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1551, 1555 Petersen Pl
Applicatiorr No: I q - 9 -N5 FEB 2 4 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION /17�p7,// Documented Construction Value: $ Job Address: tE` M1 "=*-Aft- -Iistoric District: Yes ❑ No Parcel ID: l )'—,0C`50 -- P52-2 1' r,(:Cr'-(n��SO Zoninb: Description of Work: 3FV . Plan Review Contact Person: _ 15iY2 �CV1W)"_ Title: - —A-` V4ULE-t' (�-.��!(.11fiG���`/ Phone: WT ( _6V5_0- l,l`('CO +ax: 7M-Q-CP3_U �r� E-mail: I(1C� 1z��1ti'V�C�v�c�Vl , CE^>r�l Property Owner Information [carne Phone: Street:Q2h ill 1 ��1'l�V(;t '�-�-� Resident of property?-�) City, State Zip: C11V"tVd_G �1 Contractor Information I�fanre �`i/1 �I�t llmt 1 �� 1- )V�C1��, �V�L Phone: >'��X� Street:C oc) Fax: City, State Zip: (C_)►/j/ilry f 1 � (�r��_ State JLicense leo.: Arch itectlEngineer Information 1�ame: �t,�� _ �1r:1V1.IG�Ippf Phone: Street: V7 -n". V� . VV ILVXi I, G"M !� -, w ko L Fax: City, St, Zip: �� lhY (, E-mail: Bonding Company: ) _ 1Vlortgage Lender: �fI A, Address: Building Permit ❑ Address: PERMIT INFORMATION Square Footage: CIRU Construction Type: VL JC A leo. of Stories: <� No. of Dwelling Units: —2 Flood Zone: Electrical ❑ New Service -Ido. of AMPS::JO-) Mechanical El (Duct layout required for new systems) S 3 L) Iso Plumbing ❑ New Construction -No. of fixtures: � � Fire Sprinkler/Alarm ❑ No. of heads: v ,ter. Application No: 19 ci FEB 2 4 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $�� F -- Job Address:?`P V7 dl !: ti Historic District: Yes ❑ No Parcel ID: 1k`'',PCr-�0- r521— Zoning: Description of Work: V(�X 7)F -- Plan Review Contact Person: T- iw I��mo ll�f k Phone: R.� `7`�'l .l%'i,l` c-( Fax: `� -ct 1�� i 7 E-mail:�b�d>i1��1(� (t )�fVto-ho-yI .—ccgvi Property Owner Information Name �sV 00VAO1/1 �V1n, Phone: Street: (agco u�Resident of }property? City, State Contractor Information Name.1.'_ (1f')� ��)t��111 Phone: Street: tU t'�: 'iSCfi �?�� {(%� �� �t�� Fax: �`�✓��L )" t�� City State Zip: '1/ tl( E �) .I i�1 i� State License No. Architect/Engineer Information Name: Street: City, St, Zip: t9, t1GCt Phoue:ME` —I t1C}`��-' ; he Reserve at i'dden Lakd ABBREVIATIONS: ADJ. ADJU5TABLE DW. D15HWA5HER H.B. 1105E BIBB REGP. RECEPTACLE AIG AIR CONDITIONING DWR DRAWER HR, HOUR REF. REFERENCE ALT. ALTERNATE DWG. DRAWING HYD. HYDRANT REINF. REINFORCE (D) (ING) A.B. ANCHOR BOLT DIV. DIV15ION IN. INCH R.A. RETURN AIR ABV. ABOVE ON, DOWN INCL. INCLUDE (ED) (ING) R6 ROD AND SHELF A.F.F. ABOVE FIN1511FU FLOOR 05. DOWNSPOUT INSUL. INSULATE RM, ROOM ARCH, ARCHITECTURAL ELEG. ELECTRICAL INT, INTERIOR R.O. ROUGH OPENING AUTO. AUTOMATIG EA. EACH KIT, KITCHEN 5GH. SCHEDULE A5PH. ASPHALT EQ. EQUAL LAM. LAMINATE 5HT. SHEET BM. BEAM EQUIP. EQUIPMENT LAV. LAVATORY SIM. 51MILAR BRC. BEARING EXH. EXHAUST LAUN. LAUNDRY 5.6. SOLID GORE BET. BETWEEN EXIST. EXISTING LVR. LOUVER SGL, SINGLE B.L. BUILDING LINE EXT. EXTERIOR LTG. LIGHTING SPEC. SPECIFICATION BILK. BLOCK FIN. FIN1511 LT. LIGHT 50. SQUARE BLKG, BLOGKING F.G. FIXED GLA55 M.D. MACHINE BOLT 5TD. STANDARD BD. BOARD FLR FLOOR MFR. MANUFACTURE (R) 51L. STEEL BOT. BOTTOM F.D. FLOOR DRAIN MA5. MASONRY STOR. STORAGE BLDG. BUILDING F.B. FLOOR BREAK M.O. MASONRY OPENING 5TRUGGr. STRUCTURAL GAB. CABINET FLUOR. FLUORESCENT MAIL, MATERIAL SIM. 51MILAR CPT. CARPET FT. FOOT MAX. MAXIMUM SYS. SYSTEM GLC. CEILING FTG. FOOTING MEGH. MECHANIC (AL) 5HT6. SHEATHING GLC. HT. GEILING HEIGHT FND. FOUNDATION MED. MEDIUM TEL, TELEPHONE GEM. GEMENT FURR. FURRED (ING) MEMB. MEMBRANE T.V. TEL EV15ION GTR. CENTER FUT. FUTURE MTL. METAL TEMP. TEMPERED G.T. CERAMIC TILE FR. FRENCH MIR. MIRROR THREES. THRESHOLD GLR. CLEAR (ANGE) F.A.U. FORGED AIR UNIT MISC. MI5GELLANEO'U5 Tib TONGUE AND GROOVE CLO. GL05ET F.O.5. FACE OF STUD MIN. MINIMUM T3P LINE TEMP i PRE55URE LINE COL. COLUMN F.G. FIXED 6LA55 MLD. MOLDING T.O.5. TOP OF SLAB GONG, CONCRETE 05T -IN-PLACE) F.5. FREE STANDING N:ra NOT TO SCALE T.O,P. TOP OF PLATE COMB. COMBUSTION F.J. FLOOR J015T OFF. OFFICE TYR TYPIGAL GMU GONGRETE MASONRY UNIT G.A. GAUGE O.G. ON CENTER T.BM. TOP OF BEAM GON5. CONSTRUCTION GALV. GALVANIZED O.H.G. OVER HEAD CABINET TPL, TOP PLATE CONT. CONTINUOUS OR CONTINUE G.G. GENERAL CONTRACTOR O.H.D. OVER HEAD DOOR U.O.N. UNLESS OTHERWISE NOTED GJ. CONTROL JOINT GL. GLASS, GLAZING OPG. OPENING VEST. VESTIBULE CRR, CORRIDOR GL. BLK. 6LA55 BLOCK OPT. OPTION, OPTIONAL V.G.T. VINYL COMPOSITION TILE G.W. GOLD WATER W. BD. GYPSUM BOARD 0135. OBSCURE V.I.F. VERIFY IN FIELD GER. CERAMIC Grp. GYPSUM PNL. PANEL V.T.R. VENT THROUGH ROOF GIR. GIRGLE G.I. GALVANIZED IRON P,BD. PARTICLE BOARD W.G. WATER CLOSET GLKG CAULKING GWB. GYPSUM BOARD PL. PLATE WP. WATER PROOFING G.J. GEILING J015T HUN, HARDWARE PLMB. PLUMBING H/ WITH DET, DETAIL HDR. HEADER PLWD. PLYWOOD WIN. WINDOW DIAL. DIAGONAL 11.0.6, HEATINGNENTING/ PVG. POLYVINYL CHLORIDE H/o WITHOUT DIA. DIAMETER AIR CONDITIONING P.5.F. POUNDS PER 5QUARE FOOT NO. WOOD DIF. DIFFUSER HT. (IGT.) HEIGHT P.5.I. POUND5 PER SGUARE INCH HID WA5HER AND DRYER DIM. DIMENSION H.G. HOLLOW GORE P.L. PROPERTY LINE W.I. WROUGHT IRON 0I5F. DISPENSER H.M. HOLLOW METAL PR. PAIR W.H. WATER HEATER DR. DOOR HORIZ. HORIZONTAL RAD. RADIUS W.R.6.13. WATER RESISTANT GYPSUM BOARD '2 -PLEXI LOT 17-18 ELEVATION - "MEDITERRANEAN" AREA CALCULATIONS PER UNIT UPPER FLOOR LIVING AREA 961 5.F. MAIN FLOOR LIVING AREA 101 S.F. TOTAL LIVING AREA 1,666 5.F. PORCH 26 5,F, COVERED PATIO 29 5.F. GARAGE 213 5F. TOTAL UNDER ROOF PERMIT 11 `L-�zjf /(/— ��/ I. IT 15 THE RESPONSIBILITY OF THE DR HORTON (DRH) CONTRACTORS TO REVIEW THESE PLANS AND CONTACT DRH WITH ANY CONFLICTS PRIOR TO THE BEGINNING ANY WORK, 2. DO NOT SCALE THESE DRAWINGS, CONTACT DRFI CONSTRUCTION MANAGER WITH ANY CONFLICTS IN THE PLANS PRIOR TO BEGINNING- ANY EGINNINGANY WORK. 3. IT 15 THE INTENT THAT THESE DRAWIN65 BE IN CONFORMANCE WITH THE 2010 FLORIDA RESIDENTIAL CODE 8301, 200b NEG AND ALL APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAW5, RE6ULATION5 AND RESTRICTIVE GOVENANT5 GOVERNING THE SITE OF WORK. 4.5EE DRH FOR SGOPE OF WORK AND OR 5PEGIFIGATION5 FOR ADDITIONAL INFORMATION. 5. SEE SHEET 5-1 FOR GENERAL STRUCTURAL NOTES. 6. ALL DIMEN51ON5 ARE FROM FACE OF -I%" BLOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD U.N.O. T ALL INTERIOR WALLS ARE 3V2" U.N.O. 8. AIR CONDENSER GONG. SLAB TO BE 4" THICK MINIMUM, WHEN PAD 15 NEXT TO LANAI, IT SHOULD BE SAME LEVEL A5 LANAI. q. ALL WALL CHASES TO BE GAPPED WITH 0513 BOARD AT WALL HEIGHT. 10. DRAFT5TOP 511ALL BE INSTALLED IN FLOOR TRU55 WEB5 EVERY 1,000 50. FT, 11. SEE 5TRUGTURAL 5HEET 5-5 FOR WATER INTRU510N APPLICATIONS. 12. DRYER VENTED TO EXTERIOR THROUGH ROOF OR THROUGH WALL. 13. WALL SEPARATION BETWEEN GARAGE AND RE51DENGF AND ATTIC SPACE TO BE 1/2" GYPSUM BOARD APPLIED TO GARAGE WALL AND GEILING e � SHEET INDEX - 2 STORY PLAN DATA • il DWN BY: R.R. ` • CHECKED BY: D.D. • • SHEET NUMBER ` CS s OF s s IF �o �a a i ow ? 5 CAm. • Ems—+ Q � .�-� � Pte, s � `C: w E e � SHEET INDEX - 2 STORY PLAN DATA • il DWN BY: R.R. ` • CHECKED BY: D.D. • • SHEET NUMBER ` CS s OF s • 9 e � rj �o �a a ow ? • Ems—+ Q � .�-� � Pte, e � SHEET INDEX - 2 STORY PLAN DATA • il DWN BY: R.R. ` • CHECKED BY: D.D. • • SHEET NUMBER ` CS s OF s QJ C� � o s � e � SHEET INDEX - 2 STORY PLAN DATA • il DWN BY: R.R. ` • CHECKED BY: D.D. • • SHEET NUMBER ` CS s OF s I CONC. PATIO 42'•0' II' -2' 19'-2' 2' 8' 3'-8' ,, 2'-8' ,. I'-1' 1 ccl-� Cf 3 9'-2' CONC. PATIO WIIIIIIIIIII11W INDICATE5 I -'5 VERT. REBAR IN MA50NRY CELL FILLED 5OLID W/ 3'-8' 211 1'-1' CONCRETE, VERT, REINF. SHALL BE HOOKED INTO BEAM ABOVE FTG. BELOW PROVIDE 25' MIN, CF5 LAP WHERE 5PLICED AND WIRE TOGETHER 1'-6' LI' -0' L 8'-0' 1,1'•0' I, 1'-6' I,8' L 44' I. 1'-4' I. 24' I. 24' 1. 1'-4' FOUNDATION PLAN sal, 1'-6' 1,11.01 1, V-0' CF5 SLAB LEGE I D — — DENOTES REGE55 ON 5LAB ■®_ _-1■ ■ ■ ■ ------- - - ■ e I� o X' '�, DENOTE5 5TEP DOWN AND MEASUREMENT IN SIDn SLAB ■ DENOTES ONE #5 VERT. REBAR GELL FILLED O SOLID FROM FTG. TO TIE BEAM CC) DENOTES TWO #5 VERT. REBAR GELL FILLED GFS 50LID FROM FTG, TO TIE BEAM vi DENOTES ONE #5 VERT. REBAR GELL FILLED w 4-0 m NDICATE5 OPENING 12"w x 8"d CONC. MONOLITHIC FOUNDATION w/ «.? (1)15 REBAR CONTINUOUS. EXTERIOR GFS FOUNDATION POURED SOLID w/ CONC. 51-45 =:: ,K IN WALL ABOVE - cot) �x"wz a,p FOR ADDITIONAL INFO. d o 24'w x 12"d CONC. MONOLITHIC FOUNDATION GF4 w/ (3) #5 REBAR CONTINUOUS. INTERIOR rOUNDATION FOURED SOLID w/ CONC. 51LAB ■ I I I/2" REGE55 FOR — — — — — — — — — — — — — 1-1/2' D RECE 5 FOR I ■ FOR ADDITIONAL. INFO. 20"w x 20"d CONC. MONOLITHIC FOUNDATION w/ (3) 15 REBAR CONTINUOUS. EXTERIOR c' FOUNDATION POURED SOLID w/ CONC. SLAB • I��"11 SLIDING GLA55 DOOR I SLIDING GLA55 DOOR FOR ADDITIONAL. INFO. CF5 I CP5 A/C CONDEN5ER PAD I I 1 VERIFY 517E 4 LOCATION I 1 TA IN FIELD. VERIFY I I 1 I- CONDEN5ER TO PAD CONNECTION WITH MANUF. ® i I I I ■ I INDICATE5 OPENING I I IN WALL ABOVE I I a L I TO CHASE BELOW CABINET I I TO CHA5E BELOW CABINET CF5 I— I CF5 b 1 CABINET FACE I ■ I � !� I I I CABINET FACE I � I ZIA 1Q17� ■ - I 2X4 PLUMB WALL ....-t 2X4 PLUMB WALL ... ::...:.:.....t..:. I I ■ LSI AV I I I PA /5' `r I ■ 1 I I (f:2 Zia _I 24 PLUMB WALL - I I I 1 24 PLUMB WALL _ ■ _ I 2X8 FLUID WALL FOR WA51E LINEI I 2X8 FLUID WALL FOR 1WA5TE LING WIC I I--------- I /C =rt i L ------I i - - - ml.. _ 6' 4' ■ I I I I I I, I I I 1 I I ■ - a I cF2 I I � I CF2 I I I I 1 L - ■ � 4'-6' 4'-2" I I I 4'-2' 4'-6' I � c°-� I ■ _- ELEVATION AT 0'-0' (A55UMED) 4' THICK, 2500 P.5.1. CONCRETE I 5LAB ON GRADE W/ 6x6WELE)ED CFS} �4- WIFE ME51-1 OR ER ME5D OVER 6 NIL VAPOR ■ I I I BARRIER ON CLEAN, WELL - COMPACTED, GRANULAR FILL. rI � cf 5 Im ---------L -------- 1 n � - r I I I 'ILII}-�, I v w hu L�LILLI � ■ ■ F.-_. �.....� ■ III II}I ...JJJ ■---------- -- ■ ■ Z ■ I r 1 ■ - 8' II' -8' 8' 5'-2' 2'•10' 2'-10' 5'•2' 8' II' -8' 8' lit 3l4'D RECE55 FOR GARA(SE DOOR 1 v' "' 3/41D RGCESS FOR I GARAGE DOOR ■ ♦ _..�. . ............. ............. .................... _- ._.�.:_� ♦ ■ ■ CFI �C; I ° - _...... - -. ...... . ■ ■ ♦ _.._.._.. �..._._ .._ .. -._.._ ♦ ■ 1'-6' LI' -0' L 8'-0' 1,1'•0' I, 1'-6' I,8' L 44' I. 1'-4' I. 24' I. 24' 1. 1'-4' FOUNDATION PLAN sal, 1'-6' 1,11.01 1, V-0' CF5 SLAB LEGE I D — — DENOTES REGE55 ON 5LAB W I DENOTES OPENING IN WALL ABOVE X' '�, DENOTE5 5TEP DOWN AND MEASUREMENT IN SIDn SLAB ■ DENOTES ONE #5 VERT. REBAR GELL FILLED O SOLID FROM FTG. TO TIE BEAM CC) DENOTES TWO #5 VERT. REBAR GELL FILLED GFS 50LID FROM FTG, TO TIE BEAM vi DENOTES ONE #5 VERT. REBAR GELL FILLED w SOLID ® GOLUMN BASE / LOW WALL TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPEGIFIGATIONS GOMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING GODS - RESIDENTIAL 5EGTION R501(2010 EDITION) PLANS AND SPEGIFIGATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 160q FOR 13'T MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 \/ALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE IS CHANGED. TH15 DRAWING 15 5IGNEO AND 5EALI=D FOR THE STRUCTURAL 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 RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE GONSTRUGTION BEGINS. THE ENGINEER OF REGORD 15 RESPONSIBLE FOR THE 5TRUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DE5I6N PROFESSIONALS' SHOP DRAWINGS, GONTRAGTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF REGORD PRIOR TO THE GOMMENGEMENT OF GON5TRUCTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GONSTRUGTION. THE STRUGTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE STRUGTURES GROUP 15 RESPONSIBLE FOR PROPOSED GHANGES TO ORIGINAL 5TRUGTURE SHOWN ON THESE PAGES ONLY. THE STRUGTURES GROUP IS NOT RESPONSIBLE FOR EXISTING 5TRUGTURAL GOMPONENTS. The Structures Group, Inc. Dr. Nick M. Bradford, P.E. S.E. FL. Reg. #52585 CA 8956 1711 N. Armenia Avenue, #f3 'Pa:rripa'FL 33607 Phone (813)877-3421 Fax (813)875-9320 www.Structures-Group.corn q 16""A x 20"d GONG. MONOLITHIC FOUNDATION W I Al (2) #5 REDAR GONTINUOU5, EXTERIOR GFI FOUNDATION POURED JOLID Al GONG. SLAB SIDn ON GRADE. 5EE CONSTRUCTION DETAIL.5 FOR ADDITIONAL INF=O. O I6'w x 12"d CONC. MONOLITHIC FOUNDATION CC) w/ (2) S REBAR CONTINUOUS. INTERIOR GFS FOUNDATION POURED SOLID w/ CONC. SLAB vi ON GRADE. SLE CONSTRUCTION DETAILS w FOR ADDITIONAL. INFO, 12"w x 8"d CONC. MONOLITHIC FOUNDATION w/ «.? (1)15 REBAR CONTINUOUS. EXTERIOR GFS FOUNDATION POURED SOLID w/ CONC. 51-45 N P7 ON GRADE. SEE CONSTRUCTION DETAIL5 cot) �x"wz a,p FOR ADDITIONAL INFO. d o 24'w x 12"d CONC. MONOLITHIC FOUNDATION GF4 w/ (3) #5 REBAR CONTINUOUS. INTERIOR rOUNDATION FOURED SOLID w/ CONC. 51LAB ON GRADE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL. INFO. 20"w x 20"d CONC. MONOLITHIC FOUNDATION w/ (3) 15 REBAR CONTINUOUS. EXTERIOR c' FOUNDATION POURED SOLID w/ CONC. SLAB • I��"11 ON GRADE. SEE CONSTRUCTION DETAIL5 0 s FOR ADDITIONAL. INFO. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPEGIFIGATIONS GOMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING GODS - RESIDENTIAL 5EGTION R501(2010 EDITION) PLANS AND SPEGIFIGATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 160q FOR 13'T MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 \/ALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE IS CHANGED. TH15 DRAWING 15 5IGNEO AND 5EALI=D FOR THE STRUCTURAL 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 RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE GONSTRUGTION BEGINS. THE ENGINEER OF REGORD 15 RESPONSIBLE FOR THE 5TRUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DE5I6N PROFESSIONALS' SHOP DRAWINGS, GONTRAGTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF REGORD PRIOR TO THE GOMMENGEMENT OF GON5TRUCTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GONSTRUGTION. THE STRUGTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE STRUGTURES GROUP 15 RESPONSIBLE FOR PROPOSED GHANGES TO ORIGINAL 5TRUGTURE SHOWN ON THESE PAGES ONLY. THE STRUGTURES GROUP IS NOT RESPONSIBLE FOR EXISTING 5TRUGTURAL GOMPONENTS. The Structures Group, Inc. Dr. Nick M. Bradford, P.E. S.E. FL. Reg. #52585 CA 8956 1711 N. Armenia Avenue, #f3 'Pa:rripa'FL 33607 Phone (813)877-3421 Fax (813)875-9320 www.Structures-Group.corn • • COMP FILE - ISSUED 9,3,13 REVISED 2.11.14 ISSUED 02-12-2014 q W I >.z._ Gh SIDn O CC) w� vi w «.? A N P7 cot) �x"wz a,p d o • • COMP FILE - ISSUED 9,3,13 REVISED 2.11.14 ISSUED 02-12-2014 • FOUNDATION PIAN • FOUNDATION DETAILS s • IN DWN 8 : R.R. • • CHECKE Y: D.D. SHEE NUMBER • A .0 • of- FED F FED l "U01a q W I ry SIDn O CC) w� vi w W Q '2 A N P7 cot) �x"wz a,p d o • FOUNDATION PIAN • FOUNDATION DETAILS s • IN DWN 8 : R.R. • • CHECKE Y: D.D. SHEE NUMBER • A .0 • of- FED F FED l "U01a • s � CC) c • I��"11 0 s • FOUNDATION PIAN • FOUNDATION DETAILS s • IN DWN 8 : R.R. • • CHECKE Y: D.D. SHEE NUMBER • A .0 • of- FED F FED l "U01a 6H -F A/C CONDENSER PAD VERIFY 517E 4 LOCATION IN FIELD, VERIFY CONDENSER TO PAD CONNECTION WITH MANUR bi iL� 6H -}- Q91.m, MAIN FLOOR PLAN SCALE: 114' =1'-0' _+�s A/C CONDENSER PAD VERIFY 517E 4 LOCATION IN FIELD, VERIFY CONDENSER TO PAD CONNECTION WITH MANUR �_o �E + F6 a w Im ,t m SHEAR CALCULATIONS II' -2' 11'-0" HT. CMU WALL. NOTE: ALL CMU MASONRY WALLS DESIGNED 19'•8' II'•2' 5'•1' 5'-1' EACH 51DE g'-6' 8' g'.6' 50LID FROM FT6. TO TIE BEAM I. FRONT - BACK DIRECTION y'.1' y.1' SHEAR FORCE = 24000 LB SHEAR WALL REQUIRED = 24.0 FT I I 138 FT SAFETY FACTOR = 5.15 • e 2. SIDE - SIDE DIRECTION 9'-6'X8'-0' PATIO 9'-6'X8'-0' PATIO 18500 LB SHEAR WALL REQUIRED = 18.5 FT SHEAR WALL PROVIDED = B -B FT SAFETY FACTOR 3.24 IST FLOOR LEVEL OF5H 8' wl LI 8' 8' 10 4.0 4' 14' 8' 10 LB 8' 1 u 8" �wq 39.0 S' wa LI 2450 5H 3(05 2450 5H 5AFET1' FACTOR Lz Lz 2450 5H 305 5H 2450 5H LB SHEAR WALL REQUIRED = 31.0 COV RED PATIO a COVERED PA 10 1.01 Ell T.O.M. z, 9'-4' CLG. 9'-4' CLG. T.011. 