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HomeMy WebLinkAbout353 Bella Rosa CirCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /I u _- ) C) Docuntetif d Construction Value: $ ! y (_ �-- 6) <� ) o / .rob Address: 35 3 9-611a, eoja- �r��� j�" Historic District: Yes -r--- ❑ No C� Parcel ID: 69-9-19 - 31 - 50a - CCS G - t) lu 0 Zoning: Description of Work: N Ewe Plan Review Contact Person: --34tm LSV E t_� Title: Phone: (`a1 44 to U3(�3 I+a : �1a7� �k7 1�t�k� E-mail: � ave -\q -it Property Owner information Name Phone: (-fes 1> Street: 16S,501 ,c�tt t w ave �2�vt t�: ZIU Resident of property! City, State Zip: Contractor Information Name Phone: tLa l ft'1�1 - �`I L1 1 Street: 1 �5r�0 h�ez�l�wAv ��w=.� ,-rte : 210 City, State Zip: State License No. C 6C --1a 1 �4) Architect/Engineer Information Nattte: r une-e I > —/�---- — Mine: Street: lel Fax: City, St, Zip: E-mail: riri� ;d_. o llabu r�i C`' Bonding Company: N W Address: Building Permit (� No., of Dwelling Units: Electrical 0' Mortgage Lender: NSA Address: PERMIT INFORMATION Construction Type: Flood None: NeV-V Servir_e - No. of AMPS: Vl qmh apical EJ (Dul-A layout req{ uir xl Col. need e) systeal, No. of Stories: Ylur►tbing[� New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of head:;: I ----- MK. $lzE REINfFORVNG — DEiITH — - I * W O.C. EACH WAY 12' U=EP 1 2 2'-o`x2'uv' CI) i�v &' U.G. EACkl UJAY 15' PEEP FOUNDATION NOTE$; 1. 5E� SHEET SN FOR TERMITE PROTECTION SPECIFIC ATION5 2, A FOUNDATION SUMVEY SHALL. 5E r ERFOIe ) ANDA COPY OE THE SURVEY SHALL DE ON THE 51 T E FOP, THE E31JILDINCx IN5PECTOR5 USE. OR, ALL PROPERTY MARKERS SHALL DE EXPOSED AND A 5T1RINr 5TIRECTCNED FROM MARKER TO MAWER TO VE'RIF'Y REQU1REP 5ETBACK,5. NOTE; 13OR4CARE TPr:ATED LUMF3ER 15 AN AL,TEFNATE TERMITE P'R'OTE(_-TION TO 501!_ P0I50NING3. SATN CUT CRACK CONTROL JOIN T. CUT TO BE BADE 11 WrrHIN 24 HOURS OF I CONCRETE PLACEMENT. CONCRETE SEE ti�ENERAL / NOTES AND MIX �/ RFQUIREME NTS FOR PLACEMENT. MIN.1/8" IN WIDTH 3/4" IN DEPTH /`' y \\ A •V 4 :=rn1T�T-fEl' CONCRETE FLOOR WELDED WIRE FABRIC PER TYP. WALL SECTION SAW CUT CRACK CONTROL JOINT Q `o a .9 m DRIER _ `7FNT T PAD WALL PAN6EN - FOX 0 '-0i. 3'-1011 13'-5" 4'-61I yam 4o o° 4'-44 4'-8" FILL. CELL W/f'IA60NRY NIX TO — COVER PIPE. (APPROX. 3 COURSES) r NO \1�r_f3T. FEF)AR REQUIRED I )' 6'Y3'..6, -- I T - F --I __T _T._ .T— - -- -- — 4/C PAD a' WIDE MONOI OYE FOOTING Ha. 7.1 LI J � \ Y 560 - I I H5. <r (L j EI.GVATGN I - INDICATt--s f., VERT. 1N -- I I 12' a' �� v a" 12' i r.% CONC. MA50NPY El j FILL + D 501_ID IJJ/ CONC, Ti, !--- --- - - --- ._ _ — I LOOK INT() BEAM A5V. KT i AND FT6F, BELOW. I �r _,.._._. _ _. — — —. _ o - � I 42'X45' 614al ER PAN r i x'6° I.U. Gc)`1C. NOVO-fire. 111/ _ _ I Pi 2 - 1, CONT. REBAR5 F'i�OV1DE 2�' t11^l LAI' Wr-RE 5T1LICFU i 3/4' CJ. ASVD WIRE TCGETHER TT. OF FTG. SHALL PE f2' I I" ` BELGiU GRADE �� I —_—�-_ AH. I % PVC AG DRAIN nr j I (D E FLOBER I I / u 3OW FSI CrANCP,ETF FOR HEI:Q'1400 CO.ONLY 21' -CJI X2;_3° „ 21-V .2 rq I ,LSI ELFVATIal AT a' a' (A551I1CD) I REF 5 4' TF11�3000, 2500 OR 3 R61. IL � I CrACKIE SLAB al GRADE UJ/ 6x6 UJl.401.4 rr.$1 IN TOP I-1/2' OF I - - OR F15ER NMT> �VFi2 UJJ;) VAPOR i AraRIER TC1.EfiN, *1.L .- �- W.G.-�� N1'aCTF D, TEler If _ iEaTED, LAV. COI \ J 1 ELEVATIGN I i j W 0-41 I 1 GRANULAR FILL. I Iaw j ,_ I I y I r L I ____ j 3/4'x9 -I/?° i el _/4' C.J. 1 C.I. G.J. III. ELEVATj ! �U =r � I ----- i I -- I i3'_0' i REFER TO ELEVATIONS FOR TYPE OF COLUMN5 I1\15TALLED I AT ENTRY TO ENSURE PROPER f = I I FOUNDATION F'EINFORCEMENT - - - �- ___ .-_ .- . _ .� BEFORE ANY COH5TRUCTION - w i 5EGIN5. - i -- —T _ _ i u 63 t4:) fT/1' RECESS FOR GAr` DR ELEVATI W 64 4X1' -o' uui\juATIU'N PLAN 04 c� 1 cfJ U MC15 W v) CL Z C w U LIJ w 1 cw CD 0", ce U CEJ TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SCALED FOR THE STRUCTURAL PORTION Or THIS DRAWING ONLY. 2011 LENNAR CORP: THIS PLAN MAY NOT 8E REPRODUCED IN ANY MANNER 4VIIHOUT WKITIEN CONSENT FROM LENNAR CORPORATION. 201 I -THESE DRAWINGS AND DESIGNS ARE THEJOINT PROPERTY OF DANSCO ENGINEERING, LLC AND IRE CLIENT ON THIS PROJECT. ANY REPRODUCTION GR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 FBC UPDATES — 2.002009D SUPPLEMEM;ADDED— U7-14-09 WINPRESSURES 4OPENINGS; REMOVED BATH #2 WINDOW; REVISED ENTRY DR. RECESS TO 9-1/2" D9 -08-0`i 3.00 ARCH. REVISIONS FOR 7 I 10-1307 3.01 ELECTRICAL OPTION PLAN 10-15-09 4.00 SALES OFFICE 09-29-10 4.01 MODIFIED FILLED CELLS 11-05-10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 CA 25948 [] SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 [� MIKE RICHMOND, P.E. #59107 ENGINEER SEAL: SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 310052 DATE ISSUED: 01.20.1 1 DRAWN BY: xx REVIEWED BY: m — I -L bi h 2 155 DIAWNAL j AT ALL INTERIOP 51-A5 I " CIMER5 (TT F) �. rim l I II j C) I I K"I 21-01 I 42x60 ' Ul 1 THTC.' j. TUB - 42'X45' 614al ER PAN r i x'6° I.U. Gc)`1C. NOVO-fire. 111/ _ _ I Pi 2 - 1, CONT. REBAR5 F'i�OV1DE 2�' t11^l LAI' Wr-RE 5T1LICFU i 3/4' CJ. ASVD WIRE TCGETHER TT. OF FTG. SHALL PE f2' I I" ` BELGiU GRADE �� I —_—�-_ AH. I % PVC AG DRAIN nr j I (D E FLOBER I I / u 3OW FSI CrANCP,ETF FOR HEI:Q'1400 CO.ONLY 21' -CJI X2;_3° „ 21-V .2 rq I ,LSI ELFVATIal AT a' a' (A551I1CD) I REF 5 4' TF11�3000, 2500 OR 3 R61. IL � I CrACKIE SLAB al GRADE UJ/ 6x6 UJl.401.4 rr.$1 IN TOP I-1/2' OF I - - OR F15ER NMT> �VFi2 UJJ;) VAPOR i AraRIER TC1.EfiN, *1.L .- �- W.G.-�� N1'aCTF D, TEler If _ iEaTED, LAV. COI \ J 1 ELEVATIGN I i j W 0-41 I 1 GRANULAR FILL. I Iaw j ,_ I I y I r L I ____ j 3/4'x9 -I/?° i el _/4' C.J. 1 C.I. G.J. III. ELEVATj ! �U =r � I ----- i I -- I i3'_0' i REFER TO ELEVATIONS FOR TYPE OF COLUMN5 I1\15TALLED I AT ENTRY TO ENSURE PROPER f = I I FOUNDATION F'EINFORCEMENT - - - �- ___ .-_ .- . _ .� BEFORE ANY COH5TRUCTION - w i 5EGIN5. - i -- —T _ _ i u 63 t4:) fT/1' RECESS FOR GAr` DR ELEVATI W 64 4X1' -o' uui\juATIU'N PLAN 04 c� 1 cfJ U MC15 W v) CL Z C w U LIJ w 1 cw CD 0", ce U CEJ TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SCALED FOR THE STRUCTURAL PORTION Or THIS DRAWING ONLY. 2011 LENNAR CORP: THIS PLAN MAY NOT 8E REPRODUCED IN ANY MANNER 4VIIHOUT WKITIEN CONSENT FROM LENNAR CORPORATION. 201 I -THESE DRAWINGS AND DESIGNS ARE THEJOINT PROPERTY OF DANSCO ENGINEERING, LLC AND IRE CLIENT ON THIS PROJECT. ANY REPRODUCTION GR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 FBC UPDATES — 2.002009D SUPPLEMEM;ADDED— U7-14-09 WINPRESSURES 4OPENINGS; REMOVED BATH #2 WINDOW; REVISED ENTRY DR. RECESS TO 9-1/2" D9 -08-0`i 3.00 ARCH. REVISIONS FOR 7 I 10-1307 3.01 ELECTRICAL OPTION PLAN 10-15-09 4.00 SALES OFFICE 09-29-10 4.01 MODIFIED FILLED CELLS 11-05-10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 CA 25948 [] SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 [� MIKE RICHMOND, P.E. #59107 ENGINEER SEAL: SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 310052 DATE ISSUED: 01.20.1 1 DRAWN BY: xx REVIEWED BY: m — I -L bi h AREA CALCULATIONS LIVING : I9 5F, CxARAGE : 413 5F. COVERFD ENTRY: % 5F. PORCH : 56 SF. � TOTAL : 2413 5F. STRUCTURAL I1GrE5 �� PROvIPE (U #5 CONT. IN FILLED P.C. LINTEL 4 KO. BLOCK ABOVE FIL LED 50LID W/ GROUT 4 (U'5 CONT. 20 PROVIDE (U 15 CONT. IN FILLED P.C, LINTEL W/2" RI"CE55. (2) 2 x 6 HEADER W/ (U USP L5TAI8 -T EACH END. PROVIDE lU 2 x 4 JACK aTUD a EA. END W/ (U USP HTT16 Q BASE (REFER TO DETAIL N/S4 4 Q/54 FOR MORE INFO.) G (2) 2 x 8 BEAM 1W/ 1/2' PLY WOOD FLITCH PLATE 4 lU U5P L5TA18 9 EACH ENP. PROVIDE (2) 2 x 4 JACK STUDS w EA. END W/ (1) U5P HTTI(o 1D BASE (REFER TO DETAIL N/54 4 0/54 FOR NORE INFO.) Elevation A 4 C Only 8' FILLED P.C. LINTEL 4 K0. BLOCK ABOVE FILLED 801-11) W/ GROUT 4 (1) # CONT. O ALIGN (2) 2 x STUD BENEATH EACH TRU55 W/O) U5P HTW20 f� TOP 4 (2) USP SPT4 Q BOTTOM. 1\ S° FILLED RECESS P.C. LINTEL 4 KO. 51 -CCK ABOVE FILLED SOLID W/ GROUT 4 (1)15 CONT. NOTE: 1. PROVIDE MIN. V EMBEDMENT FOR ALL HT fl6 ANCHOR 5OLT5. 2. POWER BOX LINTEL (IS GAU(3E) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4 REINFORCEMENT INFO A5 INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR MORE INFO) WALL 1=E6JENp 3' 6' 10ICATE5 FILLED CELL W/ (1) 5 VERT. ENGINEERING, LLC INDICATES TOR' Cf MASONRY is 8'-0' AFF. E p. 813.645.0166 } /36 INDICATES SHEAR WALL (BLOCKS BETWEEN FILLED CF1-L5 ARE NOT TO BE FILLED, UNLESS NOrt-D ON PLAN) w CD INDICATES INTERIOR BEARING WALL li'-0'1- INDICATE5 2x4 FPA'1E WALL (1,Ih0) L ----- FLOOR PLAN NOTES: 1. SEE SWEET SNI FOR COMPONENT 4 CLAPPING DE51GN PRE85UPE� TABLE. 2. SEE SHEET 5DWI 4 5D1)2 FOR DOOR AND UJINDOW TABLES AND INSTALLATION INFOW IATION. 3. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST 5E COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMINC, INSPECTION (PER FBG 1083). 4. * -DENOTES EGRESS WINDOW 5. PROVIDE TEMPORARY SUPPORT FOR ALL MASONRY WALLS GREATER THAN V-0' DURING CONSrRUCTION. (FBC 2104.1-5) 6. GARAGE DOOR SHALL BE L.AOF-LED WITH A PERMANENT LABEL PROVIDED BY THE MANUFACTUIr-R. AA 3 40'-0' 12'-4' 14'-0" STAIR (BY OTHEW-) LOCATION 12'-4" WHEN STEN WALL 15 USEG 17 F -I -r _T- T- - -- -- - I I I I ! LANgIr� 25 5H. T.Oi i.1 25 5N. 303 r SF� RD. AT 6'-8' T.01 I. 8' 0° i 3' 6'x3' 'o' HD. AT V-8' -4 3 PSP -40.1 PSF S'-@' 1 0.1 F F J}c- :tiff EGRE55 Air, PAG m EGRESS 17 \ \ j LANAI / 12'-4'x1' 8' VAULTED CLG. 851 I Te MAIT-W a' �' X5.1 12' 4'x14' 8' VAULIIED CLG. VAULTED CLC. 25:12 f�0T`� T - 1 4 SH. 313 F "alF/ -34.0 P5 -r A/,, 303 PSF -33.0 PSP t VAULT `" \ / ' - _ - / VAULT 12'-0' \ I'-4' a -0X6 -a TE .S.GO.14'-"2 W-01 � �! / \ FLU,." FRAME / NOTE: \ FLUSFI FRAME M �0 1 vT ALL INTERIOR I \ - TO N1RR!NG SLGPING -m 51.oPIr1G TO FURRING 93 / ANGLED WALLS CLG, fi AT 415- \ 30.h PSF ✓ - - _ _ 2-46-6 DKr. �- �r--ARCH FROM M.r 51-OPING , \ \ 1'-4'T0 V-0' GLCT' s� _0 \ / 3'-9' �n 5'-1' I 3'-2' SLOPING 2 6x6 8 9 \ Fr ARCh FT�G/f f -� 1`� - - n \ / VAIJLTED CLC. I CLG. °- u E� \ _ 2'' Q i�` I co t� IGRAt R0OR1 N -- >P wV, 1122'x36' ATTIC I VAULTED CLG. \ \ / / 2.4x6.3 PICT. �\ 1ACCEE55 a(U OR (2) R/5 PER 5 EC$ , - � I 42'H. 2.5:1- 2 t2.5a2 CLG. VAULT I VAULT 4 -42'H. DRYWALL 5FDROOM 3 I!'-6'xlO'-4' VAULTED CLG. 23:12 VAULT 48 W.C. SHELF I AH ON 2a'5 -0x6 8 Q - HIGH FLATFORJ"f \ - 1-'F0 �I 4-- RETURN AIR 0' fLT. CLG. 0 0 42' H. I NOTE: � ATTIC �, COUNTERTOP I ALL INTERIOR{- -I- \ 1 ANGLED (WALL$ W5 K KNEE ARE AT A- (UN O ) s :f2 VAUL .p LG. \WALL 1 °' _ 5'-4" VAULT I�I�Gi fr \ O \ - - 25:12 = . -- CAUL IGLG� s� O \ - I- VAU!_T ` 4'-4i. 2�- 3'-0' All, , 5'-0"1' 0' - Iv I v-10.,ARCH F" DRYER�- in: T- I 1 \�;�' 1'-4' TO V-0' \ �, a \4x6- x.5:12 5:!2 2 4' PAD WALL -� I � - � l 8 73 p CLG. I CLG. HANSEN w BoxI I\ 3'- --- - ---- --- _� 7 -11z \ 1 12' SHELF OR 60'x30'IN SULATE W'H• CABINET ABOVE WALLS APPLIANCES PER SPECS 54'x22' �O ATTIC AC.CE5.5 _~ SIM. SEE NOTE #6 Z' FOR MORE INFO o� u: GARAGE 34.6 ' 8'-0' PLT. HT. 3-0;6-8 (o -FN - AND AND F.G. ABV. LINE OF GARAGE DOOR IN OPEN POSITION T - ------------------ -1 ' I F / DUCT5 IN THE GARAGE AND DUCTS PENETRATING 54 THF WALLS OR CEILINGS SEPARATING THE DWELLING 1 FROM 1 THE GARAGE SHALL EE CONSTRICTED OF A MIN. 126 GAGE (0.48 mm) SHEET STEEL OR OTHER APPROVFr) MATERIAL AND SHALL HAVE NO H1), OPENINGS INTO THE GAR,46E. !6-0x1-0 OR GA ^R GE DOOR (549 rK -29.4 FEF 8454 NOTE: ALL !NTFRIOR ArIGLED WALL5 ARE AT 45• (u.N.o.) ; - --� -- RE n LINE OF DRY5TACK LEDGEBTONE (TVP) / WIND 25 PL V LTED CEI C2 I' T.O.B. L ' AFF J PLT. HT. -- w sLt lil it LLL co T- �r W T.ON. AFF. r � ,A LAv .a iu 3' 6' ENGINEERING, LLC 42x60 n DROP-IN rC TUB E p. 813.645.0166 } /36 www.darlscoengineer ng.coni w CD 42'H. 2.5:1- 2 t2.5a2 CLG. VAULT I VAULT 4 -42'H. DRYWALL 5FDROOM 3 I!'-6'xlO'-4' VAULTED CLG. 23:12 VAULT 48 W.C. SHELF I AH ON 2a'5 -0x6 8 Q - HIGH FLATFORJ"f \ - 1-'F0 �I 4-- RETURN AIR 0' fLT. CLG. 0 0 42' H. I NOTE: � ATTIC �, COUNTERTOP I ALL INTERIOR{- -I- \ 1 ANGLED (WALL$ W5 K KNEE ARE AT A- (UN O ) s :f2 VAUL .p LG. \WALL 1 °' _ 5'-4" VAULT I�I�Gi fr \ O \ - - 25:12 = . -- CAUL IGLG� s� O \ - I- VAU!_T ` 4'-4i. 2�- 3'-0' All, , 5'-0"1' 0' - Iv I v-10.,ARCH F" DRYER�- in: T- I 1 \�;�' 1'-4' TO V-0' \ �, a \4x6- x.5:12 5:!2 2 4' PAD WALL -� I � - � l 8 73 p CLG. I CLG. HANSEN w BoxI I\ 3'- --- - ---- --- _� 7 -11z \ 1 12' SHELF OR 60'x30'IN SULATE W'H• CABINET ABOVE WALLS APPLIANCES PER SPECS 54'x22' �O ATTIC AC.CE5.5 _~ SIM. SEE NOTE #6 Z' FOR MORE INFO o� u: GARAGE 34.6 ' 8'-0' PLT. HT. 3-0;6-8 (o -FN - AND AND F.G. ABV. LINE OF GARAGE DOOR IN OPEN POSITION T - ------------------ -1 ' I F / DUCT5 IN THE GARAGE AND DUCTS PENETRATING 54 THF WALLS OR CEILINGS SEPARATING THE DWELLING 1 FROM 1 THE GARAGE SHALL EE CONSTRICTED OF A MIN. 126 GAGE (0.48 mm) SHEET STEEL OR OTHER APPROVFr) MATERIAL AND SHALL HAVE NO H1), OPENINGS INTO THE GAR,46E. !6-0x1-0 OR GA ^R GE DOOR (549 rK -29.4 FEF 8454 NOTE: ALL !NTFRIOR ArIGLED WALL5 ARE AT 45• (u.N.o.) ; - --� -- RE n LINE OF DRY5TACK LEDGEBTONE (TVP) / WIND 25 PL V LTED CEI C2 I' T.O.B. L ' AFF J PLT. HT. -- w sLt lil it LLL co T- �r W T.ON. AFF. r � ,A LAv .a iu 3' 6' ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.darlscoengineer ng.coni w CD Ln li'-0'1- Lu O�v 12'-2" DINING 13'-4'x!0'-10' VAULTED CLG. 111.0, V-0' CLG. FLUSH FPAIE Tr TO Fuwil`rj a 5EDROOM 4 II' -0'x10'-4" - V-0'FLAT CLG. 84 LLl �3 II I I (T) 35 W. HD. AT 6'-a' 29fo P:�- :� EGRESS -38.1 PSF rOP ELEVATION A ONLY - -- 6EE ELEVATION SHEETS FOR PARTIAL FLOOR PLM 5 FOR ELEYATI%5 B 4 C 10'-3" 40'-0' FLOOR VILAIN 114' = 1'-0' J r,b 4'-5' c� A E3 \ w F -- c' =r 30.3 PSF 33-0 PSF VIND 3I PLF i�Ar -1 L LEFT 0 IENI'ATi�pN ICa:4T L FRONT LINE OF ---// CLC. BEYOND u k,` R .A, T R M (\' H VV A SCALE: 1/4' I'-0' I„ ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.darlscoengineer ng.coni CD Ln Lu O�v NEE C) o� ¢m �- Lu (V (M O00 a LL Cv 0 CL ZU) E� Lu J z 0 CD U 06 �< v) F- >� r-- J',I 1 0 CD � � 0 Q U N TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION 8301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE '•C•• ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 10. 18) WIND LONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER IHE DATE IT IS SIGNED AND SEALLU. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2UI I LENNAR CORP THIS PLAN MAY NOT ESE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM. LENNAR CORPORATION. 2011-HILSE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND ]HE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAU11IONIZED USE IS PKOHIIN IED. REVISION: DATE DESCRIP(ION 01-1209 1.00 2007 FBC• UPDATES 2.00 2009 SUPPLEMENT; ADDED 07-14-09 WIND PRESSURES CO OPENINGS; REMOVED OATH 92 WINDOW; REVISED ENTRY DR. RECESS TO 9-1 /2' 09-08 09 3.00 ARCH. REVISIONS FOR PFI 7N PLAN 10-13-09 3.01 ELECTRIC•ALOPHONPLAN 10-15-09 4.00 SALES OFFICE 09-29-10 4.01 MODIFIED PILLED CELLS 1 1-05-10 4.02 ELEVAHON UPDATES VERSION NO. 4.02 / 1 1.05.10 CA 25948 [] SAMUEL A. GREENBERG, P,E., #34245 FvD THUY H. HUYNH, P.E. # 60 122 L1 IRWIN J. BENSON, P.E. #49758 MIKE RICHMOND, P.E. #59107 ENGINEER SEAL: J L SHEET TITLE: FLOOR PLAN SHEET INFORMATION: JOB NO.: 310052 DATE ISSUED: O l .20.1 1 DRAWN BY: Xx REVIEWED BY: xx 2 -L O NO 011 110 10 (VERIFY W/ TK55 MANUFJ verify with General. Contractor all roof vent locations, quantities, and sizes. hoof vents shall be installed DECORATIVE equivalent 5y5t--m per FRC 20.01, 5ectiorl RBOG,5.2 LOUVER TJ 6 U 12 RV I h' 'SCORED° 53 [� 668 X24 EANDIM -\ NOTE: FLA5HING 5HALL 5E I115TALLED AT WALL AND ROOF INTER5ECTI05, DECK AND WALL INTER5ECTION5, AT GUTTER5, AT ALL CHA1 GE5 IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. NOTr: ALL TRIM / BANDING TO PE CUT / SCORED DECORATIVE FINISH. -� Poor- VENT SCHEDULE verify with General. Contractor all roof vent locations, quantities, and sizes. hoof vents shall be installed for a minimum of vented area as listed below or equivalent 5y5t--m per FRC 20.01, 5ectiorl RBOG,5.2 Mark, Location Roof vents or Soffit vent equal system (5q. in.) (sq. in.) RV I 15t Level 668 X24 U-1 Roof T--"--�-� -� J CD l�0 U- OP Q Q U- OPr- _fuMI 00 z O z LU ry �— JLU 0 CD U 06 m I SECTION\X,rl GTD11. n - - i ..c 1 W 0 < I SCALE: I/8' = I'-0' ---�-- -- �_ TO THE BEST Or THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEG. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE CA IIIIS DRAWING AND DESIGN IS VAUD FUR 12MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. I REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201 I-IHESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DAMCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE 15 PROHIBITED. p REVISION. DATE DESCRIPTION 01-12-09 1.00 2007 FBC UPDATES 2.00 2009 SUPPLEMENT; ADDED 07-14-02 WIND PRESSURES @ OPENINGS; REMOVED BATH 82 WINDOW; REVISED ENTRY DR. RECESS TO 9-1/2' 09 -OTS 09 3.00 ARCH. REVISIONS FOR TEXTURED - PFI N PLAN 10-1"3-09 3.01 ELECTRICAL OPTION PLAN T- I 4.00 SALES OFFICE 09-29-I0 4.01 MODIFIED FILLED CELLS 11.05-10 FINISH \ VERSION NO. 4.02 / 1 1.05.10 CA 25948 Cl SAMUEL A. GREENBERG, � I fHUY H. HUYNH, P.E. #60122 [� IRWIN J. BENSON, P.E. It49758 [l MIKE RICHMOND, P.E. #59107 ENGINEER SEAL: a ELEVATION "B" SHEET INFORMATION: JOB NO.: 310052 DATE ISSUED: 01.20.1 1 FINISH FLOOR LINE REVIEWED BY: xx - L 5TRUCTURALL NOTE5 C� PROVIDE (1) 05 CONT. IN FILLED P.C. LINTEL 4 KO. FLOCK 41 ABOVE FILLED SOLID W/ GROUT 4 (1) Y5 CONT. it I PROVIDE (1) 4°2 CONT. IN FILLED P.C. LINTEL W/2" RECESS. \� "SCORED" SCORE[ r KEYSTONE (2) 2 x,5 HEADER W/ (1) U5P LBTAIB m EACH END. — �t�j I PROVIDE (1) 2 x 4 JACK 5TUD s EA. END W/ (1) USF' HTT16 6CALE: 1(' = 1'-0' tv BABE (PFF�R TO QFTAIL N/54 ! 0}1u,4 FOR MORE INFO) t; I -KNFKNEE L� WALL �� I (2) 2 x $ BEAM W/ I/?' PLYWOOD FLITCH PLATT; 4 (I) LISP LSTAIS a " 'L V! I EACH END. PROVIDE (2) 2 x 4 JACK 5TUD5 a EA. END UI/ (U U5P 5i& a 15A5E (REFER TO DETAIL N/54 4 0/54 FOR MORE INFO.) Elevation A S G Only 0 'r=00tINC� 6C-IrEDUL E - O SADDLE I1 I 0 V FILLED P.G. LINTEL 4 TCO. BLOCK ABOVE FILLED 5OLID W/ GROUT mr1 0 61ZE f-.EINFORCING - DEI=STH -L 4 (1) S CONT. Fl 2'-r0'x2'-O' (U V5 W 0' O.G. EACH WAY 12' DIrl=-P P2 2'-6'x2'-6' CU "5 � 6' U.G. EACH IUAY Imo' DEE>' DI ALIGN (2) 2 x STUD F3cNEATH EACH TRUSS I,()/(1) USP HTW2O a TOP 4 - - - - - -t- TYR (2) U5P 5PT4 a BOTTOM, OVERHANG AT NIP 5' filLl ED REC;~SB P.C. LINTEL 4 KO; BLOCK ABOVE FILLED SOLID a (Ux0) W/ GROUT 4 (1) J5 CONT. NOTE: I. PPOADE MIN. V EMBEDMENT FOR ALL HTT10 ANCHOR BOLTS. RSG PLAN 3/4'x9 -U1' \ 2, POWi-R BOX LINTEL (IS GAUGE) CAN 5E USED IN LIEU OF PRECA5T LINTEL RECESS FOR EQUAL DEPTH 4 REINFORCEMENT INFO A5 INDICATED ABOVE (REFER I SCALE: E: !/8' : 1'-0' TO POWER 5OX LINTEL CATALOG FOR MORE: INFO) I ELE`/ATIOrI- NOTE: FLA5HING 5HALL 5E I115TALLED AT WALL AND ROOF INTER5ECTI05, DECK AND WALL INTER5ECTION5, AT GUTTER5, AT ALL CHA1 GE5 IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. NOTr: ALL TRIM / BANDING TO PE CUT / SCORED DECORATIVE FINISH. -� Poor- VENT SCHEDULE verify with General. Contractor all roof vent locations, quantities, and sizes. hoof vents shall be installed for a minimum of vented area as listed below or equivalent 5y5t--m per FRC 20.01, 5ectiorl RBOG,5.2 Mark, Location Roof vents or Soffit vent equal system (5q. in.) (sq. in.) RV I 15t Level 668 X24 U-1 Roof T--"--�-� CONT. RIDGE VENT LSNINGL F ROOf� T.011. - - - / L TEXTURED FINISH�o LL=---jj1 1 �J .� TENP. �I FINISH FLOOR LINE - GRADE LINE (A55UMED) LEFT ELEVATION SCALE: I/V = 1'-0' WALL LEGEND INDICATES FILLED CELL W/ (1) 45 VERT, P.O. Box 3400 INDICATES TOP Of NAWANRY s V -G)' O�f�j l f. 813.645.9698 www.donscuengineer ng.com INDICATV, 6HEAP. WALL (5L OCKS RETU�Hq FILLED CELL 5 ARE NOT TO DE FILLED, IJNLE56 NOTED ON PLAN) ( a- - Ln U-1 INDICATES INTERIOR BEARING WALL INDICATES 2A FR41 1E WALL (URO) T--"--�-� -� I5n - CONT. RIDGE VER1 WNINaLE ROOF 0 TEXTURED 2'-0. FINISHTY� QQ RE 11AFN AT 51DE5 FI'NI5H FLOOR LINA' L �. �)Azl IIII I I II I . LL -STUCCO --1 12 I 1 D, KEY&ra.IE - (SEE DETAIL)(TTP) LLLL fln, 'WCOFFD' f Sir1Cz ,� IIN,LE —r WAnDL� N� I I „ i --7 F [] T— - u�� llI 91 El AD Fj VT_ -1 GRADE LINE (ASSUMED) STUCCO FINISH C.G. VERIFY FAWCIA CALL -OUT (TYPi(;A -) i LLL I 1 - - J__l L J , (TYR. - PE -- F-- � I ED Lz I- h` '.GOFvFD` TEXWFED 4' '` D' SANDING FINISH PDANDN" F RO M L "B" SCALE: 1/4' = I'-0' --- PARTIALA.. B SCALE: 1/4' = I'-0' 12 5.9 12 ' 5.9 LINE OF INT. �� LINE OF INT. VAULT EEYOND_ ��V.AULT BEYOND r 0 25 `l / 12 " 19 I I' 11, -L�_ ,✓ TEXTURED FINISH/ FINISH FLOOR LINE J TENP• FINISH FLOOR LINE REAR EL ;GALE: 1/8' = 1'-0' — GRADE LINE (ASSUMED) EVATIUN 3-Dx6-S (0-F F.G. AE3V. 5TR GA TR1J55 NANUFd `12,x5.9 h"SCOREED' BANDING 17.0!'1. -1 TEXTURED FINISH FINISH FLOOR LINE GRADE LINE (A55I1MED) t IALDN %IN6 E ROOF CONT. RIDGE Vi N'r SHINGLE � -� -.- ROOF STUCCO FINISH Z FEXrIRED FiNI•SHH Q FINISH FLOOR LINE PARTIAL L U R PL: iamE . % p "B". -:ALF: 1/4' = 14, 12 5.9 (CXRIDGE VENT L SIdINGLE ROOFO� ��11 F-11111IJ�D -F1N� TEXTI FI GRADE LINE (A5$jMED) SCALE: VS' = 1'-0' TOM. 1- - FINISH FLOOR LINE I /a-1 A ENGINEERING, LLC P.O. Box 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscuengineer ng.com 0 a Ln U-1 OV� rI J CD l�0 U- OP Q Q U- OPr- _fuMI 00 z O z LU ry �— JLU 0 CD U 06 m OL O ® <LIJ U j: 1 W 0 < C� TO THE BEST Or THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEG. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE IIIIS DRAWING AND DESIGN IS VAUD FUR 12MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP. THIS PLAN MAY NOT TSE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201 I-IHESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DAMCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE 15 PROHIBITED. p REVISION. DATE DESCRIPTION 01-12-09 1.00 2007 FBC UPDATES 2.00 2009 SUPPLEMENT; ADDED 07-14-02 WIND PRESSURES @ OPENINGS; REMOVED BATH 82 WINDOW; REVISED ENTRY DR. RECESS TO 9-1/2' 09 -OTS 09 3.00 ARCH. REVISIONS FOR PFI N PLAN 10-1"3-09 3.01 ELECTRICAL OPTION PLAN 10-15-09 4.00 SALES OFFICE 09-29-I0 4.01 MODIFIED FILLED CELLS 11.05-10 4.02ELEVATIQNUPDAFES VERSION NO. 4.02 / 1 1.05.10 CA 25948 Cl SAMUEL A. GREENBERG, P.E. #34245 fHUY H. HUYNH, P.E. #60122 [� IRWIN J. BENSON, P.E. It49758 [l MIKE RICHMOND, P.E. #59107 ENGINEER SEAL: SHEET TITLE: ELEVATION "B" SHEET INFORMATION: JOB NO.: 310052 DATE ISSUED: 01.20.1 1 DRAWN BY: Xx REVIEWED BY: xx - L I /a-1 A °I — rffOPEN o 0 o G 11 ± CTPiCAi SPECIFICATION NOTES: MIWOR --- MIRROR ELECTRICAL_ CONTRACTOR NU5T VERIFY WITH THE SPECIFICATIONS FOR THE TYPE Cf FIXTURE TO 5E a 51NK s - :4 1,15ED. LIC -,HT FIXTURES SHOM AIRE FOR LOCATION I _ 5TAiRS (F3r 0 -P5) Uk;t-N 0 RANG£ -- 5Tl M 9JALL IS U5E3 —r -1 .T CIAFl D W. vT " 111111 23` 2'-9' I?" 2'-6° �---,— D.W. 51w, BASE fi (SPLAY) (SPLA'f) _ 2 -9' 2 -9" � �_Q[) � f�-31 BATH BATH — 31 LANAI LANAI � T 1 SCALE:y'=I'-0' SCALE:Y'=1'-0' — / 5CAL 40 �: i%=1' -m 2'-6' 3'-0' ATH �6C4LE.'