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HomeMy WebLinkAbout6389 Cobble Bliss St0 ALL WORK SHALL COMPLY WITH PREVAILING tv CODES FLORIDA BUILDING CODE, NAT!ONIAL ELECTRRCODE AND THE CITY OF Zi�PHYRkLS INDICATES (1) 15 VERT. WEAR IN MASONRY CELL A/C PAD FILLED SOLID-1111 CONCRETE VERT. KINF. SHALL BE HOOKED INTO BEAM ABOVE 4 BELOW. PROVIDE I 25'MR LAP WHERE SPLICED 4 WIRE TOGETHER 501-01 3'-6'X3'-6' A/C PADS LOCATION (MIN, VA13OVE 51-41 41-21 61-41 51-01 1'-4- Y-4- 31-81 FINISHED GRADE) lo 05 CONC. PAC) ELEVATION M HB, A/C PAD W 04 S3t 0 Ell ■ 0 0 65 SLAB RY. W ...................... ............ .. .. .. . ................. . .. . ....... I 1/2'xbAT SGD . .. . . ........ --------- - iII0— J" .. ....... ..... §TInI�j _7 ■ OL ELEVATION AT ■'r (ASNMED) . ................................ . ------------ - 31/2'MIK (4' NOMINAL) CONC. SLAB ON GRADE W1 6x6 WIA x WIA MESH IN TOP OF 11/2' OF SLAB OR 4' FIBER MESH CONC. SLAB OVER POLY . .... .... ..... . .. ... ......... .... .... .... ... .... .... .... .... .... .. VAPOR BARRIER ON COMPACTED AND TERMITE TREATED GRANULAR FILL .... ..................... .............. ....... o ELECTRICAL 4 - - - - - - - - - - - - - - - - - - --- - - - - - I CONTROL JOINT - - --- - - - - - - - - 4 -■ I" DEEP DEEP INSTALL WEWAA�MOW PVC T FOR ELECTRICAL WIRES TO I . ............ ISLAND CABINET I I I - .............. ............ 7 ■ 4 (SIM) CC ELEVATION 53I W 0'-4' ................... ... ............ CONTROL JOINT 11 DEEP (SIM) rcc ■ ............. . ..... ........... ....... .... ........... .............. ............. ................ ................ ................ ........................ 14' STEP ccA oil CONTROL JOINT - - - - - - - - - - - - - - - - - - W.C. ....... ..... LAY. HB.-�- 0 .......... ............................................ ........ ... .. .............. ............... ........... ...................................... ■ - - - - - - - CONTROL J OINT ! - - - ol 2'-O'l 2'-1' e -- 1/2'xB 1/2' N RECESS ■MEN ml 1'-4' 31-41 11-4- L' 1:101 jl-V Xl A ELEVATION -(-) 1-1/2' FfP. ELEVATION CAN BE NO MORE u- THAN 1-1/2"BELOW TOP OF REVIEW DATE EGRESS DOOR THRESHOLD. CITY OF ZEPHYRH 0-01 "Ill-41 _7 e FIELD VERIFY. PLAN EXAMINED 13'-4' TO END WALL 11-41 Ir 29'-4' TO GARAGE WALL E Cz J— --- — — — — - - - - L - - - - — — — r L c1% 1/214 1/2, —m--m—jReEGE55MEN] NOTE: PROVIDE 11/2' PEP x 13' L WIDE RECESS, AND EXTEND 6' BEYOND AT EA END rA 41 31-41 of e "It -"S. [ - b 10 -1 d ELEVATION \.r ELEVATION CAN BE NO MORE 1777 7— -7-3 V3: THAN 1-1/2' BELOW TOP OF i: EGKS5 DOOR THRESHOLD. FIELD VERIFY. 53 53 FOOTING ONLY REa W1 OFT. GAS, W.H. 4 PIPE BOLLARD 11'-0 3/4' TO FOOTING -----------I J .5. H_+ O 114 3/4' TO FOOTING _w. FTG. . I ■ lo ---------- FoLim NOTE: MADE 11/2' DEEP x 13' WIDE RECESS, AND EXTEND 6' BEYOND AT EA END 53 T-10' Y-10' Y-10' 11-61 11-41 0' 41-81 21-01 V_01 161-01 21-81 6_01 51-81 1 e, 29'-4' -q 19 501-01 FOUNDATION PLAN I C4 SYMBOLS BUILDING SECTION KEY (Section No. over Sheet No.) INTERIOR ELEVATION KEY (Elev. No. over Sheet No) DETAIL KEY (Detail No. over Sheet No.) 0 WINDOW SCHEDULE KEY (SEE WINDOW SCHEDULE SHT, STRUCTURAL NOTE 0-+ HOSE 5155 N.B. 0 FOOTING SCHEDULE M SIZE REINIF-ORCM3 FI V-0, x V-0, (4) S EACH WAY 12, DEEP F2 3'-V' x 4'-&' (5) 05 (SHORT DIRL) (-I) 05 (LOWG DIRL) 20, DEEP F3 3'-0' x 5'-&' (5) 05 (SHORT DIR.) (8) 1 05 (LOWS DIPJ 16, DEEP, EF4 V-6, x 2'-6' 1 (s) s EACH wAy 191, DEEP. INDICATES DEPTH BELOW THE GARAGE FINISHED FLOOR FOUNDATION NOTES: I. SEE SHEET SN FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 3. THE FOOTING 15 DESIGNED BASED ON 2000PSF SOIL BEARING PRESSURE. CONTRACTOR/OLLNER SHALL VERIFY SOIL BEARING PRESSURE OF THE PROPOSED SITE. NOTE: BORACAR!E TREATED LUMBER 16 AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING IM14a OF PLANS FROM T1415 DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE DRAW TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION 56-M COMMENCEMENT OF MY CONSTRUCTION, ANY KV16I0NI5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT A;E MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DE61G*W5 OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. . ............ . . 101m,", I wmwl ............ DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 WW W' n . danscoengineeng.com CA 25948 o C) Z Lu 0 D (n Z L? CL 4- Z _2 00 t; w z Z Lu u i i O C) mm! uj < Lu Lu — Lu 0 V) :2 < V) < > Lu Lu _j 0 uj 00 Lu Lu Z < Cf1 < 00 ,'(D 0 WCV iy 01 00 UCY) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=l 08MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = --0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, U.0 AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.13.17 1.00 6TH ED. (2017) FBC UPDATES 12.29.17 1.01 PLAN REVISIONS TO HVAC ELECTRICAL --SPACE& 04.30.18 _ 1.02 REV. FLOOR TURSS LAYOUT 02.07.19 1.03 USE SIMPSON H10 ILO USP RT1 6A VER51.6 NOj.G3:'/-0:2.'07.19 41 < 0 7 C�) 01 C=) C") CL- Lu d co z 0 Lu z WV) , < N V, Lu Lu cr) 10 :E 00 Lu z:) Lu * z :�i Lj ZD uj 1-41.6 < F3 z Lu SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 390445 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 1 (D 011 CD PRE-ENG NEERED WOOD TRUSS a 24'O/C MAX. HURRICANE ANCHOR PER UPLIFT SCHEDULE 6' DIA STD. STEEL PIPE FILLED SOLID W/ CONCRETE DBL. SPP. TOP PLATE EMBEDED PIPE PROTECTED W/ CATALYZED POLYURETHANE C" WALL SHEATHING, SEE TYPICAL CONC. SLAB, SEE PLAN 2-STORY WALL SECTION DETAIL Z7 2x SPP. STUDS a 16' O.C. ..... 2 ROWS, 5/8'xlm' 'J' BOLT W/ 6' EMBEDMENT STAGGERED 9 24' �\ O.C., W/ 2' DIA x 'WASHER CONC, FOOTING, SEE PLAN b MIL VAPOR BARRIER USP MSTAM24 (OR EQUAL) W/ l9)10d 2'x8' P.T. PLATE COMP, SOIL, SEE PLAN INTO STUD 4 (5) I/4'x2-I/4' TAPCONS WEEP SCREED INSTALLED PER INTO CMU MARE, FIFE BOLLARD DETAIL USP MSTAM3b (OR EQUAL) W/ (13)10d 8'x8'xlb' KO. BLOCK W/ (U 15 CONT, 4 FILL SCALE: 1/2'=1'-0' INTO STUD 4 (8)1/42-1/4' TAPCONS SOLID WITH GROUT INTO CMU 130TH SIDES OF WALL 0 EA STUD (CENTER STRAP a TAM.) MASONRY WALL (DESIGN AS CANTILEVER) (1) ROW 2x BLOCKING a MID HGT. 1/2' CDX PLYWOOD OR 111b' O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS FOR WALL HGT. S 8'-6', (2) ROWS 2x BLOCKING + 3rd PT5 FOR WALL WALL S E G T I ON 'a F O �r E R AS INDICATED ON THE PLAN. ATTACH WGT. > 8'-6', SHEATHING W/ Sd COMMON NAILS ® 4' O.C. a SEE SHT 53 FOR SEE ADDITIONAL TYP.1 STORY WALL SECTION FOR SCALE: 3/4'=1'-0' W-ORiATION A g I e S e 12' a INSULATION CHART wwv/ RIE , b O.C, EDGE ,AND O:C. FIELD 2x STUD a EA. FLOOR TRUSS (24' D.C. MAX) 5/814 x 10' 'J' BOLT • 24' USP SPT22 CONNECTOR O.C. W/ 2*3/16' PLATE 2x P.T. BOTTOM PLATE Y4 xb' LAG WASHER (TYP.) SCREWS AT. 2' 6x6 WIA x WIA USP MSTG40 (0' O.G. 3 1/2' MIN, WWF OR FIBERMESH ABOVE STAGGERED D D A D.. D D '4 D 31/2'(mina- 4'x x x / ..,....a, 3 1/2 °lm in.) - 4" A 4D.. A D D \\\ D\� USP M5TC40 (2) 05 CONT- i % /�\/�� / /./ USP HTT16 ABOVE 8' I'-8' 1'-0' U.N.O. MIN. 00°�IN iJ>4I1_ E3)45 GO NN GION DEVIL SCALE: N.rS SYMBOLS BUILDING SECTION KEY (Section No. over Sheet No) INTERIOR ELEVATION KEY (Elev. No. over Sheet No.) DETAIL KEY (Detail No. over Sheet No.) 1355 SF, 1644 S.F. 2999 SF. 649 S.F. 45 SP. 39 SF. TOTAL_ AREA: ELEV. 'A' 3693 SF. ELEV. 'B' 3681 SF. WINDOW SCHEDULE KEY O (SEE WINDOW SCHEDULE SHT.) * * * * * * NOTE r0 TRUSS COMPANY: A.N. STAND DIMENSIONS ALIGN TRUSSES TO O— STRUCTURAL NOTE GAS = 6' N. x 36' W. x 52' L. ALLOW FOR A.N. TO ELEC. = 24' H. x 3V W. x 52' L. BE ALIGNED. O —+ HOSE BIBS * H.B. WINDOW 5GHEDUL FIRST FLOOR WINDOWS MARK TYPE ROUGH OPENING HEAD HEIGHT CLEAR OPENING A 355H 54' X 63' 1'-0' 48312' WIDE X 2625' HIGH B 236H 38' X 39' 1'-0' 33312' WIDE X 15.15' NIGH C 25614 38' X 63' 1'-0' 33312' WIDE X 15.15' HIGH SECOND FLOOR WINDOWS MARK TYPE ROUGH OPENING HEAD HEIGHT CLEAR OPENING D 25514 38' X 63' (FRAME) 1'-2' 33312' WIDE X 2625' HIGH E 1/2 335H 21' X 0 (FRAME) 1'-2' 23312' WIDE X 15.15' HIGH CLEAR OPENING S.F. SBI S.F. 3164 SP. 5.85 SP. CLEAR OPENING SP 5B9 SP. 255 SP. NOTE: ALL INTERIOR ANGLE WALLS ARE AT 45 DEG. SILL HEIGHT 1'-10, 3'-10, SILL HEIGHT 2'-1' 3'-11" A/C PAD '-0' 5'-4' 9'-6' 6'-4' 10'-1' 10'-3' LEGEND A/C PAD VERTICAL 1REINFORCMENT IN C.M.U. SHEAR WALL W/ (I -NO.5 BAR IN (SPAN OVER GROUTED CELL TYPICAL UN,O.t HOOK INTO TIE BEAM AT TOP 4 2 o1�NINGS) F0071NG AT BorroMa +242 / 26.4 PSF 140MPH 1 +242 / -26.4 PSF IdOhfiH 23.4 / -25b PSF 140MPH 1 H.B. 1 +25b / -21.1 PSF 140MPH 8.4 PSF 145 MPH ® ® +16.1 / -28.4 PSF 145 MPH +252 / -215 PSF 145 MPH © 215 / -198 PSF 145 MPH FILL CELL TO ONE COURSE ABY PIPE (NO REBAR) CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT B @ \ 6 8 SL,• D J - — — — O.H.C. ® — — — — O.N.C. — TO BE FILLED UNLESS SHOWN ON THE PLAN) I\ 'x x/ ` "SINK ��\ 8' -8' TOP OF MASONRY 19'-0' 8' `\ 12 -5' \: !1'- �'` , ,' / Q• I BEARING WALL 1X STUDS a 16' O.C. W/ 1/2' GYP. (URO. ON PLAN) is / 2 2X STUD W/ 1/2' GYP- , � 34' HIGki+ \ SAL L� _ FLOOR PL4N NOTES" FAMII_i ROOM I NO - - - - - - - s X� 14 TER E L — IS'-4' x lb'-6'IN, 1. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND 8'-V FLAT CLG col st _A .>:I At I'Lh ` \ \' I 1►1�tAI I Atirol ulrnex+Atlrol I \ f; I ' . ' MANIEACTUi�R /01 10 I(D T� OL 5. EXTERIOR WINDOWS AND DOORS SHALL BE LABELED WITH A PERMANENT LABEL, GG (W/ STUDS a g 1/2 WALL OR SPINDLES \' ;' — — — + ,�.. �.: b 1 TO COLUMN D MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND 83 Ea TRUSS) R CUSTOMER sPEcB. ' ,, 2 ,/ `/ .�. ; , - (5)SHELVES s3 PRODUCT. b. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN a+ N r .4 rt1 �F n av PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL 13E PERMITTED TO BE UP 16 SE `A 83 `" FRI`l. SHEAR WALL 1 W DIVIDED BY Ob. !2) 10, T. 4 /-1 b' R �, (SIM. W/OUT METAL q 1• OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL )3E EQUIPPED WITH INSULATED UPLIFT 4 l2) STUDS Sa THRESHOLD SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR co o WALL a EA SET OF TRUSS) PROVIDE WEATHER PIPE BOLLARD (W/ HONEYCOMB -CORE STEEL DOORS NOT LESS THAT 13/6 INCHES THICK, OR 3 T STRIPPING AROUND OPTION GAS W.H. ONLY), (5�13 20-MINUTE FIRE -RATED DOORS. 3 SrORACsE �66� �, T PERIMETER aF DOOR SEE DET. A/1 8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS M UNDER STAIRS CC S3 3 CAP, C >4R,4GNOTE: WA SHALL BE ELEVATED SEPARATING THE DUELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE SHEET STEEL, I INCH MINIMUM RIGID NONMETALLIC CLASS 0 = V HEAD HG'T. — — — — ' - (SIM, W/OUT 30' 0' x 20' b' MIN. IS' ABOVE GARAGE FP. V - - 0 OR CLASS I DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE -b+ ) UPLIFT 4 STUD 8'-8' FLAT cLG. OPTION GAS W.H. ONLY OPENINGS INTO THE GARAGE. \ 2 >\ a EA, TRUSS) 3'-4' 4'I i 5' 8` 5' 19'-I0, — — — I0'-10' lo I I �22' 1ST FLOOR St'RUCTUR14L NOTES 'FLAT; P G. B.F. \ 'STEP �, x -16' ATTIC L — — — ACCESS ABV, V �. OI PROVIDE (I) # 5 CONT. IN 8" P.C. LINTEL 4 (I) + 5 IN 8" K0. BLOCK ABOVE, �'� ` ' 22'X39' R0. W.C., W.C. ,� � (4) 8.::-8' F TLA, irl.G. ; `, ; f '\ LINE OF GARAGE DOOR LINE OF GARAGE DOOR FILLED SOLID WITH GROUT. HB LAY. _ N !' J IN OPEN POSITION IN OPEN POSITION HB• 0 NOT USED `— — — — — — — — — — — — — — — — — — — -- r---------� PROVIDE (1) 0 5 CONT. IN 8" P.C. LINTEL W/ 2" RECESS 4 (1)0 5 IN 8"K.0. BLOCK rr ¢O \y I I I ABOVE, FILLED SOLID WITH GROUT E I I I ® (2) 2x12 SPK HEADER W/ 1/2' PLYWOOD FLITCH 4 (1) USP LSTAIS • EA. END. toPROVIDE (1) JACK 9 EA. END OF HEADER W/ (1) USP WTT16 a BASE UND ON THE IT-V b'% ` I 20'-2' 18a I S3 10'-10' I PLAN. (REFER TO DETAILS W64 4 Q/64 FOR ADDL. INFO) L�i( I ¢ I I O (3) 2x4 BUILT-UP COLUMN 12' 0' x 12'-0' S3 I I Sao Zl 8'-8' FLAT CLG. 16'-0' x 1'-0' R GARAGE OR - 8'-0' x 1'-0' OA. GARAGE DR O6 (I) JACK UNDER HEADER AND (3) STUDS W/ (i) USP HTTIb a BASE O — — — — — — (5) 2x4 BUILT-UP COLUMN W/ USP 14716 0 BASE -- -- — +223J-153F'SF ,d, ,4LINE OF 2ND— ----- 8 3 I 1 +242 / -21.1 NSF 145 140MPN MPH 1 53 (SIMa 8 (2) 24 BUILT-UP COLUMN W/ USP HTTI6 a BASE 83 FLOOR ABOVE I +21.4 / -238 PSF 140MPN LINE OF CANTILEVERED O +245 / -26b PSF 140MPN I +23.1 / -258 PSF 145 MPND FLOOR gBpVE ® (3) 24 BUILT-UP COLUMN W/ USP HTTIb a BASE +248 / -32.1 140MPH +248 / -21.0 PSF 140MPH 263 / -18b PSF 145 MPH I (ELEVATION'S') ONLY +261 / -35J 145 MPH +261 / -29.0 PSF 145 MPI4 PORCH `Q O9 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR PAU44 9 BASE, PROVIDE MIN. 6' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIV. FOR — 8' -8' CL'G, HGT. ANCHOR BOLTS A © 1 © O (2) 2X8 SPM BEAM W/ USP HTW20 a COLUMN 4 USP THD28-2 MASONRY HANGER 1 AT WALL END, USING (6) 3AV X 13/4' POWERS FASTENERS. EXTEND BEAM PAST 2 OPENINGS) S3 PAN OVER COLUMN TO SUPPORT GABLE TRUSS. 2 I� 4'-V ell 3'-10, 3'-5' 2'-0' ee 4'-8' 2'-0' 0' I6'-0' 2'-8' 8'-0' I'-V II (2) 2X8 SPF 2 BEAM W/ USP THD28-2 HANGER 9 BEAM END 4 USP THD28-2 12'-0' 29'-4' MASONRY HANGER • WALL END, USING (6) 3/16' X 13/4' POWER5 FASTENERS. NOTES: * I I. POKIER BOX LINTEL (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL. FOR EQUAL DEPTH 4 OWER FLOOR L. I �l INFO) ENT INFO AS INDICATED ABOVE (REFER To POWER BOX LINTEL CATALOG FOR I SCALE: I/4'=1'-0' 1. PROVIDE MM. 8' EMBEDMENT FOR HTTIb ANCHOR BOLTS. ANCHOR BOLTS TO BE ALL THREADED ROD INTO SIMPSON SET-XP EPDXY, SIMPSON TITEN ND, OR J-BOLT. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE YR I K 13UILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND +245 / -26b P5F 140Mf'H ' FL CLG 5 I 54 CONSTRUCTION.ADHERENCE TO BUILDING CODES PRIOR TO COMMENCEMENT OF ANY / -2816, PSF I >A W 1145 MPH I •.' ' LINE OF 2ND STORK' s PORCH 10 V-8' CL'G. HGT, 11 ,n FLAT SOFFIT g 16, SQ. CMU COLN BASE SEE DET. 9/45 FOR COLUMN DETAIL ee I'4' 3'-4' 1'4' I'-4' 13'-4' TO END WALL 1'-4' t29'4TO GARAGE WALL I III � AKI ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THA1 A1E MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. E ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. • R312.13 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm), IN DIAMETER EXCEPTIONS: 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY THE RISER TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE b INCHES (153 mm) IN DIAMETER 2. GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 3/8 INCHES (111 mm) IN DIAMETER • HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT- HANDRAIL ENDS SHALL BE RETURNED OR SHALL TEF411NATE IN NEWEL POSTS OR SAFETY TERMINALS AS PER SCALE: I/4'=1'-0' FRG bTH EDITION (2011) R311.1M . • ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH H;r- 6TH EDITION (2011) R311,1. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineefing.com CA 25948 O O N Lu O O n � (M z0 aN-, a.WL^ ZH 0— <�¢ 0 Z W Z� LiJ J O O W_ Q w C ^ Z Lu ��O V) ]2� V) Q W —� r/OWQ m W W r-(Dx m O U (DCie v o0, (NiU CID w co1-0 Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =-F0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWINGONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBBED. REVISION: DATE DESCRIPTION 12.13.17 1.00 6TH ED. (2017)FBC UPDATES 12.29.17 1.01 PLAN REVISIONS TO HVAC SPACE 8, ELECTRICAL 04.30.18 1,02 REV. FLOOR TURSS LAYOUT 02.07.19 1.03 USE SIMPSON HI ILO USP RT16A VERS-QN'NO ,1,0� f 0247,.19 J' 4 c<I o - CL O LL � J O W Q = U W (�� �N h Q - = N A CV W wM = 10 0 } w W r* w#It Z Q LU = LLI 114 LL1 W ❑ ❑ SHEET TITLE: LOWER FLOOR PLAN GENERAL NOTES & INFO SHEET INFORMATION: JOB NO.: 390445 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 2 O C) 00 1 LO SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS §P_0�0�SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-0B 8F16-0B 8F20—OB 8F24—OB 8F28—OB 8F32—OB 8F8-1 B 8F12-1 B 8F16-1 B 8F20-1 B 8F24-1 B 8F28-1 B 8F32-1 B 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 (1 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 (3s) 7342(19) 8733 (19) 10127(19) 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) 6036(19) 7181(19) 8328 (2o) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37) 8825 (14) 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467(44) 6472 (15) 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 (37) 6390 (47) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(3s) 4754(45) 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 1 3127 4006 582 945 1366 1846 2423 3127 1 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 1 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 ' "( ") PRESTRESSED 15 -4 184 N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4"(232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4"(256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 1 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 1 250 450 1 654 1 884 1092 1 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS §�0<qvSAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6—OB 8RF10—OB 8RF14—OB 8RF18—OB 8RF22—OB 8RF26—OB 8RF30—OB 8RF6-1 B 8RF10-1 B 8RF14-1 B 8RF18-1 B 8RF22-1 B 8RF26-1 B 8RF30-1 B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68'') PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060(34) 7917(19) 9311(19) 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (lo) 8060(39) 7402(19) 8706 (19) 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893(32) 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998(1s) 10893(48) 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 i 999 1568 2253 3129 4150 5891(4� (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ENGINEERING SPECIFICATI❑NS PRODUCT DESCRIPTION SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD PLF LENGTH TYPE 8U8 81`8 RCMU 3'-6" (42") PRECAST 1025 1024 1598 4'-0" (48") PRECAST 765 763 1309 4'-6" (54") PRECAST 592 591 1073 5'-4" (64") PRECAST 411 411 745 5'-10" (70") PRECAST 340 339 616 6'-6" (78") PRECAST 507 721 490 7'-6" (90") PRECAST 424 534 363 9'-4" (112") PRECAST 326 512 230 10'-6" (126") PRECAST 284 401 180 11'-4" (136") PRECAST 260 452 154 12'-0" (144") PRECAST 244 402 137 13'-4" (160") PRECAST 217 324 110 14'-0" (168") PRECAST 205 293 100 14'-8" (176") PRESTRESSED N.R. 284 91 15'-4" (184") PRESTRESSED N.R. 259 83 17'-4" (208") PRESTRESSED N.R. 194 64 19'-4" (232") PRESTRESSED N.R. 148 52 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 40 24'-0" (288") PRESTRESSED N.R. 91 33 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 0�0�0(2ug SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU 4'-4" (52") PRECAST 758 757 1164 4'-6" (54") PRECAST 694 693 1073 5'-8" (68") PRECAST 408 407 655 5'-10" (70") PRECAST 382 381 616 6'-8" (80") PRECAST 595 788 464 7'-6" (90") PRECAST 509 674 363 9'-8" (116") PRECAST 370 490 214 High strength precast concrete lintels designed to be unfilled or filled to ford a composite reinforced bears using concrete masonry units. GENERAL NOTES 7, Cast -in -place concrete may be provided in composite lintel in lieu of 1. Provide full mortar head and bed joints, concrete masonry units, 2, Shore filled lintels as required. 8, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 3. Installation of lintel dust comply with architectural 9. The exterior surface of lintels installed in exterior concrete masonry walls and/or structural drawings. shall have a coating of stucco applied in accordance with ASTM C926 4, U-Lintels are manufactured with 5-1/2 inch long notches at or other approved coating. ends to accorlodate vertical cell reinforcing and grouting, 10, Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal 5. Reference the CAST-CRETE Load Deflection Graph (lateral) loads should be checked for the combined loading with the Brochure for lintel deflection information, following equation: 6. Bottom field added rebar to be located at the bottom Applied vertical load +Applied horizontal load 110 of lintel cavity, Safe vertical load Safe horizontal load - SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS §F�019�SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 3'-6" (42") PRECAST 1569 2655 3524 4394 5263 6132 7001 1569 2655 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 1363 2305 3060 3815 4570 5325 6079 1363 2305 3060 3815 4570 5325 6079 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 1207 1 2040 2707 3375 4043 4711 5379 5'-4" (64") PRECAST 1016 1715(11) 2276 (a) 2838 3399 3961 4522 1016 1715 2276 2838 3399 3961 4522 5'-10" (70") PRECAST 909 1567(1s) 2080(13) 2593 (s 3107 (s) 3620 4) 4133 (3) 929 1567 2080 2593 3107 3620 4133 6'-6" (78") PRECAST 835 (12) 1407(26) 186821) 2329 18 2790(16) 3251(1a) 3712(12) 835 1407 1868 2329 2790 3251 3712 7'-6" (90") PRECAST 727 ( 1065(26) 1624(31 2025 (ze 2426(2s) 2827 25 3228 (2a) 727 1224 1624 2025 2426 2827 3228 9'-4" (112") PRECAST 591 708(25) 1136(34) 1474 34 1815(34) 2157(34) 2500(34) 591 862 1318 1643 1969 2294 2619 10'-6" (126") PRECAST 530 575 2a 916 (33) 1188 33 1461(33 1736 2011 33 530 695 1180 (8) 1472 (4) 1763(2), 2055 2346 11'-4" (136") PRECAST 474 504 (23) 800(32), 1037 32 1274(32) 1513(32), 1753 (32) 494 607 1042(lo) 1372 (11) 1643 (s) 1915 (s) 2187 (5) 12'-0" (144") PRECAST 470 (9 458 23 724 (31 938 (32) 1153 (32 1369 32 1585(32) 470 550 940 (lo) 1302 15 1560(13) 1818(11) 2075 10 13'-4" (160") PRECAST 418 1s 386 (22) 607 (30) 785 (3o) 964 (3o) 1143(31) 1323 (31) 428 460 780 (9) 1159 21 1418 (2o) 1653(19) 1887 (n) 14 -0„ (168) PRECAST 384 15) 358 (21) 560(29) 724 3o 889 (3o) 1054 30 1220 (3o) 410 425 717 (9) 1063 (21) 1358(23) 1582(22) 1807 (21) 14'-8" (176") PRESTRESSED 239 334 (21) 520 (29) 672 29 825 (29)1 978 29 1131(3o) 246 395 663 s 980 (2o) 1303 (2s) 1518(25) 1734 (24) 15'-4" (184") PRESTRESSED 224 313 20 486 (28) 627 29 769 (29) 911 29 1054 2s 230 368 616 s 908 (29) 1240 28 1460 2 1668 28 17'-4" (208") PRESTRESSED 187 263 (19) 405 (25) 521 z 638 (27) 756 z 873 27 192 306 506 (8) 740 (19) 1005 27 1271 31 1473 31 19'-4" (232") PRESTRESSED 162 229 (1� 348 25 447 25 547 25 647 25 747 (25 166 263 429 s 623 (18) 841 26) 1059 30 1227 30 21'-4" (256") PRESTRESSED 142 204 16 307 23) 393 (q 480 23) 568 za 655 (24) 142 232 373 (> 537 07 721 (25) 905 29 1048 (2s) 22'-0" (264") PRESTRESSED 137 1 197 (o) 295 (22) 379 23 462 23 546 23 630 23) 137 223 358 m 513 17) 688 (24) 863 28 999 (28) 24'-0" (288") PRESTRESSED 124 179 (14) 267 (21) 342 21 416 (21 492 21 567 (22) 124 202 1 319 (7) 455 (16) 606 (g 757 (2 876 (27) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS §�00@u SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T BRF18-1T 8RF22-1T 8RF26-1T 8RF30-1T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1668 2362 3056 3751 4445 5140 905 1668 2362 3056 3751 4445 5140 4'-6" (54") PRECAST 867 1604 2272 2939 3607 4275 4943 867 1604 2272 2939 3607 4275 4943 5'-8" (68") PRECAST 675 126916 1797 2326 5 2854 2 3382 3911 675 1269 1797 2326 2854 3382 3911 5'-10" (70") PRECAST 655 120716 174611 2259 ( 2773 (5) 3286 2799 1 655 1233 1746 2259 2773 3286 2799 6'-8" (80") PRECAST 570 929(1s) 1530(22) 198019 2429(16) 2879(15) 3329(14) 570 1080 1530 1980 1 2429 2879 3329 7'-6" (90") PRECAST 506 742 (1s) 1364(3o) 1765 (27) 2166(25) 2567(24) 2968(23) 506 898 1364 1765 2166 2567 2968 9'-8" (116") PRECAST 395 468 (15) 884 (32) 1222 (33) 1540(34) 1859(34) 2180 (34) 395 560 1072 1386 1701 2016 1 2331 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. LINTEL SCHEDULE NOTE, QUALITY PRECAST LINTEL IS AN ALTERNATE OPTION, REFER TO SHEET LINTEL 22 FOR LOAD TABLES. e 4 noe 4 OR 0 e CASTCRETE 8F16-16/1T E e 4 n0- D POWERBOX 8x16-1B/1T E e 4 �- e 4 4 - 4 ode OR ono e n e G e C �O 0 _ 0 A 0 CASTCRETE POWERBOX 8RF22-1B/1T 8x22-1B/1T a H a 4 noe e C D - D owe OR ono 4 n 4 n e d e 4 U,6& i 0 0 a .0 CASTCRETE POWERBOX 8F24-1B/1T 8x24-1B/1T J J MATERIALS • Concrete masonry units (CMU) per ASTM C90 with minimum net area • f'c 8' precast lintels = 4000 psi compressive strenght = 1900 psi • f'c 8' prestressed, 6' and 12' precast lintels = 6000 psi • Rebar per ASTM A615 Grade 60 • f'c 4' precast lintels = 3000 psi • Prestressing strand per ASTM A416 Grade 270 low relaxation • Grout per ASTM C476 f'g = 3000 psi w/ maximum • 7/32 inch wire per ASTM A510 3/8 inch aggregate and 8 to 11 inch slump, ' Mortar per ASTM C270 Type M or S SAFE LOAD TABLE NOTES 1, All values based on minimum 4 inch nominal bearing. 8. For composite lintel heights not shown, use safe load from Exception) Safe loads for unfilled lintels dust be reduced next lower height. by 20 % if bearing length is less than 6-1/2 inches, 9. For lintel lengths not shown, use safe load from 2, N,R, - Not Rated. next longest length, 3. Safe loads are superimposed allowable load, 10. All safe loads in units of pounds per linear foot. 4. Safe loads based on Grade 40 or Grade 60 field rebar. 11, All safe loads based on simply supported span, 5, Additional lateral load capacity can be obtained by the 12. The number in the parenthesis indicates the percent reduction designer by providing additional reinforced masonry above for grade 40 field added rebar. the precast lintel, Examplel 7'-6' lintel Type 8F32-1B safe gravity load = 6472 (15) 6. One #7 rebar may be substituted f or two #5 rebars in 8' lintels only, w/ 157 reduction * 6472 (,85) = 5501 plf 7% The designer may evalute concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. E (SPAN OVER 2 OPENINGS) 0 0 H Q d" \_0 8'X12'X1/2' O MINIMUM BEARING O PLATES • O WOOD SHORE (2-2x4 C❑LU BLOCK SHORE O MINIMUM) 01 11 IT IS RECOMMENDED TO SHORE LINTEL IN THE MIDDLE OF SPANS GREATER THAN 8'-0' AND LESS THAN 154'• ON SPANS GREATER THAN 16'-0' PLACE SHORING AT 8'-0' CENTERS, MAKE SURE SHORING IS SQUARE TO LINTEL AND SECURE, MAKE SURE SHORING SUPPORTS THE ENTIRE WIDTH OF THE BOTTOM OF THE LINTEL, POWERBOX8 LINTEL SHORING DETAILS SCALE: NTS TOP 0F BLOCK @ +8'-8" A,F,F (UNLESS NOTED OTHERWISE) H � E (ELEV. "A" ONLY) UE E (ELEV. "A" ONLY) (SPAN OVER 2 OPENINGS) O NOTE: THE LINTEL PLAN PROVIDED HEREIN BY DANSCO ENGINEERING, LLC, IS INTENDED TO BE USED FOR STRUCTURAL INFORMATION ONLY. UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLAN OUR CALCULATIONS ASSUME A 16" (NOM.) DEPTH BETWEEN THE TOP OF THE TIE BEAM AND BOTTOM OF THE LINTEL. THE NUMBER OF COURSES OF MASONRY PLACED BETWEEN THE LINTEL AND TIE BEAM IS FOR THE LOCATION OF THE TOP OF OPENING ONLY AND IS BASED ON THE ELEVATION PLAN. IN THE EVENT OF A DISCREPANCY THE ELEVATION PLAN SHALL TAKE PRECEDENCE. WE ARE NOT RESPONSIBLE FOR LINTELS PLACED AT THE INCORRECT HEIGHT. S Fa a �M DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineenng.com CA 25948 o 0 N Z LU 0Lhr, O p M Z � � Q� JI� aW�^ Zi iaaarh ��¢ 0 F— W WC) J 0 J LU w Q LU w O V) Q CC Q L w cn LU I — -J O 11' U CO Q LU 0_ LLJ L co z�Q,J m Q�Q O CI O � U WN(aj M M Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IF IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-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 12.13.17 1.00 6TH ED. (2017) FBC UPDATES 12.29.17 1.p1 PLAN REVISIONS TO HVAC SPACE 8. ELECTRICAL 04.30.18 1.02 REV. FLOOR TURSS LAYOUT 02.07.19 1.03 USE SIMPSONH10ILO USP RT16A VERSION NO 1,03/-0.2.07.19 Jai ' fi v cl%i .. Ce Q_ L LU o _J CalJ Z O LU Q W = U W O 3_ N Q�� =N <N oe �'0 LU_ :2* Z Q Ld = Ld 'v LLJ O ne W ❑ ❑ SHEET TITLE: LINTEL PLAN SHEET INFORMATION: JOB NO.: 390445 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 2,01 O I 04 00 4t' LO � �! ��l�lYll���YIIII�IYIl�lWl�l CxENERAL NOTES: U CODES U FLORIDA MLDWG CODE "EUmoN, 20n ROIDENTIAL SECTIONS M2 t Rm. @ FLORIDA EUq..D mON, N5 CODE bth ED 20n BULDING SECTIONS 19011 t 21M. 13 O ONCIIETE (ACI 31S-HJ BUILDNG CODE � I�]'BViS FOR REWFOI.YI::D C 14 BUILDING CODE FfG111R] M AND SPECIFICATION FOR MASONRY STRllC11W (ACI 530-5 t ACI 530J-13) 15 91MCM SOCIETY OF CIVIL ENGN M MNCIM DESIGN LOADS FOR BI WWs6 AW OTIE R STRICIIF£S (ASM 1-I0). 1) CONCRETE: 2J CON( EM CalTiEMIVE STFMTH AT 26 DAYS: 2J1 FM -CAST WSTANDAW MW RQ3'B(T-4000 PSI MN. 212 PRE -CAST ULIPMTIiESS R VORCf31ENI-WW PSI 213 GROUT FIR AS1M C416 - 30M PSI UY MAX 3V AGGREGATE, B' TO U' SLUM. 21 R:INFORCNG BARS: 22J STEFJ. PLACED N PRECAST LNM AT TM OF FABRICATION ASTM A65 (GRADE 60) 222 STEEL N LNTEL AND WCKAIT BLOCK (PLACED N FED) ASTM A65 (GRA)E 40). 23 PRESTM6 STRANDS ASTM A41b 1-11IRE, STRESS FEL.IEVED 210 K51 24 DETAIL R:INFOME4 NT N ACCORDANCE WITH ACI 35, B C01,45 EM OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 26 D45 WIRE PER ASTM Aft 3)MASRW- 3J COWIIETE KASO W INKS (CM) SHALL CONFORM TO ASTM C-W, NOR% HEIGHT WRH MNMIM NET AFEA COMPRESSIVE 5TFe4T4 2O00P81. 