE FASTENED TO GABLE STUD WITH v! JOB NUMBER: 10dx3" NAILS ® 4" 0/C. I ABLE TRUSS DRAWN BY: RECEIVE 2 1/2" LONG #8 SHEET METAL SCREWS AS PER FBC ATTACH PLYWOOD SCALE: cMEN1IlIouS OR OTHER FINISH SECTION 1606. L4 AND TABLE 1606.1.4. 2x4 PANEL BLOCKING 0 48" O.C. qr 1/2" CDX PLYWOOD OR 7/16" OSB SEE UPLIFT SCHEDULE FOR STRAPPIN S3 PERIMETER, 4" O.C. EDGES FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. AND 6" ❑,C, FIELD, CORNER JACK m z FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD k ANCH. ALTERNATE PROTECTION MAY BE PROVIDED USING SEE TYP, WALL ATTACHED W/ (2) 16-d TOENAILS r HURRICANE SHUTTER SYSTEMS APPROVED FOR USE IN WIND PLA SEC 10dX3" 0 3" O/C THROUGH 20 SCREW W/ BOURNE DEBRIS ZONES AS PER FBC, 2010. :..WASHER CHORD INTO 2"x6" P.T. PLATE 'T. 2x4 ON TOP OF PANEL to BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING 0 co 10dx3" 0 4" 0/C 4'-0" O/C MAX FORaco OD SIMPSON META20 OR LTA1 FIRST (4) ROWS OF TRUSSES 1h0 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SPACED 0 24" U.C. SEE DETAILS. BOARD FASTENED WITH 8d COOLER NAILS OR 1 d' ... .... . 10 1/4" LONG DRYWALL SCREWS COMPLYING WITH - t P� ASTM C1002 FOR FIRST 8'-0" FROM END WALL 7 R ❑ ❑ BRACING PLAN 0 4" 0/C TYPICAL 4 GABLE SECTION NOT TO SCALE ©„4, ", PL oRAr Bum �M Tm N ❑ T T ❑ SCALE DKOW OF RE= IS FEWONSKE FOR RE SIRUC1UA 11 r_—L f 1 I I BEARING SIMPSON META20 OR LTA1 2"x 4" TOP CORD BLOCKING 0 48" O.C. FOR BERM FELD Cp�ryS, gOM D ANCY CONT. SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF x MW pRANNIGS, Cpm+ MM K111 M AND SPACED 0 24" O.C. SEE ARCHITECTURAL SCHEDULE FOR SHEATHING DETAIL 1 ORWW GABLE END DETAIL NIL TYPICAL BACK NAIL W/ (2) 1 AND TOE 1HESE SOD AM SMW NAILS. ATl�lldi M PRIM TO - SHEETS FOR ALL 2X6 FASCIA IM OON IT Or CONSPkICTICK GOI IM C10R TO WIFY ALL OS>DIrIIOMB PNOR M START of MY NOT TO ',SCALE INFORMATION REGARDING DOWNSET TOPCHORD OF GABLE 1W S OCRIfrES aw a NOT RESPOII M ra NON—STRUCTURAL ISSUES . END TRUSS RUN 2"x 4" MY offimism 2'-0>, UTLOOKERSTOSPACED 0 24" THE TIM PANS GROUP Is FM PRWO80 CIUMES MMUM ANY FINISHES, TR I M WO R K , 2) 16d TOENAILS O.C. (1) SIMPSON H5 0 EACH INIMUM 2"x4" CROSS TO QM& SIMM BHDMN ON n� PAM ONLY. 1IE 81RUCRRIES aw IS NOT Farammi I TO EACH LEDGER. AX OUTLOOKER BRACING (SEE PLAN FOR ENO I'm VIINXIURAL C MPONAIIS. ETC... SHOWN 0 N THIS FOR LOCATIONS) To the best of the engineers kiludledge, the 2"x 4" LEDGER. (2 12d plana and ;ppcificationr ccinpiy with the SHEET IS F 0 R REFERENCE TO EACH TRUSS B. "L" BRACE TO EXTEND AT LEAST lldn1mun rcchiireuPlits of The L'iorida Building 90% OF WEB LENGTH (SEE TABLE) Code - Residential• CAM XdMOV 2 PURPOSES ONLY. 2 2"x4" DIAG. BR�14 TNG 2) 16d PER JOINT .Ilti the PleMdll $ MAX. $ACED ®48' 0/C.(( 6d I"M MW op"ft4tkWo 008049 NAILS ® EACH END II'' "L" BRACE W/ 10d 0 4" 0/C I I ABLE TRUSS 9 (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING 0 48" O.C. 1 /2" CDX PLYWOOD OR 7/16" OSB I UM MM 4NNA1t®MUO0 "AIII � �1 secuan � ei t� mph aw xc W AND LOCATION) FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. C FROM EA. END TYP, BOTTOM CORD ATW/ (2) 16-d TOENAILS EDGES AND 12" O.C. FIELD ONTINUOUS BOTTOM CORD BRACING 1"x4" MIN. 1tft wIVI Is qd W 0 mO +� t o date TACHED 1 OdX3" 0 3" O/C THROUGH � e � � to � of CHORD INTO 2"x6" P.T. PLATE�� 8 "X" BRACING DETAIL �;: &,*"Wd for to wkwatwal 2x4 "T" ON TOP OF PANEL SIMPSON HGA10 0 36" O.C. N ❑ T T ❑ SCALE 'I' ®r "' 'I'•'f " ePe BLOCKING, FASTEN WITH vfMI ratowwo c"N OW we not ABLE TRUSS 10dx3" 0 4" 0/CTUD WALL (SEE TYP. SEC.) Oft mm SIMPSON SP4 0 EACH STUD REV. DATE & COMMENTS BY 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. TOP PLATE >61Pi FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL S GABLE SECTI❑N NOT TO SCALE PRE-ENGINEERED WOOD TRUSSE AT LEAST ONE TRUSS OVERLAP 2'x L- BRACE (2)2"x 4" DIAGONAL BRACING SPACE ATTACHED UJ/ 16d NAIL5 ATTACHED LU/ (5) ad NAILS Q 4" O/C TYPICAL ONT. BEARING DBL. TOP PLATE SIMPSON HGA10 STUDS 16" O.C. SIMPSON SP4 C-�At5!_E TRU59 WEy! V♦ (TYP.) 0 EACH STUD 9 GABLE END DIAG ATTACHMENT W 2 GABLE END DETAIE — FRAME N❑T To SCALE Q INIMUM (2) 12d PER JOINT _ NOT -r❑ SCALE INIMUM 1"x4" TRUSS BRACING 0 6 RAT—RUN BRACING DETAIL W NOT TO SCALE W❑❑D HEADER AS PER STRUCTURAL PLANS CONTRACTOR TO PROVIDE PRE -C -UT 7/16" WOOD STRUCTURAL, PANELS TO PROTECT WINDOW / DOOR OPENINGS AGAINST 1 S (FASTENER SPACING) co Ci a C�7 Olt MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED. j -j®v Q 7/16" MIN. 4'-0" < L <- 6'-0" C!] O ELCO 70ORM FEMALE PANElMA1EFACE OF MASONRY OR PANELS TO BE CUT TO PROTECT STOREFRONT WINDOWS :u E' -W I z V d I b 7/16' MIN. SINi ANCHOR W/ 1-s" MIN. EMBEDMENT SEE PLYWOOD WALL r�I PATTERN STARTING FROM HIP GIRDER LL SCHEDULE FOR SPACING SHEATHING WHICH ARE LESS THAN 96" IN WIDTH. PRE -DRILL PANELS TO v! JOB NUMBER: DATE: DRAWN BY: 2x4 ON TOP OF PANEL to BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING 0 co 10dx3" 0 4" 0/C 4'-0" O/C MAX FORaco OD SIMPSON META20 OR LTA1 FIRST (4) ROWS OF TRUSSES 1h0 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SPACED 0 24" U.C. SEE DETAILS. BOARD FASTENED WITH 8d COOLER NAILS OR 1 d' ... .... . 10 1/4" LONG DRYWALL SCREWS COMPLYING WITH - t P� ASTM C1002 FOR FIRST 8'-0" FROM END WALL 7 R ❑ ❑ BRACING PLAN 0 4" 0/C TYPICAL 4 GABLE SECTION NOT TO SCALE ©„4, ", PL oRAr Bum �M Tm N ❑ T T ❑ SCALE DKOW OF RE= IS FEWONSKE FOR RE SIRUC1UA 11 r_—L f 1 I I BEARING SIMPSON META20 OR LTA1 2"x 4" TOP CORD BLOCKING 0 48" O.C. FOR BERM FELD Cp�ryS, gOM D ANCY CONT. SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF x MW pRANNIGS, Cpm+ MM K111 M AND SPACED 0 24" O.C. SEE ARCHITECTURAL SCHEDULE FOR SHEATHING DETAIL 1 ORWW GABLE END DETAIL NIL TYPICAL BACK NAIL W/ (2) 1 AND TOE 1HESE SOD AM SMW NAILS. ATl�lldi M PRIM TO - SHEETS FOR ALL 2X6 FASCIA IM OON IT Or CONSPkICTICK GOI IM C10R TO WIFY ALL OS>DIrIIOMB PNOR M START of MY NOT TO ',SCALE INFORMATION REGARDING DOWNSET TOPCHORD OF GABLE 1W S OCRIfrES aw a NOT RESPOII M ra NON—STRUCTURAL ISSUES . END TRUSS RUN 2"x 4" MY offimism 2'-0>, UTLOOKERSTOSPACED 0 24" THE TIM PANS GROUP Is FM PRWO80 CIUMES MMUM ANY FINISHES, TR I M WO R K , 2) 16d TOENAILS O.C. (1) SIMPSON H5 0 EACH INIMUM 2"x4" CROSS TO QM& SIMM BHDMN ON n� PAM ONLY. 1IE 81RUCRRIES aw IS NOT Farammi I TO EACH LEDGER. AX OUTLOOKER BRACING (SEE PLAN FOR ENO I'm VIINXIURAL C MPONAIIS. ETC... SHOWN 0 N THIS FOR LOCATIONS) To the best of the engineers kiludledge, the 2"x 4" LEDGER. (2 12d plana and ;ppcificationr ccinpiy with the SHEET IS F 0 R REFERENCE TO EACH TRUSS B. "L" BRACE TO EXTEND AT LEAST lldn1mun rcchiireuPlits of The L'iorida Building 90% OF WEB LENGTH (SEE TABLE) Code - Residential• CAM XdMOV 2 PURPOSES ONLY. 2 2"x4" DIAG. BR�14 TNG 2) 16d PER JOINT .Ilti the PleMdll $ MAX. $ACED ®48' 0/C.