=I'-0' SINGLE PHASE 125 AMP BREAKER PANEL --- METER SOCKET � NEMA 1 30 CIRCUIT r L� is• � I 20' REBAR } - 1112" RIGID NIPPLE WITH 2 #1 AND 1 #3 CU THW CONDUC TOR, BLDG.STEEL \ 44 CU TO COLD \ BY POWER COMPANY WATER PIPE & DRIVEN GROUND ROD, TIED TO 20 FT. SECTION OF FOOTER STEEL. ELECTRICAL. RISER[rj"1AGMM NTS POUR CALCULATICN5 - � LIVE NEUTRAL EL ECTF.ICAL IzD4NEL Sr_-HEL7UL_E - 150 Al''IF' 40 CKT. 50,913 1-1,853 FEEDER5 NEUTRAL A LIGHT5, 511ALL AFFL. 8,418 0 CD LIVE TOTAL CONNECTION LOAD LE55 A.(,. _ 40,918 b Qm��vD- DEMAND _ FIRST 10;000 WATTS ,4T 100% LUfu J � ~ LIVE DESG�Ifi TION _ i REMAINDER AT 40% 12391 U 05 a`tI!iF;o A.C. LOAD AT 100% 10000 _ O ��'Q j # :�k't DEMAND a o1 �U >�ECPaIi�TION _ NEUTRAL _ FE-HAiNDER AT 35% ..l N �1 J7 fQ'ci CL U L 2011LENNAR CORP. -THIS PLANMAY NOT BE U Z CONSENT FROM LENNAR CORPORATION. fSl� – V7 G -J tL L� 60 01-1209 AIR HANDLER O I 1000 WIND PRESSURES UOPENINGS; 6 60 2 I 09-0&09 2 2 30 10 3.01 ELECTRICAL OPTION PLAN 5,000 1 09-29-10 COND. UNIT 11-05-10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 4 FAX SHEET TITLE: ELECTRICAL PLAN SHEET INFORMATION: JOB NO,: 310052 DATE ISSUED: 01.20.1 1 DRAWN BY: xx REVIEWED BY: xx 3 4 RANGE / OVEN 1 12OW 6 50 2 2 40 3 5000 1 DRYER 1 3 WATER HEATER 1 4,500 3,315 l0 30 2 9 10 I 15 14 �� � 12 GENERALLIGHTING'—^^_^ II 12 1 15 14 -- 1 -- GENERAL LIGHTING CLOTHES WASHER 1 1;200 1200 12 20 1 13 14 — FEFRIGERATOR 1 1200 1)00 12 20 1 15 16 SPACE WASTE DI51`05AL I 1,200 1)00 12 20 1 11 IS SPACE -- 3155 WASHER I 1,200 122'0 12 20 1 19 20 SPACE GARAGE DOOR 1 1200 1,200 12 20 1 21 22 5P,ACE SMALL APPLIANCE 3 12 1,500 Iwo 12 20 1 23 24 SPACE GENERAL. LIGHTING 0 1,500 1,500 12 20 1 25 26 — --- SPACE T DEDICATED BATH 3 6 0 12 20 1 21 26 &PACE — DEDICATED EXT. 3 b 4 12 20 I 29 30 I - - SPACE `—LU' GENERAL LIGHTING N 4 4 14 D 31vPACE 32 � ^Y GENERAL LIGHTING 12 \J 14 5 33 34 �— SPACE LIJ GENERAL LIGHTING 11 4 14 15 35 36 SPACE o GENERAL LIGHTING II l� 14 i5 31 33 SPACE GENERAL LIGHTING 12 14 I5 39 SPACE P,4i�1i=LBO,4�'L� NJT��: Q 5X0 WATT HEAT 0 DEDICATED G.F.I. CIRCUIT 0 NOT USED 1026 SF. x 3 WATTS/5F. - 5,418 LIVE d NEUTRAL. POUR CALCULATICN5 - � LIVE NEUTRAL TOTAL 50,913 1-1,853 FEEDER5 NEUTRAL A LIGHT5, 511ALL AFFL. 8,418 0 CD LIVE TOTAL CONNECTION LOAD LE55 A.(,. _ 40,918 b Qm��vD- DEMAND _ FIRST 10;000 WATTS ,4T 100% LUfu J � ~ LIVE z _ i REMAINDER AT 40% 12391 U 05 [Y] A.C. LOAD AT 100% 10000 _ O H j v W x DEMAND i Lli FIRST 3,000 WATTS AT 100`a �U 3,000 _ NEUTRAL _ FE-HAiNDER AT 35% 1,911 N THIS DRAWING AND DESIGN IS VALID rOR 12MONTHS REMAINING T� SIGNED AND SEALED FOR THE STRUCTURAL PORTION 9315 2011LENNAR CORP. -THIS PLANMAY NOT BE REPRODUCED INANY MANNER WIIHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201 I -THESE DRAWINGS AND DESIGNS ARE THE JOINT WATTS 32,391 14,292 Arl6 135_ 60 NOTE: 1) HARD WIRE WITHOUT INTERRUPT SMOKE DETECTOR TO BATH OR KITCHEN CIRCUIT 2) WIRE 6IZE5 ARE BA5E ON AWG COPPER (RCMEX) WIRE 3) PANEL SIZE TO BE 200 AMP LA! IJDRY PW -i/ DRYER VENT DETAIL DRYER VENT UP THW, 5H ROOF OR FLOOR FW5. IVAT OPEN FACE 220 v I All I 25 �WALL GFI I� _j GFI / 23 11 Sid 19 z 12 23 J 541 O\ D E D I C A T ERECEPTA LE FOR ik' 23 ETE6ALL 12 r�LCr IV�TJ PRS�GS. 2:Ci Y 12 33 12 KITCHEN OPEN CEILING 4 �._._..__..?...__ OPTIONAL RECESS CAN KITCHEN LAYOUT 1/4' - 1'-0' ELECTRICAL NOTES THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL I,1 K THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF FIXTURE5 AND OUTL ET5 AT UCB 61TE BEFORE ROUGHING. THE CONTRACTOR MAY AL50 SELECT DIFFERENT MANUFACTURER FOR FIXTURES WITH EQUAL 5PECiFICATION6. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL HVAC. EOUIFMENT AND THEIR LOADS WITH THE MECHANICAL CONTRACTOR BEFORE ROUGHING -IN, TO PROVIDE POWER AND WIRING CONTROL LAYOUT. ANY D15CREPA0ES IN THE ACTUAL H.VAC. LOAD SHALL 13E COfRECTED BEFORE ROUGHING -IN. ALL IXW SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION5 OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL CODE5 AND ORPINANCE5- UNLESS OTHERIU16E NOTED MINIMUM 517E WIRE SHALL 13E 14 AWES EXCLUDING CONTROL WIRING. UNLE55 OTHERWISE NOTED, ALL CONDUCTORS %ALL BE COPPER WITH 'TW' INSULATION FOR 51ZE'10 AND SMALLER CONDUCTOR5 LARGER THANIO SHALL HAVE 'THIV INSULATION ALL CONDUCTORS ;� AND LARGER SHALL BE 5TR.ANDED. ALL CONVENIENCE OUTLET5 TO BE OF GROUNDING TYPE. ALL WURC SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGFEE55 OF C05TRLCTICfy 511 KE DETECTORS 51.1ALL BE HARD WIRED (110 YOLTS TYPE) TO A NON -SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD 51DE OF GROUND FAULT CIRCUIT INTERRUPTER ARC FAULT RECEPTACLES IN ALL 5EDROOM5 PER 2008 NEC. ELECTRICAL LEGEND DUPLEX WfLET SPLIT DUPL. OUTLET TOP PLUG 15 'HOT' DUPL. aTLET ABV. COUNTER HGT. 220V OUTLET special purpose connection TF—I OUTLET —{ } TELEVISION OUTLET ---�>— SWITCH — Q 3 -WAY SWITCH —� DIMMER aWITCH — doorbell push button ceiling mount light fixture round recess light fixture telling mourn. smoke detector telling mount CO detector OD -CO etnokp/carbon monoxide detector combination 1 48' fluorescent light strip exhaust fan flood ligflt 0 0 0 0 0. HOLLYWOOD LIGHT5 KK 5ECURITY KEY -i FY- CEILING FAN PREWIRE � l 315COWECT ELIC. METER COACH LICsTIT OR COACH LIGHT OR Fl;E-WIPE PER Fl:;E_WIRE PER 6KI C 6F'Ec ELECTR"' L P 114' = I'-0' WALL MOUNT FIXIUFZ i sR EPEC 11�1I1,+ � 'lllp "IIS il'"u� �1 r, T ?ul C ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 L 813.645.9698 www.donscoengineering.corn 0 CD w z[� b Qm��vD- 1�0LL� �00 LUfu J � ~ z a a �D U 05 [Y] r V) D_ O H j v W x W w i Lli �U ca% U N THIS DRAWING AND DESIGN IS VALID rOR 12MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011LENNAR CORP. -THIS PLANMAY NOT BE REPRODUCED INANY MANNER WIIHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201 I -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS. PROHIBITED. REVISION: DATE DESCRIPTION 01-1209 1.00 2007 FbC UPDATES 2.00 2009 SUPPLEMENT; ADDED 07-14-09 WIND PRESSURES UOPENINGS; REMOVED BATH 92 WINDOW' REVISED ENTRY DR. RECESS 109-I/T' 09-0&09 3.00 ARCH. REVISIONS FOR OPTIONPLAN 10-13 09 3.01 ELECTRICAL OPTION PLAN 10-I5-09 4,00 SALES OFFICE 09-29-10 4.01. MODIFIED FILLED CELLS 11-05-10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 SHEET TITLE: ELECTRICAL PLAN SHEET INFORMATION: JOB NO,: 310052 DATE ISSUED: 01.20.1 1 DRAWN BY: xx REVIEWED BY: xx 4 -L 40'-0' SOF M4�P1 aft I /�: 1/4': 1'-0' U'P CO`sNECTI0N6 CONNECTION$ QT -i'. CONN. CAPACIT'r FA5TENER5�s PER CONN. HTA20 I V5 00) I9d x 11/2' H-NJ20 1 1530 (24)10d x 11/2' 01120 2 3060 (48) I9d x 11/2' HTMI20 2 2450 l8) 1/4'xl 3/4' WEDGE DOLT. -A (16) 10dx1 1/2' HU52h I 1925 20-16d R% I We) T\ (16) M x 118, `DOUBLE CONNECTOR$ TO PLACED DIAGONALLY TO EACH OTHEt? "DO NOT DRIVE NAIL$ THROUGH THE TRU$$ PLATE ON THE OPPOSITE SIDE OF THE TRUSS WHICH COULD FORCE THE PLATE OFF THE TRJ$$, ROOF FRAMING NOTE: 1. SEE SHEETS CERTAIN TEED RD1.0 & RD1.1 FOR SHINGLE INFORMATION AND INSTALLATION INSTRUCTIONS TOENAIL W/ (2)16d NAILS 5EE 5TnC*1URAL NOTES AND NAILING 6CHEDULE FOR SHEATHING DETAIL TOP CORD BLOCKII`IG FOR FIRST FOLIR ROWSYX�rGA3LE' OF TRU55E5 a EDGE& OF 6NEATHI\TYPIC.AL2'x4' CRO55 BRACEAPPROX. V FROM RIDGE FASTENED AT EACHJOINT W/(2) 10dx3' I ' P.T. 61LL 2'x4" PANEL 3LOCKING a 4S' O.C. FOR THE FIRST \ 6-0' OF END WALL FROM EA. END TVP, BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 2'x4" 'T' CNoT P OF PANEL BLOCKING, FASTEN WITH lOdx3' a 4' O/C 5/0' OR I/2' CEILING QEN5E GYPSUM WALL \ BOARD FASTENED WITH Ed COOLER NAILS GIR 1 1/4' LONG DRI111ALL 5CREUJ5 COMPLYING WITH ASTM 01002 FOR FIRST 6-0" FROM END WALL a 4' 0/C TYPICAL 5/8' x 10" "J" BOLT 0 32' O.C: MINIMUM 6' FROM PLATE SPLICES W/ 3/1%,'x2', PLATE WASHER L15P R1`16 OR EQUAL a EA. OUTL OOKER HTMO i--- 2'x4' OUTL OOKER a 24' O.C. SINGLE 2'x4" TOP PLATE END NAILED W/ (2)16d INTO S"rup6 4 (2) 16d TOENAILED INTO OUTLOOKER 24, USP 6PT22 ,--1' BRACE TO EXTEND AT LEAST 90% OF LUES LENGTH (SEE TABLE) 2'x4' K:rIEE WALL W/ STUD& a 24' O/C — 2'X4' DIAGCNAL BRACING -� MID -HEIGHT W/ (2)16d PER CONNECTION __---I/2' PL YLLOOP OR 0.6.5.5NEATHING 1/2' CDX PLYWOOD OR U16' OSB EDGES AND 12' O.C. FIELD 2'x4° CON -i. 5LOCKING W/ (?) 16d PER JOINT �-1,I5P HTW20 2'x4' CANT. 0 24' O/C ('2) 1661 TF- 10dx3'a 3'01C THROUGH CHORD INTO 2'x6' P.T. PLATE —CONT. 2'x4' END NAILED W/ (2) 16d a EA. STUD 1015TURE BARRIER ALUMINUM SOFFIT -U5P HTA20 a EA. TRU55 VERT. LUES (24" O/C. MAX) CANTILEVERED GABLE END BRACING DETAIL NOTE : IF E115EDDED &TRAP 11155ED VERTICAL LUES : IJSE 51MP50N 1`15TAM36 ON OUTSIDE 1/121/11 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 If. 813.645.9698 www.danscoengineering.corrl 0 0 Ln w z� 0�� 0 jv,�,Q _a o QmtDd" M � M 00 Q 0 00 LL i cq U ro 11U) ' 2 a 00 r < w E Lul z CD Q to U ca .—� Q CL Z 0 U W � J x _ _w w I w � CD O* e� r� Q u C`J TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =;W. 18) WIND ZONE THIS CRAWING AND DESIGN IS VAUD FOR 12MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER. WITHOUT WRIIIEN CONSENT FROM LENNAR CORPORATION. 201 F -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 FBC UPDATES 2.00 2009 SUPPLEMENT; ADDED 07-14-09 WIND PRESSURES ala OPENINGS; REMOVED BATH t2WINDOW; REVISED ENTRY DR. RECESS TO 9-1 /2' 09-08-09 3.00 ARCH. REVISIONS FOR (JPH( PLAN 10-13.09 3.01 ELECTRICAL OPTION PLAN 10-15-09 4.00 SALES OFFICE 09-29-10 4.01 MODIFIED FILLED CELLS 11-05-10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. (k 60122 ❑ IRWIN J. BENSON, P.E. #49758 MIKE RICHMOND, P.E. #59107 ENGINEER SEAL: f \/ SHEET TITLE: ROOF FRAMING PLAN "B & C" SHEET INFORMATION: JOB NO.: 310052 DATE ISSUED: 01.20.11 DRAWN BY: xx REVIEWED BY: xx 5 r% 00�� uu-L 1/121/11 F -1 I Illill I 111111 I i LENNAR H(DIv1ES 1904 - N n'Ti ndy 1906 SF 3.5 TON 14 SEER LENNOX HEAT PUr71P r 16 -SUPPLIES 1 -RETURN 4 -PASSOVERS 'p p I i DANSCO ENGINEERING, LLC P.U. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.`1698 www.danscoengineering.corn A O O Ln w 0 -Cql �-1 1 O 'Do Q M tfJ d m W !JL, ('D Ofro � (J1 co � < n DD Lu 1= son w�`O CD CD U 06 C �z O > U W -�Lu W ry +� Q 0 IryQ U N THIS DRAWING AND DESIGN IS VAUD FOR 12 MOMHS AFTER THE DATE IT IS SICNED AND SEALED. SIGNED AND SCALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER MIHOUT WRITTEN CONSENT FROM LLNNAR CORPORATION. 20114HESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSC:O ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12-09 1.00 2007FBCUPDATES 2.00 2007 SUPPLEMENT; ADDED 07-14-07 WIND PRESSURES 9 OPENINGS; REMOVED BATH 42 WINDOW; REVISED ENTRY DR. RECESS fO 7-1 /2" 0908-09 3.U0 ARCH. REVISIONS FOR 1�UN PIAN 10.13-09 3.01 ELECTRICAL OPTION PLAN 10-15-D9 4.00 SALES OFFICE 09-29-10 4.01 MODIFIED FILLED CELLS 11-05-10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 11.05. 10 SHEET TITLE: HVAC PLAN SHEET INFORMATION: JOB NO.: 310052 DATE ISSUED: 01.20.11 DRAWN BY: XX REVIEWED BY: xx 6-L I. SPEGIEICA-FIONS I. 1. GONSTRUGTION AGI 318-05 BUILDING CODE RECIUIREMEHTS FOR STRUCTURAL GONGRETE I. I. 2. AGI 530-05, A5GE 5/TM5 402-05 1 AGI 530.1-05, ASCE 6/TM5 602--05 UNIT HEIGHT OF SOIL, GOMPAGTED : 120 PGF 5PEGIFICATION5 FOR MASONR'( STRUGTURE5, I. I. 3. ASTM 0270-04, G4-76-02, AND 6110-0I 5PEGIFIGATION5 FOR MASONRY 5TRUGTURES I. L 4. NATIONAL 0E51GH 5PEGIFIGATION5 (1,05) FOR WOOD GONSTRUGTIOH, 2005 EDITION, AND ALL UNIT HEIGHT OF 8" G.H.U. BLOGK : 55 PSF AGGOMPANYING SUPPLEMENTS. I. I. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDINr� CODE (FBG), 200-I E=DITION, 4.2.4. (IN(_-LUDING 200'-I SUPPLEMENT) I. I. 6. "MANUAL OF STEEL GONSTRUGTION, ALLOWABLE STRESS DE516N", ar THE AMERICAN 2. 1. 6. IN5'rITUTE OF STEEL GONSTRUGTION, (AISG) ciTH EDITION. 4. 2. 6. "DE516F1 5PEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED WOOD TRUSSES" B'( THE BALCONIES 4 DEGK5 : 15 PSF TRU55 PLATE INSTITUTE TPI I-02. L2. DESIGN : 1.2. 1. AGI 3145-05 BUILDING CODE REOUIREMENTS FOR STRUCTURAL GONGRETE I. 2. 2. AGI 530-05, ASrE 5/Ti,15 402-05 4 AGI 530.1-05, ASGE 6/TI-15 602-05 CONCRETE PLAGEMENT PR.AGTIGE5 SHALL BE IN ACGOR.DANCE Lam!/ ALL 5PEGIFIGATION5 FOR MASONRY 5TRUGTURE5. � I. _. 3. - - J - .I r 5 r- r< r AT �! FOR NiASJNR( LTi J.TURE.> ASTM 6270 04 ..-1-16 O_, AND 14{> OI SPE�IFIG IOL 5 O I. 2. 4. NATIONAL DESIGN SPECIFICATIONS (ND5) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL 4. 3. 2. ACCOMPANYING SUPPLEMENTS. I. 2. 5. PLYHOOD DE51GN 5PEGIFIGATION5 (APA) I, 2. 6. FLORIDA PE51DEHTIAL GODS (FRG), FLORIDA BUILDING CODE (FBG), 2007 EDITION, V) (INCLUDING 20041 SUPPLEMENT) SHOP DRAWI N65 : I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS 4. 3. 5. DURING THE PREPARATION OF SHOP DRAWIN05 WITHOUT WRITTEN APPROVAL FROM SIDEHALK AND DRIVEHAY LOAD : 250 P5F - EE THE EFIGIN_ER OF REGORD. I. 3. 2. ALL SHOP DP.AHIING5 ARE TO BE SUBMITTED TO THE ENGINEER. OF RECORD PRIOR TO 4. 3. -1. THE GOMMENGENiENT OF GONSTRUGTION. PARTITIONED ROOMS : 40 PSF ALL ROOF AND FLOOR TRUSS SHOP DRAHING5 ARE TO BE SAONED AND SEALED B( A 2. 2. 4. FLA. REG. PE. AND SHALL INGLUDE : DRAHING5 AND GALGULATION5, REAGTION5 AND 4. 4. I.I. BEARING POINTS, 5RAGING REQUIREI.IENT5, AMID GONNEGTION5 TO STAIRHAY5 AND LANDIH65 : 40 P5F SUPPORTING TRU55 HEMBER5. 2. DE51(5N L OP\D`- 2. I. DEAD LOADS 2.6. I. FLOOR TRUSSES SHALL LIMIT DEFLEGTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIME5 THE SPAN FOR. TOTAL LOAD. >. DE51 &N METHOD 1. LOAD FACTOR DE51GN 3. I. I. THE LOAD FACTOR DESIGN METHOD WAS, USED TO DESIGN GA5T-IN-PLAGE CONCRETE 5LAB5 AND FOOTING5 2. SERVICE LOAD DESIG_-,N : 3. 2. I. THE 5ERVIGE LOAD DF51GF1 METHOD HAS USED TO DESIGN MA5ONRY HALL5 AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND 5HEATHIN6 STAIRS AND FLOOR FRAMING ROOF FRAMING,, 5HEATHING AND UPLIFT LOAD GOMBINATIONS FOR LRFD DESIGNS THE FOLLOWING LOAD GOMBINATIONS HERE DE51GNE7 FOR TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL "TOTAL DL + HL 3. 3. 2. ALL ROOF AND FLOOR TRU55E5 SHALL BE DESIGNED TO RESIST THE WORST LOAD GOINIBINATIOH RESULTING IN THE MAXIMUM 5TRE55E5 PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 4. DESIGN A55UMPTION5 : 5.4. I. ALL FOUNDATIONS ARE GENTEREP UNDER SUPPORTED GOLUMN5 AND WALLS UNLESS SHOWN OTHERWI5E IN THE PE51GN PLANS. 4. MATERIALS 4.1. REINFORGIHr ;TEFL 4. I. I. REIHFORGIN6 STEEL SHALL BE ASTM A615 -04A GRADE 40, f'y = 40 Ksi 4. 1.2. LAP SPLICE SHALL BE A5 FOLLOWS: K5 BAR 25", 44 BAR 20", #3 BAR 15". 4. 1.5. ALL DIMENSIONS PERTAINING TO THE LOGATION OF REINFORCING ARE TO THE GEHTEPLINE OF FAGH BAR EXCEPT HHERE THE COVER DIIIIEH510N 15 SHOHN TO THE FADE OF THE GONGRETE. 4. L 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. }. 1.5. REINFORCIN(a MEGHANIGAL COUPLERS ARE G,0 DEVELOP 125 .o OFTHE REQUIRED -rIELD 5TRENGTH OF THE 5AR AND ARE TO 5E APPROVED BY THE EtNGINEER OF RECORD. \ E I 4. 1.0. DESIGN GO /ER R>=OJIPENIENTS G -I -P GONGRETE FORMED AGAINST EARTH : 3° G -I -P GOHGRETE EXPOSED TO EXTERIOR : 2" G -I -F GOINGRETE NOT EXPOSED 11 GROUT FILLED MASONRY: �4„ 4. 1• 1• WELDED HIRE FABRIC, (HHF): A5TIN1 A185 -0I 4. 1. 8. DETAIL REINFORGEMENT IN AGGORDANGE HITH AGI 315 -LATEST EDITION. 4.2. GONGRETE : ,1. 2. 1. - -- -_--_ �-- - CONGRETE TYPE 2. I. I. UNIT HEIGHT OF SOIL, GOMPAGTED : 120 PGF 2,500 P51 2,850 Ksi 2. I. 2. UNIT HEIGHT OF REIHFORGED CONCRETE 150 PGF 0-1 -P GROUT - 2. I. 3. UNIT HEIGHT OF 8" G.H.U. BLOGK : 55 PSF HITH SLUMP BETHEEN 8" AND 10" AT TIME OF PLAGEMEFIT, SEE SPECIFICATIONS FOR 2. 1.4. 15T FLOOR SUPERIMPOSED LOAD : 20 PSF 4.2.4. 2. 1.5. UNIT HEIGHT OF 2x4 PARTITION HALL5: II P511 METHOD OF CONCRETE- FORMING, PLAGEr,IENT AND GURING SHALL BE GONDUGTED IN 2. 1. 6. UNIT WEIGHT OF 2x6 DEARIHO HALL5: 12 P5F 4. 2. 6. 2. I. 7. BALCONIES 4 DEGK5 : 15 PSF 3 1/2" MIN. THI6KNE55 H/ MIN. REINFOR.GEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 HHF 2. I. 8. TILE ROOF GONTRAGTOR5 D15GRErlON. TOP GHORD : 15 PSF CONCRETE PLAGEMENT PR.AGTIGE5 SHALL BE IN ACGOR.DANCE Lam!/ ALL BOTTOM CHORD 10 P5F 4. 5. GONGRETE r-/IA50NR r : 2. I. 4i. SHINGLE ROOF 4. 3. 2. LOAD BEARING, GOHGRETE MA50118Y BLOCK SHALL BE ASTM Gc1O-01, TYPE II TOP GHORD -1 PSF NON -MOISTURE CONTROLLED. 4. 3. 3. BOTTOM CHORD 10 PSF V) 2. I. 10. FLOOR TRUSSES 15 2. 2. LIVE LORDS : 4. 3. 5. 2. 2. 1. SIDEHALK AND DRIVEHAY LOAD : 250 P5F GOFIDUGTED IN /AGGORDANGE HITH THE 5PEGIFIGATION5 AS STATED. 2. _. _. GARAGE LOADS 40 PSF 4. 3. -1. 2. 2. 3. PARTITIONED ROOMS : 40 PSF DIr-IEN510I1 SPECIFIED ON THE APPROVED PLANS FROM -1/4" TO +I/2" PER 5EGTION P_606.13 2. 2. 4. BALCONY AND DEG1<5 : 60 P5F 4. 4. I.I. 2. 2. 5. STAIRHAY5 AND LANDIH65 : 40 P5F ALL EXTERIOR FRAMIN& 5PF, Fb = 675 PSI, E = 1200 Ksi 2. 2. 6. ALL FR AME HALL5 TO BE GON5TTRUGTEP U51H63, SPF, DESCRIPIiON__ 1 . 2. 7. FLOOR LO.� TRUSS ALL PLYHOOD USED FOR EXTERIOR APPLIGATION5 OFF SEr 2, FROM STEP TOP CHORD MINIMUM : 40 P5F 4. 4. 3. 2. 2. 8. ROOF TRU55 5HC-AR HALL5 SHALL_ BE APA RATED SHEATHING EXP I U.N.O. 4.4.4. TOP GHORD MINIMUM : 20 P5F GREATER 5EGTION PROPERTIES. BOTTOM CHORD (1-1/0 STORAGE) 10 P5F (NON-(_'ONGURRENT) 2. 5. RA I L I Nr LOADS : 4. 4. 6. 2. 3. I. ALL RAILING AND GUARD RAIL 5Y5TENI15 ARE TO BE DE5I6NEP TO WITHSTAND A MANUFAGTUBER 15 TO 5UDMIT SHOP PRAHINGS 'G,0 THE ENGINEER OF REGORD. <{, <}• 7• CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN AN'( P.E. #49758 J CGIFIGALION FOR LI ��Hr METAi PLATE rONNEGTED H<»D TRUSSES" BY THE DIRECTION ON THE RAILING. - r- AN51/TPI I _n 2, B1�1 I - 03 2. 3. 2. ALL RAILING AND GUARD RAIL 5(5TEM'5 ARE TO BE DESIGNED TO HITH5TAND A STRUCTURAL NOTES SHALL BE PROVIDED AT BEARING LOGATIONS HITHOUT HOODEN TOP PLATES. HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD ALL EXTERIOR FRAME HALL5 SHALL BE 5TUG60 FINISH- -11b" 5TUGGO FINISH PER DRAWN BY: DZ OF 100 PLF APPLIED VERTIGALL r DOHNHARP AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL 5Y5TEM SHALL BE DE5I0NED TO WITHSTAND 2001b CONGENTRATED INSTALLATION OF EXTERIOR LATHING 4 FRAMING SHALL COMPLY TO A5TM G 1063 HORIZONTAL LOAD APPLIED ON I SO. FT. AT ANY POINT IN THE SYSTEM. 4. 4. 11. 2. 3. 4. 2.3.1., 2.3.2 8 2.3.3. ARE NOT RECUIRED -TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE -TREATED IN THE FIELD IN AGGORDANGE HITH ALIIPA M 4 4.5. FASTENER'S AND TIE DOWNS : SHALL BE APPLIED TO PRODUCE THE MAXIMUM STPE55ES IN THE MEMBER G0MPONENT5. 2. 4. WIND LOADS : 2. 4. i. WIND DE51GN TO BE GONDUGTED IN AGGORDANGE WITH 5EGT. 8301 OF THE FRG SQUARE METAL TUBING : A5TM A500 -03a, GRADE B Fy = 46K51 200-1 EDITION (INGLUDING 200H SUPPLEMENT), AND CONDUCTED BASED ON A 120 MACHINE BOL_T5 : GALVANIZED A5TM A307-03 MPH, 3 SECOND GU5T, EXPOSURE "G", IMPORTANGE FACTOR "I" = I.O. ENCLOSED SHEET METAL AGGE550RIE5 SHALL CONFORM TO : Fy = 331<51HITH 0110 BUILDING 4. 5. 3. 2. 4. 2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 P5F TILE FOLL_0r15 : 8d = 0.131", IOd = 0.148", 12d = 0.148", 16d = 0.162" 2. 4. 3. WIND LOAD DETERMINATION BASED ON A5GE 7-05 2.5. DEFLEGTIONS : 2.6. I. FLOOR TRUSSES SHALL LIMIT DEFLEGTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIME5 THE SPAN FOR. TOTAL LOAD. >. DE51 &N METHOD 1. LOAD FACTOR DE51GN 3. I. I. THE LOAD FACTOR DESIGN METHOD WAS, USED TO DESIGN GA5T-IN-PLAGE CONCRETE 5LAB5 AND FOOTING5 2. SERVICE LOAD DESIG_-,N : 3. 2. I. THE 5ERVIGE LOAD DF51GF1 METHOD HAS USED TO DESIGN MA5ONRY HALL5 AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND 5HEATHIN6 STAIRS AND FLOOR FRAMING ROOF FRAMING,, 5HEATHING AND UPLIFT LOAD GOMBINATIONS FOR LRFD DESIGNS THE FOLLOWING LOAD GOMBINATIONS HERE DE51GNE7 FOR TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL "TOTAL DL + HL 3. 3. 2. ALL ROOF AND FLOOR TRU55E5 SHALL BE DESIGNED TO RESIST THE WORST LOAD GOINIBINATIOH RESULTING IN THE MAXIMUM 5TRE55E5 PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 4. DESIGN A55UMPTION5 : 5.4. I. ALL FOUNDATIONS ARE GENTEREP UNDER SUPPORTED GOLUMN5 AND WALLS UNLESS SHOWN OTHERWI5E IN THE PE51GN PLANS. 4. MATERIALS 4.1. REINFORGIHr ;TEFL 4. I. I. REIHFORGIN6 STEEL SHALL BE ASTM A615 -04A GRADE 40, f'y = 40 Ksi 4. 1.2. LAP SPLICE SHALL BE A5 FOLLOWS: K5 BAR 25", 44 BAR 20", #3 BAR 15". 4. 1.5. ALL DIMENSIONS PERTAINING TO THE LOGATION OF REINFORCING ARE TO THE GEHTEPLINE OF FAGH BAR EXCEPT HHERE THE COVER DIIIIEH510N 15 SHOHN TO THE FADE OF THE GONGRETE. 4. L 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. }. 1.5. REINFORCIN(a MEGHANIGAL COUPLERS ARE G,0 DEVELOP 125 .o OFTHE REQUIRED -rIELD 5TRENGTH OF THE 5AR AND ARE TO 5E APPROVED BY THE EtNGINEER OF RECORD. \ E I 4. 1.0. DESIGN GO /ER R>=OJIPENIENTS G -I -P GONGRETE FORMED AGAINST EARTH : 3° G -I -P GOHGRETE EXPOSED TO EXTERIOR : 2" G -I -F GOINGRETE NOT EXPOSED 11 GROUT FILLED MASONRY: �4„ 4. 1• 1• WELDED HIRE FABRIC, (HHF): A5TIN1 A185 -0I 4. 1. 8. DETAIL REINFORGEMENT IN AGGORDANGE HITH AGI 315 -LATEST EDITION. 4.2. GONGRETE : ,1. 2. 1. - -- -_--_ �-- - CONGRETE TYPE - MODULES OF MIN. 28 DA -r' ELASTIGITY I DE_ r �) 5< (E) _ICN ( _ G -I -P GONGF'ETE ((NORMAL HE16HT) 2,500 P51 2,850 Ksi 6-1-P GONGRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 5,000 851 3,122 K51 0-1 -P GROUT - 3,000 Psi 3,122 r5i 4.2..2. GONGRETE SHALL GONS15T OF I" MAXIMIJI-1 A0-r5RE7ATE GONGRETE I.11X HITH SLUMP ENGINEERING LLC BETHEEN 6" AND 7" AT TIME OF PLAGEMENT. SEE 5PEGIFIGATIONS FOG,-'. ADDITIONAL Apollo Beach, Florida 33572 CRITERIA. 4. 2. 3• GROUT 5HAL L CON515T OF PEA ROCK (3/8" MAXIi-IUi-1 AGEGRErATE) CONCRETE MIX HITH SLUMP BETHEEN 8" AND 10" AT TIME OF PLAGEMEFIT, SEE SPECIFICATIONS FOR Ln ADDITIOFIAL GRITERIA. 4.2.4. GOH5TRUGTION _JOINTS HILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE- FORMING, PLAGEr,IENT AND GURING SHALL BE GONDUGTED IN m AGGORPANGE HITH THE 5PEGIFIGA"iION5 AS STATED. 4. 2. 