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Home My WebLink About6436 Silverado Ranch Blvd4' 8' 5'-4' 5'-4' 3'-0' 3'-b'x3'-b' A/C LOCATION (MIN. 3' ABOVE CONG. PAD FINISHED GRADE) A/C PAD A ELEVATION C-753 S3 (-) 0'-4' ------------------ ----- INDICATES I - 5 VERT. REBAR IN MASONRY CELL FILLED z zr RECE55 SLAB SOLID W/ CONCRETE. I (31 I 11/2'x8' AT SGD VERT. KINK SHALL BE HOOKED `" I gig- Q_ INTO BEAM ABOVE 4 FTG, BELOW I ► �' n >u a PROVIDE 25' MIN. LAP WHERE I I SPLICED 4 WIRE TOGETHER I I I I I I I ELEV I TION AT 04' I an ( D) 31/2' MIN. (4' NOM NAL) CONC, SLAB ON GRADE I W/ bxb 111.4 x WIA I 1E5H IN TOP OF 11/2' OF SLAB ■ OR 4' FIBER ME5 CONC. SLAB OVER POLY `t ; VAPOR BARRIE9 ON COMPACTED AND TERMITE ALL 1N K SHALL 001mmy WITH PREVAILING CODE FLU )A SUi .UIN� CODE, E1.ECTR1� osl� E. NA'f 10 CITY 3P : I iirAYR %LS AN® _ IT PARTIAL FOUNDATION PLAN ® ELEV. 11 11 A ,A SCALE: 1/4'=I'-O' I I I -. I _. I I I I I ■ I I I I I I I I 2'-10' 4'-0' I, 5'-4' 5'-4' 1, 4'-4' ■ ■ o ■ ■ ■ ■ —zp- ----- zl Lu 8 gl� wI O w CA i s3 r I I I I B :A � I IN 2'-10' 2'-11' '-2' I I ■ zl ' o I �I I I I I I 0 — — — — — — — — — — — �' 4'4' I'DEEP 50'-0' (D FOUNDATION FLAN SCALE: 1/4' = I'-O' 5)'MSOLS BUILDING SECTION KEY (Section No. over Sheet No.) INTERIOR ELEVATION KEY (Elev. No. over Sheet No.) DETAIL KEY (Deta i I No. over Sheet No.) 0 WINDOW SCHEDULE KEY (SEE WINDOW SCHEDULE SHT. ) 0— STRUCTURAL NOTE O -+ HOSE 5155 H.B.. FOUNDATION NOTES: 1. SEE SHEET SN FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL 9, E ON THE SITE FOR THE BUILDING INSPECTORS UuE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 3. THE FOOTING IS DESIGNED BASED ON 2000P6F SOIL BEARING PRESSURE. CONTRACTOROUJNER SHALL VERIFY SOIL BEARING PRESSUt'= OF THE PROPOSED SITE. NOTE: BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING 15WANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. O FOOTING SCHEDULE O m< 0 SIZE REINFORCINCx j DEPTH FI 2'-0' x 2'-0' (4) 05 EACH WAY 12' DEEP F2 2'-6' x 2'-Fi' (4) 05 EACH WAY ib' DEEP DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com CA 25948 i O 0 N z w Ln ON ^ 0 Z V) M awIj L ^ HaaM 00 zc~nF-- W ZLu w J O O 0 <C _W Q:� m w LL1 z — � O m wa]= w— U �O—u ZQ Q � x Z��w p U1� � N Q LU Lu U LU i 12 M V Q `o O c� r O TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL M BUILDING CODE, SECTION R301 FOR 00 140 MPH (Vasd=108MPH), 3 SEC. GUST, "C" ^ EXPOSURE ENCLOSED (INTERNAL ` 4 PRESSURE COEFFICIENT=±0.18) WIND ZONE Lf) 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. © 2020 LENNAR CORP.—THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02020—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 (017) FBC ES UPDATES 07.31.18 1.01 ELEV. A TRUSS LAYOUT REVISED 01.25.19 1.02 BEARING WALL NOTE CLARIFICATION 02.07.19 1.03 USE SIMPSON H10A ILO USP RT16A 06.12.19 1.04 ELEV. B. ADDED SALES OFFICE OPTION VERSION NO. 1.04 / 06.12.19 LL p S i1 0 O m ° I0 ? _O •— J U W U' Vf 3 JN Q� J'q >— ujuj � W Z QLLi Nu; W ❑ SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 390743 DATE ISSUED: 05.14.20 DRAWN BY: JH REVIEWED BY: SG 1 50'-0' w 54 94 62 9-6 54 10 14 (SPAN OVER 2 OPENINGS) +23.4 / -25.6 P5F 140MPN +242/ -26.4 PSF 14OMPH A +26.1 / -28.4 PSF 145 MPH (SPAN OVER I 2 OPENINGS) +242/ -26.4 PSF 140MPN O 0 B B +252 / -215 PSF 145 MPN 6066 TEMP. 5GD. I S3 NB• ® ® +26.1 / -28.4 PSF 145 MPH \ *EGRESS DANSCO +242 / - 6.4 P5F 140MPN +242 / 26.4 FSF 14OMPH DIMENSION CONVENTION \ \ +26.1 / -2 .4 PSF 145 MPH +26.1 / -28.4 P5F 145 MPH J / g ENGINEERING, LLC \ 19 0 /,t,2/ 0 19 -0r OVERALL & EXTERIOR OPENING DIMENSION P.O. BOX 3400 Apollo Beach, Florida 33572 FROM OUTSIDE OF BLOCK p.813.645.0166 N /' ' / ", / f. 813.645.9698 www.donscoengineering.com CA 25948 Lu \\ FAMILY ROOM GA/.. / /.- / / MASTER 5UITE OUTSIDE FACE OF 8" \ IS -4 x 20 -2 12 0' x, l4 4� \ / / / l GG (SIM. SEE NOTE �i IS'-0' x 14'-0' �* A NOMINAL BLOCK o o N S3 .. \ VAULT CLG. 'VAULT, `�, 1------------- . / _, / / 7 S3 FOR MORE INFO) 8'-0' CLG. - 4' FRAME WALL U.N.O. z w 0 9'4' EIL1 / x/ 2'0' L4�o / FOUNDATION DIMENSION FROM OUTSIDE OF BLOCK � � � � 6' DIA STD. STEEL PIPE / / , Z a a Ce FILLED SOLID W/ CONCRETE - / / i , -I / Z < ao EMBEDED PIPE PROTECTED i SLOPE UP 2:12 /.. I ' Q _G� -I��J 2668 w w J o W/ CATALYZED POLYURETHANE % CONC. SLAB, SEE PLAN �� / ! /"> 54R CLA O VERTICAL REINFORCMENT IN C.M.U. SHEAR WALL W/ (I -NO.5 BAR IN GROUTED CELL TYPICAL UND.± HOOK INTO TIE BEAM AT TOP 4 34' HIGH KNEE ;' ,.. I r I ` LAV. FOOLING AT BOTTOM.) 1 3 I 6 x22 ATTIC oc WALL BELOW A.ACCESS I I �' ` FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (� 4 „ IO 4 4 -0 4 -8 -2 0 L1 8 IO 2' W . CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT TO BE FILLED UNLESS SHOWN ON THE PLAN) Z W � � O 0 12' COUNTER _ l EXTENSION I I ® I ��_ '.... ` I oc W.LC.7z�2668 p .� "' MA5TER C.L ' X. A . © z CONC. FOOTING, SEE PLAN 6 MIL VAPOR BARRIER I I 0 U, A6' `. _ �' 8'-0' CLG. O m COMP. SOIL, SEE PLAN 8'-0' TOP OF MASONRY Q TH..''.. Q w = I ® I F F LL RD D \ \\j I I I GCs (SIM. SEE NOTE'1 53 FOR MORE T k ) El <r 9'-4' TOP OF MASONRY W w O U Z SCALE: I/2'=1'-0' \ I o I �r 0 w x Q 2 FLEX O g BEARING WALL 2X STUDS I6 O.G. W/ I/2 GYP. (UNA. ON PLAN) Q LL, < 11'-0' KITCHEN.- - - - I - 6 ' V z O ® �t 13'-4' x 8'-0' CLG. 11`-0' x 16'-10' 54R R PAN 4 SU TF': r 2X STUD W/ 1/2' GYP. (UND. ON PLAN) 9'N. -4: CLG. `" ' 0 (� Q U 14'-0' 8' 41.01 '. 9' b' 2668 8 I' 2' 5' 0' 6' 0' �O --- ----- FOYER' FLOOR fi�L,41�1 NIOTrms: � N Q '-'-' -- _ _ - 9'-4' CL'G. WGT. D T PITRY 61 LLJ U J 3 53 = 8' 4' HEAD HGT.- - _ - REF. - �'�' CLG 1. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. M � .o ......._........... _ _ OTC (5) SH. 2. ALL PLUM131%, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, � F_ .-E BEDROOM INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER �p TO THE BEST OF THE ENGINEER'S cA c�v N 0 `r FDIC 1103). cel_ � , �' 6' 2668 12'-O' x 12'-0' 3. *-DENOTES EGRESS WINDOW KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH Q BEDROOM 3 `" `='I m HALLWAY V 0' CLG. 4. GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR _ �I 8 -0 CLG. #y 2 MANUFACTURER 140 MPH (Vold=108MPH), 3 SEC. GUST, EXPOSURE 'C" ENCLOSED (INTERNAL 12'-0' x 11'-0' e I !� " Lu ®(TEMP) 5. EXTERIOR WINDOWS 4 DOORS SHALL BE LABELED WITH A PERMANENT LABEL, PRESSURE COEFFICIENT ±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED SEALED. 8' m' cL'G. HGT. I � a °C 'a � r ' B MARKING OR ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND � _ LL: t' / F 54 PRODUCT. AND SIGNED AND SEALED FOR THE STRUCTURAL PORTION THISDRAWING ONLY. 218 , - I , ' ,,iOF 5 0 4 6 I 6 D g 4 6. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN © 2020 LENNAR CORP.-THIS PLAN MAY NOT BE BEDROOM 2 ALL - _ i / / /D Y 53 -10 '4 N PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN _ NSENT FROM LENNAR CORPORATION. `� 02020-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. +248 / -21.0 F'SF 14+0`1PN / 290 145MPH S3 �- I I- ' II 0 x 12 0 I 1 0 -4 CLG. _� r-, - / � D �� X - � B a.n _ DIVIDED BY 0.6. 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ SOLID 1 34 x60 +26.1 PSF EGRESS* ENTRY 8'-0' CLG. 8 - CLG W. D. -F R AN A 3 ' . WOOD DOORS NOT LESS THAN 13/8' IN THICKNESS SOLID OR HONEYCOMB -CORE z / STEEL DOORS NOT LESS THAN 13/8' THICK, OR 20-MINUTE FIRE -RATED DOORS. 8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS DATE DESCRIPTION 12.12.17 6TH (2017) FBC 1.00 - 1 1 I 1 I- 11 `� I B -�' 8'-0' CLG. I WC .- SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, ATES o7.31.1s 1.01 ELEV. TRUSS LAYOUT REVISED 6 8 6 8 0 3 4 0 2 8 T 54 - J LAv. f�rtV c��v NO. SHEET STEEL, I' MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT 01.25.19 1.02 BEARING WALL NOTE CLARIFICATION e M I K WH. S3 S4R BOARD, OR APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE WALLGARAGE 02.07 19 USP RTI6AUSESIMPSON H10A ILO 1.03 14 WIDE I0 9 n _ PROVIDE WEATHER A (4) SH. - - - - - - FLAT SOFFIT - - - - - `r I0 10 _ SNOWER/TUB STRIPPING AROUND PERIMETER OF DOOR LLILL �9 K t Jt L,i C TU� i_ O t 06.12.19 1.04 ELEV. B. ADDED SALES OFFICE P OF IC OPTION VERSION NO. 1.04 / 06.12.19 - - - - - - - - - - - - - - z.z METAL PIPE BOLLA W/ RD ( S3 H B. (.IN N .. - - - - - - - - COMBO rHRESNOLD OPTION GAS W.N. ONLY) lO PROVIDE (1) 0 5 CONT. IN 8" P.C. LINTEL 4 (1) 5 IN 8" KO. BLOCK ABOVE, 16'SQ x 36'H CMU SEE DETAIL A/2 FILLED SOLID WITH GROUT. COLUMN BASE I' 4' 10'-8' 1'-4' 5'-4' I' 4' 1' 4' 2' BF. 4' STEP �a.a � 1 1 1 1 20 -0 30 -0 *- '_ 5' 8' .. 4`=@' V�°., .. 9' 8' 15'-0' - - - 4 1 O2 PROVIDE 8 P.C. LINTEL (U #5 IN 8 KO. BLOCK ABOVE, FILLED SOLID W/ r..��f� TO GAR WALL I I u u ®� * I E L E GROUT 3 PROVIDE (1) 5 CONT. IN 8" P.C. LINTEL W/ 2" RECESS 4 (1) �' 5 IN 8" KO. BLOCK O .g ' " �` J J Z a �s } P' FOYER -- NOTE: W.H. SHALL 13E ELEVATED MIN IS ABOVE GARAGE FF. W/ I 36'x22'ATTIG ACCESS L J = PARTIALfR F� IV a 2W.C. SCALE. 1/4 =I'-0 ' LAY. ..9'-4'61_G. _.. - (SIM. W/OUT UPLIFT 5 4 NOTE'1 OPTION GAS WN. ONLY - - - ABOVE, FILLED SOLID WITH GROUT l P- v Jj ¢ O SEE FOR ® PROVIDE (U 05 IN 8' P.C. LINTEL FILL SOLID W/ GROUT MORE INFO) H.B. 54R @ O5 (3) 2x4 COLUMN W/ 4-8d TOENAILS TOP 4 BOTTOM S3 "' +21.4 ; 23B 1 '... PSF H H - 3 CAR GARAGE a (SIM) O6 (2) 2x8 SPF"2 HEADER W/ BLOCKING. PROVIDE (1) 2x6 JACK STUD a EA. ti p END OF HEADER SYMBOLS NOTE TO TRUSS COMPANY: NOTE * * * AN. STAND DIMENSIONS * ALIGN TRUSSES TO 5 B . DR S3 IN OPEN POST GARAGE D� 30'-O' x 20'-0' 8'-0' CLG. LINE IN E OF AR POSITION D� O ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-Sd TOENAILS TOP 4 BOTTOM ALLOW FOR A.H. TO ALL INTERIOR ANGLE GAS = 6' H. x 36' W, x 52' L. 3 (-- - - - - - - -- - 7 I- - - - - - - - - - - - - - - - - - - - - OS (2) 2X8 SPF"2 BEAM W/ USP HTW20 is COLUMN 4 USP THD28-2 MASONRY � p m- W BUILDING SECTION KEY WALLS ARE AT 45 DEG. ELEC.: = 24' H. x 36' W. x 52' L. BE ALIGNED. * S' 4' 6' °^ I I HANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE z O (Section No. over Sheet No.) * * * * * * * * * * * * * * I I TRUSS LL INTERIOR ELEVATION KEY i I I O9 (2) 2X8 SPF"2 BEAM W/ USP THD28-2 HANGER a SIDE BEAM, uj 0 3 H ¢ v N (Elev. No. over Sheet No.) AREA TA5ULATION EN RY USING 6-16D 4 6-10D NAILS, AND USP HTW20 0 INTERIOR COLUMN W W"t > � BEDROOM 3Lu DETAIL KEY MODEL 2606 12' 0' x Il' 0' e 9'-4 CLG. I I 10 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP PAU44 e z .2 w w LL; Q (Detail No. over Sheet No.) LIVING AREA 2516 S.F. 8-° CLG" `� K - s4 I K i 54 K s4 BASE, PROVIDE MIN. &' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIV. (9 V) °- a_ (I - z FOR ANCHOR BOLTS W GARAGE 614 S.F. 1' -0' O.H. G RAGE DR 16'-0' x 1'-0' O.H. GARAGE DR NOTE: - I SHEET TITLE: FLOOR PLAN WINDOW SCHEDULE KEY (SEE WINDOW SCHEDULE SHT.) COVERED ENTRY - ELEV. `,4' 51 5 F 4 I +21A / -238 PSF 14OMPH 1. POWER BOX LINTEL (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4 EMENT W AS INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR -- @ COVERED ENTRY - ELEV. 5 156 5.F, *EGRESS _ +23.1 / -25.8 PSF 145MPH MORE W) -� STRUCTURAL NOTE - GENERAL NOTES &INFO O-+ HOSE BIBS TOTAL AREA "A'= 3301 S.F. 11511= 3406 5F 2 ® +24.8 / -21D PSF 140MPH SHEET INFORMATION: A 14OMPH +223 / -253 FSF ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE N"B. S3 +26.1 / -291D P5F 145MPN +242 / -1'1.1 PSF 145MPH BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND JOB NO.: 390743 ADHERENCE TO APPLICABLE BUILDING CODES PRIOR t0 COMMENCEMENT OF ANY WINDOW �� 6'-8' 6'-8' '-0' 3'-4' '-0' 8'-0' _ 2'-0' 16'-0' 2'-8' CONSTRUCTION. DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE t0 DATE ISSUED: 05.14.20 '11ANY �_ 13' 4' 5' 4' 2'-0' 29'-4' APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. DRAWN BY: JH REVIEWED BY: SG MARK TYPE ROUGH OPENING HEAD HEIGHT CLEAR OPENING CLEAR OPENING SF. SILL HEIGHT ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADETHE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO AFTER 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. 2 A 255H 38' X 63' b'-8' 33312' WIDE X 2625' NIGH 5B9 SF. I'-6' ___50'-0' �®®� � SCALE: �I V I/4'=1'-0' B 355H 54' x 63' 6'-8' 48312' WIDE X 2625' HIGH SBI SF. I'-6' C 24SN (TEMP) 38' x 51' 6' -8' 33312' WIDE X 2025' NIGH 4b8 SF. 2'-b' SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �G'.3Cu SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-06 8F12-OB 8F16-06 8F20-OB 8F24-OB 8F28-OB 8F32-OB 8F8-1B 81`12-113 81`16-16 8F20-16 8F24-18 81`28-16 8F32-113 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 1 5400 6224 2189 4375 6113 7547 (7) 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 (3s) 7342(19) 8733(19) 10127(ls) 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) 6036(,9) 7181(,9) 8328 (2o) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394R) 8825(14) 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 1 3898 5681 8467(44) 6472 (,5) 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 1 2818 3302 752 1245 1843 2564 3486 4705(37) 6390 (47) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(38) 4754 (45) 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 1 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 "( ") PRESTRESSED 15 -4 184 N.R. NR NR NR NR NR NR NR 412 710 1250 1 1733 2058 2320 1 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 12s 250 450 654 884 1092 1 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS �GG3Q�i SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-08 8RF26-OB 8RF30-OB 8RF6-1B 8RF10-16 8RF14-1B 8RF18-1B 8RF22-18 8RF26-1B 8RF30-113 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 7756 3699 5206 1 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060(34) 7917(ls) 9311(19) 5-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 1 3700 1113 2342 4242 6639 (,o) 8060(39) 7402(19) 8706 (1s) 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(19) 10893(48) 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 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 §R�Oq[Tg SAFE LOAD TYPE LENGTH 8U8 8F8 RCMU 3'-6" (42") PRECAST 1025 1024 1598 4'-0" (48") PRECAST 765 763 1309 4'-6" (54") PRECAST 592 591 1073 5'-4" (64") PRECAST 411 411 745 5'-10" (70") PRECAST 340 339 616 6'-6" (78") PRECAST 507 721 490 7'-6" (90") PRECAST 424 534 363 9'-4" (112") PRECAST 326 512 230 10'-6" (126") PRECAST 284 401 180 11'-4" (136") PRECAST 260 452 154 12'-0" (144") PRECAST 244 402 137 13'-4" (160") PRECAST 217 324 110 14'-0" (168") PRECAST 205 293 100 14'-8" (176") PRESTRESSED N.R. 284 91 15'-4" (184") PRESTRESSED N.R. 259 83 17'-4" (208") PRESTRESSED N.R. 194 64 19'-4" (232") PRESTRESSED N.R. 148 52 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 40 24'-0" (288") PRESTRESSED N.R. 91 33 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU 4'-4" (52") PRECAST 758 757 1164 4'-6" (54") PRECAST 694 693 1073 5'-8" (68") PRECAST 408 407 655 5'-10" (70") PRECAST 382 381 616 6'-8" (80") PRECAST 595 788 464 7'-6" (90") PRECAST 509 674 363 9'-8" (116") PRECAST 370 490 214 High strength precast concrete lintels designed to be unfilled or filled to ford a composite reinforced bears using concrete masonry units, GENERAL NOTES 7. Cast -in -place concrete may be provided in composite lintel in lieu of 1, Provide full mortar head and bed joints, concrete masonry units, 2, Shore filled lintels as required, 8. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 3. Installation of lintel dust comply with architectural 9. The exterior surface of lintels installed in exterior concrete masonry walls and/or structural drawings, shall have a coating of stucco applied in accordance with ASTM C926 4. U-Lintels are manufactured with 5-1/2 inch long notches at or other approved coating, ends to 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 field added rebar to be located at the bottom Applied vertical load +Applied horizontal load 1,0 of lintel cavity. Safe vertical load Safe horizontal load - SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <@M 1� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32--lT 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 3'-6" (42") PRECAST 1569 2655 3524 4394 5263 6132 7001 1569 2655 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 1363 2305 3060 3815 4570 5325 6079 1363 2305 3060 3815 4570 5325 6079 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 1207 2040 2707 3375 4043 4711 5379 5'-4" (64") PRECAST 1016 1715(11) 2276 (4) 2838 3399 3961 4522 1016 1715 2276 2838 3399 3961 4522 5'-10" (70") PRECAST 909 1567(18) 208013) 2593 9) 3107 (s) 3620 (4) 4133 (3) 929 1567 2080 2593 3107 3620 4133 6'-6" (78") PRECAST 835 (12)1 1407(26) 1868(21) 2329 1a 2790(16) 3251(l4) 3712(12) 835 1407 1868 2329 2790 3251 3712 7'-6" (90") PRECAST 727 (23) 1065(26) 1624(31) 2025(2s) 2426(26) 2827(25) 3228(24) 727 1224 1624 2025 2426 2827 3228 9'-4" (112") PRECAST 591 708 (25) 1136 (34) 1474 (34) 1815 (34) 2157 (m) 2500 (34) 591 862 1318 1643 1969 2294 2619 10'-6" (126") PRECAST 530 575 (24) 916 33 1188 33 1461 33) 1736(33) 2011(33) 530 695 1180 (8) 1472 (4) 1763 2) 2055 2346 11'-4" (136") PRECAST 474 504 (23) 800 (32) 1037 (32) 1274 (32) 1513 (32) 1753 (32) 494 607 1042(1o) 1372 (11) 1643 (8) 1915 (6) 2187 (5) 12'-0" (144") PRECAST 470 (9) 458 (23) 724 (31) 938 (32) 1153(32) 1369(32) 1585 (32) 470 550 940 (lo) 1302 15 1560(13) 1818(11) 2075 to 13'-4" (160") PRECAST 418 15 386 (22) 607 (3o) 785 (3o) 964 (3o) 1143 (3,) 1323 (31) 428 460 780 (9) 1159 (21) 1418(2o) 1653(19) 1887 (17) 14'-0" (168") PRECAST 384 (ls) 358 (21) 560 (29) 724 (3o) 889 (3o) 1054 (3o) 1220 (3o) 410 425 717 (9) 1063 (21) 1358(23) 1582(22) 1807 (21) 14'-8" (176") PRESTRESSED 239 334 (21) 520 (29) 672 29) 825 (29) 978 (29) 1131(3o) 246 395 663 s 980 (2o) 1303(26) 1518(25) 1734 (24) 184" 15'-4" ( ) PRESTRESSED 224 313 20 486 (28) 627 (29) 769 (29) 911 (29) 1054(29) 230 368 616 s 908 (2o) 1240(28) 1460(27) 1668(26) 17'-4" (208") PRESTRESSED 187 263 (19) 405 (26) 521 (27) 638 (27) 756 (27) 873 (27) 192 306 506 (8) 740 (19) 1005(27) 1271(31) 1473 (31) 19'-4" (232") PRESTRESSED 162 229 (17) 348 (25) 447 (25) 547 (25) 647 (25) 747 (25) 166 263 429 8 623 (18) 841 (26) 1059 (30) 1227(3o) 21'-4" (256") PRESTRESSED 142 204 ,6 307 (23) 393 (23)1 480 (23) 568 (24) 655 (24) 142 232 373 (7) 537 (17) 721 (25) 905 (29) 1048 (2s) 22'-0" (264") PRESTRESSED 137 197 (1s) 295 22 379 (23) 462 23 546 (23) 630 (23) 137 223 358 7 513 (17) 688 (24) 863 (28) 999 (29 24'-0" (288") PRESTRESSED 124 179 (14)1 267 (21) 342 (21) 416 (21) 492 (21)1 567 (22) 124 202 1 319 (7) 455 (16)1 606 (23) 757 (27) 876 (27) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS < �Oqu<gSAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-lT 8RF14-lT 8RF18-lT 8RF22-lT 8RF26-lT 8RF30-lT 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1668 2362 3056 3751 4445 5140 905 1668 2362 3056 3751 4445 5140 4'-6" (54") PRECAST 867 1604 2272 2939 3607 4275 4943 867 1604 2272 2939 3607 4275 4943 5'-8" (68") PRECAST 675 126916 1797 2326 5 2854 2 3382 3911 675 1269 1797 2326 2854 3382 3911 5'-10" (70") PRECAST 655 120716 174611 2259 (7)1 2773 (5) 3286 (3)1 2799 (1) 655 1233 1746 2259 1 2773 3286 2799 6'-8" (80") PRECAST 570 929(16) 1530(22) 1980(19) 2429(16) 2879(15) 3329(14) 570 1080 1530 1980 2429 2879 3329 7'-6" (90") PRECAST 506 742(ls) 1364(3o) 1765(27) 2166(25) 2567(24) 2968(23) 506 1 898 1364 1 1765 2166 2567 2968 9'-8" (116") PRECAST 395 468(,5) 884(32) 1222(33) 1540(34) 1859(34) 2180(34) 395 560 1072 1386 1701 2016 2331 () THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. LINTEL_ SCHEDULE NOTE: QUALITY PRECAST LINTEL IS AN ALTERNATE OPTION, REFER TO SHEET LINTEL 22 FOR LOAD TABLES, OR V_�' 0 d :' CASTCRETE 8F8-0B/1T POWERBOX 8x8-0B/1T B B 4 e o,v OR D e a° 4 as O O d . CASTCRETE 8F16-0B/1T POWERBOX 8x16-0B/1T E E e d --'A0' e d 4 ne OR D ee 4 , o O O d o a CASTCRETE 8F16--1 B/1T POWERBOX 8x16-1 B/1T F F e d -",O- e d =% 0. D _ e D e -o o Lo 0 4 e e D e e o ° OR o D e e D e e • 0 0 0 CASTCRETE 8RF30-1B/1T POWERBOX 800-1B/1T OG G OR 0.