8080 S.G.D. m ¢ASO S.G.D. 19'-0' o� o - wi La wl Lz T.o.M. r.o.M. LQ GREAT ROOM GREAT ROOM 91-41 CLG. 9'-4' CLG. wLl w P-9' 4'-6' 2' 0' 1' 5' '' " 4'-4' 4'-4' — 1'-5' 2' 0' 4'-6' 2'-9' 36' H. FLU5H ISLAND 10 36' H. FLU5H ISLAND 1 BAR TOP PEAR TOP REF. _ I I I REF.11-41 F I 0 1 U), � I m �1 xI xI �01 I 1 Qal Ix I�a ❑ o � 10 1 I O DW D Q110 I PED. PED. AV AV z a g KITCHEN KITCHEN V-4 CLG. HI PDR 9'-4' PDR HI 9-4 CLG. 1 1 CLG. 9'-4' CLG. 0 2868 PANTRY, a a 28ba i a u, PANTRY 5 5H WH WEDGE ANCHOR A 24' — - WEDGE ANCHOR 9 24' O.C. a BOTTOM PLATE — O.C. 9 BOTTOM PLATE 6' 0' 4'-0' 21•4' 1` 8 41•4' — 4�41— �" —4'=4' — 4'-4' S'' 2' 4' 4'-0' 6'-0' HI m WALLS SEPARATING WALLS SEPARATING GARAGE FROM LIVING GARAGE FROM LIVING AREA TO HAVE 112' GTP AREA TO HAVE 1/1' GYP GARAGE ® BD 4 R-13 INSULATION 42'GUARDRAIL--_ WITH PICKETS 42'GUARDRAI WITH PICKETS 5D d R•13 INSULATION GARAGE STAIR DATA 11 RISERS 9 1,51' AND NEWELL P05T " AND NEWELL" F05T a STAIR DATA 11 R15ER5 91.51' 9'-4' CLG, 3' 6' CLR 3'-6 CLR 16 TREADS e 10' FOYER f OYER 16 TREADS 9 10' ZVIW/ I° NOSING w/ I' NOSING CLG.UP UP CLG. 41•4' 4 4' 41-41 41-41 12' 4'� FINISHED WALLS TO ALIGN HANDRAIL INSTALLED HANDRAIL INSTALLED _ FINISHED WALLS To ALIGN VERIFY IN FIELD ^, +36' ABY. STAIR 9 +36' ASV. STAIR ^, u, • VERIFY IN FIELD u n N INC OR LANDING NOSING oR LANDI I �Q ZI ;2' I < ci l4l �I wl LaP RICH PORCH w' La �I IO' -a' mac, u, 11 W LI a o LI . .. 8010 SECT, x010 SECT. GARAGE DOOR B B GARAGE DOOR s IS 2'-6' 8'-0' 2'-6' 8' 4'-0' 114 4' 0' I'-4' 4'-0' L61 2'-6' 8'-0' 2'-6' 134' I 161-01 13'-0' 4241 Ir MAIN FLOOR PLAN SCALE: 114' =1'-0' _+�s A/C CONDENSER PAD VERIFY 517E 4 LOCATION IN FIELD, VERIFY CONDENSER TO PAD CONNECTION WITH MANUR �_o �E + F6 a w Im ,t m SHEAR CALCULATIONS cryi q, 11'-0" HT. CMU WALL. NOTE: ALL CMU MASONRY WALLS DESIGNED 'TO RESIST WIND INDUCED SHE=AR FORCES. FIRE-RESISTANT GMU WALL W/ 2" (NOM.) FURRING SHEAR WIND PRESSURE = 35 P5F EACH 51DE 2ND FLOOR LEVEL 9 50LID FROM FT6. TO TIE BEAM I. FRONT - BACK DIRECTION DENOTES TWO #5 VERT. REBAR CELL FILLED CD W fj SHEAR FORCE = 24000 LB SHEAR WALL REQUIRED = 24.0 FT SHEAR WALL PROVIDED = 138 FT SAFETY FACTOR = 5.15 • e 2. SIDE - SIDE DIRECTION SHEAR FORCE 18500 LB SHEAR WALL REQUIRED = 18.5 FT SHEAR WALL PROVIDED = 60 FT SAFETY FACTOR 3.24 IST FLOOR LEVEL I. FRONT - BACK DIRECTION SHEAR FORCE - 38940 LB SHEAR WALL REQUIRED = 39.0 FT SHEAR WALL PROVIDED = 144 FT 5AFET1' FACTOR 3.69 2. SIDE - 511DE DIRECTION SHEAR FORCE 31100 LB SHEAR WALL REQUIRED = 31.0 FT SHEAR WALL PROVIDED = 34.0 FT SAFETY FACTOR = 1.01 /ALL LEGEND cryi q, 11'-0" HT. CMU WALL. I 10'-8" HT. GMU WALL. GMU WALL W/ I" (NOM.) FURRING. FIRE-RESISTANT GMU WALL W/ 2" (NOM.) FURRING w EACH 51DE DENOTES ONE #5 VERT. REBAR GELL FILLED 9 50LID FROM FT6. TO TIE BEAM A DENOTES TWO #5 VERT. REBAR CELL FILLED CD W fj 50LID FROM FTG. TO TIE BEAM vb DENOTES ONE #5 VERT. REBAR GELL FILLED v �.04�gp SOLID COLUMN BASE / LOW WALL co 0 INT. BEARING FRAME WALL- SEE FLOOR PLAN FOR HEIGHT, f INT. NON-BEARING WALL- SEE FLOOR PLAN FOR c • e HEIGHT. (To GMU) , (2) 2" X 12" PRE55URE TREATED WOOD LE6DER W/ 514 EPDXY ANCHOR BOLT5 5PAGED @ 24" O.(,. (TWO uJLI ROW5 5TA66ER PATTERN) INTO MASONRY/GONGRETE WALL. (6" EMBEDMENT IN CONCRETE W/ 51MPSON 5ET EPDXY). LEr;)r.7E!f-,) 5GF_1:;)ULt2 (70 (2) 2" X 8" PRE55URE TREATED WOOD LE6DER W/ %1 EPDXY ANCHOR BOLTS 5PAGED @ 24" O.G. (TWO wL2 ROWS 5TA66ER PATTERN) INTO MA5ONRY/GONGRETE WALL. (6" EMBEDMENT IN GONGRETE W/ 51MP50N 5ET EPDXY). 57RUC,7QF tL.= N0iF_ ATTACH WOOD FRAME WALL TO MASONRY wl Y/', oc,EPDXY ANCHOR BOLTS, SPACED o 24' O.C. (6' EMBED. SIMPSON SET EPDXY) F057 CHEIE )UL E of -2(3) 2'X4° IUD. JACK P05T w/ (2) 51MP50N L5TA24 (WE), REAM) OR (1) 51MP50N HTT4 (MA50NRY/ CONCRETE) a BASE. U.N.O. BLOCK BEARING (OLID. HtE-Ar�)EER 5CHt21;)ULt-: (2) 2'XS' IUD. HEADER w/ 1/2' PLY. WD. FLITCH PLATE w/ (1) 51MP50N L5TA24'@ EA. END. 5UPPORT ENDS w/ (3) OHI 2'X4' (MIN. DEPTH) WD, JACK POST5 w/ 51MP50N w/ (1) 51MP50N HTT4 (MASONRY) OR (1) SIMPSON L5TA24 (IUD. REAM) �@ BASE U.N.O. (2) 2'X12' IUD. HEADER w/ 1/2' PLY, WD, FLITCH PLATE w/ (2) 5IMP50N L5TA24 '@ EA. END. SUPPORT ENDS w/ (3) N2 2"X4' (MIN. DEPTH) IUD. JACK POSTS W/ 51MP50N w/ (1) 51MP50N HTT4 (MASONRY) OR (2) 51MP50N L5TA24 (UP. BEAM) ,@ BA5E U.N.O. LINTEL 5GHLoULr 8°XS' PRECAST LINTEL GROUTED SOLID w/ (U � 5 0�1 REBAR. INSTALL AS PER CONSTRUCTION DETAILS ON THE CONSTRUCTION DETAIL SHEETS. 8'X16' MA50NRY COMP051TE BEAM GROUTED 50LID w/ (1) 15 REBAR IN PRECAST LINTEL AND KNOCK -OUT L2 5LOCK COURSE ABOVE. INSTALL A5 PER CONSTRUCTION DETAILS ON THE CONSTRUCTION DETAIL SHEETS. NOTE: ALL PRECA5T/PCWERB0X LINTELS SHALL DE SUPPORTED DURING CONCRETE CURE. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND 5PE01`IGATIONS COMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE - RESIDENTIAL 5EGTION R501(2010 EDITION) PLANS AND SPEGIFIGATION5 COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 160a FOR 13q MPH WIND 'LONE (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. THIS DRAWING 15 516NE-D AND SEALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONLY. ARCHITECTURAL, ELEGTRIGAL, OR MEGHANIGAL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT GOVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTOR5 RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE GONSTRUGTION BEGINS. THE ENGINEER OF REGORD 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY D15GREPANGY BETWEEN FIELD GONDITION5, OTHER DE51GN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWIN65 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY N 6ON5TRUGTION. THE STRUGTURES GROUP 15 NOT RE5PON5I5LE FOR c ANY DIMENSIONS. 7_1 THE STRUGTURE5 GROUP IS RESPONSIBLE FOR PROPOSED GHANGES U TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE fi STRUGTURE5 GROUP IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL GOMPONENT5._� The Structures Grog, Inc. Dr. Nick M. Bradford, Y.E. S.E. k'.L. Reo. #52585 CA 8956 1711 N. Ar.rnenia Avenue,, #B 'I'ainpa'FL `:33607 Phone (813)877-3121 F'ax (813)875-9820 www.5tructureas—Gx•oup.corri -Q • • COMP FILE - ISSUED 11.3.13 REVISED 2.11.14 ISSUED 02-12-2014 MAIN FLOOR PLAN • FLOOR PLAN NOTES UI-• e e DWN Y. K.R. e e CHECKY: D.D. • • SHE T NUMBER • 0 e FED 1 3'l01 cryi q, kj N 9 w ;=j a so CD W fj vb v �.04�gp co 0 q d' c • e MAIN FLOOR PLAN • FLOOR PLAN NOTES UI-• e e DWN Y. K.R. e e CHECKY: D.D. • • SHE T NUMBER • 0 e FED 1 3'l01 Q� �-� c 0 ! O n MAIN FLOOR PLAN • FLOOR PLAN NOTES UI-• e e DWN Y. K.R. e e CHECKY: D.D. • • SHE T NUMBER • 0 e FED 1 3'l01 42'[0' 12'-0' 11•4' I 6'•4' 114' 94' BB wl a wl a 4.0 I Cw� LI w)u 3050 6H EGRE6d 3050 5H EGRE55 3050 5H EGRE55 3050 SH EGRE55 Liv RR LAv OWNER'S OWNER'S --,LAY RR Lv BATH BATH 6.4' C� CLG. 4'-1' 3' 6' 12' II' 12' 8 4 CLG. 3'-6 4'-]' � wl �J "T05' TEMP. GMP. GLA55 ENCL, FULL WLQ FULL WALL To +543'•6'3. 6. &OWER OWNER'SOWNER'S SUITE SUITE 5"OWER 8'-4' CLG. V-4' CLG. 2X6 WALL IR�25 IR�25 WJ,C ID [x 8' I' 4'-1' 3' 9' 4'-1" 4'-1' 3'9 4'-1' 2868 2868 • Fx w RAS R45 Irr I W.I.C. I W.I.C. s 8'-4" CLG. I � [i 18'4 CLG. Ix I BEDROOM 3 1 I 12 BEDROOM 3 a'-4' CLG. 8' 4' CLG. 5� SE�6T41RATA 5EE MAIN FLOOR L� e FOFOR STAIR DATA61LIw� 22'x30' ATTIC � VON ATTIC � N LL1 wi q Q ACCE55 DN d DN ACCESS v ca 2868 2868 �' C, 4068 PAIR I I 1 406a PAIR W;I.C. V-4 CLG. v� 31-61 CLP, 3 6 CLR ,/ 51.11 1 1 z, — — .......... _ .............. — — — — R�S .. R45 MI 2Xb WALL __mro WALLr 5 SH 5 SH R A A LAV 42'H.-/ \\-42'q. ° 40 6KNEEWALL KNEEWALL Av W/c A40 BAT ��� a �a�� TH 2 a w 3 3'� 51.14 G. N.S.- CPT. 3' 1 4' 41-01 4' 0' 4' 4 3' 1' CPT.- H.S. 8 GL5'. ", 31-31 0 28651 2868 o -r RAS HANDRAIL INSTALLEDJ HANDRAIL INSTALLED — — — — — — +36' ADV. STAIR NOSING '— +36' ABY. STAIR NOSING — R5 — — OR LANDING -- u u OR LANDING - `! 4068 PAIRLl4068 PAIR .r r- — r- — 11 IW I I I I DI LAU N 1AN D Rl! V-4' GL . i i 19):. `(jr 81-4" CLG, I x >< U BEDROOM 2 — �' L — J BEDROOM 2 a'-4' cLG. 16'X36' F.G, IVX3 ' F.G. I 16'X36" F.G, 16'X36' F.G. LI LI LI 1.1 ; 3050 S4 EGRE55 305506EGRE55 OLI >3 B (w I LI 4.0 i �J 6'-6' 6'-6' 1'-4' 2'-2' 1'-6' I 2' 2' T -IID' 6'-6' 61.69 I 13'-0' 16' 0' 134' 42'0' I UPPER FLOOR PLAN SCALE: 1/4' =1'-0' SHEAR CALCULATION5 M'-0" HT. GMU WALL. NOTE: ALL CMU MA50NRY WALLS DESIGNED TO 10'-8" HT. GMU WALL. RE616T WIND INDUCED SHEAR FORCES, GMU WALL W/ I" (NOM.) FURRING. SHEAR WIND PRESSURE = 35 P5F a EACH SIDE 2ND FLOOR LEVEL DENOTES ONE #5 VERT, REBAR GELL FILLED w 1. FRONT - BACK DIRECTION DENOTES TWO #5 VERT. REBAR GELL FILLED SHEAR FORCE - 24000 1_5 SHEAR WALL REQUIRED 24.0 FT SHEAR WALL PROVIDED 138 FT SAFETY FACTOR - 5.15 INT. NON-BEARING WALL- SEE FLOOR PLAN FOR 2, SIDE - SIDE DIRECTION HEIGHT. SHEAR FORCE - 15500 L8 SHEAR WALL RE01RED 1a.5 FT SHEAR WALL PROVIDED 60 FT SAFETY FACTOR = 3.24 15T FLOOR LEVEL 1. FRONT - BACK DIRECTION SHEAR FORCE = 35940 LB, SHEAR WALL REQUIRED = 39.0 FT SHEAR WALL PROVIDED = 144 FT SAFETY FACTOR = 3.69 2, SIDE - SIDE: DIRECTION SHEAR FORCE = 31100 LB SHEAR WALL REQUIRED = 31.0 FT SHEAR WALL PROVIDED = 34.0 FT SAFETY FACTOR = 1.01 VOLL LE6END M'-0" HT. GMU WALL. �o my 10'-8" HT. GMU WALL. GMU WALL W/ I" (NOM.) FURRING. FIRE-RE515TANT GMU WALL W/ 2" (NOM.) FURRING a EACH SIDE DENOTES ONE #5 VERT, REBAR GELL FILLED w SOLID FROM FTG. TO TIE BEAM DENOTES TWO #5 VERT. REBAR GELL FILLED U SOLID FROM FTG. TO TIE BEAM DENOTES ONE #5 VERT. REBAR GELL FILLED SOLID @ GOLUMN BA5E / LOW WALL � TQ INT. BEARING FRAME WALL- SEE FLOOR PLAN crl FOR HEIGHT. INT. NON-BEARING WALL- SEE FLOOR PLAN FOR ® HEIGHT. S(3) 2'X4' WD, JACK P05T w/ (2) 6IMP50N L5TA24 (IUD. P2 BEAM) OR (1) 5IMP50N NTT4 (MASONRY/ CONCRETE) BASE. U.N.O. BLOCK BEARING SOLID. HE_�Al;)E 5C HF_-1;)UL n (2) 2"XO" WD. HEADER w/ 1/2" PLY. IUD. FLITCH PLATE w/ (1) SIMPSON L5TA24 '@ EA. END. SUPPORT ENDS w/ (3) H1 2"X4' (MIN, DEPTH) WD. JACK POSTS w/ 5IMP50N w/ (1) 6IMP60N HTT4 (MASONRY) OR (1) SIMPSON L5TA24 (WD. BEAM) q BASE U.N.O. (2) 2'X12" WD. HEADER w/ 1/2" PLY, WD. FLITCH PLATE w/ (2) 5IMP50N L5TA24 a EA, END, SUPPORT ENDS w/ (3) 2'X4" (MIN, DEPTH) WD. JACK POSTS w/ 5IMP50N w/ (1) 5IMP50N NTT4 (MASONRY) OR (2) 5IMP50N L5TA24 (WD, BEAM) '� BASE U.N.O. LINTEL 5CHEl2L) E 0"X51" PRECAST LINTEL GROUTED SOLID w/ (1) # 5 LI REBAR, INSTALL AS PER CONSTRUCTION DETAILS ON THE CONSTRUCTION DETAIL SHEETS. VXV MA50NRY COMP051TE BEAM GROUTED SOLID w/ lU #5 REBAR IN PRECAST LINTEL AND KNOCK -OUT Lz 5LOCK COURSE ABOVE. INSTALL AS PER CONSTRUCTION DETAILS ON THE CONSTRUCTION DETAIL SHEETS. NOTE: ALL PRECAST/POWERBOX LINTELS SHALL BE SUPPORTED DURING CONCRETE CURE. TO THE BEST OF THE ENOINEER'S KNOWLEDGE, THE PLANS AND 5PEGIFIGATIONS GOMPLY WITH THE MINIMUM REQUIREMENT5 OF THE FLORIDA BUILDING CODE - RE5IDENTIAL 5EGTION R501(2010 EDITION) PLANS AND SPEGIFIGATION5 COMPLY WITH THE FLORIDA BUILDING GODS, 5EGTION I(00�1 FOR 131 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 GODS 15 CHANGED. THIS DRAWING 15 510NED AND 5EALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTRIGAL, OR MEGHANIGAL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT GOVERED UNDER TH15 SEAL. NOTE: IT 15 THE CONTRAGTOR5 RESPONSIBILITY TO REVIEW ALL DRAWIN05 BEFORE GONSTRUGTION BEGINS. THE ENGINEER OF- RECORD FRECORD 15 RIr5PON515LE FOR THE STRUGTURAL INTEGRITY OF THIS PROJEGT ONLY. ANY 1_)15GREPANG'f BETWEEN FIELD CONDITIONS, OTHER OE510N PROFESSIONALS' SHOP DRAWIN05, GONTRAGTOR5' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWIN65 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE GOMMENGEMENT OF CON5TRUGTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GONSTRUGTION. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE STRUGTURES GROUP 15 RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE STRUGTURES GROUP 15 NOT RESPONSIBLE FOR EXISTING STRUGTURAL COMPONENTS. The Structures GrOUD. iUC, Dr, Nick M. Bradford, P,E PL. Reg. /52585 CA 8956 1714 N. Armenia Avenue, 'I'ainpa'F'L 33607 Phone(813)877-3421 S.E. #B Pax (813)875-9320 www.Structures-Group.coirl • • COMP FILE - ISSUED x.3.13 REVISED 2.11.14 ISSUED 02-12-2014 • UPPER FLOOR PIAN • FLOOR PLAN NOTES e • 1% r rr • SHE T NUMBER • A .1 OF �o my a w U 7:$ � TQ crl • UPPER FLOOR PIAN • FLOOR PLAN NOTES e • 1% r rr • SHE T NUMBER • A .1 OF 7:$ I `o O � • UPPER FLOOR PIAN • FLOOR PLAN NOTES e • 1% r rr • SHE T NUMBER • A .1 OF ^r VAT RAISED BANDING bla') 018' RAISED BANDING 1+17 8'X4' RAISED BANDING (+27 ►u 0� FOAM DETAIL SCALE: 3/4' : 1'-0' 2' f RAISED FOAM W) RA15ED FOAM 1+557 - ------------------- 2' I. V DECORATIVE CORBEL Trlw C DECORATIVE WINDOW SILL DETAIL 4 �®AM CORBEL DETAIL. % SCALE: 11/2 = I'-0" 1m Im ECTURAL COMP051TE ROOF SHINGLE- TYP. NpOIU �. D. HT. - 4' BANDING l+2 �/ 11' BANDING 4� GLG NT Npp 5RG. HT. '�,L WINDGW HD, HT. FLUSH STUCCO TO NATCH- MAIN BODY FIN15H )ECORATIYE SHUTTER - TYP.- (5EE DETAIL 31A3.0) FIN. 2N . FLR IV _�. 15T. PLR V CLCD. HT. 9'4 WINDOW HD. HT, RIGHT ELEVATION 6:12 12 6 4 I' FYPON 8444 8' RA15ED BANDING 1+17 3. DECORATIVE LOUVER I 1 2' BANDING (+15') ( 6:12 — — — — — — 4' RAISED BANDING (417 r -------...... ----`- -- — _......--- — — -- —— — — — — — — — — — — — — .......... 01:1 E10:::::::.. __.__1 .. ......................... ............ _..........0 ...... ............................... Ij...............................::.. —:.. 11 .-------------------------------- ................... .....<_. _ .........._. :: ? ! ' •.' li � - .._..................... .... .......... - - - ---------- ------------ - FRONT ELEVATION ARCHITECTURAL COMP051TE ROOF 5414GLE. TYP. -U6' BANDING (+1.57 T.O.M. DRC. HT. UJIN OW Hr, -DECORATIVEHD. SHUTTER - TYP (SEE DETAIL 3/A3.0) ea �D4' BANDING WE') o/ 12' BANDING (+Io' FIN. 2N . FL 15T. CLCD. HT, WINDOW HD. HT. -COACH LIGHT +102' A.T.0.5. �8' BANDING (+157 �- o+ WAR l.R OL HT. 9'4 v tow ). HT. 0.5. J�_ NOTE: FLASHING SHALL BE INSTALLED AT WALL ANP ROOF INTERSECTIONS, DECK AND WALL INTERSECTION5, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WALL HEIGHTS VERIFY ALL SEARING WALL HEIGHTS WITH FINAL TRU55 LAYOUT5 EXTERIOR FINISH NOTES I. CEMENT PLASTER FIN15H OYER CONCRETE MASONRY 5HALL BE 50 THICK TEXTURED PER COMMUNITY SPECIFICATIONS, 2. CEMENT PLASTER RN15H OVER FRAMED WALLS SHALL 3E 1/8' (3 -COAT) TEXTURED PER COMMUNITY SPECIFICATIONS, OYER ASPHALT IMPREGNATED PAPER DACK WIRE LATH, OVER HOUSE WRAP o/ EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATHE TO BE FURRED OUT FROM BACKING BY AN APPROVED METHOD,F3C R103L, 3. FRONT ELEVATIONS: BANDING, MOLDING, COLUMNS 4 TRIM SHALL RECEIVED A SAND FINISH. SEE ELEVATION FOR DEPTH OF RAISED SANDING. 4, SIDE 4 REAR ELEVATION: SANDING AROUND WINDOWS 4 DOORS MAY 3E OPTIONAL PER COMMUNITY SPECS -SEE COMMUNITY 6PECIFICATION5 OR CONSULT D.R. HORTON CONSTRUCTION MANAGER ALL DANDING SHALL REGEIVE A SAND FIN15H. 5. ROOF COVERING: SEE COMMUNITY SPECIFICATIONS OR CONSULT P.R. HORTON CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENT5. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPEGIFICATIONS GOMPLY WITH THE MINIMUM REQUIREMENT5 OF THE FLORIDA BUILDING GODS - RE51DF-NTIAL 5ECTION R501(2010 EDITION) PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING GODS, SECTION 160a FOR 13q 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. THIS DRAWING 15 SIGNED AND SEALED FOR THE 5TRUGTURAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTRIGAL, OR MEGHANIGAL DETAILS, IF 5HOWN, ARE FOR VISUAL REFERENGE ONLY AND ARE NOT GOVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTORS RESPONSIBILITY TO RE\/IEW ALL DRAWIN05 BEFORE GONSTRIJGTION BEGINS. THE ENGINEER OF RECORD 15 RESPONSIBLE FOR THE 5TRUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GONDITION5, OTHER DESIGN PROFE55IONAL5' 5HOP DRAWIN655, GONTRAGTOR5' BUILDING METHODS, AND THESE 516NED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENGEMENT OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. THE STRUGTURES GROUP 15 NOT RESPONSIBLE FOR ANY D I MEN510 N5. THE STRUGTURES GROUP IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE 5HOWN ON THESE PAGES ONLY. THE STRUGTURES GROUP 15 NOT RESPONSIBLE FOR EXISTING 5TRUGTURAL COMPONENTS. The Structures Group, Iue. Dr. Nick M. Bradford, P.L. S.E. e FL. Reg. #52585 CA 8956 1711 N. Armenia Avenue, ##B Tarnpa, FL 33607 Phone (813)877-3421 Fax (813)875-9320 www. S tr ue Lures- Gro up .corn 01 MAINTAIN MIN. 015TANGE FOR HURRICANE SHUTTER ATTACHMENT AS REOUIRED BY GODE Wa DEGORATIVE FOAM TRIM ct SAND FIN15H STUCCO FINISH PAINTED wm a _j P. - C) j 7J m ............... ................ . C�02 I� ��� TRIM COLOR ct DECORATIVE SHUTTERS WINDOW FRAME MAINTAIN MIN. 015TANGE FOR HURRICANE J o • SHUTTER ATTACHMENT AS REQUIRED f3Y ------------ CODE DEGORATIVE SHUTTERS WINDOW FRAME SAND FIN15H STUCCO FINISH PAINTED DECORATIVE FOAM SILL MAINTAIN MIN. D15TANGE FOR HURRICANE SHUTTER ATTACHMENT AS REQUIRED by CODE SHUTTER DETAIL J = 1'-0" 61 81 -::::---_----- - w.................. /,., - 4 �®AM CORBEL DETAIL. % SCALE: 11/2 = I'-0" 1m Im ECTURAL COMP051TE ROOF SHINGLE- TYP. NpOIU �. D. HT. - 4' BANDING l+2 �/ 11' BANDING 4� GLG NT Npp 5RG. HT. '�,L WINDGW HD, HT. FLUSH STUCCO TO NATCH- MAIN BODY FIN15H )ECORATIYE SHUTTER - TYP.