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°I �I �32g �66� �b=s sr 3'-b'x3'-b' A/C PAD LOCATION (MIN. 3' ABOVE FINISHED GRADE) INDICATES 1- 5 VERT. MAR IN MASONRY CELL FILLED SOLID V CONCRETE. VERT. REINF, SHALL BE HOOKED INTO BEAM ABOVE t FTG, BELOW PROVIDE 25' MR LAP WHERE SPLICED 4 WIRE TOGETHER ■ IVA, cc (SIM) S -r I ■ ■ IR'x9la' ■ ■ I I RECESS I P" ■ V/V/ ELEVATION .l-) I-1/1' IMF. I ■ r-H aO I ELEVATION CAN BE NO MORE :H I THAN 1-1/1 BELOIU TOP OF F $ u' I EGRESS DOOR THRESHOLD. ; E I I AI FIELD VERIFY. `� I b L S3 — — ■ I ■ ■ ■■ L— - — — — — — — — — — — 3'-10' 4'-9' '-0' 3'-4' I J1.01 01 '-0' L 53 4? I 131�41 U 1-AT D (0v I >� I I 63 �� v b'-8' v ' TO GAR WALL PARTIAL FOUNDATION PLAN - ELEV. 111511 SCALE: 1/4'=1'-O' :t 719 o 1■ i i V :, 772, STEP WC.rz j LAv I s3 HB. I o .... NOTE: PROVIDE GAS DROPS (IF REQUIRED) FOR ALL GAS APPLIANCES. (VERIFY LOCATION OF ALL GAS APPLIANCES ON FLOOR PLAN PRIOR TO if ANY CONSTRUCTION) i CONTROL JOINT — - — — — — — — —I 41-4' I �' DEEP ,...._........._sm L. JOINT rlcL ------I— rt . ■ ss I I e I I 13' I -0' -4' 131'-4' ■ I � I ° I'-0' I A -� I I � i I ■ 53 I I ■ ■ I NOTE: PROVIDE 11/2' x 13' I ELEVATION -()1-10' RF. I 0 I WIDE RECESS, AND VI ELEVATION BE NO MORE e ( e e BEYOND A EA, END I THAN I-I/2' EGRESS OW TOP OF THRESHOLD. '� I I L-- r ----- -- --- -- I -- -------- -------I ■ i FIELD VERIFY, I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ L----- ----_ - -I ❑ ■ ■ ■ ■ — — — IN ■ S3 S3 A L S3 S3 4'-9' 3'-10' 4'-9' 5'-4' 2'-0' 64 11-4' 254 50'-0' &nKET: ,4N/4'=1'-0' 9 0 :A A 53 9 om SYMBOLS BUILDING: SECTION KEY (Section No. over Sheaf Noe INTERIOR ELEVATION KEY (Elev. No. over Sheet NoJ DETAIL KEY (Detail No. over Sheet Noe 0 WINDOW SCHEDULE KEY (SEE WINDOW SCHEDULE BHT. ) 0— STRUCTURAL NOTE 0 -- HOSE BIBS N.B. FOUNDATION NOTES: 1. SEE SWEET SN FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL 5E ON THE SITE FOR THE BUILDING: INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL 5E EXPOSED AND A STRING: STRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 3. THE FOOTING: IS DESIGNED BASED ON 2000PSP SOIL BEARING: PRESSURE. CONTRACTOR/OWNER SHALL VERIFY SOIL BEARING: PRESSURE OF THE PROPOSED SITE. NOTE: 50RACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING: ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL. NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADF Sea TO APPLICABLE BUILDING CODES PRIOR TO COM'EINCEI'ENTT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DHEINSIONS, OR ADWRE NCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COM'EWCEW 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. P ANY MODSCATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE 0 FOOTING: SCa-IEDULE O m • SIZE REIN- lw_v DEPtH 1=1 2'-0' x V-®' (4) d5 EACH UAY 12' DEEP R 2'-b' x 2'-b' (4) 45 EACH WAY 16, DEEP ALL WORK SHALL COMPLY WITH PP.FWAILING CODES FLORIDA BUILDING COD NATIONAL ELECTRIC CODF, AND THE CITY OF ZEP;- vRHILLS ZOi� ORDINANCES r '-i "._ .- L�.L1fFLe�1 I:�i.1 ._ :nVTY l.tlPU DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 I.813.645.9698 www.donscoengineering.com CA 25948 0 r4 Z Q N N n o n z a Ln Z U.� wz3 J 0 J V) LLJ w Q LLJ Z W o 0 << Q Q L w N LLJ —, �Ipwv o0 0 w LU Z�¢� m Q0 (-),.0() U LLI CV oe co 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 (Vosd= I 08MPH), 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. 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 6TH FB- UPDATES 07.31.18 1.01 V. A T U LAYOUT REVISED 01.25.19 1.02 BEARING WALL NOTE 02.07.19 1.03 USE SIMPSON H I OA IL SP RT16A VERSION NO. 1.03 / 02.07.19 i� cv 2 w O m Z J �i z O = U W 0 } Q N = N V W WM =10 �-OD W } w Z Q L1J = LLJ ^J LLl ci W ❑ ❑ SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 390440 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH I CV 00 O 9 h 00 CV r� IO 9 i 16'50 x 36'H CMU COLUMN BASE SYMBOLS BUILDING SECTION KEY (Section No. over Sheet No) INTERIOR ELEVATION KEY (Elev. No. over Sheet No) DETAIL KEY �- (Detail No, over Sheet No) WINDOW SCHEDULE KEY 0 (SEE WINDOW SCHEDULE $WT. ) O- STRUCTURAL NOTE o -1~ HOSE BIBS N.B. MARK TYPE ROUGH OPENING A 255E 38' X 63' B 355E 54' x 63' C 248E (TEMP) 38' x 51' 6' DIA STD. STEEL PIPE FILLED SOLID Wt CONCRETE EMBEDED PIPE PROTECTED W/CATALYZED POLYURETHANE CONC. SLAB, SEE PLAN - CONC. FOOTING, SEE PLAN 6 MIL YAPOR BARRIER COMP. SOIL, SEE PLAN A PIPE BOLLARD DETAIL SCALE: 1/2'=1'-O' PARTIAL FLOOR PLAN - ELEV 11811 NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR AA TO BE ALKYD. * * SCALE: 1/4'=1'-O' NOTE: AR STAND DIMENSIONS ALL INTERIOR ANGLE GAS = W H, x 36' W, x 52' L. WALLS ARE AT 45 DEG. ELEC.: = 24' H. x 36' W, x 52' L. * * * * * * * * * * AREA TABULATION MODEL 2606 LIVING AREA 2516 SF. GARAGE 614 SF. COVERED ENTRY - ELEV. 'A' 51 SF, COVERED ENTRY - ELEV. 151 156 SF. TOTAL AREA 'A' = 3301 SF. 'B' = 3406 SF. WINDOW 5CHEDULE IM HEIGHT CLEAR OPENING b'-8' 33311' WIDE X 2625' HIGH 6'-8' 48312' IUDE X 2625' HKsH b'-8' 33312' WIDE X 2025' HGaH CLEAR OPENING SF 589 SP. 881 S.F. 46 SF. 30'-0' TO GAR WALL SILL EEW i'-6' II-6' 2'-6' a Q T-4' 5'-4' T-4' 6'-2' 9'-6' 5'-4' 10 00 0. (SPAN OVER +242/ -264 PSF I 14GMPH (SPAN OVER 2 OPENINGS) +234 / -25.6 PSF ITOW 'n 261 / -28.4 PSF 110 MPH 1 2 OPENINGS) +242/ -26.4 PSF I14GhIPN © © +252 / -215 PSF I 145 MPH 6068 TEMP, S GD. i 83 ® © 26J l -28.4 PSF -28.4 MPH \ "N *EGFES6 +242 / - 6.4 PSF 14G" +242 / -26.4 PSFI 14GMi�4 %` p \ \ 26.1 / -1 M PSF 1145 MPH 261 / -26.4 PSF 145 MM41 53 \ i7 \ \ FAMILY ROOM ' A MASTER SUITE \ 18'-4' x 20'-2' Tl'- 14'-4 GG (Slh1. SEE N01E'i \ VAULT CLG. T S3 FOR MORE INFO) 8'-0' CLG. \F - - - - - - - - - - - - 9'-4':CEIL- -- - - - - 1'-0' � I N - SLOPE UP 2:12 1 ` �1 II n �'�J 2668 I� k' 64R 34' HIGH *a I I I 1 I - - - - - I � 36'x22' ATTIC -, CLA 1 LAv. WALL BELOW � � � I ACCESS I � , , ,_ , 10 -4 4 -0 4 -8 2 -2 0 I 8'-10' L a' COWMIR I 1 EXwION e0 p I I UJ.LC• 2668 / I I _�� OlO `" I V-0' CLCI. ,-m, x' t r (SK SEE NOTE 01 S3 FOR MORE ) _ cis FLEX 1---- 1 , 1 , HEN I 13 -4 x II -0 8'-0' CLG, :-�"KI ' x. ' �' 64R PAN 2 -6' _ 14'-0' 8' o S.7 ' CLCa LIN 4'-011 ' 9' ' 8' H 4'" GT. `� I Y � s� � r --- ---- 0l�C. - l5)SH. N BEDROOM 4 6' 2668 124, x 124' I I M HALLWAY 8'-0' u.G e I I a4' GLG. ZB 1 � B AIC W-V `"jo 218, 1 L.`-r 5'-0' -0' - - BEDROOM 2 1 ALL a , i YENT 11' 0' x 12 0' 1 -4 ,L D ;' WANISON BOX 8'-0'AN Q wr LAv HER PROYIDE WEAT S3 WA StR ` ' ...- - ............. STRIPPING AROUND /}Q (4) SN. , PERII'ETER OF DOOR IV 1{/TJ N COMBO '` METAL THRESHOLD PIPE BOLLARD (W/ OPTION GAS WA ONLY) S3 � IN SEE DETAIL A0 F 4' STEP 4- ' 3'- ' 15'-0' NOTE: WASHALL BE ELEVATED 1 36'x22'ATTIC MR 16, ABOVE GARAGE F.F. W/ L ACCESS J WC. 9'-4' CLG OPTION GAS WA ONLY (SIM. W/OUt UPLIFT 4 SEE NOTE +1 FOR 0 MORE INFO) 54R -- ---- +214 =238, F � P PH D 3 CAR GARAGE 0 5,51. DR 53 304' x 20'-0' LINE OF GARAGE DOOR 8'-0' cw. LINE OF GARAGE DOOR IN OPEN POSITION IN OPEN POSITION EN r----- I I RY I ----1 - - - - - - I I I I I I - ---------- - - - - I I I BEDROOM 3 1 I I I T-4 cLG. 124, X W-0' e I I I I I I K 8'-0' CLG. 84 84 I S4 x T-O' OR G ARAGE DR I I 16'-O' x T-O' O.H. GARAGE DR *ASS+214 / -230 PSF I14GhfiN WZ N - r PSF 14GMPI4 +23J / -258 PSF A 0 +248 / -21.0 PSF 14223 / -253 g3 +26.1 / -291d PSF Id5MPH +242 / -21J PSF 145h1PH 6' 8' 0-8. '-0' 3'-4' '-0' It, I V-0' 2'-0' I6'-0' 2'-8' 13'-4' 514' 24' 29'-4' 50'-0' 0_fLq OR PLAN SCALE: 1/4'=I'-0' DIMENSION CONVENTION ALL & EXTERIOR OPENING DIMENSION OUTSIDE FACE OF 8" A NOMINAL BLOCK 83 /-4" FRAME WALL U.N.O. L�C�ENU VERTICAL REINFORCMENT IN C1'W. SHEAR WALL IN (I -NO.5 BAR IN GROUTED CELL TYPICAL. UA0.t HOOK INTO TIE BEAM AT TOP 4 FOOTING AT BOTTOM) FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) © CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT TO BE FILLED UNLESS SHOIW ON THE PLAN) 8'-O' TOP OF MASONRY 15'-4' TOP OF MASONRY BEARING WALL 2X STUDS 0 I6' O.C. Wl 1/2' GYP. (UNLO. ON PLAN) 2X STUD W/ 1/2' GYP. (UNA. ON PLAN) FLOOR PLAN NOTES: L SEE PRODUC? APPROVAL SHEETS FOR DOOR AND WNDOW TABLES AND INSTALLATION INFORMATION. 2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-NS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTNG THE FRAMNG INSPECTION (PER '* FBC 1103). LCI 3. *-DENOTES EGRESS WINDOW 4. GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE MANUFACTURER 5. EXTERIOR MOM 4 DOORS SHALL BE LABELED WITH A PER!"1ANENT LABEL, MARKING, OR ETCHING PROADNG TRACEABILITY TO THE MANUFACTURER AND PRODUCT. 6. LISTED WND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN PRI:MMS. FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE DIVIDED BY Ob. 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ SOLID WOOD DOORS LOT LESS THAN 13/8' N THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 13/8' THICK OR 20-MNUTE FIRE -RATED DOORS. 8. DUCTS N THE GARAGE AND DUCTS PENETRATNG THE WALLS OR CEILNGS C4 SEPARATING THE DWELLNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. � NO.26GA 6I4EET STEEL, I MINMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE STRUCTURAL NOTES OI PROVIDE (1) 0 5 CONT. N 8"P.C. LINTEL 4 (U 0 5 N 8'KO. BLOCK ABOVE, FILLED SOLID WITH GROUT. �2 PROVIDE 8' P.C. LINTEL 4 (1) 5 IN 8' KO. BLOCK ABOVE, FILLED SOLID W/ GROUT O3 PROVIDE (1) 0 5 CONT. IN 8' P.C. LINTEL IlW 2' RECESS 4 (1) • 5 N 8' KA. BLOCK ABOVE, FILLED SOLID WITH GROUT A 53 ® PR0I/IDE (1) 5 IN 8' P.C. LINTEL FILL SOLID W/ GROUT 0 (3) 2x4 COLUMN W/ 4-8d TOENAILS TOP 4 BOTTOM (SIM) O6 (2) 24 SFK HEADER W/ BLOCKING. PROVIDE (1) 2x6 JACK STUD * EA END OF HEADER 0 ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-8d TOENAILS TOP 4 BOTTOM OS (2) 2X8 SPFV BEAM UV USP HMO 4 COLUMN 4 USP THD28-2 MASONRY NANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE TRUSS ® (2) 2X8 SFK BEAM W/ USP TWD28-2 HANGER w SIDE BEAM, USING 6-161) 4 6-101) NAILS, AND USP 14TU20 s INTERIOR COLUMN O 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP PA M e BASE, PROVIDE MIN. 6' EMBEDMENT INTO SMPSON SET-XP EPDXY OR EQUIV. FOR ANCHOR BOLTS NOTE: L POWER BOX LINTEL (15 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4 REINFORCE W INFO AS INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR MORE INFO) ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHER13 CE t0 APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRICTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS TWA ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHAD. 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. I DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com CA 25948 g z o NNE o� o�M a z m^ 0- a o z �� W Z3 IIIIIIIIIII' W w Q Lu z w c/) O_ ��� � Q > V) Lu p w v m u, °- w C� w m Z O Q� U'o�< U � 04 LLB N U M ce) ISO 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=I08MPH). 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 20.18) 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. ® 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 ENGINESWO, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 6TH ED. 12.12.17 1.00 17) FBC UPDATES 07.31.18 1.01 A U LA REVISED 01.25.19 1.02 15tARINC, WALL N OTE FF"SINIQ 02.07.19 1.03 USP RT I AA N H10A ILO VERSION NO 1.03 / 02.07.19 cr .r3 cv c= o w m J z O w Q = U W 5 Z 3 9 QN =3 gF W Lum _� r000 W }4 w Z QLIi =ui aw 0 1n L I•- 13: o_ rx: IW ❑ ❑ SHEET TITLE: FLOOR PLAN GENERAL NOTES & INFO SHEET INFORMATION: JOB NO.: 390440 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 2 SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS ��0@ugSAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8—OB 8F12-08 8F16-0B 8F20—OB 8F24—OB 8F28—OB 8F32—OB 8F8-1B 8F12-16 8F16-1B 8F20-113 8F24-1B 8F28-1B 8F32-1B 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 1 6113 7547 8974 1 10394 11809 4'-0- (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 h) 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547(3s) 73421o) 8733(10) 10127(lo) 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) 6036 (10) 7181(1e) 8328 (20) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 1 4383 5061 1238 2177 3480 5381 8360 10394(37) 8825 (14) 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467(44) 6472 (15) 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705(3» 6390(47) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(3B) 4754 (45) 1 l'-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 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 1 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N R NR NR NR NR NR NR NR 165 1 315 1 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 1 654 1 884 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 SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6—OB 8RF10—OB 8RF14—OB BRF18—OB 8RF22—OB 8RF26-08 8RF30-08 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-18 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(10) 9311(,0 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (1o) 8060(3o) 7402 (,o) 8706 (111) 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893(32) 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998(1o) 10893(4e) 9'-8" (116") PRECAST 411 466 999 1568 1 2253 3129 4091 3146 526 999 1568 1 2253 3129 4150 5891(47) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ENGINEERING SPECIFICATI❑NS PRODUCT DESCRIPTION SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS SAFE LOAD PLF LENGTH TYPE 81_18 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 1 l'-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 6'-8" (80") PRECAST 595 788 E46 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 beam using concrete masonry units, GENERAL NOTES 7, Cast -in -place concrete may be provided in composite lintel in lieu of 1. Provide full mortar head and bed joints, concrete masonry units, 2. Shore filled lintels as required, 8. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 3, Installation of lintel 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 110 of lintel cavity, Safe vertical load Safe horizontal load - SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS ��G;3ffi� SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 81`20-1T 8F24-1T 8F28-1T 8F32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T " 3 —6 (42) PRECAST 1569 2655 3524 4394 5263 6132 7001 1569 2655 3524 4394 5263 6132 7001 4'-0" (48') PRECAST 1363 2305 3060 3815 4570 5325 6079 1363 2305 3060 3815 1 4570 5325 6079 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 1 5379 1207 2040 2707 3375 4043 4711 5379 5'-4" (64") PRECAST 1016 171 „ 2276 4 2838 3399 3961 4522 1016 1715 2276 2838 3399 3961 4522 5'-10" (70") PRECAST 909 1567(la) 208 , 2593 0 3107 s 3620 4 4133 ( 929 1567 2080 2593 3107 3620 4133 6'-6" (78") PRECAST 835 12 1407(2s) 186 2, 2329 1e 27901a 3251 14 3712(,z) 835 1407 1868 2329 2790 3251 3712 7'-6" (90") PRECAST 727 1065 2e 1624 1 2025 2e 2426 2e 2827 25 3228 24 727 1224 1624 2025 2426 2827 3228 9'-4" (112") PRECAST 591 708 25 1136 34 1474 1815 2157 34 2500 34 591 862 1318 1643 1969 2294 2619 10'-6" (126") PRECAST 530 575 z4 916 g 1188 33 1461 1736 33 2011 530 695 1180 (e) 1472 (4) 1763 2 2055 2346 1 l'-4" (136") PRECAST 474 504 g 800 3z 1037 32 1274 1513 32 1753 494 607 1042(1o) 1372 (11) 1643 (e) 1915 (s) 2187 5) 12'-0" (144") PRECAST 470 0 458 724 31 32 938 1153 1369 32 1585 470 550 940 10 1302 , 1560(13) 1818(11) 2075 ,o 13'-4" (160") PRECAST 418 , 386 607 785 30 964 30 1143 31 1323 31 428 460 780 (9) 1159 21 1418 zo 1653(,o) 1887 , 14'-0" (168") PRECAST 384 , 358 (21) 560 20 724 30 889 1054 30 1220 30 410 425 717 (9) 1063 21 1358 1582 22 1807 21 14'-8" (176") PRESTRESSED 239 334 (z1) 520 zo 672 zo 825 2e 978 zq 1131 3o 246 395 663 0 980 (20) 1303 1518 23 1734 24 15'-4" (184") PRESTRESSED 224 313 zo 486 2e 627 20 769 zo 911 zo 1054 20 230 368 616 0 908 (p)l 1240 zs 1460 1668 2s 17'-4" (208") PRESTRESSED 187 263 10 405 zs 521 638 756 873 192 306 506 s 740 10 1005 127131 1473 1 19'-4" (232") PRESTRESSED 162 229 , 348 447 25 547 647 25 747 (20 166 263 429 s 623 (is) 841 zs 1059 30 1227 30 21'-4" (256") PRESTRESSED 142 204 ,s 307 23 393 480 568 24 655 24 , 1630 Zo r " rr 22 -0 (264) PRESTRESSED 137 197 (15) 295 22 379 462 546 23 137 223 8 513 1 688 24 863 2s 999 zs 24'—O" (288") PRESTRESSED 124 179 (14) 426721�455 42 2, 41s 2, 492 z, 567 22124 202 9 ,e 606 757 876 (#) 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 <@710�09@uq SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30-1T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1668 2362 3056 3751 4445 5140 905 1668 2362 3056 3751 4445 5140 4'-6" (54") PRECAST 867 1604 2272 2939 3607 4275 4943 867 1604 2272 2939 3607 4275 4943 5'-8" (68") PRECAST 675 1269 , 1797 2326 2854 2 3382 3911 675 1269 1797 2326 2854 3382 3911 5'—loop(70") PRECAST 655 12071 174611 2259 2773 5 3286 2799 , 655 1233 1746 2259 2773 3286 2799 6'-8" (80") PRECAST 570 929 1e 1530 22 1980 10 2429(1M 2879(15) 3329 14 570 1080 1530 1980 2429 2879 3329 7'-6" (90") PRECAST 506 742 (,N 1364% 1765 ( 2166(2e) 2567(24 2968 (23) 506 898 1364 1765 2166 2567 2968 9'-8" (116") PRECAST 395 468 15 884 32 1222 1540 34 1859(34) 2180 (34 395 560 1 1072 1386 1 1701 1 2016 1 2331 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. LINTEL SCHEDULE NOTEI QUALITY PRECAST LINTEL IS AN ALTERNATE OPTION• REFER TO SHEET LINTEL 2,2 FOR LOAD TABLES, n0" OR D O O o. • a . : 4 CASTCRETE 8F8—OB/lT POWERBOX 8x8—OB/lT (:D D • 4 • 4 °e OR o " °e O O 4 ;• CASTCRETE 8F16—OB/lT POWERBOX 8xl6—OB/lT E E • 4 40. • 4 oo" D °e OR o " D •e 8D O O A A 4 :Q. CASTCRETE 81`16-1B/1T POWERBOX 8x16-1B/1T F F 10 4 40" D • 0 D • 0 ° 4 'n , n D e A D ee .4 ° OR 4 D e e D e • O O •0 CASTCRETE 8RF30—lB/lT POWERBOX 8x30—lB/lT G G 00 c OR 440 4 D e • D e s O O •0.. CASTCRETE 8RF14-lB/lT POWERBOX 8xl4-1B/1T H H MATERIALS • Concrete masonry units (CMU) per ASTM C90 with minimum net • Vc 8' precast lintels = 4000 psi area compressive strenght = 1900 psi • PC 8' prestressed, 6' and 12' precast lintels = 6000 psi Rebar per ASTM A615 Grade 60 • Pc 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 must be reduced next lower height, by 20 % if bearing length is less than 6-1/2 inches. 9. For lintel lengths not shown, use safe load from 2. N.R. = Not Rated, next longest length. 3. Safe loads are superimposed allowable load, 10, All safe loads in units of pounds per linear foot, 4, Safe loads based on Grade 40 or Grade 60 field rebar. 11. All safe loads based on simply supported span, 5. Additional lateral load capacity can be obtained by the 12. The number in the parenthesis indicates the percent reduction designer by providing additional reinforced masonry above for grade 40 field added rebar, the precast lintel, Examplel 7'-6' lintel Type 8F32-IB safe gravity load = 6472 (15) 6. One #7 rebar may be substituted for two #5 rebars in 8' lintels only, w/ 157 reduction 0 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 F 2SPAN OVER OPENINGS) F F (SPAN OPENINGS) MM 2) 8'xl2'xl/2' Q MINIMUM BEARING 0 PLATES W❑❑D SHORE (2-2x4 C❑LU BLOCK SHORE O 01 MINIMUM) 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'—Oa A.F.F. (UNLESS NOTED OTHERWISE) 9'-4; �9=4 ELEV. "A" ELEV. "A" 11 so, IS04 Is Affs, rl 01439. ONE E B \11� ELEV. "A" ONLY ITI J 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. 0 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenginee6ng.com CA 25948 8 Z0 O Q CNC�� Z i aLn N� aLL^ 111 ZHa'aM �t00 WLLI z3~ J MJ 0 W Q bj- W O � C� < EL~ a ci QULJ < w < p W = V U m Q T— ,,Wr^y w W J Z V V m Ce < O U � v N Q 00 W U � M 0 TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PUNS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R3p1 FOR 140 MPH (Vasd= I OBMPH), 3SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONI 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. 49 2D19 LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02DI9•THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORTZED USE IS PROMIBRED. REVISION: DATE DESCRIPTION 12.12.17 1.00 6T HPDAT 07.31.18 1.01 ELEV. A TRU LAYOUr v 01.25.19 1.02 B RIN WALL NOTE 02.07.19 1.03 UnE ^IM N H1 A I EU VERSION N9i ,1..03 /.02.07.19 I , rn 0 CV 0 a. o W m J Z O W W 3 Z g'q W wM _% }W W Z):* >_* w* Z Q Uj 2 LLI r14 LLI W ❑ ❑ SHEET TITLE: LINTEL PLAN SHEET INFORMATION: JOB NO.: 390440 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH CV 00 O I CN r\ I 00 CN LO 2,01 uCwm U R.ORWA BIM DNS CODE W RM son M30WK EECTM RA022 I lain. 12 RMA BUI M CODE, W EDtt i ton UM 6ECtM 19012 t W1. I3 WLDIG CODE WaIII& 16 FOR REN"CED COMM (ACI 316-141 H UDNG CODE 01111111IM15 AAD 6PIrMTION FOR MW6C W 6TTaICTUREB (ACI 6WO 4 ACI W.1-5) 15 AMERI M WCETY OF CML ENGa M 1'111001 DEIM LOAD6 FOR 01I DN66 AND O'Tl#]i 61RJCIIIPI3S (ASCE 1.101 V C0110 b 21 CLNC IM GOM°I111016NE 09674 AT 26 DAY& 211 PE -CAT MAWARD FEIFORCB'9lr40D0 PS W 212 PPE-CAft ai FIRI 1'A6 F9F0RCEW-60AD P& 213 GRWT PER ASIM C416 - 30M M 0 MAX 3V AWI!ftATf, V TO M IL". 22 RE6FORCi1G BARE: 22J STEEL PLACED N PRECAST I-MEL AT TEE OF FABF4ZATION ASTM Ab6 ((*ADE W) 222 51M N LKIEL A'0 KNOCKOIR BLOCK RACED N FIELD) A67M Ab6 (GRADE 401 23 ROOM M WW6 A67M M* 14W 5TR N RB.EVED rO K51 24 DETAIL REMCRCEI'Hlt N ACCORDIWCE WN ACI 38. 23 COICIP 1N6 OFEPAT0 6 SALL COMPLY ON ACI 6TANDARD6. UP D45 IIpE PER MN A496 3)K46QR1': N CONCRETE 11LW Y UNR6 (OW SALL COIfOR'1 TO ASTM C-M, NORMAL WISIT WITH MNMH NET AFEA cOM°RE8 m 61FENGTH xa6P61. 