- Q,d 0- e e e e • 0 0 d a a 0_ CASTCRETE 8RF14-1B/1T POWERBOX 8x14-1B/1T H H MATERIALS • Concrete masonry units (CMU) per ASTM C90 with minimum net • f'c 8' precast lintels = 4000 psi area compressive strenght = 1900 psi • f'c 8' prestressed, 6' and 12' precast lintels = 6000 psi • Rebar per ASTM A615 Grade 60 • f'c 4' precast lintels = 3000 psi • Prestressing strand per ASTM A416 Grade 270 low relaxation • Grout per ASTM C476 f'g = 3000 psi w/ maximum • 7/32 inch wire per ASTM A510 3/8 inch aggregate and 8 to 11 inch slump, • Mortar per ASTM C270 Type M or S SAFE LOAD TABLE NOTES 1. All values based on minimum 4 inch nominal bearing, & For composite lintel heights not shown, use safe load from Exception: Safe loads for unfilled lintels dust be reduced next lower height, by 20 % if bearing length is less than 6-1/2 inches, 9, For lintel lengths not shown, use safe load from 2, N.R. = Not Rated, next longest length, 3. Safe loads are superimposed allowable load, 10. All safe loads in units of pounds per linear foot, 4. Safe loads based on Grade 40 or Grade 60 field rebar, 11, All safe loads based on simply supported span, 5. Additional lateral load capacity can be obtained by the 12. The number in the parenthesis indicates -the percent reduction designer by providing additional reinforced masonry above for grade 40 field added rebar, the precast lintel. Example: 7'-6' lintel Type 8F32-1B safe gravity load = 6472 (15) 6. One #7 rebar may be substituted for two #5 rebars in 8' lintels only, w/ 157 reduction => 6472 C85) = 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. O T (SPAN OVER UF 2 OPENINGS) F (L) (SPAN OVER 2 OPENINGS) I Q (2) 8'xI2'x1/2' Od'i I Q MINIMUM BEARING PLATES • WOOD SHORE (2-2x4 C❑LU BLOCK SHORE C) MINIMUM) O 9'-4„ ELEV. "A IT IS RECOMMENDED TO SHORE LINTEL IN THE MIDDLE OF SPANS GREATER THAN 8'-0' AND LESS THAN 15'-0', ON SPANS GREATER THAN 16'-0' PLACE SHORING AT 8'-0' CENTERS, MAKE SURE SHORING IS SQUARE TO LINTEL AND SECURE, MAKE SURE SHORING SUPPORTS THE ENTIRE WIDTH OF THE BOTTOM OF THE LINTEL. POWERBOX8 LINTEL SHORING DETAILS SCALE: NTS TOP OF BLOCK @ +8'-0" A,E,E, (UNLESS NOTED ❑THERWISE) 9'-4" ELEV. E B 11'�J ELEV. "A" ONLY ( � 1 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. T T DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com CA 25948 o 0 N z W �D �� 0 Z M %O L am Jn LL � W Z H °C a a M ¢ o zv~i�- W W zC) 0 o Q V LU OCI LU W z O O m Q > _ W J_ U 0OIILUnC� Q v w 11711/ Z<� O U "O CV Q LU W U CM V) Q �o M G TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. © 2020 LENNAR CORP. THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2020-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.12.17 1.00 6TH ED.(2017) FBC UPDATES 07.31.18 1.01 ELEV^ A TRUSS LAYOUT 01.25.19 11.02 02,07.19 11.03 .... ' •"' 06.12.19 11.04 OFFICE OPTION VERSION NO. 1.04 / 06.12.19 u¢ , H _ r� U) ,+p f a q ✓ r' t r L w o m J z O J W W W U �-- U 3 C J 4t V >_"a 2� W Z � Q W 1-4 LJ_I LLI Z ] ElW SHEET TITLE: LINTEL PLAN SHEET INFORMATION: JOB NO.: 390743 DATE ISSUED: 05.14.20 DRAWN BY: JH REVIEWED BY: SG 2,01 GENERAL NOTE-5. U CODES IJ FLORIDA BUILDNG CODE W EDITION, 20n RESIDENTIAL SEC:TIOIS R4022 t Rob. 12 FLORIDA BUILDNG CODE, bth EDITION, 20T1 BUILDNG, SECTIONS WII t 201. 13 5WLDWG CODE REQiJIREIBrTS FOR REWORDED CONCRETE (ACI 318-14). L4 BWLDWG CODE REWIREISM AID SPECIFICATION FOR MASH STRUC: MS (ACI t AC ACI530J-B) L5 AME10CM SOCIETY OF CIVIL EGNEERS MNMM DES LOADS p5 FOR BUILDWGS AID OTTER STR11CT.WS (ASCE 1-10). 2) CONCRETE: 2J CONCRETE COPT'RIESSIVE STFM114 AT 28 DAYS: 211 M-CAST NTANDARD 5EWORCEMDIT-4000 PSI MN. 212 F'W-CAST UUMSTRE55 REWORCEM NT-6000 PSI 213 GROUT PER ASTM C416 - 30M PSI IN MAX 30 AGGREGATE, 8' TO 11' SUMP. 22 FEWORCNG BARS: 22J STEEL PLACED N PRECAST LNTEL AT TIME OF FABRICATION ASTM Ab5 (GRADE 60) 222 STEEL N LNTEL AND 01001M BLOCK (PLACED N FIELD) ASTM A65 (GRADE 40). 23 PRESTRESS STRANDS ASTM A4161-01RE, STRESS RELIEVED 210 rB 2A DETAIL REWQ; CE7ENT N ACCORDANCE WITH ACI 35. 25 C:ONCRETW OFERATIOIS SHALL COMPLY WITH ACI STANDARD& 2b DO WIRE PER ASTM Aft 3) MASONF . 3.1 CO C ETE MAONRY WTTS (CM) SHALL COIFORTI TO ASTM C-W, NORMAL UEIGHT WITH MNIMM NET AREA COMPRESSIVE STRENGTH 2O0". 32 MORTAR SHALL COIFORII TO ASIM C-210 TYFE W OR 5' 33 FULL MORTAR JONTS ARE REQUIRED 3.4 MNMM AGGREGATE 28-DAY CCMPrE55IVE STRENGTH OF CM AND MORTAR SHALL NOT BE LESS THAN FM = 2WO ML MASONRY STRENGTH SHALL BE ESTABLI%W BY THE 'WIT STRENGTH METWD' OR ALTEMATIVELY, BY M 'PRISM TEST IIETFIOD' U USM REQUIREMENTS NAVE NOT BEEN MET. 4) STR rVAIM: 41 SAFE LOAD VA I. ES ARE BASED ON LNTELS HAVNG A BEARNG OF V (WITH A MINMM ACCEPTABLE BEARNG OF 4' PER FLORIDA BUILDWG CODE 6TH EDTION, 20T1 RESDENTIAL, SECTION w4b,63 OR FLORIDA BUILDNG CODE 6TH EDITION, 20ri BUILDNG, SECTION 2104J 42 SAFE LOAD VALIES BASED ON RATIONAL DESIA MALYSIS PER X 35 AND ACI 530 43 DEWA R MAY EVALUATE CON EIMTED LOADS FROM TFE SAFE LOAD TABLES BY CALCULATWG MA) MM RESISTWG MOW AND SIM AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 4.4 FOR LNTEL LENGTH AT V-V OR GREATER VERTICAL CELL FILLED SOLID UN GROTTY AN) MNMM OIIE (U 5 VERTICAL REBAR IS REWIRED AT EACH DO OF THE LNTEL 45 LNTELS THAT ARE GREATER THAN W-O' GEAR SPAN MIAT BE PROVIDED TEMF'OR W SUPPORT, NOT BE REMOVED LNt L 2 DAYS AFTER GROUT FLACEMERT. SAFE LATERAL LOADS (PLF) 8" x 8" LINTELS LENGTH TYPE PLAIN SOLID DET. A DET. B 2'- 10" Precast 1105 2103 3- 6" Precast 689 1310 4'- 0" Precast 514 977 4'- 6" Precast 398 757 4'- 8" Precast 810 2459 5' - 4" Precast 430 836 6-10" Precast 356 690 6'- 6" Precast 410 818 7- 6" Precast 303 606 7- 8" Precast 392 1100 8' - 0" Precast 363 1037 8' - 4" Precast 318 981 8' - 6" Precast 234 467 9--4" Precast 192 384 10' - 6" Precast 151 301 1 V- 4" Precast 132 417 12'-0" Precast 111 370 12'- 6" Precast 98 544 13- 4" Precast 82 298 14' - 0" Precast 71 322 14' - 8" Prestressed N.R. 283 15- 4" Prestressed N.R. 252 17- 4" Prestressed N.R. 183 19' - 4" Prestressed N. R. 167 20'- 0" Prestressed N.R. 167 21' - 4" Prestressed N.R. 129 22'- 0" Prestressed N.R. 120 24'- 0" Prestressed N.R. 96 N.R. = NOT RECOMMENDED QUALITY PRECAST LOAD TABLES GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT PLAIN (0)#6L (1)#6U (1)#6L (1)#6U (0)#6L (1)#6U (1)#6L (1)#6U (1)#6L (2)#6U A B DET. A DET. B DET. C DET. B& C DET. D 2' - 10" 1'- 6" Precast 2 - #2 2 - #2 NONE 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 1139 1139 968 968 T- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 570 938 938 716 807 T- 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 619 1130 1130 1115 1115 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 581 1062 1062 1048 1048 8'- 4" T- 0" Precast (2) D4.5 Wire 2 - #4 NONE 548 1001 1001 979 979 8'- 6" T- 2" Precast 2 - #2 2 - #4 NONE 483 777 720 552 692 9' - 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 428 633 639 454 618 10'-6" 9' - 2" Precast 2 - #2 2 - #4 NONE 368 487 550 356 538 1 T- 4" 10' - 0" Precast 2 - #3 2 - #5 NONE 330 544 544 430 507 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 308 507 507 383 475 12' - 6" 11' - 2" Precast 2 - #3 2 - #5 NONE 312 570 570 391 570 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 270 433 414 308 416 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 254 388 390 279 376 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE N.R. N.R. 470 298 393 16- 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. N.R. 426 274 374 IT- 4" 16- 0" Prestressed 2 - #3 2 - #5 NONE N.R. N.R. 324 215 322 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N.R. N.R. 252 202 281 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE N.R. 256 256 188 262 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. N.R. 200 165 229 22' - 0" 20'- 8" lPrestressed 2-#4 2 - #5 NONE N.R. N.R. 1 185 155 215 22' - 8" 1 Prestressed 1 2 - #4 2 - #5 NONE N.R. N.R. 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)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#SU A B DET. L DET. M DET. L& M DET. N 2'- 10" T- 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" 1 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'- 6" 6- 2" Precast 2 - #2 2 - #4 NONE 4504 4598 1578 4421 7' - 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 3314 3408 1181 3336 T - 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" 7- 0" Precast (2) D4.5 Wire 2 - #4 NONE 3706 3706 3144 3683 8'- 6" 7- 2" Precast 2 - #2 2 - #4 NONE 2584 2700 920 2602 9' - 4" 8'-0" Precast 2 - #2 2 - #4 NONE 2204 2298 767 2151 10'- 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 1767 1897 612 1696 I 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" 1 T- 2" Precast 2 - #3 2 - #5 NONE 1775 1775 1279 1775 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 1365 1365 393 1057 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 1272 1272 360 961 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE 1272 1893 506 994 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 1724 464 915 17' - 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N.R. 1330 365 720 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1054 348 686 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 1008 1008 573 1048 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 853 308 605 22'- 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 798 290 573 24'- 0" 22'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 659 245 483 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 24" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. P DET. Q DET. P& Q DET. R 2' - 10" T- 6" Precast 2 - #2 2 - #2 NONE 1 8243* 10000* 8243* 8243* 3'- 6" 2' - 2" Precast 2 - #2 2 - #2 NONE 5321* 7708* 6195* 6195* 4'- 0" 1 2'- 8" Precast 2 - #2 2 - #2 NONE 3945* 6524* 5263* 5263* 4'- 6" 3'-2" Precast 2 - #2 2 - #2 NONE 3033 6752* 4214 6752* 4'- 8" 3' - 4" Precast (2) D4.5 Wire 2 - #3 NONE 6347* 6347* 6347* 6347* 5'- 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 3848 9921 2944 8538 5'- 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 3164 8183 2443 7066 6' - 6" 6- 2" Precast 2 - #2 2 - #4 NONE 6159 7054 1955 5633 7- 6" 6' - 2" Precast 2 - #2 2 - #4 NONE 4535 4864 1462 4185 7 - 8" 6-4" Precast (2) D4.5 Wire 2 - #4 NONE 5967 6603 4657 6477 8' - 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 5430 5524 4236 5756 8'- 4" 7- 0" Precast (2) D4.5 Wire 2 - #4 NONE 4961 4979 3869 5178 8'- 6" 7 - 2" Precast 2 - #2 2 - #4 NONE 3471 3702 1139 3236 9' - 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 2841 3081 948 2675 10'- 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 2540 2797 755 2108 11' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 2252 2252 653 1809 12' - 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 2048 2048 587 1615 12' - 6" 1 T- 2" Precast 2 - #3 2 - #5 NONE 2269 2269 1577 2269 13- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 1732 1732 484 1312 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 1606 1606 443 1192 14' - 8" 13- 4" Prestressed 2 - #3 2 - #5 NONE 1606 2345 626 1237 16- 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. 2137 574 1134 17- 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N.R. 1651 451 892 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1310 430 850 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 1254 1254 702 1271 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1062 381 751 22'- 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 994 359 710 24' - 0" 22'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 824 302 598 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 8" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT PLAIN (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DA DET. DB DET. DC DET. DB & DC DET. DF 3' - 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 848 852 1195 1224 1224 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 697 699 1050 1079 1079 4'-2" 2'- 10" 2' - 6" Precast (2) D4.5 Wire 2 - #3 NONE 1346 1564 1564 1320 1320 4'- 4" 3'-0" 2'- 8" Precast 2 - #2 2 - #2 NONE 583 583 936 965 965 4'- 6" 3'- 2" 2'- 10" Precast 2 -#2 2 - #2 NONE 536 535 887 916 916 4'- 8" 3-4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 1091 1278 1278 1090 1090 5' - 8" 4'-4" 4'- 0" Precast 2 - #2 2 - #3 NONE 564 703 694 678 678 5'- 10" 4--T 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 T - 6" 6-2" 5- 10" Precast 2 - #2 2 - #4 NONE 384 585 668 414 461 T- 8" 6'- 4" 6-0" Precast j (2) D4.5 Wire 2 - #4 NONE 494 627 627 1 485 532 9' - 8" 8'-4" 8'- 0" Precast 1 2 - #2 2 - #4 NONE 279 364 627 1 244 343 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 24" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DQ DET. DR DET. DQ & DR DET. DS 3'- 8" 2' - 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 4548* 6188* 6217* 6217* 4'- 0" 2' - 8" 2' - 4" Precast 2 - #2 2 - #2 NONE 3744 6650* 6650* 6650* 4'- 2" 2'- 10" 2' - 6" Precast (2) D4.5 Wire 2 - #3 NONE 6250* 6250* 6250* 6250* 4'- 4" 3- 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 3132 5915* 5817 5915* 4'- 6" 3- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 2880 9783 5361 10000 4'- 8" 3' - 4" 3' - 0" Precast (2) D4.5 Wire 2 - #3 NONE 5066 10000 6379 10000 6-8" 4' - 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3087 7517 3272 6749 5' - 10" 4' - 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 2946 6886 3077 6225 6'- 8" 5' - 4" 5' - 0" Precast 2 - #2 2 - #4 NONE 3798 5096 2320 4485 7- 0" 6-8" 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 T- 8" 6' - 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 2715 4862 1856 4178 9' - 8" 8' - 4" 1 8'- 0" Precast 2 #2 2 - #4 NONE 1563 2400 1054 2235 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS _ GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. E DET. F DET. E& F DET. G 2' - 10" 1' - 6" Precast 2 - #2 2 - #2 NONE 2615 10000 10000 10000 3' - 6" 2' - 2" Precast 2 - #2 2 - #2 NONE 1609 6039 6093 10000 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 1186 4362 4416 10000 4' - 6" 3' -2" Precast 2 - #2 2 - #2 NONE 907 3408 3463 10000 4'- 8" 3'- 4" Precast (2) D4.5 Wire 2 - #3 NONE 4683 5137 5717 5717 5'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 2135 2569 2547 2547 6-10" 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 7-6" 6'- 2" Precast 2 - #2 2 - #4 NONE 1624 1624 1316 1483 7- 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 1921 1921 2035 2035 8'- 0" 6' - 8" Precast (2) D4.5 Wire 2 - #4 NONE 1792 1792 1862 1897 8'- 4" 7- 0" Precast (2) D4.5 Wire 2 - #4 NONE 1679 1679 1699 1776 8'- 6" 7 - 2" Precast 2 - #2 2 - #4 NONE 1352 1352 1014 1249 9' - 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 1110 '1114 835 1103 10' - 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 858 949 654 949 11'- 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 903 903 787 878 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 838 838 699 818 12'- 6" 1 V- 2" Precast 2 - #3 2 - #5 NONE 937 937 685 978 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 729 729 563 720 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 685 685 510 680 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE N.R. 1008 494 635 15- 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 916 453 603 17- 4" 16- 0" Prestressed 2 - #3 2 - #5 NONE N.R. 702 356 524 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 553 340 438 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 607 607 317 601 21' - 4" 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. 