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HomeMy WebLinkAbout6382 Cobble Bliss Stl�3 � 2 �eble 81,E sl ALL WORK S ALL COMPLY WITH PREVAILING CODES FLO.. 0A BUILDING CODE, NATIONAL fi AND THE C1 .ORDINANCE :7i-_,'1'YRHILLS 'SUN 9 Lm :;r J'-V' , I'-f 14' Y4 01 63 , ELEVATION -(-) Hn'R ELEVATION CAN BE NO MOIRE THAN I -In' BELOW TOP OF 5GIR556 DOOR THRESHOLD. FIELD VERIFY. ---------- Y-10' 131-41 301-0' 7 \ 53 I2'-0. TO CAR WALL 204' vLj EFI I Ln EA Ln 1z I I WE I ff! I .nll fi 4 41-41 5'-41 41-01 T-10' 31-81 31.0' 51-41 0 51-41 41-81 CONC. PAD ELEVATION rA H.B. AC PAD t 0 — r - — — — — — — — — — — — k1 — — — — -- — — — — — -------I-----------, AP I WxV AT SW 53 OL ELEVATION) IT 01-01 m 'f (A%M) 31/2'MIK (4'NOMNAL) CONC. S AB ON GRADE W1 6xb WL4 x WIA MES14 IN TOP r 1 V2' OF SLAB OR 4'FIBER ME W CONC. SLAB OVER POLY VAPOR BARRIER ON COMP AC ED AND TERMITE TREATED CRAWLAR FILL ■ 21. t CONTROL JOINT . ............. I'­D E E—P LIV LAV INS WEIRGROW TALL PVC FOR ELECTRICAL \J 22'-4- ELECTRICAL 11 1 34'64' A/C PAD LOCATION (MR VABOYE FINIS O GRADE) Ln I + CONTROL JOINT .. .................. ... ... . ........ ..... ... .... .................................... .......... s DEEP I ..... ....... . ... ........................ ... ......... .................. ... ................. .................... .................. .... ......... .... . ......... .... i........_..........._._........_......_............. .......... .... . ...... ...._.__..._.__..__.......I._............. .................. I I i ,_ I .............................I ......................... .................... . . .. 2Y? 2'-10- .......... D. W. I ....... .... - ------ 1 34.!*P W . ......... ................... ........................ . . . . . . . . . . . . . . . 71-7 Spm JOINT LAV �! ­�:.­ i : . PAN ELEVATION ELEVATION 7 F I, DEEP I "J 1@14. W .......... ............. ................. .. ........... 0 L J OFOOTING ONLY Wa TUB21-01 Wt OFT. GAS WK I 4 PIPE BOLLARD 151-10, 14'-8' 6-11 I51-11, V -------------- I' DEEP I 41-41 .......... CONTROL JOINT MUSS T ciifi_ _T % 31'41 31-11 131-41 t>i i ■ NOTE: F WADE 11/2' DEEP x 13' U, WIDE f ECESS, AND EXTEND 6' ELEVATION -)I W'R. BEYOND AT EA DO S9 ELEVATION CAN I E NO MORE LI t THAN I -In' BELOU TOP OF L M86 DOOR SIOLD. FIELD VERIFY. i ■ , L-- — — — — — — — — — — - J 53 63) r% L 63 r-8, �,_o 21-01 514 Y-10' 41-91 29'4' 1 11-41 13'-41 501-01 FOUNDATION PLAN SCALE- 1/4'c1'-O' INDICATES I - ri PERT. IREBAR IN MASONRY CELL FILLED SOLID W/ CONCRETE. VERT FEW SHALL BE 400QD INTO 5W ABOVE 4 FTC. BELOW PROVIDE 25'Mk LAP WHERE SPLICED 4 WIRE TOGFM SYMBOLS 5UILDIWs SECTION KEY (Section No. over Sheet No) INTERIOR ELEVATION KEY (Elev. No. over Sheet No) DETAIL KEY (Detail No. over &mwt No) 0 WIND01.111 SCHEDULE KEY (SEE WINDOW SCHEDULE SHT. 0— STRUCTURAL NOTE 0-+ HOSE 5155 FOUNDATION NOTES: I. SEE SWEET 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/OUNER SHALL VERIFY SOIL BEARING PRESSURE OF THE PROPOSED SITE. NOTE: 50RACARE TREATED LUMBER 15 AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING 16611MCE OF PLANS FROM THIS DESIGNERS OFFICE WU NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, PM61ON5, AND APFERENCE TO APPLICABLE BUILDNrs CODES PRIOR TO Cat'IENCEI'M OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, D111ENSIONS, OR ADW0110E TO APPLICABLE BUILDWs CODES SHALL BE BMW TO THE ATTENTION OF n DESIGNERS OFFICE FOR CORRECTION BMW catVICEW OF MY C06TRCIM ANY IREVISIONS, OR CHANGES, NOT RELATED TO n CORRECTION OF ERRORS THAT ARE MADE AFTER n FINAL PLANS HAVE BEEN COMPLETED WALL BE SUBJECT TO ADDITIONAL FEES IF MY MODIFICATIONS ARE MADE TO n6E PLANS BY ANY OTHER PARTY O"RIERIMM THE DESMIRS OFFICE, n DESIGNER WALL NOT BE HELD RESPONSIBLE. 0 FOOTING SCHEDULE W, a SIZE Rilwow--im. DEPTH m 12'-0'x2'-0' 1 (4)'3 EACH WAY 12, DEEP 1-2 I 2'-&'x 2'-b' 1 (4) 03 EACH WAY *v DEEP DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineefing.com CA 25948 CD Z Lu 0 17. In Z HaaM 00 W z Lu uj Lu uj 0 P= EL < C/) < C/) Lu uj Cm wo�p Lu -0� uj x uj _j Inn Z Ica 'NO 0 U0(D 0 04 N W U (y) m 1-0 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=IOBMPH), 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 UENNAR CORPORATION. 0 2019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE 15 PROHIBITED. REVISION: DATE DESCRIPTION 12,12,17 ED. r2U— 1 1UU 6THAT17)-FW ES 07.31.18 ELEV. A I RUSS LAYOUT 1.01 REVISED 01.25.19 1.02 BEARING WALL NOTE CLARIFICATION 02.07.19 11.03 USE SIMPSON H I OA ILO USP RT I 6A I — VERSION NO. 1.03 02.07.19 41 4 4" cV Lr) C= Irk: Qt* d uj le zco Lu 0 Lu Z V) .�'20 0C14 Lu du Lu *A *DO U, S uj uj w ,, "): x: . w . F- 0- 0- Q- z Lu El 1:1 SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 390441 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 1 ,15 1 N 00 LO r— 01 50'-0' 1'-0'�01 5'-4' F-4' 1'-4' e. 71, lo, (SPAN OVER +241/ -26.4 PSF I14Gh'IPN (SPAN OVER +241/ -2 .4 PSF 140" 26.1 / -78.4 PSF 145 1 MPN 2 OPENINGS) I © © 26J / -28.4 PSF 1145 MPH '�' Q +23.4 / -25.6 PSF W MPN +252 / -21B P.* 145 MPN 2 OPENINGS) ) WB S3 6 8 TEMP. SGD. WGMPI! / DIMENSION CONVENTION DAN SCO Elm *� p +241 / -26.4 PSF 140h1F�1� +141 / -16.4 PSF 53 26J / -28.4 PSF W5 MPH 26.1 / -284 PSF ' 5 MPN / / ENGINEERING, LLC ' 12'-0': / OVERALL &EXTERIOR OPENING DIMENSION P.O. BOX 3400 Apollo Beach, Florida M572 FROM OUTSIDE OF BLOCK p.813.645.0166 f. 813.645.9698 ' www.danscoengineedng.com CA 25948 MASTER SMITE 5 / ' '" FAMILY ROOM / OUTSIDE FACE OF 8" _ IS -0 x 14 -0 (SK WE NOTE h � u, / ; � -0 ,x' -4 18 -4 x 20 -1 NOMINAL BLOCK c S3 8-0 CLG FORMO� INFO) S3 Y.T ;; VAULT GLG / 4" FRAME WALL U.N.O. p CEILMG can 1. Z a ,' I FOUNDATION DIMENSION FROM OUTSIDE OF BLOCK a � � a'S' 6 DIA STD. STEEL PIPE FILLED SOLID lLV CONCRETE e I Z i- a M �¢ o I _M ' I `� {w F' EMBEDED PIPE PROTECTED W/ CATALYZED POLYlRETWE 2668 U t I SLOPE UP 2:12 N YY�J1 _ 51 COC - PLAN SIR I VERTICAL REINFORCMENT IN CPU SHEAR WALL W/ (I -NO.5 BAR IN LAY. LAv. ' `° _ _ - - I `* I I 34' HIGN IM 4' I GROUTED CELL TYPICAL UN,O.t NOOK INTO TIE BEAM At TOP t I 36'x22' ATTIC, I 1 BELOW I FOOTING: At BOTTOM) \� o I I FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) � :� -� =io' I - �`-2~ 8'-10, '-0' 2'-2. 4'-8' 4' 0' 10'-4' \�� \� ,? \\ I 1 CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT TO BE FILLED UNLESS SHOWN ON THE PLAN) _W u m W W Z Lu C MAC 2668 I ui.i•C. I I I 12 COUNTER O a I ' I �' EXTENSION CAJC. FOOTING, SEE PLAN 6 MIL VAPOR BARRIER 2 \� 8'-0' CLG ;x �' Fo7! toP MASONRY toCOMP. SOIL, SEE PLAN \ I I hey 8'-0' OF Q V) t� I I pt^� T lS t SIE . W/OUT IPILFT NOTE�// oil- I I I / Q J � I I G I.JOL.L I�l.� E: I FIFE MORE S3 �y I I I 6, // / 9'-4' TOP OF MASONRY _ � 0 !:E. v op SCALE: 1/2'=1'-0' '" I o I I I 0 "' ° J b T N FLEX z 2x • BEARD WALL STUDS16 OL.W/ 1/2 GYP. (UNA.ON PLAN)m r ' ?P.:,' %�'f PAN t SIR I �' 13'-4' x II'-0' 81-0T CLG. - B 2X STUD W/ 1/2' GYP. (UNA. ON PLAN) Z Q m .� �O � 0 r 9 :n U b'-0' 5'-0' 1'-2' 8 b 8 %' ,9`-6' 4'-01 14'-0' U_ rl= ER - - - - - - - - _ FLOOR PL�4N NOts: Q a D r' 9,1 '' CL'G: NG1. S3 i 3 `" / p Y r 8'-4' HEAD T. L SEE PRODUCT APPROVAL SHEETS FOR DOOR 40 WINDOW TABLES AND W U `0 � M - - - - - - - AV - INSTALLATION INFORMATION. Q A O.N.G. �' 2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, BEDROOM 4 INSPECTED, AND APPRMD BEFORE REa ESTNG THE FRAMING INSPECTION (PER e7C .9 �. i 12 -0 X -0 2668 6 ' e.�. FBC Ilnid'^3% h� 3• *-DWTES EGRESS WIIWoW OOWLEDGETHE BEST OF THE ENGINEER'S AND BELIEF, THE STRUCTURAL BEDROOM 3 8'-0' CLG HALLWAY $'_01 K, - I r 6, 10 4• GARAGE DOOR 54ALL BE LABELED MTN A PERMANENT LABEL PROVIDED BY HE PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR I 2 {�} 'La I I� I - MANIFACTIRER 140 MPH (Vasd=loBMPH), 3 SEC. GUST, ENCLOSED30.18) X I1'-�' I � /1� V µ lTg�-� * -' ......... > __ _. _ _. _ r � I 5. EXTERIOR WII�OUIi t DOORS SFIAd.I BE LABELED WITH A PERMANENT LABEL, PRESSSURE COEFFICIENT WIND LONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS THE DATE IT IS SIGNED NDSTRUCTURAL _ Wit e 8'-0' CL GL slit. B �p - ii�, MARKINGOR ETCHING PRovIDNG TRACEABILITY ro THE MANIFAGTURER AND !' 4'1 ' %.7�c,I /��AAI [Q% ' PROpIICT SIGNED AND SEALED FOR THEAFTER PORTION OF THIS DRAWING ONLYA 9'-4' b'-0' 4'-b' 5'- V' 1'" 11'-8' I I /y���p�cc�j� ` c�p� cIp� ALLOWABLE �!. LISTED WIND PRESMS AT EA�'�OPEENINGpA�IRE A WABLE STRE� DESIGN REPRODUCED PROD C THIS PLAN MAY NOT TEN HALLI BEDROOM 2 ,(�, A�I,t PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE I ANYIT COSENT ROM ENNAR CORPORATION. � Q QJ3 02019-THESEDRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION /J� gyp, +248 / -210 pPSF I'71VLI�IIpn Q �\ � I RY t T 9 4 CL I W-0, x 124, DIVIDED BY 0.6. I. OPENINGS BETWEEN WEEN THE GARAGE � RESID I a SHALL BE E01PPED W/ SOLID 1� J�,�� 34 ' 26.1 / -29w 1-� 1451 II N NTRY *EGRESS `� BATi� -F/ifrr I `" ,rm, D_ W 9 ' 1 8-� u.G WOOD DOOR) NOT LESS THAN 13/8 IN THICKNESS SOLID OR HONEYCOMB -CORE OR UNAUTHORIZED USE IS PROHIBITED. 8'- 0' CL G I I 121 a �' � t I � y` r STEEL DOORS NOT LESS THAN 13/8 THICK OR 20-MINUTE FIRE -RATED DOORS. REVISION: - _ - DATE DESCRIPTION i'u, I UJ.I.C. �; ® 8. DUCTS N THE GARAGE AND Duns PENETRATNG THE WALLS OR CEILINGS s ® s I 2' I '-0' 3'-4' -0' b' 8' b'-8' I _ _ 10 LAY. C O I LS 0 CLG B 54 SEPARATING TI$ DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN NO.26GA SHEET STEEL,1 MNMIM RIGID N�ON'ETALLIC CLASS 0 OR CLASS I DUCT i2.12.17 1.00 UPDATES 07.31.18 ELEY. A TRUSSLAY UT 1.01 REVISED r M K � EARIN WALL N E StR WA 53 `fl BOARD M A PROYED MATERIAL 40 SHALL NOT HAVE OPENNG6 INTO T 01.25.19 1.02 CLA IFIC N I 14' WIDE 8 I '� 9 10 g ,.,� PROVIC�E WEATI$R STRIPPING AROUND ,�__ r ApArt GARAGE 02.07.19 U E IMP N HIOA IL 1.03 � K stR�iCTUR�4L �Ot�S FLAT SOFFIT - _ _ - - - - 10 10 � )PIPE PERIhE1ER OF DOOR ; � ", . ;' (4)SH. � VERSION NO. 1.03 02.07.19 BOLLARD lW/ SEIOUIER/il� / ------------------- Ib'SQ% x 36'H CMU OPTION GAS W.N. ONLY) SEE DETAIL A/Y THRESHOLD ' COMBO U1 PROVIDE (1) # 5 CONT. N 8" PL. LINTEL ! (1) • 5 N 8' K,o. BLOCK ABOVE, I -4 I -4 5 -4 I -4 10 -8 I -4 COLUMN BASE 4' STEP FILLED SOLID WITH GROUT, %' 2, 30'-0' 20 0' PROVIDE 8' PC. LNTEL I (1) 5 N 8' K.O. BLOCK ABOVE, FILLED SOLID W/ TO GAR WALL `� GROUT 136'x21' ATTIC I NOTE: W.N. SHALL BE ELEVATED O / / I r I I V ACCE55 MIPL IB' ABOVE GARAGE FF. IU/ OPTION GAS WN. ONLY r I F 9 -4 - u' *- HUG. 3 PROVIDE (U 1115, CONT. N S" P.C. LINTEL W/ 2' RECESS t (1) 5 N 8" KA. BLOCK O (SIM, W/OUT UPLIFT r i ABOVE, FILLED SOLID WITH GROUT SCALE: 1/4 - I -0 t Be NOTE +i FOR MORE INFO) i ® PROVIDE (1) 5 N 8' P.C. LINTEL FILL SOLID W/ GROAT @ R5' �5 (3) 2x4 COLUMN W/ 4-8d TOENAILS TOP ! BOTTOM S3 64R lslru r N 3 CAR GARAGE D +2 3J /-13 B �" --- ° --- - Ob (2)1x8 SPR HEADER W/ BLOCKING. PROVIDE (1) 2xb JACK STUD • EA ts-a * * * * * SYMBOLS NOTE TO TRUSS COMPANY: * * * * * ALK,N TRUSSES t0 NOTE: A.N. STAND DIMENSIONS LINE OF GARAGE DOOR IN OPEN POSITION 30'-0' x 20'-0' 8'-0' CLG S3 LINE OF GARAGE DOOR IN OPEN POSITION -----� 5' END OF HEADER ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-8d TOENAILS TOP t BOTTOM (14 O . DR ALL INTERIOR ANGLE GAS =6'W.x36'W.xN'L ALLOW FOIR AA TO r--------------------7 r----- 3 --, O BUILDING SECTION KEY WALLS ARE AT 45 DEG. ELEC.: = 24' H, x 36' W, x 52' L I I I -6' -2' O (2) 2X8 SF1F'2 BEAM W/ LISP NTW10 • COLUMN t LISP TND28-2 MASONRY m J (Section No. over Sheet No.) B*ALKYD * * * * * * * * * * * * I I I I HANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE i w w I TIRIM = U W 0 } 3 INTERIOR ELEVATION KEY (Elev. No. &,eet No) AREA TA5ULATION ENTRY �9 l2) 2X8 SF'F'2 BEAM W/ LISP THD18-1 HANGER SIDE BEAM, ¢ N = N >-10 over I I I I BEDROOM 3 USING 6-160 t 6-10D NAILS, AND USP 14TW20' INTERIOR COLUMN uu w M = � oD W UJ MODEL 26m6 DEtAIL KEY I I K I I I K I I K I T1 0 x 114, ® 4X4 P7. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP PAU44 • W Z a o- _ "! o- z h ~ EL "L �- (Detail No. over Sheet No) LIVING AREA 2516 5F. I s4 I S4 /J{ 8'-0' CLG. BASE, PROVIDE MN. b' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIV. W GARAGE (074 5F. lb'-O' x 1'-O' O.N. GARAGE DR 8'-0' x 1'- ' O.N. GARAGE DR FOR ANCHOR Bolts NOTE: ❑ ❑ +214 / -238 PSF RO- (i 1 6 /� b SHEET TITLE: FLOOR PLAN WINDOW SCHEDULE KEY O (SEE WINDOW SCHEDULE SNt.) COVERED ENTRY -ELEY. 'A' Si 5F. 4 � L POWER Box LINTEL. (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH t REIN"CEMENT INFO AS NDICATED ABOVE NEER To POWER BOX LINTEL CATALOG: FOR COVERED ENTRY - ELEY. B 156 SF. +23.1 / -258 PSF 14$" v _ *EGA INFO) 0- STRUCTURAL NOTE GENERAL NOTES s� INFO PSF 14Gh1Pla +248 / -290 PSF 140MPN A Z A ISSUANCE OF PLANS FROM TNIS DESIGNERS OFFICE SHALL NOT RELIEVE THE TOTAL ,o1RE>4 'A'= 33rD7 SF. 15'= 34ta6 5F. O HOSE BIBS +242 / -21J SHEET INFORMATION: H.B. +141 / -11J PSF 145P1PN 26.1 / -19� PSF 145hIPFI S3 BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND JOB NO.: 390441 ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY J� p°°� I I WINDOW 5 c P E D U L T-8' I6'-0' 2'-0' 8'-0' '-O' 3'-4' '-0' b'•8' b'-8' CONSTRUCTION. ANY DISCREPANCY OF ERROR N NOTES, DIMENSIONS, OR ADHERENCE TO DATE ISSUED: 04.04.19 29'-4' 2'-0' 5'-4' 13'-4' APPLICABLE BUILDNG CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAWN BY: JH MARK TYPE ROUGH OPENING IEAp NEK:HT CLEAR OPENING CLEAR OPENING S.F. SILL NEICs11T DESIGNERS OFFICE FOR CORRECTION BORE COhMENCEhTENt OF ANY GOMSIRlGTIOR REVIEWED BY: TH 501-0' ANY REVISIONS OR CHANGES, NOT RELATED TO M CORRECTION OF ERRORS T14A AF4MADE MA E FT S THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITB A 155H 38' X 63' 6'-8' 33311' WIDE X 2615' NIGH 5m SF, I'-b' 3%H 54' x 63' 6'-8' 483F1' WIDE X 16Z5' HW 881 SP. I'-6' 1 F ANY MODIFICATIONS ARE MADE t0 THESE PLANS BY ANY OTHER PARTY OTHER 2 SCALE: 1/4'=1'-0' THAN THE DES& ERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. G 146N HEMP) 38' x 51' 6'-8' 33312' WIDE X 1015' HK I 4b8 SF. 2'-b' SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS �MON<49ffm SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-0B BF16—OB 8F20—OB 8F24—OB SF28-08 8F32—OB 8F8-18 8F12-1B 8F16-1B 8F20-113 8F24-1B 8F28-1B 8F32-1B 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966H2561 2751 3820 4890 5961 7034 8107 3 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 M 8672 10294 11809 5'-4" (64') PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547(3e) 7342(it) 8733(1e) 10127(19) 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (4s) 6036(19) 7181(1e) 8328 (2o) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 1 10394(3n 8825 (,4) 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467(44) 6472 (1s) 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705(3n 6390(4n 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(3e) 4754(4s) 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 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 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 1 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 15'-4" (184") PRESTRESSED 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 NR300 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 180 340 598 845 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 250 450 1 654 884 1092 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�05@v SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10—OB 8RF14—OB 8RF18—OB 8RF22—OB 8RF26—OB 8RF30—OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-18 8RF22-1B 8RF26-1B 8RF30-16 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(lo 9311(19) 5'-10"(70") PRECAST 810 859 1653 1600 2124 2649 1 3174 3700 1113 2342 4242 6639 (lo) 8060(a11) 7402(,9) 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 1 2459 3776 5743 1 7239 5623 755 1490 2459 3776 5743 8998(io) 10893(4B) 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 1 5891(47) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION I� SAFE LATERAL LOADS FOR 8 PRECAST & PRESTRESSED U—LINTELS ��,�. 40@ug SAFE LOAD TYPE LENGTH 8U8 8F8 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 ��� 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 form a composite reinforced bear) using concrete masonry units. GENERAL NOTES 7, Cast -in -place concrete may be provided in composite lintel in lieu of 1. Provide f ull 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 must 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 accomodate 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 f field added rebar to be located at the bottom Applied vertical load +Applied horizontal load 1.0 of lintel cavity, Safe vertical load Safe horizontal load SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS ��MqyqSAFE 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 1 2655 3524 4394 1 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 2040 2707 3375 4043 4711 5379 5'-4" (64") PRECAST 1016 171 „ 2276 (4) 2838 3399 1 3961 4522 1016 1715 2276 2838 3399 3961 4522 5'-10" (70") PRECAST 909 1567(1e) 20801 2593 a 3107 s 3620 4 4133 (3) 929 1567 2080 2593 3107 3620 4133 6'-6" (78") PRECAST 835 ,2 14072s 186821 2329 ,E 279016 3251 14 3712(1n 835 1407 1868 2329 2790 1 3251 3712 7'-6" (90") PRECAST 727 1065 1624 31 2025 2e 2426 zs 2827 2s 3228 24 727 1224 1624 2025 2426 2827 3228 9'-4" (112') PRECAST 591 708 2s 1136 34 1474 1815 34 2157 2500 u 591 1 862 1318 1643 1969 2294 2619 10'-6" (126") PRECAST 530 575 24 916 1188 1461 1736 2011 530 695 1180 (e) 1472 (4) 1763 2 2055 2346 11'-4" (136") PRECAST 474 504 800 1037 32 1274 32 1513 32 1753 32 494 607 1042(,o) 1372 (11) 1643 a 1915 (6) 2187 s 12'-0" (144") PRECAST 470 a 458 724 3, 938 32 1153 32 1369 32 1585 32 470 550 940 ,0 1302 1s 1560 (u) 1818(11) 2075 1n 13'-4" (160") PRECAST 418 1s 386 607 785 3o 964 30 1143 31 1323 1 428 460 780 (9) 1159 21 1418(2o) 1653(1e) 1887 (t 14'-0" (168") PRECAST 384 1s 358 (21) 560 2e 724 30 889 30 1054 30 1220 410 425 717 (9) 1063 2, 1358 1582 22 1807 21 14'-8" (176") PRESTRESSED 239 334 21 520 z4 672 zo 825 zs 978 gl 1131 30 246 395 663 9 980 (29) 1303 2e 1518 1734 24 15-4" (184") PRESTRESSED 224 313 20 486 20 627 zs 769 29 911 n 1054 zs 230 368 616 9 908 (2o) 1240 1460 1668(20 17'-4" (208") PRESTRESSED 187 263 19 405 zs 521 2 638 756 873 192 306 506 (e 740 (1e 1005 1271 3, 1473 , 19'-4" (232") PRESTRESSED 162 229 , 348 447 25 547 647 2e 747 166 263 429 a 623 (a) 841 zs 1059 30 1227 30 21'-4" (256") PRESTRESSED 142 204 1s 307 g 393 480 568 24 655 24 142 232 373 m 537 (ij 721 2s 905 z9 1048 zo 22'-0" (264") PRESTRESSED 137 197 (,$) 295 22 379 462 546 630 137 223 358 M 513 (1n 688 24 863 2s 999 2e 24'-0" (288") PRESTRESSED 124 179 (u) 267 21 342 21 416 492 2, 22 124 202 319 m 455 1e 606 757 2i E8876 (#) 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 §�09@uq SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T BRF30-1T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T BRF30-2T 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 1269,e 1797 2326 s 2854 2 3382 3911 675 1269 1797 2326 2854 3382 3911 5-10" (70") PRECAST 655 12071s 174611 2259 2773 3 3286 3 2799 , 655 1233 1746 2259 2773 3286 2799 6'-8" (80") PRECAST 570 929(le) 153022 198019 2429(1a 287915) 3329,4 570 1080 1530 1980 2429 2879 3329 7'-6" (90") PRECAST 506 742 (m) 1364(3o) 1765 (2n 2166(2s) 2567(24) 2968 (23) 506 898 1364 1765 2166 2567 2968 9'-8" (116") PRECAST 395 468 ,3 884 (32) 1222(33) 1540(34) 1859(34) 2180(34) 395 1 560 1072 1386 1701 2016 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 2.2 FOR LOAD TABLES. n0. OR O O 71 .. o •. a CASTCRETE 8F8-0B/1T POWERBOX 8x8-0B/1T B B • G .40— • G D OR 4 " D °e O O 4 CASTCRETE 8F16-0B/1T POWERBOX 8x16-0B/1T E E no. oo- D OR o "tell •e O 6 CASTCRETE 8F16-1B/1T POWERBOX 806-16/1T F F s G no. '40- • a '40- '4 D • e D • e o ° OR o a D e D e O O •0. CASTCRETE 8RF30-1B/1T POWERBOX 8x30-1B/1T G G ,4 O 4 OR ,o o a D=>D e s e • o O o. CASTCRETE 8RF14-1B/1T POWERBOX 8x14-1B/1T H H MATERIALS • Concrete masonry units (CMU) per ASTM C90 with minimum net • f'c 8' precast lintels = 4000 psi area 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, Example: 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, (D (SPAN OVER F 2 OPENINGS) F (SPAN OVER i= 2 OPENINGS) O 0 2) 8'x12'xl/2' MINIMUM BEARING 0 PLATES O 0 W❑❑D SHORE (2-2x4 C❑LU BLOCK SHORE O MINIMUM) O IT IS RECOMMENDED TO SHORE LINTEL IN THE MIDDLE OF SPANS GREATER THAN 84' AND LESS THAN 154', ON SPANS GREATER THAN 164' PLACE SHORING AT 84' 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 OF BLOCK @ +8'-0" A.F.F. (UNLESS NOTED ❑THERWISE) 9'-4" 'LEV. "A" 9'-4" ELEV. "A" ELEV. "A" ONLY A 0 I Do 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. O 0 III DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com CA 25948 0 O N z `Ln Z a rn J� Z g QaT �00 W LU �LU W_ m r ^p V) � CL Q > Q< � V) G w W J — J �0�p m C) L UJ B�UIJ� J w V C0 Z vi Q m Q`OQ O U0 U N w U 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 (Vosd=I08MPH), 3 SEC. GUST, EXPOSURE"C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) 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. 