32 MORTAR SW1 CCIFORM TO A61M C-210 TYPE M' OR T 33 RILL MORTAR AONt6 ARE RE6aARf) 34 MNKM AGGREGATE 2"AY $11111906114 CF CM AND MORTAR SW1 NOT BE LESS 11W1 FM - 2oo# F61. r40W 611110610 %W L BE ESTAdZIN) ST TIE WT STRENGTH METHOD' OR, AL19111I by M 'PRJ6M TEST METHOD' WERE 1161 FEWlIFBBIT6 WIVE NOT O1 MET. 461R111MAIs 4J 6Aff LOAD VALIB AFE ISM ON LKW IAVNG A MARIIG OF V (111N A 1 RM M ACCEPTABLE SAM OF 4' MR RDFADA MXM CODE 674 EDRIOK ton R11MO AL, ELECTION R606b3 OR R,ORWA BUa,DWo CODE 614 EDMOR 20n BUI wA SECTION 2104J 42 WAff LOAD VALUES BASED ON RATIONAL PE61r>+1 ANALYSIS PER AG 36 AND ACI 530 43 DE 6IER MAT fVALUATf CONCB11RA1ED L0AD6 FROM TIE SAFE LOAD TAEI0 BY CALCULATNG KWW R631611Ya MO W AND SM AT d DISTANCE AMY FROM TIE FACE OF TIE SUPPORT. 4A FOR LNTEL LENraTN AT VW OR GREATER VERTICAL CELL RIM WUID 6M GROUT AND MNMM OIE N •J YUMAL REBAR S RfQW AT EACH END OF TIE UML 46 LNIEL6 THAT ARE GREATER TWW W-V CLEAIa SPAN ME BE MWIDED 19'F+ORARI' 6UMM, NOT BE REMOLD Will. 2 DAYS OU GROUT M ACEIW. SAFE LATERAL LOADS (PLF) 8" x 8" LINTELS LENGTH TYPE PLAIN SOLID DET. A DET. B 2'- 10" Precast 1105 2103 3' - 6" Precast 589 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 19 - 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)#5L (1)#6U (0)#6L (1)#6U (1)#GL (1)#5U (1)#GL (2)#6U A B DET. A DET. B DET. C DET. B& C DET. D 2' - 10" l' - 5" Precast 2 - #2 2 - #2 NONE 2318 1550 3733 3772 3772 T- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 1436 952 2465 2504 2504 4' - 0" 2'-8" 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" T - 4" Precast (2) D4.5 Wire 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" Precast 2 - #2 2 - #3 NONE 817 1024 1161 1151 1151 6'- 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 692 1 1139 1139 968 968 7' - 6" 6' - 2" Precast 2 - #2 2 - #4 NONE 570 938 938 716 807 T - 8" 6'-4" Precast (2) D4 5 Wre 2 - #4 NONE 619 1130 1130 1115 1115 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 581 1062 1062 1048 1048 8'- 4" T- 0" Precast (2) D4.5 Wire 2 - #4 NONE 548 1001 1001 979 979 8'- 5" 7' - 2" Precast 2 - #2 2 - #4 NONE 483 777 720 552 692 9' - 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 428 633 639 454 618 10'-6" 9' - 2" Precast 2 - #2 2 - #4 NONE 368 487 550 356 538 11' - 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 IT- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 270 433 414 308 416 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 254 388 390 279 376 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE N.R. N.R. 470 298 393 15'- 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. N.R. 426 274 374 17' - 4" 16'- W 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. 1 256 256 188 262 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 1 2 - #5 1 NONE I N.R. I N.R. 1 149 124 179 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#51- (1)#5U (1)#51- (1)#5U (0)#5L (1)#SU (1)#5L(1)#SU (1#51- (2)#5U A B DET. L DET. M DET. L& M DET. N 2'- 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 Wire 2 - #3 NONE 8548 10000 10000 10000 5,- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3077 7196 2374 6859 5' - 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 2529 5877 1971 5653 6-15" 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" 9-9- Precast 2 - #2 2 - #4 NONE 2204 2298 767 2151 10'- 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 1767 1897 612 1696 1 T- 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 16- 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 1 2 - #4 2-#5 NONE N. R. 659 1 245 1 483 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 24" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. P DET. Q DET. P& Q DET. R 2' - 10" 1' - 6" Precast 1 2 - #2 2 - #2 NONE 8243" 10000* 8243* 8243* 3' - 6" 2'-2" Precast 2 - #2 2 - #2 NONE 5321* 7708* 6195* 6195* 4' - 0" 7-16- Precast 2 - #2 2 - #2 NONE 3945* 6524* 5263* 5263* 4'- 6" 3' -2" Precast 2 - #2 2 - #2 NONE 3033 6752" 4214 6752* 4' - 8" 3' - 4" Precast (2) D4.5 Wire 2 - #3 NONE 6347* 6347* 6347• 6347* 5' - 4" 4' -17' Precast 2 - #2 2 - #3 NONE 3848 9921 2944 8538 5' - 10" 4'-6" Precast 2 - #2 2 - #3 NONE 3164 6183 2443 7066 6'- 6" 5' - 2" Precast 2 - #2 2 - #4 NONE 6159 7054 1955 5633 T - 6" 6- 2" Precast 2 - #2 2 - #4 NONE 4535 4864 1462 4185 T - 8" 6-4" Precast (2) 134.5 Wire 2 - #4 NONE 5967 6603 4657 6477 8' - 0" 6-8" Precast (2) D4.5 Wre 2 - #4 NONE 5430 5524 4236 5756 8'- 4" T - 0" Precast (2) D4.5 Wire 2 - #4 NONE 4961 4979 3869 1 5178 8' - 6" T- 2" Precast 2 - #2 2 - #4 NONE 3471 3702 1139 3236 9' - 4" 8' - (7' 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" 1 T- 2" Precast 2 - #3 j 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" 1 Prestressed 2 - #4 2-#5 NONE N.R. 824 1 302 1 598 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(1)#5L (0)#5L (1)#5U (1)#5U (1 lSL (2 #5U A B DET. DA DET. DB DET. DC DET. DB & DC DET. DF S- 8" 2'-4" 2' - 0" Precast 2 - #2 2 - #2 NONE 848 852 1195 1224 1224 4' - 0" 2'-8" j 2' - 4" Precast 2 - #2 2 - #2 NONE 697 699 1050 1079 1079 4'- 2" 2'- 10" 2'- 6" Precast (2) D4 5 Wire 2 - #3 NONE 1346 1564 1564 1320 1320 4'-4" 3' - 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 583 583 936 965 965 4' - 6" T - 2" 2--10" Precast 2 - #2 2 - #2 NONE 536 535 887 916 916 4'- 8" S - 4" 3' - 0" Precast (2) D4 5 Wire 2 - #3 NONE 1091 1278 1278 1090 1090 5'-8" 4'-4" 4' - 0" Precast 2 - #2 2- #3 NONE 564 703 1 694 678 678 5'- 10" 4--6- 4' - 2" Precast 2 - #2 2 - #3 NONE 542 659 668 654 654 6'-8" 5'-4" 5' - 0" Precast 2 - #2 2 - #4 NONE 446 680 668 530 530 T - 0" 5'- 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 419 639 668 478 500 6- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 384 585 668 414 461 6- 4" 6'- 9' 1 Precast (2) 134.5 Wire 2 - #4 NONE 494 1 627 627 485 532 8'- 4" 8'- 0" 1 Precast 1 2 - #2 1 2 - #4 NONE 1 279 1 364 627 244 343 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 (i)#SL (1)#5U(1)#5L (0)#5L (1) #SU (1)#5U (1�#5L (2)#5U A B DET. DQ DET. DR DET. DO & DR DET. DS 3' - 8" 2' - 4" 2' - 0" Precast 2 - #2 2 - #2 NONE 4548* 6188" 6217* 6217* 4' - 0" 2' - 8" 2' - 4" Precast 2 - #2 2 - #2 NONE 3744 6650` 6650* 6650* 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 6250" 6250* 6250* 6250* 4'-4" T- 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) 134.5 Wire 2 - #3 NONE 5066 10000 6379 10000 5'- 8" 4'-4" 4 - 0" Precast 2 - #2 2 - #3 NONE 3087 7517 3272 6749 6-10" 4'-6" 4' - 2" Precast 2 - #2 2 - #3 NONE 2946 6886 3077 6225 6'- 8" 5'-4" 5' - 0" Precast 2 - #2 2 - #4 NONE 3798 5096 2320 4485 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 7' - 8" 6' - 4" 1 6-9- 1 Precast (2) D4.5 Wire 2 - #4 NONE 2715 4862 1856 4178 9' - 8" 8'-4" 1 8' - 0" 1 Precast 1 2 - #2 2 - #4 NONE 1 1563 2400 1 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 (1�#SL (1�#5U (0)#5L (1) #5U (1)i#5L (1)i#5U (1)#5L (2)#5U5U A I B DET. E DET. F DET. E& F DET. G 2' - 10" T- 6" Precast 2 - #2 2 - #2 NONE 1 2615 10000 10000 10000 3' - 6" 2' - 2" Precast 2 - #2 2 - #2 NONE 1609 6039 6093 10000 4' - 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 1186 4362 4416 10000 4' - 6" 3-2" Precast 2 - #2 2 - #2 NONE 907 3408 3463 10000 4'-8" 3--4" Precast (2) 134.5 Wire 2 - #3 NONE 4683 5137 5717 5717 5' - 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 2135 2569 2547 2547 5' - 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 1755 2207 2198 2198 6- 6" 5- 2" Precast 2 - #2 2 - #4 NONE 2024 2024 1778 1824 T- 6" 6' - 2" Precast 2 - #2 2 - #4 NONE 1624 1624 1316 1483 T- 8" 6 - 4" Precast (2) 134.5 Wire 2 - #4 NONE 1921 1921 2035 2035 8' - 0" 6-8" Precast (2) 134.5 Wire 2 - #4 NONE 1792 1792 1 1862 1897 8' - 4" 7' - 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" 117 - 0" Precast 2 - #3 2 - #5 NONE 903 903 787 878 12'- 0" VY - 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" 1 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 16- 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" 19 - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 553 340 438 20' - 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 607 607 317 601 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. 443 277 392 22' - 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 414 1 260 1 380 24'- 0" 22' - 8" Prestressed 2 - #4 2 - #5 1 NONE N. R. 1 339 1 217 1 345 N.R. = NOT RECOMMENDED GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A I B DET. S DET. T DET. S& T DET. U 2' - 10" T- 6" Precast 2 - #2 2 - #2 NONE 9916* 10000* 9916* 9916* T- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 6426* 9031" 7518* 7518* 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 4765* 7627* 6366* 6366* 4' - 6 3' -2" Precast 2 - #2 2 - #2 NONE O 3666 * 6541* 5031 5031 4' - 8" 3' - 4" Precast (2) D4.5 Wire 2 - #3 NONE 7220* 7220* 7220* 7220* 5'- 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 4620 5780• 3513 5780" 6-10" 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 7' - 8" 6 - 4" Precast (2) D4.5 Wire 2 - #4 NONE 7086 9405 5529 9872 8'- 0" 6-8" Precast (2) D4.5 Wire 2 - #4 NONE 6448 8101 5030 8467 8'- 4" T - 0" Precast (2) 134.5 Wire 2 - #4 NONE 1 5892 7113 4594 7410 8'- 6" T - 2" Precast 2 - #2 2 - #4 NONE 4159 5073 1357 2615 9' - 4" & - 0" Precast 2 - #2 2 - #4 NONE 3405 4099 1129 2164 10'- 6" 9 - 2" Precast 2 - #2 2 - #4 NONE 2645 3222 699 1710 11' - 4" 10'- 0" 1 Precast 2 - #3 2 - #5 NONE 2868 2868 1 777 1470 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 2586 2586 698 1 1314 12'- 6" 1 T- 2" Precast 2 - #3 2 - #5 NONE 2796 2796 1875 2857 13' - 4" 12' - 0" Precast 2 - #3 2 - #5 NONE 2157 2796 575 1071 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 1988 1950 526 975 14' - 8" 13 - 4" Prestressed 2 - #3 2 - #5 NONE N. R. 2871 746 1474 15'- 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2616 684 1353 17' - 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2023 587 1161 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1607 513 1015 20' - 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 1538 1538 830 1511 21' - 4" 2U - 0" Prestressed 2 - #4 2 -#5 NONE N. R. 1168 454 896 22' - 0" 29 - 8" Prestressed 2 - #4 2 - #5 NONE N. R. 1222 428 847 22' - 8" Prestressed 2 - #4 2 - #5 NONE N. R. 1 1014 1 360 1 714 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#51- (1)95U (1)#5L (1)##5U (1)#5L (2)#5U A B DET. DJ DET. DK DET. DJ & DK DET. DL 3' - 8" 2' - 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 1152 3342 3386 3386 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 945 2817 2861 2861 4' - 2" 2' - 10" 2' - 6" Precast (2) 134 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" T - O" Precast (2) D4.5 Wire 2 - #3 NONE 1986 3244 2965 2965 5'- 8" 4'-4" 4'- 0" Precast 2 - #2 2 - #3 NONE 1204 1622 1612 1612 5' - 10" 4'-6" 4'- 2" Precast 2 - #2 2 - #3 NONE 1388 1552 1544 1544 6'- 8" 5'- 4" 5' - 0" Precast 2 - #2 2 - #4 NONE 1411 1411 1277 1277 7- 0" 6-8" 5'-4" Precast 2 - #2 2 - #4 NONE 1315 1315 1170 1169 T- 6" 6 - 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 1192 1192 1012 1066 T- 8" 6- 4" 6' - 0" Precast (2) D4.5 Wire 2 - #4 NONE 1346 1346 1225 1 1253 9' - 8" 8' - 4" 1 8' - 0" Precast 1 2 - #2 2 - #4 NONE 805 782 1 597 1 771 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)95U (0)#5L (1)#5U (1)#5L (1)05U (1)#51L (2)#5U A B DET. DT DET. DU DET. DT & DU DET. DV T- 8" 2'- 4" 2' - 0" Precast 2 - #2 2 - #2 NONE 5544* 7411* 7440" 7440* 4--0-1 2'- 8" 2'-4" Precast 2 - #2 2 - #2 NONE 4564* 6696* 6725" 6725* 4--2" 7-10" 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" T - 2" 2' - 10" Precast 2 - #2 2 - #2 NONE 3513* 5833* 5862* 5862* 4' - 8" T - 4" T - 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" 5'- 4" Precast 2 - #2 2 - #4 NONE 5877 6800 2561 5985 7' - 6" 6'-2" 5'- 10" Precast 2 - #2 2 - #4 NONE 5072 5623 2217 5034 7' - 8" 6' - 4" 6'- 0" Precast (2) 134.5 Wire 2 - #4 NONE 3272 7319 1 2285 6226 9' - 8" 1 8' - 4" 8' - 0" Precast 1 2 - #2 2 - #4 NONE 1886 1 3192 1 1301 1 2 * 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)#5U5U (1#5L (1)#5U (0)#5L(1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. H DET. J DET. H& J DIET. K 2' - 10" T- 6" Precast 2 - #2 2 - #2 NONE 4896* 6467" 4896" 4896" T - 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) 134.5 Wire 2 - #3 NONE 6614 10000 9053 10000 5'-4" 4'- 0" Precast 2 - #2 2 - #3 NONE 1 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 7' - 6" 6-2" Precast 2 - #2 2 - #4 NONE 2498 2498 900 2322 T- 8" 6 - 4" Precast (2) 134.5 Wire 2 - #4 NONE 3071 3071 2916 3049 V - 0" 6- 8" Precast (2) 134.5 Wire 2 - #4 NONE 2831 2831 2651 2811 8'- 4" T - 0" Precast (2) 134.5 Wire 2 - #4 NONE 2625 2625 2421 2607 8'- 6" T - 2" Precast 2 - #2 2 - #4 NONE 1946 1934 703 1922 9' - 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 1593 1674 586 1628 10'-6" 9 - 2" Precast 2 - #2 2 - #4 NONE 1329 1407 468 1285 11' - 4" 19 - 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" 13' - 4" Prestressed 2 - #3 2 - #5 NONE 978 1418 422 830 16- 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 1290 387 760 17' - 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 952 326 641 19'-4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N.R. 751 266 523 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 961 961 446 872 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. 678 219 431 22' - 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 634 226 445 24' - 0" 22' - 8" Prestressed 2 - #4 2 - #5 1 NONE N.R. 522 174 341 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 32" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0�#5L (1�t5U (1)#5L (1TSU (0)#5L (1)#5U (1)#5L (1W5U (1)#5L (2)#5U A I B DET. V DET. W DET. V& W DET. Y 2'- 10" T- 6" Precast 2 - #2 2 - #2 NONE 10000* 10000* 10000* 10000* 3' - 6" 2' - 2" Precast 2 - #2 2 - #2 NONE 7531* 10000* 8792* 8700" 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 5587" 8751* 7490* 7190* 4' - 6" 3' -2" Precast 2 - #2 2 - #2 NONE 4300* 7565* 5849* 5849* 4'-8" 3- 4" Precast (2) 134.5 Wire 2 - #3 NONE 8194* 8194* 8194* 8194* - 0" Precast 2 - #2 2 - #3 NONE 5392* 6259" 4084" 4084" 5' - 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 4435 5776* 3387 5776* 6'- 6" 1 5'- 2" Precast 2 - #2 2 - #4 NONE 5719 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 Wire 2 - #4 NONE 5473 9564 6402 10000 8'- 0" 6' - 8" Precast (2) D4.5 Wire 2 - #4 NONE 4978 8706 5824 10000 8'- 4" T - 0" Precast (2) D4.5 Wire 2 - #4 NONE 4546 7957 5320 10000 8'-6" T- 2" Precast 2 - #2 2 - #4 NONE 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 1 T- 4" 10' - 0" Precast 2 - #3 2 - #5 NONE 3630 3552 872 1710 12'- 0" 10' - 8" Precast 2 - #3 2 - #5 NONE 1 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" 20' - 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1474 527 1042 22' - 0" 20' - 8" Prestressed 2 - #4 2 - #5 NONE N.R. 1381 497 985 24'- 0" 22' - 8" 1 Prestressed 2 - #4 2 - #5 NONE N.R. 1147 1 418 829 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 16" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1) #5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DD DET. DE DET. DD & DE DET. DG 3' - 8" 2' - 4" 2' - 0" Precast 2 - #2 2 - #2 NONE 2558 7405 6639 6639 4' - 0" 2' - 8" 2' - 4" Precast 2 - #2 2 - #2 NONE 2104 6071 5464 5464 4' - 2" 7-10" 2' - 6" Precast (2) D4.5 Wire 2 - #3 NONE 4062 10000 7229 7229 4' - 4" 3 - 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 1758 4946 4361 4361 4'- 6" 3 - 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 1616 4526 4016 4016 4' - 8" 3-4" 3' - 0" Precast (2) 134.5 Wire 2 - #3 NONE 3011 6797 5100 5100 5' - 8" 4 -,V' 4' - 0" Precast 2 - #2 2 - #3 NONE 2698 1 2903 2586 2586 6-10" 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 7' - 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 7' - 8" 1 6'- 4" 11 6-0., Precast (2) D4.5 Wire 2-#4 NONE 2214 2214 1780 1843 9' - 8" 1 8' - 4" 1 8' - 0" Precast 1 2 - #2 2-#4 NONE 1 1250 1 1257 1 884 1 1133 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 32" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1f5U (1)i#5L (1)#5U(1 (0)#5L (1) #5U (1N#5L (1�#5U )i#SL (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 Wire 2 - #3 NONE 8450* 8450* 8450" 8450" 4'-4" 3' - 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 4508* 7026* 7055• 7055* 4' - 6" 3' - 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 4146* 6827• 6856* 6856` 4' - 8" 3' - 4" 3' - 0" Precast (2) D4.5 Wire 2 - #3 NONE 7102* 7250* 7250* 7250* 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 T- 6" 6 - 2" 5' - 10" Precast 2 - #2 2 - #4 NONE 5971 8121 2621 6409 T - 8" 6-4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 3832 10000 2715 9482 9' - 8" 1 8' - 4" 1 8' - 0" Precast 2 - #2 2 - #4 NONE 2211 4137 1546 3779 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE I u 1 TWIN /moo 111111uuu u i t i t iPREP i �! IPWAI uuuuu u ri411111EIIIIIIIIII&A ri ri ri 7l- P q ri ri; I n I IEI IRS u u InIpop 'PalI� r rr r>) r r r r r 1 r r �- r r r NOTE #1: (1) #4 MIN. REQUIRED FOR DEEP BEAM ONLY GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" RECESS DOOR HEADERS LINTEL CLEAR SPAN DOOR SIZE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)95U (1(1)#5L (1�#5U (0)#5L (1)#5UTYPE (1)#5L (1�#5U (1)#5L (2)#5ULENGTH A B DET. DM DET. DN DET. DM & DN DIET. DP 3-9- 2' - 4" 2' - 0" Precast 2 - #2 2 - #2 NONE 3552 6213* 6213* 6213* 4-9- 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" T- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 2248 7632 4166 7332 4 - 8" 3' - 4" 3' - 0" Precast (2) 134.5 Wire 2 - #3 NONE 4037 10000 4925 10000 6-9- 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 1 4417 2391 3858 6-8" 5'- 4" 6-0" Precast 2 - #2 2 - #4 NONE 3031 3382 1803 2977 7' - 0" 5'-8" 6-4" 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 T - 8" 6'-4" 6' - 0" Precast (2) D4.5 Wire 2 - #4 NONE 2163 3342 1425 2856 9 - 8" 8'- 4" 8' - 0" Precast 1 2 - #2 2 - #4 NONE 1241 1771 806 1 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- S - 0" 2'- 8" Precast 479 823 4--6- 3' - 2" 1 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" 6-0" Precast 389 783 7' - 0" 5' - 8" 6-4" Precast 386 694 7' - 6" 6- 2" 5'- 10" Precast 334 601 9' - 8" 9-4" 1 8'-0" Precast 197 354 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE TYPE DESIGNATION tea` 2' RECESS � MAIL 'Dr Air IL %' Aril VY r PIMP . ,. P - PLAIN LINTEL / rQUANTITY OF #5 BAR AT S - SOLID LINTEL 1 ! LOWER LINTEL CAVITY [8x16-P-1 L / 1 U] NOMINAL WIDTH -J I QUANTITY OF #5 BAR NOMINAL HEIGHT J AT UPPER LINTEL CAVITY M 'I 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 fV a Z N�^ n z Q t; Ln LL z 00 F- W W LILI -� 0 Lu Q LU Z Lu (S/i - O G � Q Q w Lu J Owv m Lu a LU '-0W m Z _- Q Q�O � U�o� U L04 00 M u u NO 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 (Vold=lOBMPH), 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 OFTHIS DRAWINGONLY. m 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02✓ I9-THESE DRAWI NOS 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 UPDATES 07.31.18 1,01 L V. A TRUSS LAY 01.25.19 1.02 BEARING WALL NOTE 02.07.19 1.03 USE 5IMPSON H I OA Il A VERSION,5Q. I,Q3 / 02.07.19 Q d w O m -J J Z Lu O Q U-1 = U Nto �N 3 aN =CV V� W w M ='a -5 00OD W D* * w* Z Q N Uj = LLI Uj 5 W ❑ ❑ SHEET TITLE: QUALITY PRECAST LOAD TABLES SHEET INFORMATION: JOB NO.: 390440 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 202 04 O 00 O I N 1 00 04 Lo r l TYP.I I ; I (TYR) I I � I 4'-01 yrO OFF -RIDGE �e VENT I � �I OFF -RIDGE z OFF -RIDGE VENT '` VENT SLOPE 5:12 SLOPE 5:12 NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. y� ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALT. NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEhENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DES&ERS 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 SHALT. BE SA39CT 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 RIDGE VENT SEE SHEET b FOR f' MATERIAL INFO I� Ems% NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' MEASURED FROM THE FINISHED FLOOR OF THAT PARTICULAR ROOM TO THE BOTTOM OF THE CLEAR OPENING. -23 I 1=RONfi �L�Y�4�'ION II�II SCALE: 1/4'=I'-0' gill � 0 Im IN F ��7 I � I � I O I I I �lFr I I I'-m' (TYP.) 12 12 12 I e SLOPE 5:12 I 5 5 5 t OFF RIDGE VENT TRU55ES PER PLANS I ----------------- a ------ SHINGLE ROOF PER SPECS L---------- --- -------------J O ROOF VENT 5CHE:DULE O Verify with C-4awal Contractor all roof vent locations, quantities, and sizes. Roof valts shell be Installed for a minimum of vented area as listed below or equ►valen, system per 6TH ED. (2fd1'1) FRC, R8®bZ Mark Location of vents or equal system (sq. in) fftt vent (sq. in.) RV I Main Roof 194 134 2'-2' 2 ROOF FLAN SCALE: 1/8'=1'-0' RIDGE VENT o I�5 SHINGLE ROOF PER SPECS. STUCCO FINISH SEE DET. 5/SNI FOR WEEP SCREED INFO — .mll 11ml " I " I [�', RIDGE VENT SCALE% I/8'+1'-0' DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com CA 25948 0 0 N QZ O = o�MLn zaLn u<7Z la—°'aM 1�H00 W zo J � W Q w LLJ Z Lu ��o V) Q Q w C/) Lu I p w v m '.qt Lu L L1J U W -' z�<`" m Qo< U '0 U u i u M M 10 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 IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. e 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019•THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUMORLZED USE D PROHIBITED. REVISION: RIDGE PENT DATE DES�CRIIPTION 12.12.17 1.00 UPDATES 07.31.18 1.01 RLEV. A TRUSS LAYOUT 01.25.19 1.02 BEARING WALL NOT o U RIMPATN Hl A ILO RIDGE VENT 5 12 , 02.07.19 1.03 5 SHINGLE ROOF �' PER SPECS. VERSION N/Qy�: I,Q / 02.07.19 Tir4 .0 T. HEEL ELEV. 5-I0' 3-0 T. T. BLOCK ELEV. 84' F25 STUCCO FINISH 'F� IF71 SEE DET. 5/5NI FOR i WEEP SCREED INFOOL F. FLOOR ELEV. ml-/J,, 5 RICN����4�'ION II�II 0_ CV T. BLOCK ELEV, - STUCCO FINISH - SEE DET. B/SNI FOR WEEP SCREED WO 0 c1C w O Z w J O = U W r COS N QN < W =N w� _1 r iIt }00 W z �* }4t; w a Q LLi = . cn Li L— a- W LLI o_ � W ❑ ❑ SHEET TITLE: ELEVATION "A" EXTERIOR ELEVATIONS 8° ROOF PLAN SHEET INFORMATION: JOB NO.: 390440 ISSUANCE OF FLANS FROM THIS DES&M OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL. NOTES, OMENSIONS, AND ADHERENCE TO APPLICABLE DATE ISSUED: 04.04.19 BUILDING CODES PRIOR TO GOMTNC»Ni OF ANT' CONSTRUCTIN ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING DRAWN BY: JH CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE REVIEWED BY: TH COMMENCEMENT OF ANY CONSTRUCTION. ANT' REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS WAVE BEEN COMPLETED SHALL BE SU11W To ADDITIONAL. FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE 3A DESK> m OFFICE, THE DES&O SHALL NOT BE HELD RESPONSIBLE L-J h 00 CV LO 1— ROUGH-N FOR FANLIGHT ?