6. EARTH SUPPORTED 5LAB5 (EXGLUDING EXTERIOR. HALKHAY5 i DRIVEHA'(5) CL00 tE 3 1/2" MIN. THI6KNE55 H/ MIN. REINFOR.GEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 HHF LU IN TOP OF I -I/2" OF SLAB. FIBER MESH PER DESIGIJ Nil;< r-tA1 BE USED I.L.O. WHF � GONTRAGTOR5 D15GRErlON. 4. 2. 7. CONCRETE PLAGEMENT PR.AGTIGE5 SHALL BE IN ACGOR.DANCE Lam!/ ALL AGI- MGP 2004 STANDARDS. 4. 5. GONGRETE r-/IA50NR r : 4. 3. I. PILLED CELLS ISI/ (1) ;45 5AR SHALL BE LOGATEP PER PLAN. 4. 3. 2. LOAD BEARING, GOHGRETE MA50118Y BLOCK SHALL BE ASTM Gc1O-01, TYPE II z NON -MOISTURE CONTROLLED. 4. 3. 3. ALL GELL5 4 CAVITIES BELOH GRADE HILL_ BE FILLED H/ CONCRETE IN ALL V) 5TEM HALLS. 4. 3. 4. THE AGGRErATE 5TRENrz)TH OF THE BLOCK AND MORTAR SHALL BE F'rn = 1,500 P51 KNOWLEDGE AND BELIEF; THE STRUCTURAL 1.111N1 MUM. 4. 3. 5. METHOD OF GONGRETE MASONRY PLAGEMENT AND GONSTRUGTION SHALL BE R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE GOFIDUGTED IN /AGGORDANGE HITH THE 5PEGIFIGATION5 AS STATED. 4. 3. 6. MORTAR SHALL 5E TYPE "5" FOR ALL I-iASONRY GON51-RUGTON. 4. 3. -1. MA5ON8Y ROUGH OPENING HAT' VARY IN THE GROSS 5EGTION DIMENSION OR ELEVATION OF THIS DRAWING ONLY. DIr-IEN510I1 SPECIFIED ON THE APPROVED PLANS FROM -1/4" TO +I/2" PER 5EGTION P_606.13 4.4. 5TRUGTURAL LUMBER : 4. 4. I.I. INTERIOR LOAD BEARING HALLS SPF, fb = 675 PSI, E = 1200 Ksi CLIENT ON THIS PROJECT. ANY REPRODUCTION OR ALL EXTERIOR FRAMIN& 5PF, Fb = 675 PSI, E = 1200 Ksi 4. 4. 1.2. ALL FR AME HALL5 TO BE GON5TTRUGTEP U51H63, SPF, DESCRIPIiON__ STUD QUALITY OR f3ETTER 4. 4. 2. ALL PLYHOOD USED FOR EXTERIOR APPLIGATION5 OFF SEr 2, FROM STEP SHALL BE APA RATED 5HEATHING EXP I U.N.O. 4. 4. 3. ALL PLYWOOD USED FOR INTERIOR APPLIGATIONS 5UGH A5 SUB FLOORING AND toe CMI)STEEL 5HC-AR HALL5 SHALL_ BE APA RATED SHEATHING EXP I U.N.O. 4.4.4. IF 055 BOARD 15 TO BE USED IN PLACE OF PL-YHOOD 15 TO HAVE 51MILAR OR GREATER 5EGTION PROPERTIES. 4. 4. 5. OHL'r 5TRUGTURAL LUMBER TO BE USED FOR AN EXTERIOR A.PPLIGATION. HOOD IN GONTAGT HiTH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4. 4. 6. HHEN PRE ENGINEERED TRU55-U5 ARE GALLED FOR ON THE PLANS THE P.E, #34245 MANUFAGTUBER 15 TO 5UDMIT SHOP PRAHINGS 'G,0 THE ENGINEER OF REGORD. <{, <}• 7• �� _. HOOD rr� < <r DESIGN, F,�BRIGATE AND EREG"r HJOil 'rR-U��ES IN A,,_>RDAN_E L�IITI-f THE DE�I�N P.E. #49758 J CGIFIGALION FOR LI ��Hr METAi PLATE rONNEGTED H<»D TRUSSES" BY THE P.E. #59107 - r- AN51/TPI I _n 2, B1�1 I - 03 4, 4._ 8. UNTREATED HOOD SHALL NOT BE IN DIRECT GONTAGT HITH GONGRETE. SEAT PLATES STRUCTURAL NOTES SHALL BE PROVIDED AT BEARING LOGATIONS HITHOUT HOODEN TOP PLATES. 4. 4, q. ALL EXTERIOR FRAME HALL5 SHALL BE 5TUG60 FINISH- -11b" 5TUGGO FINISH PER DRAWN BY: DZ ASTM G. c126, APPLY 3 LA'rERS H/ TOTAL THICKNE55 7A3" OVER METAL LATH. FIRST 2 LAYER5 318" THIGK EACH. 3RD LAYER 05" THIGK 4. 4. 10. INSTALLATION OF EXTERIOR LATHING 4 FRAMING SHALL COMPLY TO A5TM G 1063 PER FLORIDA RE51DENTIAL GORE R-105.6.2 4. 4. 11. FIELD GUT ENDS, NOTGHES AND DRILLED HOLES OF PRFSFRVATIVELY TREATED HOOD SHALL BE -TREATED IN THE FIELD IN AGGORDANGE HITH ALIIPA M 4 4.5. FASTENER'S AND TIE DOWNS : 4. 5. 1. FA5TENER5 AND TIE DOHN5 SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES, AFIGLE5, GFIANNELS : A5TM A36/36M 04 Fy = 36 Ksi POUND METAL PIPE : ASTM A53-02, GRADE B Fy = 35 Ksi SQUARE METAL TUBING : A5TM A500 -03a, GRADE B Fy = 46K51 HIGH 5TRENGTH 60LT5 : ASTM A325 -C,4 MACHINE BOL_T5 : GALVANIZED A5TM A307-03 4. 5. 2. SHEET METAL AGGE550RIE5 SHALL CONFORM TO : Fy = 331<51HITH 0110 GALVANIZED GOAi'IN6 IH AGGORDANGE HITH A5TI.1 A525-8-1. 4. 5. 3. NAIL`! SHALL COHSI5T OF : GOI-11-10N HIRE FLAILS HITH MINIMUM DIAMETER A5 FOLL_0r15 : 8d = 0.131", IOd = 0.148", 12d = 0.148", 16d = 0.162" `I. 5. 4. ALL FA51 ENER5 AND TIE DOHHS EMBEDDED IN GOFIGRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI-GORROSIVE COATING B'Y MANUFAGTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE POHNS ARE TO PROVIDE THE UPLIFT GAPAGITf GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOHNS, BEAM HANGERS, JOIST HANGER5, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN AGGORDANGE HITH THE PLANS AND SPEGIFIGATION5. 4. 5. -1. GONGRETE El"IDEDPEP '-J' BOLTS U5EP FOR UPLIFT ARE TO BE HET 5ET PRIOR TO INITIAL SET OF THE GONGRETE, 5PAGING AND ALIGNMENT ARE TO BE IN AGGORDANGE HITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOHNS USED FOR TRUSS AND HALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORGING PRIOR. TO OR REALE PL_AGING GROUT. 4.6. MICRO-LAI'1 LUMBER: 4, 6. I, MIGRO-LAM 5TR.E55 GRADES! SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 Pal Fb = 2;150 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) 5, = 2; IO0 (PARALLEL) 4, -J. STEEL: Fv = 2611 P51 4. 7. 1. INSTALLATION OF ALL 5TEEL TO BE PERFORMED E3Y AN EXPERIENCED, QUALIFIEP 5TEEL ERECTOR. 4. 7. 2. FABRIGATE AND EREGT ALL 5TRUGTURAL STEEL IN AGGORDANGE HITH A.I.S.G. "SPECIFICATION FOR THE DESIGN, FABRIGATION, AND EP.EGTION OF 5TRUGTUF1,AL STEEL FOR BUILDINr35" 4. 7. 3. 5TRUGTURAL STEEL: A5TM A36/361.1 04. 4.-7. 4. STEEL TUDIN62: A511-1 A500 -03o, TRADE B. 4.15. MELDED GONNEGTIONS: E70XX ELEGTRO17)E5, MINIMUM SIZE" FILLET HELD5 3/16", AV15 GERTIFIED HELPERS. GERTIFIGATION PAPERS TO BE 5UBMITTED UPON BEQUEST. 4.7. 6. HHERE STEEL DEAM5 ARE- CONTINUOUS OVER GOLUiN1N5, PROVIDE HEE3 STIFFENER PLATES ON EACH SIDE OF THE HED, OF A THICKNE55 EQUAL_ TO BEAT -I FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE -IUBE COLUMN. 4. 7. 7. THE 51 -EEL FRAME 15 "NON -SELF 5UPPORTINO". ADEGUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE GOF1T1='AC:I'OR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLAGE. - - 15-lJl1_..DIN(_, r)ATA WIND SPEED 120 MPI-{ FIND IMPORTANCE FACTOR -- (Ilu) _- 1.0 WIND EXPO5UPE -- 'C' (FRC R301) INTERNAL PRESSURE COEFFICIENT= +l- 0.1,5 ENCLOSED BLDG) [DESIGN WINID Pi aSU : (COMPONENT AND CLADDING,) WORST CASE (10 SF - END ZONE) il END ZONE 15 ONLY WITHIN 5'-0" OF ALL EXTERIOR 6UIL DING CORNERS WINDOUJS AND DOORS 120 MPH + 36.3 PF / - 40.6 P5F (END) UNLj-55 NOTED ON FLOOR PLANS + 36.3 F5F/ -39.3 PSF ( INTERIOR) UNLESS NOTED ON FLOOR PLANS GA2.AGE DOORS (V = 120 MPH) SINGLE 9x 1 +21.6 PSF / -31.2 P5F DOUBLE 16x1 +26.4 P5F / -29.1 P5F �_-)TRUG TUP'.TL NOTES 4. b. SOIL: 4. 8, I. THE FOOTING 15 DESIGNED BASE ON 2000PSF SOIL BEARING PRESSURE. GONTRAGTOR/OVINEIR SHALL VERIFY 501L BEARING PRE5SURE OF THE PROPOSED SITE. SOIL - POISONED - _c c 4. �. 2. ALL >OIL 15 TO Ei1= GLEAN E NOI..OI IED FOR TERN11TE5 PER FBG 2GG 1, RESIDENTIAL �hGTIOiNS 8320.1, R320.2, R320.3, et 8704. TERMITE_ PROTECTION -- PLANS MUST SPEGIFY T'rPE OF TERMITE TREATMENT • Soil Chemical Barrier Method • Other treotmont - Must specify proposed method and submit docurnentation, which substantiates the proposed method, 15 on npproved terrnite protection systern or method. IF GHEMIGAL SOIL TERMITE TREATMENT IS USED I. FBG 105.11 A permanent sign �11hlch Identlfles the terrnite treatment provider and need for re -inspection o,nd treatment contract renewal Shall be provlcled. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof doL-n5povts shall dt5Ghorge of least P -O" away from the building side walls. 3. Irtion/sprinkler s,rjsterna Including all risers and spray heads hail riot be installed within P -O" of theridavildirlcJ side FI -TTI. 4. FBG R -104 -To provide For inspection For terrnite trTFestatlon, between wall covering and final earth gqrade shall riot be leas than 6 inches. Exception: Paint or decorative cemenbtious Finish less than 5/8" thick adhered directly to the foundotton wall. 5. 8320.1.1 If soil treotrrtent is used for subterranean terrnite prevention, the Initial cnernicol soil treatment inside the foundation perimeter shall be done after all excavation, backFllling and compaction is corrlplete. 6. 8320.1.2 If soil treatment 15 used for subterranean termite prevention, soil area disturbed after initial chernicol soil treatment shall be retreated viith o cherntcal soil treatment, Including spaces boxed or Formed. -1. 8320.1.3 IF Boll treatment 15 used For subterranean terrnite prevention,. space in concrete floors boxed out or formed for the 5ub5eg,uent In5tallotlon of plumbing traps, dro!n5 or any other purpose shall be created by using plastic or metal permonentll placed"'rorm5 of sufficient depth to eliminate rt I +Gtr l i ii a y p c lec soil c 5curbance after initial .,herntcc.l Sail �reatrrlent. 8. x:320.1 IF Soil treatment is used r"or subterranean terrnite pr•eventlon, chemically treated Soil shall be protected wiLh o minimm 6 Trill vapor retarder to protect against rainfall dilution. If rainfall r f � + � � f occur,, before. /c ar retarder Ltcemcnt retreatment 1s required. ��1. An work in I in I r, F p p t y cud c p a�e ten. o reinforcing steel done after cherrltcol treatrnent until the concrete floor Is poured,=♦loll in such rnonnNr as to avold penetrating or, disturbing treated soil. .G be done Ii. R320.1.5 If soil treatment Is used For 5ubterronecln termite prevention, concrete overpour, or mortar accurnuloted along the exter-!or Foundatlon perimeter shall be removed prior to exterior chemical soil treotmorlt, to erihorlce verttcol penetration of the chernicals. 10. 8320.1.6 IF soil treotmont is used For subterraneon terrnite prevention, chemical soil treatrnents 5holl also be op lied under all exterior concrete or crocie within I root (305 rnrn) of the primary structure sidewalls. Also, a vertical chernlcal barrier shall re applied promptly after constructlon 15 Gornpleted, Includinq IrAlal londscopinq and Irridation/sprinkler' Installation. Any soil disturbed after the chemical verticoT border 15 opplier-� shall be prorrlp ly retreated. 11. 8320.1.-1 If a reyrnterefl i �rrniticide Forrnvlated and rc gi5ter�d as a bail; 5y5tern is u�5�ed For subte r_Inean ter to p ev.ntlon, .>ections R320.I.Ithrough P010.1.6 do no, applLL�; howo-vor, o signed contract assuring the Iris toI otion, malntenanca and mordtoring of the bolting system for, a rnlnlmurn of 5 `{ears from the iesue of the GertiFlcate of Occupancy shall be provided to the building ofFlclol prior o the pouring of the slab, and the systern must be installed prior to final building approval.. 12. FBG 8320.1 - All buildings are rectlulrecl to have pre-corn5tructton treotrnent. 13. 8320.1 Termite Protection. Termite protection shall be provided by rogl5tered tor -miticides, includin soil applied pesticides, baitlnc systems tes and pesticide s cpplied to wood, or other approved rnethoc2 of termite protection labelecrFor use a5 a preventative treatment to new construction. See Section 202, Registered terrtilt icIdo. Upon completion of the opfpplication of the terrnite protective treatrnent, a Gportificote. of Gompliance shall be issued _o the building deportment bulI the, 11„ensed pest control com an that contains the folloHlin statement: "The buildinghoe received o corn lete treatrnent for p y g p the prevention of subterranean termites. 'treatrnent Ls in accordance I-tich rules and Tal-ts established by the Florlda Department of Agriculture and Consumer 5ervtces." 14. 8:520.2 penetration. protective sleeves around pipinc penetrating concrete slob -on -grade Floors shall not be of cellulose -containing moterials. if Soil reatment is used For 5ubterronean termite protection, the sleeve shall have a maximum woll thickness of 0.010 !rich. and be sealed wlthtri the 51ab using an n corr = i(e clam 'na device to elnInateth� annular het,een the e pipe and the sleeve. no termicide5 shall be applied inside the sleeve. 15. R320.3 Gleaning. Gells and cavities In mr-isonrui units, and air gaps betvioen brick, stone or masonry veneers and the structure shall be cleaned of all nonpreservative treated or nonnoturaily durable woad, or other cellulose- containing material prion to concrete placement. 4. 8 .3. SOIL 15 TO BE GOMPAGTED TO C15% MODIFIED PROCTOR AS DEFINED BY A5TM D 155-1-00 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 2411 A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED B'( THE GOVERNING JURISDIGTIOH "LIOUIP BORATE OR BOR -A -GOR" PRODUCT METHOD5 MUST BE DETERMINED AT PERMIT STAGE . 2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXP05ES UNTREATED POR.TION5 OF HOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. NOTE: IT IS THE GONTAGTORB P_.ESP ONSIBILIT( TO REVIEW ALL DRAWI'NC�S BEFORE CONSTRUCTION BEr�INS. DANSGO ENCINEERINC, LI_G 15 RESPONSIBLE FOR THE STRUGTUR.AL I NTEC R 111' OF THIS PROJECT ONLY. ,ANY DISGP.EPANG'r BETWEEN FIELD GONDITIONS, OTHER DESI CN PROFESSI ONA\LS' SHOP DRAW I NCS, CONTRACTORS' BU I LD I N(-:-�, METHODS, AND THESE SIGNED AND SEALED DFAWINCS MUST BE E3 OUr_-5HT TO THE ATTENTION OF FLORIDA DESK1\1 SOLUTIONS, ING. PRIOR TO THE GOMMENGEMENT OF GONSTP.UGTION. ATTENTION: GHEMIGAL GHANCES IN PRESSUR.E TP.EATED WOODS AS OF DEGEMBER 315T, 2005, GHROMATED GOPPER ARSENATE (GGA-(,) WILL NO LONGER BE PROEA)GED FOR I`;ESIDENTIAL OR GENE RAL GONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLAGE GGA -G. M; AY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE GORR051VE TO STEEL. IT 15 THE GONTRAGTORIS RE5PON51 B I L I TY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO 5ELEGT APPROPRIATE GONNEGTORS THAT RES 15T GORROS ION. FOR EXAMPLE, AGO -G, AGO -D, GE3A-A, OR. GA -B REOUIR.E HOT -DIPPED CGALVANIZED OR 5TAINLES5 STEEL FASTENERS. DOT SODIUM BORATE (5BX) DOE5 NOT. REGUIR,ED 5A,FETY GLAZING IN HAZARDOUS LOGATIONS (RE: FRG R50b.4) R3OL33 HUMAN IMPAGT LOADS. INDIVIDUAL GLAZED AREAS INGLUDING 5LAS5 MIRRORS IFI HAZARDOUS LOGATIONS 5UGH AS THOSE INDIGATED A5 DEFINED IN SECTION R308A SHALL PASS THE TEST REOUIREMENTS OF GP5G 16 GFR, PART 1201 CRITERIA FOR GATEGOR`( I OR CATEGORY 11 AS INDIGATED IN TABLE 8308.3 EXGEPTI ON5: 1. POL15HED WIRED GLA55 FOR USE IN FIRE DOORS AND OTHER FIRE RC-515TAN-F LOGATIOh15 SHALL GOMPANY HITH ANSI Zq7.1 2. LOUVERED HINDO1,15 AND JALOUSIES SHALL_ GOMPANY WITH 5EGTION 8308.2 8308.4 HAZARDOUS LOGATIONS. THE-: FOLLOFING SHALL BE r OrJIDEBED J > EGIFIr HAZARDOUS LOGA'1­I01,15 FOR THE PURPOSE OF GLAZING: GLAZING IN SHINCING DOORS EX(�EI i" JALOUSIES 2. GLAZIN0 IN FIXED AND SLIDING PANELS OF 5LIPIN(5' DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLP CLOSET DOOR ASSEMBLIES. 3. GLAZING IN S'roRM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN POOR.5 AND ENCLOSURES FOR HOT TUE35, ,11-11RLPOOLS, SAUNAS, 5'TEAH ROOMS, DATHTUB5, AND 5HOWER5. GLAZING IN ANY PART OF A BUILDING HALL ENGLOSING -THESE GOMPARTMENTS HHERE THE BOTTOM EXP05F-D EDGE OF THE GLAZING 15 LE55 THAN 60 INGHE5 (1524 -IT -1) MEASURED VERTICALLY ABOVE ANY 5TAHDIH(z,:) OR vIALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR HHERE THE NEAREST VERTIGAL_ EDGE 15 HITHIN A 24-INCH(61OMM) ARG OF THE DOOR IN A GL05ED POSITION AND WHOSE BOTTOM EDGE IS LE55 THAFI 60 INGHE5 (1524MM) ABOVE THE FLOOR OR HALKIN6 SURFACE, 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DE5GRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOHING CONDITIONS.- -7.1 ONDITIONS:7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN, cl SwARE FEET (0.836 M2). -1.2 BO?TOM EDGE LESS THAN 16 INCHES (45-1 i -1m) ABOVE THE FLOOR. 73 TOP EDGE GREATER THAN 36 INGFIE5 (4(14 1-11.1) ABOVE THE FLOOR. -14 ONE OR MORE HAI_KING 5URFAGE5 WITHIN 36 INGHE5 (614 MM) HORIZONTALLY OF THE GLAZING. r -c c 8. ALL GLAZIFIG IN BAIL.IFIG> RL-GA�zDL;=.>5 OF AN AREA OR kIEIGf-rr ABOVE WALKIFIG SURFAGE. INGLUDED ARE 5TRUGTUP.AL BALUSTER PANELS AND NONSTRUG-URAL IN FILL -PANELS. h. GLAZIFIG IN WALLS AND FENGE5 ENGL051NG INDOOR AND OUTDOOR SHIMMING POOLS, HOT -TUBS AND5PAS HHERE THE BOTTOM ED( E Or THE = A II5 LE55 HAF 60 INGHE5 (Ir 24 NM) ABOVEA HAL.KIFIG SURFACE AND HITHIN 60 IFIGHE5 (1524 i-INi ) HORIZONTALLY OF THE WATERS EDGE. THI5 SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJAGENT TO 5TAIRHAY5, LANDING5, AND RAMPS WITHIN 36 INGFIE5 (ciK MI -Q HORIZONTALLY OF A HALKING SURFACE HHEN THE EXPOSED SURFAGE OF THE GLASS 15 LESS THAN 60 INGHE5 (1524 MH) ABOVE THE PLANE OF THE ADJAGENT VIALKING SURFACE. II. GLAZING AIDJAGENT TO STAIRHAY5 WITHIN 60 INGHE5 (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A 5TAIRVIA'( IN ANY DIRECTION HHEN THE EXPOSED SURFAGE OF THE GLASS 15 LESS THAN 60 INGHE5 (1524 MM) ABOVE THE NOSE OF THE TREAD. EX(,-EPTION: THE FOL_LONING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: I. OPENIING5 IN DOOR5 THROU6t-i HHIGH A 3-INGFI(iC6 MM) 5PHERE 15 UNABLE -TO PASS. 2. DECORATIVE GLA55 IN ITEMS I, 6 OR, -h 3. GLAZING IN SECTION 8308.4, ITEM 6, WHEN THERE 15 AN INTERVENING, HALL OR OTHER PERMANENT BARRIER B=THEEN THE DOUR AND TFiE GLAL.ING. 4. GLAZING! IN SEGTION R 308.4, ITEM 6, IN HALLS PERPENDICULAR TO -THE PLANE OF THE DOOR IN A G!_OSFP P051"rlOFl UR HHERE, r E55 THROUGH THE DOOR 15 TO A GLO5ET OR STORAGE AREA 3 FEET ( 114 MM) OR LE -55 IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SEGTION 8308.4, ITEM 7. 5. GLAZIFIG IN SECTION 8308.4, ITEMS -1 AND 10, HHEN A PROTECTIVE BAR 15 INSTALLED ON THESE AGGE551BLE 51DE(S) OF THE 6L.AZIN65, 5b INGHE5 t 2 INCFIE5 (N14 ± Mr -1 51 1-11-1) ABOVE THE FLOOR, THE BAR SHALL BE CAPABLE= OF WITH5TANDIFIG A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT K(57/M) HITHOU"r GONFAGTING THE GL, -\S5 AiND BE A MINIMUM OF I Y2 INCHES (38 MM) IN HEIGHT. 0. OUTBOARD PANES IN LFISULF. Ti GLAS5 UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION RDOL .4, ITEM -I, HHEN THE BOTTOM EDGE OF THE GLA55 15 25 FEET (7620 MINI) OR MORE ABOVE GiR-ADE, A ROOF, HFaI_KIFIG 5URFAGE5, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.-M RAD) OF HORIZONTAL] SURFAGE F,DJAGEI,N- TO THE GLA55 EXTERIOR. 7. LOUVERED HINDO1,15 AND JALOU5IES COMPLYING HITH THE REOUIREINIEFIT5 OF SE( --nom 8306.2. 8. MIRRORS AND OTHER GLA55 PANELS MOUNTED OF: HUNG ON A SURFAGE THAT PROVIDES A GONTINUOU5 DAGKING SUPPORT, h. SAFETY GLAZING IN 5EGTIOH R50b.4, I'rEM5 10 AND II 15 NOT REOUIRED WHERE: 01,1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INGLUDING BALUSTERS OR IN -FILL PANELS, GOMPLYING I^lITH THE PREV151OH5 OF 5EGTION 1012 AND 1607:1 OF THE FLORIDA BUILDING GORE, BUILDING; AND ci.2 THE PLANE OF THE rL_A55 15 GREATER 'THEN l8 INGHE5 (457 MI -1) FROM THE RAILING. GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRG / FE3C �A) COVER a I_L AREA UIH A HEAVY AtYw AT Or ASPHALTH A_T _ UL i N. ALLOW EMULSIONB ION TO DRY . AT LEAST 2 HOURS BEFOPE PLACING MORTAR. B) ADI -'ERE EXPANSION STRIPS TO JAM55 AND HEAD. MAKE CERTAIN EXPAN61ON 5TRIP EXTENDS TO 51LI C) STET A FULL MORTAR BED JOINT, APPLIED TO $ILL. D) SET LOWER COURSE OF BLOCK MAINTAIN A UNIFORM JOINT WIDTH OF 3/13' PLUS OR MINUS 1/5'. ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE °5' OR aN". STEEL TOOLS NU5T NOT BE USED TO TAP BLOCK5 INTO Po5I rioN. (PLACE A RUIJBER CRUTCH TILS ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR 50LID GLA55 BLOCK Ii- MAY BF NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOUDER I � 7- EE a ..O.lf?,.ES TO PREVENT THE r101�.rAR FROM BEING 5auc�rED OUT, E) INSTALL PANEL RE-INFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINC3S WITHIN PANELS. (THE SAME 5PACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAM155 AND HEADS IN LIEU OF CHANNEL OR CHASE SUi2ROUND5.) RUN REINFORCING CONTINUOU5LY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INGHE5 WHENEVER IT 15 NECE55ARY TO U`✓E MORE THAN ONE LENGTH. DO NOT 5121DGi= EXPAN51ON JOINTS WITH REINFORCING. INSTAL L REINFORCING 45 FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURFDOW, PRESS PANEL REINFORCING INTO PLACE. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH, DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOI 1T5 NOT REQUIRING PANEL REINFORCINCa -• DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET WC-CFEDING COURSE OF OLOCK5. SPACE AT HEAD OF PANEL AND JAM55 MUST REMAIN FREE OF MORTAR. H) STRIKE JOINi5 SMOOTH WHILE MORTAR 15 STILL PLASTIC AND BEFOR- FINAL SET, AT TH15 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES, FEMOVE SURPLUS MORTAR FROM FACES OF (-3LAS5 r3LOG11'1'5 AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 1 UJEDGE5 FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX, 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAh1i3 AND LEAD CONSTRUCTION. LEAVE SPACE FOR SEALING,. J) APPLY SEALANT iwVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'5 APPLICATION MANUAL ANG INSTRUCTIONS: K) A MAXIMUM OF &0 5rJ.l-TARE FEET OF (aLA55 5LOCK MAY DE INSTALLED IN ANY OPENING. � FOR WIND 5PEED5 UP TO 110 MPH,, PER PITT55URG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK, 2Q !ea, PANE=L ANC.1 OF --\ 9 2a. r -.NEL FIE INFO -11c, li"Icz OTNEP' -_- COUiISE) 9," MIN. L_AI--' SPL ICE-. 1-1 SEALANT GLASS BLOCX DET41L EXPAN51ON STRIP 1/4" EXPANSION BOLT (2 PER'. ANCHOIR) EXPAN510IN STRIP 6" MIN, LAP SPLICE UJ/ �EINFORCINr PANEL NOTE: SEE CzLA55 BLOCK INS'FAL,LATION NOTES, :(110 mph FA5TE5T WIND = DO mph, 3 SEC. C1U5T, FRC TABLE 8301.2.13) (110 Tnph FASTEST FIND = 130 mph, 3 SEC, CiUST. FBG TABLE 1606.1.6.1) 'f 11 D It IL SICU ENGINEERING LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.corn CD 0 Ln LU 7-1,- 0 0 Ln zGO<cc) T m Z � 1<0U..QO CL00 tE Z LU LU CD O Lli c j 111 Z :EO F- U w z z Q G U Z O_ V) V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF; THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±0.18) WIND ZONE THIS DRAWING AND DESIGNIS VAUD FOR 12MONTFIS AFTER THE DAIS IT IS.SIGNED ANDSEALED. SIGNED AND SEALED FOR IHC STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011 -THESE DRAWINGS AND DESIGNSARETHU JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPIiON__ 02.03-07 TAU 2W7 FBC UPDATES&REVISEU DETAILS C/S3. CC/53 & K/33 FOR WALL OFF SEr 2, FROM STEP 10-20-09 1.01 REVISED DETAIL K/S3 08.31.10 toe CMI)STEEL 10.19.10 1.03 UPDATE DETAIL K/S4 VERSION NO. 1.03 /10.19. 