- (5EE DETAIL 31A3.0) FIN. 2N . FLR IV _�. 15T. PLR V CLCD. HT. 9'4 WINDOW HD. HT, RIGHT ELEVATION 6:12 12 6 4 I' FYPON 8444 8' RA15ED BANDING 1+17 3. DECORATIVE LOUVER I 1 2' BANDING (+15') ( 6:12 — — — — — — 4' RAISED BANDING (417 r -------...... ----`- -- — _......--- — — -- —— — — — — — — — — — — — — .......... 01:1 E10:::::::.. __.__1 .. ......................... ............ _..........0 ...... ............................... Ij...............................::.. —:.. 11 .-------------------------------- ................... .....<_. _ .........._. :: ? ! ' •.' li � - .._..................... .... .......... - - - ---------- ------------ - FRONT ELEVATION ARCHITECTURAL COMP051TE ROOF 5414GLE. TYP. -U6' BANDING (+1.57 T.O.M. DRC. HT. UJIN OW Hr, -DECORATIVEHD. SHUTTER - TYP (SEE DETAIL 3/A3.0) ea �D4' BANDING WE') o/ 12' BANDING (+Io' FIN. 2N . FL 15T. CLCD. HT, WINDOW HD. HT. -COACH LIGHT +102' A.T.0.5. �8' BANDING (+157 �- o+ WAR l.R OL HT. 9'4 v tow ). HT. 0.5. J�_ NOTE: FLASHING SHALL BE INSTALLED AT WALL ANP ROOF INTERSECTIONS, DECK AND WALL INTERSECTION5, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WALL HEIGHTS VERIFY ALL SEARING WALL HEIGHTS WITH FINAL TRU55 LAYOUT5 EXTERIOR FINISH NOTES I. CEMENT PLASTER FIN15H OYER CONCRETE MASONRY 5HALL BE 50 THICK TEXTURED PER COMMUNITY SPECIFICATIONS, 2. CEMENT PLASTER RN15H OVER FRAMED WALLS SHALL 3E 1/8' (3 -COAT) TEXTURED PER COMMUNITY SPECIFICATIONS, OYER ASPHALT IMPREGNATED PAPER DACK WIRE LATH, OVER HOUSE WRAP o/ EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATHE TO BE FURRED OUT FROM BACKING BY AN APPROVED METHOD,F3C R103L, 3. FRONT ELEVATIONS: BANDING, MOLDING, COLUMNS 4 TRIM SHALL RECEIVED A SAND FINISH. SEE ELEVATION FOR DEPTH OF RAISED SANDING. 4, SIDE 4 REAR ELEVATION: SANDING AROUND WINDOWS 4 DOORS MAY 3E OPTIONAL PER COMMUNITY SPECS -SEE COMMUNITY 6PECIFICATION5 OR CONSULT D.R. HORTON CONSTRUCTION MANAGER ALL DANDING SHALL REGEIVE A SAND FIN15H. 5. ROOF COVERING: SEE COMMUNITY SPECIFICATIONS OR CONSULT P.R. HORTON CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENT5. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPEGIFICATIONS GOMPLY WITH THE MINIMUM REQUIREMENT5 OF THE FLORIDA BUILDING GODS - RE51DF-NTIAL 5ECTION R501(2010 EDITION) PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING GODS, SECTION 160a FOR 13q 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. THIS DRAWING 15 SIGNED AND SEALED FOR THE 5TRUGTURAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTRIGAL, OR MEGHANIGAL DETAILS, IF 5HOWN, ARE FOR VISUAL REFERENGE ONLY AND ARE NOT GOVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTORS RESPONSIBILITY TO RE\/IEW ALL DRAWIN05 BEFORE GONSTRIJGTION BEGINS. THE ENGINEER OF RECORD 15 RESPONSIBLE FOR THE 5TRUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GONDITION5, OTHER DESIGN PROFE55IONAL5' 5HOP DRAWIN655, GONTRAGTOR5' BUILDING METHODS, AND THESE 516NED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENGEMENT OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. THE STRUGTURES GROUP 15 NOT RESPONSIBLE FOR ANY D I MEN510 N5. THE STRUGTURES GROUP IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE 5HOWN ON THESE PAGES ONLY. THE STRUGTURES GROUP 15 NOT RESPONSIBLE FOR EXISTING 5TRUGTURAL COMPONENTS. The Structures Group, Iue. Dr. Nick M. Bradford, P.L. S.E. e FL. Reg. #52585 CA 8956 1711 N. Armenia Avenue, ##B Tarnpa, FL 33607 Phone (813)877-3421 Fax (813)875-9320 www. S tr ue Lures- Gro up .corn 01 FRONT d RIGHT ELEYATION5 • ELEVATION DETAIL5 • DWN 8 : R.R. - CHECKE Y: D.D. • • SHEENUMBER A .0 s OF • il s o v • p Wp kO Q� Wa ct wm a _j P. - C) j 7J m C�02 I� ��� � co V ct LILL FRONT d RIGHT ELEYATION5 • ELEVATION DETAIL5 • DWN 8 : R.R. - CHECKE Y: D.D. • • SHEENUMBER A .0 s OF • il Q� ct 7J ct J o • FRONT d RIGHT ELEYATION5 • ELEVATION DETAIL5 • DWN 8 : R.R. - CHECKE Y: D.D. • • SHEENUMBER A .0 s OF • il ARCHITECTURAL COMP051TE ROOF SHIN 7 Zo 4' BANDING (+2.D') 1 12' BANDING 92 r. R HT. 9'-4' VV 0�_� ). HT. � ARCHITECTURAL COMP0511E ROOF 5NINGLE- TYP. Y o-+ Q w � IUINDV Np. FIN. 20. FLR �. 15TJlR CLG. HT. 9'-4' j, WINDOW IV ND. HT. _AkIV T.0.5. LEFT ELEVATION SCALE: 1/4' = I'-0' REAR ELEVATION SCALE: 1/4' - 1'-0' bn NOTE: FLA5HING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTER5ECTION5, AT GUTTERS, AT ALL CHANGE5 IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENING5. WALL HEIGHTS VERIFY ALL SEARING WALL HEIGHT5 WITH FINAL TRU55 LAYOUT5 EXTERIOR FINISH NOTES I. CEMENT PLA5TER FIN15H OVER CONCRETE MASONRY SHALL BE 5/S' THICK TEXTURED PER COMMUNITY 6PECIFICATION5. 2. CEMENT PLASTER FIN15H OVER FRAMED WALL5 SHALL BE 1/8' (3 -COAT) TEXTURED PER COMMUNITY 5PECIFICATION5, OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP o/ EXTERIOR 5HEATHING PER STRUCTURAL DRAWINGS. LATHE TO BE FURRED OUT FROM BACKING BY AN APPROVED METHOD, FBC R103.6. 3. FRONT ELEVATIONS: BANDING, MOLDING, COLUMNS 4 TRIM SHALL RECEIVED A SAND FIN15H, 5EE ELEVATION FOR DEPTH OF RAISED BANDING. 4.51DE 4 REAR ELEVATION: BANDING AROUND WINDOWS 4 DOORS MAY BE OPTIONAL PER COMMUNITY 5PEC5 -5EE COMMUNITY 5PECIFICATION5 OR CON5ULT D.R. NORTON CON5TRUCTION MANAGER ALL BANDING SHALL RECEIVE A 5AND FIN15H, — 5. ROOF COVERING: 5EE COMMUNITY SPECIFICATIONS OR CON5ULT D.R. NORTON CON5TRUCTION MANAGER. 5EE 5TRUCTURAL 6HEET5 FOR SHEATHING REQUIREMENT5. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPEGIFIGATIONS GOMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE - RESIDENTIAL 5EGTION R301(2010 EDITION) PLANS AND SPEGIFIGATION5 COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 16011 FOR 1311 MPH WIND ZONE (2010 EDITION) TH15 DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 51CaNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 15 CHANGED. THIS DRAWING 15 516NED AND SEALED FOR THE STRUGTURAL PORTIONS OF THE DRAWING ONLY. ARCHITECTURAL, ELEGTRIGAL, OR MEGHANIGAL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT GOVERED UNDER THIS SEAL. NOTE: IT 15 THE CONTRACTORS RE5PONSIBILITY TO REVIEW ALL DRAWINGS BEFORE GON5TRUGTION BEGINS. THE ENGINEER OF RECORD 15 RESPONSIBLE FOR THE STRUGTURAL INTEGRITY OF TH15 PR0.IE6T ONLY. ANY D150REPANGY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWIN65, CONTRAGTOR5' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CON5TRUGTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GONSTRUCTION. THE STRUGTURE5 GROUP 15 NOT RESPONSIBLE FOR ANY DIMEN51ON5. THE STRUGTURE5 GROUP 15 RESPONSIBLE FOR PROPOSED GHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PArE5 ONLY. THE STRUGTURE5 GROUP 15 NOT RESPONSIBLE FOR EXISTING STRUGTURAL GOMPONENT5. The Structures Dr. Nick M. Bradford, P.E. FL. 1zeg. #52585 CA 8956 1714 N. Armenia Avenue, 'Pampa, FL 33607 Phone (813)877-3421 Inc. S. E. #D fl' ax (313)375-9320 www.Str•uctures—Gro Up. corr1 'a COO o • REAR S LEFT ELEVATIONS NATION DETAILS s � FEB 13214 • 02y s �° ' COC 14 mw C� pli1� �w F � a r-'92 p n lu • • REAR S LEFT ELEVATIONS NATION DETAILS s � FEB 13214 C� I Q • REAR S LEFT ELEVATIONS NATION DETAILS s � FEB 13214 (FRONT ELE MIUM Yl 3'•8' 5' 4' 5' 4' 5'•4' 5'•4' 1 i VERTICAL REINFORCEMENT SPACING A5 CONTINUED FROM SECOW FLOOR WALLS RAKE WALL DETAIL PPARTY WALL SCALE: I/4' = 1'-0' 11 Ai QRG. HT. olb s ° �a a GA5T IN PLACE CONCRETE WALL LLL cMW. WALL I � RAKE WALL DETAIL @ ENTRY PARTY WALL SCALE: 1/4' = I' -o' FIRE STOP 4'-0' le 4'-0' GABLE END WALL ROOF PLAN VALE: 1/4' 1 1'-0' I ! I'-2' TTP. v GABLE � ! ...... ....... GABLE END WALL ° ° COMP FILE - ISSUED U.13 REVISED 2.11.14 ISSUED 02-12-2014 s ° �a � U El mcm, F `k $Esti 33 m� ° ° COMP FILE - ISSUED U.13 REVISED 2.11.14 ISSUED 02-12-2014 ROOF PLAN ° DWN BY: R.R. ° CHECKED BY: D.D. ° �HEA3.2 /E��TNUMBER 3 s 2 OF ° s ° �a � U El pp WW� U m� zaz av N C� b n~�9-Fw • s ROOF PLAN ° DWN BY: R.R. ° CHECKED BY: D.D. ° �HEA3.2 /E��TNUMBER 3 s 2 OF ° s ° ct N C� co r ROOF PLAN ° DWN BY: R.R. ° CHECKED BY: D.D. ° �HEA3.2 /E��TNUMBER 3 s 2 OF ° HANDRAIL5 SHALL NOT BE LE55 THAN 34" OR MORE THAN 38" IN • TFE. f' HEIGHT ABOVE 'THE STAIR NOSING. HANDRAIL5 SHALL BE CONTINUOUS dew PER FLIGHT OF STAIRS. HANDRAIL5 SHALL BE 11/2" CLEAR OF ALL MA5. W/ 114'X 3' TAPGONS ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR 1 TERMINATE IN NEWEL P05T5 OR SAFE TERMINALS. HANDRAILS SHALL �N BE 1 1/4"-2" IN GRO55 SECTIONAL DIMENSION, OR APPROVED 3/4" PLYWOOD 1"READS EQUIVALENT, AND BE SMOOTH WITH NO SHARP EDGE5/GORNER5. STAIR AND RAILING SUPPLIER INSTALLER SHALL 5AT15FY s4, ko ALL BUILDING DEPARTMENT APPROVAL REGUIREMENT5 FOR 5/8" PLYWOOD RISERS (TYP) THE PRODUCTS THEY PROVIDE OR INSTALL SHOULD COMPLY W/ 2010 FLORIDA BUILDING CODE 6UARDRAIL5 SHALL NOT BE LE55 THAN 36" IN J 51MP50N L550 OR EQUAL No w a SIMPSON LU526 OR EQUAL 0 LANDING TfP.— HEIGHT. I 2X8 J015T @ LANDING 1/2" 6YP. BD. AT ALL WALL5 AND GEILING OF ENCLOSED +� W °� m USABLE SPACE UNDER STAIR 2X12 STRINGERS TYP. O J `� n OPEN RAILS SHALL HAVE INTERMEDIATE RAILS R1 M l� OR AN ORNAMENTAL PATTERN SUCH THAT A 4" DIAMETER SPHERE CANNOT PA55 THROUGH. " SPHERE THE TRIANGULAR OPENIN65 AT STAIR MAY NOT (7) TREAD, RISER, 8 BOTTOM SHALL BE 5UGH PA55 mo THAT A 6" DIAMETER 5PHERE CANNOT THROUGH PASS THROUGH. 6" SPHERE MAY NOT PA55 TH 6H GUARDRAIL DETAIL MATCH HEIGHT OF BASEBOARD SIMPSON L5G OR E 2x12 NOTCHED 5TR 1/2 GYP. HD. AT AL AND CEILING OF EN USABLE SPACE UNL 2X12 STRIN6FRS Tl STRINGER/LANDING TOP DETAIL LEDGER @ MASONRY 3/4" PLYWOOD 'TREAD5 • TFE. f' 2XD LEDGER ATTAGHED TO dew MA5. W/ 114'X 3' TAPGONS N 1 8' O.G. STAGGERED �N u� 3/4" PLYWOOD 1"READS � s4, ko 5/8" PLYWOOD RISERS (TYP) 2x12 NOTCHED STRINGER w 41 � J 51MP50N L550 OR EQUAL No w a SIMPSON LU526 OR EQUAL 0 LANDING TfP.— I 2X8 J015T @ LANDING 1/2" 6YP. BD. AT ALL WALL5 AND GEILING OF ENCLOSED +� W °� m USABLE SPACE UNDER STAIR 2X12 STRINGERS TYP. 3/4"I TYP EXPAN51ON/ GAP (TYP 2x6 END J015T ATTACH 2X8 LEDGER TO EA VERT STUD W/ (3) 161) NAILS ALT LEDGER @ NLD FRAMED WALL STRINGER/LANDING DETAIL FIN15HED SURFACE 3/4" PLYWOOD TREAD5 EQ. 2x12 NOTGHED STRINGER 5/8" PLYWOOD RI5ER5 SECURE NOTCHED 5TRIN6ER TO FOOT w/ (2) 12d COM MIN. SECURE FOOT TO 5LAB w/ 1/4" hx3-I/2" TAPGONS © W ac. ALL WOOD IN DIREGT CONTACT WITH CONGRETE TO BE PRESSURE TREATED OR PROVIDE IMPERVIOU5 MEMBRANE 5EPAR.ATION A5 ALLOWED BY CODE. 2X12 5TRIN6ER5 T'(P FLOOR /STR'IN'G -E -R' llE"CA1L `ALE: N,T.5, I® BUILDING SECTION "A -A" 5CALF: 1/4' = 1'-0' BUILDING SECTION "B -B" SCALE: 1/4' = 1'-0' BUILDING SECTIONS • DWN BY: K,R, • CHECKED BY: D.D. • • SHEET NUMBER • A4.0 • OF • • TFE. f' • ( • p dew ao A ,, �L f s4, ko a vi � w 41 � No w a .e v, `' f' 4 BUILDING SECTIONS • DWN BY: K,R, • CHECKED BY: D.D. • • SHEET NUMBER • A4.0 • OF • • ( • p ao A ,, �L a vi � w 41 � No w a .e v, `' f' 4 yV� r$Lo �c`gc�w • +� W °� m w�ko O J R1 M l� BUILDING SECTIONS • DWN BY: K,R, • CHECKED BY: D.D. • • SHEET NUMBER • A4.0 • OF • ® � I 00 O J BUILDING SECTIONS • DWN BY: K,R, • CHECKED BY: D.D. • • SHEET NUMBER • A4.0 • OF • MAIN FLOOR ELECTRICAL PLAN SCALE: 1/4' =1'•0' ALL ELECTRICAL DE516N AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2008 NATIONAL ELECTRIC GOD[ 6ENERAL ELECTRICAL NOTES: 1) PER NEC SECTION 210.12(8) ALL 15A R 20A, 120V BRANCH 6IRGUIT5 SUPPL'(ING OUTLETS REWRE AFGI PROTECTION. 2) CARBON MONOXIDE PROTECTION PER FLORIDA 5TANTE5 553.885 (2). TO BE INSTALLED WITHIN IO' OF EVERY 5LEEPIN6 ROOM. 3) PER NEG SECTION 210.8(8)(4) ALL I5A � 20A, I25V REGEPTAGLE5 INSTALLED OUTDOORS MUST BE GFGI-PROTEGTED, 4) PER NEC SECTION 210,8(8)(5) ALL 15A i 20A, I25V RECEPTACLES INSTALLED WITHIN 6' OF A 51NK (IN NON -DWELLING UNIT OGGUPANGIE5-i.e. OUTDOOR SUMMER KITCHENS REGEPTAGLE5) MUST BE GFGI-PROTECTED. 5) PER NEC SECTION 406.8(13)(I)15A 8 20A RECEPTACLES IN A NET LOCATION MUST BE WITHIN AN ENGL05URE THAT 15 WEATHERPROOF WHEN AN ATTAGHMENT 15 PLUGGED IN AND ALL NON-LOCKING RECEPTACLES 5HALL BE L15TEP A5 WEATHER RE515TANT. 6) PER NEC 5EGTION 406.11 IN DWELLING UNITS, ALL 15A 4 20A, I25V RECEPTACLES SHALL BE LISTED A5 TAMPER-RE515TANT, 1) PER NEC SECTION 800.156 No LE55 THAN ONE COMMUNICATIONS OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT. 6) PER NEC 5ECTION5 R3J43 AND Q15.1 SMOKE DETEGTOR5 TO BE INSTALLED IN51DE EA 5LEEPING AREA q) PROVIDE GAS, DROPS A5 PER COMMUNITY ONLY 10) JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220v IN NON GAS COMMUNITIES, AND IIOv IN 60MMUNITIE5 THAT HAVE 6A5 OPTION PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE NM GABLE TV DATA OR DT DATA OUTLET $�V Hb H05E BIB W/ SHUT OFF VALVE NT INTERCOM —� 1105E BID —x GA5 KEY - FUEL 6A5 W/ 5HUTOFF VALVE DOOR CHIME TELEPHONE OUTLET AT +8" ABOVE FLOOR AND COUNTER DOOR CHIME PUSH BUTTON 120V DUPLEX CONVENIENCE THERM05TAT DUPLEX OUTLET 120V DUPLEX CONVENIENCE PUSH DUTTON DUPLEX OUTLET AT COUNTER w� DUPLEOR REGEPTAGLE,H/G GOOF 61"1 El 1=1 6FI OUTLET 220V OUTLET 120V DUPLEX CONVENIENCE RECEPTACLE, 1/2 HOT SWITGHE5 3 -WAY 5WITGH 4 -WAY 5WITGH X� 5TD. J -BOX OPT. GEILING MOUNTED FAN 4 OR 5 BLADE 5WITGH CONTROLLED ® RECESSED FRACTIONAL HP EXHAUST FAN LIGFT/EXFAUSMM�NNFlTIONOF 5WITGH CONTROLLED j� COMBO SMOKE I CARBON MONOXIDE DETECTOR Uy SMOKE DETECTOR ® CARBON MONOXIDE DETECTOR -�- RECESSED CAN J-DOX GEILING FIXTURE SPEAKER DIRECTIONAL EYEBALL GAN 24" FLUORESCENT FIXTURE UNDER UPPER CABINET 0 0 0 0 0 INGANDESGENT BAR LIGHT FIXTURE 48" FLUORESCENT L1611T FIXTURE 24" FLUORESCENT LIGHT FIXTURE ELECTRICAL PANEL WALL LIGHT FIXTURE ELECTRIC METER WALL SCONCE GA5 METER NT INTERCOM DISCONNECT SPRINKLER PANEL HOME RUN X� 5TD. J -BOX OPT. GEILING MOUNTED FAN 4 OR 5 BLADE 5WITGH CONTROLLED ® RECESSED FRACTIONAL HP EXHAUST FAN LIGFT/EXFAUSMM�NNFlTIONOF 5WITGH CONTROLLED j� COMBO SMOKE I CARBON MONOXIDE DETECTOR Uy SMOKE DETECTOR ® CARBON MONOXIDE DETECTOR -�- RECESSED CAN J-DOX GEILING FIXTURE SPEAKER DIRECTIONAL EYEBALL GAN 24" FLUORESCENT FIXTURE UNDER UPPER CABINET 0 0 0 0 0 INGANDESGENT BAR LIGHT FIXTURE 48" FLUORESCENT L1611T FIXTURE 24" FLUORESCENT LIGHT FIXTURE V FLOOD LIGHT SURFACE MOUNTED INLAND. mp WALL LIGHT FIXTURE `i WALL SCONCE RgE C) DISCONNECT RECESSED CO JUNCTION BOX 0 DOOR CHIME d �V DOOR CHIME PUSH BUTTON G f THERM05TAT I V FLOOD LIGHT SURFACE MOUNTED INLAND. mp WALL LIGHT FIXTURE `i WALL SCONCE RgE C) DISCONNECT ry JUNCTION BOX 0 DOOR CHIME d �V DOOR CHIME PUSH BUTTON G f THERM05TAT I PUSH DUTTON ADDRE55 Q a Q ILLUMINATED Q 84 ABOVE T.O.G. El < v COMP FILE - ISSUED 4.3.13 REVISED 2.11.14 ISSUED 02-12-2014 mp `i RgE �t Qa a w� U �w a G f I Q� 130 • s COMP FILE - ISSUED 4.3.13 REVISED 2.11.14 ISSUED 02-12-2014 • MAIN FLOOR ELECTRICAL PLAN • • e OWN BY: R.R. CHECKED BY: D.D. . • SHEET NUMBER • A5.0 OF mp ad i m �t Qa a w� U �w a O M c. Q� 130 • s • MAIN FLOOR ELECTRICAL PLAN • • e OWN BY: R.R. CHECKED BY: D.D. . • SHEET NUMBER • A5.0 OF Qa Q� c fl� 00 0 • s • MAIN FLOOR ELECTRICAL PLAN • • e OWN BY: R.R. CHECKED BY: D.D. . • SHEET NUMBER • A5.0 OF UPPER FLOOR ELECTRICAL PLAN ALL ELEGTRIGAL DE516N AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2008 NATIONAL ELEGTRIG GODS GENERA, ELECTRICAL MOTES: 1) PER NEC, SECTION 210.12(8) ALL 15A T 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTEGTION. 2) CARBON MONOXIDE PROTECTION PER FLORIDA 5TATUTE5 553.865 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM. 3) PER NEG 5EGTION 210.8(8)(4) ALL 15A R 20A, 125V REGEPTA6LE5 INSTALLED OUrD00R5 MUST BE GFGI-PROTECTED. 4) PER NEG SECTION 210.6(8)(5) ALL 15A i 20A, 125V REGEPTAGLE5 INSTALLED WITHIN 6OF A 51NK (IN NON -DWELLING UNIT OGGUPANCIE5-i.e. OUTDOOR SUMMER KITCHENS REGEPTAGLE5) MUST BE GFGI-PROTECTED. 5) PER NEG SECTION 406.8(B)(1)15A R 20A REGEPTAGLE5 IN A NET LOCATION MUST BE WITHIN AN ENCL05URE THAT 15 WEATHERPROOF WHEN AN AFrAGHMENT 15 PLUGGED IN AND ALL NON-LOGKING RECEPTACLES SFIALL BE LISTED AS WEATHER RESISTANT, 6) PER NEG SECTION 406.11 IN DWELLING UNITS, ALL 15A T 20A, 125V RECEPTACLES SHALL BE L15TEP AS TAMPER-RE515TANT, 7) PER NEG SECTION 600.156 NO LE55 THAN ONE COMMUNICATIONS OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT. 6) PER NEG SECTIONS 83.14.