31 MORTAR WALL CONi{Xd'1 TO A61M C-2V TYPE W OR'S' 33 FULL MORTAR JOKM ARE FMUIED 3.4 MNMM A634eGATE 20-DAY COMP iWYE 6TFS67H OF CM AND MORTAR SHALL NOT BE LESS THAN PM • 20M PSI. MASONRY STRENGTH SFAILL BE ESTABLIM BY TIE 1Nn STRi9♦':TN METHOD' OR ALTERJATIVELY, BY THE 'PF M TEST MEUIOD' U1ERE USM RECIIff MS HAVE NOT BEEN I'ET. 4) 6TRCPJPA1.: 4J UK LOAD VAUD AFIE BASED ON LNIELS 4406 A BEARM OF V (WrM A MINMM ACCEPTABLE BEARWs OF 4' PER FLORDA BUILDWs CODE ON EDITION, 20M RESIDENTIAL, SECTION RW6b3 OR FLORIDA BUILDNG CODE 014 EDITION, 20n BUILDING, SECTION 2104J 41 SAFE LOAD VALIES BASED ON RATIONAL DEW ANALYSIS PER AG 316 AND AG 530 43 DEWAR MAY EVALUATE CONCEIMTED LOADS FIW THE SAFE LOAD TABLES BY CALCULATNG MA) MM FESISTWG MOMENT AND "AR AT d DISTANCE AWAY FROM THE FACE OF THE Slt'PORT. 44 FOR LNIIEI LENGTH AT b'-b' OR GREATER VERVAL CELL FILLET) SOLID WITH GROUT AND MN6'tI1 ONE (1) 5 VERTICAL FSW S RI:6111RED AT EACH OD OF THE LNIEL 45 LNIELS THAT ARE GREATER THAN W-0' CLEAR SPAN MAT BE FRONDED TI3IPORARI' WPPORT, NOT BE REMOVED WIIL 2 DAYS MIER OW PLACB'1 - SAFE LATERAL LOADS (PLF) 8" x 8" LINTELS LENGTH TYPE PLAIN SOLID DET. A DET. B 2'-10" Precast 1105 2103 3'- 6" Precast 689 1310 4'- 0" Precast 514 977 4'- 6" Precast 398 757 4'- 8" Precast 810 2459 5'- 4" Precast 430 836 5'- 10" Precast 356 690 6' - 6" Precast 410 818 7' - 6" Precast 303 606 7 - 8" Precast 392 1100 8' - 0" Precast 363 1037 8'- 4" Precast 318 981 8' - 6" Precast 234 467 9' - 4" Precast 192 384 10'- 6" Precast 151 301 11' - 4" Precast 132 417 12'- 0" Precast 111 370 12' - 6" Precast 98 544 13' - 4" Precast 82 298 14' - 0" Precast 71 322 14' - 8" Prestressed N.R. 283 15' - 4" Prestressed N.R. 252 17- 4" Prestressed N.R. 183 19' - 4" Prestressed N.R. 167 20'- 0" Prestressed N.R. 167 21' - 4" Prestressed N.R. 129 22' - 0" Prestressed N.R. 120 24'- 0" Prestressed N.R. 96 N.R. = NOT RECOMMENDED QUALITY PRECAST LOAD TABLES GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT PLAIN (0)#6L (1)#6U (1)#SL (1)#6U 0 #6L 1 #6U ) 1 ( ( (1)#6L (1)#6U (1)#6L (2)#6U A B DET. A DET. B DET. C DET. B& C DET. D 2'- 10" 1' - 6" Precast 2 - #2 2 - #2 NONE 1 2318 1550 3733 3772 3772 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 1 1436 952 2465 2504 2504 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 1065 700 1961 2000 2000 4'- 6" 3' -2" Precast 2 - #2 2 - #2 NONE 819 533 1625 1665 1665 4' - 8" 3'- 4" Precast (2) D4.5 Wre 2 - #3 NONE 1453 2654 2654 2574 2574 5'- 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 931 1247 1319 1301 1301 5'- 10" 1 4'- 6" Precast 2 - #2 2 - #3 NONE 817 1024 1161 1151 1151 6'- 5" 5'- 2" Precast 2 - #2 2 - #4 NONE 692 1139 1139 968 968 T - 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 570 938 938 716 807 T - 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 619 1130 1130 1115 1115 8'- 0" 6' - 8" Precast (2) D4.5 Wire 2 - #4 NONE 581 1062 1062 1048 1048 8' - 4" T - 0" Precast (2) D4.5 Wire 2 - #4 NONE 548 1001 1001 979 979 8'- 6" T- 2" Precast 2 - #2 2 - #4 NONE 483 777 720 552 692 9' - 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 428 633 639 454 618 10'- 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 1 368 487 550 356 538 1 l' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 330 544 544 430 507 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 308 507 507 383 475 12'- 6" 11' - 2" Precast 2 - #3 2 - #5 NONE 312 570 570 391 570 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 270 433 414 308 416 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 254 388 390 279 376 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE N.R. N.R. 470 298 393 15- 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. N.R. 426 274 374 17' - 4" 16'- 0" 1 Prestressed 2 - #3 2 - #5 NONE N.R. N.R. 324 215 322 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N.R. N.R. 252 202 20' - 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE N.R. 256 256 188 21' 4" 20' 0" Prestressed 2 - #4 2 - #5 NONE N.R. N.R.22' dj 0" 20' 8" Prestressed 2 - #4 2-#5 NONE N.R.24' - 0" 22' - 8" Prestressed 2 - #4 2 -#5 NONE N.R. = NOT RECOMMENDED GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. L DET. M DET. L& M DET. N 2'- 10" T - 6" Precast 2 - #2 2 - #2 NONE 1 6570* 8333* 6570* 6570* 3' - 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 4217* 6385* 4872* 4872* 4'- 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 3125 7192* 4373 7192* 4'-6" 3' -2" Precast 2 - #2 1 2 - #2 NONE 2400 8507 3397 9856 4' - 8" 3'- 4" Precast (2) D4.5 Wire 2 - #3 NONE 8548 10000 10000 10000 5'-4" 4' - 0" Precast 2 - #2 2 - #3 NONE 3077 7196 2374 6859 5' - 10" 4' - 6" Precast 2 - #2 2 - #3 NONE 2529 5877 1971 5653 6'- 6" 5' - 2" Precast 2 - #2 2 - #4 NONE 4504 4598 1578 4421 T - 6" 6' - 2" Precast 2 - #2 2 - #4 NONE 3314 3408 1181 3336 7' - 8" 6 - 4" Precast (2) D4.5 Wire 2 - #4 NONE 4456 4456 3785 4427 - 8' 0" 6' 8" Precast 5 Ire (2) D4. W 2 - #4 NONE 4047 40 47 3443 4021 8'- 4" 7' - 0" Precast (2) D4.5 Wire 2 - #4 NONE 3706 3706 3144 3683 8' - 6" T - 2" Precast 2 - #2 2 - #4 NONE 2584 2700 920 2602 9'-4" 8' - 0" Precast 2 - #2 2 - #4 NONE 2204 2298 767 2151 10'- 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 1767 1897 612 1696 I V- 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 1742 1742 530 1456 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 1596 1596 476 1300 12'- 6" 1 V- 2" Precast 2 - #3 2 - #5 NONE 1775 1775 1279 1775 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 1365 1365 393 1057 14' - 0" 12' - 8" Precast 2 - #4 2 - #5 NONE 1272 1272 360 961 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE 1272 1893 506 994 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. 1724 464 915 17' - 4" 16- 0" Prestressed 2 - #3 2 - #5 NONE N.R. 1330 365 720 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1054 348 686 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 1008 1008 573 1048 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. 853 308 605 22' - 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 798 1 290 573 24'- 0" 22' - 8" Prestressed 2 - #4 2 - #5 NONE N.R. 1 659 1 245 483 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 24" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. P DET. Q DET. P& Q DET. R 2'- 10" T - 6" Precast 2 - #2 2 - #2 NONE 8243* 10000* 8243* 8243* 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 5321* 7708* 6195* 6195* 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 3945* 6524* 5263* 5263* 4'- 6" 3'-2" Precast 2 - #2 2 - #2 NONE 3033 6752* 4214 6752* 4'-8" 3' - 4" Precast (2) D4.5 Wire 2 - #3 NONE 6347* 6347* 6347* 6347* 5' - 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 3848 9921 2944 8538 5'- 10" 4' - 6" Precast 2 - #2 2 - #3 NONE 3164 8183 2443 7066 6'- 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 6159 7054 1955 5633 7- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 4535 4864 1462 4185 7- 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 5967 6603 4657 6477 8' - 0" 6'- 8" Precast (2) D4.5 Wre 2 - #4 NONE 5430 5524 4236 5756 8'- 4" 7- 0" Precast (2) D4.5 Wire 2 - #4 NONE 4961 4979 3869 5178 8' - 6" 7-2" Precast 2 - #2 2 - #4 NONE 3471 3702 1139 3236 9' - 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 2841 3081 948 2675 10'-6" 9'- 2" Precast 2 - #2 2 - #4 NONE 2540 2797 755 2108 11' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 1 2252 2252 653 1809 12' - 0" 10'-8" Precast 2 - #3 2 - #5 NONE 2048 2048 587 1615 12'- 6" 1 T- 2" Precast 2 - #3 2 - #5 NONE 2269 2269 1577 2269 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 1732 1732 484 1312 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 1606 1606 443 1192 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE 1606 2345 626 1237 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2137 574 1134 17' - 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 1651 451 892 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1310 430 850 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 1254 1254 702 1271 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1062 381 751 22' - 0" 1 20' - 8" Prestressed 2 - #4 2 - #5 NONE N.R. 994 359 710 24'-0" 1 22' - 8" Prestressed 2 - #4 2 - #5 NONE N.R. 1 824 302 598 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 8" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT PLAIN (0)#SL (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U {1)#SL (2)#5U A B DET. DA DET. DB DET. DC DET. DB & DC DET. DF 3'- 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 848 852 1195 1224 1224 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 697 699 1050 1079 1079 4--2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 1346 1564 1564 1320 1320 4' - 4" 3'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 583 583 936 965 965 4'- 6" 3'- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 536 535 887 916 916 4'- 8" 3'- 4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 1091 1278 1278 1090 1090 5' - 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 564 703 694 678 678 5'- 10" 4'- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 542 659 668 654 654 6'- 8" 5'- 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 446 680 668 530 530 T- 0" 5- 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 419 639 668 478 500 7' - 6" 6' - 2" 5' - 10" Precast 2 - #2 2 - #4 NONE 384 585 668 414 461 7'- 8" 6' - 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 494 627 627 485 532 9'- 8" 8'- 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 1 279 1 364 1 627 1 244 343 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 24" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L {1)#5U (1)#5L (1)#SU (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L {2)#5U A B DET. DQ DET. DR DET. DQ & DR DET. DS 3'- 8" 2' - 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 4548* 6188* 6217* 6217* 4'- 0" 2'- 8" 2' - 4" Precast 2 - #2 2 - #2 NONE 3744 6650* 6650* 6650* 4' - 2" 2' - 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 6250* 6250* 6250* 6250* 4'- 4" 3' - 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 3132 5915* 5817 5915* 4' - 6" 3'- 2" 2' - 10" Precast 2 - #2 2 - #2 NONE 2880 9783 5361 10000 4'- 8" 3'- 4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 5066 10000 6379 10000 5'- 8" 4' - 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3087 7517 3272 6749 5' - 10" 4' - 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 2946 6886 3077 6225 6'- 8" 5' - 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 3798 5096 2320 4485 7' - 0" 5'- 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 4505 4538 2094 4034 7- 6" 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 3869 3896 1812 3505 T- 8" 6' - 4" 6'- 0" Precast (2) D4.5 Wre 2 - #4 NONE 2715 4862 1856 4178 9' - 8" 8'- 4" 8' - 0" Precast 2 - #2 1 2-#4 NONE 1563 2400 1054 2235 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFTSAFE LOADS PLF 8" x 12" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U A B DET. E DET. F DET. E& F DET. G 2' - 10" 1' - 6" Precast 1 2 - #2 2 - #2 NONE 2615 10000 10000 10000 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 1609 6039 6093 10000 4'- 0" 2'-8" Precast 2 - #2 2 - #2 NONE 1186 4362 4416 10000 4' - 6" 3' -2" Precast 2 - #2 2 - #2 NONE 907 3408 3463 10000 4'- 8" 1 3'- 4" Precast (2) D4.5 Wire 2 - #3 NONE 4683 5137 5717 5717 5' - 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 2135 2569 2547 2547 5'- 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 1755 2207 2198 2198 6'- 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 2024 2024 1778 1824 T- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 1624 1624 1316 1483 T- 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 1921 1921 2035 2035 8'- 0" 1 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 1792 1792 1862 1897 8'- 4" T- 0" Precast (2) D4.5 Wire 2 - #4 NONE 1679 1679 1699 1776 8'- 6" 7 - 2" Precast 2 - #2 2 - #4 NONE 1352 1352 1014 1249 9'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 1110 1114 835 1103 10'- 6" 9 - 2" Precast 2 - #2 2 - #4 NONE 858 949 654 949 11' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 903 903 787 878 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 838 838 699 818 12'- 6" 1 T- 2" Precast 2 - #3 2 - #5 NONE 937 937 685 978 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 729 729 563 720 14' - 0" 12'-8" Precast 2 - #4 2 - #5 NONE 685 685 510 680 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE N.R. 1008 494 635 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 916 453 603 17' - 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 702 356 524 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 553 340 438 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 607 607 317 601 21' - 4" 1 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 443 1 277 j 392 22' - 0" 1 20'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 414 1 260 1 380 24'- 0" 1 22' - 8" Prestressed 1 2 - #4 2-#5 NONE N.R. 339 1 217 1 345 N.R. = NOT RECOMMENDED GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. S DET. T DET. S& T DET. U 2'- 10" 1' - 6" Precast 2 - #2 2 - #2 NONE 1 9916* 10000* 9916* 9916* 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 6426* 9031* 7518* 1 7518* 4' - 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 4765* 7627* 6366* 6366* 4'- 6" 3'-2" Precast 2 - #2 2 - #2 NONE 3666* 6541* 5031* 5031* - 4' 8" - 3' 4" Precast 2 D4.5 Wire - 2 #3 NONE 7220 * 7220 * 7220 * 7220 * 5'- 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 4620 5780* 3513 5780* 5' - 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 3800 6548 2915 5688 6'- 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 7376 10000 2332 4538 7- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 5433 7067 1743 3376 T- 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 7086 9405 5529 9872 - 8' 0" 6' 8" Precast 2 D4.5 Wire 2 - #4 NONE 6448 8101 5030 8467 8'- 4" T- 0" Precast (2) D4.5 Wire 2 - #4 NONE 5892 7113 4594 7410 8'- 6" 7' - 2" Precast 2 - #2 2 - #4 NONE 1 4159 5073 1357 2615 9'-4" 8'- 0" Precast 2 - #2 2 - #4 NONE 3405 4099 1129 2164 10'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 2645 3222 899 1710 11' - 4' 10' - 0" Precast 2 - #3 2 - #5 NONE 2868 2868 777 1470 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 2586 2586 698 1314 12'- 6" 1 11' - 2" Precast 2 - #3 2 - #5 NONE 2796 2796 1875 2857 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 2157 2796 575 1071 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 1988 1950 526 975 14' - 8" 13- 4" Prestressed 2 - #3 2 - #5 NONE N. R. 2871 746 1474 15' - 4" 14- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2616 684 1353 17' - 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2023 587 1161 19' - 4" 16 - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1607 513 1015 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 1538 1538 830 1511 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1168 454 896 22' - 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 1222 428 847 24' - 0" 22' - 8" Prestressed 1 2-#4-1 2-#5 NONE N. R. 1 1014 1 360 714 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DJ DET. DK DET. DJ & DK DET. DL 3'- 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 1152 3342 3386 3386 4'- 0" 2'- 8" 2' - 4" Precast 2 - #2 2 - #2 NONE 945 2817 2861 2861 4'- 2" 2' - 10" 2' - 6" Precast (2) D4.5 Wire 2 - #3 NONE 2681 4259 3838 3838 4' - 4" 3'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 786 2433 2477 2477 4'- 6" 3' - 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 721 2277 2321 2321 4' - 8" 3'- 4" 3'- 0" Precast (2) D4.5 Wre 2 - #3 NONE 1986 3244 2965 2965 5'- 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 1204 1622 1612 1612 5'- 10" 4' - 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 1388 1552 1544 1544 6'- 8" 5'- 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 1411 1411 1277 1277 7' - 0" 5' - 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 1315 1315 1170 1169 T- 6" 6' - 2" 6- 10" Precast 2 - #2 2 - #4 NONE 1192 1192 1012 1066 7- 8" 6'- 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 1346 1346 1225 1253 9' - 8" 8'- 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 805 1 782 1 597 1 771 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#SU (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A I B DET. DT DET. DU DET. DT & DU DET, DV 3'- 8" 2'- 4" 2' - 0" Precast 2 - #2 2 - #2 NONE 5544* 7411* 7440* 7440* 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 4564* 6696* 6725* 6725* 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 7400* 7400* 7400* 7400* 4'- 4" 3'- 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 3820* 6102* 6131* 6131* 4'- 6" 3'- 2" 2' - 10" Precast 2 - #2 2 - #2 NONE 3513* 5833* 5862* 5862* 4'- 8" 3'- 4" 3- 0" Precast (2) D4.5 Wire 2 - #3 NONE 6073* 6250* 6250* 6250* 5' - 8" 4'-4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3716 9710 4002 9749 4' - 6" 4- 2" Precast 2 - #2 2 - #3 NONE 3582 9125 3763 9167 6' - 8" 6-4" 5'- 0" Precast 2 - #2 2 - #4 NONE 4576 7895 2838 6847 T- 0" 6-8" 5'- 4" Precast 2 - #2 2 - #4 NONE 5877 6800 2561 5985 7'- 6" 6' - 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 5072 5623 2217 5034 T- 8" 6'- 4" 6'- 0" Precast (2) D4.5 Wire 2-#4 NONE 3272 7319 2285 6226 9'- 8" 8'- 4" 8'- 0" Precast 2 - #2 2-#4 NONE 1886 3192 1301 2982 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS PLF 81, x 161, LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A I B DET. H DET. J DET. H& J DET. K 2'- 10" 1' - 6" Precast 2 - #2 2 - #2 NONE 4896* 6467* 4896* 4896* 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 3114 8164 4439 8164* 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 2305 8020 3322 8987 4'- 6" 3'-2" Precast 2 - #2 2 - #2 NONE 1770 5743 2582 6353 4'- 8" 3' - 4" Precast (2) D4.5 Wire 2 - #3 NONE 6614 10000 9053 10000 5'- 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 3478 4460 1806 4275 5' - 10" 4' - 6" Precast 2 - #2 2 - #3 NONE 2863 3693 1499 3577 6'- 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 3227 3227 1201 2939 T- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 2498 2498 900 2322 T- 8" 6' - 4" Precast (2) D4.5 Wire 2 - #4 NONE 3071 3071 2916 3049 8'- 0" 6' - 8" Precast (2) D4.5 Wire 2 - #4 NONE 2831 2831 2651 2811 8'- 4" T- 0" Precast (2) D4.5 Wire 2 - #4 NONE 2625 2625 2421 2607 8'- 6" T- 2" Precast 2 - #2 2 - #4 NONE 1946 1934 703 1922 9'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 1593 1674 586 1628 10'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 1329 1407 468 1285 11' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 1312 1312 406 1104 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 1210 1210 366 986 12'- 6" 11' - 2" Precast 2 - #3 2 - #5 NONE 1354 1354 981 1354 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 1045 1045 303 802 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 978 978 278 730 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE 978 1418 422 830 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. 1290 387 760 17' - 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 952 326 641 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 751 266 523 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 961 961 446 872 21' - 4" 20'- 0" Prestressed 2 - #4 2-#5 NONE N. R. 678 219 431 22' - 0" 20'- 8" Prestressed 2 - #4 2-#5 NONE N. R. 634 226 445 24'- 0" 22' - 8" Prestressed 2 - #4 2 - #5 1 NONE I N.R. 522 174 341 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 32" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. V DET. W DET. V& W DET. Y 2'- 10" T - 6" Precast 2 - #2 2 - #2 NONE 10000* 10000* 10000* 10000* 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 1 7531* 10000* 8792* 8700* 4'- 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 5587* 8751* 7490* 7190* 4'- 6" 3'-2" Precast 2 - #2 2 - #2 NONE 4300* 7565* 5849* 5849* 4'- 8" 3'- 4" Precast (2) D4.5 Wire 2 - #3 NONE 8194* 8194* 8194* 8194* 5'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 5392* 6259* 1 4084* 4084* 5'- 10" 4 - 6" Precast 2 - #2 2 - #3 NONE 4435 5776* 3387 5776* 6' - 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 5719 10000 2709 5283 7- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 4203 9087 2025 3931 7' - 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 5473 9564 6402 10000 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 4978 8706 5824 10000 8'- 4" T- 0" Precast (2) D4.5 Wire 2 - #4 NONE 4546 7957 5320 10000 8'- 6" 7- 2" Precast 2 - #2 2 - #4 NONE 3209 6742 1576 3044 8'- 0" Precast 2 - #2 2 - #4 NONE 2621 5257 1310 2519 10'- 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 2028 4007 1042 1989 11' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 3630 3552 872 1710 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 3191 3171 783 1476 12'- 6" 11' - 2" Precast 2 - #3 2 - #5 NONE 1 2919 3369 2174 3572 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 2535 2605 645 1203 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 2279 2389 609 1133 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE N.R. 3232 865 1715 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2946 793 1572 17' - 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2280 680 1349 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1814 595 1179 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 1737 1737 959 1778 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1474 527 1042 22' - 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 1381 1 497 1 985 24'- 0" 22' - 8" 1 Prestressed 2 - #4 2-#5 NONE N. R. 1147 1 418 1 829 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 16" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#SL (1)#5U (1)#5L (2) #5U A B DET. DD DET. DE DET. DD & DE DET. DG 3'- 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 2558 7405 6639 6639 4' - 0" 1 2'- 8" 2'- 4" 1 Precast 2 - #2 2 - #2 NONE 2104 6071 5464 5464 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 4062 10000 7229 7229 4'- 4" 3'-0" 2' - 8" Precast 2 - #2 2 - #2 NONE 1758 4946 4361 4361 4'- 6" 3'- 2" 2' - 10" Precast 2 - #2 2 - #2 NONE 1616 4526 4016 4016 4'- 8" 3' - 4" 3' - 0" Precast (2) D4.5 Wire 2 - #3 NONE 3011 6797 5100 5100 5'- 8" 4'-4" 4'-0" Precast 2 - #2 2 - #3 NONE 2698 2903 2586 2586 5' - 10" 4'- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 2533 2754 2461 2461 6' - 8" 5'- 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 2360 2360 1921 1920 T- 0" 5'- 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 2175 2175 1733 1783 7' - 6" 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 1945 1945 1500 1610 T - 8" 6'-4" 6' - 0" Precast (2) D4.5 Wire 2 - #4 NONE 2214 2214 1780 1843 9' - 8" 8'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 1 1250 1 1257 1 884 1 1133 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 32" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#SL (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DW DET. DX DET. DIN & DX DET. DY 3'-8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 6540* 8675* 8704* 8704* 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 5386* 7825* 7854* 7854* 4'- 2" 2'- 10" 2'- 6" Precast (2) 134.5 Wre 2 - #3 NONE 8450* 8450* 8450* 8450* 4'- 4" 3- 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 4508* 7026* 7055* 7055* 4'- 6" 3- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 4146* 6827* 6856* 6856* 4' - 8" 3'- 4" 3' - 0" Precast (2) D4.5 Wire 2 - #3 NONE 7102* 7250* 7250* 7250* 6- 8" 4' - 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 4336* 5500* 4733 5500* 5' - 10" 4'- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 4218 10000 4451 10000 6'- 8" 5'- 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 1 5356 10000 3356 8207 7' --0- 5'- 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 6918 9848 3029 7407 T- 6" 6'- 2" 5' - 10" Precast 2 - #2 2 - #4 NONE 5971 8121 2621 6409 T- 8" 6'- 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 3832 10000 2715 9482 9'- 8" 8'- 4" 8'- 0" Precast 1 2 - #2 2 - #4 NONE 2211 4137 1546 3779 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE Ii Imp mm mm u u C-46 110 I ml iml ism uuuuu u it 1 r r 1 r ILL u1! Raa'-m r rAr r: r r I)ET. r DET. VX r r r r IER 101 IM 1IM i i i1 111i r rr r Yr r r r 1 r +r N DET, DID DET. 'DR DET. W NOTE #1: (1) #4 MIN. REQUIRED FOR DEEP BEAM ONLY GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DM DET. DN DET. DM & DN DET. DP 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 3552 6213* 6213* 6213* 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 2923 9877 5379 10000 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 5444 10000 6633 10D00 4'- 4" 3'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 2445 8288 4520 8262 4'- 6" 3'- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 2248 7632 4166 7332 4' - 8" 3' - 4" 3 - 0" Precast (2) D4.5 Wire 2 - #3 NONE 4037 10000 4925 10D00 5'- 8" 4'- 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 3711 4722 2542 4101 5'- 10" 4' - 6" 4' - 2" Precast 2 - #2 2 - #3 NONE 3485 4417 1 2391 3858 6'- 8" 5'- 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 3031 3382 1803 2977 7- 0" 5' - 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 3240 3240 1627 2728 7' - 6" 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 2845 2845 1408 2423 7' - 8" 6'- 4" 6'- 0" Precast (2) D4.5 Wire 2-#4 NONE 2163 3342 1425 2856 9'- 8" 8'- 4" 1 8' - 0" Precast 2-#2 2-#4 NONE 1241 1771 806 1633 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE SAFE LATERAL LOADS (PLF) 8" x 8" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE PLAIN SOLID DET. DA DET. DB 3'- 8" 2'- 4" 2'- 0" Precast 689 1185 4'- 0" 2'- 8" 2'- 4" Precast 570 979 4' - 4" 3--0" 2' - 8" Precast 479 823 4'- 6" 3'- 2" 2'- 10" 1 Precast 441 758 5'- 8" 1 4' - 4" 4'- 0" Precast 418 733 5'- 10" 4' - 6" 4' - 2" Precast 393 689 6'- 8" 5' - 4" 5'- 0" Precast 389 783 7' - 0" 5'- 8" 5'- 4" Precast 386 694 T- 6" 6'- 2" 5'- 10" Precast 334 601 9'- 8" 8'- 4" 8'- 0" Precast 197 354 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE TYPE DESIGNATION NOTE N 2' RECE86 � DETAILT' ADET IL 'DIP DETAIL %)Y' Y. IV.tiLW DET. TV DELIV ED T. 'DY' P - PLAIN LINTEL I rQUANTITY OF #5 BAR AT S - SOLID LINTEL 1 ! LOWER LINTEL CAVITY [8x16-P-1 L / 1 U] NOMINAL WIDTH -J I QUANTITY OF #5 BAR NOMINAL HEIGHT J AT UPPER LINTEL CAVITY NOTE N DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com CA 25948 o O N Z Lu Oj n z v) M M (AM� �aWL^ U 00 Q Z � W WLu J CD o V) Lu Q W LuLu Lu ry O C/) Q > Lu LLI (� m 0 LLJ Lu w Z Q m Q`nQ O U � v o00• N Q 00 Lu M TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, IXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUr WRTTTEN CONSENT FROM LENNAR CORPORATION. 02019-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 12.13.17 1.00 6TH ED. (2017)FBC UPDATES 12.29.17 1.01 PLAN REVISIONS TO HVAC SPACE & ELECTRICAL 04.30.18 1.02 REV. FLOOR TURSS LAYOUT 02.07.19 1.03 USE SIMPSON H10ILO USP RT16A VERSION-NO."1.03 / 02.07.19 CQI i'M^ �G Lu O m J z O Lu Q u = u Lu U' � N QN =N N" Lu Lu _* Lu* Lu ZD� Lu Z N Q W = W W F Lu ❑ ❑ SHEET TITLE: QUALITY PRECAST LOAD TABLES SHEET INFORMATION: JOB NO.: 390445 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 202 CV LO FLOOR $Y$TEM SEE PUNN U 2x SITEATIITNG PER PLAIN r & ATTAt IIED PER DETAIL C/S6 (2) MSTAM36 STRAPS W/ (8) Od NAILS 4 (b)1/4' x 21/4' TAPCONS TO MASONRY BELOIU (TYR EA SIDE) OR (2) MSTA36 STRAPS Wl (26)10d NAILS TO WOOD WALL OR BEAM BELOW 5ECTION CORNER FRAMING ATTACHMENT SCALE: N.T.S. 12 WALL OR SPINDLES PER CUSTOMER SPECS. CONT. HANDRAIL 3V ABOVE STAIR NOSING 2x8 FRAMED WALL ON MASONRY WALL 3/4' SUB FLOOR I' NOSING ELEV. +10'-0 3/4',� FLOOR GIRDER, SEE PLAN FLOOR TRUSSES ELEV. +8'-8' � ELEV. +8'-8' 3/4' KICK PLATE 2x12 TREAD -RIP OPEN TO AS REQUIRED I FAMILY ROOM 12' GYP. BOARD I 12 WALL OR SPINDLES (3) 2x12 SYP STAIR PER CUSTOMER SPECS LANDIWSEE EETSTAIR 7 STRINGERS (TYP.) L-� L 10' 77 1/2 GYP, BOARD L _ s L - 7 c", L - 7 L L-� ELEV. 0'-0' 5YM30LS BUILDING SECTION KEY (Section No. over Sheet No.) INTERIOR ELEVATION KEY (Elev. No. over Sheet No.) DETAIL KEY (Detail No. over Sheet No-) WINDOW SCHEDULE KEY 0 (SEE WINDOW SCHEDULE SHT. ) 0--- STRUCTURAL NOTE 0 -1- HOSE BIBS H.B. 3 STAIR 5ECTION SCALE: 3/8'=1'-O' AREA TABULATION MODEL 2985 UST FLOOR LIVING 1355 5F. 2ND FLOOR LIVING 1644 5F. TOTAL LIVING 2999 5F. GARAGE 649 S.F. COVERED ENTRY - ELEV. 'A' 45 S.F. COVERED ENTRY - ELEV. 'B' 39 S.F. TOTAL_ AREA- ELEV, 'A' 3693 S.F. ELEV, 'B' 3681 SR * * * * * * A.N. STAND DIMENSIONS GAS = CH. x 36' W. x 52' L. ELEC.: = 24' H. x 36' W, x 52' L, NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.N. TO BE ALIGNED. NOTE: ALL INTERIOR ANGLE WALLS ARE AT 45 DEG. * * * * WINDOW 5CHEDULE FIR5T FLOOR WINDOW5 MARK TYPE ROUGH OPENING HEAD WE64T CLEAR OPENING CLEAR OPENING SF, SILL WEIGHT A 355H 54' X 63' 1'-0' 4831T WIDE X 2615' HIGH 8151 S.F. 1'-10, B 235H 38' X 3T 1'-0' 33312' WIDE X 15.15' NIGH 31o4 5F. Y-10' C 25514 38' X 63' 1'-0' 33312' WIDE X 15,15' HIGH 589 SF. 1'-10, 5EGOND FLOOR WINDOW5 MARK TYPE ROUGH OPENING HEAD WEIGHT CLEAR OPENING CLEAR OPENING SF. SILL WEIGHT D 25514 38' X 63' (FRAME) 1'-2' 33312' WIDE X 2b15' NIGH 589 SF. 2'-1' E 12 33SH 21' X 39' (FRAME) 11-2' 23312' WIDE X 15.15' HIGH 255 SF. 3'-1111 I ol 15'-10, ol Ig'-4' 11'-0' SHED ROOF BELOW 10'-8' DRYER VENT. 71-1' 23 21 +28.1 / -312 PSF 1401PH © +30.9 / -33b = 145MPH WANSON BOX S� 21 OD +28.1 / -312 F'SF i N 30.9 / -33b PSF 14 MPW 21 pO +28.1 / -312 F �F 140MPN 2q +30,9 / -33b PSF 145MPH 3 23 *EGRESS (4) SHLVS. TP - - ---- - -Eg _ 12' SHELF a 60' AFF. OR R PAN 4 SU e 60' x 30' CABINETS OVER % 5- APPLIANCES PER SPECS. B TRy- r ; ` 4' 6 13' 4' r 15'-0' 6a ' ,\ 9'�4' , S,_ OTEMP. 