10 CA 25948 SAMUEL A. GREENBERG, P.E, #34245 THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 [� MIKE RICHMOND, P.E. #59107 ENGINEER SELL: SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03,09 DRAWN BY: DZ REVIEWED BY: TH COMPONENT & CLADDING DESIGN PRESSURE (120 mph, enclosed, 3 sec- gust, 2.1/112-1 to 6.0/12 pitch, t: x posure (:r, Height - 30 feet, Importance Factor r 1.0) RAFTER 5PAN TABLE MEM15ER 51LE AND SPACING UFLII r CAPACffY LA'I'FT?AL (S.Y.P. #2) (S.P.F.) r_APACI Y MAXiMUM LENGTH MEM5ER C:ONNECTIO 154 2' X 4' s 16' O.C. ZONE ZONE 1'-5' (2) 16c( TOENAILS 2'X 6' o 16' O.C. 20 10'-5' l2) 16d TOENAILS _ 2' X d' 9 16' O.C. -63.6 13'-121' (3) I6cl TOENAIL5 _ 2' X 10' 9 16' O.C. -45.4 16'-51 (l) t16P HTW20 OR (3) 16 d TOENA11r5 2' X 12' a 16' O.C. 16.7 191-3' l U U5P HTW20 OR (4) l(Od TOENAILS 2' X 4' 6 24' O.C. 32.5 6'-1' (2) 16d TOENAILS 2' X 6' 0 24' O.C. -30.114.7 01d6' (2) I6d TOENAIi $ 2' X S' o 24' O.C. -33.9 11'-01 (2)16d TOENAILS 2' X 10' 0 24' O.G. 14.7 13'-0' (3) 16d TOENAILS 2' X 12' Q 24' O.C. 30.8 15'-4' (l) U5P H RU20 OR (3) 1(od TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY It s. RAFTER TO RIDCEBEAM). �¢ SOUTHEIRN YELLOW PINE, 55 F'SF LOADING COMPONENT & CLADDING DESIGN PRESSURE (120 mph, enclosed, 3 sec- gust, 2.1/112-1 to 6.0/12 pitch, t: x posure (:r, Height - 30 feet, Importance Factor r 1.0) UPLIFT CONNECTION CROSS-REFERENCE ROOF WALL TRIBUTARY AREA (ft2) UFLII r CAPACffY LA'I'FT?AL (S.Y.P. #2) (S.P.F.) r_APACI Y FASTE1\fRS CONI�=MR ZONE1 ZONE 2&3 ZONE ZONE '10 20.9 -33.2 20.9 -70.1 36.3 -39.3 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 34.6 -37,7 1 34.6 -45.4 50 16.7 -31,'1 16.7 -55.0 32.5 -35.6 32.5 -41.0 '100 14.7 -30.114.7 1 7-1 Od X 1 -1/2" -48.6 30.8 -33.9 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 30.8 -33.9 30.8 -37.7 Notes: 1 For effective areas or w ind speeds between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2 Table values shall be adjusted for height and exposure by nxlitiplying by adjustment coefficients in Table R301.2(3) of the Florida Residential Code 2007 3 Flus and rranus signs signify pressures acting torr and and aw ay from the building surfaces UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMP SON STRONG TIE COM, CTOR UFLII r CAPACffY LA'I'FT?AL (S.Y.P. #2) (S.P.F.) r_APACI Y FASTE1\fRS CONI�=MR _ IJf� IF'f C APA1' LATERAL CAPACITY FAST:aJtS (S.Y.P. //2) (S.P.F) MASONRY APPLICATIONS MASONRY APPLICATIONS _ - 28-16d HTA 16 1615 1585_ 590 _ 10-10d x 1 112" Pal E "1 A'16 14_50_ 1247 335 7-1 Od x 1 -i /2" HTA20 1615 - __ 185 5 _ 590 10-1 Od x 1 1/2" META20 '1450 1247 _335 1 7-1 Od X 1 -1/2" HTT16_ 4290"`_ 36891" - 18-16d & (1) 5/8" A.B. HTr16_ _ - ?P,�a71 AIM 5370" 4631W - - 32-16d & (1) 5/8" A. B. ~ H_171`22 - 15%32" GDX 1 (f) " ATRI PL'I'HOOD OR LUGT2 1350 1850 - 16-10d & 5=114"x3" Wedge bolts LGT2 2150 1850 - 16-16c1 Sinkers & 7- 114"x2 1/4" Titen LTS'19 1390" _ 1195 - 8-1 Od & (1) 3/4" A.B. LT719T ---1350" 13058-16d - Sinkers & (1) 314" ATR LTT131 2825` 2429 -- 118-10d x 1 1/2" & (1) 5/8" A.B. LTTl31 2310 2310k - - 18-1 Od x 1 1/2" & (1)(1) 5/8" ATR ZONE 120 MPH 5 SECOND GUST EXPOSURE "G" I^IIND ZONE 8d RING SHANK NAILS @ 6" O.G. T + h 4" O.G. @ TABLE END HALL OR GABLE TRUS5 &1 RING SHANK NAILS © 6" O.G. EDGES if 8d RING SHANK NAILS © 6" D.G. Ii�1TERMEDIATE + t 0.113 INCH NOMINAL SHANK DIAMETER 0.115 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVEP SHANK DIAMETEP RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RING5 PER INCH 16 TO 20 RIN65 PER INGH 0.280 INGH FULL ROUND HEAD DIAMETER --- -FRAME APPLICATIONS - -�^ -_ - � FRAME APPLICATIONS uo'm: * FOP 8d RING SHANK HAILS 0.113x 2x 3/8" RING SHANK r.OIL GUN NAILS MAY BE U5ED 1) SEE STRUCTURAL MOTES EOR SHEAT -HIND SPEGIFIGATIONS AND I^IIND SPEED. 585 585_ '170 10-8d x 1 112" F 12.5 �IV � 415 365_ 150 10-84 x_1 1/2" _RT7 _ RT16 _ 1030_ 1030 645--- 16-8d x 1 1/2" H10 -- _95- 6.60 � 16 8d x_1 1/2" RT16-2 1160 975 410 16-8d x 1 1/2" H10-2 760 655 395 '12-1 Od SPT22 725 623 260 8-1 Od SP1 585 535 - 10-1 Od SPT24 '1085 933 260 12-1 Od 1065 _ 605 - 12-1 Od SPT4 '1075 924 - 6-1 Od x 1 1/2" _SP2 - SP4 _ 885 760_ - _ G-1 Od x 1 1/2" S PTH4 2150 1849 - 12-1 Od x 'I 1/2" S P H4 1360 1170 - : 2-10d x 1 1/2" MUGT15 4265 3335 - 22-10d & (1) 5/8" AT MC;T 3965 3330 _ - 22-10d & (1) 518" AT LUGT2 2260 10.56 440 32-1 Od LGT2 2050 1785 - 30-16d Sinkers HTW20 1530 13'25 95 20-1 Od HTS20 1450 1245 -- 20104 LSTA18 1235 1110 - 14-1 Od LSTA18 1235 1165 - '14-1 Od LSTA24 1235 1235 - 16-1 Od LSTA24 1235 1235 - _ 18-1 Od LSTA30 16_40 1640 - 22-1OdLSTA30 - 1640 1640 - _ 22-1 Od LSTA36 1640 1640 - - _ 22-10d--,_LSTA3r3- 1640 -1(A0 - 24-1 Od HUNG APPLICATIONS HUNG APPLICATIONS� HUS26 1925 1655 -- 20-16d _ HUS26 1550 1550 - 20-16d THDH26-2 2235 1935_ --_ 28-16d HGUS26-2 2325 1995 - 28-16d FlUS28 2570 2210 - - 30-16d - HUS28- - 2000 _ 2000 30-16d THDH210-2 3490 3020 - -58-16d HGUS28-2 3220 �27U5 - -- �48-16d -h + t CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUF=ACTURER FOR GROUT FILLED CMIJ NOTE: - DO NOT DRIVE NAILS THROUGH THE "TRUSS PLATE ON THE OPPOSITE: SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF TFIE TRUSS. u - X` Cf�I`tENT Pi-.s1$T'vR Its AGCOFDAiJG€ WITH A>311fiG92b �T 5ACM) Mv,t. 1..44E iN A..COWANCE WIN A3TMC"3 VOBA SFE4THiNCs -' * Ltv'PER;oR'',TED FL<v'm ye, wMP OcFEED Ai. iiW rrvEx ___ f1AfF4l'AG*1 EfCrTfGfM Of G'EI'eri7 K>=EP TOP EDGE MEF v CIH11136COM Cf Oym ,IT F'LA6T� f'LABTER FINISH Err u�P BGF�D 114' 1'O 2° a�3U`� M ,�GCl7�AA,V� rJOINT R 2° A8ov1r TOP OF KOOF &F+"�Ai?iff'!Ca lUl'r1�1 Ag'ii'IG93b JT1'U•I B!_OCiCr�.fk7R0.�D 21J�� LY ALL rldlUl= FPip OlifblDE CORad ULL PEED TO HE rlrrEs arc. ALL ,lartre rJF.IIEn TO 19 cvt.lw u5a+r.; CAl1K PP, SCOPE qF wow cE1104Y' F'L4.S1ER in 9Y)oR i31.OM P67 MG'Pit TYFIC,d,L. MTLU IN5TAL�_.4TICN NrITI0U6 FiN18H scALE: N.T.S. E AND QUANTITY OF FASTENERS T''l''f=iC:,4L �4T>dr 20-18 / WTA 20 iN5TAL 1-.rTION NOTE: UPLIFT \lAt_11E IS BASED ON S.P.F USP SPT 24 A"[---\ EACH L_C 5E FGR MeC)RATI1+E M'E USP ".116 5/8"� BOLT :R TRuS5 . JOP R -r!6 USiNe Ib TOP PLATE � HTA 20-i0 / HTA 20 IhlSTALLATIC)N 'a i`'fC) 51=,4N -8d XI !/z" NAIL) 1PL.IFT r 103D� TYPICAL_RTl& IN-5T,6,ILLATION MIN. EMBEDMENT SGNGDULE FOR TYPICAL HU5 iNSTAI LA -1 -ION JOINT T'(P. -' G,^ALV. METAL ! z v- FLASHING Ops GRlGr E 13 CHIMNEY GAP 2"x4" E3LOGKING (SEE MANUF. SPECS. FOR MINIMUM PISTANGE) EXTERIOR FIN151-i PRE-FAE3 CHIMNEY BLOCKING @ MID POINT WHEN CHIMNEY EXCEEDS 6'-U" IN HEICcNT I/2" SHEATHINCc OR 0.513 . .2 "x4" STUDS a 16" O.G. MAX. Y. iviTL, FLASHING Tl<:USS TOP CHORD 1 I i I `--u51✓ HTW20 @ EA. GORNER \�' DOUr3LE 2„x4" B1_OGKIN6 lr1l 1/2" PLYI^IOOD FLITCH - � SCALE: )/4"=l'-0" - ATTAGi-1 15LOGKtP4e' TO TRUSSES w/ USP SLOPE MP -34 Al`Iti�LE TYPICAL_----------�--- HTW20 c�zIGKE-rEl sc�A��� 73 �4.1,_i -pow--�-� H��OK f ®EA. CORNER NEERED WOOD TRUSSES I CHIMNEY ASSEMBLY © 16" O.G. MAX. 2"x4" t3LOGKl NG w/ " P LYWOOD FLITCH TYP. STS. -100/- BOND 13E-411 FILL. GELIi F {1. STD. �tC) ° -•"•: _�--� - �� _,_._._ �l E30ND Al l 5TP SCALE: N.T:S. GON-r. #s BAR #5 CONT. FROM FOUNDATION AIN 'TO HIGHEST BOND BEAM lilll�ljll�ljlilhlllll'' li`IiV�illi���fFNi �I�lll'�`V', i r�N)ul �Ii N EIVGIIVEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenyinee(ny.com O O Lr) Q�'IzO LU N - � Q v, � Q p LLU LULz Ce V) ((� --I � CL Go G � E LU J 0 0 w w z (� w � z Q U TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE SiRUC'TURAL PLANS ANU SPEC'IFIC'ATIONS COMPLY WITH 'LWT FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2007 SUPPLEMENf), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =t0.18) WIND ZONE1-0 [HIS DRAWING AND DESIGN I$ VABU fUR I'L MONTHS AFTER lklC URIC IT IS SICNEU AND SEALED. SIGNED AND SCALED FOR THe S(RUUTURAL PORTION OF THIS DRAWING ONLY. 20I I LENNAR COKP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WIIHUUT WRITTEN CONSENT FROM LCNNAR CORPORATION. 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF UANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROWIUI TED. REVISION: DATE DESCRIPTION 02.03_07 1.W 2W7 F6C UPDATES tG REVISED DETAILS c/sa, cc/ss n K/53 FOR wnu GrP ser 2' PaoM srEP 10-10-09 LUI REVISED DETAIL K/Y3 08.31.10 1A2 G,40 STEEL 10.19.10 Loa UPDATE DETAIL R/SA VERSION NO. 1.03 /10.19. 10 CA 25948 [i SAMUEL A. GREENBERG, P.E. #34245 � LC THUY H. HUYNH, P.E. #60122 F -j IRWIN J. BENSON, P.E. tt49I58 [� MIKE RICHMOND, P.E. 459107 ENGINEER SEAL: � SWEET TITLE: STRUCTURAL NOTES SWEET INFORMATION:IN CD P'00F DIAPHPA6-)�/1 �IAII_..IN6 SCSHEDUI_E -- RIDGE LINE Is++ -h + t L_+ ++ - 15%32" GDX PL'I'HOOD OR 4 + 05B + + + + + + + ;- + -RIDGE LINE 120 MPH 3 SECOND GUST EXP05URE "G" MIND ZONE 120 MPH 5 SECOND GUST EXPOSURE "G" I^IIND ZONE 8d RING SHANK NAILS @ 6" O.G. T + h 4" O.G. @ TABLE END HALL OR GABLE TRUS5 &1 RING SHANK NAILS © 6" O.G. EDGES if 8d RING SHANK NAILS © 6" D.G. Ii�1TERMEDIATE + t 0.113 INCH NOMINAL SHANK DIAMETER 0.115 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVEP SHANK DIAMETEP RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RING5 PER INCH 16 TO 20 RIN65 PER INGH 0.280 INGH FULL ROUND HEAD DIAMETER 0.280 INGH FULL ROUND HEAD DIAMETER 2 INGH NAIL LENGTH 2 INGH NAIL LENGTH uo'm: * FOP 8d RING SHANK HAILS 0.113x 2x 3/8" RING SHANK r.OIL GUN NAILS MAY BE U5ED 1) SEE STRUCTURAL MOTES EOR SHEAT -HIND SPEGIFIGATIONS AND I^IIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGE EKED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER.. IF ROOF FRANfING CONSISTS OF A LESSER GRADE OF LUI-IDER, CONTRACTOR MIDST GONTAGT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. VOBA SFE4THiNCs -' * Ltv'PER;oR'',TED FL<v'm ye, wMP OcFEED Ai. iiW rrvEx ___ f1AfF4l'AG*1 EfCrTfGfM Of G'EI'eri7 K>=EP TOP EDGE MEF v CIH11136COM Cf Oym ,IT F'LA6T� f'LABTER FINISH Err u�P BGF�D 114' 1'O 2° a�3U`� M ,�GCl7�AA,V� rJOINT R 2° A8ov1r TOP OF KOOF &F+"�Ai?iff'!Ca lUl'r1�1 Ag'ii'IG93b JT1'U•I B!_OCiCr�.fk7R0.�D 21J�� LY ALL rldlUl= FPip OlifblDE CORad ULL PEED TO HE rlrrEs arc. ALL ,lartre rJF.IIEn TO 19 cvt.lw u5a+r.; CAl1K PP, SCOPE qF wow cE1104Y' F'L4.S1ER in 9Y)oR i31.OM P67 MG'Pit TYFIC,d,L. MTLU IN5TAL�_.4TICN NrITI0U6 FiN18H scALE: N.T.S. E AND QUANTITY OF FASTENERS T''l''f=iC:,4L �4T>dr 20-18 / WTA 20 iN5TAL 1-.rTION NOTE: UPLIFT \lAt_11E IS BASED ON S.P.F USP SPT 24 A"[---\ EACH L_C 5E FGR MeC)RATI1+E M'E USP ".116 5/8"� BOLT :R TRuS5 . JOP R -r!6 USiNe Ib TOP PLATE � HTA 20-i0 / HTA 20 IhlSTALLATIC)N 'a i`'fC) 51=,4N -8d XI !/z" NAIL) 1PL.IFT r 103D� TYPICAL_RTl& IN-5T,6,ILLATION MIN. EMBEDMENT SGNGDULE FOR TYPICAL HU5 iNSTAI LA -1 -ION JOINT T'(P. -' G,^ALV. METAL ! z v- FLASHING Ops GRlGr E 13 CHIMNEY GAP 2"x4" E3LOGKING (SEE MANUF. SPECS. FOR MINIMUM PISTANGE) EXTERIOR FIN151-i PRE-FAE3 CHIMNEY BLOCKING @ MID POINT WHEN CHIMNEY EXCEEDS 6'-U" IN HEICcNT I/2" SHEATHINCc OR 0.513 . .2 "x4" STUDS a 16" O.G. MAX. Y. iviTL, FLASHING Tl<:USS TOP CHORD 1 I i I `--u51✓ HTW20 @ EA. GORNER \�' DOUr3LE 2„x4" B1_OGKIN6 lr1l 1/2" PLYI^IOOD FLITCH - � SCALE: )/4"=l'-0" - ATTAGi-1 15LOGKtP4e' TO TRUSSES w/ USP SLOPE MP -34 Al`Iti�LE TYPICAL_----------�--- HTW20 c�zIGKE-rEl sc�A��� 73 �4.1,_i -pow--�-� H��OK f ®EA. CORNER NEERED WOOD TRUSSES I CHIMNEY ASSEMBLY © 16" O.G. MAX. 2"x4" t3LOGKl NG w/ " P LYWOOD FLITCH TYP. STS. -100/- BOND 13E-411 FILL. GELIi F {1. STD. �tC) ° -•"•: _�--� - �� _,_._._ �l E30ND Al l 5TP SCALE: N.T:S. GON-r. #s BAR #5 CONT. FROM FOUNDATION AIN 'TO HIGHEST BOND BEAM lilll�ljll�ljlilhlllll'' li`IiV�illi���fFNi �I�lll'�`V', i r�N)ul �Ii N EIVGIIVEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenyinee(ny.com O O Lr) Q�'IzO LU N - � Q v, � Q p LLU LULz Ce V) ((� --I � CL Go G � E LU J 0 0 w w z (� w � z Q U TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE SiRUC'TURAL PLANS ANU SPEC'IFIC'ATIONS COMPLY WITH 'LWT FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2007 SUPPLEMENf), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =t0.18) WIND ZONE1-0 [HIS DRAWING AND DESIGN I$ VABU fUR I'L MONTHS AFTER lklC URIC IT IS SICNEU AND SEALED. SIGNED AND SCALED FOR THe S(RUUTURAL PORTION OF THIS DRAWING ONLY. 20I I LENNAR COKP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WIIHUUT WRITTEN CONSENT FROM LCNNAR CORPORATION. 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF UANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROWIUI TED. REVISION: DATE DESCRIPTION 02.03_07 1.W 2W7 F6C UPDATES tG REVISED DETAILS c/sa, cc/ss n K/53 FOR wnu GrP ser 2' PaoM srEP 10-10-09 LUI REVISED DETAIL K/Y3 08.31.10 1A2 G,40 STEEL 10.19.10 Loa UPDATE DETAIL R/SA VERSION NO. 1.03 /10.19. 10 CA 25948 [i SAMUEL A. GREENBERG, P.E. #34245 � LC THUY H. HUYNH, P.E. #60122 F -j IRWIN J. BENSON, P.E. tt49I58 [� MIKE RICHMOND, P.E. 459107 ENGINEER SEAL: � SWEET TITLE: STRUCTURAL NOTES SWEET INFORMATION:IN CD JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH + r VOBA SFE4THiNCs -' * Ltv'PER;oR'',TED FL<v'm ye, wMP OcFEED Ai. iiW rrvEx ___ f1AfF4l'AG*1 EfCrTfGfM Of G'EI'eri7 K>=EP TOP EDGE MEF v CIH11136COM Cf Oym ,IT F'LA6T� f'LABTER FINISH Err u�P BGF�D 114' 1'O 2° a�3U`� M ,�GCl7�AA,V� rJOINT R 2° A8ov1r TOP OF KOOF &F+"�Ai?iff'!Ca lUl'r1�1 Ag'ii'IG93b JT1'U•I B!_OCiCr�.fk7R0.�D 21J�� LY ALL rldlUl= FPip OlifblDE CORad ULL PEED TO HE rlrrEs arc. ALL ,lartre rJF.IIEn TO 19 cvt.lw u5a+r.; CAl1K PP, SCOPE qF wow cE1104Y' F'L4.S1ER in 9Y)oR i31.OM P67 MG'Pit TYFIC,d,L. MTLU IN5TAL�_.4TICN NrITI0U6 FiN18H scALE: N.T.S. E AND QUANTITY OF FASTENERS T''l''f=iC:,4L �4T>dr 20-18 / WTA 20 iN5TAL 1-.rTION NOTE: UPLIFT \lAt_11E IS BASED ON S.P.F USP SPT 24 A"[---\ EACH L_C 5E FGR MeC)RATI1+E M'E USP ".116 5/8"� BOLT :R TRuS5 . JOP R -r!6 USiNe Ib TOP PLATE � HTA 20-i0 / HTA 20 IhlSTALLATIC)N 'a i`'fC) 51=,4N -8d XI !/z" NAIL) 1PL.IFT r 103D� TYPICAL_RTl& IN-5T,6,ILLATION MIN. EMBEDMENT SGNGDULE FOR TYPICAL HU5 iNSTAI LA -1 -ION JOINT T'(P. -' G,^ALV. METAL ! z v- FLASHING Ops GRlGr E 13 CHIMNEY GAP 2"x4" E3LOGKING (SEE MANUF. SPECS. FOR MINIMUM PISTANGE) EXTERIOR FIN151-i PRE-FAE3 CHIMNEY BLOCKING @ MID POINT WHEN CHIMNEY EXCEEDS 6'-U" IN HEICcNT I/2" SHEATHINCc OR 0.513 . .2 "x4" STUDS a 16" O.G. MAX. Y. iviTL, FLASHING Tl<:USS TOP CHORD 1 I i I `--u51✓ HTW20 @ EA. GORNER \�' DOUr3LE 2„x4" B1_OGKIN6 lr1l 1/2" PLYI^IOOD FLITCH - � SCALE: )/4"=l'-0" - ATTAGi-1 15LOGKtP4e' TO TRUSSES w/ USP SLOPE MP -34 Al`Iti�LE TYPICAL_----------�--- HTW20 c�zIGKE-rEl sc�A��� 73 �4.1,_i -pow--�-� H��OK f ®EA. CORNER NEERED WOOD TRUSSES I CHIMNEY ASSEMBLY © 16" O.G. MAX. 2"x4" t3LOGKl NG w/ " P LYWOOD FLITCH TYP. STS. -100/- BOND 13E-411 FILL. GELIi F {1. STD. �tC) ° -•"•: _�--� - �� _,_._._ �l E30ND Al l 5TP SCALE: N.T:S. GON-r. #s BAR #5 CONT. FROM FOUNDATION AIN 'TO HIGHEST BOND BEAM lilll�ljll�ljlilhlllll'' li`IiV�illi���fFNi �I�lll'�`V', i r�N)ul �Ii N EIVGIIVEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenyinee(ny.com O O Lr) Q�'IzO LU N - � Q v, � Q p LLU LULz Ce V) ((� --I � CL Go G � E LU J 0 0 w w z (� w � z Q U TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE SiRUC'TURAL PLANS ANU SPEC'IFIC'ATIONS COMPLY WITH 'LWT FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2007 SUPPLEMENf), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =t0.18) WIND ZONE1-0 [HIS DRAWING AND DESIGN I$ VABU fUR I'L MONTHS AFTER lklC URIC IT IS SICNEU AND SEALED. SIGNED AND SCALED FOR THe S(RUUTURAL PORTION OF THIS DRAWING ONLY. 20I I LENNAR COKP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WIIHUUT WRITTEN CONSENT FROM LCNNAR CORPORATION. 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF UANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROWIUI TED. REVISION: DATE DESCRIPTION 02.03_07 1.W 2W7 F6C UPDATES tG REVISED DETAILS c/sa, cc/ss n K/53 FOR wnu GrP ser 2' PaoM srEP 10-10-09 LUI REVISED DETAIL K/Y3 08.31.10 1A2 G,40 STEEL 10.19.10 Loa UPDATE DETAIL R/SA VERSION NO. 1.03 /10.19. 10 CA 25948 [i SAMUEL A. GREENBERG, P.E. #34245 � LC THUY H. HUYNH, P.E. #60122 F -j IRWIN J. BENSON, P.E. tt49I58 [� MIKE RICHMOND, P.E. 459107 ENGINEER SEAL: � SWEET TITLE: STRUCTURAL NOTES SWEET INFORMATION:IN CD JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH I CA (1) LAYER UNDERLAYMENT FOR ROOF FITCH?4:12 t INSULATION REQUIREMENTS (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12. -- -- 12 FRE ENGINEERED WOOD TRU55 v) 24' D.G. U.N.O. LO(,A\-LI rjN P. -VALUE / TYPE (T`T'F.) VARIES HURRICANE ANCHOR ,@ EACH TRUSS EX -f GONG HALL F? --4.1 HIGH PERM (SEE UPLIFT 5CHED.) W/ METAL PL. CINDER EA. TRUSS - _ EXT FF� AME 2 x 4 ;? I I/f'.-I K.R,4r=T FL\G�D - INSULATI N B�� --- MOISTURE BARF�IER - _ ROOF COVERINr EXT FRfVME 2 x 6 R-Iqi r- RAFT FADED � � -TRU55 B^vTTGM CHORD, ?R 2x4 BLOCKING 1116'0.65. MIN. SEE ROOF NAILING -- ------ 5/81OR 1/2" HI&4 STRENGTH (U,N.OJ _ U1/ 2-16d TOE NAILS a EACH END 1`h SCHEDULE ON 5HT.5NI GOf 1DITIONFD LFII (NCS 1`�`O �LOW�I-IN (OR /g" GYP. TYPE "X" a GARAGE _ BLEV_ VARIES (IN5TALL BAFFELS AT EA WE) W/A HABITABLE ROOM ABOVE) CO ` UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE lU USF HTW20 WHEN 5/S" OR I/2" HIGH --- �! GARAGE 5><r >F R TIOI l - \ TRU55 ALIGNED WITH STUD BELOW ALUMINUr'I r -P -AFT FACED 5:P_F- DOUIBLi=- y -� STRENGTH CEILING GiF (G/�R?:GE / LIMING) TOF FLATS -TRUSS BOTTOM CHORD OR _x4 BLOCKING -- _ DhzIP ED�>= � I/?"OR 5/8' ✓-11GE� STRENrTH -- i �. , BOARD PER CODE (OR ALUI UNUM FASCIA �� " " " BOARD(U,N.OJ lOR 5/8° GYP: T`r'FE " W/ 2-16d TOE NAILS a EACH ENT:) 5/a" GYP- TYPE "X" - 8 xS x16' NOMINAL BLOCK WITH USP 5PT24 < x S,P.F. (OR EG2UAL) SrUD$ 16 O.C. URO, /� X " GARAGE W/A HABITABLE GARAGE W/A HABITABLEx SUB FASCIA 3/3" MORTAR BETWEEN COURSES CONNECTOR 12' N.O.�NOROOM ABOVE) ROOM ABOVE) IT VENTILATED I 1/2" cDX PLYWOOD OR `1116" U.5 -B. (1) ROW 2x. BLOCKING a MID HGT. FOR WALL 5.P.F_ DOUBLE TOP PLATE- 5EE UPLIFT SCHEDULE FOR UPLIFT UJ/DRYWALL SCREWS �" i i1 ii ii ii c CONNECTIONS- PROVIDE (1) LISP HTW20 WHEN SOFFIT SHEATHING REQ D. FOR ALL - HGT. < a'-6 . (2) ROWS 2x BLOCKING a 3rd U5P 5PT24 CONNECTOr� _ O.C. CEILING s 3" O.G. L__________JI ______�L___-- �JL.- _}-----�L,_�� --_ -- � ,, I n TRU55 ALIGNED WITH STUD BELOW r -----,r----- --- r----------- �_=_=-,r---- -Ir- -- EXTERIOR OR SWEAR WALLS 45 -._- PTo FOR WALL I-lr�r- : 3-6 . _ WALLS 8"x8'/,16' KNOCK -OUT 1 u 11 Ir II a I/2" GYP. W.B. MIN. a GARAGE SIDE IFS/ I Ir II n u II INDICATED ON THE PLAN. ATTACH BLOCK W/ IS CONT, I u II u u I ^ '' SEE THIS SI41` FOR INSULATION CI --TART APPLICABLE r � SEE THIS 5HT FO i II II a II II SHEATHING W/ 8d COMMON NAIL 5 a '\ ` 2 x 5.P -F- (OF, EQUAL.) STUDS 16 O.C. U.N.O. INSULATION CHART FILLED SOLID IF—4 O.G. BOUr�DARIES 6 O.G. (1) ROUT 2x BLOCKING Q MID HGT- FDR L--____lL _^_ -- L-- __---JL---------JL------------ r _ - = _-----JL._-__ " i tl W/GROUT 1 n u u n EDGES, AND a 12" O -G. a FIELD Ix2 P.T. HOFIZONTA 8'x4"x16" NOMINAL - 1 B II a II 3/�,' MORTAR BETWEEN %` . �P SP 122 COh I'INEGTOiz WALL HGT. < 8'-6", (2) ROWS 2x BLOCKING �` S>=)= 71-115 5HT FOR INSULATION GI -TART c>" am.u. u. TYPICAL " 1 u ii ii ii " ° ' a 3rd FTS FOR WALL PGT.., 6'-6"- " ° tl NAILER - - _/ BLOCK WITH 3/6 / SLAB BLOCK 5/S x 10 J' BOLT 5/3 0 x 10" "J BOLT a 211" O.C. CU/ 2 � x -----JL---.--_.,_, ----- _-'-----_-.--_,r ----------ter- -- --Ir- MORTAR BETWEEN i ii a n ,/'� a 24 O.C. W/ 2" x3/16" 2x F.T. BOTTOM PLATE � USF 5FT22 CONNECTOR --_� �. 3/16' PLATE WA5HER (TYPJ STD. 90°NOOK (SEE DETAIL) COURSES CUT TO i u u u u u PLATE WASHER (TYP.) TYPE 5' MO1�T<�F' I u u u 11 �^ 2. _ /o x 6 WI.4 x IUL4 2x F.T. BOTTOM PLATE --.2 SLOPE. I u 11 a rr WWF OR FIBERME�N cfl II ELEV. O'-0" ^ 6 x6 UJI.4 x WI.4 lUW1 OR FIBERi1E5W SEE THIS 5HT FOR_._._ r------ --- �r- ---lr-------- A�� � 3 I/2' MIN. INSULATION CHART ELEV. -0'-4 lit" L----- --ARCHITECTURAL; T, a �� • .. -- \ - p_ - - -p- p- * p� _ ( -p - --p - -�7 --- Q _ _ C: f \ 4� - - -- _- --r-1;�- / _ a� FINISH A.F.F. ° a .,\ ELEV. -0'-3 I/2" 1 a '' -- ---- Ix2 PT WD FURRING a 24" O.G,� 4 a O p �/ / 3 I/2'(mif) TO 4 q ° A F.F. Q \' \ \\ _ 2x4 CONT. .. . u \ \ I/2" GYF5Ur1 WALLBOARD U.N.O.�x v - 4 3 I/2'(minJ - 4" moi/ / \ 3 1 /2"(mirl'i (u 05 VERT. IN FILL �' �., a CELLS (SEE C:TARAC�E DEPTH VA`RI3=5 FOUNDATION PLAN - 2. - ,' (2) 05 CONT- \ /\" /\ / (2) 15 CONT. 1x4 P.T. BASE NAILER r �... a.. a 4 I -4 8 1-4___ FOR LOCATIONS) - 3 1/4" BAS�oARD- T T F(_INf Ie1Jl �_TEF"�I TrT�«T TY rIC1�'IP`,l 4"x4" INSPEC'rIDN / CC MIN. 251 M PSI ARY SLA n G rC SCALE: 3/4 1'-O-O"MIN PSI MAY VARY PER �PORT AT EACH o� , T � ' , �� 'l ,/-\ISL- /2 W/0 Skll E � IJJALL FILLED CELL -- MUNICIPALITY, SCALE: 3/4"=1'-0",- (� TYPICAL CONCRETE BLAB W/ 6X6- - /(L NOTE:EXTEND 'Y UJ1.4XWI,4 WO OR TISERI~IE5H° U DECO FINISH 4° to- `` 6' BELOW GRADE - 1/2" OR 1116" OSB MIN. PLYWOOD SHEATHING zea ` NAILED W/ 3d COMMON NAILS a 4" O/C�y;�/ I' - - BOUNDARIES, C _- jc ffl / � ° ! � 2x S.P.F. STUDS <a 16" O.%. � 6" O/C EDGES, AND 12" OIG FIELD. \ \%\�Ji�J -` t° 2x STUD SHEAR WALL REQUIRES 2x BLOCKING a SEAMS. /, - A / 6 MIL VAPOR �// P . ,� � � - LOAD BE OR BARRIER p \\ EXTERIOR WAIL - 8" G.M.U. (2) ROWS OF 2x BLOCKING a i 2x STUDS a 16' O/G - (U ROW 2x BLOCKING a MID (2) ROWS 2x BLOCKING a 3rd ^ P.T.IRD POINTS � ;=E THIS SHT FOP? INSULATION CHART � �` JA's NOT>=•�r r , r �T. FOR WALL NGr. 8'-6". COMP. oOIL. (COMPACTED -4 � \� \f - / - ° ^ �� SEE SECTION 0153 FOR -� PT5 FOR WALL NGT- > V-6". TO 9510 MODIFIED // / / / I I x 1 T5T1JD PROCTOR ASTM D1551) \\ �\\ \ \\ SEE THIS 'HT FOR INSULATION CHART � % f/6 STUCCO FINISH PER ASTM C. 926 ADDI t IDNAL INFORMATION #5 VERT. IN FILLED DELL APPLY 3 LAYERS W/ TOTAL THICKNESS �` I/2 GYP. UJ>a (MIN.) a GARAGE SEE GG153 OR -� { CONTINUOUS TO FOOTER BELOW 90-kOO` DETAIL_ 51DE IF APPLICABLE. 3 IN- DLR. 6/53 FUR ArIGHUR J V8' OVER METAL LATH. FIRST 7. L Al'rRS G U5F 6PT22 CONNECTOR 5/d x6 U BOLTS " " " 2' 3/6" THICK EACH. 3RD LATER 1/6" THICK- 3" HICK i^XFAN510N BOLT a24 " O.C. (2) #5 RI=3AR DONT. ON )10LT INFO. DOLT CCS 24" O.G. VERT. 5/8°� x IO J BOLT a 24' O/C Wl _ vX 3" CHAIRS TYP- U,N.O. 4:1 II_,{" -5Tp. 90°HOOK \ OR 5/S" x 6" EPDXY 3/16' PLATE WASHER TYPICAL 5P 5PT22 a EA, STUD 2x P.T.PLATE `'F W/ -I' EMBEDMENT (MIN. SHEAR (SEE [DETAIL) l BOLT - X P -' SPACE ANCHOR BOLTS 3500 , MIN, TENSION 2600#) '�U5P 5PT22 T'(P. � 1 MIN. _500 PSI CONCRETE 2.! I -T. PLATE , LU T'('�'I �.��L �.TI�N SLAB W/ 6 x 6 20" MIN LAR #5 REINFOP.GING `� ( O -\ _ y ^ j- 6° MAX FP,OM END of 6 x 6 W1.4 x Wi.4 - \ =' ( -2x P.T. PLATE WI.4 x WI.4 WEEP SCREED BAR ^ 2" x PLATE \ WU.F OR FIBERMESH T SCALE: 3/4" 1'-0" ��, 1 '1 AS5Ur1ED WI F OR IBERMESH / INSTALLED PER MANUF. < r n r n OF - OR 1 PEINFO',GINO BAR p A - i. FINISHED GRADE - p p r"y= 4aks1 J - - _ -.