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED IN51DE EA SLEEPING AREA N) PROVIDE OAS DROPS AS PER COMMUNITY ONLY 10) JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220v IN NON OAS 6OMMUNITIE5, AND IIOv IN COMMUNITIES THAT HAVE OAS OPTION PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE GABLE TV DATA OUTLET " H05E BIB N/ SHUT OFF VALVE H5 1105E BIB GA5 KEY FUEL GAS W/ SHUTOFF VALVE TELEPHONE OUTLET AT +8" ABOVE FLOOR AND COUNTER 120V DUPLEX CONVENIENCE DUPLEX OUTLET 120V DUPLFX CONVENIENCE DUPLEX OUTLET AT COUNTER NP 120V OR 240V, NEATHERPROOF 6FI DUPLEX REGEPTAGLE,N/O.F.1, GFI GFIOUTLET 220V OUTLET 120V DUPLEX CONVENIENCE REGEPTAGLE,1/2 HOT 5NITGHE5 3 -WAY 5WITGH 4 -WAY 5NITGH L 1 ELECTRICAL PANEL J -BOX OPT. GEILING MOUNTED �J ELEGTRIG METER - GA5 METER NT INTERCOM SPRINKLER PANEL HOME RUN 1 J -BOX OPT. GEILING MOUNTED �STD. FAN 4 OR 5 BLADE 5WITGH - CONTROLLED v� REGE55ED FRACTIONAL HP EXHAUST FAN REGE55ED COMBINATION OF LI6HT/EXHAU5T FAN 5WITGH CONTROLLED GOMBO SMOKE / CARBON MONOXIDE DETECTOR O SMOKE DETECTOR ® GARBON MONOXIDE DETECTOR REGE55ED GAN J -BOX GEILING FIXTURE SPEAKER Q DIRECTIONAL EYEBALL GAN 24" FLUORESCENT FIXTURE UNDER UPPER CABINET 0 0 0 0 0 INCANDESCENT BAR LIGHT FIXTURE 48" FLUORESCENT LIGHT FIXTURE 24" FLUORESCENT LIGHT FIXTURE V FLOOD LIGHT SURFACE MOUNTED INLAND. WALL L1611T FIXTURE WALL SCONCE DISCONNECT JUNCTION BOX DOOR CHIME DOOR CHIME PUSH BUTTON THERMOSTAT PUSH BUTTON ILLUMINATED ADDRESS +64" ABOVE T.O.G. d' O CV a .S U N s s COMP FILE - ISSUED q.3.13 REVISED 2.11.14 ISSUED 02-12-2014 UPPER FLOOR ELECTRICAL PLAN v DWN BY: RK . CHECKED BY: D.D. w SHEET NUMBER J�l A5.1 X15 , 1 OF m� Wpb v� w� ri El a 4� �� 6 U�mj �aQ r- U N jpjp-�yy c 0 c 4> G QJ � UPPER FLOOR ELECTRICAL PLAN v DWN BY: RK . CHECKED BY: D.D. w SHEET NUMBER J�l A5.1 X15 , 1 OF s . 4� c 4> QJ � co r T O J UPPER FLOOR ELECTRICAL PLAN v DWN BY: RK . CHECKED BY: D.D. w SHEET NUMBER J�l A5.1 X15 , 1 OF DR HORTON HOMES MODEL: 1667 GARAGE LEFT DR HORTON HOMES MODEL: 1667 GARACTE LEVI' - , SUBDIV ,SION: THE RESERVE AT HIDDEN LAKE SEP'T'EMBER ` 013 SUBDIVISION: THE RESERVE A`1' HIDDEN LAKE � r DTA HORTON HOMES MODEL: 16(,7 GARAGE LEFT 5EP'I EMBER X01 J UBDIVISION: THE RESERVE AT HIDDEN LADE' S>✓F'I'CMBE1� 2013 LOT— BLOCK: POT ___ of --- LOT— BLOCK: P — of _ LUT ..� BLOCK: I'G of KITCHEN 36" UPPERS' KITCHEN 2" UPPER; — BATHS —2411 __ '24" V V 1 - - 41t - � 2 _ --� 36" HIGH FLUS73 ISLAIVi3 TJI � EAR TOP w/16" OVERHANG ""36" UPPERS" — — I 36 HIGH FL,U.SII ISLAND i .8 TOP w/Y 6 G F U —. AR " OF�RRHAN _ Do style: n l C ., Doorstyle:__ � x k Z U �, r " I ER 00 I, t i PARTS: !� 11 I c�r` �'� � �� � � •_.----.-. `� 3 - UF3 WD � <� �, � � � 1=i � P � V,'b �3 - ..BUTT,_ , VSB3334H F3tJ1 '.J i oQrstyle: -''>i 1 UF342F' r/i n . -- PAR'T',�. OWNER'S BA.`I'H I UF6 WO f s 3 UIt 3 WD y 1 - FL2R (VOIDS) 1 U11342P Doorstyle: r 1 - UF3Y v / 1 - FP9634 WD co f 1 - UF6 WD PARTS: M c�J 52"- ... a 00 2 - FL48 (ISLAND BACK q 1 - DtFJ1�3 - Uit'3Y r L. _ PANEL SUPPORT t � ,, , „ , , , !' 3 - 12 ) m 52" _.- 1 - ILZ4 (VOIDS) 1 - b.Il�b I'R`I' U C 5. LC / € = 1 - FP9634 WD 1 - UMf3 BLD 2 - BTK8 PR'r r/ a Outlet tfF6 ' 2 - F'L4�S (ISLAND BACK rt_ (� :............... 2 UMb BLD a , ! PANEL SUPPORT) FDWh: Or tret UVO OCM8 QLD (TOE CAP) _-I 3 CSI2 LC 5 DOORS — - CM8 BLD j s 2 - BTK8 I'P`I' W. 2 UA/18 L3l.l.) --..., .,...._ __ _ oxil:n FIDWE: i 1 - O(:I4I8 BLD I'UE CAP) q 15 - DOORS I C� crJ in ( ) ( CD 3 �`IV BLD -I DRAWERS -�R3 t } " ' IID�VE: VST3;� 3 D- Int `� C << 115 - DC)oRa I> 4 - DRAWERS CY) i' ? ** Pedestal Lavatory in Powder Room*** BAXH 2 1 L o or,� ly T r: I PARTS: r i t lr f?N Li t <.t U a';3 F' 7�tt LiUIL'I'-FN u_; m PANTRY i. T - E`I'K8 PRT - 76't BUILI'-IN 1 - (JMS SLD 143"— - r PAN`I'RY 1 - OCM3 BLD I-IDWE: 2 - DOORS All dintvnsi,v , ' r - llusioi, _ u- tz tlu,JWu7h�tt•, TIAACiERI-AKEIJtStgttet: Jann,lui Ncyd,�ti „taa: 9/I3;2f)1'i •. �•- .- - .�,� , •. _ � „`- • •.: -- - -,ivrn are sub"cet to veri' All tlunun.,rtnts size tlo..t�nau,>un TIMLERIAKE DcsiS;Hor. Junnttw NVVdO❑ lJ :•i 911912013 - _ J tu:atr.tt on I'rinted: 9/19(20 3 „ ,,,,, u Jlud. 111 duvattston; size cicsikn:itidnl. TIIv1l3ERIAKE Duii tiara Jonnilcr Ncfcloat Desi 'recd' 9 S/'?? ; of tiilq and ad'ustntanl to litjob - 1' green ate ,.nbJwtto verification cation on Printed; 9/19/2013 Divx,. - I ,C l_ [, Hato sub to vuitttcation on Printed: 9/44iLO J J J a I ht» is an ort ural dust„g and niu5l ob site tuui ad`uslntenl lc lit'oh c t3 coudilions. s Hol be released or co ' . J J I This lr; uti cingutal desicrt and must lob ,iito and ad•ustruent to lil 'ob 1 wd Little,., J J� This is an original dusigu ttticl ntusl „ applicable tvc hu.; been "ondt6ons. Hot be released or co pier{ unless yPaid tit' jobs I contlilions• real be relu t ed or copied unless inter placed. tpplicnlilc I:ee has been prod orlob upplicublc lac ha., bruit paid or job r urdet' placed. ;., n..r.x. oulat placed. lt,t>7 KIT 36 Cil UJ -13-1.3........ �!�'•°•-.,,`”' ;;:,_ _ ( ) F1oor Phut Di:nving ft; 1 Scale; 0 1/2" l ` 1667 Krr 42 GL (09-15-13 - ) Floret E l to Dru,viug : 1 Scala: 0 1%2"= .1 1667I3A'1'F1S-Ul.?'1'S GL (09-13-13) 11oorPhut Drutviu; If: 1 Scale : iJ 1 2 P DR HORTON HOMES MODE, L: 1-667 GARAGE LEFT DR HORTON HOMES MODEL: 1667 GARAGE LEIS"I' DR HORTON HOMES MODEL: 1667 GARAGE LEFT SUBDIVISION: THE RESERVE AI' HIDDEN LAKE; SEPTEMBER 201:3 SUBDIVISION: THE RESERVE AT HIDDEN LAKE; SEP'T'EMBER 2013 SUBDIVISION: THE RESERVE ATHIDDEN LAKE SEVI'EMDER 2013 LOT— BLOCK: PG — of — LOT _ BLOCK: PG of LOT � BLOCK: PCT of OPT. 30" LAUNDRY UPPERS COUN'T'ERTOPS COUNTER'T'OPS �a 2 4" _t R _ - P UF6Y OPT. LAUNDRY UPPERS —L x O PARIS: OWNER'S BATH 2 - UF6P 1 - z (VOIDS) EDGE: °° TOPCOLOR:_ - 1 _ CMti BLD (OPT.) ` HDWF,: '� w 4 - DOORS o 1R --.•- �1FO' .......... d LI �.JI R " I -�- KITCHEN TOP TOP COLOR: EDGE:_ 6" BA IN KITCHEN ONLY R USED COLORED CAULK R= 2 1/2" RADIUS BATH 2 I� —25" ► TOP COLOR:_ ED Q' is R= 2 1/2" RADIUS 0 1 v _6 All dlntcit5r t . _rizo dusi=t&t[iims TIMBF AKE Litslunar:.IcnhilcrNGVdon I]csit recd; `)!152013 — All tlnudnsions:Size tlu.,t'nanon., jIM E L)nsi =nor: J litil8r _v°don o given Lira sulijectto verilieation on r r - z..•, - t: KE �, of Ne, Dosignetl: /18/,Q13 Allduttvnstan."size desiunatint �' , ' , _... - - - Vrinted: 9/19/201:3 {van arc sub ect to verification o a aF r:;;..... e s TIMLiE6lAK�. Da„tc nut. Jeunifar NcydoH Jesi�Hed; 9! '/9 V ,b site and ati`us4itent to tit'<ib — g J tt Printed. 9/l9[?013 1 S _013 — J`- I J Chis is tin orty_tnal ticstgu incl nmst job site and ad'tt. / given are subject to verification on Printed: 9/19,'20 conditions. i adjustment t t fit Job y i ht. t., Liu tSrt incl dc.,i Lit and trust rinted: 13 r �b site unit adjustmctt[ to hl Job Thi; ,:, an ori &inal de.; eti anti must not be idea ad or copied unless conditions, not berelc<t;cd or co tied wiles I fi b p t Icr placed r tris bean applicable lee has becn paid or Job condilious. Hut be released or copied unless p i i oldel p ac lac has be n paid or Job m -- 3 pp pard or ob Srtlo : U /• _ order placed. order placed. 01J Ob F3ATIIS-GI 15 GL (t)1 -1S -U ,... _:... Tloot Plan Dunving J 1 L _ 1 1667 biT 34 GL (U9 -1b -1o) Fluor Plan Drawing d: 1 ti ado.: 0 1/2” _ 1' 1667 BA'1•PIS-t iPT5 GL '09-13-13 — PTID —15 -- - ( ) CABINET LAYOUTSa2 SCALE: N.i.S. CABINET LAYIXliS ° DWN BY: R.R. ° CHECKED BY: SHEET NUMBER ° CB -1 e OF ° d • e to ' t 0 'u rr^^ ^v^lii t t t.f 1� v OVC �ti C � gor A QJ p s ° 4 ° CABINET LAYIXliS ° DWN BY: R.R. ° CHECKED BY: SHEET NUMBER ° CB -1 e OF ° d • e to ' t 0 'u rr^^ ^v^lii t t P4 'E� Vi tPq o w'g a OVC �ti C � gor A QJ a 0 • CABINET LAYIXliS ° DWN BY: R.R. ° CHECKED BY: SHEET NUMBER ° CB -1 e OF ° • e rr^^ ^v^lii QJ Q) f` o � � co J • • CABINET LAYIXliS ° DWN BY: R.R. ° CHECKED BY: SHEET NUMBER ° CB -1 e OF ° 0 n _ � n A } *a 2"X6"� n FACIA 0. OUTLOOKERS @ 24" O.C. - ARROW INDICATES LONG DIR. OF PLYWD. GABLE END TRUSS (WEBS REMOVED FOR CLARITY) N. X = 8d RING SHANK C) .3" U.C. ON EACH SHEET OF PLYWOOD 0 = 8d RING SHANK @ 6" O.C. ON EACH SHEET OF PLYWOOD ❑ = 8d RING SHANK @ 8" O.C. ON EACH SHEET OF PLYWOOD NAILING 5CI'-IEP./GA5L E v�.c.1 RTA FdPW LIFE 0 = 8d ringshank @ 6" O.C. ON EACH SHEET OF SHEATHING NAILING SCI r=0./HiP 8C,4LEs N+TA ++++, Led er 5tri +tt+ +++ Sole late to joist or + t + t +++t++ t+++ blockin face nail ++++ +++++ +++++ &.1 Wood framing Structural members. Southern Yellow Pine ++++ ++t+ *++++++++ +++++++++ To of sole late to stud, lid common ++++ and nailed ++++ + + + + Stud to 'sole late, toe nail + + + + +++ Doubled studs, face nail +++++ + + + + r r++ Doubled to plates, face } + } + r r r++ 16" aloneeach nail Southern Yellow + + + + + + + Continuous header to r + + + + + + + r 3 'stud, toe na i I OTHERWISE ON PLANS Design methods. 1X8 5heathin or less to rr+r+r+++ + r + + r 51-0II RIDGE LINE 1.1 Gang -Lam. stress grades Shall provide the Following minimum properties: +rrr+++++ rrr+rrrrr 3 each bearin ,face nail + t + + + + + + The foundation system for the attached project is designed for a minimum soil + r r + + + + + I(od common 24" O.C. Build -u _ riders and ++++++++ 1I1 ++++++++ ++++ and bottom and ++++ 5ta erect 2 ends +++ at each + ++++ ++++++++++++++ ++++ ++ + + + + + +,+++t /+++++�+_++%+++t++++ + + + + + + + + + + + + t + t + + t + t + + ++t + r + + ++++ ++++++++++ +++}++++ +++ + + + + ++ + ++++ + + ++ + t r + + + + + + + +t+++++++++ +,+++++++.++++t ++ .,+++++++*, +++++++++ ++++++++++ ++++++ +++ +++++t +++++ ++ SCHEDULE- 145 mph ZONE (MAX) +++++++++ t SdRINCxSHANKm3"O/G + + + + + + + + + + + tv GA5L.F END WALL OR OR BUILDING END ZONE Sd RING SHANK to 6" O/C +++++++++++ ++++++++++ SdRINCxsNANKmB'O/G INTERMEDIATE +++++++++++ SHEATHING NAIL PATTERN NOT TO SCALE TYPICAL NUB INSTALLATION TYPICAL META / META INSTALLATION BUILT-UP COLUMN L EVERY NAIL LE W/16d ILS "04' "J" BOLT OR "0 WEDGE ANCHOR MIN. 5" EMBEDMENT SIMPSON MMTSiO 1111 (4) 1/4" x 1 1/2" TAP- coN5 INTO TIE 5EA RETR01=1T-MT5 ANCHOR TYPICAL NTS INSTALLATION SIMPSON HTT - TYP. 3/4"0 THRU BOLT - SIMPSON HTT TYP. -GIRDER TRUSS -FILL EVERY NAIL HOLE W/16d NAILS - 2X TOP PLATE FILL EVERY NAIL HOLE W/16d NAILS 2 X B.U.0 TYPICAL Wn TO MUILTAIr COLUMN DETAIL 2406.3 HAZARDOUS LOCATIONS 00AT I ®NS FOC 2406.5 2406.3 THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS AND FIXED AND SLIDING PANELS OF SLIDING (PATIO) DOOR ASSEMBLIES. 2. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE DRAIN INLET. 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 -INCH (610 MM) RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE. 4. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIED IN ITEMS 2 AND 3 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT (0.84 M SQ.). 2. BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR, 3. TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE PLANE OF THE GLAZING. 5. ALL GLAZING IN RAILING REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE INCLUDING STRUCTURAL BALUSTER PANELS AND NON STRUCTURAL IN -FILL PANELS. 6. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EDGE OF THE GLAZING IS 1) LESS THAN 60 INCHES (1525 MM) ABOVE THE WALKING SURFACE ON THE POOL SIDE, AND L) 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. •r + 1 Y CONT. 45 E;A 2"x 4" COLUMNS W/ (1) ROW 2"x 6" OR 2"x 8" COLUMNS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 1/2") (D = 0.162", L = 3 1/2") NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4 -PLY, PROVIDE 1/4" DIA. OPPOSITE SIDES OF THE COLUMN x 5 1/2" LAG SCREWS OR EQUAL 2) ALL NAILS PENETRATE AT LEAST 3/4 (SPACE AS SHOWN FOR 3 -PLY) OF THE THICKNESS OF THE LAST LAMINATION 5) FOR 5 -PLY, PROVIDE 1/4" DIA. 3) FOR 3 -PLY, COLUMN SHALL BE x 7" LAG SCREWS OR EQUAL NAILED AS SHOWN FROM EACH SIDE (SPACE AS SHOWN FOR 3 -PLY) (ONE INTO EACH OUTSIDE FACE OF 6) REFER TO NDS SECTION 15.3 B.U.C., SAME NUMBER OF ROWS, FOR ADDITIONAL INFORMATION SAME SPACING) JACK POST NAILING NOT TO SCALE Structure l Notes I.) CODES: 1.1 The Florida Building Code (2010 Edition). 1.2 Building code requirements for reinforced concrete (ACI 31800 TOP OF BOND i:3EAM STEP MASONRY WALL STEP NOT TO SCALE I �lJ"_'� I L I I `�� >4EDJLE Led er 5tri lrod common 3 at each joist Sole late to joist or trod common 16" O.C. blockin face nail 2.3 structures (ASCE -1.10). &.1 Wood framing Structural members. Southern Yellow Pine light plate connected wood trusses" b the truss late institute, TSI 1,200i ed. and y p 1.4 To of sole late to stud, lid common 2 and nailed load for shingle roofs: 25 PSF(15 PSF T/C 4 10 PSF B/C) dead load For the roofs. buildings (AISC 9th edition). "Design Stud to 'sole late, toe nail 8d common 4 Doubled studs, face nail lod common 24" O.C. Doubled to plates, face lOd common 16" aloneeach nail Southern Yellow ed e Continuous header to 8d common 3 'stud, toe na i I OTHERWISE ON PLANS Design methods. 1X8 5heathin or less to Sol common 2 each bearin , Face nail 1.1 Gang -Lam. stress grades Shall provide the Following minimum properties: Over IXS sheathin to 8d common 3 each bearin ,face nail 3.1 The foundation system for the attached project is designed for a minimum soil 5ui Id -u corner studs I(od common 24" O.C. Build -u _ riders and 20d common 32" O.C. at to beams u to three members Table 8401.4.1 (FSC -R) For Sand, Silty Sand, Clayey Sand, Silty Gravel and Clayey and bottom and PC,1 = 1020 1 51 (perpendicular) 5ta erect 2 ends Fcll = 3,180 PSI (parallel) at each It is the Contractors responsibility to have a geotechnical investigation conducted to s lice I/2" C� sum 5heathin 11 a 1-1/2" 4"O.C. at ed es -i/16 " hea d 8" o.c. at other bea r in 5/8" Cx sum 5heathin 11 a 1-3/4" 4"O.C. at ed es 8) STEEL. 1/fro " hea d 8" o.c. at other bea rin G sum Wallboard Installation of all Steel to be perFormed by a qualified, licensed steel erector. Fabricate "Specifications 4.1 1/2" 1-3/8" dr wall nail 71"O.C. on ceilin s and erect all structural steel in accordance with RISC For the design, 4.3 8"O.C. on wa I Is Fabrication, and erection of structural steel for buildings. 4.4 ,OSTM ,4185. Detail reinforcement in accordance with AGI 315. 1-1/2" dr wall nail 7"O.G. on ceilin s 4.5 Concrete coverage of reinforcement: Footings 3: bottom and sides. � 8"O.C. on walk, Hardboard La Sidin , 86 corrosion resistant l�" O.C. at to Direct to to s with minimum shank and bottom ed es with (ox6 w1 -4x w1.4 W.W.F. at mid depth of Slab. fibermesh may be used in lieu of WWF dia, of 0.0990 inch Where steel beams are continuous over columns, provide web stiFFener plates on each Side of the and minimum head web, of a thickness equal to beam flange thickness, located at the center line of the tube column. dia. of 0.240 inch 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 Hardboard La Sidin , 106 corrosion resistant fro" O.C. at top over 's eat ins with minimum shank and bottom ed e5 9.) TRUSSES: dia, of 0.0990 inch MASOi\RY: and minimum head 5.1 Design and construction shall conform to the speciFication of the National concrete masonry dia, of 0.240 inch 9.1 ALL CONNECTORS SPECIFIED AS PER SIMPSON GATA�..00:> C-2011. CONTACT Association and ACI 530. Contractor is Solely responsible for all temporary bracing and shoring THE STRUCTURES GROUP, INC., FOR ALL CONNECTOR SUBSTITUTIONS. Hardboard Panel 51din , rod corrosion resistant ro" O.G. at ed e5 Direct to Studs with minimum shank 12" O.C, at dia. of 0.0920 inch Intermediate Mortar shall be type S or M_ and minimum head 5u ports 5.4 dia. of 0.225 inch IS REVISED BY ANY OTHER PARTY (TRUSS MANUFACTURER, CONTRACTOR, OTHER 5.5 Fill cells w/(1) #5 bar shall be located PER PLAN ( 4'-0" O/C TT -F.) at each corner and each Hardboard Panel sidin , 8d corrosion resistant 6" O.C. at ed es Over to Stua-5 with minimum shank 12" O.G. at dia. of 0.0920 inch Intermediate CONSTRUCTION COSTS RESULTING FROM TRUSS PACK,4C-�E REVISIONS DEVELOPED BY OTNE and minimum head su orts dia, of 0.225 inch 1.3 American Society of Civil Engineers minimum design loads for buildings and other (0•) WOOD: w 2.2 Balconies -00 FSP live load or adjacent living space live load. X0.2 Desi n, fabricate and erect wood trusses in accordance with the "deli n specification for metal 2.3 structures (ASCE -1.10). &.1 Wood framing Structural members. Southern Yellow Pine light plate connected wood trusses" b the truss late institute, TSI 1,200i ed. and y p 1.4 Specification for the design, Fabrication and erection of structural steel for Pea ders/Beams/Posts± Southern Yellow Pine �l SCSi, 2008 ed. Cif applicable>, � load for shingle roofs: 25 PSF(15 PSF T/C 4 10 PSF B/C) dead load For the roofs. buildings (AISC 9th edition). "Design Bearing Wall Wood Stud Framing± Southern Yellow Fine #2 studs 2"x 4" spaced � 12" O.G. 1.5 Specification for light metal plate connected wood trusses" by the Truss Southern Yellow Pine #2 studs 2"x &" spaced 0 10" O.C. shin lea over felt. 5/8" C.D, rade plywood (19/32" OSE5) when usin concrete / ceramic tile roofin g g toy � g g Plate Institute (TPI) 1985 Edition. Southern Yellow Pine #1 Studs 2"x 4" spaced /@ 1(o" O.C. 2.) DESIGN CRITERIA: UNLESS NOTED OTHERWISE ON PLANS Design methods. 