414 260 380 24' - 0" 22'- 8" Prestressed 2 - #4 2 - #5 NONE I N.R. 339-T 217 345 N.R. = NOT RECOMMENDED GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#SL (2)#5U A B DET. S DET. T DET. S& T DET. U 2'- 10" T - 6" Precast 2 - #2 2 - #2 NONE 9916* 10000* 9916* 9916* 3- 6" 2' - 2" Precast 2 - #2 2 - #2 NONE 6426* 9031* 7518* 7518* 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 1 4765* 7627* 6366* 6366* 4'- 6" 3'-2" Precast 2 - #2 2 - #2 NONE 3666* 6541* 5031* 5031* 4'- 8" 3- 4" Precast (2) D4.5 Wire 2 - #3 NONE 7220* 7220* 7220* 7220* 5'- 4" 4-0" Precast 2 - #2 2 - #3 NONE 4620 5780* 3513 5780* 5'- 10" 4' - 6" Precast 2 - #2 2 - #3 NONE 3800 6548 2915 5688 6'- 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 7376 10000 2332 4538 7- 6" 6-2" Precast 2 - #2 2 - #4 NONE 5433 7067 1743 3376 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 D4.5 Wre O 2 - #4 NONE 5892 7 13 1 4594 7410 8'- 6" T- 2" Precast 2 - #2 2 - #4 NONE 4159 5073 1357 2615 9' - 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 3405 4099 1129 2164 10'- 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 2645 3222 899 1710 1 T- 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 2868 2868 777 1470 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 2586 2586 698 1314 12'- 6" 1 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 1 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" 19 - 8" Prestressed 2 - #3 2 - #5 NONE 1538 1538 830 1511 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. �1168 454 896 22'- 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 1222 428 847 24'- 0" 22'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 1014 360 714 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#SU (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U A B DET. DJ DET. DK DET. DJ & OK DET. DL 3' - 8" 2' - 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 1152 3342 3386 3386 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 945 2817 2861 2861 4'- 2" 2' - 10" 2' - 6" Precast (2) D4.5 Wire 2 - #3 NONE 2681 4259 3838 3838 4'- 4" 3' - 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 786 2433 2477 2477 4'- 6" 3'- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 721 2277 2321 2321 4'- 8" 3'- 4" 3- 0" Precast (2) D4.5 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" 6- 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 7' - 6" 6'- 2" 6- 10" Precast 2 - #2 2 - #4 NONE 1192 1192 1012 1066 6' - 4" 6' - 0" I Precast (2) D4.5 Wire 1 2-#4 NONE 1346 1346 1225 1253 9' 8" 8'- 4" 8'- 0" 1 Precast 1 2 - #2 1 2 - #4 1 NONE 805 782 597 771 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L {1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DT DET. DU DET. DT & DU DET. DV 3' - 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 5544* 7411* 7440* 7440* 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 4564* 6696* 6725* 6725* 4'- 2" 2'- 10" 2' - 6" Precast (2) D4.5 Wire 2 - #3 NONE 7400* 7400* 7400* 7400* 4'- 4" 3'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 3820* 6102* 6131* 6131* 6" 3' - 2" 2' - 10" Precast 2 - #2 2 - #2 NONE 3513* 5833* 5862* 5862* 4' - 8" 3'- 4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 6073* 6250* 6250* 6250* 5' - 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3716 9710 4002 9749 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 T - 8" 6'- 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 3272 7319 2285 6226 9' - 8" 1 8' - 4" 1 8'- 0" 1 Precast -2- #2 2 - #4 NONE 1 1886 3192 1301 2982 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 16" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#SU (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2#5U A B DET. H DET. J DET. H& J DET. K 2'- 10" T - 6" Precast 2 - #2 2 - #2 NONE 4896* 6467* 4896* 4896* 3'- 6" 2' - 2" Precast 2 - #2 2 - #2 NONE 3114 8164 4439 8164* 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 2305 8020 3322 8987 4'- 6" 3'-2" Precast 2 - #2 2 - #2 NONE 1770 5743 2582 6353 4'- 8" 3-4" Precast (2) D4.5 Wire 2 - #3 NONE 6614 10000 9053 10000 5'- 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 3478 4460 1806 4275 5' - 10" 4-6" Precast 2 - #2 2 - #3 NONE 2863 3693 1499 3577 6'- 6" 5' - 2" Precast 2 - #2 2 - #4 NONE 3227 3227 1201 2939 T- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 2498 2498 900 2322 T- 8" 6- 4" Precast (2) D4.5 Wire 2 - #4 NONE 3071 3071 2916 3049 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 2831 2831 2651 2811 8' - 4" T - 0" Precast (2) D4.5 Wire 2 - #4 NONE 2625 2625 2421 2607 8'- 6" 7- 2" Precast 2 - #2 2 - #4 NONE 1946 1934 703 1922 9' - 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 1593 1674 586 1628 10'- 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 1329 1407 468 1285 11'- 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 1 1312 1312 406 1104 12'- 0" 10'- 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 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 1290 1 387 760 17' - 4" 16- 0" 1 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 1 445 24'-0" 1 22'- 8" Prestressed 2 - #4 2-#5 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)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (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* 1 8700* 4' - 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 5587* 8751* 7490* 7190* 4'- 6" 3' -2" Precast 2 - #2 2 - #2 NONE 4300* 7565* 5849* 5849* 4'- 8" 3- 4" Precast (2) D4.5 Wire 2 - #3 NONE 8194* 8194* 8194* 8194* 6-4" 4'- 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" 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 7- 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 5473 9564 6402 10000 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 4978 8706 5824 10000 8'- 4" 7- 0" Precast (2) D4.5 Wire 2 - #4 NONE 4546 7957 5320 10000 8'- 6" 7 - 2" Precast 2 - #2 2 - #4 NONE 3209 6742 1576 3044 9' - 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 2621 5257 1310 2519 10'- 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 2028 4007 1042 1989 11'- 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 3630 3552 872 1710 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 3191 3171 783 1476 12'- 6" 1 T- 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 1 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 1 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" Prestressed 2 - #4 2 - #5 NONE N. R. 1147 418 1 829 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 16" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#SU (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" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 4062 10000 7229 7229 4'- 4" 3' - 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 1758 4946 4361 4361 4' - 6" 3' - 2" 2' - 10" Precast 2 - #2 2 - #2 NONE 1616 4526 4016 4016 4'- 8" 3- 4" 3- 0" Precast (2) D4.5 Wire 2 - #3 NONE 3011 6797 5100 5100 5'- 8" 4'- 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 2698 2903 2586 2586 5'- 10" 4'- 6" 4' - 2" Precast 2 - #2 2 - #3 NONE 2533 2754 2461 2461 6' - 8" S- 4" 5' - 0" Precast 2 - #2 2 - #4 NONE 2360 2360 1921 1920 T- 0" 5'- 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 2175 2175 1733 1783 T- 6" 6-2" 5' - 10" Precast 2 - #2 2 - #4 NONE 1945 1945 1500 1610 T- 8" 1 6'- 4" 1 6'- 0" Precast (2) D4.5 Wire 2 #4 NONE 2214 2214 1780 1 1843 9' - 8" 1 8' - 4" 1 8'- 0" jPrecastj 2 - #2 2 #4 NONE 1250 1257 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 (1)95U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DW DET. DX DET. DW & 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" 1 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 T - 0" 5'-8" 5- 4" Precast 2 - #2 2 - #4 NONE 6918 9848 3029 7407 7- 6" 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 5971 8121 2621 6409 T- 8" 6'- 4" 6'- 0" Precast (2) D4.5 wire 2 - #4 NONE 3832 10000 2715 9482 9' - 8" 1 8'- 4" 1 8'- 0" Precast 1 2- #2 2 - #4 NONE 1 2211 4137 1546 3779 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE uuuuuu u UN uNuu u Tom r r r r r m � Ems M 0 i 1 it rr r: r r r r r r r r r r 1=0 Ems it rr r r r r DET• 'DQ' DET. 'DR' DET. '1)5' NOTE #l: (1) #4 MIN. REQUIRED FOR DEEP BEAM ONLY GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)95L (2) #5U A B DET. DM DET. DN DET. DM & DN DET. DP 3' - 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 3552 6213* 6213* 6213* 4'- 0" 2' - 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 2923 9877 5379 10000 4--2" 2' - 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 5444 10000 6633 10000 4' - 4" 3'-0" 2'- 8" Precast 2 - #2 2 - #2 NONE 2445 8288 4520 8262 4'- 6" 3--2" 2'- 10" Precast 2 - #2 2 - #2 NONE 2248 7632 4166 7332 4' - 8" 3' - 4" 3- 0" Precast (2) D4.5 Wire 2 - #3 NONE 4037 10000 4925 10000 5'- 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3711 4722 2542 4101 5' - 10" 4'-6" 4'- 2" Precast 2 - #2 2 - #3 NONE 3485 4417 2391 3858 6- 8" 5'- 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 3031 3382 1803 2977 7' - 0" 5' - 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 3240 3240 1627 2728 T- 6" 6- 2" 5' - 10" Precast 2 - #2 2 - #4 NONE 2845 2845 1408 2423 6'- 4" 1 6 - 0" Precast (2) D4.5 Wire 2 - #4 NONE 1 2163 3342 1425 2856 9' 8" 8'-4" 1 8'- 0" 1 Precast 2 - #2 2 #4 NONE 1 1241 1 1771 806 1633 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE SAFE LATERAL LOADS (PLF) 8" x 8" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE PLAIN SOLID DET. DA DET. DB 3' - 8" 2' - 4" 2'- 0" Precast 689 1185 4' - 0" 2'- 8" 2'- 4" Precast 570 979 4' - 4" 3'- 0" 2'- 8" Precast 479 823 4'- 6" 1 3' - 2" 2'- 10" 1 Precast 441 758 5' - 8" 4'- 4" 4' - 0" Precast 418 733 5' - 10" 4' - 6" 4--2" Precast 393 689 6'- 8" 5' - 4" 5' - 0" Precast 389 783 T- 0" 6- 8" 5'- 4" Precast 386 694 T- 6" 6'- 2" 5'- 10" Precast 334 601 9' - 8" 1 8' - 4" 8' - 0" 1 Precast 197 354 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE �®G ®1 011 r r- NOTE "1 TYPE DESIGNATION NOTE' DETAIL IT DETAIL ' DETAIL ,DV' DEMIX D • ' x' PET. `1211 P - PLAIN LINTEL / rQUANTITY OF #5 BAR AT S - SOLID LINTEL 1 I LOWER LINTEL CAVITY [8x16-P-1 L / 1 U] NOMINAL WIDTH J� L_ QUANTITY OF #5 BAR NOMINAL HEIGHT AT UPPER LINTEL CAVITY NOTE I r i4t O FF CC��pao CAA Q'S�A�S13C�'C'C R? DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 r o CD N zw O? Ln (n n M z (% M Q Ln J w LL n °y' ZH nQ MT U Q 00 Z WzC) Lu J 0 o 0 0 V) 0:� Lu Q m W LI..I Z J - � O m 5� L � > _ Lu Lu - U O Lu U Q � Q �L�uI� (D w Z�<� O Q C) CDQ U 1-0W Q 0:� N Q w W U 12 CM �O C'7 �O TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2020 LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. C 2020-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORI7ED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.12.17 1.00 6TH 11 (2017) FBC UPDATES 07.31.18 1.01 ELEV. A TRUSS LAYOUT REVISED 01.25.19 1,02 BEARING WALL NOTE CLARIFICATION 02.07.19 1.03 USE SIMPSON H10A ILO USP RT16A 06.12.19 1.04 ELEV. B. ADDED SALES OFFICE OPTION VERSION NO. 1.04 / 06.12.19 Ca il'F C,,CIO �a LO Lu co J �' z O Q w U Lu U 3 J C14 N W Luc W � � Lu Z 12 LLi I'll LJ Z L� ❑ W SHEET TITLE: QUALITY PRECAST LOAD TABLES SHEET INFORMATION: JOB NO.: 390743 DATE ISSUED: 05.14.20 DRAWN BY: JH REVIEWED BY: SG 292 E W 04 � J e� 11-01 I I I I I I I I I � I 1'-0' (TYP.) (TYP.) I I I I I 4'-0' ti� OFF -RIDGE �e VENT I in z I SLOPE 5:12 SLOPE 5:12 LILL I I I ,21 � I I I I U I I � I I I j � I I I NOTE: I FLASHING SHALL 13E INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIKCTION, AND AROUND ROOF OPENINGS. I I I I I I I I I I I I I I I I'-0' (TYP.) I `4l�Fl- o � y� ' Z � IS) It ------------------------------- — I I n n I SLOPE 5:12 I 0 I I � I I - I I I I I L--------------------------- I SCALE: I/8 =1-0 O ROOF VENT SCHEDULE O Verify with General Contractor all roof vent locations, quantities, and sizes. Roof vents shall be Installed for a minimum of vented area as listed below or equivalent system per 6TH ED, (2011) FRC, ReOb.2 Roof vents or Soffit Vent Mark Location equal system (sq. In.) (sq. in. RV I Roo f 823 823 SE 12 LAN FOR P SEE PLAN 8I -&11 HEEL_NCxT. TRUSSES 8 - � BRCS. NCxT. LU lY 2x FRAMING AS REQ. 2x4 (TYP) SEE PLANS FOR BEAM SIZE (2) 2x4 FRAMING STUCCO FINISH OVER MTL. LATHE 41/I6' OSB SHEATHING 4 FRAMING AS REQUIRED SEE PLANS FOR P05T SIZE POST TO CMU CONNECTOR REFER TO PLANS SE AN 2x4 SILL FRAMING 7-7 Ix4 (TYP.) �* 2xb (TYR) STUCCO FIN15H SEE FOUNDATION PLANS FOR FOOTER SIZE 0'-0" FIN. FLR. COLUMN DETAIL SCALE: I/2'=1'-0' ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5UBJECT 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. SEE SHEET 6 FOR T' MATERIAL INFO T. WINDOW ELEV. 6'-V V SCORED BAND —/ stucco FINISH SEE 6/35 FOR COLUMN DETAIL 4FIN15H FLOOR ELEV. 0'-0' 12 5 1 OFF -RIDGE VENT SHINGLE ROOF PER SPECS. Ilk SCALE: I/8'1+�1'-0' 5 �I�ILI�INC� SCION SCALE: 1/S'=1'-0' 4' 5CORED RAKE (TYP.) 5TUGCO FINISH SEE DET. 5/5NI FOR WEEP SCREED INFO RIDGE VENT THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FRC R103.1 STUCCO FINISH FRONT ELEVATION 11511 SCALE: 1/4'=1'-0' RIDGE VENT SEE DET 6/35 FOR COLUMN —,- F. FLOOR ELEV. V-0' RIDGE VENT EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGIRES5 CODES, IF THERE 15 NO ACCE55 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. SHINGLE ROOF PER SPECS. SHINGLE ROOF PER SPECS, RIDGE VENT /_ SHINGLE ROOF PER 5PEC5. STUCCO FINISH � � � ❑ SEE DET. B/SNI FOR — WEEP SCREED INFO SCALE: I/8'=1'-0' 12 -5 • STUCCO FINISH SEE DET. B/SNI FOR WEEP 5CREED INFO RIDGE VENT go '--SEE DET 6/315 FOR COLUMN T F. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THA- ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. Sb x T r�T f DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.donscoenginee(ing.com CA 25948 O 0 N Z w V) H � n O Z M kD M awe^ CL Z o Zmf- W Z� w J O O �O Q Q _w 1121:� m w w z O a:: 5� 0 L CL Q _ Q L w J� U Q LJJ U Q LU� r- 0 w Z I Q � Q U�� Q:� N Q w w U j 12 Cy') Q �o �1- TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. © 2020 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION.. ©2020-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED, REVISION: DATE DESCRIPTION 12.12.17 1.00 6TH ED.(2017) FBC UPDATES 07.31.18 1.01 ELEV. A TRUSS LAYOUT REVISED 01.25.19 1.02 BEARING WALL NOTE CLARIFICATION 02.07.19 1.03 USE SIMPSON H16A ILO USP RT16A 06.12.19 1.04 ELEV. B. ADDED SALES OFFICE OPTION VERSION NO. 1.04 / 06.12.19 f Cc D - set! (j Lr) Cal J Z O w U W U' j _¢I C r� LU #t W Z w Z Q 1-4 LLi LLi �w wCL Z ElW SHEET TITLE: ELEVATION "B" EXTERIOR ELEVATIONS & ROOF PLAN SHEET INFORMATION: JOB NO.: 390743 DATE ISSUED: 05,14.20 DRAWN BY: JH REVIEWED BY: SG 3B H i Typical 150-200 Amp Electrical Riser Diagram POWER CO. FEE 200A INDOOR PANEL CENTER #15 copper to lights & outlets METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp nect 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 SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. D MARTIAL ELECTRICAL FLAN = ELEVATION 11511 SCALE: 1/4'=I'-0' 1 ROUGH -IN FOR FANLIGHT FAN INSTALLED PER SPECS ROUGH -IN FOR FANLIGHT FAN INSTALLED PER SPECS ROUGH -IN FOR FANLIGHT FAN INSTALLED PER SPECS LJ W.P. 1 I1s�CfiRIC�� R�AN scALE: v4'=11-0' ELEC. METER ELECTRICAL <E*r �$ DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET .F.1. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET FO SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH _t3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE i0 RECESSED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE f� EXHAUST FAN Q, EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® SMOKE DETECTOR (SHALL BE INTERCONNECTED) ® SMOKE/CARBON MONOXIDE DETECTOR COMBINATION F< TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) Q THERMOSTAT UM ELECTRIC METER ELECTRIC PANEL ® CONCOURSE BOX DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c 1> ROUGH-N FOR OPT. CEILING FAN t7 J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH-N FOR OPT. CEILING FAN NOTES: I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERl1PTER5 (GFI) AS INDICATED ON PLANS, 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES t RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR SWITCHE5-42' OUTLETS-14' TELEPHONE-14' TELEVISION-14' 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. SMOKE DETECTORS SHALL BE LABELED IN ACCORDANCE WITH UL 211 AT TIME OF FINAL INSPECTION. 4. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON A AFL.I. PROTECTED CIRCUIT. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WOW IS IN FULL COMPLIANCE WITH 2O14 REL., 6TH ED. (2011) FBC, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ARG FAULT RECEPTACLES IN ALL BEDROOMS PER 2014 NEC. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MCI VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO 13E USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 5x� Y I a#gbaoa#oa�x�.a#o#A�#po#oa I� , DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 o 0 N EZW OD� o^ z�NMt�p a�JULU) � f Zla—aar%� a o Z� Wz� w J 0 o t.o 0 C� � LLJ Q co w Lu z Q w = w _ U �011'=u Z W Z Q`Oa_ o U�0 N Q w Lu U M Q �o dCy') ' 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. © 2020 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. © 2020-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12 12 17 1 00 6TH ED. (2017) FBC UPDATES 07.31.18 1.01 ELEV. A TRUSS LAYOUT REVISED 01.25.19 1.02 BEARING WALL NOTE CLARIFICATION 02.07.19 1.03 USE SIMPSON H10A ILO USP RT16A 06.12.19 1.04 ELEV. B. ADDED SALES OFFICE OPTION VERSION NO. 1.04 / 06.12.19 SHEET TITLE: ELECTRICAL PLAN SHEET INFORMATION: JOB NO.: 390743 DATE ISSUED: 05.14.20 DRAWN BY: JH REVIEWED BY: SG 4 �_O O r— O C,4 i 00 I - CV USP CONNECTION CHART CONNECTION QTY. CONN. CAPACITY (Ibs) FASTENERS" PER CONN. HTA20 1 1870 9-1Od 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 RE51PON5161LITY To REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDINGS CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDINGS CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION 13EFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHA%ES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. I R = 1980• U = 131V USP WTA20 USP HTA20 (INSTALLED TO THIS SIDE OF GIRDER 51MP50N HIOA a EA. TRJ58 e BEAM (TYP.) NO —1 J USP HTA20 a EA TRU85 U U g MASONRY (TYP.) H H Q Q ccu N-a cu CU � L GIRDER ...................................... -------------------- J 3 USP WTA20 a EA TRUSS e MA50NRY (TYPJ I w I z I I o co 0 I 2/12 VAULT CLG,_ 9'-4' CEILING 8'-0' CEILING I � I U I I I � I I � O -- z 3 — — z a w w if 0 OD 8'-0' CEILING 9'-4' CEILING 8'-0' CEILING -- A w 1 Z) A 8'-0' CEILING LY W Y U w a USP HTA20 a EA. TRUSS 9'-4' CEILING ' + MASONRY (TYP.) X AH N CHASE 9'-4' CEILING u _ a z H z H Z O C3 -- U5P WTA20 D (51M. W/ USP RTIbM U5P HTA20 g5 R = 4804• R = 3069" ILO WGAM10) U = 1619" I U = 1066; U5P HTA20 2x4 5YP 02 SCAB ATTACHED SHEATHE ROOF TO TOP CHORD W/ 10d NAILS PRIOR TO OVER BUILD a 6' OC. ST LLI a Q — D S5 e - USP HTA20 a EA TRI55 is MASONRY (TYR) HTA20 e EA \qu—!MA50NRT 8'-0' CEILING e (TYP.) 51MP50N HIOA e . E TRUSS 0 BEAM (TYP.) ROOF FRAMING FLAN 1 SCALE: 1/4' =1'-0' (SIM. W/ BEAM ILO 4 FRAME WALL) 85 5'-4' 31'-4' 20'-0' -- — 30'-0' R = 6620 U = 13150 U5P HTA20 P 0 v LIEN IQ TRU55 FRAMING NOTE5 N U5P HTA20 , ALL CONNECTIONS PER U5P CATALOGS (LATEST EDITION) - (INSTALLED TO U.N.O. CONTACT ENGINEER FOR ALTERNATE CONNECTIONS THI5 51DE OF GIRDER) e PRE-ENGINEERED WOOD TRUSSES SPACED s 24' O/C TYPICAL, UNLE55 NOTED OTHERW15E SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF 3 INFORMATION. 4 TRU55 TO TRU55 ATTACHMENT PER TRUSS MANUFACTURER �• UPLIFT VALUE5 SHOWN ARE CALCULATED BASED ON CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM TRJ55 MANUFACTURER'S VALUES IF THE CONTRACTOR, TRJ55 MANUFACTURER, OR OTHER DE51GN PROFESSIONALS REVISE THE SHOWN INFORMATION, DAN5C0 ENGINEERING, LLC 15 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH DE51GN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT. r s n �,..Nils 4 1 < 3 P SLV o'3aia it PO{l P'a'R P�kR # �OC R, PP' DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 LO O 0 nl zW V) OV)^ 0 r) Ln m N d tun)J Lu �- a z Q a M 00 z cm W zLU w J O O �O 0 V LU Q m w w Z ::D O m Q Lu J U WC) Z X Q Q �Uj `! w Z '� �" p aa< O v 4 U 1-0 C-1 E Q LU Lu U J M � cO Q co 1-0 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. © 2020 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 52020-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 6UTH ED. PDATES(2017) FBC 07.31.18 1.01 ELEV. A TRUSS LAYOUT REVISED 01.25.19 1.02 BEARING WALL NOTE CLARIFICATION 02.07.19 1.03 USE SIMPSON HIOA ILO USP RT16A 06.12.19 1-04 ELOFFICEV. BE. SALES OAPTIODDEND VERSION NO. 1.04 / 06.12.19 ��. < 0 §�ael;�myf+ ,n v Y i � O w Ca J z o w U W U 3 � �� W � w Z Q LLI LL.I Z ❑ W SHEET TITLE: ROOF FRAMING PLAN ELEVATION "B" SHEET INFORMATION: JOB NO.: 390743 DATE ISSUED: 05.14.20 DRAWN BY: JH REVIEWED BY: SG 5B SPEGIFIGATIONS I. I. GONSTRUGTION I. I. 1. AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL GONGRETE 1. 1.2. A5CE5/AGI 550-15, TM5 402-16 & ASGE6/AGI 550.1-15, TMS 602-I6 5PEGIFIGATION5 FOR MASONRY STRUCTURES. 1. 1.5. ASTM G270-12a, G416-10, AND Gq0-14 5PEGIFIGATION5 FOR MASONRY STRUCTURES I. I. 4. NATIONAL DESIGN SPEGIFIGATIONS (ND5) FOR HOOD GONSTRUGTION, 2015 EDITION, AND ALL AGGOMPANYING SUPPLEMENTS. I. 1.5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), bth EDITION (2017) I. I. 6. "MANUAL OF STEEL GONSTRUGTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL GON5TRUGTION, (A15G) I. I. 7. "DESIGN 5PEGIFIGATION FOR LIGHT METAL PLATE GONNECTED HOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TPI 1-14. 1.2. DESION : 1.2. 1. AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL GONGRETE I. 2. 2. A5GE5/AGI 530-13, TM5 402-16 4 A5GE6/AGI 530.1-13, TMS 602-I6 SPEGIFIGATION5 FOR MASONRY STRUCTURES. I. 2. 3. A5TM G270-12a, G476-10, AND GGO-14 SPEGIFIGATION5 FOR MASONRY STRUGTURE5 I. 2. 4. NATIONAL DESIGN SPEGIFIGATIONS (ND5) FOR WOOD GON5TRUGTION, 2015 EDITION, AND ALL AGGOMPANYING SUPPLEMENTS. I. 2. 5. PLYWOOD DESIGN 5PEGIFIGATION5 (APA) I. 2. 6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2017) I. 3. SHOP DRAWINOS : I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS 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 GON5TRUGTION. I. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAHIN65 ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INGLUDE : DRAWINGS AND GALGULATION5, REACTIONS AND BEARING POINTS, BRAGING REQUIREMENTS, AND GONNEGTION5 TO SUPPORTING TRU55 MEMBERS. 2. DESION LOADS THIS STRUCTURE HAS BEEN DESIGNED IN AGGORDANGE WITH THE 6th ED. (2017) FLORIDA BUILDING CODE, RESIDENTIAL BUILDING CATEGORY: II 2. I. DEAD LOADS ROOF TILE (TC=15P5F, BG=IOPSF) 25PSF ASPHALT SHINGLE (TG=7P5F, BG=IOP5F) 17PSF METAL (TG=IOPSF, BG=IOPSF) 2OP5F FLOOR TILE (GERAMIG, 1/2" MORTAR BED) 25PSF GARPET OR WOOD 15P5F 2. 2. L I VE LOADS ROOF 20PSF FLOOR ONE- AND TNO-FAMILY DWELLINGS UNINHABITABLE ATTIC, NO STORAGE IOP5F UNINHABITABLE ATTIC, LIMITED STORAGE 20PSF HABITABLE ATTICS, SLEEPING AREAS 30PSF OTHER 40P5F EXTERIOR DEGK5 SAME AS OGGUPANGY SERVED RAILING - NONGONGURRENT 50PLF OR 20OLB LIVE LOAD REDUCTIONS PER CODE 2. 3. ROOF SNOW LOAD DATA: GROUND SNON LOAD, Pg = N/A 2. 4. WIND LOADS : BASIG HIND SPEED, V (3-SEC GUST) 140MPH (Vasd=108MPH) HIND EXPOSURE G INTERNAL PRE55URE GOEFFIGIENT +/-0.16 G8G DE51ON PRESSURE SEE PLAN HIND BORNE DEBRIS PROTEGTION SHUTTER/IMPAGT GLA55 2. 5. SEISMIC, DESION DATA: SEISMIC, IMPORTANCE FACTOR, 1, 1.0 SEISMIC, RISK CATEGORY 11 MAPPED SRA, 55, 51 N/A SITE GLASS A DESIGN SRG, SDS, SDI N/A SEISMIC, DE516N GATEGORY N/A BASIC, 5FR5 MASONRY HALLS DESIGN BASE SHEAR, (UNFAGTORED) N/A SEISMIC, RESPONSE GOEFFIGIENT, GS N/A RESPONSE MODIFIGATION FACTOR, R N/A ANALY515 PROGEDURE ELF 2. b. FLOOD DESION DATA: DATUM NAVDbB FLOOD ZONE "X" BASE FLOOD ELEVATION: N/A LONE5T PROP05ED FLOOR ELEVATIONS N/A 3. DEFLEGTIONS LIVE LOAD 1-/360 TOTAL LOAD L/240 4. MATERIALS 4. 1. RE I NFORG I NO STEEL 4. I. I. REINFORGING STEEL SHALL BE ASTM A615/A615M-011 GRADE 40, f'y = 40 K5i 4. 1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15" 4. 1.5. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORGING ARE TO THE GENTERLINE OF EACH BAR EXCEPT WHERE THE GOVER DIMENSION 15 SHOWN TO THE FACE OF THE GONGRETE. 4. 1.4. REINFORGING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1.5. REINFORGING MEGHANIGAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1.6. DESIGN COVER REQUIREMENTS : G-I-P GONGRETE FORMED AGAINST EARTH 3" G-I-P GONGRETE EXPOSED TO EXTERIOR : 2" G-I-P GONGRETE NOT EXPOSED V2 GROUT FILLED MASONRY : 3/4 4. I. 7. NELDED HIRE FABRIC, (NHF): A1064/A1064M-160 4. I. 8. DETAIL REINFORCEMENT IN AGGORDANGE WITH AGI 515-LATEST EDITION. 4. 2 4.3 4.5 GONCRETE : 4. 2. I. MODULES OF GONGRETE TYPE MIN. 28 DAY DESIGN (f'c) ELA5TIGITY DESIGN (E) G-I-P GONGRETE (NORMAL WEIGHT) 2,500 Psi 2,850 K5i G-I-P GONGRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 5,000 Psi 3,122 K5i G-I-P GROUT 3,000 Pal 5,122 K5i 4. 2. 2. GONGRETE SHALL GON515T OF I" MAXIMUM AGGREGATE GONGRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPEGIFIGATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) GONGRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPEGIFIGATION5 FOR ADDITIONAL CRITERIA. 4. 2. 4. GONSTRUGTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF GONGRETE FORMING, PLAGEMENT AND GURING SHALL BE GONDUGTED IN AGGORDANGE WITH THE 5PEGIFIGATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXGLUDING EXTERIOR NALKHAY5 a DRIVEWAYS) 3 1/2" MIN. THIGKNE55 H/ MIN. REINFORCEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 NNF IN TOP OF 1-1/2" OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. HNF GONTRAGTORS DI5GRETION. 4. 2.7. GONGRETE PLAGEMENT PRAGTIGES SHALL BE IN AGGORDANGE H/ ALL AGI- MGP 2017 STANDARDS. CONCRETE MASONRY : 4. 3. I. FILLED GELLS H/ (1) #5 BAR SHALL BE LOGATED PER PLAN. 4. 3. 2. LOAD BEARING GONGRETE MASONRY BLOCK SHALL BE A5TM CGO-14, TYPE II NON -MOISTURE GONTROLLED. 4. 3. 3. ALL CELLS 4 GAVITIES BELOW GRADE HILL BE FILLED Al GONGRETE IN ALL STEM HALLS 4. 3. 4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM 4. 5. 5. METHOD OF GONGRETE MASONRY PLAGEMENT AND GONSTRUGTION SHALL BE GONDUGTED IN AGGORDANGE WITH THE SPEGIFIGATION5 AS STATED. 4. 3. 6. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY GONSTRUGTION. 4. 3. 7. MASONRY ROUGH OPENING MAY VARY IN THE GRO55 SEGTION DIMENSION OR ELEVATION DIMENSION SPECIFIED ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER SEGTION R606.3.1.1 STRUCTURAL LUMBER : 4. 4. 1.1. INTERIOR LOAD BEARING HALLS 5PF STUD OR BETTER, fb = 675 PSI, E = 1200 Ksl ALL EXTERIOR FRAMING 5PF #2 OR BETTER, fb = 875 PSI, E = 1,40OKS1 4. 4. 1.2. ALL FRAME HALLS TO BE GONSTRUGTED USING 5PF , STUD QUALITY OR BETTER, UNLESS NOTED OTHERWISE 4. 4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLIGATION5 SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 3. ALL PLYWOOD USED FOR INTERIOR APPLIGATIONS SUGH AS SUB FLOORING AND SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 4. IF OSB BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE SIMILAR OR GREATER 5EGTION PROPERTIES. 4. 4. 5. ONLY 5TRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN GONTAGT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4. 4. 6. WHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE MANUFACTURER 15 TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4. 4. 7. DESIGN, FABRICATE AND EREGT HOOD TRUSSES IN AGGORDANGE WITH THE "DESIGN SPEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRUSSES" BY THE AN51/TPI 1-14, BG51 2015 4. 4. 8. UNTREATED HOOD SHALL NOT BE IN DIRECT GONTAGT WITH GONGRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS NITHOUT WOODEN TOP PLATES. 4. 4. g. ALL EXTERIOR FRAME HALLS SHALL BE STUGGO FINISH AND SHALL BE APPLIED IN STRIGT AGGORDANGE HITH THE FRG SECTION R703.7.2 AND HITH A5TM Gg26 INCLUDING THE REFERENCE IN ASTM Gg26 SECTION 8 TO SEGTION XI.4.2 OF THE APPENDIX - 7/8" TOTAL THIGKNE55 APPLIED IN THREE LAYERS (3/8" - 3/8" - 1/8") OVER METAL LATH OVER HATER RESISTIVE BARRIER. THE HATER RESISTIVE BARRIER SHALL INCLUDE A HATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO THO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUGH THAT EAGH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND SHALL BE ATTACHED DIREGTLY TO THE SHEATHING OVER FLASHING INSTALLED IN AGGORDANGE HITH THE APPLIGABLE BUILDING CODE AND MANUFACTURER'5 5PEGIFIGATIONS. GURING TIME FOR 3-GOAT STUGGO, EACH GOAT SHALL BE KEPT IN A MOIST 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 SOONER THAN 7 DAYS AFTER THE APPLIGATION OF THE 2ND GOAT. UNLESS APPLIGATIONS INSTALLED IN AGGORDANGE WITH ASTM Gg26 INCLUDING THE REFERENGE IN A5TM Gg26 SEGTION 8 TO SECTION XI.4.2 OF THE APPENDIX 4. 4. 10. INSTALLATION OF EXTERIOR LATHING 6 FRAMING SHALL GOMPLY TO ASTM C 1065 PER FLORIDA RESIDENTIAL CODE R703.7.1 4.4. 11. FIELD GUT ENDS, NOTGHES AND DRILLED HOLES OF PRESERVATIVELY TREATED HOOD SHALL BE TREATED IN THE FIELD IN AGGORDANGE HITH AHPA M 4 FASTENERS AND TIE DOWNS : 4.5. I. FASTENERS AND TIE DONNS SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, GHANNELS : ASTM A36/36M 08 Fy = 36 K5i ROUND METAL PIPE : ASTM A53/A53M-12, GRADE B Fy = 35 K51 SQUARE METAL TUBING : ASTM A500-13, GRADE B Fy = 461<5i HIGH STRENGTH BOLTS : ASTM A325-14 MACHINE BOLTS : GALVANIZED ASTM A307-12 4. 5. 2. SHEET METAL AGGESSORIES SHALL CONFORM TO : Fy = 33K5iHITH GGO GALVANIZED GOATING IN AGGORDANGE WITH ASTM A525-g3. 4. 5. 3. NAILS SHALL CONSIST OF : COMMON HIRE NAILS HITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131 ", IOd = 0.148", 12d = 0.148", I bd = 0.162" 4. 5. 4. ALL FASTENERS AND TIE DOHNS EMBEDDED IN GONGRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI-GORR051VE GOATING BY MANUFAGTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOHN5, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRU55 STRAPPING ARE TO BE INSTALLED IN AGGORDANGE HITH THE PLANS AND SPEC, IFIGATI ONS. 4. 5. 7. GONGRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE NET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPAGING 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. GONGRETE EMBEDDED TIE DONNS USED FOR TRUSS AND HALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORGING PRIOR TO OR NHILE PLAGING GROUT. 4. 5. g. POST -INSTALLED ANGHORS INTO CONCRETE I. POST -INSTALLED ANGHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE GONSTRUGTION DOGUMENTS. THE GONTRAGTOR SHALL OBTAIN APPROVAL FROM DANSGO ENGINEERING, LLG PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLAGED GA5T-IN-PLACE ANGHOR5. 2. CARE SHALL BE TAKEN IN PLAGING POST -INSTALLED ANCHORS TO AVOID GONFLIGT5 HITH EXISTING REBAR. 5. HOLES SHALL BE DRILLED AND GLEANED IN AGGORDANGE HITH THE MANUFACTURER'S PRINTED INSTRUGTIONS (MPII). 4. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN TH05E 5PEGIFIED BELCH SHALL BE SUBMITTED BY THE GONTRAGTOR TO DE ALONG WITH GALGULATIONS THAT ARE PREPARED ff SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUGT 15 GAPABLE OF AGHIEVIN5 EQUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE 5PEGIFIED PRODUGT U51NO THE APPROPRIATE DE51ON PROGEDURE AND/OR STANDARD(5) AS REQUIRED BY THE FLORIDA BUILDING CODE. 5. PROVIDE PERIODIC, 5PEGIAL INSPECTION FOR THRESHOLD BUILDINGS FOR ALL ADHESIVE AND MEGHANIGAL ANGHORS PER THE PRODUCT'S FLORIDA PRODUGT APPROVAL. 6. GONTAGT MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND INSTALLATION OF ANGHORS AND FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY. GALL SIMPSON STRONG -TIE AT (500) qqg-5Ogq. GALL HILTI AT (866) 445-8827. 7. MEGHANIGAL ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH AGI 555.2 AND IGG-ES AGM5 FOR GRAGKED AND UNGRAGKED CONCRETE REG05NITION. PRE -APPROVED MEGHANIGAL ANGHORS INGLUDE: A) SGREN: SIMP50N STRONG -TIE "TITEN-HD" OR HILTI "KHIK HUS-EZ" B) EXPANSION: SIMPSON STRONG -TIE "STRONG -BOLT 2" OR HILTI "KHIK BOLT TZ" 8. ADHESIVE ANGHORS SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH AGI 555.4 AND IGG-ES AG308 FOR GfRAGKED AND UNGRAGKED CONCRETE REGOGNITION. ADHESIVE ANCHORS SHALL BE INSTALLED IN GONGRETE HAVING A MINIMUM AGE OF 21 DAYS PER AGI 318-14 D.2.2. HOLES SHALL BE DRY AT THE TIME OF INSTALLATION. ADHESIVES SHALL HAVE MAX. IN-SERVIGE SHORT-TERM TEMPERATURE OF 150°F, AND MAX. IN-5ERVIGE LONG-TERM TEMPERATURE OF 110°F (AGI 50 DA.2.10. PRE -APPROVED ADHESIVE ANGHORS INGLUDE: A) EPDXY: SIMPSON STRONG -TIE "SET-XP" OR HILTI "HIT -RE 500-SD" B) FAST CURE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 200" 4.5. 10. POST -INSTALLED ANCHORS INTO MASONRY I. MEGHANIGAL ANGHORS INSTALLED IN SOLID -GROUTED GONGRETE MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-ES AGOI OR AG106. PRE -APPROVED MEGHANIGAL ANGHORS INGLUDE: A) SGREN: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KHIK HUS-EZ" B) EXPANSION: SIMPSON STRONG -TIE "STRONG -BOLT 211, "WEDGE -ALL" OR HILTI "KHIK BOLT 3" 2. ADHESIVE ANCHORS INSTALLED IN SOLID -GROUTED CONCRETE MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE WITH IGG-E5 AG58. PRE -APPROVED ADHESIVE ANGHOR5 INGLUDE: A) EPDXY: SIMPSON STRONG -TIE "SET-XP" B) FAST CURE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 70" 3. ADHESIVE ANGHOR5 INSTALLED IN HOLLON CONCRETE MASONRY d UNREINFORGED GLAY BRICK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AG58 OR AG(90, RESPEGTIVELY. PRE -APPROVED ADHESIVE ANGHORS INGLUDE: A) SIMPSON STRONG -TIE "SET" OR HILTI "HIT-HY 70" 4. THE APPROPRIATE SCREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANGHORS INSTALLED IN HOLLOW GONGRETE MASONRY OR UNREINFORGED CLAY BRICK MASONRY AS REQUIRED BY THE ADHESIVE MANUFAGTURER. 4. 6. MICRO -LAM LUMBER: 4. 6. 1. MIGRO-LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,g5O P51 Ft = 1,850 PSI Fr_ = 500 PSI (PERPENDIGULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 P51 4.1. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL EREGT-OR. 4.1 2. FABRICATE AND EREGT ALL STRUCTURAL STEEL IN AGGORDANGE WITH A.I.S.G. "5PEGIFIGATION FOR THE DESIGN, FABRIGATION, AND EREGTION OF STRUCTURAL STEEL FOR BUILDIN05". 4.1. 3. STRUG I_URAL STEEL: A5TM A36/36M 08. 4. -t. 4. STEEL TUF3ING: A5TM A500-10, GRADE B. 4. -I. 5. WELDED GONNEGTIONS: E70XX ELECTRODES, MINIMUM 51ZE FILLET WELDS 5/16", AH5 GERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EAGH SIDE OF THE HEB, OF A THICKNESS EQUAL TO BEAM FLANGE THIGKNE55, LOCATED AT THE GENTER LINE OF THE TUBE GOLUMN. 4. 7. 7. THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE GONTRAGTOR UNTIL REQUIRED GONNEGTIONS OR ELEMENTS ARE IN PLACE. 4. 0. SOIL: 4. 8. I. THE FOOTING 15 DESIGNED BASE ON 2000 PSF SOIL BEARING PRESSURE. GONTRAGTOR/ONNER SHALL VERIFY 501L BEARING PRE55URE OF THE PROPOSED SITE. 4. 8. 2. ALL 501L 15 TO BE GLEAN $ POISONED FOR TERMITES PER FBG 6TH EDITION (2017) RESIDENTIAL SECTIONS R318.1, R318.2, R318.3, ff R318.7 TERMITE PROTEGTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT • 501L GHEMIGAL BARRIER METHOD • OTHER TREATMENT - MUST 5PEGIFY PROPOSED METHOD AND SUBMIT DOGUMENTATION, NHIG SUBSTANTIATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTEGTION SYSTEM OR METHOD. IF GHEMIGAL SOIL TERMITE TREATMENT IS USED I. FBG 105.11- "A PERMANENT SIGN WHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-IN5PEGTION AND TREATMENT GONTRAGT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE HATER HEATER OR ELEGTRIG PANEL" 2. GONDENSATE AND ROOF DOHNSPOUTS SHALL DISGHARGE AT LEAST 1'-0" AWAY FROM THE BUILDING SIDE HALLS. 