(( 6d I"M MW op"ft4tkWo 008049 NAILS ® EACH END II'' "L" BRACE W/ 10d 0 4" 0/C I I ABLE TRUSS 9 (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING 0 48" O.C. 1 /2" CDX PLYWOOD OR 7/16" OSB I UM MM 4NNA1t®MUO0 "AIII � �1 secuan � ei t� mph aw xc W AND LOCATION) FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. C FROM EA. END TYP, BOTTOM CORD ATW/ (2) 16-d TOENAILS EDGES AND 12" O.C. FIELD ONTINUOUS BOTTOM CORD BRACING 1"x4" MIN. 1tft wIVI Is qd W 0 mO +� t o date TACHED 1 OdX3" 0 3" O/C THROUGH � e � � to � of CHORD INTO 2"x6" P.T. PLATE�� 8 "X" BRACING DETAIL �;: &,*"Wd for to wkwatwal 2x4 "T" ON TOP OF PANEL SIMPSON HGA10 0 36" O.C. N ❑ T T ❑ SCALE 'I' ®r "' 'I'•'f " ePe BLOCKING, FASTEN WITH vfMI ratowwo c"N OW we not ABLE TRUSS 10dx3" 0 4" 0/CTUD WALL (SEE TYP. SEC.) Oft mm SIMPSON SP4 0 EACH STUD REV. DATE & COMMENTS BY 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. TOP PLATE >61Pi FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL S GABLE SECTI❑N NOT TO SCALE PRE-ENGINEERED WOOD TRUSSE AT LEAST ONE TRUSS OVERLAP 2'x L- BRACE (2)2"x 4" DIAGONAL BRACING SPACE ATTACHED UJ/ 16d NAIL5 ATTACHED LU/ (5) ad NAILS Q 4" O/C TYPICAL ONT. BEARING DBL. TOP PLATE SIMPSON HGA10 STUDS 16" O.C. SIMPSON SP4 C-�At5!_E TRU59 WEy! V♦ (TYP.) 0 EACH STUD 9 GABLE END DIAG ATTACHMENT W 2 GABLE END DETAIE — FRAME N❑T To SCALE Q INIMUM (2) 12d PER JOINT _ NOT -r❑ SCALE INIMUM 1"x4" TRUSS BRACING 0 6 RAT—RUN BRACING DETAIL W NOT TO SCALE W❑❑D HEADER AS PER STRUCTURAL PLANS CONTRACTOR TO PROVIDE PRE -C -UT 7/16" WOOD STRUCTURAL, PANELS TO PROTECT WINDOW / DOOR OPENINGS AGAINST 1 S (FASTENER SPACING) co Ci a C�7 Olt MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED. j -j®v Q 7/16" MIN. 4'-0" < L <- 6'-0" C!] O ELCO 70ORM FEMALE PANElMA1EFACE OF MASONRY OR PANELS TO BE CUT TO PROTECT STOREFRONT WINDOWS :u E' -W I 2x4 ON TOP OF PANEL to BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING 0 co 10dx3" 0 4" 0/C 4'-0" O/C MAX FORaco OD SIMPSON META20 OR LTA1 FIRST (4) ROWS OF TRUSSES 1h0 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SPACED 0 24" U.C. SEE DETAILS. BOARD FASTENED WITH 8d COOLER NAILS OR 1 d' ... .... . 10 1/4" LONG DRYWALL SCREWS COMPLYING WITH - t P� ASTM C1002 FOR FIRST 8'-0" FROM END WALL 7 R ❑ ❑ BRACING PLAN 0 4" 0/C TYPICAL 4 GABLE SECTION NOT TO SCALE ©„4, ", PL oRAr Bum �M Tm N ❑ T T ❑ SCALE DKOW OF RE= IS FEWONSKE FOR RE SIRUC1UA 11 r_—L f 1 I I BEARING SIMPSON META20 OR LTA1 2"x 4" TOP CORD BLOCKING 0 48" O.C. FOR BERM FELD Cp�ryS, gOM D ANCY CONT. SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF x MW pRANNIGS, Cpm+ MM K111 M AND SPACED 0 24" O.C. SEE ARCHITECTURAL SCHEDULE FOR SHEATHING DETAIL 1 ORWW GABLE END DETAIL NIL TYPICAL BACK NAIL W/ (2) 1 AND TOE 1HESE SOD AM SMW NAILS. ATl�lldi M PRIM TO - SHEETS FOR ALL 2X6 FASCIA IM OON IT Or CONSPkICTICK GOI IM C10R TO WIFY ALL OS>DIrIIOMB PNOR M START of MY NOT TO ',SCALE INFORMATION REGARDING DOWNSET TOPCHORD OF GABLE 1W S OCRIfrES aw a NOT RESPOII M ra NON—STRUCTURAL ISSUES . END TRUSS RUN 2"x 4" MY offimism 2'-0>, UTLOOKERSTOSPACED 0 24" THE TIM PANS GROUP Is FM PRWO80 CIUMES MMUM ANY FINISHES, TR I M WO R K , 2) 16d TOENAILS O.C. (1) SIMPSON H5 0 EACH INIMUM 2"x4" CROSS TO QM& SIMM BHDMN ON n� PAM ONLY. 1IE 81RUCRRIES aw IS NOT Farammi I TO EACH LEDGER. AX OUTLOOKER BRACING (SEE PLAN FOR ENO I'm VIINXIURAL C MPONAIIS. ETC... SHOWN 0 N THIS FOR LOCATIONS) To the best of the engineers kiludledge, the 2"x 4" LEDGER. (2 12d plana and ;ppcificationr ccinpiy with the SHEET IS F 0 R REFERENCE TO EACH TRUSS B. "L" BRACE TO EXTEND AT LEAST lldn1mun rcchiireuPlits of The L'iorida Building 90% OF WEB LENGTH (SEE TABLE) Code - Residential• CAM XdMOV 2 PURPOSES ONLY. 2 2"x4" DIAG. BR�14 TNG 2) 16d PER JOINT .Ilti the PleMdll $ MAX. $ACED ®48' 0/C.(( 6d I"M MW op"ft4tkWo 008049 NAILS ® EACH END II'' "L" BRACE W/ 10d 0 4" 0/C I I ABLE TRUSS 9 (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING 0 48" O.C. 1 /2" CDX PLYWOOD OR 7/16" OSB I UM MM 4NNA1t®MUO0 "AIII � �1 secuan � ei t� mph aw xc W AND LOCATION) FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. C FROM EA. END TYP, BOTTOM CORD ATW/ (2) 16-d TOENAILS EDGES AND 12" O.C. FIELD ONTINUOUS BOTTOM CORD BRACING 1"x4" MIN. 1tft wIVI Is qd W 0 mO +� t o date TACHED 1 OdX3" 0 3" O/C THROUGH � e � � to � of CHORD INTO 2"x6" P.T. PLATE�� 8 "X" BRACING DETAIL �;: &,*"Wd for to wkwatwal 2x4 "T" ON TOP OF PANEL SIMPSON HGA10 0 36" O.C. N ❑ T T ❑ SCALE 'I' ®r "' 'I'•'f " ePe BLOCKING, FASTEN WITH vfMI ratowwo c"N OW we not ABLE TRUSS 10dx3" 0 4" 0/CTUD WALL (SEE TYP. SEC.) Oft mm SIMPSON SP4 0 EACH STUD REV. DATE & COMMENTS BY 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. TOP PLATE >61Pi FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL S GABLE SECTI❑N NOT TO SCALE PRE-ENGINEERED WOOD TRUSSE AT LEAST ONE TRUSS OVERLAP 2'x L- BRACE (2)2"x 4" DIAGONAL BRACING SPACE ATTACHED UJ/ 16d NAIL5 ATTACHED LU/ (5) ad NAILS Q 4" O/C TYPICAL ONT. BEARING DBL. TOP PLATE SIMPSON HGA10 STUDS 16" O.C. SIMPSON SP4 C-�At5!