2.1 Dwelling floors - 40 PSF live load. W w 2.2 Balconies -00 FSP live load or adjacent living space live load. X0.2 Desi n, fabricate and erect wood trusses in accordance with the "deli n specification for metal 2.3 Walkways - 80 PSF Live load. J light plate connected wood trusses" b the truss late institute, TSI 1,200i ed. and y p 2.4 Roof over I i v Ing areas - 30 PSF live load, 17 FSP (I FSF T/C 4 10 FSI= E3/C,) dead SCSi, 2008 ed. Cif applicable>, � load for shingle roofs: 25 PSF(15 PSF T/C 4 10 PSF B/C) dead load For the roofs. 6.3 A I l exposed wood or wood in contact with earth or concrete to be pressure treated. 2.5 Wind Speed -139 MPH and has been interpolated as allowed by note 2 in Figures R301.2(4) 6.4 Roof sheathing: 1/2" C.D. grade plywood Cor 15/32" OSB), when using fiberglass/asphalt and 1�09A in the FBG - Residentia I and FSC. Interpolation has been conducted using shin lea over felt. 5/8" C.D, rade plywood (19/32" OSE5) when usin concrete / ceramic tile roofin g g toy � g g the property location and the Applied Technology Council l.UindSpeed Website. 6.5 Untreated wood shall not be in direct contact with concrete. SEAT plates Shall be provided p 2.6 Note all structural members in the residence will be designed using Allowable Stress at bearing locations without wooden top plates. Design methods. �.) GANG- LAM LVL: 2.-i 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 FSI 3.1 The foundation system for the attached project is designed for a minimum soil Fb = 3,100 PSI bearing pressure of 2000 pSF. The soil bearing pressure is in compliance with Ft = 2,300 PS1 Table 8401.4.1 (FSC -R) For Sand, Silty Sand, Clayey Sand, Silty Gravel and Clayey PC,1 = 1020 1 51 (perpendicular) Gravel (5W,SP,SM,SC,C•;M and GC) Fcll = 3,180 PSI (parallel) 3.2 It is the Contractors responsibility to have a geotechnical investigation conducted to Fv = 290 PSI verify that the on-site soil conditions fulfill the soil desigrl characteristics listed here. Contact engineer if other types of LVL beams are to be used. Contractor to submit geotechnical engineering report toingineer of record for review. 8) STEEL. 4.) CONCRETE: Concrete compressive strength at 28 days: 3000 psi (normal weight). 8.1 Installation of all Steel to be perFormed by a qualified, licensed steel erector. Fabricate "Specifications 4.1 4.2 Reinforcing bars: ,OSTM A015 (Grade 60). 8.2 and erect all structural steel in accordance with RISC For the design, 4.3 Welded wire fabric (UJIIF): Fabrication, and erection of structural steel for buildings. 4.4 ,OSTM ,4185. Detail reinforcement in accordance with AGI 315. 8.3 8.4 Structural steel to be ASTM A30 unless noted otherwise. Steel Wide Flange to be ,OSTM A592 unless noted otherwise. 4.5 Concrete coverage of reinforcement: Footings 3: bottom and sides. � 8.4 Steel tubing Shall be ASTM 4500, grade P, 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 3/16", AWS certified welders. with (ox6 w1 -4x w1.4 W.W.F. at mid depth of Slab. fibermesh may be used in lieu of WWF 8.6 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. 4.7 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: *'& bar 36", #5 bar 30", #4 bar 24", #3 bar 18". Contractor until required connections or elements are in place. 4.9 S0 degr�ree hooked bars shall have a 10" leg and be bent with a radius of 2" 9.) TRUSSES: 5.) MASOi\RY: 5.1 Design and construction shall conform to the speciFication of the National concrete masonry 9.1 ALL CONNECTORS SPECIFIED AS PER SIMPSON GATA�..00:> C-2011. CONTACT Association and ACI 530. Contractor is Solely responsible for all temporary bracing and shoring THE STRUCTURES GROUP, INC., FOR ALL CONNECTOR SUBSTITUTIONS. required during construction, 9.2 PRE-ENC-;INEERED WOOD TFUSSES TO 5E SPACED � 24" O,,G. TYPICAL 5.2 Minimum masonry unit Strength: (Fm) 1900 PSI UNLESS NOTED OTHERWISE ON TRUSS ENGINEERING PACKAGE_ 5.3 Mortar shall be type S or M_ 9.3 IF THE TRUSS INFORMATION PROVIDED IN THESE CONSTRUCTION DOCUMENTS 5.4 All Block cells and cavities below grade shall be Filled with concrete. IS REVISED BY ANY OTHER PARTY (TRUSS MANUFACTURER, CONTRACTOR, OTHER 5.5 Fill cells w/(1) #5 bar shall be located PER PLAN ( 4'-0" O/C TT -F.) at each corner and each side of DESK:;N PROFESSiONAL), IT.; IS THE CLIENTS RESFONSI�31LITY TO SUF3MIT CHANGES TO openings greater than or equal to (o' -O". fill cells w/(2) *5 vert. shall be located at each THE STRUCTURES GROUTz1, INC. FOR REVIEW. THE CLIENT IS RESPONSIBLE FOR ANY Side of openings 10'-0" and greater, at all girder bearings, including hip -set girders. CONSTRUCTION COSTS RESULTING FROM TRUSS PACK,4C-�E REVISIONS DEVELOPED BY OTNE p;J 03 pq p �1 '''®��0 glisffig:'mOG W • OD CO 4k P t ,112, I TO ORWA STRUCfM WW ON RM PAM OpN�LT. 1lE Q1UF 0 NOT R�ONME "M L'o the beast of the engineer's kricwlrclg% the plzuis and sfAcifiCaLtions Calply with the .lun.uuL"n rccjuirements of Tlie Ploridu Building :ode - Residential. CAM Rdkian) FMW* Old gwWfta Um 00804y ■Ith to Pkx - , "1711011 "M r4m end sptrloatt" ■Rh the Plarsda CAM aadwl, seogon lam in mph amd maw This drawlIng is valid fn1' 12 man** after the date It is s and s"1ed or unfit M1a1 ragAmw** or MW eftlan of the Mortda1 "dMg Coda is ibis % anal s"lsd w !hs shuawral of the dravou onki. 4 clads, i�i o for ~I referanes onliy and ars not oovowd under REV. I DATE & COMMENTS I BY U) U) W w 0 0 z = J Q Z � 0 IIII- U p D � JOB NUMBER: 2012 DATE: JUNE 1, 2013 DRAWN BY: SCALE: SHEET NUMBER S 1 SIGN & FIC -8 13 2014 " cW10d "*VW taae kwulstlon ypt4m with esu VSkmt kwWatlan rat ®t 1- � w tar use in the r rr�tna Ifbu�ageb to be V*Mlleed�y Ifled Ike ftul ttlan kwtafller. I to �t�vl®le gator with boulatl®n t; erilfl�ta alt t1alw at ketalleti�n, PRE—ENGINEERED WD TRUSS 024" O.C. U.N.O. 12 PEEL AND STICK ROOFING UNDERLAYMENT (TILE) (TYP) VARIES 15 LEI ROOFING FELT (SHINGLES) HURL3RICmt IANCHtM O EACH TRUSS (SEE UPLIFT SCHEDULE) SINNOU3 OR CONCRETE TILE (INSTALL AS PER MANUF'ACIUREI2) TILE ROOF MMIM ' INetl9l lfii MANOR oft1P14w PW"A 4T Oft ONNAA141NIs 4 rATHM aewNHV To To IpUm NlA wm Ad 11stIMAff1b wlTa 4d 10IN04"AW NAILA w s'0v NAIL A s°aaarsmamoApak `' 0#$-- MINM 1 v TOP SPLICE I -DOUBLE 10d /--10d Q 8" 0/C • v NOTE: LV BOTTOM SPLICE _ DRIP PLATE LENGTHS MUST BE OVER STUD 1/2" CD (CEILING FASCIA BOARD AT LEAST 8'-0" LONG. TYPICAL DENSITY BOARD) TOP PLATE SPLICE g WN 1 3/8" DRYWALL 8"X8"X18" KNOCK—OUT BLOCK SCALE: N.T.S. NAILS OR DRYWALL yy/ 1#5 CONT PIECES SCREWS 7" LLSO/C W/ 2500 P.S.I. CONCRETE CLG.dc 8" 0/C WAIS SEE UPLIFT SCHEDULE 1X P.T. NAILER 8" C.M.U. TYPICAL FOR UPLIFT CONNECTIONS STD. 90' HOOK SEE DETAIL THIS SHEET TYPE "S" MORTAR R4.2 MIN. INSULATION ON EXT, BLOCK WALLS #2 SYP. DOUBLE TOP PLATE 1X WD FURRING DECORATIVE COATING SIMPSON SP4 CONNECTOR 024" 0°C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. REBAR IN FILLED 1/2" CDX PLYWOOD OR 7/16" CELLS. SEE FOUNDATION PLAN O.S.B. SHEATHING REQ'D. FOR FOR LOCATION. ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN, 8' CM.0 WALL w/ DURO-WALL ATTACH SHEATHING W/ 8d HORIZONTAL WALL REINFORCEMENT RINGUSHANK NAILS 0 3" O.C. 0 1X P.T. BASE NAILER AT EVERY 3rd. COURSE CONT. BOUNDARIES, 4" O.C. 0 EDGES, BASEBOARD 4"X4" INSPECTION PORT AND 0 6" O.C. 0 FIELD AT EACH FILLED CELL TYPICAL w MIN. 2500 PSI- c J TERMITE PROTEGTION MU5T GOMPLr WIT I SEr,, 10cf.3.4, CONC SLAB CL 1403.8, 1503.6, 1616, 2303.1.5.3.1, 2303.1.8 AND 2304.11 (FBG 2010) 6X6 W1.4XW1.4 WWF N HEADER BLOCK U.N.O. 4 N z SIMPSON SP4 CONNECTOR GRADE (9 EACH STUD 6 MIL VAPOR BARRIER\��\� \\ NOTES: 3 1/2" MIN. y 1. FILL ALL CELLS WHEN / STEM WALL IS 12 RE -ENGINEERED WOOD TRUSSES 0 24" 0/C CTYP� SEE EL EY UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" TOP PLATE SIMPSON SP4 p EA. STUD /- CRICKET AS REQUIRED "5 RE15AR, GRADE 60 (SEE PLAN FOR NUMBER AND - LOCATIONS) CMU MASONRY UNITS COMPLY WITH cO ASTM C90, GRADE N W1 Pm = Moo PSI. TYPE '5' MORTAR. GROUT ALL CELLS SOLID. �l GROUT =3,000 PSI. SLUMP RANGE 8' - W. ROD OR VIBRATE GROUT ADEQUATELY TO ENSURE � CONSOLIDATION OF GROUT (NO AIR POCKETS). GROUT SHALL COMPLY WITH ASTM C4"16-83 AND BE F1TH FIN!_ GROUT. WOOD WALL -ATTACHMENT ATTACH WINDOW FLANGE/FRAME TO BUCKS WITH MIN #8x2Y"" WOOD MASONRY WALL OR WOOD SCREW 0 8" O.C. OR AS REQUIRED BY WINDOW MANUFACTURER TO FRAMED WALL MEET REQUIRED WIND PRESSURES. ,.,,,, OPENING PREFORMED FowER5 STEEL - - -4 LINTEL SHALL_ BE "9 REBAR, GRADE rc o ALVANIZED COIL STEEL AS SIMPSON SP4 @EA. STUD (SEE PLAN FOR NUMBER AND • MANUFACTURED BY POWERS 2"x P.T. PLATE MAIN SPAN ROOF TRUSS LOCATIONS) ° STEEL AND UWIF_ PRODUCTS, INC STEEL MASONRY WALL ATTACHMEN 1 /2"0 WEDGE TYPE ANCHOR BOLT © 24" O.C. STUD OPTIONS:W/4" MIN, EMBEDMENT 2"x 4" SYP #2 SPACED 0 12" O.C. 2"x 6" SYP #2 SPACED 0 16" O.C. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. 2°x 4" SYP #1 SPACED 0 16" O.C. AND FILLED W/ 2500 PSI CONCRETE R-11 INSULATION I 1 #5 VERT. IN CONC. FILLED CELL W STD. 90' HOOK IN K.O. BLOCK (1) ROW 2x BLOCKING FOR WALL HOT. 58'-6". (2) ROWS 2x BLOCKING FOR WALL HOT. > 8'-6". LOAD BEARING OR EXTERIOR WALL 1/2" 0 EPDXY ANCHOR C:A 24" O.C. W/6" MIN. EMBEDMENT (USE SIMPSON SET EPDXY) OR 1/2" X 6" J BOLT @24" O.C. 6X6 W1.4XW1.4 WWF CLEAN POISONED AND COMP. // // // z W z BETWEEN : ' . :..:....., ....:... - ....:. -> SOIL. (95% MODIFIED PROCTOR < \\/\\/\\� - w < 24' AND 40" IN HEIGHT p. PER ASTM D1557)/�\/ cn ABOVE GRADE. 00 3 t/21-.....- .............. __...... :`......, STD. 90' HOOK n�j//, 3 SEE DETAIL)2. FOR STEM WALLS SEE PLAN c MIN. CLR. ( GREATER THAN 40" SEE PLAN HIGH- CONSULT ENGINEER SEE PLAN 4" SEE PLAN 8" TYPICAL STEMWALL WALL SECTION I U.N.O. MIN. CONTRACTOR TO PROVIDE SOIL TREATMENT SCALE: N.T.S. TYPICAL PEAfRINC;T WALL 0jTEP � DOCUMENTATION TO INSPECTOR FOR REVIEW. SCALE: N.T.S. 1x P.T. BASE NAILER 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL BASEBOARD ` 6x6 W1.4xW1.4 WWF Zr� STD. 90' HOOK (SEE DETAIL) Z --� - --� ` 00 :z: 6 MIL z z MJ // ° 4 • • r / \ \ _ L VAPOR / p W BARRIER w \ z ./�\ V) 3.. MIN. CLR. #5 REBAR CONT. CLEAN POISONED AND COMP. SEE PLAN I SOIL. (COMPACTED TO 95% MODIFIED ON 3" CHAIRS TYP. J� PROCTOR ASTM D1557) SEE PLAN CONTRACTOR TO PROVIDE SOIL TREATMENT DOCUMENTATION TO INSPECTOR FOR_'N VIEW. ALTERNATE MONO --FOOTING 2 1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINSHANK NAILS 0 3" 0/C BO( 4" 0/C EDGES, AND 6" 0/C FIELD. \f (1) ROW OF BLOCKING FOR WALL - v 8'-6" (2) ROWS FOR WALLS > 8'-6" / 1/2"0 WEDGE TYPE ANCHOR BOLT Cd) 24" O.C. W/4" MIN. EMBEDMENT 6X6 W1.4XW1.4 WWF —� 6 MIL VAPOR BARRIER D° \ _ MIN. CLR. #5 REBAR CONT. SEE PLAN ON 3" CHAIRS TYP. SEE PLAN TYPICAL EXTERIOR FRAME MONOLITHIC FOOTING SCALE: N.T.5. ' STUD OPTIONS: 2"x 4" SYP #2 SPACED @ 12" O.C. 2"x 6" SYP #2 SPACED ® 16" O.C. 2"x 4" SYP #1 SPACED 0 16" U.C. WOOD SIDING TO FINISH 6" ABOVE FINISHED GRADE OR DECORATIVE CEMENT OVER WIRE LATH IMPSON SP4 0 EA. STUD 2X P. . PLATE c0 z / W a Z WALL 3 SCALE: N.T.5. NOTE: SEE SECTION C/S2 FOR ADDITIONAL INFORMATION SIMPSON SP4 CONNECTOR--\ - (1) ROW 2x BLOCKING FOR WALL HOT. .8'-6". (2) ROWS 2x BLOCKING FOR WALL HOT. > 8'-C. 1/2"0 WEDGE TYPE ANCHOR BOLT @ 24" O.C. W/4" MIN. EMBEDMENT 2"x PLATE 6X6 W1.4XW1.4 WWF D .. D / / 4" cn � / \ #5 CONT. /�\/j�\�j/ %\ NOTE 1/2"0 KWIK BOLT II 8" SEE PLAN 8" W/ 6' EMBEDMENT MAY BE USED IN LIEU OF ANCHOR BOLTS. TYPICAL INTERIOR BEARING WALL 5 SCALE: N.T.S. NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT /--KNOCK-OUT BLOCK W/ (1) #5 NOTES: �1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. 2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL I✓ILLED LINTEL 456rzMI=3LY SCALE: N.T.5. SCALE: N.T.S. /-8" C.M.U. -SINGLE 2"x P.T. STUD -#5 VERT. IN FILLED CELL 1/2" x 6" "J" BOLT © 24" O.C. VERT, OR 1/2" X 6" WEDGE ANCHOR !"x P.T. PLATE FRAME WALL TO C.M.U. WALL CONNECTION SCALE: N.T.5. (2) 2"x 12" WOOD HEADER W/ 1/2" PLYWOOD FLITCH PLATE UNLESS NOTED OTHERWISE ON PLAN (2) SIMPSON MSTA24® EACH END UNLESS NOTED OTHERWISE ON PLAN 2 -ROWS 16d NAILS STAGGERED 0 16" 0/C EACH FACE OR 3 -ROWS 16d NAILS STAGGERED 0 16" 0/C FOR 2"x10" OR GREATER HEADER 16d NAILS 0- 16' 0/C .31 SEE FLOOR PLAN FOR HEADER SIZE 2"x4" CRIPPLE STUD (1) 2"x4" TRIMMER TYPICAL SEE STUD (TYP.) FLOORPLAN FOR COLUMN SIZE POST UNL SSPNOTED OTHERWISE H ON PLAN P.T. BOT. PLATE * UPLIFT CONNECTIONS REQUIRED AT LOAD BEARING WALLS ONLY LOAD E3E,4RING/EXTERIOR WALL HEADER DETAIL SCALE: N.T.S. BLOCK WALL BEYOND EXPANSION JOINT VARIES H.D. RECESS 4" A D --- -=- \ \� (2) #5 CONT. 6CALE: N.T.B. 4 GRADE SHALL 13E T ASTM GRADE C (Fye 2X PT BUCKS ATTACHED TO MASONRY W/ J"Ox2j" MIN SHORE LINT9159KA'REQUIRED EMBED TAPCON MASONRY SCREWS AT 8" O.C. MAX AND TO COMPENSATE FOR DEAD AT 4" FROM CORNERS. SET BUCKS IN CONTNUOUS LOAD DEFLECTION OF SEALANT BED NOTE; 1"x P.T. WINDOW/DOOR BUCKS MAY BE USED IN LIEU OF NON -CURED MASONRY GROUT. THIS SPEC WITH FLORIDA PRODUCT APPROVED DOCUMENTATION. SHORING TO REMAIN IN PLACE WINDOW/ DOOR BUCK AND FASTENER SPECIFICATIONS SHOWN ON A MINIMUM OF 14 DAYS TO FLORIDA PRODUCT APPROVAL DOCUMENTS OVERIDE THE ALLOW FOR CONCRETE GROUT SPECIFICATIONS SHOWN HERE. CURING. POIUERBOX LINTEL BEAM DETAIJ_ I t WINDOW / DOOR E3UCK ATTACHMENTS 18 SCALE: N.T.S. 6X6 W1.4XW1.4 WWF 4" g" \—(1) #5 CONT. MIN. TYPICAL THICKENED SLAE3 EDGE 10 SCALE: N.T.5. TRUSSES /- SEE UPLIFT SCHEDULE 4' CONCRETE SLAB 6'X 6' UWIAWIA WWF 11 SGD SECTION NOT TO SCALE TOP COURSE 8'XS'XI6' CONC. K0. BLOCK W/ POURED CONC. 4 1-"6 REINF. CONT. PRECAST CONIC. LINTEL U1/ REINFORCING DOOR TRACK (SEE FLOOR PLAN) BET TRACK IN A FULL BED OF CAULK CLEAN, POISON AND COMPACT SOIL (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) BEE PLAN NOTE: INSET TRACK FROM OUT5I1DE FACE OF BLocK 1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS @ 3" 0/C BOUNDARIES, - 4 4" 0/C EDGES, AND 6" 0/C FIELD. STUD OPTIONS: 2"x 4" SYP #2 SPACED CSA 12" O.C. (1) ROW OF BLOCKING FOR WALL 2"x 6" SYP #2 SPACED ® 16" O.C. <_ 8'-6" (2) ROWS FOR 2"x 4" SYP #1 SPACED @ 16" O.C. WALLS > 8'-6" 1/2"0 WEDGE TYPE OOD SIDING TO FINISH 6" ABOVE FINISHED ANCHOR BOLT @ 24" O.C. DECORATIVE CEM NT DE OR W/5" MIN, EMBEDMENT OVER WIRE LATH 6X6 W1.4XW1.4 WWF 51MPSON SP4 0 EA. STUD G 2X P.T. PLATE \//\// /\/ cc)E � � � � GRADE 6 MIL VAPOR BARRIER CLEAN POISONED AND COMP. w z SOIL. (95% MODIFIED PROCTOR w J PER ASTM D1557) 3 MIN. CLR. NOTES: SEE PLAN SEE PLAN 1. FILL ALL CELLS WHEN ON 3" CHAIR STEM WALL IS BETWEEN 24" AND 40" IN HEIGHT ABOVE GRADE. 2. FOR STEM WALLS GREATER THAN 40" HIGH- CONSULT ENGINEER TYPICAL EXTERIOR FRAME WALL 12 STEM WALL FOOTING SCALE: N.T.S. 3. SILL c� N I IMl NIVILIN I Ut IAIL ABUVE. WINDOW SECTION 13 5C ALE: N.T.S. PRECAST LINTEL (W/(1) #5 CONT: FOR OPENINGS GREATER THAN 6'-0". SEE • PLANS FOR ADDITIONAL REQUIRED REINFORCEMENT. WINDOW BUCK ALUMINUM WINDOW CAULK GEA. WINDOW PRECAST CONC. SILL TYP. SECTION THRU LUINDOW 14 SCALE: N.T.S. EXTEND FILLED CELL REINFORCEMENT TO PAD MAT REINFORCING LINE OF CONT. STEM WALL FOOTING CONT. FOOTING_.,,. ° 2 STEEL SEE SCHEDULE — & FIND. PLAN FOR FOOTING DEPTH MIN. & REINFORCEMENT TYPICAL PAD FOOTING DETAIL FOR STEMWALL FOUNDATION / 1� SCALE: N.T.S. FILLED CELL W/ #5 VERTICAL 4) 1/2"4 x 6" "J" BOLTS @24" O.C. OR 1/2" X 6" WEDGE TYPE ANCHOR ONT. WOOD TRIM 4 �4* 2"x6" P.T. WOOD JAMB NOTE: SEE PLAN FOR GARAGE DOOR ENGINEERED WINDSPEED DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER TYPICAL GARAGE DOOR lin TRACK MC)UNTING DETAIL SCALE: N.T.S. r ep ^% a � 6 FA if F a 9 1000 AIVIEZ C�.> m P * ODCA .� 0-4 low a . O>AiAC ORAffNQ6 AfIE 1fE PRQPf]f1Y DF ISAI PRfl1tL pi- ANY � Olt IMMJN9 tCS � 1�s NOTE; IT IS THE OWWACTORS MPMUM TO REKW ALL WAYM BEFORE CONSFIJC" BEM THE ""M OF RECON IS IilMPO ME FOR 1NE S1RU9IURIY NIIEMW OF 1NIS PRQECT ONLY. ANY MIEPANCY MW DRAB_ IBIlN.W 6IE1H09S, AAM IHM TO TW A1fTEN110N OF 7W ENGNNR OF RECON PRIOR To THE CONI OF 19N COMACTgt 10 VST ALL WMM PR10R 10 START OR MY mcm 1NE MMCNM WAP 0 NOT REV001111 FOR 1NE MWCUM WOR 6 MWO MU MR PROPMD OVA= M Glifa & SMC'M 900 ON TH!>,E PAM MR[am� To rile Lest of the engineer's knowledue, the j>lail, and specifications ccunply with the nurumuun re(juirement3 of The Florida Building Cale FF;idential. (�g{gMt!