- -s- ><--- a FINISH C-i[RADEQ0 Y u� / Q MONO OR 5TEHA_L - - - : A �Y, p I> 25' MIN. LAP /�� FOOTING MONO SHOWN �, . �.pP P /' // \ ' -� FOR GLARIT'( �,, co MIL VAPOR BARRIER \ - �-5 REINFURGING BARILI \.�, NOTE: 1. �' p \\/\\/\\�\ n \ o �- - - - - - - -- --- - 1 (2) �5 CONT. *FDR BEARIND HALL j\/�/\ c=' COMP. 501L. (COMPACTED T \/ A p /\�\�\\ 3�" MIN. LA>= �XG� O N GHAIF.5 J DLOGK WALL BEYOND W/ UPLIFT ONLY ----\�7-\� �` 95% MODIFIED PROCTOR ASTM / \\/\\'� �\// /�- ��� � Yr�.) c� 11 _ S" . \ \ \, /\ \ \ \ \ `R Imo' 13" _ \//� ///\/�j/� /���/ 4R #F '.F Il1PORGiN6 CSAR � - - _ _ "ATG. �✓� 1�4GC�i . PAVERS \ /\ /\ T TY PICA\L INTERIOR O.H.D. REG it � � � �-- - _ - -ro �....��' �P1..IGE � � _ r-fRA IE WALL T0 � .C`'�.�I. WALL C-ONNEC TIc�N r� � � � fi � ,� cn -� I � �T�r I r� 1-1� UJ�� rr �TINI< � T��11� _ 6"T- FRING WALL W1 UPLIFT / ��-- �:', SEE TYP. 1-IALL 5EGTION FOP' 5GALE:.3/411=I'-D" SEE rT"P. WALL SCALE: 3/4"=I' -D" -. - o)� SECTION FOR ? Sr ALC: N.T.5. SCAM- r: 3/bu;ll-Ou G -> ADDITIONAL. CLAD INFORM,4TION. ADDITIONAL SLAB INFORMATION. \:===� -111-111-I I �......m..n�_ _._-,K�_ 6 4,II - co -6 x I,UL4 x WI.4 ;_ � I _ - L,ILUF OR HF3ERMEESH 1/2 `(m_Ir0- 4" -III -I I -- _ a --n__. c GRADE 1=1� ; .: - `.. _ - , = - -_ _ ._.. �- _. -- . � r I � I III=11 I 1 � I-1 1111- I -_� �� � �\� I - A/55 Ore_ III III II III- I J/S6 FOR .3 t�flN. CLEARANCE RE,I 1`l>=. INFO. 1'-4" (I 5T Rl') 1'45" (2 STORY) 4" MIN_ G ACA DOOR 5L>45 1�-'.����J SEE TYf'. HALL Sl GTION FOR SCALE: N.T.S. i P.T. 2x �) . _ 1/2" OTP. BD. . - , ADDITIONAL INFORMATION. _ \ - HOLD FROM SL - - ({) i�UW 2x BLOCKING a ("IID � ��/ I/2" FROM SLAB SCALE: 3/-^-'=1'-O" �� HGT- FOR WALL HGT. - _V-6% (2) ROWS 2x BLOCKING a 3rd U' -O" DONT. l_3EAD SEAL, I1 � PT5 FOR UJALL HGT. > 0'�-6". 5L OGK WALL BEYOND ° '.a [ I1 F)^R TOR ! 2X STUDS @ 24" O.G. U.N.O. - -�- - - -- - EXPANSION JOINT VAF'IE5 112" GYP- WB (MIN.) a GARAGE SIDE ^^ � \ ,_ 3 I/2" �� O 13" �< MASONRY MALL AND r" IF APPLICABLE, ti O_H.D. RECE55 d T GA RA(5E L PAD FOOTING �-(SAD NRY MALL AND 3/'1•" RECESS FOR 6 x 6 WI.11- x WI �l N !, " " c'v �� r`� HVIF OR FIE3ERP'(ESfI 2x F.T.PLATE- i/11 DIA. X 3 1/4 rAPCONS a 2:T r GOf lGR) 1 E NAILS W I I/4"- C I/�" DfPSUM I^IALL_BDARD U.N.O. c S.G.D. (U.�1.0.) MDEDME-NT @ 12" O.G. (, W/ DRYWALL SGREVIS @ 5"0G. MASONRY HALL--- EXTEND FILL GELLS _ ct� O/C 4 a 6" MAX FROM END of 2 x .. E l2) #T� CONT. ON 3'- FLAT" 1 W� ,- -i STAO�ERIrD, FP'01 1 BOTTOM ---5EE r+{I5 SHEET FOR INSULATION CHART TO FOUNDATION PAD w -J �6x6W1.4xW1.1 - c� CHAIRS (TYPJ p ^ cn rvi,'' jf :al PLATE TO C.ONGR.EI E GOT rr. P TIN(: � - MAT REINFORGING, Wu DR r 1Br RME�H / / / \/ r �i \ (2„ as .� rEEL- / - - _ L ) (MIN. SHEAR I O# M I R ,� GONT. BEAU SEALANT c \ ) _ f a < /� - a - a /\\ \ 61 TENSION I �0+ CONCRETE 5LAi3 < a L `- r E 1 \� \/ X/1 X11,/ \ p fie,- -.� .. ro. r . HNF OR FIE3ERME5H - �t� -O� L - _� \\/ \�\\� \'�- / _ \` a- ILl F /\/ to R3 �\/f //\/\/ U -/\�/�\� \r����\ a n l 7 / O �f) U9 r� �/ j ar �b1 \``\L\'. / \ 1' 1 . � \ �\ � Nul_ VAPOR - \\/\ \ \ �j\\j\ �\\i\\i\\i;\i, � ��-\�` \� � �� � <t i./�� MIN. CLEARANCE BARRIER //\� /�./�//\\�/�/ \� //\//\//\\/ \/\/\ooTwG SEE A/55 FOR 4: I'-4" " ' REINF. INFO. 1 FOR REINI=, 1 _4 (1 �T RY) PAD iEIrIFOf GEMENT / �.�i4'T I ���� #1 - ! V $ s INFO. � � \\� \ \. , \,��\�� BEYOND u SI=P TYF>. WALL. 5EGT101`1 FOIR ,. � -� 1' 8" l2 STPRY) 4:. 4.. (SEE SGf-fEDU1_F) ,.�",1"lli�l- CLEARANCE T �FIGAL INT[E-FJOR BEAFfNC-T y r-(DoTiNr LUIDT-H ADDITIONAL SLAG IN> of r 1� rloN. :\ r � <- - t _-)HE `XCH .DULE `GAR �E D 00� � A 5� �-I.,_- G�L�;5 SSE �� �� '1� 1 .-�- �L>�� �T��' � f�����`� � �.��.D. �I�'f UJ,41�L UJ/0IJT I,IPLI�T �(���� G � Ill"��>�I�r�.. IJ,J� (� -� � _ � _ _ �E TYP. ILIAL -L SECTION FOR SCALE! N.T.S.,�T I ����J1i`� -I: ( 1` SEE T(P. WALL SECTION FUR SCAL> 3/4"= I -O' �3 5> r(P. WALL SEG rlOrl ! OI SCALE: 3/4 -I -O r' .,•, �w� ADDITIONAL INFORMATION. ADDITIONAL SLA=3 INFORMATION. �� � I 5E= T'r'P. 1�IALL SEG LION POI? 5G ALE. 3/411=1'-O" �,s3 ADDITIONAL SLAB INFORMATION, _ � _�� ALE: N.T.S. ADDITIONAL_ INFORMATION. �-- r, DANS ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.corn 0 0 In w !1- CZ) o�� z r)<�c�� LIJ (Y7 W Q 0 u-00 < 1- ci co z � E z - z 0 mi0 V) III c Lu _o Z O Z n V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE SIRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =t0.18) WIND ZONE IRIS URAVVING AND DESIGN IS VAUD TOR 12 MONIHS AT ILR IHC DATE IT IS SIGNED AND SCALLU. SI GNCD AND SCALED FOR THE STRUCI URAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP. 1HIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201 I -IH ESE DRAW INCS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORILED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02-03-09 I,UU AW fUC UPDATES S REVISED DETAILS C/53, CC/S3 E K/SU FOR WALL OFF SET 2" FROM STEP 10-20-09 I.UI REVISEDDETAIL K/53 08.31.10 1.02 G,40 STEEL 10,19,10 LOS UPDATE DETAIL K/S4 VERSION NO. 1.03 /10.19.10 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 [j MIKE RICHMOND, P.E. #59107 ENGINEER SEAL: SHEET TITLE: SECTIONS, DETAILS, & NOTES (MONO) SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH --(U LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 3 7 5/a �° 1 5/a' a" l 5/a' g° (2) LAYERS UNDERLAYMENT FOR ROOF PITCH E4:12. VENT OR 2ND FLOOR - - - - - -- - - - 12 PRE-El16INEERED WOOD TRUSSES a 24' OIC C.M.U. P - SOLID AREAS ARE I--1� SOLID AREAS ARE fP.) `SEE EL EV- UPLIFT CONNECTOR (SEE SCHEDULE) I/2" MINIMUM GEMENT FIN15H TYPICAL ...M.U. WALL VERTICAL JAM. \ 5/a"DIA, x a" J-BOLT5 AT 6-3/4', 41-3/4', 11", AND 96-3/0' ABOVE ❑ STEEL AND GROUT �- I STEEL AND GROUT :: < -DOUBLE 2"x4` 5.P.F. TOP PLATE " 3/4" FURRING STRIPS GARAGE FLOOR AL L J -BOLTS WILL BE IN FILLED CELLS (2,200 u r L STANDARD 3 pIA. TEE r r INTERIOR SAID CUT TO 10 1/2 5AW CUT TO 10 1/2 FULL axaxl6 BLOCK (la" STUCCO FINISH PER ASTM G. PSI MIN. CONCRETE). AN -HORS MAY BE ..OUNTER5UNK (BUT NOT (-I j ,: II�-II u J;26 APPLY 3 LAYERS UJ/ TOTAL THREADED 3" DIA. EXTENSION `� �- f/2" � "YPSUi�f BOARD REQUIRED) TO PROVIDE A FLUSH MOUNTING aURFACE. WALL � ` =j �� 5CREW OFF CAP (3" _ ` W/ DRYWALL SCREW5 HORIZONTAL JAMB5 DO NOT TRANSFER LOAD. THICKNESS 7/0" OVER METAL DIA.) FOR GLEAN-OU1' `� 8" O C, OR 401 Ck DOOR OPENING — CJ- ���-DOOR OPENING � ®-DOOR OPENING - � L-. - LATH. FIRST 2 LAYERS 3/3" THICK. r11r1. EXTEN51or1 FI?oM 1 xTE1zlo� C>R'rIJJALI NAILS -- EACH. 3RD LAYER 1/8" THICK, WALL Y, FAGS- OF BLOCK HALL 15 I I/2" ❑ \ ;`� rRIC'KET AS MAXIMUM EXTENSION FROM - DOOR STOP EXTERIOR u— - - - ' =- EXTERIOR FACE OF BLOCK I WL_ 4 a WALL USP 5PT24 '�' EA. STUD 15 2 1/4" ' a I MOLDING / DOORGARAGE -/1 ❑ 112' EXTERIOR GRADE TO DRAIN ----------- �f - - - - � - -• - ' -- - '- - SHEATHING FASTENED TO _ IST COARSE 2ND COARSE 3RD COARSE TRUSSES WITH ad COMMON WIRE 2 x 6 P,T, �/ MASON 'TO LAY BLOCK AS SHOWN ABOVE. EVERT COARSE MUST BE BONDED TO THE NAILS a 4" O/C BOUNDARIES 6' /�� / BLOCKING PJ O/C EDGE'S 1 a" O/C FIELD COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL A5 SHOWN, 2X4 PT STUDS a 16' O.C. WALL �•LE�\N-(,���lT �`(z) zx4 PT STUDS UNDER r•11P r �)I�� = ' 5GALE: N.T.S. !J C-1A&0NFDY L.4Y(DUT CARRIER/GIRDER TRUSS DOOR TRACK � SCALE: N.T.S. 4 lU/MOIWTIi JG ANGLE - ' NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR U5P HTA20 a EA. STUD REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER---- -- -� - MAIN SPAN INFORMATION FOR INSTALLATION INFOMATION BY M015TURE BARRIER ROOF TRUSSMANUFACTURER.NUFACTURER.- -� -UPLIFT CONNECTOR TYPICAL GARAGE DOOR BUCK (K") a'Xa'X16" K.O. BLOCK W/ 1 #5 _�__/// _ - (SEE SCHEDULE) CONT, AND FILLED W/ GROUT fi`''I�4LI0N =rIl ��I>� --_— �- SCALE: N.T.S. S4 �!I 115 VERT, IN CONC. .FILLED- -- W/ STD, 900 HOOK IN K.U. 5L SCK ALT. T. KNEE�U,��. L AE)(--)VE(r1 ��a��N�`�' WALL JrETA l)_ (U LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 � T (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12. 12PRE-ENGINEERED WOOF TRUSSES a 24' O/C TRU55 BOTTOM CHORD OR 'CAL E: N.T,5, \r, h'NUGK-OUT NOTCH LINTEL WHERE REQUIRED [2,x4 BLOCKING W/ 2-16d TOE SEE ELEV, BLOCK UJ/ (I) �5TYP) UPLIFT CONNECTOR (SEE SCHEDULE) FOR CONCRETE PLaCEMENT AILS a EACH END DOUBLE 2x4 5FF, #2 TOP PLATE 2x S.PF. 5TUD5 o 16" O.C, CRICKET AS REQUIRED Ate\ U5P 5PT24 a EA. STUD 1/2" EXTERIOR GRADE SHEATHING BLOCKING (' "P.) FASTENED TO TRUSSES WITH ad EOMI" ION WIRE NAILS a 4" O/C BOUNDARIES 6" O/C EDGES & a" O/C FIELD DOUIZ�LE 2x TOP PLATE f 7' U 2 ROWS lOd @3" O.C. 14 NAILS TOTAL °°°° 2x TOP PLATE -� `� ��: ) lb -10d NAILS 2-16d NAILS 24' O,C, OR 2x CRIPPLES a 16" O.G. EQUAL TO TRUSS BOTTOM`\\ =%v ° CHORD OR BLOCKING (d ; .� 5/a"DIA. X 12 EPDXIED ATR 2x BLOCKING EACH END W/ IOd /0� �y °\\ �= IU/ MIN, a" O.G. MAX. EMBEDMENT 2x STUD X. 24' a 4' O.G. FROM EACH HEADER G °� • 100 �y 8" OAC }MAX 5/a' W/ 5/a" W.A. W/ -FACE TO BLOCKING S�//�� °\"� 5 1/2° MIN. EMBED= 20501 PROVIDE PAF. NAIL5 OR Ff l\ EQUAL a 12" OC HEADER 2x P.T. PLATE �-•--(2) 2x STAGGERED FROM BOT. ` r PER PLAN T) UPLIFT= 3540" (5YP 12) SEE A/S3 FOR � � � � � a / PLAT TO CONCRETE -T` REINF, INFO / \ a I VARIES 2x BOTTOM PLATE W/ (1) Ipd a a° 314a (SPF) } n O.G. TO EACH HEADER FACE NOTE: \ PLATE LENGTHS MUST BE BOTTOM SPLICE \ �I AT LEAST 8'-D" LONG. TYPICAL OVER STUD ___= _ NOTE5: T`� FIGAL INTE:iR1 F. NC�N= r (FILL LINTEL... ANF-) ALL CEL.L5 Af5OVE LINTEL. 5EAFIN�� �J����1� ��'L\I`IE UJ��I_ � WAL I-I��l�� DEETAIL r7i � -roF FLATS ELIC DET4,IL,� m USP SPT22 '� EA. STUD NOTE: FOR �EAI'f DEETII >22" Pi20V11JE A �1" x H" INSi�ECTION /� ° FORT SCALE: N.T.5. �, SCALE: N -T,5, 1 �IoJI�' I -I �jrl�� N 2x P.T. PLATE 1 c � EACH VERTICAL F-E-5AR 4 DIRECTLY AE30VE THE LINTEL._ SCALE: N.T.5. �!� ��• •--•-- /ROOF TRUSS _ SCALE- NT5 50 x 10" "J' BOLT a 24' O/c MAX VERIFY THAT ALL 2EINF0RGE11ENr HA5 FDF=NPL AcD - F= 2240 LBS W/ a' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) PROPERL'r. --------�--�------ �- aMOISTURE BARRIER 'Xa"XI6" K.O. BLOCK W/ 1 15 O _ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, USP USP �r \\\ AND FILLED SOLID W/GROUT C� OPENING 5 LE55 THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT 1 "5 VERT. IN CONC, FILLED CELL - REQUIRE ADDITIONAL STEEL REINFORCENENT UNLE55 NOTED ON W/ STD. 90` HOOK IN K.O. BLOCK FLOOR PLAN. _ KNEE WALL A'>3OVE 1�'(A�ONR uJALL DETAIL F TYPICAL FILLECD LINTEL 455EM5LY SCALE: N3.5. &Z4 SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS ; 5TUD5 REQ. AT OPENINGS OPENING 2' x 4' WALL 2' x 6' WALL STRAPS JACKS 5TUD5 JACKS STUDS 517E (U.N.O. ON PLAN) Ln EA END EA END EA END EA END 1' - 4' (1) -71"11° (U 5T17. 9CZY HOOK LINTEL 13rAM W/ (U 05 CONT. IN OFFNING43 TREATER THAN 6'-0' UJlpl" (U.N,O. ON PL AN OFTE Nii`d� - FILLED C1=LL W/ (1) '"a VERTICAL— SEE- F= )N. PLAN FOR LOCATION (1) USP LSTA36 4' - 9' (2) (3) (2) - u (1) U5P L5TA30 9' -16' (3) (3) (2) (3) -- - INTO TRAN50N -- \\-IO TRANSOM FRAM wG 0 CD DOUIZ�LE 2x TOP PLATE f 7' U 2 ROWS lOd @3" O.C. 14 NAILS TOTAL °°°° 2x TOP PLATE -� `� ��: ) lb -10d NAILS 2-16d NAILS 24' O,C, OR 2x CRIPPLES a 16" O.G. EQUAL TO TRUSS BOTTOM`\\ =%v ° CHORD OR BLOCKING (d ; .� 5/a"DIA. X 12 EPDXIED ATR 2x BLOCKING EACH END W/ IOd /0� �y °\\ �= IU/ MIN, a" O.G. MAX. EMBEDMENT 2x STUD X. 24' a 4' O.G. FROM EACH HEADER G °� • 100 �y 8" OAC }MAX 5/a' W/ 5/a" W.A. W/ -FACE TO BLOCKING S�//�� °\"� 5 1/2° MIN. EMBED= 20501 PROVIDE PAF. NAIL5 OR Ff l\ EQUAL a 12" OC HEADER 2x P.T. PLATE �-•--(2) 2x STAGGERED FROM BOT. ` r PER PLAN T) UPLIFT= 3540" (5YP 12) SEE A/S3 FOR � � � � � a / PLAT TO CONCRETE -T` REINF, INFO / \ a I VARIES 2x BOTTOM PLATE W/ (1) Ipd a a° 314a (SPF) } n O.G. TO EACH HEADER FACE NOTE: \ PLATE LENGTHS MUST BE BOTTOM SPLICE \ �I AT LEAST 8'-D" LONG. TYPICAL OVER STUD ___= _ NOTE5: T`� FIGAL INTE:iR1 F. NC�N= r (FILL LINTEL... ANF-) ALL CEL.L5 Af5OVE LINTEL. 5EAFIN�� �J����1� ��'L\I`IE UJ��I_ � WAL I-I��l�� DEETAIL r7i � -roF FLATS ELIC DET4,IL,� m USP SPT22 '� EA. STUD NOTE: FOR �EAI'f DEETII >22" Pi20V11JE A �1" x H" INSi�ECTION /� ° FORT SCALE: N.T.5. �, SCALE: N -T,5, 1 �IoJI�' I -I �jrl�� N 2x P.T. PLATE 1 c � EACH VERTICAL F-E-5AR 4 DIRECTLY AE30VE THE LINTEL._ SCALE: N.T.5. �!� ��• •--•-- /ROOF TRUSS _ SCALE- NT5 50 x 10" "J' BOLT a 24' O/c MAX VERIFY THAT ALL 2EINF0RGE11ENr HA5 FDF=NPL AcD - F= 2240 LBS W/ a' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) PROPERL'r. --------�--�------ �- aMOISTURE BARRIER 'Xa"XI6" K.O. BLOCK W/ 1 15 O _ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, USP USP �r \\\ AND FILLED SOLID W/GROUT C� OPENING 5 LE55 THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT 1 "5 VERT. IN CONC, FILLED CELL - REQUIRE ADDITIONAL STEEL REINFORCENENT UNLE55 NOTED ON W/ STD. 90` HOOK IN K.O. BLOCK FLOOR PLAN. _ KNEE WALL A'>3OVE 1�'(A�ONR uJALL DETAIL F TYPICAL FILLECD LINTEL 455EM5LY SCALE: N3.5. &Z4 SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS ; 5TUD5 REQ. AT OPENINGS OPENING 2' x 4' WALL 2' x 6' WALL STRAPS JACKS 5TUD5 JACKS STUDS 517E (U.N.O. ON PLAN) Ln EA END EA END EA END EA END 1' - 4' (1) (2) (U (2) _ (1) USP LSTA36 4' - 9' (2) (3) (2) (2) (1) U5P L5TA30 9' -16' (3) (3) (2) (3) (2) USP LSTA30 U5P SPT;• SPT24-1 USP 5PT4 5PT24 1 -USP 5PT4 • I 2X 5TUD5 a 24' O.C, 50x10' "J" BOLT a 24' O.G. MAX, MIN- (2) PER I BOTTOM PLATE FORM CONCRETE INET TO SEE GTION 2X -11. WIDTH Ur OPENING VARIES 4" CREATE A SOLID BASE FOR BLOCK CONNECTION: SEE PLAN PLATE WALL ABOVE. 1/2"X9 1/2" PLYWOOD SEE FLOOR PLAN NOTES SCRAP MATERIAL \IV FOR REQUIRED USP SPT4 r CONNECTION 0F�/N1)r1 2-ROW512d NAILS /STAGGERED a) 12" O/C EACH 4-4 FACE • \ \\ FACE OR 3 -ROWS 1201 NAILS - MOUNTING BASE NOT FORM CREATES CONCRETE RECESS TO SHOWN FOR CLARITY _ MOUNTING BASE SHOWN \-RECEIVE GARAGE DOOR AND TO ALLOT/ \ STAGGERED a I2'' O/G FOR r r -- -_ -^ IN POSITION 2x4 NOM. E _SEE DETAIL BELOW ( ) FOR WATER SHED. �. 2x10° OR GREATER HEADER SEAT FOR BLOCK IS 2x CRIPPLES r - 16' O.C. W/ (2) `� \ ROOF TRU55 ABOVE -2X TOP PLATE 2X BLOCKING OVERLAPPING a ` d NAILS a G,' TOE NAIL EA. BLOCKING �2Xa WALL ABOVE r' ENTRY �K.O, BLOCK W/(I) BOLT5 a 24' OG. CONT. 4 AX FIL LED 5/0.XIO" J -BOLTS 2X P,T, PLATE a 2'-0" ac, --' i 1A50NRY WALL 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM �IDEj ENOUGH ` \>� 1 \l POURED IN PLACE CONCRETE / � S 12d TOENAILS " C TO ALLOW SPACE FOR FLAT MASONS TOOLS T/B �\ \ 5/a x10' J BOLT a 24" OC. MAX. CD GARAGE FLOOR SLAB �� 4/ � j/ 8x8x1 F� C.M.U. USE (MIN. (2) PER BOTTOM PLATE) TROWEL FINISH r SEE GENERAL NO -FES <. �• Cr C / (THIS I::a A RECOi✓IENUATION FOR CONSTRUCTION OF THIS FORM. ANY 1 U51� oPT4 5fi'�r24 ---USP 5PT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END (2) 2x HEADER SEE PLAN ----I SLOPE FORWARCi-� ���Z�� y % PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) �q - 10d NAILS a 6' O.C. FOR DRAINAGE \<``�`�`-\<`�- � �` � IOd NAIL5 a INTERIOR HEADER �� Z IO�.L NAILS a 4" 1� \� GARAGE FLOOR (I) 7_x SILL PLATE W/ (2) � �.- �A�AC>E ENTf�.T ;vO1t'M DETAIL a' O/GTYP. BOX - ;:..../ \\ STAGEERED �_�,� \` .�` . tTtultu tt ,.:, . 's •. _ -- _ � HEADER I'ld TOENAILS. � - IOR =- TRANSOM FRAMING <' SCALE: N:i.S. DOUBLE 2x EXTER HEAD RS _ �` o a ONLY (1) 2x SILL PLATE W/ (2) - CRIPPLE STUD �- -- \ NAILED INTO GARAGE DOOR - -TRACK MOUNTING BRACKET TYPICAL �- I2d TOENAILS. OPENING \�\ TRAN50M MOUNTING ASE DETAI� --� r---_ LARGER THAN 4 it (2) 2x \\ \ FRAMING -'� _w PLYWOOD rr r` l U N.OJ Y� :SILL PLATE W/ MP3 \\ o SHEATHING 11\ `I1 ° f -~ C� \ TRANSOM FRAMING \�� �I l 5GA1_E: N.T.•�. GARAGE DOOR ROLLER ( GARAGE DOOR TRACK CLIPS E,4GlI SIDE �� \� t-1TWOOD FASTENED TO TRUSSES _- SEE SECTION AA/51 AND \ c �� WITH 06 COMMON WIRE NAIL5 a 4 SEE PLAN FOR FOOTING CONNECTION A�aEP�IBLY ;`;::::`::::::::::: \ .�� 68/51 FOR ADDITIONAL � O/C SOUNDABLE) 6' O/C EDGES DIMENSIONS " y.`,;`:.:': _ c STUDS TYP. �\ B TRAVEL DIRECTION OF ~;' DETAILS \ a a" O/C FIELD -� GARAGE DOOR '=_ -/--\ JoP HTT16 Tl'P. U.N.O. \\ U5 — GTARAC3E ENTRY FINI5NED MA�ON�Y DETAIL � -_ _ :: SEE N/54 � P —PLYWOOD --- O -U�Tp 5PT22 SHEATHING /J �.- 5G4L E: N.T.S.PLATE -P.T. BUT, PATE - RECESS - USP l.i.s MA IONR( WALL OW— o g/S IO' J -BOLTS 24° O.C,USP 11N, (2) PER BOTTOMLINTEL PT4 MAX, 1 PLATE)HOLD DOWN CONNECTIONS �- - AL1'FRNAT --- NOT REQUIRED a BEARING - BOTTOM OF MOUNTING BASE WALLS WITHOUT UPLIFT / 5/S" DIA. ATR EPDXI=p BLOC EJ CONCRETE BASE FOR TO BE 2" ABOVE FINISHED —�- s 2Xa P.T, BOTTOf f I' TIN. 6" INTO BOND BEAM BLOCK WALL. RECESSED GARAGE FLOOR. �� PLATE '� 24' OC, AND SPACE FOR GARAGE DOOR THJIS DRAWING-ATER FORWARD WALL HEADER DETAIL C ---CA - -- FFAMINCr IDE AJL5 ENTFY IAF --',TIAL _ INTERIOR ELEVATION N, " : �. _�/ — SCALE: N,T �. jL�. 5/a XIO" J BOLTS a 24 O.C. MAX. SCALE: N.T,S, � SCALE: N.T.5. (MIN. (2) PER BOTTOM PLATE) SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.6459698 www.donscoengineeNng.com a 0 0 Ln Lu oU� �oo � MIN O L-Lj 0o -NAILED aV) a CC) \\\ INTO TRAN50N -- \\-IO TRANSOM FRAM wG 0 CD FRAMING tD _ 5_T SEE SECTION AA/SI \\\ � o Ly ry Z AND E3 -F' FOR n Z p- TO THE BEST OF [HE ENGINEER'S ADDITIONAL DETAILS \; PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING'LUU9 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSEO (INTERNAL PRESSURE COEFHC'IENT=3U.ISj WIND ZONE IFAS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS ACIER THE DATE IT IS SIGNED AND SCALLD. SIGNED AND SEALED FOR THE STRUCTURAL PORTION � 2011 LENNAR CORP. -THIS PLAPIMAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN USP SPT22 REGE.35 PROPERTY OF DANSCO ENGINEERING, LLC AND THE U5P 5PT4 USP 5PT4 REVISION: DATE j M LINTEL I.UU 2W7 FUC UPDATES & REV14EU DETAIL, c/53, CC/53 & K/53 FOR WALL OFF SET 2" FROM STEP 10-20-09 1.01 REVI.SEDDETAIL K/53 08.3.1.10 I.U2 G140STEEL 10.19.10 1.03 UPDATE DETAIL K/S4 \2X13 P.T. BOTTOM PLATE ROOF TRU55 ABOVE -2X TOP PLATE 2X BLOCKING OVERLAPPING a ` d NAILS a G,' TOE NAIL EA. BLOCKING �2Xa WALL ABOVE r' ENTRY �K.O, BLOCK W/(I) BOLT5 a 24' OG. CONT. 4 AX FIL LED 5/0.XIO" J -BOLTS 2X P,T, PLATE a 2'-0" ac, --' i 1A50NRY WALL 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM �IDEj ENOUGH ` \>� 1 \l POURED IN PLACE CONCRETE / � S 12d TOENAILS " C TO ALLOW SPACE FOR FLAT MASONS TOOLS T/B �\ \ 5/a x10' J BOLT a 24" OC. MAX. CD GARAGE FLOOR SLAB �� 4/ � j/ 8x8x1 F� C.M.U. USE (MIN. (2) PER BOTTOM PLATE) TROWEL FINISH r SEE GENERAL NO -FES <. �• Cr C / (THIS I::a A RECOi✓IENUATION FOR CONSTRUCTION OF THIS FORM. ANY 1 U51� oPT4 5fi'�r24 ---USP 5PT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END (2) 2x HEADER SEE PLAN ----I SLOPE FORWARCi-� ���Z�� y % PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) �q - 10d NAILS a 6' O.C. FOR DRAINAGE \<``�`�`-\<`�- � �` � IOd NAIL5 a INTERIOR HEADER �� Z IO�.L NAILS a 4" 1� \� GARAGE FLOOR (I) 7_x SILL PLATE W/ (2) � �.- �A�AC>E ENTf�.T ;vO1t'M DETAIL a' O/GTYP. BOX - ;:..../ \\ STAGEERED �_�,� \` .�` . tTtultu tt ,.:, . 's •. _ -- _ � HEADER I'ld TOENAILS. � - IOR =- TRANSOM FRAMING <' SCALE: N:i.S. DOUBLE 2x EXTER HEAD RS _ �` o a ONLY (1) 2x SILL PLATE W/ (2) - CRIPPLE STUD �- -- \ NAILED INTO GARAGE DOOR - -TRACK MOUNTING BRACKET TYPICAL �- I2d TOENAILS. OPENING \�\ TRAN50M MOUNTING ASE DETAI� --� r---_ LARGER THAN 4 it (2) 2x \\ \ FRAMING -'� _w PLYWOOD rr r` l U N.OJ Y� :SILL PLATE W/ MP3 \\ o SHEATHING 11\ `I1 ° f -~ C� \ TRANSOM FRAMING \�� �I l 5GA1_E: N.T.•�. GARAGE DOOR ROLLER ( GARAGE DOOR TRACK CLIPS E,4GlI SIDE �� \� t-1TWOOD FASTENED TO TRUSSES _- SEE SECTION AA/51 AND \ c �� WITH 06 COMMON WIRE NAIL5 a 4 SEE PLAN FOR FOOTING CONNECTION A�aEP�IBLY ;`;::::`::::::::::: \ .�� 68/51 FOR ADDITIONAL � O/C SOUNDABLE) 6' O/C EDGES DIMENSIONS " y.`,;`:.:': _ c STUDS TYP. �\ B TRAVEL DIRECTION OF ~;' DETAILS \ a a" O/C FIELD -� GARAGE DOOR '=_ -/--\ JoP HTT16 Tl'P. U.N.O. \\ U5 — GTARAC3E ENTRY FINI5NED MA�ON�Y DETAIL � -_ _ :: SEE N/54 � P —PLYWOOD --- O -U�Tp 5PT22 SHEATHING /J �.- 5G4L E: N.T.S.PLATE -P.T. BUT, PATE - RECESS - USP l.i.s MA IONR( WALL OW— o g/S IO' J -BOLTS 24° O.C,USP 11N, (2) PER BOTTOMLINTEL PT4 MAX, 1 PLATE)HOLD DOWN CONNECTIONS �- - AL1'FRNAT --- NOT REQUIRED a BEARING - BOTTOM OF MOUNTING BASE WALLS WITHOUT UPLIFT / 5/S" DIA. ATR EPDXI=p BLOC EJ CONCRETE BASE FOR TO BE 2" ABOVE FINISHED —�- s 2Xa P.T, BOTTOf f I' TIN. 6" INTO BOND BEAM BLOCK WALL. RECESSED GARAGE FLOOR. �� PLATE '� 24' OC, AND SPACE FOR GARAGE DOOR THJIS DRAWING-ATER FORWARD WALL HEADER DETAIL C ---CA - -- FFAMINCr IDE AJL5 ENTFY IAF --',TIAL _ INTERIOR ELEVATION N, " : �. _�/ — SCALE: N,T �. jL�. 5/a XIO" J BOLTS a 24 O.C. MAX. SCALE: N.T,S, � SCALE: N.T.5. (MIN. (2) PER BOTTOM PLATE) SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.6459698 www.donscoengineeNng.com a 0 0 Ln Lu oU� �oo � MIN O L-Lj 0o aV) a CC) z E Lu ui z 0 CD tD Fes- —V) � o Ly ry Z O n Z p- TO THE BEST OF [HE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING'LUU9 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSEO (INTERNAL PRESSURE COEFHC'IENT=3U.ISj WIND ZONE IFAS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS ACIER THE DATE IT IS SIGNED AND SCALLD. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OP THIS DRAWING ONLY. 2011 LENNAR CORP. -THIS PLAPIMAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201 I-1HESE DRAWINGS AND DESIGNS ARE THE .IOINI PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIUITCD. REVISION: DATE DESCRIPTION 02-03-09 I.UU 2W7 FUC UPDATES & REV14EU DETAIL, c/53, CC/53 & K/53 FOR WALL OFF SET 2" FROM STEP 10-20-09 1.01 REVI.SEDDETAIL K/53 08.3.1.10 I.U2 G140STEEL 10.19.10 1.03 UPDATE DETAIL K/S4 VERSION NO, 1.03 /10.19,10 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, ( P.E. #60122 m IRWIN J. BENSON, P,E. #49758 E] MIKE RICHMOND, P.E. #59107 ENGINEER SEAL: SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02,03.09 DRAWN BY: DZ REVIEWED BY: TH S4 SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) I(od NAILS 2x4 "T" TF:3LOCKING - SCHEDULE FOR SHEATHING DETAIL BAGKNAIL W/ (2) 166 NAILS 2x4 5LOCKING; 2"x4" OUTLOOKER SEE STRUCTURAL NOTES- BACKNAIL W/ ('l) I(d NAILS SEE STRUCTURAL NOTES- 24' O,C, AND NAILING SCHEDULE AND NAILING SCHEDULE '@ 401' O� i OP CORP FOR SHEATHING DETAIL USP RT16 OR EQUAL a 2x4 OUTLOOKER a 24 LOCKING FOR EA. OUTLOOKER 2'x4" FOR SHEATHING DETAIL O.C. (OPTIONAL - SEE I I 5r�ACE - _� I Tod NAIL 5FACE REFER TO SECTION % '�- OUTLOOKER ELEVATIONS) BACKNAIL W/ 2x4 OUTLOOKER ATTACI4ED UJ/ �-- _ / IA ON SHEET 55.1 w 24" O/C - (2) G ` �'� - FOP, �C BRACING, IRST FOUR 5" " _. 