3. IRRIGATION/5PRINKLER SYSTEMS INCLUDING ALL R15ER5 AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN I'-0" OF THE BUILDING 51DE WALL. 4. FBG R318.7 - IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, GLEARANGE BETWEEN EXTERIOR WALL GOVERINNS AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING WALL NOT BE LESS THAN 6 INGHES (152 MM) EXGEPTION5: I. PAINT OR DEGORATIVE GEMENTITIOU5 FINISH LESS THAN 9 INGH (17.1 MM) THICK ADHERED DIREG"FLY TO THE MASONRY FOUNDATION SIDEHALL. 2. AGGESS OR VEHICLE RAMPS WHIGH RISE TO THE INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH RAMPS ONLY. 3. A 4-INGH (102 MM) INSPEGTION 5PAGE ABOVE PATIO AND GARAGE SLABS AND ENTRY AREAS. 4. IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE FINISH ELEVATION MAY MATGH THE BUILDING INTERIOR FINISH FLOOR ELEVATIONS ON MASONRY GONSTRUGTION ONLY. 5. MASONRY VENEERS GONSTRUGTED IN AGGORDANGE WITH 5EGTION R316.4. 5. R.318.1.1 IF 501L TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL GHEMIGAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXGAVATION, BAGKFILLING AND GOMPAGTION 15 GOMPLETE. 6. R318.1.2 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 501L AREA DISTURBED AFTER INITIAL GHEMIGAL SOIL TREATMENT SHALL BE RETREATED WITH A GHEMIGAL SOIL TREATMENT INCLUDING SPAGES BOXED OR FORMED. 7. R318.1.3 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN GONGRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC, OR METAL PERMANENTLY PLACED FORMS OF SUFFIGIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANGE AFTER INITIAL GHEMIGAL SOIL TREATMENT. 6. 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 PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OGGURS BEFORE VAPOR RETARDER PLAGEMENT, RETREATMENT 15 REQUIRED. ANY NORK, INCLUDING PLAGEMENT OF REINFORGING STEEL, DONE AFTER GHEMIGAL TREATMENT UNTIL THE CONCRETE FLOOR 15 POURED, SHALL BE DONE IN SUGH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. q. R318.1.5 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GONGRETE- OVERPOUR OR MORTAR AGGUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER. SHALL BE REMOVED PRIOR TO EXTERIOR GHEMIGAL SOIL TREATMENT, TO ENHANGE VERTICAL PENETRATION OF THE GHEMIGAL5. 10. R318.I.6, IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GHEMIGAL 501L TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR GONGRETE OF GRADE WITH 1 FOOT (505 MM) OF THE PRIMARY 5TRUGTURE SIDENALL5. ALSO, A VERTICAL GHEMIGAL BARRIER SHALL BE APPLIED PROMPTLY AFTER GONSTRUGTION 15 GOMPLETED, INGLIIDING INITIAL LANDSCAPING AND IRRI6ATION/5PRINKLER INSTALLATION. ANY SOIL DISTURBED AFTER THE GHEMIGAL VERTIGAL BARRIER 15 APPLIED SHALL BE PROMPTLY RETREATED. II. R318.17 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTION R318.I.I, THROUGH 5EGTION R318.1.6 DO NOT APPLY; HONEVER, A SIGNED GONTRAGT ASSURING THE INSTALLATION, MAINTENANGE AND MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS FROM THE I55UE OF THE GERTIFIGATE OF OCGUPANGT` 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 DIREGTIONS FOR U5 REQUIRE A MONITORING PHASE PRIOR TO INSTALLATION OF THE PE5TIGIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE MONITORING PHASE GOMPONENTS SHALL BE DEEMED TO CONSTITUTE INSTALLATION OF THE SYSTEM. 12. R318.1.8 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A HOOD TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5EGTIONS R316.1.1 THROUGH R318.1.6 DO NOT APPLY. APPLICATION OF THE HOOD TREATMENT TERMITIGIDES SHALL_ BE AS REQUIRED BY LABEL DIREGTION5 FOR USE, AND MUST BE GOMPLETED PRIOR TO FINAL_ BUILDING APPROVAL. 15. F-318J TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITIGIDES, INCLUDING SOIL APPLIED PESTIGIDES, BAITING SYSTEMS, AND PE5TIGIDES APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEH GONSTRUGTION. SEE SEGTION 202, REGISTERED TERMITIGIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFIGATE OF GOMPLIANGE SHALL BE 155UED TO THE BUILDING DEPARTMENT BY THE LIGENSED PEST CONTROL COMPANY THAT GONTAIN5 THE FOLLOWING STATEMENT: "THE BUILDING HAS REGEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE HITH RULES AND LAH5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRIGULTURE AND CONSUMER SERVIGE5." 14. R315.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLULOSE-GONTAININ6 MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM NALL THICKNESS OF 0.010 INGH (0.25 MM), AND BE SEALED HITHIN THE SLAB USING A NON-GORRO51VE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDES SHALL BE APPLIED INSIDE THE SLEEVE. 15. R318.3 GLEANING. GELLS AND GAVITIES IN MASONRY UNITS AND AIR GAPS BETWEEN BRICK, STONE OR MASONRY VENEERS AND THE 5TRUGTURE SHALL BE GLEANED OF ALL NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE HOOD, OR OTHER GELLUL05E-GONTAININ6 MATERIAL PRIOR TO GONGRETE PLAGEMENT. EXGEPTION: INOROANIG MATERIAL MANUFAGTURER FOR GLO5ING GELLS IN FOUNDATION CONCRETE MASONRY UNIT GON5TRUGTION OR GLEAN EARTH FILL PLACED IN GONGRETE MASONRY UNIT VOIDS BELOW SLAB LEVEL BEFORE TERMITE TREATMENT 15 PERFORMED. 4. b .3. SOIL 15 TO BE GOMPAGTED TO q5% MODIFIED PROGTOR AS DEFINED BY ASTM D 1557-I2el NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. OR SENTRIGON SYSTEM TO BE USED 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-GOR" PRODUCT OR 5EI TRI SON SYSTEM, - C T , METHODS MUST BE DETERMINED AT PERMIT STAGE . 2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. REG2U I RED SAFETY OLAZ I NC IN HAZARDOUS LOGATI ONS SAFETY GLAZING (RE: FRG R308.4) R308.4 HAZARDOUS LOGATION5. THE FOLLOWING SHALL BE GONSIDERED SPEGIFIG HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING: 1. GLAZING IN ALL FIXED AND OPERABLE PANELS OF 5HINGING, SLIDING AND BIFOLD DOORS. EXGEPTI ON5: I. GLAZED OPENINGS OF A 51ZE THROUGH NHIGH A 3-INGH DIAMETER (76 mm) SPHERE 15 UNABLE TO PASS. 2. DEGORATIVE GLAZING. 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJAGENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 INGHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: I. WHERE THE GLAZING 15 WITHIN 24 INGHES (610 MM) OF EITHER 51DE OF THE DOOR IN THE PLANE OF THE DOOR IN A GL05ED POSITION. 2. HHERE THE GLAZING IS ON A HALL PERPENDIGULAR TO THE PLANE OF THE DOOR IN A GL05ED POSITION AND HITHIN 24 INGHES (610 MM) OF THE HINGE SIDE OF AN IN -SWINGING DOOR. EXGEPTI ON5: I. DEGORATIVE GLAZING. 2. HHERE THERE 15 AN INTERVENING HALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. HHERE AGGE55 THROUGH THE DOOR 15 TO A CLOSET OR STORAGE AREA 3 FEET (q14 MM) OR LESS IN DEPTH. GLAZING IN THI5 APPLICATION SHALL COMPLY HITH SEGTION R308.4.3. 4. GLAZING THAT 15 ADJAGENT TO THE FIXED PANEL OF PATIO DOORS 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE HINDON THAT MEETS ALL OF THE FOLLOWING GONDITION5: I. THE EXP05ED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN q SQUARE FEET (0.836m'); AND 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INGHES (457 mm) ABOVE THE FLOOR; AND 3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INGHES (qI4 mm) ABOVE THE i=LOOR; AND 4. ONE OR MORE WALKING SURFACE ARE HITHIN 36 INGHES (qI4 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXGEPTI ONS: I. DEGORATIVE GLAZING. 2. HHEN A HORIZONTAL RAIL 15 INSTALLED ON THE AGGES5IBLE SIDE(5) OF THE GLAZING 34 TO 38 INGHES (846 TO q65) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF HITH5TANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/m) HITHOUT GONTAGTING THE OLA55 AND BE A MINIMUM OF 1 1/2" INGHES (38 mm) IN CROSS SECTIONAL HEIGHT. 3. OUTBOARD PANE5 IN INSULATING GLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS WHEN THE BOTTOM EDGE OF THE OLA55 IS 25 FEET 0620 mm) OR MORE ABOVE GRADE, A ROOF, WALKING SURFAGE5 OR OTHER HORIZONTAL (HITHIN 45 DEGREES (OA7 RAD) OR HORIZONTAL) 5URFAGE ADJAGENT TO THE OLA55 EXTERIOR. 4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING 5URFAGE. INCLUDED ARE STRUGTURAL BALUSTER PANELS AND NONSTRUGTURAL INFILL PANELS. 5. GLAZING IN HALLS, ENGLO5U1RE5 OR FENGES GONTAINING OR FAGING HOT TUBS, SPAS, HHIRLPOOL5, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SHIMMING POOLS HHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 INGHES (1524 MM) MEASURED VERTIGALLY ABOVE ANY STANDING OR NALKING SURFAGE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THI5 SHALL APPLY TO SINGLE GLAZING AND EAGH PANE IN MULTIPLE GLAZING. EXGEPTION: GLAZING THAT 15 MORE THAN 60 INGHES (1524 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE HATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SHIMMING POOL OR FROM THE EDGE OF A 5HOHER, SAUNA OR STEAM ROOM. 6. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LE55 THAN 36 INGHES (qI4 MM) ABOVE THE PLANE OF THE ADJAGENT WALKING 5URFAGE OF 5TAIRHAY5, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE GON51PERED TO BE A HAZARDOUS LOCATION. EXGEPTI ON5: I. HHERE A RAIL 15 INSTALLED ON THE AGGESSIBLE SIDE(5) OF THE GLAZING 34 TO 38 INGHES (864 TO q(95 MM) ABOVE THE HALKING 5URFAGE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) HITHOUT GONTAGTING THE GLASS AND HAVE A GRO55-SECTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INGHES (38 MM). 2. GLAZING 36 INGHES (qI4 MM) OR MORE MEASURED HORIZONTALLY FROM THE NALKING 5URFAGE. 7. GLAZING ADJAGENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY HHERE THE GLAZING IS LESS THAN 36 INGHE5 (qI4 MM) ABOVE THE LANDING AND HITHIN A 60-INGH (1524 MM) HORIZONTAL ARG LESS THAN 150 DEGREES FROM THE BOTTOM TREAD N051NO SHALL BE GON51DEFZED TO BE A HAZARDOUS LOCATION. EXGEPTION: THE GLAZING 15 PROTEGTED BY A GUARD COMPLYING HITH SEGTION R512 AND THE PLANE OF THE GLASS 15 MORE THAN 18 INGHES (457 MM) FROM THE GUARD. NOTE: IT 15 THE GONTRAGTORS RESPONSIBILITY TO REVIEW ALL DRAHIN65 BEFORE GONSTRUGTION BEGINS. DANSGO ENGINEERING, LLG 15 RESPONSIBLE FOR THE STRUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DI5GREPANGY BETWEEN FIELD GONDITIONS, OTHER DESIGN PROFES510NAL5' SHOP DRAWINC55, GONTRAGTORS' BUILDING METHODS, AND THESE 51ONED AND SEALED DRAHIN05 MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, ING. PRIOR TO THE GOMMENGEMENT OF GONSTRUGTION. ATTENTION: GHEMIGAL GHANGES IN PRESSURE TREATED HOODS AS OF DEGEMBER 315T, 2005, GHROMATED COPPER ARSENATE (GGA-G) HILL NO LONGER BE PRODUGED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED HOOD ALTERNATIVES HAVE BEEN GREATER TO REPLAGE GGA-G. MANY OF THE NEW PRESSURE TREATED HOODS USE GHEMIGAL5 THAT ARE GORROSIVE TO STEEL. IT IS THE GONTRAGTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF HOOD TREATMENT AND TO SELECT APPROPRIATE CONNEGTOR5 THAT RESIST GORRO510N. FOR EXAMPLE, AGO-G, AGO-D, GBA-A, OR GA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (5BX) DOES NOT. HORST GASE DESIGN PRESSURE TABLE BUILDING D,4TA WIND SPEED 140 MPH (Vasd 108 MPH) WIND EXPOSURE -- 'C' (FRG R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS (ASD PRESSURES) 140 MPH + 25.6 PSF / - 34.3 PSF (END) UNLESS NOTED ON FLOOR PLANS + 25.6 PSF / - 21.1 PSF ( INTERIOR) UNLESS NOTED ON FLOOR PLANS GARAGE DOORS (ASD PRESSURES) SINGLE 9xl + 22.3 PSF / - 25.3 PSF DOUBLE 16x1 + 21.4 PSF / - 23.6 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 i O O N W Z V) O D n O z Mtn M o^ LLn QLn IL W Z fa- CL 00 H t- W ui wC) J O o %0 U � x w W J w� O Lu m 25 _ N U n I z ) Q 0 Q � Z I Q Q z W ~ z \ V) O J V) (y) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ©2020 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2020 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE 10.09.19 1.04 UPDATE BAR LAP SPLICE DET. A/S3 & J/S6 VERSION NO. 1.04 / 10.09.19 V "., `.i, ✓ Lam` 41 r �•,I Z A e D 6 g 4 x * r~G. 6 O cc Z uw O Q uj U W (� N �v v v r'o W Z �� Qw w� lw V) a- a_CL Z W f e SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 390743 DATE ISSUED: 05.14.20 DRAWN BY: LF REVIEWED BY: TH SN RAFTER SPAN TABLE MEMBER SIZE AND SPACING(l) MAXIMUM LENGTH MEMBER CONNEGTION5s 2' X 4' a 16' O.C. 7'-5' (2) 16d TOENAILS 2' X 6' 9 16' O.G. 10'-8' (2) 16d TOENAILS 2' X 8' a 16' O.G. 13'-9' (3) 16d TOENAILS 2' X 10' e 16' O,G. 161-5' (U USP HTW20 OR (3)16d TOENAILS 2' X 12' 9 16' O.G. 19'-3' (1) USP HTW20 OR (4) 16d TOENAILS 2' X 4' 0 24' O.C. 0 -1' (2) 16d TOENAILS 2' X 6' 6 24' O,G. 8'-0 (2) 16d TOENAILS 2' X 8' 9 24' D.G. I1'-0' (2) 16d TOENAILS 2' X 10' 1W 24' O.C. 13'-0' (3) 16d TOENAILS 2' X 12' 19 24' O.G. 15'-4' (1) USP HTW20 OR (3)16d TOENAILS = TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i e. RAFTER TO RIDGEBEAM). fSOUTHERN YELLOW PINE, 55 PSF LOADING (D2 x 4 MEMBER TO BE SYP*I NON -DENSE OR BETTER COMPONENT & CLADDING DESIGN PRESSURE (140mph (Vasd = 108mph), enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = Up to 30 feet, Occupancy Cat. II) TRIBUTARY AREA (ft2) ROOF WALL ZONE ZONE2 ZONE ZONE4 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 25.2 -30.8 Notes: 1. For effective areas or wind speeds between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2. Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table R301.2(3) of the 6th Edition (2017) FBC, Residential volume 3. Plus and minus signs signify pressures acting toward and away fromthe building surfaces. 4 Table values have been multiplied by 0.6 to convert component and cladding pressures to ASD. V„ Lu m FILL CELL STD. 90° HOOK BOND BEAM € ROOF DIAPHRAGM NAILING 5GHEDULE . USP 01 W MUGT15 TYP. GIRDER TRUSS STD. CONT.#5 (,UN 1. 4;b HOOK BAR « I Ur rL.H I t BAR 5/8"m #5 CONT. I FROM BOLT BOLT 11 PLYWOOD FOUNDATION OR �- oR -in6" 05E, (FOR TO HIGHEST SHINGLE) 1 OR BOND BEAM PLYWOOD OR 05E3 B (FOR TILE) BOND BEAM STEP 2 X 6 (MIN) B.U.0 IDLE LINE 140 MPH 5 SECOND OUST EXP0_%RE 'G' HIND ZONE 140 MPH 5 SEGOND GUST EXPO�SLRE 'G' WIND ZONE SCALE: N.T.S. USP___/,., (FOR SHINGLE) (FOR SHINGLE) MUGT15 TYP. AILS @ +++++ 40.Go@GABLE ENDNID WALL OR GABLE TPU55 R5R5-OI NAILS @ 6" O.G. INTERMEDIATE� -2nd FLOOR + + t t t t t -i+ _ t_ t t t t t t t t + + + + t 4 } t + t t t + t t + + + t + + + + + t t + + + + + + } + + + lo + + + + + + tt+ +++ + + + + + t + + + %- H + + + + + + +}+ +++ + 4 + + + + + + + + + + + t + + + + + + + + + + + + } + + + + + + O + + + + + + + + + + + + + } + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + 2 3/8" INCH NAIL LENGTH 2 3/8" INCH NAIL LENGTH PLAN FOR MORE INFO Qc� (FOR TILE) (FOR TILE) CONT. BASE PLATE RSRS-01 NAILS ® 6" OG 4 4" OG ® GABLE END R5RS-01 NAILS @ b" OG EDGES 4 BEARING COLUMN TYPICAL USP MUGT15 TO HTA 20-18 / HTA 20 - WALL OR GABLE TRUSS RSRS OI NAILS � b" OG INTERMEDIATE PLYWOOD FLOOR PER PLAN SEE PLAN R REQ'Dqposts BUILT-UP COLUMN DETAIL 0.120 INGH NOMINAL SHANK DIAMETER (MIN.) 0.120 INGH NOMINAL SHANK DIAMETER (MIN.) SHEATHING COLUMN AND INSTALLATION @ MID SPAN 3 INGH NAIL LENGTH 3 INGH NAIL LENGTH CONNECTION -TJI TO BE CUT TO ALLOW NOTE: FOR BLOCKING/TJI 1) R5RS-0I 15 A RING SHANK ROOF SHEATHING NAIL MEETING THE SPEGIFIGATIONS IN A5TM Flbb- 2) SEE STRUGTURAL NOTES FOR SHEATHING SPEGIFIGATIONS AND HIND SPEED. MASONRY WALL OR NOTE: LOCATION OF 5) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER. �� UPLIFT VALUE 4) 5GHEDULE ASSUMES SHEATHING 15 FASTENED DIREGTLT' TO SOUTHERN YELLOH PINE OR DOUOLAS FIR OR BETTER. INTERIOR BRG. WALL SECOND RT16A IS BASED ON IF ROOF FRAMING GON515TS OF A LESSER GRADE OF LUMBER, GONTRAGTOR MUST GONTAGT DANSGO ENOINEERINO, TJI PER PLAN LLG FOR ALTERNATE FOR NAILING PATTERN. OTHERWISE SOLIDS.P.F. BLOCKING TO MATCH S# OF 2nd FLOOR above to bearing below. STUDS i USP RT16A USING SECTION @ INT. BRIG. WALL 17-8dDOUBLE JOIST CONSTRUCTION .;;., �� UPgFT1=11160#ILs CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTOR GRAVITY(100%) 1 UPLI FT(LBS) LATERAL, FASTENERS GRAVITY(100°,6) UPLIFT(LBS) LATERAL, F2(LBS) CONNECTOR F2(LBS) FASTENERS SYP SPF I SYP I SPF SYP SPF I SYP I SPF MASON RY/CONCRETE APPLICATIONS MASONRY/CONCRETE APPLICATIONS HTA16 1870 1608 710(611) 9-10d x 11/2" HHETA16 1 2120 1 1781 1 770 1 10-10d x 11/2" HTA20 - - 1870 1608 710 (611) 9-10d x 11/2" HHETA20 1 2120 1 1781 1 770 1 10-10d x 11/2" 9-10d x 11/2" & (4) 1/4" x 13/4" RT16M 1395 1395 115 TAPCON NONE HTT16 - - 3610* 3105* - 18-10d & (1) 5/8" 0 A.B. W/ HTT4 - - 3610* 3105* - 18-10dx 11/2" & (1) 5/8" o A.B. 8" EMBED. W/ 8" EMBED. HTT45 - - 3512* 3625* - 18-10d & (1) 5/8" 0 A.B. W/ HTTS - - 3512* 3812* - 26-10d & (1) 5/8" 0 A.B. W/ 8" 8" EMBED. EMBED. 16-10d & (5) 1/4" x 3" DeWalt 16-16d SIN KERS & (7) 1/4 x 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 BOLTS 5" TITEN HD 8-10d & (1) 3/4" 0 A.B. W/ 6" 8-10d x 1112" & (1) 3/4" 0 A.B. W/ LTS19-TZ - - 1205* 1036* _ EMBED. LTT19 - - 1310* 1125* - 6" EMBED. 