0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WRHOUr WRiREN CONSENT FROM LENNAR CORPORATION. 02019•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 12.12.17 1.00 H P Ai 07.31.18 1.01 EL . A TRUSS LA UT 01.25.19 1.02 BEARING WALL NOTE CLAR ION 02.07.19 USE SIMP ONN H10A ILO 1.03 VERSION NO. 1.03 / 02.07.19 1 J, N c� rTI: cz.. � � o LL -� J Z o w a L W 0 r 3: QN 10 W �* 2* UJ* Z Q LLI = LLI Tw`1 LLI F3 wa W ❑ ❑ SHEET TITLE: LINTEL PLAN SHEET INFORMATION: JOB NO.: 390441 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 201 LO 00 O 1 M1 W LO I-- ucoda U RMA BIM M CODE W IVI►IOR MIT REWB(TWL WMON6 WU A IISOi. II FLORDA BI!< DNG CODE bffi EDITION 26r1 BUI DNCx SECTIONS W2 4 2I01. U MOM CODE FEfiM11110M FOR *'WORCED CC OEM (ACI W14). IA BULDWG CODE REaMiE m AND SFIECFIC mm FOR M450 w 6KICIM (ACI 53 I3 4 AG MAN L9 AMl wm watt' OF CML e16tEH1ffi MMMM DESIC>NI LOADS FOR N DWb AIV OBER 61R IC1110 (ASM 1-102 2)COICFm 21 CONCRETE C 144 SK S1I5 IN AT 26 DAY& III PRE-CA6T 1WANWAI®REIFORC@W 4WV PSI ML 2.12 ME -CAT UP 9ST06 REMORCB Bd-WIN) PSI 213 GROAT PER ASTM C4 * - 3000 PSI UV MAX ale' AG(#r>t V V TO 1' SUPP. 22 FdrMiORCIK't BATS 211 SIM PLACED N M ECA6T LIiIEM. AT TIME OF FABRICATION A6111 Abb (GRADE 60) 222 6119L N LKIEL AND IOIOCKdIT BLOCK (PLACED N FED) A61M A6b (GRADE 401 23 PiESTFESS 5TR4W ASTM Aft 14M STM RELEVW 210 KN M DETAIL REEWORCfiW N AW4RWNM WIN AG 35, 23 C04*1NG MMTM SHALL C&F'LY ON AG STANDARD& 2b D43 LIRE PER A61M Aft 3) MASONRY: 31 COMM MASO W WITS (OW 511ALL CONFORM TO A51M C-W, NOFDIAL WA WIN MNMIM NET AREA cCMFRF.wd 61RENGTH 2O00P51, 32 MMAR MOLL CONf01M'1 TO ASTM C-210 TYPE W OR V 33 RLL MORTAR JON16 ATE RHiNRED 3.4 MIM11 AGGFEfs41E X-DAY CGPPIIESM B11I@IG114 OF CM *0 MORTAR STALL NOT BE LEB6 70M PM " 2000 PSI. MAMW MFMTN 41411. BE 13TADLI M by THE WT 6T aim MEINOD' OR ALMWTMELT, BY IIE 7'R1eNt TMBT I'EINIOD' UIE1� USM FEfiMIiB'B1T5114Vf NDT 13F131 hET. 4) 61RICWAL= 41 &ff LOAD YAU0 ARE 5A5t3) ON LNT8.6 NAVNG A BEAR M OF V (UM A M W AGCO TABLE MARNG OF 4' PER FLMA BIE.DWG CODE 61N WITIOK MIT RE509 MAL, SfCU R690*3 OR FLORDA BULDIIG CODE bTII EDITIQ(, 26fl BULDNr� SE,rTION 2164] 42 S4Ff WAD YAM BASED ON RATIONAL DESIGN( MALY* MR ACI 35 AND ACI 530 43 DIfta MAY EYALIIAM COMMI MRATMD WADE RIM 11E MFE WAD TABLES by CUILATNG KWiM RIMM MOf W AND ffAR AT d DIRMCE AMAY FROM TIE FACE OF TIE dM°PORT. 44 FOR LNTI L MIN AT &W OR CREAM VERTICAL CELL RM SOLID 11M d1W AND MNMiM ONE (D 3 V13WA IN* b W M EO AT EACH W OF TIE LN1EL 43 LKM.5 TMT ARE GREATER TKM W-0 CLEAR SPAN KV BE PROVM 1Q'r'OPARY SQ'PORT, NOT OE ITEM D WTL 2 DAYS AF1ER GROUT M.ACFJ'ENT. 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 T - 6" Precast 303 606 T- 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)#6L (1)#GU (0)#6L (1)#5U (1)#GL (1)#5U (1)#6L (2)#6U A B DET. A DET. B DET. C DET. B& C DET. D 2'-10" V- 6" Precast 2 - #2 2 - #2 NONE 2318 1550 3733 3772 3772 3' - 6" 2' - 2" Precast 2 - #2 2 - #2 NONE 1 1436 952 2465 2504 2504 4' - 0" 2'-B" Precast 2 - #2 2 - #2 NONE 1065 700 1961 2000 2000 4' - 6" T -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" 4'- 6" 1 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 7' - 8" 6' - 4" Precast (2) D4 5 Wire 2 - #4 NONE 619 1130 1130 1115 1 1115 8' - 0" 6' - 8" Precast (2) D4.5 Wre 2 - #4 NONE 581 1062 1062 1048 1048 8' - 4" 7' - 0" Precast (2) D4.5 Wire 2 - #4 NONE 548 1001 1001 979 979 8'- 6" T- 2" Precast 2 - #2 2 - #4 NONE 1 483 777 720 552 692 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 368 487 550 356 538 I V- 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 1 270 433 414 308 416 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" 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. 252 202 281 20'- 0" 18' - 8" Prestressed 2 - #3 2- #5 NONE N.R. 256 256 188 262 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. N.R. 200 165 229 22'- 0" 20'- 8" Prestressed 2 #4 2 - #5 NONE N.R. N.R. 185 155 215 24'- 0" 22'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. N.R. 1 149 124 1 179 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)#51- (1)#5U (1#51- (1)#5U (1)#5L (2) #5U A I B DET. L DET. M DET. L& M DET. N Z - 10" 1' - 6" Precast 2 - #2 2 - #2 NONE 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 2 - #2 NONE 2400 8507 3397 9856 4'- 8" 3' - 4" Precast (2) D4.5 Wre 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 (2) D4.5 Wire 2 - #4 NONE 4047 4047 3443 4021 8'- 4" T - 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" 9-0" Precast 2 - #2 2 - #4 NONE 2204 2298 767 2151 10'- 6" 9 - 2" Precast 2 - #2 2 - #4 NONE 1767 1897 612 1696 11' - 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" 11' - 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. 798 290 573 24'- 0" 22'- 8" Prestressed 2 - #4 2-#5 NONE N.R. 659 245 483 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#SL (1#5U (1�#5L (1#5U {0) #5L (1)#5U (1�i5L (1)1Rk5U (1)#5L (2�#5U A B DET. P DET. Q DET. P& Q DIET. R 2'- 10" 1' - 6" Precast 2 - #2 2 - #2 NONE 8243* 10000* 1 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 Wre 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 1 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 T- 8" 6' - 4" Precast (2) D4.5 Wre 2 - #4 NONE 5967 6603 4657 6477 8'- 0" 6' - 8" Precast (2) D4.5 Wire 2 - #4 NONE 5430 5524 4236 5756 8' - 4" T - 0" Precast (2) 134.5 Wre 2 - #4 NONE 1 4961 4979 3869 5178 8' - 6" T - 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 2252 2252 653 1809 12' - 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 2048 2048 587 1615 12'- 6" 11' - 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" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 994 359 710 24'- 0" 22'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 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)#5L (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 Wre 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 Wre 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" 6-0" Precast 2 - #2 2 - #4 NONE 446 680 668 530 530 7' - 0" 5' - 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 419 639 668 478 500 T - 6" 6' - 2" 6-10" Precast 2 - #2 2 - #4 NONE 1 384 585 1 668 414 461 7' - 8" 6' - 4" 6'- 0" Precast (2) D4.5 Wre 2 - #4 NONE 494 627 627 485 532 9'-8" 8'-4- 1 8'- 0" Precast 2 - #2 2 - #4 NONE 279 364 627 244 343 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#51- (1)#5U (0)#51- (1) #SU (1)#5L (1)#5U (1)#5L (2) #5U A B DET. DQ DET. DR DET. DQ & DR DET. DS T - 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 Wre 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' - e" 4' - 2" Precast 2 - #2 2 - #3 NONE 2946 8888 3077 6225 6' - 8" 5' - 4" 6-0" Precast 2 - #2 2 - #4 NONE 3798 5096 2320 4485 T- 0" 5'- 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 4505 4538 2094 4034 T- 6" 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 3869 3896 1812 3505 6'- 4" 6'- 0" 1 Precast (2) D4.5 Wire 2 - #4 NONE 2715 4862 1856 4178 9' 8" 8'- 4" 8'- 9' 1 Precast 1 2 - #2 2 - #4 NONE 1563 1 2400 1054 2235 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0}#5L (1)#5U (1j#5L (1j#5U (0)#5L (1)#5U (1)#5L (1)#5U (1�#5L (2)#SU A B DET. E DET. F DET. E& F DET. G Z - 10" 1' - 6" Precast 2 - #2 2 - #2 NONE 2615 10000 10000 10000 3' - 6" 2'-2-1 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" 3' - 4" Precast (2) D4.5 Wire 2 - #3 NONE 4683 5137 5717 5717 5'- 4" 1 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 7'- 8" 6 - 4" Precast (2) 134.5 Wre 2 - #4 NONE 1921 1921 2035 2035 8'- 0" 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" T - 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" 19 - 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" 16 - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 553 1 340 438 20'- 0" 19 - 8" Prestressed 2 - #:3 2 - #5 NONE 607 607 317 601 21' - 4" 20' - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 443 277 392 22'- 0" 29 - 8" Prestressed 2 - #4 2 - #5 NONE N. R. 414 260 380 24'- 0" 22' - 8" Prestressed 2 - #4 2 - #5 NONE N. R. 339 217 345 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 (i(1)#5U (1f5L (1#5U (0)#5L (1)#5U (1�#5L (1�#5U (1)#5L (2#5U A I B DET. S DET. T DET. S& T DET. U 10" 1' - 6" Precast 2 - #2 2 - #2 NONE 9916* 10000* 9916* 9916* -2'- V - 6" 2' - 2" Precast 2 - #2 2 - #2 NONE 6426* 9031* 7518* 7518* 4'- 0" 2'- 8" Precast 2 42 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 Wre 2 - #3 NONE 7220* 7220* 7220* 7220* 5'- 4" 4'- 0" 1 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 T- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 5433 7067 1743 3376 T- 8" 6'- 4" Precast (2) D4.5 Wre 2 - #4 NONE 7086 9405 5529 9872 8' - 0" 6'- 8" Precast (2) D4.5 Wre 2 - #4 NONE 6448 8101 5030 8467 8' - 4" 7' - 0" Precast (2) D4.5 Wre 2 - #4 NONE 5892 7113 4594 7410 8'- 6" T - 2" Precast 2 - #2 2 - #4 NONE 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 1 V- 4" 19 - 0" Precast 2 - #3 2 - #5 NONE 2868 2868 777 1470 12'- 0" 1 19 - 8" Precast 2 - #3 2 - #5 NONE 1 2586 2586 698 1314 12'- 6" 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 1 587 1161 19'- 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1607 513 1015 20'- 0" 19 - 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" 29 - 8" Prestressed 2 - #4 245 #5 NONE N. R. 1222 428 847 24' - O" 22'- 8" Prestressed 1 2 - #4 1 245 #5 NONE N. R. 1014 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�i5L (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 1 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" 1 5'- 10" Precast 2 - #2 2 - #4 NONE 1192 1192 1012 1066 T- 8" 6'- 4" 6'- 0" Precast (2) D4.5 Wre 2 - #4 NONE 1 1346 1346 1225 1253 9'-8" 8'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 1 805 782-1 597 771 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 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" Z - 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 5' - 10" 4' - 6" 4'. 2" Precast 2 - #2 2 - #3 NONE 3582 9125 3763 9167 6'- 8" 5'-4" 5'- 0" Precast 2 - #2 2 - #4 NONE 4576 7895 2838 6847 7'-0" 5'- 8" 6-4" Precast 2 - #2 2 - #4 NONE 5877 6800 2561 5985 T- 6" 6'-2" 5' - 10" Precast 2 - #2 2 - #4 NONE 5072 5623 2217 5034 7' - 8" 6'- 4" 6' - 0" Precast (2) D4.5 Wre 2 - #4 NONE 3272 7319 2285 6226 9'-8" 8'- 4" 1 8'- 0" Precast 2-#2 2-#41 NONE 1886 3192 1 1301 1 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) 8" x 16" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1) #5U (1)#SL (1) #5U (0)#5L (1)#5U (1)#5L (1)#5U (1) #SL (2)05U A 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" 6-2" 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 Wre 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 Wre 2 - #4 NONE 2625 2625 2421 2607 8'- 6" 1 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" 19 - 8" Precast 2 - #3 2 - #5 NONE 1210 1210 366 986 12'- 6" 1 T- 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" 1 T - 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" 19 - 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" 29 - 0" Prestressed 2 - #4 2 - #5 NONE N.R. 678 219 431 22'- 0" 29 - 8" Prestressed 2 - #4 2 - #5 NONE N.R. 634 226 445 24'- 0" 22' - 8" Prestressed 2 - #4 2 - #5 NONE N.R. 1 522 1 174 341 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)1/5L (1)#5U (0)#5L (1)#5U (1%#51-(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" 1 2'- 2" Precast 2 - #2 2 - #2 NONE 7531* 10000* 8792* 8700* 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 5587* 8751* 7490* 7190* 4'-6" & -2" Precast 2 - #2 2 - #2 NONE 4300* 7565* 5849* 5849* 4'- 8" 3' - 4" Precast (2) 134.5 Wre 2 - #3 NONE 8194* 8194* 8194* 8194* 5'- 4" 4 - 0" Precast 2 - #2 2 - #3 NONE 5392* 6259* 4084* 4084* 5' - 10" 4'- 6" 1 Precast 2 - #2 2 - #3 NONE 4435 5776* 3387 5776* 6'- 6" 5' - 2" Precast 2 - #2 2 - #4 NONE 5719 1 10000 2709 5283 T- 6" 6 - 2" Precast 2 - #2 2 - #4 NONE 4203 9087 2025 3931 T - 8" 6' - 4" Precast (2) D4.5 Wre 2 - #4 NONE 5473 9564 6402 10000 8' - 0" 6 - 8" Precast (2) D4.5 Wre 2 - #4 NONE 4978 8706 5824 10000 8'- 4" T - 0" Precast (2) D4.5 Wre 2 - #4 NONE 4546 7957 5320 10000 8'- 6" T- 2" Precast 2 - #2 2 - #4 NONE 1 3209 6742 1576 3044 9'-4" 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" 19 - 0" Precast 2 - #3 2 - #5 NONE 3630 3552 872 1710 12'- 0" 19 - 8" Precast 2 - #3 2 - #5 NONE 3191 3171 783 1476 12'- 6" 11' - 2" Precast 2 - #3 2 - #5 NONE 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" 2U - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1474 527 1042 22'- 0" 29 - 8" Prestressed 2 - #4 2 - #5 NONE N.R. 1381 497 985 24'- 0" 1 22'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 1 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)#5L5L (1�#SU (1)#5L (1#5U (0)#5L(1)#5U (1�#SL (1�i5U (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" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 2104 6071 5464 5464 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wre 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" 9-4" 8'- 0" Precast 2 - #2 2 - #4 NONE 1250 1 1257 1 884 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�#5L (1)#5U (1�f5L (1)#5U (0 #5L (1) #SU {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) D4.5 Wre 2 - #3 NONE 8450* 8450" 8450" 1 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" T - 0" Precast (2) D4.5 Wre 2 - #3 NONE 7102* 7250* 7250* 7250* 5' - 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 5356 10000 3356 8207 7'-0" 5'-8" 5'- 4" Precast 2 - #2 2 - #4 NONE 6918 9848 3029 7407 7'-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" 1 8' - 0" 1 Precast 1 2- #2 2 - #4 NONE 2211 1 4137 1 1546 1 3779 * LINTEL MEETS DEEP BEAM CRITERIA FOR B" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE 'PIP uuuuulug uw r P 1 r r 1 r r lug uuuu u r-jACIIIIIIIIIII1,14 rJh��T mKIIIIIII r• 1 r: r rr, rJ r r rJ r 10111 KIM r- r,*P7z r, oil rJ4 t 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)#SL (1)#5U (1(1)#5L (1)#5U (0)#5L 0)#5U (1j#5L (1)/#5U (1)#5L (2t5U A B DET. DM DET. DN DET. DM & DIN DET. DP 3'- 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 10000 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 10000 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 2391 3858 6'- 8" 5'- 4" 5' - 0" Precast 2 - #2 2 - #4 NONE 3031 3382 1803 2977 T - 0" 5'- 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 3240 3240 1627 2728 T - 6" 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 2845 2845 1408 2423 7-9 6'-4" 1 6-0" jPrecast (2) D4.5 Wre 2 - #4 NONE 2163 3342 1425 2856 9' - 8" 8'-4" 8' - 0" Precast 2 - #2 2 - #4 NONE 1 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" Precast 441 758 5'-8" 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 8'- 4" 8'- 0" Precast 197 354 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE wm h TYPE DESIGNATION it r r,� • r � r 01 P - PLAIN LINTEL / QUANTITY OF #5 BAR AT S - SOLID LINTEL 1 FLOWER LINTEL CAVITY [8x16-P-1 L / 1 U] NOMINAL WIDTH -, I QUANTITY OF #5 BAR NOMINAL HEIGHT J AT UPPER LINTEL CAVITY Nm9 MIm10 toma, A DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineeHng.com CA 25948 o N Z LLJ CD 0 ZO�Mtto Q�MIl1 ZQ}G�.ch VPo Zc�AP W z0 0 V) Lu C14tTj W z Lu C/) -0 _ P cn C. Q Q � Lu W w -. J �O-() m 0 Lu CL W Z Qoe w m QQ O � v U0CN W N M 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=I OBMPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT LS 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. 02D19-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 12.12.17 1.00 6TH ED. 1 FBC UPDATES 07.31.18 1.01 EL V. A TRU LAYOUT EVISED 01.25.19 1.02 BEARING WALL N 02.07.19 1.03 U IM N H 1 AIL VERSION N.�3 / 02.07.19 ..? 1` A a c11 LO O m J co Z 0 J LL L = u W U' LO N 3 ¢N =N h� 10 Lu* W * Z Q � = LLl LLI LLI aV0 �Z Ca: W ❑ ❑ SHEET TITLE: QUALITY PRECAST LOAD TABLES SHEET INFORMATION: JOB NO.: 390441 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 2*2 CD co CD CV M1 W CV ----------------------------------- ---------------------------- I I I I I I � I oLU (TYP.) I I (TYP.) I I I 4'-0' yo OFF -RIDGE �e VENT I I I I I I I j RV1 � I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SLOPE 5:12 SLOPE 5:12 I I I I I I I � I I I I � I I I I FI ASHW5 SHALL BE INSTALLED AT UALL AND ROOF INTERSECTIONS, AT WTIERZS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENIN IS. I I I 1 I I I I I I I I I 1---------------- N— — — — — — — — — — — — — — — — — — — — T----� I (TYR) ;ri �l I ,P�~ y I I w in O ROOF PENT SCHEDULE O Verify with General Contractor all roof vent locations, quanutles, and sizes. Roof vents smil be Installed for a minimum of vented area as listed below or equivalent system per 6TH Eli. (2011) FRC, R8®62 Roof vents or ffit Vent Mark Location equal system (sq. in.) (sq. in.) RV 1 Main f 823 823 SLOPE 5:12 °G I I � I I Q I I — I I I I I I-------------------------J ROOF PLAN SCALE: I/8I = I'-0' SEE 12 I II PLAN SEE PLAN FOR S -6 HEEL. HGT. ASSES 6-0" 5RCa. 2x FRAMING AS REQ 2x4 (TYP) SEE PLANS FOR BEAM SIZE (2) 2x4 FRAMING STUCCO FINISH OVER MTL. LATHE t 1/I6' OSB SHEATHING t FRAMING AS REMIRED SEE PLANS FOR POST SIZE POST TO CM CONNECTOR SE AN REFER TO PLANS 2x4 SILL FRAMING ° IA (TYP) _ 2Xb (TYP) STUCCO FINISH SEE FOUNDATION PLANS FOR FOOTER SIZE 0'-0" FIN, FL-R, (:DCOLU MN SCALE: I/Z'=I'-0' EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THIROUGI-I A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL W64T OF 44' MASKED FROM THE FINISHED FLOOR OF THAT PARTICULAR ROOM TO THE BOTTOM OF THE CLEAR OPENING. SHINGLE ROOF PER SPECS. THICIQCSS OF TEXTURED FINISH OVER FRAM APPLICATION TO BE PER FRG R1031 RIDGE VENT STUCCO FINISH ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE M BUILDER OF RESPONSIBILITY TO REM AND VERIFY ALL NOTES, DMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO C01tENCE W OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DM SIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALT. BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE CatfNCEMENr 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. 4' SCORED RAKE (TYP.) SEE SHEET b FOR T' MATERIAL NO i 1. I� I ..... ......... F26 : I 1:�wwl- 7m] i i F=� i� 1�1 Fam com 1� I JF��7 12 �J 12 5 OFF -RIDGE VENT 5 //�A SHINGLE ROOF PER SPECS. L 1'- V' L STUCCO FINISH SEE DET. 5/5NI FOR v? DEEP SCREED INFO F. FLOOR ELEV. 0'-0' — — — — — — 4 SCALE: I/8'=i1-0' TRUSSES PER PLANS Masi 5ui�� c E _ �aMi� ooM e MA ��ALL x4 L MASONRYALL � SUILDINC� S�C�'ION SCALE: I/8'=1'-0' SEE DET 6/38 FOR COLn - �. F. FLOOR ELEV. 04' 3'-0' SCALE: I/4'=i'-0' RIDGE VENT RIDGE VENT SHINGLE ROOF PER SPECS. 8' SCORED BAND STUCCO FINISH SEE 6/35 FOR COLUMN DETAIL FINISH FLOOR ELEV. 12 ::::!:15 STUCCO FINISH v '- SEE DET. B/SNI FOR — — — —1- WEEP SCREED INFO 2 RIC��I�" ���Y�4�ION 11Qn SCALE: 1/8'=I'-0' 5 STUCCO FINISH SEE DET. B/SNI FOR DEEP SCREED INFO — — RIDGE VENT SHINGLE ROOF PER SPECS. b'-0' 12 15 co SCALE: I/13'-I'-0' RIDGE VENT SEE DET 6/313 FOR COLUMN T F. FLOOR EI.IiV.0'-0' A. 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 C01MCEMENT 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 COMMENC 'W OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS T" ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SIE3JECT 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- 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 N Z Q M M LL zd a M z /��j�00 Wz W �o mi W Q:� m ru LU z LU to —0 IY �ELQ V) a W V) LU I r-., J 0wC) m LU o- Uj _I W Z � < m Q`OQ O U0 U Uj U M M Q TO THE BEST OF THE ENGINEERS 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=10.18) 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. 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 12.12.17 1.00 TH ED. (2017) FBC UPDATES 07.31.18 1.01 LEV. A TRUSS LAYOUT REVISED 01.25.19 1.02 BEARING WALL NOTE FI 02.07.19 1.03 VERSION NO. 1.03 / 02.07.19 •,YJ CV Jto c� fY 2 �s w o m J z 0 J W = U W U' } 3.1 2� Q^ ¢CV W w(r) _10 DO W w Z Q 1-4 U.J = LL; U-i C9 v> o_ F— o_ n_ o_ W ❑ ❑ SHEET TITLE: ELEVATION "B" EXTERIOR ELEVATIONS & ROOF PLAN SHEET INFORMATION: JOB NO.: 390441 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 3B Typical 150-200 Amp Electrical Riser Diagram 200A INDOOR PANEL CENTER POWER CO. FEE #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 O 200 amp 150 amp 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHEF&ICE TO APPLICABLE BUILDING CODES PRIOR TO COtSCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR N 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 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 514ALL NOT BE HELD RESPONSIBLE. +_O WP. .......... L _ 0 ROUGH-N FOR FANILIGHT FAN INSTALLED PER SPECS GARAGE LOT _ GARAGE LIGHT _ - PER SPECS 0 PER SPECS \\ CLG. OUTLET FOR CLGL OUTLET FOR ® GD.OPENER GD. OPENER ...- .................... � � ELEC�'RIC�L �'L>4N SCALE: I/4'=I'-0' PARTIAL ELECTRICAL FLAN - ELEVATION 111511 ROUGH-N FOR FANILIGHT FAN INSTALLED PER SPECS ROUGH-N FOR FAN/LIGHT FAN INSTALLED PER SPECS .......................................:...........0........................ ................................:........................................................... ELECTRICAL <E"r 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �06. I1EATHERPR00F DUPLEX OUTLET GROUND FAULT INTMPTER DUPLEX OUTLET HALF-SUUTCHED DUPLEX OUTLET Fa sPECIAI PURPOSE OUTLET :0 DUPLEX OUTLET IN FLOOR 0 220 VOLT OUTLET WALL SWfTCN 13 THREE-d4Y SWITCH 14 FOUR-WAY swlTW RHEOSTAT WTCH -- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL. MOUINTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE LIGHT FIXTM WITH PULL CHAN 4— TRACK LOT Ea*ezi FLORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FANILIGHxT C"INATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHMS (OPTIONAL) U7 PUSHBUTTON SWITCH (OPTIONAL) ® SMOKE DETECTOR (SHALL BE NTERCONNECTED) ® MONOXIDE DETECTOR COMBINATION K1 TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) Q THEMTAT �Cp ELECTRIC METER ELECTRIC PANEL ® CONCOURSE BOX .L DISCONNECT SU2TC14 ® SPEAKER(OPTTONAL) c� ROUGH -IN FOR OPT. CEILING FAN v � c, CEILING MOUNTED INCANDESCENT LIGHT FIXTURE IW G ROUGH-N FOR OFT. CEILING FAN NOTES L PROVIDE AND INSTALL GROUND FAULT CIRCUIT-NTERUPTER5 (GFI) AS INDICATED ON PLANS. 2. UNLESS OTHE USE INDICATED, INSTALL SIUTCIES t RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: MC S 42' OUTLET5J4' �' TELEVISION_I4' 3. ALL a 101E DETECTOR$ SHALL BE HADIURED INTO AN ELECTRICAL POWER SOUIPZE AND SHALL BE EQUIPPED WTrH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTFIED H O .SMOKE DETECTORS SHALL BE LABELED RD UL 2r1 AT TIME OF FINAL INSPECTION. 4. ALL RECEPTACLES N SLEEPING ROOM SHALL BE ON A AF.CJ. PROTECTED CIRCUIT. 5. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO NW THAT ALL ELECTRICAL WORK 15 N FULL COMPLIANCE WITH 2O14 NEC, 6TH ED, (20n) FBC, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ARC FAULT RECEPTACLES N ALL BEDROOMS PER 2014 NEC. ELECTRICAL SPECIFICATION NOTES ELECTRICAL CONTRACTOR L'Il6I VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHIOUN ARE FOR LOCATION PILRPOSES. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com CA 25948 8 C4 z 8� z M � C.V)J' �aaM Z CL 00 zt;i!S W Z$ sr Uj � m W CL ~Q cn Q w V) LU 0 J _ _ W U -Zi m W°- � J �Q m Qco �Oav O U�(D U N M W U 1%O tM Q 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. 020I9-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHRRTED. REVISION: DATE DESCRIPTION 12.12.17 1.00 6TH ED,(2017) FB UPDATES 07.31.18 1.01 ELEV. A TRU LAY UT REVISED 01.25.19 1.02 BFARINU WALL N CLARIFICATION 02 07 19 1 03 U E SUMPS N 1110A ILO NSF' RT16A VERSION NO. 1.03 / 02.07.19 SHEET TITLE: ELECTRICAL PLAN SHEET INFORMATION: JOB NO.: 390441 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH SCALE: 2 USP CONNECTION CHART CONNECTION QTY. CONN. CAPACITY (Ibs) FASTENERS" PER CONN. HTA20 1 1870 9-10d x 1 1/2" Simpson H10A 1 1015 18-1Od 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. ISSUANCE OF PLANS RiUM THIS DESIC#ERS OFFICE SHAD. NOT RELIEVE THE i3111LDER OF REEF LITY TO RE1/1EW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILM CODES PRIOR TO C IENCENE1'1T OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DKOONS, OR ADHERENCE TO APPLICABLE BUILDWs CODES SHALL BE BROIICiIT TO THE ATTENTION OF THE DESIGN136 OFFICE FOR CORRECTION BEFORE C 194CpW OF ANY CONSTRUCTM ANY REVISIONS OR CHAJWS, NOT RELATED TO THE CORRECTION OF ERRORS THAT ART: MADE AFTER THE FINAL PLANS HAVE BSI Cd'PLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANT' MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PART' OTHER THAN THE DEWERS OMCE, THE DESM SHAD. NOT BE HELD RESPONSKE, R = 6620 U = 13158 USP HTA20 USP NTA20 (INSTALLED TO THIS SIDE OF GIRDER J "/ " OAAM FAA Nag 1 I���I�1 1 I��I�II 1 It II 1 I - I I mil 1 9'-4' CEILING III 1 III IW3= TO TOP GM UY 10d NAILS �1111�1111�111I�1 7A PAN" �I � �111=��lIII 8'-0' CEILING oil R=19& U = 131M USP RTA20 r- v r a USP WA20 (INSTALLED TO TINS SIDE OF TRU55 FRAMING NOTES ALL COMECTIONS PER USP CATALOG (LATEST EDITION) - W. CONTACT ENGINEER FOR ALTERNATE COMECTIONS 2. IPRE-ENGINEERED WOOD TRINES SPACED * 24' 0/C TYPICAL, WLE56 NOW OTHERWISE 3 I SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF INFORIATION. �. UPLIFT VALLES SHOUlrI ARE CALCULATED BASED ON CONSERVATIVE APPROACH AND CAN BE DFFERENT FROM TRUSS MANIFACTMS VALLES W HIlOA FA TRUSS IF TI$ CONTRACTOR, TRUSS MANIFACTI.M OR OTHER DESKN SM IPSON 5 BEAM A PROFESSIONALS REVISE THE SHOU�I INPORUTION, DANSCO ENGINEERING, LLC IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCMWS FOR COMPLIANCE WITH DEW INTENT PRIOR TO CatUCEMENT OF THE PROJECT. I DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Flodda 33572 p.813.645.0166 f. 813.645.9698 www.donscoenginsedng.com CA 25948 g H zo�r a E^ a s- Ln F-' Z 00 ju�ri 00 W Z3 J w m ITJ C LU -, o �CQ V) <C V) W LLJ J w0�� o0 LU 0 U j .J Z� Q L1J m QQ 0 U� U Cie 04 N LLLJ U 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 (VOSd=108MPH), 3 SEC. GUST, EXPOSURE-C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT=10.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE R IS SIGHED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 0 2019 LENNAR COIF: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WRHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02D19-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 12.12.17 1.OD 6T HUPDATQ 07.31.18 A 1.01 REVISED 01.25.19 LL NOTE 1.02 B IN A 02.07.19 1.03 A VERSION N 1t n(�3 / 02.07.19 '�,von�lligism ... � ���pro aw9w'�� N �L• • T- •z a i.. Lu o '0 07,•.> z ��.•�.. Gj ww . ®4r�� • � • �� ww Per O��p ms���i�a,nrr (V - In C= r1le-0 cL -~ O LL NZ Co J w O ('Q 3 U W O r 3 H Q=N N W 2# * * Lam Z Q La = LLl - LLI W ❑ ❑ SHEET TITLE: ROOF FRAMING PLAN ELEVATION "B" SHEET INFORMATION: JOB NO.: 390441 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 5B Lo �O W O 1 CV 1 00 CV LO r— 2" 1" 2" )KNOTS 1'-10" 1" FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, iv r c) N cD = DETAIL TO BE BUILT W/ STUCCO, I� DANSCO F 1 F 3 VARIES � ENGINEERING, LLC 2» _ r 04 3" P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 4» 3a" al 1„ ,p-4,�L ,k___4� � jr2' OPENING VARIES 2" 12 `�; � � — 12 � f. 813.645.9698 www.donscoengineering.com CA 25948 _ EDGE OPENING VARIES 2 =_�V 3zx 11" 32 N G N T 1x 111 .}II 3411 JI 1» „ f� 1 V-8' 11 1 C Zs Q In F8 F4 F5 F " ' FI Z Q�Q�^ QGo . Zt� CAP ZW J w = 81, 2' 1-1121' THICK o V RADIUS g,J )KNOTE --� 2 _ 3 I/2' 1/2' RADIU ;< FOAM TO BE USED ONLY WHEN REQUIRED BY 11_611 = RADIUS 3/4' RADIUS ---a 1'-5 " `"'a COMMUNITY SPECS, IF NOT, DETAIL TO BE BUILT W/ 1" 11�11 _ r W STUCCO. C' is m 1/2' RADIUS-------= 1" 4" VARIES ��' �» _ r' Al W Z W � = Q VARIES —� j � F 1 1» N / 14 w= Q J C/, W VARIES 21" VARIES > W� O U m 121 VARIES ��Wrr�� W 1 1/2' RADIU 10" 6 N " � 21" 1" 3 w Z < m 2 1/2' RADIUS 1" OPENING VARIES 211 2" 2" =6E 2" 0 O 0 O w C14 Fy *10 EDGE OF b' ' 00 _�, = �v Lu U Cso V)OPENING � M BASE 6" fV" 00 '» 1» F9 Flo 211 211 F 12 F13 1 VARIES NOTE, 2' 4" 111 11 511 rj" 4" $» •FIN, TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • F❑AM/ EPS MATERIAL IS ACCEPTED THIS ERE RTTHATE IT 13 SIGNED AND SEALED. WING AND DESIGN IS VAUD FOR 12 MONTHS5� A SIGNED AND SEALED FOR THE STRUCTURAL PORTION 5q' 1' 10" 3'-8» OF HIS DRAWING ONLY. 4x 31 -0x 4x O 2019 LENNAR CORP -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT LENNAR CORPORATION. 4" 10" 11-4x 3x _ `ao CO _ _ - ( I 4 10" 1'-4" 10" ®�9-HESEODRAWINGS AN DESIGNS ARE HE 2 » R <O SA ENGINEERING,REPDU TI AND JOINT PROPERTY IS PROJECT. THE CLIENT ON THIS PROJECT. ANY REPRODUCTION 2" `� OR UNAUTHORIZED USE IS PROHIBITED. REVISION' DATE DESCRIPTION 12.12.17 1.00 F20 F22- =O REVISEP 01 25.19 1 02 BEARING WALL LA IFCATION it 02.07.19 1.03Ubt IMP N Hl A IL 16A 211 A 11 311 Y 3p (�� .\ N r ��� Y = S VERSION NO. 1.03 / 02.07.19 N 2" �1� ¢� 4 jx '9$4 R7o, 1" _ _ 00 _ N � o 1'1 1" F171 F18 F19 I F21 IF23 �4. 1. V-2" 32A" z.>.,, ��11 34" �I�I 111 N� c0 1'-0" go N I I N C'! x 2 GENERAL NOTESI IF25 F27 Fo 1�x 1.5 LBS DENSITY STYR❑F❑AM SHEET TITLE: FOAM TRIM DETAILS :- _ t1E Cj) w 0P❑LYC❑AT CHARD COAT) • ACRYLIC SAND FINISH 7" 4" 4"611 1 � SHEET INFORMATION: N 4 N ZD isS' JOB NO.: 390441 DATE ISSUED: 04.04.19 w� DRAWN BY: JH N ,2, °D REVIEWED BY: TH 2�1 F 2 6 F 2 8 IF291 I F3b.1 I1.] 6 9 M I Coo CV LO q— SPEC I F I GAT I ON5 I. I. CONSTRUCTION I. I. I. AGI 3I8-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE I. I. 2. A5GE5/AGI 530-13, TM5 402-16 4 ASGE6/AGI 530.1-13, TM5 602-16 SPECIFICATIONS FOR MA50NRY STRUCTURES. I. I. 3. A5TM G270-12a, C416-10, AND Gq0-14 SPECIFICATIONS FOR MASONRY STRUCTURES I. I. 4. NATIONAL DESIGN SPECIFICATIONS (ND5) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. I. 1. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), bth EDITION (2011) I. I. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISG) 1. 1. 1. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE TRU55 PLATE INSTITUTE TPI 1-14. 1.2. DE51ON : I. 2. I. AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE I. 2. 2. A5GEWAGI 530-13, TM5 402-I6 4 A5GEb/AGI 530.1-13, TM5 602-16 SPECIFICATIONS FOR MA50NRY STRUCTURES. I. 2. 3. A5TM G210-12a, G416-10, AND GqO-14 SPECIFICATIONS FOR MASONRY STRUCTURES I. 2. 4. NATIONAL DE516N 5PEGIFIGATION5 (ND5) FOR HOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. I. 2. 5. PLYWOOD DE51ON SPECIFICATIONS (APA) I. 2. 6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), bth EDITION (201-7 J I. 3. 5HOP DRAWINGS : I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DE51ON PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAHIN65 WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1. 3. 2. ALL SHOP DRAHIN65 ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL ROOF AND FLOOR TRU55 SHOP DRAHING5 ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE : DRANIN05 AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRU55 MEMBERS. 2. DE51 6N LOADS TH15 STRUCTURE HAS BEEN PE5I6NED IN AGGORDANGE WITH THE 6th ED. (2011) FLORIDA BUILDING GODE, RE51DENTIAL BUILDING CATEGORY: II 2.1. DEAD LOADS: ROOF TILE (TG=15P5F, BG=IOPSF) 25PSF ASPHALT SHINGLE (TG=1P5F, BG=IOP5F) I1PSF METAL (TC=IOP5F, BC=IOP5F) 20P5F FLOOR TILE (GERAMIG, 1/2" MORTAR BED) 25P5F CARPET OR HOOD 15P5F 2. 2. L I VE LOAD5 : ROOF 20P5F FLOOR ONE- AND TWO-FAMILY DHELLIN65 UNINHABITABLE ATTIC, NO STORAGE IOPSF UNINHABITABLE ATTIC, LIMITED STORAGE 20P5F HABITABLE ATTICS, SLEEPING AREAS 3OP5F OTHER 40PSF EXTERIOR DECKS SAME AS OCCUPANCY SERVED RAILING - NONGONGURRENT 50PLF OR 200LB LIVE LOAD REDUCTIONS PER CODE 2. 3. ROOF SNON LOAD DATA: GROUND 5NOH LOAD, Pg = WA 2.4. HIND LOA05 : BASIC HIND SPEED, V (3-5EG. GUST) 14OMPH (Va5d=108MPH) HIND EXP05URE G INTERNAL PRESSURE COEFFICIENT +/-O.IS G8G PE51ON PRESSURE SEE PLAN HIND BORNE DEBRIS PROTEGTION 5HUTTER/IMPAGT GLA55 2, 5. SEISMIC, DESIGN DATA: SEISMIC IMPORTANCE FACTOR, le 1.0 SEISMIC RISK CATEGORY II MAPPED 5RA, 55, 51 N/A 517E CLASS A DESIGN 5RC, 5D5, 5DI WA SEISMIC DE516N GATEGORY WA BASIC 5FR5 MASONRY HALLS DESIGN BASE SHEAR, (UNFAGTORED) WA SEISMIC RESPONSE COEFFICIENT, G5 WA RESPONSE MODIFICATION FACTOR, R N/A ANALY515 PROCEDURE ELF 2. 6. FLOOD DESIGN DATA: DATUM NAVD88 FLOOD ZONE ..X.. BASE FLOOD ELEVATION: WA LOWEST PROPOSED FLOOR ELEVATIONS WA 3. DEFLECTIONS: LIVE LOAD L/360 TOTAL LOAD L/240 4. MATERIALS 4.1. RE I NFORG I NO STEEL 4. I. I. REINFORCING STEEL SHALL BE A5TM A615/A615M-Oc1 GRADE 40, f'y = 40 K51 4. 1. 2• LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15". 4. I. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT HHERE THE COVER DIMENSION 15 SHOWN TO THE FACE OF THE CONCRETE. 4. I. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. I. 5. REINFORCING MECHANICAL GOUPLER5 ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. I. 6. DE51ON COVER REQUIREMENTS : G-I-P CONCRETE FORMED AGAINST EARTH 3.. G-I-P CONCRETE EXP05ED TO EXTERIOR : 2" G-I-P CONCRETE NOT EXPOSED GROUT FILLED MASONRY : 34" HELPED WIRE FABRIC (HHF): A1064/A1064M-I6a 4. I. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315-LATEST EDITION. 4. 2. GONGRETE : 4. 2. I. CONCRETE TYPE MIN. 28 DAY DESIGN (f'c) MODULES OF ELASTICITY DESIGN (E) G-I-P CONCRETE (NORMAL HEIGHT) 2,500 P51 2050 K51 6-1-P CONCRETE (NORMAL HEIGHT) HERNANDO CO. ONLY 3,000 P51 3,12 K51 G-I-P GROUT 3 00 P51 5,122 K51 4. 2. 2. CONCRETE SHALL CONSIST OF I" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 1" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/5" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETHEEN 8" AND 10" AT TIME OF PLACEMENT. SEE 5PECIFIGATION5 FOR ADDITIONAL CRITERIA. 4. 2. 4. CONSTRUCTION JOINTS HILL BE PERMITTED 4. 2. 5• METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR HALKHAY5 4 DRIVEHAY5) 3 1/2" MIN. THICKNESS H/ MIN. REINFORCEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 HHF IN TOP OF 1-1/2" OF SLAB. FIBER MESH PER DE51ON MIX MAY BE USED I.L.O. HHF CONTRACTORS DISCRETION. 4. 2. 1. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE H/ ALL AGI- MGP 2011 STANDARDS. 4.3. GONGRETE MASONRY : 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE A5TM Gq0-14, TYPE 11 NON-MO15TURE CONTROLLED. 4. 3. 3. ALL CELLS d CAVITIES BELOW GRADE WILL BE FILLED H/ CONCRETE IN ALL STEM HALLS 4. 3. 4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 P51 MINIMUM 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND GON5TRUGTION SHALL BE CONDUCTED IN AGGORDANCE HITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE TYPE "S" FOR ALL MA50NRY CONSTRUCTION. 4. 3. 1. MASONRY ROUGH OPENING MAY VARY IN THE GROSS SECTION DIMENSION OR ELEVATION DIMENSION SPECIFIED ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER SECTION R606.3.1.1 4.4. STRUGTURAL LUMBER : 4. 4. 1.1. INTERIOR LOAD BEARING HALLS 5PF STUD OR BETTER, fb = 615 P51, E = 1200 K51 ALL EXTERIOR FRAMING 5PF #2 OR BETTER, fb = 815 P51, E = 1,40OK51 4. 4. 1.2. ALL FRAME HALLS TO BE CONSTRUCTED U51N6 5PF , STUD QUALITY OR BETTER, UNLE55 NOTED OTHERHI5E 4. 4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLIGATION5 SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 4. IF 05B BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE 51MILAR OR GREATER 5EGTION PROPERTIES. 4. 4. 5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4. 4. 6. HHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE MANUFACTURER 15 TO SUBMIT SHOP DRAHIN65 TO THE ENGINEER OF RECORD. 4. 4. 1. DESIGN, FABRICATE AND ERECT HOOD TRUSSES IN ACCORDANCE WITH THE "DE51GN SPEGIFIGATION FOR LIGHT METAL PLATE CONNECTED HOOD TRU55E5" BY THE AN51/TPI 1-14, BC51 2013 4. 4. 8. UNTREATED HOOD SHALL NOT BE IN DIREGT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4. 4. q. ALL EXTERIOR FRAME HALLS SHALL BE STUCCO FINISH AND SHALL BE APPLIED IN STRICT ACCORDANCE WITH THE FRG SECTION R103.1.2 AND WITH A5TM Gg26 INCLUDING THE REFERENCE IN A5TM Gg26 SECTION 8 TO 5EGTION XI.4.2 OF THE APPENDIX - 1/8" TOTAL THIGKNE55 APPLIED IN THREE LAYERS (3/8" - 3/8" - V5") OVER METAL LATH OVER HATER RESISTIVE BARRIER. THE HATER RE515TIVE BARRIER SHALL INCLUDE A WATER-RE515TIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND SHALL BE ATTACHED DIRECTLY TO THE 5HEATHING OVER FLASHING INSTALLED IN ACCORDANCE HITH THE APPLICABLE BUILDING GODE AND MANUFACTURER'S SPECIFICATIONS. CURING TIME FOR 3-COAT STUCCO, EACH GOAT SHALL BE KEPT IN A M015T CONDITION FOR AT LEAST 48 HOURS PRIOR TO THE APPLICATION OF THE NEXT GOAT. THE 2ND GOAT SHALL NOT BE APPLIED 50ONER THAN 48 HR5 AFTER APPLICATION OF THE I5T GOAT. THE FIN15H GOAT SHALL NOT BE APPLIED 50ONER THAN 7 DAYS AFTER THE APPLICATION OF THE 2ND GOAT. UNLE55 APPLICATIONS INSTALLED IN ACCORDANCE HITH A5TM Gg26 INGLUDING THE REFERENCE IN A5TM Gg26 5EGTION 6 TO SECTION XI.4.2 OF THE APPENDIX 4. 4. 10, INSTALLATION OF EXTERIOR LATHING 6 FRAMING SHALL COMPLY TO A5TM G 1063 PER FLORIDA RESIDENTIAL CODE R1033.I 4. 4. I1. FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF PRE5ERVATIVELY TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AHPA M 4 4. 5. FASTENERS AND TIE DONN5 : 4. 5. I. FA5TENER5 AND TIE DOHN5 SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, CHANNELS : A5TM A36/36M OS Fy = 36 KBI ROUND METAL PIPE : A5TM A53/A53M-12, GRADE B Fy = 35 K51 SQUARE METAL TUBING: A5TM A500-13, GRAPE B Fy = 461<51 HIGH 5TREN6TH BOLTS : A5TM A325-14 MACHINE BOLTS : GALVANIZED A5TM A301-12 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 331<9IHITH bqO GALVANIZED GOATIN6 IN ACCORDANCE WITH A5TM A525-cO. 4. 5. 3. NAILS SHALL GON515T OF : COMMON HIRE NAILS WITH MINIMUM DIAMETER AS FOLLOH5 : bd = 0.131 ", I Od = 0.148", 12d = 0.145", I bd = 0.162". 4. 5. 4. ALL FA5TENER5 AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI-GORROSIVE GOATIN6 BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOHN5 ARE TO PROVIDE THE UPLIFT CAPACITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. b. ALL FASTENER TIE DOHN5, BEAM HANGERS, J015T HANGERS, AND FLOOR TRU55 STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 1. CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, 5PAGING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRU55 AND HALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLAGIN6 GROUT. 4. 5. cl. P05T-IN5TALLED ANCHORS INTO CONCRETE I. POST -INSTALLED ANCHORS SHALL ONLY BE USED HHERE SPECIFIED ON THE GON5TRUGTION DOGUMENT5. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM PAN5GO ENGINEERING, LLG PRIOR TO INSTALLING P05T-IN5TALLED ANCHORS IN PLACE OF MISSING OR M15PLAGED GA5T-IN-PLAGE ANCHORS. 2. CARE SHALL BE TAKEN IN PLACING P05T-IN5TALLED ANCHORS TO AVOID CONFLICTS WITH EXI5TING REBAR. 3, HOLES SHALL BE DRILLED AND GLEANED IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS (MPII). 4. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN TH05E SPECIFIED BELOH SHALL BE SUBMITTED BY THE CONTRACTOR TO DE ALONG WITH CALCULATIONS THAT ARE PREPARED 4 SEALED BY A REGISTERED PROFE55IONAL ENGINEER. THE GALGULATION5 SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT 15 CAPABLE OF ACHIEVING EQUIVALENT PERFORMANGE (MINIMUM) VALUES OF THE SPECIFIED PRODUCT U51NO THE APPROPRIATE DE516N PROCEDURE AND/OR STANDARD(5) AS REQUIRED BY THE FLORIDA BUILDING CODE. 5. PROVIDE PERIODIG SPECIAL INSPEGTION FOR THRESHOLD BUILDINGS FOR ALL ADHESIVE AND MECHANICAL ANCHORS PER THE PRODUCT'S FLORIDA PRODUCT APPROVAL. 6. CONTACT MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND INSTALLATION OF ANGHOR5 AND FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY. GALL 51MP50N STRONG -TIE AT (&00) qqq-50g11. GALL HILTI AT (8(b6) 445-8821. 1. MECHANICAL ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH AGI 355.2 AND IGG-E5 AGIg3 FOR CRACKED AND UNGRAGKED CONCRETE RECOGNITION. PRE -APPROVED MECHANICAL ANCHORS INCLUDE: A) 5CREH: 51MP5ON STRONG -TIE "TITEN-HD" OR HILTI "KHIK HU5-EZ" B) EXPAN5ION: 51MP50N 5TRON6-TIE "STRONG -BOLT 2" OR HILTI "KHIK BOLT TZ" 8. ADHESIVE ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH AGI 555.4 AND IGG-E5 AC508 FOR CRACKED AND UNGRAGKED CONCRETE RECOGNITION. ADHESIVE ANGHOR5 SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS PER AGI 318-14 02.2. 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.2.1). PRE -APPROVED ADHESIVE ANCHORS INCLUDE: A) EPDXY: 51MP50N 5TRONG-TIE "5ET-XP" OR HILTI "HIT -RE 500-5D" B) FAST CURE: 51MP50N STRONG -TIE "AT-XP" OR HILTI "HIT-HY 200" 4.5. 10. PO5T-IN5TALLED ANCHORS INTO MASONRY I. MECHANICAL ANCHORS INSTALLED IN 50LID-GROUTED CONCRETE MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH IGG-E5 AGOI OR ACI06. PRE -APPROVED MECHANICAL ANCHORS INCLUDE: A) 5GREH: SIMP50N STRONG -TIE "TITEN-HD" OR HILTI "KHIK HU5-EZ" B) EXPANSION: SIMPSON STRONG -TIE "STRONG -BOLT 2", "WEDGE -ALL" OR HILTI "KHIK BOLT 3" 2. ADHESIVE ANCHORS INSTALLED IN 501-I0-67ROUTED CONCRETE MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH IGG-E5 AG58. PRE -APPROVED ADHESIVE ANCHORS INGLUDE: A) EPDXY: 51MP50N STRONG -TIE "SET-XP" B) FAST CURE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 10" 3. ADHESIVE ANCHORS INSTALLED IN HOLLOW CONCRETE MASONRY 4 UNREINFORGED CLAY BRICK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH IGG-E5 AG58 OR AG60, RESPECTIVELY. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: A) SIMPSON 5TRONG-TIE "SET" OR HILTI "HIT-HY 10" 4. THE APPROPRIATE SCREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANGHOR5 INSTALLED IN HOLLOW CONCRETE MASONRY OR UNREINFORGED CLAY BRICK MA50NRY AS REQUIRED BY THE ADHESIVE MANUFACTURER. 4. 6. MICRO -LAM LUMBER: 4. b. I. MIGRO-LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2000,000 P51 Fb = 2,g50 PSI Ft = 1050 P51 Fc = 500 P51 (PERPENDICULAR) Fc = 2300 (PARALLEL) 4.1. STEEL: Fv = 285 P51 4. 1. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4• �• 2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE HITH A.I.5.G. "5PEGIFIGATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 1. 3. STRUCTURAL STEEL: A5TM A36/36M 08. 4.1. 4. STEEL TUBING: A5TM A500-10, GRADE B. 4. 1. 5. WELDED GONNECTION5: E10XX ELECTRODES, MINIMUM 51ZE FILLET HELPS 3/16", AH5 CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH 51DE OF THE HEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 1. 