_E TRU59 WEy! V♦ (TYP.) 0 EACH STUD 9 GABLE END DIAG ATTACHMENT W 2 GABLE END DETAIE — FRAME N❑T To SCALE Q INIMUM (2) 12d PER JOINT _ NOT -r❑ SCALE INIMUM 1"x4" TRUSS BRACING 0 6 RAT—RUN BRACING DETAIL W NOT TO SCALE W❑❑D HEADER AS PER STRUCTURAL PLANS CONTRACTOR TO PROVIDE PRE -C -UT 7/16" WOOD STRUCTURAL, PANELS TO PROTECT WINDOW / DOOR OPENINGS AGAINST L S (FASTENER SPACING) PLYWOOD PANEL THICKNESS L <= 2'-0" 16" O.C. MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED. 2'-0" < L <- V-0" 16" O.C. 7/16" MIN. 4'-0" < L <- 6'-0" 12" O.C. ELCO 70ORM FEMALE PANElMA1EFACE OF MASONRY OR PANELS TO BE CUT TO PROTECT STOREFRONT WINDOWS 6'-0" < L <- 8'-0" 9" O.C. 7/16' MIN. SINi ANCHOR W/ 1-s" MIN. EMBEDMENT SEE PLYWOOD WALL r�I PATTERN STARTING FROM HIP GIRDER LL SCHEDULE FOR SPACING SHEATHING WHICH ARE LESS THAN 96" IN WIDTH. PRE -DRILL PANELS TO v! JOB NUMBER: DATE: DRAWN BY: RECEIVE 2 1/2" LONG #8 SHEET METAL SCREWS AS PER FBC ATTACH PLYWOOD SCALE: cMEN1IlIouS OR OTHER FINISH SECTION 1606. L4 AND TABLE 1606.1.4. SHEATHING W/ 8d SHEET NUMBER SEE UPLIFT SCHEDULE FOR STRAPPIN S3 PERIMETER, 4" O.C. EDGES ' AND 6" ❑,C, FIELD, CORNER JACK m z GLE P.T. BOTTOM k ANCH. ALTERNATE PROTECTION MAY BE PROVIDED USING SEE TYP, WALL > r HURRICANE SHUTTER SYSTEMS APPROVED FOR USE IN WIND PLA SEC 20 SCREW W/ BOURNE DEBRIS ZONES AS PER FBC, 2010. :..WASHER \PLYWOOD PANE. - SES TIMBER OR SCHEDULE FOR MIN. MASONRY OPENING THICKNESS EDGE OF PLYWOOD PANEL m ® TYPICAL FAR R �u \�ATTACHRNW PLYWOOD PR®'I'cCiPAM SCUM L $GREATER VALUE OF L1 OR L2 . S - FASTENER SPACING L S (FASTENER SPACING) PLYWOOD PANEL THICKNESS L <= 2'-0" 16" O.C. 7/16" MIN. 2'-0" < L <- V-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. PLYWOOD PANEL 2T PR 1) SIMPS ETA12 0 EAC END JACK (TY , ELCO TEXTRON FEMALE UNE OF WALL OPENING 1) SIMPSON ETA20 @ HIP JACK PANELMATE ANCHORS W/ 1-314" MIN. EMBED • NOTES: 1. ALL PANELS SHALLI BE PRE-CUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ' • ❑UBLE TOP PLATE ATE, CTTON DC 0 L i 0 16 MINIMUM PLYWOOD / OSB SHEATHING, ATTACH SINi SHEETS IN STAGGERED r�I PATTERN STARTING FROM LL CORNER OF WALL, v! JOB NUMBER: DATE: DRAWN BY: ATTACH PLYWOOD SCALE: SHEATHING W/ 8d SHEET NUMBER RI_NGSHANK NAILS @ 3" L1. C. S3 PERIMETER, 4" O.C. EDGES AND 6" ❑,C, FIELD, SIGN & SEAL GLE P.T. BOTTOM SEE TYP, WALL F❑R PLA SEC ❑UBLE TOP PLATE ATE, CTTON 0 L i 0 16 MINIMUM PLYWOOD / OSB SHEATHING, ATTACH SHEETS IN STAGGERED r�I PATTERN STARTING FROM LL CORNER OF WALL, v! JOB NUMBER: DATE: DRAWN BY: ATTACH PLYWOOD SCALE: SHEATHING W/ 8d SHEET NUMBER RI_NGSHANK NAILS @ 3" L1. C. S3 PERIMETER, 4" O.C. EDGES AND 6" ❑,C, FIELD, SIGN & SEAL GLE P.T. BOTTOM SEE TYP, WALL F❑R A EXTERNAL PLYWOOD PANEL PROTECTION SMAX SCHEDULE � 3 HTP R❑❑ E FRAMING 10 WALL SHEATHING ATTACHMENT ATTACHMENT. Nis NOT TOSCALE NOT TO SCALE FEB Window and door open�,re(jilire debris impact protection as per ClTahter,16 of'the 1�BC, 2010 Edition. Protection can be E 1 provided through external panels (Shown here), pre-engineered Shutters (by others) or impact rated windows/doors (by others) FIRE RATED SHEATHING (48" BEYOND EACH WALL) 8"X 12" (minimum depth) CIP RAKE BEAM W/ (2) #5 REBAR R30 BATT INSUL-/ CEILING BOARD (1) 2x8 PT LEDGER W/ 2 ROWS OF 1 2"0 THRU- BOLTS FIREWALL CLASSIFICATION (2 HOUR) AT 32" O.C. & STAGGERED MASONRY FIREWALL; UL U901 NON -LOAD BEARING TENANT FIRE WALL 2 SECTION -2 -HOUR RATED SCALE: N.T.S. FIRE RATED SHEATHING 8"X 12" (minimum depth) CIP (48" BEYOND FIREWALL FACE) i\ RAKE BEAM W/ (2) #5 REBAR TRUSS 2'-0" O.C. TYP. R30 BATT INSUL •, CEILING BOARD (1) COURSE OF K.O. BLOCK W/ (1) #5 CONT. FIREWALL CLASSIFICATION (2 HOUR j(1 2x8 PT LEDGER W/ 2 ROWS OF MASONRY FIREWALL; UL U901 232" OR ATC,& STAGGERED r,3�LOAD BEARING TENANT SEPERATION . 4" THICK 2500 PSI CONC. SLAB W/ 6x 6 W1.4W1.4 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 0 - 6" 0/C EDGES AND 12" 0/C FIELD FLOOR SYSTEM I SEE FRAMING PLAN 1\ FOR MORE INFORMATION 1/2" CD GYP. (TYP) 1/2" GAP TYP. 2-2x12 LEDGER W/ 2 ROWS OF -� 5/8" DIA.x6" ANCHOR BOLTS Al 16" O.C. & STAGGERED 5/8-� X G" ANCHOR BOLTS (OR THRU BOLTS) AT 16" O.C. (STAGGER BOLT LOCATION TO AVOID INTERFERENCE FIREWALL CLASSIFICATION (2 HOUR) MASONRY FIREWALL; UL U901 GYPSUM KNEEWALL; UL U308 - (2) COURSES W/ (1) #5 CONT. IN EACH LOAD BEARING TENANT SEPERATION SCALE: N.T.S. 8" C.M.U. MASONRY WALL SEE PLANS FOR REINFORCEMENT LOCATION AND SPECIFICATIONS ELEVATION 0'-0" ASSUMED 8" 7 FINISHED FLOOR CRAnF MIN. SEE PLAN SEE PLAN ALTERNATE WALL SECTION SCALE: N.T.S 12 - PLANS R30 BLOWN INSUL FLAT LIVING CLO. AREAS & R30 BATT INSUL VAULTED CLO, AREAS - 1/2" GYP WB CUSEBCK W/ ( V&LOO 1) #5 CONT. IN EACH 3/4"STRUCTURAL SHEATHING GLUED AND NAILED W/ 8d COMMON 0 -•, 6" 0/C EDGES AND 12" 0/C FIELD FLOOR SYSTEM SEE FRAMING PLAN FOR MORE INFORMATION 1/2" CD GYP. (TYP) 2-2x12 LEDGER W/ 2 ROWS OF 5/8" DIA.x6" ANCHOR BOLTS AT 16" O.C. & STAGGERED �1 GYP. BD. DRYWALL OVER 4" P.T. FURRING STRIPS & - 3/4" RIGID INSULATION (TYP.) CONTRACTOR TO PROVIDE SOIL TREATMENT DOCUMENTATION TO INSPECTOR FOR REVIEW. 4" THICK 3000 PSI CONC. SLAB w/ 6x 6 W1.4W1.4 WWF .006" POLYETHYLENE VAPOR BARRIER UNDER SLAB OVER CLEAN COMPACTED ALL (AS PER CODE REQUIRED) w/ TERMITE TREATMENT 8" CMU BLOCK MASONRY '' 8"X 12" (minimum depth) CIP , d d d .. .. 1/2" GYPSUM DRYWALL 1x4 WD FURRING ADOPTED BY THE LOCAL JURISDICTION. 2x4's @ 16" O.C. FIBERMESH ..i 0 16" 0/C d:° 2"x P. T. LEDGER AS NEEDED Zone 3 1/4" BASEBOARD Ultimate Wind Speed Zone #5 VERT]. IN FILL CELLS TO MATCH CEILING BEARING. SEE NOTED OTHERWISE ON PLANS SEE FOUNDATION PLAN FOR SPACING 6x6 W1.4xW1.4 WWF Wind Area SEE SECTIONS FOR 4"x4" INSPECTION PORT AT OR FIBER MESH 16d NAILS STAGGERED 016" 0/C SQ FT EACH FILL CELL TYPICAL FOR 2"x10" OR GREATER HEADER <10 < ' Z ELEV 0'-0" RISERS CL ° TOP OF SLAB 16d NAILS UA in #5 CONT. , ♦ 6 MIL VISQUEEN CLEAN COMPACTED : d:.'' K.O. BLOCK W1 FILL�jTj-�- - '' SEE PLAN •a•.<. " ' SEE PLAN O O +. `t STD. HOOK (SEE DE .) z FLOOR GIRDER/BEAM : ' ' . ' ' 2 -HOUR FIRE RATED PARTY WALL /7� SCALE: N.T.S s a 4 . d 9 .q ♦ w j 4 '' 8"X 12" (minimum depth) CIP , d d d .. .. 12 MAX < '' ... 'p4 4.d ° a. �. •'. 7.4 .°.° RAKE BEAM W/ (2) #5 REBAR ADOPTED BY THE LOCAL JURISDICTION. 2x4's @ 16" O.C. FIBERMESH ..i . d:° 2"x P. T. LEDGER AS NEEDED Zone Effective Ultimate Wind Speed Zone 4 a TO MATCH CEILING BEARING. SEE NOTED OTHERWISE ON PLANS Q J IL TOP RAILING 2 -ROWS 16d NAILS STAGGERED Wind Area SEE SECTIONS FOR LEDGER SPEC. + Ix- BALUSTERS ® 16d NAILS STAGGERED 016" 0/C SQ FT 4" O.C. MAX. FOR 2"x10" OR GREATER HEADER <10 < ' d (1) COURSE OF GROUTED SOLID RISERS 40.7 ° 8" 16d NAILS 8" #5 CONT. , ♦ ; : d:.'' K.O. BLOCK W1 (1) #5 CONT. 4x4 NEWEL POST •a•.<. " ' BEARING O O +. `t LINO ON PLAN FILLING AND BLOCKING AS 2"xSTUDS TYP. z FLOOR GIRDER/BEAM : ' ' . ' ' NOTE; WHERE ROOF TRUSSES RUN a /1 ° 4J 2"x4"LEDGER BLOCK W/ 16d TYP, PATTERN) INTO CMU UNLESS NOTED OTHERWISE PARALLEL TO PARTY WALL, LEDGER 25.3 STAGGER PATTERN) 3-2x12 STRINGERS LAND. FIN. FL. � SEE PLAN DRAWN BY: CAN CONSIST OF (1) 2"x 4" P.T. W/ 9' -Q WIDE T-0" HEIGHT Q 30.2 16'-0" WIDE T-0" HEIGHT 25.6 28.6 ; .