18-10d x 11/2" & (1) 5/8" 0 A.B. LTTI31 - - 2805* 2412* - W/ 6" EMBED. NONE 22-10d & (1) 5/8" 0 A.B. W/ 12" 22-10d & (1) 5/8" 0 A.B. W/ 12" MUGT15 - - 2556** 2556** - MGT - - 2556** 2556** - EMBED. EMBED. (12) 1/4" x 3" WOOD SCREWS & (4) (18) SDS 1/4" x 3" & (2) 1/2" x 5" RFUS - - 7100 6106 _ (2) FGTR - - 8885 6395 _ 3/4" x 6" DeWalt SCREW- BOLTS TITEN HD EA. FGTR FRAME APPLICATIONS FRAME APPLICATIONS RT-7 - - 560 495 120 (120) 5-8d x 11/2" & 5-8d H2.5A - - 565 1 535 1 110 10-8d x 11/2" RT16A - - 1020 895 490 (345) 9-10d x 11/2" & 8-10d H10A - - 1340 1 1015 1 285 1 18-10d x 11/2" RT16-2 - - 1060 935 410(330) 16-8d H10A-2 - 1 1080 1 930 260(225) 18-10d x 11/2" SPT22 - - 735 632 275(236) 8-10d NONE SPT24 - - 1090 937 275(236) 12-10d SPT4 - - 875 753 - 6-1Dd x 11/2" SPTH4 - - 2195 1888 - 12-10d x 11/2" MUGT15+ 24-10d & (1) 5/8" 0 BOLT MGT+ 22-10d & (1) 5/8" 0 BOLT PHD4A _ 3852*** 3313*** (8) 1/4" x 3" WOOD SCREWS HDU4-SDS2.5 - - 3965*** 3285*** 525 (10) SIDS 1/4" x 2 1/2" LUGT2 - - 2260 1900 505(425) 32-10d NONE HTW20 - - 1530 1285 - 20-10d LSTA18 - - 1235 1110 - 14-10d L-STA18 - - 1235 1115 - 14-10d LSTA24 - - 1235 1235 - 16-10d 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 1 715 570 - 10-10d & 4-10d NONE HUS26 2760 2430 2035 1630 - 20-16d THD26-2 2770 2382 2340 2012 - 18-16d & 12-10d THDH26-2 4375 3850 2865 2280 - 28-16d HD28 1230 1057 760 653 - 8-16d &4-10d x 11/2" HUS26 1 1562 1 1342 1 880 1 756 1 8-16d &4-16d HUS28 4170 3670 2950 2380 - 30-16d NONE THD28-2 4310 3706 2595 2231 - 28-16d & 16-10d HGUS28-2 1 4973 4276 1 2695 1 2316 1 24-16d & 10-16d HD210-2 2155 1895 1170 1030 - 14-16d & 6-10d HU210-2 1 2382 2048 1 1516 1 1308 1 16-16d & 8-10d THDH210-2 9020 7965 4445 3555 - 58-16d NONE KLEG3 (2) 3/4" 0 A307 THRU BOLTS INTO (2) 3/4" 0 A307 THRILL BOLTS I NTO LEGS W/ TOP W/TOP 11980 - 3845 - - GIRDER & (4) 3/4" 0 A307THRU 13045 - 3845 - - GIRDER & (4) 3/4" 0 A307THRU FLANGE BOLTS INTO MASONRY FLANGE BOLTS INTO MASONRY 16-16d & (18) 3/16" x 13/4" THDH414 2520 - 1960 _ _ HU414 3813 - 2015 - - 12-10d & (24) 1/4" x 2 3/4" TITEN 2 POWERSTAPPER+ CAPACITY FOR CONCRETE APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 8" EDGE DISTANCE ON CONCRETE& SET IN SIMPSON SET-XP EPDXY ** CAPACITY FOR MASONRY APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 23/4"EDGE AND 20" END DISTANCE INTOTOP 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" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x - 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x - lumber Double 2 x - lumber (Not required if both loaded equally from above) N.T.S. N e Filler blocking 1/8" min. 2" min. ` • : 2„ ) Small gap max. 4 max. 1/8" gap Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Placejoists together and nail from each side with 2 rows of 10d nails 2x4/PlywoodlOSB web stiffener 2" min. g required when indicated or 4" max. 2 � CONTRACTOR TO PROVIDE 2 TO FILL THE HEIGHT t 12" o c cl'nched whe)n 'bl St r ro s fr m o -if.e Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000so BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d TYPICAL HUS INSTALLATION TYPICAL RT16A INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR O SIZE AND QUANTITY O OF FASTENERS 6 6 6 O 6 6 6 6 O 6 O 6 6 6 6 6 6 6 � X_: x a l Fosse. aV11 w o pp - Hangers with side nailing. 6 6 6 6 OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER - Birdsmouthth cuts. 6 6 DOUBLE JOIST CONNECTION top flan joist. . N.T.S. ° - Under 2nd floor column w/ loads ° N.T.S. higher than 15001b. c BLOCKING PANEL, INTERIOR TYPICAL HTA 20-18 / HTA 20 SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall INSTALLATION TYPICAL MTW INSTALLATION BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing Vertical load transfer =1900 If max alongload bearing wall. Load bearing walls when load bearing - for lateral support when joists p g meet over wall, or wall stacks directly over wall or TABLE >11.1 Load bearing wall must stack beam below ! UNDE YM NT TABLE Load bearing wall must stack over over squash=20 blocks and g ------ . Non -stacking walls - 9 * blocking and wall or beam below. .. wall or beam below. � �, � , <••� .«,•.: „"-••, require additional Joist 1 1 Roof Sly Roof Sl>.�si'$r3 consideration. Check � ,� i � 24 � tl When joists meet over wall, provide Roof �.,evarin s4e ton 1:, j Oman ° local building I Joist can be offset Less Than, 4. l� �i � lr & tl At' �t�€is� t "3 I Amohmen�� Ur1�t 13/4" minimum bearingfor each. u to 3" to avoid code forappropriate details in One 10d box P _ ,_ ............... vertical plumbing 'Types I r 1I s r A S1 f, "fir 1% € areas=20 of high or-20 sinker s y a' I s A� S 1 PA9 yT €,, I I I or I< g AS A DAP Toe f v 2 1 lateral load. nail each side 3" max ; Asphalt °hingl % R905,2 ASTD T 16757 v A yT1 r 74 7 , at bearing. JOISTS OFFSET �....... 3.. sl N.T.S. Conome and Clay Tile 1h Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls ' ST s 2, £h T.f1 of I` q,"rTy 2 f E Tip. lI 10d nails require additional consideration. M A M 104 w T ' 11. ,I1 ;x llv T 1 2 Squash block q l lr l A x irs C TY ke f%/ 1 , (2x4 minimum) SECTION @ INT. BRIG. WALL N.T.S. 7�'�TI�I � s7t` t Bearingwall Versa -Lam LVL or "f f 4, � 1" 1 »� � d Glulam Beam ® rf«Wx9 r OR 3 � ,aw, �T 1� � i r BB s s a ; ' N , � 226 i ) 1 ,,,.,, 1" Tyr* 11 11 t"3d €'<; ,yI NO HOLES (EXCEPT _ s i rTHe ty4 N ss! 1'. f �� T f ts�1� 8 3 1 5 - x GREATEST € MINIMUM SPACING 2 Backer block 12 wide min. ",,,., „",.,., """,."._.".". ,..,.""..............."..........,....."._",......,..".......".",...,.....,..."."". "_.... KNOCKOUTS ALLOWED DIMENSION OF LARGEST HOLE Nail with 10-10d nails. � 4 AW , i D 1 �a I �=��.v D4,970 i ) ! r "; Install ti ht to to flan e. ....,,.._. ----:._,.,.. _ ,)..... . IN BEARING ZONES (KNOCKOUT EXEMPTS) g P g 1 (see table below) D £ I TS J12 ,71 4 ) Asv,"i; xm,T ,,�€� (see table below) I Ty - state .'>as, dif :�STN F)4,s;)6STpe¢ eso -v { t s � 2 DO NOT cut, notch Joist hanger f�3 .1t,st B 7� z �, I ASs s lA VARX D hype I r q� y<g fi 1 , or drill flanges f , • AS R4 D 197 3 Pk IM EM � s ED co I Wood shingles A € NI, 212 > yFx, 11 c ( AS 111,A U! S s 3ele IRSDg1 I i L Ins $ k i `w <£ 3. ;57 _,,:,,�� 1 ��"' `III IsF��. / y�a� �r�r4 <r.� �tr'�-r £ A 1Y2" ROUND HOLE MAY DO NOT CUT HOLES , ._.,. i i' 6 BE CUT ANYWHERE IN 6„ 6" Filler block. n'"i � WLk'<. *�1ii ' s v"�'"t i¢ a Lr ss % CANTILEVER LARGER THAN 1y" Nail with 015 I I<;"y-s, 4 2 mig At3rVV,, €.€� r Tx _: I,%" s THE WEB. PROVIDE AT ROUND IN 10-10d nails. I r �� r LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top -.•..-------------",._ - ..- __,. _, .." _.... FROM OTHER HOLES s A t a2 f i'7V I € A I r 226 Tye* It mount hanger load exceeds 250 lbs. MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" Install tight to top flange. VWtal rao ParT 's, 0141-MuS Thy e 11,.sI zr E' I A'1, y> 2 r 1 ..: .. .. .a. w .. F .... ........: .. ,..', 01,970 s T'-a" 1'-'1 .1, -Z* 1, 2,, T 3' '.'-33' T-7 '1'-11" 2'-4" 2-0" 3 -Z" 3-7'°. 1/4"-2" gap € r , iw� i s -----_ � TIN;1 _ � T ,�� - Arty .. ..., _ F','z- °�„ti% iY'9Y:w Slc: '. s s.S2da y.,rve 11 ? 16'joist 1.2 1'�1'' 'E'-'1"` '1°-�` "1"-�" 'I°-3'" �'-�` 2`-4" �-1�,: 3� 7�" 4�-2'" ��" �,�" ;, 1 „ p :,shingle's£ Aa TIN, D4,- ": - , I III em I"`••,f 1 Aix e y a 1I4t 6 T : r� t' C ats off).._ 1 ,. 1, 1," 1'- 1'-79 2 F=. 3'- " 3, ID," " S'-T° -4'" 7"-Z' £ . i1 � ti l Type 757 _- - 41 20 T-0" t r l e ,I:,_`m T rZ" v2- �0" 3-0e' 4-0" 4-.,�'�}.r* 6- 41" `A IV- �'-� �1�� i�- E �." 1: 1�' . s � j i i Backer Block 24 1, :s `-1," 1, 21, 1,- ,,. " 3'-7' 4'-9' -_5-10,. 7 Z' S'A". '9-6 ® ,101-9. a y} F S f „f s � � a€ ( � /ems s a t "Top Mount" "Face Mount" x NOTES: Backer block shall be tight Backer block shall be tight 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with s. r = , s c,. v ,, z ,"r f:.<... aronrr,mzrr r:€f ,..�r ,1 �, , wm, t .. x A K €,.: N. :r,,, .;� ..,, . art, ,w 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 �s ?`� '- � _ , �•.1t �"-w,�;s�,�.�siF -�� ,3,� '> _ � �,�£•�^g � ��: �� :•� x €�� sr. � �,� � rx=xu� -.<� •�„ y.. af= '£.:. ,<�.�, • •.<- 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. r q,M N?a mantvftpmrrvls ,: tt,n -;nr< nu ,0a'2 0all b4 <�vt ,v h �AftctMr 0 fm <,A<t 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS fi �" s� 'Kui ` � wed 1"' ° .c'"T r :;k 's t e ea Y �" y m,aq c Web stiffner as ,..r, �..; ,�, v, ,....- :;.ass ,., w.u, er �<„ssa,,.s'" 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 to q P required if hanger A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is lateral) supported b joist hanger.doesn't 9 Y PP Y 1 9 meet 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height MEMBER CONDITIONS. requirements ,t£:ss_ ?' ..<..'.X:,1:.,.�..h€`Yy s'rN,.'?s<:.. T`"a xz.,Y;✓<�i<'i£§i3<?LTuc.,�`1;2$t=aiga. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. .6 X Joist §,.n , N,, : spa, i t F Wit.. arM fta Oa 6 €� ('cis and, �&,G? v',. m, Tlbz, weadayw,�M Whas be v;., a nrmym, r✓.,c p t depth x s,T s n voo ,: � a< x 1-W 4 * its sbwr w craft a , : ,<sSs„< :�� 4r x�� z t eoa too s s'" mm< ;,+ a omo row w wm mW.. ar'd a .es i xa w 7. 1/„ ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. ' r , ; is i<a:. P ai rs; .,V s t< e lia, w, p6f;,�C;%p ry r'%u, a r a - s "�£n"4 np3 pY 4k's nm, W",." ft£€ a: £,$ W' s:13"5r s OW t 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1 )/2" KNOCKOUT HOLES TURNED WITHER to •, , a, „ :; . .n, a. €€.,.; �T ,u£ ;;F; w Fes'w r ' s, n> ge , < 9a sir z< is , w',,aft ,lwe „ mW w€.,„t,mm E i , f im! Xt€mm < r„r,,,>., ft UP OR DOWN. r%,s .W , ,,: £ , r.a,r, ;;:qp' 0£;fi tx ., 0a;w"th"...z : 8o sass 01ank ,1y2"M as : s. fnwr 0 03�, .:,<, si ,.,_ 'r:. , ,s nw im'n "w n£ar c�m 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE 21:: c"?a x,.5,-mm, , s , ,s ..: uMa vwit m i2. ', W zm .?, mm . e arM a w, 71m A:,t 'x aed� a„ r;m a4'6« ev, ,=€u€ w, v. s?1 50- POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. _ ;*y "• =pis �i c=-`£ ` ' •>N • _ r'-'-;-k'�rz , m''' r" s<'•r xs r f� `f£�"rf*,°` r" `w, v JOISTS BUCKETS HOLE CUTTING CHART N.T.S. ti*kkfa�¢? ,� y� �F V.y � � y �� ya'nen F� £�w/ Owr q, a TM en, sto, fr .0 T�..vM. ram, .<s",;. F,,,, .�, r,.,.; M ✓, :...s€ y=' €., :x: N.T.S. < r,, y,a a<'„£ :'sj3s :ts.:,::,.f, srr f y l;<,yi>n,Y ;:<a < ,' < U 0,er ,.fic 'r;r �>c ;.:9serst' t"s, "r• :s7'. ,,,rr� S .s< r„ :sr�,�<nra ::,<,>r,•1�:. Yx'F#d #� aaa a PA ao>Q'rxE"�a. 3 Z , DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 o 0 N Z W O V)Ln n 'COD zaLuLLV- W LL ZHaaM IY Q 00 Z V E- W W ZLU J CD o U � X LU LL LU 0 LU C m O = U r 0 I Z Q � QO 0 U Z LU < ^ Z I - Z LU F_ J O C 1-0 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED, SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ©2020 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER. WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2020-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE 10.09.19 1 04 UPDATE BAR LAP SPLICE DET. A/S3 & J/S6 O VERSION NO. 1.04 10.09.19 1;5�%1't51s0, 1'��H UJy C. v Y 1 kPsg 0 a {'fF Tom' f y ;ia o U O Lo W m _J •-- z O w U LU 0 N QN �� JLU LLJ V LU �#t W4z Z Q N LL1 W W *M ❑ SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 390743 DATE ISSUED: 05.14.20 DRAWN BY: LF REVIEWED BY: TH S N I 0 O 1 C'4 MI 00 L0 1 V ! l ti .'I wilbldI Li ;Ili) II :f 411.:1.11 LAl. I I I U ::. 1 1 1 1 Wj,� 'Ji: t G-41111 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 BLOUJN-IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING CONDITIONED GEILING 5/8'OR 1/2' HIGH STRENGTH (U.N.O.) - W/ 2-16d TOE NAILS 9 EACH END (INSTALL BAFFELS AT SAVE) (OR %' GYP. TYPE 'X' -1 GARAGE W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEPARATION CONNECTIONS. PROVIDE (1) USP HTW20 WHEN REFER TO UNDERLAYMENT TABLE ON SHEET SNI R-I1/R-13 KRAFT FACED 1/2'OR 5/8' HIGH STRENGTH BOARD FOR UNDERLAYMENT REQUIREMENTS E PROVIDE: (GARAGE / LIVING) S.PF. DOUBLE TRUSS ALIGNED WITH STUD BELOW (UN.O.) (OR 5/6' GYP. TYPE 'X' 9 TRUSS BOTTOM CHORD OR 2x4 (2) LAYERS FOR 2.12 < SLOPE < 4:12 8"x8'xl6' NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-16d TOE NAILS (1) LAYER FOR SLOPE >- 4:12 3/8' MORTAR BETWEEN COURSES USP SPT24 2'x S.PF, (OR EQUAL) STUDS g 16' O.G. UN.O. ABOVE) g EACH END 12 PRE ENGINEERED WOOD TRUSS g 24' O.C. U.N.O. HURRICANE ANCHOR 9 EACH TRUSS a II II II CONNECTOR - S.PF. DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT (TYP.) VARIES 1 II II USP SPT24 CONNECTOR CONNECTIONS. PROVIDE (1) USP HTW20 WHEN (SEE UPLIFT SCHED.) W/ METAL PL. _ ____ ___ 1/2 CDX PLYWOOD OR l/16 O.S$. (1) ROW 2x BLOCKING 's MID HGT. FOR WALL TRUSS ALIGNED WITH STUD BELOW UNDER EA. TRUSS ,r------ r----- ,r �r SHEATHING REQ'D. FOR ALL - HGT. < 8'-6'. (2) ROWS 2x BLOCKING 9 3rd 1/2' GYP. W.B. MIN. g GARAGE SIDE I II II II II II 1 II I II n II EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT. 8'-6'. IF APPLICABLE OISTURE BARRIER 1 II I u II 2'x S.PF. (OR EQUAL) 5TUD5 10 16' O.C. U.N.O. INSULATI B II I II a 11 INDICATED ON THE PLAN. ATTACH SEE THIS SHT FOR INSULATION CHART (1) ROW 2x BLOCKING m MID HGT. FOR _/ ROOF COVERING L____JL____-- L _________JL_ JL____----_JL__-- SHEATHING W/ Sd COMMON NAILS g 1/16' O.S.B. MIN. (FOR SHINGLE) OR 19/32' 058 1---------- r—----- --------- II a 11 11 WALL HGt. < 8 -6 . (2) ROWS 2x BLOCKING SEE THIS SHT FOR INSULATION CHART (FOR TILE) SEE ROOF NAILING SCHEDULE ON 1 n 11 11 11 3/8' MORTAR BETWEEN 4' O.C. ® BOUNDARIES, 6' O.C, g a 3rd PTS FOR WALL HGT.) 8'-6'. SHT. SNl 8 x4 xl6 NOMINAL 1 II 11 11 11 , BLOCK WITH 3/8' ° 11 11 11 SLAB E BLOCK EDGES, AND m 12 O.C. 6 FIELD USP 5PT22 CONNECTOR _ ELEV. VARIES L --- ---JL _- JL =-- JL== USP SPT22 CONNECTOR 2/Sx 3/16',PLATE WASHER (TYP.) MORTAR BETWEEN i ---ii =--- ,r----- ii ----- ii ----- =ii --- 5/8'0 x 10' 'J' BOLL � COURSES CUT TO 1 ° II 11 11 11 2x P.T.BOTTOM PLATE , 5/8' OR I/2' HIGH 1 u u 11 11 a 24 O.C. W/ 2 0x3/16 2x P.T. BOTTOM PLATE 2 6 x 6 WIA x WIA WWF OR FIBERMESH STRENGTH CEILING ALUMINUM SLOPE. u u 11 m 11 PLATE WASHER (TYP.) DRIP EDCxE L---- L---- F— L-- _ -----JL------=—JL-------JL---- ELEV. 0'-�' C3 1/2" MIN. �--------��- ----1�--------- 2„ 6 x 6 WL4 x WIA BOARD PER CODE (OR 1 II 1 n ° AFF. WWF OR FIBERMESH 5/8' GYP. TYPE 'X' 9 ALUMINUM FASCIA ELEV. -0 -4 1/2 L___--__--_JL— ____�L___--- __JL-- ° ° 3 1/2' MIN. - GARAGE WIA HABITABLE 12" O, 2x SUB FASCIA AFF. a ° ° ° ° Q t- -- �_D — — —D— — — �D— — — - — — — — — D ° �`°� \�j. 3 1/2 "lm inJ TO 41I ROOM ABOVE) ° ELEY. -O 3 I/2 °o W/DRYWALL SCREWS 1' 2' VENTILATED ° ° ° ° d °° 2x4 CONT. ° ° ° ° a ° 4 AFF. O - - - - - _- ° ° • \ SOFFIT ° ° ° ° ° ° a ° - \� \\ 3 1/2'(min.)- 4" 3 1 /2' (min O.C. CEILING E S O.C. 8'x8'XI6' KNOCK -OUT ° ° a ° ,00 o °u • \ \ \�\/� 6 MIL VAPOR WALLS a 1 I a 3 1/2 (min,) - 4 / \ \ \ \ \ BARRIER SEE THIS SHT FO BLOCK W/ 15 CONT. ° CsARACxE DEPTH VARIES ° -� ,\\ \ \ \\\ \\ 6 MIL VAPOR (2) INSULATION CHART FILLED SOLID ° ° ° a ° ° ° /� / ��/��//� / / BARRIER MIN. W/GROUT ° ° g (2) � GONT. U.N.O. Ix2 P.T. HORIZONTA 8" CM.U. TYPICAL 4" 1'-4" 81, ,4LTERN,4TE T**T =IC,4L BE,4RING NAILER TYPE 'S" MORTAR U.N.O. MIN. STD. 90°HOOK (SEE DETAIL ) ARCHITECTURAL C�,4R,4C�� SL,4B ,4T STEP �, TAT IC,4L 5E,4fRINC� 1, ALL f STEP C UJ,4LL f S�"EP UJ/O 5HE,4� W,4LL CG SEE THIS SHT FO FINISH SCALE: 3/4'=1'-0' SCALE: 3/4"=1'-0" S3 SCALE. 3/4'=1'-O' CjOj INSULATION CHART S3 Ix2 PT WD FURRING • 24' O.G. I/2' GYPSUM WALLBOARD UN.O. G�r��J��` (1) M5 VERT. IN FILL 2x S.PF. STUDS 16 O.C. ��55z` CELLS (SEE 2x STUD 1/2' OR 1/16' OSB MIN. PLYWOOD SHEATHING LOAD BEARING O FOUNDATION PLAN I I NAILED W/ Sd COMMON NAILS '� 4' O/G Ix4 P.T. BASE NAILER FOR LOCATIONS) EXTERIOR WALL 8' GM.U. BOUNDARIES, V O/C EDGES, AND 12' O/C FIELD. 3 1/4' BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING BEAMS. ��J� 4'x4' INSPECTION I I I'x P.T. STUD ll) ROW 2x BLOCKING Mlp MIN. 2500 PSI CONC. SLAB w (2) ROWS OF 2x BLOCKING • U m FORT AT EACH `v 2x STUDS 9 16 O/C HGt. FOR WALL HGT. <_ 8'-6'. MIN PSI MAY VARY PER —1 FILLED CELL SEE CC/S3 OR `V "5 VERT. IN FILLED CELL THIRD POINTS / �s NOTE: MUNICIPALITY. EE THIS SHT FOR INSULATION CHART �a� (2) ROWS 2x BLOCKING 6 3rd w TYPICAL G/S3 FOR ANCHOR Paz SEE SECTION G/S3 FOR 5/8'x6' 'J' BOLTS PTS FOR WALL HGT. > 8'-6'. CONCRETE SLAB LU/ &X& BOLT INFO. BOLT g 24' O.C. VERT. SEE THIS SHT FOR INSULATION CHART & STUCCO FIN15H PER ASTM G. 926 APPLY ADDITIONAL INFORMATION NOTE:WIAXWIA WWF OR 7115ERMESH' Q U- DECO N15H 3 LAYERS W/ TOTAL THICKNESS 1/8' OVER 1/2' GYP. WB (MIN.) t+ GARAGE -1 DECO FINISH 4' to OR 5/8' x 6' EPDXY METAL LATH. FIRST 2 LAYERS 3/6' THICK CONTINUOUS TO FOOTER BELOW 9,a°NOOK DETAIL SIDE IF APPLICABLE. ^ 6' BELOW GRADE I BOLT USP SPT22 CONNECTOR ;USP SPT22 TYP. 5/8'0 x 10' 'J' BOLT m 24' O/C W/ 2'OX EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN K.O. BLOCK 5/8'm EXPANSION BOLT *24 ' O.C. — e 3/16 PLATE WASHER TYPICAL 2x P.T. PLATE SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.) 2x P.T. PLATE W/ 1 EMBEDMENT (MIN. SHEAR SP SPT22 g EA. STUD 2rd" MIN. LAP 3500", MIN. TENSION 2600") / / I ASSUMED FINISHED MIN. 2500 PSI CONCRETE SPACE ANCHOR BOLT S `f) co i i 2X P.T. PLATE 015 REINFORCING Q e GRADE SLAB W/ 6 x 6 f 6 MAX FROM END OF 6 x 6 WI.4 x W1.4 6 MIL VAPOR // P \/' z W1.4 x WI.4 WEEP SCREED INSTALLED PER �, BAR p 2' x PLATE WWF OR F15EWESH z ^ WWF OR IBERME5H MANUF. 4 FRC SECTION R103.12.1 #3 #� LAP SPL I�CEuNG BAR U — — ° — — —°— — — — D - , BARRIER p 4 \\ MONO OR STEMWALL - - - - - - - - - ° // .b • • �, FOOTING MONO SHOWN p p °D p ----- - F 40ks1 - - o COMP. SOIL. (COMPACTED \ ' ° . - FOR CLARITY ° D N — ° 7 --- ° p _ z IL m o P TO 95i° MODIFIED // / /\/ o °o \/\/\/\��III��------- ° FINISH C�RADEw 25' MIN. LAD PROCTOR ASTM D1551) ,� ,� ,�\ ,�\ ° D ° ° ° ° D // // //\ / // �j D \ D ---xx q \ \\\ \ o • • \ \/\\' - 3" MIN. GLR STD. 90°HOOK NOTE:FOR BEARING WALL g DD \\\ \\\ \\\ \\ 6 MIL VAPOR BARRIER ° o \ \� - "5 REINFORCING BAR R 1 1/6' w (2) 05 REBAR CONT. ON (SEE DETAIL) / / / \�\\j N — #5 LAP 5FL ICE 3' CHAIRS TYP. U.N.O. 4° 1'-4" W/ UPLIFT ONLY \ \ \ \ \ \ \ \ \ / D //` //� - F (2) 45 CONT. � /// /// 6 MIL VAPOR /\ ��\\\ COMP. SOIL. (COMPACTED T ° \ \\ 3&' MIN, LAP ON 3' CHAIRS , BARRIER TYPICAL WALL SECTION ,4 \ /,\ /\ / (TYP.) 8 1 -4 8 SCALE. 