1. THE STEEL FRAME 15 "NON -SELF 5UPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4. 8. SO L: 4. 8. I. THE FOOTING IS DESIGNED BASE ON 2000 P5F 501L BEARING PRESSURE. GONTRACTOR/OHNER SHALL VERIFY 501L BEARING PRE55URE OF THE PROP05ED SITE. 4. 8. 2. ALL 501L 15 TO BE GLEAN d P015ONED FOR TERMITES PER FBG 6TH EDITION (201-7) RESIDENTIAL SECTIONS R318.1, R318.2, R318.3, d R318.1 TERMITE PROTECTION - PLAN5 MUST SPEG I FY TYPE OF TERMITE TREATMENT • 501L CHEMICAL BARRIER METHOD • OTHER TREATMENT - MUST SPECIFY PROPOSED METHOD AND SUBMIT DOCUMENTATION, HHI SUBSTANTIATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTECTION SYSTEM OR METHOD. IF GHEMIGAL SOIL TERMITE TREATMENT IS U5ED I. FBG 105.11- "A PERMANENT 51ON HHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPEGTION AND TREATMENT CONTRACT RENEHAL SHALL BE PROVIDED. THE 51ON SHALL BE P05TED NEAR THE HATER HEATER OR ELEGTRIG PANEL" 2. CONDENSATE AND ROOF DOHN5POUT5 SHALL 015GHAROE AT LEAST 1'-0" AWAY FROM THE BUILDING 51DE HALLS. 3. IRRI6ATION/5PRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN P-O" OF THE BUILDING SIDE HALL. 4. FBG R3153 - IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, CLEARANCE BETHEEN EXTERIOR HALL COVERINGS AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING HALL NOT BE LE55 THAN 6 INCHES (152 MM) EXCEPTIONS: I. PAINT OR DECORATIVE GEMENTITIOU5 FIN15H LE55 THAN I INCH (11.1 MM) THICK ADHERED DIRECTLY TO THE MA50NRY FOUNDATION SIDEHALL. 2. ACCESS OR VEHICLE RAMPS HHIGH R15E TO THE INTERIOR FIN15H FLOOR ELEVATION FOR THE WIDTH OF SUCH RAMPS ONLY. 3. A 4-INGH (102 MM) INSPECTION SPACE ABOVE PATIO AND GARAGE SLABS AND ENTRY AREAS. 4. IF THE PATIO HAS BEEN I A F TERMITES, THE FIN15H ELEVATION 50 L TREATED OR TE TES, E 5 ELEVA 10 MAY MATGH THE BUILDING INTERIOR FIN15H FLOOR ELEVATIONS ON MASONRY CONSTRUCTION ONLY. 5. MA50NRY VENEERS GON5TRUGTED IN ACCORDANCE WITH 5EGTION R318.4. 5. R316.1.1 IF 501L TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BAGKFILLIN6 AND COMPACTION IS COMPLETE. 6. R318.1.2 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 501L AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED WITH A CHEMICAL 501L TREATMENT INCLUDING SPACES BOXED OR FORMED. 1. R318.1.3 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY U51NG PLASTIC OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED 501L D15TURBANGE AFTER INITIAL CHEMICAL 501L TREATMENT. 8. R318.1.4 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICALLY TREATED 501L SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT 15 REQUIRED. ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR 15 POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. q. R318.1.5 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL 501L TREATMENT, TO ENHANCE VERTICAL PENETRATION OF THE CHEMICALS. 10. R318.1.6 IF 501L TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICAL 501L TREATMENTS SHALL AL50 BE APPLIED UNDER ALL EXTERIOR CONCRETE OF GRADE WITH I FOOT (305 MM) OF THE PRIMARY STRUCTURE 51DEHALL5. ALSO, A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION 15 COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIOATION/5PRINKLER INSTALLATION. ANY 501L DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER 15 APPLIED SHALL BE PROMPTLY RETREATED. 11. R3I8.11 IF A REC715TERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTION R318.1.1, THROUGH SECTION R318.1.6 DO NOT APPLY; HOWEVER, A SIGNED CONTRACT A55URING THE INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS FROM THE 155UE OF THE CERTIFICATE OF OCCUPANCY 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 DIRECTIONS FOR U5 REQUIRE A MONITORING PHASE PRIOR TO INSTALLATION OF THE PE5TIGIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE MONITORING PHASE COMPONENTS SHALL BE DEEMED TO CONSTITUTE INSTALLATION OF THE SYSTEM. 12. R318.1.8 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A HOOD TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTIONS R318.1.1 THROUGH R318.1.6 DO NOT APPLY. APPLICATION OF THE HOOD TREATMENT TERMITIGIDE5 SHALL BE AS REQUIRED BY LABEL DIRECTIONS FOR USE, AND MUST BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. 13. R318.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITIGIDE5, INCLUDING 501L APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, REGISTERED TERMITIGIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE 155UED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAH5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 14. R316.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E-GONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM HALL THICKNESS OF 0.010 INCH (0.25 MM), AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 15. R318.3 GLEANING. CELLS AND CAVITIES IN MASONRY UNITS AND AIR GAP5 BETHEEN BRICK, STONE OR MASONRY VENEERS AND THE STRUCTURE SHALL BE GLEANED OF ALL NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE HOOD, OR OTHER GELLUL05E-CONTAININ6 MATERIAL PRIOR TO CONCRETE PLACEMENT. EXCEPTION: INORGANIC MATERIAL MANUFACTURED FOR GLO5ING GELL5 IN FOUNDATION CONCRETE MASONRY UNIT CONSTRUCTION OR GLEAN EARTH FILL PLACED IN CONCRETE MASONRY UNIT VOIDS BELOW 5LA13 LEVEL BEFORE TERMITE TREATMENT 15 PERFORMED. 4. 8 .3. 501L 15 TO BE COMPACTED TO 015% MODIFIED PROCTOR A5 DEFINED BY A5TM D 1551-12el NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. OR SENTRIGON 5Y5TEM TO BE USED 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-GOR" PRODUCT OR 5ENTRICON SYSTEM, METHODS MUST BE DETERMINED AT PERMIT STAGE . 2) PRESSURE TREATED LUMBER THAT HAS BEEN OUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF HOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT IN5EGT INFESTATION. REG2U I RED SAFETY GLAZING IN HAZARDOU5 LOCATI ON5 SAFETY 64-AZIN6 (RE: FRG R30&.4) R306.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING: I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF 5HIN61N6, 5LIDIN6 AND BIFOLD DOORS. EXCEPTIONS: I. GLAZED OPENINGS OF A 51ZE THROUGH HHIGH A 3-INGH DIAMETER (76 mm) SPHERE 15 UNABLE TO PASS. 2. DECORATIVE GLAZING. 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE GON51DERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXP05ED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWIN6 CONDITIONS: I. WHERE THE 6LAZIN6 15 WITHIN 24 INCHES (610 MM) OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. 2. WHERE THE GLAZING 15 ON A HALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES (610 MM) OF THE HINGE 51DE OF AN IN-5HIN61N6 DOOR. EXCEPTIONS: I. DECORATIVE GLAZING. 2. HHERE THERE IS AN INTERVENING HALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. HHERE ACCESS THROUGH THE DOOR 15 TO A CLOSET OR STORAGE AREA 3 FEET N14 MM) OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 4. GLAZING THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO DOORS 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE WINDOW THAT MEETS ALL OF THE FOLLOHIN6 CONDITIONS: I. THE EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN q SQUARE FEET (0.836m=); AND 2. THE BOTTOM EDGE OF THE GLAZING 15 LESS THAN 16 INCHES (45-7 mm) ABOVE THE FLOOR; AND 3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INCHES M14 mm) ABOVE THE FLOOR; AND 4. ONE OR MORE HALKIN6 SURFACE ARE WITHIN 36 INCHES N14 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: I. DECORATIVE GLAZING. 2. HHEN A HORIZONTAL RAIL 15 INSTALLED ON THE ACCESSIBLE 51DE(5) OF THE GLAZING 34 TO 38 INCHES (846 TO q65) ABOVE THE HALKIN6 SURFACE. THE RAIL SHALL BE CAPABLE OF HITH5TANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (750 Wm) WITHOUT CONTACTING THE 6LA55 AND BE A MINIMUM OF 1 1/2" INCHES (38 mm) IN GROSS SECTIONAL HEIGHT. 3. OUTBOARD PANES IN INSULATING GLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS HHEN THE BOTTOM EDGE OF THE GLASS 15 25 FEET (7620 mm) OR MORE ABOVE GRADE, A ROOF, HALKIN6 SURFACES OR OTHER HORIZONTAL (WITHIN 45 DEGREES (O.cM RAP) OR HORIZONTAL) SURFACE ADJACENT TO THE GLA55 EXTERIOR. 4. ALL GLAZING IN RAILIN66 REGARDLESS OF AREA OR HEIGHT ABOVE A HALKIN6 SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NON5TRUGTURAL INFILL PANELS. 5. GLAZING IN HALL5, ENCLOSURES OR FENCES GONTAINING OR FACING HOT TUBS, 5PA5, HHIRLPOOL5, SAUNAS, STEAM ROOMS, BATHTUBS, 5HOWER5 AND INDOOR OR OUTDOOR 5HIMMIN6 POOLS WHERE THE BOTTOM EXP05ED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO 51NOLE 6LAZIN6 AND EACH PANE IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT 15 MORE THAN 60 INCHES (1524 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE HATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR 5HIMMIN6 POOL OR FROM THE EDGE OF A 5HOHER, SAUNA OR STEAM ROOM. b. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 36 INCHES (4114 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF 5TAIRHAY5, LANDINGS BETHEEN FLI6HT5 OF STAIRS AND RAMP5 SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: I. WHERE A RAIL 15 INSTALLED ON THE ACCESSIBLE 51DE(5) OF THE GLAZING 34 TO 38 INCHES 064 TO 0165 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF HITH5TANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT ('130 N/M) WITHOUT CONTACTING THE GLA55 AND HAVE A CRO55-5ECTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INCHES (38 MM), 2. GLAZING 36 INCHES (c114 MM) OR MORE MEASURED HORIZONTALLY FROM THE HALKIN6 SURFACE. 1. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING 15 LE55 THAN 36 INCHES (0114 MM) ABOVE THE LANDING AND WITHIN A 60-INGH (1524 MM) HORIZONTAL ARG LESS THAN I80 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTION: THE 6LAZIN6 15 PROTECTED BY A GUARD COMPLYING WITH SECTION R312 AND THE PLANE OF THE GLASS IS MORE THAN 0 INCHES (45-7 MM) FROM THE GUARD. NOTE: IT 15 THE GONTRAGTOR5 RE5PON5113ILITY TO REVIEW ALL DRAWINGS BEFORE CON5TRUGTION BEGI145. DAN5GO ENGINEERING, LLG 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THI5 PROJECT ONLY. ANY D15GREPANGY BETWEEN FIELD CONDITIONS, OTHER DE51ON PROFE5510NAL5' SHOP DRAHING5, GONTRACTORS' BUILDING METHODS, AND THE5E SIGNED AND SEALED DRAHIN65 MU5T BE BROUGHT TO THE ATTENTION OF FLORIDA DE51ON SOLUTIONS, ING. PRIOR TO THE GOMMENGEMENT OF GON5TRUCTION. ATTENTION: GHEMIGAL GHANGE5 IN PRE55URE TREATED HOOD5 A5 OF DEGEMBER 315T, 2003, GHROMATED COPPER ARSENATE (GGA-G) HILL NO LONGER BE PRODUGED FOR RE5IDENTIAL OR GENERAL 6ON5UMER USE. SEVERAL NEW PRESSURE TREATED HOOD ALTERNATIVES HAVE BEEN CREATED TO REPLAGE GGA-G. MANY OF THE NEW PRE55UFZE TREATED WOODS U5E GHEMIGALS THAT ARE GORRO51VE TO STEEL. IT 15 THE CONTRAGTOR'S RE5PON5115ILITY TO VERIFY THE TYPE OF HOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RE515T CORROSION. FOR EXAMPLE, AGO-G, AGO-D, GBA-A, OR GA-15 REQUIRE HOT -DIPPED GALVANIZED OR 5TAINLE55 STEEL FASTENERS. DOT 50DIUM BORATE (515X) DOE5 NOT. HORST GA5E DE51ON PRE55URE TABU BUILDING DATA WIND SPEED 140 MPH (Vasd 108 MPH) WIND EXPOSURE -- 'C' (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING:) WORST CASE (10 SF - END ZONE) 0 END ZONE 15 ONLY WITHIN 5'-0' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS (ASD PRESSURES) 140 MPH + 25b PSF / - 343 PSF (END) UNLESS NOTED ON FLOOR PLANS + 25b F15F / - 21.1 PSF (INTERIOR) UNLE55 NOTED ON FLOOR PLANS GARAGE DOORS (ASD PRESSURES) SINGLE 9x1 + 223 PSF / - 253 PSF DOUBLE 16x1 + 21A F15F / - 23.8 PSF -711 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 N Z uj O arnL^ ate^ pQ� LIP } u- rNn z Z tn- H w ZLu O U CL L1J Lu W Lu a cn = o C/) 1 m N W Z Q O mm U O Z Lu U Z � Z 00 V) O � CL V) TO THE BEST OF THE ENGINEERS 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 VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. OW19 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 CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHRIITED. 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 VERSIW_ ' &f.02.11.19 ha ,'lam C\I s- ... CV I1_ y s, G� IBC r>, xgrac;c+A�r� c� cv cn CD fL 2 O w co co J z Q LL = 0 W U` r 3 N Qv �cci �N W L00 %- W Z Q w = LJj 1`14 LLi 5 W ❑ ❑ SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 390441 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH SIN LO O co O 1 N co 11q' CN LO r- FILL CELL STD. 90° HOOK BOND BEAM RAFTER SPAN TABLE MEMBER SIZE AND SPACINGfu MAXIMUM LENGTH MEMBER CONNECTIONS, 2' X 4' 0 16' O.C. 11-5' (2) Ibd TOENAILS 2' X 6' a 16' O.G. 10'-8' (2) Ibd TOENAILS 2' X 8' a 16' O.G. 13'-9' (3)16d TOENAILS 2' X 10, 0 16' O.C. 16'-5' (1) USP HTW20 OR (3) l6d TOENAILS 2' X 12' 0 16' O.C. 19'-3' (U USP HTU 20 OR (4) 16d TOENAILS 2' X 4' 0 24' O.G. 61-1' (2) Ibd TOENAILS 2' X 6' a 24' O.G. 81-6' (2) l6d TOENAILS 2' X 8' o 24' O.G. 11'-0' (2)16d TOENAILS 2' X 10' to 24' O.G. 13'-0' (3) l6d TOENAILS 2' X 12' * 24' O.G, 15'-4' (1) USP HTW20 OR (3) lbd TOENAILS • TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (ie. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING `D2 x 4 MEMBER TO BE SYf I NON -DENSE OR BETTER COMPONENT & CLADDING DESIGN PRESSURE (140mph (Vast = 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 ZONE1 ZONE2 ZONE3 ZONE4 ZONE5 10 17.1 -26.6 17.1 -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 from the building surfaces. 4. Table values have been multiplied by 0.6 to convert component and cladding pressures to ASD. LU in ROOF DIAPHRAGM NAILING 5GHEDULE O ITI/_C I II.IC '^ LISP + + + + + "+ + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + /++.., + 6' .I (�,) + + 6'-0" + + + +++ + + + +++ + + + + ++ + + + + + + ++ + + + + + + + + + + + + ++++ + + + + +\+.+ ++ + + + + + + + + + ?+ + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + ++ ++ + + + + + + w cr � STD. 90" � CONT. #5 MUGT15 TYP. L101I GIRDER TRUSS wlv 1. ffa BAR HOOK tiAK ZA I UP PLA I t 15/32" COX PLYWOOD OR 1/16" 055 (FOR 5HIN&LE) Iq/32" COX PLYWOOD OR 05B #5 CONT. FROM FOUNDATION C TO HIGHEST BOND BEAM 5/8.0 THRU BOLT rr (FOR TILE) BEAM STEP 2 X 6 (MIN) B.U.0 BOND 106E LINE 140 MIPH 3 SECOND 605T EXPOSURE 0I WIND ZONE 140 HI 3 SEGOND OUST EXPOSURE *Gs HIND ZONE SCALE: N.T.S. USP (FOR 5HIN6LE) (FOR 5HINOLE) MUGT15 TYP. + + + + + 44"" O.C. 0 GABLE END HALL OR &ABLE TRU55 RSRS-0I NAILS ®6" O.G. NTERMEDIATE /-2nd FLOOR 2 30" INCH NAIL LENGTH 2 3/8" INCH NAIL LENGTH PLAN FOR MORE INFO (FOR TILE) (FOR TILE) CONT. BASE PLATE `::.. R5R5-OI NAILS 0 6" OG 4 4" OG a 6ABLE END R5R5-01 NAIL5 a 6" OG EDC-E5 I BEARING COLUMN TYPICAL USP MUGT15 TO HTA 20-18 / HTA 20 WALL OR 6ABLE TRU55 R5R5-01 NAIL5 Oil 6" Or, INTERMEDIATE 0.120 INCH NOMINAL SHANK DIAMETER (MIN) 0,120 INCH NOMINAL 5HANK DIAMETER (MIN) SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @MID SPAN 3 INCH NAIL LENGTH 3 INCH NAIL LENGTH COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI I) R5R5-OI IS A RING SHANK ROOF SHEATHING NAIL MEETING THE SPECIFICATIONS IN ASTM FI667 2) SEE STRUCTURAL NOTES FOR 5HEATHIN6 SPECIFICATIONS AND WIND SPEED. NOTE: 3) END JOINTS OF THE ROOF 5HEATHINO SHALL BE 5TA66ERED AND OGGUR OVER FRAMING MEMBER. MASONRY WALL OR LOCATION OF UPLIFT VALUE 4) SCHEDULE ASSUMES SHEATHING 15 FASTENED DIRECTLY TO SOUTHERN YELLOH PINE OR DOUOLA5 FIR OR BETTER. INTERIOR BRG. WALL SECOND RT16A IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT DANSGO ENGINEERING, PER PLAN -•••••• ..... IS BASED ON LLG FOR ALTERNATE FOR NAILING PATTERN. OTHERWISE SOLID %� S.P.F. BLOCKING TO MATCH ` y # OF 2nd FLOOR Solid block all posts from �``�' above to bearing below. STUDS � USP RT16A USING SECTION @ INT. BRG. WALL 17-8d x1 1/2" NAILS DOUBLE JOIST CONSTRUCTION CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE GRAVITY(100%) UPLIFT(LEIS) LATERAL, _ CONNECTOR GRAVITY(100%) UPLIFT(LBS) ILATERAII FASTENERS CONNECTOR I F2(LBS) FASTENERS I I F2(LBS) SYP SPF SYP I SPF SYP SPF SYP I SPF MASONRY/CONCRETE APPLICATIONS MASONRY/CONCRETE APPLICATIONS HTA16 1870 1608 710 611 9-10dx 11/2" HHETA16 1 2120 1 1781 1 770 30-10d x ll/2" HTA20 1870 1608 710(611) 9-10dx 11/2" HHETA20 2120 1 1781 1 770 10-10d x 11/2" 9-10d x 11/2" & (4)1/4" x 13/4" RT16M 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. HTT16 3610* 3105* HTT4 3610* 3105* 8" EMBED. W/ 8" EMBED. 18-10d & (1) 5/8" 0 A.B. WJ 26-30d & (1) 5/8" 0 A.B. W/ 8" HTT45 - - 3812* 3625* - H1T5 - - 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) SOS 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* LTT19 1330* 1125* EMBED. 6" EMBED. 18-10d x 11/2" & (1) 5/8" 0 A.B. LTn31 - - 2805* 2412* - NONE W/ 6" EMBED. 22-10d & (1) 5/8" 0 A.B. W/ 12" 22-10d & (1) 5/8" 0 A.B. W/ 12" MUGr15 2556** 2551 IVGT 2556** 2556** EMBED. EMBED. (12) 1/4" x 3" WOOD SCREWS & (4) (18) SDS 1/4" x 3" & (2)1/2" x 5" RFUS 7300 6106 (2) FGfR 8885 6395 3/4" x 6" DeWalt SCREW -BOLTS TITEN HD EA. FGTR FRAME APPUCA71ONS FRAME APPLICATIONS RT7 Sw 495 120 (120) 5-8d x 11/2" & 5-8d H2.SA 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 1285 18-Sod x 11/2" RT16-2 1060 935 410(330) 16-8d H10A-2 1080 930 1260(225) 18-10d x 11/2" SPT22 735 632 275(236) 8-10d NONE SPT24 1090 937 275236 12-10d SPT4 875 753 - 6-10d x 11/2" SPTH4 2195 1 2898 12-10d x 11/2" MUGT15+ 24-10d &(1) 5/8" 0 BOLT MGT+ 22-10d & (2) 5/8" 0 BOLT PHD4A 3852*** 3313*** _ 8 1/4" x 3" WOOD SCREWS HOU4 SDS2.5 I 3965*** 1 3285*** 525 (10) SDS 1/4" x 2 2/2" LUGT2 2260 1900 505(425) 32-10d NONE HTW20 1530 1285 20-10d LSTA18 1235 1110 14-10d LSTA18 1235 1115 14-10d LSTA24 1235 1235 16,10d LSTA24 1235 1235 18-30d LSTA30 16401 1640 22-10d LSTA30 1640 1540 22-10d LSTA36 1640 I 1640 22.10d LSTA36 1640 1640 24-10d HUNG APPLICATIONS HUNG APPLICATIONS MSH29 2865 2200 715 570 1 10.30d&4-30d NONE HUS26 2760 2430 2035 1630 1 20'16d THD26-2 2770 2382 2340 2012 18-16d & 12-10d THDH26-2 4375 3850 2865 2290 - 28.16d HD28 1230 3057 760 653 8.16d & 4-10d x 11/2" HUS26 1 1562 1 1342 1 880 1 756 1 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 1 24-16d & 30-16d HD210-2 2155 1895 1170 1030 14-16d & 6.30d HU210-2 2382 1 2048 1 1516 1 1308 1 16• 16d & 8-10d THDH210-2 9020 7965 4445 1 3555 58-16d NONE KLEG3 (2) 3/4" 0 A307 THRU BOLTS INTO (2) 3/4" 0 A307 THRU BOLTS INTO FLANGE TOP W/TOp 11980 - 3845 GIRDER & (4) 3/4" 0 A307 THRU 13045 - 3845 - GI RDER & (4) 3/4" 0 A307 THRU 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+ CAPACITY FOR CONCRETE APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 8" EDGE DISTANCE ON CONCRETE & SET IN SIMPSON SET-XP EPDXY «« CAPACITY FOR MASONRY APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 23/4" EDGE AND 20" END DISTANCE INTO TOP OF FULLY GROUTED CMU WALL & SET IN SIMPSON 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. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 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 (Not required if both loaded equally from above) N.T.S. UPLIFT -1IOU* AAf• •. . Filler blocking r 1/8" min. }Small gap 2"min ` 1/8" gap 4 max. r r �ti 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. Tight fit 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 2x4/Plywood/OSB web stiffener 2"min. 4" 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" D.C. clinched when possible. Stagger rows from opposite required when indicated or Max. Web Stiffener Fastener Schedule Joist BearingLocation Series De th I End Intermediate 0 BCI5000s 9-1/2" 1 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 1 2-8d - BCI 6000se BCI6500s® 9-1/2" J1-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60se 11-7/8" 2-8d 3-8d 14" L 2-8d 5-8d 16" 1 2-8d 6-8d BCI 90se " -1 d 3-16d 14" 5-1 5-16d 16" 1 6-16d 6-16d TYPICAL HUS INSTALLATION TYPICAL RT16A INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR • SIZE AND QUANTITY • •� OF FASTENERS •s rii o OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmo th cuts. - Birdsmouth cuts. N.T.S. e G -Under 2nd floor column w/loads N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR TYPICAL HTA 20-18 / HTA 20 SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall INSTALLATION TYPICAL MTW INSTALLATION BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls: - for vertical load transfer Plumbing Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists bearing wall must stack meet over wall, or wall stacks directly over wall or TASLE 1 .1.1 Load " over beefing blocks and beam below Load bearing wall must stack over _ _; tJNDERLAYMENIT TABLE Non -stacking walls wall or beam below." blocking and wall or beam below." - require additional ' Joist consideration. Check local building When joists meet over wall, provide code for appropriate C1/16 1 3/4" minimum bearing for each. I -Joist can be offset to details in One 10d box vertical al avoid l vertical plumbing areas=20 of high or-20 sinker lateral load. nail each side 3" max at bearing. JOISTS OFFSET N.T.S. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block 10d nails SECTION @TNT. BRG. WALL require additional consideration. (2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE Nail with 10-10d nails. IN BEARING ZONES (see table below) KNKT EXEMPTS) D Install tight to top flange. (OCOU (see table below) DO NOT cut, notch Joist hanger or drill flanges A %" ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6 6 Filler block. CANTILEVER LARGER THAN 1yz" Nail with THE WEB. PROVIDE AT ROUND IN 10-10d nails. LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top FROM OTHER HOLES mount hanger load exceeds 250 lbs. MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS RE QUIRED HOLED GREATER THAN 1y2" Install tight to top flange. -�} r }Y 1-11 2-4 2' 3.2E . ..,.... ei+�xWn venxdi?aS 1 tt kwe A II w� P'�l fl -7** A 16 dal .. 12 1'- * T-11" 1, Z' 1' 2" 1'-'3' 1'�9►" -4" 2'-11 "` 3, 7 '-2 ` " 3� . 1 /4"-2" 9aP Ertl 1 4-tJ'° 5 -4 ° Span tE} ......... ......... 16 1A 1A,1„ 1�2.° 1�2,. V-T'2 5'° 3-2"" 3-10" 4" " 5 �* G`4• 7' 2'" 2O V-0" V-1„ 1' 2„ 1'-2" 2-0" 3-9' 7'-11" 8'-1i•' 24 1 1,-0," 1,_1," 1' 2" 1'-3" 2'-6° 1 3-7°` 4-9' 5-19" 7' 2" 9-4" 9•6" ICI' Backer Block "Top Mount" "Face Mount" Roof Slope 2:12 and Roof Roof Covert 1 L4 lorlaymom Roof Slope i and Ufttertayn*nt c?f Less Than412 Undlodaymont Anwhirilon1" Greater Altscl trW tJrF4berialylsa�ertt ASTNI D226 Type I or It j ASTM D226 Type It ASTM D4869 Type It, til or Ind i 1 ATM 04869 Type IV 2 Asphalt shingles R90.2 ; ASTM D6757 I ASTM D6757 ASTMD1970 3 ii19i0 _._...- ..................__... Concrete and Clay The m . .., . _..__........................ m n., ...._...............�.................._. 1 See Section R905.3, 3 R905 3 _ -. ... ._.w........ _- 1 ASTM D226 Type I or It .-._ - ......... ASTM D2.26 Type 11 _-----...._..-_........... Motal root shingles ASTM D4869 Type 1i, I1I or IV 1 1 ASTId Li4869.Type rV 2 RW5.4 I ASTM D6757 _ ASTM f11970 3 ASTM D1970 3 ASTM D226 Tye I or It I __. Mirwal-surfaced role ': ASTM D4869 type 11, 111 or IV i 1 ASTM D226 Type It 2 naafi I ASTM D6757 ASTM D4869 T lv Type ASTM D1970 3 ASTM D1970 3_._ _..............rt.........__............. ............... _... ............_..........._...... ASTM D226 Type I or 11 .........._. Slate and slate -typo j ASTM D4869 Type tl 111 or IV Z ASTM D226 Type it 2 shingles I ASTM; D6757 ASTM 04869 Type IV R8Si5.6 3 ASTM D1970 3 ASTM D1970 Wood shingles ASTM D226 Type I or 11 ASTM D226 Type it RN5.7 ASTM D4869 Type II, III or IV 1 ASTM D4669 Type IV 2 Wood shakes - I LinVed to roof Islopes 4; 12 and ASTM D226 Type It 2 R9t15.8 i LYreater ASTM D4869 Type IV ASTM D226 Type I or It ASTM D226 Type it Mew roof paltefs 1 TNt D4869 Type if, III or tV 1 ASTM D4869 Type FV 2 R905.10 A STIvt D6757 �} ASTM DI ASTM D1970 ! 3 ASTM D19T0 3 ? ASTM D226 Type I or it ASTM D226 Type it fxllotavotiatic Thing s ASTM D4869 Type 11, ill or IV 1 ASTM D4 Type IV 2 1190517 ASTM D6757 I ASTM D6757 ASTM D1970 t 3 ASTM D1970 3 NOTES: Backer block shall be tight Backer block shall be fight *Until eynrerrl AttftKnwt 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with 1 Roof ftpe4 fwm twa onAs toeftei In 12 tiI ft£ Rzontaf (37-parcaht skpe1, ana Liam toot UtA% "decal In 12 unit• hori rSal (33-perveot slope). AppfE 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top a 13-Wcia;4153 mmr strip 4f vNufartalm'"I Tilt W" 10 1014 star& at OW GGvaa. fasts 118 tMid in pia. Starmg at the Gave, apply - 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. imhwide 014 mm.) $beats of vftovdsyment. 0VW1WVn2 saseasSWO $hints fp Inch" (483 mm), ails# WM Shag be 8 Rhea and obit be sets. by 6 rent_ The 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS eb stiffner as vndofayment sW be afhrched to a nay deck with C°nnsion' ant bastoom *0 one' ca' 'et In theftid of the atraa3 wilb a mexlraxwn fsstaner THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger a fl Inch" a ro "°"') o.r aaaa8 area ww of the and side ts� tcaps s d s hove a trick essmm) o e Etnderteyrstanf staz� 1Aa aft metased , mp r-dm L:r �1 g p(A*tk smp ss T t¢ rpmersGt cc4 dlGmGfoa o" n>,rt � then T inel£. MOWcaps BiaaN PsevG o tR�kraasss of r30t Ie44 dYan 32-gs) sh6Gt szn�l. Power-aklti+er. A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet "Teter c,60%shell heve a milli wm IBwknea$ of n o1(1 omb rnlan thatarrrws of the scam odgootplastic ce8v, shall be 0 03511 Trio cop na8shank snag 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height be not Tars UlAn D 083 vKh for rft tbank rep noft and 0.0011 krch for saroofh shw* cars naut Cap nail stw* shy have a lend serRS ww to penetrate MEMBER CONDITIONS. requirements enggh TtrG roof smathi" 01 not brssI"A it. sxh into the mot S oamity. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF ..1 Roof 03pas of four units ver*ol In 1.2 units 11000Ha1(334Ntreent raDpei or Waster. Uncladaymant Shirr be applied slhI faanktn, p•raaGl to and startlino THE LARGEST HOLE. , 6 X Joist from the ease and tapped 4 inches (St mm), and baps %has be 6 lmhos and sham be affsef by 6 fast. The underbynient sfuat be atiethed to a rRaBaoie duk 7. 1y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. D depth ; two stalgiered row8 if, ire fto of the shots with a mmdrnum festam spaetI of 12 kpctwo cm5 rrHT;y o.c.,. am one rove at ttra end "ace testerdfd 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %2" KNOCKOUT HOLES TURNED WITHER • • • 6 M41I (I SZ rpm,) O G uoldtsfay""I she# be Gtfachad voting aroa" Of pialtic Cap daft wan a navninal cap diameter of not Ins than t inch. Sd" zaps ohm have a thiskA&Sa of riot teas than 32-900 shier "at PO*W-Thiess Mattel ems shell Bravo a rrababMM "lick"" of 0,010 aheb, Mints arfs tl** tsa of ft UP OR DOWN. wta+da ad" of plI carte shiM be fl tk3S Inch The cap nazi stailinls shall W not Lass tlttrt 0.W3 Inch fN>f 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS cap tT GrKt c. 1 inch forsBrasik cap a k:Gp rrGt SBLGnA sfpat have a te�iff+ att'AtelsraT to partafxate lftrtattr,�ts TOLE as not faze Own an r!, InsBs irda ttsa rrvf StxtlhI PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE w. Roof slag Arom II wvb verticalt 12 v he4tzanLat tf 7-pttcttht ) mad greatet. T"he ent" fftf deck shag be &ovared wisp an *waved Bali POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. I -JOISTS BUCKETS 1 n oMW" tom" ASTM 019?0 *n ce " the Undedayrnent Tram"curers Ana root covering aTWWfastpprer'a fttatlatlan a:sarrgti"S for the data , roof v>aetiesfkBrz £ANT aw ctirnate sxpaauufe fW tine Easy, to to . HOLE CUTTING CHART N.T.S. Ex�� f8 m"hvllTam" 44ncn- a f102 min) $trrip te a- WyRWt _ 1 ASTM 01970. IrMeW In N.T.S. wto dw-e *im the anu%et.f eii# nctiam lk: f reef a k m deria8 sflat b oves all f ': in MIS mof det:Ma q An uza ttoya t As st as be applied pear Ma w4ft, raaaf aver line 44nch49kia (102 mm) mwnt swe Strips. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813,645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 O N Z O o fno Z Q�JLi z ce W�yzJ 3 J O Mill U V) LL.I L U w � l% t) .- _._I 1 m Q 0 ca J IO ca Z LU 0 F'- Z 00 (n O � (Z TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PUNS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vast = IO MPH), 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 LS SIGNED AND SEALED, SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. GM 19 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 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 VER 1d1J.fJ0. T'.0 Y 0-Q ' '1,19 . 5 C= ; n Cz r1 C- 04 O w m Y Z 0 w Lu = U U z 3 QN =� t j� UJ w� _10 DO LU � * LU* Z Q u.i = Lli w 53 W ❑ ❑ SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 390441 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH SNI 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 6 R-19 KRAFT FACED R-30 BLOWN- IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING CONDITIONED CEILING (INSTALL 1/2' HIGH STRENGTH (U.N.O.) W/ 2-I6d TOE NAILS • EACH END DANSCO (INSTALL BAI=EELS AT EA1/E) (OR % GYP. TYPE 'X' • GARAGE GARAGE SEPARATION W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ENGINEERING, LLC REFER TO UNDERLAYMENT TABLE ON SHEET SNl R-11/R-13 KRAFT FACED CONNECTIONS. PROVIDE (1) USP HTW20 WHEN P.O. BOX3400 FOR UNDERLAYMENt REQUIREMENTS t PROVIDE: (GARAGE / LIVING) TRUSS ALIGNED WITH SCUD BELOW I/2'OR 5/8' HIGH STRENGTH BOARD Apollo Beach, Florida 33572 FOR LAYERS NDER FOR EN < SLOPE < 4:T S.PF. DOUBLE (UN.Oa (OR 5/8' GYP. TYiE 'X' • TRUSS BOTTOM CHORD OR 2x4 p.813.645.0166 TOP PLATE BLOCKING W/ 2-16d TOE NAILS 1.813.645.9698 (1) LAYER FOR SLOPE >_ 4:12 8 x8 xlb NOMINAL BLOCK WITH GARAGE W/ A HABITABLE ROOM •EACH END www.danscoengineering.com PRE ENGINEERED WOOD TRUSS • 24' O.C. UND. 3/8 MORTAR BETWEEN COURSES USP 6PT24 2'x S.PF. (OR EQUAL) STUDS • 16' O.G. UNA. ) CA 25948 12 CONNECTOR S.P.F. DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT HURRICANE ANCHOR •EACH TRUSS I II a II II ItYP.) VARIES i n - n _- _ u n USP SPT24 CONNECTOR CONNECTIONS. PROVIDE (1) USP HTW20 WHEN C (SEE UPLIFT SCHEDJ W/ METAL PL. 1/2 COX PLYWOOD OR l/Ib OS$. ll) ROW 2x BLOCKING o MID HGT. FOR WALL TRUSS ALIGNED WITH STUD BELOW UNDER EA. TRUSS r -ir---- r-_-- --- -ir---------,r---- i li ii II n n SHEATHING REQ D. FOR ALL HGT. <8 -6 . (2) ROWS 2x BLOCKING * 3rd I/2 GYP. W$. MIN.. GARAGE SIDE i u ii n u u EXTERIOR OR SHEAR WALLS AS FT$ FOR WALL HGT. > 8'-6'. IF APPLICABLE z OISTURE BARRIER i n ii u n u 2'x S.PF. (OR EQUAL) STUDS • 16' O.C. UND. o INSULATI B i �� u u �� a INDICATED ON THE PLAN ATTACH OOF COVERING L_-JL_- L ___---_-JL-____-_-_JL_---_____JL___ SEE THIS SHt FOR INSULATION CHART (1) ROW 2x BLOCKING A MID HGT. FOR N ►� 1/16' O.S.B. MIN. (FOR SHINGLE) OR IS/31' OSB r----------,r--,r----------ir----------1r--------- SHEATHING W/ 8d COMMON NAILS 9 i u u ii n WALL HGT. < 8 -6 . (2) ROWS 2x BLOCKING SEE THIS SHT FOR INSULATION CHART (FOR TILE) SEE ROOF NAILING SCHEDULE ON ii u u n 3/8' MORTAR BETWEEN 4' O.C. a BOUNDARIES, 6' O.C. * * 3rd PTS FOR WALL HGT. , 8'-61 M In SHT. SNI 8 x4 x16 NOMINAL i ii ii u n EDGES, AND • 12' O.C. • FIELD USP SPT12 CONNECTOR 1 1 a ELEV. VARIER BLOCK WITH 3/8' _ �� _ �� �� �� -_- SLAB BLOCK 5/g'4 x 10' 'J' t • 2'4 x 3/16' PLA�LTWASHER 11YPJ Ih L _ __�� _ -A--- = ____-JL_________JL___ USP SPT22 CONNECTOR r ---ter--- �r=-- �r---------�r------- -��--- - MORTAR BETWEEN i u u u - n COURSES CUT TO i ii ii ii ii ii 24' Q.G. W/ 2'0 �6' 1x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE 2. H a 5/8 OR /2 NIGH ALUMINUM SLOPE. 1 11 a �� 0) ll 6 x 6 WI.4 x WI.4 WUJF OR FIBERMESH Z 00 STRENGTH CEILING DRIP EDCsE L___= L- ----= �f =__ JL ___ __ __JL____-_-JL_-__ ELEV. 0'-0'OIL PLATE WASHER (TYP.) 2„ 6 x 6 WIA x WIA 3 1/2' MIN. BOARD PER CODE (OR i u II -- JL a 4' 4 . °:. A.F.F. WWF OR F15EWESH � �D 5/8' GYP. TYPE 'X' w ALUMINUM FASCIA ELEV. -0 -4 I/2 L______-_-JL_----JL----- Z 3 1/2 MIN. g GARAGE WIA HABITABLE 12' O. 2x SUS FASCIA AFF. Q e ° e.. ' ; ° :° a ELEV. -0'-3 1%1' �p - -D- - - - - - - D ° p ° 3 1/2'(min.) TO 4' ' z / ROOM ABOVE) 2' VENTILATED ° ° 4 .. °a a A. °.e ° AFF. O - - - - - - - ° `A� ,D ° ° , •. \\ \ \ W/DRYWALL SCREWS • 'I' SOFFIT e ° e e a 2x4 CONT.a ° ° LL D ° ' \ \ 3 I/2 (mi11.)- 4 3 1 2 O.G. CEILING 4 8' O.G. e ` ° e �. ° , , a 0 a0° • \ \ \ \ \ b MIL VAPOR WALLS 8 x8 XI6 KNOCK -OUT a . l ' I ° a e a e 3 1/2 lmin.) - 4'' g/ \\ \ / \ \\/ \ /\ BARRIER SEE THIS SHT BLOCK W/ I05 CONT. ° GARAGE DEPTH VARIES ° \ / \ \ \ \\\ \ 6 MIL VAPOR (2) "5 CONT. 4, \ 1/4" 8' U FILLED SOLID ° ° a. 4 /i BARRIER � INSULATION CHART W/GROUT 4. 4 (2) "5 CONT. ," MIN. Ix2 P.T. WORIZONTA ' C.M.U. , TYPICAL UN.' 1r-4"" MIN.,4LTERN,4TE TYPIC,4L BE,4RING cn w w NAILER TYPE S MORTAR � Lu STD.90°HOOK (SEE DETAIL) ARCHITECTURAL T'rF[C;,4L BEARING WALL 6 5TEPK"C;� WALL -s STEP W10 SMEAR W,4LL Kc"C Lu GARAGE SLAB AT STEP B Lu SEE tH15 SHT FINISH SCALE: 3/4'=1'-0' SCALE: 3/4'■1'-0' S3 SCALE: 3/4'=1'-0' INSULATION CHART Cj3 53 o J IX2 PT WD FURRING 0 24' O.G. , ap 1/2' GYPSUM WALLBOARD UNA. 2x S PF. STUDS • 16' O.C. Z J lU'5 VERT. IN FILL CELLS (SEE 2x STUD 1/2' OR 1/16' OSB MIN. PLYWOOD SHEATHING Coll Q O ao co lx4 P.T. BASE NAILER FOUNDATION PLAN LOAD BEARING I I NAILED W/ 8d COMMON NAILS e 4' O/C FOR LOCATIONS) EXTERIOR WALL 8' C.M.U. BOUNDARIES, 6' O/C EDGES, AND 12' O/C FIELD. Z w O 3 1/4' BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING ! SEAMS. U MIN. 2500 PSI CONC. SLAB M FOR INSPECTION I I I'x P.T. STUD (2) ROWS OF 2x BLOCKING s Z CV (I) ROW 2x BLOCKING �+ MID � Z � MIN PSI MAY VARY PER n PORT At EACH � 2x STUDS • I6 O/C HGt. FOR WALL HGt. s 8'-6'. MUNICIPALITY. FILLED CELL SEE CC/S3 OR '5 VERT. IN FILLED CELL THIRD POINTS NOTE; Cn O C") E THIS SHT FOR INSULATION CHART (2) ROWS 2x BLOCKING • 3rd TYPICAL G/53 FOR ANCHOR � � � � SEE SECTION c/53 FOR Lu I 5/8 x6 J BOLTS ' FT$ FOR WALL HGT. > 8'-61. CL CONCRETE SLAB W/ 6Xb NOTE=EXTEND BOLT INFO. BOLT • 24' O.C. VERT, SEE THIS SHT FOR INSULATION CHART i/8' STUCCO FINISH PER ASTM G. 926 APPLY ADDITIONAL INFORMATION W1.4XWI.4 WUP OR 'FIBERMESN' 3 LAYERS W/ TOTAL THICKNESS 1/8' OVER 1/2' GYP. WB (MIN.) A GARAGE DECO FINISH 4 E OR T x 6 EPDXY METAL LATH. FIRST 2 LAYERS 3/8' THICK CONTINUOUS TO FOOTER BELOW WONOOK DETAIL SIDE IF APPLICABLE. -� 6' BELOW GRADE I BOLT LISP SF'T22 CONNECTOR •USP SF'T22 TYR 5/8'4 x 10' 'J' BOLT a 24' O/C W/ 2'#X EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN K.O. BLOCK 5/8'o EXPANSION BOLT *24 ' O.C. L iv 3/16' PLATE WASHER TYPICAL SECTION 4.4 SHEET SN FOR ADDITIONAL INFO) 2x PT. PLATE pJ/ �� EMBEDMENT (MIN SHEAR TO THE BEST OF THE ENGINEER'S _ 2x P.T. PLATE 3500", MIN TENSION 2600�) � ' •p '� ' ° D dJ Z SPT22 • E,a, $�(� 2fa" MIN. LAP KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH co i i I ASSUMED FINISHED MIN 2500 PSI CONCRETE USP2X P.T. PLATE REINFORCING b' MAX FROMFROM ENDI SPACE ANCHOR OF b x 6 WI.4 x WI.4 M Q E 6TH EDITION (2017) FLORIDA RESIDENTIAL 6 MIL VAPOR /' z GRADE BLAB W/ b x 6 BAR tU - 140 MPH (VosdBUILDING E, SECTION R301 FOR = 108MPH), 33 SEC. GUST, // f z WI.4 X W1.4 WEEP SCREED INSTALLED PER '13 OR #4 REINFORCING BAR 0 2 X PLATE WWF OR FIBERMESH '`� EXPOSURE "C" ENCLOSED (INTERNAL BARRIER } .p a' \\ MONO OR STEMWALL - - = - - - - - : ° WWF OR IBERMESH MANUF. 4 FRG SECTION W03.i2.) LU `^ PRESSURE COEFFICIENT - io.18) WIND ZONE COMP. .p // • • N FOOTING MONO SHOWN ° o' \ E *3 *4� LAP SPLICE u _ _ -._ CO If . SOIL. (COMPACTED D D .� D THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS ° .D m 0 SIGNED AND SEALED SIFTED DRAWING ON FOR THE STRUCTURAL PORTION /\ - FOR CLARITY -v L� D. ° � ° ' Q • D D Z �� � 40� ( � ° � AFTER THE DATE R Is SIGNED AND sEAL�. t0 95� MODIFIED / / /\/ \ D \ \ \ \ M -0 D FINISH GRADES i 25" MIN. LAP `) PROCTOR ASTM 01551) �\ ,�\ \ ° . _ > ° p' ° /// /// ///\ / // / Q ° \/\\CW19 LENNAR CORP.-THIS PLAN MAY NOT BE NO D - CA -� \ REPRODUCED IN ANY MANNER WITHOUT WRITTEN 3' MIN. CLR STD. 90°HOOK *FOR BEARING WALL 8 \\j\\j\Nj �' G MIL VAPOR BARRIER / o. ° \\ \\r _ S REINFORCING BAR R 1 1/8, w / \// \ \ CONSENT FROM LENNAR CORPORATION. (1) 5 REBAR CONT. ON (SEE DETAIL) W/ UPLIFT ONLY / D -THESE 3' CHAIRS TYP. U.N.O. 4' I'-4" \ \ \ �\ • // ///\/ "' *5 LAP SPLICE45 ®2NT PROPER DRAWINGS AND DESIGNS ARE THE // // / JOINT PROPERLY IS PROJECT. ENGINEERING, U.0 AND (z) �5co'NT. � /�, � 6 MIL Y,ApP�? THE CLIENT ON THIS PROJECT. ANY R�RODUCTION D ° . ' \\ \\ , ON 3' CHAIRS BARRIER OR UNAUTHORIZED USE 6 PROHIBITED. / / / / //� / COMP. SOIL. (COMPACTED t / Sao MIN. LAP (te) s' 1'-4' s' REVISION: TYPICAL WALL SECTION ,A /\ /\ /\ /\ /\ St MODIFIED PROCTOR ASTM / /\/�T It \\\ \\\ \ \ 10 DATE DESCRIPTION SCALE: 3/4' = 1'-0' S3 FRAME UJ,Ll,�� TO C,j"j.U. I.UALL CONNECTION j� DI55-1) Q/�c UPDATED CONNECTION SEE TYR WALL SECTION FOR SCALE: 3/4'=1'-O' S3 4 1 -4 'T6 REINFORCING BAR STD. 30 HOOD 06.08.18 1.01 CROSS-REFERENCE TABLE ADDITIONAL SLAB INFORMAtIONL % LAP SPLICE TYPICAL INTERIOR ROOFUAND STAIR STRAP TYPICAL EXTERIOR I=RA1'�IE WALL I=00TLNG E j /� 5 'II III �I 01.11,19 1,03ROOFEDCO CONNECTION NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT RE.BAf , DE•T,4IL VEARIN WALL w/ UPLIFT 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE 13 BLOCK WALL BEYOND SEE TYR WALL SECTION FOR SCALE: 3/4'-1'-0' S3 SCALE: Nth. 53 SCALE: 3/4'=1'-0' ADDITIONAL SLAB INFORMATION�j3 VERSION N0. 1.03 10111. 19 PAVERS O.W.D. RECESS z -KV y m bx6W14xWI.4 .: .:. WWF OR F15ERMESW a_° ` -1I II I II I III II I<... 4" I I a b MIL VAPOR - 4 \ �t GRADE �•'�_' BARRIER / / / / -III III=' 6 MIL VAPOR :�' LWI_ - - `„ - _ BARRIER \ r, � SEE A/63 OR J/sb _, I I I I I I ( I I I I- 4g FOR REINF. INFO. 3' MIN. CLEARANCE MIN. o I'-4' 11 STY) I/2 GYP. BD. I'-B' (2 STY) (1) ROW 2x BLOCKING * MID HGT. 2' HOLD GYP. BD. TYPICAL THICKENED SLAB EDGE L � FOR WALL HGt. s 8'-b', (2) ROWS P.T. 2x 1/2 FROM SLAB SCALE: 3/4 =1 0 S3 O GARAGE DOOR SLAB RECESS �,j 2x BLOCKING • 3rd FT$ FOR CONT. BEAD SEALAN m WALL HGT. > 8'-6' 0 0 2X STUDS • 24' O.C. U.N.O. z O SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION 4 w BLOCK WALL BEYOND INTERIOR GARAGE W r � 1/2 GYP. WB (MIN) a GARAGE SIDE IF APPLICABLE. 13 E rz _3 MASONRY PAD FOOTING L AND MASONRY PAD FOOTING L AND W w v = o g � ARIE OHO. RECESS I I/2' GYPSUM WALLBOARD UNA. �++ L 00 RECESS FOR S.G.D. b x 6 WIA x W1.4 �r 2x P.T. PLATE 1/4' D1A. X 3 1/4' TAPCONS a 24' EXPANSION JOINT , EXTEND FILL CELLS w SEE PLAN WWF OR P15EWESH O/G 4 • b' MAX FROM END OF 2 x CONCRETE NAILS W/ 1 1/4' lU/ DRYWALL SCREWS • 8 OC. 8' MASONRY WALL TO FOUNDATION PAD a ui =LLi W u. C PLATE = "� EMBEDMENT • 12' O.C. STAGGERED MAT REINFORCING. `" °' QL °- m (2) 5 CONT. ON 3' d a ... FROM BOTTOM PLATE t0 CONCRETE (MIN SEE THIS SHEET FOR INSULATION CHART E _ Z ° ' e CHAIRS (TYR) 6 x b W1.4 x W1.4 CONT. FOOTING STEEL 6 MIL VAPOR � `r W ❑ ❑ -�- -.- M ,. .• T WWF OR FIBERMESH '� / / SHEAR IS& MIN. TENSION 120') 2 CONT. BEAD SEALANT BARRIER A °---.- -° --°- --�-- \//\\/ \ aD GONCRETESLAB C 6X6WIAx0.4 �'d dJ� � SHEET TITLE. / ; ' rn WWF OR FIBERMESH SECTIONS, DETAILS, & NOTES b MIL VAPOR r m D D. 0 �\ •, . 4. C - =� - -.- - \ \ • \ \ \ - / 4 BARRIER i / / / \ dJ \/\\ _ \\/\\/\\/ Lu (MONO( /\\/ r/ / ... / 6 MIL VAPOR , ;� -�- - _ c� u, 0 / \� BARRIER 1- - - \% 4 Q o `, SHEET INFORMATION: \\ b MIL VAPOR SEE A/53 OR /� //. cn 6 MIL VAPOR \ \ �` \ \ ' \ \ u \ JOB NO.: 390441 SEE A/83 FOR 4; \ r� 4 r\ r8' //�/�/ // j BARRIER J/% FOR REINF. 3 MIN. CLEARANCE BARRIER \ \ \ \\/%\\//\\//\\// \\//\,1\ �Yq�p V DATE ISSUED: 04.04.19 RE INK INFO. INFO. \r\ OPTION #I 8 I -4 8 1'-4'(1 STY) PAD REINFORCEMENT /r //i SEE TYP. WALL SECTION FOR I'-S' (2 STY) 4' 4. (SEE SCHEDULE) FOOTING WIDTH CLEARANCE DRAWN BY: LF ADDITIONAL SLAB INFORMATION TYPICAL INTERIOR BEARING REVIEWED BY: TH G,4R,4GE DOOR SLAB RECE55 J INTERIOR WALL 5L,45 STEP NON-BRG.rK SEE SCHEDULE5LA6 5TEP 4 }RECESS 6 S.G.D. 1'''I U1ALL UJ/OUT UPLII=TP,4TI0 COLUMN FTC. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T S. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE. 3/4'=1'-0' SCALE: 3/4'ml'-O' CJ3 5EE TYP. HALL 5EGTION FOR SCALE: 3/4'=1'-0' CJ3 ADDITIONAL INFORMATION. 53 SLAB INFORMATION.53 SEE TYR WALL SECTION FOR SCALE: N.TS. 53 S3 ADDITIONAL 5LA8 INFORMATION. ADDITIONAL INFORMATION it O O LO REFER TO UNDERLAYMENT TABLE ON SHEET SNI FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: -- — -- — — ------ — 12 (2) LAYERS FOR 2.12 <SLOPE <4:12 — — — (TYPJ SEE ELEV. (1) LAYER FOR SLOPE >_ 4:12 ��VENt OR NDFLOOR VERTICAL JAM SOLID AREAS ARE ❑ u SOLID AREAS ARE —� PRE-ENGINEERED WOOD TRUSSES * 24' O.C. 1/2' MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 5/8'DIA. x 6' J-BOLTS AT 6-3/4', 41-3/4',11', AND 56-3/8' ABOVE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT UPLIFT CONNECTOR (SEE SCHEDULE) GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2000 DOUBLE 2x4 S.PF. TOP PLATE STANDARD 3' DIA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT INTERIOR ❑ SAW CUT TO 10 I/2 SAW GUT r0 10 1/2 ❑ FULL Sx8x16 BLOCK ` 3/4' FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. WALL 7/8' STUCCO FINISH PER ASTM G. 926 APPLY 3 LAYERS THREADED 3' DIA. EXTENSION HORIZONTAL JAMBS DO NOT TRANSFER LOAD. W/ TOTAL THICKNESS 1/8' OVER METAL LATH. FIRST 2 1/2' GYPSUM BOARD DOOR OPENING DOOR OPENING BEEN DOOR OPENING—� LAYERS 3/8' THICK EACH. 3RD LAYER 1/8' THICK (SEE SCREW OFF CAP (3' DIA.) W/ DRYWALL WALL NOTES IN SECTION 4.4 SHEET SN FOR ADDITIONAL INFO) FOR CLEAN -OUT SCREWS * 8' O.C. OR a. ❑ CRICKET AS 4d DRYWALL NAILS a DOOR SLOP EXTERIOR ❑ REQUIRED a 4 ° a A a MOLDING WALL ❑ ❑ ❑ USP 6PT24 * EA. STUD — — — _ MIN EXTENSION FROM EXTERIOR GARAGE 1/2' EXTERIOR GRADE DOOR — — ❑ FACE OF BLOCK WALL IS 1 I/1' — — — — — — — — — — — — — — � SHEATHING FASTENED r0 MAXIMUM EXTENSION FROM 2x6 P.T. 1ST COARSE 2ND COARSE 3RD COARSE TRUSSES WITH 8d COMMON WIRE EXTERIOR FACE OF BLOCK WALL TO DRAIN MASON TO LAY BLOCK AS SHOWNABOVE. EVERY COARSE MUST BE BONDED r0 THE NAILS * 4' O.C. BOUNDARIES, 6' BLOCKING (TYP-) 2 1/4' COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE O.C. EDGES 4 8' D.G. FIELD WOVEN INTO THE MAIN FRONT TO REAR WALL AS SH0111N1. 2x4 PT STUDS * 16' O.C. WALL CLE,4N-OUT ,G� M,45ONFY LAYOUT D CARRIER/GIRDERTTRRIE.SRSHIP SCALE: N.T.S. U54 DOOR TRACK A -- _ W/MOUNTI ANGLE SCALE: N.TS.