� FAN INSTALLED PER SPECS 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 0 200 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 ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALT. 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 DESOERS OFFICE, THE DES16NER SHALL NOT BE HELD RESPONSIBLE. ROUGH-N FOR FANLIGHT FAN INSTALLED PER SPECS ROUGH-N FOR FANLW FAN INSTALLED PER SPECS PARTIAL ELECTRICAL PLAN - ELEVATION 11511 SCALE: 1/4'-1'-0' PRO 43i3w- t...... .. _ ... _ , ROLU4-N FOR FAN/LIGHT FAN INSTALLED PER SPECS ROUGH-N FOR FANIILW PAN INSTALLED PER SPECS WJ. • 48' FOR IRRIGATION n ELEC. METER ELECTRICAL KEG 0 DUPLEX CONVENIENCE OUTLET + DUPLEX OUTLET ABOVE calm Wf,. IIEATNERPROCF DUPLEX OUTLET W= FAULT INTERRUPTER DUPLEX OUTLET HALF-SIUTCHED NPLEX OUTLET SPECIAL PURPM OUTLET DUPLEX OUTLET N FLOOR n0 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH .14 FOUR-IU4Y SWITCH RHEOSTAT SWITCH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 0 RECESSED INCANDESCENT LIGHT FIXTURE +F, LIGHT FIXTURE WM4 PULL CHAIN 4— TRACK LIGHT FLOURESCENT LIGHT FIXTURE 4 EWAUST FAN t EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) a PUSHBUTTON SWITCH (OPTIONAL.) SMOKE DETECTOR (SMALL. BE INTi:RCON ECTED) SMOKE/CARBON MONOXIDE DETECTOR COMBINATION I< TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) Q THERMOSTAT �Cll ELECTRIC METER ELECTRIC PANEL ® CONCOURSE BOX -j--j DISCONNECT SWITCH ® SPEAKER (OPTIO W c � ROUGH-N FOR OPT. CEILING FAN v J c, CEILING MOUNTED INCANDESCENT LIGHT FIXTURE Ill/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES L PROVIDE AND INSTALL GROW FAULT CIRCUIT-INTERIPTERS (GFI) AS INDICATED ON PLANS. 2. UNLESS OTHERIINSE INDICATED, INSTALL SUUTCHES t RECEPTACLES AT THE FOLLOWING HEIGHTv ABOVE FINISH FLOOR SWITCHES 42' OUTLETS44' tELE1/181Ad_I4' I ALL SMOKE DETECTORS SHALL BE R49DII M INTO AN ELECTRICAL POA R SOURCE AND SHALL BE EQUIPPED UM A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL. LOCALLY CERTIFIED SMa WMM SMOKE DETECTORS FINLABELED INSPECTION. �ACCORDANCEUq. 2n At TIME OF 4. ALL RECEPTACLES N SLEEPING ROOMS SMALL BE ON A AFLJ. PROTECTED CIRCUIT. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL. WORK IS N RILL COMPLIANCE IUTH 2O14 CODS, AND O 20n) FB AND ALL APPLICABLE LOCAL. STANDARDS, 6. ARC FAULT RECEPTACLES N ALL BEDROOMS PER 2014 NEC. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR ME VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXVE TO BE USED. L&IT FIXTURES % W ARE FOR LOCATION PURPOSES. P QO ,It N LO 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 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 CO "NCE11NT OF ANY CONSR.ICTION, ANY DISCFEPA NCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SNAIL BE BROUGHT? TO THE ATTENTION OF THE DESK" M OFFICE FOR CORRECTION BEFORE COM"ENCEMNT OF ANY C 6TWIOK ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN C01PLLM SHALL BE SIALECT TO ADDITIONAL- FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PART(' OTTER THAN THE DESIGNERS OFFICE, THE DESMR SHALL NOT BE HELD RESPONSIBLE. (, q 4 @ U = 13150 USP WTA20 9 '- J U H _ LU N J U F- ? N CCu LISP wrim + EA TW 10 MASONRY( PJ --------------------------------------------------------- GIRDER R=bbH3fl U - 13BO USP WTA20 uSP NTA20 • EA TRUSS s MASONRY (TYP) I I I I ~ c 1 00 I 2/12 VAULT CLG, i 9'-4' CEILING W I OC 8'-0' CEILING I I 1� I I �+ I J DROPPED FLAT TOPS ❑F HIPS FOR FRAMING (GIRDER NOT DROPPED) 7- a Z 8'-0' CEILING 9'-4' CEILING 8'-0' CEILING VT ;a. k bm=� USRHI A{ 14TTAy2�0 # Iu me MASONRY I lT 1 r J CH S DROPPED FLAT TOPS OF HIPS FOR FRAMING F(GIRDFR NOT DELEEE-M- Aw 3 PRIOR 9'-�LING SHEATHE TO OVER ILD ~ O fOD R = 3925flR = 324P L- _134VJ I U=112P USP RTA20 USP HTA20 GIRDER e � 0 r CM WALL a SI-4' AFF. d u7 4 9'-4' CEI LING 13'-4' �J 5'-4' USP WTA20 4 EA TRM a MASONRY (TYP) I ROOD ��,4M INCH �L,4N II� II 31'-4' 2T-4' USP NTA20 a EA TR O 0 MASONRY (TYP) �RU55 Fi�,4MINC� N0��5 ALL CONNECTIONS PER USP CATALOG (LATEST EDITION) - UNA. CONTACT ENGINEER FOR ALTERNATE CONNECTIONS 2. PRE-ENGINEERED WOOD TRUSSES SPACED s 14' 0/C TYPICAL, UNLESS NOTED OTHERWISE 3. SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF INFMATION. 4. TRUSS TO TRUSS ATTACHMENT PER TRUSS MANIFACTIIFER �. UPLIFT VALUES SHOWN ARE CALCULATED BASED ON CONSERVATIVE APPROACH AND CAN IBE DIFFERENT FROM TRUSS MANUFACTURER'S VALUES IF THE CONTRACTOR, TRUSS MANIFAC1lIRER OR OTHER DES0 PROFESSIONALS REVISE THE SHOW WORUTION, DATNSCO ENGMEERMG, LLC IS REMIRED TO REVIEW ALL FINAL CONSTRUCTION DOOnNTS FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 If. 813.645.9698 www.danscoengineering.com CA 25948 O O N o Qz o^ M to z a � J 4 a<L z ¢ 00 W Z� V) _W Its Q W Z W O V) < CL Q Q w I�0LU CO Q W J Z< m 'No0 Oo v U10 I� N Q CO W U 110 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 (Vosd= I 08MPH), 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. O 2D19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND WIGNS 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 H ED. ) FBC 07.31.18 1.01 I.V. A TRU LA OU V 01.25.19 1.02 BEARING WALL TE A N 02.07.19 MI -IF 1.03 USP TI N H10A ILD VERSION IQ„],Q / 02.07.19 c 1 eY ' , � 9 r : .^[; . -s.�.l T_n.. Ik rn cv Lv J w O m � —J Z -i LLJ O a, = U W C� 09 aN =E3 g"'T �* _* UjUj W * Z : lUj = W ~ LL W ❑ ❑ SHEET TITLE: ROOF FRAMING PLAN ELEVATION "A" SHEET INFORMATION: JOB NO.: 390440 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 5A rn CV LO r— 2„ 2" )KN❑TE1 a. 1" cl, FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS, IF NOT, DETAIL TO BE BUILT W/ rZ, N oD STUCCO, N (O I� C7 (V iw s DANSCO Fl F 3 VARIES ENGINEERING, LLC 4 2" 3" P.O. BOX 3400 N Apolio Beach, Florida 33572 p. 813.645,0166 f. 813.645.9698 www.donscoengineefing.com 34" rl r " M�v CA 2594$ 1 A L-- N 1" 2" OPENING VARIES VARIES iw c N Am `Iv oDM' jw w ' Z EDGE OF 2 O = ❑PENING 11" 31^ N r" tD 14 N Lp tilt/ " 4w 1-8w a W 1" 1" " F-aan� F2 F4 F F Z z�d Co Z CAP - W 1 1/2 THICK 8„ 1" RADIUSN❑TEI�r2" 2k 3 1/2" 1/2" RADIU M FOAM TO BE USED ONLY1. WHEN REQUIRED BY 1" 1" 1'-4" Lu RADIUS 1�_5 ^ � COMMUNITY SPECS, IF NOT, � w 3/4 RADIU S �r DETAIL TO BE BUILT W/ z .-� STUCCO. Q Lu Z w 1/2" RADIU �ICV 6 c"fie 1"r4' VARIES w VARIES • C Q Fll N 1 LuUJI 2? VARIES VARIES w0 w rJ °o m 1 VARIES C) � Lu w °- 1 1/2" RADIU T 10" 6" 2" w Q� Q 0 4E - 2 1/2" - O C) RADIUS 1" OPENING VARIES 2" U 0 :- 2w 2w �11N Q 00 EDGE OF `. ?Lu u OPENING 00 , :�j In N 6"^ 1 " _+ BASE 2w 2��VARIES O F9 Flo F12 F113.1F1 F1 ob NOTE, • FIN. TO HAVE TRADITIONAL N 2'-4w LOOK OTH FINISH •FOAM/&EPSOMATERIAL IS 4 8 THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS 51" 1 �_5^ 5'�' AA IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORf10N ACCEPTED OFTHLS nnAWN.0141Y_ 5PEG I P I GAT I ONS I. I. GONSTRUGTION I. I. I. AGI 318-14 BUILDING CODE REQUIREMENTS FOR 5TRUGTURAL CONCRETE I. I. 2. A5GE5/AGI 530-13, TM5 402-16 4 A5GE6/AGI 530.1-13, TM5 602-16 5PEGIFIGATIONS FOR MA50NRY 5TRUGTURE5. I. I. 3. A5TM G210-12a, G416-10, AND CGO-14 SPEGIFIGATION5 FOR MASONRY STRUGTURE5 I. I. 4. NATIONAL DESIGN 5PEGIFIGATIONS (ND5) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL AGGOMPANYING SUPPLEMENTS. 1. I. 5. FLORIDA RE51DENTIAL GODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2011) I. I. 6. "MANUAL OF STEEL GONSTRUGTION, ALLOWABLE 5TRE55 DESIGN", BY THE AMERICAN INSTITUTE OF STEEL GON5TRUGTION, (AI56) I. I. 1. "DESIGN SPECIFIGATION FOR LIGHT METAL PLATE CONNEGTED HOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TPI 1-14. 1.2. DE51ON : I. 2. I. AGI 318-14 BUILDING CODE REQUIREMENTS FOR 5TRUGTURAL GONGRETE I. 2. 2. A5GE5/AGI 530-13, TM5 402-16 4 ASGE6/AGI 530.1-13, TM5 602-16 SPEGIFIGATION5 FOR MA50NRY 5TRUGTURE5. I. 2. 3. A5TM G210-12a, G416-10, AND Gg0-14 5PEGIFIGATIONS FOR MA50NRY STRUGTURE5 1. 2. 4. NATIONAL DE51ON 5PECIFIGATION5 (11405) FOR HOOD GO145TRUGTION, 2015 EDITION, AND ALL AGCOMPANYING SUPPLEMENTS. I. 2. 5. PLYWOOD DE51ON 5PEGIFIGATION5 (APA) I. 2. 6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING GODE (FBG), bth EDITION (2011) I. 3. HOP DRANIN65 1.5.1. 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. I. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE GOMMENGEMENT OF CONSTRUCTION. I. 3. 3. ALL ROOF AND FLOOR TRU55 SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INGLUDE : DRAWINGS AND GALGULATION5, REAGTION5 AND BEARING POINTS, BRAGING REQUIREMENTS, AND GONNEGTIONS TO SUPPORTING TRU55 MEMBERS. 2. DES 1(5N LOADS THI5 5TRUGTURE HAS BEEN DESIGNED IN AGGORDANGE WITH THE 6th ED. (2011) FLORIDA BUILDING CODE, RE51DENTIAL BUILDING GATEGORY: II 2.1. DEAD LOADS: ROOF TILE (TG=15P5F, BG=IOP5F) 25P5F ASPHALT SHINGLE (TC=1P5F, BC=IOP5F) I1P5F METAL (TG=IOPSF, BG=IOP5F) 20P5F FLOOR TILE (GERAMIG, 1/2" MORTAR BED) 25P5F GARPET OR WOOD 15P5F 2. 2. LIVE LOADS : ROOF 20PSF FLOOR ONE- AND TWO-FAMILY DWELLINGS UNINHABITABLE ATTIC, NO STORAGE IOPSF UNINHABITABLE ATTIC, LIMITED STORAGE 20P5F HABITABLE ATTICS, SLEEPING AREAS 30P5F OTHER 40P5F EXTERIOR DEGK5 SAME AS OGGUPANGY SERVED RAILING - NONCONCURRENT 50PLF OR 2001-5 LIVE LOAD REDUCTIONS PER CODE 2. 3_ ROOF 5NON LOAD DATA: GROUND SNOW LOAD, Pg = N/A 2. 4.. HIND LOADS: BA51G WIND SPEED, V (3-5EG. GUST) 140MPH (Vasd=IO&MPH) WIND EXPOSURE C INTERNAL PRE55URE GOEFFIGIENT +/-0.18 G Q G DE51ON PRESSURE SEE PLAN HIND BORNE DEBRIS PROTECTION 5HUTTER/IMPAGT GLA55 2. 5. SEISMIC DE51ON DATA: SEISMIC, IMPORTANCE FACTOR, 1, 1.0 SEISMIC, R15K CATEGORY 11 MAPPED 5RA, 55, 51 N/A 51TE GLASS A DE51ON 5RG, 5D5, 501 N/A SEISMIC DESIGN GATEC70RY WA BASK 5FR5 MASONRY HALLS DE515N BASE SHEAR, (UNFAGTORED) N/A SEISMIC RESPONSE GOEFFICIENT, G5 N/A RESPONSE MODIFICATION FAGTOR, R N/A ANALY515 PROGEDURE ELF 2. 6. FLOOD DESIGN DATA: DATUM NAVD88 FLOOD ZONE W. BASE FLOOD ELEVATION: N/A LOWEST PROP05EP FLOOR ELEVATIONS N/A 3. DEFLEGTIONS: 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-Oq 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 GENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 5HOHN TO THE FACE OF THE CONCRETE. 4. I. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. I. 5. REINFORCING MEGHANIGAL GOUPLER5 ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF REGORP, 4. 1.6. DESIGN COVER REQUIREMENTS : G-I-P CONCRETE FORMED AGAINST EARTH : 3" G-I-P CONCRETE EXP05ED TO EXTERIOR : 2" G-1-P GONGRETE NOT EXP05ED 1y211 GROUT FILLED MASONRY : 5/4 WELDED HIRE FABRIC, (HHF): A1064/A1064M-16a 4.1. 8. DETAIL REINFORCEMENT IN AGGORDANGE WITH AGI 315-LATE5T EDITION. 4. 2. GONGRETE : 4. 2. I. CONCRETE TYPE MIN. 28 DAY DE515N 0'0 MODULES OF ELASTICITY DESIGN (E) G-I-P CONCRETE (NORMAL HEIGHT) 2,500 Pet 2,850 K5I G-I-P GONGRETE (NORMAL HEIGHT) HERNANDO GO. ONLY 3,000 P5I 3,122 K51 G-I-P GROUT 3,000 P51 5,122 K5I 4. 2. 2. GONGRETE SHALL GON515T OF I" MAXIMUM AGGREGATE GONGRETE MIX WITH SLUMP BETWEEN 6" AND 1" AT TIME OF PLACEMENT. SEE 5PECIFIGATION5 FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL GON515T OF PEA ROCK (3/5" MAXIMUM AGGREGATE) GONGRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE 5PEGIFIGATION5 FOR ADDITIONAL CRITERIA. 4. 2. 4. GONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLAGEMENT AND CURING SHALL BE CONDUCTED IN AGGORDANGE WITH THE 5PEGIFIGATION5 AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS 4 DRIVEHAY5) 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 WWF IN TOP OF 1-1/2" OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. HHF GONTRAGTOR5 PISGRETION, 4. 2. 1. GONGRETE PLAGEMENT PRAGTIGE5 SHALL BE IN AGGORDANGE W/ ALL AGI- MGP 2017 STANDARDS. 4.3. CONGRETE MA50NRY : 4. 3. 1. FILLED GELL5 H/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING GONGRETE MASONRY BLOCK SHALL BE A5TM G90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4. 3. 3. ALL GELL5 4 GAVITIE5 BELOW GRADE HILL BE FILLED H/ GONGRETE IN ALL STEM HALLS 4. 3. 4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 F' 1 MINIMUM 4. 3. 5. METHOD OF CONCRETE MA50NRY PLAGEMENT AND G0145TRUGTION SHALL BE GONDUGTED IN AGGORDANGE WITH THE 5PEGI1FIGATION5 AS STATED. 4. 3. 6. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY GON5TRUGTION. 4. 3. 1. MASONRY ROUGH OPENING MAY VARY IN THE GROSS 5EGTION PIMEN51ON OR ELEVATION DIMENSION SPEGIFIEP ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER 5EGTION RbO6.3.1.1 4.4. STRUGTURAL LUMBER : 4. 4. 1.1. INTERIOR LOAD BEARING HALLS 5PF STUD OR BETTER, fb = 615 P51, E = 1200 Ksl ALL EXTERIOR FRAMING SPF #2 OR BETTER, fb = 815 P51, E = 1,40OKS1 4. 4. 1.2. ALL FRAME HALLS TO BE GON5TRUGTED U51NO 5PF , STUD QUALITY OR BETTER, UNLESS NOTED OTHERA15E 4. 4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 3. ALL PLYWOOD USED FOR INTERIOR APPLIGATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 4. IF 055 BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE 51MILAR OR GREATER SEGTION PROPERTIES. 4. 4. 5. ONLY 5TRUGTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN GONTAGT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. HHEN PRE ENGINEERED TRUSSES ARE GALLEP FOR ON THE PLANS THE MANUFAGTURER IS TO SUBMIT SHOP DRAWING5 TO THE ENGINEER OF RECORD. 4. 4. 1. DESIGN, FABRICATE AND EREGT WOOD TRUSSES IN AGGORDANGE WITH THE "DESIGN 5PEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED WOOD TRUSSES" BY THE ANSI/TPI 1-14, BC51 2013 4. 4. 8. UNTREATED WOOD SHALL NOT BE IN DIREGT CONTACT WITH GONGRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT HOODEN TOP PLATES. 4. 4. q. ALL EXTERIOR FRAME WALLS SHALL BE 5TUGGO FIN15H AND SHALL BE APPLIED IN 5TRIGT L AGGORDANCE WITH THE FRG 5EGTION R1033.2 AND HITH A5TM Gg26 INCLUDING THE REFERENGE IN ASTM Gg26 SECTION 8 TO 5EGTION XI.4.2 OF THE APPENDIX -1/a" TOTAL THIGKNE55 APPLIED IN THREE LAYER-5 (3/8" - 3/8" - 1/6") OVER METAL LATH OVER HATER RES15TIVE BARRIER. THE HATER RE515TIVE BARRIER SHALL INCLUDE A WATER-RE515TIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRAPE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EAGH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND SHALL BE ATTACHED DIRECTLY TO THE SHEATHING OVER FLASHING INSTALLED IN AGGORDANGE WITH THE APPLICABLE BUILDING GODE AND MANUFACTURER'S SPECIFICATIONS. GURING TIME FOR 3-GOAT 5TUGGO, 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 SOONER THAN 48 HR5 AFTER APPLICATION OF THE 15T GOAT. THE FINISH GOAT SHALL NOT BE APPLIED 50ONER THAN 1 DAYS AFTER THE APPLICATION OF THE 2ND GOAT. UNLE55 APPLICATIONS INSTALLED IN AGGORDANGE WITH ASTM Gg26 INGLUDIN6 THE REFERENGE IN A5TM Gg26 SECTION 8 TO SECTION XI.4.2 OF THE APPENDIX 4. 4. 10. INSTALLATION OF EXTERIOR LATHING 6 FRAMING SHALL COMPLY TO ASTM G 1063 PER FLORIDA RESIDENTIAL GODE R103.1.1 4. 4. 11. FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF PRE5ERVATIVELY TREATED WOOD SHALL BE TREATED IN THE FIELD IN AGGORDANGE WITH AHPA M 4 4. 5. FASTENERS AND TIE DONN5 : 4. 5. I. FASTENERS AND TIE DOHN5 SHALL GON515T OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, CHANNELS : ASTM A36/36M 08 Fy = 36 Ksl ROUND METAL PIPE : A5TM A53/A53M-12, GRADE B Fy = 35 Ksl SQUARE METAL TUBING : A5TM A500-13, GRADE B Fy = 461<51 HIGH STRENGTH 5OLT5 : A5TM A325-14 MAGHINE BOLTS : GALVANIZED A5TM A301-12 4. 5. 2. SHEET METAL AGGE55ORIE5 SHALL CONFORM TO : Fy = 33KsIHITH GqO GALVANIZED GOATING IN AGGORDANGE WITH ASTM A525-13. 4. 5. 3. NAILS SHALL CONSIST OF : COMMON HIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", IOd = 0.145", 12d = 0.148", Ibd = 0.162". 4. 5. 4. ALL FASTENERS AND TIE DOHN5 EMBEDDED IN GONGRETE OR USED IN AN EXTERIOR APPLICATION ARE TO REGEIVE AN ANTI-GORRO5IVE COATING BY MANUFAGTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOHNS ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRU55 STRAPPING ARE TO BE INSTALLED IN AGGORDANGE WITH THE PLANS AND 5PEGIFIGATIONS. 4. 5. 1. CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE NET SET PRIOR TO INITIAL SET OF THE GONGRETE, SPACING AND ALIGNMENT ARE TO BE IN AGGORDANGE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. GONCRETE EMBEDDED TIE DOHN5 USED FOR TRUSS AND HALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORGING PRIOR TO OR WHILE PLAGING GROUT. 4. 5. q. P05T-INSTALLED ANGHOR5 INTO GONGRETE I. POST -INSTALLED ANGHOR5 SHALL ONLY BE USED HHERE SPECIFIED ON THE GONSTRUGTION DOGUMENT5. THE GONTRAGTOR SHALL OBTAIN APPROVAL FROM DAN560 ENGINEERING, LLG PRIOR TO INSTALLING P05T-IN5TALLED ANGHOR5 IN PLAGE OF MISSING OR M15PLAGED CAST-IN-PLAGE ANCHORS. 2. CARE SHALL BE TAKEN IN PLAGING P05T-INSTALLED ANCHORS TO AVOID CONFLIGT5 WITH EXISTING REBAR. 3. HOLES SHALL BE DRILLED AND GLEANED IN AGGORDANGE WITH THE MANUFACTURER'5 PRINTED INSTRUCTIONS (MPII). 4. SUBSTITUTION REQUE5T5 FOR PRODUGT5 OTHER THAN THOSE SPECIFIED BELOW SHALL BE SUBMITTED BY THE GONTRAGTOR TO DE ALONG WITH GALGULATION5 THAT ARE PREPARED $ SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT 15 GAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROGEDURE AND/OR STANDARO(5) AS REQUIRED BY THE FLORIDA BUILDING CODE. I N R THRESHOLD BUILDING5 FOR ALL ADHESIVE 5. PROVIDE PERIODIC SPECIAL INSPECTION FOR RE AND MEGHANIGAL ANGHOR5 PER THE PRODUGT'5 FLORIDA PRODUCT APPROVAL. 6. GONTAGT MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND INSTALLATION OF ANGHOR5 AND FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY. GALL SIMPSON 5TRONG-TIE AT (800) qqq-50gq. GALL HILTI AT (866) 445-8821. 1. MEGHANIGAL ANGHOR5 SHALL HAVE BEEN QUALIFIED FOR USE IN AGCORDANGE HITH AGI 355.2 AND IGG-E5 AGIC13 FOR GRAGKED AND UNCRACKED CONCRETE RECOGNITION. PRE -APPROVED MEGHANIGAL ANGHOR5 INGLUDE: A) 5GREH: SIMPSON 5TRONG-TIE "TITEN-HD" OR HILTI "KHIK HUS-EZ" B) EXPANSION: 5IMP50N 5TRONG-TIE "STRONG -BOLT 2" OR HILTI "KHIK BOLT TZ" 8. ADHESIVE ANCHOR5 SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE WITH AGI 355.4 AND IGG-E5 AG308 FOR CRACKED AND UNGRAGKED GONGRETE REGOGNITION. APHE51VE ANGHOR5 SHALL BE INSTALLED IN GONGRETE HAVING A MINIMUM AGE OF 21 DAYS PER AGI 515-14 D.2.2. HOLES SHALL BE DRY AT THE TIME OF INSTALLATION, ADHESIVES SHALL HAVE MAX. IN-SERVICE SHORT-TERM TEMPERATURE OF 150°F, AND MAX. IN-5ERVIGE LONG-TERM TEMPERATURE OF 110°F (AGI 318 D.g.2.1). PRE -APPROVED ADHESIVE ANCHORS INGLUDE: A) EPDXY: 5IMP50N 5TRONG-TIE "SET-XP" OR HILTI "HIT -RE 500-5D" B) FAST CURE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 200" 4.5. 10, P05T-IN5TALLED ANGHOR5 INTO MASONRY I. MEGHANIGAL ANGHOR5 INSTALLED IN 50LID-GROUTED GONGRETE MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE WITH IGG-E5 AGOI OR AGIO6. PRE -APPROVED MEGHANIGAL AN6HOR5 INGLUDE: A) 5GREH: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KHIK HU5-EZ" B) EXPANSION: SIMP50N 5TRON5-TIE "STRONG -BOLT 2", "HEDGE -ALL" OR HILTI "KWIK BOLT 3" 2. ADHESIVE ANCHORS INSTALLED IN SOLID -GROUTED CONCRETE MA50NRY SHALL HAVE BEEN QUALIFIED FOR U5E IN AGGORDANGE WITH IGG-E5 AG58. PRE -APPROVED ADHESIVE ANGHOR5 INGLUDE: A) EPDXY: SIMPSON 5TRONG-TIE "5ET-XP" B) FAST CURE: 5IMP50N 5TRONG-TIE "AT-XP" OR HILTI "HIT-HY 10" 3. ADHE51VE ANGHOR5 INSTALLED IN HOLLOW CONCRETE MASONRY 4 UNREINFORGED GLAY BRIGK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE WITH IGG-E5 AG58 OR AC60, RE5PEGTIVELY. PRE -APPROVED ADHESIVE ANGHORS INGLUDE: A) 5IMP50N 5TRON6-TIE "SET" OR HILTI "HIT-HY 10" 4. THE APPROPRIATE 56REEN TUBE SHALL BE USED FOR ALL ADHESIVE ANGHOR5 INSTALLED IN HOLLOW GONCRETE MASONRY OR UNREINFORGED CLAY BRIGK MA50NRY AS REQUIRED BY THE ADHE51VE MANUFAGTURER. 4. 6. MIGRO-LAM LUMBER: 4. 6. I. MIGRO-LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,g50 PSI Ft = 1850 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 EREGTOR. 4. 1. 2• FABRICATE AND ERECT ALL 5TRUGTURAL STEEL IN AGGORDANGE WITH A.I.5.G. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". STRUCTURAL STEEL: A5TM A36/36M 05. 4. 1. 4. STEEL TUBING: ASTM A500-10, GRADE B. 4. 1. 5• WELDED GONNEGTION5: EIOXX ELEGTRODE5, MINIMUM 51ZE FILLET HELD5 3/16", AH5 CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 1. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HEB STIFFENER PLATES ON EAGH 51DE OF THE HEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE GENTER LINE OF THE TUBE COLUMN. 