� d °'' ° °<• Y4"O TAPCONS 16" O.C. TO CARRY 27.9 30.5 ZONE 2 27.9 51.1 ZONE 3 27.9 77.0 NOTES: ®' CEILING DIAPHRAGM iN THE CHART ABOVE. - DESIGN PRESSURES ABOVE REPRESENT THE NET PRESSURE (SUM OF EXTERNAL AND INTERNAL PRESSURES) APPLIED NORMAL TO ALL SURFACES. COMPONENT MANUFACTURER SHALL USE THE HIGHER OF THE TWU NUMBERS FUR APPLICABLE SQUARE FOOTAGE. .O s a 4 . d 9 .q ♦ w j 4 ENCLOSED ' , d d d .. .. TOP PLATE ROOF HEIGHT OF 30 FEET AND COMPLIES WITH WIND SPEED MAPS AS ADOPTED BY THE LOCAL JURISDICTION. 2x4's @ 16" O.C. FIBERMESH USED TO DEVELOP WIND PRESSURES. 8'-0" MAX."(SEE PLAN FOR SPACING) 8'-0" MAX 9 PARTY WALL RAKE BEAM NOTE; SEE PLAN SHEETS FOR ALL ____-___=____====__- DIMENSIONAL INFORMATION NUT TO SCALE '-0" MAX CONCRETE ROOF TILES OR SHINGLESOL 2 -STAGGERED ROWS OF 5/8"� X 6" ANCHOR BOLTS (OR EXP. BOLTS) AT 16" O.C. (STAGGER BOLT LOCATION TO AVOID INTERFERENCE W/ FLOOR TRUSSES) NCOURSES OF #5 CONT. K. BLOCK W 1 IN EACH PRE-ENGINEERED WOOD TRUSSES w/2X4 TOP CHORD AT 24" O.C. PEEL ggAND STICK ��R��OOF((ING UNDERLAYMENT (TILE) SHItIGL ROOFGSYSTEtJISHINGL TIE ROOF SYSTEM 7/16" RADIANT BARRIER OSB 17/32" RADIANT OSB SHEATHING SHEATHING FASTENED TO TRUSSES FASTENED TO TRUSSES WITH 8d WITH 8d RINGSHANK NAILS ® RINGSHANK NAILS �0 4"0/C 4"0/C BOUNDARIES, 6" O/C EDGES BOUNDARIES, 6" 0/C EDGES & 8" & 8" O/C FIELD 0/C FIELD SIMPSON META20 U•N.0 TRUSS w METAL PLATE UNDER EACH TRUSS TOP OF LINTEL •: Y ELEV, SEE ARChIITECTURALS . SEE ARCHITECTURALS ' •' FASCIA TYPE NU AND 2' � WASHER TYP. 2-2 X 12 S.Y.P. .a 4 1/4' "- 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 PERrDESIGN CRITERIA. NO SILLS AT WINDOWS FILL TOP BLOCK SOLID w/ CONC. AT WINDOW SILLS 5/8" STUCCO WALL FINISH ASSUMED ELEVAl10 0'-0" d GRADE FINISHED FLOOR D d° A D . ji FINISH GR DE SEE PIAN /�\X/\��/ 12" MIN. A.. MIN. SEE PLAN 4" SEE PLAN TYPICAL 2 -STORY WALL SECTION SCALE: N.T.S STUD OPTIONS: 2"x 4" SYP #2 SPACED ® 12" O.C. 2"x 6" SYP #2 SPACED 0 16" O.C. 2"x 4" SYP #1 SPACED ® 16" O.C. (1) ROW OF 2x BLOCKING 0 MID HT FOR WALL HT S 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HT > 8'-6" R11 INSULATION @ EXT. WALLS SIMPSON SP1 @ EA. STUD 2X P.T. PLATE WD. CAP ENCLOSED DESIGN 3 -SECOND GUST OF 139 MPH (VULT) OR 107.7 MPH (VASD). AS DEFINED 1/2" GYP. W1.4xW1.4 WWF TOP PLATE ROOF HEIGHT OF 30 FEET AND COMPLIES WITH WIND SPEED MAPS AS ADOPTED BY THE LOCAL JURISDICTION. 2x4's @ 16" O.C. FIBERMESH USED TO DEVELOP WIND PRESSURES. SEE PLAN DESIGN WIND PRESSURES ENCLOSED BUILDING BOT. PLATE Zone Effective Ultimate Wind Speed Zone )) PSON MSTA24 U214LESS PLYWD. FLOORING p D D. NOTED OTHERWISE ON PLANS Q J IL TOP RAILING 2 -ROWS 16d NAILS STAGGERED Wind Area 16" 0/C EACH FACE OR 3 -ROWS + Ix- BALUSTERS ® 16d NAILS STAGGERED 016" 0/C SQ FT 4" O.C. MAX. FOR 2"x10" OR GREATER HEADER <10 1x- TREADS & 33.0 <10 RISERS 40.7 8" 16d NAILS 8" #5 CONT. 16" 0/G TYP. 29.1 38.1 DOUBLE 2"X 12" HEADER W/ 1//2" FLITCH PLATE UNLESS NOTED 27.3 4x4 NEWEL POST OTHERWISE ON PLANS DOUBLE 2" x CLEAN, POISON AND COMPACT SOIL g INTERIOR BEARING CRIPPLE STUD I- FLOOR JOISTS (1) 2"x8" P.T. LEDGER W/ "0 LINO ON PLAN FILLING AND BLOCKING AS 2"xSTUDS TYP. z FLOOR GIRDER/BEAM TAPCONS (1.5" EMBED) SPACED REQUIRED FASTENED TO 1" ING a HEADER W/ (2) 16d 0 16" 0/C 2"x4"LEDGER BLOCK W/ 16d TYP, PATTERN) INTO CMU UNLESS NOTED OTHERWISE 3 1 22.7 25.3 "- 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 PERrDESIGN CRITERIA. NO SILLS AT WINDOWS FILL TOP BLOCK SOLID w/ CONC. AT WINDOW SILLS 5/8" STUCCO WALL FINISH ASSUMED ELEVAl10 0'-0" d GRADE FINISHED FLOOR D d° A D . ji FINISH GR DE SEE PIAN /�\X/\��/ 12" MIN. A.. MIN. SEE PLAN 4" SEE PLAN TYPICAL 2 -STORY WALL SECTION SCALE: N.T.S STUD OPTIONS: 2"x 4" SYP #2 SPACED ® 12" O.C. 2"x 6" SYP #2 SPACED 0 16" O.C. 2"x 4" SYP #1 SPACED ® 16" O.C. (1) ROW OF 2x BLOCKING 0 MID HT FOR WALL HT S 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HT > 8'-6" R11 INSULATION @ EXT. WALLS SIMPSON SP1 @ EA. STUD 2X P.T. PLATE WD. CAP ENCLOSED DESIGN 3 -SECOND GUST OF 139 MPH (VULT) OR 107.7 MPH (VASD). AS DEFINED 1/2" GYP. W1.4xW1.4 WWF TOP PLATE ROOF HEIGHT OF 30 FEET AND COMPLIES WITH WIND SPEED MAPS AS ADOPTED BY THE LOCAL JURISDICTION. 2x4's @ 16" O.C. FIBERMESH USED TO DEVELOP WIND PRESSURES. SEE PLAN DESIGN WIND PRESSURES ENCLOSED BUILDING BOT. PLATE Zone Effective Ultimate Wind Speed Zone )) PSON MSTA24 U214LESS PLYWD. FLOORING p D D. NOTED OTHERWISE ON PLANS Q J IL TOP RAILING 2 -ROWS 16d NAILS STAGGERED Wind Area 16" 0/C EACH FACE OR 3 -ROWS + Ix- BALUSTERS ® 16d NAILS STAGGERED 016" 0/C SQ FT 4" O.C. MAX. FOR 2"x10" OR GREATER HEADER <10 1x- TREADS & 33.0 <10 RISERS 40.7 8" 16d NAILS 8" #5 CONT. 16" 0/G TYP. 29.1 38.1 DOUBLE 2"X 12" HEADER W/ 1//2" FLITCH PLATE UNLESS NOTED 27.3 4x4 NEWEL POST OTHERWISE ON PLANS DOUBLE 2" x CLEAN, POISON AND COMPACT SOIL g INTERIOR BEARING CRIPPLE STUD I- FLOOR JOISTS (1) 2"x8" P.T. LEDGER W/ "0 LINO ON PLAN FILLING AND BLOCKING AS 2"xSTUDS TYP. z FLOOR GIRDER/BEAM TAPCONS (1.5" EMBED) SPACED REQUIRED FASTENED TO 1" ING ® 16" O.C. (TWO ROWS STAGGER HEADER W/ (2) 16d 0 16" 0/C 2"x4"LEDGER BLOCK W/ 16d TYP, PATTERN) INTO CMU UNLESS NOTED OTHERWISE NAILS 0 6" U.C. (TWO ROWS 22.7 25.3 STAGGER PATTERN) 3-2x12 STRINGERS LAND. FIN. FL. � SEE PLAN DRAWN BY: L2"x 8" JOISTS ® 16" O.C. W/ v, SIMPSON HUS28 0 EACH END FrO m (2) 2"x8" W/ SIMPSON MTS18 OR 2"x4" P.T. KICK PLATE W/ HUC28-2 0 EACH END, Z rO TAPCONS 0 12" O.C. 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 INTERIOR STAIR NOT TO SCALE 2nd FLOOR WALL BAND JOIST NOTE: EXTEND EXTERIOR 15/32 PLYWOOD OR 7/16 USB 1st FLOOR WALL SHEATHING OVER BAND BEAMS. ATTACH SHEATHING TO EACH BAND BEAM W/8d 0 2" O.C. MAX STAGGERED. SIMPSON MSTA36 STRAP W/ 10-8d NAILS TO STUD & 10-8d TO BAND JOIST 0 EA. S.Y.P. STUD (16" O.C.) OR 0! EVERY OTHER S.P.F. STUD (24 O.C.) SIMPSON & 10-8d 1w onnu jui- v tA. �,.T.r. sluu (T6 U.C,) 2ND FLOOR FRAME CONNECTION 2ND FLOOR FRAME CONNECTION FLOOR BEAM/TRUSS GIRDER) (2) SIMPSON MSTA24 UNLESS NOTED OTHERWISE ON PLANS NOTE: HEADER / POST CALLOUTS ON FLOOR PLANS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. L11::),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. ® WOOD 1ST FLR. SHEAR WALLS ONLY -1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS ® 3" 0/C BOUNDARIES, 6" 0/C EDGES, AND 6" O/C FIELD. 