�j NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP HTA20 * EA. STUD REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MAIN SPAN MOISTURE BARRIER ROOF TRUSS SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER UPLIFT CONNECTOR TYPICAL GARAGE DOOR BUCK K 8'X8'XI6' K.O. BLOCK W/ (1) S (SEE SCHEDULE) CONT. AND FILLED W/ GROUT TYPICAL SECTION T�IRU UJ DO � SCALE: N.T.S.5� (1) 05 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK REFER TO UNDERLAYMENT TABLE ON SHEET SNl ALT. KNEEWALL ABOVE MA50NRY WALL DETAIL � FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: SCALE: N.T.S. 12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 TRUSS BOTTOM CHORD OR L4� (1) LAYER FOR SLOPE > 4:12 KNOCKOUT NOTCH LINTEL WHERE REQUIRED 7 2x4 BLOCKING W/ (2) lbd TOE ITYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES * 24' O.G. BLOCK W/ (U 5 FOR CONCRETE PLACEMENT NAILS *EACH END UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 $FF. 01 TOP PLATE 2x S.F.F. STUDS * 16' O.G. CRICKET AS REQUIRED USP SPT24 * EA STUD 1/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON BLOCKING (TYP.) WIRE NAILS * 4' O.C. BOUNDARIES, 6' O.C. EDGES 4 8' O.C. FIELD WEI 11111 17-1-- 1 LINTEL BEAM .- - .. „ .. - . _ . - . .-LOCATIONA fm"Im �19I1 Illl III�I� ��III III plow �IIII �IlI 11111 �IIII IIII�� 2'x BUILT-UP COLUMN DOUBLE 2x TOP TOP SPLICE PLATE °e° 18-10d NAILS 2 ROM10d * 3' O.G. (14 NAILS TOTAL) 2x TOP PLATE V2-16d NAILS * 24' O.C. OR EQUAL TO TRUSS BOTTOM 2x CRIPPLES * 16'O.C. / °° S/8'DIA X IV EPDXIED ATR CHORD OR BLOCKING �MjN W/ MIN. 8' EMBEDMENT 2x STUD 9 24' �G � 0d * 8' O.C. O.G. MAX. 1x BLOCKING * EACH END W/ 10d/ST gNcF PROVIDE PAP. NAILS OR * 4' O.C. FROM EACH HEADER 2x P.T. PLATE EQUAL * 12" O.C. FACE TO BLOCKING 17? SEE A/63 FOR STAGGERED FROM BON. PLATE t0 CONCRETE (2) 2x HEADER PER PLAN NOTE. 0 UPLIFT= 331810 105(S�4l) • REIN. INFO. PLATE * 8' PLATE LENGTHS MUST BE a 4 8 VARIES O.C.BOTTOM E FACE O.t0 EACH HEADER FACE AT LEAST 8'-0' LONG. (TYP.) BOTTOM SPLICE :;� , °•_`` r: NOTES_ TYPICAL INTERIOR NON— 2 x C1�IIN.� R,4r'I OVERSTUI) O NOTE: FILL INTEL AND ALL CELLS FOR BEAM DEPT14 > 22�PROVIDE VE L4'x4' INSPECTION BEARING WOOD FRAME WALL � WALL � EADER DET,4IL j TOP PLATE 5PL ICE DETAIL 1"I USP HTT16 rN USP SPP22 * EA STUD PORT * EACH VERTICAL MBAR 4 DIRECTLY ABOVE THE LINTEL. SCALE: KT.S. SCALE: N.T.S. SCALE: NTS 64 2x P.T. PLATE Q2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED 5� SCALE. NTa• S� F= 2240 LBS S� NOTE: EPDXY TO R3E 51MP50N 5/8' x 10' 'J' BOLT * 24' O.G. MAX ROOF TRUSS PROPERLY. 5ET-XP OR EGUI\/ALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® SEE FLOOR PLAN FOR ADDITIONAL INFORMATION USP USP 8'X8'XI&' KO. BLOCK W/ ('5 MOISTURE BARRIER OPENINGS LESS THAN OR EQUAL TO -0' IN WIDTH DO NOT U® 61 C CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. W/ STD.D. 90' HOOKK IN KO. BLOCK (1) +5 IN COFILLED CELL TYPICAL FILLED LINTEL ASSEMBLY rG KNEE LJALL ABOVE MASONRY LALL DETAIL SCALE: Nts. S SCALE: N.T.S. 64 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 11 - 4' (1) (2) (1) (2) (U USP LSTA30 41 - 91 (2) 1 (3) (2) 1 (2) (1) USP L5TA30 V -16' (3) 1 (3) (2) 1 (3) (2) USP LSTA30 USP SPT4 SPT24 USP SPT4 6FT24 USP SPT4 ROOF TRUSS ABOVE 2x TOP PLATE 2x BLOCKING 2x STUDS * 24' O.C. X- \ \ OVERLAPPING \\\,\\ If A ra 5/8'x10' 'J' BOLT\\ \ INTOED * 24' O.G. MAX. \� \ (2) lbd TOE NAILS 10d NAILS * 6 O.G. EA BLOCKING TRANSOM MIN. (2) PER � TRANSOM FRAMING \� BOTTOM PLATE FRAMING 2x P.T. \ \ STAGGERED WIDTH OF OPENING VARIES FORM CONCRETE INSET TO CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) SECTION PLATE SEE SECTION AA/SI � AND BB/Sl FOR 1x8 WALL ABOVE WALL ABOVE. 1/2'X9 I/2' PLYWOOD ADDITIONAL DETAILS �` , - — ---A ENTRY SCRAP MATERIAL SEE FLOOR PLAN NOTES USP SPT22 LOCK W1 a FOR REQUIRED CONNECTION USP SPT4 USP SPT4 US' SPT4 J-BOLTS * 24' O:C. (1 0BCON .t 4 FILLED RECESS MAX -- W?lgr�, (2) ROWS 11d NAILS STAGGERED LINTEL 5/81X10' J-BOLTS * 12' O.G. EACH FACE OR (3) ROWS 12d NAILS STAGGERED 1x P.t. PLATE * 2'-0' O.C. MOUNTING BASE NOT SHOWN FOR CLARITY MOUNTING BASE SHOWN IN FORM CREATES CONCRETE RECESS TO 2x4 (NOM J RECEIVE GARAGE DOOR AND TO ALLOW * 12' O.C. FOR 2x10 OR GREATER HEADER , 2X8 P.T. BOTTOM PLATE MASONRY WALL G SEE DETAIL BELOW POSITION FOR WATER SHED. 2x CRIPPLES * 0IEAT FOR BLOCK 18 POURED + x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH 16' O.C. W/ (2)11d IN PLACE CONCRETE r0 ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8'xl0' 'J' BOLT * 24' O.C. MAX GARAGE FLL ffl SLAB �8x8x16 CM U. l2) 2x HEADER l SEE PLAN) USP SPT4 C � (MIN. (2) PER BOTTOM PLATE) USP SPT4 C GENERAL NO S / (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FOR" I• ANY 1 SPT24 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END INTERIOR HEADER SLOPE FORWARD PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 (1) 2x SILL PLATE W/ 10d NAILS * 4' O.C. FOR DRAINAGE GARAGE FLOOR 10d NAILS * (2)12d TOENAILS. STAGGERED A loci6' O c. STAGGERED . GARAGE ENTRY FORM DETAIL 8' O.C. TYP. BOX EXTERIOR HEADERS — _— ~ �`� � HEADER (l) 2x SILL PLATE W/ � �\ � FRAMING SCALE: N.T.S. 2x JACKS (SEE ONLY (2)12d TOENAILS. OPENING �\\\ \ c c BEYOND. GARAGE DOOR TRACK MOUNTING BRACKET TABLE ABOVE) LARGER THAN 4 FT. (2) 2x SILL PLATE W/ MP3 CLIPS \\ \ \\ \\ NAILED INTON O MOUNTING BASE DETAIL FRAM PLYWOOD SCALE: N.T.S. * EA. SIDE TRANSOM FRAMING ���� PLYWOOD FASTENED TO TRUSSES c E SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SEE SECTION AA/Sl AND \ W/ 8d COMMON WIRE NAILS * 4' O.C. $4 SEE PLAN FOR FOOTING CONNECTION ASSEMBLY 2x STUDS (SEE TABLE BB/SI FOR ADDITIONAL �\ BOUNDARIES, 6' O.G. EDGES AND B DIMENSIONS � DIRECTION OF GARAGE ABOVE) DETAILS 8, O.G. FIELD DOOR TRAVEL — _ USP HTTI& TYP. U.N.O. � USP GARAGE ENTRY FINISHED MASONRY DETAIL j� o�Qq�,� SEE N/64 SPT22 s�HEat�ir� SCALE: N.T.S. cJ� �N/ P.t. BON. PLATE R�GESS P MASONRY WALL SLOW 5/6'X10" J-BOLTS * 24' O.G. I LINTEL SPT4 MAX. (MIN. (2) PER BOTTOM PLATE) `�' • HOLD DOWN CONNECTIONS SPT4 . ' - NOT REQUIRED * BEARING WALLS WITHOUT UPLIFT • , 4. • ALTERNATE: 5/8' DIA ATR EPDXIED POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B t0 BE 2' ABOVE FINISHED . ' 2X8 P.T. BOTTOM MIN. 6' INTO BOND BEAM * 24' O.C. BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR GARAGE FLOOR WALL HEADER DETAIL Q PLATE TH15 DRAWAND WATEING.ED FORWARD SCALE: N.T.S. 54 D FRAMING DETAILS ABOVE ENTRY (� PARTIAL INTERIOR ELEVATION 5/81xl0' 'J' BOLTS * 24' O.C. MAX SCALE: N.T.S. rJ�, (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. DANSCO ENGINEERING, LLLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com CA 25948 o N z O= No z o�M^ LA Q ' a �^ 2: m . zH W z J mill U W W LU W c _ cU J a0 V W Q O a° Q m � w Z U Qz z co O � CL cn TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vold = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=t0.18) WIND ZONE THLS 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. CM19 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 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 VERSIQ NO.-3.0& Ftf2!1)_.19 + fJ IT-" � 4 R� (V an c� O uJ se co 'J z O w = U W >_ 3 H �v oc�i ;c� uj J04 }C O W O * Lu* Lu Z LLl = Ld ^LLu Q naL W ❑ ❑ SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 390441 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S4 LO O C0 CD 00 LO SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES BACKNAIL W/ (2)16d NAILS AND NAILING SCHEDULE FOR USP RT16A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER 24' SHEATHING DETAIL * EA OUTLOOKER 2x4 FOR SHEATHING DETAIL O.G. (OPTIONAL - SEE BAGKNAIL W/ 2x4 OUTLOOKER REFER t0 SECTION J ON OUTLOOKER * 24' O.C.ELEVATIONS) SEE STRUCTURAL (2)16d NAILS SHEET 55 FOR X-BRACING 24' O.G. NOTES AND NAILING tOF CORD INFORMATION TOP CORD 45't .'� 2X4ASTEENEDKED 'BRACE W/ l2)10d TOP CORD BLL-KING USP Rt16A OR EQUAL- SCHEDULE FOR BLOCKING FOR BLOCKING FOR �� FFOR FIRST FOUR ROWS 24' MAX. * EA. OUTLOOKER SHEATHING DETAIL USP RT16A OR FIRST FOUR ROWS 3'* 24' O.C_ CMIDOF EQUAL * EA. OF TRUSSES * \ \ / WOOD TRUSSES FIRST FOUR ROWS OF I HEIGHT TRUSSES EDGES 2x4 CROSS BRACE OUTLOOKER 4' MAx. EDGES OF / TRUSSES * EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE USP HGAMIo W/ l4 \ / OF SHEATHING TYP. 2X4 KICKER I 2x8 ND L BRACE TO 2x4 CROSS BRACE APPROX APPROX 8' FROM SHEATHING TYP. 1/4'xl-3/4' WEDGE \ * 8'-0' O.C. EXTEND * LEAST 9090 RIDGE FASTENED AT BOLTS t (4) SDS / 2x4 RAT RUN 2x4 CROSS BRACE OF WEB LENGTH t USP 8 FROM RIDGE FASTENED At EACH JOINT W/ (2) I L BRACE TO EXTEND /\ \ \ SPT4 * EA. EACH JOINT W/ (2) 10d 4 (2) AT LEAST W% OF WEB 1/4' x 1 1/2' SCREWS / >1 \ BRACING At 24' APPROX. 8' FROM NOTCH * BOTTOM STUD loci TOE NAILS +� EA, END loci t (2) 10d TOE RIDGE FASTENED AT I CHORD (SEE TABLE) I LENGTH (SEE TABLE) / \ O.C. ON TOP OF NAILS � EA. END / \ EACH JOINT W/ (2) I USP RT3A WITH 8-8d 2X6 FRAMED WALL - SEE ABLE TRU5-9 BOTT. CHORD loci 4 (2)10d TOE - FROM LEDGER TP WALL SECTION FOR SPACING 2x4 PANEL BLOCKING I I/2' CDX PLYWOOD OR FOR 4 TRUSS ' * 48' O.C. FOR THE I 1/I6' OSB SHEATHING __ SPANS ATTACHED NAILS * EA END Y BLOCKING 1/2' CDX PLYWOOD OR 1/16' ATTACHED W/ loci NAILS W/ 2 - Mod At EA FIRST l4) ROWS OF 2X4 STICK LUMBER GYPSUM WALL BOARD I GABLE TRUSS OSB SHEATHING ATTACHED ( +� 6' O.G. EDGES AND 12' TRUSS JOINT 24" O.0 MAX TRUSSES FROM EA IN LINE WITH JACKS (2) 16d COMMON NAILS 2x4 PANEL BLOCKING * 48' O.C. FOR THE FIRST I 1/2' CDX PLYWOOD OR W/ 10d NAILS * 6' O.G. EDGES END TYP. TOP t ( O.C. FIELD (see detail in eng pack for grade) or 0.128" x 3' GUN NAILS (4) ROWS OF TRUSSES FROM EA END TYP. AND 12' O.G. FIELD I (2)16d NAILS 1/16 OSB SHEATHING BOTTOM ATTACHED BOTTOM CORD ATTACHED W/ (2)16-01 TOENAILS ATTACHED W/ 10d I Tmj I PgI(2) Ibd NAILS W/ (2)16-d TOENAILS 2x4 't' ON TOP OF PANEL 2x4 BLOCKING * 24' 2x4 LEDGER (MATCH BOTTOM CHORD NAILS +� 6' OG. EDGES 2x4 PANEL BLOCKING * 48' 2x4 BLOCKING BLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STRENGTH O.G. W/ 2 - Ibd 2x4 'T' BLOCKING 10dx3' * 4' O.G. CEILING BOARD PER CODE TOENAILS • EA END 2x4 BLOCKING SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.G. FIELD O.G. FOR THE FIRST (4) ROWS 5/8' OR I/2' NIGH STRENGTH CEILING BOARD W/ 13/8' DRYWALL NAILS OR � 2'x6' P.T. SILL NOTCH 'L' BRACE HERE OF TRUSSES FROM EA. END 2x4 'T' ON TOP' OF PANEL MASONRY WALL 48' O.C. 5/6' x 10' 'J' BOLT * 48' O.C. TYP. TOP t BOTTOM ATTACHED BLOCKING FASTEN WITH PER CODE FASTENED WITH Sd COOLER NAILS P HGA10 * 366d NAIL WEEP SCREED INSTALLED OR 1 1/4' LONG DRYWALL SOWS COMPLYING O.C.DRYWALL SCREWS 1 O.C.OG USP HtA20 OR EQ 6'-0' O.C. TYPICAL. W/ (2)16-d TOENAILS 10dx3' +� 4' O.C.CEILING t 8 O.C. WALLS ARCNITEC1lJRAL FINISH L BR4GE PER MANUF. 4 FRCWITH ASTM G1002 FOR FIRST 8'-0' FROM END OBL. TOP STUD WALL ATTACHED W1 ALTERNATE USP LSTA18 STRAIGHT STRAP * 41-0' SECTION R103.12.1 5/8' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WALL 0 4' O.C. TYPICAL PLATE 10d NAILS * 4' (SEE TYP. SEC.) O.C. ALIGNED WITH GABLE WEB. ATTACH t0 TRUSS MOISTURE BARRIER CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT O.G. TYPICAL DROPPED FLAT TOPS OF W/1-10dxl 1/2' AND TO MASONRY W/ (3) 3/1(o'x 2 1/4' FASTENEDWITH 8d COOLER NAILS TRUSS) USP 51FT24 * EACH STUD EXT, WALL CONN. e NON -LOAD HIPS FOR FRAMING TAPCONS. OR 1 19' LONG DRYWALL SCREWS GABLE TRUSS WEB (GIRDER NOT DROPPED) 6ECTIO 2 COMPLYING WITH ASTM GIO02 FOR 5E:GTION 3 SE:CTION .� BEARING LOGATIONKooz�)DOUBLE V BRACING DETAIL 5 FIRST 8'-0' FROM END WALL * 4' SCALE: N.T.S. SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: 3/4' = I'-0' DROP �"'�IP DET,4IL SCALE: N.T.S. Sr,� O.C. TYPICAL �� S� ADDITIONAL INFORMATION.5�J SCALE: N.T.S. s5 SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL zm -¢�• MAX 11 zla -m' MAX 'IL 8d * 6'O.C. 2 x 4 BLOCKING W/(2)10d 'X' BRACE SEE DET. J/55 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 2x4 'T' BLOCKING TOP TOE NAILS *EACH END * BLOK�FOR 45' t 24 MAX. 2x4 OUTLOOKER * WOOD TRUSSES 24' O.G. (TYP) • �, FIRST FOUR RODS 24 O.G. OF TRUSSES * 2x4 cRo815RACE I OUTLOOKEROR EQUAL * EA EDGES OF 22 12 SHEATHING APPROX 8RO1 TYPICAL RIDGE FASTENED AT I ,L90% OF WEB LENGTH (SEE TABLE) I I • x 4 � 0d TOE NAILS loci I GABLE TRUSS ' EA END I 1/2' CDX PLYWOOD OR 1/16' OSB TRUSS VERT. WEB—1 2x6 P.T. I SHEATHING ATTACHED W/ 10d SPACED * 48' O.C. AX. SILL NAILS * 6' O.G. EDGES AND 12' (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS 1 1 I O.G. FIELD BRACING W/(3)10d x 3' 2x4 PANEL BLOCKING * 48' O.C. FOR THE FIRST I • * EACH CONN. * 24' O.C. OF STAGGERED loci COMMON WIDE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE 8'-0' OF END WALL FROM EA END TYP. BOTTOM lodX3' * 3' O.C. THROUGH CHORD • I INTO 2'xb' P.T. PLATE USP HGAMIO W/(4)-I/4'xl-3/4' lD = 0.148, L = 3) OR EQUAL l0 = 0201, L = 4 I/2) OR EQUAL NAILS lD = 0201, L = 4 I/2) OR MOISTURE BARRIER CORD ATTACHED W/ (2) lb-d TOENAILS I WEEP SCREED INSTALLED PER WEDGE BOLTS 4 (4) SIDS 1/4' NOTES: EQUAL _I I I 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 IT' ON TOP OF PANEL BLOCKING, 2x4 BLOCKING----"'_r * 48' O.C. 'L' BRACE 16d NAIL ATTACHED W/ 10d NAILS * 4' O.C. TYPICAL k GABLE TRUSS WEB k SINGLE V BRACING DETAIL 6 SCALE: N.T.S. 5b Ik k Ike DIAPHRAGM BLOCKING 48O C. 1 _ _ 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' * 4' O.C. USP HTA20 * EA TRW NOTE: _-- " / — — — — TRUSS VERTICAL ARCHITECTURAL FINISH L TWICKNE5S OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH Sd VE1T• WEB (24' O.G. MAX.) 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CHORD GABLE 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ l2) 6) REFER TO ND5 SECTION 153 FOR ADDITIONAL INFORMATION COOLER NAILS OR I I/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACING * 4'-0' O.C. MAX (2) 2x8 'L' BRACE C1002 FOR FIRST 8'-O' FROM END WALL * 4'O.C. TYPICAL MISSED VERTICAL WEBt USE THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3) lbd COMMON NAILS. (ONE INTO EACH OUTSIDE FACE 5/8'x 10' 'J' BOLT a 32' O.G. SIMPSON MSTAM36 ON OUTSIDE 2) 'T' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PER1 MENT 16d PER SIDE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) , ` j ®jam I MINIMUM 6' FRO'1 PLATE SPLICES EXT. WALL CONN. 6 NON - LOAD BRACING OF WEB MEMBERS PROVIDED It EXTENDS OVER AT LEAST W% OF T14E WI=B. 5C155OR GABLE 'T' BRACE TYPICAL NAILING 5CHEDULE5 FOR BUILT-UP COLUMN5 (5 5ECI I I `� W/ 3/16'x2'4 PLATE WASHER BEARING LOCATION (UNEVEN CLG,) REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L � SCALE: N.T.S. SEE TYP, WALL SECTION FOR SCALE: KTA A5 PER SCSI 2013 EDITION SCALE: KTS. AS PER HIB 91 SCALE: N.T.S. S5 SCALE: N.T.S. 5� 5rJ 55 ADDITIONAL INFORMATION. 2x4 OUTLOOKER * 24' SCISSOR TRUSS 12 O.G. W/ (2) 10d PER JOINT TOP CHORD BLOCKING FOR 1ST MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2) Ibd TOE NAILS * EA. END (SEE PLAN FOR LOCATIONS) 10dx3' O.G. 2x4 R5 (2)16d PER * 6' O.C. JOINT TYPICAL 12" MAX. 'IL I' 5R,4CING RE =IREI" IENT5 STUD SPACING NO 'L' BRACE (1) 2x4 (URO.) 'L' BRACE 2'xb' (UNAJ 'L' BRACE 24' 010' - 3'-0' 31-0' - 6'-0' 6'-0' 4 GREATER 5C155OR GABLE - (1) 2x8 02 5.PF. s EACH VERTICAL AND (2) 2x8 FULL HEIGHT tv DIAPHRAGM BLOCKING "qkl I I 6.9 I MAX PRE-ENGINEERED OVERLAP TRU55 BRACINCz AT LEAST TWO TRUSS SPACES 6 • OVERLAP 2X4 BRACING* 48' O.C. CONTINUOUS WOOD TRUSSES t0 FIXED LOCATION ATTACHED W/ 2-10d * EA TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP • OR BOTTOM of THE BOttOM CORD) NOTE: CONTINUOUS BOTTOM CORD BRACING 2x4 MIN. ALTERNATE NON -DROP 1) 'L' BRACE MUST EXTEND AT LEAST S090 OF WEB LENGTH EXCEPT, SCISSOR HEIGHT MINIMUM (2) l(od PER JOINT MINIMUM 2x4 TRUSS BRACING GABLE WHICH REQUIRES BRACE TO EXTEND FULL OF GABLE. CR055 5R,4CING DETAIL loe J GABLE END DETAIL 2)'L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3' NAILS 0 4' O.C.. TRU55 5R,4GING OVERLAP DETAIL M_ COSMETIC DROP CEILING FRAMING SCALE: N.T,S. J SCALE: KTA SCALE: N.T.S. 5rJ 5CI55OR TRU55 W1 DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NT5 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 55 � END JACK M 'L I BRACE W/ 10d * 4' O.C. 12 3 (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 69 II'-01 MAX. S5 12 OUBLE TOP PLATE 6.9 MAX 'L' BRACE W/ 10d • 4' O.C. 6.9 MAX 5 (SEE SCHEDULE FOR SIZE 5 87 AND LOCATION) • tiA 2X4 LEDGER LE TRUSS COFdJER JACK USP LSTA 18 6 s5 � a. UPLIFT CONNECTIONS — DBL. TOP PLATE � � �-i I F FRAMING tUDS * 16' O.C. CONT. BEARING t. BEARMCs USP WsAIO (TYP) STUDS • Ib O.C. USP SPT24 WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRAG I NG D E T,4 I L is EACH STUD END BRAG LNG DETAIL SCALE: 3/4'=r-V' MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION � a USP HtA20 (OR EQUAL) colalEcroRs � MASONRY OR USP RTVoA (OR EaUAL) CONNECTORS * FRAME WALLS 4 USP Rr1 a HIP JACK TO FRAME WALLS MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE: KtS. NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 1 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 N Z Lu 0� a r, C�Cul zQ�So a(AMLt1 ' amj Z a a M o �¢ t; H— W W3 J O U 12. w �u W F_ LU L1J CL V) _ V) J Q C0 ly V) LW Q O ca m O Zw U F_ Z 04 Z 000 V) O � a- 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 = I OBMPH), 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 OF THIS DRAWING ONLY. ©M19 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-REFERENCE TABLE VERSION NO. 1.03 / 02.11.19 `J S C7 �E��Nfil. BARB N IL[7 re Q � O w NZ co J Z O Q 'Loc 3 0 W V' Z g oc ?c_�� W Z :2 C9 W ❑ ❑ SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 390441 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S5 DAN SCO ENGINEERING, LLC REFER TO SECTION I ON P.O. BOX 3400 SHEET 55.1 FOR Apollo Beach, Florida 33572 X-BRACING, AND TOP p.813.645.0166 f. 813.645.9698 CHORD BLOCKING www.donscoengineedng.com INFORMATION CA 25948 SCISSOR TRUSS SCISSOR TRUSS SCISSOR TRUSS o CD REFER TO SECTION I N uj ON SHEET 55.1 FOR X-BRACING, AND TOP T ING ® p N ^ Cs 244 O.C. TOP OF 0 o t; INFORMATI000KINRD BOTTOM CHORD FOR (4) TRUSS SPANS ATTACHED z o M ^o Ln a (n -L-LJ z W/ 2-16d ® EACH TRUSS a� a N cr JOINT F- a- fn o 0 1/4' TO 1/2' GAP BETWEEN Z t TOP PLATE 4 TRUSS — 2x4 BLOCKING END NAILED w yj 3 c:IJ o I *or"- W/ 2-16d * 24' O.C. (MAX) CD J LISP HGAIO a ® 48' O.C. LISP I-ICsA10 � 2x4 BLOCKING (TURNED 0 EACH TRUSS FLAT) NAILED TO TOP PLATE U WOOD FRAME EXT. WALL WOOD FRAME EXT. WALL W/ 5-10d NAILS 1/4' TO I/2' GAP BETWEEN w W TOP PLATE 4 TRUSS USP 6PT24 0 EVERY USP 5PT24 5 EVERY f— _ Lu OTHER STUD OCHER SCUD Lu W C WOOD FRAME EXT. WALL 1/2' NOMINAL PLYWOOD OR V O.S.B. NAILED W/ 8d NAILS e 0 LISP 6PT24 J 0 1 Im 4' O.G. BOUNDARIES, b' O.C. EVERY OTHER STUD V) L1J EDGES, 4 12' O.G. FIELD ZO 1/2' NOMINAL PLYWOOD OR �— Q m O.S.B. NAILED W/ Sd NAILS 5 2x8 STUDS AT I&' O.G. Io0 4' O.G. BOUNDARIES, 6' O.C. 2x8 STUDS At lb' O.G. EDGES, 4 12 O.C. FIELDZ L2x8 STUDS At ib' O.C.0 w 1/2' GDX PLYWOOD OR 1/16'065 Q Z SHEATHING WAOCI NAILS 6 6' O.G. CV Z 00 LISP 6Pt22 *EVERY 4-1 LISP• SPt22 e EDGES 4 12' O.G. FIELD. C/) � OTHER STUD EVERY OTHER STUD USP SK22 U CL EVERY OTHER STUD � . 115 KOBLOCK W/ (1) WEEP SCREED INSTALLED PER �- 4 FILLED MANUF. 4 FRC SECTION R103.12.1 41 TO THE BEST OF THE ENGINEER'S K.O.EDGE BLOCK W/ (1) K.O. BLOCK W/ (1) AND BELIEF, THE STRUCTURAL PLAONS ANDSPECIFICATIONS COMPLY WITH 5/8' X lid' 'J' BOLT A 24' O. CONT. 4 FILLED CONT FILLED 6TH EDITION (2017) FLORIDA RESIDENTIAL (STAGGERED) W/ 2' DIA x 3/16' S/8' x 10' 'J' BOLL * 24' BUILDING CODE, SECTION R301 FOR 140 MPH (VGSd = 108MPH), 3 SEC. GUST, PLATE WASHER (TYPICAL) O.C. (STAGGERED) W/ 2' A PRESSURE COEFFICIENT = 30.18) WIND ZONE DIA. x 3/16' PLATE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS WASHER (TYPICAL) AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND THE STRUCTURAL PORTION 5/8' x101 'J' BOLTS OFFTHIS DRAWBJGEODNLY. 24' O.C. (STAGGERED) CM19 LENNAR CORP.-THIS PLAN MAY NOT ISE W/ 2' DIA X 3116' REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. lx2 P.T. FURRING STRIP Ix2 P.T. FURRING STRIP PLATE WASHER (TYPICAL) 0201 THESEARE THE EEYOFDINGS AND DESIGNS JOINT LC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. MASONRY WALL (DESIGNED MASONRY WALL (DESIGNED Ix2 P.T. FURRING STRIP REVISION: DATE DESCRIPTION AS CANTILEVERED) AS CANTILEVERED) UPDATED CONNECTION MASSONRY WALL 06.08.18 1.01 CROSS-REFERENCE TABLE (DESIGNED AS CANTILEVER) AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. NON-5EARING EXT. KNEE-UJALL A NON -SEARING EXT. KNEE-UALL NN-EARING EXT. \ EE-W/LLC 02 11 19 1 0UPDATED CONNECTION CROSS-REFERENCE TABLE SCALE: 3/4' = 1'-0'rjrj,j SCALE: 3/4' = 1'-0' S�j.� SCALE: 3/4' = 1'-0' �Fp- VERSION NO, 1.Q3 / 02.11.19 2x4 GROSS BRACE AT SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS RIDGE FASTENED AT EACH 2x4 OUTLOOKER 24' = > JOINT W/ (2) 10d x 3' USP RTIb OR EQUAL EA OUTLOOKER O.G.cm D 0 0 N TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES = - o EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) Ibd NAILS 24' MAX - a 2x4 't' ON TOP OF PANEL BLOCKING, 'Q FASTEN WITH 10d x 3' a 4' OC. 1/2' GDX PLYWOOD OR O y 1/16' OSB SHEATHING ci Lu o ATTACHED W/ 10d NAILS w O o • 6' O.C. EDGES AND 12' a � i U OG. FIELD tu O,n }- CEILING RIDGE CxABLE TRUSS oc `� CN = `� vJi v uu ► j M = � } o 2x4 PANEL BLOCKING g 48' O.C. 