4. 1. 1• THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4. 8. 501L: 4. 8. I. THE FOOTING 15 DESIGNED BASE ON 2000 P5F 501L BEARING PRESSURE, CONTRACTOR/OWNER SHALL VERIFY 501L BEARING PRESSURE OF THE PROPOSED SITE. 4. 8. 2. ALL SOIL IS TO BE GLEAN 4 POISONED FOR TERMITES PER FBG 6TH EDITION (2011) RESIDENTIAL 5EGTIONS R318.1, R318.2, R316.3, 8 R318.1 TERMITE PROTECTION - PLANS MUST 5PEG I FY TYPE OF TERMITE TREATMENT • SOIL GHEMIGAL BARRIER METHOD • OTHER TREATMENT - MUST 5PEGIFY PROPOSED METHOD AND SUBMIT DOCUMENTATION, NHI SUBSTANTIATES THE PROP05ED METHOD, 15 AN APPROVED TERMITE PROTEGTION SYSTEM OR METHOD. IF CHEMICAL 501L TERMITE TREATMENT 15 USED I. FBG 105.11- "A PERMANENT SIGN HHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-IN5PEGTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE HATER HEATER OR ELECTRIC, PANEL" 2. 6ONDEN5ATE AND ROOF DOHN5POUT5 SHALL DISCHARGE AT LEAST 1'-0" AHAY FROM THE BUILDING 51DE HALLS. 3. IRRIGATION/5PRINKLER SYSTEMS INGLUDIN6 ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE HALL. 4. FBG R3153 - IN ORDER TO PROVIDE FOR IN5PEGTION FOR TERMITE INFESTATION, GLEARANGE BETWEEN EXTERIOR HALL GOVERNNNS AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING HALL NOT BE LESS THAN 6 INCHES (152 MM) EXCEPTION5: I. PAINT OR DECORATIVE GEMENTITIOUS FINISH LESS THAN j INCH (Il.1 MM) THICK ADHERED DIRECTLY TO THE MASONRY FOUNDATION 51DEHALL. 2. ACGE55 OR VEHICLE RAMPS WHICH R15E TO THE INTERIOR FINISH FLOOR ELEVATION FOR THE HITTH OF 5UGH RAMPS ONLY. 3. A 4-INGH (102 MM) INSPEGTION SPACE ABOVE PATIO AND GARAGE 5LAB5 AND ENTRY AREAS. 4. IF THE PATIO HAS BEEN 501L TREATED FOR TERMITES, THE FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR FINISH FLOOR ELEVATIONS ON MASONRY GON5TRUCTION ONLY. 5. MASONRY VENEERS GON5TRUGTED IN AGGORDANGE WITH SECTION R318.4. 5. R318.1.1 IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL GHEMIGAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BAGKFILLING AND GOMPAGTION 15 COMPLETE. 6. R318.1.2 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 501L AREA DISTURBED AFTER INITIAL CHEMICAL 501L TREATMENT SHALL BE RETREATED HITH A CHEMICAL 501L TREATMENT INGLUDIN6 5PAGE5 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 USING PLASTIC OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED 501L 015TURBANGE AFTER INITIAL CHEMICAL 501L TREATMENT. 8. R318.1.4 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GHEMIGALLY TREATED 501L SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTEGT AGAINST RAINFALL DILUTION. IF RAINFALL OGGUR5 BEFORE VAPOR RETARDER PLAGEMENT, RETREATMENT 15 REQUIRED. ANY WORK, INCLUDING PLAGEMENT OF REINFORGING STEEL, DONE AFTER GHEMIGAL TREATMENT UNTIL THE CONCRETE FLOOR 15 POURED, SHALL BE DONE IN 5UGH MANNER AS TO AVOID PENETRATING OR 015TURBING TREATED SOIL. q. R318.1.5 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GONGRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR GHEMIGAL 501L TREATMENT, TO ENHANCE VERTICAL PENETRATION OF THE GHEMIGAL5. 10. R318.lb IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GHEMIGAL 501L TREATMENTS SHALL AL50 BE APPLIED UNDER ALL EXTERIOR GONGRETE OF GRADE WITH I FOOT (305 MM) OF THE PRIMARY STRUCTURE 51DEHALL5. ALSO, A VERTICAL GHEMIGAL BARRIER SHALL BE APPLIED PROMPTLY AFTER GON5TRUGTION 15 GOMPLETED, INGLUDIN6 INITIAL LANIPSGAPING AND IRRIOATION/5PRINKLER INSTALLATION. ANY 501L DISTURBED AFTER THE GHEMIGAL VERTIGAL BARRIER 15 APPLIED SHALL BE PROMPTLY RETREATED. 11. R318.11 IF A RE615TERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTION R318.1.1, THROUGH SECTION R31b.lb DO NOT APPLY; HOWEVER, A SIGNED GONTRAGT ASSURING THE INSTALLATION, MAINTENANGE AND MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS FROM THE ISSUE OF THE GERTIFIGATE OF OGGUPANCY 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 US REQUIRE A MONITORING PHASE PRIOR TO INSTALLATION OF THE PE5TIGIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE MONITORING PHASE COMPONENTS SHALL BE DEEMED TO GON5TITUTE INSTALLATION OF THE SYSTEM. 12. R318.1.8 IF A REC715TERED TERMITIGIDE FORMULATED AND REGISTERED AS A HOOD TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTIONS R31b.1.1 THROUGH R31,5 1.6 DO NOT APPLY. APPLICATION OF THE HOOD TREATMENT TERMITIGIDE5 SHALL BE AS REQUIRED BY LABEL DIRECTIONS FOR USE, AND MUST BE GOMPLETED PRIOR TO FINAL BUILDING APPROVAL. 13. R318.1 TERMITE PROTEGTION. TERMITE PROTECTION SHALL BE PROVIDED BY RE(515TERED TERMITIGIDE5, INGLUDIN6 501L APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTIGIDES APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A5 A PREVENTATIVE TREATMENT TO NEW GON5TRUGTION. SEE 5EGTION 202, REGISTERED TERMITIGIDE. UPON COMPLETION OF THE APPLIGATION OF THE TERMITE PROTECTIVE TREATMENT, A GERTIFIGATE OF GOMPLIANGE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LIGEN5ED PEST GONTROL GOMPANY THAT CONTAINS THE FOLLOWIN6 STATEMENT: "THE BUILDING HAS REGEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE WITH RULES AND LAH5 E5TABL15HED BY THE FLORIDA DEPARTMENT OF AORIGULTURE AND CONSUMER SERVICES." 14, R315.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E-GONTAINING MATERIAL. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTEGTION, THE SLEEVE SHALL HAVE A MAXIMUM HALL THICKNESS OF 0.010 INGH (0.25 MM), AND BE SEALED WITHIN THE SLAB U51NG A NON-GORRO51VE GLAMPING DEVIGE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 15. R318.3 GLEANING. GELL5 AND CAVITIES IN MASONRY UNITS AND AIR GAPS BETWEEN BRICK, STONE OR MASONRY VENEERS AND THE STRUCTURE SHALL BE GLEANED OF ALL NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE WOOD, OR OTHER CELLULO5E-CONTAINING MATERIAL PRIOR TO GONGRETE PLAGEMENT. EXCEPTION: INORGANIC, MATERIAL MANUFAGTURED FOR CLOSING CELLS IN FOUNDATION CONCRETE MASONRY UNIT CONSTRUCTION OR GLEAN EARTH FILL PLAGED IN CONCRETE MASONRY UNIT VOIDS BELOW SLAB LEVEL BEFORE TERMITE TREATMENT IS PERFORMED. 4. 8 .3. 501L 15 TO BE GOMPAGTED TO q5% MODIFIED PROCTOR A5 DEFINED BY A5TM D 1551-12el NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. OR 5ENTRICON SYSTEM TO BE USED 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-GOR" PRODUCT OR 5ENTRIGON SYSTEM, METH005 MUST BE DETERMINED AT PERMIT STAGE . 2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXPO5E5 UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. REG2U I RED SAFETY C LAZ I NO IN HAZARDOU5 LOCATIONS 5AFErr QLAZIN6 (RE: FRG R308.4) R308.4 HAZARDOUS LOGATION5. THE FOLLOWING SHALL BE GONSIDERED 5PEGIFIG HAZARDOUS LOGATION5 FOR THE PURPOSES OF GLAZING: I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SHIN6IN6, SLIDING AND BIFOLD DOORS. EXGEPTI ON5: 1. GLAZED OPENINGS OF A SIZE THROUGH HHIGH A 3-INGH DIAMETER (1(2 mm) SPHERE 15 UNABLE TO PASS. 2. DEGORATIVE GLAZING. 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWIN6 GONDITIONS: I. HHERE THE GLAZING 15 WITHIN 24 INGHE5 (610 MM) OF EITHER 51DE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. 2. HHERE THE GLAZING 15 ON A HALL PERPENDIGULAR TO THE PLANE OF THE DOOR IN A CLOSED P051TION AND HITHIN 24 INCHES (610 MM) OF THE HINGE SIDE OF AN IN-51HINGING DOOR. EXGEPTIONS: I. DECORATIVE GLAZING. 2. WHERE THERE 15 AN INTERVENING HALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. WHERE ACCESS THROUGH THE DOOR 15 TO A CLOSET OR STORAGE AREA 3 FEET (q14 MM) OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY HITH SECTION R308.4.3. 4. GLAZING THAT 15 ADJAGENT TO THE FIXED PANEL OF PATIO DOORS 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE WINDOW THAT MEETS ALL OF THE FOLLOWING GONDITION5: I. THE EXP05ED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN g SQUARE FEET (0.836W); AND 2. THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN 18 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 WALKING SURFACE ARE HITHIN 36 INGHE5 M14 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: I. DECORATIVE GLAZING. 2. HHEN A HORIZONTAL RAIL 15 INSTALLED ON THE ACCESSIBLE 51DE(5) OF THE GLAZING 34 TO 38 INGHE5 (B46 TO q65) ABOVE THE HALKIN6 SURFACE. THE RAIL SHALL BE GAPABLE OF HITH5TANDIN5 A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (750 Wm) WITHOUT GONTAGTIN6 THE CLASS AND BE A MINIMUM OF 1 1/2" INCHES (38 mm) IN GROSS 5EGTIONAL HEIGHT. 3. OUTBOARD PANES IN INSULATING GLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS WHEN THE BOTTOM EDGE OF THE GLASS 15 25 FEET (7620 mm) OR MORE ABOVE GRADE, A ROOF, HALKIN6 SURFACES OR OTHER HORIZONTAL (HITHIN 45 DEGREES (OA-7 RAP) OR HORIZONTAL) SURFACE ADJAGENT TO THE GLASS EXTERIOR. 4. ALL GLAZING IN RAILING5 REGARDLE55 OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE 5TRUGTURAL BALUSTER PANELS AND NON5TRUGTURAL INFILL PANELS. 5. GLAZING IN HALLS, ENGL05URE5 OR FENCES GONTAINING OR FAGING HOT TUBS, SPAS, HHIRLPOOL5, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR 5HIMMIN6 POOLS WHERE THE BOTTOM EXP05ED EDGE OF THE GLAZING 15 LE55 THAN 60 INGHE5 (1524 MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND EAGH PANE IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT 15 MORE THAN bO INCHES (1524 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE HATER'S EDGE OF A BATHTUB, HOT TUB, SPA, HHIRLPOOL OR SHIMMING POOL OR FROM THE EDGE OF A 5HOHER, SAUNA OR STEAM ROOM. 6. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 36 INCHES (6114 MM) ABOVE THE PLANE OF THE ADJAGENT HALKIN6 SURFACE OF 5TAIRHAY5, LANVINC75 BETWEEN FLI6HT5 OF STAIRS AND RAMPS SHALL BE GON5IDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: I. WHERE A RAIL 15 INSTALLED ON THE AGGE551BLE 51DE(5) OF THE GLAZING 34 TO 38 INGHE5 064 TO q65 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE GAPABLE OF HITH5TANDIN6 A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) WITHOUT GONTAGTING THE GLASS AND HAVE A GRO55-5EGTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INCHES (38 MM). 2. GLAZING 36 INCHES M14 MM) OR MORE MEASURED HORIZONTALLY FROM THE HALKING SURFACE. 1. GLAZING ADJAGENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY HHERE THE GLAZING 15 LESS THAN 3(b INCHES M14 MM) ABOVE THE LANDING AND WITHIN A 60-INGH (1524 MM) HORIZONTAL ARC, LE55 THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE GON5IDERED TO BE A HAZARDOUS LOCATION. EXCEPTION: THE GLAZING 15 PROTEGTED BY A GUARD GOMPLYING WITH SECTION R312 AND THE PLANE OF THE GLASS 15 MORE THAN 18 INCHES (457 MM) FROM THE GUARD. NOTE: IT 15 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAHIN65 BEFORE CONSTRUCTION BE61N5. DAN5G0 ENGINEERING, LLG IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJEGT ONLY. ANY DI5GREPANGY BETWEEN FIELD GONDITION5, OTHER DE51611N PROFE5510NAL6 SHOP DRAHIN65, GONTRAGTOR5' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DE51ON SOLUTIONS, INC. PRIOR TO THE GOMMENGEMENT OF CONSTRUCTION. ATTENTION: GHEMIGAL GHANGE5 IN PRESSURE TREATED WOODS AS OF DECEMBER 3I5T, 2003, GHROMATED COPPER ARSENATE (GGA-G) HILL NO LONGER BE PRODUGED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRE55URE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE GGA-6. MANY OF THE NEW PRESSURE TREATED HOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, AGQ-G, AGQ-D, GBA-A, OR GA-5 REQUIRE HOT -DIPPED GALVANIZED OR 5TAINLE55 STEEL FASTENERS. DOT SODIUM BORATE (55X) DOES NOT. NORST GASE DES 1 C N PRESSURE TABLE 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) x END ZONE IS 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 + 25.6 PSF / - 21.1 PSF ( INTERIOR) UNLESS NOTED ON FLOOR PLANS GARAGE DOORS (ASD PRESSURES) SINGLE 9x1 + 223 PSF / - 253 PSF DOUBLE 1(ox1 + 21.4 PSF / - 23B PSF DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813,645.9698 www.danscoenginee6ng.com CA 25948 CD Q uj Z O 0 R o z Q Lf1 to Z gM � .� Z W Z J O tD W W W LU Lu CL C/) J Q L CO Z J Q O °° m Liw O Z U Z F- Z N O (y) a- 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=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED ANDSEALE). SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 0=19 LENNAR CORP -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUR WRITTEN CONSENT FROM LENNAR CORPORATION. C12019 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE _DESCRIPTION UPDATED CONNECTION 06.08.18 1,01 CROSS-REFERENCE TABLE AND STAIR STRAP 01,09.19 1.02 ROOF UNDERLAYMENT REV. 02 11 19 1 03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSINNOi<1.Wj , ] 1.19 c W C�i C:) it cap C=3 cv W) rt: fL O Lu NZ co J Z z uJ = U W }N Q N N N N 0 = Lu � * _� Lu Lu* Lu Z Q LLI = U i 1ti Ld W ❑ ❑ SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 390440 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH SIN IFILL CELL STD. 900 HOOK BOND BEAM RAFTER SPAN TABLE MEMBER SIZE AND SPAGINGfu MAXIMUM LENGTH MEMBER CONNECTIONS, 2' X 4' • 16' O.G. 1'-5' (2) Ibd TOENAILS 2' X 6' • 16' O.G. 10'-8' (2) Ibd TOENAILS 2' X 8' • 16' O.G. 13'-51 (3) Ibd TOENAILS 2' X 10' • 16' O.G. 16'-5' lU USP HTUJ20 OR (3) 16d TOENAILS 2' X 12' • I6' O.G. 19'-3' (1) USP HTUJ20 OR (4) l6d TOENAILS 2' X 4' • 24' O.G. b'-1' (2) lbd TOENAILS 2' X 6' • 24' O.G. 8'40' (2) lbd TOENAILS 2' X 8' • 24' O.G. 11'-0' (2)16d TOENAILS 2' X 10' • 24' O.G. 13'-0' (3) Ibd TOENAILS 2' X 12' • 24' D.C. 15'-4' 1 (1) USP HT 100 OR (3) lbd TOENAILS • TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY fte. RAFTER TO RIDGEBEAM). •• SOUTHERN YELLOW PINE, 55 PSF LOADING `D2 x 4 MEMBER TO BE SYFM NON -DENSE OR BETTER COMPONENT & CLADDING DESIGN PRESSURE (140mph (Vasd = 108mph), enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = Up to 30 feet, Occupancy Cat. 11) 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 43A 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 1 25.2 -30.8 Notes: 1. For effective areas or wind speeds between those given above the load may be interpolated, otherwise use the bad associated with the lower effective area. 2. Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table R301.2(3) of the 6th Edition (2017) FBC, Residential volume 3. Plus and minus signs signify pressures acting toward and away fromthe building surfaces. 4. Table values have been multiplied by 0.6 to convert component and cladding pressures to ASD. W ROOF DIAPHRA6M NAILING 5GHEDULE USP777-71-1 + + + + + + + + + + +. + + + + + + + + + + + + + + + + + + + + + + + + 0 + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + b'- " (TYP) + + + + + + + + *+* +++ +++ + + + + H*+ + + + + + + + + + + + O + + + + + + +\.+ + + + + + + + + +++ + + + + + + + + + + + + + + + + + ++ + + + + � LU MUGT15 TYP. GIRDER TRUSS STD. 90° � CONT. #5 I� `'UN'' BAR HOOK I tAn « I ur rL A I t �-II 5/8"0 COX PLYWOOD OR 1 OR /Ib" 055 (FOR 5HIN6LE) Iq/32" GDX PLYWo00 OR O5D #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM THRU BOLT .. ..... (FOR TILE) BEAM STEP 2 X 6 (MIN) B.U.0 BOND -RIDGE LINE 140 1"P14 3 5E6OND 61,15T EXP1O<,o M 'G' HIND ZONE 140 1011P1'1 3 5EGOND GUST EXP0:511RE 'IG' WIND ZONE SCALE: N.T.S. USP , (FOR 5HIN6LE) (FOR 5HIN67LE) MUGT15 TYP. R5R5-0I NAIL5 ® 6" O.G. 4 R5R5-01 NAIL5 a b" O.G. ED6E5 4 +++++ 4" O.G. ® GABLE END WALL OR GABLE TRU55 R5R5-0I NAIL5 a b' O.G. INTERMEDIATE 2nd FLOOR 0.113 INGH NOMINAL SHANK DIAMETER O 113 INGH NOMINAL SHANK DIAMETER INTERIOR/EXT WALL SEE 2 315" INGH NAIL LENGTH 2 30' INCH NAIL LENGTH PLAN FOR MORE INFO (FOR TILE) (FOR TILE) CONT. BASE PLATE R5R5-01 NAIL5 @ 6" Or, 4 4" Or, ® 6ABLE END R5R5-0I NAIL5 a 6" OG E06E5 4 BEARING COLUMN TYPICAL USP MUGT15 TO HTA 20-18 / HTA 20 WALL OR GABLE TRL65 R5R5-OI NAIL5 as 6" OG INTERMEDIATE 0.120 INCH NOMINAL SHANK DIAMETER (MIN) 0.120 INGH NOMINAL SHANK DIAMETER (MIND PLYWOOD FLOOR SHEATHING PER PLAN SEE PLAN FOR REQ?Solid BUILT-UP COLUMN DETAIL COLUMN AND INSTALLATION @MID SPAN 3 INGH NAIL LENGTH 3 INCH NAIL LENGTH CONNECTION TJI TO BE CUT TO ALLOW NOTE: FOR BLOCKING/TJI I) RSRS-DI 15 A RING SHANK ROOF SHEATHING NAIL MEETING THE SPEGIFIGATIONS IN ASTM F1667 2) SEE 5TRUCTURAL NOTES FOR 5HEATHIN6 5PEGIFIGATION5 AND HIND 5PEED. NOTE: 3) END JOINT5 OF THE ROOF 5HEATHIN6 SHALL BE 5TA56ERED AND OGGUR OVER FRAMING MEMBER. MASONRY WALL OR LOCATION OF UPLIFT VALUE 4) 5GHEDULE A55UME5 5HEATHIN6 15 FA5TENED DIREGTLY TO 5OUTHERN YELLOW PINE OR DOU6LA5 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. �TJI �1 OTHERWISE SOLID �� S.P.F. BLOCKING TO MATCH all posts fromy # OF 2nd FLOOR 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%) UPUFT(WS) LATERAL. GRAVITY(100%) UPUFT(LBS) LATERAL, FASTENERS CONNECTOR F2 L8S FASTENERS CONNECTOR SYP SPF SYP I SPF F2 LBS SYP SPF SYP I SPF MASONRY CONCRETE APPLICATIONS MASONRY CONCRETE APPLICATIONS HTA16 1870 1608 710(611).9.10dx 11/2" HHETA16 2120 1 1781 1 770 1 10-10d x 11/2" HTA20 1870 1608 710(611) 9-10d x 11/2" HHETA20 2120 1 1781 1 770 1 10-10d x 11/2" 9-10d x 11/2" & (4)1/4" x 13/4" RT36M 1395 1395 115 NONE - - TAPCON 18-10d & (1) 5/8" 0 A.B. W/ 18-10d x 11/2" &(1) 5/8" 0A.B. HTT16 3610' 3105' HTT4 3610' 3105` 8" EMBED. W/ 8" EMBED. 18-10d & (1) 5/8" 0 A.B. W/ 26-10d & (1) 5/8" 0 A.B. W/ 8" HTT45 3812' 3625` HTTS 3812' 3812' 8" EMBED. EMBED. 16-10d & (5) 1/4" x 3" DeWalt 16-16d SINKERS & (7)1/4x 21/4" LUGT2 1550 1550 475(400) LGT2 2030 1750 170 SCREW -BOLTS TITEN 2 (12)1/4" x 21/2" WOOD SCREWS (12) SDS 1/4" x 21/2" & (4) 3/8" x LUGT3 3525 3240 - & (4) 3/8" x 5" DeWalt SCREW- LGT3-SDS2.5 3285 2365 385 5" TITEN HD BOLTS 8-10d & (1) 3/4" 0 A.B. W/ 6" 8-10d x 11/2" & (1) 3/4" 0 A.B. W/ LTS19-T2 1205' 3036' EMBED. LTF19 1310" 1125` 6" EMBED. 18-10d x 11/2" & (1) 5/8" 0A.B. LTTI31 - - 2805' 2412' NONE W 6" EMBED. 22-30d & (1) 5/8" o A.B. W/ 12" 22-30d & (1) 5/8" 0 A.B. W/ 12" MLIGT15 - - 2556" 2556"` MGT - _ 2556" 2556" EMBED. EMBED, (12) 2/4" x 3" WOOD SCREWS & (4) (18) SDS 1/4" x 3" & (2)1/2" x 5" RFUS 7100 6106 (2) FGTR 8885 6395 3/4" x 6" DeWalt SCREW -BOLTS TITEN HD EA. FGTR FRAME APPLICATIONS FRAME APPLICATIONS RT7 S60 1 495 120(120) 5-8dx11/2"&5-8d H2.SA 565 1 535 1 110 1 10-8dx11/2" RT16A 1020 895 490(345) 9-10d x 11/2" & 8-10d H10A 1340 1 1015 1 285 1 18-10d x 11/2" RTI&2 - 1060 935 410 330 1&8d H10A-2 - 1 1080 1 930 260(225) 18-10d x 11/2" SPT22 735 632 275(236) 8-30d NONE SPT24 1090 937 275(236) 12-10d SPT4 875 753 6-10d x 11/2" SPTH4 2195 18M 12-10d x 11/2" MUGT15+ 24-10d & (1) 5/8" 0 BOLT MGT+ 22-10d & (1) 5/8" 0 BOLT PHD4A 38S2"' 3313"` 8 1/4" x 3" WOOD SCREWS HDU4.SDS2.5 I 3965- i 328S" I 525 1 (10) SDS 1/4" x 21/2" LUGT2 2260 1900 1505(425) 1 32-10d NONE HTW20 1530 1285 - 20-10d LSTA18 1235 1110 14-10d LSTA18 1235 1115 14.30d LSTA24 1235 1235 16-30d LSTA24 1235 1235 18-10d LSTA30 1640 1640 22-10d LSTA30 1640 1640 22-10d LSTA36 1640 1640 22.10d LSTA36 1640 1640 24-10d HUNG APPLICATIONS HUNG APPLICATIONS MSH29 2865 2200 715 570 10-10d & 4- 10d NONE HUS26 2760 2430 2035 2630 20-16d THD26-2 2770 2392 2340 2012 18-16d & 12- 10d THDH26-2 4375 3850 2865 2280 28.16d HD28 1230 1057 760 653 8-16d & 4-10d x 11/2" HUS26 1 1562 1 1342 1 8W 756 8-16d & 4-16d HUS28 4170 3670 2950 2380 30.16d NONE THD28.2 4310 3706 2595 2231 28-16d & 16- 10d HGUS28-2 1 4973 1 4276 1 2695 2316 - 24-16d & 30-16d HD210-2 2155 1895 1170 1030 14-16d & 6-10d HU210-2 1 2382 1 2048 11516 1308 16 16d & 8 10d THDH210-2 9020 7965 4445 3555 58-16d NONE KLEG3 (2) 3/4" 0 A307THRU BOLTS INTO (2) 3/4" 0 A307THRU BOLTS INTO W/TOP 11980 - 394S - - GIRDER & (4) 3/4" 0 A307 THRU LEGS W/ TOP 13045 - 3845 - - GIRDER & (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 BOLTREQUIRES MINIMUM 2 3/4" 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 7/8" 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"ortwo 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 ifUPLIFT -1160# both loaded equally from above) N.T.S. � � • Filler blocking 1/8" min. }Small gap 2" min. + 2" max ` 1/8" gap � 4 max. r r �2 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. 2x4/Plywood/0SB web stiffener 2"min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. 2x ' CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" D.C. clinched when possible Stagger rows from opposite required when indicated or Web Stiffener Fastener Schedule Joist BearingLocation Series Depth I End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d I 5-8d 16" 2-8d I 6-8d BCI60e 11-718" 2-8d I 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11 " -1 3-16d 1 -1 5-16d 16" 6-16d 6-16d TYPICAL HUS INSTALLATION TYPICAL RT16A INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR e SIZE AND QUANTITY e e% OF FASTENERS o i ise i a e yyi OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". - Hangers with side nailing. -Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouthcuts. - Birdsmouth cuts. N.T.S. • - Under 2nd floor column w/ loads • N.T.S. higher than 15001b. .. SQUASH BLOCKS AT INTERIOR BLOCKING PANEL, INTERIOR TYPICAL HTA 20-18 / HTA 20 Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall INSTALLATION TYPICAL MTW INSTALLATION BEARING Use 3" (10d) nails at 6" D.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 meet over wall, or wall stacks directly over wall or TABLE R905.1.1 Load bearing wall must stack beam below Load bearing wall must stack over ! UNDERLAYiMENT TABLE Non -stacking walls over squash=20 blocks and wall or beam below." blocking and wall or beam below.