24 "ATTIC,' LACC€�s -_ A TERATN r i 21 N CAME ROOM 13'-0 x IV-10' T r - 8'-0' CLG. - MASTER SUITE LAV, LAV. x 154 X IV-10' ....._..... 54R 54R 81.01 CLG. r--------- N �9 WALK- IN GL05, tl j 8' 3'- ' F-4' 3'-10, T-V 4'-0' N I 14'-8' i °G S6 4' 6'-8' 3'-10 3 6'-4' Y-0' lo I 3'-4' 12'-8" I I I 8' WALL 12 WALL OR SPINDLES _' `r 2668 I `_ ---- -------- 54R ---- 64R PER CUSTOMER SPECS. B 2 AN. AN. LAY. LAV, (4) SHLV5' 6' W 12' WALL T 25 22 0 +29.1 / -32.1 PSF 140MPH 2 �. TP. BI-FOLD W.C. +318 / -345 PSF 145MPN �o 21 �., O ' Q=���,�A 3 AH. STAND 30 APP. \ ;. ATN2 . \ 3 6 2 4' s .' \ 26 8 ' ON Ib SE116. - - 10' , 4 /-1 /I6' R 2668 ---cO 54R N M ' - -- 54bb� ------- `� "` (2)2668 5' BI-FOLD 4' 0' 1'-0' x=1q5' BI-FOLD _ N 1' 6' 5' 0' `v ELEV 'B' 5EDR00 2 ONLY 11'-O' x 12-6' CLG, 15EDROOM 4BEDROOMS ELEV. 'A' 12'-b' x 11-2' = 8'-0' CLG. = 124' x 110 V-0' CLG, n i � � ROOF BELOW 24 xx 12'-10' 12'-4' 2 �8' T 11'-4' 24 S _ I T _ all I I l FULL STUDS + (2) J 1; M V WALL I J W/ (2) MSTAM36 s6 *EGRESS *EGRESS *E SS +28.1 / -311 PSF 14gMPN ® 22 `r +28.1 / -Z I % 140MPH D 21 +28.1 / -311 PSF 14gMPN 0D 21 21 p0 23 23 +303 / -33b PSF 145MPH +303 / -3310 P% 145MPH +30.9 / -3310 F%j 145MPH +28.1 / -31.5 PSF 114MN +303 / -40.1 P5F I 145MPW ROOF BELOW ol b' 8' 0 -8'1 9' 10' 8' 4' 3'-8' 4' 0' 5' 4' 13'-4' 25'-10' 10'-10' 71 (D UPPER FLOOR PLAN SCALE: I/4'=1'-0' I 24 I I BEDROOM 2 BEDROOM3 I � (3) FULL STUDS + (2) JACKS W/ (2) MSTAM36 8 WALL * EGRESS I * EGRESS ........................... 21 2x8 CANTILEVERED 21 ® 0 21 +28.1 / -312 PSF 14OMPH WALL - ELEV 'B' ONLY +303 / -3310 P5F 145MPH +281 / -31,9 PSF 14gMPH +28.1 / -311 PSF 140MPH PSF 145MPN +303 / -33b PSF I 145MPH 1 +30.9 / -40.1 1'-1'.0 4'-0' 3'-8' 4'-0' 2 I -6' TO END WALL 11'-8' PARTIAL UPPER FLOOR FLAN - ELEV ll ll SCALE: I/4'=1'-0' I DIMENSION CONVENTION OVERALL & EXTERIOR OPENING DIMENSION FROM OUTSIDE OF WOOD FRAME I OUTSIDE FACE OF 4" WOOD FRAME WALL 4" FRAME WALL U.N.O. WALL LEGEND BEARING WALL 2X STUD a 16' OC MAX. (UN,O.) 1111/2' (;YP. INTERIOR 2X STUD UJ/ 1/2' GYP. FI.00R f=L.4N NOTES: I. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER FEIC 1103). 3. *-DENOTES EGRESS WINDOW 4. GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE MANUFACTURER 5. EXTERIOR WINDOWS AND DOORS SHALL BE LABELED WITH A PERMANENT LABEL, MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND PRODUCT. 6. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE DIVIDED BY Ob. 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, 50LID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAT 13/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE 514ALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE SHEET STEEL,1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS I DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE. 2N1.D KLOOp smr;R ZTU;R,4L NOTES 21 (2) 2xb SPP12 HEADER W/ 1/2' PLYWOOD FLITCH 4 (1) USP LSTAIS a EA END. PROVIDE (1) JACK a EA. END OF HEADER W/ (1) USP MSTAM36 TO MASONRY WALL BELOW (SEE DETAIL LL/86 FOR MSTAM36 INSTALLATION 4 DETAIL 1/64 FOR WALL WIDER THAN 4') 22 (2) 2Xb SFM HEADER W/ 1/2' PLYWOOD FLITCH 4 (1) USP LSTAIS a EA. END. PROVIDE (1) JACK e EA END OF HEADER W/ (1) USP MSTA36 TO FRAME BELOW (SEE DET.1/54 FOR WALL WIDER THAN 4') 23 (4) 2X COLUMN W/ (2) USP MSTAM36 (OR M5TA36 TO FRAME) 9 BASE (SEE DETAIL A/3 FOR STRAPS ATTACHMENT) 23 (2) 2x COLUMN W/ (1) SIMPSON MSTAM36 TO MASONRY WALL BELOW 24 (3) 2X COLUMN W/ (2) USP M6TAM36 (OR (1) M6TA36 TO FRAME) a BASE (SEE DETAIL LL/66 FOR MSTAM36 INSTALLATION). 25 (5) 2X COLUMN W/ (2) USP M5TC40 a BASE NOTES: 1. PROVIDE A MIN, OF V EDGE DISTANCE ON MASONRY WALL FOR TAPCON SCREWS 2, ALL EXTERIOR FRAME WALLS ARE CONSIDERED SHEAR WALLS AND ARE TO BE SHEATHED PER DETAIL C/56 3. PROVIDE A SOLID BLOCKING BETWEEN FLOORS 0 EA. JACK STUD 4 BUILT-UP COLUMN ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERROR5 THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. • R312,13 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD WEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm) IN DIAMETER EXCEPTIONS: 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PA55AGE OF A SPHERE 6 INCHES (153 mm) IN DIAMETER 2. GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 3/8 INCHES (III mm) IN DIAMETER • HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS AS PER FRG 6TH EDITION (2011) R31 AB2 . • ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FRC 6TH EDITION (2011) R311.1- .:)a,'< G)ii'<D'<::fi}.J,. ,... ��.j;:..v',`��2;Y'arua:�,N:` ;�::n:•+�34'. y'�y�� ✓.;w�a�::'i���\aka"�=c ',.y'; ru3„ ,7y DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 O O N Z Lu 0= Mo � z 0 ko a�M� aWILL^ z 0M. H W W� J O O V) uj WQ Lu z W CCU - O V) IL Q < L w V) LLj W U O w f Lu 00 zQW Q `o Q O 00 U U a, N � L11 U M L Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 2D19-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.13.17 1.00 6TH ED. (2017) FBC UPDATES 12.29.17 1.01 PLAN REVISIONS TO HVAC SPACE & ELECTRICAL 04.30.18 1.02 REV. FLOOR TURSS LAYOUT 02.07.19 1.03 USE SIMPSON H10 ILO USP RT16A VERSION NO. Y:03 / 02 07.19 c� f� Ci- O Lu m J w O = U Lu U' 3 Q N = N N � W WA 21 }D00 Lu * }* W* Z Q Z)Ld LLi � LL W ❑ ❑ SHEET TITLE: UPPER FLOOR PLAN STAIR SECTION & NOTES SHEET INFORMATION: JOB NO.: 390445 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 3 C C a u im <::--::::> Roor- VENT 5CHEDULE C� Verify with General Contractor all roof vent locations, quantities, and sizes. Roof vents shall be installed for a minimum or vented area as listed below or equivalent system per &TH ELDITION (2011) FRG, R006.2. Mark Location Roof vents or equal system (sci, in.) Soffit Vent (sq. in.) RV I 2nd Level Roof 411 411 RV 2 1st Level Front Roof 15 15 RV 3 1st Level Garage Roof 56 j 5(0 13 7 RV 4 Entry Porch 13 ---------------------------- - L -------- i --------------------------- En 6-VIRIDGE VENT 0 Z N1. RIDGE 41-0' �ff -RIDGEVENT, c� SLOPE 5:12 SLOPE 5-12 SLOPE 5:12 SLOPE 5.12 LIA LU LU > lu - - - - - - - - - - - ---- ------------ - - - - - LU IL di Lu ------- -- 7 — F ----- i— i ---- a- -4�) -- --A, cs> - - - - - - - - - - - - - -09 ffN LU [M-RIDGEVENT� LU RV 2 SLOPE 5:12 PE 5:12 NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF -T- INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIIRE:CTION, AND ARM ROOF OPENINGS. ROOF FLAN SCALE: 3116'=V-0- EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAX" SILL HEIGHT OF 44"MEASURED FROM THE FINISHED FLOOR OF I THAT PARTICULAR ROOM To THE BOTTOM OF THE CLEAR OPENING. STUCCO FINISH 4' SCORED RAKE SEE SHEET I FOR VMATERIAL W RIDGE VENT 4' SCORED RAKE STUCCO FINISH F26- T. PLATE ELEV. I&A 1/8' T. WINDOW ELEV. IT-2 3/4' ROOF SHINGLES PER SPEC6 I T- r-I — r-I t-1 1 1^1 - I I A I STUCCO FINISH M I 1001 Im I INN RIDGE VENT SHINGLE ROOF PER 5PEC5. '-0 3/4' -AI OFF -RIDGE VENT J REAR ELEVATION "All SCALE: THICME55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FIRC, R103.1 NOTE: so - DIMENSION MEASURES FROM THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW TO THE 2ND FINISH FLOOR, 12 F1 F31 '12 SCORE BAND 12' SC F5 F5 STUCCO FINISH %J 12 15 ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING =6 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. MY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROW TO THE ATTENTION OF THE DESIGNERS MICE FOR CORRECTION 56-M COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. STUCCO FINISH EXP, JT. LINE LIGHT TEXTURE DECO. FIN15H 10'-0 3/4' F. FLOOR ELEV. 0'-0' SHINGLE ROOF PER SPEC'$ 12 �+ - 15 STUCCO FINISH SHINGLE ROOF PER SPECS FINISH RIDGE VENT 12 12 12 t`�4 SHINGLE ROOF PER SPECS. 5 5 12 STUCCO FINISH �XP. JT. LINE FLIGHT TEXTURE DECO. FINISH TR,155E5 PER PLANS 5 12 ROOF TRUSSES 12 15 RIDGE VENT PER PLANS SHINGLE ROOF PER SPECS. - ----- -------- . ...... .. 1/2 WALL OR RAILING ■ ............. =`�TH TO TRU55ES: PER PLAN B LINEN 12 STUCCO FINISH 26 WALL a STAIR 5 EXP. JT. LINE MASONRY WALL FLOOR SYSTEM MASONRY WALL 35 12 1/2 WALL OR RAILING LIGHT TEXTURE DECO. FINISH 2x4 WALL TO 0 GARAGE SIDENC :iT T. PLATE ELEV. 18'-1 115- q�- F. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.01.66 f. 813.645.9698 www.danscoengineedng.com CA 25948 O CD r4 LU 0 Ln CD Zo 'No Z LO Ln (n _j I CL LL, U- qr Z rn ce 2: -4 , < "o W Z Z LU _j C�l C:� %0 V) LU ry F- LU LU LLJ 0 F— < V) < > V) LU LU 0 UJ Uj Lu (-D x —j C0 Z < ca < L6 rz 0 1100 U 0 Cie ON. < 00 LU C) CY) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=l OBMPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = +-0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHiS DRAWING ONLY. @ 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRIREN CONSENT FROM LENNAR CORPORATION. 02019 -THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, U-C AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.1117 1.00 UPDATES 12.29.17 1.01 PLAN REVISIONS TO HVAC SPACE & ELECTRICAL 04.30.18 1.02 REV. FLOOR TURSS LAYOUT 02.07.19 1.03 USE SIMPSON HIO ILO USP RTI 6A VERSION-,NQ;-3.-W-,,j 02.07.19 I j CD C= 0 rz d LU Ion Z 0 U Z LU (D >- 3: ce -1 LU LU CY) ±10 00 LU =) * >- * * Z :�i Z) j < vat Q-0- Z LU El El SHEET TITLE: ELEVATION "A" EXTERIOR ELEVATIONS & ROOF PLAN SHEET INFORMATION: JOB NO.: 390445 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 4A POWER CO. FE URPER FLOOR ELECTRICAL FLAN 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp 4 Bare Cu Ground Groundrod tied to footer steel OR 4 Bare attached to footer steel SCALE: 1/4'=1'-0' ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRICTION, ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE 13EEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. LOWER FLOOR ELECTRICAL FLAN SCALE: DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f.813.645.9698 �- /�www jam^ L E C T R 1 C A L 1\ I CA 25948engineering.com j DUPLEX CONVENIENCE OUTLET } DUPLEX OUTLET ABOVE COINTER o 0 N .P. WEATHERPROOF DUPLEX OUTLET zLU 0F.I. GROW FAULT NMRRd1PtER DUPLEX OUTLET � � � } HAlF-SWITCHED DUPLEX OUTLET SPECIAL MR -ME OUTLET o ) N Ln a U-_ DUPLEX OUTLET IN FLOOR Lu QaQ, 220 VOLT OUTLET g WALL SWITCH z � 13 THREE-WAY SWITCH LU �: 14 FOUR-WAY SWITCH o �R RHEOSTAT SWITCH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT Llf#{t FIXTURE ;Q, RECESSED INCANDESCENT LIGHT FIXTURE UU �-� LIGHT FIXTURE WITH PULL CHAIN Q� Q � TRACK LIGHT W Z LU FLOURESCENT LIGHT FIXU t = 0 4 EXHAUST FAN ~ aQ EXHAUST FAN/LIGHT COM15NATION Q � rn ELECTRIC DOOR OPERATOR (OPTIONAL) L.0 w - I _ - J LU U ® CHIMES (OPTIONAL) C) LU W o PUSHBUTTON SWITCH (OPTIONAL) _� () W m V ® SMOKE DETECTOR (SHALL BE INTERCONWCTED) Z i < Cn (R SMOKE/CARBON MONOXIDE DETECTOR COMBINATION Q rz O 0o Q F4 TELEPHONE (OPTIONAL) U ON � U 0 TELEVISION (OPTIONAL) N Q 00 ELEC.fy METERpn THERMOSTAT LLJ U � ELECTRIC METER -` ELECTRIC PANEL Q ® CONCOURSE BOX -mp- DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c 7 ROUGH-N FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH-N FOR OPT. CEILING FAN ,� I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-NTERUPTERS (GFU AS INDICATED ON PLANS, 2. UNLESS OTHERWISE INDICATED, INSTALL SWITC1,0 4 RECEPTACLES AT THE FOLLOWING HEWS ABOVE FINISH FLOOR: SWITCHES_42' OUTLETS----4' TELEPHONE-14' TELEVISION-14' 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SNAIL BE EQUIPPED WITH A MONITORED BATTERY BACW. PROVIDE 40 INSTALL LOCALLY CERTIFIED SMM DETECTORS. SMOKE DETECTORS SHALL BE LABELED IN ACCORDANCE WITH UL 211 AT TIME OF FINAL INSPECTION. 4. ALL RECEPTACLES N SLEEPING ROOMS SHALL BE ON A AFL]. PROTECTED CIRCUIT. 5. It 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O14 N.E.C., 6TH ED. (201U FBC, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ARC FAULT RECEPTACLES IN ALL BEDROOMS PER 204 NEC. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR 1I VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. TM DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CQNSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE I DESCRIPTION 12.13.17 11.00 i ion n roc 122917 101 PLAN REVISIONS TOHVAC SPACE & ELECTRICAL 04.30.18 11.02 REV. FLOOR TURSS LAYOUT 19 11.03 VERSION NO. 1.03 / 02.07.19 SHEET TITLE: ELECTRICAL PLANS SHEET INFORMATION: 908 Noll 399446 BATE ISSUEB: 04.04.10 DRAWN BY: JH REVIEWED BY: TH O CT O CV r\ co N LO Typical 150-200 Amp Electrical Riser Diagram 5 I 2'-0' 464' 2'-0' SS L _\ I I I I I USP 11A20 IrY:U:lq:D MASONRYa T R S6 ffil JL JL JL O LOWER O ROGF) T r) � i— N 0 N R = 2023' � L_ GIRDER O (2) USP 0 e b r L— A (SIM. W/ 56 LOWER ROOF) HTLIV r— 3 r � R = 19410 GIRDER e USP RTA20 (TYPICAL s MASONRY UND) USP HTA20(TYPICAL * MA50NRY UND.) P GIRDER (2) USP HTW20 (51M. W/ R LOWER ROOF) S6 A (61M. W/ S6 LOWER ROOF) e u' e a IL Q P 'GIRDERS USP HTA20 P P N U5P HTA20 (TYPICAL 0 MASONRY UND) � v u, (2) 115P HTA20 — 2' 0' V-0' 10 1/2 10'-10, USP HTA20 (TYPICAL a MA50NRY UND) 10'-0' I S5 8' 8' 12'-0' 29'-4' 50'-0' FLOOR AND LOWER ROOF FRAMING PLAN 11,411 SCALE., I/4'-I'-0' ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICA5LE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. F ANY MODIFICATIONS ARE MADE TO THESE PLANS 5Y ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT 5E HELD RESPONSIBLE. I 011 70100 39'-51/4' '-6 3/4' 2'-0' 1'-0' USP RT1 (TYPICAL ALL CORNERS s FRAME) 5IMP50N HIOA (TYP. s FRAME, uN.oa USP wwo R = 1313� u = 601, SIMPSON HIOA (TYP. Fly, UNAJ R = 4121* u 1849i = (2) U5P HTW20 GIRDER SHEATHE ROOF PRIOR � USP HTW10 TO OVER BUILD (TYP) i USP HTW10 13230 u = 60? X X R = 6614+ U = 2551+ N (1) USP HTW20 SIMPSON SIMPSON HIOA (TYP. 0 FRAME, UND) 1410A (TYR a FRAME, UND. l2) USP HTW20 (2) USP HTW20 �--2301# GIRDER R = 168P U 5m Q M P q 10'-10, SIMP50N HIOA (TYP. 9 FRAME, UND) 26-10' 4 S5 13'-4' 3V-2' 50'-0' BEAM BMI = (3)13/4' X 16' 2BOOFB-2.0E LVL. ATTACH TWO PLIES W/ (3) ROWS OF 16D NAILS 6 12' O.G. STAGGERED FROM ONE FACE ONLY, FLIP BEAM AND ATTACH THE THIRD PLY W/ (3) ROWS OF 161) NAILS a 12' O.C. STAGGERED TO THE UN -NAILED SIDE OF THE FIRST TWO PLIES. USP CONNECTION CHART CONNECTION QTY. CONN. CAPACITY (Ibs) FASTENERS'" PER CONN. Simpson H10A 1 1340 18-1Od x 1 1/2" JUS26 1 630 (R = 835) 6-1 Od RT7 1 495 5-8d x 1 1/2" & 5-8d HTW20 1 1285 24-1Od x 1 1/2" HTW20 2 2570 20-10d HTA20 1 1870 9-1Od x 1 1/2" HTA20 1 2 2430 1 9-1Od x 1 1/2" 'Double connectors to be placed diagonally to each other. **Do not drive nails through the truss plate on the opposite side of the truss which could force the plate off the truss. UFFER ROOF FRAMING FLAN "All SCALE: 1/4'=I'-0' TRU55 FRAMING N0TE5 1, ALL CONNECTIONS PER U5P CATALOG (LATEST EDITION) - UNA. CONTACT ENGINEER FOR ALTERNATE CONNECTIONS 2. 1PRE-ENGINEERED WOOD TRUSSES SPACED 6 24' O/C TYPICAL, LNLE65 NOTED OTHERWISE 3. 15EE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF INFORMATION. 4. I TR155 TO TRUSS ATTACHMENT PER TRUSS MANUFACTURER UPLIFT VALUES SHOWN ARE CALCULATED BASED ON CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM TF25 MANUFACTURER'5 VALUES F THE CONTRACTOR, TRU56 MANUFACTURER OR OTHER DE51GN PROFESSIONALS REVISE THE SHOWN INFORMATION, DANSCO ENGINEERING, LLC 15 REQUIRED TO REVIEW ALL FINAL CON5TRUCTION DOCUMENTS FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT. s. f% ..:....:.... DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineenng.com CA 25948 O 0 N Z L`I o� o� za �J� aC w G d M < 00 W Z CA WUj J O O t0 Cr LLJ � Q w Lu z w O Q�> LU � 0 w�u Im � � X co z��w m Q O 0o U U o• �NQ 00 LL-I U M Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ® 2019 LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ®2019-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 12.13.17 1.00 6TH ED. (2017) FBC UPDATES 12.29A7 1.01 PLAN REVISIONS TO HVAC SPACE & ELECTRICAL 04.30,18 1.02 REV. FLOOR TURSS LAYOUT 02.07.19 1.03 USE SIMPSON H10 ILO USP RT16A VERSION ,07.19 r Fz - ;.> A�q F� ow m z O .:.� w W C�� yzN 3 QN =N j� c W wM =� �'m W ::)U r* wU Q LLI = LJj LJ_I fzn W ❑ ❑ SHEET TITLE: FLOOR & ROOF FRAMING ELEVATION "A" SHEET INFORMATION: JOB NO.: 390445 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 6A SPEC I E I GAT I ONS I. I. CONSTRUCTION I. I. I. AGI 50-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE A5CE5/AGI 550-13, TM5 402-16 $ A5GE6/AGI 530.1-15, TMS 602-I69 5PEGIFIGATION5 FOR MASONRY 5TRUGTURE5. I. 1.3. A5TM G270-12a, G416-10, AND GqO-14 SPECIFIGATION5 FOR MASONRY STRUCTURES I. 1. 4. NATIONAL DE51ON SPEC, IFIGATION5 (NIPS) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL AGGOMPANYING SUPPLEMENTS. I. I. 5. FLORIDA RESIDENTIAL GODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (201-7) I. I. b. "MANUAL OF STEEL GON5TRUGTION, ALLOHABLE STRESS DESIGN", BY THE AMERIGAN INSTITUTE OF STEEL GON5TRUGTION, (AI5G) I. I. 7. "DESIGN SPEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRU55E5" BY THE TRU55 PLATE INSTITUTE TPI 1-14. 1.2. DESION : I. 2. I. AGI 3lb-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL GONGRETE I. 2. 2. A5CE5/AGI 530-15, TM5 402-I6 & ASGE6/AGI 530.1-15, TM5 602-I6 5PEGIFIGATION5 FOR MASONRY STRUCTURES. I. 2. 3. A5TM G270-120, G416-10, AND Gq0-14 5PEGIFIGATION5 FOR MASONRY 5TRUCTURES I. 2. 4. NATIONAL DE51ON 5PEGIFIGATION5 (NIPS) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL AGGOMPANYING SUPPLEMENTS. I. 2. 5. PLYWOOD DE51ON 5PEGIFIGATIONS (APA) I. 2. 6. FLORIDA RESIDENTIAL GODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (201-7) 1.5. SHOP DRAWINOS : I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRANINGS HITHOUT NRITTEN APPROVAL FROM THE ENGINEER OF REGORD. 1. 3. 2. ALL SHOP DRAHINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE GOMMENGEMENT OF GONSTRUGTION. ALL ROOF AND FLOOR TRU55 SHOP PRANIN65 ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INGLUDE : DRAHING5 AND GALGULATION5, REAGTIONS AND BEARING POINTS, BRAGING REQUIREMENT5, AND GONNEGTIONS TO SUPPORTING TRUSS MEMBERS. 2. DES I O N LOADS THIS STRUGTURE HAS BEEN DESIGNED IN AGGORDANGE HITH THE 6th ED. (2017) FLORIDA BUILDING CODE, RESIDENTIAL BUILDING GATEGORY: II 2. I. DEAD LOADS : ROOF TILE (TG=15P5F, BG=IOP5F) 25P5F ASPHALT SHINGLE (TG=7P5F, BG=IOP5F) 17P5F METAL (TG=IOPSF, BG=IOPSF) 20PSF FLOOR TILE (GERAMIG, 1/2" MORTAR BED) 25P5F CARPET OR HOOD 15P5F 2. 2. LIVE LOADS ROOF 20PSF FLOOR ONE- AND TWO-FAMILY DWELLINGS UNINHABITABLE ATTIG, NO STORAGE IOPSF UNINHABITABLE ATTIC, LIMITED STORAGE 20P5F HABITABLE ATTIG5, 5LEEPING AREAS 30P5F OTHER 40PSF EXTERIOR DEGK5 SAME AS OGGUPANGY SERVED RAILING - NONGONGURRENT 50PLF OR 200LB LIVE LOAD REDUGTION5 PER CODE 2. 3. ROOF SNOW LOAD DATA: GROUND 5NON LOAD, Pq = WA 2. 4. WIND LOADS : BASIC, HIND SPEED, V (3-5EG. GUST) 140MPH (Vasd=IObMPH) HIND EXPOSURE C INTERNAL PRESSURE GOEFFIGIENT V-0.0 G6G DESIGN PRESSURE SEE PLAN HIND BORNE DEBRIS PROTECTION SHUTTER/IMPAGT OLA55 2. 5. SEISMIG DESIGN DATA: SEISMIG IMPORTANCE FACTOR, 1, 1.0 SEISMIG RISK GATEGORY II MAPPED 5RA, 55, 51 WA SITE GLASS A DE51ON SRG, 5D5, SDI WA SEISMIC, DESIGN GATEGORY N/A BASIC, SFR5 MASONRY HALLS DE516N BASE SHEAR, (UNFAGTORED) WA SEISMIC, RESPONSE GOEFFIGIENT, GS WA RESPONSE MODIFICATION FACTOR, R N/A ANALYSIS PROGEDURE ELF 2. 6. FLOOD DESIGN DATA: DATUM NAVDbb FLOOD ZONE "X' BASE FLOOD ELEVATION: WA LOWEST PROPOSED FLOOR ELEVATIONS WA 3. DEELEGTIONS: LIVE LOAD L/360 TOTAL LOAD L/240 4. MATERIALS 4.1. RE I NFORC I NO STEEL 4. I. I. REINFORGING STEEL SHALL BE ASTM Ab15/A615M-Og GRADE 40, f'y = 40 Ksi 4. 1.2. LAP 5PLIGE SHALL BE AS FOLLOH5: #5 BAR 25", #4 BAR 20", #3 BAR 15". 4. I. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORGING ARE TO THE GENTERLINE OF EACH BAR EXGEPT HHERE THE GOVER DIMENSION 15 5HONN TO THE FACE OF THE GONGRETE. 4. I. 4. REINFORGING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. I. 5. REINFORGING MEGHANIGAL GOUPLER5 ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN GOVER REQUIREMENTS : G-I-P GONGRETE FORMED AGAINST EARTH : 3" G-I-P GONGRETE EXPOSED TO EXTERIOR : 211 G-I-P GONGRETE NOT EXPOSED IY2" GROUT FILLED MASONRY : 314 4. 1. 7. HELPED HIRE FABRIC, (NHF): AIOb4/A1064M-16a 4. 1. b. DETAIL REINFORGEMENT IN AGGORDANGE WITH AGI 315-LATE5T EDITION. 4. 2. CONGRETE : MODULES OF 4. 2. I. CONCRETE TYPE MIN. 28 DAY DESIGN (f'c) ELASTIGITY DESIGN (E) G-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2, 550 Ksl G-1-P GONGRETE (NORMAL WEIGHT) HERNANDO GO. ONLY 5,000 Psi 5,122 K51 G-I-P GROUT 1 5,000 Psi 1 5,122 K51 4. 2. 2. GONGRETE SHALL GON515T OF I" MAXIMUM AGGREGATE GONGRETE MIX HITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLAGEMENT. SEE SPEGIFIGATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/b" MAXIMUM AGGREGATE) GONGRETE MIX WITH SLUMP BETHEEN b" AND 10" AT TIME OF PLAGEMENT. SEE 5PEGIFIGATION5 FOR ADDITIONAL CRITERIA. 4. 2. 4. GON5TRUGTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLAGEMENT AND GURIN6 SHALL BE GONDUGTED IN AGGORDANGE HITH THE 5PEGIFIGATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLAB5 (EXGLUDING EXTERIOR NALKHAYS 6 DRIVEHAY5) 3 1/2" MIN. THICKNESS H/ MIN. REINFORGEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 NHF IN TOP OF I-1/2" OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. HNF GONTRAGTORS DISGRETION. 4. 2. 7. GONGRETE PLAGEMENT PRAGTIGE5 SHALL BE IN AGGORDANGE H/ ALL AGI- MGP 2017 STANDARDS. 4.5. GONGRETE MASONRY : 4. 3. I. FILLED CELLS H/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM G90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS 4 CAVITIES BELOH GRADE HILL BE FILLED H/ CONCRETE IN ALL STEM HALLS 4. 3. 4. THE AGGREGATE 5TRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 P51 MINIMUM 4. 3. 5. METHOD OF GONGRETE MASONRY PLAGEMENT AND GON5TRUGTION SHALL BE GONDUGTED IN AGGORDANGE HITH THE 5PEGIFIGATION5 AS STATED. 4. 3. 6. MORTAR SHALL BE TYPE "S" FOR ALL MASONRY GON5TRUGTION. 4. 3. 7. MASONRY ROUGH OPENING MAY VARY IN THE GROSS 5EGTION DIMENSION OR ELEVATION DIMENSION 5PEGIFIED ON THE APPROVED PLANS FROM -1/4" TO +I/2" PER SECTION R606.3.1.1 4.4. 5TRUGTURAL LUMBER : 4. 4. I.I. INTERIOR LOAD BEARING HALLS SPF STUD OR BETTER, fb = 615 PSI, E = 1200 Ksl ALL EXTERIOR FRAMING 5PF #2 OR BETTER, fb = b15 PSI, E = 1,40OK51 4. 4. 1.2. ALL FRAME HALLS TO BE GONSTRUGTED USING 5PF , STUD QUALITY OR BETTER, UNLESS NOTED OTHERHISE 4. 4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 3. ALL PLYWOOD USED FOR INTERIOR APPLIGATION5 SUGH AS SUB FLOORING AND SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 4. IF OSB BOARD 15 TO BE USED IN PLAGE OF PLYWOOD 15 TO HAVE SIMILAR OR GREATER 5EGTION PROPERTIES. 4. 4. 5. ONLY STRUGTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLIGATION. HOOD IN GONTAGT HITH GONGRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4. 4. 6. HHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE MANUFAGTURER 15 TO SUBMIT SHOP DRANINGS TO THE ENGINEER OF RECORD. 4. 4.1. DESIGN, FABRIGATE AND ERECT HOOD TRUSSES IN AGGORDANGE HITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRUSSES" BY THE ANSI/TPI 1-14, BG51 2015 4. 4. b. UNTREATED HOOD SHALL NOT BE IN DIRECT GONTAGT HITH GONGRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOGATION5 NITHOUT NOOPEN TOP PLATES. 4. 4. q. ALL EXTERIOR FRAME HALLS SHALL BE 5TUGGO FIN15H AND SHALL BE APPLIED IN 5TRIGT AGGORDANGE WITH THE FRG 5EGTION R703.7.2 AND WITH ASTM Gc126 INGLUDING THE REFERENGE IN A5TM Gg26 5EGTION 5 TO SEGTION XI.4.2 OF THE APPENDIX - 7/b" TOTAL THIGKNE55 APPLIED IN THREE LAYERS (3/b" - 3/8," - 1/8,") OVER METAL LATH OVER HATER RESISTIVE BARRIER. THE HATER RESISTIVE BARRIER SHALL INGLUDE A HATER -RESISTIVE VAPOR -PERMEABLE BARRIER HITH A PERFORMANGE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY 5UGH THAT EAGH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND SHALL BE ATTAGHED DIRECTLY TO THE SHEATHING OVER FLASHING INSTALLED IN AGGORDANGE HITH THE APPLIGABLE BUILDING CODE AND MANUFAGTURER'S 5PEGIFIGATION5. GURING TIME FOR 3-GOAT STUCCO, EAGH GOAT SHALL BE KEPT IN A MOIST GONDITION FOR AT LEAST 4b HOURS PRIOR TO THE APPLICATION OF THE NEXT GOAT. THE 2ND GOAT SHALL NOT BE APPLIED SOONER THAN 46 HR5 AFTER APPLICATION OF THE 15T GOAT. THE FIN15H GOAT SHALL NOT BE APPLIED SOONER THAN 7 DAYS AFTER THE APPLICATION OF THE 2ND GOAT. UNLE55 APPLIGATION5 INSTALLED IN AGGORDANGE HITH ASTM Gg26 INGLUDING THE REFERENGE IN ASTM Gg26 SECTION b TO 5EGTION XI.4.2 OF THE APPENDIX 4. 4. 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO A5TM G 1063 PER FLORIDA RESIDENTIAL CODE R7O3.1.1 4. 4. 11. FIELD GUT ENDS, NOTGHE5 AND DRILLED HOLES OF PRE5ERVATIVELY TREATED HOOD SHALL BE TREATED IN THE FIELD IN AGGORDANGE HITH ANPA M 4 4. 5. FASTENERS AND TIE DOWNS : 4. 5. I. FASTENERS AND TIE DOHN5 SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, GHANNEL5 : ASTM A36/36M Ob Fy = 36 Ksi ROUND METAL PIPE : ASTM A53/A53M-12, GRADE B Fy = 35 Ksi SQUARE METAL TUBING : ASTM A500-13, GRADE B Fy = 46K51 HIGH STRENGTH BOLTS : ASTM A525-14 MACHINE BOLTS : GALVANIZED ASTM A307-12 4. 5. 2. SHEET METAL AGGE55ORIE5 SHALL CONFORM TO : Fy = 33KE INITH GGO GALVANIZED GOATING IN AGGORDANGE HITH A5TM A525-q3. 4. 5. 3. NAILS SHALL GON515T OF : COMMON HIRE NAILS HITH MINIMUM DIAMETER AS FOLLON5 : bd = 0.151", IOd = 0.145", 12d = 0.14b", 16d = 0.162". 4. 5. 4. ALL FASTENERS AND TIE DONN5 EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI-GORRO5IVE GOATING BY MANUFAGTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOHN5 ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOHNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRU55 STRAPPING ARE TO BE INSTALLED IN AGGORDANGE HITH THE PLANS AND SPEGIFIGATION5. GONGRETE EMBEDDED 'JBOLTS USED FOR UPLIFT ARE TO BE HET SET PRIOR TO INITIAL SET OF THE GONGRETE, SPAGING AND ALIGNMENT ARE TO BE IN AGGORDANGE HITH THE DE51ON PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. b. GONGRETE EMBEDDED TIE DOHN5 USED FOR TRU55 AND HALL UPLIFT ARE TO BE PLAGED AROUND EMBEDDED REINFORGING PRIOR TO OR NHILE PLAGING GROUT. 4. 5. q. P05T-IN5TALLED ANGHOR5 INTO GONGRETE I. POST -INSTALLED ANGHOR5 SHALL ONLY BE USED HHERE 5PEGIFIED ON THE GON5TRUGTION DOGUMENTS. THE GONTRAGTOR SHALL OBTAIN APPROVAL FROM DAN5GO ENGINEERING, LLG PRIOR TO INSTALLING POST -INSTALLED ANGHORS IN PLAGE OF MISSING OR MISPLACED CAST-IN-PLAGE ANGHOR5. 2. CARE SHALL BE TAKEN IN PLAGIN6 PO5T-IN5TALLED ANCHORS TO AVOID GONFLIGT5 HITH EXISTING REBAR. 3. HOLES SHALL BE DRILLED AND GLEANED IN AGGORDANGE HITH THE MANUFACTURER'S PRINTED IN5TRUGTIONS (MPII). 4. SUBSTITUTION REGIUE5TS FOR PRODUCTS OTHER THAN THOSE 5PEGIFIED BELOW SHALL BE SUBMITTED BY THE GONTRAGTOR TO DE ALONG HITH GALGULATION5 THAT ARE PREPARED 6 SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE GALGULATION5 SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT 15 CAPABLE OF AGHIEVIN5 EQUIVALENT PERFORMANGE (MINIMUM) VALUES OF THE 5PEGIFIED PRODUCT USING THE APPROPRIATE DESIGN PROGEDURE AND/OR 5TANDARD(S) AS REQUIRED BY THE FLORIDA BUILDING CODE. 5. PROVIDE PERIODIC, 5PEGIAL INSPECTION FOR THRESHOLD BUILDING5 FOR ALL ADHESIVE AND MEGHANIGAL ANGHOR5 PER THE PRODUGT'S FLORIDA PRODUCT APPROVAL. b. GONTAGT MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND INSTALLATION OF ANGHOR5 AND FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY. GALL 51MP50N STRONG -TIE AT (500) qqq-50gq. GALL HILT] AT 066) 445-bb21. 1. MEGHANIGAL ANGHOR5 SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH AGI 555.2 AND IGG-ES AGIg3 FOR GRAGKED AND UNGRAGKED GONGRETE REGOGNITION. PRE -APPROVED MEGHANIGAL ANCHORS INGLUDE: A) SGREN: 51MP50N STRONG -TIE "TITEN-HD" OR HILT] "KNIK HU5-EZ" B) EXPANSION: SIMP50N STRONG -TIE "STRONG -BOLT 2" OR HILTI "KNIK BOLT TZ" b. ADHESIVE ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE HITH AGI 355.4 AND IGG-E5 AG305 FOR GRAGKED AND UNGRACKEP CONCRETE REGOGNITION. ADHESIVE ANCHORS SHALL BE INSTALLED IN GONGRETE HAVING A MINIMUM AGE OF 21 DAYS PER AGI 316-14 D.2.2. HOLES SHALL BE DRY AT THE TIME OF INSTALLATION. ADHESIVES SHALL HAVE MAX. IN-5ERVIGE SHORT-TERM TEMPERATURE OF 150°F, AND MAX. IN-5ERVIGE LONG-TERM TEMPERATURE OF 110°F (AGI 318 DA.2.0. PRE -APPROVED ADHESIVE ANCHORS INGLUDE: A) EPDXY: SIMP50N STRONG -TIE "SET-XP" OR HILTI "HIT -RE 500-SD" B) FAST GURE: 51MPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 200" 4.5. 