1/2" 0 SIMPSON TITEN HD ANCHOR OR SET EPDXY ANCHOR © 24" O.C. 6" MINIMUM EMBEDMENT AND 2" MINIMUM EDGE DISTANCE SCALE: N.T.S. 1.3'J ENCLOSED DESIGN 3 -SECOND GUST OF 139 MPH (VULT) OR 107.7 MPH (VASD). AS DEFINED x6 W1.4xW1.4 WWF 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. OR FIBERMESH USED TO DEVELOP WIND PRESSURES. WINDOWS, DOORS, COMPONENTS DESIGN WIND PRESSURES ENCLOSED BUILDING DESIGN WIND PRESSURE (PSF) Zone Effective Ultimate Wind Speed Zone Effective \ p D D. 139 MPH 3 -sec. Gust Q J IL Wind Area 5 Wind Area SQ FT + - SQ FT + , <10 30.5 33.0 <10 30.5 40.7 8" SEE PLAN 8" #5 CONT. NOTE: 29.1 38.1 50 27.3 29.8 SEE TYPICAL WALL SECTIONS FOR CLEAN, POISON AND COMPACT SOIL g INTERIOR BEARING ADDITIONAL INFORMATION (COMPACTED TO 957 MODIFIED 100 25.9 PROCTOR ASTM D1557) NOT TO SCALE 25.9 SCALE: N.T.S. 1.3'J ENCLOSED DESIGN 3 -SECOND GUST OF 139 MPH (VULT) 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 Allowable ZONES 1, 2 AND 3. DESIGN HAS UTILIZED A WIND IMPORTANCE 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. ;Ir- , SCALE: N.T.S. )SS/JOIST LXX' C Des'iqn THIS PLAN HAS BEEN DESIGNED TO COMPLY WITH ALL PROVISIONS O.F FBC-2010 INCLUSIVE OF ASCE 7-10 WIND PROVISIONS FOR A NOMINAL DESIGN 3 -SECOND GUST OF 139 MPH (VULT) 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 IMPORTANCE 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. WINDOWS, DOORS, COMPONENTS DESIGN WIND PRESSURES ENCLOSED BUILDING DESIGN WIND PRESSURE (PSF) Zone Effective Ultimate Wind Speed Zone Effective Ultimate Wind Speed 139 MPH 3 -sec. Gust 139 MPH 3 -sec. Gust 4 Wind Area 5 Wind Area SQ FT + - SQ FT + , <10 30.5 33.0 <10 30.5 40.7 W 20 29.1 31.6 20 29.1 38.1 50 27.3 29.8 50 27.3 34.4 100 25.9 28.6 100 25.9 31.6 500 22.725.3 1 500 22.7 25.3 DECEMBER 23, 201.3 DRAWN BY: GARAGE DOOR 9' -Q WIDE T-0" HEIGHT 26.7 30.2 16'-0" WIDE T-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 WINDOW, ALL OR PART, WHICH IS WITHIN 6' OF A CORNER SHALL BE CONSIDERED ZONE 5 PER CHART ABOVE, ALL OTHER WINDOWS ARE CLASSIFIED IN ZONE 4. 2, ROUND AREA DOWN TO THE LARGEST PRESSURE iN THE CHART ABOVE. - DESIGN PRESSURES ABOVE REPRESENT THE NET PRESSURE (SUM OF EXTERNAL AND INTERNAL PRESSURES) APPLIED NORMAL TO ALL SURFACES. COMPONENT MANUFACTURER SHALL USE THE HIGHER OF THE TWU NUMBERS FUR APPLICABLE SQUARE FOOTAGE. N r O N O�F-, N CrJ I O� a ' u7 0 o F, CO k wW W o a P" � U 1 W W W � co Pq Q) O a of �c gQDC_ a�U7 a)CO,CO c� C\2� CO 0 LO rn cc) co jtzCv Zai, P- V1 Fa O F�aL (04 M Q F=, r-+ H P-, W ©THESE DRAWNGS 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 STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE AIN iION OF 'THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO VERIFY AL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. 'iHE STRUCiURES GROUP IS NOT RESPONSIBLE FOR ANY DIMENSIONS. THE STRUCTURES GROUP IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. To the best of the engineer's knowledge, the plans and specifications comply with the u,inimum requirements of The Florida Building 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 sea], REV. DATE & COMMENTS BY SCALE: SHEET NUMBER S4 SIGN & SEAL FEB 1/112014 Z 0 W Z Q 00 Q UL � VJ JOB NUMBER: 2012 DATE: DECEMBER 23, 201.3 DRAWN BY: SCALE: SHEET NUMBER S4 SIGN & SEAL FEB 1/112014 NOTES: 1. APPLY SOLID BEAD OF ROOF MASTIC JUST ABOVE THE ROOF JACK. 2. SLIDE STORM COLLAR DOWN MAKING SURE THE COLLAR IS COMPLETELY SEATED IN MASTIC AND THERE ARE NO VOIDS. 3. MEN O COLLAR IS IN FINAL POSITION APPLY N FINAL BEAD OF MASTIC AROUND TOP OF STORM i0 ASPHALT SEALANT: o ASPHALT SEALANT: COLLAR, STUCCO FINISH o EXTEND MIN. 6 EXTEND MIN. 6" ABOVE 2 2 3 MIN ` ABOVE 2 �" 5" MIN. FLASHING C,M,U. I PIp FLASHING MIN. GALV. MTL. 5X4"7/ FLASHING DIVERTER 5" MIN. q ; o DIVERTER " DCB 10038 OR EQUAL T-, 4° M `? '` '• FLASHING STORM C LAR TOP AND SIDES OF a (SLOPED, w/ DRIP EDGE) 1 1 1 L � 1 1 Q FLASHING °>' �f' '`'t; SHINGLES OR f4 MIN. FLASHING UNDER ROOF. w O rn 3' MIN ® 45 DEGREE ANG. '' '�. CONCRETE TILE R F ogcK PREMANUF X, r+ 2 co �- EXTEND 1 �" MIN. o SOLID ROOF MASTIC ACTURED _ DRYER VENT CAP -- GALV. 'L' FLASHING co 0 � v BEYOND DRIP EDGE r ___ _____ TYPICAL - �; _ _ (SET IN CONT. SEALANT) C9 WALL. ^;;,., ...�..-------- ----------_--- a �, • 2" GAP "' " ROOFING FELT —__---= _____- o �: `� �' � L *NOTE*: __------ DRIP EDGE CAULK BOTTOM :L N -TE— --- ONLY BOTTOM FLANGE BOTTOM OF FLASHING & TWO SIDES STEP I STEP 2 STEP 3 STEP 1 + STEP 2 STEP 3 co pq cd CUT BACK FASCIA DRIP - NAILS EXPOSED OVER ROOFING INSTALL 6 MIN, MOISTOP APPLY SEALANT PER BETWEEN 1-1/2" TO EDGE FASCIA INSTALL 9' MOISTOP INSTALL STUCCO STOP INSTALL 9' MOISTOP INSTALL 6 MIN. MOISTOP W JAMB FLASHING OR J -MOLD HEAD FLASHING JAMB FLASHING DOOR MANUFACTURER HEAD FLASHING O w 2" FIGFASCIA P 4 AND INSTALL DOOR URE 1: FLASHING DRYER VENT M❑ISTOP PRODUCTS BY FORTIFIBER APPLY BUILDING PAPER MOISTOP PRODUCTS BY FORTIFIBER STEP 4 (D C 1 BUILDING PRODUCTS SYSTEMS IN WEATHERBOARD FASHION BUILDING PRODUCTS SYSTEMS APPLY BUILDING PAPER i� 0 1 INSTALLATION 2 FIGURE 2: CORNER DETAIL 3 VENT PIPE PENETRATION(-4--�PENETRATION IN CMU IN WEATHERBOARD FASHION Fir ,t co SCALE: N.T.S. Lo Pq L w c SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. VAPOR BARRIER AT DOORS � VAPOR BARRIER AT SGD �, �� �,� ro SCALE: N.T.S. MN to LO SCALE: N.T.S. rm, co M �) R, �•� ROOF CRICKET: 0 w REFER TO NOTE � d+ ASPHALT BASED I-, � - P, W BELOW/—DO FLASHING MEMBRANE i /-- MIN. 3:12 SLOPE (REQUIRED q , �, �O 7/8" STUCCO SEALANT APPLIED AT ALL LEVEL VALLEY SEALANT 1 BEHIND FLASHING I LOCATIONS) INSULATION PAPER BACKED LATH - - NOT TAPE BOTTOM OF FLASHING TAPE TO " e PLASTER STOP AND EXTENDING A PER PLAN SHEATHING PER SPECS 1 1 /2 GAL WD MEMBRANE TO BUILDING " ! VERTICAL WALL C THESE DRAWINGS ARE 171E PROPERTY OF NICK M. BRADFORD, P.E. MINIMUM OF 6' AT ENTRY OANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. ' SEAL GASKET SCREW 6" OC _ 15# FELT DAM SEALANT z OVE VERTICAL RISE OF 1 NOFE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW LAP 4 OVER FLASHING SILL ° SHINGLES OR vsi FLASHING ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, THE APPROVED FLASHING i CONCRETE TILE AT WALL SHINGLE OR ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL (0.19 x 10" ROLL) PIPE THROUGH WALL ,= '• CONCRETE TILE INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY 1 X 2 WD DAMNO SEALANT C� FLANGE 4" X 5" BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' ATTACH 2x6 SYP#2 "J" CHANNEL STUCCO STOP AT SILL HORIZONTAL R SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND W/ 4-16d NAILS 3/4' CLEARANCE MIN. VULKEM SEALANT ;GALV. FLASHING I THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT BEAD BELOW 1x WD STUCCO, SIDING, BRICK, ETC. I CONT. STO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO A TO EACH STUD CAP SHINGLE 'QUICK FLASH' GASKET DAM & RETURN UP THE COMMENCEMENT OF CONSTRUCTION. ROOF SHINGLES INSTALL PER MFG, CORNERS WEATHER RESISTANT WINDOW ; i 15# FELT r FLASHING CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR WEATHER RESISTANT HOUSE WRAP •' ANY DIMENSIONS. ^ i i BUILDING PAPER 1 /2" GYP. BD. 1 (TYPAR, TYVEK, OR EQUAL) ; THE SiRUCTURES GROUP IS RESPONSIBLE FOR PROPOSED CHANGES ROOF SHEATHING PER SPECS UNDER 'QUICK FLASH'O SHEATHING ' 4" HORIZONTAL I TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES "NOTE: SEAL ALL EXPOSED T ROOF TRUSS OR 2x4 ONLY, THE STRUCTURES GROUP IS NOT RESPONSIBLE NAIL NEADS ® CAP SHINGLES BLOCKING FRAME WALL FLASHING i NOTE: THIS DETAIL IS FOR EXISTING STRUCTURAL COMPONENTS. 