` ------ 4 require additional , Joist consideration. Check local building � When Joists meet over wall, provide I -Joist can be offset code for appropriate 1/16" 1 3/4" minimum bearing for each. details in One 10vertical d box ato avoid areas=20 of high or-20 sinker veplumbing lateral load. 1 nail each side 3" max at bearing. JOISTS OFFSET N.T.S. Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel "Non -stacking walls Squash block -10d nails SECTION @INT. 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 (KNOCKOUT EXEMPTS) Install tight to top flange. (see table below) D (see table below) DO NOT cut, notch Joist hanger or drill flanges cD (0 A %22" ROUND HOLE MAY DO NOT CUT HOLES 6 6 6,. Filler block. BE CUT ANYWHERE IN CANTILEVER LARGER THAN %22" Nail with THE WEB. PROVIDE AT ROUND IN 10-10d nails. LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES Backer block required where top mount hanger load exceeds 250 lbs. MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN IV Install fight to top flange. 8 1'-0' I '" V� 1 2"" V-3" 1'-3` T-T' 1'-11'" 2-C 2' J 3 2 ' 3 7" 1/4"-2"gap AfTy 16 }gist 12 1"-0' 1'1"` 1' 7" 1 1' 2" 1'-3" 1'-g" 2'-4' 2-11" 3'-T' +S 2` 4-91 64, Spars Qt)....._ 16 1'-U' 1"1" 1. 2. 1, 2" 1' T' 2-6' 3-7 3-11T" 4'-9'" 5 7"' 6-41 T,_2," 20 1'-0.' T-1" 1' 7 1-2" 2-0" 34Y' 4'-W 4-10" 6-11" T-11" $'-11'• 24 1'-o- I Tr 1' 2" 1'-3, 2-6' 3-7' 4'-9' 9-19' 1 7-7' 9-4" 9 i' 101-9' Backer Block "Top Mount" "Face Mount" Roof fupVerin Section Roof Slope 2:12 and g Less -than 4:12 Undodayment Underfaymertt Attachment" Roof Slope 4:12 and or*~Undertat meat i Undediaynlent Attachments ASTM D226 Type I or It ASTM D226 Type It } ASTM 04869 Type 11, 111 or IV 1 ASTM 048% Type IV 2 Asphalt shingles R906.2 i ASTM D6757 ASTM D6757 ........................................................_.__ .. ASTM D1970 3 _......................_..................._._. ASTM D197D 3 _......_........................................................ _.......;._....._._..._._--- ___............ ............. ....... ............... Concrete and Clay 111* ! See Section RI 5.3.3 .............. ................................... ....... _ �_ _ _......................................... RW5.3 .......__........... ....__....................... ............. ...... .............................._... 1 ASTM D226 Type I or 11 _..__ . _ _.,.... ._.._.....,.............,.................... ASTM D226 Type t! ..._......................................... !Metal root shingles I ASTM D4%9 Type 11, 111 or IV 1 ASTM D4869 Type IV 2 R�B.4 ASTM D6757 ASTM D1970 - 3 ASTM D1970 3 ASTM D226 Type I or 11 ( nerd-sur:aced rota j ASTM D4869 Type 11, H1 a' IV 1 ASTh1 D226 Type 11 2 rooting i ASTM D6757 ASTM D4869 Type IV R905.6 i............................_..._. _.._ __.._.. __._._..,.... ... __._.............._. ASTM D1970 ......................................... ....-_...M..._._.-..._ 3 ASTM D1970 3 .... ........................................... ___ ..... _.._ ASTM Type 111 li ..... _........._........ ..._... _............. -........ ._.... _........ .-..-............. ................ ......... ------- ..... Slate and slaof-type ASTM D4889 69 Type 11, !11 or IV 1 ASTM D226 Type If 2 shingles ; ? ASTM D675T ASTM D4869 Type IV Rt305.6 ASTM D1970 3 I ASTM D1970 T3 Wood shingles ASTM D226 Type I or It ASTM D226 Type 11 - R9115.7 _ ASTM D4869 Type 11, 111 or N 1 � ASTM D4869 Type IV 2 Wood shakes _ Limited to roof ASTM D226 Type It R806.8 I slopes 4:12 and ASTM D4869 T !V Type 2 _ ....__.__ _._ Greater .._.w._W.._.. ASTM D226 Type I or It ASTM D226 Type 1t Metall resat panels ; ASTM D4869 Type 11,111 or IV 1 ASTM D4869 Type IV 2 R905.10 i ASTM D6757 ASTM D6757 ASTM D1970 3 ASTM D1970 3 ASTM D226 Type I or It ASTM D226 Type 11 photovokalc Shingiies I ASTM D4869 Type It, III or IV 1 ASTM D48169 Type IV 2 R90S.17 ASTM D6757 ASTM D6767 ASTM D1970 - -- _ 3 - ASTM D1970 3 NOTES: Backer block shall be tight Backer block shall be tight 't.ind*deyn,,6M ;dattvr*rtt 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with 1. Roca! siape4 hpm two volts vwWaf in 12 ufft honzoO* 07-ponect skapel, and Was than two ur.tts vertical In 12 t^ts horizontal (33•"Meatt •lope). Apply 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 19.mch 1,1483 mmi series of underfayrheM fete 3>a+SW to and sea wv at the eaves. tostento sudR w* to how in plate staft+v st The eave, avpty 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. rnchwida (914 Mtn) Sheets of un , eyrfusrt, Rev successive sheets 14 in mit (48$ mm)- end taps shoal be B lxhes and rrhag be ~ by 6 AW 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 Stifftler as undedaymeal strew be a"Whed to a na#able dock with conosroor.•reS�#m1t fasteners one row t onleted in the faeld of the sheet wdh a maxV1WM fa ve w 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 (f hanger o tic n rc+wotws (acts mmr ac . ono Banc rune at the and and cede saga taste Sh B lathes thiC mrrl) o.c. t It Ethan 3t Snag be etTamo non or �1 g pEestft :� nags wiih s narnlsat sap daaT+etrx a not toss that 1 inch. Means ceps sfMR have a tt�kness of n� IesS than 32-;toga metaa. Parer -ems 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 metal saps shall hevo a muralrum ftkness of 0±01D inch Mlnmum thickness of the -Ataide edge of Onbc eolas shell be a 03S inch The cap nag StIww ahaii S. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height be to toss tt•.an a 1.183 ineh for ring char* cap no" and 0.091 kseh for struxuh Shank cap raw& rep rim ehanit shy have a land suf ictent to penetrate MEMBER CONDITIONS. requirements thmuo the read stseatb#V or nal less Man % sath ama the r*0sheaftV 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF 21 Roof shVn of toter tTits'var*Sf in t2 crofts hamontel k33.0 rcartt afapel or greater Underiayroant SW he append shttvo faotA n, txora41s1 to and Star THE LARGEST HOLE. .6 X Joist from ma eave and topped 4 alctws (SI mmi, end laps ahas be 6 inches and &hall be offset by 6 feet. The wtdertayment shall be ached w a nsitebie dock 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 0 depth with too Staggered maws In the seid of to meat wo a maxkWM fastener spaLckV of 12 inthm (305 mmi o c., and one row at the end and Side bps rastaned • 6 krthas (152. rom) o.c. Ur4efty €ant shall be atlachool VW9 mew or rustic cap nafs wise a ntun "M cap metier of not lass than 1 inch. Wei Ca ixt shoo 8. HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1�" KNOCKOUT HOLES TURNED WITHER have a thickness 01 root IaSS than 32-289e Sheol meta! POWer.dsriven Metal caps "have a ftnimum t1iftknitts of 0,010 inch Mw*wm pkkness of me UP OR DOWN. • outside 409a of plestit ceps shO be 0 = Inch The cap ne# shank shalt be nol less than G.0s3 Inch for rfrq vhank soap neils and 0 (*1 loth dw s rmth 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS shank cep nags Cap nal shank shall have a longth sutkotnt to penatttft through the roor shestift or not lest than N, inch Wo the roof shsathinq. PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE Roof slopes from two un t3 vertical in 12 unaa horizontal (17-percent Aope) and greater, The entire iod dock" be covered west on appmvea soft_ POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. I -JOISTS STS BUCKETS •d ap lxalymer modlfaed t*oroon undaetaymer4 tomptying with ASTM D1970IT!stalled in s4towsme WRh Wh tha tRwerlaym m manufacturer's mid root eoverav manufacturers instettstksn Nw in terms to ore dtxk r teaiai, m Df vwNatl tonfV ebon and tWoete exposure for The rood covemV to be ksetapad. HOLECUTTING CHART N.T.S. Excepti"'. A MUMatum 4-fth-wide 1002 men) etrip of set-adhetkrg potyrrxrtr t edbk~ membrene ton w0th ASTM 0*70. installed in accordance wsh the rKamytatfurasr`a kdatM900la far the clack material. shah be applied over ell y*ft or the rani decking. An approved undeslaymant 1n N.T.S. accordance Table R905 I 1 ku the applicable roof covering Shall be applied over the elntoe roof ovef the 44nth-wida 002 MM) membrane vows. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoenginee6ng.com CA 25948 O N Z O (A� n O 0 z � In a 4- [Li^ � . Z F- 0. Q GO Q z� Wz� O U X C/) W LU LU : (~ r O � ,v I 1 ca � W J f� Q 0 0 w Z U H Z N C.) 0 � 1Z 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 (Vosd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = tO.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFrER THE DATE R 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 WRITTEN CONSENT FROM LENNAR CORPORATION. C)2n19 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORRED 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, fa10: 11 02.11.19 0 Its` c� P:neiA cv to k= W O z O W 0 = U W CO r � N � Oc� Qv 14 04 W wM 210 r00 LU r � w * Z Q IJ_i = L i 1-4 u.i N d H d U._ 02 CL_ LU ❑ ❑ SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 390440 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH SNI 04 O 00 0 I 00 LO r- 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 DAN SCO CONDITIONED CEILING (INSTALL 1/2' HIGH STRENGTH (UND.) W/ 2-16d TOE NAILS a EACH END CINSTALL RAPPELS AT EAYi=) (OR V GYP. TYPE 'X' • GARAGE ENGINEERING, LLC W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT REFER TO UNDERLAYMENT TABLE ON SHEET SNI GARAGE SEPARATION R-it/R-13 KRAFT FACED CONNECTIONS. PROVIDE (1) USP HTW20 WHEN P.O. BOX3400 FOR UNDERLAYMENt REQUIREMENTS 4 PROVIDE: (GARAGE / LIVING) TRUSS ALIGNED WITH STUD BELOW 1/2'OR 5/8' HIGH STRENGTH BOARD TRUSS BOTTOM CHORD OR 2X4 Apollo Beach, Florida 33572 FOR LAYERS FOR EN < SLOPE < 4:T S.PF, DOUBLE (UNA,) (OR 5/8' GYP. TYPE 'X' s p. 813.645.0166 8'x8'XIV NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-16d TOE NAILS f.813.645.9698 (1) LAYER FOR SLOPE >- 4:12 , s EACH END www.danscoengineehng.com PRE ENGINEERED WOOD TRUSS • 24' O.C. UNA. 3/8 MORTAR BETWEEN COURSES LISP SPT24 2'x SPF. (OR EQUAL) STUDS +� 16' O.C. UNA.ABOVE) CA 25948 12 CONNECTOR S,PF. DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT HURRICANE ANCHOR a EACH TRUSS I II u u II (TYP.) VARIES (SEE UPLIFT SCHED.) W/ METAL PL. IL II II ° i1 1/2' COX PLYWOOD OR 1/16' 0.5.5. (1) ROW 2x BLOCKING a MID HGT. FOR WALL ' SF'T24 CONNECTOR TRM LINE. PROVIDE (U USP HTW20 WHEN o _________JI __JL__ — _�.1L__ — _____JL_________ TRUSS ALIGNED WITH STUD BELOW N r— ter— r-- �r----------ir--- I I 1 UNDER EA TRUSS 1 --- II ------- ------ n ii a SHEATHING READ. FOR ALL HGt. <8-6 . (2) ROWS 2x BLOCKING • 3rd i1 GYP. B. • G D II a it ii II EXTERIOR OR SHEAR WALLS AS PTS FOR WALL W 8'-6'. IF APPLICABLE OISTURE BARRIER 1 u u u ii II 21x $PP. (OR EQUAL) STUDS a IV O.G. UNO. O INSULATI B OOF COVERINGS I II a II ii II INDICATED ON THE PLAN. ATTACH (1) ROW 2x BLOCKING a MID HGT, FOR a N LJL_ L_=-_______JL_-_______JL__--__-_-JL-___ SEE THIS SHT FOR INSULATION CHART 1/16' OBB. MIN. (FOR SHINGLE) OR IS/32' 055 r-------- --lr---------,r----------ir--------- SHEATHING W/ Sd COMMON NAILS e I o 1 II 11 11 11 WALL HGT. < 8 -6 . 11) ROWS 2x BLOCKING SEE THIS SHT FOR INSULATION CHART o $ (FOR TILE) SEE ROOF NAILING SCHEDULE ON I II 11 3/8' MORTAR BETWEEN 4' O.C. a BOUNDARIES, V O.C. a a 3rd PTS FOR WALL HGT. , 8'-6'. z M 8 x4 xlb NOMINAL I II ii 1i , , , SHT, SNI II 11 a II SLAB 4 BLOCK EDGES, AND • 12 O G. +� FIELD USP SPT22 CONNECTOR 5/8 0 x 10 J BOLT • 24 O G. W/ a w �- ELEV. VARIES BLOCK WITH 3/S L ___ ___JL_________JL_________JL__ _ ____ 1 1 USP SPT22 CONNECTOR 2'0 x 3/I6' PLATE WASHER (TYP.) a d� MORTAR BETWEEN I u 11 u u 5/8 0 x 10 J BOLT a COURSES CUT TO I n Till u u _ n 2x P.t. BOTTOM PLATE z � 5/8' OR I/2' HIGH I u 24 O.C. W/ 2 Ox3/16 2x P.T. BOTTOM PLATE 2 6 x 6 WL4 x WIA WWF OR F15EF MESH Do ALUMINUM SLOPE. I i1 u m n 1/2'MIN. 'QSTRENGTH CEILING _ _ ELEY. 0 -0 6 x 6 WI.4 x WI.4DRIP EDGE L_-__ L_===__L=________JL______ PLATE WASHER (TYP.) z BOARD PER CODE (OR 1 I u 11 n AFR WWF OR F15EWESH �, — �/�3 5/8' GYP. TYPE 'X' ALUMINUM FASCIA ELEV. -0 -4 1/2 L---------JL——___JL___-- -- ° Z 3 I/2' MIN. G c GARAGE W/A HABITABLE 12' O. 2x SUB FASCIA AFF. a d ° A a' .° a .. ELEV. -0'-3 1/2' ►- D _ — — — gyp= — — - — — — — D D d, / 1/2'(min.) TO 4' J ROOM ABOVE) ' VENTILATED ° d, .., a ,4 ° ° °. d AFF. O D '' d ap o • . \ \ W/DRYWALL SCREWS a 1' \�:158�'xVXIVKNOCK-OUT OFFIT ° ° 2x4 CONT. — - — " — — \ \ 3 '1'/2'(m i.O.G. CEILING 4 8O,C. .a° ° d °. °° ° ° .d g ° Q LL P 0 0 • \ 3 I/2 lmin.)- 4\ /� �j 6 MIL VAPOR �, I'' I a e 0 3 1/Z'lmin.) - 4' /\ \\ \\ \\/\ BARRIER WALLS BLOCK W/ 15 CONT. CxARACsE DEPTH VARIES ° a \ \ \ 6 MIL VAPOR (2) S CONT. U INEE THIS S6HT FOSULAtION CHART FILLED SOLID ° ° ° .Q d 4 /�i / % BARRIER W/GROUT �. (2) 05 CONT. U.N.O. MIN. ��•• lx2 P.T. HORIZONtA ' C.M.U. TYPICAL 4" -4++ 8++;Ir ALTERNATE TYPICAL SEARING• to W W NAILER TYPE "S' MORTAR U.N.O. MIN. � W STD. w*HOOK (SEE DETAIu ARCHITECTURAL TYPIC,4L SE�4RINC UJ,4LL STEP C UJJ4LL a6 STEP W/O 5HE,4R W,4LL CC W C ,4R,4GE 5L,45 ,4T STEP 8 SCALE: 3/4'=1'-0' 1 I LU V) WSULATION CHART FINISH SCALE: 3/4'=I'-0' S3 53 SCALE: 3/4 =1 -0 53 � 0 � lx2 PT WD FURRING a 24, O.C. J I m 1/2' GYPSUM WALLBOARD UN.o. LLI (U 5 VERT. IN FILL 2x S.F.F. SCUDS • 16' O.G. Z J CELLS (SEE 2x STUD 1/2' OR 1/I6' OSB MIN, PLYWOOD SHEATHING Q O m Ix4 P.T. BASE NAILER FOUNDATION PLAN LOAD BEARING I NAILED W/ 8d COMMON NAILS a 4' O/C Q w O FOR LOCATIONS) EXTERIOR WALL 8' CMU. BOUNDARIES, 6' O/C EDGES, AND 12' O/C FIELD. 3 1/4' BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING a SEAMS. 00 MIN. 2500 PSI CONC. SLAB 4'x4' INSPECTION I I 1'x P.T. SCUD (2) ROWS OF 2x BLOCKING a `d Q Z 04 (U ROW 2x BLOCKING a MID Z N MIN PSI MAY VARY PER cr) FORT At EACH v 2x STUDS a I6 O/C HGt. FOR WALL HGt, s . Q FILLED CELL SEE GC/63 OR 5 VERt. IN FILLED CELL THIRD POINTS / MUNICIPALITY. TYPICAL G/63 FOR ANCHOR SEE SECTION G/S3 FOR U I 5/8'x6' 'J' BOLtS E THIS SHT FOR INSULATION CHART (2) ROWS 2x BLOCKING a 3rd %0 CONCRETE SLAB W/ bXb BOLT INFO. a SEE THIS SHT FOR INSULATION CHART 1/6' STUCCO FINISH PER ASTM C. T126 APPLY ADDITIONAL W-ORMATION PtS FOR WALL HGt. > 8 6 .CL NOTE -EXTEND BOLL 24' O.G. VERT. 3 LAYERS W/ TOTAL THICKNESS 1/6' OVER 1/2' GYP. WB (MIN.) a GARAGE W.4XW.4 WWF OR 'FIBERMESH' � DECO FINISH 4' to OR 5/8' x 6' EPDXY ._ METAL LATH. FIRST 2 LAYERS 3/8 THICK CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIDE IF APPLICABLE. 6' BELOW GRADE •USP SPT22 TYP. I Bolt 5/8'0 x 10' 'J' BOLT a 24' O/C W/ 2'0X EACH. 3RD LAYER 1/6' THICK (SEE NOTES IN g K.O. BLOCK USP SPT22 CONNECTOR E Nt — 2x P.T. PLATE 3/16' PLATE WASHER TYPICAL SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.)/$'0 EXPANSION BOLT e24 ' OZ. 2x F.T.PtPLATE W/ 1' EMBEDMENT (MIN. SHEAR TO THE BEST A THE ENGINEERS P SPT22 a EA. STUD 20" MIN. LAP KNOWLEDGE AND BELIEF, THE STRUCTURAL v / / I ASSUMED FINISHED MIN. 2500 PSI CONCRETE -� SPACE ANCHOR BOLTS 3500+, MIN. TENSION 2600�) PLANS AND SPECIFICATIONS COMPLY WITH 6 MAX FROM END OF 6 x 6 WI.4 x WI.4 BUILDING CODE, SECTION R301 FOR cn Q E 6TH EDITION (2017) FLORIDA RESIDENTIAL GRADE SLAB W/ b x 6 2X P.T. PLATE 5 REINFORCING � 6 MIL VAPOR / \/' ' Z WL4 x WL4 WEEP SCREED INSTALLED PER « BAR w - 140 MPH (Vasd = IOBMPH), 3SEC. GUST, 1 z 03 OR 4 REINFORCING BAR t] 2 x PLATE �4WWF OR FIBERMESH / \ eh , EXPOSURE "C" ENCLOSED (INTERNAL BARRIER ; . 4 \ MONO OR STEMWALL — — = — — — — — : o WWF OR IBERMESH MANUF. 4 FRC SECTION R103.12,1 w c PRESSURE COEFFICIENT =t0.16 WIND ZONE // `° • D • \� N FOOTING MONO SHOWN *34 LAP SPLICE ) COMP SOIL. COMP D, C1J p . D F a 4.0((p l .J THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS COMP. Wll, (COMPACTED AGTD • d' ' d' D Z J 6 p. AFTER THE DATERIS SIGNED AND SEAU:D. \ OR CLARITY d '� �1 p D + Q- / m SIGNED AND SEALED FOR THE STRUCTURAL PORTION TO 95% MODIFIED // / /\/ \ I> ,o \ \ \ \ FINISH GRADE`3 I= i // p / // / 25 MIN. LAP SIGNED THIS DRAWING ONLY. PROCTOR ASTM D1551) ,\ ,\\ ,\\ \ D p a d / / / \ / , / A \ \\ \ D \ \\, _ NO - / Q i\ C 019 LENNAR CORP.-THIS PLAN MAY NOT BE d D - D p d dJ -� / / A REPRODUCED IN ANY MANNER WITHOUT WRITTEN 3' MIN. GLR STD, 90°HOOK BEARING WALL g \ N 6 MIL VAPOR BARRIER / ,. .. \\ \\� - Z 5 REINFORCING BAR R 1 1/8' \/ \ \ CONSENT FROM LENNAR CORPORATION. (2) 5 REBAR CNT. N (SEE DETAIL) W/ UPLIFT ONLY05 3' CHAIRS TYP. UNO. 4' 1 _41 \ \ \ \ \ \ \\ / • P \/ LAP SPLICE N \ \ \ \ \ ®Z079-THESE DRAWINGS AND DESIGNS ARE THE l2) 5 CNt. //\ 6 MIL VAPOR JOINTPROPERTY IS PROJECT. ENGINEERING, TI AND // \ \ // //� THE NAUT O THIS PROJECT. ANY REPRODUCTION �\\/\ // �\ �\ �\ �\ �j �\ COMP. SOIL. (COMPACTED T \ \ \ 36' MIN. LAP (T3')CHA1R8 11-4, Q, BARRIER OR UNAUTHORIZED USEl4PROHIBRED. TYPICAL WALL SECTION �1, �\ �\ �\ � S5% MODIFIED PROCTOR ASTM \ UPDATED\\ 10" TYP CJ V DATE DES REVIOSNON: '� SCALE: 3/4' = 1'-0' S3 FRAME WALL TO C.1" �.U. UJALL CONNECTION D DI551) 1 1 CONNECTION REINFORCING BAR STD. 90'HOOIK 06.08.18 1.01 CROSS-REFERENCE TAABLE SEE TYP. WALL SECTION FOR SCALE' 3/4'=1'-O' S3 *6 LAP 5PLICE TYPICAL INTERIOR AP 01.09.19 1.02 OOFUNAND ID TRAYMENTREv. ADDITIONAL SLAB INFORMATION. TYPIC,4L EXTERIOR ER,4ME WALL FOOTING E RES,4R DET,41L5 �r— 5EARING WALL W1 UPLIFT UPDATED CONNECTION NOTE: EPDXY TO BE SIMPSN SET-XP OR EQUIVALENTCO2.11.19 1.03 SEE TYP. WALL SECTION FOR SCALE: 3/4'-1'-0" SCALE: NCB, CROSS-REFERENCE TABLE BLOCK WALL BEYOND 53 �j3 SCALE: 3/4'=1'-0' VERSION NO T`.03_/02.'k119 13 ADDITIONAL SLAB INFORMATION 53 PAVERS O.H.D. RECESS z -�Y &x6WL4xW1.4 WWF OR F15ERMESH _ 4 _ ' •_ 3 1/2'(min.)- 4' 15 _—_ 4 {= ` -1 1—III—I I + — 6 MIL VAPOR —Q— — ° a � \ �r GRADE d 4 BARRIER / / / / / / /`°� 4; h • ° ,.- ;: >``p' ITT—► � I .....:. 1 i I —I I —III. I-i I I ( III-1 BARRIER OR SEE A/53 OR J/56 _ 11111111111, I I 111= 4; /8, cn FOR REIN. INFO, 3' MIN, CLEARANCE MIN. 1'-4' (l STY) 1/2' GYP. BD. � 1'-8' (2 STY) ll) ROW 2x BLOCKING a MID HGT. 2' HOLD GYP. BD. TYP I C,4L THICKENED SL,4B EDGE L d FOR WALL HGT, s 8'4% (2) ROWS P.T. 2x I/2 FROM SLAB SCALE: 3/4'-1 0 S3 O GARAGE DOOR SLAB REGE55 �•j 2x BLOCKING a 3rd PTS FOR 01_11,11 � CONT. BEAD SEALAN m WALL HGT. > 8'-6'INK-- 2X STUDS a 24' OD, UNA. LZL, O SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 53 BLOCK WALL BEYOND -3 1/2' INTERIOR GARAGE h t? �, r � I/2 GYP. WB (MIN.) a GARAGE SIDE IF APPLICABLE. 13 MASONRY WALL AND MASONRY WALL AND Q lim N = g ARIE `r E PAD FOOTING PAD FOOLING W w v o > 00 RECESS FOR S.G.D. 6 x 6 WIA x WL4 ;r 1/400 ' DIA. X 3 1/4' TAPCONS a 24' EXPANSION JOINT OAD. RECESS I 1/2' GYPSUM WALLBOARD UNA. W _ 2x P.T. PLATE 1 W/ DRYWALL SCREWS a 8'O.C. , EXTEND FILL CELLS Z H SEE PLAN WWF OR FIBERMESH O/C 4 a V MAX FROM END OF 2 x CONCi�ETE NAILS W/ 11/4 8 MASONRY WALL TO FOUNDATION PAD a Q Lli = a- 0- LLi Q_: E (2) 45 CONT. N 3' PLATE a .. EMBEDMENT a 12' O.G. STAGGERED, SEE THIS SHEET FOR INSULATION CHART MAT REINFORCING. _ Z N CL ~ m °- . — 6` CHAIRS (TYP.) 6 x 6 WIA x WIA ° :• . ° FROM BOTTOM PLATE TO CONCRETE (MIN CNt, FOOTING STEEL 6 MIL VAPOR = `r to j ` . ' . SHEAR IW MIN. TENSION 1200) 2 CONT. BEAD SEALANT -� WWF OR FIBERMESH / BARRIER d a /\ /\/ — _ . —�_ �. .� \ \/ ' .a : •'. \ CONCRETE SLAB C b x 6 WL4 x WL4 •� >c / _ SHEET TITLE: \ °' d ° . d —n , / _ �� cn WWF OR FIBERMESN - / SECTIONS, DETAILS. &1 NOTES /\\ / 6 MIL VAPOR m 0 / 4 � w D 1 '\\\ •: • •�.:.. \ 6 MIL VAPOR �D - - -°- a T -•. ? \j\\\ • \\j\\j\\�' w (MONO) v / d a \ BARRIER /\//\ \ /\// / / // - // BARRIER _ —°— . � 0- Lu o \ \/ \/ \ / \ \ \ ', ° : ° ' \ - oo uin N u \i/\\\ . . . . \ \ SHEET INFORMATION: / \\ \\ \ \\ b MIL VAPOR SEE A/63 OR \ //. \ Ln b MIL VAPOR \\ `,�, \\�\\ \�/, \ w JOB NO.: 390440 1\/\/\/\/\ .� SEE A/63 FOR /�/ // j BARRIER J/56 FOR REINF. 3 MIN, CLEARANCE BARRIER \OOtING v DATE ISSUED: 04.04,19 RE1NF, INFO. 4' 1'-4" # 8' 81 11_.j1 $1 INFO. \i\\//��/��\/, OPTION I 1 4' (1 STY) PAD REINFORCEMENt 3' MIN. DRAWN BY: LF SEE TYP. WALL SECTION FOR I -8 (2 STY) 4' q 1 (SEE SCHEDULE) FOOTING WIDTH CLEARANCE TYPICAL INTERIOR EEARINC� REVIEWED BY: TH ADDITIONAL SLAB INFORMATION. SEE SCHEDULE WALL W/OUT UPLIFT G,4RAGE DOOR 5L,4S RECESS J INTERIOR UJ,4LL 5L,4S STEP NON -SRC . K 5L,4S STEP RECE55 'a 5-G-D. 1'''I C C i=ATIO COLUMN ill ETC.. DETAILKO�N SCALE: 3/4'=1'-O' 5EE TYP. WALL 5EGTION FOR SCALE: 3/4'=1'-C' CJ. 3 ADDISEE TYP. LUALL SECTION IONAL IONAL INFORMATION. R SCALE: N.T.S. 53 SLAB INFORMATIOE TYP. WALL N. FOR ADDITIONAL SCALE. 3/4'=1'-0' S3 S 3 53SEE TYP. WALL SECTION FOR SCALE: N.TS. 53 ADDITIONAL SLAB INFORMATION.ADDITIONAL INFORMATION. O O CN Ob Cq LO REFER TO UNDER-AYMENT TABLE ON SHEET SNl allREFER UNDERLAYMENT REQUIREMENTS ! PROVIDE: _ — — — — — — — — — — — — 12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 I� — — — ❑ (1) LAYER FOR SLOPE >:4:12 ��VENT OR NDFLOOR VERTICAL JAM u SOLID AREAS ARE SOLID AREAS ARE (TYPJ SEE ELEV. PRE-ENGINEERED WOOD TRUSSES * 24' O.C. 1/2'MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 5/8'DIA x 8' J-BOLTS At 6-3/4' 41-3/4' 11' AND %-3/8' ABOVE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT UPLIFT CONNECTOR (SEE SCHEDULE) GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 DOUBLE 2x4 S.PF. TOP PLATE STANDARD 3' DIA TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT INTERIOR ❑ SAW CUT TO 10 1/2' SAW CUT t0 10 1/2' ❑ FULL Sxbxib BLOCK 3/4' FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. WALL 1/8' 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 Gt DOOR OPENING DOOR OPENING DOOR OPENING—� LAYERS 3/8' THICK EACH. 3RD LAYER D THICK (SEE W/ DRYWALL NOTES IN SECTION 4°4 SHEET SN FOR ADDITIONAL INFO.I SCREW OFF CAP (3' DIA.) FOR CLEAN -OUT SCREWS * 8' O.G. OR a WALL ❑ ❑ ❑ CRICKET AS 01 4d DRYWALL NAILS Zf' 4 DOORSTOP �LRIOR REQUIRED a e a 4 p _a MOLDING ❑ ❑ ❑ USP SPT24 * EA. STUD GARAGE __--------JLli a ___ 1/2' EXTERIOR GRADE MIN EXTENSION FROM EXTERIOR DOOR - - - J- - - - SHEATHING FASTENED TO FACE OF BLOCK WALL IS I I/1' MAXIMUM EXTENSION FROM IST COARSE 2ND COARSE 3RD COARSE TRUSSES WITH 8d COMMON WIRE EXTERIOR FACE OF BLOCK WALL TO DRAIN 2x6 P.T. MASON r0 LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED t0 THE NAILS * 4' O.C. BOUNDARIES, 6' BLOCKING (TYP) IS 2 v4' O.G. EDGES ! 