®N >'!+e• and exida pw�tff�alti�n• wM #01 srr�n 191 rand TiKs is "IM 10r 12 •O+th• altar fib data ILL b • and wafted ®r moll" the roq&om is or odWm of ttb Majda ftakk B Code b dwoki 1h" b *Wwd and sealed for fhe sal 4rowsfatags, as forrr a� ares n®t owar ed under REV. DATE &COMMENTS BY v ! U) 19� I��I W r • r • • IIS F- 0 W � • • r I�II� 10�• • r • r • IAI�� �II III�� II r �• I�II� � r •' IlII� NOTES: �1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. 2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL I✓ILLED LINTEL 456rzMI=3LY SCALE: N.T.5. SCALE: N.T.S. /-8" C.M.U. -SINGLE 2"x P.T. STUD -#5 VERT. IN FILLED CELL 1/2" x 6" "J" BOLT © 24" O.C. VERT, OR 1/2" X 6" WEDGE ANCHOR !"x P.T. PLATE FRAME WALL TO C.M.U. WALL CONNECTION SCALE: N.T.5. (2) 2"x 12" WOOD HEADER W/ 1/2" PLYWOOD FLITCH PLATE UNLESS NOTED OTHERWISE ON PLAN (2) SIMPSON MSTA24® EACH END UNLESS NOTED OTHERWISE ON PLAN 2 -ROWS 16d NAILS STAGGERED 0 16" 0/C EACH FACE OR 3 -ROWS 16d NAILS STAGGERED 0 16" 0/C FOR 2"x10" OR GREATER HEADER 16d NAILS 0- 16' 0/C .31 SEE FLOOR PLAN FOR HEADER SIZE 2"x4" CRIPPLE STUD (1) 2"x4" TRIMMER TYPICAL SEE STUD (TYP.) FLOORPLAN FOR COLUMN SIZE POST UNL SSPNOTED OTHERWISE H ON PLAN P.T. BOT. PLATE * UPLIFT CONNECTIONS REQUIRED AT LOAD BEARING WALLS ONLY LOAD E3E,4RING/EXTERIOR WALL HEADER DETAIL SCALE: N.T.S. BLOCK WALL BEYOND EXPANSION JOINT VARIES H.D. RECESS 4" A D --- -=- \ \� (2) #5 CONT. 6CALE: N.T.B. 4 GRADE SHALL 13E T ASTM GRADE C (Fye 2X PT BUCKS ATTACHED TO MASONRY W/ J"Ox2j" MIN SHORE LINT9159KA'REQUIRED EMBED TAPCON MASONRY SCREWS AT 8" O.C. MAX AND TO COMPENSATE FOR DEAD AT 4" FROM CORNERS. SET BUCKS IN CONTNUOUS LOAD DEFLECTION OF SEALANT BED NOTE; 1"x P.T. WINDOW/DOOR BUCKS MAY BE USED IN LIEU OF NON -CURED MASONRY GROUT. THIS SPEC WITH FLORIDA PRODUCT APPROVED DOCUMENTATION. SHORING TO REMAIN IN PLACE WINDOW/ DOOR BUCK AND FASTENER SPECIFICATIONS SHOWN ON A MINIMUM OF 14 DAYS TO FLORIDA PRODUCT APPROVAL DOCUMENTS OVERIDE THE ALLOW FOR CONCRETE GROUT SPECIFICATIONS SHOWN HERE. CURING. POIUERBOX LINTEL BEAM DETAIJ_ I t WINDOW / DOOR E3UCK ATTACHMENTS 18 SCALE: N.T.S. 6X6 W1.4XW1.4 WWF 4" g" \—(1) #5 CONT. MIN. TYPICAL THICKENED SLAE3 EDGE 10 SCALE: N.T.5. TRUSSES /- SEE UPLIFT SCHEDULE 4' CONCRETE SLAB 6'X 6' UWIAWIA WWF 11 SGD SECTION NOT TO SCALE TOP COURSE 8'XS'XI6' CONC. K0. BLOCK W/ POURED CONC. 4 1-"6 REINF. CONT. PRECAST CONIC. LINTEL U1/ REINFORCING DOOR TRACK (SEE FLOOR PLAN) BET TRACK IN A FULL BED OF CAULK CLEAN, POISON AND COMPACT SOIL (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) BEE PLAN NOTE: INSET TRACK FROM OUT5I1DE FACE OF BLocK 1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS @ 3" 0/C BOUNDARIES, - 4 4" 0/C EDGES, AND 6" 0/C FIELD. STUD OPTIONS: 2"x 4" SYP #2 SPACED CSA 12" O.C. (1) ROW OF BLOCKING FOR WALL 2"x 6" SYP #2 SPACED ® 16" O.C. <_ 8'-6" (2) ROWS FOR 2"x 4" SYP #1 SPACED @ 16" O.C. WALLS > 8'-6" 1/2"0 WEDGE TYPE OOD SIDING TO FINISH 6" ABOVE FINISHED ANCHOR BOLT @ 24" O.C. DECORATIVE CEM NT DE OR W/5" MIN, EMBEDMENT OVER WIRE LATH 6X6 W1.4XW1.4 WWF 51MPSON SP4 0 EA. STUD G 2X P.T. PLATE \//\// /\/ cc)E � � � � GRADE 6 MIL VAPOR BARRIER CLEAN POISONED AND COMP. w z SOIL. (95% MODIFIED PROCTOR w J PER ASTM D1557) 3 MIN. CLR. NOTES: SEE PLAN SEE PLAN 1. FILL ALL CELLS WHEN ON 3" CHAIR STEM WALL IS BETWEEN 24" AND 40" IN HEIGHT ABOVE GRADE. 2. FOR STEM WALLS GREATER THAN 40" HIGH- CONSULT ENGINEER TYPICAL EXTERIOR FRAME WALL 12 STEM WALL FOOTING SCALE: N.T.S. 3. SILL c� N I IMl NIVILIN I Ut IAIL ABUVE. WINDOW SECTION 13 5C ALE: N.T.S. PRECAST LINTEL (W/(1) #5 CONT: FOR OPENINGS GREATER THAN 6'-0". SEE • PLANS FOR ADDITIONAL REQUIRED REINFORCEMENT. WINDOW BUCK ALUMINUM WINDOW CAULK GEA. WINDOW PRECAST CONC. SILL TYP. SECTION THRU LUINDOW 14 SCALE: N.T.S. EXTEND FILLED CELL REINFORCEMENT TO PAD MAT REINFORCING LINE OF CONT. STEM WALL FOOTING CONT. FOOTING_.,,. ° 2 STEEL SEE SCHEDULE — & FIND. PLAN FOR FOOTING DEPTH MIN. & REINFORCEMENT TYPICAL PAD FOOTING DETAIL FOR STEMWALL FOUNDATION / 1� SCALE: N.T.S. FILLED CELL W/ #5 VERTICAL 4) 1/2"4 x 6" "J" BOLTS @24" O.C. OR 1/2" X 6" WEDGE TYPE ANCHOR ONT. WOOD TRIM 4 �4* 2"x6" P.T. WOOD JAMB NOTE: SEE PLAN FOR GARAGE DOOR ENGINEERED WINDSPEED DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER TYPICAL GARAGE DOOR lin TRACK MC)UNTING DETAIL SCALE: N.T.S. r ep ^% a � 6 FA if F a 9 1000 AIVIEZ C�.> m P * ODCA .� 0-4 low a . O>AiAC ORAffNQ6 AfIE 1fE PRQPf]f1Y DF ISAI PRfl1tL pi- ANY � Olt IMMJN9 tCS � 1�s NOTE; IT IS THE OWWACTORS MPMUM TO REKW ALL WAYM BEFORE CONSFIJC" BEM THE ""M OF RECON IS IilMPO ME FOR 1NE S1RU9IURIY NIIEMW OF 1NIS PRQECT ONLY. ANY MIEPANCY MW DRAB_ IBIlN.W 6IE1H09S, AAM IHM TO TW A1fTEN110N OF 7W ENGNNR OF RECON PRIOR To THE CONI OF 19N COMACTgt 10 VST ALL WMM PR10R 10 START OR MY mcm 1NE MMCNM WAP 0 NOT REV001111 FOR 1NE MWCUM WOR 6 MWO MU MR PROPMD OVA= M Glifa & SMC'M 900 ON TH!>,E PAM MR[am� To rile Lest of the engineer's knowledue, the j>lail, and specifications ccunply with the nurumuun re(juirement3 of The Florida Building Cale FF;idential. (�g{gMt!®N >'!+e• and exida pw�tff�alti�n• wM #01 srr�n 191 rand TiKs is "IM 10r 12 •O+th• altar fib data ILL b • and wafted ®r moll" the roq&om is or odWm of ttb Majda ftakk B Code b dwoki 1h" b *Wwd and sealed for fhe sal 4rowsfatags, as forrr a� ares n®t owar ed under REV. DATE &COMMENTS BY v ! DRAWN BY: SCALE: SHEET NUMBER SIGN & S U) J W F- 0 W z 0 vJ JOB NUMBER: 2012 DATE : JUNE 1, 2013 DRAWN BY: SCALE: SHEET NUMBER SIGN & S 1 GABLE END DETAIL NOT TO SCALE SPACED 0 24" O.C. L n "L" BRACE W/ 10d 0 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) t ;ND AT LEAST 90% OF WEB LENGTH EXCEPT, -QUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 3TENED TO GABLE STUD WITH SEE ARCHITECTURAL SHEETS FOR ALL INFORMATION REGARDING NON—STRUCTURAL ISSUES. ANY FINISHES, TRIMWORK, ETC... SHOWN ON THIS SHEET IS FOR REFERENCE PURPOSES ONLY. (TYP.) Q EACH STUD GABLE END DETAIL - FRAME NOT TO SCALE CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL PANELS TO PROTECT WINDOW / DOOR OPENINGS AGAINST MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED, ELCO MORON FEMIII.E PANE MATE FACE OF MASONRY OR PANELS TO BE CUT TO PROTECT STOREFRONT WINDOWS ANCHOR W/ 1—s" MIN. EMBEDMENT SEE PLYWOOD WALL SCHEDULE FOR SPACING SHEATHING WHICH ARE LESS THAN 96" IN WIDTH.. PRE -DRILL PANELS TO c�I�ITlnouS OR OTHER RECEIVE 2 1/2 LONG 118 SHEET METAL SCREWS AS PER FBC FINISH SEG I ION 1606.1.4 AND TABLE 1606.1.4. FMC ALTERNATE PROTECTION MAY B E PRO V I DED U S ING vvwwww "•. HURRICANE SHUTTER SYSTEMS APPROVED FOR USE IN WIND /4-20 SCREW W/ BOURNE DEBRIS ZONES AS PER FBC, 20 10. TIMBER OR ---�+ MASONRY OPENING NTYPICAL FASTEMIR ATTACHMENT N� PLYWOOD PANEL — SEE SCHEDULE FOR MIN. THICKNESS PLYWOOD PROTECTION PAMM L - GREATER VALUE OF L10R L2 . S FASTENER SPACING MLA 5i AClW4 REQUIREMENT3(5A,9r=I) ON ME* VERTICAL WEB SPACING NO (1) 2"x4" (2) 2"x4" (2) 2"x6" "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 1 GABLE END DETAIL NOT TO SCALE SPACED 0 24" O.C. L n "L" BRACE W/ 10d 0 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) t ;ND AT LEAST 90% OF WEB LENGTH EXCEPT, -QUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 3TENED TO GABLE STUD WITH SEE ARCHITECTURAL SHEETS FOR ALL INFORMATION REGARDING NON—STRUCTURAL ISSUES. ANY FINISHES, TRIMWORK, ETC... SHOWN ON THIS SHEET IS FOR REFERENCE PURPOSES ONLY. (TYP.) Q EACH STUD GABLE END DETAIL - FRAME NOT TO SCALE CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL PANELS TO PROTECT WINDOW / DOOR OPENINGS AGAINST MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED, ELCO MORON FEMIII.E PANE MATE FACE OF MASONRY OR PANELS TO BE CUT TO PROTECT STOREFRONT WINDOWS ANCHOR W/ 1—s" MIN. EMBEDMENT SEE PLYWOOD WALL SCHEDULE FOR SPACING SHEATHING WHICH ARE LESS THAN 96" IN WIDTH.. PRE -DRILL PANELS TO c�I�ITlnouS OR OTHER RECEIVE 2 1/2 LONG 118 SHEET METAL SCREWS AS PER FBC FINISH SEG I ION 1606.1.4 AND TABLE 1606.1.4. FMC ALTERNATE PROTECTION MAY B E PRO V I DED U S ING vvwwww "•. HURRICANE SHUTTER SYSTEMS APPROVED FOR USE IN WIND /4-20 SCREW W/ BOURNE DEBRIS ZONES AS PER FBC, 20 10. TIMBER OR ---�+ MASONRY OPENING NTYPICAL FASTEMIR ATTACHMENT N� PLYWOOD PANEL — SEE SCHEDULE FOR MIN. THICKNESS PLYWOOD PROTECTION PAMM L - GREATER VALUE OF L10R L2 . S FASTENER SPACING L S (FASTENER SPACING) PLYWOOD PANEL THICKNESS L <= 2'-0" 16" O.C. 7/16' MIN. 2'--0" < L <- 4'-0" 16" O.C. 7/16" MIN. 4'-0" < L <- 6'-0" 12" O.C. 7/16" MIN. 6'-0" < L <- 80-0" 9" O.C. 7/16" MIN. EDGE OF PLYWOOD PANEL PLYWOOD PANEL --�• I P4—RTYP� ELCO TEXTRON FEMALE — PANELMATE ANCHORS W/ 1-3/4' MIN. EMBED NOTES: 1. ALL PANELS SHALL BE PRE—CUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. EXTERNAL PLYWOOD PANEL PROTECTION NTS Window quid door open require debris impact protection as per Chapter 16 of'the FBC, 2010 Edition. Protection can be provided t1>rOffi >, external panels (shown here), pre-engineered shutters (by others) or impact rated wi idows/doors (by others) UNE OF WALL OPENING SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x 4" 'TOP CORD BLOCKING 0 48" O.C. FOR FIRST FOUR ROWS OF TRUSSES 0 EDGES OF SHEATHING TYPICAL. BACK NAIL AND TOE NAIL ALTERNATE ENDS W/ (2) 16d NAILS. 2X6 FASCIA DOWNSET TOPCHORD OF GABLE END TRUSS TO RUN 2"x 4" 2'-0.. OUTLOOKERS SPACED 0 24" (2 16d TOENAILS A O.C. (1) SIMPSON H5 0 EACH INTO EACH LEDGER. OUTLOOKER 2"x 4" LEDGER. (2) 12d TO EACH TRUSS WEB. "L" BRACE TO EXTEND AT LEAST (()) �� 90% OF WEB LENGTH (SEE TABLE) SPACEDx 0 48 SAO/C R(4) 16d NAILS 0 EACH END (T ) IIGABLE TRUSS 2x4 PANEL BLOCKING ®48" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ATTACHED W/ (2) 16-d TOENAILS \6N 10dX3" 0 3" 0/C THROUGH ,1 CHORD INTO 2"x6" P.T. PLATE 2x4 "T' ON TOP OF PANEL �J BLOCKING, FASTEN WITH MOISTURE BARRIER 10dx3" 0 4" 0/C SIMPSON META20 OR LTA1 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SPACED 0 24" O.C. BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL 4 GABLE SECTION NUT TO SCALE SEE STRUCTURAL NOTES AND NAILING 2"x 4" TOP CORD BLOCKING 0 48" O.C. FOR SCHEDULE FOR SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES ®EDGES OF SHEATHING TYPICAL. BACK NAIL AND TOE NAIL ALTERNATE ENDS W/ (2) 16d NAILS. (2) 16d TOENAILS INTO EACH LEDGER. 2"x 4" LEDGER. (2 12d TO EACH TRUSS WEB. S2dACEDx0 481AO/C, 4� 1N 6d NAILS 0 EACH END (TYP) II 2x4 PANEL BLOCKING 0 48" O.C. FOR THE FIRST 8'-0" OF END WALL FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" 0 4" 0/C L/ 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 FIRST 8'-0" FROM END WALL 0 4" O/C TYPICAL 5 )=�NUT ABLE SECTION TO SCALE PRE-ENGINEERED WOOD TRU AT LEAST ONE TRUSS SPACE 2X6 FASCIA DOWNSET TOPCHORD OF GABLE END TRUSS TO RUN 2"x 4" OUTLOOKERS SPACED 0 24" O.C. (1) SIMPSON H5 0 EACH ...LOOKER --"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) ABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. EDGES AND 12" U.C. FIELD l0dX3" ® 3" 0/C THROUGH CHORD INTO 2"x6" P.T. PLATE SIMPSON HOA10 0 36" O.C. TUD WALL (SEE TYP. SEC.) SIMPSON SP4 0 EACH STUD OVERLAP \--MINIMUM (2) 12d PER JOINT INIMUM 1"x4" TRUSS BRACING 6 RAT—RUN BRACING DETAIL NOT TO SCALE 1�:3_-� HIP ROOF FRAMING \ / NOT TO SCALE 20'-0" MAX 20'-0" MAX "X" BRACE SEE DETAIL -1 /-CONTINUOUS OTTOM CORD BRACING 1"X4" MIN. 7 R❑❑F BRACING PLAN NUT TO SCALE �8� "X" BRACING DETAIL \ / NOT TO SCALE 2'x L - BRACE ATTACHED W/ 16d 1 4" O/C TYPICAL Am - L GABLE END BRACING 0 4'-0" O/C MAX FOR FIRST (4) ROWS OF TRUSSES SEE DETAILS. IIMUM 2"x4" CROSS ACING (SEE PLAN R LOCATIONS) 2) 16d PER JOINT (2)2"x 4" DIAGONAL 5RACING ATTACHED LU/ (5) 8d NAILS CxABL.E TRU65 U1EW 9 GABLE END DIAL, ATTACHMENT NUT TO SCALE WOOD HEADER AS PER STRUCTURAI PI ANS D[ BY CD z CL T X CD I J — — — -- — — F0- W D O 0 1-oo- = Z � � 0 3: 7 R❑❑F BRACING PLAN NUT TO SCALE �8� "X" BRACING DETAIL \ / NOT TO SCALE 2'x L - BRACE ATTACHED W/ 16d 1 4" O/C TYPICAL Am - L GABLE END BRACING 0 4'-0" O/C MAX FOR FIRST (4) ROWS OF TRUSSES SEE DETAILS. IIMUM 2"x4" CROSS ACING (SEE PLAN R LOCATIONS) 2) 16d PER JOINT (2)2"x 4" DIAGONAL 5RACING ATTACHED LU/ (5) 8d NAILS CxABL.E TRU65 U1EW 9 GABLE END DIAL, ATTACHMENT NUT TO SCALE WOOD HEADER AS PER STRUCTURAI PI ANS WALL SHEATHING ATTACHMENT NOT TO SCALE RUBLE TOP PLATE 6" MINIMUM PLYWOOD / OSB SHEATHING. ATTACH SHEETS IN STAGGERED PATTERN STARTING FROM CORNER OF WALL, ATTACH PLYWOOD SHEATHING W/ 8d RINGSHANK NAILS @ 3" 0. C. PERIMETER, 4" ❑,C, EDGES AND 6" ❑,C, FIELD, - LE P,T, BOTTOM TE, SEE TYP, WALL TION FOR ATTACHMENT, co co � w � � Pq93 V] 0 G� 1 1018 m ®CO ©MIY 1 1190001 m � 1 a IL WAMM P� NOT.; IT is THE CONTRACTORS mr TO REVM:IIr AI � DRAYMYGS BEFORE CONSWSXIWII ff.M TIS DOM OF RECORD IS RESPONS�I.E FOR INE SIRUCMM MEOW OF 1M PRo� = ONLY. ANY DWUANCY BEINEEN FIELD COMMONS, OM DE�1 SHOP DRAMMO� CONTRACTORS' BIlN M METHODS, AND NX SI D AND DRAMINGS MUST BE BROUGHT TO THE ATTENTION OF 1M OF I� POOR To 11€ COMMENCOM OF CONSIRIICIION. OONIRWM 70 1RA FY ALL OIIe�NNsl M FNM 70 START OF ANY OMEWLCM 7W 9WAXRM1E8 aR" M1 NOT FIENGNM FOR MY ONAMMOK *C 3IRI�c1u�a:a MW IS FOR PRDPCBED CHANOE8 TO OR1WK 8AiUOAAIE SHOMI ON .NIX PAM OIC.Y. 1W SAIIUC M 91AF U NOT FOR E11No 8000 UK ca�ol� To the best of the engineer's kncralNcige, the pluv; and-,rccific itlons c ay ly with the mi.nimna recRurcnents of The Florida Building cocle - Rasidentia i. (gyp �l.lMm) f"Ww OW SPOW o tion. t n�1 Mmlldm 1°IMM omcuc t *ft too mph Cly 7FM! W �dld RW 0 mmtO!► after We � It Is NW .eat or unUl � � of t1►s edMm of *0 flmU M O 9kWg0 Code U to *%PWmd OW *WlInd for *m oftmoUwal 4 or d�aRM.1f MFrow1, � W IL oply aOft nal wre r� oov+rvwd unoler REV. D[ BY J W F0- W D O 0 1-oo- = Z � � 0 3: SIN i PLA «r WALL SHEATHING ATTACHMENT NOT TO SCALE RUBLE TOP PLATE 6" MINIMUM PLYWOOD / OSB SHEATHING. ATTACH SHEETS IN STAGGERED PATTERN STARTING FROM CORNER OF WALL, ATTACH PLYWOOD SHEATHING W/ 8d RINGSHANK NAILS @ 3" 0. C. PERIMETER, 4" ❑,C, EDGES AND 6" ❑,C, FIELD, - LE P,T, BOTTOM TE, SEE TYP, WALL TION FOR ATTACHMENT, co co � w � � Pq93 V] 0 G� 1 1018 m ®CO ©MIY 1 1190001 m � 1 a IL WAMM P� NOT.; IT is THE CONTRACTORS mr TO REVM:IIr AI � DRAYMYGS BEFORE CONSWSXIWII ff.M TIS DOM OF RECORD IS RESPONS�I.E FOR INE SIRUCMM MEOW OF 1M PRo� = ONLY. ANY DWUANCY BEINEEN FIELD COMMONS, OM DE�1 SHOP DRAMMO� CONTRACTORS' BIlN M METHODS, AND NX SI D AND DRAMINGS MUST BE BROUGHT TO THE ATTENTION OF 1M OF I� POOR To 11€ COMMENCOM OF CONSIRIICIION. OONIRWM 70 1RA FY ALL OIIe�NNsl M FNM 70 START OF ANY OMEWLCM 7W 9WAXRM1E8 aR" M1 NOT FIENGNM FOR MY ONAMMOK *C 3IRI�c1u�a:a MW IS FOR PRDPCBED CHANOE8 TO OR1WK 8AiUOAAIE SHOMI ON .NIX PAM OIC.Y. 1W SAIIUC M 91AF U NOT FOR E11No 8000 UK ca�ol� To the best of the engineer's kncralNcige, the pluv; and-,rccific itlons c ay ly with the mi.nimna recRurcnents of The Florida Building cocle - Rasidentia i. (gyp �l.lMm) f"Ww OW SPOW o tion. t n�1 Mmlldm 1°IMM omcuc t *ft too mph Cly 7FM! W �dld RW 0 mmtO!► after We � It Is NW .eat or unUl � � of t1►s edMm of *0 flmU M O 9kWg0 Code U to *%PWmd OW *WlInd for *m oftmoUwal 4 or d�aRM.1f MFrow1, � W IL oply aOft nal wre r� oov+rvwd unoler REV. DATE & COMMENTS BY J W F0- W D O 0 1-oo- = Z � � 0 3: JOB NUMBER : DATE DRAWN BY: SCALE: SHEET NUMBER S3 SIGN & FEB 13 2014 FIRE RATED SHEATHING (48" BEYOND EACH WALL) 8"X 12" minimum depth) CIP RAKE BEAM 'W-/-_'(2)_#5 REBAR /Y ,( ,I! ')NJ( N R30 BATT INSUL--r / CEILING BOARD ((1 2x8 PT LEDGER W/ 2 ROWS OF 1>2"O 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) \ �- RAKE BEAM W/ (2) #5 REBAR TRUSS 0 2'-0" O.C. TYP. R30 BATE INSU� CEILING BOARD (1) COURSE OF K.O. BLOCK W/ (1) #5 CONT. FIREWALL CLASSIFICATION (2 HOUR) 1� 2x8 PT LEDGER W/ 2 ROWS OF MASONRY FIREWALL; UL U901 2"O THRU- BOLTS AT 32" O.C. & STAGGERED 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 ---\ SCALE: N.T.S. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON 0 - 6" 0/C EDGES AND 12" O/C FIELD FLOOR SYSTEM SEE FRAMING PLAN I\ FOR MORE INFORMATION 1/2" CD GYP. (TYP) 1/2" GAP TYP. 2-2x12 LEDER W/ 2 ROWS OF 5/8" DIA.x6 ANCHOR BOLTS AT 16' O.C. & STAGGERED 5/8"� X 6" ANCHOR BOLTS (OR THRU BOLTS) AT 16' O.C. (STAGGER BOLT LOCATION TO AVOID INTERFERENCE QR TRUSSES -1 - FIREWALL CLASSIFICATION (2 HOUR) MASONRY FIREWALL; UL U901 GYPSUM KNEEWALL; UL U308 - K?O.CBLOCK COURSES #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" FINISHED FLOOR GRADE MIN. � A.0 12" STD. 90' HOOK1:n.