9 REQUIRED To the best of the engineer's knowledge, the NOTE: AT ALL VERTICAL WALL plans and specifications comply with the INTERSECTIONS minimum requirements of The Florida Building 5 ROOF TO WALL FLASHING 6 VENT P E N E TR A TI 0 N FOR USE W/WINDOW FRAMES 3" OR LESS WITH ROOF VALLEYS & RO F Code - Residential. (2010 Edition) IN WIDTH, COORDINATE WITH THE WINDOW r CRICKETS. Plans and specifications comply with the Florida MANUFACTURER TO INSURE ADEQUATE CLEARANCE " ......••..••••."•••••••••••••••••••-••-••••••••••••.......•.•..••....•..••.•.•....... building code - RESIDENTIAL, section R301 SCALE: N.T.S. FOR WOOD FRAME FOR USE OF LOCKS AND LIFT RAIL. (2010 edition) SCALE: N.T.S. % WOOD OPENING PAN FLASHING DETAIL AT Plans and specifications comply with the Florida building code, section 1609 for 139 mph wind zone CRICKET WALL INTER . (2010 Edition) LASHING FOR WIND0W SILL(10This drawing is valid for 12 months the after the date It is signed and sealed or until the requirements of SCALE: N.T.S. the 2010 edition of the Florida Building Code Is SCALE: N.T.S. changed. WIDE VINYL CONTROL JOINT BY 4" WIDE VINYL CONTROL JOINT BY This drawing is signed and sealed for the structural D R H O R T O N DEFAULT NOTES Ifho electrical, or mechanical details, if shown, are for portions of the drawing only. Architectural, VINLYCORP (1578-U) OR EQUAL VINLYCORP (1578-U) OR EQUAL visual reference only and are not covered under this seal. BLK WALL TO FRAME WALL MANUF. TRUSS W RIBBON MANUF. TRUSS W RIBBON VERT CONTROL JOINT ® BLK NOTE; THESE STRUCTURAL NOTES ARE TO BE USED AS DEFAULT TYPICAL STRUCTURAL CALLOUTS IF NOTES ARE MISSING HORZ CONTROL JOINT DETAIL BOARD OFFSET W/ BLOCK BOARD OFFSET W/ BLOCK WALL TO FRAME WALL HORZ SPLICE SHOULD NOT BE WITHIN ON THE STRUCTURAL FRAMING PLANS. IN ALL CASES OF CONFLICTING NOTES, THE STRUCTURAL NOTES ON THE FRAMING /16" O.S.B. OR 15/32" OSB /16" O.S.B. OR 15/32" ose TRANSITION DETAIL z'—o' OF VERT CONTROL JOINT /FLOOR PLANS OVERRIDE THE NOTES SHOWN ON THIS SHEET. REV. DATE &COMMENTS BY THER RESISTANT BARRIER WEATHER RESISTANT BARRIER #1 - HOUSE WRAP #1 - HOUSE WRAP 9" BITUMINOUS TAPE FLASHING BITUMINOUS TAPE FLASHING MONOLITHIC FOOTING SCHED STEMWALL FOOTING SCHED. PAD FOOTING SCHEDULE -------WEATHER RESISTANT BARRIER WEATHER RESISTANT BARRIER 16"w x 20"d CONC. MONOLITHIC 24" x 24" x 12" DEEP REINFORCED #2 - PAPER -BACKING OR #2 - PAPER -BACKING OR EQUAL EQUAL FOUNDATION w/ (2) #5 REBAR FOU x 12"d CONC. STEMWALL FOUNDATION w/ (2) #5 REBAR F1 CONC. FOUNDATION PAD CONTINUOUS. EXTERIOR FOUNDATION REINFORCED w/ #5 REBAR SPACED 7/8" STUCCO W/ LATH - 7/8" STUCCO W/ LATH - CFl CF1 CONTINUOUS. EXTERIOR MASONRY ®6" O.C. EACH WAY. LATH TO OVERLAP CONTROL LATH TO OVERLAP CONTROL POURED SOLID W/ GONG. SLAB ON STEMWALL POURED SOLID TO CONC. JOINTS PER MANUF SPECS JOINTS PER MANUF SPECS GRADE, SEE CONSTRUCTION DETAILS SLAB ON GRADE. SEE CONSTRUCTION FOR ADDITIONAL INFO. DETAILS FOR ADDITIONAL INFO. 3 x 30" x 12" DEEP REINFORCED 6" 'TALL VINYL CONTROL JOINT BY 6" TALL VINYL CONTROL JOINT BY GONG. FOUNDATION PAD VINLYCORP (1578-50 UL) OR VINLYCORP (1578-50 UL) OR 16"w x 12"d CONC. MONOLITHIC 16"w x 12"d CONC. MONOLITHIC 80" REINFORCED w/ #5 REBAR SPACED EQUAL EQUAL FOUNDATION w/ (2) #5 REBAR FOUNDATION w/ (2) #5 REBAR ® 6" O.C. EACH WAY. 1/2" STUCCO OVER CMU 1/2" STUCCO OVER CMU APPLY BEAD OF r UNPUNCHED CF2 CONTINUOUS. INTERIOR FOUNDATION CF2 CONTINUOUS. INTERIOR FOUNDATION 36" x 36" x 12" DEEP REINFORCED ELASTOMERIC SEALANT OR E AL CONNECTOR 3 1/2" FELT PAPER BTWN 3 1/2" FELT PAPER BTWN ON CONNECTOR BEFORE POURED SOLID w/ CONC. SLAB ON POURED SOLID w CONC. SLAB ON ASSEMBLYING N FEW / CONC. FOUNDATION PAD BLK & WOOD CONT BLK &WOOD CONT GRADE. SEE CONSTRUCTION DETAILS GRADE. SEE CONSTRUCTION DETAILS F3 REINFORCED w/ #5 REBAR SPACED NOTCH BOTTOM OF VERT CONTROL NOTCH BOTTOM OF VERT CONTROL 3" FOR ADDITIONAL INFO. FOR ADDITIONAL INFO. G 6" O.C. EACH WAY. J JOINT TO SIT FLUSH ON HORZ JOINT TO SIT FLUSH ON HORZ CONTROL JOINT CONTROL JOINT 12"w x 8"d CONC. MONOLITHIC 12"w x 8"d CONC. MONOLITHIC FOUNDATION w/ (1) #5 REBAR FOUNDATION w/ (1) #5 REBAR 48" x 48" CMU CMU x 12" DEEP REINFORCED CF3 CONTINUOUS. EXTERIOR FOUNDATION CF3 CONTINUOUS, EXTERIOR FOUNDATION F4 CONC. FOUNDATION PAD PUNCHED PUNCHED POURED SOLID w/ CONC. SLAB ON POURED SOLID w/ CONC. SLAB ON REINFORCED w/ #5 REBAR SPACED * ALL BUTT JOINTS, INTERSECTIONS & * ALL BUTT JOINTS, LED AT .TIONS & GRADE. SEE CONSTRUCTION DETAILS GRADE. SEE CONSTRUCTION DETAILS 0 6" O.C. EACH WAY, FOR ADDITIONAL INFO, FOR ADDITIONAL INFO ENDS SHALL BE SEALED AT TIME OF ENDS SHALL BE SEALED AT TIME OF INS 54" x 12" DEEP REINFORCED INSTALLATION USING AN ELASTOMERIC INSTALLATION USING AN ELASTOMERIC SEALANT, OR EQUAL 36 36" " x x FOUNDATION PAD BLOCK WALL TO WOOD SEALANT, OR EQUAL 24"w x 12"d CONC. MONOLITHIC 24"w x 12"d GONG. MONOLITHIC F5 REINFORCED w 5 REBAR SPACED a" UNPUNCHED / (3) #5 REBAR FOUNDATION w/ (3) #5 REBAR / # MECHANICAL C 0 N TR 0 L CONNECTOR CF4 CONTINUOOUS. INTERIOR FOUNDATION CF4 CONTINUOUS. INTERIOR FOUNDATION ®6' O.C. EACH WAY. I I 11 FRAME TR A N S I TI 0 NPOURED SOLID w/ CONC. SLAB ON a POURED SOLID w/ GONG. SLAB ON JOINT I N T DETAIL �1 12 GRADE. SEE CONSTRUCTION GRADE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL INFO. DETAILS FOR ADDITiONA_ INFO. SCALE: N.T.S. SCALE: N.T.S. POST SCHEDULE 20"w x 20"d GONG. MONOLITHIC(1) 4"X4" (MINIMUM SIZE) SOLID P.T. WD. POST W/ (1) S FOUNDATION w/ (3) #5 REBAR 24"w x 