3/4" = 1'-O" S3 �R,41„IE 1.U,4LL TO C.1" �.U. 1.U�4LL CONNECTION D1551)ODIFIED PROCTOR ASTM \\\/\\/\/� 1P�' 06 REINFORCING BAR *J STD. eOoNOOK SEE TYP. WALL SECTION FOR SCALE: 3/4'=1'-0' S3 4 I _4 #ro LAP SPLICE TYPICAL INTERIOR ADDITIONAL BLAB INFORMATION. T rf=1Q4L EXTERIOR FR,41" 1E UJ,4LL FOOTING E RE5,4R DET,4ILS �EARINC UJALL W/ UPLIFT NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT 17, BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE- 3/4"=I'-m" S3 SCALE: N.T.S. CJ3 SCALE: 3/4"=1'-m" CJ3 ADDITIONAL SLAB INFORMATION. PAVERS O.HD. RECESS z (ox(oWIA xWIA Q WWF OR FIBERMESH = ° `/� � III III- I II II II II 1 41I 6 MIL VAPOR - — — — - ° a tt GRADE BARRIER III —I —I I� 6 MIL VAPOR III=. II= ° SEE A/63 OR J/s6 I,1 I1111,1 1 ; II111II1= BARRIER 4" /S„ i FOR REINF. INFO. 3' MIN, CLEARANCE MIN. I'-4' (1 STY) U2' GYP. BD. 1'-8' l2 STY) ll) ROW 2x BLOCKING g MID HGT. HOLD GYP. BD. T 11=1C,4L THICKENED SL,4B EDGE L FOR WALL HGT. s 8'-6', l2) ROWS P.T, 2x 2 1/2' FROM SLAB SCALE: 3/4" = I'-0" .S3 C3,4i,AGE DOOR SL,4B RECESS 2x BLOCKING g 3rd PTS FOR 1 6 CONT. BEAD SEALANT SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 WALL HGT. > 8'-6'� Q 2X STUDS 24' O.C. UN.O. 13 BLOCK WALL BEYOND INTERIOR GARAGE MASONRY WALL AND ADDITIONAL INFORMATION. I/2' GYP. WB (MIN.) 6 GARAGE SIDE 3 I/2' MASONRY WALL AND IF APPLICABLE. PAD FOOTING PAD FOOTING ARIE RECESS FOR SjG.D. 6 x 6 WIA x W1.4 "v EXPAN5ION JOINT O.HD. RECESS �„ I 1/2 GYPSUM WALLBOARD U.N.O. EXTEND FILL CELLS 2x P.T. PLATE I/4' DIA. X 3 I/4` TAPCONS 24' W/ DRYWALL SCREWS g 8'O.G. SEE PLAN WWF OR FIBERl1E5H - O/C 4 m 6' MAX FROM END OF 2 x CONCRETE NAILS W/ I I/4 8 MASONRY WALL TO FOUNDATION PAD (2) "5 CONT. ON 3' PLATE N SEE THIS SHEET FOR INSULATION CHART EMBEDMENT s 12' O.G. STAGGERED, MAT REINFORCING. CHAIRS (TYP.) 6 x 6 WIA x W1.4 m ° FROM BOTTOM PLATE t0 CONCRETE (MIN. GONt. FOOTING STEEL (o MIL N WWF OR FIBERMESH // //< •% / SHEAR 180 MIN. TENSION 120) 2 CONT. BEAD SEALANT BARRIER OR / / D 2 = \\/\\/ \ c0 CONCRETE SLAB C 6 x 6 WIA x WIA G a-------- ------- / / 4 e, WWF OR FIBERS" 1E5W cam, 6 MIL VAPOR m o @ /\ �� BARRIER // / // / - \\/ / - 6 MIL VAPOR c!� - -� a - - - z \/\\ _ • \\/LLI \\/ \ \\ / `' \/, BARRIER -� - - - a — — — — `" o Lu d) ° N\ 6 MIL VAPOR SEE A/S3 OR �'�' 6 MIL VAPOR OOTING SEE A/S3 FOR „ '�\ '\ ' �, //�\/�/ ///\ i BARRIER J/S& FOR REINF. 3 MIN. CLEARANCE BARRIER I /. "L� \ \//\//\//\// \//\//� U REINF. INFO. 4 14 S 8" 1'-4° S' INFO./�\�INFORCEMENT//��/� BEYOND 3 MIN. OPTION #1 1'-8' (2 5TY) " PASERESCHEDULE) CLEARANCE SEE TYP. WALL SECTION FOR 4 4 FOOTING WIDTH ADDITIONAL SLAB INFORMATION. T�'PICAL INTERIOR 5EARINC� C��R,4C�E DOOR SL,4P i�ECESS J INTERIOR UJ,4LL SL�48 STEP NON -BRCS. i< SEE SCHEDULE SL,48 STEP 4 RECESS 'a S.0 .D. 1 IUALL UJ/OUT UPLIFT P,4TI0 COLU� IN �T(Q. DET,41LrN SCALE: 3/4'=1'-O' CJ3 5EE TYP. NALL SECTION FOR SCALE: 3/4"=1'-(0" CJ3 ADD ONASEE TYP. L INFORMATION.LL BECTION R SCALE: N.T.S. S3 SLAB INFORMATIOSEE TYP. WALL N. FOR ADDITIONAL SCALE: 3/4'=1'-0' S3 S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL SLAB INFORMATION.ADDITIONAL INFORMATION. " F•. 2. 'C i+3ka "�'� �FfE;'�a C Ob•"}lY 27"?Y,CikYs O�'?>; L k DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.danscoenginee6ng.com CA 25948 o 0 N z O� 0 0 CD z Lf) M r., awL^ `� z Haarn °C a o W z cn w Zuj J O o � U > X W w � wo O W :�i m O = --4- U I z � � Q � Q 0 Q ~ 0 Z w Q Q z 10:� z ui I-- J N O (y) �O TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT-+0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED SIGNED AND SEALED fOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY ©2020 LENNAR CORP THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION ©2020 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE 10.09.19 1 04 UPDATE BAR LAP SPLICE DET. A/53 & J/S6 VERSION NO. 1.04 / 10.09.19 , < 41, I' t Ai a J M z e E3� 0 w O LCI) m _..I z p LLJ C) W ( °C -Jv r,a Lu Lj SH,) W w� Z Q LLI I'llLLl (3 <� W ❑ SHEET TITLE: SECTIONS, DETAILS, & NOTES (MONO) SHEET INFORMATION: JOB NO.: 390743 DATE ISSUED: 05.14.20 DRAWN BY: LF REVIEWED BY: TH 53 1-O O O 1 N a0 N LO REFER TO UNDERLAYMENT TABLE ON SKEET SNI 5/8° g° T 5/8" all 5/8° g® /_ FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: 12 (2) LAYERS FOR 2.12 < SLOPE < 4.12 (1) LAYER FOR SLOPE > 4:12 ��VENT OR 2ND FLOOR VERTICAL JAM u SOLID AREAS ARE u SOLID AREAS ARE ITYP•) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES a 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',111, AND 96-3/8' 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.P. TOP PLATE STANDARD 3' DIA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT INTERIOR ❑ SAW GUT TO 10 I/Z SAW GUT TO 10 1/2 ❑ FULL Sx8x16 BLOCK 3/4' FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. WALL VS' STUCCO FINISH PER' OVER C. 926 APPLY 3 LAYERS THREADED 3 DIA. EXTENSION ❑ W/ TOTAL THICKNESS i/8' OVER METAL LATH. FIRST 2 HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 1/2' GYPSUM BOARD Ck DOOR OPENING —DOOR OPENING Ck LAYERS 3/8' THICK EACH. 3RD LAYER I/8' THICK (SEE DOOR OPENING — SCREW OFF CAP (3' DIA.) W/ DRYWALL l —' I NOTES IN SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.) SCREWS g 8' O.G. OR WALL FOR CLEAN -OUT a ❑ ❑ CRICKET AS 4d DRYWALL NAILS a EXTERIOR—/ Ul I a a DOOR STOP WALL REQUIRED a a a a MOLDING ❑ ❑ ❑ USP SPT24 g EA. STUD GARAGE MIN. EXTENSION FROM EXTERIOR _ _ ❑ _ _ _ _ _ _ _ _ — — — ❑ 1/2 EXTERIOR GRADE , FACE OF BLOCK WALL IS 1 1/2' DOOR — — — — SHEATHING FASTENED TO MAXIMUM EXTENSION FROM 15T COARSE 2ND COARSE 3RD COARSE TRUSSES WITH Sd COMMON WIRE EXTERIOR 1/' FADE OF BLOCK WALL DRAIN 2x6 P.T. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS g 4' O.C. BOUNDARIES, 6' BLOCKING (TYP.) ' COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE O.G. EDGES 4 8 O.C. FIELD eL WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, 2x4 PT STUDS 9 16' O.C. WALL CLEAN-OUT,r,4 (2) 2x4 PT STUDS UNDER SCALE: N.T.S. M,4SONR�' L,4�'OUT D CARRIER/GIRDER TRUSS CJ.4 DOOR TRACK SCALE: N.T.S. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETSUSP HTA20 0 EA. STUD FOR DOOR MAIN SPAN REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER ROOF TRUSS SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. UPLIFT 8'X8'X16' KO. BLOCK W/ (l) *5 (BEE SCHEDULE) CONNECTOR T�'PIC,4L SECTION THRU UJINDOUJ TYPIC>4L CT4R�CE DOOR BUCK(KN� SCALE: N.T.S. S� CONT. AND FILLED W/ GROUT S (U *5 VERT. IN GONG. FILLED CELL W/ STD. 900 HOOK IN KO. BLOCK REFER TO UNDERLAYMENT TABLE ON SHEET SNI ALT. KNEEWALL A50VE M,450NRY WALL DET,4IL E FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: SCALE: N.T.S. 12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 TRUSS BOTTOM CHORD OR S� (1) LAYER FOR SLOPE >_ 4:12 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ (2) 16d TOE (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES m 24' O.G. BLOCK W/ (U "5 FOR CONCRETE PLACEMENT NAILS 19 EACH END , UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. *2 TOP PLATE 2x S.P.F. STUDS 9 16' O.C. CRICKET AS REQUIRED USP 5PT24 g EA. STUD 1/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH Sd COMMON BLOCKING (TYP.) WIRE NAILS ,0 4'O.C. BOUNDARIES, 6' O.G. EDGES 4 8' O.C. FIELD ■I!_!�71�1�1�1�1�!��I■ ■ THAN (o'-O'LUIDE (UN.O. ON PLAN) .- ••-�sI■■ LOCATION_ ��III III_ ■■��ICONT.OPENINGSGREATER I'�■■ ■■III III■■ III_I� ■■ill I l ■■IP. II �_�_�■■ -III I�II- 2 x BUILT-UP COLUMN DOUBLE 2x TOP TOP SPLICE °p 0 PLATE ° ° ° 18-106 NAILS 2 ROWS 10d g 3' O.G. (14 NAILS TOTAL) 2x TOP PLATE °o ° ° ° 2-166 NAILS 6 24' O.C. OR M/N °°°° EQUAL TO TRUSS BOTTOM 2x CRIPPLES Q 16"O.C. / 5/8'DIA. X 12' EPDXIED ATR CHORD OR BLOCKING 4/N W/ MIN. 8' EMBEDMENT �c 10d 8' O.G. 2x STUD 6 24 2x BLOCKING 9 EACH END W/ 10d ��ST . O.C. MAX. PROVIDE P.A.F. NAILS OR tv 4- O.C. FROM EACH HEADER �NcF 2x P.T. PLACE EQUAL 9 12' O.G. FACE TO BLOCKING Yp SEE A/S3 FOR STAGGERED FROM BOT. (2) 2x HEADER PER PLAN NOTE: o UPLIFT= 3105* SSPF�) PLATE TO CONCRETE REINF. INFO. PLATE LENGTHS MUST BE Zx BOTTOM PLATE W/ (1) 10d g 8' a a VARIES O.C. TO EACH HEADER FACE AT LEAST V -0" LONG. (TYP.) BOTTOM SPLICE as a na$ . N TYPICAL INTERIOR NON- OVER STUD - 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. �jE¢,RINC UJOODR�ME ui,4LL 2 X �o INR,41„rE USP NTTI6 rN USP 5PT22's EA. STUD NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION J UJ,4LL }4E,4DER DET,4IL j TOP PLATE SPLICE DETAIL SCALE: NTS PORT 9 EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. S� SCALE: N.T.S. ��J.4� 2x P.T. PLATE O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED S.4 SCALE: N.T.S. F= 2240 LBS NOTE: EPDXY TO BE SIMPSON x 10' 'J' BOLT s 24' O.C. MAX ROOF TRUSS PROPERLY. SET-XP OR EGUIVALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 6'X8'X16' KO. BLOCK W/ (1) *5 MOISTURE BARRIER ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT USP USP G CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. (l) *5 VERT. IN CONK. FILLED CELL TYPICAL FILLED LINTEL A55EMBLY C� W/ STD. 90° HOOK IN KO. BLOCK KNEE WALL ABOVE M,450NR1' WALL DETAIL E SCALE: N.T.S. 4 SCALE: N.T.S. �4 HEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 WALL STRAPS JACKS STUDS JACKS STUDS SIZE (UN.O. ON PLAN) EA END EA END EA END EA END 1' - 4' (1) (2) (1) (2) (1) USP L6TA30 4' - (3' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (3) 1 (2) 1 (3) (2) USP L5TA30 USP SPT4 5PT24 USP 5PT4 5PT24 USP SPT4 ROOF TRUSS ABOVE 2x TOP PLATE 2x BLOCKING 2x STUDS 24' O.C. OVERLAPPING 5/8'x10' 'J' BOLT\ 10 24' O.C. MAX. MIN. (2) PER BOTTOM PLATE 2x P.T. \ \\\ \ \ TRANSOM FRAMING \ \ INTO NAILED TRANSOM FRAMING (2) lbd TOE NAILS 10d NAILS a 6' O.C. STAGGERED EA. BLOCKING WIDTH OF OPENING VARIES FORM CONCRETE INSET TO CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) SECTION PLATE SEE SECTION AA/Si \ \\; _ 2x8 WALL ABOVE 1/2'X9 1/2' PLYWOOD WALL ABOVE. ADDITIONAL DETAILS ENTRY MATERIAL SEE FLOOR PLAN NOTES , USP 6PT22 • KO.SCRAP FOR REQUIRED CONNECTION USP SPT4 USP SPT4 USP 5PT4 J-BOLTS 9 24' O.C. (1 45BCONTLOCK4 FILLED ��lij (2) ROWS 12d NAILS STAGGERED RECESS MAX o SFF ��o� 9 12' O.C. EACH FACE OR LINTEL 5/S'X10' J-BOLTS A�qN 2x P.T. PLATE 2'-0' O.C. (3) ROWS 12d NAILS STAGGERED MOUNTING BASE NOt FORM CREATES CONCRETE RECESS TO 12' O.C. FOR 2x10 OR GREATER A •' ° MASONRY WALL SHOWN FOR CLARITY SEE DETAIL BELOW MOUNTING BASE SHOWN IN POSITION 2x4 (NOM) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED.LES HEADER 2X8 F.T. BOTTOM PLATE C EAT FOR BLOCK IS POURED 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH -s 16' O.C.WW/ (2) 12d IN PLACE CONCRETE TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/5 5/8'XI0' 'J' BOLT 9 24' O.C. MAX. GARAGE FLOOR SLAB G.M.U. (2) 2x HEADER (SEE PLAN) USP G (MIN. (2) PER BOTTOM PLATE) C TROWEL FINISH SEE GENERAL NOTES �Sx8x16 (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 FOR DRAINAGE PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 (1) 2x SILL PLATE W/ 10d NAILS a 4' O.G. GARAGE FLOOR 10d NAILS g (2) 12d TOENAILS. STAGGERED A 10d NAILS 6 &'O.C. STAGGERED CxARAC-zE ENTR'I' i=ORM DETAIL s O.C. TYP. BOX EXTERIOR HEADERS --� HEADER (1) 2x SILL PLATE W/ �� \ \ TRANSOM FRAMING SCALE: N.T.S. 2x JACKS (SEE ONLY (2) 12d TOENAILS. OPENING �� \ ° ° NBEYOND. TABLE ABOVE) LARGER THAN 4 FT. (2) 2x �\ \ \\ NAILED INTO o - MOUNTINCx BASE DETAIL GARAGE DOOR CRACK MOUNTING BRACKET SILL PLATE W/ MP3 CLIPS \\ TRANSOM PLYWOOD ° SCALE: N.T.S. EA. SIDE TRANSOM FRAMING\j, \\ \ PLYWOOD FASTENED TO TRUSSES ° E SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SEE SECTION AA/SI AND x\ \ W/ Sd COMMON WIRE NAILS a 4' O.C. 5� SEE PLAN FOR FOOTING CONNECTION ASSEMBLY 2x STUDS (SEE TABLE BB/51 FOR ADDITIONAL \\ BOUNDARIES, 6' O.C. EDGES AND B DIMENSIONS DIRECTION OF GARAGE ABOVE) DETAILS \; 8' O.C. FIELD DOOR TRAVEL USP HTT16 TYP. U.N.O. USP PLYWOOD GsARAGE ENTRY PINI5HED M45ONfRY DETAIL P �o SEE N/54 SPT22 SHEATHING SCALE: N.T.S. S OA�N/,�G P.T. BOT. PLATE RECESS SP WALL ELOW 5/8'X10' J-BOLTS a 24' O.C. LINTEL 5PT4 USP MAX. (MIN. (2) PER BOTTOM PLATE) +f HOLD DOWN CONNECTIONS 6PT4 ALTERNATE: . NOT REQUIRED 9 BEARING '- " - .. 5/8 DIA. ATR EPDXIED BOTTOM OF MOUNTING B E WALLS WITHOUT UPLIFT .•. e. ` • ' . e a` ° MIN. 6' INTO BOND BEAM POURED CONCRETE BASE FOR POURED CONCRETE BASE FOR� BLOCK WALL. RECESSED TO BE 2' ABOVE FINISHED 2X8 P.T. BOTTOM a 24' O.C. SPACE FOR GARAGE DOOR GARAGE FLOOR WALL i 4E,4D E R DETAIL O PLATE AND WATER SHED FORWARD THIS DRAWING. SCALE: N.T.S. 54 _ FRAMING DETAIL5 ,450VE ENTRY PARTIAL INTERIOR ELEVATION 5/8'XI0' 'J' BOLTS m 24' O.C. MAX. SCALE: N.T.S. CJ� (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. ' Z a nb ESa o-anoacna�na+?naaaano DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.donscoengineenng.com CA 25948 o CD N Z LLJ OLn^ 0 0 o� °-, R W U- n ZH Q_ <�Q o z cn W ZLu w J CD o U � > X LLJ w -j w OL O W :�i m 20 = -.4- U Q , z Q Q � � Q � zw Q Q Z QL1 F_ Z LU O c� V m �O TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02020 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2020-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE 10.09.19 1.04 UPDATE BAR LAP SPLICE DET. A/S3 & J/S6 VERSION NO. 1.04 / 10.09.19 Fp4N. Y d d 5 h �b p, ✓{ „t�3 CAN !f� •_� �I °E, > C ; t' I w m z O J w w U 52 W (.� < Q N Q� �v •.� 'a 00 W 1)* * w Z Qw �w t3 z 4 W0 El SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 390743 DATE ISSUED: 05.14.20 DRAWN BY: LF REVIEWED BY: TH S4 SEE STRUCTURAL NOTES BACKNAIL W/(2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR BAGKNAIL W/ (2) 16d NAILS SHEATHING DETAIL USP RT16A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER -9 24' m EA. OUTLOOKER OUTLOOKER FOR SHEATHING DETAIL/ ETAIL O.G. (OPTIONAL - SEE BACKNAIL W/ 2x4 OUTLOOKER REFER TO SECTION J ON ELEVATIONS) SEE STRUCTURAL (2) 16d NAILS 24, O.C. SHEET 55 FOR X-BRACING 24' O.G. NOTES AND NAILING TOP CORD INFORMATION ou TOP CORD 45 f ZX4 GONT L BRACE USP RTI&A OR EQUAL RM TOP CORD BLOCKING SCHEDULE FOR BLOCKING FOR BLOCKING FOR FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 24'MAX. 9 EA. OUTLOOKER SHEATHING DETAIL USP RT16A OR FIRST FOUR ROWS 3'6 24' O.C_ CMID EQUAL �' EA. OF TRUSSES / / FIRST FOUR ROWS OF OF TRUSSES m EDGES / WOOD TRUSSES TRUSSES fit EDGES I HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 GROSS BRACE OUTLOOKER 4' MAX. EDGES OF USP HGAMIO W/ (4 � / OF SHEATHING TYP. 2X4 KICKER I 2x8 SYPn 'L' BRACE TO 2x4 GROSS BRACE APPROX. APPROX. 8' FROM SHEATHING TYP. 1/4'xl-3/4' WEDGE 9 8'-0' O.C_ EXTEND LEAST 90io USP 8' FROM RIDGE FASTENED AT RIDGE FASTENED AT 'L' BRACE TO EXTEND �/ / 2x4 CROSS BRACE OF WEB LENGTH 4 EACH JOINT W/ l2) I BOLTS 4 ' S SDS 2x4 RAT RUN APPROX. 8' FROM I NOTCH 6 BOTTOM SPT4 ° EA. EACH JOINT W/ l2) 10d � l2) 10d 4 (2) 10d TOE At LEAST 90�a OF WEB 1/4' x i I/2' SCREWS / � � BRACING AT 24' RIDGE FASTENED AT I STUD 10d TOE NAILS g EA. END I LENGTH (SEE TABLE) / O.C. ON TOP OF CHORD (SEE TABLE) NAILS m EA. END / EACH JOINT W/ (2) I USP RT3A WITH 8-8d 2X6 FRAMED WALL - SEE ABLE TRUSS F OTT• CHORD 10d 4 (2)10d TOE - ; FROM LEDGER TP WALL SECTION FOR SPACING 2x4 PANEL BLOCKING I I/2' CDX PLYWOOD OR / FOR 4 TRUSS tv 48 O.C. FOR THE I 1/16' OSB SHEATHING SPANS ATTACHED NAILS EA. END Y BLOCKING I/2' GDX PLYWOOD OR 1/16' FIRST l4) ROWS OF ATTACHED W/ 10d NAILS 2X4 STICK LUMBER GYPSUM WALL BOARD I GABLE TRUSS OSB SHEATHING ATTACHED I tv 6' O.G. EDGES AND 12' TRUSS JOINT 24" O.0 MAX TRUSSES FROM EA. IN LINE WITH JACKS (2) 16d COMMON NAILS 2x4 PANEL BLOCKING 9 45' O.G. FOR THE FIRST I 1/2' CDX PLYWOOD OR W/ 10d NAILS 9 6' O.G. EDGES END TYP. TOP 4 I O.G. FIELD (see detail in eng pack for grade) or 0.128" x 3" GUN NAILS (4) ROWS OF TRUSSES FROM EA. END TYP. I 1/16' OSB SHEATHING -- _= AND 12' O.G. FIELD BOTTOM ATTACHED I (2) 16d NAILS BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 10d (2) 16d NAILS W/ (2) 16-d TOENAILS 2x4 'T' ON TOP OF PANEL 2x4 BLOCKING g 24' IIIBLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STRENGTH O.C. W/ 2 - 16d 2x4 "T" BLOCKING 2x4 LEDGER (MATCH BOTTOM CHORD NAILS 6' O.G. EDGES 2x4 PANEL BLOCKING 9 48' 2x4 BLOCKING 10dx3' g 4' O.G. CEILING BOARD PER CODE TOENAILS 6 EA. END 2x4 BLOCKING SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.C. FIELD O.C. FOR THE FIRST (4) ROWS 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD W/ 1 3/8' DRYWALL R ILSCO E 2'x6' P.T. SILL NOTCH 'L' BRACE HERE OF TRUSSES FROM EA. END 2x4 'T' ON TOP OF PANEL MASONRY WALL 48' O.G. TYP. TOP 4 BOTTOM ATTACHED PER CODE FASTENED WITH Sd COOLER NAILS SP HGA10 9 36 DRYWALL SCREWS 1' O.C. 1(od NAIL 5/8' x 10' 'J' BOLT 9 48' O.C. WEEP SCREED INSTALLED BLOCKING, FASTEN WITH OR 1 1/4' LONG DRYWALL SCREWS COMPLYING O.C. CEILING 4 8' O.C. WALLS ARCHITECTURAL FINISH 'L' BRACE USP HTA20 OR EQ. 9 6'-O' O.G. TYPICAL. W1(2)16-d TOENAILS 10dx3' m 4' O.C. WITH ASTM C1002 FOR FIRST 8 -0 FROM END PER MANUF. 4 FRO � DBL. TOP STUD WALL ATTACHED W/ ALTERNATE USP L5TA18 STRAIGHT STRAP 9 4'-0' SECTION R103.12.1 5/8' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WALL 9 4' O.C. TYPICAL PLATE 10d NAILS 6 4' (SEE TYP. SEC.) O.C. ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT O.G. TYPICAL DROPPED FLAT TOPS OF W/1-10dx1 1/2' AND TO MASONRY W/ (3) 3/16'x 2 1/4' FASTENEDWITH 8d COOLER NAILS TRUSS) uSP SPT24 EACH STUD EXT. WALL CONN. NON -LOAD HIPS FOR FRAMING TAPCONS. OR 1 1/4' LONG DRYWALL SCREWS GABLE TRUSS WEB (GIRDER NOT DROPPED) 5 CT I ON 2 COMPLYING WITH ASTM CI002 FOR SECTION 3 6ECTIO1N SEARING LOCATION IDOU5LE "L" BRACING DETAIL 5 FIRSCALE: N.T.S. CJJ OCSTYPIOALROM END WALL g 4' SCALE: N.T.S. CJ�J SCALE: N.T.S. cJJ SEE TYP. WALL SECTION FOR SCALE: 3/4' = I'-�5F, SCALE: N.T.S. S5 DROP HIP DET,41L ADDITIONAL INFORMATION. SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL 2O'-r�' rlAx 2(d'-m" MAX Sd m 6'OC 2 4 BLOCKING Wll2) 10d 'X' BRACE TCONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 2x4 'T' BLOCKING _m • �o _� TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' t 24° MAX. 2x4 OUTLOOKER �' 24 O.C. WOOD TRUSSES x TOE NAILS a EACH END 9 24' O.C. (TYP) OF TRUSSES USP RT16A OR EQUAL 9 EA, x Z_ XI1 2 1 1 22 12 EDGES OF 2x4 CROSS BRACE OUTLOOKER �, SHEATHING APPROX. 8' FROM I 'L' BRACE TO EXTEND AT LEAST TYPICAL RIDGE FASTENED AT 90% OF WEB LENGTH (SEE TABLE) 10d EACH0d i2 I4 TOE NAILS I GABLE TRUSS EA. END I 1/2' GDX PLYWOOD OR 1/16' 065 I TRUSS VERT. WEB- P.T. SILL SILL I SHEATHING ATTACHED W/ D 1 NAILS 6 6' O.G. EDGES AND 12' SPACED 9 48' O.C. AX. I O.C. FIELD BRACING W/(3) 10d x 3' � _ (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS I I 2x4 PANEL BLOCKING 6 48 O.C. FOR THE FIRST I 10dX3' 9 3' O.C. THROUGH CHORD • m EACH CONN, 9 24' O.C. OF STAGGERED 10d COMMON WIRE NAILS lD = 0.148', L = 3') OR EQUAL OF STAGGERED 30d COMMON WIRE NAILS (D = 0201', L = 4 1/2') OR EQUAL OF STAGGERED 30d COMMON WIRE NAILS lD = 0201', L = 4 I/2') OR 8'-0' OF END WALL FROM EA. END TYP. BOTTOM I INTO 2'x6' P.T. PLATE USP HGAM10 W/(4)-I/4'xl-3/4' MOISTURE BARRIER EQUAL CORD ATTACHED W/ (2) 16-d TOENAILS I WEEP SCREED INSTALLED PER WEDGE BOLTS 4 (4) SDS 1/4' NOTES: MANUF. 