8' D.C. FIELD COARSE BELOW. EVERY THIRD (31RD) COARSE THE II' DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.2x4 PT STUDS * 16' O C. WALL CLEAN -OUT UNDER 1'''1,450NR''I' L_,4�'OUT D GARRIER/GIRDER TRUSS SCALE: N.T.S. 54 DOOR TRACK W/MOLINTING ANGLE SCALE: N.T.S. 54 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP HTA20 * EA STUD REFER TO LUINDOLU PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER MAIN SPAN SHEETS FOR INSTALLATION INFORMATION 5Y ROOF TRUSS MANUFACTURER UPLIFT TYPICAL GARAGE DOOR BUCK K 8'X8'XIb' KO. BLOCK W/ (1) 15 SEE S�E SCHEDULE) R TYPICAL 5E CT I ON THRU UJ IND OUJ CHIT. AND FILLED W/ GROUT � SCALE: N.r.B. 5� 64 (1) 05 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN KO. BLOCK REFER TO UNDERLAYMENT TABLE ON SHEET SNI ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E: FOR UNDERLAYMENT REQUIREMENTS ! PROVIDE: SCALE: RTS. 12 (2) LAYERS FOR 2:12 < SLOPE < 4-.12 TRUSS BOTTOM CHORD OR S4 (1) LAYER FOR SLOPE >_ 4.12 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ (2) I6d TOE ITYP) SEE ELEV. BLOCK W/ (1) B PRE-ENGINEERED WOOD TRUSSES * 24 O.C. FOR CONCRETE PLACEMENT _ _ _ _ NAILS *EACH END UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. 02 TOP PLATE 2x S.PF. STUDS * lb' O.G. CRICKET AS REQUIRED LISP 6PT24 * EA STUD 1/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH Sd COMMON BLOCKING (TYP.) WIRE NAILS * 4' O.C. BOUNDARIES, 6' O.C. EDGES ! 8' O.G. FIELD se Hom LINTEL :. OPENINGS,111�1� GREATER ii r • ON - _ : - •-LOCATION' MI IIISm. III ■!OR -III ■ III HIM �!IaIII I�l IIII �IIII Il�I 2'x BUILT-UP COLUMN DOUBLE 2x TOP TOP SPLICE PLATE °o ° 18-loci NAILS 2 ROWS 10d * 3' O.C. (14 NAILS TOTAL) 2x TOP PLATE V2-lbd °e ° NAILS * 24' D.C. OR EQUAL TO TRUSS BOTTOM 2x CRIPPLES * IVO.C. - 0000 ° ° 5/8'DIA X 12' EPDXIED ATR CHORD OR BLOCKING (4f/�y W/ MIN. 8' EMBEDMENT 2x STUD * 24' oc 0d * 8' O.C. ' O.G. MAX 2x BLOCKING * EACH END W/ 10d/ST . . �NcF PROVIDE PAR NAILS OR * 4' O.G. FROM EACH HEADER 2x P.T. PLATE EQUAL * 12' O.C. FACE TO BLOCKING STAGGERED FROM BOT. SEE A/83 FOR PLATE t0 CONCRETE (2) 2x HEADER PER PLAN NOTE: c UPLIFT= 31810 (SYP 02) 3105� (SPF) REINF, �O PLATE * 8' PLATE LENGTHS MUST BE 8 , a e a � � VARIES O.C.BOTTOM E FACE O.TO EACH HEADER FACE AT LEAST 8'-0' LONG. (TYP.) BOTTOM SPLICE NOTES: TYPICAL INTERIOR NON- 2 x C1"IIN� 1=RAM OVER STUD 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. BEARING WOOD FRAME WALL USP HTTI(o 1�( USP 6PT22 * EA STUD NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION J WALL_ HE,4DER DE:T,4IL. � TOP PLATE SPL ICE DETAIL >~I PORT * EACH VERTICAL REBAR ! DIRECTLY ABOVE THE LINTEL. SCALE: RTS. SCALE: N.T.S. "2SCALE: NTS 4 2x P.T. PLATE 02 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED 5� SCALE: RTA 54 F= 2240 LBS NOTE: EPDXY TO BE 51MP50N 5/8' x 10' 'J' BOLT * 24' O.G. MAX ROOF TRUSS PROPERLY. 5ET-XP OR EQUIVALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION USP USP C 8'X8'Xlb' K.O. BLOCK W/ (1) 05 MOISTURE BARRIER ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. (1) 15 VERT. IN GONG. FILLED CELL W/ STD. 90' NOOK IN K.O. BLTYPICAL FILLED LINTEL A55EM5LY G OCK KNEE WALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. 54 SCALE: N.T.S. 64 HEADER SUPPORT NO. OF JACKS ! STUDS REQ° AT OPENINGS 2x4 WALL 2x6 WALL STRAPS JACKS 7 STUDS JACKS STUDS SIOZEENING (UNA. ON PLAN) EA END EA END EA END EA END 1' - 4' (1) (2) (I) (2) (1) USP LSTA30 41 - S' 1 (2) 1 (3) (2) (2) (1) USP LSTA30 91 -16' 1 (3) 1 (3) (2) 1 (3) (2) USP LSTA30 USP SPT4 6PT24 USP SPT4 SPT24 USP SPT4 ROOF TRUSS ABOVE 2x TOP PLATENA 2x BLOCKING 2x STUDS * 24' O.C. �Z` \ \ OVERLAPPING NAILED 5/6"AID' 'J' BOLT \�\ \ INTO � (2) I6d t� L NAI S * 24' O.C. MAX. \X \ TRANSOM loci NAILS * 6' O.C. STAGGERED EA BLOCKING BOTTOM PLATE 2x P.T. TRANSOM FRAMING\�\ FRAMING WIDTH OF OPENING VARIES F� CONCRETE INSET TO SECTION PLATE =r- SECTION AA/SI \ 2x8 WALL ABOVE CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) AND BB/SI FOR \\ ENTRY 1/2,X9 1/2, PLYWOOD WALL ABOVE. ADDITIONAL DETAILS \\ --i SEE FLOOR PLAN NOTES USP SPT22 • KA. BLOCK W/ SCRAP R FOR REQUIRED USP SPT4 J-BOLTS * 24' O.G. (1) 45 CONT. ! FILLED CONNECTION /-LINTEL U5P SPT4 USP SPT4 r?Uj,�, l2) ROWS 12d NAILS STAGGERED MAX 5/8'X10' J-BOLTS * 12' D.G. EACH FACE OR * 2'-0' D.C. (3) ROWS 12d NAILS STAGGERED „ 1x F.T. PLATE MOUNTING BASE NOT FORM CRMASONRY WALL EATES CONCRETE RECESS TO * 12' O.C. FOR 2x10 OR GREATER .' ' ' ° �'. SHOWN FOR CLARITY MOUNTING BASE SHOWN IN 2x4 INOMa RECEIVE GARAGE DOOR AND TO ALLOW HEADER 2X8 P.T. BOTTOM PLATE - SEE DETAIL BELOW POSITION FOR WATER SHED. 2x CRIPPLES At FOR BLOCK IS POURED xb MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH 16' O.G. W/ (2) l2d B IN PLACE CONCRETE TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8'x10' V BOLT * 24' O.C. MAX. GARAGE FL SLAB �Sx8x16 C.M.I.I. (2) 2x HEADER (SEE PLAN) G (MIN. (2) PER BOTTOM PLATE) C TES / (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY USP SPT4 SPT24 USP SPT4 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/ It loci NAILS * 4' O.C. lod NAILS * 6' O.G. FOR DRAINAGE 10d NAILS * (2)12d TOENAILS. ... GARAGE FLOOR GARAGE ENTRY FORM DETAIL 8' D.C. TYR BOX EXTERIOR HEADERS STAGGERED A STAGGERED HEADER (1) 2x SILL PLATE W/ o o NTRANSOMFRAMING SCALE: N.T.S. 2x JACKS (SEE ONLY (2)12d TOENAILS. OPENING ���( \ BEYOND. TABLE ABOVE) LARGER THAN 4 FT. (2) 2x �\ \ NAILED INTO GARAGE DOOR TRACK MOUNTING BRACKET SILL PLATE W/ MP3 CLIPS \\ \ \ PLYtllOOD FRAMING TRANSOM MOUNTING BASE DETAIL * EA SIDE \\ \ SHEATHING ' . •': a :: SCALE: N.T.S. TRANSOM FRAMING ���` PLYWOOD FASTENED TO TRUSSES * E GARAGE DOOR ROLLER GARAGE DOOR TRACK SEE SECTION AA/SI AND �\ \ W/ Sd COMMON WIRE NAILS * 4' O.C. $4 CONNECTION ASSEMBLY 2x STUDS (SEE TABLE 55/61 FOR ADDITIONAL BOUNDARIES, 6' O.C. EDGES AND fe SEE PLAN FOR FOOTING ABOVE) DETAILS\\ 8' O.G. FIELD DIMENSIONS DIRECTION OF GARAGE \\ DOOR TRAVEL USP HTT16 TYP. UNA. 1 USP PLYWOOD GARAGE ENTRY FINISHED MASONRY DETAIL j= o� SEE N/84 EEc� SPtzz SHEATHING SCALE: N.T.S. S� cN/r P.T. BOT. PLATE RECESS ��� � _ �P 5/8'X10' J-BOLTS * 24' O.C. I • HOLD DOWN CONNECTIONS LINTEL SPT4 SPT4 MAX (MIN. (2) PER BOTTOM PLATE) ` NOT REQUIRED * BEARING ALTERNATE: WALLS WITHOUT UPLIFT ! • . , 5/8DIA ATR EPDXIED POURED CONCRETE BASE FOR NTTOM OF MOUNTING B ' 4' MIN. V INTO BOND BEAM BLOCK WALL. RECESSED TO BE 2' ABOVE FINISHED 2X8 F.I. BOttOM * 24' O.C. SPACE FOR WALL. RAGE DOOR GARAGE FLOOR WALL HEADER DETAIL Q PLATE AND WATER SHED FORWARD THIS DRAWING. SCALE: N.T.S. (J- FRAMING DETAILS ABOVE ENTRY � PARTIAL INTERIOR ELEVATION 5/8'xlO' V BOLTS * 24' OZ. MAX SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) I DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com CA 25948 o N Lu 0 Q O � ag Q a Le Zr�Q aaLNn o ~ W ui 3 0 U I-" w Lu Lu CL ci _ V Q 1 m Q _O z w U Hz z N O � CL 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 = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. CM19 LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRIREN 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 00. 1,03 / 9j ] 19 C_ .; y, fy 6�•vi yiJ u-) 0 r� 0 _J m Z J 0 Lu Q = U Lu 3:QINNNa 2 N=10w 00Lu M W00W � Z Q - Ll; = LJj LL C Lu O O SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 390440 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S4 O 00 00 LO SEE STRUCTURAL NOTES BLFR W/ (2) Ibd NAILS SEE STRUCTURAL NOTES 5AC04AIL W/ (2) ibd NAILS AND NAILING SCHEDULE FOR A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER * 24' SHEATHING DETAIL OUTLOOKER 2x4 FOR SHEATHING DETAIL O.G. (OPTIONAL -SEE OUTLOOKER BAGKNAIL W/ 2x4 OUTLOOKER REFER t0 SECTION J ON ELEVATIONS) SEE STRUCTURAL (2) lbd NAILS • 24' O.C. SHEET 55 FOR X-BRACING * 24' O.C. NOTES AND NAILING TOP CORD INFORMATION TOP CORD 45� .'� 2X4 CONT'L' BRACE TOP CORE) BLOCKING USP RTI6A OR EQUAL SCHEDULE FOR BLOCKING FOR BLOCKING FOR �' FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 24' MAX. * EA OUTLOOKER SHEATHING DETAIL USP RT16A OR FIRST FOUR ROWS 3'* 24' O.C_ CMID EQUAL, * EA,, OF TRUSSES FIRST FOUR ROWS OF I HEIGHT OF TRUSSES *EDGES / WOOD TRUSSES TRUSSES * EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 CROSS BRACE OUTLOOKER 4 MAX. EDGES OF USP HGAMI@ W/ (4 / OF SHEATHING TYP. 2X4 KICKER I 2x8 SYP"2 'L' BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8' FROM SHEATHING TYP. 1/4'xl-3/4' WEDGE * 8'-01 O.C_ EXTEND * LEAST 9@qo RIDGE FASTENED AT BOLTS 4 (4) SDS / 2x4 RAT RUN USP 8 FROM RIDGE FASTENED At L BRACE t0 EXTEND �/ 2x4 CROSS BRACE I OF WEB LENGTH 4 c�4 * E,A EACH JOINT W/ (2) 10d 4 (2) EACH JOINT W/ l2) I AT LEAST W% OF WEB 1/4' x 1 1/2' SCREWS / /� BRACING AT 24' APPROX. 6' FROM I NOTCH * BOTTOM 1@d 4 (2) 10d TOE I LENGTH (SEE TABLE) / STUD 1@d TOE NAILS * EA. END O.C. ON TOP OF RIDGE FASTENED AT CHORD (SEE TABLE) NAILS * EA. END ABLE TRUSS / � BOTT. CHORE) EACH JOINT W/ (2) I USP RT3A WITH 8-8d 2X6 FRAMED WALL -SEE WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1 1/2' COX PLYWOOD OR FOR 4 TRUSS I0d 4 l2)1@d TOE - DIF; FROM LEDGER TP * 48' O.C. FOR THE I 1/I6' OSB SHEATHING SPANS ATTACHED NAILS* EA. END Y BLOCKING 1/2' CDX PLYWOOD OR 1/16' I ATTACHED W/ 10d NAILS -- -- W/ 2 - ibd At EA 2X4 STICK LUMBER GYPSUM WALL BOARD FIRST l4) ROWS OF GABLE TRUSS OSB SHEATHING ATTACHED * 6' O.C. 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 1 W/ 1@d NAILS * 6' O.C. EDGES I O.C. FIELD or 0.128" x 3" GUN NAILS 1/2 CDX PLYWOOD OR END TYP. TOP 4 (see detail in eng pack for grade) (4) ROWS OF TRUSSES FROM EA. END TYP. 1 1/16' 055 SHEATHING = AND 12' O.G. FIELD BOTTOM ATTACHED I (2) lbd NAILS BOTTOM CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d (2) Ibd NAILS W/ (2) 16-d TOENAILS 2x4 IT' ON TOP OF PANEL 2x4 BLOCKING * 24' 2x4 LEDGER (MATCH BOTTOM CHORD NAILS * 6' O.C. EDGES 2x4 PANEL BLOCKING * 48' BLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STRENGTH O.C. W/ 2 - 16d 2x4 IT' BLOCKING 2x4 BLOCKING TOENAILS i EA. END SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.G. FIELD O.G. FOR THE FIRST l4) ROWS lladx3' * d' O.C. CEILING BOARD PER CODE 2x4 BLOCKING: 2'xb' P.T. SILL NOTCH 'L' BRACE HERE OF TRUSSES FROM EA END 2x4 IT' ON TOP OF PANEL 5/8' OR i/2' HIGH STRENGTH CEILING BOARD W/ 1 3/8' DRYWALL NAILS OR MASONRY WALL 5/8' x 1@' 'J' BOLT * 48' OC. TYP. TOP 4 BOTTOM ATTACHED PER CODE FASTENED WITH 8d COOLER NAILS O.C.HGAI@ * 36' DRYWALL SCREWS 1' OC. O.G. 116d NAIL WEEP SCREED INSTALLED W/ (2)16-d TOENAILS BLOCKING' FASTEN WITH OR i 1/4' LONG DRYWALL SOWS COMPLYINGCEILING 4 W O.C. WALLS 'L' BRACE USP HTA20 OR EQ * 6 -@ O.C. TYPICAL. PER MANUF. 4 FRC 10dx3 * 4 O.G. WITH ASTM CI@@2 FOR FIRST S'-0' FROM END DBL. TOP ARCHITECTURAL FINISH ATTACHED U1/ ALTERNATE USP LSTAIS STRAIGHT STRAP * 4'-0' SECTION R103.12.1 5/6' OR I/2' HIGH STRENGTH STUD WALL 2x4 LEDGER (MATCH BOTTOM WAIL * 4' O.G. 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.C. TYPICAL DROPPED FLAT TOPS OF W/1-I0dxl 1/2' AND TO MASONRY W/ (3) 3/I(o'x 2 1/4' FASTENEDWITH Sd COOLER NAILS TRUSS) USP 6PT24 * EACH STUD EXT, WALL CONK. 'S NON —LOAD HIPS FOR FRAMING TAPGONS. 5ECTI/ '�}� 1 OR I I/4' LONCs DRYWALL SCREWS GABLE TRUSS WEB (GIRDER NOT DROPPED) O � 2 COMPLYING WITH ASTM Cl@@2 FOR SECTION Ko"3 S�CTiON 4 BEARING LOCATiON rrD—) DOUBLE 'L' BR►�CINC� D��>41L FIRST W-@' FROM END WALL * 4' SCALE: N.T.S. SCALE: N.T.S. SEE Tl'P. WALL SECTION FOR SCALE: 3/4' = 1'-@' 5 DROP HIP DETAIL. SCALE: N.T.S. 5 O.C. TYPICAL 55 5�J ADDITIONAL INFORMATION, 5�J SCALE: N.T.S. S5 SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) Ibd NAILS 20'-0' MAX 20'-O' MAx SCHEDULE FOR SHEATHING DETAIL I. BRACE SEE DEt. J/851 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 2x4 IT' BLOCKING 8d * 6'O.0 2 4 BLOCKING W/(2)1@d • �o BCORD LOCKING FIRST FOUR ROWS 45' t 24 MAX. 2x4 OUTL00KER • 24 O.C. WOOD TRUSSES x TOE NAILS *EACH END s 24' O.G. (TYR) X. OF TRUSSES * USP Rt16A OR EQUAL * EA •iI I, EDGES OF 2x4 CROSS BRACE i OUTLOOKER SHEATHING APPROX. 8' FROM I 'L' BRACE TO EXTEND At LEAST TYPICAL RIDGE FASTENED AT W96 OF WEB LENGTH (SEE TABLE) x EACH JOINT W/ l2) 1@d YA I II 4 (2)10d TOE NAILS * 1 GABLE TRUSS EA, END I 1/2' COX PLYWOOD OR 1/16' OSB TRUSS YERt. WEB ll 2x6 P.T. SILL i SHEATHING ATTACHED W/ 10d NAILS * 6' O.G. EDGES AND 12' SPACED * 48' O.C. AX. O G. FIELD BRACING W/(3) I@d x 3' z (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 2x4 PANEL BLOCKING * 48' O.C. FOR THE FIRST I I@dX3' * 3' O.G. THROUGH CHORD • * EACH CONK. * 24 O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WiRE 8'-@' OF END WALL FROM EA. END TYP. BOTTOM I INTO 2'xb' P.T. PLATE USP HGAM10 W/(4)-I/4'xl-3/4' (D = 0.148', L = 3') OR EQUAL lD = @201', L = 4 1/2') OR EQUAL NAILS (D = @2@1', L = 4 1/29 OR CORD ATTACHED W/ (2)16-d TOENAILS I INSTALECTION ED PER WEEP SCREED INSTALLED PER WEEPMANU �� BOLTS 4 (4) SDS 1/4' MOISTURE BARRIER NOTES: EQUAL _ 4 FRC 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) 2x4 IT' ON TOP OF PANEL BLOCKING, MOISTURE BARRIER MASONRY WALL 2x4 BLOCKING a 48' O.G. 'L' BRACE I ibd NAIL ATTACHED W1 10d NAILS ® 4' O.C. TYPICAL k GABLE TRUSS WEB SINGLE 'L' BRACING DETAIL 6 SCALE: N.t,S. S5 DIAPHRAGM BLOCKING 48' O.C. — ABLE TRUSS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA x 1' LAG SCREWS OR EQUAL FASTEN WITH 10dx3' * 4' O.G. USP HTA20 * EA. TRUSS NOTE: — — — — TRUSS VERTICAL ARCHITECTURAL FINISH THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 6d VERT. WEB (24' O.G. MAX.) 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CHORD GABLE 3) EACH 3@d COMMON NAIL MAY BE REPLACED W/ l2) 6) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH AS NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACING * 4'-0' O.C. MAX (2) 2x8 'L' BRACE G1002 FOR FIRST 8'-0' FROM END WALL * 4' O.C. TYPICAL MISSED VERTICAL WEBt USE THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3) ibd COMMON NAILS. (ONE INTO EACH OUTSIDE FACE 5/8'x 10' 'J' BOLT * 32' O.G. SIMPSON MSTAM36 ON OUTSIDE 2) IT' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT Ibd PER SIDE OF B.U.C., SAME NUMBER OF ROIL'', SAME SPACING) i 5 C T I Oj� I MINIMUM 6' FROM PLATE SPLICES EXT. WALL CONN. 6 NON — LOAD BRACING OF WEB MEMBERS PROVIDED It EXTENDS OVER AT LEAST W% OF THE WEBrL jCISSOR GABLE 'T' BRACE TYPICAL NAILING 5CNEDULE5 FOR BUILT—UP COLUMNS g I I `� W/ 3/16'x2'a PLATE WASHER BEARING LOCATION (UNEVENCLCx.) E SQUIRED MINIMUM PERMANENT TRUSS BRACING, PLAN � 5J SCALE: N.T.S. SEE Tl'P. WALL SECTION FOR SCALE: i`IT5• AS PER SCSI 2013 EDITION SCALE: RTS AS PER HIB 91 SCALE: N.t.S. $r✓- SCALE: N.T.S. CJ>j A...2�J' S� ADDITIONAL INFORMATION. �5 2x4 OUTLOOKER * 24' SCISSOR TRUSS 11 O.G. W/ (2)1@d PER .0%." TOP CHORD BLOCKING FOR IST MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2) Ibd TOE NAILS * EA END (SEE PLAN FOR LOCATIONS) 10dx3' O.C. 2x4 RS (2) Ibd PER * fo' O.C. JOINT TYPICAL 1 12" MAX. "L."5R,4C ING REQU I Rf=—MENT5 STUD SPACING NO 'L' BRACE (1) 2x4 (UND) 'L' BRACE 2'xb' (UNA.) 'L' BRACE 24' @'@' - 3'-0' 3'-0' - 6'-0' (W-@' 4 GREATER SCISSOR GABLE - (1) 2x8 02 S.P.F. 6 EACH VERTICAL AND (2) 2x8 FULL HEIGHT a DIAPHRAGM BLOCKING 6.9 I MAX OVERLAP TRUSS BRACING, PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6' OVERT -AP 2X4 BRACING, * 48' O.C. CONTINUOUS WOOD TRUSSES TO FIXED LOCATION ATTACHED W/ 2-10d * EA TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) MIN. NOTE: CONTINUOUS BOTTOM CORD BRACING 2x4 ALTERNATE NON -DROP t0 ABLESGISSOR MINIMUM (2) i(od PER JOINT MINIMUM 2x4 TRUSS BRACING GAB ERWHICH REQUIRES BRACE EXTEND ULLLBHEIGHT OF GLENGTH CROSS 5R,4CING DET,41L J GABLE END DETAIL 2) V BRACE t0 BE FASTENED TO GABLE STUD WITH 10dx3' NAILS 0 4' O.C_ TRU55 5R,4CiNG OVERL,4P DET,41L. r'j COSMETIC DROP CEILING FRAMING SCALE: N.TS. J SCALE: N.T.S. SCALE: N.TS. 5�J' 5CI55OR TRU55 W1 DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 1 GABLE TRUSS 4 55 'L' BRACE W/ I@d * 4' O.C. i� (SEE SCHEDULE FOR SIZE 12 AND LOCATION) MAX 6.9 MAX. 'L' BRACE W/ I0d • 4' O.C. 5 (SEE SCHEDULE FOR SIZE 5 AND LOCATION) S5 LE TRUSS Ft 6 6 S5 S5 3 12 OUBLE TOP PLATE 6.9 MAX 2X4 LEDGER USP LSTA 18 UPLIFT CONNECTIONS - TUDS * I6' O.G. CONT. BEARING T. BEARMG DBL. TOP PLATE USP EICsAIm (TYPa S1UD8 • I6' O.C. USP SPT24 �-I IF FiR,41"i INCH HTA20 (OR EQUAL) c u uWOOD FRAMED GABLE END BRACING DETAIL • EACH STUD UM 4rOJEcroRS •MASONRY Cx,48L E END 5R,4C 1 NCB D E T,41 L G 45L E END BRAG INCi D E TJ4 I L SCALE: 3/4'•l'-O' OR USP RT16A (OR EQUAL) CaCECTORS s FRAME MEAN WALL HEIGHT UP TO 30-@' - SEE STRUCTURAL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: KTA MEAN WALL HEIGHT UP TO 30-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WALLS 4 USP Rn . HIP JACK TO FRAME WALLS NOTES FOR WIND SPEED SPECIFICATION e� DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813,645.9698 www.donscoengineedng.com CA 25948 O N z a ��n c zLn aW ^ L W W� J U a: W Lu F— LU LLl 12 c i _ V) �I I IW Q O C0 m O w U Z Z 00 FF_ N C/) � O CL 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 = I OBMPH), 3 SEC. GUST, EXPOSURE"C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = tO.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 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 CON NECTION CROSS-REFERENCE TABLE VERSION NO..^1.0VMCl 1.19 } 0 N id') 0 LZ- a 04 o W Y CID J z O W = U Wto QN =� N� W wM 2� }� W � k }yk w* Z Q W = W N W N0� HCL tea_ W ❑ ❑ SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 390440 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S5 O O 1 00 LO r-- SCISSOR TRUSS REFER TO SECTION 1 ON SWEET 55J FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION SCISSOR TRUSS REFER TO SECTION I ON SWEET %.1 FOR X-BRACING, AND TOP 2x4 RAT RUN BRACING * CHORD BLOCKING 24'O.C. ON TOP OF INFORMATION BOTTOM CHORD FOR (4) TRUSS SPANS ATTACHED z W/ 2-16d * EACH TRUSS JOINT 1/4' TO 1/2' GAP BETWEEN TOP PLATE 4 TRUSS 2x4 BLOCKING END NAILED W/ 2-16d * 24'O.C. (MAX) USP HGA10 * 48' O.C. USP HGA10 ¢ 2x4 BLOCKING (TURNED * EACH TRUSS FLAT) NAILED TO TOP PLATE WOOD FRAME EXT. WALL WOOD FRAME EXT. WALL W/ 5-10d NAILS 1/4' TO 1/2' GAP BETWEEN TOP PLATE 4 TRUSS USP SPT24 * EVERY USP 6PT24 * EVERY OTHER STUD OTHER STUD X 1/2' NOMINAL PLYWOOD OR c O.S.B. NAILED W/ 8d NAILS 4' O.C. BOUNDARIES, 6' O.C. CD 1/2' NOMINAL PLYWOOD OR �— I EDGES, 4 12' O.C. FIELD O,S.B. NAILED W/ Sd NAILS * 4' O.C. BOUNDARIES, 6' O.C. 2x8 STUDS AT IV O.G. 2x8 STUDS AT 16' O.G. EDGES, 4 12' O.G. FIELD LISP 5PT22 * EVERY OTHER STUD KO. BLOCK W/ (1) 5 CONT. 4 FILLED 5/8' x 10' 'J' BOLT * 24' O.G. (STAGGERED) W/ 2' DIA. x 3/16' PLATE WASHER (TYPICAL) lx2 P.T. FURRING STRIP MASONRY WALL (DESIGNED AS CANTILEVERED) NON-5EARING EXT. KNEE -WALL SCALE: 3/4' = 1'-0' A 55.1 WOOD FRAME EXT. WALL USP SP724 * EVERY OTHER STUD 2x8 STUDS AT 16' O.C. 1/2' CDX PLYWOOD OR 1/16'065 SHEATHING W/10d NAILS * 6' O.C. * EDGES 4 12' O.G. FIELD. USP 5PT22 * EVERY OTHER STUD K.O. BLOCK W/ (1) 5 CONT. 4 FILLED 5/8' x 10' 'J' BOLT * 24' O.C. (STAGGERED) W/ 2' DIA. x 3/16' PLATE WASHER (TYPICAL) lx2 P.T. FURRING STRIP V MASOONRY WALL (DESIGNED AS CANTILEVER) NON-BIEARING EXT. <NEE -WALL C SCALE: 3/4' = I'-0' 2x4 CROSS BRACE AT FSEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS RIDGE FASTENED AT EACH JOINT W/ (2)10d x 3' USP RTI& OR EQUAL * EA OUTLOOKER 0 0 �, 0 0 TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) Ibd NAILS 2x4 'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10d x 3' * 4' O.G. 0 0 CEILING RIDGE 2x4 PANEL BLOCKING * 48' OL. ATTACHED W/ (2) Ibd TOENAILS INTO BOTTOM CHORD. INTERIOR HIP VAULTt 6:12 SLOPE CENTER AND 3:12 SLOPE SLIDES. 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH ad COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0' FROM END WALL * 4' O.C. TYPICAL 2x6 P.T. SILL 5/8' x 10' BOLT * 24' O.C. MINIMUM 6' FROM PLA SPLICES W/ 3/I6' x 2' DIA. PLATE WASHER GA5LE END DETAIL AT �41i= VAULT SCALE: N.T.S. 2x4 OUTLOOKER * 24' O.G. 24' MAX 1/2' COX PLYWOOD OR 1/16' OSB SHEATHING ATTACHED W/ 10d NAILS * 6' O.C. EDGES AND 12' OL. FIELD TRUSS 'L' BRACE TO EXTEND AT LEAST W% OF WEB LENGTH (SEE TABLE ON SHEET 65) 10dx3'*3'OZ, THROUGH CHORD INTO 2' x 6' P.T. PLATE PLACE SHEATHING FLUSH W/ MASONRY. VEEP SCREED INSTALLED PER t MANUF. 