'L' BRACE TO EXTEND AT Z Q a: = c • Uj " o: O V) ~ ATTACHED W/ (2) Ibd TOENAILS LEAST W% OF WEB LENGTH INTO BOTTOM CHORD. INTERIOR HIP VAULTt 6:12 SLOPE 2x6 P.T. SILL (SEE TABLE ON SHEET 65) W ❑ ❑ CENTER AND 3:12 SLOPE SLIDES. 10d x 3' + 3' O.C. SHEET TITLE: 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d THROUGH CHORD INTO FRAMING CONNECTIONS COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH 2' x b' P.T. PLATE ASTM C1002 FOR FIRST 8'-0' FROM END WALL 9 4' O.G. TYPICAL @ EXTERIOR WALLS PLACE SHEATHING SHEET INFORMATION: 5/9' x 10' BOLT w 24' O.G. MINIMUM 6' FROM PLATE FLUSH W/ MASONRY. JOB NO.: 390441 SPLICES W/ 3/16' x 2' DIA. PLATE WASHER ' • WEEP SCREED INSTALLED PER MANUF. 4 FRC SECTION R103.12.1 DATE ISSUED: 04.04.19 GA5LE END DETAIL AT HIP VAULT MOISTURE BARRIER DRAWN BY: LF SCALE: N.T.S. USP HTA20 6 EA TRUSS VERT. WEB (24' oc. MAX) REVIEWED BY: TH S591 O O CN 1 00 CV LO r— 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"� FURRING 3/16" 0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2F' DETAIL MASONRY THROUGH FF 3 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 1X4 P.T. 3/16" x 3 -1/2" " 1 X 4 1/2 DRYWALL DOORJAMB EACH END W/ MIN DOOR JAMB 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 • UNAGGLF I AbLt INSTALLTIUN PROPER INSTALLATION MAX8" •♦, DO NOT DO THIS �.•`'� ♦� �. (TYP.) '•♦♦♦'•1♦♦ #5 REBAR (TYP,) ���` K (TYP.) ♦'•♦♦'•i1 ''• STD. 90"HOOK (TYP.) Voss's **##4 ''''''••.• t2" NOTC %� @ FIRST COURSE 2 COURSES .�` 1♦♦♦♦♦♦♦♦♦ FILLED CELL PER FOUNDATION PLAN H BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION 2"xBOT.PLATE W/(2)10d@6"o.C. SCALE: N.T.S. SS SCALE: N.T.S. SS 314" 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 am SECTION LISP RT16M UPLIFT CAPACITY = 1395 #FOR 1 STRAP 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A -A = 2790 # FOR 2 STRAPS FILL 1St4 COURSES ROWS STAGGERED EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 2x BAND JOIST W/ FACE NAIL 1 X 4 FURRING R SOLID BLKG. AT TOP BTWN. 1-PLY PRE-ENGINEERED TRUSS 10d @ TOP & BTTM CHORD, BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 3114" TAPCONS USP RT16M W/ 9 10d x 1Y2" NAILS & AND (8) FACE NAILS 10d @ () TRUSS VERT. WEB (4) 4" x 1 4" TAPCONS METAL SEAT PLATE 1/2" DRYWALL * >< l (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (8) 10d x 1Y" NAILS AND NOTE: 8d NAILS AT 8" O.C. AT BUCK LAP SHEATHING TO 2 x 8 45^ DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE (4) " X 14"WEDGE BOLTS [(1) ;:-, :?'..,- BOTTOM OF BAND (4) 10d NAILS 7nA ::.., STRAP -1225 # , (2) STRAPS 2450#] JOIST TYPICAL BRACE(S) 2 x 8 BRACE/INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED 'i ` r FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HB. FOR CONTACT ENGINEER OF RECORD FOR USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" POLY CELLS 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" SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS IN PLACE BEAM WEDGE BOLTS INTO K.O. BLOCK BACKSIDE TO FIT ARCH (4)INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHANG CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. a< 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 INTO ARCH BLKG. PER 4" MIN. OF BRACE RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A DETAILS PROVIDE THRON PER THK OR MORE BUCK IF SYP #2 CONT. ONT.USED(MATCH (3) TRUSS DEPTH WOOD RETROFIT FOR MISSING EMBEDDED STRAP „ � FOR OVERHANGS BETWEEN 3!4" T01 1/2" WITHIN 6" MIN. OF START OF ARC START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY T. WA /I NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'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 i 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. 12 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1'-0" 5'-0" MIN. W/ (3) 8d TOENAILS @ TOP & BOTTOM SEE ?k OV * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. CHORD TO LEDGER PLAN + RNgNr, (2)10d NAILS @ 8" O.C. FINISH FLOOR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + FNGTj� TO TRUSS TOP CHORD WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED + PLYWOOD SHEATHING ° /4" MAX EMBEDMENT INTO BILK.) B-B PER NAILING SCHEDULE + + BAR BLOCK HEADER — 2'-0" 8" 5 -12d NAILS + + BLOCKING AS °D. ° 140" P P 6 ° T____#5 SOLID BLKG. AT TOP BTWN. ARCH () + REQUIRED CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A TO SUPPORT ° ° °D IN TOP TRUSS + SOFFIT III° KNOCKOUT / iv 8d NAILS @ 8" O.C. AT BUCK + + —� — _ :; CHAIR BLOCK 2 x 8 VERT. W/ (2)1Old _ PROVIDE 2x 2X4 SYP NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN. PROVIDE (2) MIN. CONT. W/ (3) EACH TRUSS MONO FOOTING .° D o .. . , ° SIZE AND REINF. PER PLAN I = VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS JACK TRUSS PROVIDED BY AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" CONNECTOR - LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF TRUSS COMPANY OR 2x4 . _I ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. CLEAN FILL z TO BE INSTALLED 3'-0" MAX SEE PLAN SEE LINTEL DIRT 2 BUILT UP PLWD. BUCK - SCHED. %. STANDARD = 7/16" OSB ARCH PANEL ° 91T HOOK N SCRIBE (NOTCH) BACKSIDE 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH CENTERS FIT #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #12 X 4%2" WOOD FILLED CELL, , - , - , - , - , , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" MAX. OR IF MASONRY PRECAST LINTEL O.C. EQUAL EQUAL 4' MAX. RAD. „ " " t � n _ � e o , � •n , Y , � s, o , � ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS WALL USE (2)1/4 X 31/4 TAPCONS AT 16 O.C. ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 FOR OVER HANG MAX. 4'-0') PER INSTALLATION DETAILS B-B SECTION SHED ROOF L STEMWALL FOOTING SIZE AND ARCH DETAIL K @ SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWAL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" A/C CHASE 4" PVC PLUMBING LINE SLEEVE THRU STEM NOTE: IF RETROFIT FILLED CELL CONDITIONS TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE WALL EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD CENETERED @PIPE PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" FOR ADDITIONAL INSTRUCTION. CENETERED @ PIPE—•:%�-==- =fir-- EXISTING BOND BEAM. PENETRATION PLUMBING LINE LPENETRATION *— —_ — — — MASONRY WALL. SEE PLAN FOR d ° ° d Q III=III=III=III=III III=III — FINI GRADE — REINFORCING. PROVIDE LOWER =I I IEI I IEI I —I 11= I I=1 1= • a a ° °.. • °. d ° I HOOKED DOWEL .. —III—III—II I—III=1 I I I=1 I I I=1 11=1 I =1 11=1 11=_I UP COLN. =1 I I I=1 I=III =.°. 1=1 I=1 I III III=I 1 1=1 I IEI I I=1 I I= I I=I I-= I I —I I=I I I I=I I I=I DRILL 314"x6"MIN. HOLE _ SEE PLAN — 1=III I C I=I � I III—III=I I =III=III= SET BAR IN EPDXY —I I= • —I I=� I =III= I IEI =� CAP TO PREVENT LEAKAGE z T— W.W.M. AT PERIMETER HTT16 W/ (18) -16d NAILS TO c° ° • -'I �I II I II=1=1 11= -� I - WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL #5X6' EMBEDDED INTO — — r � - (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ E:�J SLEEVE THRU STEM OEXISTING BOND BEAM SEE FND. PLN. , 12 BELOW TOP WITH MIN. 3 SIMPSON SET-XP EPDXY MIN. SIZE & REINF. GRADE COVER V-0" 12" EMBEDMENT & 1-3/4" MIN. On SEE PLAN FOR '' • . F.F. ¢ FILL CELL FULL HEIGHT W/ SEE FND. PLN. d • .' ;'a..•• EDGE DISTANCE w NON SHRINK GROUT. SIZE & REINF. PIPE PERPENDICULAR TO FND. FOUNDATION INFO , x ° w STEM FOUNDATION (ALLOWABLE UPLIFT=2,249#) p c� I a A Ito PIPE VERTICAL THRU FND. ° _ =__—_ Q a- 1 TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE ° ° ° • � ; — � z 5X6'EMBEDDEDINTO CENETERED @ PIPE GRADE — 3 g EXISTING FOOTING 2-#5X6 IN CONC. PENETRATION PLUMBING LINE REINF. SEE PLAN ° ® 9 N FILLED CELL DRILL 6HOLE GRADE SET BAR IN ,.•: Irai;;: O -III-III—III—I ° I —III —III I —III —III' ° ° I _ _ . CELL FILLED SOLID I I� I I, a °. I III- 1I II 111- ° ° III=� I ° w/(1) #5 VERT. REBAR ;4" SAW CUT SEE FND. PLN. (2) #5 REBAR. MIN. 3" (2) #5 REBAR 16" MIN. 1-STY COVER EA. WAY A SECTION SIZE & REINF. A/C CHASE 4" PVC 20" MIN. 2-STY EXISTING FOOTING SLEEVE THRU FOOTING '[ 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"=,'-o° SCALE: 3/4"=1'-0" SCALE: N.T.S. SCALE: N.T.S. NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT FILL SOLID BOTH CELLS #5 REBAR STD. 90" H00 1. 1 V.11L FIX t5^ NOTCH WEB AT THE FIRST DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineefing.com CA 25948 o N w z� 0 Z o M^ d � J Lm LL FQ-�ae%z' Z w z �o n U X F- C/) LU W Lu � w Lu Lc to = O � V J Q Ina be Z Q 0 m Z w O Z Z 000 cn 0 (y) CL cn 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 VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. CM19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRrITEN CONSENT FROM LENNAR CORPORATION. 4M19 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE 13 PROHMM. 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 19 103 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION NO.-1..03 / 02.11.19 r , G1 N a <LLJ C) c Z J w O = U N V' � ?N �' Q N ]z — zw W wM =10 >-00 Lu } LLu Z Q Lu = L4 N Ld W ❑ p(J ❑ SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 390441 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH �� 0 00 0000 LO V_ TEMPORARY TAPE 'FLgP' TO HOLD FLAP 4,1 HIOUSE WRAP 7 A I % 9' ROUGH OPENING: HOUSE WRAP SHEATHING WINDOW FLASHING METHOD 'A -I' A A WINDOW INSTALLER WILL CUT THE BUILDING PAPER At A 4 ANGLE TO A POINT S' UP AND S' OUT Ol FROM THE UPPER CORNERS OF THE ROUGH OPENING. B. THIS WILL MAKE A FLAP' THAT WILL BE USED TO COVER THE HEAD FLASHING IN STEP 6. TEMPORARY TAPE TLAP' TO HOLD FLAP �/ LWOI1cSE WR�IP 7 SHEATHING ROUGH OPENING: 4' SILL WRAP ILL FLASHNG HOUSE LIN< WRAP INSTALL FLEXIBLE FLASHING SHEATHING CORM AT WINDOW SILL WINDOW FLASHING METHOD 'A -I' 3-STEP PROCESS: �2 A INSTALL SILL FLASHING (EXTENDING 4' BEYOND THE ROUGH OPENING ON EACH SIDE) B, INSTALL CORNER SHIELD FLASHING (FASTEN WITH MOISTOP SEALANT OR E") C. INSTALL SILL WRAP (MUST COMPLETELY COVER ROUGH OPENING SILL (INCLUDING CORNER SHIELDS) 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 ` HORIZONTAL JOINT SHEATHING I . I BUILDING PAPER HOUSEWRAP I I I -CUT I am ` WINDOW 1 1 i OPLI\w SHEATHING (BUILDING PAPER OR HOUSEWRAP) CARRIED I' TO 2'%- BELOW BOTTOM OF SHEATHING -%- 4' TO 6' LAP AT VERTICAL JOINT 9' (6' MIND BEYOND CORNER BOARD SHEATHING WRAP DETAIL SCALE: N.T.S. TEMPORARY TAPE %AP' TO HOLD FLAP �NOIISE WRAP SHEATHING: CAULK BEHIND WINDOW FLANGE BEFORE INSTALLATION, WINDOW FLANGE SILL FLASHING HOUSE WRAP SHEATHING WINDOW FLASHING METHOD 'A -I' OA APPLY A CONTINUOUS BEAD OF CAULKMG ON THE BACK SIDE OF THE WINDOW FLANGE. B. INSTALL THE WINDOW ACCORDING TO THE MAR FACTURERS SPECIFICATIONS. TEMPORARY TAPE 'FLAP'_\ TO HOLD FLAP // HOUSE WRAP HEAD FLASHING JAM FLASHING WINDOW FLANGE HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLASHING METHOD 'A -I' OA INSTALL HEAD FLASHM3 OVER THE WINDOW FLANGE. B. EXTEND THE HEAD FLASHING 6' BEYOND THE ROUGH OPENING ON EACH SIDE. TO ALLOW MOISTURE TO BE DIVERTED TO THE OUTSIDE SURFACE TEMPORARY TAPE TO HOLD FLAP HOUSE WRAFi7 SHEATHING JAM FLASHING WINDOW FLANGE cJJ HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLASHING METHOD 'A -I' OA INSTALL JAMB FLASHING OYER THE WINDOW FLANGE ON EACH SIDE. B. EXTEND THE JAMB FLASHING 4' ABOYE THE ROUGH OPENING AND S' BELOW THE RI OPENING. C. INSTALL THE WINDOW ACCORDING TO THE MAREACTURERS SPECIFICATIONS. 2HIOUSE 'FLAP' WRAP7 � —-----------------------------7 mm r SILL FLASHING WINDOW FLANGE WINDOW FLASHING METHOD 'A -I' OA ALLOW THE BUILDING PAPER %AP' TO DRAPE OYER THE HEAD FLASHING. AD FLASHING JAM FLASHING HOUSE P' WRAF7 HEATHER RESISTANT FLASHING CONSTRUCTION TAPE JAM FLASHING HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLANGE WINDOW FLASHING METHOD 'A -I' OA APPLY WEATHER RESISTANT TAPE OVER THE 4 ANGLE CUT ON THE BUILDING PAPER B. ON INSIDE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenginee6ng.com CA 25948 o N Z E �5),IN. z In a(nL-Li �JWSu-^ RC zQ } d LP U 00 Z wW3 J 0 J � U III v) w W I-- LLJ °' V) _ cV r— J Q 1 m cn LW Q O °° 0 ~ O z Z U Z 0 0 0000 � CL cn 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 (Vold = 108MPH), 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 DRAWINGONLY. 02019 LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WIMOUT 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 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.. 1.0310.2.11.19 0 c.s L0 c od w O sz Co J 0 W = U WC',e U'� r 3 W w4 _3 W D �� w* �* Z :E = Uj IN4 LLl a to W a o SHEET TITLE: WINDOW FLASHING DETAILS & NOTES SHEET INFORMATION: JOB NO.: 390441 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH WF-1 O O 00 0*4 r— JREATHER ESISITIVE RRIER WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WOOD FRAME CONSTR. SELF -ADHERED FLASHING `% „"' 3/4"-l" BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP '' _ THRESHOLD OF DOOR AND RETURN WALL BY 61N. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING -- .....:'. �"`':'-- - SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING o<:;:;;_ ,.:.....:...-.:,;::a::''v.......,:::.• 's"`.:re.., `"•,. SUBFLOOR (SEE DETAIL WP07) :;. ..::'' ...,,• SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WEATHER �E BARRIER & EXTERIOR SHEATHING tARILY SECURE 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING VIA' EXTERIOR SHEATHING WEATHER RESISITIVE BARRIER ED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing Installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head 2 flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW Fwpoi FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r v�annvv r T.r+an nvu SELF -ADHERED FLASHING DECK JOIST NOT USED SELF -ADHERED FLASHING M 0 O O WP07 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED RIM JOIST 2 WP02 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 2 WP05 SELF -ADHERED FLASHING PATCH HERED FLASHING 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT FLASHING SELF -ADHERED FLASHING ........ SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 110 SELF -ADHERED FLASHING INSIDE CORNER Ground • : • : INV •. 4 Foundation Walf'• .: FOUNDATION WEEP SCREED NOT USED 2 5 4 6 7 Water Resistant Barrier Lath Sheathing Stucco S WP09 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. SELF -ADHERED FLASHING PRO DUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the lis of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to comer 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. & FRC R703.7.2.1 Maintain Bottom of Weep Screed 2" Above Roof Sheathing FLASHING REQUIREMENTS FLASHING AND SEALANTS FOR EXTERIOR WINDOW AND DOOR OPENINGS SHALL COMPLY WITH SECTION R703.4. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. THE WATER -RESISTIVE BARRIER IS NOT REQUIRED FOR DETACHED ACCESSORY BUILDINGS. 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 MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION 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 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 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 INSTALLED AT THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.31N ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 OR FMA/AAMANVDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. & FRC R703.7.2.1 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all DAN SC O ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com CA 25948 � o S z� 14 Z�r\ 0 Z a en J'+ . g�g Q ^ �- Z UX 5�P� W � � O Mill! U L ITJ LU LU LLl V) J Q m V) LLI Q O o° ca Q O w Z U 7- 7- 00 O � CL GO 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 OF THIS DRAWING ONLY. (02019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 0 019 - 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. -I / 02.11.19 44 N try 0 Q O oe O LU S< m J z O J 111 Q Ce = U W C� � >- 3: CA QN ad =N vJiNO LU _� }OD W >- W Z Q LLl = LLi w 5 a, W E E SHEET TITLE: WATERPROOFING DETAILS SHEET INFORMATION: JOB NO.: 390441 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH W P O OD O I N IOU LO v March 20, 2018 Re: Wood Construction Connector Com pllenCe for 2D151nter18tlOnal Cedes & 2017 Florida Codes To Whom It May Concern Section 2303.6 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specfies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM Di761 Test Method for Mechanical Fasteners in Wood Both methods determine a connector's allovrable bad as the lowest of the following. i Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NOS) 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 report to the 2015 I•Codes. As soon as the updated evaluation report are completed, we roll apply for Florida Product Approvals. However, reevaluating a large number of products wil take time. While manufacturers work with 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 shoving compliance to the 2012 and 2014 editions, respectively until July 2018 The information in this letter t valid until 6/30/2018 when it wall be re-evaluated by Simpson Strong -Tie. Please visit vmmstrona e,cc 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. Keith Cullum, P E., LEER AP dwiBON/ Engineer Southeast U.S Branch Y14e 1 of 1 S�rnv:un 0twnp Tier Gnapan{ in, 2227 Country Lane M,Kimer. Tx 75009 Phone. 972.542.0320 Fu. 972542.413D H1et,.atlYA9ilA�41R1 co U L C � ca Cn 0 L_ O C 0 U CU 0 ti .N O 0 1.0 �� L CU �`/+� O f� V/ O L� O L V/ M L W� a Z� Z a J a SHEET PA 1.0 NO. x, tikJP�oarlr�bEola � '. < �� s USP btdak,iilo. Fiortda Ada Produaf:ltppri9val Na i ESmNtritOaal t4ipbat ; ...tab tom) gbgps;pR - i4teok.►�ln i'torhie �r Pcadit4t Ayiip�n9vitil trkr. `, �' t8eela {90ty , A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2808 HD210-2 FL17232.3 ESR-3445 HU210.2 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10858.4 ESR-2548 HD218 FL77232.3 ESR-3445 HU218 fL10858.5 ESR-2549 HD216-3 FL77232.3 ESR-3445 HU218-3 FL70858.1 ESR-2&l8 HD28 FL17232.2 ESR-3445 HU28 FL10858.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10858.4 ESR-2649 HD410 FL17232.4 ESR-3445 HU410 FL10858.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD810 FL17232.4 ESR•3445 HU810 FL10856.10 ESR•2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGA101(T FL11470.4 SIM200803 HGAM10 FL77698.1 Evaluation Report HGAM90KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA76 FL17680.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20.18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT78 FL17324.2 Evaluation Report HTT18 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL71488.1 ES-0130 HTW18 FL17244.8 ESR-3456 HTS18 FL1045822 ESR-2813 HTW20 FL17244,8 FSR•3456 HT320 FL10458.23 ESR-2813 HTN24 FL17244.8 ESR•3465 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.8 ESR-3465 HTS30 FL1045828 ESR-2813 HTWM18 FL8223.2 Evaluation Report HTSM18 FL11473.11 31M200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10468.18 ESR-2813 HUGT3 FL8223.3 Evaluation Repot HGT3 FL10458.19 ESR-2813 HUS210.2 FL17232.6 ESR-344b HUS210.2 FL1�68-R4 ESR-2649 HUS212-2 FL17232.8 ESR-3445 HU3212-2 FL10656.11 ESR-2549 HUS28 FL17232.8 ESR-3445 HUS28 FL10658.11 ESR-2549 HUS28 FL17232.8 ESR-3445 HUS28 FL1085B.11 ESR-2549 HUS28-2 FL17232.8 ESR-3445 HUS28-2 pL1pg58,11 ESR-2649 JL24 FL17232.7 ESR-3445 LU24 FL10855.109 ESR-2548 J128 FL17232.7 ESR-3445 LU28 FL10855.104 ESR-2548 JUS210.2 FL17232.11 ESR-3445 LUS21 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 end Florida Administrative Cods 9B-72, please provide the information arid approval numbers on the bWktirp �mportatb listed bNarrr dVrsy vdtl be rNtized on the construction project for which you are applying for a building permit We recommend you confect your local product supplier should you not know the product approval number for are/ d the appliatbk hied products. Cssa9ory/&lbcalegaY Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING Therma7ru Fitter -Classic and Smootlt-Str (NON -IMPACT) f120481.1 +87.0/-07.0 Pat ThertnaTru Fitter -Classic end Smooth -Stair (NON -IMPACT) FL20481.0 +87.0%87.0 psf TMrmaTru Fitter -Classic and Smeotlr-Star (NON -IMPACT) FL20481.8 +87.0/$7.0 psf ThemlaTru Flrber-Classic and Smooth -Slat (NON -IMPACT) FL20481,14 +87.0/-07.0 psf ThetmaTru CtssiaCreR end Benchmark FL15225.1 +87.0%87.