10. POST -INSTALLED ANGHOR5 INTO MASONRY I. MEGHANIGAL ANGHOR5 INSTALLED IN SOLID -GROUTED GONGRETE MASONRY SHALL HAVE BEEN OUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AGOI OR AGIO(q, PRE -APPROVED MEGHANIGAL ANGHORS INGLUDE: A) SGREN: SIMPSON 5TRONG-TIE "TITEN-HD" OR HILTI "KNIK HU5-EZ" B) EXPANSION: SIMPSON STRONG -TIE "STRONG -BOLT 2", "HEDGE -ALL" OR HILTI "KHIK BOLT 3" 2. ADHESIVE ANGHOR5 INSTALLED IN SOLID -GROUTED GONGRETE MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-ES AG55. PRE -APPROVED ADHESIVE ANCHORS INGLUDE: A) EPDXY: SIMP50N STRONG -TIE "SET-XP" B) FAST GURE: 51MP50N STRONG -TIE "AT-XP" OR HILTI "HIT-HY 10" 3. ADHESIVE ANCHORS INSTALLED IN HOLLOW GONGRETE MASONRY a UNREINFORGED GLAY BRIGK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AG58 OR AG60, RE5PEGTIVELY. PRE -APPROVED ADHESIVE ANGHOR5 INGLUDE: A) SIMP50N STRONG -TIE "SET" OR HILTI "HIT-HY 10" 4. THE APPROPRIATE SCREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANGHOR5 INSTALLED IN HOLLON GONGRETE MASONRY OR UNREINFORGED GLAY BRIGK MASONRY AS REQUIRED BY THE ADHESIVE MANUFAGTURER. 4. 6. MICRO -LAM LUMBER: 4. 6. I. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,g50 P51 Ft = I b50 P51 Fc = 500 P51 (PERPENDIGULAR) Fc = 2,100 (PARALLEL) 4.7. STEEL: Fv = 2b5 PSI 4. 7. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL EREGTOR. 4. 1. 2. FABRICATE AND ERECT ALL STRUGTURAL STEEL IN AGGORDANGE HITH A.I.S.G. "5PEGIFIGATION FOR THE DESIGN, FABRICATION, AND EREGTION OF 5TRUGTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUGTURAL STEEL: ASTM A36/36M Ob. 4. 1. 4. STEEL TUBING: A5TM A500-10, GRADE B. 4. 7. 5. HELPED GONNEGTION5: E10XX ELEGTRODES, MINIMUM 5IZE FILLET HELPS 3/16", ANS GERTIFIED HELPERS. GERTIFIGATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. HHERE STEEL BEAMS ARE GONTINUOU5 OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE HEB, OF A THIGKNE55 EQUAL TO BEAM FLANGE THIGKNES5, LOCATED AT THE GENTER LINE OF THE TUBE GOLUMN. THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE GONTRAGTOR UNTIL REQUIRED GONNEGTIONS OR ELEMENTS ARE IN PLACE. 4. 8. SOIL: 4. b. I. THE FOOTING 15 DESIGNED BASE ON 2000 PSF SOIL BEARING PRESSURE. GONTRAGTOR/ OTNER SHALL VERIFY SOIL BEARING PRE55URE OF THE PROPOSED SITE. 4, b. 2. ALL 501L IS TO BE GLEAN $ POISONED FOR TERMITES PER FBG 6TH EDITION (2017) RESIDENTIAL 5EGTION5 R30.1, R31,5.2, R50.3, 8 R31853 TERMITE PROTEGYION`- PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT • SOIL GHEMIGAL BARRIER METHOD • OTHER TREATMENT - MUST 5PEGIFY PROP05ED METHOD AND SUBMIT DOGUMENTATION, HH SUBSTANTIATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTECTION SYSTEM OR METHOD. IF CHEM I GAL SOIL TERMITE TREATMENT 15 USED I. FBG 105.11- "A PERMANENT 516N HHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-IN5PECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE P05TED NEAR THE HATER HEATER OR ELEGTRIG PANEL" 2. GONDENSATE AND ROOF DOWNSPOUTS SHALL D15GHARGE AT LEAST 1'-0" AWAY FROM THE BUILDING SIDE HALLS. 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED HITHIN 1'-0" OF THE BUILDING SIDE HALL. 4. FBG R315.7 - IN ORDER TO PROVIDE FOR INSPEGTION FOR TERMITE INFESTATION, GLEARANGE BETWEEN EXTERIOR HALL GOVERIN05 AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING HALL NOT BE LESS THAN 6 INGHE5 (152 MM) EXGEPTI ON5: I. PAINT OR PEGORATIVE GEMENTITIOU5 FINISH LE55 THAN 9 INGH (17.1 MM) THICK ADHERED DIREGTLY TO THE MASONRY FOUNDATION 51DEHALL. 2. AGGE55 OR VEHIGLE RAMPS HHIGH RISE TO THE INTERIOR FINISH FLOOR ELEVATION FOR THE HIDTH OF 5UGH RAMPS ONLY. 3. A 4-INGH (102 MM) IN5PEGTION SPACE ABOVE PATIO AND GARAGE SLABS AND ENTRY AREAS. 4. IF THE PATIO HAS BEEN 501L TREATED FOR TERMITES, THE FINISH ELEVATION MAY MATGH THE BUILDING INTERIOR FINISH FLOOR ELEVATIONS ON MASONRY GONSTRUGTION ONLY. 5. MASONRY VENEERS CONSTRUCTED IN AGGORDANGE HITH SEGTION R30.4. 5. R31b.1.1 IF 501L TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL GHEMIGAL 501L TREATMENT IN51DE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BAGKFILLING AND GOMPAGTION IS GOMPLETE. 6. R315.1.2 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 501L AREA DISTURBED AFTER INITIAL GHEMIGAL SOIL TREATMENT SHALL BE RETREATED WITH A GHEMIGAL 501L TREATMENT INCLUDING 5PAGE5 BOXED OR FORMED. 7. R31b.1.3 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN GONGRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY U51NO PLASTIC, OR METAL PERMANENTLY PLAGED FORMS OF 5UFFIGIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANGE AFTER INITIAL GHEMIGAL SOIL TREATMENT. b. R30.1.4 IF 501L TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION. GHEMIGALLY TREATED SOIL SHALL BE PROTEGTED HITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTEGT AGAINST RAINFALL DILUTION. IF RAINFALL OGGUR5 BEFORE VAPOR RETARDER PLAGEMENT, RETREATMENT IS REQUIRED. ANY WORK, INGLUDING PLAGEMENT OF REINFORGING STEEL, DONE AFTER GHEMIGAL TREATMENT UNTIL THE GONGRETE FLOOR 15 POURED, SHALL BE DONE IN 5UGH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. q. R31b.1.5 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GONGRETE OVERPOUR OR MORTAR AGGUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR GHEMIGAL SOIL TREATMENT, TO ENHANGE VERTICAL PENETRATION OF THE GHEMIGALS. 10. R318.1.6 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GHEMIGAL SOIL TREATMENTS SHALL AL50 BE APPLIED UNDER ALL EXTERIOR GONGRETE OF GRADE WITH I FOOT (305 MM) OF THE PRIMARY 5TRUGTURE SIDEHALLS. ALSO, A VERTIGAL GHEMIGAL BARRIER SHALL BE APPLIED PROMPTLY AFTER GONSTRUGTION 15 GOMPLETED, INCLUDING INITIAL LANDSGAPING AND IRRIGATION/5PRINKLER INSTALLATION. ANY 501L DISTURBED AFTER THE GHEMIGAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. II. R315.17 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5EGTION R30.1.1, THROUGH 5EGTION 1`2316.1.6 DO NOT APPLY; HOHEVER, A SIGNED GONTRAGT ASSURING THE INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING 5Y5TEM FOR A MINIMUM OF FIVE YEARS FROM THE 155UE OF THE GERTIFIGATE OF OGGUPANGY SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. IF THE BAITING SYSTEM DIRECTION5 FOR US REQUIRE A MONITORING PHASE PRIOR TO INSTALLATION OF THE PESTICIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE MONITORING PHASE GOMPONENTS SHALL BE DEEMED TO GON5TITUTE INSTALLATION OF THE SYSTEM. 12. R30.1.b IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A HOOD TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SEGTIONS R31b.1.1 THROUGH R31b.1.6 DO NOT APPLY. APPLICATION OF THE HOOD TREATMENT TERMITIGIDE5 SHALL BE AS REQUIRED BY LABEL DIRECTIONS FOR USE, AND MUST BE GOMPLETED PRIOR TO FINAL BUILDING APPROVAL. 13. R315.1 TERMITE PROTEGTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITIGIDE5, INCLUDING 501L APPLIED PE5TIGIDE5, BAITING SYSTEMS, AND PESTIGIDE5 APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEN GONSTRUGTION. SEE SECTION 202, REGISTERED TERMITIGIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A GERTIFIGATE OF COMPLIANCE SHALL BE 155UED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL GOMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS REGEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE WITH RULES AND LAN5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRIGULTURE AND CONSUMER 5ERVIGE5." 14. R318.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E-CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTEGTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INGH (0.25 MM), AND BE SEALED HITHIN THE SLAB USING A NON-GORRO5IVE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR SPACE BETHEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 15. R50.3 GLEANING. GELL5 AND GAVITIES IN MASONRY UNITS AND AIR GAPS BETWEEN BRIGK, STONE OR MASONRY VENEERS AND THE STRUCTURE SHALL BE GLEANED OF ALL NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE HOOD, OR OTHER GELLUL05E-GONTAININ6 MATERIAL PRIOR TO GONGRETE PLAGEMENT. EXGEPTION: INORGANIC, MATERIAL MANUFAGTURER FOR GLOSIN6 GELL5 IN FOUNDATION GONGRETE MASONRY UNIT GON5TRUGTION OR GLEAN EARTH FILL PLAGED IN GONGRETE MASONRY UNIT V0105 BELOW SLAB LEVEL BEFORE TERMITE TREATMENT 15 PERFORMED. 4. b .5. SOIL IS TO BE GOMPAGTED TO q5% MODIFIED PROCTOR AS DEFINED BY ASTM D 1551-12el NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. OR SENTRIGON SYSTEM TO BE USED 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDIGTION "LIQUID BORATE OR BOR-A-GOR" PRODUCT OR SENTRIGON SYSTEM, METHODS MUST BE DETERMINED AT PERMIT 5TAGE . 2) PRE55URE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF HOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. REG2U I RED SAFETY O LAZ I NO IN HAZARDOUS LOCATIONS 5AFETY GLAZING (RE: FRG R308.4) R30b.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE GON51DERED 5PEGIFIG HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING: I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS. EXCEPTIONS: I. GLAZED OPENIN65 OF A 5IZE THROUGH HHIGH A 3-INGH DIAMETER (76 mm) SPHERE 15 UNABLE TO PA55. 2. DECORATIVE GLAZING. 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJAGENT TO A DOOR SHALL BE GON5I0ERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INGHE5 (1524 MM) ABOVE THE FLOOR OR HALKING 5URFAGE AND IT MEETS EITHER OF THE FOLLOHING GONDITION5: I. WHERE THE GLAZING 15 WITHIN 24 INGHE5 (610 MM) OF EITHER 51DE OF THE DOOR IN THE PLANE OF THE DOOR IN A GL05ED POSITION. 2. HHERE THE GLAZING 15 ON A HALL PERPENDIGULAR TO THE PLANE OF THE DOOR IN A GLO5ED POSITION AND HITHIN 24 INGHE5 (610 MM) OF THE HINGE SIDE OF AN IN-51HINGING DOOR. EXCEPTIONS: I. DECORATIVE GLAZING. 2. WHERE THERE 15 AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETHEEN THE DOOR AND THE GLAZING. 3. HHERE AGGE55 THROUGH THE DOOR 15 TO A GLO5ET OR STORAGE AREA 3 FEET (c114 MM) OR LE55 IN DEPTH. GLAZING IN THIS APPLICATION SHALL GOMPLY HITH SECTION R305.4.3. 4. GLAZING THAT IS ADJAGENT TO THE FIXED PANEL OF PATIO DOORS 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE HINDON THAT MEETS ALL OF THE FOLLOWING GONDITION5: I. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN g ms SQUARE FEET 0.836•AND 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN Ib INGHE5 (457 mm) ABOVE THE FLOOR; AND 5. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INGHE5 (6114 mm) ABOVE THE FLOOR; AND 4. ONE OR MORE WALKING 5URFAGE ARE HITHIN 3b INGHE5 M14 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: I. DECORATIVE GLAZING. 2. HHEN A HORIZONTAL RAIL 15 INSTALLED ON THE AGGE551BLE 51DE(5) OF THE GLAZING 34 TO 35 INCHES (b46 TO qb5) ABOVE THE HALKING 5URFAGE. THE RAIL SHALL BE CAPABLE OF NITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/m) HITHOUT GONTAGTING THE GLAS5 AND BE A MINIMUM OF 1 1/2" INGHE5 (3& mm) IN GRO55 5EGTIONAL HEIGHT. 3. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS HHEN THE BOTTOM EDGE OF THE 6LA55 15 25 FEET (1620 mm) OR MORE ABOVE GRADE, A ROOF, HALKING 5URFAGE5 OR OTHER HORIZONTAL (WITHIN 45 DEGREE5 (O.q7 RAP) OR HORIZONTAL) 5URFAGE ADJAGENT TO THE 6LA55 EXTERIOR. 4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING 5URFAGE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUGTURAL INFILL PANELS. 5. GLAZING IN HALLS, ENGL05URE5 OR FENGE5 GONTAINING OR FAGING HOT TUB5, SPAS, HHIRLPOOL5, SAUNAS, STEAM ROOMS, BATHTUBS, 5HOHER5 AND INDOOR OR OUTDOOR 5NIMMING POOLS HHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INGHE5 (1524 MM) MEASURED VERTIGALLY ABOVE ANY STANDING OR HALKING 5URFAGE SHALL BE GONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO 51NOLE GLAZING AND EAGH PANE IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT 15 MORE THAN 60 INGHE5 (1524 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE HATER'S.EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. 6. GLAZING WHERE THE BOTTOM EXP05ED EDGE OF THE GLAZING 15 LE55 THAN 36 INGHE5 N14 MM) ABOVE THE PLANE OF THE ADJAGENT WALKING 5URFAGE OF 5TAIRWAY5, LANDIN05 BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXGEPTI ONS: I. HHERE A RAIL 15 INSTALLED ON THE AGGES5IBLE 51DE(5) OF THE GLAZING 34 TO 35 INGHE5 (564 TO g65 MM) ABOVE THE HALKING 5URFAGE. THE RAIL SHALL BE CAPABLE OF NITH5TANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) WITHOUT GONTAGTIN5 THE OLA55 AND HAVE A GRO55-5EGTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INCHES (35 MM). 2. GLAZING 36 INGHE5 N14 MM) OR MORE MEASURED HORIZONTALLY FROM THE HALKING SURFAGE. 7. GLAZING ADJAGENT TO THE LANDING AT THE BOTTOM OF A 5TAIRHAY HHERE THE GLAZING 15 LE55 THAN 36 INGHE5 (c114 MM) ABOVE THE LANDING AND WITHIN A 60-INGH (1524 MM) HORIZONTAL ARG LE55 THAN IbO DEGREES FROM THE BOTTOM TREAD N051NO SHALL BE GON5IDERED TO BE A HAZARDOUS LOCATION. EXGEPTION: THE GLAZING 15 PROTEGTED BY A GUARD GOMPLYING WITH 5EGTION P312 AND THE PLANE OF THE OLA55 15 MORE THAN 15 INGHE5 (457 MM) FROM THE GUARD. NOTE: IT 15 THE GONTRAGTOR5 RESPONSIBILITY TO REVIEW ALL PRANIN05 BEFORE GON5TRUGTION BEGINS. DANSGO ENGINEERING, LLG IS RESPONSIBLE FOR THE 5TRUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY D15GREPANGY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFE5510NALS' SHOP DRAWINGS, GONTRAGTOR5' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DE51ON SOLUTIONS, ING. PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION. ATTENTION: GHEMIGAL GHANGE5 IN PRESSURE TREATED HOODS AS OF DEGEMBER 315T, 2003, GHROMATED GOPPER ARSENATE (GGA-C) HILL NO LONGER BE PRODUGED FOR RESIDENTIAL OR GENERAL GONSUMER USE. SEVERAL NEW PRESSURE TREATED HOOD ALTERNATIVES HAVE BEEN GREATED TO REPLAGE GGA-G. MANY OF THE NEW PRESSURE TREATED WOODS USE GHEMIGALS THAT ARE CORROSIVE TO STEEL. IT IS THE GONTRAGTOR'5 RESPONSIBILITY TO VERIFY THE TYPE OF HOOD TREATMENT AND TO 5ELEGT APPROPRIATE GONNEGTOR5 THAT RESIST GORRO510N. FOR EXAMPLE, AGO-G, AGG-D, GBA-A, OR GA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. HORST GASE DES I GN PRESSURE TABLE BUILDING DATA WIND SPEED 140 MPH (Vasd 108 MPH) WIND EXPOSURE -- 'C' (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.16 ENCLOSED BLDG) DE51GN WIND PRE55URE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 0 END ZONE IS ONLY WITHIN 5'-0' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS (ASD PRESSURES) 140 MPH + 25.6 PSF / - 343 PSF (END) UNLESS NOTED ON FLOOR PLANS + 25.6 PSF / - 21.1 PSF (INTERIOR) UNLESS NOTED ON FLOOR PLANS GARAGE DOORS (ASD PRESSURES) SINGLE Bxi + 223 PSF / - 253 PSF DOUBLE 16x-I + 21.4 PSF / - 218 PSF DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com CA 25948 O O N Z w O U) Oo zM O Ln Q J aWw^ H a a g Q 00 Z W WLu J O O d0' U w Lu Lu = w I� V) = O V) �- J Q 1 m z Q O m m 0 0 U z w U z z 00 O V) � IZ V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE"C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. ©2019 LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2019 -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 UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS --REFER CE TABLE VERSION-, k10. ,t.03102.1.1.19 E� L Q w _J Z __I O w Q L = U W i� LO >_ Q N N = N 00 W ZD _ :E* � w Z Q L i = wi Lu h� F-0- dCL '9L W ❑ ❑ SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 390445 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH SIN O 011 I 1 Ob CV LO r- I RAFTER SPAN TA5LE MEMBER 51ZE AND SPACING(U MAXIMUM LENGTH MEMBER CONNECTIONS* 2' X 4' 6 16' O.G. 1'-5' (2) 16d TOENAILS 2' X 6' 6 16' O.G. 101-51 (2) 16d TOENAILS 2' X 8' 6 16' O.C. 131-9' (3) 16d TOENAILS 2' X 10' 6 16' O.G. 161-5' (U USP HTW20 OR (3) 16d TOENAILS 2' X 12, 6 16' O.G. 1,31-3' (1) USP HTW20 OR (4)16d TOENAILS 2' X 4' 6 24' O.C. 61-1' (2) 16d TOENAILS 2' X 6' 6 24' O.G. 8'-6' (2) 16d TOENAILS 2' X 8' m 24' O.C. 111-0' (2) 16d TOENAILS 2' X 10' 9 24' O.G. 131-0' (3) 16d TOENAILS 2' X 12' g 24' O.C. 15'-4' (1) U5P HTW20 OR (3)16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). • SOUTHERN YELLOW PINE, 55 P5F LOADING "D2 x 4 MEMBER TO BE 5YP"1 NON -DENSE OR BETTER COMPONENT & CLADDING DESIGN PRESSURE (140mph (Vasd = 108mph), enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = Up to 30 feet, Occupancy Cat. II) TRIBUTARY AREA (ft2) ROOF WALL ZONE ZONE2 ZONE ZONE4 ZONE 10 17.1 -26.6 1 T 1 -46.2 17.1 -68.6 29.7 -30.8 29.7 -39.2 20 15.5 -25.2 15.5 -43.4 15.5 -64.4 28.3 -30.8 28.3 -36.4 50 14.0 -25.2 14.0 -37.8 14.0 -58.8 26.6 -28.0 26.6 -32.2 100 14.0 -23.8 14.0 -33.6 14.0 -54.6 25.2 -26.6 25.2 -30.8 125 14.0 -23.8 14.0 33.6 14.0 54.6 25.2 26.6 25.2 30.8 Notes: 1. For effective areas or wind 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 multiplying by adjustment coefficients in Table R301.2(3) of the 6th Edition (2017) FBC, Residential volume 3. Plus and minus signs signify pressures acting toward and away fromthe building surfaces. 4. Table values have been multiplied by 0.6 to convert component and cladding pressures to ASD. CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE GRAVITY(101rQ UPUFT(LBS) LATERAL, CONNECTOR GRAVITY(100•/") UPUFT(LBS) LATERAL, FASTENERS CONNECTOR SYP SPF SYP SPF F2(LBS) FASTENERS F2(LBS) SYP SPF SYP SPF MASON RY/CONCRETE APPLICATIONS MASONRY/CONCRETE APPLICATIONS HTA16 - - 1870 1608 710 (611) 9-10d x 11/2" HHETAI6 - - 2120 1 1781 1 770 10-10d x 11/2" HTA20 - - 1870 1608 710 (611) 9-10d x 11/2" HHETA20 - - 2120 1 1781 1 770 10-10d x 11/2" 9-10d x 11/2" & (4)1/4" x 13/4" RT36M 1395 1395 115 NONE TAPCON 18-10d & (1) 5/8" 0 A.B. W/ 18-10d x 11/2" & (1) 5/8" 0 A.B. HT716 3610* 3105* HTT4 3610* 3105* 8" EMBED. W/ 8" EMBED. 18-10d & (1) 5/8" 0 A.B. W/ 26-10d & (1) 5/8" 0 A.B. W/ 8" HTT45 - - 3812* 3625* - HTiS - - 3812* 3812* - 8" EMBED. EMBED. 16-10d & (5) 1/4" x 3" DeWalt 16-16d SINKERS & (7) 1/4x 21/4" LUGT2 1550 1550 475(400) LGT2 2030 1750 170 SCREW -BOLTS TITEN 2 ' (12)1/4" x 21/2" WOOD SCREWS (12) SDS 1/4" x 21/2" & (4) 3/8" x LUGT3 - - 3525 3240 - & (4) 3/8" x 5" DeWalt SCREW- LGT3-SDS2.5 - - 3285 2365 385 5" TITEN HD BOLTS 8-10d & (1) 3/4" 0 A.B. W/ 6" 8-10d x 11/2" & (1) 3/4" 0 A.B. W/ LTS19-TZ 1205* 1036* EMBED. LTT19 1310* 1125* - 6" EMBED. 18-10d x 11/2" & (1) 5/8" 0 A.B. LTTI31 - - 2805* 2412* _ NONE W/ 6" EMBED. 22-10d & (1) 5/8" 0 A.B. W/ 12" 22-10d & Ill 5/8" 0 A.B. W/ 12" MUGT15 2556** 2556** MGT 2556** 2556** EMBED. EMBED. (12) 1/4" x 3" WOOD SCREWS & (4) (18) SDS 1/4" x 3" & (2) 1/2" x 5" RFUS - - 7100 6106 _ (2) FGTR - - 8885 6395 3/4" x 6" DeWalt SCREW -BOLTS TITEN HD EA. FGTR FRAME APPLICATIONS FRAME APPLICATIONS RT7 - - 560 495 120 (120) 5-8d x 11/2" & 5-8d H2.5A - - 565 1 535 1 110 1 10-8d x 11/2" RT16A - - 1020 895 490 (345) 9-10d x 11/2" & 8-10d H10A - - 1340 1 1015 1 285 1 18-10d x 11/2" RT16-2 - - 1060 935 410(330) 16-8d H10A-2 - - 1080 1 930 1260(225) 18-10d x 11/2" SPT22 - - 735 632 275(236) 8-10d NONE SPT24 - - 1090 937 275(236) 12-10 SPT4 - - - 875 753 - 6-10d x 11/2" SPTH4 - - - 2195 18M - 12-10d x 11/2" MUGT15 t 24-10d & (1) 5/8" 0 BOLT MGT+ ZZ-lOd & (1) 5/8" 0 BOLT PHD4A k** 3852 ** 3313* _ (8) 1/4" x 3" WOOD SCREWS HDU4SDS2.5 *** 3965 **# 3285 525 (10) SIDS 1/4" x 21/2" LUGT2 - - 2260 1900 505(425) 32-10d NONE HTW20 -` - - 1530 1285 - 20-10d LSTA18 - - 1235 1110 - 14-10d LSTA18 - - 1235 1 1115 14-10d LSTA24 - - 1235 1235 - 16-10d LSTA24 - - 1235 1 1235 - 18-10d LSTA30 1640 1640 1 22-10d LSTA30 1640 1W 22-10d LSTA36 - - 1640 1640 - 22-10d LSTA36 - - 1640 1640 - 24-10d HUNG APPLICATIONS HUNG APPLICATIONS MSH29 2865 1 2200 1 715 570 - 10.10d & 4-10d NONE HUS26 2760 2430 2035 1630 20-16d THD26-2 2770 2382 2340 2012 - 18-16d & 12-10d THDH26.2 4375 3850 2865 2280 28-16d HD28 1230 1057 760 653 8 16d & 4 10d x 11/2" HUS26 1562 1342 880 756 8-16d & 4-16d HUS28 4170 3670 2950 2380 - 30-16d NONE THD28-2 4310 3706 2595 2231 28-16d & 16-10d HGUS28-2 1 4973 1 4276 1 2695 1 2316 2416d & 10-16d HD210-2 2155 1895 1170 1030 - 14-16d & 6-10d HU210.2 1 2382 1 2048 1 1516 1 1308 1 16-16d &8-10d THDH210-2 9020 7965 4445 3555 - 58-16d NONE KLEG3 (2) 3/4" 0 A307 THRU BOLTS INTO (2) 3/4" 0 A307THRU BOLTS INTO W/TOP 11980 - 3845 - - GIRDER & (4) 3/4" 0 A307THRU LEGS W/TOP 13045 - 3845 - - GIRDER & (4) 3/4" 0 A307THRU FLANGE BOLTS INTO MASONRY FLANGE BOLTS INTO MASONRY THDH414 2520 _ 1960 _ _ 16-16d & (18) 3/16" x 13/4" HU414 3813 - 2015 - - 12-10d & 24 1 4" x 2 3 4" TITEN 2 ( ) / / POWERS TAPPER+ U CAPACITY FOR CONCRETE APPLICATION. ANCHOR BOLT REQUIRES MINIM M8 EDGE DISTANCE ON CONCRETE &SET IN SIMPSONSET-XP EPDXY ** CAPACITY FOR MASONRY APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 23/4"EDGE AND 20" END DISTANCE INTO TOP OFFULLY GROUTED CMU WALL & SET IN SI MPSON SET-XP EPDXY *** CONNECTION MOUNTED VERTICALLY () INDICATES VALUES FOR SPRUCE PINE FIR (SPF) NOTE: DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. Lu m ROOF DIAPHRAGM NAILING 5GHEDULE alnrF I IMF + + -"--- -"-"- - - + + + + + + + + +_ -"- + + + + + + + + + + + + + + -" + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +-' 1z + + + t + + t + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + t + t + + + + + 6'- " (TYP.) + + + + + + + + ++ +++ + + + + + + + + + +++ +++ + + + + + + + + + O + + + t t t + + + t + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + 140 MPH 3 5EGOND OUST EXP05 (FOR 5HIN6LE) + + + R5R5-01 NAILS @ 6" O.G. 4 + + 4" O.G. ® GABLE END HALL OR GABLE TRU55 0.115 INGH NOMINAL SHANK DIAMETER 2 5/5" INGH NAIL LENGTH (FOR TILE) R5R5-0I NAILS @ 6" OG 4 4" Or, ® 6ABLE END HALL OR 6ABLE TRU55 0.120 INGH NOMINAL SHANK DIAMETER (MIN) 3 INGH NAIL LENGTH -RIDGE LINE 1E 1 140 MPH 3 5EGOND GUST -15/32" GDX PLYWOOD OR -1/I6" 055 (FOR SHINGLE) H/32" GDX PLYWOOD OR 0513 (FOR TILE) (FOR SHINGLE) R5R5-01 NAILS @ 6" O.G. EDGES 4 R5RS-OI NAILS ® 6" O.G. INTERMEDIATE 0.113 INGH NOMINAL SHANK DIAMETER 2 31b" INGH NAIL LENGTH (FOR TILE) R5R5-0I NAILS ® b" OG ED6E5 4 R5R5-0I NAILS ® 6" OG INTERMEDIATE 0.120 INGH NOMINAL SHANK DIAMETER (MIN) 3 INGH NAIL LENGTH HIND ZONE NOTE: 1) R5R5-OI 15 A RING SHANK ROOF SHEATHING NAIL MEETING THE 5PEGIFIGATION5 IN A5TM F1667 2) SEE STRUCTURAL NOTES FOR SHEATHING SPEGIFIGATIONS AND HIND SPEED. 3) END JOINT5 OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER. 4) 5GHEDULE ASSUMES SHEATHING I5 FASTENED DIRECTLY TO SOUTHERN YELLOH PINE OR DOU6LAS FIR OR BETTER. IF ROOF FRAMING GONSI5TS OF A LE55ER GRADE OF LUMBER, GONTRAGTOR MUST GONTAGT OAN5GO ENGINEERING, LLG FOR ALTERNATE FOR NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el Two 3/4" wood panels or 2 x 5000s 1.8/1.7 wood panels 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x- lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r r E FILL CELL STD. 900 HOOK BOND BEAM v7 Q STD, 90 CONT. #5 BAR HOOK�L BOND BEAM STEP SCALE: N.T.S. CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. s 1/8" min. 2" min. 2" max. }Small gap 4" max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING 8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building �1/16" code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) -J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (lndl nails at 6" a.c. `,i Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES EXCEPT MINIMUM SPACING A ING - 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES (see table below) (KNOCKOUT EXEMPTS) D �. e (see table below) DO NOT cut, notch or drill flanges Tight fit U 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higherthan 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : -for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over /-blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. - 6- A 1%" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1 2" DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r r E FILL CELL STD. 900 HOOK BOND BEAM v7 Q STD, 90 CONT. #5 BAR HOOK�L BOND BEAM STEP SCALE: N.T.S. CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. s 1/8" min. 2" min. 2" max. }Small gap 4" max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING 8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building �1/16" code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) -J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (lndl nails at 6" a.c. `,i Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES EXCEPT MINIMUM SPACING A ING - 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES (see table below) (KNOCKOUT EXEMPTS) D �. e (see table below) DO NOT cut, notch or drill flanges Tight fit U 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higherthan 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : -for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over /-blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. - 6- A 1%" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1 2" DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. s 1/8" min. 2" min. 2" max. }Small gap 4" max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING 8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building �1/16" code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) -J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (lndl nails at 6" a.c. `,i Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES EXCEPT MINIMUM SPACING A ING - 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES (see table below) (KNOCKOUT EXEMPTS) D �. e (see table below) DO NOT cut, notch or drill flanges Tight fit U 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higherthan 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : -for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over /-blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. - 6- A 1%" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1 2" DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. Squash block / (2x4 minimum) -J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (lndl nails at 6" a.c. `,i Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES EXCEPT MINIMUM SPACING A ING - 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES (see table below) (KNOCKOUT EXEMPTS) D �. e (see table below) DO NOT cut, notch or drill flanges Tight fit U 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higherthan 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : -for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over /-blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. - 6- A 1%" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1 2" DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. '-2 V-2 1- V S3' V-7" _11 `1 2-4` Z- -2' 3 -7. Any 1 1s sf..... 2 1' t 1' V 2 1-3" 1. R 2.-,4,. 2' f.1" 3"-7" 4` 2' 4-9R 5!-4** } ¢.� 1Ys 1'�I` 1 1 11-2* t-y ��-i`. x +¢ 7 @-d x z_ r L � 3 JP �" 3f0�� 1 4'�" -�1 FT A 20 T-9' 1 1 T-Z' 1'-2 2-9' 3-9F 4t-O," 4 10,d .....__ ............ ............ .........................__..... '^"��.����qq +� 24 6'-:�'� +� 1 ' F!" +� R'.. ZZ ^' 4'_3" �'y �r L''-:F' ^'} -y� q7 - ¢ NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. iA JIAVJ,,6681 THE AMOUNT OF UNCUT WEB BETWEEN M96-90 MUST NOWA6 AT 61AST TWICE THE DIAMETER (OR 60NO88T 8106) OR 7.1 ROUND KNOCKOUTS IN THE WEB MAYBE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER, 8, HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 18" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALL SOFTWARE. HOLE CUTTING CHART N.T.S. -When joists meet over wall, provide 1 3/4" minimum bearing for each. 2" min. 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate BCI 5000s 9-1/21, 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5- d BCI 6000s� BCI6500s® 9-1/2" 11-7/81, 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90se 11-7/8" 3-16d 3-16d 14 5-16d I 5-16d 16" 6-16d I 6-16d WEB STIFFENER N.T.S. Plumbing I -- ------ Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. JC Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" a 9P Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements I -JOISTS BUCKETS N.T.S. LISP MUC 5/8"0 THRU BOLT UE ML R TRUSS 'OP PLATE iAIN) B.U.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL LC SE TYPICAL HUS INSTALLATION TYPICAL HTA 20-18 / HTA 20 INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16A USING 17-8d x1l 1/2" NAILS UPLIFT =1160# TYPICAL RT16A INSTALLATION TYPICAL MTW INSTALLATION TABLE RMA.1 UNCERLAYMENT TABLE Roof Covering Section Roof Slope 2.32 and Less Than 4.12 Undedayrnent Roof Slope4: grid Ltrid rlay tent undedaymont Greater Attachmenv Aftchtnenta undorlayment _._...._ ASTM 02:26 Tye 1 Cti It 1 AST VI D220 Type IS'. A,5TM D4869 T pe , 4 ASTM TAB 1V 2 Asphalt shingles R906. I . ASTNI D6757 ASTM 067,rr € AS F fat � 3 19170 � � � ATM 011 103 3 :..: .. Corforete and Clay Tito 'See Serhon R93 ,3 R90S. ,... I, ASTM D.Fs:I� . Ty`° 1 or Ii ASTM D226 Type 11 i Metal roof shingles $ ST%D4eEFy+:y3 IV € ASTM D486-q Type fV 2 RS06.4 AS714 D 75r _._•. ASTNA D 11 cI7 0 € 3 ASTM D1970 3 Mtnerat su f ed roll AST11 D22%3 1 ype 1 a II I A55 A D48_69 Type 1I, Ili or ,� , ��3 Tye II 1 I . 