12"d CONC. STEMWALL SIMPSON CB44 (CONC.) OR (1) SIMPSON ABU44 CONTINUOUS. EXTERIOR FOUNDATION O FOUNDATION w/ (3) #5 REBAR (CONC.) OR (1) SIMPSON HD5B (CONCRETE) OR (1) CF5 CONTINUOUS. EXTERIOR MASONRY SIMPSON CC#4 (INVERTED ON WOOD BEAM - ESOLID w/ CU GRADE., SEE CONSTRUCCTITI SLAB ONON DETAILS STEMWALL POURED SOLID TO CONC. N GRADSLAB ON GRADE. SEE CONSTRUCTION (3) 2"X4" (MINIMUM SIZE) WD. JACK POST w/ (2) 1 1 FOR ADDITIONAL INFO. DETAILS FOR ADDITIONAL INFO. P2 SIMPSON LSTA24 (WD. BEAM) OR (1) SIMPSON HTT4 "��+•ee (MASONRY/ CONCRETE) ® BASE. U.N.O. BLOCK BEARING SOLID. (4) 2'X4' (MINIMUM SIZE) WOOD JACK POST w/ (1) HEADER SCHEDULE P3 SIMPSON NiTS AT BASE. (2) 2"X8" WD. HEADER w/ 1/2" PLY. WD. FLITCH BEAM SCHEDULE 1 ' X O PLATE w/ (1) SIMPSON LSTA24 O EA. END. SUPPORT P4 3 / (1) SIMPSON .I H1 ENDS w/ (3) 2"X4" (MIN. DEPTH) WD. JACK POSTS w/ (2) 2x12 P.T. WOOD BEAM W/ (1) SIMPSON AC4/LCE4 H 52 ® 5 1/4" PARALLAM POST W BASE. FLAP - FLAP I FLAP FLAP SISONRY) OR (1) MPSON w/ (1) SIMPSON (MAB7 (1'''D• POST) OR (1) SIMPSON HUS210-2 (WD. BUCKET) 3 1/2" X 7" PARALLAM POST W/ (1) SIMPSON HTT5 SMP O OR (1 HTT4 ) SIMPSON HUC210-2 (MASONRY BUCKET) OR (1) P5 BASE (2) 2"X12" WD, HEADER w/ 1/2" PLY. WD. FLITCH _0 SIMPSON HD58 (MASONRY BEARING) ®EA. END U.N.O. m SHEATHING SHEATHING SHEATHING SHEATHING PLATE w/ (2) SIMPSON LSTA24 0 EA, END. SUPPORT (3) 2x12 P.T. WOOD BEAM W/ (1) SIMPSON AC6/LCE6 °' o H2 ENDS w/ (3) 2"X4" (MIN. DEPTH) WD. JACK POSTS w/ TJJ B2 (WD. POST) OR (1) SIMPSON HU210-3 MAX (WOOD OR P6 3 1/2" X 7' PARALLAM POST W/ (2) SIMPSON HTT5 SIMPSON w/ (1) SIMPSON H1T4 (MASONRY) OR (2) MASONRY BUCKET) OR (1) SIMPSON HD5B (MASONRY ®BASE 9" SIMPSON LSTA24 WD. BEAM) 0 BASE U.N.O. BEARING) m EA. END U.N.O. / 3 2 1.75 X 11.25 LVL HEADER W/ (3) SIMPSON x 5 1 4 X 5 1 4 PARALLAM POST w O () / (4) 2X4 WOOD W (2) 1-3/4" X 11 Y4 LVL WD. BEAM w/ (1) SIMPSON P7 HTT5 AT BASE " / (2) SIMPSON 4" ¢ H3 MSTA24 QA EA END. SUPPORT ENDS W 1x2 Z / JACK POST W/ (1) SIMPSON HTT5 0 BASE B3 OC44 (WD. POST) OR (1) SIMPSON HGUS410 (WD, s BUCKET) OR (1) SIMPSON MBHA3.56/11.25 (MASONRY 1 / 7" PARALLAM POST / (2) SIMPSON HTT5 CURB H4 (2) 1.75" X 16" LVL HEADER W/ (3) SIMPSON MSTA24 BUCKET) OR (1) SIMPSON HD58 (MASONRY BEARING) P8 ATASE. w 2 ® EA END, SUPPORT ENDS W/ (4) 2"X4" WOOD JACK EA. END U.N.O. POST W/ (1) SIMPSON HT75O BASE HD56 (MASONRY BEARING) OR (1) SIMPSON LGUM410 NOTE; FOR ALL WOOD JACK POST AND SOLID CONVENTIONAL CC) (2) 1-3/4" X it Y�" LVL WD. BEAM w/ (1) SIMPSON JOB NUMBER 2012 B4 (MASONRY BUCKET) OR (1) SIMPSON SIMPSON HGUS41 WOOD POSTS, THE SIZE OF THE POSTS SHOULD BE STEP 1 STEP 2 STEP 3 LINTEL SCHEDULE CL' (WOOD BUCKET) OR (3) SIMPSON LSTA24 (WOOL) POST) INCREASED TO FIT THE WALL (IE ... A P2 WOOD JACK POST IN TEP O 0 EA. END U.N.O. A 6" WALL WOULD CONSIST OF (3) 2'x 6" WOOD JACKS "HOUSE WRAP VENDOR" TO "BY WINDOW COMPANY" "BY WINDOW COMPANY" "BY WINDOW COMPANY" INSTALL 11 8"X8" PRECAST LINTEL GROUTED SOLID w/ (1) # 5 INSTEAD OF THE 2"x 4" WOOD JACKS REFERENCED IN THE CUT CORNERS OF BUILDING INSTALL 9" BITUMINOUS APPLY CONT. BEAD OF 6" JAMB FLASHING (EX: REBAR. INSTALL AS PER CONSTRUCTION DETAILS ON Li DATE: NOVEMBER 13, 2013 (2) 1-3/4" x 16" LVL WD. BEAM w/ (1) SIMPSON NOTE) PAPER ® 45' ANGLE 9" UP FLEXIBLE SILL FLASHING SILICONE CAULK ON BACK FORTiFIBER, MOISTOP, OR THE CONSTRUCTION DETAIL SHEETS. LLI BS HD5B (MASONRY BEARING) OR (1) SIMPSON LGUM410 AND 9" OUT FROM UPPER OVER 1X2 CURB &HOUSE SIDE OF TOP AND SIDE WIN, EQUAL) OVER WIN. FLANGE.8'x16" MASONRY COMPOSITE BEAM GROUTED SOLID w/ ~ O BUCKET) OR (3)E SMASORY IMPSOR ON LSTA24 (WOOD POST) 0 EA. STRUCTURAL NOTE CORNERS. WINDOW COMPANY WRAP (EX: DUPOINT FLANGES. INSTALL WIN. EXTEND 4" ABOVE OPNG. & 8" L2 (1) #5 REBAR IN PRECAST LINTEL AND KNOCK -OUT z END U.N.O. ATTACH WOOD FRAME WALL TO MASONRY w DRAWN BY: TO PROVID 1 FLEXWRAP OR EQUAL) ACCORDING TO MANUF. BELOW. BLOCK COURSE ABOVE. INSTALL AS PER CONSTRUCTION — / %'0 SPECS. DETAILS ON THE CONSTRUCTION DETAIL SHEETS. (2) 1-3/4' X 24" LVL WD. BEAM w EPDXY ANCHOR BOLTS, SPACED ® 24" O.C. 6 / / (1) SIMPSON Ct ( ' 1 FLAP FLAP -86 HD58 (MASONRY BEARING) OR (1) SIMPSON LGUM410 EMBED. SIMPSON SET EPDXY) 7 FLAP 7 8"X 24"-48" DEEP MASONRY COMPOSITE BEAM (MASONRY BUCKET) OR (1) SIMPSON HGUS414 (WOOD SCALE: ZZ - - " - GROUTED SOLID W/ (2) #5 REBAR IN PRECAST LINTEL BUCKET) OR (4) SIMPSON HTS20 (WOOD POST) ® EA. L3 AND ALL KNOCK -OUT COURSES ABOVE. #5 VERTICAL END U.N.O. LEDGER SCEDULE TO WOOD BARS 0 48" O.C. OVERALL DEPTH OF BEAM BASED ON (2) 2" X 12" PRESSURE TREATED WOOD LEGDER W/ 5 SHEET NUMBER TOP OF MASONRY (24" MINIMUM DEPTH % A325 THRU-BOLT SPACED a 24" O.C. (1W0 POWERBOX BEAM WL1 ROWS STAGGER PATTERN)INTO FRAMED WALL BLOCK B*XI6* COMPOSITE BEAM8" 4 3 4 4 3 % 4 4 3 0 4 14 (1) #5 R BSAR N POWERBOX LINTEL A DU KNOCK-IOUT/ BETWEEN STUDS TO EC EVE WOOD FRAMED WALL SOLID WTHRU -BOLTS. LUCKING IN BLOCK COURSE ABOVE, INSTALL AS PER CONSTRUCTION FDETAILS ON THE CONSTRUCTION DETAIL SHEETS. (2) 2' X 8" PRESSURE TREATED WOOD LEGDER W/ S5 POWERBOX B AMKNEE WALL NOTE %w 1 )J"o A325 THRU-BOLTS SPACED O 24" O.C. (TWO 8"X 24"-48" DEEP MASONRY COMPOSITE BEAM ROWS STAGGER PATTERN) INTO FRAMED WALL, BLOCK LS #5 WOOD FRAMED WALL SOLID 2- X 8" BLOCKING IN SIGN &SEAT GROUTED SOLID W/ (2) REBAR IN POWERBOX LINTEL K1 2" X 4" FRAMED KNEEWAU T W/ (1) SIMPSON MTS72 BETWEEN STUDS TO RELIEVE R BOLTS. AND ALL KNOCK -OUT COURSES ABOVE. #5 VERTICAL STRAPPING AT EACH STUD. BARS 0 48" O.C. OVERALL DEPTH OF BEAM BASED ON TOP OF MASONRY (24" MINIMUM DEPTH) LEDGER SCEDULE TO CMU STEP 5 STEP 6 STEP 7 NOTE: ALL PRECAST/POWERBOX UNTELS SHALL JOIST Z RAFTER NOTES (2) 2" X 12" PRESSURE TREATED WOOD LEGDER W/ BE SUPPORTED DURING CONCRETE CURE. BY WINDOW COMPANY" "BY WINDOW COMPANY" "BY WINDOW COMPANY" APPLY %'0 EPDXY ANCHOR BOLTS SPACED 0 24" O.C. (TWO J1 2"x 8" P.T. WOOD JOISTS SPACED O 24" O.C. W/ 1 ROWS STAGGER PATTERN) INTO MASONRY/CONCRETE INSTALL 6" HEAD FLASHING ALLOW BLDG. PAPER FLAP JAMB FLASHING OR WEATHER OVER WIN. FLANGE. EXTEND 'TOFL DRAPE OVER THE HEAD RESISTANT TAPE OVER 45' SIMPSON H10 (WOOD) OR HUC26 (BUCKET) OR META20 WALL. (6" EMBEDMENT IN CONCRETE W/ SIMPSON SET 8" BEYOND OPNG. FLCONCRETE BEAM SCHEDULE (CMU) 0 EACH DEARING END.. EPDXY). FLASHING. ANGLE CUT IN BLDG. PAPER. $"x 16" CONCRETE BEAM W/ (2) #5 REBAR (TOP & 2"x 10" P.T. WOOD JOISTS SPACED QL 24" D.C.w OVERLAP ANGLE CUT BY MIN. cB1 BOTTOM W