24" O.G, o' -� -_ SEE STRUCTURAL --- OW5 OF 24 MAX. ��.---rte- � lid NAILS1>�Jd NAILS � 4 BUSSES U5P RTI( OR TOP CORD �� 45± -2X4 CONT"L' BRACE TOP CORD BLOCKING - USP RTI6> OR EQUAL � NOTES AND NAILING -`� TOP CORD O,G, TYRICAL AND TOP CHORD FASTENED W/ (2) 10d FOR FIRST FOUR ROWS _ 24' MAX_ EA. OUTLOOKER SCHEDULE FOR - BLOCKING FOR BLOCKING DGES OF 2x4 CR055 BRACE EQUAL v EA, BLOCKING FOR \� _ SHEATHING DETAIL U5P RTI( OR — FIRST FOUR ROW5 c INFORMATION NEATHING APPROX, a" FROM �.. I FIRST FOUR ROWS OF 3" 24" OIC. CMIP OF TRU55E5 EDGE5 r AGLI : TRUa, IJJ>✓� / OUTLOOKER \ 01 HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE EQUAL EA. OF TRUSSES 1 I r- I TYPICAL RIDGE FASTENED AT I TRU55E5 EDGES `� 2"x=1" GROSS BRAGS- OUTLOOKER 4' Max. EDGES OF °� �� 5RACIN(� D TAI - WOOD TRU55E5 "L" BRACE TO EXrENLl 1 2x8 5YP 2 "L" BRACE TO �x4 GR055 BRACE APPROX. EACH JOINT W/ (2) 10d o OF SHEATHING TYP. 2X4 KICKER'S /- APPROX. a' FROM -�-/-SHEATHING'� " " --- -- nr USP HGAM10 W/ (4� AT LEAST 90% OF WEB EXTEND � L EAST 90 % ' � T'rP. � 4 (2)104 TOE NAILS a � 3'-0" OIC. i� USP 8 FROM RIDGE FASTENED AT.GALE: P (.T.S. �✓ 3/I( xl-3/4 IUEDGE \ l LENGTH (SEE TABI-E) �• OF WEB LENGTHS RIDGE FASTENED AT °L" BRACE TO EXTEND -- ----- - ---- r EA. ENP 2x4 GROSS BRACE - \ 5PT4 EA. EACH JOINT W/ (2) 10d 4 (2) - BPLTS S (4) SPS ,\ 2x4 RAT RUN 1 r) EACH JOINT W/ (2) AT LEAST 90io OF WEB ?_x4 T' 3LOCKINCx - nn „ 2x6 P.T. GABLE TRU55 APPROX. a" FROM NOTCH a E30TTOM STUD 10d TOE NAIL5 @ EA. END V 1/4 x 1 1/2 SCREWS / > �, BRACING AT 24" BUSS VERT. WEE3 I I I I " \ I CHORD (5EE TABLE) 10d s (2) IOd TOE I LENGTH (SEE TABLE) 2x4 �LUGKINr--� ��_ SILL 1/2 CDX PL YWOOD OR RIDGE FASTENED AT 2X6 FRAMED WALL - SEE NAIL5 q EA. -N �, O.G. ON TOP OF PACED Q 48 O/C MAX I - I \ � k P � GABLE TRUSS � `��' O.C.OG` 106 N� II / EACH JOINT lU/ (Z) l SP RT3A WITH a -ad 05B SHEATHING � � WALL SECTION FOR SPACING ` -�., I i BOTT. CHORD 10d 4 (2)10d TOE - FROM LEDGER TP ' � 2x4 }�AN1=L BLOGf<ING I 1/_' CDX PLYWOOD OR "L" 5R A( -_F - FOR 4 TRUSS x4 PANEL BLOCKING 48 O,C, FOR THE FIRST ATTACHED W/ 10ci `•'� _`f; I K \ �� " \ " NAILS EA. ENP ------ BLOCKING \ V2" CDX PLYWOOD OR 1/I6" 4?' Ol - FOR THE -�, -(/I(" 056 SHEATHING ATTAGI-1EU UJ/ -0 OF END WALL FROM EA. END TYP. BOTTOM NAILS ( O,C, EDGES -� - I / SPANS ATTACHED �GYP5UI-1 WALL BOARD 056 SHEATHING ATTACHED FIRST (4) ROWS OF . \ ATTACHED W/ 10d NAIL5 10d NAILS '� 4" \� _l_l_ W/ 2 - 16d AT EA. ORD ATTACHED W/ (2) 16-d TOENAILS AND 12 O.C. FIELD 1 I -GABLE TRU5•� W/ 106 NAILS a 6" O.C.EDGES i (" Or. EDGES AND 12° O (, TYPICAL Il TRU55 JOINT _ 2"x4" PANEL BLOCKING w 40" O(_'. FOR THE FIRST TRU55Ea FROM ._A 10d�C3" 3" O/C I -I/2 CDX PLYWOOD OR AND 12' O.C. FIELD �� O.G. FIELD THROUGH CHORD (4) ROWS OF TRU55E5 FROM EA. ENP TYP. 1/16" 05a SHEATHING -- END TYP. TOPS � � � " BOTTOM CORD ATTACHED W/ (2.) I( -d TOENAILS � - � - '-(2) 166 NAIL5 BOTTOM ATTACHED � I (2) lad NAILS �A81LE � - - - " INTO _"x6 P.T. PLATE ATTACHED W/ 106 .\ C 2x4 BLOCKING a 24 2x4 PANEL BLOCKING 48" -2x4 BLOCKING Wl l2) 16-d TOENAILS �. 2x4 T ON TOG' OF PANEL JIN��I .AKIN DETAIL x4 "T° ON TOP OF PANEL 6LOCKINC�, 1. l"x4" LEDGER (MATCH BOTTOM CHORD NAIL5 (" O.G. EDGES +� _______ �____. __ WEEP SCREED r " O/C W/ 2 - 166 ASTEN WITH 10dx3" a 4" O/C SLOPE OF ADJACENT SCISSOR TRUSS) n D.G. FOR THE FIRST (4) ROWS \ BLOCKINCs, FASTEN WITH 5/a OR 1/2 HIGH Sl•RENGTH IN ED PER 1 IANUF, y AND 12" O.G. FIELD F " SCALE: N.T.S. �a >_ I TOENAILS a EA. END °"x6" P.T. SILL �' OF TRU55E5 FROM EA, END 2x4 °T" ON TOP OF PANEL - 106x3 4 OlG G_I�INCi BOARD PER CODE /a OR 1/2 CEILING DENSE GYPSUM WALL BOARD FASTENED Y NOTCH "L" BRACE HERE 5/8 OR 1/2 HIGH 5TRENGTH-I CEILING BOARD --� DIAPHRAGM UJ/ 13/8" DRYWALL NAILS 0R MOISTURE BAFIRIER TYP. TOP S BOTTOM .ATTACHED BLOCKING, FASTEN WITH C USP HGA10 �a - 'r u MASONRY WALL WITH ad COOLER NAILS ORI 1/4" LONG DRYWALL .SCREWS 5/3" x 10" "J" BOLT 48" O.G. PER CODE FASTENED WITH ac! COOLER NAIL5 ?o BI-OCKING � 7 WEEP SCREED W/ (2) 16-6 TOENAILS 106x3" � 4" O/C DRYWALL CREWS 1 D/G COMPLYING WITH A5TM C1002 FOR FIR5T 8'-0" FROM END WALL USP HT420 OR EQ. a 6'-0' O.C. TYPICAL. � OR 1 1/4" LONG DRYWALL SCREWS COMPLYING O.C. " _ 1 INSTAL -LED PER MANUF. 43' O/C CEILING 4 8 O/C WALLS -ARCHITECTURAL FINISH o 4" O/C TYPICAL U5P HTA20 @ EA, TRU55 c 5/8' OR 1/2" HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WITH ASTM C1002 FOR FIR5T 8'-0° FROM END DBL . TOP GABL E TRUSS AL TERNATE USP L STAIS STR.AIGH-IT STRAP 4 0" MOISTURE BARRIER STUD (WALL -- - 5/8'x 10' "J' BOLT ,v 32" O.C. MINIMUM 6" FROM VERT. WEB (24' O/C MAX.) O/C ALIGNED WITH GABLE WEB. ATTACH -r0 TRU55 CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT WALL 0 4° 0/C T'rPICAL PI ATE � _ � = - TRU55 VERTICAL PLATE SPLICES W/ 3/16"x2"� PLATE WASHER W11 -106A 1/2" AND TO MA50NRY W/ (3) 3/16"x 2 1/4" FA5TENEDWITH Sd COOLER NAILS (SEE TYP. SEG.) - TRU55) U5P 5PT24 o EACH 5TUD E � r. WALL L NN. NON -LOAD ORI 1/4 LONG DRYWALL SCREWS J� ��- -\ TLIPCONS. - �- (A 2x8" "L° BRAGS a� \1 j NOTE: I� EMBEDDED � _ � � � ,, \ '', f � COMPLYING WITH ASTM 01002 FOR c �, ,.-- ��_ FASTENED WITH (3) Sl T I �� STRAP MISSED VERTICAL 1_:' T I � � FIRST 8'-©" FROM END WALL a 4" `�E�T I G)N / '5EC� -F 101 � � I(d PER SIDE EAR�NG L O� /\TI()N WEB± L15E SIMPSON - SCALE.- N.T.S. M5TAh13( ON OUTSIDE SCALE: N.T.S. O/C TYPICAL SCALE: N.T.S, SCALE: N.T.5. � � >° II II , r 5EE TYP. WAl-1_ SECTION FOR SCALE: 3/4' = I'-0' 5C -1550R GA L � T �I�.��I ( - ADDITIONAL INFORMATION, AS PER HIES 91 SCALE: N.T.S. 20'_0" MAX 20'-0" MAX 2 x 4 BLOCKING W/(2) 106 "iC° E�RArE 5EE DET. J/•a�- GONTINUGUS BOTTOM�GHOI?D STAGING 2X4 MIN, WOOD TRU55E5 TOE NAILS a EACH END 24" O/C (TYP) { 2X4 STICK LUMBER \ 24" O.0 MAX IN LINE WITH JACKS (2) (2) 166 COMMON NAILS I, h IZI' (see detail in eng pock for grade) "/ `• or 0.128'" x 3" GUN NAILS '� Cl A " - BRACING W/(3) 10d x 3° (2) 2 x 4' LAMINATIONS W/ (1) ROU) (3) 2 x 4 LAMINATIONS W/ (I) ROW (3) 2 x 6 LAMINATIONS IW/ (2) R01L15 a EACH CONN. a 24° OIC OF STAGGERED Lod COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE ! o I \ (P = 0.14? , L = 3) OR EQUAL (D = 0201 , L = I/2) OR EQUAL NA (D = 0.201', L = 4 lit°) OR 051 HGA,�110 W/l4)-3/i('xl-3/4" MOISTURE BARRIER EQUAL WEDGE BOLTS •g (4) 5D5 I/4° NOTES: x 1 1/2" SCREWS ----- C_ - 1) ADJACENT NAILS ARE DRIVEN FROM OPP051TE 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 5 1/2' LAC, SCREWS OR EQUAL -BOND BEAM SIDES OF THE COLUMN (SPACE A5 SHOWN FOR 3 -PLT') DROPPED FLAT TOPS OF' --MASONRY WALL HIPS FOR FRAMING 5) FOR r, PLY PROVIDE I/4" SIA x 1" LAG "r'P--11J5 OP EQUAL (GIRDEr� NO -r DROPPED Z:r— ,� t1 Z� 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE - S- ) THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) -ARCHITECTURAL FINISH NOTE: 1) 5EE TRU55 MANUFACTURER'S TRU55 ENGINEERING /TOP S BOTTOM CHORD 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO ND5 SECTION 15.3 FOR ADDITIONAL INFORMATION CUT SHEETS FOR ADDITIONAL PERMANENT PRAGING r _xABLE END l3RAGING o THAT MY 5E REOIJIRED 4'-0' O.G. MAX, FOR OFCOMMON NAIL5. (SNE INTO EACH OUTSIDE FACE 2) 'T' DR AGINri MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRU55E5 OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) Fi! r. WALL CONN. 6) NON - LO AID BRACING --i PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB, TYPICAL NAILING 5CHE .IL ES FOR BUILT -LIP r,-OLUr--INS �EA�IN� I�C��3TIC)N (UNEVEN C�L<�.) � DOI� �IIF DETAIL REOI�Ir�ED r-IINIrIui�i F�=Rr-IAN> Nr r�u5s 13fi�AGING P>,4N � L SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: A5 PERBGSI I-03 SCALE: N.T.S. Jr� ADDITIONAL INFORMATION. �- e, �.--SC1550R TRUSS 2'x4' OUTLOOKER ^ 24" MINIMUM 2x ' O.C. W/ (2) 10d PER JOINT CRO55 BRACING USP RT -16 (5EE PLAN FOR LOCATION5) \10d6x3' O/C 2x4 \ (2) 16d PER TOENAIL 0 ' 0/G RUNNERS JOINT W/ (2) 16d TYPICAL NAILS 1 12" MAX. I E 0, U I R F 1`1ME: I °4, T 5 STUD NO SPACING 'L" BRACE (1) 2'x4' (UN.O.) 'L' BRACE 2'x(" 'L' BRACE 24' 0'0" - 3'-0° 3'-0' - 6'-0" 6'-0' 4 GREATER CI550R GA5LE o (1) 211x8° #2 5.F.I-, �D EACH VElUICAL AND (2) 211x8° FULL HEIGHT �@ DIAFP 4FAC3M 5 OCKINl 8 - k 0 0 ----.-..- _- w ty- ✓�(,� U) T -i m Q ILI ti �0LLT z � (n ru S ' z E LU Lu 3: ;L11 :f z 0 0 w 1�— L ij t j Lu z �E0 V) r— 0 W c Z Q 0 U ZL 0- � � TO THE BEST OF IHE ENGINEER'S KNOWLEDGE.AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITFI 2007 FLORIDA RESIDENTIAL BUILDING CODE u R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C•" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =10.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MOMHS AFTER THE DATE It IS SIGNLD AND SCALCU. SIGNLD AND SEALED FOR THE STRLICIURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP: I HIS PLAN MAY NOT ti[ REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201 I•IHESE DRAWINGS AND DCSIGF+,S ARC IHC JOIN( PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUGIION OR UNAUTHORIZED USE IS PRO111171ICD. r DATE DESCRIPTION CI Q L DETAILS C/5:3, CC/S38. K/53 FOR WALL OFF SET 2" FROM STEP 10-20-09 1.01 REVISED DETAIL K/53 08.31.10 _1 ISI J Lu r 10.17.10 1,03 UPDATEDETAILK S4 VERSION NO. 1.03 /10.19. 10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 I-HUY H. HUYNH, % P.E. #60122 IRWIN J. BENSON, P.E. #49758 [I MIKE RICHMOND, P.E. #5910/ ENGINEER SEAL: YJ L SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SKEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 _1 REVIEWED BY: TH S5 T.— _�[ Z:r— ,� t1 Z� 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE - S- ) THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) -ARCHITECTURAL FINISH NOTE: 1) 5EE TRU55 MANUFACTURER'S TRU55 ENGINEERING /TOP S BOTTOM CHORD 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO ND5 SECTION 15.3 FOR ADDITIONAL INFORMATION CUT SHEETS FOR ADDITIONAL PERMANENT PRAGING r _xABLE END l3RAGING o THAT MY 5E REOIJIRED 4'-0' O.G. MAX, FOR OFCOMMON NAIL5. (SNE INTO EACH OUTSIDE FACE 2) 'T' DR AGINri MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRU55E5 OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) Fi! r. WALL CONN. 6) NON - LO AID BRACING --i PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB, TYPICAL NAILING 5CHE .IL ES FOR BUILT -LIP r,-OLUr--INS �EA�IN� I�C��3TIC)N (UNEVEN C�L<�.) � DOI� �IIF DETAIL REOI�Ir�ED r-IINIrIui�i F�=Rr-IAN> Nr r�u5s 13fi�AGING P>,4N � L SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: A5 PERBGSI I-03 SCALE: N.T.S. Jr� ADDITIONAL INFORMATION. �- e, �.--SC1550R TRUSS 2'x4' OUTLOOKER ^ 24" MINIMUM 2x ' O.C. W/ (2) 10d PER JOINT CRO55 BRACING USP RT -16 (5EE PLAN FOR LOCATION5) \10d6x3' O/C 2x4 \ (2) 16d PER TOENAIL 0 ' 0/G RUNNERS JOINT W/ (2) 16d TYPICAL NAILS 1 12" MAX. I E 0, U I R F 1`1ME: I °4, T 5 STUD NO SPACING 'L" BRACE (1) 2'x4' (UN.O.) 'L' BRACE 2'x(" 'L' BRACE 24' 0'0" - 3'-0° 3'-0' - 6'-0" 6'-0' 4 GREATER CI550R GA5LE o (1) 211x8° #2 5.F.I-, �D EACH VElUICAL AND (2) 211x8° FULL HEIGHT �@ DIAFP 4FAC3M 5 OCKINl 12 6.9 MAX.FIR OVERL,QR TRUSS 5fzACING WO -ENGINEERED AT LEAST TWO TRUSS SPACES 6 ° OVERLAP I WOOD TRU55E5 �, /-� �� 2X4 BRACING a 48" O.C. CONTINUOUS -- _ TO FIXED LOCATION ATTACHED W/ 2-10d a EA. TRU55 (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BPTTON CORD) I COl IOU5 BOTTOM CORD BRACING 2'x4' MIN. NOTE: MINIMUM (2) I(d PER JOINT -1'11i 1!MUM 2x4 TRU55 E3f'ACING ~ �` ALTERNATE NON -PROP 1) "L" BRAGS MUST EXTEND AT LEA5T 130% OF WEB LENGTH EXCEPT, SG1550R GAE31LE WHICH REQUIRE5 PRAGE TO FXTEND FULL I-EIG;NT OF (2;45L E. ' �' �--- -- _J CROSS E3F;4GIN� �ET;41L GAE3LE END DETAIL- - 2) °L" BRACE: TO BE F45TENED TO CaACLE 5TUD UJITH 100x3" NAIL5 � 4° O/C, T '. 155 PRAC- INA 0VER-�tLAF DETAIL / �41 _ COSMr=TI(-- DROP CEILING FRAMING SCALE: N.T.5. �y, SCALE: N.T,5. '- -J K I SS OR TRIU55 SCALE: N.T.5. (� �?I � W1 IDROF) CEILING Br,)ACiNG; DETAIL MEAN WALL ;-;;=1GI-4T UP "r0 30'-0" - SCALE: NT5 I GABLE TRU55 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION S5 � 55 -- •,� "L" BRACE W/ 10d 4' O.C. I2 ' (5EE SCHEDULE FOR SIZE 12 � 'ANP LOCATION) 6.9 MAX. _� `�` e 'L' BRACE W/ lod ', 4" O/C 5 (5EE SCHEDULE FOR 51ZE 5 S5 AND LOCATION) ABLE TRU55 55 F rf73�- �ll JS 12 DOUBLE TOP PLATY 2X4 LEDGER USP LSTA la L � u I—D5L. TOP PLATE �F' 5TUD5 16 O.G. DONT, BEARING _ONT. SEARING Ia5P H AI0 (TTP.) ,TUD� 16' O.G. U5P 5PT24 1�11�L I ST C" ��N1�1 . t IIIIII 1= r , p-�� �j /` aEACH5TUpc�.TI�N lV�� 1—It�I�rLNlI��iCN l/��I ; 45LE END E �� INS- DET,41 L (�745L` END ������ INS E)PTAIL 5GALE: 3/4'=I'-0' 1•--�IF FF.,A INT_:: MEAN WALL HEIGHT I.IP TO 3�'-0" - 5�i= STRUCTURAL SCALE: N:r.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE; N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - 5EE STRUCTURAL NOTE= FOR WIND SPEED SPECIFICATION NOTES FOR IJJIND SPEED SPECIFICATION 11 END JACK ENGINEERING, LLC P.U. BOX 3400 Apollo Beach, Florida 33572 11'-0" MAX. f. 813.645.9698 www.dciriscaerig[riee6ng.com 8 - k 0 0 ----.-..- _- w ty- ✓�(,� U) T -i m Q \GORNERJACK ti �0LLT z � (n ru S ' z E LU Lu 3: ;L11 :f z 0 0 w 1�— L ij t j Lu z �E0 V) r— JS 12 DOUBLE TOP PLATY 2X4 LEDGER USP LSTA la L � u I—D5L. TOP PLATE �F' 5TUD5 16 O.G. DONT, BEARING _ONT. SEARING Ia5P H AI0 (TTP.) ,TUD� 16' O.G. U5P 5PT24 1�11�L I ST C" ��N1�1 . t IIIIII 1= r , p-�� �j /` aEACH5TUpc�.TI�N lV�� 1—It�I�rLNlI��iCN l/��I ; 45LE END E �� INS- DET,41 L (�745L` END ������ INS E)PTAIL 5GALE: 3/4'=I'-0' 1•--�IF FF.,A INT_:: MEAN WALL HEIGHT I.IP TO 3�'-0" - 5�i= STRUCTURAL SCALE: N:r.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE; N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - 5EE STRUCTURAL NOTE= FOR WIND SPEED SPECIFICATION NOTES FOR IJJIND SPEED SPECIFICATION 11 ENGINEERING, LLC P.U. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.dciriscaerig[riee6ng.com 8 ALArw 0 0 Ln w 0 U) U) T -i m �qm�d� a�' 00 �0LLT z � (n ru °° Ln z E LU Lu 3: z 0 0 w 1�— L ij t j Lu z �E0 V) r— 0 W c Z Q 0 U ZL 0- u F TO THE BEST OF IHE ENGINEER'S KNOWLEDGE.AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITFI 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C•" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =10.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MOMHS AFTER THE DATE It IS SIGNLD AND SCALCU. SIGNLD AND SEALED FOR THE STRLICIURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP: I HIS PLAN MAY NOT ti[ REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201 I•IHESE DRAWINGS AND DCSIGF+,S ARC IHC JOIN( PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUGIION OR UNAUTHORIZED USE IS PRO111171ICD. REVISION: DATE DESCRIPTION 02-03-09 1.U0 2UU7 TBC UPDATES & REVISED DETAILS C/5:3, CC/S38. K/53 FOR WALL OFF SET 2" FROM STEP 10-20-09 1.01 REVISED DETAIL K/53 08.31.10 1.02 G140 TEEL 10.17.10 1,03 UPDATEDETAILK S4 VERSION NO. 1.03 /10.19. 10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 I-HUY H. HUYNH, % P.E. #60122 IRWIN J. BENSON, P.E. #49758 [I MIKE RICHMOND, P.E. #5910/ ENGINEER SEAL: YJ L SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SKEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH S5 Nc N— 4 'fNc' EXT. KNEE=IUA1L A SCALE: 3/4' = 1'-0' USF HLIS401F CONCEALED FLANGE HANDER W1 (!) IOd INTO BEAM 4 (Q) 3/1ro" X I 3/4" TAF'CONS U5P HU5481F (UPLIFT CAP = 1302 Ibs) (GRAVITY CAP = 1262 Ibs) L INTEL.,5 AT ENTF-,'r' 1��C� LLJ/TAN�Di�f SCALE: N.T.�5.1 <T. WALL ERY ° U.C. ::Ry .155 REFER TO SECTION I ON SHEET $5.1 FOR X -BRACING, AND TOP CHORD BLOCKING INFORMATION TO 1/2" GAP BETWEEN PLATE 4 TRUSS FRAME EXT. WALL PT24 V EVERY STUD 1MINAL PLYWOOD OR NAILED W/ 8d NAILS . 50UNDARIE5, 6' U.G. 3, 4 12' O,C, FIELD rUp5 AT 16" O.C. U5P UPSET WOOD SEAM 1-ITA20 g (SEE FLANFOR SIZE) DANSCO ENGINEERING, LLC P.O. BOX 3400 TRAN501,1 OPENING p. 813.645.0166 f. 813.645 x/698 (2) 2 X 8 5EAM TRANSOM OPENING 7'-4" ARF.__ a 0 0 Ln U-1 O � V c1 -, ❑ i' m fmdes (m PRECAST RECESS LINTEL (FILLED) QOs11�00 a(n ram 15 REBAR__-- DOOR OPENING F'REECA5T RECEs t T'=I FI LSI? 9l z 0 1111 11111 U" to J ~ 15 REBAR- DOOR OPENING z 0 CD U5P HU5481F (UPLIFT CAP = 1302 Ibs) (GRAVITY CAP = 1262 Ibs) L INTEL.,5 AT ENTF-,'r' 1��C� LLJ/TAN�Di�f SCALE: N.T.�5.1 <T. WALL ERY ° U.C. ::Ry .155 REFER TO SECTION I ON SHEET $5.1 FOR X -BRACING, AND TOP CHORD BLOCKING INFORMATION TO 1/2" GAP BETWEEN PLATE 4 TRUSS FRAME EXT. WALL PT24 V EVERY STUD 1MINAL PLYWOOD OR NAILED W/ 8d NAILS . 50UNDARIE5, 6' U.G. 3, 4 12' O,C, FIELD rUp5 AT 16" O.C. U5P UPSET WOOD SEAM 1-ITA20 g (SEE FLANFOR SIZE) U5P HTA20 (UPLIFT CAP = 1615 LBS) LINTELS AT ENTRE' ,y = uJ/fi RAN -OM NH SCALE: N.T.S. Tf1 1 -rFER TO SECTION I ON EET 55.1 FOR BRACING, AND TOP IORD BLOCKING ORMATION 5C15SOR TRUSS x 4" RAT RUN BRACING 24" O.C. ON TOP OF )TTOM CHORD FOR (4) U55 SPANS ATTACHED 2-16d 9 EACH TRUSS INT 4' BLOCKING END NAILED 16d 2.4' O.C, (MAX,) _OCKING (TURNED ILEA TO TOP PLATE NAILS FRAME EXT. WALL �PT24 a '.Y OTHER STUD �S AT 16" O.C. PLYWOOD OR -(/16 "OSB 1G W/IOd NAILS @ (-,' O.C. S 12° O/C FIELD. PT22 a r OTHER STUD CREED INSTALLED �NUF. )CK W/ (1) 4 FILLED "J" BOLT a STAGGERED) x aSHER (TYPICAL) ING STRIP n' L (DESIGNED AS CANTILEVER) NON-5EAFINr Ex'r. KNEE—WALL,( SCALE: 3/4' = II -O" 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4' TAPCON ( 1 1/4" MIN. EMBEDMENT INTO 5L K) I X 4 FURRING --` BLOCK HEADER - - 1%�" ° NAX SOLID FLKG. AT TOP BTWN. ARCH BLKG. 4 BUCK - j 8d N41L5 AT 8" O.C. AT BUCK 2 x 8 45° DIAGONAL— (4) IOd NAILS INTO BRACES) '�� 2 x 8 BRACE/ BLKG. 058 BUILT UP PLWD, BUCK—\ ARCH PANEL CUT HOLE IN O.S.B. FOR ___- SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) lOd NAILS INTO 2 x 8 CONNECT W/ 8d NAILS 5RACF/ BI KCa INSTALL WDW. SCREW ANCHOR)2 x 4 50L ID BL KG. (FULL WIDTH OF WALL) STWN. OSB - INTO ARCH BLKG, PER ARCH FACES W (4) IOd NAILS TNRU 055 INTO 2 x 8 INSTALLATION DETAILS A -4 PROVIDE TAPCON PER WPW. INSTALLATION DETAILS OR TNRU THK, OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH A GN EETA1L. � j SCALE: N.T.5. 5LOCK HF -AIDER 1 X 4 FURRING— ad NAILS a 8' O.C. AT BUCK PROVIDE 2 x 8 DIA(. BRACE —,, BTWN. VERT. BRACE5 WHEN HGT. OF F3RIACE EXCEEDS 24' 2 x 8 VERT. BRACE(S) — BUIL'r IJP PL�IX). BUCK - - SCRIBE (NOTC1-1) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WPW, SCREW - ANCHOR INTO ARCH 5LKG. PER INSTALLATION DETAILS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4' x 3 1/4" TAPCON N 1/4" MIN. EMBEDMENT i/4° MAX INTO SLK,) SOLID 131 -KG. AT TOP BTWN. ARCM BLKG. 4 DUCK, 2 x 8 VERT, W/ (2) IOd NAILS AT EA. END LEAVE A CUT OUT IN 0.5.8. ON THE INSIDE TO ALLOW FOR INSULATION TO E3E INSTALLED I/i6" 058 ARC14 PANEL -2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) PTWN. 055 ARCH FACES W/ (4) EQUAL 10d NAILS TNRU OSB INTO 2 x 3 TIL K S( -ALE: N.T,S, r, l 2 x 4 CRO55 BRACE AT SEE NOTES FOR, (ROOF DIAPHR'.AM N41LINC-T SPECIFICATIONS RIDGE FASTENED AT EACH JOINT W/ (2) 10d x 3' F U5F RT16 OR EQUAL a EA. OUTL OOKER TOP CORD 5LOCKING FOR FIRST FOUR. ROWS OF TRUSSES a 'EDGE5 OF SHEATHING TYPICAL TOENAIL W/ (2) 16d NAILS �• 2 x 4 'T° ON TOP OF PANEL BLOCKING, FASTEN WITH 106 x 3" to 4" O/C ° A \_ ° ° CEILING RIDGE 2 x 4 PANEL BLOCKING ATTACHED W/ (2) Trod TOENAILS INTO BOTTOM CHORD. INTERIOR NIP VAULT± 6:12 SLOPE —''��-- 2x6 P.T. STEL CENTER AND 3:12 SLOPE SLIDES.xj `�=- 5/8' OR I/2' CEIL ING DENSE GYPSUM WALL BOARD FASTENED WITH 8d - 7 COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-O' FROM END WALL 4' O/C TYPICAL 5/8" x 10° DOLT a 24' O.C. MINIMUM 6" FROM PLATE SPLICE5 W/ 3/16'x 2' DIA. PLATE WASHER SABLE END DETAIL AT ;IIS' VAULT 2x4 OUTL OOKER 24' O.C' 94" MAX —1/2" COX PLYWOOD OR l/16" 055 SHEATHING ATTACHED W/ 10d NAILS " O.C. EDGES ANP 12' O,C, FIELD --GAE�L.)E TTRL158 °L" 5R ACE TO EXTEND AT LEAa F 90% OF WEB LENGTH (SEE TABLE ON SHEET 55) IOD x3'�3"O/C Lo THROUGH CHORD INTO 2" x 6' P.T. FLA TE �— PLACE SHEATHING 1 FLUSH W/ MASONRY, WEEP SCREED INSTALLED PER MANUF. r101a-rURE �AR{4:IER. USP 14TA20 g EA. TRUSS VERT. WEB (24" o MAX.) SECT 10 N �-A 1/4" x 3 1/411 TAPCONS —LEAVE A CUT OUT IN 0.5.8. ON THE IN51DE TO ALLOW FOR INSULATION TO 5E INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) IOd NAILS AT EA. END PROVIDE TAPCON WITHIN " MIN. OF BRACE START OF AP 4' MAX. RAD. 5E(_ -TION PROVIDE (2) MIN. TAPCON AT EA. SIDE BUCK - (U WITHIN 4" MIN. OF START OF ARCH 5TAi RT OF ARC EQUAL ' MAX. RAD. DANSCO ENGINEERING, LLC P.O. BOX 3400 TRAN501,1 OPENING p. 813.645.0166 f. 813.645 x/698 wAew.donscoengineering.com a 0 0 Ln U-1 O � V c1 -, ❑ i' m fmdes (m Now QOs11�00 a(n ram F'REECA5T RECEs t T'=I FI LSI? 9l z 0 1111 11111 U" to J ~ 15 REBAR- DOOR OPENING z 0 CD uj cid Lu Z = O ® W U5P HTA20 (UPLIFT CAP = 1615 LBS) LINTELS AT ENTRE' ,y = uJ/fi RAN -OM NH SCALE: N.T.S. Tf1 1 -rFER TO SECTION I ON EET 55.1 FOR BRACING, AND TOP IORD BLOCKING ORMATION 5C15SOR TRUSS x 4" RAT RUN BRACING 24" O.C. ON TOP OF )TTOM CHORD FOR (4) U55 SPANS ATTACHED 2-16d 9 EACH TRUSS INT 4' BLOCKING END NAILED 16d 2.4' O.C, (MAX,) _OCKING (TURNED ILEA TO TOP PLATE NAILS FRAME EXT. WALL �PT24 a '.Y OTHER STUD �S AT 16" O.C. PLYWOOD OR -(/16 "OSB 1G W/IOd NAILS @ (-,' O.C. S 12° O/C FIELD. PT22 a r OTHER STUD CREED INSTALLED �NUF. )CK W/ (1) 4 FILLED "J" BOLT a STAGGERED) x aSHER (TYPICAL) ING STRIP n' L (DESIGNED AS CANTILEVER) NON-5EAFINr Ex'r. KNEE—WALL,( SCALE: 3/4' = II -O" 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4' TAPCON ( 1 1/4" MIN. EMBEDMENT INTO 5L K) I X 4 FURRING --` BLOCK HEADER - - 1%�" ° NAX SOLID FLKG. AT TOP BTWN. ARCH BLKG. 4 BUCK - j 8d N41L5 AT 8" O.C. AT BUCK 2 x 8 45° DIAGONAL— (4) IOd NAILS INTO BRACES) '�� 2 x 8 BRACE/ BLKG. 058 BUILT UP PLWD, BUCK—\ ARCH PANEL CUT HOLE IN O.S.B. FOR ___- SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) lOd NAILS INTO 2 x 8 CONNECT W/ 8d NAILS 5RACF/ BI KCa INSTALL WDW. SCREW ANCHOR)2 x 4 50L ID BL KG. (FULL WIDTH OF WALL) STWN. OSB - INTO ARCH BLKG, PER ARCH FACES W (4) IOd NAILS TNRU 055 INTO 2 x 8 INSTALLATION DETAILS A -4 PROVIDE TAPCON PER WPW. INSTALLATION DETAILS OR TNRU THK, OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH A GN EETA1L. � j SCALE: N.T.5. 