1 roof k AST1 DF5757i. f i ASTL'l D� T � y I R9a"S ASTM D 1970 k AS I"IA D1970 3 1 ASTIV1 D226 Type 1 Or It ; 1 sl Slate a rts! ew AST1z,I D4e8t-9 Type II., da 1 III or I ASTM 0226 Type It 1 2 shingles ASTI I" ? ASTM 04' 69Iy W R995,6 ASThil D1970 A_1tT&I 019 3 Wood shingle ,A.ST 1 D226 Type I or It ASTM 0,220 Type 11' € R909 T...._.._....._.....w_.._ .. _. _..__.. _.. A z L I 69 Type Id, Ill L r ILA i ............ ......... ...........�,,... ............ I ASTI 104 9 T ype W ... ...... .............:.. ..,........................,.,......,...............,.,. € Limited to roof , I Wood shakos ASTM D226 T3�1 Ii' 1 1 slopes 4:12 and € 2 I R906,8 I.... I ASTM D48% Type IV € A..._-..._..._.......... � ............ _. ._ _, _..._...... _ _ __ ... AS I NI D226 Tv 1 or II I .._...._._ ._ _ _ _.._ . AS^Q D226 Ty II' I i i Metal roof eels AST : D490;1 T�� II.. Ill or I�� 1 ASTM 04869 Type IV 2. 1 R918 .1 ASTM D6757 ASTM 057. g7 .....___• ASTM 01910 1 a A,'STNfi I31970 A`S TNI D2.26 Type I or It � ASTM 0.226 "type 11 3 Plt tovo�f Shingles ASTM D4I Tye If, III or IV ; 1 A T 104 -�. 9 aye 1V 2. i R20, l7 I AT1t r757 € -.. _.. t.._........._ 1 ASTI, .SA mw----------.. ..... .............. .. ASTM D1970 t 3 ASTM 0197n- i fvvm Nn GmftF ,,emmN a 11: Y nonl Rsomorta, i`'.. 7 - z�W'z �md tftnMan f.0w aaI^am "wIt N In I2 t= -h� hoi=ntw £3a•ptr t :}..Apw; a a€„!" t ,0a € l? * 4'0. P ?a f;3`..B:� :n;aem fen pam1W w aml ME€ l° w 1Fm eav"':. $Y?s*ned uftend� t> 1,0W 7€, �ft;m slaniog a< Me. aaw_ 0Ipply X­ rnOrMd� (9t4 mmn m ; tm eF ntiOrlaf€ment 0"A l ". ttressl've �we,,N t9 Ir et ey i4al, mm), wid lags iWho� be 6 Pv a and of 0 bo d4k,,A by 6 �W The. 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Ara appm., and a€Wwtr€ ym I In ar. mdsn" wft :"ate* Rx §N5,11 t. r to ap ., tt < mwf „ovefing, :tz ft bS, appwk tmer t� arntire r,,& avw Vm 4-nne - wiaae (:' L2 mm,: memtxvne arms.. N. yam. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenginee6ng.com CA 25948 O 0 N zw O O Z pLnfnN aL�Ln I awLL ;^ ZH as} a g 9 U 00 z� W z� w J 0 CD1cD mi c1- U LJJ W UJ C/) = O (V% J Q I C0 Q 0 CIO IO CIO O Z LLI Z < z 0 00 IL TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE"C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WIrHOUr WRrrrEN CONSENT FROM LENNAR CORPORATION. 02019 -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 UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION NO 1.03 / 02.11.19 � r c� O Ie LU O on J z O W LU = C) W Ci ? 3 ne QN SN riv _: W z NW �LU QW =W V W ❑ kL ❑ SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: glee Nkod 199004 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH SNI O 01% 0 CV I 00 L0 INSULATION REQUIREMENTS LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x (o R-1c3 KRAFT FACED R-30 BLOWN- IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING CONDITIONED CEILING 5/8'OR 1/2' HIGH STRENGTH (UN.O.) W/ 2-16d TOE NAILS a EACH END (INSTALL BAFFELS AT EAVE) (OR V GYP. TYPE 'X' • GARAGE W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEPARATION CONNECTIONS. PROVIDE (1) USP HTW20 WHEN 1/2'OR 5/8' HIGH STRENGTH BOARD REFER t0 UNDERLAYMENT CABLE ON SHEET SNl R-11/R-13 KRAFT FACED FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: (GARAGE / LIVING) TRUSS ALIGNED WITH STUD BELOW l2) LAYERS FOR 2:12 < SLOPE < 4:12 S.P.F. DOUBLE (UN.O.) (OR 5/8' GYP. TYPE 'X' • TRUSS BOTTOM CHORD OR 2x4 8'x8'xIV NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-16d TOE NAILS lU LAYER FOR SLOPE >_ 4:12 PRE ENGINEERED WOOD TRUSS g 24' O.G. UN.O. 3/8' MORTAR BETWEEN COURSES USP 5PT24 2'x S.P.F. (OR EQUAL) STUDS ® IV O.C. U.N.O. .O. ABOVE) 6 EACH EN 12 CONNECTOR S.P. DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT CTYP.) VARIES HURRICANE ANCHOR a EACH TRUSS I - II II II �� USP 5PT24 CONNECTOR CONNECTIONS. PROVIDE (U USP HTW20 WHEN (SEE UPLIFT SCHED.) W/ METAL PL. II II II I 1/2' CDX PLYWOOD OR 1/1V O.S.B. (U ROW 2x BLOCKING v MID HGT. FOR WALL L __JI _ _ -- ___ _ — JL__ __JL_________ TRUSS ALIGNED WITH STUD BELOW UNDER EA. TRUSB r----,r----- r-----�'r---------ter--- SHEATHING REQ'D. FOR ALL HGT. <8'-6'. (2) ROWS 2x BLOCKING g 3rd 1/2' GYP. W.B. MIN. a GARAGE SIDE I II a II u u i ii II II II II EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT. > V-6', IF APPLICABLE OISTURE BARRIER 1 II ii II II II 2'x S.P.F. (OR EQUAL) STUDS 9 16' O.C. UN.O. INSULATI B I II II a II a INDICATED ON THE PLAN. ATTACH (I) ROW 2x BLOCKING MID HGT. FOR ROOF COVERING L— -_---_ L—____-- _-__JL_--______JL_--_ SEE THIS BHT FOR INSULATION CHART 1/16' O.S.B. MIN. (FOR SHINGLE) OR 113/32' OBB r--------- ��--------- r---------�r--------- SHEATHING W/ 8d COMMON NAILS I WALL HGT. < 8 -6 . (2) ROWS 2x BLOCKING SEE THIS SNt FOR INSULATION CHART (FOR TILE) SEE ROOF NAILING SCHEDULE ON � I II II ° ° 3/8' MORTAR BETWEEN 4' O.G. m BOUNDARIES, V O.C. m a 3rd PTS FOR WALL HGT. > 8'-6'. 8 x4 x16 NOMINAL I II II II it , , , , BHT. SNl II II II n SLAB 4 BLOCK EDGES, AND u1 12 O.C.m FIELD USP SPT22 CONNECTOR BOLT 0 ELEV. VARIES BLOCK WITH 3/8' L _-_ _-JL__ _ _ _____ Z x 3/16 PLATE WASHER (TYP.) -- ��_--------7r--------- -- USP SPT22 CONNECTOR MORTAR BETWEEN IF I u u = n 5/8'� x 10' 'J' BOLT COURSES CUT TO I it II II II II 2x P.T. BOTTOM PLATE 5/8' OR 1/2' NIGH I u u II II n 24' O.G. W/ 2'�x3/16' 2x P.T. BOTTOM PLATE 2" 6 x 6 W1.4 x Wi.4 WWF OR FIBERMESH STRENGTH CEILING ALUMINUM SLOPE. I II II u m - n ELEV. 0'-0' 6 x 6 W1.4 x W1.4 C3 I/2' MIN. DRIP EDGE L---- — -_-_- L -__ _----JL-__-_- -- -__ _-JL____ PLATE WASHER ITYP.) BOARD PER CODE (OR I u u u ° a AFC. WWF OR P15EWESH ALUMINUM FASCIA ELEV. -0 -4 I/2------___JL _ __JL ___-- __JL_ ° ' ' Z 3 1/2" MIN. T 5/8' GYP. TYPE 'X' m -- a . ' GARAGE WIA HABITABLE 12' O. 2x SUB FASCIA AFF. a ° ° a ° .° a ELEV. -0'-3 1/2' — — — ROOM ABOVE) 2' VENTILATED a d, a a °4' ° a.d d ° AFF. O D ,/ D a •' \ W/DRYWALL SCREWS 1' SOFFIT ° d d a 2x4 CONT.a ° LL — - — — — — D °p. : ° ' \\ \\ 3 I/2"(mif0- 4" 3 1/2' (mil / a . .. ° ` a -a a 3 1/2 (minJ - 4 4 / �\ \ \\ / \\ \\ j/\\BARRIER OR O.G. CEILING 4 8 O.C. ab MIL WALLS 8'x8'X16' KNOCK -OUT a a a " SEE THIS SHT FO BLOCK W/ 105 GONT, ' ' ° GARAGE DEPTH VARIES \ / \ \ \ \\\ \ (o MIL VAPOR C2) *5 CONT. 4" \ 1/4° 8" FILLED SOLID a /� / INSULATION CHART ° . a \ /\ /� BARRIER MIN. W/GROUT tr � C2) *5 CONT. U.N.O. Ix2 P.T. HORIZONTA S' G.M.U. TYPICAL 4" 1'-4" 8" NAILER TYPE 'S" MORTAR U.N.O. MIN. ALTERNATE T*r=IC4L. SEARING STD.'30°HOOK(SEEDETAIL) ARCHITECTURAL (fzARAGE< SLA5 AT STEP r5� TOPICAL SEARING UAL-L. f STEP r(c�; WALL f 5TEP W10 5HEAR WALL CC SEE THIS SHT FOR FINISH SCALE: 3/4'=1'-O' SCALE: 3/4"=1'-0' S3 SCALE: 3/4'=1'-0" INSULATION CHART 53 Ix2 Pt WD FURRING a 24' O.C. 1/2' GYPSUM WALLBOARD UN.O.'��J (U S VERT. IN FILL 2x S.PF. STUDS 's 16' O.C. CELLS (SEE LOAD BEARING O 2x STUD 1/2' OR 1/1V OSB MIN. PLYWOOD SHEATHING FOUNDATION PLAN I I NAILED W/ Sd COMMON NAILS a 4' O/C Ix4 P.T. BASE NAILER FOR LOCATIONS) EXTERIOR WALL 8' C.M.U. BOUNDARIES, W O/C EDGES, AND 12' O/C FIELD. 3 1/4' BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING u1 SEAMS. 4'x4' INSPECTION I I 1'x P.T. SCUD MIN. 2500 PSI CONIC. SLAB m (2) ROWS OF 2x BLOCKING a , �� (1) ROW 2x BLOCKING 9 MID PORT AT EACH <r 2x STUDS 6 16 O/C HGT. FOR WALL HGT. MIN PSI MAY VARY PER `� FILLED CELL SEE GG/53 OR S VERT. IN FILLED CELL THIRD POINTS ass NOTE: MUNICIPALITY. TYPICAL E THIS SHT FOR INSULATION CHART ��� l2) ROWS 2x BLOCKING 3rd G/53 FOR ANCHOR I 5/8'x6' V BOLTS �� SEE SECTION C/53 FOR PTS FOR WALL HGT. > 8'-61, CONCRETE SLAB W/ bX6 NOTE=EXTEND BOLT INFO. BOLT 24' O.C. VERT. SEE THIS BHT FOR INSULATION CHART 1/0' STUCCO FINISH PER ASTM C. 926 APPLY ADDITIONAL INFORMATION W1AXW1.4 WWF OR 'FIBERMESH' - OR 5/5' x V EPDXY 3 LAYERS W/ TOTAL THICKNESS 1/8' OVER 1 1/2' GYP. WB (MIN.) 9 GARAGE DECO FINISH 4' to 44 BOLT METAL LATH. FIRST 2 LAYERS 3/8' THICK CONTINUOUS t0 FOOTER BELOW 90°NOOK DETAIL SIDE IF APPLICABLE. V BELOW GRADE I USP SPT22 CONNECTOR ;USP 6PT22 TYP. EVV' x 10' V BOLT 9 24' O/C W/ 2'�X EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN K.O. BLOCK 5/8'� EXPANSION BOLL �24 ' OG. 2x P.T. PLATE 3/16' PLATE WASHER TYPICAL SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.) 2x P.T. PLATE W/ 1' EMBEDMENT (MIN, SHEAR /,--USP 5PT22 9 EA, STUD 20" MIN. LAP �r / / I ASSUMED FINISHED MIN. 2500 PSI CONCRETESPACE ANCHOR BOLTS 3500 ,MIN. TENSION 2600) 6' MAX FROM END OF 6 x 6 W1.4 x WIA = ``) 2X P.T. PLATE S REINFORCING Q '� 6 MIL VAPOR - GRADE SLAB W/ 6 x 6 ► // \� z WIA x WIA WEEP SCREED INSTALLED PER „ BAR p 2' x PLATE WWF OR F15ER IESH N z "3 OR 4 REINFORCING BAR BARRIER 4 \ MONO OR STEMWALL — — — — — — — — WWF OR IBERMESH MANUR 4 FRG SECTION R103.12.1 w ° � . 413 4 04 LAP SPLICE- // , • D • \ N FOOTING MONO SHOWN P' E — — — COMP. SOIL. (COMPACTED °. \ — ° ° °� . CO--� '' D . ° .p ' z Fy= 401cs1 TO 95% MODIFIED /� / / FOR CLARITY i� i� i�\\�\ �\ _ D D D °_ dD \//\//\//\\ // // / ° FINISH CrtRADE ;' 25° MIN. LAP \�/\\ \ D • • \ //\\� - PROCTOR ABTM D1551) �' M D � D NOTE: ° p D / / / CO J STD. 90°HOOK *FOR BEARING WALL g \\ \\ \\ \\ N 6 MIL VAPOR BARRIER / D ;. \ \� "5 REINFORCING BAR R 11/8' w \/ \// (2) "5 REBAR CONT. ON 3 MIN. GLR. (SEE DETAIL) , W/ UPLIFT ONLY \/\/\/ �, o \\/\\/ "' z "5 LAP SPL ICE 3 CHAIRS TYP. UN.O. 4 1-4\\/\\ \\ \\ \\ \\ \\ \\ \\/\\ • D a //\\/\\\ ON CHAIRS //i./// ///� 6 MIBARRIR TYPICAL LJ,4LL SECTION ,� `/\/, \�\/\/, \/�� COMP. BOIL. (COMPACTED t / 36' MIN. LAP (TYP.) 8' 1'-4' s" 95% MODIFIED PROCTOR ABTM � \\/\\/\/\ Imo,1. SCALE: 3/4' = 1'-0" S3 FRAME WALL TO G.M.U. WALL CONNECTION D ........ING D155v AR SEE TYP. WALL SECTION FOR SCALE: 34" 1'-4° REINFORCBS STD. 90°i-IOOiG /4'=1'-0' ca3#(o LAP SPLICE TYPICAL INTERIOR ADDITIONAL SLAB INFORMATION. T�'PICAL EXTrERIOR ERA1„IE WALL EOOTINC�(""E� RESAR DETAIL.5 E 5EARINC; WALL LJ/ UPLIFT NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT rG 13" BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE: 3/4'=1'-0" S3 SCALE: N.T.S. 53 SCALE: 3/4'=1'-0' ADDITIONAL SLAB INFORMATION.J' 3 PAVERS O.H D. RECESS Z c11 6 X 6 WIA x WIA ° ° 3 1/2"(min.)- 4" ll—III-III-III .�` III III GRADE- — — — 6 MIL VAPOR �Q / / / / a \/\/\�\ BARRIER \\/\\/\\/ 1=1 I I III-' 6 MIL VAPOR SEE A/53 OR J/66 _ II III II = BARRIER 4, 511 FOR REINF.INFO. 3' MIN. CLEARANCE MIN. 1'-4' (I STY) 1/2' GYP. BD. STY) W ROW 2x BLOCKING 9 MID HGT. " HOLD GYP. BD. T P I C,4L THICKENED SL,4� DC L 2 FOR WALL HGT. <- 8'4% (2) ROWS P.T. 2x In' FROM SLAB SCALE: 3/4'=1'-0' S3 GARAGE DOOR SLAB RECESS J_j 2x BLOCKING m 3rd PTS FOR CONT. BEAD SEALANT WALL HGT. > 8'-6'-� 2X STUDS 24' O.C. UN.O. SEE TYP. WALL SECTION FOR SCALE: N.T.S. 5 3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND GARAGE 1/2' GYP. WB (MIN.) 9 GARAGE SIDE -3 1/2' INTERIOR IF APPLICABLE. 13 _ MASONRY WALL AND MASONRY WALL AND ARIE PAD FOOTING PAD FOOTING RECESS FOR B.GZ) 6 x 6 WIA x WIA �r/4' DIA. X 3 1/4' TAPCONS 6 24' EXPANSION JOINT OAT). RECESS C I 1/2' GYPSUM WALLBOARD�UN.O. EXTEND FILL CELLS 2x P.T.PLATE > CONCRETE NAILS W/ 1 1/4' W/ DRYWALL SCREWS m 8 O.C. V MASONRY WALL TO FOUNDATION PAD SEE PLAN WWF OR F15ERME5H O/C 4 a V MAX FROM END OF 2 x (2)'15 CONT. ON 3' PLATE �`, = 4``� EMBEDMENT 12' O.C. STAGGERED, SEE THIS SHEET FOR INSULATION CHART MAT REINFORCING. ^ ° FROM BOTTOM PLATE TO CONCRETE (MIN. �r T Lh CONT. FOOTING STEEL 6 MIL VAPOR „ — CHAIRS (TYP.) 6 x 6 W1.4 x W1.4 �' </ , °`" SHEAR 180 MIN. TENSION 120) 2 CONT. BEAD SEALANT WWF OR F15ERMESH // //° / . °. .. / BARRIER ° ° CONCRETE SLAB 6 fo x WIA x W1.4 6 MIL VAPOR m o D. Lu 4 _ - _ (A WIUF OR FIBERMESH cw L m % Q a \• BARRIER\//\ \ D ` /\// - '/ / 6 MIL VAPOR zLLI z \\ \� ' . ° \ \/ //\ ° °. \/ BARRIER '- _;v - -.` \, ; 4 a aJ O Lu ,u \� \\ • • • • \ \ \ /' \ f i u- U /\ z� 6 MIL VAPOR SEE A/S3 OR // //. 6 MIL VAPOR \\� \ \\ \\i\�. \�i \ \ \ \ \ \ w r \ r\\ r\ r \/ /\ BARRIER J/56 FOR REINF. 3' MIN. CL)=ARANCE BARRIER / // // // // / // // 4OTING BEE A/53 FOR 4" I'-4' 8" ///` BEYOND RE INF. INFO. /� /� \ \ \/\/\/\/ \/\/ u OPTION #I 8" 1'-4' 8° INFO. Ii-4' (1 STY) PAD REINFORCEMENT /\ 3 MIN. I -8 (2 STY) (SEE SCHEDULE) SEE ADDITIONAL $LAASECTION FRMa ION. T'rPICAL INTERIOR 5EARINC 4� 4� FOOTING WIDTH CLEARANCE GARAGE DOOiR 5LAS RECE55 J INTERIOR WALL 5L,45 5TEP NON -SRC . K SEE SCHEDULE SLAE� STEP REC 55 S.C.D. 1VI WALL UJ/OUT UPLIFT S PATIO COLUMN ETC-. DETAILrN SCALE: 3/4'=1'-0' S3 5EE TYP. HALL 5EGTION FOR SCALE: 3/4"=1'-O' S3 SEE TONAL L SECTION FOR S R SCALE: N.T.S. 53 SEE TYP. INFORMATION.WLLSECTION FOR ADDITIONAL SCALE: 3/4'=1'-0' S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53 ADDITIONAL 5LA13 INFORMATION.ADDITIONAL INFORMATION. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com CA 25948 o CD N z Lu 00 0 M z Q LL � L z la—aaLn cn <o W WCD J O O U F— LU F-LLJ LU Lu °' c ) =0 V)_ J Q I fY] Q 0 °0 Q F-- m O w z U Z Z 00 FF-- O V) (y) IL V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRRTEN CONSENT FROM LENNAR CORPORATION. 02019 -THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTON 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION NO: fi.03 /'02,.1-1.19 L O w � m z O j w w = u W U' z 3 Q64 =N N� Lu W Z)* _* Lu* Lu Z Q LLI = Uj N Uj �� �CL a EL - ❑ ❑ W SHEET TITLE: SECTIONS, DETAILS, 8, NOTES (MONO) SHEET INFORMATION: JOB NO.: 390445 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S3 REFER TO UNDERLAYMENT TABLE ON SHEET SNI FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: -- — --A — — ------ — — PRE-ENGINEERED (2)LAYERSFOR2:12 <SLOPE <4:12 r111 If— — — — ❑ n r (1) LAYER FOR SLOPE >_ 4:12 I VENT OR 2ND FLOOR SOLID AREAS ARE u SOLID AREAS ARE ItYP.) SEE ELEV. -ENGINEERED WOOD TRUSSES 6 24'O.C. �� VERTICAL JAM STEEL AND GROUT ❑ STEEL AND GROUT 1/2' MINIMUM CEMENT FINATYPICAL CM.U. WALL 5/8'DIA. x 8' J-BOLTS AT 6-3/4% 41-3/4',11', AND 96-3/8' ABOVE ❑ ❑ UPLIFT CONNECTOR (SEE SCHEDULE) GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED GELLS (2,000 INTERIOR SAW CUT TO 10 1/2' SAW CUT TO 10 1/2' FULL Sx8x16 BLOCK DOUBLE 2x4 S.P.F. TOP PLATE STANDARD 3' DIA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOTWALL i/S' STUCCO FINISH PER ASTM C.926 APPLY 3 LAYERS THREADED 3'DIA EXT3/4' FURRING SCRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. ❑ W/ TOTAL THICKNE55/8' OVER METAL LATH. FIRST Z 1/2' GYPSUM BOARD HORIZONTAL JAMBS DO NOT TRANSFER LOAD. DOOR OPENING DOOR OPENING DOOR OPENING—�_ LAYERS 3/8' THICK EACH. 3RD LAYER 1/8' THICK (SEE SCREW OFF GAP (3' DIA.) W/ DRYWALL WALL NOTES IN SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.) ` SCREWS a 8' O.G. OR FOR CLEAN -OUT 4d DRYWALL NAILS EXTERIOR ❑ ❑ CRICKET AS DOOR STOP WALL REQUIRED a e Q a MOLDING ❑ ❑ ❑ USP 5PT24 e EA. STUD MIN. EXTENSION FROM EXTERIOR GARAGE — ❑ — — — — — — ❑ — — 1/2' EXTERIOR GRADE FACE OF BLOCK WALL IS 1 1/2' DOOR — — u — — SHEATHING FASTENED TO MAXIMUM EXTENSION FROM 1ST COARSE 2ND COARSE 3RD COARSE TRUSSES WITH 8d COMMON WIRE EXTERIOR FACE OF BLOCK WALL TO DRAIN 2x6 P.T. MASON t0 LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED t0 THE NAILS a 4' O.C. BOUNDARIES, 6' BLOCKING (TYP.) IS 2 1/4' O.G. EDGES 4 8' O.G. FIELD COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2x4 PT STUDS a 16' O.C. WALL GLEAN —OUT ,4 (2) 2x4 Pt STUDS UNDER HIP -_- GARRIER/GIRDER TRUSS SCALE: N.T.S. S DOOR TRACK SCALE: N.T.S. w/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP HTA20 '9 EA. STUD MAIN SPAN REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER ROOF TRUSS SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER UPLIFT CONNECTOR ���IG,4L. SECT 101\l ��fi�U LUINDOI�J T`'PIGAL G,4RAGE DOOR BUCK {� 8'X5'X16' KO. BLOCK w/ (1) 05 (SEE SCHEDULE) SCALE: N.T.S. CONT. AND FILLED W/ GROUT 5 (1) 05 VERT. IN CONIC. FILLED CELL S� W/ STD. 1300 HOOK IN KO. BLOCK REFER TO UNDERLAYMENT TABLE ON SHEET SNl ALT. KNEEWALL 45OVE M,45ONRr WALL DETAIL E FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: SCALE: N.T.S. 12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 TRUSS BOTTOM CHORD OR C 4 (1) LAYER FOR SLOPE >_ 4:12 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ (2) 16d TOE (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES 24' O.G. BLOCK W/ (1) "5 FOR CONCRETE PLACEMENT -7 NAILS e EACH END UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. *2 TOP PLATE 2x S.P.F. STUDS e 16' O.G. CRICKET AS REQUIRED USP 5PT24 e EA. STUD 1/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH Sd COMMON BLOCKING (TYP.) WIRE NAILS s 4' O.G. BOUNDARIES, W O.G. EDGES 4 8' O.G. FIELD EAM W1 (1) 05 CONT. IN OPENINGSI_!!■■ GREATER 0• ON - OPENING : - .-LOCATION' �19I1 II�I� ■■III_LINTEL �lill lill� ■■III III■■ �Ilil I�lI� ■III III■■ �IIII IIII� 2'x BUILT-UP COLUMN Lu DOUBLE 2x TOP TOP SPLICE PLATE ° °° ° I6-10d NAILS 2 ROWS 10d a 3' O.C. (14 NAILS TOTAL) °°°° 2x TOP PLATE—/� V2 NAILS e 24' O,C, OR 2�„ ,y ° o , ° ° EQUAL TO TRUSS BOTTOM 2x CRIPPLES a 16' O.C. >» 5/8'DIA. X 12' EPDXIED ATR CHORD OR BLOCKING %N _ _ = W/ MIN. 8' EMBEDMENT 2x STUD s 24' �G lod 8' O.C. O.G. MAX. 2x BLOCKING 9 EACH END W/ 10d/ST �NCF PROVIDE PAP. NAILS OR e 4' O.G. FROM EACH HEADER 2x P.T. PLACE EQUAL 9 12' O.C. FACE TO BLOCKING Yo SEE A/53 FOR STAGGERED FROM BOT. PLATE TO CONCRETE (2) 2x HEADER PER PLAN NOTE: 0 UPLIFT= 31810*SYP 02) 3105 (SPF) REINF, INFO. PLATE LENGTHS MUST BE 2x BOTTOM PLATE W/ (1) 10d a 8' 4. VARIES O.G. TO EACH HEADER FACE AT LEAST 6-0' LONG. (TYP.) BOTTOM SPLICE % IFFN _ NOTES: T�'PICAL INTERIOR NON- OVER STUD --- 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. �E,4RINC� �,000D FRAME �.U,�LL 2 x � Clul IN.) FR,41„« USP NTT1� 1�1 USP 5PT22 9 EA. STUD NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION J u%AL i--i,�1D R D �,4 I L TOj= �L,L�T �j�'L I C D T,d, I L M SCALE: NITS PORT a EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. SCALE: N.T.S. S� 2x P.T. PLATE O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED S� SCALE: N.T.S. S F= 2240 LBS S NOTE: EPDXY TO BE 51MP50N 5/8' x 10' 'J' BOLT a 24' O.G. MAX ROOF TRUSS PROPERLY. SET-XP OR EQUN/ALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 8'X6'XI&' K.O. BLOCK W/ (1) 05 MOISTURE BARRIER ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT USP USP C CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. (1) *5 VERT. IN GONG. FILLED CELL T`l'i=IC>4L FILLED LINTEL 455EM5L"r G W/ STD. W* HOOK IN KO. BLOCK KNEE WALL ABOVE MA50NRY WALL DETAIL � SCALE: N.T.S. SJ.4 SCALE: N.T.S. S HEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 WALL STRAPS JACKS STUDS JACKS STUDS SIZE (UNO.ON PLAN) EA END EA END EA END EA END 1' - 4' (1) (2) lU (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' 1 (3) 1 (3) 1 (2) 1 (3) 1 (2) USP LSTA30 IF USP SPT4 SPT24 USP SPT4 5PT24 USP SPT4 ROOF TRUSS ABOVE 2x STUDS a 24' O.C. 2x TOP PLATE 2x BLOCKING OVERLAPPING �_.�� \\ 5/8'x10' 'J' BOLT 24' O.C. MAX. MIN. (2) PER BOTTOM PLATE 2x P.T. \ \\ \ \ \\ \ TRANSOM FRAMING \ NTTOED TRANSOM FRAMING (2)16d TOE NAILS lod NAILS e 6 O.C. EA. BLOCKING STAGGERED FORM CONCRETE INSET TO SECTION PLATE SEE SE2x8 WALL ABOVE CTION AL DETAILAA/SI \ WIDTH OF OPENING VARIES 4" CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) AND BB/Sl FOR ENTRY 1/2'X9 I/2' PLYWOOD WALL ABOVE. ADDITIONS SEE FLOOR PLAN NOTES USP 5PT22 KO. BLOCK W/ SCRAP R FOR REQUIRED USP SPT4 J-BOLTS a 24' OC. (1) 05 CONT. 4 FILLED Q CONNECTION USP SPT4 USP SPT4 MAX LLJ ST�l/j�0 (2) ROWS 12d NAILS STAGGERED LINTEL S 5/8'X10' J-BOLTS o fi�`A� O(/j e 12' O.G. EACH FACE OR I I 2x P.T. PLATE is 2'-0' O.C. �1N (3) ROWS 12d NAILS STAGGERED ° • FORM CREATES CONCRETE RECESS TO e 12' O.C.FOR 2xi0 OR GREATER v ° ' ° � MOUNTING BASE NOT '. MASONRY WALL MOUNTING BASE SHOWN IN HEADER SHOWN FOR CLARITY 2x4 INOM.) RECEIVE GARAGE DOOR AND TO ALLOW 2X8 P.T. BOTTOM PLATE SEE DETAIL BELOW POSITION FOR WATER SHED.I I (�) 2x CRIPPLES e i EAT FOR BLOCK IS POURED 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH 16' O.G. W/ (2) 12d IN PLACE CONCRETE TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8'x10' 'J' BOLT a 24' O.C. MAX. GARAGE FLOOR SLAB �Sx8x16 C.M.U. USP G (MIN. (2) PER BOTTOM PLATE) C TROWEL FINISH SEE (2) 2x HEADER (SEE PLAN) USP 5PT4 5PT2USP SPT4 GENERAL NOTES (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END 1 INTERIOR HEADER 4 FOR E loci NAILS FORWARD C PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 (1) 2x SILL PLATE W/ loci NAILS a 4' O.C. e 6' O.C. GARAGE FLOOR loci NAILS e (2)12d TOENAILS. STAGGERED A ; — GARAGE ENTR"r F-ORM DETAIL 8' O.G. TYP. BOX EXTERIOR HEADERS — — _ STAGGERED \\ HEADER (1) 2x SILL PLATE W/ __AA TRANSOM FRAMING SCALE: N.T.S. 2x JACKS (SEE ONLY (2) l2d TOENAILS. OPENING ° ° BEYOND. i N TABLE ABOVE) LARGER THAN 4 FT. (2) 2x �\ \ NAILED INTO GARAGE DOOR TRACK MOUNTING BRACKET SILL PLATE W/ MP3 CLIPS \\ \ TRANSOM \ FRAMING= --- -i —_ PLYWOOD MOUNTING BASE DETAIL e EA. SIDE TRANSOM FRAMING \\\� PLYWOOD FASTENED TO TRUSSES ° SHEATHING SCALE: N.T.S. \\ GARAGE DOOR ROLLER GARAGE DOOR TRACK SEE SECTION AA/Sl AND \ W/ 8d COMMON WIRE NAILS a 4' O.C. 5� SEE PLAN FOR FOOTING CONNECTION ASSEMBLY 2x STUDS ISEE TABLE BB/SI FOR ADDITIONAL BOUNDARIES, (W O.C. EDGES AND B DIMENSIONS DIRECTION OF GARAGE ABOVE) DETAILS 8' O.C. FIELD izo DOOR TRAVEL USP HTTl6 TYP. U.N.O. \i USP PLYWOOD GARAGE ENTRAP F-IN15HED MASONRY DETAIL SEE N/54 SPT2z o SHEATHING SCALE: N.T.S. CJ N/,y� P.t. BOT. PLATE RECESS /_USP USP W BELOW 5/8'X10' J-BOLTS a 24' O.G. LINTEL / SPT4 MAX, (MIN. (2) PER BOTTOM PLATE) HOLD DOWN CONNECTIONS / SPT4 NOT REQUIRED a BEARING ° ALTERNATE: WALLS WITHOUT UPLIFT A. ° . a.. 5/8' DIA ATR EPDXIED POURED CONCRETE BASE FOR. BOTTOM OF MOUNTING B E ° ' ° MIN. 6' INTO BOND BEAM BLOCK WALL. RECESSED TO BE 2' ABOVE FINISHED 2X8 P.T. BOTTOM a 24' O.C. SPACE FOR GARAGE DOOR GARAGE FLOOR WALL HEADER DETAIL Q � PLATE al�iS ��atRINSHED FORWARD SCALE: N.T.S. 5� FRAMING DET,4ILS T4k�30VE ENTRY R PARTIAL INTERIOR ELEVATION 5/8'x10' 'J' BOLTS e 24' O.C. MAX. SCALE: N.T.S. cad, SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) a3 ,..aa :::..... DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineenng.com CA 25948 i o 0 N z "' MMD z M aWU ^ Ln z H F- W W3 J O o �o U L ) Lu Lu W : ci = c) J 0 1 m Q O C0 Q m w � z z <z 00 v) O � 12 V) Z) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = I08MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. ©2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019 -THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION-Np. 1.03 / 021cT,1_9. 4 - 4i is c®o co w O m z 0 Lu Q Lu = U W 0 zN 3 F Q N = N v) W wy_F�a W � i w 0 a W ❑ ❑ SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 390445 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S4 SEE STRUCTURAL NOTES BACKNAIL W/ (2) I(od NAILS AN NAILING SCHEDULE FOR SEE STRUCTURAL NOTES BACKNAIL W/ (2)16d NAILS D L ED LE R USP RT16A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER 24' SHEATHING DETAIL 2x4 A. OUTLOOKER E L OKER 2x4 OUt O FOR SHEATHING DETAIL L OKER R E - O.C. (OPTIONAL SEE BACKNAIL W/ REFER t0 SECTION J ON OUTLOOKER ELEVATIONS) SEE STRUCTURAL (2) 16d NAILS G 24' O.C. SHEET S5 F 6 24 O.G. EE OR X-BRACING 2X4 GONT RACE NOTES AND NAILING TOP CORD INFORMATION TOP CORD 45 L B TOP CORD BLOCKING USP RT16A OR EQUAL SCHEDULE FOR BLOCKING FOR BLOCKING FOR FASTENED W/ (2) ISd FOR FIRST FOUR ROWS 24'MAX, m EA. OUTLOOKER SHEATHING DETAIL USP RT16A OR FIRST FOUR ROWS 3'6 24' O.C- CMID 6 EQUAL Q EA, Of: SS S a FIRST FOUR ROWS OF OF TRUSSES EDGES RU E � TRUSSES m EDGES HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 GROSS BRACE OUTLOOKER 4' MAX. EDGES OF USP HGAM10 W/ l4 , � WOOD TRUSSES OF SHEATHING TYP. 2X4 KICKER 2x8 SYP*2 ILI BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8' FROM SHEATHING TYP. 1/4'xl-3/4' WEDGE � 9 8'-0' O.G- EXTEND 0 LEAST 90�o USP S' FROM RIDGE FASTENED AT RIDGE FASTENED AT 'L' BRACE TO EXTEND �/ 2x4 CRO55 BRACE I OF WEB LENGTH 4 5PT4 EA. EACH JOINT W/ (2) 10d 4 (2) EACH JOINT W/ (2) I AT LEAST 909- OF WEB BOLTS 4 ' S RE 2x4 RAN RUN APPROX. 8' FROM NOTCH a BOTTOM 10d 4 (2) 10d TOE I 114 x 1 1/2 SCREWS / BRACING At 24 RIDGE FASTENED AT I CHORD (SEE CABLE) STUD 10d TOE NAILS � EA. END LENGTH (SEE CABLE) i � O.G. ON COP OF 2X6 FRAMED WALL -SEE NAILS a EA. END / EACH JOINT W/ (2) USP RT3A WITH 8-Sd ABLE TRUSS BOTH. CHORD WALL SECTION FOR SPACING 2x4 PANEL BLOCKING I 1/2' CDX PLYWOOD OR FOR 4 TRUSS ISd 4 (2)10d TOE - . ; FROM LEDGER TP m 45' O.C. FOR THE I 1/16' 055 SHEATHING SPANS ATTACHED NAILS ,@ EA. END Y BLOCKING 1/2' CDX PLYWOOD OR 1/1(o' FIRST (4) ROWS OF ATTACHED W/ ISd NAILS -- -- W/ 2 - 16d AT EA. 2X4 STICK LUMBER GYPSUM WALL BOARD I GABLE TRUSS 055 SHEATHING ATTACHED I m 6' O.C. EDGES AND 12' TRJ55 JOINT 24" O.0 MAX TRUSSES FROM EA. IN LINE WITH JACKS (2) 16d COMMON NAILS 2x4 PANEL BLOCKING a 45' O.C. FOR THE FIRST I W/ 10d NAILS m 6' O.C. EDGES I O.C. FIELD I/2 CDX PLYWOOD OR END TYP. COP 4 (see detail in eng pack for grade) or 0.128" x 3" GUN NAILS (4) ROWS OF TRU55E5 FROM EA. END TYP. � -- AND 12' O.G. FIELD I (2) I(od NAILS BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS I 1/16 OSB SHEATHING -- BOTTOM ATTACHED , , 2x4 BLOCKING 6 24' ATTACHED W/ ISd (2J 16d NAILS W/ (2)16-d TOENAILS 2x4 T ON TOP OF PANEL O.G. W/ 2 - lbd 2x4 IT' BLOCKING 2x4 LEDGER (MATCH BOTTOM CHORD NAILS 9 (o' O.C. EDGES 2x4 PANEL BLOCKING 0 48' 2x4 BLOCKING I I I BLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STRENGTH TOENAILS � EA. END SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.C. FIELD O.C. FOR THE FIRST (4) ROWS 10dx3' a 4' O.G. CEILING BOARD PER CODE 2x4 BLOCKING 2'x6' P.T. SILL NOTCH 'L' BRACE HERE OF TRUSSES FROM EA. END 2x4 IT' ON TOP OF PANEL 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD W/ 1 3/8' DRYWALL NAILS OR MASONRY WALL m 48' O.G. 5/8' x 10' 'J' BOLT 9 48' O.C. TYP. TOP 4 BOTTOM ATTACHED BLOCKING FASTEN WITH PER CODE FASTENED WITH ad COOLER NAILS 5P HGA10 IV36 DRYWALL SCREWS 1' O.C. 166 NAIL WEEP SCREED INSTALLED W/ (2) I(o-d TOENAILS 10dx3' m 4' O.C. OR 1 1/4' LONG DRYWALL SCREWS COMPLYING O.C. CEILING 4 8' O.C. WALLS ARCHITECTURAL FINISH !L1 BRACE USP HTA20 OR EQ. 6'-0' O.G. TYPICAL. PER MANUF. 4 FRC WITH ASTM C1002 FOR FIRST 6-0' FROM END DBL. TOP STUD WALL ATTACHED W1 ALTERNATE USP L5TA18 STRAIGHT STRAP m 4'-0' SECTION R103.12,1 5/8' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WALL ,v 4' O.C. TYPICAL PLATE 106 NAILS m 4' (SEE TYP. SEC.) O.C. ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT O.G. TYPICAL W/1-10dxI 1/2' AND TO MASONRY W/ (3) 3/16'x 2 1/4' FA5TENEDWITH ad COOLER NAILS TRU55) USP 5PT24 t1 EACH STUD EXT. WALL CONN. '@ NON -LOAD DROPPED FLAT TOPS OF HIPS FOR FRAMING tAPGONS. f OR 1 1/4' LONG DRYWALL SCREWS CxABLE TRUSS WEB (GIRDER NOT DROPPED) 5 CT I O� `� 2 COMPLYING WITH ASTM C1002 FOR SECTIONS 3 SECTION 5EARING LOCATION I� p����� "�" �R,4CINC DE ,41L FIRST 8'-O' FROM END WALL 0 4' SCALE: N.T.S. SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: 3/4' -- 1'-0' S DROP HIP DETAIL. SCALE: N.T.S. 5� O.C. TYPICAL 5� `�� ADDITIONAL INFORMATION. `�� SCALE: N.T.S. S5 SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 16d NAILS 20'-O" MAX 20'-O' MAX SCHEDULE FOR SHEATHING DETAIL 'X' BRACE SEE DEC. J/5� CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 2x4 IT' BLOCKING Sd 6 O.C, 2 x 4 BLOCKING W/(9)10d TOP CORD WOOD TRUSSES TOE NAILS EACH END BLOCKING FOR 45` t 24" MAX. 2x4 OUTLOOKER 6 24' O.C. (TYP) FIRST FOUR ROWS 24 O.G. OF TRUSSES tv I USP RTIOKER R EQUAL 9 EA. s •11 I I EDGES OF 2x4 CROSS BRACE 2 2z 12 SHEATHING APPROX. 8' FROM RIDGE FASTENED AT I 'L' BRACE TO EXTEND AT LEAST TYPICAL EACH JOINT W/ (2) 10d 9096 OF WEB LENGTH (SEE TABLE) 12 12 x 4 (2)I0d TOE NAILS I GABLE tRU55 EA. END I I 1/2' COX PLYWOOD OR 1/16' 055 2x6 P.T. SHEATHING ATTACHED W/ 10d TRUSS YERN. WEB SILL i NAIL5 m 6' O.C. EDGES AND 12' SPACED 48' O.C. 11, ) y-V X. O.C. FIELD BRACING W/(3)10d x 3' _ (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS 2x4 PANEL BLOCKING 9 48' O.G. FOR THE FIRST I 9 EACH CONN. ,@ 24'O.C. 6-0'OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE 10dX3 g 3 O.G. THROUGH CHORD ' OF END WALL FROM EA. END TYP. BOTTOM I INTO 2'x6' P.T. PLATE USP HGAM10 W/(4)-1/4'xl-3/4' (D = 0.148', L = 3') OR EQUAL (D = 0201', L = 4 i/2'J OR EQUAL NAILS (D = 0201', L = 4 1/2') OR MOISTURE BARRIER EQUAL CORD ATTACHED W/ (2) 16-d TOENAILS I WEEP SCREED INSTALLED PER WEDGE BOLTS 4 (4) SD5 1/4' NOTES: _ MANUF. 