4 FRC SECTION R103.1.2J MOISTURE BARRIER USP 14TA20 * EA. TRUSS VERT. WEB (24' o c. MAX) DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 o cV z QLn En r` 0 za J� Z z3~ WJ 0 J U tL W Lu 0- N = O J 0 � m Q O ca 0 1— m w Z H Z N O � CL TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. OW19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. CMI9 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE 3 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 CONNECT 1.03 C DATED CO EN TION BLE VERSION NQ, 1,A3 102-' 1.19 ,I J ` Cn O CV to 0 rx Q ae O W >< m J z O W 4 = v W C�� } 3: Q N = W '000 W } w Z Q ~ W = W W W ❑ ❑ SHEET TITLE: FRAMING CONNECTIONS Q EXTERIOR WALLS SHEET INFORMATION: JOB NO.: 390440 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S5*1 O 00 O 1 CN t\ 00 r CN LO T- DOORJAMB 1X4 1/2" DRYWALL DOORJAMBIg 1/2" DRYWALL DOORJAMB ATTACHED PER 1 X 4 1/2" DRYWALL ATTACHED PER P.T. ATTACHED P DOOR MANUF. DOOR MANUF. DOOR MANU 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 .T. STAGGERED @ 16 O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 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" DOOR JAMB " 1 X 4 1/2 DRYWALL DOORJAMB EACH END W/MIN DOORJAMB TAPCON ATTACHED PER ATTACHED PER 2" EDGE DIST. ATTACHED PER DOOR MANUF. DOOR MANUF. DOOR MANUF. 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL •••• UNACCEPTABLE INSTALLTION 0 PROPER INSTALLATION MAX. 8" •., DO NOT DO THIS �••` (TYP,) •••••••j•• #5 REBAR (TYP,) ♦♦♦♦♦♦�,♦♦ sss K (TYP.) •••••••• TD. 90' HOOK (TYP.) irF - 77 E 71L 7 L: ♦♦''♦♦♦,♦♦ t2" NOTC)•@ FIRST COURSE 2 COURSE'♦♦'♦♦,♦♦` ••1••••••• FILLED CELL PER FOUNDATION PLAN BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �qc FILLED CELL INSTALLATION rH 2"xBOT.PLATE W/(2)10d@6"O.C. SCALE: N.T.S. SS SCALE: N.T.S. SS 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION USP RT16M UPLIFT CAPACITY = 1395 # FOR 1 STRAP 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A"A FILL 1st4COURSES ROWS STAGGERED EMBEDMENT INTO BLK-) 1/4" MAX = 2790 #FOR 2 STRAPS SOLID W/GROUT 2x BAND JOIST W/ FACE NAIL R 2'-0' 8 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4AN " x 31/4" TAPCONS (TOP & BTTIL CHORD, • . AND (8) FACE NAILS 10d @ BLOCK HEADER ARCH BLKG. &BUCK _ ; . USP RT16M W/ (9)10d x 1 Z" NAILS & TRUSS VERT. WEB "a•. (4) %" x 13/" TAPCONS METAL SEAT PLATE 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (8)10d x %" NAILS AND NOTE: 8d NAILS AT 8" O.C. AT BUCK 41-"" A LEAVE A CUT OUT IN O.S.B. ON THE '' ` (4) % " X 1Y4" WEDGE BOLTS [(1) LAP SHEATHING TO 2 x 8 45 DIAGONAL (4) 1Od NAILS INTO _ :`.:';<:;^;='' BOTTOM OF BAND BRACE(S) INSIDE TO ALLOW FOR INSULATION ' ::.. ". STRAP =1225 # , (2) STRAPS 2450#) 2 x 8 BRACE/ BLKG. ' "= `-• ' ` ` "'" �' JOIST TYPICAL TO BE INSTALLED 7/16" OSB - FOR OVERHANGS BETWEEN OVER 110 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST CONTACT ENGINEER FURTHER NSTRUCTDFOR IONS. USP HGAM10 @ 12" O.C. wl4�DS 1/4x1 1/2" SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM SCREWS INTO BAND JOIST 8 (4)1/4"x1-3/4" FACE OF ARCH W/ (3) 10d NAILS WEDGE BOLTS INTO K.O. BLOCK BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHANGLf CONNECT W/ 8d NAILS BRACE/ BLKG.=-A INSTALL WDW. SCREW ANCHO2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB N.T.S. 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 PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP#2 CONT. (MATCH TRUSS DEPTH FOR OVERHANGS BETWEEN 3/4" T01 1/2" RETROFIT FOR MISSING EMBEDDED STRAP DETAILS OR THRU 1-1/2" THK. OR MORE BUCK IF TRUSSES USED) W/ (3) #12 X 4Y2" WOOD WITHIN 6" MIN. OF START OF ARC T START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WA / 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 JACK TRUSS PROVIDED BY TRUSS 2 X 4 #2 SYP SCAB TO SIDE OF SCALE: N.T.S. SS COMPANY OR 2x6 #2 SYP @ 24" O.C. SEE 12 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1'-0" 6-0"MIN. W/ (3) 8d TOENAILS @ TOP & BOTTOM (� ?X 0� * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. CHORD TO LEDGER PLAN I + + RyA�O �FNQT TO TRUSS TOP CHORD FINISH FLOOR 2 x 8 BUCK CONNECT TO BLOCK SECTION H WITH 1/4" x 3114" TAPCON (1 1/4"MIN. ROOF SHEATHING ATTACHED + + PLYWOOD SHEATHING " EMBEDMENT INTO ELK.) B B PER NAILING SCHEDULE + + ' D ° BLOCK HEADER /4 MAX 2'-0" 8" 5 -12d NAILS + BLOCKING AS DD D 1�" a° . D p o ° ° #5 BAR + CENTERED W/ SOLID BLKG. AT TOP BTWN. ARCH () + REQUIRED BLKG. & BUCK 2X6 TO 2X4 USP RT3A TO SUPPORT D ° IN TOP 4 1 X 4 FURRING TRUSS + D SOFFIT KNOCKOUT / N _ 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d 2X4 SYP + CHAIR BLOCK + -IV_LPTI o°PROVIDE 2 x 8 DIAG. BRACE BTWN. NAILS AT EA. END PROVIDE 2xEACH TRUSS MONO FOOTI PROVIDE (2) MIN. CONT. W/ (3) 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" TRUSS COMPANY OR 2x4 CONNECTOR LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF ,' -I ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. CLEAN FILL TO BE INSTALLED 3'-0" MAX SEE PLAN 00,SEE LINTEL DIRT P BUILT UP PLWD. BUCK- SCHED. .°. STANDARD " 7/16" OSB ARCH PANEL D 9(T HOOK N SCRIBE (NOTCH) BACKSIDE 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH CENTERS FIT #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #12 X 4Y2" WOOD FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SCREWS @ 16" O.C. MAX. OR IF MASONRY PRECAST LINTEL 4' MAX. RAD. INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 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") •' s' ' ° � °' ° ° ^' °' ° ° ^' °' ° 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" =1'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" =1'-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 OREXCEED (3) PER PROJECT, AD ADDITIONAL INSTRUCTION.TACT ENGINEER OF RECORD CENETERED @PIPE TOP (2) #5's x 4'-0" •• PVC OR SCH40 SLEEVE CENETERED @PIPE-==-—•�r--- PENETRATION PENETRATION PLUMBING LINE •_ — — — — 00 — = =1 I I=1 = I III=) 1 FINI GRADE MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. a REINFORCING. PROVIDE LOWER d ° 4 � I=1 � I=1 � I=1 � I=1 � 1= I I —III— .� -- —-- a HOOKED DOWEL ... —III—III—III—III—III I I I=1 I I I I=1 I I=1 I =1 11=1 11=1 UP COLN. =1 I I-111-1 11=I 11=1 I-1 I I=1 1=1 I I=1 I I I=I 1=1 1=1 1-1 I— 1=1 I= I I I=1 1=1—I 1=1 r DRILL 3/4"X6" MIN. HOLE ' — — I=1 I III=III III —III —I I —I I FEIII= SEE PLAN SET BAR IN EPDXY I I I� —I I_I =111=III=1 I I �I CAP TO PREVENT LEAKAGE _ W.W.M. AT PERIMETER HTT16 W/ (18) -16d NAILS TO z • • ;III=III=— _ STUDS & (1) - 5/8" DIA. ALL _ WHERE THIS CONDITION SLEEVE THRU STEM (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ fr E X6 EMBEDDED INTO SEE FND. PLN. I I=I —12" BELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN. z EXISTING BOND BEAM SIZE &REINF. GRADE COVER 6'-0" 12" EMBEDMENT & 1-3/4" MIN. SEE FND. PLN. SEE PLAN FOR F.F. FILL CELL FULL HEIGHT W/ � a � • •' ' �• EDGE DISTANCE SIZE & REINF. PIPE PERPENDICULAR TO FND. FOUNDATION INFO 0 w NON SHRINK GROUT. STEM FOUNDATION X D (ALLOWABLE UPLIFT=2,24s#> W � A n U CO PIPE VERTICAL THRU FND. D D — — - g " — I I —III^ XIS'EMBEDDED INTO TOP (2) #5 s x 4 -0 PVC OR SCH40 SLEEVE ° = I I v z CENETERED @ PIPE GRADE 2-#5X6' IN CONC. � P '. — g EXISTING FOOTING PENETRATION PLUMBING LINE REINF. SEE PLAN o D N FILLED CELL DRILL 3/4"X6" MIN. HOLE O Q4 M GRADE D I I—T SET BAR IN EPDXY ;III II—III—� ° a a I —III —III ° —1=III—III D -III—III—I ° IIIIIII111=' I —III —III D _ _ ° _ _ °� . CELL FILLED SOLID ° ° I 111= IIII III: ° III=1 i•, I D W/(1) #5 VERT. REBAR SAW CUT ICI I— — III SEE FND. PLN. " (COVER EA. WAYIN. 3" (2) #5 REBAR 6 MIN. 1-S A SECTION SIZE & REINF. A/C CHASE 4" PVC 20" MIN. (2-S EXISTING FOOTING SLEEVE THRU FOOTING � SCALE: N.T.S. MONO FOUNDATION SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP TYP. FND. PENETRATIONS SCALE: 3/4"= V-0" SCALE: 3l4"=1'-0" RETROFIT FILLED CELL DETAIL 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^ HOD ±5^ 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.danscoengineedng.com CA 25948 o N a° z Oo z M t1 Ln a Ej,^ Z ~Z LP <LP W Lu J J O � U a: v) w uj W Lu = Cie Lu :2 cn = O � � J Q I m Q 0 °° m 0 w Z H Z N 0 cn � 0 12 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 (Vosd = 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 R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWMGONLY. CM19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. OW19 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHMTED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02 11 19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION -0. 1` 03 / 0 .Tt 19 44. .01�-4e.a.e�ea'���, v- 0 C'V In 0 w a Q w Co _J 0 z w = U W C� > Lu04 w� =,a �Do W 7* }* w* Z Q LLI = LLI N LLI 0 W ❑ ❑ SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 390"0 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH ss 0 00 TEMPORARY TAPE 'FLAP' X/ TO HOLD FLAP Ha0115E 9' ROUGH OPENING waive WRAP SHEATHNG WINDOW FLASHING METHOD 'A -I' A A WINDOW INSTALLER WILL CUT THE BUILDING PAPER AT A 45. ANGLE TO A POINT 9' UP AND 9' OUT FROM THE UPPER CORNERS OF THE ROUGH OPENING. B. THIS WILL MAKE A 'FLAP' THAT WILL BE USED TO COVER THE HEAD FLASHING N STEP 6. TEMPORARY TAPE `FLAP' TO HOLD FLAP �HousE WRAP ' . SHEATHING / ROUGH OPENING 4' SILL WRAP ILL FLASHING HOUSE WRAP INSTALL FLEXIBLE FLASHING SHEATHING CORI`ERS 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 COWER SHIELD FLASHING (FASTEN WITH MOISTOP SEALANT OR EQUAL) C. INSTALL SILL WRAP (MUST COMPLETELY COVER ROUGH OPENING SILL (INCLUDING CODER SHIELDS) METAL FLASHING DOUBLE LAYER SPLINE APPLIED VERTICALLY (IF USING FELT, SPLIT 36' - WIDE SHEET N HALF) 2' TO 4' LAP AT HORIZONTAL JOINT ' ' 2' TO 4' LAP AT HORIZONTAL JOINT I . I SHEATHING T I I I I BUILDING PAPER I I ' WINDOW OPENINGS SHEATHING WRAP (�BpUIL�DIING PpA�PER OR HlvuAEWRAP) I , CARRIED I' TO 2' 13ELOW130TTOM OF SHEATHING 4' TO 6' LAP AT ' VERTICAL JOINT '= ' 9' (6' MIN.) BEYOND CORNER BOARD SHEATHING WRAP DETAIL SCALE: V.S. TEMPORARY TAPE 'FLAP' TO HOLD FLAP HOUSE WRAP SHEATHING CAULK BEHIND 10 WINDOW FLANGE BEFORE INSTALLATION. WINDOW FLANGE SILL FLASHING: HOUSE WRAP SHEATHING WINDOW FLASHING METHOD 'A -I' OA APPLY A CONTINUOUS BEAD OF CAULKING ON THE BACK SIDE OF THE WINDOW FLANGE. B. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. TEMPOIW TAPE 'FLAP' TO HOLD FLAP HIOUSE WRAP HEAD FLASHING JAM FLASHING WINDOW FLANGE HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLASHING METHOD 'A-1' OA INSTALL HEAD FLASHING OVER THE WINDOW FLANGE. B. EXTEND THE HEAD FLASHING 8' BEYOND THE ROUGH OPENING ON EACH SIDE. TO ALLOW MOISTURE TO BE DIVERTED TO THE OUTSIDE SffACE TEMPORARY TAPE 'FLAP' TO HOLD FLAP IA' zwm WuzaP SHEATHING JAM FLASHING WINDOW FLANGE ap HOUSE WRAP SILL FLASHING SHEATHING 12 WINDOW FLASHING METHOD 'A -I' OA INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON EACH SIDE, B. EXTEND THE JAMB FLASHING 4' ABOVE THE ROUGH OPENING AND 8' BELOW THE ROUGH OPENING. C. INSTALL THE WINDOW ACCORDING TO THE MANUFACTINERS SPECIFICATIONS. LH-HOUSE r-LAP'--\ - 'UZAF',7 ---------------------------- - IFFEm 1 717m] son SILL FLASHING WINDOW FLANGE WINDOW FLASHING METHOD 'A -I' OA ALLOW THE BUILDING PAPER RAP' TO DRAPE OVER THE" FLASHING: M FLASHING JAM FLASHING HOUSE RAP' WRAP� --------- ___________________ WEATHER RESISTANT CONSTRUCTION TAPE FLASHING JAM FLASHING HOUSE lllRAl' SILL FLASHING SHEATHING WINDOW FLANGE WINDOW FLASHING METHOD 'A -I' OA APPLY HEATHER RESISTANT TAPE OVER THE 45, ANGLE CUT ON THE BUILDING PAPER B. 04 INSIDE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM 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 z0 O z M �� a WW LJL z In a a �- r¢r) a00 w �� Lu �u � H Iw WCLci _ V—) •— J Q 1 m r, V) w Qo m 0 om O w H Z Z N O � CL V) M 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 = I08MPH), 3 SEC. GUST, EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) 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. 02D19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. C 019- THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE LS 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 NCQ:::I:,03- 02.11.19 ;.8tn 1 t1. C= CV ul) 0 x .a W ` o m J J z 0 a L ULI N Nd uj M 2 10 Do 4k Lu ,z QLLI =ui ~LLI V N� W ❑ ❑ SHEET TITLE: WINDOW FLASHING DETAILS & NOTES SHEET INFORMATION: JOB NO.: 390440 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH WF-1 CN O 00 1 00 N LO T- FLASHING REQUIREMENTS WEATHER RESISTIVE FLASHING AND SEALANTS FOR EXTERIOR WINDOW AND DOOR OPENINGS SHALL COMPLY WITH BARRIER WINDOW UNIT THESE DETAILS ARE GENERIC AND MEANT TO SHOW SECTION R703.4. _ DOOR ROUGH OPENING -= SLOPE GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES AND - WOOD FRAME " a ;` 0.3 in: 12.0 in BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE SELF -ADHERED FLASHING ;;;. <Illl"' FLASHING 3DHE BEAD OF ( O.6 Cm : 30.5 Cm BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR BY LAPPING DOWN = OVER RIM JOIST AND UP ADHESIVE TO BE APPLIED UNDER APPLIED THRESHOLD OF DOOR AND RETURN SELF -ADHERED FLASHING SELF -ADHERED F LAS H I N G 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 WALL BY 6 IN. _ _: UP JAMB 6'. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING EXTERIOR PRODUCTS DETAILS 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 _ CEMT.FIN. MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN - - SELF -ADHERED FLASHING BUILDING PAPER SECTION R703.1. THE WATER -RESISTIVE BARRIER IS NOT REQUIRED FOR DETACHED ACCESSORY - TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND BUILDINGS. SEAL TOPS OF JOISTS :.. _ :.. WIRE LATH ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 UNDER DECKING "lrq - SUBFLOOR (SEE DETAIL WP07) "' .; R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED RIM JOIST Detail Instructions MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION 7Refer VAPPROPRIATE to the number marked as in each detail that corresponds to PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT the numbered items in the lis of instructions below: EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN 2 O 1. Install self -adhered flashing in order as shown by numbers EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE 2. Install flashing and weather resistive barrier to form water shedding laps INSTALLED AT THE FOLLOWING LOCATIONS: SELF -ADHERED FLASHING P02 FW SELF -ADHERED FLASHING W P03 3. Self -adhered flashing can be substituted for building paper 1• EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE THE EXTERIOR WALL FINISH OR THE EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 4. Split the release paper using the ripcord (Split release on P P P 9 P ( P SE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. AI demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR FOLD UP WEATHER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING 3/4"-t" BEAD OF CONSTR.ERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB 6INSTALL SELF-ADHHEAD RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE 5- Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR WEATHER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING s`7":`.`.' (6" X 6" Minimum) FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S RESISITIVE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW ":%" t:;' :.,;.;;;. INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. BARRIER OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 6. Fold as shown by arrows WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE TAPE EXTERIOR („gym` ^`''"A SCORED 7. Angle of comer may vary, adjust folding of the flashing INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL SHEATHING RELEASE PAPER accordingly to fit tight to comer BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE -(BEFORE SELF -A"•';•`' EXTENDAMINIMHERED LASHING, EXTEND A MINIMUM 6" FOLDING, SCORE _� RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 8. Mechanical) fasten as necessary y ry EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR ?',2. VERTICALLY FROM PROTECTION AT THE HEAD AND SIDES. :.:. :::, •,. :n ••:•-:•- ""�:: •%>:_• "`''? 2 WEATHER '`' ''_ - RESISITIVE BARRIER ' BOTTOM OF THRESHOLD 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. :"•: fc� -_= SECTION -A (SEE DETAIL WP02) 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.41N ACCORDANCE WITH FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 ;- SELF -ADHERED FLASHING 'O OR FMA/AAMANVDMA 400- 2. AT THE INTERSECTION `:;'. 2 OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR HEAD FLASHING TIE-IN INSTRUXTIONS: STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 1. Cut, fold up 8 temporarily secure weather resistive SELF -ADHERED FLASHING:• ` 5 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. barrier above header to allow for flashing installation ' O 4 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 SEAL TOPS OF JOISTS 1 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 3. Fold weather resistive barrier back over head 2 UNDER DECKING (SEE DETAIL WP07) 2 7 6. AT WALL AND ROOF INTERSECTIONS. flashing and seal with tape 7. AT BUILT-IN GUTTERS. SELF -ADHERED FLASHING FLANGED WINDOW Scale: NTS WPM SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK EWP05 SELF -ADHERED FLASHING INSIDE WP06 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER CORNER EXTERIOR SHEATHING � �Ground� SHEATHING - t 7/8" Cement Plaster " 7/8 Cement Plaster REFER TO TECHNICAL _ _ �'<¢„<Y;,•-•_ in accordance With in accordance with LETTER ON CHEMICAL ::;,•.; , ..,;;.-:` Water Resistant Barrier ASTMC926 ASTMC926 COMPATIBILITY SELF -ADHERED FLASHING _ _ Lath Felt backed metal Felt backed metal = SELF -ADHERED FLASHING - g Iat lathe e n accordance lathe in accordance PATCH With ASTMC1063 with ASTMC1063 Stucoo • .. ............. Building Paper Buildingr Paper Pe - - _ _ _ _ _ ..:.... ...._.. .:.::R-:::.,::.:...._._.. �;..saa::�::.. A • • : i " i 7/16 O.S.B. " , 7/16 O.S.B. ten... • ^ :;. :: SELF FLASHING ::;;;;;;r.::::..::::...::....::.. ............... ......:..:....::u:.. ,...::::.:.-:,::n•:.�:s::::.. ..:;::::::::=:::..;;;::,::;.;:;�::...::::.::... :....::'�:,::-;.��-;> _::_;_ � .. ::r:::;•::_.:...:..n , , :";`"'" :R.za :::a:::c:;a::=;r,;s•;_.: . a• :......::::. , , � . sheathin sheathin 9 • -ADHERED .:_• ................ i SELF -ADHERED FLASHING Foundation Wall'• •'. ' ' Metal • SELF -ADHERED FLASHING "" > `<•': :' •':%£ 1 >t: %-4-' . �. . Flashing ;•:;.. tt:• ..:.. NAILING FLANGE 1 3" MIN 2 + • ; Weep Screed Installed As Per 2 4 Manufact. Specs. & Stampede or similar DO NOT FLASH OVER FRC R703.7.2.1 cejoint my BOTTOM NAILING 8 5 FLANGE Maintain Bottom of Weep Screed SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING OUTSIDE CORNER KP08 FOUNDATION WEEP SCREED WP09 Weep Screed 2" Above Roof Installed As Per & FRCR HALF ROUND WINDOW 0.Spe1 Sheathing 1/2" Cementitious Decorative Finish All inside and outside comer Will need to be miter Cement Plaster cut and caulked all in accordance butt joints need to with ASTMC926 becaulked using over wood 2nd Stampede or sim. floor caulk for all DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 Cement SELF -ADHERED FLASHING �/rr/P07 DECK JOIST V V Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE 1111 Im DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 1. 813.645.9698 www.danscoengineedng.com CA 25948 � p o acCRCn�� z Q�CV)en Z Ln ¢aN_J ZaF-CaaM �Q o Wz3 o U i2 LU W LU = CL LU to = O � � � J Q I m LU Q O 130 Q I-_ m O Z LU Z Z 00 (N C/)O � 11 V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = I OBMPH), 3 SEC. GUST, EX OSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SKoNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHS DRAWINGONLY. 02019 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 PROHIMED. 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 VERSK)N NO. 1.03 / 02.11.19 o "�nanr,as>faaa N IIJn o c\� Q LU O Co J w 0 -� LLI = U W C� Z W wM ='O Do UJ =* }* Lu* Z Q LLi = ui oe LLi V) �� 0-0- W ❑ ❑ SHEET TITLE: WATERPROOFING DETAILS SHEET INFORMATION: JOB NO.: 390440 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH W P O 00 O I CAI r_1 I Ob LO 9- e March 20, 2018 Re: Wood Construction Connector Compliance for 20151 ntematlonal Codes & 2017 Florida Codes To Whom It May Concern: Section 2W3.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) species 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 D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1 Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2 Average load at 1/8-inch deflection 3. Calculators per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength fastener strength. and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will 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 showing compliance to the 2012 and 2014 editions, respectively until July 2018 The information in this letter is valid until 6/30/2018 when it wall he re-evaluated by Simpson Strong -Tie. Please visit wawv.stronatie coin for additional pertinent information If you have questions of 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 , LEED AP dw/BDW Engineer Southeast U.S Branch Yrfe t of t St rpwn St -is Tic Cue.r+etc, trrt, 2221 Country Lane NcKimer, TX 15069 Phone. 972.542,0320 Fax. 971542.4139 e�wn.eeon9il4,RRn1. N .0 Cn d 0 O N V Cu 0 Q C 0 C C 0 LL CU �CU 01 � "- .CU �O11 0 }aW CL 0 42 CU 0_ a L O �J W O L U O VI L W a Z� z a a - SHEET NO. PA 1.0 C: U$p .�Illtab6bta R ;: ',', k $101t1etxlGWlrlar.'�ire S •-.. . IISP ' 5tadrwo• A3 FfprideStrNawida PrctdtictAppfog4dl�o FL17244.1 �i , „ iOf ., li ESR-3455 $heft .: '�tIPNCiiO: , ..;, A23 ..�� ,. Pt4{1114i��tOYaINO FL10448.2 �l3trpott 8aslltfSi `: ESR-2806 HD210.2 FL77232.3 ESR•3445 HU210.2 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10858.4 ESR•2549 HD218 FL17232.3 ESR-3445 HU218 FL10t158.5 E3R-2549 HD216.3 FL17232.3 E3R-3445 HU2163 FL10658.