5LOCK HF -AIDER 1 X 4 FURRING— ad NAILS a 8' O.C. AT BUCK PROVIDE 2 x 8 DIA(. BRACE —,, BTWN. VERT. BRACE5 WHEN HGT. OF F3RIACE EXCEEDS 24' 2 x 8 VERT. BRACE(S) — BUIL'r IJP PL�IX). BUCK - - SCRIBE (NOTC1-1) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WPW, SCREW - ANCHOR INTO ARCH 5LKG. PER INSTALLATION DETAILS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4' x 3 1/4" TAPCON N 1/4" MIN. EMBEDMENT i/4° MAX INTO SLK,) SOLID 131 -KG. AT TOP BTWN. ARCM BLKG. 4 DUCK, 2 x 8 VERT, W/ (2) IOd NAILS AT EA. END LEAVE A CUT OUT IN 0.5.8. ON THE INSIDE TO ALLOW FOR INSULATION TO E3E INSTALLED I/i6" 058 ARC14 PANEL -2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) PTWN. 055 ARCH FACES W/ (4) EQUAL 10d NAILS TNRU OSB INTO 2 x 3 TIL K S( -ALE: N.T,S, r, l 2 x 4 CRO55 BRACE AT SEE NOTES FOR, (ROOF DIAPHR'.AM N41LINC-T SPECIFICATIONS RIDGE FASTENED AT EACH JOINT W/ (2) 10d x 3' F U5F RT16 OR EQUAL a EA. OUTL OOKER TOP CORD 5LOCKING FOR FIRST FOUR. ROWS OF TRUSSES a 'EDGE5 OF SHEATHING TYPICAL TOENAIL W/ (2) 16d NAILS �• 2 x 4 'T° ON TOP OF PANEL BLOCKING, FASTEN WITH 106 x 3" to 4" O/C ° A \_ ° ° CEILING RIDGE 2 x 4 PANEL BLOCKING ATTACHED W/ (2) Trod TOENAILS INTO BOTTOM CHORD. INTERIOR NIP VAULT± 6:12 SLOPE —''��-- 2x6 P.T. STEL CENTER AND 3:12 SLOPE SLIDES.xj `�=- 5/8' OR I/2' CEIL ING DENSE GYPSUM WALL BOARD FASTENED WITH 8d - 7 COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-O' FROM END WALL 4' O/C TYPICAL 5/8" x 10° DOLT a 24' O.C. MINIMUM 6" FROM PLATE SPLICE5 W/ 3/16'x 2' DIA. PLATE WASHER SABLE END DETAIL AT ;IIS' VAULT 2x4 OUTL OOKER 24' O.C' 94" MAX —1/2" COX PLYWOOD OR l/16" 055 SHEATHING ATTACHED W/ 10d NAILS " O.C. EDGES ANP 12' O,C, FIELD --GAE�L.)E TTRL158 °L" 5R ACE TO EXTEND AT LEAa F 90% OF WEB LENGTH (SEE TABLE ON SHEET 55) IOD x3'�3"O/C Lo THROUGH CHORD INTO 2" x 6' P.T. FLA TE �— PLACE SHEATHING 1 FLUSH W/ MASONRY, WEEP SCREED INSTALLED PER MANUF. r101a-rURE �AR{4:IER. USP 14TA20 g EA. TRUSS VERT. WEB (24" o MAX.) SECT 10 N �-A 1/4" x 3 1/411 TAPCONS —LEAVE A CUT OUT IN 0.5.8. ON THE IN51DE TO ALLOW FOR INSULATION TO 5E INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) IOd NAILS AT EA. END PROVIDE TAPCON WITHIN " MIN. OF BRACE START OF AP 4' MAX. RAD. 5E(_ -TION PROVIDE (2) MIN. TAPCON AT EA. SIDE BUCK - (U WITHIN 4" MIN. OF START OF ARCH 5TAi RT OF ARC EQUAL ' MAX. RAD. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645 x/698 wAew.donscoengineering.com a 0 0 Ln U-1 O � V c1 -, ❑ i' m fmdes (m Now QOs11�00 a(n ram �� z 0 1111 11111 U" to J ~ z 0 CD uj cid Lu Z = O ® W Z Q C� v Z a- TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOP. 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT= ±Q. 18) WIND ZONE ITTS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE HIS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL FORIION OF THIS DRAWING ONLY, 2UI I LENNARCORP: hits PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRIIIEN CONSL'Nt FROM LENNAR CORPORATION. 2011-THCSE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLCAND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORILED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 07.-03-09 1.00 2W7 HBC UPDATES & REVISED DETAILS C/S3, CC/53 & K/S3 FOR WALL OFF SET T' FROM STEP 10-20-09 1.01 RE`/I5ED DETAIL K/33 08.31.10 1.02 G140 STEEL 10.19.10 1.03 UPDATE DETAIL K/S4 VERSION NO. 1.03 / 10.19.10 CA 25948 [� SAMUEL A. GREENBERG, P.E. #34245 p THUY H. HUYNH, �- P.E. #60122 Ei IRWIN J. BENSON, P.E. #49758 �] MIKE RICHMOND, P.E. #59107 ENOINEER SEAL: SHEET TITLE: FRAMING CONNECTIONS Q EXTERIOR WALLS SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: JB REVIEWED BY: TH. DOOR .IAMB (REFE . 1X4 I/2" DRYWALL DOOR JAMB (REFER I X 4 1/2" DRYWALL DOOR JAMES (REFER - I X 4 (- 1/2" DRYWALL TO SHT. 5DW2-KI TO SHT. 5[)H2 -KI P.F. TO SHT. 5DW2-KI __4_ THUY H. HUYNH, --__ FOR CONN. DETAILS FOR CONN. DETAILS IRWIN J. BENSON, FOR CONN. DETAILS -1 X ,I 1X4 3-I/�I" LONG X 3/16"� FURRING 3/16"(V X 311 LONG � 1 X 4 / FURRING 3/16"Ib X 3-1/2" LONG-� FURRING TAPGON. INTO TAPGOTIS STAGGc RED TAPCON5 5TAGGEREDL1_Ix15 X8 BLOGK� SPAGING I, I DETAIL @ 16 O G. 2-ROVIS INTO MA50NR'( -rP.T. IX8 P.F. STAGGERED @ 16" O C. 2-ROW5 INTO PER MANUFACTURE THROUGH 1x4- 1 11 = 1 / DETAIL MASONR-( THROUGH II 1x8 P.T. PETAL NOTCH WEB AT THE 1x8 P.T. � 2x8 P.T. IX4 P.T. 3/16" x 3 -1/2" DOOR JAME3 (DEFER I X 4 1/2" DRYWALL DOOR JAMB (REFER TAPCON TO 51-1T. 5DW2-KI FOR TO 51 -IT. 5DW2-KI CONN. DETAILS r FOR CONN. DETAILS IOd © 12" O.C.- --_ 1 X 4 FURRING 2X8 P.T. WITH 3/16"(P X 3"--� -2X8 P.T. LONG TAPCONS 2X8 STAGGERED @ 16" O.G. 2 1/4" DETAIL 2-ROWSINTO MASONRY 5=1/4" DETAIL. 2'x BOT. PLATE W/ (2) 10d � 6' 0--. – FfP,0FF=f;,:' INSTALLATION INeTALLTION 3/4" PLYWOOD DECKINC3GLUED AND NAIL ED W/ – MAX. 0' �� DO NOT DO TNI �40 Sd COMMON'a &' O.G. EDGES AND 12' O.C. FIELD , 4tIpATTACHED WALL SHEATHING TO "5 REBAR (T'YP)� �2X BOTTOM PLATE W/ ad � 4" O.C., TYP,) *w 10 � 2 ROWS STAGGERED �� - - 2x BAND JOIST W/ FACE NAIL STD. 90" HOOK l TYP.) OK (TYfi .) �� I"IETAL SEAT PLATE NOTE: AND DMSO 4 E3TT NAILS ORp LAP ,SHEATHING TO TRUSS VERT. WEB 30TTOM OF SAND JOIST TYPICAL <= Lill 7 31 USP HGAMIO W 12' O.C. w/4 -SDS 1/4xl 1/2' � 6 SCREW$ INTO SAND J015T 4 (4) 3/16'x1-3/4" ® ® _ WEDGE 5OLT5 INTO K.O. BLOCK ® y NOTCH U, FIRST COURSE FIRST 2 COURSES ®4 L FILLED CELL PER FOUNDATION PLAN o ---- RETROFIT � V FOR- 1`56 1 G E M E_3E D D E D `T �� �UILF)OUT� OrlF, SIZE �FILLED ELL 1NS ALLA'rfoN SEE TYF.2-STORY WALL SECTIONFOR ADDL. INFO 5GALE: N.T.5. SCALE: N.T.5, SCALE: N.T.5. 2xa P.T. BUCK -CONNECT TO BLOCK w— SECTION UJ/ 1/4' x 3 1/4' TAPCON ( 1 1/4' MIN. A -A EMBEDMENT INTO BLKJ 1/4" MAX I X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAFCONS BLOCK HEADER ARCH BLKG. 4 DUCK I/2 DRYWALL _ UPL TFT GAPAG(TY = 595 FOR I STRAP' ad NAILS AT 8" C.G. AT BUCK 1,090 FOR 2 STRAPS 2 x a 45" DIAGONAL (4) 10d NAILS INTO �\ LEAVE A CUT OUT IN D.S.B. ON , I -PL YPRE-ENGINEERED TRUSS BRACE(5) -_ 2 x a BRACE/ BLKG. \ THE IN51DE TO ALLOW FOR l US / \ I I/2 INSULATION TO BE INSTALLED P P.TI� UJ/ (2�) 8d /. l/10 05B C ^ BUILT UP PLUJD. B - UGK,, \ ARCH PANEL GUT HOLE IN O.S.B. FOR - NAllS (4) 311ro" DIA. TAF -PERS SCRIBE (NOTCH) POLI' -DELL IN TH15 AREA -2 x 8 45 DIAGONAL BRACE.;:;?;, :;;;`.;:,..:.:: - * :...,I.: UJ/ 1:3/4" EMBEDMENT BACKSIDE TO FIT ARCH - AT EA. FACE OF ARCH UJ/ (3) CONNECT uJ/ ad NAILS (4) 10d NAILS INTO 2 x a - 10d NAILS AT EA. END (4) SDS I/4°xl-I/2" � BRACE/ BLKG. INSTALL WDW. SCREW ANCHORS -2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. 055 INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU 058 INTO 2 x ?\-PROVIDE TAPGON WITHIN (5) 1/4"x2 -1/4" TITENS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4' MIN. OF 5RACE I -I/2' THK, OR MORE BUCK WITHINo' MIN. OF START OF ARCH -\ BOND BEAM O CA • T START OF ARC IN PLACE BEAM 5 4' t�AX. RAD. > ETFT ORT TFUSS L DETAIL SCALE: N.T.S. 00� N.T.S. 2 x S BUCK - CONNECT To SECTION BLOCK WITH 1/4" x 3 1/4" TAPGON (1 1/4' MIN. >7,--,EN'F-� 1/4' MAX INTO BLK.) FILL 16t 4 COURSES SOLID W/TROUT )BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH BLKG. •4 BUCK - I X 4 FURRING � +++ ad NAILS a) a" O.C, AT DUCK 2 x S VERT. UJ/ (2) 10d PROVIDE 2 x a DNAILS AT EA. END IAD. BRACE - PROVIDE (2) MIN. BTWN. VERT. BRACES WHEN HET.\ TAPCON AT EA. OF BRACE EXCEEDS 24' SIDE BUCK - (U LEAVE A CUT OUT IN O.S.B. ON ` WITHIN 4' MIN, OF 2 x a VERT. BRACE(S) THE INSIDE TO ALLOW FOR `�� START OF ARCH ` INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK SCRIBE (NOTCH) 1 1/I0' OSB ARCH PANEL. BACKSIDE TO FIT ARCH CONNECT W1 ad NAILS �-2 x 'I SOLID BLKG. (FULL WIDTH OF START OP ,ARC ��� ���I � WALL ��������� ����I� (���) // WALLS) BTUJN. OSB ARCH FACES W/ (4) EQUAL EQUAL 4 MAX. PAD. INSTALL WDW, SCREW 10d NAILS THRU 058 INTO 2 x a FOR OVERHANGS DETLUEEN 3725" TO 1 1/2" ANCHOR INTO ARCH BLKG, NOTE: FOR PER INSTALLATION DETAILS • • �-FORovOVERHANGS-IF-5555 THAN 3/v" - NO f�PAIR RE( ID. -�---- - ���� �ETA AIL FOROYERNA>`i�S BETWEEN OVER I I/2" SCALE- N.T.5. CONTACT ENGINEER OF fRE(_-OR.) FoR FURTHER INSTRUCTIONS. NOTE; IF RETROFIT BILLED CELL CONDITIONS GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRG / FBC EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTt.Y BETWEEN FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. MASONRY WALL. SEE PLAN FOR - -- - B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. )"TAKE CERTAIN EXPANSION STRIP J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECE55ES IN ACCORDANCE WITH THE REINFORCING. PROVIDE LOUDER EXTENDS TO SILL, MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. HOOKED DOWEL 4 r -F EX15TING BOND BEAM, G) SET A FULL MORTAR BED JOINT, APPLIED TO SILL, K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING, I D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/0" PLUS OR MINUS FOR (WIND SPEEDS UP TO 110 MPH,, PER PITT58URG CORNING RECOMMENDATIONS FOR _- 1/0'. ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE INSTALL ATION OF GLASS BLOCK. 1 -- DRILL 3/4'Xfv' MIN. HOLE TYPE 'S' OR 'N STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION, (PLACE EXPANSION STRIP II - W.W.M. AT PERIMETER SET BAR IN EPDXY A RUBBER CRUTCH TIP ON END OF TROWEL To TAP BLOCK INTO POSITION.) DO NOTWHEREa. PANEL ll) u5 BARS CONT. II WHERE THIS CONDITION CAP TO PREVENT LEA-K/-',C-;EREALIGN, TAP, OR OTHERUJISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS OCCURS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR % TOP WITH MIN. 3' } COURSES TO PREVENT THE MORTAR FROM. BEINGG "SQUEEZED' OUT. / 1/4" EXP ANSION COVER II 6'-O" !)/ R5X6' EMBEDDED INTO I E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLI' AND IN JOINTS 9 ga. PANE)_ 011" C2 PEP. II Fa , EXISTING BOND BEAM IMMEDIATEL i ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPAGING ANCHOR) \ w ;z fi?EINFORCIN� P D I' v' --X— p — - Y_ ILI - -FILL CELL FULL HEIGHT UJ/ SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVER r f;F;e - - 1L U NON SHRINK GROIUT. OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. � / �\�� O LAP REINFORCING NOT LESS THAN 0 INCHES WHENEVER IT IS NECESSARY TO USE MORE \ OTHER - - �!`< EXPANSION STRIP THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL COUR•�EJ i',\ REINFORCING AS FOLLOWS: '�"` ' < PLACE LOUDER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ''';"� �'"�� ` :'.; � —SEALANT `C GRADE I \ u- <I F i \ + ,� •�/� - I � �-- x �X0 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. F p .l U `- EXISTING FOOTING 2-#5X6' IN CUNc, _ (o" MIN. LAP SPLICE COVER PANEL REINFORCING WITH LIPPER HALF OF MORTAR BED AND TROWELI , / �T '� `C FILLED CELL SMOOTH. DO NO FURROW. W1 REINFORCING:; PANEL- L� _ d) �i IL l -DRILL 3/4'X0' MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT \ T (2) #5 REBAR. MIN, 3° SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH./ ro" MIN. LAP 10" COVER EA. WAY is G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAt18s h1UST .SPLICE �+ I REMAIN FREE OF MORTAR. NOTE: All H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC: AND BEFORE FINAL SET. AT THIS SEE (�TLASS 5LOCK I_ ±4" TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE _SEALANT INSTALL ATION NOTES. SRUJ GUT{ SPACES, REMOVE SURPLUS MORTAR FROM FACES of GLASS BLOCKS AND WIPE PRY.rL n 5S BLOCK. DF -TAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE ----=--- - _ �I 1 WEDGES FROM LOUDER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) ,(110 mph FASTEST WIND = 130 mph, 3 SEC. GU5T. FRG TABLE 83012.I.3) 0 -tea A � ,S C � � 0I `I A. SEC TION AT I)EEF MONO FO.IT�11DAT1ON EXISTING FOOTING I (110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBG TABLE 1006.1.0.0 � SCALE: N.T.S, SCALE: 3/4' = 1'-0° SCALE., N.T.5. SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 v~,v.danscoengineering.coTn i 0 CD SAMUEL A. GREENBERG, Lf) t 15 REBAR w QUA THUY H. HUYNH, FILL 50LIp P.E. #60122 STD, 90` HO IRWIN J. BENSON, uj BOTH CELLS C DO MIKE RICHMOND, 00 f¢- 0 ILL A P.E. #5910/ � U) (6, zt000 w uj 0 0 'IA` NOTCH WEB AT THE 4tIpATTACHED WALL SHEATHING TO "5 REBAR (T'YP)� �2X BOTTOM PLATE W/ ad � 4" O.C., TYP,) *w 10 � 2 ROWS STAGGERED �� - - 2x BAND JOIST W/ FACE NAIL STD. 90" HOOK l TYP.) OK (TYfi .) �� I"IETAL SEAT PLATE NOTE: AND DMSO 4 E3TT NAILS ORp LAP ,SHEATHING TO TRUSS VERT. WEB 30TTOM OF SAND JOIST TYPICAL <= Lill 7 31 USP HGAMIO W 12' O.C. w/4 -SDS 1/4xl 1/2' � 6 SCREW$ INTO SAND J015T 4 (4) 3/16'x1-3/4" ® ® _ WEDGE 5OLT5 INTO K.O. BLOCK ® y NOTCH U, FIRST COURSE FIRST 2 COURSES ®4 L FILLED CELL PER FOUNDATION PLAN o ---- RETROFIT � V FOR- 1`56 1 G E M E_3E D D E D `T �� �UILF)OUT� OrlF, SIZE �FILLED ELL 1NS ALLA'rfoN SEE TYF.2-STORY WALL SECTIONFOR ADDL. INFO 5GALE: N.T.5. SCALE: N.T.5, SCALE: N.T.5. 2xa P.T. BUCK -CONNECT TO BLOCK w— SECTION UJ/ 1/4' x 3 1/4' TAPCON ( 1 1/4' MIN. A -A EMBEDMENT INTO BLKJ 1/4" MAX I X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAFCONS BLOCK HEADER ARCH BLKG. 4 DUCK I/2 DRYWALL _ UPL TFT GAPAG(TY = 595 FOR I STRAP' ad NAILS AT 8" C.G. AT BUCK 1,090 FOR 2 STRAPS 2 x a 45" DIAGONAL (4) 10d NAILS INTO �\ LEAVE A CUT OUT IN D.S.B. ON , I -PL YPRE-ENGINEERED TRUSS BRACE(5) -_ 2 x a BRACE/ BLKG. \ THE IN51DE TO ALLOW FOR l US / \ I I/2 INSULATION TO BE INSTALLED P P.TI� UJ/ (2�) 8d /. l/10 05B C ^ BUILT UP PLUJD. B - UGK,, \ ARCH PANEL GUT HOLE IN O.S.B. FOR - NAllS (4) 311ro" DIA. TAF -PERS SCRIBE (NOTCH) POLI' -DELL IN TH15 AREA -2 x 8 45 DIAGONAL BRACE.;:;?;, :;;;`.;:,..:.:: - * :...,I.: UJ/ 1:3/4" EMBEDMENT BACKSIDE TO FIT ARCH - AT EA. FACE OF ARCH UJ/ (3) CONNECT uJ/ ad NAILS (4) 10d NAILS INTO 2 x a - 10d NAILS AT EA. END (4) SDS I/4°xl-I/2" � BRACE/ BLKG. INSTALL WDW. SCREW ANCHORS -2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. 055 INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU 058 INTO 2 x ?\-PROVIDE TAPGON WITHIN (5) 1/4"x2 -1/4" TITENS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4' MIN. OF 5RACE I -I/2' THK, OR MORE BUCK WITHINo' MIN. OF START OF ARCH -\ BOND BEAM O CA • T START OF ARC IN PLACE BEAM 5 4' t�AX. RAD. > ETFT ORT TFUSS L DETAIL SCALE: N.T.S. 00� N.T.S. 2 x S BUCK - CONNECT To SECTION BLOCK WITH 1/4" x 3 1/4" TAPGON (1 1/4' MIN. >7,--,EN'F-� 1/4' MAX INTO BLK.) FILL 16t 4 COURSES SOLID W/TROUT )BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH BLKG. •4 BUCK - I X 4 FURRING � +++ ad NAILS a) a" O.C, AT DUCK 2 x S VERT. UJ/ (2) 10d PROVIDE 2 x a DNAILS AT EA. END IAD. BRACE - PROVIDE (2) MIN. BTWN. VERT. BRACES WHEN HET.\ TAPCON AT EA. OF BRACE EXCEEDS 24' SIDE BUCK - (U LEAVE A CUT OUT IN O.S.B. ON ` WITHIN 4' MIN, OF 2 x a VERT. BRACE(S) THE INSIDE TO ALLOW FOR `�� START OF ARCH ` INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK SCRIBE (NOTCH) 1 1/I0' OSB ARCH PANEL. BACKSIDE TO FIT ARCH CONNECT W1 ad NAILS �-2 x 'I SOLID BLKG. (FULL WIDTH OF START OP ,ARC ��� ���I � WALL ��������� ����I� (���) // WALLS) BTUJN. OSB ARCH FACES W/ (4) EQUAL EQUAL 4 MAX. PAD. INSTALL WDW, SCREW 10d NAILS THRU 058 INTO 2 x a FOR OVERHANGS DETLUEEN 3725" TO 1 1/2" ANCHOR INTO ARCH BLKG, NOTE: FOR PER INSTALLATION DETAILS • • �-FORovOVERHANGS-IF-5555 THAN 3/v" - NO f�PAIR RE( ID. -�---- - ���� �ETA AIL FOROYERNA>`i�S BETWEEN OVER I I/2" SCALE- N.T.5. CONTACT ENGINEER OF fRE(_-OR.) FoR FURTHER INSTRUCTIONS. NOTE; IF RETROFIT BILLED CELL CONDITIONS GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRG / FBC EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTt.Y BETWEEN FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. MASONRY WALL. SEE PLAN FOR - -- - B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. )"TAKE CERTAIN EXPANSION STRIP J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECE55ES IN ACCORDANCE WITH THE REINFORCING. PROVIDE LOUDER EXTENDS TO SILL, MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. HOOKED DOWEL 4 r -F EX15TING BOND BEAM, G) SET A FULL MORTAR BED JOINT, APPLIED TO SILL, K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING, I D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/0" PLUS OR MINUS FOR (WIND SPEEDS UP TO 110 MPH,, PER PITT58URG CORNING RECOMMENDATIONS FOR _- 1/0'. ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE INSTALL ATION OF GLASS BLOCK. 1 -- DRILL 3/4'Xfv' MIN. HOLE TYPE 'S' OR 'N STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION, (PLACE EXPANSION STRIP II - W.W.M. AT PERIMETER SET BAR IN EPDXY A RUBBER CRUTCH TIP ON END OF TROWEL To TAP BLOCK INTO POSITION.) DO NOTWHEREa. PANEL ll) u5 BARS CONT. II WHERE THIS CONDITION CAP TO PREVENT LEA-K/-',C-;EREALIGN, TAP, OR OTHERUJISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS OCCURS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR % TOP WITH MIN. 3' } COURSES TO PREVENT THE MORTAR FROM. BEINGG "SQUEEZED' OUT. / 1/4" EXP ANSION COVER II 6'-O" !)/ R5X6' EMBEDDED INTO I E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLI' AND IN JOINTS 9 ga. PANE)_ 011" C2 PEP. II Fa , EXISTING BOND BEAM IMMEDIATEL i ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPAGING ANCHOR) \ w ;z fi?EINFORCIN� P D I' v' --X— p — - Y_ ILI - -FILL CELL FULL HEIGHT UJ/ SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVER r f;F;e - - 1L U NON SHRINK GROIUT. OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. � / �\�� O LAP REINFORCING NOT LESS THAN 0 INCHES WHENEVER IT IS NECESSARY TO USE MORE \ OTHER - - �!`< EXPANSION STRIP THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL COUR•�EJ i',\ REINFORCING AS FOLLOWS: '�"` ' < PLACE LOUDER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ''';"� �'"�� ` :'.; � —SEALANT `C GRADE I \ u- <I F i \ + ,� •�/� - I � �-- x �X0 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. F p .l U `- EXISTING FOOTING 2-#5X6' IN CUNc, _ (o" MIN. LAP SPLICE COVER PANEL REINFORCING WITH LIPPER HALF OF MORTAR BED AND TROWELI , / �T '� `C FILLED CELL SMOOTH. DO NO FURROW. W1 REINFORCING:; PANEL- L� _ d) �i IL l -DRILL 3/4'X0' MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT \ T (2) #5 REBAR. MIN, 3° SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH./ ro" MIN. LAP 10" COVER EA. WAY is G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAt18s h1UST .SPLICE �+ I REMAIN FREE OF MORTAR. NOTE: All H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC: AND BEFORE FINAL SET. AT THIS SEE (�TLASS 5LOCK I_ ±4" TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE _SEALANT INSTALL ATION NOTES. SRUJ GUT{ SPACES, REMOVE SURPLUS MORTAR FROM FACES of GLASS BLOCKS AND WIPE PRY.rL n 5S BLOCK. DF -TAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE ----=--- - _ �I 1 WEDGES FROM LOUDER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) ,(110 mph FASTEST WIND = 130 mph, 3 SEC. GU5T. FRG TABLE 83012.I.3) 0 -tea A � ,S C � � 0I `I A. SEC TION AT I)EEF MONO FO.IT�11DAT1ON EXISTING FOOTING I (110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBG TABLE 1006.1.0.0 � SCALE: N.T.S, SCALE: 3/4' = 1'-0° SCALE., N.T.5. SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 v~,v.danscoengineering.coTn i 0 CD SAMUEL A. GREENBERG, Lf) P.E. #34245 w QUA THUY H. HUYNH, P.E. #60122 o;�' J O LD am"Dd- IRWIN J. BENSON, uj P.E. #49/58 DO MIKE RICHMOND, 00 f¢- 0 ILL A P.E. #5910/ � U) (6, zt000 w uj 0 0 ILIJ V) mo-• --� Ls ! Z _ 0 V) l-- n W � Z Q Q U Z 0- cn TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION 8301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE ••C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = k0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONIHS AFIER IHE DATE If IS SICNLD ANU SEALED. SIGNED AND SEALED FOR THE SIRUCIURAL PORTION OF THIS URAWING ONLY. 201 I LENNAR CORP; I HIS PLAN MAY NOT BE REPRODUCEU IN ANY MANNER WIIHOUT WRfTTEN CONSENT FROM LENNAR CORPORATION. 201 1 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND IHC CLIENT ON THIS PROJECT. ANY REPRODUCIION OR UNAUTHOR;LED USE IS PROH11311EU. REVISION: DATE DESCRIPTION 02.03-09 Loo 2(X)7 FUC UPDATES & REVFSED DETAILS C/1 3. CC/53 G K/S3 FOR WALL OFF SET 2" FROM STEP 10-20-09 1 -UI REVISEDDETAIL K/S3 08.31.10 1.02 Gr40 STEEL 10.1 `). 10 1.03 UPDATE UEFAIL K/54 VERSION NO. 1.03 /10,12. 10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49/58 [I MIKE RICHMOND, P.E. #5910/ ENGINEER SEAL: D�') L, SHEET TITLE: RETROFIT DETAILS & NOTES MEET INFORMATION: IOB NO.: 290128 )ATE ISSUED: 02.03,09 )RAWN BY: DZ ;EVIEWED BY: TH ss .; iii �; '� � "ir r r .