4 FRG SECTION R103.12.1 x 1 1/2' SCREWS BOND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA. x 5 1/2' LAG SCREWS OR EQUAL - SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MOISTURE BARRIER MASONRY WALL 2x4 'T' ON COP OF PANEL BLOCKING, V. 2x4 BLOCKING � 48" O.C. q 'L' BRACE 16d NAIL ATTACHED W1 10d NAILS e 4" O.G. TYPICAL GABLE TRUSS WEE3 SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING � 48' O.C. _ _ ABLE TRUSS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA. x 1' LAG SCREWS OR EQUAL FASTEN WITH 10dx3' a 4' O.C. USP WTA20 a EA. TRUSS ARCHITECTURAL FINISH NOTE: — — — — TRUSS VERTICAL THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d JVERT. WEB (24' O.G. MAX.) U SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING COP 4 BOTTOM CHORD GABLE 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACING s 4'-0' O.G. MAX (2) 2x8 'L' BRACE 16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE C1002 FOR FIRST 8'-0' FROM END WALL * 4' O.G. TYPICAL MISSED VERTICAL WEBt USE THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3) 5/6'x 10' 'J' BOLT a 32' O.G. 91 SIMPSON MSTAM36 ON OUTSIDE 2) IT' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT 1(od PER SIDE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) I 5 C T I O Iy MINIMUM 6' FROM PLATE SPLICES EXT. WALL CONN. e NON - LOAD BRACING OF WEB MEMBERS PROVIDED IT EXTENDS OVER AT LEAST % OF THE WEB. 5GI56OR GABLE "T" BRACE TYPICAL NAILING SCNEDULE5 FOR 5UILT-UP COLUMN5 g I W/ 3/16'x2'0 PLATE WASHER 5E>4RINC� LOCATION (UNEVEN CLC�.)rE REQUIRED MINIMUM PERMANENT TRUSS SR�4CINCx PLANL � 5 SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER 5C51 2013 EDITION SCALE: N.T.S. S5 SCALE: N.T.S. SJ" ADDITIONAL INFORMATION. SJ SJ 2x4 OUTLOOKER i 24' SCISSOR TRUSS O.C. W/ l2) 10d PER JOINT TOP CHORD BLOCKING FOR 1ST MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2)16d TOE NAILS 9 EA. END (SEE PLAN FOR LOCATIONS) 10dx3' O.C. 2x4 ERS (2) 16d PER 6 6' O.C. JOINT TYPICAL I 12" MAX. 'ILI' 5R,4C ING RE:QU I RE=MEENTS STUD SPACING NO ILI BRACE (1) 2x4 (UN.O.) ILI BRACE 2'x6' (UN.O.) 'L' BRACE 24' 0'0' - 3'-0' 01 3'"-0' -(-OR 6'-0' 4 GREATER 5GI65OR GA5LE - (1) 2x8 #2 5.P.F. ,@ EACH VERTICAL AND (2) 2x8 FULL HEIGHT Q DIAPHRAGM BLOCKING 12 (0.9 MAX. PRE-ENGINEERED OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES OVERLAP 2X4 BRACING 0 48' O.G. CONTINUOUS WOOD TRUSSES TO FIXED LOCATION ATTACHED W/ 2-10d 9 EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) CONTINUOUS BOTTOM CORD BRACING 2x4 MIN. NOTE: ALTERNATE NON -DROP MUST EXTENE) AT 1309. OF LLBHEI LENGTHOF GA15LESCISSOR WHIICH MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING REQUIRES BRACE TCE GABLE O EXTEND FU GROSS 8R,4CING IDE:T,41L_ J7 GAE3LE END DETAIL 2) ILI BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS 0 4" O.C- TRU55 8R,4C ING OVE:RL4P DE:T,41L_ 1�I COSMETIC DROP CEILING FRAMING SCALE: N.T.S. 5 SCALE: N.T.S. SCALE: N.T.S. CJ 5CI55OR TRUSS W1 DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS I GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION s5 S5 END JACK .� ILI BRACE W/ 10d 9 4' O.C. 12 3 12 ULE SIZE 69 MAx. I1'-0" MAX. 12 s5 AND LOCATION) 6.9 MAX. ILI 'L' BRACE wi 10d * 4' O.C. � OUBLE COP PLACE 6.9 MAX 5 (SEE SCHEDULE FOR SIZE 5 S5 AND LOCATION) 55 Lu 2X4 LEDGER ABLE TRUSS R Y CORNER JACK USP LSNA IS � a S5 5 U UPL IET CONNECTI2N5 - DBL. TOP PLATE HIP F R,4M I N TUDS 16' O.C. CONT. BEARING T. BEARING USP I-IGA10 (TYP.) SruDS a 16 OZ. USP SPr24 WOOD FRAMED GA5LE'. E:ND 8RACING DE:TAIL USE USP HTA20 (OR EQUAL) CONNECTORS a MASONRY OR USP RT16A (OR EQUAL) CONNECTORS + FRAME WALLS 4 USP RM 6 HIP JACK TO FRAME WALLS G,4P�L E= AND 3fit,4C 1 NG D E: T,41 a EACH STUD G,4�LE: END SR,4C ING DE:T,4 I L SCALE: 3r4'=I'-ro' MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE: N.T.S. NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP t0 30'-0' - SEE STRUCTURAL NOTES FOR WINE) SPEED SPECIFICATION SCALE: N.T.S. ";.',",`..�,.,.•.�`•.,u.'`�.:..�.zµy.•..�.",•',�<'..•o..�..<...��cia .:.£�¢,.l�i..:FY%s"mac' •�W'bYir••JBnp 9x£A>;GSAt��"i,%tSi'A.Ugf:lY.:�R�i* . `aa DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 o 0 N z (" 00 M Lj Q (n L!1 —j awe^ ZIa- ° 0- ��¢ o z (— W t z� J 0 JCD li V) LL1 LW W cCL i _ O � V) J Q m Q O C0 00 O w U z z 00 O � IL TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2019 -THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSIOI '�.N1Q. 1.03 / 02 1,1:.'19 r� w O 03 z O_ w Q � = U 3 W 0 }ce N QN 2N NNd W wM =0 >-10 W > w Z Q W = LLI 02 LLI (' v,n_ I —a a-CL S4 W ❑ ❑ SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 390445 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S5 T V 0 SCISSOR TRUSS 1/4' TO 1/2' GAP BETWEEN TOP PLATE 4 TRUSS 1/2' NOMINAL PLYWOOD OR O.S.B. NAILED W/ Sd NAILS 4' O.C. BOUNDARIES, 6' O.C. EDGES, 4 12' O.C. FIELD , X Q SCISSOR TRUSS REFER TO SECTION 1 ON SHEET 55.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION z CD > 1/4' TO 1/2' GAP BETWEEN TOP PLATE 4 TRUSS 0 USP HGAIO a_ 6 48' O.C. USP HGA10 Q EACH TRUSS WOOD FRAME EXT. WALL USP 5PT24 s EVERY OTHER STUD 2x8 STUDS At IV O.C. USP 5PT22 m EVERY OTHER STUD K-0, BLOCK W/ (1) "5 CONT. 4 FILLED 5/5' x 10' 'J' BOLT m 24' O.C. (STAGGERED) W/ 2' DIA. x 3/16' PLATE WASHER (TYPICAL) 1x2 P.T. FURRING STRIP MASONRY WALL (DESIGNED AS CANTILEVERED) NON-5E-AfRINC; EXT. KNEE -WALL A SCALE: 3/4' = 1'-0' '55.1 WOOD FRAME EXT. WALL USP 6PT24 6 EVERY OTHER STUD 1/2' NOMINAL PLYWOOD OR O.S.B. NAILED W/ 8d NAILS 4' O.G. BOUNDARIES, 6' O.G. EDGES, 4 12' O.C. FIELD 2x8 STUDS At IV O.G. FER TO SECTION 1 ON EET 55.1 FOR BRACING, AND TOP IORD BLOCKING ORMATION SCISSOR TRUSS 4 RAT RUN BRACING w O.G. ON TOP OF )TTOM CHORD FOR (4) U55 SPANS ATTACHED 2-16d m EACH TRUSS INT 3LOCKING END NAILED •16d m 24' O.G. (MAX.) KING (TURNED AILED t0 TOP PLATE NAILS ) FRAME EXT. WALL 5PT24 0 2Y OTHER STUD DS At 16' O.G. PLYWOOD OR 1/1(o'055 qG W/10d NAILS 6 6' O.G. 1 4 12' O.G. FIELD. ,PT22 m Y OTHER STUD )CK W/ (1) 4 FILLED ' 'J' BOLT m 'STAGGERED) I. x 3/16' ASHER (TYPICAL) s STRIP LL (DESIGNED AS CANTILEVER) NON-5EAfRINC; EXT. KNEE -WALL C SCALE: 3/4' = 1'-0'jj- 2x4 CROSS BRACE At [SEE NOTES FOR ROOF DIAf=HRAM NAILING SPECIFICATIONS RIDGE FASTENED AT EACH JOINT W/ (2) 10d x 3' USP RTI6 OR EQUAL 6 EA. OUTLOOKER 0 0 +A X2' o ° TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES a /EDGES OF SHEATHING TYPICAL TOENAIL W/ (2)16d NAILS CEILING RIDGE 2x4 PANEL BLOCKING 6 48' O.C. ATTACHED W/ (2)16d TOENAILS INTO BOTTOM CHORD. INTERIOR HIP VAULTi 6:12 SLOPE CENTER AND 3:12 SLOPE SLIDES. 2x4 'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10d x 3' tv 4'O.C. 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0' FROM END WALL a 4' O.C. TYPICAL 2x6 P.T. SILL 5/8' x 10' BOLT 0 24' O.G. MINIMUM. Ca' FROM PLATE 061000 W/ Bill i * 01 101A, 06A WA641111M SAIBLE ENM METAL AT HIS' VAULT SCALE: N.T.S. 2x4 OUTLOOKER 6 24' O.G. 24' MAX 1/2' CDX PLYWOOD OR 1/16' OSB SHEATHING ATTACHED W/ 10d NAILS a 6' O.C. EDGES AND 12' O.G. FIELD TRUSS 'L' BRACE TO EXTEND At LEAST 90% OF WEB LENGTH (SEE TABLE ON SHEET 55) 10d x 3' 's 3' O.G. THROUGH CHORD INTO 2' x 6' P.T. PLATE —PLACE SHEATHING FLUSH W/ MASONRY. ,06001 1 -MOISTURE BARRIER. USP HTA20 a EA. TRUSS PERT. WEB (24' oz. MAX.) :�tr 1;tiCy'. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineeflng.com CA 25948 i O 0 N z Lu Ln CD CCDD Z M � w LL ZH�}aM < U Q 00 zU~)� W W� J O o U LL.I W W Lu � v~i O cV) J Q m cn W Q 0 m m 0 U O LLJ U Z H Z 0all 00 GO O cY) �O CL V 1 1 I TO THE BEST OF THE ENGINEER'S WOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BVILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. (P2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN OONSENT FROM LENNAR CORPORATION. (T2019 -THESE DRAWINGS AND DESIGNS ARE THE JQINT PROPERTY OF DANSCO ENGINEERING, LLC AND TOTE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: PATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 92.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION. NO 1.03 / 02:11.19 R t_.a. c^z oa a c� 0 L O 00 m J z O Lu Q w = U W U' >_ 3 W WC`11)- �co W :D } w * Z Q W = LL.1 � LL1 V V)a- f—ri a -a W ❑ ❑ SHEET TITLE: FRAMING CONNECTIONS @ EXTERIOR WALLS SHEET INFORMATION: 409 Noll 390448 MAIN ISIU001 0410*110 DRAWN BY: LF REVIEWED BY: TH S5.1 USP LSTA24 STRAP W/ 8-10d x 11/2' NAILS TO STUD 4 8-10d x 1 1/2' TO BAND JOIST 0 EA. STUD SEE J OR JJ ON 56 'S' = NAIL FOR ADDITIONAL (2) S.P.F. CON5T. GRADE TOP PLATE 3/8 SPACING 3/8 2ND FLOOR INFO I/8' RIM BOARD CONT. IN ' NOTE: EXTEND SHEATHING TO SPLICE MIN. 48' APART ' 2nd FLOOR WALL BOTTOM OF BEAM OR GIRDER 1177 SPLICED BETWEEN JOISTS— 3/4v I/2, I� 1/2 -----------------Tfl--- TT rr 2'x BOT. PLATE W/ n n I n I l F m I n n u a o 0 0 -- b o b (2) 10d ® 6' O.C, AIL 1 1/5' RIM BOARD TO 11 I I II II 111 I II II II BEAM/GIRDER FLOOR JOIST kfl: JOIST END W/ ad NAILS, ONE SEE PLAN 0 TOP 4 BOTTOM FLANGE " " ' " III G Ill I II a II SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING u n I u m m I B B u 1 u I u III OPENING m n n u n n n 1 BI m n I B u ®NAIL AT BASE 2 ROWS 0 4' O.G. W/ ad COMMON NAIL u u n 1 w C w n I n n n B II ®NAIL AT TOP PLATE TWO ROWS w 4' O.C. W/ ad COMMON NAIL .s �' II II II I III III ii II 11 I USP WTA20 g 24' O.G. III 111 III. I ©NAIL OPENING PERIMETER 3' O.G. W/ ad COMMON NAIL RIM BOARD TO FOR DOUBLE ROW u u n B m- I— - —Ir - m n u u 1 FLOOR MASONRY WALL BELOW. C u u n u m I I ° BI a II " I ©NAfL INT. '� 6' D.G. W/ ad COMMON NAIL NAILING AT TOP PLATE u u n n rn I I u m u B n I TRUSS/JOIST I I rj�p 4 (3) ROWS ad 9 6' O.G. il = = IL = =1L = —II m I 1 u m u n n I ®STAGGER ALL VERT. JOINTS NAIL 4' O.G. FLOOR SYSTEM "' I' ° III B B n I W/ ad COMMON NAIL MASONRY LINTEL AT RIM BOARD _ _ _ _ _ _ _ _ _ IL _ _ _ w _ _ Ill _ _ IL _ -I - JI_ _ 1 COURSE (E)NO SPLICE m HEADER - NAIL SHEATHING TO +15/32' MIN. PLYWOOD HEADER W/ ad COMMON NAIL 6 4' O.C. OR 1/16' 055 SHEATHING 2x4 P.T. BASE PLATE 2ND FLOOR FR>41" IE CONNECT10N1 ,4 FLOOR CONNECTION (FLOOR J015T) WALL 5HEATkNG INFALL. 4 NAILING 5C�4ED. C SEE TYP. 2-5TORY WALL SECTION SCALE: N.T.S. 0 6 MASONRY 15T FLR SCALE: 3/4'=1'-0' S(O SCALE: N.T.S. CJ� FOR ADDITIONAL INFORMATION. SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. REFER TO UNDERLAYMENT TABLE ON SHEET SNI USP LSTA24 STRAP W/ 8-10d x 1 1/2' BU•C. FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: NAILS TO STUD 4 8-10d x 1 1/2' TO 2x STUDS a 16' O.C. (2) LAYERS FOR 2:12 < SLOPE < 4.12 BAND JOIST a EA. STUD 2'x BOT. PLATE W/ ATTACHED WALL SHEATHING PROVIDE CONTINUOUS 8 - 10d NAILS TO 12 (1) LAYER FOR SLOPE >- 4:12 2nd FLOOR WALL (2)10d 6W O.C. CONTINUOUS TO BOTTOM BLOCKING FROM B.U.C. STUD PER STRAP PRE ENGINEERED WOOD TRUSS 9 24' O.C. MAX. C TO MASONRY BELOW ROOF COVERING 2'x BOT. PLATE W/ BAND JOIST 22 ROWS STAGGERED INSULATION HURRICANE ANCHOR e EACH TRUSS (2) 10d fit 6' O.C. FLOOR SYSTEM BAFFLE i/16' O.S.B. MIN. (FOR SHINGLE) OR 19/32' 058 (FOR TILE) SEE ROOF 2x4 RIBBONS, EACH W/ 4-16d INSTALLATION NAILING SCHEDULE ON SHT. SNI PER CHART ALUMINUM DRIP EDGE NAILS INTO EA. FLOOR TRUSS ON SHEET 53 NOTES: • USE ALUMINUM FASCIA *USP MP4F 6 24 oz. MP4F 4 EXTEND MSTAM 36 HEADER SUPPORT NO. OF JACKS 4 STUDS REQ AT OPENINGS OPENING 2' x 4' WALL JACKS 2' x W WALL STRAPS SIZE STUDS JACKS ISTUDS (UN.O. ON PLAN) EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 V-16' (3) (3) (2) (3) (2) USP LSTA30 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD PER �2x SUB FASCIA w/ 12-5d NAILS SHEATHING TO USP HTA20 m EA. TRUSS CODE W/ 1 3/8' DRYWALL NAILS OR DRYWALL BOTTOM OF RIM W/ 9 - IOd x 1 1/2' NAILS SEE FLOOR PLAN NOTES FOR SCREWS i' O.G. CEILING 4 8' O.G. WALLS 12' VENTILATED SOFFIT a BOARD/BAND PRE-ENGINEERED INTO FLOOR TRUSS 4 MIN. 4 REQUIRED CONNECTION ATTACHED WALL SHEATHING TO JOIST FOR FLOOR TRUSSES EMBEDMENT IN KO BLOCK 1/2' GYP WB (2) TOP PLATE W/ ad m 4' O.C, 2 ROWS 15t FLOOR WALL SHEAR WALL I DOUBLE 2x S.P.F. *2 TOP PLATE 1x2 NAILER ONLY. (5)1/4' X 2 1/4' TAPCONS MASONRY WALL2-ROWS 12d NAILS 15/32' MIN. PLYWOOD OR 7/16' OSB USP LSTA24 STRAP w/ 8-10d x 1 1/2' NAILS TO MASONRY WALL PER STRAP �`p� STAGGERED 0 12' O.G. EACH TO STUD 4 8-IOd x 1 1/2' TO BAND JOIST FACE OR 3-ROWS 12d NAILS SHEATHING NAILED W/ 8d COMMON 2x BLOCKING g EA. WALL SHEATHING JOINT 41 STAGGERED 12' O.G. FOR NAILS 0 4' EA SCUD 2'XIO' OR GREATER HEADER IV O.C. 2x S.F.F. 02 STUDS FEED (UN.0)C EDGES, AND 6' O.G. �LooR coNN CTIoN (FLOOR TRU55� WOOD �� 1�I 50NR�' 2x CRIPPLES 2x BOTTOM PLATE W/ (2) 10d a 6 O.C. n i/S' CEMENTITIOUS FINISH PER A5TM G. 2ND FLOOR i�4M CONNECTION CONNECTION W1 M5TAM3& LL n IV O.G. W/ (2) 3/4' PLYWOOD DECKING GLUED AND NAILED W/ 926 APPLY 3 LAYERS W/ TOTAL m WOOD 1ST FLR SCALE: N.T.S. m MASONRY 1ST FLR SCALE: 3/4'=1'-O' 0 SEE TYP. 2-STORY WALL SECTION FOR SCALE: N.T.S. (J' 12d TOENAILS 10d COMMON 9 6' O.G. EDGES AND 12' O.C. FIELD �I` THICKNESS 1/8' OVER METAL LATH. UPLIFT CAP = 1328 PLF SEE TYP. 2-STORY WALL SECTION ADDITIONAL INFORMATION. T/B �; FIRST 2 LAYERS 3/8' THICK EACH. 3RD SHEAR CAP = 355 PLF FOR ADDITIONAL INFORMATION. 1/2' GYP. WB OR 3/8' PLYWOOD/ TYPE 2-M-W OSB u LAYER 1/8' THICK (SEE NOTES IN (DRAFTSTOPPING) TO BE NAILED W/Sd COMMON 9 "' SECTION 4.4 SHEET 5N FOR SEE TYP. 2-5TORY WALL SECTION FOR ADDITIONAL INFORMATION. (2) 2x HEADER SEE PLAN 6' O.C. TO ONE SIDE OF THE FLOOR TRUSS FOR AN ADDITIONAL INFO.) AREA :5l000 SQ. FT. OF FLOOR AREA 4 SEALED IOd NAILS 5� INTERIOR HEADER PENETRATION AREA W/ FOAM. DRAFTSTOPPING - INSULATION PER CHART ON SHEET 53 (1) 2x SILL PLATE W/ (2) - � 8' O.C. TYP. BOX 12d TOENAILS. SHALL DIVIDE THE CONGEALED SPACE INTO HEADER APPROX. EQUAL AREAS. rB R SEE J OR JJ ON 56 FOR FLOOR JOIST 2x JACKS (SEE EXTERIOR HEADERS S6 S6 ADDITIONAL 2ND FLOOR INFO ONLY TABLE ABOVE) lll 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING FLOOR J0I5T/FLOOR FELT PAPER OR TJI BLOCKING AT 24' O.C. RIM BOARD LARGER THAN 4 ft (2) 2x TRUSS, SEE PLAN o METAL SEAT PLATE MAX. AND At EACH CORNER SILL PLATE W/ MP3 (UNDER COMER SCUDS) W/ SCRAP CLIPS EACH SIDE NOTE: LAP SHEATHING TO (2) 12d TOENAILS T/B 1 1/8' RIM BOARD CONT. BOTTOB2x STUDS (SEE M OF AND O JIST TYPICAL 1/2' HIGH STRENGTH OR 5/8' GYP WB (OR SPACER TABLE ABOVE) 5/8' GYP. TYPE ' X' o GARAGE ONLY) W/ WEEP SCREED INSTALLED PER AIL 1 1/8' RIM BOARD TO BLOCKS DETAIL (FLOOR J015T) o MANUF. 4 FRG SECTION R103.12.1 FLOOR JOIST P.T. BOT. PLATE 1 3/8' DRYWALL NAILS OR DRYWALL SEE PLAN JOIST END W/ ad NAILS, ONE Q SCALE: I I/2'=1'-0' SCREWS 'I' O.G. CEILING 4 8' O.G. WALLS STD.130° HOOK (SEE DETAIL) 6 TOP 4 BOTTOM FLANGE S� oo oo,P FLOOR TRUSS / 1/2' GYP WB 8'x8'X16' CONC. KNOCKOUT BLK W/1*5 ,><,� BEAM ROD CONT. FILLED SOLID W/GROUT INSTALLATION PER CHART ON SHEET SIN 8' C.M.U. TYPICAL ` . TRUSS USP HTA20 6 24' O.C. RIM BOARD TO C FOR DOUBLE ROW 2x4 RIBBON5 MASONRY WALL BELOW. I I NAILING AT TOP PLATE SEE PLAN FOR REQUIRED ARCHITECTURAL c.)(o 4 (3) ROWS Sd 0 6' O.C, FINISH MASONRY LINTEL AT RIM BOARD 'T' CORNER STRAP CONNECTIONS 11 (1) * , VERT. IN FILL CELLS COURSE (SEE FOUNDATION PLAN Ti'�Ic�TL 'IT" AND 4 NOTES) DETAIL (L00R TRU55) O LOAD 5E,4RINC3/EXTERIOR FRAME Ix WE) FURRING 9 24' O.C. IL a 4'x4' INSPECTION PORT AT 2ND FLOOR FRAME CONNECTION (FLOOR J01St) � CORNER DETAILS � WALL HEADER DETAIL 1„1 BASEBOARD - EACH FILL CELL TYPICAL Iq PARALLEL TO MASONRY WALL SCALE: 3/4'=1'-0' S(O SCALE: N.T.S. SCALE: 1 1/2'=I'-O' Sip Sro MIN. 2500 PSI CONC. SLAB SEE TYP. 2-STORY WALL SECTION MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH FOR ADDITIONAL INFORMATION, v MUNICIPALITY 4'to 6' BELOW GRADE SEE SHT S3 FOR SHEATHING NAAILED W/Oad COMMON STUD SPACING SCHEDULE a — a _ d INSULATION CHART NAILS 4' O.G. EDGES, AND 6' O.C. ° d NOTE: ROOF UN BRACED NOMINAL SHEATHING TOP/BTTM m _ ° FINISH GRADE SEE SHEATHING (2) ROWS OF 2x BLOCKING FIELD (UN.0) ROOF TYPE STUD SIZE & SPACING _ _ 2x4 PANEL BLOCKING 48' O.C. SEE TYPICAL WALL SPECS ON FLOOR THIRD POINTS 2x STUDS 16' O.C. SPAN (ft) WALL HEIGHT TYPE PLATES 6 MIL VAPOR BARRIER III —I III ° I — SECTION C/S3 FOR '1/8 STUCCO FINISH PER ASTM C. 926 SHGL. OR TILE 35 UP TO 8'- 2" 2x4 SPF#2 @ 16" OC OSB SEE J/S6 ° FOR THE FIRST 8'-0' OF END ADDITIONAL INFORMATION 6x6 W1.4xW1.4 WWF I —III III III a III —III— - ? WALL FROM EA. END. (TYP.) TOP 4 I/2 GYP. WB. MIN. 5/8 DIA. x 10 J BOLT W/ 8 APPLY 3 LAYERS W/ TOTAL THICKNESS OR FIBERMESH I �—III— I I —I — - CxARAGE SIDE IF EMBEDMENT a 24' O.C. W/ 2'DIA.X SHINGLE 45 OVER 8'- 2" TO 9' - 2" 2x4 SYP#1 @ 16" OC PLYWOOD SYP#1 I III III III —III- BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE (1) ROW OF 2x BLOCKING ® MID APPLICABLE 1/8 OVER METAL LATH. FIRST 2 LAYERS _ _% 16d TOE NAILS SECTION J/56 3/16 PLATE WASHER TYPICAL GLEAN POISONED 4 COMP. 501E I=1 I I I HGT. FOR WALL HGT. < 8'-6'. (2) 3/8' THICK EACH. 3RD LAYER 1/8' THICK _ __ _ DECKING 5/8'DIA.� EXPANSION BOLT W/ (MIN. SHEAR 35000 MIN. TENSION (COMPACTED TO 13 �% MODIFIED I .III III=III=III=III=1 - ' ROWS of 2x BLOCKING g 3rd (SEE NOTES IN SECTION 4.4 SHEET 5N FOR NOTES: I . I- STD. 90° HOOK ATTACHED WALL SHEATHING � 7' EMBEDMENT � 24' O.C. 2600".) PROCTOR ASTM D1551) (SEE DETAIL) To BOTTOM PLATE/CHORD W/ ad PTS FOR WALL HGT. > 8 -6 W/ 2'Ox 3/16' PLATE WASHER ADDITIONAL INFO.) 1) OSB SHALL BE 7/16" APA RATED EXPOSURE 1 (MI N. E = 275,570 PSI) (3) * 5 REBAR ON 3' CHAI - ' 4' O.C., 2 ROWS STAGGERED USP 5PT22 6 EA. STUD TYPICAL. (MIN. SHEAR 35000 2500 P51 CONCRETE MIN. U5P SPT22 m EA. STUD W/ 3' MIN. CLEARANCE 2x STUDS 16' O.G. MIN. TENSION 2600!) SLAB W/ 6x6 W1.4xW1.4 WWF OR 2x P.T. PLATE 2) PLYWOOD SHALL BE 15/32" APA RATED STRUCTURAL 1-EXPOSURE 1 (E=1,$00,000 PSI) `r FIBERMESH WEEP SCREED INSTALLED PER MANUF. 3) STUD TO BE SYP#1 OR BETTER FOR WALL HEIGHT OVER 8'- 2" �� 2 -5T0R�' BULL SECTION J 2x P.T. PLATE 6x6 Wi.4 x W1.4 4 FRG SECTION R70 .72.1 FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN WWF OR FIBERMESH ° _ 4) DEFLECTION LIMIT FOR STUDS WITH PLASTER OR STUCCO FINISH IS L/360 / SEE FRAMING p ° cv D SCALE: 3/4'=1'-0' Ski PLAN — — ` o - -a — — — —D — — —\/\ \/ ` FINISH GRADE 2x4 GROSS BRACE 48' USP HTA20 m 24' O.C. W/ 6 MIL VAPOR i \ 10-10d X 1 1/2' NAILS INTO BARRIER 6 MIL VAPOR\\ \�� O.C. FOR THE 1ST 2 0 of I I \� \ \ /� BARRIER END WALL W/ (2)IOdx3' 9 EA. BLOCKING TRUSS 4 MIN. 4 /���/���/ (3) 05 CONT. ON 3' \\�� END INTO 2x4 BLOCKING EMBEDMENT IN GONG. CHAIR W/ V MIN ' CLEARANCE (3) 05 REBAR ON 3' CHAIR , W/ V MIN. CLEARANCE - 2ND FLOOR FRAME CONNECTION (FLOOR TRU55) INTERIOR 2 -5TORY FRAME 5ECTION 4LTERN,4TE FOOT INCH � PARALLEL to MASONRY WALL SCALE: 3/4'=1'-O' S(O SEE TYP. 2-STORY WALL SECTION SCALE: 3/4'=1'-O' 0 @ WOOD 1ST FLR SCALE: 3/4'=1'-O' S� SEE TYP. 2-5TORY WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineenng.com CA 25948 O O N Z Lu O? Zt� ) Q aWUCe Zla—a0- ��Q00 Z I— W c~i� z� w J O O t0 U x F— Lu W UJ V) O V) � J Q I C0 V) Lu Q � m m O 0 U U Q Z Z CO O � 12 V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = IGBMPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2019 LEN NAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LEN NAR CORPORATION. ©2019 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROS rREFERENCETABLE VERSION..O. 1.03 / 0.2 11 119, h t _. GV Lu O m J Z O :.i w = U W U' yZ N vJi� W wm _1 }00 W :D* >_* w:* Z Q LL1 = Ld LLI ow_C� W ❑ ❑ SHEET TITLE: TYPICAL 2-STORY SECTIONS & DETAILS (MONO) SHEET INFORMATION: JOB NO.: 390445 DATE ISSUED: 04.04,19 DRAWN BY: LF REVIEWED BY: TH S6 S „ DOORJAMB 1X4 1/2 DRYWALL DOORJAMB 1 X 4 1/2” DRYWALL DOORJAMB 1 X 4 1/2" DRYWALL P.T. ATTACHED PER ATTACHED PER ATTACHED PER DOOR MANUF. DOOR MANUF. DOOR MANUF. 1 X 4 1 X 4 3-1/4" LONG X 3/16"0 1 X 4 FURRING 3/16" 0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGEREDL11X8 2X8 BLOCK@ SPACING 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3L� DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM iX4 P.T. 3/16" x 3 -1/2" DOOR JAMB 1X4 1/2" DRYWALL DOORJAMB EACH END W/ MIN DOORJAMB TAPCON ATTACHED PER ATTACHED PER 2" EDGE DIST. ATTACHED PER DOOR MANUF. DOOR MANUF. DOOR MANUF. 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16" 0 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL ,) TYP,) ♦♦♦♦♦1♦♦♦ #5 REBAR (TYP)♦'♦'♦'♦,♦♦ K (TYP.) ♦�.j♦♦ ♦'♦TD. 90° HOOK (TYP.) '♦'♦'♦♦,♦� +2" :TIC ♦@ � � ST COURSE 2 COURSES ♦♦.♦�,♦�` ♦♦1♦♦♦♦♦♦♦ ♦♦♦ BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION rH SCALE: N.T.S. 2"x BOT. PLATE W/ (2)10d @ 6" O.C. SCALE: N.T.S. �+�+ SS SS 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION USP RT16M UPLIFT CAPACITY = 1395 # FOR 1 STRAP 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. A -A FILL 1st4COURSES ROWS STAGGERED EMBEDMENT INTO BLK.) 1/4" MAX = 2790 # FOR 2 STRAPS SOLID W/GROUT 2x BAND JOIST W/ FACE NAIL 'T 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS 10d @ TOP & BTTM CHORD, 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 3 1/4" TAPCONS AND (_ USP RT16M W/ 9 10d x 1 2" NAILS & 8) FACE NAILS 10d () (4) %" x 1%" TAPCONS TRUSS VERT. WEB METAL SEAT PLATE 1/2" DRYWALL * - (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (8) 10d x %" NAILS AND NOTE: 8d NAILS AT 8" O.C. AT BUCK LAP SHEATHING TO 1 3 - :; (4)/ X 1/ WEDGE BOLTS [(1) 2 x 8 45^ DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE = BOTTOM OF BAND (4) 10d NAILS INTO STRAP 1225 # , (2) STRAPS 2450#1 BRACES INSIDE TO ALLOW FOR INSULATION JOIST TYPICAL () 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 1 1/2" ARCH PANEL CUT HOLE IN O.S.B, FOR CONTACT ENGINEER OF RECORD FOR USP HGAM10 @ 12" O.C. w/4 SDS 1/4x1 1/2" BUILT PLWD. BUCK POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. BOND BEAM OR CAST FURTHER INSTRUCTIONS. SCREWS INTO BAND JOIST & (4)1/4"x1-3/4" SCRIBEE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS IN PLACE BEAM WEDGE BOLTS INTO K.O. BLOCK BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END OVERHANG CONNECT W/ 8d NAILS BRACE/ BLKG. RETROFIT TRUSS DETAI L INSTALL WDW. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN N.T.S. INTO ARCH BLKG. PER 4" MIN. OF BRACE RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH FOR OVERHANGS BETWEEN 3l4" To 1 1/2" RETROFIT FOR MISSING EMBEDDED STRAP DETAILS OR THRU 1-112" THK. OR MORE BUCK IF TRUSSES USED) W/ (3) #12 X 4%." WOOD WITHIN 6" MIN. OF START OF ARC START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY T. WA / NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 4' MAX. RAD. WALL USE (3)1/4" X 31/4" TAPCONS AT 16" O.C. TR S ARCH DETAIL j JACK TRUSS PROVIDED BY TRUSS 2 X 4 #2 SYP SCAB TO SIDE OF SCALE: N.T.S. SS COMPANY OR 2x6 #2 SYP @ 24" O.C. SEE 12 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1'-0" 5'-0" MIN. W/ (3) 8d TOENAILS @ TOP & BOTTOM ? t 0� * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. CHORD TO LEDGER PLAN + RygNO, (2)10d NAILS @ 8" O.C. FINISH FLOOR 2 x 8 BUCK - CONNECT TO BLOCK + + �NOTN TO TRUSS TOP CHORD WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. SECTION ROOF SHEATHING ATTACHED + + PLYWOOD SHEATHING ° /4" MAX EMBEDMENT INTO BLK.) B-B PER NAILING SCHEDULE + + P . #5 BAR BLOCK HEADER 2 0 8 5 -12d NAILS + + BLOCKING AS �D. ° 10" D P D ° ° CENTERED W/ SOLID BLKG. AT TOP BTWN. ARCH ( ) 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 TO SUPPORT ° USP RT3A + REQUIRED so° � IN TOP c TRUSS + SOFFIT _ — P KNOCKOUT/ N CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d 2X4 SYP D. NAILS AT EA. END PROVIDE 2x EACH TRUSS MONO FOOTING _ PROVIDE 2 x 8 DIAG. BRACE BTWN. PROVIDE (2) MIN. CONT. W/ (3) -0 VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PN LAI — BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY CONNECTOR LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF TRUSS COMPANY OR 2x4 °-� ° AND SECTION DETAILS -iz 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. CLEAN FILL t> TO BE INSTALLED 3'-W MAX SEE PLAN SEE LINTEL DIRT BUILT UP PLWD. BUCK- SCHED. °. ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH CENTERS FIT #5 BAR IN ° 90° HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #12 X 4W WOOD FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ III O.C. MAX. OR IF MASONRY PRECAST LINTEL " EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C. SEE ELEVATION e - o - INSTALL WDW, SCREW THRU OSB INTO 2 x 8 BAR H FACES a - FOR OVER HANG (MAX. 4'-0") o 0 0 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL SS K SECTION @SHED ROOF LSS SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL B-g STEMWALL FOOTING SIZE AND SCALE: N.T.S. SCALE: 3/4"=,'-o" MONO TO STEMWALL FOOTING SCALE: 3/4" =1 -0 SS SCALE: 3/4" = SECTION DETAILS 1'-0" A/C CHASE 4" PVC PLUMBING LINE SLEEVE THRU STEM NOTE; IF RETROFIT FILLED CELL CONDITIONS WALL EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD TOP R D x 4' 0" TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE1. FOR ADDITIONAL INSTRUCTION. CENETERED @ PIPE PVC OR SCH40 SLEEVE CENETERED @ PIPE.= PENETRATION PLUMBING LINE PENETRATION '� ' �. � MASONRY WALL. SEE PLAN FOR d ° a a a —I 1 I=I 1 I=I I=I I I I =I I I FINI GRADE REINFORCING. PROVIDE LOWER /— EXISTING BOND BEAM. —�_—_ —_ — • ` =III—III—III=III=III III —III III=111-11—I I I=I I =III=III=I I —I I I=I I EI HOOKED DOWEL Ell III I UP COLN. III=III=I °=I I=III=III I=I=I I=I—I I --III= III=I—I I=III=I DRILL 3/4"X6" MIN. HOLE \ELSEE PLAN I —II , • =1 � I=1 ISET BAR IN EPDXY III=I I I=I=� HTT16W/(18)-16d NAILSTO CAP TO PREVENT LEAKAGE z • • II —III— — — — W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL WHERE THIS CONDITION #5X6 EMBEDDED INTO (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ EXISTING BOND BEAM SEE FND. PLN. SLEEVE THRU STEM I I=I 12" BELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN. z SIZE &REINF. e GRADE COVER 6'-0" F.F. 12" EMBEDMENT & 1-3/4" MIN. Q FILL CELL FULL HEIGHT W/ SEE PLAN FOR A . • FOUNDATION INFO a . SEE FND. PLN. EDGE DISTANCE W NON SHRINK GROUT. SIZE & REINF. PIPE PERPENDICULAR TO FND. A x (ALLOWABLE UPLIFT=2,249#) W J STEM FOUNDATION 0 � A _ a 1 PIPE VERTICAL THRU FND. o� 1I— TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE 5X6' EMBEDDED INTO 2-#5X6' IN CONC. CENETERED @PIPE GRADE REINF. SEE PLAN D o — _ ¢ EXISTING FOOTING PENETRATION PLUMBING LINE N FILLED CELL DRILL 3/4"X6"MIN. HOLE M GRADE o p .. I �— SET BAR IN EPDXY,:r O =III=III=III=1I A ° a ° II=III=III == I I —III ° CELL FILLED SOLID — ° ° ° =III=I—I N P w/(1) #5 VERT. REBAR ;4" SAW CUT — I - • - (2) #5 REBAR. MIN. 3" SEE FND, PLN. COVER EA. WAY SIZE &REINF. � (2) #5 REBAR 16� MIN. (1-STY) EXISTING FOOTING A SECTION A/C CHASE 4 PVC 20 MIN. (2-S SLEEVE THRU FOOTING 1 SCALE: N.T.S. MONO FOUNDATION SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL TYP. FND. PENETRATIONS SCALE: 3/4"=T-0" SCALE: 3/4"=T-0" SCALE: N.T.S. SCALE: N.T.S. NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT ♦ UNAUIULI' I ABLL INS I ALL I IUN ♦♦♦♦ DO NOT DO THIS PROPER INSTALLATION ♦•`'� MAX. 8 . ♦♦♦♦ ��♦ FILL SOLID BOTH CELLS #5 REBAR STD. 90^ H00 L.. . L +5^ NOTCH WEB AT THE FIRST r r x'�� j•�35 • 5� pia DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 o 0 N z w Up, Zp 00 � M Q(nMLP �WILL^ Z la—°}0- U Q 00 F- W W17— C) J 0 o L.0 U W W W Lu = w Lu to = O � J Q 1 m V W Q 0 O0 m W O Z � Z 00 0 v) � CL V) Z) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©M19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERLY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION ® 0 ci. Q � O Lu on J z 0 Lu U W ZD Q N = N N 04 W w� _'o >� W Z)<* �* w0 Z :2 N LLI = LLI LLl 5 v>n: ❑ W ❑ SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 390445 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH ss T D L n ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING JOIST 2x8 SYP 2x4 UNDER STRINGER GLUED AND jj �j NAILED TO LANDING BLOCKING 2x8 SYP o o D =t l L 2x4 PT NOTCH — INTO STRINGER H D ----2x4 BLOCKING FOR STRAP 2x8 SYP 1-1x4 blocking MIN. 20" FLAT STRAP NAILED TO RISER E AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: " = 1'-0" HANDRAIL - SHALL HAVE MIN. & MAX. HEIGHTS FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FINISH SURFACE OF RAMP SLOPE OF 34" & 38" HANDRAILS SHALL HAVE EITHER A CROSS SECTION DIA. BETWEEN 1-1/4" TO 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. CLEAR SPACE BETWEEN HANDRAIL & WALL SHALL BE A MIN OF 1-1/2" INCHES. (RE. FBC R311.7.8., 6TH EDITION (2017) HANDRAIL DETAIL SCALE: N.T.S. 2x4 SPF NOSING GLUED AND _ NAILED MATCH NOSING ON / \ OTHER TREADS / 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND z' GAP TOP AND / BOTTOM, GLUED AND 2x4 / NAILED TO STRINGER syp blockin for 2x12 TREAD GLUED AND NAILED / DRAAFT S P 2x4 PT NOTCHED INTO 1 STRINGER AND TAPCONED\ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE / NOT TOUCH STRINGERS AT STRINGER CONTACT \ / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS �� _ _ x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" STRINGER MUST MAKE F CONTACT WITH LANDING i / / I 1 A ALIGN THIS STUD WITH FACE OF 2ND RISER / ------------ / / —2x SYP CUT TO FIT \ BEARS IN WALL 1 1 II I .I I11 _-----2x12 SYP I I I BEARS IN WALL I A I I 1 u rr ---2x6 SYP 2x4 SYP BLOCKING / / 2x4 PT NOTCHED INTO STRINGER \ FOR STRAP (SIM SONLSTA21 / / AND NAILED TO FLOOR WITH GLUE OR BETTER) BEHIND / AT STRINGER CONTACT POINTS RISER / 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x12 F SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: V = V-0" STRINGER MUST MAKE D ALIGN THIS STUD WITH FACE OF 2nd RISER FULL CONTACT WITH LANDING —3/4" RISER CUT TO FIT 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH SIDE) TO BOTTOM EDGE OF 2x12 MAINTAIN BETWEEN 4" STRINGER STRINGER AND �' GAP TOP AND _ BOTTOM, GLUED AND NAILED TO STRINGER \ —1x4 GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER \ —2x4 DRAFT BLOCKING FOR STOP STRAP GLUED TO --------- RISER AND TREAD —2x8 SYP DRYWALL STOP MUST / \ 1 NOT TOUCH STRINGERS 1 / \ / 1 I J--2x4 BLOCKING FOR 2x12 � I 1 4-2x4 PT UNDER 2x12 �I I 1 ROVIDE MOISTURE / \ PROTECTION / \ ATTACH ALL COMPONENTS / \ OF STAIR TO CONC. W/ 4" X / —ATTACH ALL COMPONENTS \ 2" TAPCONS @ MAX. 32" O.C. / OF STAIR TO CONC. W/ 4' X \ 1x4 GLUED AND / 2 4" TAPCONS @ MAX. 32" O.C. NAILED TO STRINGER / SECTION VIEW "C" SCALE: 1" = 1'-0" / \ / 1x4 GLUED AND NAILED TO STRINGER x4 DRAFT V-S(:TOP / 2x SYP CUT TO FIT % BEARS IN WALL 2x8 SYP DRYWALL STOP MUSTNOTTOUCH \1 STRINGERS I 2x4 SYP II 1 2x12 SYP BEAR IN WALL I I 1 IM BLOCKING III FOR 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 STRAP 2x6 SYP / \ / / 2x4 PT NOTCHED INTO STRINGER \ / / AND NAILED TO FLOOR WITH GLUE \ / 2x4 CUT ON BEVEL , / AT STRINGER CONTACT POINTS \ / DOES NOT BEAR IN WALL SECTION VIEW "D" SECTION VIEW "E" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL SYP BEARS IN WALL BEARS BULLNOSE DETAIL SCALE: 1" = 1'-0" SECTION D-D SCALE: 1" = V-0" 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND / 112xi 1 I I DRAFTS P r I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE / NOT TOUCH STRINGERS AT STRINGER CONTACT \ 4/GLUED AND NAILED TO STRINGER POINTS , OR DRYWALL SPACING B �- E SECTION VIEW SCALE: J" = 1'-0" SCALE: 1" = V-0" NOTE: THESI SPECI YOU F STAIR FOR R 3/4 PLYWOOL ON DECK `--2x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C 1 NOTE: 2x8 \ DRYWALL STOP / \ NOT SHOWN / TOP OF EAD / STRINGER / \ CONN. TO BOTTOM rl OF NEWEL POST PER CONTRACTOR / 1 I_ f� \ / M ❑ \ — FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON OR 1 x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILED TO JOIST. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: �, = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED NVALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND )ED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO RING WALL BELOW (WALL JOINT YWALL TO ✓ER JOISTS) HANDRAIL SHALL HAVE MIN. 4 MAX. HEI6HT5 FROM THE 5LOPED PLANE ADJOINING THE TREAD N051NIS OR PINAH SURFACE OF RAMP SI nPF OF 94" 8 Sw W / PI( OFT. F I GKET RA I L I NO T5 NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES 2X6CAP 1/2" DRYWALL � FR4WE HALF WALL DETAIL WOOD PICKETS SPACED 0 4' C/C OUARDRAIL5 SHALL BE ADGJA17E IN STRENGTH, DURABILITY AND ATTACHED AS DE556RIDW IN SECTION R3113, FRO 6TH EDITION (201-1) OPTIONAL F I GKET DETAIL GUARD AND HANDRAIL NOTES • R512.1.5 OPENING LIMITATIONS. REQUIRED 6UARD5 SHALL NOT HAVE OPENINC75 FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PA55AGE OF A SPHERE 4 INCHES (102 mm) IN DIAMETER. EXCEPTIONS: I. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (155 mm) IN DIAMETER. 2. GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PA55AOE OF A SPHERE 4 5/6 INCHES (III mm) IN DIAMETER. • HANDRAIL5 FOR STAIRWAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOP�E5T R15ER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS AS PER FRO 6TH EDITION (2011) R511.1.6.2 0 ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FRO 6TH EDITION (2011) R511.-I. m al 4� DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineenng.com CA 25948 o 0 N Z W OLn^ 0 CD z u) M O^ M 9 Q J L � W LL V- °- z H a M a o zc;9 W Lu zCD J 0 J U W UJI LLI LL1 °- c i J Q 1 m UJ Q O C0 Q � m Z Lu Z F- z co O V) (y) 11 V TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02D19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. (;)2019 -THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. Q2.11.19 1,03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION N0-1 03 /-02.11.19 F` Q a. Q w O co-i Z J LuO Q a = U W 0 z h Q� =N -j OC �10 W wM =� }� Lu w 00 Z Q LJj = LL.i � ui (, N L F- o- o_ CL: Lu ❑ ❑ SHEET TITLE: STAIR DETAILS SHEET INFORMATION: JOB NO.; 390445 ATO f0sweal 00100110 DRAWN BY: LF REVIEWED BY: TH STAI R r D 1 0 TEMPORARY TAPE 'FLAP' 11�rTO HOLD FLAP HOUSE 4,1 WRAP 7 i SH A I 0 9' ROUGH OPENING HOUSE WRAP SHEATHING --TEMPORARY TAPE 'FLAP' TO HOLD FLAP /y, 4,1 HOUSE WRAP? ., SHEATHING / O ROUGH OPENING 4' SILL WRAP ILL FLASHING HOUSE WRAP INSTALL FLEXIBLE FLASHING SHEATHING CORNERS AT WINDOW SILL iz WINDOW FLANGE HOUSE WRAP SHEATHING 'FLAP' TEMPORARY TAPE TO HOLD FLAP �SHEArHING CAULK BEHIND WINDOW FLANGE BEFORE INSTALLATION. SILL FLASHING WINDOW FLASHING METHOD 'A -I' WINDOW FLASHING METHOD 'A -I' WINDOW FLASHING METHOD 'A -I' A A WINDOW INSTALLER WILL CUT THE BUILDING PAPER AT A 45• ANGLE TO A POINT 9' UP AND 9' OUT A INSTALL 3-STEP PROCESS: 01 FROM THE UPPER COMERS OF THE ROUGH OPENING. O B. INSTALL SILL ICORNER SNIIELp FLASHING (FASTEN -WING �ITN MOITHE ROUGH �HSEALANING ON EAC44 OR )SIDE) O Q APPLY A CONTINUOUS BEAD OF CAULKING ON THE BACK SIDE OF THE WINDOW FLANGE. B. THIS WILL MAKE A 'FLAP' THAT WILL BE USED TO COVER THE HEAD FLASHING IN STEP 6. C. INSTALL SILL WRAP (MUST COMPLETELY COVER ROUGH OPENING SILL (INCLUDING CORNER SHIELDS) B. INSTALL THE WINDOW ACCORDING TO THE MANIACTURERS SPECIFICATIONS. METAL FLASHING DOUBLE LAYER SPLINE APPLIED VERTICALLY (IF USING FELT, SPLIT 36' - WIDE SHEET IN HALF) 2' TO 4' LAP AT HORIZONTAL JOINT ' 2' TO 4' LAP AT I ' ' HORIZONTAL JOINT , � I I 1`• I ' SHEATHING I I � = ; ; BUILDING PAPER HOUSEWRAP I 1 I I I I I I I I I -CUT I r. WINDOW OPENINGS SHEATHING WRAP I ; (BUILDING PAPER OR HOUSEWRAP) CARRIED I' TO 2' BELOW BOTTOM OF SHEATHING ' 4' TO 6' LAP AT VERTICAL JOINT 9' (6' MIN.) BEYOND CORNER BOARD SHEATHING- WRAP DETAIL SCALE: N.T.S. TEMPORARY TAPE 'FLAP' TO HOLD FLAP HOUSE 4,1 WRAP HEAD FLASHING JAM FLASHING WINDOW FLANGE HOUSE WRAP SILL FLASHING WINDOW FLASHING METHOD 'A -I' OA INSTALL HEAD FLASHING OVER THE WINDOW FLANGE. B. EXTEND THE HEAD FLASHING 8' BEYOND THE ROUGH OPENING ON EACH SIDE. w i i vi i vwr•u-1-IN v I INH i iuv i w� I tinv&_v y r tiles i i 1ti11 i r0 ALLOW MOISTURE TO BE DIVERTED TO THE OUTSIDE SURFACE TEMPORARY TAPE 'FLAP' TO HOLD FLAP 4,1 HOUSE WRAP/ i- SHEATHING JAM FLASHING WINDOW FLANGE to HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLASHING METHOD 'A -I' OA INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON EACH SIDE. B. EXTEND THE JAMB FLASHING 4' ABOVE THE ROUGH OPENING AND 8' BELOW THE ROUGH OPENING. C. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. HOUSE WRAP HOUSE 'FLAP' WRAP SILL FLASHING WINDOW FLANGE WINDOW FLASHING METHOD 'A -I' OA ALLOW THE BUILDING PAPER 'FLAP' TO DRAPE OVER THE HEAD FLASHING. AD FLASHING JAM FLASHING HOUSE 'FLAP' WRAP 7 ............................ f � WEATHER IRE51STANT C045MCTION TAPE AD FLASHING JAM FLASHING HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLANGE WINDOW FLASHING METHOD 'A -I' OA APPLY WEATHER RESISTANT TAPE OYER THE 4. ANGLE CUT ON THE BUILDING PARR B. ON INSIDE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM ti �t£ �S DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 o 0 N z "' 0 O f n M � � 'Nl' LL_ n H }a} d M W Z W� J 0 J U n_ � w w W = � W a' c~i FLASHING NG REQUIREMENTS_ FLASHING AND SEALANTS FOR EXTERIOR WINDOW AND DOOR OPENINGS SHALL COMPLY WITH WEATHER RESISTIVE BARRIER WINDOW UNIT THESE DETAILS ARE GENERIC AND MEANT TO SHOW SECTION R703.4. DOOR ROUGH OPENING SLOPE GENERAL FLA HIN S G AND WATERPROOFING METHODS TO BE USED. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES AND 0.3 in: 12.0 in BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE WOOD FRAME CONSTR. 0.6 cm : 30.5 cm ( ) BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. H SUCH FELT OR SELF ADHERED FLASHING ;;;»>»>" BY LAPPING DOWN 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHINGMATERIAL SELF -ADHERED FLASHING SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER OVER RIM JOIST AND UP ��`�' THRESHOLD OF DOOR AND RETURN LAYER NOT LE THAN 2 O SS AN INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT _ WALL BY 6 IN. = UP JAMB 6". USE LIQUID NAIL BRAND R EQUAL WEATHER PROOF CAULKING O QU EXTERIOR PRODUCTS DETAILS LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS PENETRATIONS TO THE TOP OF WALLS AND TERMINATED AT PEN T IONS AND BUILDING APPENDAGES IN A CEMT. FIN. ::>ss:>. yt: t:;`?suit?::? l :::: MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SELF -ADHERED FLASHING BUILDING PAPER SECTION R703.1. THE WATER -RESISTIVE BARRIER IS NOT REQUIRED FOR DETACHED ACCESSORY TWOLAYERS OF FELT R ONE LAYER OF HOUSE D O USE WRAP AN BUILDINGS. SEAL TOPS OF JOISTS WIRE LATH ONE LAYER F F REQUIRED BEHIND O ELT ARE RE U R H D STUCCO. FBC R703.2 Q UNDER DECKING :.-:::;;;::z;:;';is?:;;'`':�:3:::tr;°'';>'.;:. SUBFLOOR :.....,• .:.... SEE DETAIL W P07 .:....':.:,' .: .,,.. '•�:a:_•'•a s;:..- ::z:;a;::;::. • ... R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED RIM JOIST Detail Instructions MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION V Refer to the number marked as in each detail that corresponds to PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT 1 , the numbered items in the lis of instructions below: EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN 2 O 1. Install self -adhered flashing in order as shown by numbers EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE 2. Install flashing and weather resistive barrier to form water shedding laps INSTALLED AT THE FOLLOWING LOCATIONS: SELF -ADHERED FLASHING WP02 SELF -ADHERED FLASHING WP03 3. Self -adhered flashing can be substituted for building paper • 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR THE EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 4. Split the release paper using the ripcord (Split release on P p p 9 p ( p WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. AI demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR FOLD UP WEATHER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RESISTIVE BARRIER & EXTERIOR SHEATHING RUBBERIZED NEEDED IN CORNERS ADHESIVE 5. Remove all release paper per standard installation instructions MORE OF THE FOLLOWING: TEMPORARILY SECURE 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL FLASHING JAMB &HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE and adhere to substrate using a square piece of material 9 q P 9 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR WEATHER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING - (6" X 6" Minimum) FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S RESISITIVE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED wlNDow INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. BARRIER OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 6. Fold as shown by arrows WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE TAPE EXTERIOR SCORED 7. Angle of corner may vary, adjust folding of the flashing INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL SHEATHING RELEASE PAPER accordingly to fit tight to corner BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE _ (BEFORE FOLDING, SCORE 8. Mechanicallyfasten as necessary EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT <gssemeLeo wnNoow) SELF -ADHERED FLASHING EXTEND A MINIMUM 6" RELEASE PAPER SE DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR VERTICALLY FROM ADHESIVE AS SHOWN) SHOWN) PROTECTION AT THE HEAD AND SIDES. WEATHER R BOTTOM OF THRESHOLD THRES O 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN S G OR METHOD F O A REGISTERED DESIGN RESISITIVE 0 PROFESSIONAL. - BARRIER SECTION -A (SEE DETAIL WP02) .31NA ACCORDANCE WITH CCO R 1O APPROVED METHODS. = = 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 SELF -ADHERED FLASHING O OR FMA/AAMANVDMA400. 2 2. AT THE INTERSECTION OF CHIMNEYS S OR OTHER MASONRY CONSTRUCTION WITH FRAME OR HEAD FLASHING TIE-IN INSTRUXTIONS: -_ -_- STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 1. Cut, fold up &temporarily secure weather resistive _ SELF -ADHERED FLASHING 5 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. barrier above header to allow for flashing installation 4 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 SEAL TOPS OF JOISTS 6 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 3. Fold weather resistive barrier back over head 2 UNDER DECKING (SEE DETAIL WP07) 2 7 6. AT WALL AND ROOF INTERSECTIONS. flashing and seal with tape 7. AT BUILT-IN GUTTERS. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM � SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING WP06 EXTERIOR DOOR WITH DECK INSIDE CORNER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING �Ground� SHEATHING 7/8" Cement Plaster 7/8" Cement Plaster REFER TO TECHNICAL 1 in accordance with in accordance with LETTER ON CHEMICAL �I�%<'#:`��,•;;;;�:��>i:;:;::.. Water Resistant Barrier ASTMC926 ASTMC926 COMPATIBILITY :::::.: 's::::::::::........ SELF -ADHERED FLASHING Lath Felt backed metal Felt k bac ed metal -ADHEREDFLA RING 5 S Sheathing lathe in accordance lathe in accordance PATCH with ASTMC1063 with ASTMC1063 Stucco - a •- ' • A Building Paper r BuildingPaper . " 7/16n O.S.B. ° .. .. d a sheathing sheathing ° ::•::.:: SELF -ADHERED FLASHING A. ..-::tt:.-::. ................................... SELF -ADHERED FLASHING Foundation WaII • .. ' ., Metal '•2•.'•:::. NAILING FLANGE SELF -ADHERED FLASHIN G / 2 ... • a d .. '. • • ; : ° &" . • .• �e �Flashing Weep Screed • 1 3" MIN ° Installed As Per Stampede or similar 2 4 Manufact. Specs. & DO NOT FLASH OVER FRC R703.7.2.1 bottomcauk BOTTOM NAILING 8 5 joint on FLANGE Maintain Bottom of Weep Screed SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING WP08 FOUNDATION WEEP SCREED WP09 Weep Screed 2" Above Roof As Per aped . Ma Installed Specs. & HALF ROUND WINDOW OUTSIDE CORNER FRC R703.7.2.1 Sheathing 1/2" Cementitious Decorative Finish ,o•. •o• All inside and .,'• •. outside corner will ' ••°••., need to be miter '•• cut and caulked all Cement Plaster •• • butt joints need to in accordance .o• .o•�•� With ASTMC ' .• • •. • becaulked using over wood 2nd Stampede or sim. floor caulk for all DOUBLE = JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 Cement SELF -ADHERED FLASHING /� /P07 DECK JOIST V V Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE .;C :lu��•Zi'a�oi<'s£1£`�S;Y '.�.ak"�E��i: �SjE'Oq DAN SC 0 ENGINEERING, LLC P.O. BOX 3400 Apollo Beach Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com CA 25948 o 0 N z� 0= � � n CD o Z��M^O _ Q J 111 U) la-ya-ar� U Q o zc~nl- W zC> O O O 'd- U X '' ^^ LLJ LU v I LU I- _ LU LU`� V� I O � V J Q 1 m V) LU Q O m Q � m Z LULI U U Z F- Z 00 �O (y) IL V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATER IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02019 LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION, 2019 -THESE DRAWINGS AND DESIGNS ARETH © E JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION NQ,.,1,03 / 02.11.19 r,g c= LU O m Z O Lu Q W = U z W 0 QN =N nv W w(y) _'a }00 W =)* r* W* Q ,Z Ld = Ld cl�" W V to L H- Q- O_ CL W ❑ ❑ SHEET TITLE: WATERPROOFING DETAILS SHEET INFORMATION: JOB NO.: 390445 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH W P \ T D 1 V 1 V 0 March 20, 2018 Re: Wood Construction Connector Compliance for2015International Codes & 2017 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the I BC and FBC required testing to comply vvith ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connectors allowable load as the lowest of the following: 1. Lovvest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 118-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials; such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, \•M will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work veth product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6130/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.strongbe.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800-999-5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. /14� Keith Cullum, R E. LEER AP d�•dBDW Engineer, Southeast U.S. Branch Pago t of I _.,.. .,, ,,,....... ..................................... ................,,..,,.,,,,,,.,�,..� ................ c;r+>:;=r Sss;., 2221C-try Lane WKinney,TX75069 Ph-:972S42.N26 F-972.542A139 Hw�msVanpCe,com, c tfSP; stackQta- JSP GGrtirgCtrNS F 1tt1{da Statiridev Product #ppro ra 1 Na k iluat[ori tspmt peals {18) Siterpson Stoctc Me. Simpaon Canrteotors FkrTida 9tawtde t?taidcict Approver Evatution Report A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD215 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 120 HD216-3 FL17232.3 ESR-3445 1­11.1216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 H00410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL71470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT76 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HT722 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456,22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL1D456.24 ESR-2613 HTW30 FL17244.8 ESR-3456 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS2102 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 � FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10555.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3- FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL70852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ERA30 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2605 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MT812 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW1B FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.5&16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852A ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RT8A FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL1D456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL1D456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM25-2 FL11473.12 SIM200802 18 As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed Helow'dthey will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2pgg1.1 +67.0/-67.Opsf ThermaTru Firber-Classic end Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20g61,g +67.D/-67.0 psf ThertnaTru Firber-Classic and SmootlrSiar (NON -IMPACT) FL20481.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +87.0/-87.0 psf B. SLIDING MI Windows end Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.70 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0%32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (BX7) FL15279.f35 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15278.102 +37.0l-41.0 psf D. METAL LOUVERED DRS Curtiss Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see lost sM) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 165 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows end Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL131822 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1- FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16818.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile ��Y 900 FL7649.18 - FL7848.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032° Aluminum Gulft.ok 18° wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17868.1 N/A S. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1898.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL156.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 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 N N to -Cu N }, N O ca O O 0 O � O O LL O .N 'O O L .� VJ Q a z r� �I J OOL Q SHEET N0. PA 1.0 N '_'^ Florida Department of Business & Professional Regulation Florida Department of Business & Professional Regulation Florida Department of Business & Professional Regulationge Building Codes and Standards Pai Building Codes and Standards Pegs 1 Building Codes and Standards Page 1 Florida Department of Business & Professional Regulation Pap 1 z vJ V C0 ( 115wia Product Approval 115=18 1152018 Building Codes and Standards Iris Product Approval Application Detail Application Detail Product Approval Application Detail A� Q Product Approval Application Detail L 0-FL#20461R2 FL#20481R2 Fl.#2oa614t2 FL120MA2 2292 Better rr 120 20 Data Pending GJM �4 Entity or Rite 4!ffi Dab Pending 2ok TIUM Version Manufapiurer Contact Enpinsar&Lleame Validated By Validated Submitted FBC Approval bled S�tas Smdi Entry or Bent Q81! Dab.Pandlm 2kte Tma V� Manufacturer contact engineer &License Validated By YVWWtl Submdbd FBC Aocrovan A W Q CIO LL hm Venal- Meaufamue Englon B Lkans. teal be Scick FBC Aooroval BPpffiE$ Y./15=1 $.�fe ro � Revision 2017 7herme-7ru Corporation Wri F Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. Ryan 07112=17 70/152017 07/7212077 10/182017 12/122017 Approved Revision 2017 Therms -Ton Corporation Rick Wright Lyndon Schmidt, P.E. J. King, P.E. 10/152017 07/122077 10I782017 12/122017 Approved Revision 2017 Corporation Rick Lyndon Schmidt P.E. Ryan J. King, P.E. 10I752017 07/122017 10/182017 7211212gi7 Approved � 11YE YM31ffi E� d EreMNw a License Validated Br 20 Ilk ! 20 S }s W Category: Doors (419) 298-7740 PE�3008 (813) 787$555 Category: Exterior Doors (Ryan813) 9 (419) 296-1740 PE43408 (813) 767-0555 l.atepory: Exterior Doors Category: 29&1 (419) 298-1740 PE�3r08 {813) 767-6555 9 y etas Tilt W ry: Swinging Exterior Door Assembles Subcategory: rickw,Mnvbldgconaukarnb. Subcategory: Swinging Exterior Door ddew�nwbiogconslxbMs. ShbQabgory: Swinging Exterior Door ttlLwwhgnWd9cormullanb. R.Vblorl 2017 Thertna-Ton Corporation Category: Exterior Ocom Rick Wright Lyndon F. Sehntldt P.E Ryan J. sling, P.E.10'152077 (419) 29&1740 PE-43409 787-0.555 07/7211017 101182017 12/72/2017 Approved � Co Meth Method,- Campllansa Mdhod: Evaluation Report from a cam Compliance Method: Evaluation Report from a Florida Registered Archkad or a Licensed Florida coon Compliance MatlrO: Evaluation Report fiom a Florida Registered Archiled or a Licensed Florida cord Subc*hi Swinging Exterior DomAeeembass (813) tldex�rwbldpoorsuames ' ; CU � -0 v! Florida Registered Archaect or a Licensed Florida Professional Engineer Professional Engineer Compliance Method: Evaluation Report from a com V Professional Engineer Florida Registered Architect or a Licensed Florida O O • FL#20461-M Product FLiy20461-a2 Produces Professlonal Enlglirw L L FLa20461-R2 Product O lisps P odu�t Matl.l. Number or Nor re Quality Aswrsnga Cg tragt Expiralbn Dab Approved for Use Approval forties, -It gr1D¢li Owbe HVHz BaeI9LW 9_a_l18D Pmeprs # $�= Product Model, Number or Name Quality Assurance Product Dasuictien Contract Expiration Dab Aooroved for the Approved for Liao IM, I. HVHZ Outside XVNZ Resister, P Doalg a Product Model. Number or Name Duality Assurance Product DaecrWw Cgnba1 "]ration Dab Angroved for We Aearovedfarlhe in HVHZ Outside HVHZ 10969t Design F R8204S9R2 Produces Q =. _O 1 , O_ 1. 1 a. Therms Tru Fiber -Chaste and Smooth -Star Nominal 8 &quotNO Opaque 12J311= No Yes No NIA a f. Ttrortre-Tru Fiber-Claeatc and SmoofhStar 8qud;NoMmpadBquot Opaque 12/312020 Nominal8 Edge Composite Edge Fbeglssa Slegh Door No Yee No N/A 9 1. Thermo -Ton FlberLlaeNc and SmoollfSWr quoit Gazed 12f312020 83M39;8 &quotas Fiberglass No Yes No WA $gas ProductAIOGI. NuhnhororName QuaMv Assume- A-ed for their �� IBA tf1Yy3 � Per! f�+9a to Edge Composite Edge Fg»r91eu Single Door Single Door (Inswing/Outs ving; X configuration) Cornallominal Composite Edge Single Door Ingle D on -I ngrOulswlg; X comguraron) 14 n. Them s-Ton FDer-Cpseb and Srtroda-Star Nomeu186i3" 8quottbMmpadSquok Glazed 12r312020 No Yea No WA \ V O Qnswing(Oufawing; X configuration) Composite Edge Fiberglass Sig* Door `^ `y O U) > Orawkwoubwkv, X configuration) F1f201614t3 FLs20 i4U FLi20461R3 O Cods ERtty or DPW Dab pats Pendina Date 2M Manufacturer Endly a C"ta Engineer a License Validated By 1kM 21k Data P Wlnp 2 0 Validated Submitted FBC Ayoroval Aap�ced Status Se4Y9 TAN Version Manufacturer Entity CoC Endneer a License Validated By Do Q.ite Dole Cmd- 120 Ff.12041l CD � � Cl) O }a /O LL Mme version laealdaculie[ SrP➢Mc! Engineer & License Validated By ICapdated $LGmmed FBC Approval TY92 version ribs! Submitted FSC Aooro sil V� � vat, Pendarno ({'[ �_ � Revision 2017 Themna-Ton Coevision Corporation Rld, WrightWrght Lyndon F. Schmidt, P.E. Ryan J. K rig, P.E.P 12/132017 12/132017 12212017 Pending FBC Approve 2017 Therms-Tru Corporation category: Extafor Doom Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. (419) 298-1740 PEA340D (813) 767-6555 12/132017 12/132017 12212017 Pending FBC Approval Revision 2017 Thenna Tm Corpomboo Category: Exterior Doors Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. (419) 298-1740 PE-43409 (813) 787.8555 12/132017 12113/2017 12212017 Pending FBC Approval no � Enalnwr i License Yalidstetl gv Approval �g `v /1 r A U) /CU �S Category: Exterior Doors (419) 298.1740 PE43409 (613) 7875555 Revision 2017 Therms Corporation - iL v, SubCategory: Swinging Exterior Door Assemblies WovQrwbldgconprtiards. Subcategory: Slinging Exterior Door Assemblies dtlrwQrwbldgwmutants. Subcategory: Swinging Exterior Door AssemNies dd.Q.1olditconsuaaMs. -Ton Rick Wright Lyndon F. Schmid, P.E. Ryan J. King, P.E. 121 WA17 12/132017 12212017 dig FBC Appn Compliance Method: Evaluation Report from a com CornplWe:o Mell Evaluation Report from a coon Compliance Method: Evaluation Report from a com Category: Exterior Doom (419) 298-1740 PE43409 (813) 7675555 Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Subcategory: Swinging Exterior Door Assembles fdmOrerbMgWnwkents. Pmfeasbnel Engineer Professional Engineer Pr fiesslonal Engineer vakuattllona Re com CoComMWme oaeA FloLicrida FLi2018140 Produces FL#20461R3 Products F1.62046140 Products Professional Engine Inn Product Modal. Numberor Norma Quality Assurance ComrsctEmlratl-Dab Approved for Use Awrovod for Use In HVHZ Outside HVHZ Fare gj F-u, a"$I Product Model. Number or Name Qualty Assurance Product Desolation Contract Expiration Data Approved for Use Approved for Use impact In HV"Z Outside HVFIZ Rnsbtant Pressure Design Sw6 Product Model. Number or Name Quality Assurance Product Dnmlotion Contract Expiration Deb AgnrovM for Use Aonroyad for Use in HVF¢ ouylds HVHZ Iossect leaps as } 1 F1.111"1R3 Product 1 a. Therms -Ton Fiber -Classic and Smooth -Star Nominal 6&039;8 & uotNoMm ct& uok Opaque q Ple q 12/312021 No Yes No N/A 6 f. Therma-Ton Fiber-Claeak and Smooth -Star Nominal 8&Mg;g &qud;NoMmpad&quot, Opaque 12/312021 No Yes No NIA 9 i. Thermo -Ton Fiber -Classic and Smoo"tar Nominal B&639;8 &quol;Non-Inpad&quot; Glazed 12r312021 No Yes No WA Sep! Product Model. Number or Norma QI W Ammer a Fit Approved for Use mad for We Imoset � oubiwe HVHZ ggJgg Pressure Composite Edge Fiberglass Single Door Composite Edge Fiberglass Single Door 9 Composite Ed Edge Fiberglass Single Door -Dam (InswingfOutewing; X configuration) (Inawing/Oubwing; X configuration) (Irewbg/Oueswing; X configuration) 11 n. Therms-Tru FlbenChsslc and SmoomSesr Nominal B8ae39;0 8quotNon-Impad&quok Glazed 12I312021 No Yea No NIA Cornppsib Edge Fiberglass Singh Door 11111111111.01d, Search Criteria Search Criteria (InswhglOuiswing; X cormpuratlon) Florida Department of Business & Professional Regulation Pegs I of i Florida Department of Business & Professional Regulation Page I oil Building Codes and Standards 115=16 Building Codes and Standards 115=18 Product Approval Application Detail Product Approval Application Detail Florida Department of Business & Professional Regulation Page I Of 1 Florida Department of Business & Professional Regulation Page 1.11 Building Codes and Standards +/512018 Building Codes and Standards 115=8 Ft 44 m1145225.1114 Product Approval Application Detail Product Approval Application Detail Code Entity or 2 & Date Mid Peeing DQM Code Entity or 4478 Dow Data PeN9ng 21111 My" Vandw ManufaeNror Contact Enabee&Lbemseyalwatedev Validated ShbmMhd FBC Approval Approved slatum jypp Vamlw lWWactu Canted Enainear& License Validated By Validated Sub mNOW FBQ Approvall A-imil stafw Revision 2017 Therms-Tru Corporation Ride Wright National AeaKi