J2 / (2) 2" X 8" PRESSURE TREATED WOOD LEGDER W OF 2". ) / #3 STIRRUPS SPACED 0 8" O.C. SIMPSON H14 (WOOD) OR HUSC28 (BUCKET) OR O )¢"O EPDXY ANCHOR BOLTS SPACED 0 24" O.C. (TWO HETA20 (CMU) ® EACH BEARING END.. ROWS STAGGER PATTERN INTO MASONRY/CONCRETE 14 VAP 0 R BARRIER A T WIND 0 WS 8'x 24" CONCRETE BEAM W/ (2) #5 REBAR (TOP, 2"x 12" P.T. WOOD JOISTS SPACED O 24" 0 C W/ WALL. (6" EMBEDMENT IN CONCRETE W/ SIMPSON SET CB2 MIDDLE &BOTTOM) W/ #3 STIRRUPS SPACED ®$" O.0 J3 EPDXY). SIMPSON H14 (WOOD) OR HUSC28 (BUCKET) OR1��A7 SC2 J FEBr ) ALE: N. l.S. 8"x 24" CONCRETE BEAM W/ (4) #5 REBAR (2 ROWS) HETA20 (CMU) 0 EACH BEARING END.. LG.UU EB �/ CB3 (TOP & BOTTOM) W/ (2) #5 REBAR (MIDDLE) W/ #3 \ I STIRRUPS SPACED 0 e" O.C. LOWER ROOF/UPPER FLOOR FRAMING PLAN 5CALE: 1/4' - I'-0' 2x BLOCKING W! 2 LAYER5 OF FIRE RATED PLYWOOD 9 EITHER SIDE SCALE: 1/2' = 1'-0' SG # 20132$3 Pfc)ject: Hidden Lake QLIPIQ-X TRISses: R -H, irrin ry I o r ®y TFUSS I.Q. leafing Uplift Stap i`sllarllif. Strap NurrbF ,-I- Gapa-acity Fastening ct = %k+ W 1:11 OU FJ Q0, 4 W G04 L 2847 SIMPSON PA23 1 3685 18-16d R 2847 SIMPSON PA23 1 36$5 18-16d .. ��yy-p�(. � 14 c .......................... MASONRY BEARING SIMPSON META20 1 1450 7-10dx 1 1/2", ": OOD FRAMED 1 O SIMPSON H10A 1 1140 18-1 Od x 1 1/2" BUCKET CONNEC'FIONS SIMPSON HUS26 1 '1550 20-16d MOUNT STRAPS VER11CA1 - POURED RAKE TENANT 5EPARATION SOFFIT WALL HEIGHTS VERIFY ALL 13LARING WALL NEIGNT5 WITH FINAL. TRU55 LAYOUT5 LEllGER 5CEDULE (TO CMU) (2) 2" X 12" PPE59JPE TREATED WOOD LE60ER N "4 EPDXY ANCHOR SOLT5 5PAGED @ 24" O.G. (TWO wLi ROW5 5TAGGER PATTERN) INTO MAONRY/GONGRETE WALL. (6" EMBEDMENT IN GONGRETE YV/ 51MP50N 5ET EPDXY), (2) 2" X 8" PRE55URE TREATED WOOD LEGDER W/ "� EPDXY ANCHOR BOLT5 5PAGED @ 24" O.G. (TWO wL2 ROW5 5TAGGER PATTERN) INTO MASONRY/GONGRETE WALL. (6" EMBEDMENT IN GONGRETE W/ 51MP50N 5ET EPDXY). TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM REOUIREMENTS OF THE FLORIDA BUILDING CODE - RESIDENTIAL SECTION R901(2010 EDITION) PLANS AND SPEC IFIGATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1601 FOR 191 MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 51ONED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 15 CHANGED. TH15 DRAWING IS 51GNED AND SEALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONLY. ARCHITECTURAL, ELECTRICAL, OR MEGHAN16AL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF REGORD 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESS IONAI6 SHOP DRAWINGS, GONTRAGTOR5' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR ANY DIMENSIONS. THE STRUGTURE5 GROUP IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR EXISTING STRUGTURAL COMPONENTS. The Structures Group, Inc. Dr. Nick M. Bradford, P.E. S.E. FL. keg. #52585 CA 8956 1714 N. Armenia Avenue, #B `I'arripa, FL 33607 \w Phone (813)877-3121 Fax (813)875-9320 www.Structures—Group.corn • LOWER ROOF/UPPER FLOOR • FRMING PIAN • e • DWN BY: R.R. CHECKED BY: D.D. ,m, SHEET NUER TRS • OF • rI FEB 13 2( 4 s � v • w I o r ®y r O � U ct = %k+ W 1:11 OU FJ Q0, 4 W +� CQ O C1 W WtoU sit d q Q� 7j • LOWER ROOF/UPPER FLOOR • FRMING PIAN • e • DWN BY: R.R. CHECKED BY: D.D. ,m, SHEET NUER TRS • OF • rI FEB 13 2( 4 s • ct Q� 7j 14 c 1 O �7 0 • LOWER ROOF/UPPER FLOOR • FRMING PIAN • e • DWN BY: R.R. CHECKED BY: D.D. ,m, SHEET NUER TRS • OF • rI FEB 13 2( 4 Ill UPPER ROOF FRAMING PLAN 5GALk: 1/4' : I' -O • m �� - TRISS I.D. Bearing >"I Upp' L. Uplift r€1UUerl LaKe ul.IpiOx Stap Mand. Strap I misses: NI_Irr-ber R-e1irririary Capacity Faste-Nng � (0 v m G04 L 2347 SIiL�lPS5Ni PA23 1 3635 18-16d R 2847 SIfIIPSQN PA23 1 3685 18-16d ALL OTHER TRUSSES ....,.... .................. ..... ................. .............. .............. ......... _ ............. MASONRY BEARING gzi SIMPSON I'y'IETA20 1 1450 7-10dx 1 1/2" VN,OOD FRAMED SIMPSON H10�1 1 1140 '18-1 Od x 1 112'q BUCKET CONNECTIONS SIMPSON HUS26 1 1550 20-16d MOUNT STRAPS VERTICAL ""4 wcl o FP�,� WALL HEIGHT5 VERIFY ALL SEARING WALL HEIGHTS WITH FINAL TRU55 LAYOUTS LEE20ER 5GEDULE (TO GMU) (2) 2" X 12" PRE55URE TREATED WOOD LE6DER W/ "N EPDXY ANCHOR 80LT5 5PAGED @ 24" O.G. (TAO wLl ROA5 5TA66ER PATTERN)INTO MASONRY/GONGRETE WALL. (6" EMBEDMENT IN GONGRETE W/ 51MP50N 5ET EPDXY). (2) 2" X D" PRE55URE TREATED WOOD LE6DER W/ %" � EPDXY ANCHOR BOLT5 5PAGED @ 24" O.G. (TWO wL2 R01,15 5TA60ER PATTERN)INTO MA50NRY/GONGRETE WALL. (6" EMBEDMENT IN GONGRETE W/ 51MP50N 5ET EPDXY). TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND 5PECIFIGATION5 COMPLY WITH THE MINIMUM REQUIREMENT5 OF THE FLORIDA BUILDING CODE - RE5IDENTIAL 5EGTION R301(2010 EDITION) PLANS AND SPEGIFIGATION5 GOMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1601 FOR 151 MPH WIND ZONE (2010 EDITION) TH15 DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 15 CHANGED. TH15 DRAWING 15 SIGNED AND 5EALEI7 FOR THE STRUCTURAL PORTION5 OF THE DRAWING ONLY. ARCHITECTURAL, ELECTRICAL, OR MECHANICAL DETAIL5, IF 5HOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE CONTRAGTOR5 RE5PON51BILI7Y TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD 15 RESPONSIBLE FOR THE 5TRUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DE516N PROFE551ONALV SHOP DRAWINGS, GONTRACTORV BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST 5E BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL DIMEN51ON5 PRIOR TO START OF ANY CONSTRUCTION. THE STRUCTURES GROUP 15 NOT RESPONSI5LE FOR ANY DIMENSIONS. THE STRUCTURES GROUP 15 RESPONSIBLE FOR PROP05ED CHANGES TO ORIGINAL 5TRUGTURE SHOWN ON THESE PAGE5 ONLY. THE STRUCTURES GROUP 15 NOT RE5PONSIELE FOR EXISTING 5TRUGTURAL. GOMPONENT5. The Structures Group, Inc. Dr. Nick M. Bradford, P.E. S.E. FL. Reg. #5258.5 CA 8956 1714 N. Armenia Avenue, #B Tampa, FL 33607 Phone (813)877-3421 Fax (813)875-9320 www.Structures-Group.corn COMP FILE - ISSUED q.3,13 REVISED 2.11.14 ISSUED 02-12-2014 • s • • w I o � (0 v m ,� 40 W 7 .3 � C11 3q ; m ik gzi o � I N F ,A, t j � V n Qd m� I C7 I _ Co � �mn 411 ""4 wcl o FP�,� COMP FILE - ISSUED q.3,13 REVISED 2.11.14 ISSUED 02-12-2014 • s ° UPPER ROOF FRAM1% PLAN ° MDWNBY: p,p. ° SHEET BER TR OF • o • cit A m w I o � (0 v m ,� 40 W 7 .3 � C11 _> 1-1 vi m ik gzi o � I N �7md j � V n Qd m� I C7 I _ Co � �mn za wcl o FP�,� ° UPPER ROOF FRAM1% PLAN ° MDWNBY: p,p. ° SHEET BER TR OF Q� CCj o � I N 07 ° UPPER ROOF FRAM1% PLAN ° MDWNBY: p,p. ° SHEET BER TR OF