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 *87.01-87.0 psf ThenneTru FibaClasak:, SmodMter, ClwicCraR, Rusk FL76rtp.1 +87.0/-07.0 psf B. SLIDING MI Windows and Doors Swiss 420 FL15332.1- FL15332.5 +40.m-40.0 pat PGT Series 5570 IT1251.10 C. SECTIONAL Cbpay Building Product Residential VNndCode Doom W5 (8X7) FL15279.37 +30.0%32.0 Pat Clopay Building Product Reaidentld WIrWCa3s Doors W5 (18X7) FL15Z79.53 +30.0%30.0 psf Clopay Building Product Residential WlndCods Doors W8 (8X7) FL15279.85 +38.0%42.0 pat CIoPeY Bulldog Products Residential WkWCoda Dons W8 (18X7) FL16279.102 +37.0%41.0 pet D. METAL LOUVERED DR3 Cordes Division of AAD(3, Inc 807,707,727,747,end 847 Sine ti Ptln of Doan fL11537.1 WA (sae inert ahq 2. WINDOWS A. SINGLE HUNG MI Windows and Doers Sadao 186 FL174992 +50.W-55.0 pet PGT aeries 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors SMes 188 FL15951.1 +40.0/-60.0 psf C. FIXED MI Windows and Doors 3eriea 185 FL15349.1 +40.01-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Door Satip 6784 FL16353.2 N/A PGT Series 6500 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Buildup Prod. Cemplenk Lap Sling and HardNPluYr Lap 9ldup FL13192.1 - FL131922 N/A B. SOFFITS Atida Solid end Vented Soffit FL15272.1- FL152722 +70.0%70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 WA B. UNDERLAYMENTS Temko 151b Felt Urtdedaymanf FL12328.8 N/A C. ROOFING FASTENERS NOT USED 0. ROOF VENTILATORS Thompson Arai Metal Comp. OR Ridge Vert FL18918.1- FL18918.4 N/A Fonda Meld Product, Inc Vent RV10 FL21580.3 WA Lananco, Inc DA-4 Exehust Vent FL172021.1 N/A E. ROOFING TILES Borel Tlt Vllt 900 FL784927 - FL764928 N/A Baal Tile Saxony 900 FL7849.18 - FL784920 N/A F. METAL ROOF Gulf Coast Supply 8 Manufacturing, LLC 0.032" Aluminum GulR.ok 115' wide rent panel FL11851.2 R3 N/A S. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm panels FL15078.1 - FL15078.2 N/A All American Shutters 8 Glass Galvanized Stet berm Potato FL1788B.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Can. see chart ANCHORS Simpson Strong -Tie � B. TRUSS PLATES ITW Building Components Alpine Truss Pita FL1998.1 - FL1989.4 N/A MiTak Industries, Inc. Truss Plats FL2197.1 • FL2197.5 N/A C. ENGINEERED LUMBER �y+� Rim Board, LVL, P3L,1.3L FL8527.1- FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Carraate LlMals FL158.1 WA Commercial Concrete Products, Inc. High 3bsrptlt Concrete Lirttls FL1774 WA The product listed below did not demonstrate product approval at plan review. I understand tltat a< the time of Inspection of those product, fM trallowirp uaforrnatlorr must a evetiebt to the Inspsaor on the jobaite; 1) copy of the product approval, 2) Urs performance characteristics which tlro product was tested end certlllW to comply wMh, 3) copy M the applicable rmnufectixers irtsfetietlon requirements. Frstlrar, I understand Besse products may have to a removed If approval carrot be demonstrated during Inspection. APPLICANT SIGNATURE DATE Florida Deperlrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pase I 1am14 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dstall F.pa t 1am1e FLmmm ai am Coau.m Mbl ant n aimag Iabl M9111111]di 42111 KIM& ➢sue Rik ROL&Mr gm Mot Vwsbo Wmdrm[ Rnbr toomd.ilbrr rilWredm( riMrd jokiof der AomMad am ba rimbn morAdmumR"fd Malmta.Lbaa vrMa.em riMrr aanram MCAamd ArMmd tblha RewsM 2017 Tsama•Tru CWDOnftn Rick WrOd Lyndon F. Sdw*K P.E. Rya J. KWIp, P.E. IOMM17 07/122017 10ML2017 12112M017 Approved R*YWW 2017 ThermalTru Co:paa0on Rick V ftM Lyndon F. Schmkl, P.E. Ryan J. Kids, P.E. 101162017 071122017 1M1S2017 12M22017 Approved CeMsary: Ederlee DOM (419) 2WI740 PE-43400 (813) 7674M Cabpury: ExWor Doom (410) 2MI740 PE43408 (813) 167.8865 SueCabow Swinging Ex*W Door AUWMW rklnbrwMtlpmradArb. SubOebgory: Swinging Exbriur Door Assembsee delumembldpoonsuema. I eapaana Media* Evel allon Raped lam a 001" Cpnpllrwe eraseM Evaluadon Report iron a + FW W Res ' An abd or a Uowagd Fiends FWrke Registered Arch— or a licensed Fkwka pnft"IMM Etglrar pro(aenwW Epw sw 6 MatEMEM gY1aLAW1O0a Jab ar In La seas) HV Z 41YWm,WAC Ylm ldd gaabe amil mm tarns Mat 200KArlrOa ammodbLum b1No AMM ter MaiKan IMMA gamble Bohm 1 a.7b m Tru FberCWMo and 8mootll•SW NwMM 8Y39;118quo5NenlmpaMOuot Opaque 12gMM tin Ya No WA 6 f. TmmrTro FbarL`Wesic and Smoam-8kr Mon*acRrmmbn Nornpoe a800;O x'bvraOBqup Opaque iT/31/Jg20 No Va ea WJ NM NIA Carposbe"""MIN% SNM Door COmpaaPO Edge FbegW SMpW Doan MIRe OwMnODAsrllnp; X oomiguMbn) FLimalalJM OnswMnplOutewWp; X aaNpurallan) B�Lm flmd MaMLst got Roe 020 Pendhw Mo Sod agibL9f Ode data gW.bOdoa rib BM Moslem Ymoiaoaar Sraolao modmmmt.AlJmaa riidr"mt YalWroe a"mom FOC A.. —a Aamaal Isar tm rim►" ! Sir talauA. vmmmw®( ridgy SubmMd FSC Memo AmMad aMtte Ralson 2017 Then e•Tru Corponaon Rick W69M Lyndon F. ad-lat P.E. Ryan J. Kbp, P.E. 12M32o17 121132017 12212017 pending g FOC R°visl0n 2017 Then ne-Tru COMorobW Rink Wright Lyndon F. SUmkIL P.E Ryan J. King. P.E 12/13r2017 1211302017 12M/2017 PWWWV FOC ApproM Cobeory; ExUrw DOM (419) nS.1740 PE43400 (813) 76745" Category, Edarlor Doves (419) 2951740 PE-43400 (813) 757-SM SubCaNgwy: DwkVft EAwW Door Anwosse rldrworwbkpoalaMMle. Su6Categ": Swing" ExWdw Door Aseenwk s Conpgbra Medwd; Evskabon Report ban a ddrwalwbM9adau4ms. Cann Ganapiarwe Metl1eQ EvaWMYon RapOrt 4arr1 a am FWM R"Mmad Ardlted of a Licensed Fria Monde Rplelead Are&NW or a LJdarneed FWW@ Protaebnai Eginar Plae..b" Snaineat 6 Rant mfmdmda QuWftV AmtandA[1he As�Use timid deem Mat ho&NL g 2aWrm MLa Sddmmtao AbamledbLYa JUM Aaa®dtojW oubldeWAG! loose ➢rum timid"mmmlm resat E b1mZ anon 19awae 1 A. Thenm•Tru FborAWa.b and smooll4W Nominal 6WW 8 &*wtNon4mpad6quet Opagw 12/312021 No Yea No WA 6 f. TMnm-Tru FlMhClaab and SmodhSW Nonsked 8W0:.0 &WM;NorHkryadBquot Opaque 12131r" No Yea No WA Cdrgoeb Edge FM"Wsa $*a* Odor Coneoda Edge Fbaglaa 9416 Door Off; X aonf urolon) M mkgdima (Inswaproubm": X conagurNbn) Florid Dspeftent of Business & Professional Regulation Pave / a+ Building Codes and Standards 1150016 Product Approval Application Detall 6tlrisaa Rua MasL9r Ma lab 2MLEMOM Ma Mrs limbo 1fEWNIUrr Idmm Somm asJLIMM YmlWtlidJec ritdrd aUhmWm FIGAmmd Apar nd Aldo sAvW10 2017 rwmaTn Corporodon Rick VwlgM NaSoml AooaN4tlon& Ryan J. Kip, P.E. IM02017 MIMI7 12rd=17 Appoved Category; ExWbr Do= (419) 2WI740 Managafem MWkOa (813) 7674660 aWOWgory:A ' IIIg E)dwW DoorAsearWas ntloollmi dpo0muftwo, Qeapsana Yasad: Cut lalM Milk or LWft Com 6 gumbA2 n eaanrotfor UM eaoroved for Use load Mans Mat E SEL20adOW RrkuLtaNINDRA a I, NVNZ QUN19L M Bohm Ens 1 a. BgwtCkwk�CrM6gat and &gw0w4k erk by 6e and W OW" end Obud Fft%Uu Dow with 12I3IMMI No Yes No WA ThamaThAdvat and wlowa 8kaMa. kewkg andOubwkg 0 Florida DapaMlent of Business & Professional Regulation pew l a 1 Building Codes and Standards 11e410/e Product Approval Application Dated EWILU M gmE tOaCm[ tam Rda gudetrMM Ma MINE rid" mawdtlimc Gomm trbaallfarm riNdrmamt riMrr mOma1W IOGAw mnd Aamnd Hoe RevWlan 2M7 MI Vdneowa and Doan amrt Songs Luis Robert Loma Sloven M. Urldn, PE 0&l3a017 OSM 12017 00115=17 10/102017 Approved Categorry: Exurb/ Doan (717) 3863300 PE-02514 (717) 31744M pWCab(pry: Sift ExIsdor Dow AesMleXes beSn erardwd.oan Caalp.. Wood: Eval al m Report bow, a Par da Registered ArdWd or a Lionsed Flame Probabral Engbaa 6Calt,taLemdlma gmdkAmlmr &UUUU Ills &WA=dbLon Imd Mrn Mat 2mokaxuklgRaao InMVMZ O.MW MVHZ eawibl BtsmE! 1 SERIES 420 ALUMMaIM SOD SERIES 420 ALUMMUM SOD OXO 12/312018 No Yea No WA 1453/4&guotxW&pat NOM40N'ORCED Florida Department of Business & Professional Regulation Ppa t a I Building Codes and Standards lamle Product Approval Application Detail Pl,ai7taHa god !mace[ Ron got 2MLEVAN WE v.paa.d sew Yrdrld �Am[ml t AoaoEad ashy Mrss rinbn eta s�eaf Embs[!l,ksnr Rommad t Revision 2017 Themia-Tro Cppondion Rkk Wright Nellansl Aon4edEaMon & Ryan J. log, P.E. 12202017 OIW212017 12222017 Approved Category: Ederlar Daps (419) 2WI740 Maneganwm hoots (8/3) 76746M 6mCWgary: SwMgpq EAWW Door AaeemMea rl war0kOoomuhnb. CagnSana Masson: CerOsmOon Mark or LMteg mom asulaftbRam gooLarrde Angfowwhctka AsmvedforUm load levee Mat S it a 1nHVM MamaIDQZ MaYhtm Eseam 6 a. &quotSmoWB 9nr&quot and &qud;aendunak by 8a and EO Opaque and Oland FbaryWa Door with 17r MMI No Yea No WA 1116—TAAW01; and withal WWM. Musing and Oubwag Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Florida DepaRmeni of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap.1 a+ ++e Florida DepsrtrneM of Business & Professional Regulation Building Codes and Standards Product Approval Application Datell Papa 1 a+ +Note RAwaiaii, floe tmbL9[ gal )gilt gesPran rib F1agMA2e Sod Boltz o Ooa gill 2ALbodn no MINE Vaud" Makdasimc fatmm toabdaLbEor rillaamm lim" Bakod naaamEd A"®rW Mom Mrs Y9d" lblmlbg= Raatd MelorLaLbsm riMrmmc YaIWYd mom" BGarMel ag®md au m Ravish 2017 MI YWldm and Daata Dart Sebper Luis RobwbD Lures Shmmn M. WON PE 011113MIT 001112017 00/1520/7 10/10=17 Approved Ravish 2017 POT Industries Dean Runk Muni -Dade SCCO - CER M unFDede SCCO - VAL 12fM2017 IMAM17 1223=17 Approved Caleeory: Edam Dona (717) 365L33M0 PE.62514 (717) 3174454 Cabpay. Exlerbr Door (941) 48MI00 (7116) 3154690 Subcategap: Sang E wed OwAsownbMs MMnPallniodoan 6ubCa1spwyr MVV RAWW Dow Aaamblln druarkepIrModuWbeeom Ca--- Maned; Evaluation ROW from a CompWese Medwd: CerVaft. Mork or UWLV pbMe Ra91aMW AMMW or a LMWWW Florida Probabnal E1gN1ea 6OM4t26 Emdwb gmwkArErrr AggDoadjoLiNe ArMuOfor Use 2nl" Mat Smmist2 Mbl In NVNZ Otdow, wV Z Belied F— UM Anorand far UM _ � 10 SOD 6870 (Loge MisMb kgecM vinyl SEdkg Olua Door 0414RMgi Yea Yea yea MIA Mat Emmm�Mn f�odMRN" no l tiS ands m EmmonsI 5 SERIES 420 ALUMINUM SOD RENFORMD SERFS 420 ALUMINUM BpD REINFORCED)= 12/312018 NO Va No WA 14mgratol"gnwt Florida DeparDrsnt of Business & Professional Regulation pea l a 1 Florida Department of Business & Professional Regulation Fap.1 a+ Building Codes and Standards 1a4101e Building Coda and Standards laws Product Approval Application Datell Product Approval Application Detall go lmbLa Rrt dalo DN.PMNNM gee Red EDtlsL9L rile MY tlsbl.ESuloa rite Mma Woman MmWk rr God looWMlLbara vwkamm( ritatlm timm EIRANOW AR Mnd fauns Mall Vmlm Masulo9Yef R"ld CmImtLLlome VIM rildaW pitmans BRArmd Abmrlol aura Rabbn 2017 Cbpsy buafag PnoduW CW"" Mark 11,0141106ek I ft Taateg Sar,4096 NA Oily Plu~ I MM17 OSM002017 12/0=17 AppMftd ROVWM 2017 Cbpsy Busting Products Cw"" Mark warA aid Imemk T"W4 Seto" NA, Oily PkahW I M M77 06MMOI? M1054017 Approved CaMpory: ExWW Door (513) 7704= IM (513) 51045" Cotepory: Exbrbr Door (513) 7704M82 Inc. (513) 610-6w suscasawr seasonal edeft Dow Man". mwasiMMkOdoWY.wn SubCaMMy: Sedbml EXWW Ow Aaambas mwaMAMk6dM ey oo,n Cowpkam Mated: Catl6abon Mork or LWnb Cenebenwe Mad d: COMMON Mark a LMsng gmwkAWmre A A"Mrmifor L S leans gels AbdroVed JIM Un AbMabdJIMUse IN" grin Mat b9lhumongdMe ralmdtumdmam I, WAR QWWd UM sum m Er"n Mat G"IoattsebuMnOYe kLk= gtrWnmZ namw Eseam M OM VA-09 PAW2F153: 73, 76, 8411, 94.42. 48, 425, 4M Steel Pan (min. 25 sa.) SkVbCM (up to 970 Ide) 06212025 No Ya 174Doe No .36 PSFv42 PSF 102 102 VA616 PAN-2F1S3: 73. 76. &4& 94, 42.48.42g, Riga, 4RI T 6RST OD5S GR5S ARW BOW Steel Pa (Irn. 25 tea.) DoubaCar (97 to 167 061211M20 No Yes wide) VV N)CODE&0174• Wit Gan9e Door NO -37 PWI41 PSF Florida Deparbrod of Busirsss & Professional Regulation Building Codes arid Standards Patna 1 Product Approval Application Detall/amt8 God Knew sass tale oo bo&u no Om rimbe Wamdmof gimd MrmuuLbra riMraamL riMrid Moses t!s<erMal aabmm Atha Rw4wm 2M7 Thera-Tru Comwalbn Rldt VW" LyAdM F. SOWWL P.& Ryan J. King, P.E. 101IS M7 071122017 10nN11017 12H2/1017 Approved CaMaay: EJtteda Door (419) 2WIT40 PE-43M (513) MY-6555 MnbC,legory: swinging Edenor Door Annembia ddlemOmMdgwou Mnr. Coap9rwa Meweew Evok"on Rpat from a Con Florke Registered Mdwbd or a Loomed Planes EkggMdALbWmga RateWonal Engineer teat =1.10, Emammgradim leslo LumbimgW mdm¢ 2NOWLHM amow EWre 9 L rMrma-rru 8"Ma eter N"AW SW9:5 SquotNonbreWBpwl; Olaved 1213 M20 No Va No NM coneoom Edge Fbwgmu SWgb Doe (k wInS*A wig; x w M-nMM) Ftssal4Rs SINd embLor go Do DOLhafrOg go Ourid" o mimum la9bblr tomoNEAllom YINN" riadmm mrr kM EIGAMMM Ammo era Revision 2017 T1ema-Tru C"Mborn Rkk Wrgnt Lyndon F. Sdnr" P1, Ryan J. Keg, P.E. 12M37J017 1211MA017 12M2017 pending FIND Approval Category: EdNbr Done (419) 2gS-1740 PE43409 (513) 767-6M areCaboary:8wligh ExIsdor Dw Asmarlbbs ndlwrrebkpoomWplls. Connrasana Mesas: EvaWMM Real borna Dons FWW ROWAWW AMNIed or a Lkemed Florida Probabnal Engkaw Mora prompt Mass. Munim w ffismil 9daLamaumulot Preload Desafludon AebMudfar U, AemamdbLLIN IalOaZ gal W NVNZ kind ftelo ll 21dm Erma 9 L ThormaTru FbaClaWe add SwaotlFSW NomM SASS &quotNon-kMed&Wot Gored 122VM21 NO Ya No WA CW4*01% Esp FbWVMU 8"Is Doe (Inev*4 rAwk9; X owmigunlM) BOMA&M wade $" rid" Nkomo= Radon 2017 MI Vendows end Dodo Cetepary: Ex1anl0r DOoe WbCabgery: alone Exlenw Door Asa nbl" CompRana Mediae: Evaledon ReW front a Florida Rsgbbmd Amhk-ol a e Lkwnaod Flalds Ploaselonel En& wr B au ModsL Number ar Mesa 33 8EPoE8420 ALUMINUM SOD REINFORCED Florida Depaftwt of Business & Professional Regulation Building Codes and Standards Product Approval Application Datall Florida Departrn of Busses & Probulonal Regulation Pase l ef2 Bu k6tq Codes and Standards laws Product Approval Application Dalall MINIMUM gene t�La[ gab gilt asLawma MIl Mrs riles NMN&9 t 4bdd turrmlLbM Yddmkta( x M mOaNlm B Lammad Ammnd MOa RSVMbn 2017 ThMWTru CWPM@M Rkk Wright Lyndon F. SOM406 P.E. Ryan J. KWg, P.E. 1W1ewl, 07112=17 ionaw7 121122017 Appmwed csbgary: a"IM loon (41S)tag-1740 PE-43400 (613) 7674M Subcauqua rr Swkghg EMwbr Door Aawnbko n , a - ksoominMnb, Coseftm Mated: Evele9on Report kart a am Forks Ra-* Arditd or a Licensed Flu pmfnsww Ergkesr Mail I lef m gumNLU i Maaad ft d 14 n. Thon NaTru Fbw.Cbmeb and Snwodl Slsr NoniW &11030;0 &T1CtNCn4mP.Cn&guCk coped 1203 M20 No Yes No NM Composee Edpe Mangoes Sbgip Door (rrw eembekg; x aadpw.ma) lSaiMG140 smYt fooka no be Otbl,llaaa go Mtn riolon lblmd om 99" smooKkab Nddso mt Yalatble al o BGAmmomd Aamomd ado MvM. 2017 TNwnlaTro Coromom Rickwww Lyndon F. SahmkL P.R. Ryan J. Ift PE. 12/132M7 12M37M17 12212017 dhg FECAppo Cageryr ExIeft Dann (419) 28&1740 PE43400 (413) 79746M srbCWmw : Drbwft E10alor DowAaamMNs SAL ceempoannes Mooed: Eel abon Report from a Con Flande R.pisMwd Ard*W or a Lkawwed Fkrke pfoft"W" Engineer IMOK140 produces gm dYda"mmr AmaNd IN UM Ammsdiclbla how 21" Mat Sam IunmR 2NOWLt OZ Nrhden Eskimo 14 n. 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P.E. 06/27/2017 0620/3017 07103r2017 Approved (263) 924-6474 (60S) NO-13M oeser.am g oLAo� Amoraved for W aR,,,d to, Um lmmd 2et9 more AL EMtrama, IWM gamLdlmlMtlmmtlL In NvHZ 2MUWLk= Biwo t EMLmt 4 TJ Ran board SMNWM Cmwesks Lumber a oriented Strand 03/312019 No Mae WA WA board Ran Board Florida Department of Business a Professional Regulation page l a l Building Codes and Standards 141201e Product Approval Application Detail sae IBM" am gt dlbpwusm gt Mum MNWN MMadmkmt flow EedmKLUMM MttI&W& ymod" ammlYd "ICAmmMl ammm Loa Revision 2017 CAST -CREW USA, Inc. Calo Pebble L%MH)edo BCCC-CER LSWnW3o BCCO-VAL 11/14r1017 10114120/7 11212017 Approved Category: Bwrcae" components (813) 4M4641 (780) 315.2500 Sabcalpay! Prodw4 karoduosd so a RawR of �.e>1111 New Taolnoloay Ceaylkanoa Method: CadM=dm Mark or LMbg nomm LLMiLve aOEmoil no ANMWJ LW deem pile 1IN! Em6mL2muNo It inlfllHi OU&d&HVNE 1mYUrd Ea19eYm 1 High Strength Concrete LYph 4, 6, 8, and /2 bate Will* IeMh 00/112018 Yee YM WA WA Florida Departmient of Business & Professional Regulation Pam.1 a, Building Codes and Standards 11511018 Product Approval Application Detail B9IIUM calk Iim1La gum fat 2NLBmd o gb Mum version Mmdohm adM UNI M ElfrdomK asmmM Late Rwhbn 2017 weywh"U r Rob SOidwb IOC Evek*Wn Sevbe, LLC A M. A Retmmed, PE Oa22/2p17 062MV 0700=17 Approved Category: Structlmal components (253) 024-0476 (008) 832-1344 SearCategay: Engineered Lumber RobM.BaMwMmneyerhe CompNwm Method: Ev fusion Raped From a aumlo m Pro" EvaMatbm Elmo gmwkA Ime agg"INkclkg Assigned far "Bel mWo 6 Weyerive- Ran Board Oriented Shand Board Rim Board 031312019 NO Yp WA WA msOhamMm Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail aAlUAM gist Enter m m vlYm m soo m[ ga))td FalBeult.tleet Ravhbn 2017 commenced nced Conerele Produrh,me. Robert Gale THUY H. HUYNH Ca Teary: $buck" Components (813) 8593707 PE-00122 SubCohomy: products Inlrodueed as a Resua of pmecasq"ooyaha.00m Nov To"mobgy Caapbr ill atlad: EvaNatlol Report bona Fbrba Registered AraNbd or a Warned Fbr e s PmohoobMl Engaaor 8SITHASleradMt ma E Produdillodol. IlLimber w Maine P1dMd2MMdINM 1 Ouaay Preoat or Commercial Concrete Produce Preesol and PreprssMd Cdndete Lint Paplal +mAws gat gb 2MLbodm 21b immmmm MINIMUM imbodud FICA --al AmEmul lima John Hoy ,00`14r2017 10I132017 1026=7 12112017 Approved (362)W5311 goo LAW aeohKUMM aesedfoclUe bud 2mm 06252024 No Yp WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 2 3D912we Cale Edtyor dtb 21W 2dLbadm go mall )LCI21m uimdNa m (Lkenda, Validated Be Validated Submitted Fee Aciereval Avarodt Revision 2017 Gulf Ceed Supply& Nlenufadunng. LLC. Eno David D.,W S. Kuhn Look. Bowden P.E. 10112r20+7 10fluAl7 10a?2017 121122017 AW044 Category: Rocing (352) 496-0778 PE-75619 (334) 300-1800 subcategory: Metal Romans Intogguucausuppy.00m Compliance Method: Evaluation Report Born a Florida R.glderod Arenitad"a Licensed Florid. Prdeenmal Engineer eats Produel Model. Number" Nate gD Quality Assure oo felted alV1(I(M RU Armoved In to Use Aoorovad HVHZ Outside f"Use HVHZ Imbed 9eWil geese IeWW[t 1 0.032&quo5 Aluminum 5V Crimp Mn 0.032&qud; S V Cramp Aluminum Roof Panel 04M22024 No Yes NM -NIN or 15/326quol; Plywmd .108.5psF 2 00321lquot, Aluminum Gull Lek Mn 0.03211qu at: Aluminum GUN Lok 166qud: Not 04112nO24 No Yes NIA -NIN Root Panel over 1 &W&qud; Plywood A 10.OPSF 3 ,aqua, 24pa. Gulf Snap 1&qud, Gulf $nale 24 Ga. 179quek vide Roof Panel 040122024 Yea Yes N/A -N/N-131.OPS Dour 15W&quot Plywood 4 +6qud; 24ge Verse Loc 1&qud: VereeLoe 24a 186&oud: V4do Rood Pend OM722024 Yes Yes NM -N/N over 15/32&gwL Pynvwd -136.5PSF 5 1&Wot; VerssLoe.032&qudl Aumnum 1&qud, Verssl-w m1n.032&qud; Aluminum over 04/122024 Yss Yee N/A -N/N 15/32&W"': Plywood -101.OPSF 6 1.5k.t:24ga.GulfSnap 1.Skuot Gulf Snep alga. 1611quof; Won Roof 04/122024 Yes Y. N/A -NW Panel over 15132&quel; Ply000d -110.OPSF 7 1.66quck 2W VersaLoc 1.Wwt VemaLoc min 249a 16&qud; wide Roof 04/122024 Yee Yee N/A -NIIJ Panel over 15/32&qud; Plywood .123.5PSF 8 2&quot: 2490. MegaLm Mn 24 Ca. 2"el; MoWlgc 189quek vide Rod "M22024 No Yee N/A -NIN Pend war 15132&qud; Pt"-d -106.SPSF 9 24 Ga. Gulf Loa Mn 24 Ge. Gulf Loa 10&qu t. Wide ever 1=2&gy l: 04r122024 No Yee N/A -N/N-M.7P6F Plywood 10 24 Ga, Gulf seam Mn 2400, Gulf Seam MOW Wde Roof Panel g4/122024 No Yss N/A -NIAF93.SPSF over ix4 Wood Purinl ova W32&qud; Plywood 11 24 Gal, Gulls- Mn 24 0c Gulf Seem, 1 3/49qud; Snap Look. 04/12r2024 No Y. NIA -NIN 186que1; Wlde Root Panel over I W2&qud: Plyvood -/06.5PSF 12 26 Ga. 5V Camp Mn 26 Ga. 5V Cramp Rod Panel over 15526qua: 04//22024 Yss Yee N/A -NW Plywood -158dPSF 13 28 Ga. 5V Crimp Mn 26 Gal. 5V Crimp over I&32&qud, Plywood 041122024 No Y. N/A -NW 13l PSF 14 26 (3c SV Comp Mn 26 Ga. 5V Cramp Roof Panel over 1.4 WOW ON12r2024 No Yee NM -NW Purkne over 15/33qua; Plywood •158.5PSF 15 26 Ga. Gulf Ldc Mn 26 Ga. Gull Lok 16&quof; rode Roof Pond over 041122024 Yea Yes Nil -NIA/ 15/32&quof: Plywood -161.OPSF 16 2503,001.01a Mn 28 Ga. Gull Lek 16"Ot. Wide Roof Panel over OV122024 No Yea NIA -N/AI-93.5PSF 15/32&quN: Plywood 17 26 Gal. GuffPBR Mn 26 Ga. Gull PBR Rod Panel Over 15529quct: 04r122024 No Yee N/A -NIN Plywood .154.7PSF Florida Department of Business & Professional Regulation Page 2 of2 Building Codes and Standards 32"201e Product Approval Application Detail m0.e preAd Yedd. Ntvraer er Mama Quality Carded Azsiur ea Exalrellm Dab AWOWd for U" In.HVKZ Anaoyed for Use gLeilm.mmL Iamod stws m gWlm 1719Moa 18 28 Ga. GUI,PSR Mn 26 Ga. GufIPSR Roof Panel over 1 x4 Wood 04/122024 Yes Yee N/A -N/N Purms over 15f32&qudt Plywood -151.7PSF 19 26 Ga. GulfPSR Mn 26 Go. GuVE R over 15m2&qud; Plywood 041722024 Yes Yee NIA -N/A( 154.?PSF 20 26 Ga. Gu6PSR Mn 26 Go. GUMPBR war 1x4 Wood Pudins over 04/122024 No Yes N/A . N/N 1542&quct: Plywood -15+.7PSF 21 26 Ga, Gu"Rib ten 28 Go. GURRib over 1 x4 Wood P"Ins ever 04/122024 No Yes N/A -N/A/ 15/32&quof; Plywood -164.2PSF 22 26 Ga. Gumbb Mn 26 Ga. GulfRIb over 1 &W&quot Plywood W122024 No Yee N/A -NIA/ 59.2P$F 23 26 Ga GuNRib Mf 28 Ga. GUNRnb over 1502&quok Plywood 04/122024 Yee Yee WA N/A/ .1592PSF 24 28 Ga. GUntib ten 26 Go. GumNb over +x4 Wood Pirrone over 04/122024 Yee Yes N/A -NIA/ +5/32&qud: Plywood .164.2PSF 25 29 Ga. GuI1Rlb Min 29 Go. GuIRb over 1 x4 Wood Purins over 04/122024 No Yes N/A -NIA/ 15/32&qud; Plywood .123.5PSF 26 29 Go. Gul fib Mn 29 Go. GLORio over 15/J2&qua; Plywood 041122024 No Yes N/A -NIA/ .146.OPSF 27 29 Ga. Gullible lion 29 Go. GuNRib over 1x4 Woed Puramn over 04/122024 No Yee N/A -N/N 7/Melud: O.S.B. .101.OPSF 28 29 Ga. GuRRib Min 29 Go. GulfRib over 7H6&qud; O.S.B. 04M22024 No Yee NIA -NIN -116.OPSF earth Criteria on: 2017 fl M: 11651 Application Type: ALL product Manufacturer: ALL Category: ALL aW¢Ypery: ALL Application Status: ALL Compllance Method: ALL Gwoty Assurance Entity Contract Expired: ALL produel Modal, Number or Hama: ALL Product Description: ALL Approved for use In HVNZ: ALL Approved for use okalde WNZ: ALL Impact Resistant: ALL Design Pressure: ALL Der. from: ALL Dole To: ALL O N L -pet aj O_ 2 � a Qi O CU C = 0 U- O .� -p E O 0 ��a�E�a Q .� Q voo . C V ^ J Q Q z z W J C: 0 CIO Cn 0 W U) CU 0 L- Cle. 0 U L V N `M� W CW G Q Z Z Q J a_ SHEET N0. PA 13 If I w