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU28 FL10858.3 ESR-2549 HD2&2 FL17232.3 ESR-3445 HU28-2 FL10858.4 ESR-2549 HD410 FL17232.4 ESR-344b HU410 FL10858.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10868.8 ESR-2549 HD810 FL17232.4 ESR-3445 HU810 FL10856.10 ESR-2649 HD0410 FL17241.7 ESR-34M HUC0410 FL11488.11 SIM200804 HGA10 FL17898.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17899.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL104172 ESR-2551 HTA16 FL17880.4 Evaluators Report HETA18 FL11473.5 SIM200802 HTA20-18 FL17880.4 Evaluators Report HETA20 FL11473.5 SIM200802 HTT1b FL173242 Evaluation Report HTT18 FL11496.1 ES•0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11498.1 ES•0130 HTW18 FL17244.8 ESR-3455 HTS18 FL70468.22 ESR-28/3 HTW20 FL17244.8 ESR-3455 HTS20 FL10468.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL1045624 ESR•2813 HTW30 FL17244.8 ESR-9455 HT'S30 FL10458.28 ESR•2813 HTWM18 FL8223.2 Evaluation Report HTSM18 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10466.18 ESR-2813 HUGT3 FL8223.3 Evaluation Report HGT3 FL70456.79 ESR-2813 HUS21 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Shut 563.842 and Florida Administrative Code 88-72, please provide firs Information and approval rKartbws an 8re building components affect below Hthey will be utilized on the construction project for which you are applying for a building permit. We recommend you confect your local product supplier should you not knav V1e product aPProvd number for arty d 8te applicable listed products. CWgorylSubcabgory Manufacturer Product Description Approval Number(s) Test Prsssuras t. EXTERIOR l)DOR8 A. SWINGING ThwmaTrtr Farber -Classic and Smoolfrsmr (NON -IMPACT) FL20481.1 +87.0%87.0 psf ThertnaTru Firt�er-Classic and Smooth -Star (NON -IMPACT) FL20�81.8 +87.0%87.0 per TharmaTru Firbar-Classic and SmooCr-Str (NON -IMPACT) pL20481,g +87.W-87.0 psf ThamtaTru Firber•Gassic and Smooth -Star (NON -IMPACT) FL20481.14 +87.0%87.0 psf TMrma7ru ClassiuCraft and Benchmark FLt5225.1 +87.0%87.0 psf T1lermaTru Smooth -Star end BertcMnaAt FL15226.6 +87.0/-87.0 Psf ThamraTru FiberClasdc, Smootfttu, ClsssicCralt. Rustle FL7840.1 +87.0%87.0 psf B. SLIDING MI Windows and Doom Series 420 FL1b332.1 - FL75332.b *40.0/-40.0 psf PGT Series RL251.10 C. SECTIONAL Cbpay Building Products Reaktrtttl Winr3Cale Doors W5 (BX7) FL16279.37 +30.0%32.0 psf Cbpay Building Products RsldentlW WInrlCala Doors W6 (18)4) FL15279.53 +30.0%3D.0 pef Ckpay Buildup Product Reskfwttld WlndCode Doors WB (BX7) FLtb279.85 +35.0/-42.0 pat Clopay Building Products Reskfsntld WlndCode Doors W8 (18X7) FL16279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 847 Single & Pdrs of Doom FL11b37.1 N/A (see anal sfrQ 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL1741i92 +50.0%55.0 pet PGT Sorter 5600 FL299.7 S. HORIZONTAL SLIDER MI Windows wul Doors Series 188 FL15351.1 +40.0/-50.0 pat C. FIXED MI WlrWows end Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Swiss 8620 FL243.9 D. MULLION MI Windows and Door Series 6784 FL169632 N/A POT Series 650p F1.281.1 N/A E. OTHER 9. PANEL WALL A. SIDING James Hardie Buildup Prod. Cemplank � Siding end HwdiePlwYt Lap Siding FL13192.1- FL131922 N/A B. SOFFITS Atids Solid and Vented Solllt FL15272.1- F1152722 +70.0%70.0 pd C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 WA B. UNDERLAYMENTS Twnko 161bFeftUndwlsymant FL12928.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Oft Ridge Vents FL18918.1 - FL1�18.4 N/A FkxiW Meld Products, Inc Vent RV10 FL21680.3 N/A Loman�, Inc DA-4 Exehwl Vent FL17202.1 N/A E. ROOFING TILES Bad Tit Ville 900 FL7ti49.27 - FL784928 N/A Bond Tile Saxony B00 FL7849.16 - FL784920 WA F. METAL ROOF Gulf Coral Supply 6 MwsdackMng, LLC 0.032' Aluminum GuMLok 18• wide roof pond FL118512 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Product Galvanized Steel Stain Parlds FL1t+078.1 - FL150782 N/A AA American Shutters &Glass Galvanized Steel Storm Panels FL178�.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS! USP Structural Conn. see curt ANCHORS Simpson Strono-TTie see ctrR B. TRUSS PLATES ITW BWWup Components Alpine Truss Plates FL1999.1- FL1tX19.4 N/A MRak Industries, Inc. Truss Plates FL2197.1- FL2197.5 WA C. ENGINEERED LUMBER �Yw�u�r Rim Board, LVL, PSL, L.SI. FL8527.1- FL8527.b N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Llntals FL158.1 WA Commercial Concrete Products, Inc. High Strength Concrete Urttls FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of tflge products, the following information mustbe rtveitble to the inspector on the joWita; 1) copy of tlts product approval, 2) the performance characteristics which the product was tasted and cardfiad b comply with, 3) copy of 1M applicable mwr4acaaera irote0dton requirements. Furthx, I understand these product may have to be removed M approval carrot be demonstrated during Inspection. APPLICANT SIGNATURE DATE Florida Depaftwd of Business & PrMsstltxrel Regulation Building Codas and Standards Product Approval Applleauon Detae Papal 105001e Florida Dsparmlent of Business & Profasbnd Regulation Building Codes end Standards Product Approval Application DNNI yp l locals Florida Deputmam of Business & Profaebnal Regulation Building Codes end Stands Product Approval Application DOWN Press l henna Fbride Deprinwl of CodesBusinsa d Professional Regulation Building Cities and Standards Product Approval Appeaetiort Detail Pepr1d2 looms !2 Sdet ANN= Lk Lk 2L%J*BYs OWt pJam!!Lju Sense Enftor gm Lk 2MLbrW tans M]�].m Surds IdNlr Lk Lk OEItPfdm Lk Miss Ymlm Mamdeaml Slam IaeklrALlralre vetdabder idl rate INAmmal Aoamed lion Use Version memdaftes, Gmm amWrALMmo imlidult Miliod llitleld fficAeErmtl alsted Nit rime XmMI mmdld a 29me IMONKAM� YdWMN t Yd*W imboM 02AE MY9 AmLael m m Gai Revtebrh 2017 1pM F.Bderhidt,P.E. Ryesl7.6555E /OM6GM7 07/17Q017 10M52017 1T/72/2D77 Approved RavYlon 2017 TWar TN Coryormum Rick WWOM Lyndon F. SONMt P.E. Ryes J. KkV. P.E. 1N1VA17 07/122017 10MV2017 12/12/2017 AppewO Revisor 2017 Tlwmn-TN C«p«dbn RickritlyM Lyndon F. acWAR. P.E. pen J. IUM4 P.E. loma 17 07M2=7 10/10 017 W12R017 Approved X!� � BMus L� r LMOa ■ no Lk 1 2lkZm a get 0mbgW.ThmnllwTbdonor oo Oelepdy: ExMwkwav (419)2Rbak PE-434LrWn N7%20&1740 PE�9100 ro19)7?Ifi558 CWAgmy:Exterior DO= (41%20&1740 PE-434M (8/3)7674665 Categay:Elbrbrn,, (41%29&IT40 PF43400 (813)767d055 EitiAm<td Aeomei Wm ridrs■nbMpopw,Wnb. SueCeMOory: ewNginp&WW Door AtpniOw �uLema. SubCWady: awk*Q Examilor Door AsawnbNn WdovdlnMldOooneuRMb• Re 1" 2017 Theme -TN Cdpoaft Rldc wwom LPmbn F. agnWL VIE Ryan J. KMe, P.E. 1W15/J0/7 07/1ZWT 10H8a017 12/12=17 Approved Olbcssa9aEY: Sakebe E,Mbr DodAwKlblo6 /anptees McUreC Evekrseon Report horn ■ a,m Ma0tod: Evootor tRepot Dona Dom 1740 PE43409 ro1e17a741a6 calep8artoe Masted Ev&%A%n Raw prom a Coen Fbdit RevteWed Aonbed or a Lioamad FbrWe Florida d e LlaneW FbdOa MBadamom : akomn noweartalw rMOtt■nMtlEoen�nh Flat R@gWhmWAndWWdora LIowwmd FIo Mm Pmbebnd Enpnwt P ob" I EnW� stelp a IIMaCEnowE EwanlMn aaPon Dam a odn naumdaLblaft Proha4ond Erewer Pafte Rmokiwed Awhlod «a Licensed Pw* er 9s0NLasmnl MomeillcW Amland.tacW ItoIW Lake awl Prodwldodel. udSarwear �tLNLAssmt t Amt�Ym aummabLum kmm 2dlmLmm keel WWmt 21" Pe lmi 911 ELM a■mallwiw AMMWAA kmm admam0Q AN basalt YMW Omlm L�Im amoibALftouft �I ran Go■aWlmmlMolW k10ilJi a EMtlsn a I. rmrma-rN Fa.rCrwb and &rootlt Skr NanMa18YC10;o BquoLNon•YryedBquoL Opepua 12/91/J020 No Yw No WA a I. TlwmrTN FbwCW* and Snicobt4lar Nm" 86530;8 &*wt;NwHYrpagBgwt Ghzed 12n10M No Yw La Iuk � � �i limalm 1 i Then l ►TN F6wC%o* and Smooar8w NwNW SW30;8 &puoLNom4w"dSpwL Opaque 12MMlp20 No Ye No WA Cwposke Edge R"W es Sbeb Door Conlpele Edge PbrgNss sbgb Odor �! � all Lrld" aatl l'dIllm C-w..b Edge Moisten Skate Door (Ir a holoulwvin&; x owftw~) (Nrwbelp lmAmp: x adaguramen) 14 M. TIMnm-TN PaarOWie Mtd 8moodt-91ar NOIIIYW 55/90;0 llorkimP d&gat Oland 12/3 o o WA (kWWk* AFW*Q; X owdgmallon) osonFbrgwss na1 DOOr S CanpWEd tiha 140 FLMMM1411 �xodlsgruonl agmium Gail ldkff Lk 20 2MLEroW Lk 21k = LkbaO■ Lk Sstle Rose or no go Lkbdm Lie FLMIM4i Lora Ymlm IlporlreNet Gmkot IootrCaLMaom Yamtdr Yampkd rate ®GA®W seemed lMae riot Ygob rtknl MmttYOhmt Gmdg ineYwr&Lbrr YMdndMy YawllobONM 92AMend hmamd a" rimt Yml■ m u boot fdsYd NOWWALAI oo YaEEMmlr lhelYW Mi 1w EOGJ)srad a0 Ito !Matt � Rwtebn 3017 Taw Rick WtIpM Lydon F. sdarw P.E. Ryan J. King. P.E. 12n30017 12/13/J017 IZ21/2017 Pedbp FOC ROVWN 2017 Thenvo Tru Owpd6lon Pock WHOM Lydon F. Schmidt, P.E Ryon J. KOe, P.E. 12/137J017 IVIS 2017 12MM2017 Paling FDC AW" Revblon 2017 TMmr-TN CorparWw Rick W09M Lyndon F. Sdwr^ P.E. Ryan J. )Ong, P.E. 12113=7 t2H3f2017 1=1=17 PadOe FECApprovd im 919" M IENLet Gomm get gss gelelaedlsa OMt Cal.": Exterior Doors (419) 296.1740 PE-43400 (al3) 7674MB cawady: eavlpt Doors (410) 20&1740 PE-43400 (S13) 76741665 i0�L�e X�h Yank Y1� 9GaamW AaaemL tent quay: .Wrp, Door /atesary: Edenbr Dude (419)2WI740 PE43400 (8/3)7674066 8wnpbpEtedorokoWn Door ewWakts, Door ma Rwtelon 1M7 TBSrms-TN lldpwD RotVa4M Lydon P.E Ryan J. King, P.E 1?H9O017 t2HerAD17 t2rJ1rA0i7 dbq FeC App. SubCmbWy: SaMOV EAWW ood Aeeanales WtlkwOrwbMpmrwtenb. Cdrytrroa MWad: Ehrsbdbn Report M0 Coonp wnw,- Coridlw@mbMpmrhw4me. mrrh MwWbpkp*%mSw c«el++aa•Lkdbed:EvarudonRapesDome Report* ConorwbMpopruAame• men 99dn404 N1%29&174o PEJ34m ro+3)7s74fen Cantpdo ae AYawd Evskaton Report torn a ow Ucems ed FloridaS Rol ANhlaYet «e Lbannd F F'brba Amlded «• Lkxnaed FksMo pry: �e d nod AaeanaM adw&wbtlpmreeeY. Fbddm RegYterw AmAled w a Lbsmod Flu da EnDi Proteeabnd Enpkrar Pmbe orw Ensi PrswadOnel Exgkww Cow*sm n Caopaawa11eawL•LarskaWn k OOnrh PrOlrlond Enpkhaer nAamumazmamk URow mneadKna FbMa Regtewnd Mdhbad «o LbwwO PbMa &Qh w g1MNramt■ia AmmmLlo<WI aaomedlo<Lt u fa■W Liam Rowft� ran 9mmLa■moe 2IF&ML9a�aa ammnLiKi t AMEMLO.Ma w IIIHVNi 9rnitmQM drag &WNW golm ft n rl! gMdKA■lm■ bRiiLndom 20mo tbakd oaa AsomaiKan aummouNlMl I.Nm 2NOML= M■d Aide gala ten■■ im! L2M WlmlolMs➢oe IW ommdlKj rt"khm a f. Tb m `rue FOwrCk-k W Smmdh.4w Nombd SW9;0 &Wd;N*"Vad&puot. Opaque 1231=1 No Yee No WA 9 I. T W n►TN Fbo CWIW and Bmoodt Smr Nm h a&00g;S ignoLNw•Imped>ot (Nosed 1241=1 No Yn NO WA �a � -m � � t L TMtm-TN Fbr-CYnlo wW SnroM�&ar NwaW $mm.$ km*N.".p*d&WK Opaque 12/3IMM NO Yw No WA Cdtpoew Edge F11mg1mme Single go. Conpoaaa EMpe I" Single Door &L!blooLmmiddhmbKzjmbob&20@d" LMMLINONsaft hNvNz g1bmL1= Iob= almost Cdnpedb Edge rashes bens Dmr Onewb9rOtlbwbe; %eddet9dbn) OneuAhO/OubWbp; X odnlquratlon) 14 n. Them w-TN FeeaCYnlo ed S moor owe N- lw3mmi a assets 6gllatNen4rnOsd6gtcC Glapa0 NO YN No WA 0MVIM90AWAe; X adl9daaan) Flosomme _ �hg; YIMD.Q m 1ma9mldt (b Oo�adon)� Florida DepertnTen of Business & Professional Regulation Building Codes and Standards Product Approval Applkailm Detall Paaa 1 d 1 14001e FbrWm Deprtirent of Business & Professional Regulation Building Codes and Standards Product Approval Application Dealt Ppa,d1 II 1^001s dtlltiL•St Gmi fONL9t Btl/tliat 29LBBIMM 2e Arm immm Nhodmd Gmd Lsarrilrm ydmdmY YeldWd Yrald 9GAmmm ALnmud MIKINAM Gure mitheme! ldmdldav IhIdWN radkl !!GA■NM amend Nit Ravlew 2017 ThwnwTN Cap«atlon Rh* Wright Noloml AOcrod adon & Ryan J- Kale, P.E. 12rJ0=17 02021/2017 12/22/2017 Approved Revision 2017 ThW WTN Corydatlon Fuck Wrlple Ns§DW AoaedMMon & Ryon J- King, P.E. 12rM=17 01021=7 12127/2017 Approved Category: Echelon Dods (41%2WI740 Management Wnul6 (813) 7674M Calagwy: Dden101 Dion (419) 298-1740 Mwregrmd WWWAAM (819) 76741555 tubCalagery: 9wbtpre ExIeft DoorAsawrUm S.Wwb0ary: Sategee F_Wadr Dow Aaaam n WdnOrWMWOmdlane. CoapMrrw Meersd: CaOMoadon Mark or Liable BiIOiFMitiaOitk wen Coahplanes Meawd: CelnleWn Mark «LNIb9 Cool lent LWkAIOOIo emmu0lleLe amomaLk um lminLLodmoa frdegtLoaoemLk kmaM 9LnMLmm ttoEd LWa6 Mnlmd EIS lent PnmWd ModaL Number or Niama 9MINKA■mem amnmghLu L AmmeiBLVM renal rWm EOYWLndoW Srmrntmleem9tn l men QMMMLU M trktO b■mL 1 a, aglletGWabCrbmqu0t ad ag9aLe.mheMrk by Tarm►Truaqud; 6l5 and gal Opsgra and GUM FawWm Door with 12131=1 No Ye and Waled SkIllm. klaahte and Oulewho No WA a a. AgatSgowEter6quot ad &grotewdvwlk by Th r Tnu6gwL SSE and 50 opaque and Otead Fbromes Door v k h 12131=1 No Yw NO WA nerd a WWA Smeaw. brsinp ad Ouwwbe ram I I rtallagiall EtIWt41114 Gail 2111 MEMO mmwkd mt Ravtebn 2M7 MI Vdnd. ad Ooora caboso l: eftrw code MdrCwagwy: Sldbe Exbrisr D0« AaaMraWe Ceeptwe WMed: Evakubm Repontom a Flolde Rapidrsd Adhbd or a Lived FW0 Ptobnbno El a] aAlAVAALtmidL Yet S]ilES 420 ALUMINLRA SOD Fonds Doprbnrd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall plpI tit 14 mils 13t1ld 241M IMNL9c Wk Lit LIEbWen LIE GtdE Gann rmEKAIM ! )Mmbmtk XdWd Yamkld fV.Andd Assured Wn Aura 9090 Mmmmmt Brant Sense, LW Robem Lome Swam M. Until. PE 06113R017 00M I12017 Oammi? tw10=17 Approval RWAW n 2017 M1 Vdndowe and Doors (717) 35633W PE42514 (I'M 317.84M ca"my: E40do, Doors wgngarOmlwd.00n SubCwgdy: SOOkp Exwrlor DwAvow"" Cwrphem a Maarod: Evekoban Report lrom a Fleda ReohWw Arddbd or a Lkwod Florida P -1 10.0 En~ $CW341a hstOYga gmioLa romE ammediKam hensl LtOL" loom Wlm enaL tLLdglm rdomWlEmIMa LIt In mma 9dWkl= 1k6Mke trnmte Yet SERIES 420 ALUMINUM SW OXO 12J1R010 No Ye No WA 2 SERIES 420 ALUMINUM SOD 1463A1&quo0m50&grgt NONAEINFORCED Florida Depaitnot of Business & Professional Regulation Building Codes end Standards Product Approval Application Detall Pap I d I 1bg018 t{tllnl4W Galt rNte Be lW 2M boO Dolt Gat MISS mium Mmbd= Somalia lmlawmAIl■■ YMMSK k YarWi Amkm&A ZWAtrtd Ammed Wm ring Yorke Mmdkgbmt Rwtebn 2017 WIMWowe mWDOM mmntsmkw LUIN Roberto Lome mown M. Urlcl, PE =13=17 061111=17 W15=17 10/1o/m17 Approved Pavtebn 2ot7 POT lndwbMs Crywy: Edrbr pops (717) 3654= PE.62314 (717) 3174454 Gdpmy: Exterior D subCawgery: Scene EdrM Dow Aeenales teMnmrrrdwd.mn 6ubG.1aM: Sloke Ederlor Door Aaswiblea Goahpileaeo Mated: EwA*Wn Rpdt*am a Caeplraa Nwhod: Cim loMlm Mark at Liable F1orMb Regla- Aaktad are parted Flo ee PfowMbrld En*,w 8ttiiltemamb m lent goo ammo Aotsmd laW anmd ff ft tens Wlm 10 SGDmyp Woo Miele b wam Yet lmONt9rtvdore fAmOWI■ImMnLk kmaM OLnYemtM alrWtW EtnMm 5 SERIES 420 ALUMINUM 800 REINFORCED SONS 420 ALUMINUM SOD QED= 120100iS No Ye NO WA 143&*W,V &WA e B.01127S-fts GmLt Du5 Xmm NEWMA M Rsvmm 2017 cnom k"10 fto&m b conwly Case— , Ex16Ad Daps subcalem: Seasonal E,:Wbr Dear Aeerreloa Camp moos Maawd: Css ifl adan Mrk or Lteae agiazEmulmas AMR a5 Om V IS-W PM-2F163: 73. 75, OW M. 42. 48.428.40 4RST, SRST, ODES, GM, ARM. EM Florida Depennent of Busirlest & Professional Regulation Building Codes and Standards Product Approval A; 11, Detall sdlkx Gorr sawnEL L&M XWWdkt LOS* VwewrAdO In16nNk TedN SwAm NA Gary Pk*W (513) rm4052 Inc. (513) 510455E nSVSSwESMocbpey.00m 9rNLhm BmtmLLOOrem S�Wlnitl End Pan (min. 25 ga.) SkgI Cw(up to mwme) 0521rm IMNDCOOEM,74: ee (wave Doer Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Florida Departineot of Business & Professional Regulation Building Codas and Standards Product Approval Application Detall Pw iefl II I&MIS EONLe gale gale 2O bl 20 GaerW SOdMKALMLnI YalWlet XWWtl Asht Oga■mMI homed Wn Sent sms. Luis Robotic LOmeb Steven M. Catch. PE 061312017 O4111*017 0611512017 10f10RM7 Apprwed (717) 305,MM PE-625% (717) 317-8461 beletlpatOmwd.— 91tNIA■Irml AmtMmdhtW aemntmLvm oral Be" PradmolDmagglodanGmYfgrgrW.W km!!M 2mmai lid DUN" ElaMlm SERIES 420 ALUMIUM SOD OX, XO, XX 12191MOIS NO Ye No WA 98&quQtxW&gW1-, NON40NFORCED WHOM GIN MISS NK MD M■ia mt Revbbn 2017 MI 9Rdom ad Doan Caeaaary: EdNW Door lubOmaaay: ewlom eftrlor DoorAWWW10 CompRome 011 Evelowbon Report Lama Florida Ilaslaleted AnAaed «w llaeneed FbrMw Prolaebnar Envktaar I ng 3 SERIES 420 ALUMINUM SOD REINFORCED Florida Depertnlrt of Bushm & ProfessbrlW Regulation Pop I of 1 Building Codes and Standards /4m16 Product Approval Appllcallon Detail ante no Lit LILMNIN Lk Leleat l0ionLaLMLon Y&ImkllM YaIOLYI A a fwLAMMEM ammm Wee Nwasobw Lute R008410 Lunle Swven M. UVWL PE OV73r2M7 OVIMM7 O1VI5OM7 IN10O017 Approved (717) 3e53300 PE-62514 (7/7) 31744a4 aungenQn+w5.00rn OMRBLAmmme ammmAbLum ammmiAvia L Ong 21 m SeolsWinisemgrl in Kim gomiLi Ji rWLW PE SERIES 420 ALUMINUM SOD R19WORM OXo l2At/2015 No Yee No WA I4&3M4*WbW&qU0t Florida Depant7erd of Business & Professional Regulation Building Codes rd Standards Product Approval Application Detall Pop let I 1mme HtlliitM! Gail rNtat Lill LY 20 BISON gm LINE mEdn MnTiomt GUM lmkutAlLagm YAIIILdJbt YamlMd YarrrlL LKA■■tl releeL Wn Rov"n 2017 cbpay 11140110 Place" Compaq kl5rk 10te84ade " Mbftk Too" SWAM NA, Gary PWarhM / MAW17 08110=17 12A1 mil? Approved CabesaMo Edarbr Donn (513) Tr&E062 Inn (513) 516EnE SubCraagwy: Smodonan Eddor Door Amenddn IIIWeewleaMQ1tl00ayAm ceelpNrwa MaMod: Crtllorbn Mark w UMV agiozbmLzmhm gmdkh rmm Ammomfor Um al mmiaLum mod LW Yet HainLLodrlm Gml■tStWdmLIL mends 9n11ILlaaM MnY Eom� 37 037 VV541 PAN-Mt51: 84A, w, 73, 75, 15W, 190, TO. Stec Pon (min. 25 go.) 8b9MCr to ass wide) O50MM No Ye No +30 PW= Z. 4,W. 4PSF, OW. SRBM, 2RST. 4% 42. S& 4911. VRNDCOOEY174: WS Games Door PeF 4211, 553, Ooss, 006 V. ORES, OR6M, MSS, ARM, EDSS,ED56V ti{tuait:11l SAN m m mom= Y■io m Re,vile w 2017 m IWdom and Dods t7awgery: FJdd« Doors areoabsary eedbe t3 wrlor Doer Aaaernatas ceahpeetea Metwd: [vakraWn Ragan hem a Fbde Raptewed AA4aed w a IJerrd FbrMa PNellalplar En9buer Ytt 4 braes 4mALUMMlM $00 rdWU*F X1D Florida Dvw n W of Business & Prolmankm Regulation Building Codes and SWWw& Product Approval Appl@MW Dotal Ppa1d1 1wV4ma ANNLe gat Lk Lkbmit Lk Loklt IeNtrAlArom ritWlL IMYWI ambmw OGA®nm Alome/ WN MentsWeer Lute Roberie Leine sneerKww PE 06/11=7 0611/JM7 08nG=7 101102OtT Approval (717) 3md300 PE425/4 (717) 3174M4 OennpeoowAvo.mm 9ttNrJ]■■Ne ammmLbLmm aelmmLkLME sing aidn Eri■gmldmm L■NL&mk bLgo lemma gddkj Q somw Beeem SEISES 420 ALUMINUM SOD F49NFORM OIL 12/31/2MS No Yw No NIA XO, xx S"wA0"6 wmt Fbrida DWwb.wd of Business & Professional Regulation Building Codes and Standards Pn)&mt Approval Application DNae Pp l d l law& Let, hi" Lie no DdLCmr m bula Inwan N=dld= set amttrALkoL )kohmtk rimllll rat" t72ammod assumed Wm RwMon 2017 cbm mug *Pmdww cono rl Mull to' ' 11' bwarNek Too" aenwe W. Gary Phomm, 11rAa70I7 06M00017 01060017 Approved cabwr. mamew Doors (513) 7104on Inn (513) E194m8 sebCawary: S6radw EaLNI«Doer Menace geropm Carnlaara6 Meaad: CedRoodw Muk a, LWbe gwdkAaamar am osLinan ammmdaKmm bond Liam Yet CmOrWOnsdorm rdsomL niemam am= ONNMLH M aaLYYd En M 053Vs-1p PAF2F1&T: WL 04.73.75.ISM, 190. 4R8T, SbdPan (mk 25 pa) Dw6b-CW drr to 1SV O60214000 NO Ye No a30►8F/W 4RSF, SM. SRSF, 48, 42, M, 4m, 421L Sur, Goss, Wide) WIND000N111174: We Ouepo Door Pet ODWV. ORES, OR6M, MSS, ARM. SM. SDSSV Florida Deperlme it of Business & Professional Regulation Building Codes and Standards Product Approval Application Datall Pisa 1 or I low=$ Florida DepeMwd of Business & Professional Regulation Building Codes and Standards Product Approval Applcadcm Detell Pp l d 1 /Alame IdrLe gale Om Lkbrmt gm INJN/8174V Sells Boom 111161 20 21kzm� go GmalW rWIeeALMLna Yridntlh Yridlkd Wattled OGAo®et aaomeL Wn b■ Xa1WIe MnToomc Ladd LoomEL LMemL Ysmrdh XdW1 Askm td INGAmmel Aatmnl Wn Den Rudt MIrr44D8de 9000-CER MIN&Dada 0=0-VAL 12/20=7 IIPAWIT 1212M017 Approved ArAw" 2017 CURRIED OMMon ofAADG, Me Dedb0&W UL LLc Ted Senan, PE +I/.*=7 to/"I? 120=17 Approved 7%316m (305)54707 druwkdvg*xkrbw.m SubC9Ng": Zoeller Dow Corporates deve.daeoli membby,m Ceapara6 WMod: CeraMadw Mark or Lb6e m 9mkLAnlme Amondfor Approved Sir Um Meng lid■ natuamLEritt 91tNtaaMoeo AmmedffiLE a■mmuffam Marta LWN BM60LO216doon SM In Nym gmbk M= auM blrin lent Bd■gmm■m GmlaramYmLk k wz gmk*A M MrYkr E� Vinyl SMkp Glass Door O4FIC2121 Ye Yw Ye WA 1 007, W. nF. 747, and $47 Skeb and PaW of Dion Ptak, Omm. aria Louvred etegb aria pare of 12/3IMM Ye Ye Ye Not Below mew doss. Florida DepeM■d of Business & Professional Regulation Fp, d, Florida DeprenaN of Buskess & Prolaaskm Regulation rtipa, d1 Building Codes and Standards veama Building Codes and SWWwds imams pp 1 d 1 lama Florida DeparUrlMt of Business & Professional Regulation Building Codes and Standards Pw I d 1 lasme Product Approval Application Detall Product Approval Application Detall Product Approval Application Detall BtIYl4Al raft tone Lk Lk Lkbsom Lill aAM& m Li ldL.r no gall RdLbdtm no 6t1{ 6f Been )MOMS moub amt LeMW roW1[ALWo YaLY01WJOL Yddtka Inane rBLAUsd armed Wn not ridm Mmodmomt firm rWlrtAtilmm Y&mtdh Ya11mt Yhml 9GAYme■ ammum Wn go gft LkEmemn 21M YWA" ali■rd I=Anamel Abonmd Wn 11r.%W17 O 102017 12/0SM17 Approved Gail mfm MEMO Mm{dMNK Pevbbn 2017 Cbpsy Seto Pmdww company Cateeary: Edens DOeq looke Lk Lk DoLEtdm GROW anab LS Murk 1flfamYdLl Ya1tlE1W awom liGAOmfgel MSd WeeMtMb Imelbk TNWp Barvbe NA, Gary PROW 1 MM17 O IGIA17 (513) 77&9062 Inc. (513) 51e48m no aamd Wm 12100=17 Approved RavNbn 2017 M VWKIWM ed cows OMegwPNMq°ss euUQeYn e : wVwFete laapNara6 MNhed: CertMetlm Many d LNtlle Brent meat Am6lbrh Arddaoknal awvw M. Udok PE 12/3VJM7 12/31/J0/7 ballbl 53300 Awranwoarars Aeaodalon (717)9174M6{ bWprOmw0.aw 0110MIS Approved P VWM 20t7 POT Mumble Cabcato": awo sulM.ewsey: Fted COepaarwa IrealOtl: Cantllbetlon Mark d ulcers Dew Rmok VJWM4)ade 90W - CER kWrnF080a e00O. 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