-.I (SEE DETAIL)-- k SEE PLAN ALTERNATE WALL SECTION SCALE: N.T.S 12 MAX . '.• `' a 4 , f 4 4 .t .. a4 °• ,,a 4 , 4 12 -� PLANS R30 BLOWN INSUL FLAT LIVING CLO. AREAS & R30 BATT INSUL VAULTED CLG. AREAS - 1/2" GYP WB COURSES W/ UF K26.B(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 1\ FOR MORE INFORMATION 1/2" CD GYP. (TYP) GAP TYP. 2-2x12 LEDGER W/ 2 ROWS OF - 5/8" DIA.x6 ANCHOR BOLTS AT 16" O.C. & STAGGERED �2y GYP. BD. DRYWALL OVER 35//4" P.T. DFINSULATiON STRIPS 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 FILL (AS PER CODE REQUIRED) w/ TERMITE TREATMENT 8" CMU BLOCK MASONRY 1/2" GYPSUM DRYWALL 1x4 WD FURRING 0 16" 0/C 3 1/4" BASEBOARD (1) #5 VERTi. IN FILL CELLS SEE FOUNDATION PLAN FOR SPACING 6x6 W1.4xW1.4 WWF 4"x4" INSPECTION PORT AT OR FIBER MESH EACH FILL CELL TYPICAL ELEV 0'-0" " a TOP OF SLAB 6 MIL VISQUEEN ,y- " CLEAN COMPACTED FILL j� I I ' SEE PLAN SEE PLAN STD. HOOK (SEE DE .) 2 -HOUR FIRE RATED PARTY WALL SCALE: N.T.S 8"X 12" (minimum depth) CIP RAKE BEAM W/ (2) #5 REBAR 2"x P.T. LEDGER AS NEEDED TO MATCH CEILING BEARING. SEE ° . SEE SECTIONS FOR LEDGER SPEC. , °. (1) COURSE OF GROUTED SOLID 4..' K.O. BLOCK W/ (1) #5 CONT. 0 ® "-- - _1 '.: NOTE; WHERE ROOF TRUSSES RUN +°. ^ • ® ��^--- - ® a4 .4! PARALLEL . +------------- ��_] PARALLEL TO PARTY WALL, LEDGER CAN CONSIST OF (1) 2"x 4" P.T. W/ Q 0'-- ° � Y4"O TAPCONS @ 16" O.C. TO CARRY 0, CEILING DIAPHRAGM .4 IL .4: 4 4: 4. • •••° a,•� i. .. f4° a :° ' 1' '-°a'. a a' 1• 4 4' y4 .'a A'. +•d' .°,•. i . A 4 1 ° ^ 4 i 8'-0" MAX. (SEE PLAN F R SPACING)�--� •^ 8'-0" MAX 8'-0" MAX g PARTY WALL RAKE BEAM NOTE; SEE PLAN SHEETS FOR ALL ---------------------------------------------------------- DIMENSIONAL INFORMATION ----- - ----------------------------------------- NOT TO SCALE CONCRETE ROOF TiL€S OR SHINGLED /,.r 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) N. BLOCK W/F(1) #5 CONT. IN EACH PRE-ENGINEERED WOOD TRUSSES FBC-2010 INCLUSIVE OF ASCE 7-10 WIND PROVISIONS FOR A NOMINAL w/2X4 TOP CHORD AT 24" O.C. 1/2" GYP. PEEL AND STICK ROOFING UNDERLAYMENT (TILE) 15 LB ROOFING FELT SHINGLESI SHItJGLE TOP PLATE ROOF SYSTE TILE ROOF SYSTEM 7/16" RADIANT BARRIER OSB 17/32" RADIANT OSB SHEATHING SHEATHING FASTENED TO TRUSSES FASTENED TO TRUSSES NTH 8d WITH 8d RINGSHANK NAILS ®r RINGSHANK NAILS 0 4"0/C 4"0/C BOUNDARIES, 6" 0/C EDGES BOUNDARIES, 6" 0/C EDGES & 8" & 8" 0/C FIELD 0/C FIELD SIMPSON META20 U.N.O �)) NOTED OTHERWISE ON PLANS TRUSS w/ METAL PLATE UNDER TOP RAILING EACH TRUSS - sec. 139 MPH 3 -sec. Gust - TOP OF LINTEL 16" 0/C EACH FACE OR 3 -ROWS ELEV. SEE ARCHITECTURALS Ix BALUSTERS SEE ARCHITECTURALS SQ FT FASCIA TYPE FOR 2"x10" OR GREATER HEADER NU� AND 1x- TREADS & 2" WASHER TYP. 2-2 X 12 S.Y.P. 30.5 • a. 16d NAILS 0 3 1/2" .o • 40.7 4 1/4" a 20 29.1 31 20 8"x 16" COMPOSITE MASONRY BEAM FILLED W/ (1) #5 REBAR IN PRECAST LINTEL AND KNOCK OUT BLOCK ABOVE. WINDOWS AND DOORS MUST BE FASTENED INTO STRUCTURAL MEMBERS PER MFG's DETAIL REQUIREMENT PER DESIGN CRITERIA. NO SILLS AT WINDOWS FILL TOP BLOCK SOLID w/ GONG. AT WiNDOW SILLS 5/8" STUCCO WALL FINISH 1 OL ELEVATIO 0'-0 a I GRADE FINISHED FLOOR \\ \\Kz \\ \ D FINISH ORADE > SEE P AN / s 12" MIN. MIN. r SEE PLAN 4" SEE PLAN TYPICAL 2 -STORY WALL SECTION SCALE: N.T.S STUD OPTIONS 2"x 4" SYP #2 SPACED 0 12" O.C. 2"x 6" SYP #2 SPACED ® 16" O.C. 2"x 4" SYP #1 SPACED 0 16" O.C. (1) ROW OF 2x BLOCKING 0 MID HT FOR WALL HT S 8'-6". (2) ROWS OF 2x BLOCKING 0 3rd PTS FOR WALL HT > 8'-6" R11 INSULATION 0 EXT. WALLS SIMPSON SP1 @ EA. STUD 2X P.T. PLATE WD. CAP FBC-2010 INCLUSIVE OF ASCE 7-10 WIND PROVISIONS FOR A NOMINAL DESIGN 3 -SECOND GUST OF 139 MPH (Vuur) OR 107.7 MPH (VASD). AS DEFINED 1/2" GYP. ENCLOSED BUILDING AND AS SUCH HAS BEEN DESIGNED WITH AN INTERNAL PRESSURE COEFFICIENT OF +0.18 AND -0.18, UNADJUSTED FOR TOP PLATE 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 2x4's 0 16" O.C. ALL STRUCTURAL MEMBERS IN THIS BUILDING HAVE BEEN DESIGNED USING ALLOWABLE STRESS :DESIGN METHODS. AS SUCH VASD HAS BEEN SEE PLAN WIND❑WS, D❑❑RS, C❑MP❑NENTS DESIGN WIND PRESSURES BOT. PLATE DESIGN WIND PRESSURE (PSF) SIMPSON MSTA24 U2NLESS PLYWD. FLOORING Ultimate Wind Speed �)) NOTED OTHERWISE ON PLANS Effective TOP RAILING 2 -ROWS 16d NAILS STAGGERED 0 - sec. 139 MPH 3 -sec. Gust 4 16" 0/C EACH FACE OR 3 -ROWS Ix BALUSTERS 16d NAILS STAGGERED 0 16" 0/0 SQ FT 4" O.C. MAX. FOR 2"x10" OR GREATER HEADER 1x- TREADS & + RISERS 30.5 33.0<10 16d NAILS 0 30.5 40.7 16" O/C TYP. 20 29.1 DOUBLE 2"X 12' HEADER W/ 1 2- FUTCH PLATE UNLESS NOTED OTHERWISE ON PLANS 20 ' 4x4 NEWEL POST DOUBLE 2" X 50 27.3 CRIPPLE STUD FLOOR JOISTS (1) 2"x8" P.T. LEDGER W/ "N 2"xSTUDS TYP. LINO ON PLAN FILLING AND BLOCKING AS FLOOR GIRDER/BEAM TAPCONS (1.5" EMBED) SPACED REQUIRED FASTENED TO HEADER W/ (2) 16d ®16' O/C 1" TNG 2"x4"LEDGER BLOCK W/ 16d TYP. ®16" O.C. (TWO ROWS STAGGER PATTERN) INTO CMU UNLESS NOTED OTHERWISE NAILS 0 6" O.C. (TWO ROWS 31,6 STAGGER PATTERN) 3-2x12 STRINGERS (� LAND. FIN, FL. I SEE PLAN 22.7 L2"x 8" JOISTS 0 16" O.C. W/ SIMPSON HUS28 0 EACH END (2) 2"x8" W/ SIMPSON MTS18 OR 2"x4" P.T. KICK PLATE W/ - HUC28-2 0 EACH END. "O TAPCONS 0 12" O.C. SUPPORT ENDS (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 OSB 1st FLOOR WALL SHEATHING OVER BAND BEAMS. ATTACH SHEATHING TO EACH BAND BEAM W/8d 2" O.C. MAX STAGGERED. SIMPSON MSTA36 STRAP W/ 10-8d NAILS TO STUD & 10-8d TO BAND JOIST 0 EA. S.Y.P. STUD (16" O.C.) OR 0 EVERY OTHER S.P.F. STUD (24 O.C.) SIMPSON & 10-8d iv 13ANU MW 69 LA. aT.P, sIUD k1b U.C.) 2ND FLOOR FRAME CONNECTION l 2 2ND FLOOR FRAME CONNECTION ® WOOD 1 ST FLR. FLOOR BEAM/TRUSS GIRDER -J (2) SIMPSON MSTA24 UNLESS NOTED OTHERWISE ON PLANS NOTE: HEADER / POST CALLOUTS ON FLOOR PLANS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. 11 2ND FLOOR OPENING DETAIL NOT TO SCALE NOTE: EXTEND EXTERIOR 15/32" PLYWOOD OR 7/16" OS8 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. SHEAR WALLS ONLY -1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS @ 3" 0/C BOUNDARIES, 6" 0/C EDGES, AND 6" 0/C FIELD. 1/2" W SIMPSON TITEN HD ANCHOR OR SET EPDXY ANCHOR © 24" O.C. 6" MINIMUM EMBEDMENT AND 2" MINIMUM EDGE DISTANCE ti x6 W1.4xW1.4 WWF OR FIBERMESH p IL p . G •'"p .pop • / /\ W 8" SEE PLAN #5 CONT. NOTE: SEE TYPICAL WALL SECTIONS FOR CLEAN, POISON AND COMPACT SOIL08--)INTERIOR BEARING ADDITIONAL INFORMATION (COMPACTED TO 957. MODIFIED PROCTOR ASTM D1557) NOT TO SCALE SCALE: N.T.S. SCALE: N.T.S. JSS/JOIST 139 ENCLOSED AXP C AHowable Stress Design THIS PLAN HAS BEEN DESIGNED TO COMPLY WITH ALL PROVISIONS OF FBC-2010 INCLUSIVE OF ASCE 7-10 WIND PROVISIONS FOR A NOMINAL DESIGN 3 -SECOND GUST OF 139 MPH (Vuur) 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. WIND❑WS, D❑❑RS, C❑MP❑NENTS DESIGN WIND PRESSURES ENCLOSED BUILDING DESIGN WIND PRESSURE (PSF) Zone Effective Ultimate Wind Speed Zone Effective Ultimate Wind Speed 139 MPH 3 -sec. Gust - sec. 139 MPH 3 -sec. Gust 4 Wind Area Area SQ FT + - SQ FT + <10 30.5 33.0<10 30.5 40.7 n 20 29.1 31.6 20 29.1 38.1 50 27.3 29.8 50 27.3 34.4 �J Fft- 100 25.9 28.6 100 25.9 31,6 � 500 22.7 25.3 500 22.7 25.3 2012 DATE. GARAGE DOOR 9'-0" 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 227.9 51.1 ZONE 3 27.9 77.0 N❑TES1 1. ANY WIND❑W, 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 D❑WN 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 TWO NUMBERS FOR APPLICABLE SQUARE FOOTAGE. N p O N 0 f« C� y i R, 1 R, 0 1 L 0 0 DO ; Fy C �J 5V10 I Q) U CO V) F4 cd O W C0 C/D 0 Qre,' C�rJ �j co wC\2 SHCO LO iT --- 4 F-4 00 00 zbn Z a.°'a O f=, E- Q w .--1 F fl, W �iTHESE DRAWINGS ARE THE PROPERTY OF NICK M. BRADFORD, P.E. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESPON51BLE 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 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 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. 10 the best of the engineer's knowledge, the Pians and specificationS contpiy with the minimum requirements of The Florida Buiiding Code - Rusidentiai.(2010 Edition) Plans and specifications comply with the Florida building code - RESIDENTIAL , section R301 (2U10 edition) Plans and specifications comply with the Florida building code, section 1609 for 139 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 2010 edition of the Florida Building Code is changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and are not covered under this seal. REV. DATE & COMMENTS BY U/ Z 0 REEmmD W Z Q O Q LL Fft- VJ � JOB NUMBER: 2012 DATE. DECEMBER 23, 2013 SCALE: SHEET NUMBER S4 IGN & SEAL FEB 2014 1 NOTES: v 1. APPLY SOLID BEAD OF ROOF MASTIC JUST A80VE THE ROOF JACK. q 2. SLIDE STORM COLLAR DOWN MAKING SURE 1 THE COLLAR IS COMPLETELY SEATED IN MASTIC O N AND THERE ARE NO VOIDS. N 3. WHEN COLLAR IS IN FINAL POSITION APPLY I Z0 FINAL BEAD OF MASTIC AROUND TOP OF STORM D 1~ ASPHALT SEALANT: C7 ASPHALT SEALANT: EXTEND MIN. 6" C01�R' STUCCO FINISH2 3' MIN 0 2 C0 v EXTEND MIN. 6" ABOVE • rn ABOVE FLASHING P-, C.M.U. 1,? a 0 FLASHING 2 �„ 5" MIN. ° O 0 MIN. GALV. MTL. 5X4" 5" MIN. FLASHING DIVERTER DCB 10038 OR EQUAL CU ,,1 _i i:'`�,' FLASHING STORM C LAR TOP AND SIDES OF ° ' 0") tJ m DIVERTER (SLOPED, w/ DRIP EDGE) 1 1 1 1 1 Q ,-, I v FLASHING 4" M 4 MIN.FLASHING UNDER ROOF. rn �, SHINGLES OR % W cc) O 0 45 DEGREE ANG. '`'"''I': CONCRETE TILE R F JACK PREMANUFACTURED + 2 / 3 MIN U Fr o SOLID ROOF MASTIC EXTEND 1 MIN. ---__ = r,, ¢.{3 GALV. 'L' FLASHING DRYER VENT CAP 1 1 1 1 a BEYOND DRIP EDGE 0 WALL. _ —__ TYPICAL o o (SET IN CONT. SEALANT) % � � � � r 1-1/2- TO I -------- -- -- G VJ ri z" CAP ; ROOFING FEL'( --_ --- -- °X -) _ ____ ____ W c� DRIP EDGE CAULK BOTTOM STEP 1 STEP 2 c "NOTE*: __-- ONLY BOTTOM FLANGE BOTTOM OF FLASHING & TWO SIDES STEP I TEP 2 STEP 3 INSTALL 6' MIN, M❑ISTOP APPLY SEALANT PER STEP 3 CUT BACK FASCIA DRIP NAILS EXPOSED OVER ROOFING INSTALL 9' MOISTOP INSTALL STUCCO STOP INSTALL 9' MDISTDP INSTALL 6' MIN, MOISTOP W JAMB FLASHING DOOR MANUFACTURER HEAD FLASHING O v BETWEEN 1-1/2" TO EDGE FASCIA JAMB FLASHING OR J -MOLD HEAD FLASHING AND INSTALL DOOR FASCIA 1142 FIGURE 1: FLASHING DRYER VENT MOISTOP PRODUCTS BY F❑RTIFIBER APS Y4BUILDING PAPER MDISTDP PRODUCTS BY FDRTIFIBER �� � p BUILDING PRODUCTS SYSTEMS IN WEATHERBOARD FASHION BUILDING PRODUCTS SYSTEMS APPLY BUILDING PAPER 0 -0 INSTALLATION(__2�FIGURE 2: CORNER DETAIL 3 VENT PIPE PENETRATION 4 PENETRATION IN CMU 4-1 C0 �tn.r,o IN WEATHERBOARD FASHION 'd (0 L- 8 VAPOR BARRIER AT DOORS g VAPOR BARRIER AT SGD qDO C SCALE: .T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. N m, �,�SCALE.N.T.S. � SCALE: N.T,S. - � 1=, Go c � a Za a,� w REFER TO NOTE ROOF CRICKET.r+ Q BELOW FLASHING MEMBRANE ASPHALT BASED MIN. 3:12 SLOPE (REQUIRED E--, Q w E -i -i �P-j W SEALANT APPLIED AT ALL LEVEL VALLEY 7/8" STUCCO SEALANT f BEHIND FLASHING LOCATIONS) DO NOT TAPE BOTTOM OF i PLASTER STOP AND EXTENDING A THESE DRAWINGS ARE THE PROPERTY OF NICK M. BRADFORD, P.E. PAPER BACKED LATE I VERTICAL WALL INSULATION FLASHING TAPE TO 1 1 /2 GAL WD MEMBRANE TO BUILDING MINIMUM OF 6' j AT ENTRY ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. PER PLAN SHEATHING PER SPECS SEAL GASKET SCREW 6" OC ® ;SEALANT �, ABOVE I 15# FELT DAM z VERTICAL RISE OF NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW SHINGLES OR v FLASHING ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE - ` LAP 4" OVER FLASHING SILL CONCRETE TILE AT WALL j SHINGLE OR ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL APPROVED FLASHING PIPE THROUGH WALL CONCRETE TILE INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY 0.19 x 10" ROLL ! 4" X 5" BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' ( ) 1 X 2 WD DAM NO SEALANT 0 FLANGE HORIZONTAL I SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND ATTACH 2x6 SYP 2 "J" CHANNEL STUCCO STOP VULKEM SEALANT AT SILL I GALV. FLASHING THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT # TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO w 4-16d NAILS 3/4' CLEARANCE MIN. STUCCO, SIDING, BRICK, ETC. ' CONT. THE COMMENCEMENT OF CONSTRUCTION. / � BEAD BELOW 1 x WD � TO EACH STUD CAP SHINGLE 'QUICK FLASH' GASKET DAM & RETURN UP WEATHER RESISTANT WINDOW ROOF SHINGLES INSTALL PER MFG. CORNERS FLASHING I I CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY w CONSTRUCTION. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR 15# FELT WEATHER RESISTANT HOUSE WRAP ANY DIMENSIONS. I THE STRUCTURES GROUP IS RESPONSIBLE FOR PROPOSED CHANGES 1/2" GYP. BD. __ (TYPAR, TYVEK, OR EQUAL) I TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ROOF SHEATHING PER SPECS BUILDING PAPER SHEATHING 4" HORIZONTAL UNDER 'QUICK FLASH' 2 ! ONLY. THE STRUCTURES GROUP IS NOS RESPONSIBLE *NOTE: SEAL ALL EXPOSED ROOF TRUSS OR 2x4 O FRAME WALL FLASHING 1 NOTE: THIS DETAIL IS FOR EXISTING STRUCTURAL COMPONENTS. NAIL NEADS 0 CAP SHINGLES BLOCKING j1 REQUIRED To the best of thu engineer's knowiedge, the 1 AT ALL VERTICAL WALL pians and specitications coulpiy with the minimum requirements of The Florida Building NOTE: INTERSECTIONS Code - Resldecitial. (2010 Edition) FOR USE W/WINDOW FRAMES 3" OR LESS WITH ROOF VALLEYS & ROOF ('5_ROOF TO WALL FLASHING 6 VENT PENETRATION IN WIDTH, COORDINATE WITH THE WINDOW CRICKETS. Plans and specifications comply with the Florida MANUFACTURER TO INSURE ADEQUATE CLEARANCE•........................................................................................................................................................... _.... buildin........� g code - RESIDENTIAL , section R301 SCALE. N.T.S. FOR WOOD FRAME FOR USE OF LOCKS AND LIFT RAIL. 2010 edition) FLASHING DETAIL A T Plans and specifications comply with the Florida 7 WOOD OPENING PAN building code, section 1609 for 139 mph wind zone �} (2010 Edition) 10 CRICKET WALL INTER . This drawing is valid for 12 months after the date FLASHING F 0 R WINDOW SILL it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code is SCALE: N.T.S. SCALE: N.T.S. changed. This drawing is signed and sealed for the structural DR H O R T O N DEFAULT N O T E S portions of the drawing only. Architectural, 4" WIDE VINYL CONTROL JOINT BY 4" WIDE VINYL CONTROL JOINT BY electrical, or mechanical details, if shown, are for 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 OR RIBBON MANUF. TRUSS OR RIBBON VERT CONTROL JOINT ®BLK NOTE; THESE STRUCTURAL NOTES ARE TO BE USED AS DEFAULT TYPICAL STRUCTURAL CALLOUTS IF NOTES ARE MISSING BOARD OFFSET W/ BLOCK BOARD OFFSET W/ BLOCK HORZ SPLICE SHOULD NOT BE WITHIN HORZ CONTROL JOINT DETAIL WALL TO FRAME WALL 2'-0" OF VERT CONTROL JOINT ON THE STRUCTURAL FRAMING PLANS. IN ALL CASES OF CONFLICTING NOTES, THE STRUCTURAL NOTES ON THE FRAMING REV. DATE &COMMENTS BY /16" O.S.B. OR 15/32" OSB /16" O.S.B. OR 15/32" OSB TRANSITION DETAIL / FLOOR PLANS OVERRIDE THE NOTES SHOWN ON THIS SHEET. --------WEATHER RESISTANT BARRIER WEATHER RESISTANT BARRIER #1 - HOUSE WRAP #1 - HOUSE WRAP 9" BITUMINOUS TAPE FLASHING BITUMINOUS TAPE FLASHING THER RESISTANT BARRIER WEATHER RESISTANT BARRIER #2 - PAPER -BACKING OR #2 - PAPER -BACKING OR N EQUAL EQUAL 7/8" STUCCO W/ LATH - 7/8" STUCCO W/ LATH - LATH TO OVERLAP CONTROL LATH TO OVERLAP CONTROL JOINTS PER MANUF SPECS JOINTS PER MANUF SPECS 6" TALL VINYL CONTROL JOINT BY 6" TALL VINYL CONTROL JOINnj T BY VINLYCORP (1578-50 UL) OR VINLYCORP (1578-50 UL) OR EQUAL EQUAL 1/2" STUCCO OVER CMU 1/2" STUCCO OVER CMU APPLY BEAD OF 3" UNPUNCRED ELASTOMERIC SEALANT OR E AL CONNECTOR ON 3 1/2" FELT PAPER BTWN 3 1/2" FELT PAPER BTWN AASSSEMBBLYINGRNeIELD BLK & WOOD CONT BLK & WOOD CONT NOTCH BOTTOM OF VERT CONTROL NOTCH BOTTOM OF VERT CONTROL JOINT TO SIT FLUSH ON HORZ JOINT TO SIT FLUSH ON HORZ CONTROL JOINT CONTROL JOINT CMU CMU PUNCHED PUNCHED * ALL BUTT JOINTS, INTERSECTIONS & * ALL BUTT JOINTS, INTERSECTIONS & ENDS SHALL BE SEALED AT TIME OF ENDS SHALL BE SEALED AT TIME OF INSTALLATION USING AN ELASTOMERIC INSTALLATION USING AN ELASTOMERIC SEALANT, OR EQUAL SEALANT, OR EQUAL 3" UNPUNCHED BLOCK WALL TO WOOD MECHANICAL CONTROL CONNECTOR 11 FRAME TRANSITION 12 JOINT DETAIL 1\,S CALE: N.T.S. SCALE: N.T.S. 