edration & Ryan J. King, P.E. 1220/2017 0921212 017 222017 Approved Revision 2017 Therms-Tm Corporation Rick WrightNational Accreditation & Ryan J. King, P.E. 122n2017 03212017 1222/2017 Approved - ~�R, Category: Exterior Doom (419) 298-1740 Management bstiub (813) 767-M5 Category: Exterior Doom (419) 298-1740 Management Institute (813) 767-6555 Coda ED!ffiL4r Data Dace oats P.ndina !kit 24Ae Janlav w 20 !k$ lktePsndkel tkM Subcategory: Swinging Exterior DoorAseemblies rk1whilinvblditconsulbnts. Subcategory: Swinging Exterior Door Assemblies rid w,Cnvbidgco tunits. Myra Version Manufacturer contact Egger Valldebd By Y91idatsd Submitted FBQAoptmml ApNoved AMR LM Maw- Manul clursr corded E,,b-4.LI- VatMaesd By validated trlmmod FBQ Anteroval Apt AMIMK Compliance Method: Certification Mark or Listing can Compliance Method: Ceffm ion Mark or Listing can Revision 2017 MI Windows and Doom Brent Stringer Luis Roberto Lomas Steven M. Udch, PE 08/132D17 08/112017 OB/152017 10/102017 Approved Review 2017 MI Windrow and Doors &ant Swings, tub Roberto Lomas Steven M. Urlch, PE 08/132D17 08I11/2017 08n62017 1011012017 Approved FIA522M Products PLA15225R4 Products Category: Exterior Doom (717) 36533DO PE-62514 (717) 317-8454 Category: Exterior Doom (717) 36&330D PE-62514 (717) 317-8454 Subcategory: Sliding Exterior Door Assemblies bslMngeamiwd.com Subcategory: Sliding Exterior Door Assemblies beltingerQmdwd own Quality Assurance Approved for beg Approved for Use Ion t D.Im Quality Assurance Approved for Urea Approved for Uw I.. t Deal Compliance Maprodi Evaluation Report from a Complbwa MoModi Ewbe6on Report from a sag # Product Model. Number or Name pygdiertDoscrpygn Contract Expiration Data ID1llQS Outside HVHZ BeeliMm Pressers Sao a Product Model. Number or Nam ProductQssgrpgQQ Contract Expiration Date In HVHZ Outside HVHZ rbaselant Pure Florida Registered Architect or a Licensed Florida Florida Regbleed Architect or a Licensed Florida 1 a. &quotClssslo-CmfAquok and &quotSenchmars by 0/8 and SID Opaque and Glazed Fibaghss Door with 12/312021 No Yes No NIA 5 e. &quotSmoothStsrliquot and &qua;Bmchmark by SM and 810 Opaque and Glazed Fiberglass Door with 12131=1 No Yes No WA Professional Engineer PMessional Engineer Therms-Tru&quot and without S'xb8tes. Inswfrg and Oulawing Therms-Tm&qud; and without siieikes. Inswing and ouisviug FLJ16352Rs Pmduees F111630244 Product, 1120 Product Model, Number or Rome Quarry Assurance, .. Contact E App In HVHZ urea In HVHZ Outside HVHZ ise 1kM� 13gPF>aggR 220 Product Model, Number or Names QBft A- Pt9ddM. Approved facUse Approved for Use 1� in HVHZ OutsidekII/.tli !k )� Pftesum Search Criteria Search cdtarla 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 121312018 No Yes No WA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12131MOIS No Yes No WA 145.314&quotx96&quot XO, XX 988quokxg8&quok Florida Department of Business & Professional Regulation Page 1 Of i Florida Department of Business & Professional Regulation Page i of I Florida Department of Business & Professional Regulation Pegs i or Florida Department of Business & Professional Regulation Page 1 d, Building Codes and Standards +/s/2ma Building Codes and Standards 1520ia Building Codes and Standards +/5120+8 Building Codes and Standards +/Sm+s Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail F10015279RS "112111 FL#15332-R4 FL#u332-R4 codo Entries or Rdt Dab Date Pending Ded. Cog EMIN, or 20 gent Wes Pe"M Data cow Enft or Data Data Poo penclno Data 9-90- Entlh or Palm Be% Dab Pending DDOg TYYa version Manufactu Contact Enabear&Lksnss VelldMW By Validated Submitted FBC Aaorovat Appr4ved stagM ;lY➢11 V,,I- Manufacturer contact Begins&Lboma Validated By vflllabod Submits FBC Anproval Approved AMR mm Version 1MpYMfbl[4r contact Enalnoer&Llcns Validated By Validated Submbtffi FBC Aporoval ApriltY>id SMb. Syg Version Manufacturer contact Enginsar&License Validated By Validated Submitted FOC A,-1 A,D-,d At" Revision 2017 Clopsy Building Products Company Mark Westerfield Inortek Testing Services NA, Gary Pfuahbr, II2WM17 011102017 12W2D17 Approved Revision 2017 Clopay Building Products Company Mark Westerfield IntertNc Testing Services NA, Gary Pfwheir II292017 0111102017 121WM17 Approved Revbbn 2017 MI Windows and Doom Brant Shinier Luis Roberto Lomas Steven M. Urich, PE 08/131P017 08/1 u2017 08/162017 10/102017 Approved Revision 2017 MI Windows and Doom Brant Wringer Luis Roberto Lomas Steven M. Urich, PE 0&I32017 08/112017 OBIIWD17 10110=17 Approved Category: Exterior Doom (513) 7705062 Inc. (513) 5195506 Category: Exterior Down (513) 7704M Ise. (513) 519-MM all Category- Exterior Doom (717) 36533M PE-62514 (7M 31741454 Category: Exterior Doom 917) 3653300 PE-62514 Q17) 317-8454 Subcategory: Exterior Door Asaembag mweate dopaY•com SubCalegwy: Sect onsil ExtetwDwrAssemblies pay 6pid0dDDaY•com Subcategory: Sliding Exterior Door Assemblies beMn"misd.can 8ubCatepory: Sliding Exterior Door Assemblies bstim9arhl$miwd.som ed :O Complisngo Mehod: Certificetion Mark or Listieg CompllMhea Method: Certification hark w Listing Complace, Method: Evaluation Report from a Compdance Method: Evaluation Report from a FLf15279R6 Prgdude FL371127945 Products Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida CIO Professional Enalneer Professional Engineer Quarter Assurang. Awroved for lid Approved for We Impi44 offlm QhWb Assunnge Ap ed forks Approved for that Impffi DIOM FLa15352-N4 Produces FL615352R4 Produpb 1ilplt Product Matlal.Nunber a Name Co 1, HVHZ Outside HVHZ ! Pressers AKA 1, HVIS 4nMMe.NYHZ P-, 37 037 W5-09 PAN-2F151l 84A, 94, 73. 75,1500,190, 76, Steel Pan (min. 25 ga.) Singh -Car (up to Iff wile) 05I212028 No Yes No +30 PSF/32 63 053 WS-16 PAN-2F183: 8-4A 94, 73, 75,1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (9T to 167 0521=8 No Yea No +30 PSFI.30 RII6 Product Model. Number or Name Quality Assurance Product DescAution Contract Exaltation Dab Aoonwat for Use Aporovad for Use Impact IQmQ1j Outside HVH2 $ {p 1'�MD Pressure gal Product Model. Number or Naar Dimity Assurance Product Descriotlori contract Expiration Dab Approved for Use Approved for ties IMEW In "V 7, Outside HVHZ ,Rift 76V, 4RST, 4RSF, BRST, BRSF, 2RST, 48, 42, 55, 48B, 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR6S, AR6SV, WINDCODE&11174; W5 Garage Door PSF 4RSF, BRST, BRSF, 48, 42. 55, 48B, 42e, 56S, GDBS, GD5SV, GR5S, GR53V, AR5S, AR5SV, EDSS, ED5SV wide) WINDCODE8#174; W6 Garage Dow PSF 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12/312018 No Yes No NIA 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 12/312018 No Yee No NIA ED5S, EDSSV 145.3/411,quotx803quok NOWREINFORCED 96&quutpn80&quot NON -REINFORCED Betroth criteria C Florida Department of Business &Professional Regulation Page 1 or, Florida Department of Business &Professional Regulation Pape 1 a, Florida Department of Business & Professional Regulation pap oil Florida Department of Business & Professional Regulation e9 pros+ d+ Building Codes and Standards 115=18 Building Codes and Standards 115=18 Building Codes and Standards 1FM18 Building Codes and Standards 1I5=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail F1115332R4 FLa251R2g F1311e37R7 FL.e174sgR2 rimliDf�.s[ Gibe 12aM IkMPoadlDg S?!� Srstle l:ntier or1kM IkM 1kMPamBm i2aM Coda Entry or � Date orb Pendng {k$ code Enft or Dift Dab Pale wrtdirn 2111, 11M version Mamulachmar Ss»9t Engbhser&Lkanss VelkkWBy validated SubmFBCAoeoval A,,,,v d SMp@ Trg verslpn Me¢uf,,w Contact Enalnsar&Lkensa ValidatedBv valued SubmIl FBCAOpffi71 A,,,,v d $Mgrs Mark Version Maimilmolu L Cortland Enakrar&Lkensa validated By Validated $lmIDlGad FBQA-lowill Apprrl5ed SMba mm version MaOuftcb![4L contact Eirmi-Illieensn V rhd d0, validated Submitted FBC A-yall Ap1imiMd atMite Review 2017 MI Windows and Doors Brant Stranger Luis Roberto Lomas Steven M. 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Exterior Doom (717) 3653300 PE-82514 Q17) 317-8454 Category: Exterior Doom (941) 486-0100 (786) 315-2590 Category: Exterior Doom (641) 494-2844 (W5) 8684707 category: Windows (717) 385-3300 Menuhcurem Association (717) $17-6454 - SubCategory: Sliding Exterior Door Assemblies bekinger®miwd.com Subcategory: Sliding Exterior Door Assemblies dmarkQpgtindustries.mm Subcategory: Exterior Door Components dave.dedicillIsseaabby.co $WC4%": Singh Hung beXBhpet®n6wd-won compliance Msbod: Evaluation Report from a Compliance Method; Certification Mark or Listing Compliance Melhod: Certhfieadim Mark or Listing m Compliance Method: Cafifkedw Mork or Listing Florida Registered Archiloct or a Licensed Florida FLe11537R7 Products FI11749gR2 Products Professional Engineer FL#2514t2g Produela FlaN5312R4 Qualib Assurance Approved for I/so Approved far Use 1. peslm Osslty Assummr Approved for Use Approved for Urea ImpA4t Design Qwier Assurance Aperovad far lee Approved for Use Ims P Product 9e9a Product Modal. Number or Norms Product Description Contract Expiration Dag In1,4(l$ Oubkls HVHZ Resistant Pressure $9gi Product Model. Number or Norma Product Description Jpped„ta& Ind Ousib X1MZ $ga19MOt F1/litpm $@p,r: Product Modal. Number or rbms Fes,Destakillion Contract Explaidon Deft 19.1117P. SZldelde.FLVHZ R,,Isbt PrsiMlm QuaNer Assurance Aoorevrid or Use Approved for Use 1,P991 D W- 10 SGD-5570 (Cage Mlacib knead) Vinyl Sliding Glass Doer 04/14f1021 Yes Yea Yea WA 1 607, 707, 727, 747, and B47 Singh and Palm of Dower Flush, Glazed, and Lowered single and pairs of 12/31=5 Yes Yea Yes WA 2 185 SH 62x84 FIUFWge Frame IGISC Single Hug 10109=18 No Yes No +80/50 $!p.# 5 Produd11eda1.NUMeorNam.Product SERIES 420 ALUMINUM SGO REINFORCED Description Contract Expiration Dab SERIES 420ALUMINUM SGD REINFORCED XXX 121312018 11111111,1Z J No Yea No F@Ng[e WA I,OIbw, rMtal doom. 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(513) 51"5w subcategory: Sectional Exterior Door Assemblies Compliance Mail Certification Mark or Listing mwesterfieidCclopsy.com Subcategory: Sectional Exterior DoorAssemblles CcmplWrce Method: Codification Mark or Listing mwesbrfield@clopsy.com Fl116349R9 Products FL22434t2g Products (AL) Quitter Armurance Approved for Use Approved for Use IJ9pas1 Deal Use Apwoyad for Lisa kawd lkaliall mee� FIf152794t5 Produces Ft#5279416 Products lga Product lbdpi. NrsMaror NormsProduct Deacdollon Cobsurit Exrolmll Do, 1, HVHZ crutelder HVHZ IteFaMld Ptmun affif in HVHZ Outside HVHZ Realsibeet P1aan5a ^ Quality Assurarwa Approved for Use Approved for Lies 1. Div Icon Quality Ass r Approved for Use Aaroved for Its. 1 Design1 185 PW 73 x 72Insulated Glass 04A32018 No Yes No -w-Go 9 PW5520 (Large Mistake Impact) Vinyl Flied Window 04/30rAM Yea Yea Yes WA � 229.E Produce wma Model. 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GDSS, GR5S, ARSS, EDSS W NDCODE8.#174; WB Garage Door PSF 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WINDCODE&#174; W6 Garage Door PSF } J C U "O O Florida Department of Business & Professional Regulation Pegs 1 of I Building Codes and Standards 1/52018 Product Approval Application Detail �A/1 Florida Department of Business & Professional Regulation Papa 1 or i Florida Department of Business & Professional Regulation Pape I a 1 CIO Building Codes and Standards vsrzD,a Building Codes and Standards 1=18 m= ;m= M Code Er1tih or � Do" Dab Pending _Dag Product Approval Application Detail Product Approval Application Detail Type Version Manufacturer cooled Enamors License Validated By Validated submitted FBC Approval Awrovild seem Revhbn 2017 Theme -Ton Corporation Rick Wright Lyndon F. Schmlot P.E. Ryan J. King, P.E. 10/1/12017 10fJ8 017 10222017 12/1212017 Approved Cebgey: Exterior Doom (419)298-1740 PE-43409 (813)767-M5 lU FLA39,R25 FLJ15351R5 Subcategory: Swinging Exterior Door Aseambliss rldcwQmbldgwnsuMantL C G Cgpp Mxpa version MamdagMrsr En or contact Enghser & License Validated By Data Dale Dab Pending Deg Validated Subin d FSC Apmoval A,orgYed aMprs Coda Hype Version Manufacturer En r contact Enalnew & Lkorue Validated By Daft Dab Dab Pealing 11lM Validated Submitted FBQ Astworiml Aziproold AMR Compliance Method: Evaluation Report from a Florida Registered Amhred or a Licensed Florida com Q Revision 2017 PGT Industries Dean Ruark Miami -Dade B000-CER Miami-Dede BCCO-VAL 1221201 0/2017 12/0&2017 12257 Approved Review 2017 MI Windows and Doom Brent Silinger American Architectural Steven M. Urkh, PE 01/032018 01/0312018 Validated Professional Engineer Z Cabotl Windows (941) 486-0100 Q86) 315-2590 Category: Windows (717) 385-3300 Manufachi eon Assodatbn (777) 317-8454 F167640-RS Products SubCabegory: Single Hung Subcategory: Horizontal Sider bsitiingeriiimiM.com Method: Certification Mark or Listing Compliance Method: Certification Mark or Listing sea # Product Model. Number or Name QuaBb Asuuange Product Deasrintlon contract Emhatlw Dabs Apwored farUse Approved for Liao In HVHZ outside FIVF+Z Impact Dolan Resistant: Z FLa23MII Products FL#75351R6 Products 1 a. &quotFberCLmirAquot, &gwt5moo#iStar&quot, 6&#39;8 &quotlmpadSquok Glazed Fiberglass 12/312021 No Yes Yes NIA Q Quality Assurance Awroved for Use Approved for Use longed Qplan Quality Aluminum Approved for Use Approved for Use Imp I,Desi &quokClassiccrarWi of or &quotClmicCmk Single Door - (X) Inswing or Outswing Configuration J Sao• Product Model. Number or Name Product Descriullon Contract Expiration Data In HVHZ Outside HVHZ Reelsta01 Pressure 2221 Product Model. Number or Nacre Product Descirlistim Contract Expiration Data In.HVHZ Outside HVHz BealeMM Pile , Ruslc&quot a 7 SH5500 (Large Missile Impact) Vinyl Single Hung Window 071302020 Yes Yes Yea NIA 1 HS 188 Fin and Flange Frame 73x62 Insulated Glass 02/1S2019 No Yes No +65/55 SHEET NO. PA 1 1 1 ni15353R3 code im Version lltDlda^�Im[ Revision 2017 MI Windows and Doom Category: Windows SubCategorq: Mullin Compltsnce Method: Evaluation Report from a Florida Replelered Architect or a Licensed Florida Professional Engineer FLs16369R3 Products sea 999 Product Morel. Nunbar or Nam 2 5764 F1 X15 code MM V.alon Menufamurx Revsion 2017 MI Windows and Doors Category: Windows Subcategory: Mullions Compliance Method: Evaluation Report from a Florida Registered Amh1ted or a Licensed Florida Prof malonal Engineer FLs15353R3 Products Seal Product Model. Number or Rome 2 5764 FLE152724U code Isms Version Mumfectu Revsion 2017 Mid. Category: Panel Wells Subcategory: SO Ms Compliance Method: Evaluation Report from a Florida Registered AmhSed or a Licensed Florida Professional Engineer F1.01527242 Products §emit Product Morel. Number or Name 1 a. &quot;2f&quol; Soffit Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page 1 d 1 115=18 Endtr or Data Data Date Pond(na Data Errinsar & Lis— Valid.bd By Submitted FBC Appravai ApplgygQ AMR Brent SWInger Luis R Lomas, PE Steven M. Urich, PE 1023I2017 10/16/2017 10282017 121122017 Approved (717) 36543DO PE-62514 (717) 317A454 bai51nger®mlwd.com Quality Assurance Auoroved for Use Aporomd for Use Imwct Dealan Product DeserisUa7 Contssat Exptrallon Dab In HVHZ Outside HVHZ Resistant Pressuro VerOealAluminum Mullion 121312018 No Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape I d t 115=18 E.tiav or DOW Rnm Dab Pending am Camact Emin.ar & Lleoms Vatldstsd By Va d.W Submitted FSC Approval App)ovgd Status Brant Slinger Luis R Lomas, PE Steven M. Urich, PE 10232017 10/162017 10262017 12/122017 Approved (717) 36533M PE-62514 (717)317.8454 bsltingerillImhvd.00m Quellty Assummoe Approved for We Approved for Use Imcect 12esign Product Description Contrast Expiration Qela In HVHZ Outside HVHZ Resistant Premum VeftalAluminum Mullion 12/312018 No Yes Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of I VISMI8 Endly or Dow Dab Oat perMlrm Deb Enaluer&Lkamey.IkidW By vandm ( Submitted F&C Approve( Approved ama Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. long, P.E 10/042017 1 OM312017 10/112017 12/122017 Approved (330) 922-2389 PE43409 (813) 767-6555 nthompson@alsloe.00m Q®Ilty Assurance Aoorovad for Use Approved for Use )mpppl D�pp Product Desrlialan Contract Expiration Dew in HVHZ Outside HVHZ Fiesisto Pressure Vent or Solid Vinyl Soft 1213MO20 No Yes No NIA FIL MI-R11 code Im V.mlon Mmufaabror Revision 2017 PGT Industries Cebgory: Windows subcategory: Mullions Compliance Method: Certification Mark or Listing F1.0261R11 Products Sass Product Model. Number or Nana 1 Mullions for All Doors and Windows FLF281R11 code TV" Version Manufachirer Revision 2017 POT Industries Category: Windows SubCelegary: Mullions Compliance Method: Certification Mark or Listing FLt2g1R11 Products Seas Product Model. Number or Rama 1 Mullions for All Doom and Windows FLf152n42 Code type Version Mounds rer Revision 2017 Alaide Colo ory: Panel Walls Subcategory: Soffits Compitsnoe Mothod: Evaluation Report from a Florida Registered Arcbiwd or a Licensed Florida Professional Engineer FLa71527242 Products Seo a Product Model. Number orRamer 2 b. &quot Alliance T4&quota Soffit Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 115=18 Entity or Deb V-10 Deb Pending 2& SeD4rd Enpbrer&Lkeme ValWstedBy yaydaaQ submitted FBCAeeroval Approved Sort, Dean Ruark MlamfDadl. BCCO-CER Miami -Dade BCCO-VAL 12/052017 11/152017 IZVS 017 Approved (941) 4WO100 V86) 315-2590 dmarkOpIld.dustri-com Quality Assurance Apmroved for U. Approved for Use Im me1 Design Product Description contract Expiration Dap In outsick-t1Y}S Resistant Pressure Aluminum Mullions 0&282021 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pale I of 1 11 1152016 Emits p Dog Door Dab Pending Ddj C. Erick— & Llceme V.Iklabd By Validated Submitted F13C Approval Approved Shur Dean Ruark MLvni-Dade BCCO-CER MIM-Dade SCCO-VAL 12/0W017 11/15/2017 12/OB2017 Approved (041) 486-0100 (786) 315-2590 d—Intilpe6ndusbles.00m QuaMv Assumnce AoprovedforUse Approved for Uss Imuaot Deakin Product Description Contract Exalration Data ID..H outsideki)RS Bnletald Pressure Aluminum Mullions 05262021 Yea Yea Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 1 11 115=18 Entity,Qr Dole Mw Deb Parana Dab Errk—&License ValWaled By Wildarted Submitted PBC Aporcr1m( Apr—d 6111111111111 Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E 101MO17 1OM32017 101112017 12M22017 Approved (330) 922-2389 PE-43409 (813) 767E555 mhompsonilialslde.00m Quality Assurance AporovedfrrrUse AawvvW for Um Ipinyy Donlon Product DesertsBon Contract Expiration lob I. HN12 outside NVH2 Restate Pressure Vent or Solid Vinyl Soffit 12/312020 No Yes No NIA FLf13182-R6 code MUIR Version 189B1dighlMC Revision 2017 James Hardie Building Products, Inc. Category: Panel Walls Subcategory: Siding Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FUh131B2R6 Product Sea 9 Product Model. Number or N— I Cemplsnk Lap Siding Fna131v1 d code ims Version Manuheturor Revision 2017 James Hardie Building Products, loa cetagory: Panel Wale Subcategory: Siding Compliance Method: Evaluation Report from a Florida Regiebred Archiled or a Licensed FWrida Professional Engineer FLs11/92R6 Product Sao Product Model.Ntingww Rome 1 Cemplank lap Siding FLe101244R20 Cosa ivae Version Manufacturer Revision 2017 GAF Category: Roofing SubC.tagpy: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Archiled or a Licensed Florida Professional Engineer FLs10124 t20 Product 111111.1 Product Model, Number orHe 1 GAF Asphalt Roof Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 115=18 Entity or Dab Date Deb pending 20 t Enaihaar&LJeame velklabdBr yid Submitted L AppooM gIh. PingMeg Zhu Ronald 1. 0gawa, John Southard, P.E. GE 262017 081092017 08r=017 10/10/2017 Approved (909)349-2927 PE-24121 (352)367-2528 pingelrengshu®Iamashor dia.com Quaft Assurance APnrolred for lts. Aporwad for Use )tipped Do" Product Description Contract Expiration Date Ir)_mjQ Outside HVHZ ! prommoe fiber -cement lap aiding 12/312020 Yes Yes WA N/A Florida Department of Business & Professional Regulation Paget art Building Codes and Standards IFM18 Product Approval Application Detail F� or DOW Rik Dots Pencil" Doto Carried Engine a LI.— Validated By Uldolad Submitted F00 Approval Appr9yed, imm Pineahong Zhu Ronald I. Ogawa John Southard, P.E. 0a252017 08/092017 08282017 10110=17 Approved (909) 349.2927 PE-24121 (352) 367-2526 pingsbeng2hu@Iamashsr dle.mm QunW Assurance Approved for Um Approved for L49 lmpm Doom Product Dessrisllon Contract ExWralloo Deb In HVHZ Outside NVNZ R"It4iM Prom, fiber -cement lap siding 12/312020 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape I Of i 115mia Entityor P& Daft Data Pending 20 Suet Enctiger&Lkare V.Itdated By Validate Submitted FOG Approval AQIgmMd Status MWhael Stleh Robert Nieminan John W. Kne2evlch, PE 091272017 09202017 09282017 121122017 Approved (800) 7"11 PE39I66 (SM) 772-=4 mstlehagaLcom Aseura Agpovod for Use Acceaved for Um Ig(psg( Relm Product DescduUon Contract Ermirad" Oat in outside KvH Resistant Pressure Fiberglass reinforced 34ab, laminated, Stab and 101202018 No Yes WA WA hip/ridge asphalt shingles 19,0113119245 MUNI Version t19B1�IM[ Revision 2017 James Hardie Building Products, Inc. Category: Panel Wale SubCabOcry: Siding Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F41131B2R6 Preducb 12" Product Model. Numberor M.rtr 2 HardiePlank Lap Skiing FLIH3192416 Code 7ypp Version Menurxbmr Revision 2017 James Hardie Bulkling Products, Im Catsacry: Panel Waft SubC.bgi ry: Siding compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL113192 RS Products $eoi Product Model. Nuptrrorlleurr 2 HardiePank Lap Siding FLI1 1ms Version Idsnuh b- Revision 2017 TAMKO Building Pradurls, Ind. Calsaory: Roofing 8ubCabpory: Undaulaymenls Compliance MW d: Evaluation Report from e Florida Registered Architect or a Licensed F1orWe Professional Englneor FL912328R6 Products flesh: Product Model. Number" Nams B No. 15 UL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datall Pope 1.f i 1/52018 i;L1My or Doto Ia QGW Pending Dow 9sdut E v.le.t.d By Y91W Iced StlhmlilW LOC Alasmd A1101—cl . Psgsherg Zhu Ronald L Ogawa John Southard, P.E. 0825=17 OBr0812o17 0825IT017 1011102017 Approved (909) 349-2927 PE-24121 (352) 367-2526 pdngsbeng2hu®)anrshar die.com Qualiv Assuamrsoo Anprov.dfor If" A IllDM prim Product OnCrh+lim Contract EmbHlan Dab In Ind¢ Outside HVF1Z 1111116101and Pressure fiber -cement lap siding 121312020 Yea Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe 1 of I 1/52018 Entity or !Le io Dab Peurdbm no lldaineer& License Vauddw By validated Submitted FW Approve! Agars stwtn Pingsherg Zhu R—W I.Ogowa John Southard, P.E o8252017 OSM 2017 08282017 10/102017 Approved (NO)349.2927 PE-24121 (352)367-2526 pingduang2hu@lamesher We— Quaft Assumrro Approved for Approved for Use hoped Baden product Description Contract Expiratlo, Dab In HVHZ Outside HVKZ Rmlafant Pretense floor -cement lap siding 12I31r= Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pope 1 of 1 115=18 Enft or Dow o, Deft Pendbm I Contact Validated By Valhlslad Submitted FBQ Approvl AID Kent Eden Zadrry R Pied Locks Bowden 10/192017 1=52017 10202017 12112MO17 Approved (417) 624.66" PE-74021 (334) 300-18M la-Leden®tamko.cem Stuallitrdnamosa A Approvedlor thes IMRLt grim Product Description In HVHZ outside NVHZ B preswR Asphalt saturated organic fee 01/07/2019 Yes Yes WA WA Florida Department of Business & Professional Regulation Page i of t Building Codes and Standards 115MIa Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 stl 1/5/2018 Florida Department of Business & Professional Regulation page I or Building Codes and Standards 115=18 Product Approval Application Detail Florida DepaMterit of Business & Professional Regulation Pape 1 ofI Building Codes and Standards v52om Product Approval Application Detail "6918-R2 FLa1691642 FL11691642 F1f199,e40 cede EMib or Dab Data Data Pending gam Code Enw p Date Dab Dab Pending Ra Code ErMmr or Data Ddo Dew vermin" DW0 ,Code Erd& M vate Do Dew pop9rg Dew leers version t1aBaG Curer C..bt EnaloaeraLlama Validated By Validated SJlhmFBCA-1 Ao—M Status, i'ypg Version Minueawrar CoDid1M Ensdinver¢JLicense ValdetodBy Val Submitted FBQAgrl 1 Approyned imm M= V14O14D Mono ortu Contact EneYxar&License Validated By Va(khtAd S b,[Md ,FOC AporovA Approved HtahM 14211 Voalm WDulactumC rapt E00ksour&Lk— Validated By Validated submitted FOC A-r-al Approved main Revision 2017 LV. Thompson, Ind. dba Thompson Architectural Tony Christman Zachary R Priest Locke Bowden 10110=17 10/102017 10/172017 12/122017 Approved Revision 2017 LV. Thompson, Inc. dba Thompson Archiwctuml Tony Christman Zachary R. Priest Locke Bowden 10/102017 10/102017 10/172017 12/122017 Approved Revision 2017 L.V. Thompson, Im dba Thompson Architectural Tony Chrielnrn Zachary R. Poet Locke Bowden 101102017 10/102017 101172017 121122017 Approved Revision 2017 LV. Thompson, hm dba Thompson ArWwdural Tonyckms Zachary R. Priest Locke Bowden 1011IN21317 IO1102017 10/1712017 12/122017 Approved Mewls Company (TAMCO) (813) 2483456 PE-74021 (334) 300-1800 Metals Company (TAMCO) (813) 2483456 PE-74021 (334) 300-1800 Metals Company (TAMCO) (813) 24S3458 PE-74021 (334) 300-1800 Metals Company (TAMCO) (813) 24934W PE-74021 (334) 300.1800 Category: Roofing tonylBgonrblooMg.com Category: Roofing tonyCgometatoofing.cem Roofing tonyitligornstaircofing.com Calegarip R tgm/@gomewkooN".cerru SubCelepory: RoofingAccessories at an: an Subcategory: Roofing Accessories that are an SulhCabAccessoriespory: Roofing Accessories that ere an y: Roofing subcategory: oanp Accessories that are an Integral Part of the Roofing System Integral Part atthe Roofing System Integral Part of the Roofing System Integral Pad ofthe Roofs" System Compiler Metod: Evaluation Report from a Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Compiierncs Monad: Evaluation Report from a Florida Registered Amhfiad or a Licensed Florida Florida Registered Archtwdor a Licensed Florida _ Florida Registered Architect or a Licensed Florida Florida Registered Ardhiled or a Licensed Fiorito Professional Engineer FLSH691BR2 Products FLa19p1SR2 Products Professional Engineer Proteaslonal Engkror FLs19919R2 Products Professional Engineer FLIFIMS-M Products Sig-9 Product Model. Number or Norm Ouality Assurance Aborovb for Use Approved for Use IQIasL4 Boston Product Descried Cordrect E:olrefipn Qeb In MINZ Outside KVHZ R Pressure Sap a Product Modal. Number or Norm Quality Assurance Product Descripen Contrast Ewiradon Dab Ancroyed for Use, Approved for Use ImQIN Dookio in HVNZ 0r11,14de NVIQ gnisypl Pr— kg • Product Model. Number ce Nertr SiW1loLael Am— Approved for use AgnrovMforUm Impact Desk, )MDescription Contest Elmirallo t Mb in XVF¢ Outside NVFiZ $nlajayd pressure Alt Product Model. Number or Home Go,%Anllreves � Lee A,SQLIhes halard Balm PAC[, in g Pressure 1 TAMCO Flat Top tiff -Ridge Vent with Baffle for Tile 26 ga. static roof ventilator with bathe 09/MO26 Yes Yes WA N/A 2 TAMCO Gooseneck Vent 26 go. 0910m2026 No Yes WA-0162.5 3 TAMCO Off -Ridge Roof Vent with BaSb 26 ga. sWW rod ventilator with integrated baffle 09f092026 Yes Yes WA WA 4 TAMCO Round Top Off -Ridge Vent with Baffle for Tile M go. static roof wall with bathe 091=026 Yes Yes WA WA -l--a N CD cn Ca O (D }e L Q co N Ca O ICU cn O C O CX O W ICU O O M LL p CU > -0 cn E ^, W O y CU = — -/�� V/ E z z W J O U O CD O L- 0— .{aarJ O 2 VCL U) V03 m W Z Z Q J SHEET NO. PA 1.2. N N L Cn (D N p� o C CID -0 U - C (Q (� (� O 0 N O LL -`` Am" ICU O CU O / . - ��V� Q i � 0 -4-0 CL �.�._U) ■ t� O ■ t� ■ f• 0 O 0- a< U O L V Vi VM� W cal G Z Z Q J a SHEET NO. PA 1.3 Florida Department of Business &Professional Regulation Pape 1 d+ Florida Department of Business &Professional Regulation Page t art Florida Department of Business &Professional Regulation Peps 1 a t Florida Department Of Business &Professional Regulation Pelletal Search Crilorks, rSearch Crkkla Search Criteria ovide hurricane protection. Criteria Overall Criteria Florida Department of Business &Professional Regulation Page + d+ Florida Department of Business &Professional Regulation Pape + or+ Florida Department of Business & Professional Regulation Pegs i d t Florida Department Of Business 8 Professional Regulati 20 cSearch Criteria tor plat 01/Ot2023 Yes Yes WA WA t MWroliem LVL Laminated Veneer Lumber 03131/2019 No Ya WA WA 2 Poredem PSL Parallel SVentl Lumber 03/J712019 No Yes WA N/A 3 TlmberSMntl LSL Laminated rCase t U) ProducICU t Description Contrail Expiration Date in HVHZ Outside HVHZ Resistant 1- Subcategory: Engineered Lumber Robad.BakAvU,@weyedn Subcategory: Engineered Lumbar RobeR.Baklwln�vreyeMe SubCa[egpry: Metal Roofing info@ Pressure (,36q ,e� � � (Ls S%