> 4 R - 4, • as required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building ;omponents listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your oval product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory 1. EXTERIOR DOORS Manufacturer IThermaTru Product Description Approval Number(s) Test Pressures A. SWINGING Plastpro Inc./ Nanya Plastics Distinction Fiberglass Entry Doors _ FL6184-R1 +65.0/-65.0 Jsf H3 FL10456 Ht.lrricane Tie Smooth Star/Fiber-Classic FL8838-R1 +55.0/-55.0 psf F 10 56 L 4 Hurricane Tie Thermal-ru Smooth Star/Fiber-Classic FL12441 +47.0/-47.0 psf B. SLIDING Fla. Extruders Milestone Series 1000 FL8409-R3 +45.0/-45.0 psf C. SECTIONAL Clopay Building Products Residential VlfindCode Doors 005 (8X7) FL5675-R3 +30.0/-32.0 psf FL817-R1 F-IDQ8-SDS3 Clopay Buildino Products Residential WfndCode Doors Vv5 (16X7) FL5675-R3 +30,0/-30.0 psf HETA16 (used in wind speeds over 120 ail?) Clopay Building Products Residential WfndCode Doors 006 (8X7) FL5675-R3 •1.37.0/-41.0 psf HETA20 (used in wind speeds over 120ninh) Clopay Building Products Residential WndCode Doors 006 (16X7) FL5675-R3 +37.0/-37.0 psf HGUS210-2 FL11468 Amarr Garage Doors Model#500 Classica (8x7) FL5427-R2 +40.1/-47.4 psf FL11473 Embedded Truss Anchor Amarr Garage Doors Model #500 Classical 16x7 FL5427-R2 +38.4/-43,7 psf Heavy Skewed U Hanger areaswhare the baeluwind speed(3.7suundgust) is lass than Amarr Garage Doors Model #600 Stratford (8x7) FL5302-R1 +40.1/-47.4 psf HTW16 FL820-R2 Amarr Garage Doors Model#600 Stratford 16x7) FL5302-R1 +38.4/-43,7 psf D. OTH ER FL11496 HD/Tension Tie HTT16 FL821-R1 HTT22 FL11496 HD/Tension Tie HT T_222 FL821-R1 HUS410 2. WINDOWS HUS410 FL821-R1 HUS412 FL10531 A. SINGLE HUNG Fla. Extruders Milestone) Milestone Series 1000 SH Std -Sill FL9262-R2 +45.0/-45.0 psf B. HORIZONTAL SLIDER Fla. Extruders (Milestone) Milestone Series 1000 Horizontal Slider FL9236-R2 +45.0/-45.0 psf C. FIXED Fla. Extruders (Milestone) Milestone Series 1000 Fixed FL9242-R2 +45.0/-45.0 psf D. MULLION Fla. Extruders (Milestone) FE5709/5710/5711/5712/571315714/5718 F E5700/5701 /5702/5703/570415705/5717 FL3136-R3 N/A E. OTHER LUGT2 FL817-R1 LSSIJ210-2 FL10447 Slopable/Skewable Hanger LSSH31 FL816-R1 LSSU28 FL10447 Slopable/Skewable Hanger 3. PANEL WALL LSTA12 FL10852 Strap Tie LSTA12 A. SIDING Alside Coventry Vinyl Siding FL12103 +86.5/-86.5 psf B. SOFFITS Kaycan Ltd. 12"/16" Vented Soffit FL12199 +70.0/-70.0 psf C. OTH ER LSTA36 FL816-R1 LTS12 FL10456 Twist Strap LTW12 FL820-R2 LTS'l6 FL10456 Twist Strap 4. ROOFING PRODUCTS 1-TS18 FL10456 Twist Strap LTW18 A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 and AR), XT30 (and AR) FL5444-R2 N/A B. UNDERLAYMENTS Tension Tie LTS19 FL822-R1 LTT20B C. ROOFING FASTENERS LTS20B FL822-R1 LUS26 FL10655 D. ROOF VENTILATORS Southeastern Metal Weather Vent FL11024 N/A JUS414 FL821-R1 Florida Metal Products, Inc Vent RVI 0 FL2075-R4 N/A E. ROOFING TILES FL11473 FL11470 Embedded Truss Anchor Medium Girder Tiedown HTA24-18 MUGT-15 FL859-R1 FL11910 F. ROOF TILE ADHESIVE Strap Tie KST248 1-1_822-R1 MST60 G. OTHER KST260 FL822-R1 MSTAM36 FL11473 Strap Tie for Masonry MTS12 FL10456 Twist Strap 5. SHUTTERS MT S16 FL10456 Twist Strap MTW16 A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 +103.0/-103.0 psf MTS20 FL10456 Alufab Galvanized Steel Storm Panels FL4804-R2 +104.0/-104.0 psf FL10456 Twist Strap MTW30 FL820-R2 6. STRUCTURAL FL822-R1 PA51 FL11476 Foundation Strap TA51 COMPONENTS SP1 FL10456 Stud Plate Tie SPT22 A. WOOD CONNECTORS/ Simpson Strong -Tie Stud Plate Tie see chart FL817-R1 SP4 ANCHORS USP Structural Conn. SPT4 see chart _ B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197-R3 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod, Versa -Lam SP FL1644-R2 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645-R2 N/A D. MATERIAL FECP Corp. (Cast -Crete) High Strength Concrete Lintels FL158-R3 N/A Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 N/A Lott's CP Lintel FL12045 N/A Commercial CP Precast & Prestressed Engineered Conc. Lintels FL1774-R2 N/A Powers Steel, Inc. Power Box Lintels FL6264-R1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Simpson & JSP Cross Over Chart with Florida Product Approval Numbers Simpson Produc Florida (Product USP Product Florida Product ct Approval Product Description Number pp R roval Number Number Number Number A34 FL10446 Framing Anchor IMP34 IFL822-Rl ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10852 Coil Strap Tie R3300 FL822-R1 H3 FL10456 Ht.lrricane Tie applicable ccdo and Otis report. In the event of a conflict RICH FORD, VERMONT 05476 H10 F 10 56 L 4 Hurricane Tie - R X16 FL565-R3 H2.5 FL10456 Hurricane Tie RT7 FL565-R3 H6 FL10456 Hurricane Tie LFTA6 FL820-R2^ HCP2 FL10447 Hip Corner Plate Connector HHCP2 FL817-R1 F-IDQ8-SDS3 FL10441 Holddown UPHD8 FL817-R1 HETA16 FI -11473 Embedded Truss Anchor HTA16 FL821-R1 HETA20 FL11473 Embedded Truss Anchor HTA20 FL821-R1 HGUS210-2 FL11468 Truss Hanger THDH210-2 FL821-R1 HHETA40 _ FL11473 Embedded Truss Anchor 2A USES In jurisdidiorts enruming the IRC, installation much comply HSUR/L410 FL10655 Heavy Skewed U Hanger areaswhare the baeluwind speed(3.7suundgust) is lass than (soffits). HTS16 FL10456 Heavy Truss Strap HTW16 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTW20 FL820-R2 HTT16 FL11496 HD/Tension Tie HTT16 FL821-R1 HTT22 FL11496 HD/Tension Tie HT T_222 FL821-R1 HUS410 FL10531 Joist Hanger HUS410 FL821-R1 HUS412 FL10531 Joist Hanger HUS412 FL821-R1 HUSC410 FL10655 Joist Hanger HUSC412 FL10655 Joist Hanger ITT FL10667 TF I -Joist Hanger THG _ FL815-R1 IUT FL10531 I -Joist Hanger THF FL815-R1 LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-R1 LSSIJ210-2 FL10447 Slopable/Skewable Hanger LSSH31 FL816-R1 LSSU28 FL10447 Slopable/Skewable Hanger LSTA12 FL10852 Strap Tie LSTA12 FL816-R1 LSTA18 FL10852 Strap Tie LSTA18 FL816-R1 LSTA30 FL10852 Strap Tie LSTA30 FL816-R1 LSTA36 FL10852 Strap Tie LSTA36 FL816-R1 LTS12 FL10456 Twist Strap LTW12 FL820-R2 LTS'l6 FL10456 Twist Strap LTW16 FL820-R2 1-TS18 FL10456 Twist Strap LTW18 FL820-R2 1-TS20 FL10456 Twist Strap LTW20 FL820-R2 LTT19 FL11496 Tension Tie LTS19 FL822-R1 LTT20B FL11496 Tension Tie LTS20B FL822-R1 LUS26 FL10655 Joist Hanger JUS26 FL821-R1 LUS414 FL10655 Joist Hanger JUS414 FL821-R1 MBHA3.56/11.88 FL'10866 Masonry Beam Hanger NFM35X'1178U FL578-R2 META22 MGT FL11473 FL11470 Embedded Truss Anchor Medium Girder Tiedown HTA24-18 MUGT-15 FL859-R1 FL11910 MST48 FL10852 Strap Tie KST248 1-1_822-R1 MST60 FL10852 Strap Tie KST260 FL822-R1 MSTAM36 FL11473 Strap Tie for Masonry MTS12 FL10456 Twist Strap MTVV12 FL820-R2 MT S16 FL10456 Twist Strap MTW16 FL820-R2 MTS18 FL10456 Twist Strap MTVV18 FL820-R2 MTS20 FL10456 Twist Strap MTW20 FL820-R2 MTS30 FL10456 Twist Strap MTW30 FL820-R2 Tension Tie MTS27B FL822-R1 PA51 FL11476 Foundation Strap TA51 FL8'16-R1 SP1 FL10456 Stud Plate Tie SPT22 FL817-R1 SP2 FL10456 Stud Plate Tie SPT2.4 FL817-R1 SP4 FL10456 Stud Plate Tie SPT4 FL821-R1 U24 FL10655 Face Mount Joist Hanger ET FL11506 Epoxy iTiten HD Titen FL2355-R3 Anchor 717.MO.3747 - Fix 717 -MG -0355 - HR Engineering, Inc. 1418 E. Mari;et St., shite B York, PA 17403 21 January 2009 Nick Thompson, Product Manager- Siding! &. Nletuls Associated Materials, LLC 3773 State Road Cuyahoga Falls; Ohio 44223 RE: Florida Evaluation, C;ovenu.y Vinyl Siding, FB'C 2007 Dear Mr. Thompson; Tho following Associated Materials Vinyl siding product Coventry has been tested and analyzed in conformance Willi AST3vI D 3679-05 as required by Fjoiida Building Code 2007, paragraphs 1404.9 arid 140:7.13, pli)sFlorida Residential Code 2007, paragraph 7013.11 Structural testing to A�ST7M D 5200, as required by A TNI D 3679, was dune at Architectural Testing, Inc. and is reported in 77945.01-109-40 and 82537,01-109-40. Tol5ling was done for Ahido, inc., which is owned by Associated Materials, LLC. Cov,erury vinyl siding isproduced in 5 eoniigurations, Double 5", Double 5" Dutchlap, Double 4", Double rt" Dutchlap, and Triple 3"; all ovith a thickness of 0.042" A strengthening feature of this product is that it has a "rolled edge nail horn", which farms a double thickness at the nail hum edge, I have }.tc;,rformcd a combination of rational and comparative analyshs on this product, wnieh includes the mandatory requirements of Annex A7,2.1 in ASTM D 3679 lim[allation must be. Over 518' ruinimuln uailarile sheathing or 14" minimum plywood. Installation fasteners must be roofing nails with 318" diameter head, 1/8" diameter shank, unci a minimum length of 1-5/8". 'Isle allowable design wind pressures for all 5 configurations including Double 5", laouble 5" Dutchlap Double =P` Double 4'r Dutchlap and Triple "" are F/-173 psf for 8" stud spacing„ '/ 115.3 psf for 12" stud spacings, and -+1.86.5 psf for 16" stud spacing. 1n order to achieve these pressures, all studs mgsthaVe nails in (hent and all nails must be in studs. The above values can be coufparesl directly to the required wind loads in Chapter 15 of the Florida Building Cade. I trust that this information is sufficient for the project nerds. If there are any questions about this report, or if anything additional is required, please advise tile. „ a.. Sincerely Your, Allen N. reeves, P. E. `structural Engineer ANR:anr Florida License No. 19354 Cc: 09010005 .� J �NNZr.7RY 2 oaY r k _. 717-846.3141 HR Engineering, Inc. 1418 E. Marko[. St., Suite B York, PA 17403 Ted Berman, P.E., Administrator, Florida Buildinj4 Crxie Conielission Ted Berman aril A 1ociates, LLC. 925 41St Street, Suite 104 Miami Beach, Florida 331,10 RE: Certification of independence Dear Mr. Berman; Installing soffit and fascia Please note: Nlhough vinyl soffit's are manufactufed with the same exacting standards as all vinyl pfuducls; UV Inhibitors afu not added to the vinyl formulation as soffits are not exposed to direct sunlighL For this masun, vertical or horizontal -- -- - -- - ---- - instailaGon of soffits on walls is not recommended and cannot be guaranteed. fascia Installing trim Option A a When fascia isapplied without exposednailing, (( ••' i, t-Ulerxiil VII If open eavu: Sean F -channel to tho exleliur of the fascia with the top leg~; ., resting against life bottom of thWind. und. Secure Fchannul on wall, level with the f F -channel on the fascia. Will at With closed eavu: Us o a J -channel in place of the F -channel at the wall. Secure all Option A channols every 12' on center, in center of nail sots. Installing trim - Option 6 , '°'i° ee When soffit only is appliud, or when fascia panel is secured to underside Of wuod fascia. With openeave: Secure F-rhennel to the wall and to the inside of the fascia board, °rp' level with each other. Cut out back of channel to fit around rafters, if needed. gds With closed eave: Subslituto J-channelo for the F -channels. , Itb!)��F :06t wall' Secure all channels in the center of the nail slots, 12" en center. Clition B Installing soffit -,., I. Measure the distance belwuen tie Inside of the inside and outside Vlms. Allow { 1/4 pet sidu for expauslun and cul tie panels to length. Insert panels into trims. For eaves over 18' in width, you will need Iu install inlernnediatu nailing suppof is 'c to keep the soffit (font sagging. 2. Interlock panels as you would vertical siding. Closed soffit can be bowled every 12" on center. , d 3. When fascia panel is not being applied, use an Fchannet or J -channel at conhels Diagonal trim use Of the overhang to properly finish the installation. 4. When softis meet ata corner, the joint can uilha be diagonal (mitered) or square (both illustrated) Both methods are made w,th J -channel or H channel. "--•-�n,., F�t4° c .;.mac••• -- 4t, S Straight till) Ilse J-dvrr,n, H;tyirx74 fi Al d ���✓ / � �„" J r f ur 1 c ; n • r y,+ir',tf 0�',1�YCAN,.. ICC -ES Evaluation Report ESR -1495 Reissued November 1, 2008 This ropart is subject to 'u-exurninution in hvo years. www.lcc-es,grrl 1 (806) 423-6587 1 (562) 599-0543 ✓1 Subsidiary of the tnternationai Code Councih DIVISION: 07 --THERMAL AND MOISTURE PROTECTION 4.0 INSTALLATION Section: 07400- Siding 4. Using a snap -luck punch, make 101-01 4.1 General: REPORT HOLDER: Installation of the swing, including tho panels, corners, static, ( re t strips, lrfnh and other accessory items, shall be in accordance KAYCAN LID. with thu manufaclurera published installation instrucliuns, the ONE MEMORIAL DRIVE applicable ccdo and Otis report. In the event of a conflict RICH FORD, VERMONT 05476 between the inanufacturers published installation instructions (802) 84B-7010 and this report, this report shall govern. A copy of the www.kavcan-corn manufacturers published installation instructions shall be on F -channel and snapping the top the jobsite at all [lines during installation. EVALUATION suBJECT: Solid sheathing and a water-re*istive barrier shall be edge into the under -,ill trim. provided bell![,(] the siding, as required by the applicublo KAYCAN PVC SIDING code. 1.0 EVALUATION SCOPE The allowable wind loads fire as noted In the prescriptive Double 4 inch Hunzunud requiromentsof the applicable code. See Section 4.2 for Compliance with the following codes, aPPlicafions in excuss of the prescriptive requiremonts or 1G• _ d" where the applicable code does not provide prescriptive u 2005 lnfernan'onal Buddiry� Cude" (IBC) ruqui[ernenls. • 2006 International Residential Code" (IRC) 4,2 Wind Resfatace: = 1997 Uniiwnr Building Caws'"' (UB(;) Design wind pro*sures must be dOtOmtined in accordance • BOCA" NaBoral Building Cale71999 (BNBC) with Chapter 16 of Ole IBC, SBC, UBC or BNBC or Suction 301.2.1.1 of the IRC. In areas where tho basic wind spcad (3- • 1999 Standard Budding Code° (SBC) second gust do not exceed 100 mph (45 nils) [80 miles per 12•_ 0" hour (36 m/s) (fastest mile) under the UDC], and One building Properties evaluated: height lis less than or equal to 4U feet (12 192 mm) in + Exterior veneer Exposure C areas, installation [[lust comply with the 1L' • 0" Prescriptive requirements of IBC Section 1405.13, BNBC • Wind resistance Section 1406.3.3, SBC Section 1403.9 or UBC Section 1406, Vented 10" as applicable. 2A USES In jurisdidiorts enruming the IRC, installation much comply Kaycun PVC Siding is used as an exterior veneer and as with Iho prescriptive requirements of IRC Section 8703.4 for claaurnmaterial un the uldemidff of exterior roof eaves areaswhare the baeluwind speed(3.7suundgust) is lass than (soffits). 110 mph (49 m/s) in Exposure B and dues not exceed g0 mph (40 m/s) In Exposure C or 05 mph (07 rids) in Exposure 3.0 DESCRIPTION D. For appliuniorn; in oxcess of Ile proscriptive[equfunuiut3, Kaycan PVC Siding is hoflZuutal and vellical top siding and the dodUn naist be in accordance with IRC Section soffits manufactured frons ngld polyvinyl chloride (PVC) R301.2.1.1. conforming to the foquironivnls of ASTM r 3070.', he siding For aplAcutions in excess of the prescriptive rc-quirornent3, Is used a`i aft exterior wall covering over solid sheathing and !lie Kaycan PVL: Siding has all allowable nayative wind load as soffiL'fhe siding has a plain- orwuod-grain texture and is of 70 psf (3352 Pa) (44 psf (2107 Pa) under [he UBC] when availablu In various colors with matching trill), co IMS. and altachud to a codo-complylng, rnininwm '-Inch-thick (10 Starterstrips..the Panels are aminirnumof0.040inch (I min) Inn), structural -rated OSB sheathing. 'fire siding uhall be [nick. Lmntldw range -from 10 to 12.5 feel (3048 to 3810 unr). attached With Of', inch -lung (38 muff), Inch -diameter -head. Panels are funned with an upper edge having nail slurs and if (lU met),'-inch•dfamoter-shank (3 min),conoslon-resistant lowor odge thaLhooks into the upperedge of the lower course. luuhnu nails spaced 6 inches (152 rem) an cunter. Thu The siding is produced in diffcrout profiles as des xibed in structural sheathing and framingto which- the siding Is Table 1 of this report. attached are outside the scope of lois report. !CC•('.Sfr„!„nrlvn itrywrr n,arMNla ro::rrr,ied w',r/via:ori::;;,,rrtlle(fer er'w,yvrfrc.'urfr�D,irrJ,;W ryac✓ncu.vu,Gl, urrJ, rcv'n,e Un•Y to Ce O.,u:r::e,t - - -- . � cn! flLc�Y,G/rr /,ne,go,raru rccmnr,Irnderro,:fv,irl:aw nrcrrtrr,mim,,,:,:ry LY fee Evore,nrran scnace. r,:c. eryr rr ur G,7,rlad, ,u ro "ny/rnJlny cv c,Au „u,ttcr i„ rhG rnFwrt, ,,a',rr to any p,a;ua.......I Ly d,, "p- rN��rw'roi Copyrishl C 2000 V;,rylo 1 of Z Fax 717-046-0355 22 January 2009 In conformance with Rule 9B-72.110, F 7\.C. "Criteria for Certification of Independence", I offer the following. I am a registered professional engineer if, the state of Florida with license utnriber 19354. 1 work in a two person consulting slructurat engineering firm, IIR Engineering, Inc.", of which '1 an, the n'I iority owner. In iffy work perforating an evaluation, I do cwt have, nor wilt 1 acquire, a financial interest in any company nrmufacturing or distributing product.; for which the reports are being issued, fit illy work performing an evaluation, I do riot have, nor will 1 acquire, a financial interest in any other entity involved in the approval process of tho product. I trust that this is sufficient for [he Florida Building Code Commission's requirements. If thole are any;questiaus about thi8 certification of independence, or if anything additional is required, please advise ine. Sincerely yours; HR Engineering, Inc. Allen N. Reeves, P.E. Chief Elwincer ANR:aflr Cc: Associated NiateriaL, LLC1 09010005 Installing soffit and fascia Installing fascia 1. Install an underill trim at life top of the fascia board. 2. Measuro d]slancu from the bo(lunh of Ihu F -channel to the top of Ute undursill Vim, and then subtract 1/4' for clearance. Cul panel to width. 3. Perforate the cul edge using snap -lock punch apploximately every 8", ensuring tho 'tabs' taco outnard. 4. Hook tie leg of the fascia panel over lire F -channel, and snap (he labs into the undersill turn. If sotft is not being Insialled, hook the fascia directly aver the fascia board. Analternative to snap -lock punch atachawnl is to slide the 101) of the fascist bohind nW h tial do uxi e. p J Overlapping fascia 1.Overlap fascia by cutting the bottom edge of the underlaying panel, leaving a 1 112" tab to W f rseded info overlapping panel. 2.Ovedap 314° (half the distanco of the notch). Capping fascia To make confer caps, cut a piety of vinyl fascia that is 6112" long. 1. Mark the vuncQal center inu on [Ile back of the pR„e. 2. Gut a g0° sect un of tho bottom Mange front Ute center, leaving a 45angle un either side. un&r.ul trim 3. U e a hand seamof or metal sbaf Pubedyc to fold fasaa piece PROFILE alone vertical centerline to make a fir J J nt-ane led corner. 60tp�' 44`'cit J eu:h9ltla 4. Using a snap -luck punch, make 101-01 G `f tab )u;t below no top edge of the 12'_6" 12• _ g" ( re t comer cup, making sure that tabs face 1 D-5 Ec oanca_ oulward. Install corner cap by�rh 12' - 0" D-5 Vertical Double 5 Ind, Vertical lock•m lite bottom over tie wtstirc J J Lewiston Doubt. •1.5 inch Horizontal t F -channel and snapping the top 4 10'- 0" Ocean Park Bav,l edge into the under -,ill trim. �`1I i' Irxhlrt�� 3 Ocean Park Cove 11r 1 v jp• _ 0.0^ 7v i Double 4 inch Hunzunud ._ M �yy,33�rr�r�,,,rr 0.2 y Double 4 Inch Horizontal Dutch Lap KA3''.�P� id ESR -1495 1 MMI WldolyAucvpfud and lrustad Wind leuislanco of the sutfd panels is outside the scope of INS report. 5.0 CONDITIONS OF USE The Kaycan PVC Siding described in ihfe report contpliesw•ith, or is a suitable alternative to what fs;:pocirhed in, those codes listed in Section 1.0 of this report, subject to the fulluwing ccndituns: 5.1 The siding in limited to installations oil buiWinga of Type v-6 (IBC), Type 5B (BNBC), Type VI (SBC), and Type V -N (UBC) construction, and to construction permitted by the IRC, as applicable. 5.2 The extortor walls shall be braced or sheathed to resist rucking loads with approved rnaturlals if, accordance With of the applicable code. 5.3 The sWiny shall be installed only on exterior walls over Solid bhealhing capable of rusfstug design wind pressuros both positive and negative. 'Fin uheathing shall be covered with, a water -resistive barrier, as required by the applicable code. Inc ra.mnrnl Fascia installation nosh) Fascia overlapping Fascia copping Page 2 of 2 5.4 The siding Is manufa cturod in Richford, Venuont, under a quality control progrenl vriul inspections by Architectural' resting Inc. (AA -670), 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's published inratallaliorl inshuutfuns. 0.2 Data In accordance with ttu ICC -ES Evaluation Cuidulinu for Vinyl Siding (AC37), dated October 2008. 0.3 Quality docunhentatlon in accordance with Iho Acceptance Criteria for Quality Documontalion (AC 10). 7.0 IDENTIFICATION Thu Kaycon PVC Siding described in this report *hull be Idenlihed by a stamp hoofing the Kaycan Ltd, name and/or tradurri the product type, the statement "Confouns to ASTM *poclficalion D 3079," the staterneni"Conforms to UBC Standard 142', the name of the inspection agency (Architerlural Testing, Inc,), and the ovaluation report number (ESR -1455). TABLE 1-KAYCAN PVC SIDING MODEL PROFILE LENGTH a _card & Batten S:nglc 7 inch Vertal 101-01 U-4 Avant 0-4 Marquis Double 4. i.. Horizontal Du 1, Lia tic p Double 4 Ind, I-lortzonwl 12'_6" 12• _ g" D- i CunPessa Double 5 inch Horizontal lip• _ 0^ D-5 Ec oanca_ Double 5 inch Horizontal Dutch Lap 12' - 0" D-5 Vertical Double 5 Ind, Vertical fry _ 0" Lewiston Doubt. •1.5 inch Horizontal 12' 0" Newport Single 0, inch Horlmntal 10'- 0" Ocean Park Bav,l Double 4.5 inch timiznntal- 12' - 0'• Ocean Park Cove Double 4.5 inch Itodzoniet jp• _ 0.0^ Planum Series D-4 Double 4 inch Hunzunud ._ M Platinum Series 011 b,0Lup Double 4 Inch Horizontal Dutch Lap 1G• _ d" Planum Scrlvo T-3 Triply 3 inch Horizontal 12' • 0•, Pcova Double 4.5 indn Horizuntul 12' - 0" Slorla T-3 Classic Double 4.6 Hwizontal Triplo 31mr, Horizontal Dutch Lap 12• _ C" 1'J.'-0" T -a Hwizonlal -_ rnple 3inch Hodzontal 12•_ 0" Vented A" Double 4 inch Pedurated Satlt 12•.0" Vented 10" Doublu 5 inch Pcdonrled Sottll 1L' • 0" - 5'ulid 10" Cmriur Vcnlud 12'/Svhd 12" _ _ Double 0 inch solid sufrit Triple 4 inch ParialPurforatud SWGt 12•.0" Vented 10" Quadlvple 4 tldn Plyudoratrrd 8uttit 1L•. r3" solid 16' For Sl:I Inch '5.4 rem_ ,. Quudwpl0 4 inun Solid `:villi 12• - e^ 77 E Z r - ICC EVALUATION SERVICE, INC. N O70 (D U Q) O Q O 0 ICC Evaluation Service, Inc. A.- (D a financial interest in any company manufacturing or distributing products for which Q.� evaluations are issued. _0 S 0 C manufacturing or distributing products it evaluates. Q O Q O company manufacturing or distributing products for which reports aro being issued. N C� � O ._ M LL - O CO. WOO L. Un Nosse - President O n� l_U) U) E Z r - W 73 Q Q J SHEET NO. PA 1.0 ) V 0 r 1 r 1 0) QD CD ICC EVALUATION SERVICE, INC. 1 Evaluate • Inform • Proccct >� L,4 Ar'4c1. DmincnrTteg[pnal office • 5360 eXrnrkn:an NiIt Rr:nd • Whreder, CA 90601 (562) +99.0543 Ph'- - (36z) 695-1694 h. ry Certification of Independence for Evaluation ICC Evaluation Service, Inc. (1) ICC Evaluation. Service, Inc., does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products for which evaluations are issued. (2) ICC Evaluation service, Inc., is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. (3) ICC Evaluation Service, Inc., does riot have, nor will acquire, a financial interest in any company manufacturing or distributing products for which reports aro being issued. (4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. ;414r lD�.--r"-' WOO L. Un Nosse - President ICC Evaluation service, inc. Am Ai auai,,.,r,n.r:,.,.t qll<e+35W'Norivan ,tlitl NoraNh 4ar7u,n,a "•:;c01•I10r)577A717 w,tv.tcc•a.Vry Rryonal (Rocs . iy� Lr.naclafr R,.ea, Su,,. .i, 0 n nghrm. Alabama 77:,7 a Ir07) 3979d�1 ftartuna(Ut!ice • 1057 Vl.�t il,r„mn,t A.nJ, C,rv„nr Club If 11,, Ill n,•u oC173 . IIQ 31 199.2305 W 73 Q Q J SHEET NO. PA 1.0 ) V 0 r 1 r 1 0) QD CD