'M NOLITHIC FOOTING SCHED. _ FFLAP 16"w x 20"d GONG. MONOLITHIC (1) 4'X4" (MINIMUM SIZE) SOLID P.T. WD. POST W/ (1) FOUNDATION w/ (2) #5 REBAR CF1 CONTINUOUS, EXTERIOR FOUNDATION SHEATHING °' SHEATHING 9" POURED SOLID w/ CONC. SLAB ON SHEATHING Q GRADE, SEE CONSTRUCTION DETAILS O Ld FOR ADDITIONAL INFO. H3 16"w x 12"d GONG. MONOLITHIC 3(2) 4„ ¢ FOUNDATION w/ (2) #5 REBAR CF2 CONTINUOUS. INTERIOR FOUNDATION L POURED SOLID w/ CONC. SLAB ON 3 1/2" X 5 1/4" PARALLAM POST W/ (1) SIMPSON GRADE. SEE CONSTRUCTION DETAILS H4 (2) 1.75" X 16" LVL HEADER W/ (3) SIMPSON MSTA24 0 EA END. SUPPORT ENDS W/ (4) 2"X4" WOOD JACK FOR ADDITIONAL INFO. 3 1/2" X 7" PARALLAM POST W/ (1) SIMPSON HTT5 12"w x 8"d CONC. MONOLITHIC BASE FOUNDATION w/ (1) #5 REBAR S CONTINUOUS. EXTERIOR FOUNDATION POURED SOLID w/ CONC. SLAB ON 5 1/4" X 5 1/4" PARALLAM POST w/ (2) SIMPSON GRADE. SEE CONSTRUCTION DETAILS HTT5 AT BASE. FOR ADDITIONAL INFO. 51/4" X 7- PARALLAM POST w/ (2) SIMPSON HTT5AT 24"w x 12"d GONG. MONOLITHIC BASE. FOUNDATION w/ (3) #5 REBAR CF4 E� CONTINUOUS. INTERIOR FOUNDATION POURED SOLID w/ CONC. SLAB ON GRADE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL INFO. 20"w x 20"d CONC. MONOLITHIC FOUNDATION w/ (3) #5 REBAR CF5 CONTINUOUS. EXTERIOR FOUNDATION POURED SOLID w/ GONG. SLAB ON GRADE, SEE CONSTRUCTION DETAILS FOR ADDITIONAL INFO. HEADER SCHEDULE 5 I LM WALL f UU I INV S;UHEU. _ FFLAP 16"w x 12"d CONC. STEMWALL (1) 4'X4" (MINIMUM SIZE) SOLID P.T. WD. POST W/ (1) FOUNDATION w/ (2) #5 REBAR S CONTINUOUS. EXTERIOR MASONRY SHEATHING °' SHEATHING 9" STEMWALL POURED SOLID TO CONC. SHEATHING Q SLAB ON GRADE. SEE CONSTRUCTION O Ld DETAILS FOR ADDITIONAL INFO. H3 16"w x 12"d CONC. MONOLITHIC 3(2) 4„ ¢ FOUNDATION w/ (2) #5 REBAR CF2 CONTINUOUS. INTERIOR FOUNDATION L POURED SOLID w/ GONG. SLAB ON 3 1/2" X 5 1/4" PARALLAM POST W/ (1) SIMPSON GRADE. SEE CONSTRUCTION DETAILS H4 (2) 1.75" X 16" LVL HEADER W/ (3) SIMPSON MSTA24 0 EA END. SUPPORT ENDS W/ (4) 2"X4" WOOD JACK FOR ADDITIONAL INFO, 3 1/2" X 7" PARALLAM POST W/ (1) SIMPSON HTT5 12"w x 8"d CONC. MONOLITHIC BASE w/ (1) #5 REBAR 8 8CONTFOUNDATION INUOUS. EXTERIOR FOUNDATION POURED SOLID w/ CONC. SLAB ON 5 1/4" X 5 1/4" PARALLAM POST w/ (2) SIMPSON GRADE. SEE CONSTRUCTION DETAILS HTT5 AT BASE. FOR ADDITIONAL INFO. 51/4" X 7- PARALLAM POST w/ (2) SIMPSON HTT5AT 24"w x 12"d CONC. MONOLITHIC BASE. FOUNDATION w/ (3) #5 REBAR CF4 CONTINUOUS. INTERIOR FOUNDATION POURED SOLID w/ CONC. SLAB ON GRADE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL INFO. 24"w x 12"d CONC. STEMWALL FOUNDATION w/ (3) #5 REBAR CF5 CONTINUOUS. EXTERIOR MASONRY STEMWALL POURED SOLID TO CONC. SLAB ON GRADE. SEE CONSTRUCTION DETAILS FOR ADDITIONAL INFO. -FLAP FLAP _ FFLAP FLAP (1) 4'X4" (MINIMUM SIZE) SOLID P.T. WD. POST W/ (1) Hl O (2) 2 X8 WD. HEADER w/ 1/2 PLY.. FLITCH PLATE w/ (1) SIMPSON LSTA24 0 EA. END. SUPPORT ENDS w/ (3) 2"X4" (MIN. DEPTH) WD. JACK POSTS w/ SIMPSON w/ (1) SIMPSON HTT4 (MASONRY) OR (1) � SHEATHING °' SHEATHING 9" SHEATHING X ' SHEATHING Q O Ld (2) 2"X12" WD. HEADER w/ 1/2" PLY. WD. FLITCH PLATE w/ (2) SIMPSON LSTA24 0 EA. END. SUPPORT H2 ENDS w/ (3) 2"X4" (MIN. DEPTH) WD, JACK POSTS w/ 51MPSON w/ (1) SIMPSON HTT4 (MASONRY) OR (2) SIMPSON LSTA24 WD. BEAM 0 BASE U.N.O. H3 1.75 X 11.25 LVL HEADER W/ (3) SIMPSON MSTA24 ® EA END. SUPPORT ENDS W/ (4) 2X4 WOOD JACK POST W/ (1) SIMPSON HTT5 0 BASE 3(2) 4„ ¢ P3 LLl CURB L P4 3 1/2" X 5 1/4" PARALLAM POST W/ (1) SIMPSON H4 (2) 1.75" X 16" LVL HEADER W/ (3) SIMPSON MSTA24 0 EA END. SUPPORT ENDS W/ (4) 2"X4" WOOD JACK 2 3 1/2" X 7" PARALLAM POST W/ (1) SIMPSON HTT5 BASE P6 POST W/ (1) SIMPSON HTT5 O BASE P7 5 1/4" X 5 1/4" PARALLAM POST w/ (2) SIMPSON HTT5 AT BASE. F8Pa 51/4" X 7- PARALLAM POST w/ (2) SIMPSON HTT5AT BASE. STEP 1 STEP 2 STEP 3 STEP 4 "HOUSE WRAP VENDOR" TO "BY WINDOW COMPANY" "BY WINDOW COMPANY" "BY WINDOW COMPANY' INSTALL CUT CORNERS OF BUILDING INSTALL 9" BITUMINOUS APPLY CONT, BEAD OF 6" JAMB FLASHING (EX: PAPER 0 45' ANGLE 9" UP FLEXIBLE SILL FLASHING SILICONE CAULK ON BACK FORTIFIBER, MOISTOP, OR AND 9" OUT FROM UPPER OVER 1X2 CURB & HOUSE SIDE OF TOP AND SIDE WIN. EQUAL) OVER WIN. FLANGE. CORNERS. WINDOW COMPANY WRAP (EX: DUPOINT FLANGES. INSTALL WIN. EXTEND 4" ABOVE OPNG. & 8" TO PRONTO 1 FLEXWRAP OR EQUAL) ACCORDING TO MANUF. BELOW. SPECS. FLAP FLAP 7 FLAP 7 5 B" 4 3 % 4 4 3 % 4 4 3 % 4 1 STEP 5 STEP 6 STEP 7 LINTEL SCHEDULE L1 8"X6" PRECAST LINTEL GROUTED SOLID w/ (1) # 5 REBAR. INSTALL AS PER CONSTRUCTION DETAILS ON THE CONSTRUCTION DETAIL SHEETS. 8"X16" MASONRY COMPOSITE BEAM GROUTED SOLID w/ L2 (1) #5 REBAR IN PRECAST LINTEL AND KNOCK -OUT BLOCK COURSE ABOVE, INSTALL AS PER CONSTRUCTION DETAILS ON THE CONSTRUCTION DETAIL SHEETS. 8"X 24"-48" DEEP MASONRY COMPOSITE BEAM OGROUTED SOLID W/ (2) #5 REBAR IN PRECAST LINTEL L3 AND ALL KNOCK -OUT COURSES ABOVE. #5 VERTICAL BARS 0 48" O.C. OVERALL DEPTH OF BEAM BASED ON TOP OF MASONRY (24" MINIMUM DEPTH) POWERBOX BEAM L4 8"X16" MASONRY COMPOSITE BEAM GROUTED SOLID w/ (1) #5 REBAR IN POWERBOX LINTEL AND KNOCK -OUT BLOCK COURSE ABOVE. INSTALL AS PER CONSTRUCTION DETAILS ON THE CONSTRUCTION DETAIL SHEETS. POWERBOX BEAM 8"X 24"-48" DEEP MASONRY COMPOSITE BEAM L5 GROUTED SOLID W/ (2) #5 REBAR IN POWERBOX LINTEL AND ALL KNOCK -OUT COURSES ABOVE. #5 VERTICAL BARS 0 48" O.C. OVERALL DEPTH OF BEAM BASED ON TOP OF MASONRY (24" MINIMUM DEPTH) NOTE: ALL PRECAST/POWERBOX LINTELS SHALL O LLJ I— z BEAM SCHEDULE (2) 2x12 P.T. WOOD BEAM W/ (1) SIMPSON AC4/LCE4 81 (WD. POST) OR (1) SIMPSON HUS210-2 (WD. BUCKET) OR (1) SIMPSON HUC210-2 (MASONRY BUCKET) OR (1) SIMPSON HD50 (MASONRY BEARING) ® EA. END U.N.O. (3) 2x12 P.T. WOOD BEAM W/ (1) SIMPSON ACO/LCE6 B2 WD, POST) OR (1) SIMPSON HU210-3 MAX (WOOD OR MASONRY BUCKET) OR (1) SIMPSON HD58 (MASONRY BEARING) 0 EA, END U.N.O. (2) 1-3/4" X 11 Y4" LVL WD. BEAM w/ (1) SIMPSON 83 POST)CC44 (WD. OR (1) SIMPSON BUCKET) OR (1) SIMPSON MBHA3 56/11 28 (MASONRY BUCKET) OR (1) SIMPSON HD5B (MASONRY BEARING) EA. END U.N.O. (2) 1-3/4' X 11 Y4" LVL WD. BEAM w/ (1) SIMPSON HD58 (MASONRY BEARING) OR (1) SIMPSON LGUM410 B4 (MASONRY BUCKET) OR (1) SIMPSON SIMPSON HGUS41 (WOOD BUCKET) OR (3) SIMPSON LSTA24 (WOOD POST) O EA. END U.N.O. (2) 1-3/4" X 16" LVL WD. BEAM w/ (1) SIMPSON B5 HD56 (MASONRY BEARING) OR (1) SIMPSON LGUM410 (MASONRY BUCKET) OR (1) SIMPSON HGUS410 (WOOD BUCKET) OR (3) SIMPSON LSTA24 (WOOD POST) 01 EA. END U.N.O. (2) 1-3/4" X 24' LVL WD. BEAM w/ (1) SIMPSON HD56 (MASONRY BEARING) OR (1) SIMPSON LGUM410 86 (MASONRY BUCKET) OR (1) SIMPSON HGUS414 (WOOD BUCKET) OR (4) SIMPSON HTS20 (WOOD POST) 0 EA. END U.N.O. PAD FOOTING SCHEDULE 24" x 24" x 12" DEEP REINFORCED F1 GONG. FOUNDATION PAD REINFORCED w/ #5 REBAR SPACED © 6" O.C. EACH WAY. 30" x 30" x 12" DEEP REINFORCED F2 GONG. FOUNDATION PAD REINFORCED w/ #5 REBAR SPACED 0 6" O.C. EACH WAY. 36" x 36" x 12" DEEP REINFORCED GONG. FOUNDATION PAD F3 REINFORCED w/ #5 REBAR SPACED ® 6" O.C. EACH WAY. 48" x 48" x 12" DEEP REINFORCED F4 GOING. FOUNDATION PAD REINFORCED w/ #5 REBAR SPACED 0 6" O.C. EACH WAY. 36" x 54" x 12" DEEP REINFORCED (IF5 GONG, FOUNDATION PAD REINFORCED w/ #5 REBAR SPACED © 6" O.C. EACH WAY. A/ NOTE; FOR ALL WOOD JACK POST AND SOLID CONVENTIONAL WOOD POSTS, THE SIZE OF THE POSTS SHOULD BE POST SCHEDULE INCREASED TO FIT THE WALL (IE ... A P2 WOOD JACK POST IN (1) 4'X4" (MINIMUM SIZE) SOLID P.T. WD. POST W/ (1) Pl SIMPSON C844 (CONC.) OR (1) SIMPSON ABU44 INSTEAD OF THE 2"x 4" WOOD JACKS REFERENCED IN THE NOTE) ORSIMPSON (1) HON STRUCTURAL NOTE SIMPSON CC#4) (NVERTED WOODBEAM)-OR COORDINATE WITH BEAM SIZE) 0 BASF U.N.Q. (3) 2"X4' (MINIMUM SIZE) WD. JACK POST w/ (2) P2 SIMPSON LSTA24 (WD. BEAM) OR (1) SIMPSON HTT4 (MASONRY/ Cl EPDXY ANCHOR BOLTS, SPACED 0 24' O.C. (6" CONCRETE) 0 BASE. U.N.O. BLOCK BEARING SOLID. P3 (4) 2'X4' (MINIMUM SIZE) WOOD JACK POST w/ (1) SIMPSON HTT5 AT BASE. P4 3 1/2" X 5 1/4" PARALLAM POST W/ (1) SIMPSON HTT5 0 BASE. P5 3 1/2" X 7" PARALLAM POST W/ (1) SIMPSON HTT5 BASE P6 3BASEX 7" PARALLAM POST W/ (2) SIMPSON HTT5 P7 5 1/4" X 5 1/4" PARALLAM POST w/ (2) SIMPSON HTT5 AT BASE. F8Pa 51/4" X 7- PARALLAM POST w/ (2) SIMPSON HTT5AT BASE. NOTE; FOR ALL WOOD JACK POST AND SOLID CONVENTIONAL WOOD POSTS, THE SIZE OF THE POSTS SHOULD BE I JOB NUMBER: 2012 INCREASED TO FIT THE WALL (IE ... A P2 WOOD JACK POST IN A 6" WALL WOULD CONSIST OF (3) 2"x 6" WOOD JACKS INSTEAD OF THE 2"x 4" WOOD JACKS REFERENCED IN THE NOTE) DATE NOVEMBER 13, 2013 STRUCTURAL NOTE DRAWN BY ATTACH WOOD FRAME WALL TO MASONRY w/ X6'0 Cl EPDXY ANCHOR BOLTS, SPACED 0 24' O.C. (6" EMBED. SIMPSON SET EPDXY) SCALE: LEDGER SCEDULE TO WOOD (2) 2" X 12' PRESSURE TREATED WOOD LEGDER w/ SHEET NUMBER O%"0 A325 THRU-BOLTS SPACED O 24" O.C. (TWO WL1 ROWS STAGGER PATTERN) INTO FRAMED WALL BLOCK WOOD FRAMED WALL SOLID W/ 2" X 12" BLOCKING IN BETWEEN STUDS TO RECIEVE THRU-BOLTS. (2) 2" X 8" PRESSURE TREATED WOOD LEGDER W/ S5 )k"O A325 THRU-BOLTS SPACED 024" O.C. (TWO KNEE WALL NOTE `, J ROWS STAGGER PATTERN) INTO FRAMED WALL BLOCK WOOD FRAMED WALL SOLID T 2" X 8" BLOCKING IN IGN &SEAL K1 2" X 4" FRAMED KNEEWALL W/ (1) SIMPSON MT512 BETWEEN STUDS TO RELIEVE THRU-BOLTS. STRAPPING AT EACH STUD. LEDGER SCEDULE TO CMU JOIST / RAFTER NOTES (2) 2" X 12" PRESSURE TREATED WOOD LEGDER W/ BE SUPPORTED DURING CONCRETE CURE. WO EPDXY ANCHOR BOLTS SPACED O 24" O.C. (TWO "BY WINDOW COMPANY" "BY WINDOW COMPANY" "BY WINDOW COMPANY" APPLYJ1 2"x 8" P.T. WOOD JOISTS SPACED 0 24" O.C. W/ WL1 ROWS STAGGER PATTERN) INTO MASONRY/CONCRETE INSTALL 6" HEAD FLASHING ALLOW BLDG. PAPER FLAP JAMB FLASHING OR WEATHER SIMPSON HID (WOOD) OR HUC26 (BUCKET) OR META20 WALL. (6" EMBEDMENT IN CONCRETE W/ SIMPSON SET OVER WIN. FLANGE. EXTEND TO DRAPE OVER THE HEAD RESISTANT TAPE OVER 45' CONCRETE BEAM SCHEDULE (CMU) 0 EACH BEARING END., EPDXY). 8" BEYOND OPNG. FLASHING. ANGLE CUT IN BLDG. PAPER. cB1 8"x 16" CONCRETE BEAM W/ (2) #5 REBAR (TOP & J2 2"x 10" P.T. WOOD JOISTS SPACED 0 24" O.C. W/ (2) 2" X 8" PRESSURE TREATED WOOD LEGDER W/ OVERLAP ANGLE CUT BY MIN. BOTTOM) W/ #3 STIRRUPS SPACED 0 8" O.C. SIMPSON H14 (WOOD) OR HUSC28 (BUCKET) OR O X'O EPDXY ANCHOR BOLTS SPACED 0 24' O.C. (TWO OF 2". HETA20 (CMU) 0 EACH BEARING END.. WL2 ROWS STAGGER PATTERN) INTO MASONRY/CONCRETE 14 VAPOR BARRIER A T WINDOWS G82 MIDDLE"CONCRETE BEAM & BOTTOM) W/ #3WSTIRRUPS REBAR (TOP, SPACED 0 8" O.0 WALL. (6' EMBEDMENT IN CONCRETE W/ SIMPSON SEr J3 2"x 12" P.T. WOOD JOISTS SPACED ® 24" O.C. W/ EPDXY). SIMPSON H14 (WOOD) OR HUSC28 (BUCKET) OR HETA20 (CMU) 0 EACH BEARING END.. SCALE: N.T.S. 8"x 24" CONCRETE BEAM W/ (4) #5 REBAR (2 ROWS) {1 CB3 (TOP & BOTTOM) W/ (2) #5 REBAR (MIDDLE) W/ #3 FEB 2014 E STIRRUPS SPACED 0 8" O.C. LOWER ROOF/UPPER FLOOR FRAMING PLAN SCALE: V4' =1'-a' 2x BLOCKING W/ 2 LAYER5 OF EIRE RATED PLYWOOD fl EITHER SIDE FIRE STOP BLOCKING ( 6CALE: 1/2' = 1'-0' SG # 2013283 Project: Hidden Lake Duplex TWSSeS: PrelirAnary s Truss I.D. Bearing Uplift Stag marmf. Strap Nurrher Capacity f� F=astening 7j GO L 2847 SIMPSON PA 23 1 3685 18-'1 Cad R 2847 SIMPSC7N PA23 1 3685 � 18-16d .... .:.:. j...,: ALL O_ HER TI�'USSES ::.,.. ..... .......... ..... ........., .................... .........".:. ...... .. ..;.... :.::,..., ...... ..... ., ........... MASONRY BEARING SIMPSON MEIA20 1 1450 7-10dx 1 1/2" �AOOD FRAMED SIMPSON H10A 1 1140 18-1 Od x 1 1/2" BUCI<EC CONNECTIONS SIMPSON HUS26 1 1550 20-16d MOUNT STRAPS VERi1CA L - WALL HEIGHT5 YERIFY ALL BEARING WALL HEIGHT5 WITH FINAL TRU55 LAYOUTS POURED RAKE TENANT SEPARATION SOFFIT LEDGER SC EDULE (TO CMU) (2) 2" X 12" PRE55URE TREATED WOOD LE6DER NV "� EPDXY ANGHOR 5OLT5 5PA0D @ 24" O.G. (TWO wll ROW5 5TA66ER PATTERN) INTO MA50NRY/GONGRETE WALL (b" EMBEDMENT IN GONGRETE W/ 51MP50N 5ET EPDXY). (2) 2" X 8" PK55URE TREATED WOOD LErPER 1^V 0%l EPDXY ANGHOR BOLTS 5PAGED cq 24" O.G. (TWO WL2 ROW5 5TA(;6ER PATTERN) INTO MA50NRY/GONGRETE WALL. (6" EMBEDMENT IN GONGRETE N 51MP50N SET EPDXY). TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE — RESIDENTIAL SECTION R301(20I0 EDITION) PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 160-1 FOR 151 MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR UNTIL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE IS GHANGED. TH15 DRAWING 15 SIGNED AND 5EALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONLY, ARCHITECTURAL, ELECTRICAL, OR MECHANICAL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT COVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRACTOR5 RE5P0N5IBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION DEGIN5. THE ENGINEER OF RECORD 15 RESPON515LE FOR THE 5TRUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFE551ONAL5' 5HOP DRAWINGS, GONTRAGTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWIN05 MUST BE DROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF GON5TRUCTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR ANY DIMENSIONS. THE STRUCTURES GROUP 15 RESPONSIBLE FOR PROPOSED GHANGES TO ORIGINAL 5TRUGTURE SHOWN ON THESE PAGES ONLY. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. The Structures Grom Inc. Dr. Nick M. Bradford, P.E. 1+'L. Reg. #52585 CA 8956 1714 N. Arrrrerria Avenue, 't'arrrpa, FL 33607 Phone (813)877-3121 S. E. #8 Fax (813)875-9320 www.Structures—Gro up. corn vgi COMP FILE ISSUED 1.3.13 REVISED 2.11.14 ISSUED 02-12-2014 vi i7 � yNO1 7F& VI 1, V C N 6 u 06A p SEH LOWER ROOMPPER FLOOR • FRAIIING PLAN • DWN BY: K.R. • • CHECKED BY: D.D, • • SSHEET NU ER TRS 1 OF • s ct f� 7j Q� ® � a 00 0 LOWER ROOMPPER FLOOR • FRAIIING PLAN • DWN BY: K.R. • • CHECKED BY: D.D, • • SSHEET NU ER TRS 1 OF 1 —T 1 W!L AIR I 1916 401=m WL m i SCALE: 114' =1'-0' SG 2013283 R-oject: — Hidden Lake DLIPIex Tcrlsses: R-dirli nary Truss 1. D. Bearing Uplift Stap Manut, Strap Number Capac ity Fastening - C� G04 L 2847 SIMPSON PA23 1 3685 18-16d R 2847 SIMPSON PA23 '1 3685 18-16d ... ALL OTFER TRUSSES M' ASONRY 3FARNG SIMPSON META20 1 1450 7-10dx 1 1/2" ' OOD FRAMED SI1 IPSON H10.A 1 1 140 '18-1 Od x 1 1/2" BUCKET CONNECTIONS SIMPSON HUS26 1 1550 20-16d / kkx MOUNT STRAPS VERTICA L T1 T4 T4 T1 U G4 G4 G3 G3 G2 G2 1 —T 1 W!L AIR I 1916 401=m WL m i SCALE: 114' =1'-0' SG 2013283 R-oject: — Hidden Lake DLIPIex Tcrlsses: R-dirli nary Truss 1. D. Bearing Uplift Stap Manut, Strap Number Capac ity Fastening - C� G04 L 2847 SIMPSON PA23 1 3685 18-16d R 2847 SIMPSON PA23 '1 3685 18-16d ... ALL OTFER TRUSSES M' ASONRY 3FARNG SIMPSON META20 1 1450 7-10dx 1 1/2" ' OOD FRAMED SI1 IPSON H10.A 1 1 140 '18-1 Od x 1 1/2" BUCKET CONNECTIONS SIMPSON HUS26 1 1550 20-16d / kkx MOUNT STRAPS VERTICA L WAIL HEIGHT5 VERIFY ALL HEARING WALL HEI61-IT5 WITH FINAL TRU55 LAYOUT5 LQ;)SER QGEDULE (T"® CMU) (2) 2" X 12" PRESSURE TREATED WOOD LEGDER N1 0%" � EPDXY ANCHOR BOLT5 SPADED @ 24" O.G. (TWO wu ROW5 STAGGER PATTERN)INTO MASONRY/GONGRETE WALL. (6" EMBEDMENT IN GONGRETE W/ 51XP50N SET EPDXY). (2) 2" X S" PRE55URE TREATED WOOD LEOPER W/ CD'4 EPDXY ANCHOR BOLTS SPAGED @ 24" O.G. (TWO 2 ROW5 STAGGER PATTERN)INTO MA50NRY/GONGRETE WALL. (6" EMBEDMENT IN GONGRETE W/ 51MP50N SET EPDXY). TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPEGIFIGATIONS GOMPLY WITH THE MINIMUM REOUIREMENT5 OF THE FLORIDA BUILDING GODE - RESIDENTIAL SEGTION R301(2010 EDITION) PLANS AND SPEGIFIGATION5 GOMPLY WITH THE FLORIDA BUILDING CODE, SEGTION 16Oq FOR 13q MPH WIND ZONE (2010 EDITION) TH15 DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR UNTIL THE REOUIREMENT5 OF THE FLORIDA BUILDING CODE 15 CHANGED. THI5 DRAWING 15 SIGNED AND SEALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURAL, ELEGTRIGAL, OR MEGHANIGAL DETAILS, IF 5HOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT GOVERED UNDER THIS SEAL. NOTE: IT 15 THE GONTRAGTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD 15 RESPONSIBLE FOR THE S7RUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISGREPANGY BETWEEN FIELD CONDITION5, OTHER DF-51ON PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF REGORD PRIOR TO THE COMMENGEMENT OF GON5TRUGTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GONSTRUGTION. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE 5TRUCTURES GROUP 15 RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE 5TRUGTURES GROUP IS NOT RESPONSIBLE FOR EXISTING STRUGTURAL GOMPONENTS. The Structures Group, Inc. Ur. Nick M. Bradford, P.E. S.E. FL. Reg. ##52585 CA 8956 1714 N. Arrneuia Avenue, ##E3 Tampa, FL 33607 Phone (813)877-3421 Fax (813)875-9320 www.Structures—Group.corn 09 COMP FILE - ISSUED q.5.15 REVISED 2.11.14 ISSUED 02-12-2014 s • • UPPER ROOF FRAMING PLAN • •oil \N • • DWN BY: R.R. CHECKED BY: D.D. • SHEET N BER TR� OF . Q� C� i r 0 / • UPPER ROOF FRAMING PLAN • •oil \N • • DWN BY: R.R. CHECKED BY: D.D. • SHEET N BER TR� OF .