4 FRC SECTION R103.12.1 x 11/2' 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 -CSKI SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 2x4 'T' ON TOP OF PANEL BLOCKING MOISTURE BARRIER MASONRY WALL 2x4 BLOCKING a 48' O.G. KQ 'L' BRACE I 19,d NAIL ATTACHED W/ 10d NAILS 's 4' O.C. TYPICAL GABLE TRUSS WEB SINGLE V BRACING DETAIL SCALE: N.T.S. S5 DIAPHRAGM BLOCKING is 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' 9 4' O.C. USP HTA20 6 EA. TRUSS ARCHITECTURAL FINISH NOTE: / — — — — TRUSS VERTICAL THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/8, OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH Sd VERT. WEB (24' O.C. MAX.) 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING L7OP 4 BOTTOM CHORD GABLE COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACING B 4'-0' O.C. MAX (2) 2x8 'L' BRACE 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) (6) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3) 16d COMMON NAILS. LONE INTO EACH OUTSIDE FADE CI002 FOR FIRST 8'-0' FROM END WALL g 4' O.C. TYPICAL 2 MISSED VERTICAL WEB± USE 16d PER SIDE 5/8'x 10' 'J' , BOLT -9 32' O.C. SIMPSON MSTAM36 ON OUTSIDE 2) T, BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) I SECTION MINIMUM 6' FROM PLATE SPLICES EXT. WALL CONN. e NON - LOAD BRACING OF WEB MEMBERS PROVIDED It EXTENDS OVER AT LEAST W9. OF THE WEB. jCISSOR GABLE ,T' BRACE T''PIC;AL NAILING SCkEDULES FOR BUILT-UP COLUMNS (a W/ 3/16'x2'0 PLATE WASHER BEARING LOCATION (UNEVEN CLG.) E REWRED MINIMUM PERMANENT TRUSS 5fRACING PLAN � CJ AS PER HIB 91 SCALE: N.T.S. SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER SCSI 2013 EDITION SCALE: NTS S5 SCALE: N.T.S. CJ� ADDITIONAL INFORMATION. S 2x4 OUTLOOKER a 24' SCISSOR TRUSS 12 O.C. W/ l2 )10d PER JOINT TOP CHORD BLOCKING FOR 15T MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2) 16d TOE NAILS m EA. END (SEE PLAN FOR LOCATIONS) 10dx3' O.C. 2x4 NERS (2) 1(od PER 9 6' O.C. JOINT TYPICAL 12" MAX. "L." 5R,4CINC� fRE:QIJIfRE: IE:INTS STUD SPACING NO 'L' BRACE (1) 2x4 (UN.O.) 'L' BRACE 2'x6' (UN.O.) 'L' BRACE 24' 0'0' - 3'-0' 3'-0' - 6'-0' 6'-0' 4 GREATER SCISSOR GABLE - (1) 2x8 12 S.P.F. a EACH VERTICAL AND (2) 2x8 FULL HEIGHT Q DIAPHRAGM BLOCKING i 6.'3 1 MAX. PRE-ENGINEERED OVERLAD TRUSS BRACING AT LEAST TWO TRUSS SPACES 6' OVERLAP 2X4 BRACING 6 48' O.C. CONTINUOUS WOOD TRUSSES TO FIXED LOCATION ATTACHED W/ 2-10d a EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP • OR BOTTOM OF THE BOTTOM CORD) CONTINUOUS BOTTOM CORD BRACING 2x4 MIN. NOTE: ALTERNATE NON -DROP ST 13% OF WEB LENGTH EXCEF`T, SCISSOR CE MUST EXTEND AT ETAO �WH MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING GABLE CH REQUIRES BRACE EXTEND FULL HEIGHT OF GABLE. CROSS 5R,4CING DE=T,41L J C;,45LE END DETAIL 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS 6 4" O.C.. TfRIJ55 5R,4CING OVEFL,4}= DET,41L \-COSMETIC DROP CEILING FRAMING SCALE: N.T.S. CJ SCALE: N.T.S. SCALE: N.T.S. CJ� SCISSOR TRUSS UJ/ DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS I GABLE TRUSS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 55 S5 END JACK * 'L' BRACE W/ 10d 9 4' O.C. 12 3 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. b,g MAX. 'L' BRACE W/ 10d a 4' o.C. II'-01 MAX. S5 12 OUBLE TOP PLATE 6.9 MAX. 5 (SEE SCHEDULE FOR SIZE 5 S5 AND LOCATION) S5 * Lu �qc� 2X4 LEDGER GABLE TRUSS Lu 0 u COINER JACK * USP LSTA 18 6 _0- = � b S5 O * iF iF it d e °d e e a ' e.d a a a. UPLIFT CONNECTIONS - TOP � 4 I P F RA4 'I I NCB TupS g 16' O.C. GONT. BEARING ONT. BEARINGDBL, PLATE USP HGA10 (TYP.) STUDS o 16' O.C. USP SPT24 WOOD FRAMED C-A5LE END BRACING DETAIL USE USP HTA20 (OR EQUAL) CONNECTORS a MASONRY OR uaP RT16A (OR EQUAL) CONNECTM a FRAME WALLS 4 USP RM is HIP JACK TO FRAME WALLS C� ,46 L E: EN[)B R,4C 1 NCB D E T,41 L ®EACH STUD ,45L E END 5R,4C INCH Q E T,41 L SCALE: 3i4'=I'-O' MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE: N.T.S. NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. � 3'R �I ` . x� oaoa 4 YtiC oad oaa oa�xy goaC;bYe Y.. . DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com CA 25948 o 0 N Z w o? N 0 z L3 � M O^ Q (n J Ln aWw^ zHaaM o zv~i� W w Lu J 0 o 0 � U Q W w V) w O W m = O = V) � Z ) Q � Q O O zw Q Q Z z Lu J O c/) =D (y) �O 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=±0.18) WIND ZONE THIS DRAWING AND DESIGN 15 VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2020 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2020 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE 10.09.19 1.04 UPDATE BAR LAP SPLICE DET. A/S3 & J/S6 VERSION NO. 1.04 / 10.09.19 P 9 � y a ✓� o v:l •` a b w O w CIO C=3 —J CV z O Lu Q w U L�f W U' '® �0 W LucC w4t Z Q 1,14 Lu Lu a- o_ W ❑ SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 390743 DATE ISSUED: 05.14.20 DRAWN BY: LF REVIEWED BY: TH S5 �O CD CD 1 1 co LO SCISSOR TRUSS 1/4' TO 1/2' GAP BETWEEN TOP PLATE 4 TRU55 1/2' NOMINAL PLYWOOD OR O.S.B. NAILED W/ 8d NAILS 6 4' O.G. BOUNDARIES, 6' O.C. EDGES, 4 12' O.C. FIELD x Q 0 i Ln SCISSOR TRU55 REFER TO SECTION I ON SHEET 55.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION 1/4' TO 1/2' GAP BETWEEN o TOP PLATE 4 TRU55 0 0 0 J U5P HGA10 a_ � 46' O.C. LISP HGAIO 6 EACH TRUSS WOOD FRAME EXT. WALL U5P 5PT24 m EVERY OTHER STUD 2x8 STUDS AT IV O.C. LISP 5PT22 6 EVERY OTHER STUD KO. BLOCK W/ (1) 05 CONT. 4 FILLED 5/8'x10''J'5OLTw24'O.C. (STAGGERED) W/ 2' DIA. x 3/16' PLATE WASHER (TYPICAL) lx2 P.T. FURRING STRIP MASONRY WALL (DESIGNED AS CANTILEVERED) NON-5EAfRING EXT. KNEE-W,4LL ,4 SCALE: 3/4' = 1'-0' 5F7�_I WOOD FRAME EXT. WALL U5P 5PT24 e EVERY OTHER STUD 1/2' NOMINAL PLYWOOD OR O.S.B. NAILED W/ Sd NAILS tv 4' O.G. BOUNDARIES, 6' O.C. EDGES, 4 12' O.C. FIELD 2x8 5TUD5 AT IV O.C. " FER TO SECTION 1 ON EET 55.1 FOR BRACING, AND TOP ORD BLOCKING ORMATION 5G 155OR TRUSS I' RAT RUN BRACING 9 O.C. ON TOP OF )TTOM CHORD FOR (4) J55 SPANS ATTACHED 2-16d 6 EACH TRU55 INT 3LOCKING END NAILED I6d g 24' O.C. (MAX.) :KING (TURNED (LED TO TOP PLATE NAILS � FRAME EXT. WALL �PT24 ,Y OTHER STUD )5 AT 16' O.G. PLYWOOD OR 7/16'055 IG W/10d NAILS 6 (o' O.G. 4 12' O.C. FIELD. PT22 6 r OTHER STUD )CK W/ (1) 4 FILLED 'J' BOLT a STAGGERED) . x 3/16' ASHER (TYPICAL) i STRIP _L (DESIGNED AS CANTILEVER) NON-8EARINC-; EXT. <NEE -WALL C SCALE: 3/4' = I'-0' 55.1 _ 2x4 CRO55 BRACE AT SEE NOTES FOR ROOF DIAf=HRAM NAILING SPECIFICATIONS RIDGE FASTENED AT EACH JOINT W/ (2) 10d x 3' LISP RT16 OR EQUAL m EA. OUTLOOKER 0 0 TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES m --EDGES OF SHEATHING TYPICAL TOENAIL W/ (2)16d NAILS 2x4 'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10d x 3' to 4' O.C. CEILING RIDGE 2x4 PANEL BLOCKING 6 48' O.C. ATTACHED W/ (2) 16d TOENAILS INTO BOTTOM CHORD. INTERIOR HIP VAULT± 6:12 SLOPE CENTER AND 3:12 SLOPE SLIDES. 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH A5TM C1002 FOR FIRST 8'-0' FROM END WALL Q 4' O.G. TYPICAL 2x6 P.T. SILL 5/8' x 10' BOLT m 24' O.C. MINIMUM 6' FROM PLATE SPLICES W/ 3/16' x 2' DIA. PLATE WASHER G,45LE END DETAIL AT HIS' VAULT SCALE: N.T.S. 2x4 OUTLOOKER a 24' O.C. 24' MAX 1/2' CDX PLYWOOD OR 7/16' 055 SHEATHING ATTACHED W/ 10d NAILS o 6' O.G. EDGES AND 12' O.C. FIELD TRUSS 'L' BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE ON SHEET 55) 10d x 3' a 3' O.C. THROUGH CHORD INTO 2' x 6' P.T. PLATE —PLACE SHEATHING FLUSH W/ MASONRY. -WEEP SCREED INSTALLED PER MANUR 4 FRC SECTION R103.1.2.1 - MOISTURE BARRIER. USP WTA20 w EA. TRU55 VERT. WEB (24' o.c. MAX.) 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45^ DIAGONAL BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS A -A BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK — PROVIDE 2 x 8 DIAG. BRACE BTWN. VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS TOP (2) #5's x 4' 0" CENETERED @PIPE PENETRATION DOORJAMB 1X4 1/2" DRYWALL DOORJAMB 1 X 4 1/2" DRYWALL DOORJAMB 1 X 4 1/2" DRYWALL P.T. ATTACHED PER ATTACHED PER ATTACHED PER DOOR MANUF. DOOR MANUF. DOOR MANUF. It �1 X 4 1 X 4 3-1/4" LONG X 3/16"0 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 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 311 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 DOOR JAMB TAPCON ATTACHED PER ATTACHED PER 2" EDGE DIST. ATTACHED PER DOOR MANUF. DOOR MANUF. DOOR MANUF. 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX ir NSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 8d NAILS AT 8" O.C. AT BUCK (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARC ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO BLK.) SOLID BLKG. AT TOP BTWN. ARCH r BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END ---_� a- a II I ,III —III —I I d d d a a III III • • i LEAVE A CUT OUT IN O.S.B. ON THE ------------- INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) EQUAL BTWN. OSB ARCH FACES W/ (4) 1 Old NAILS THRU OSB INTO 2 x 8 ARCH DETAIL K SCALE: N.T.S. SS PLUMBING LINE PVC OR SCH40 SLEEVE a d . SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION - SECTION A -A 8" 2'-0" 1/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PVC OR SCH40 SLEEVE / r PLUMBING LINE z �a d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE FF PENETRATION PLUMBING LINE O d O 4 a =III-III=III=11 � �° a 11=III-III= ' —III; III —I a a d d I —III —III —' —III— j =1 = O d SEE FND. PLN. SIZE & REINF. 11 TYP. FND. PENETRATIONS SCALE: N.T.S. PROVIDE (2) MIN. TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. A/C CHASE 4" PVC SLEEVE THRU STEM WALL .. _4 — PROPER INSTALLATION MAX. 8" #5 REBAR (n FILL SOLID STD. 90^ HOOi BOTH CELLS Lila NOTCH WEB AT THE FIRST: +5^ �— FILLED CELL PER FOUNDATION PLAN P,) TYP. XKfl11: USP RT16M UPLIFT CAPACITY = 1395 # FOR 1 STRAP = 2790 # FOR 2 STRAPS 1-PLY PRE-ENGINEERED TRUSS USP RT16M W/ (9) 10d x 1 z" NAILS & (4) %" x 1 4" TAPCONS (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (8) 10d x 1)/2" NAILS AND (4))/ " X 13/" WEDGE BOLTS [(1) STRAP = 1225 # , (2) STRAPS 2450#1 BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #12 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY T. WA / WALL USE (3) 1/4" X 3 1/4" TAPCONS AT 16" O.C. TR S JACK TRUSS PROVIDED BY TRUSS 12 COMPANY OR 2x6 #2 SYP @ 24" O.C. SEE W/ (3) 8d TOENAILS @ TOP & BOTTOM PLAN CHORD TO LEDGER ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 12d NAILS 2 USP RT3A X6 TO 2X4 , PROVIDE 2x CONT. W/ (3) 12d NAILS JACK TRUSS PROVIDED BY / TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. / T-0" MAX SEE PLAN 00, 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #12 X 4'Y." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C. SECTION @ SHED ROOF L SCALE: 3/4" = V-0""I SS SLEEVE THRU STEMS SEE PLAN FOR : eq a FOUNDATION INFO ° a' STEM FOUNDATION GRADE REINF. SEE PLAN SLEEVE THRU FOOTING MONO FOUNDATION (1) #5 BARS CONT. 12" BELOW TOP WITH MIN. 3" GRADE COVER MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS 6'-0" 0 X I ox t D D M GRADE p ° D °D T - • '> _ ° I> ° �"—(2) #5 REBAR. MIN. 3" 16" MIN. (1-STY) 10, COVER EA. WAY 20" MIN. (2-STY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" I IAIAr%0C:DTARI C IAIQTAI I TInKI FILLED CELL INSTALLATION SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT H SS FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° OVERHANG RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. + + Rh�NG�GTH TO TRUSS TOP CHORD + + PLYWOOD SHEATHING + + + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP &s + EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS HTT16 W/ (18) - 16d NAILS STUDS & (1) - 5/8" DIA. F THREAD ROD EPDXIED SIMPSON "SET-XP" EPDXY M 12" EMBEDMENT & 1-3/4" M EDGE DISTAN (ALLOWABLE UPLIFT=2,24. CELL FILLED SOI w/(1) #5 VERT. REB, RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND JOIST & (4) 1/4"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 1'-0" 5-0" MIN. FINISH FLOOR ° Y #5 BAR ,D P jolt °° ° p ° CENTERED W/ 90 H ° IN TOP o _ p KNOCKOUT/ N CHAIR BLOCK ° MONO FOOTING _ D SIZE AND REINF. PER PLAN AND SECTION DETAILS -I I o CLEAN FILL ° DIRT z ° STANDARD c iv #5 BAR IN 90' HOOK FILLED CELL s— ' vv v STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" z 0 < 2 U LU O U W J U Ll u_ Q ~ J U Z_ N NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. nm ■1 EXISTING BOND BEAM. DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE #5X6' EMBEDDED INTO EXISTING BOND BEAM - FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. 05X6'EMBEDDEDINTO EXISTING FOOTING DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT 14" 1 SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. E�n � Nkbj,3�i F h 1 �ua6 a�3ra b;acuaa�>3 cx��s�o sa x� r DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813,645.0166 f. 813.645.9698 www.scoenginee6ng.com CA 25948 1 o 0 N z 'u OL^ 0 Q Ln M M Z is—aar%� 0 < F- F- WLU z t~il J 0 o �O U � Q LLJ W _j � w 0 LJ-J 00 O = � � U � � Z cn Q � Q � U zW Q z W � Z > cn UO V) V) �O TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ©2020 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2020 - THESE DRAWINGS AND DESIGNS ARE THE DINT PROPERTY OF DANSCO ENGINEERING, LLC AND JHE TCLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBfiED. REVISION: DATE DESCRIPTION 01,09.19 1.02 ROOF UNDERLAYMENT REV. 02-11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE 10.09.19 1.04 UPDATE BAR LAP SPLICE DET. A/S3 & J/S6 VERSION NO. 1.04 / 10.09.19 v 3 x ` J � YY 3F4r:fi: tV � O LLI CID_ ,® z O :.i w U O 3 Lu401) QN j,q 99 t J"t > 0 co 44 W � 41- w Z Q LLI � LLI (, Ins �d W 4RL ❑ SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 390743 DATE ISSUED: 05.14.20 DRAWN BY: LF REVIEWED BY: TH ss 'O O O 1 LO TEMPORARY TAPE 'FLAP' ?0 HOLD FLAP � LNOUSE WRAP AT ING O 9' ROUGH OPENING HOUSE WRAP SHEATHING WINDOW FLASHING METHOD 'Ad' A A WINDOW INSTALLER WILL CUT THE BUILDING PAPER AT A 4, ANGLE TO A POINT 9' UP AND 9' OUT Ol FROM THE UPPER CORNERS OF THE ROUGH OPENING. B. THIS WILL MAKE A 'FLAP' THAT WILL BE USED TO COVER THE HEAD FLASHING IN STEP 6, TEMPORARY TAPE 'FLAP' TO HOLD FLAP // 4,1 HOUSE WRAP 7 ` SHEATHING O ROUGH OPENING 4' SILL WRAP SILL FLASHING HOUSE WRAP INSTALL FLEXIBLE FLASHING SHEATHING CORNERS AT WINDOW SILL WINDOW FLASHING METHOD 'A -I' 3-5TEP PROCESS: 02 A. INSTALL SILL FLASHING (EXTENDING 4' BEYOND THE ROUGH OPENING ON EACH SIDE) B. INSTALL CORNER SHIELD FLASHING (FASTEN WITH M015TOP SEALANT OR EQUAL) C. INSTALL SILL WRAP (MUST COMPLETELY COVER ROUGH OPENING SILL (INCLUDING COMER SHIELDS) METAL FLASHING DOUBLE LAYER SPLINE APPLIED VERTICALLY (IF U51NG FELT, SPLIT 36' - WIDE SHEET IN HALF) 2' TO 4' LAP AT HORIZONTAL JOINT 2' TO 4' LAP AT 1 I 1 I HORIZONTAL JOINT I I I I I i i I i i I I I l I i l � 1 SHEATHING I I I I I . I 1 I I � I I I ' I j I I BUILDING PAPER HOUSEWRAP I I 1 I I I 1 I I I I 1 I I I I I I I -CUT WINDOW I r. I I I : ' OPENINGS ' I I SHEATHING WRAP (BUILDING PAPER ' OR HOU5EWRAP) CARRIED I' TO 2' BELOW BOTTOM OF SHEATHING 4' TO 6' LAP AT VERTICAL JOINT 9' l b' MIN.) BEYOND CORNER BOARD SHEATHING WRAP DETAIL SCALE: N.T.S. TEMPORARY TAPE 'FLAP' TO HOLD FLAP // 4,1 LHOUSE WRAP SHEATHING CAULK BEHIND WINDOW FLANGE BEFORE INSTALLATION. WINDOW FLANGE — L—L SILL FLASHING HOUSE WRAP SHEATHING WINDOW FLASHING METHOD 'A -I' 03 A. APPLY A CONTINUOUS BEAD OF CAULKING ON THE BACK SIDE OF THE WINDOW FLANGE. B. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. TEMPORARY TAPE FLAP' TO HOLD FLAP HousE WRAP HEAD FLASHING JAM FLASHING WINDOW FLANGE HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLASHING METHOD 'A -I' OA INSTALL HEAD 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 SURFACE TEMPORARY TAPE 'FLAP' TO HOLD FLAP /HOUSE WRAP �* SHEATHING JAM FLASHING WINDOW FLANGE HOUSE LJ WRAP SILL FLASHING SHEATHING WINDOW FLASHING METHOD 'A-1' OA INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON EACH SIDE. B. EXTEND THE JAMB FLASHING 4' ABOVE THE ROUGH OPENING AND 8' BELOW THE ROUGH OPENING. C. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS.. Z WRAP� 'FLAP' ----------------------------- ; AD FLASHING JAM FLASHING HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLANGE 100 LO WINDOW FLASHING METHOD 'A -I' OA ALLOW THE BUILDING PAPER 'FLAP' TO DRAPE OVER THE HEAD FLASHING. HOUSE `FLAP' WRAP ---------------------------- WEATHER RESISTANT CONSTRUCTION TAPE AD FLASHING JAM FLASHING HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLANGE WINDOW FLASHING METHOD 'A-r OA. APPLY WEATHER RESISTANT TAPE OVER THE 45• ANGLE CUT ON THE BUILDING PAPER B. ON IN51DE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineenng.com CA 25948 o 0 N Z w off^ 0 Ln M O^ Z Q� aWL^ la— a aLn c+%� Z <�Q00 Z 17) W zLu IL J 0 o 0 U � x w � w w O LU m = o = U z V) Q Q O � Q F_ z w Q Q z 0:� F_ z Lu O OL (/) CY) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ©2020 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2020- THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT, ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE 10.09.19 1.04 UPDATE BAR LAP SPLICE DET. A/S3 & J/S6 VERSION NO. 1.04 / 10.09.19 'ea +�R ♦J}'q., are / (_ lF _ CD i n — O r :e N c%j � O w m J w 0 W (D i '4i-'a W w� Z Q w � Lu Lo� ILCL Z ElW SHEET TITLE: WINDOW FLASHING DETAILS & NOTES SHEET INFORMATION: JOB NO.: 390743 DATE ISSUED: 05.14.20 DRAWN BY: LF REVIEWED BY: TH WF WINDOW FLASHING METHOD 'A -I' OA ALLOW THE BUILDING PAPER 'FLAP' TO DRAPE OVER THE HEAD FLASHING. HOUSE `FLAP' WRAP ---------------------------- WEATHER RESISTANT CONSTRUCTION TAPE AD FLASHING JAM FLASHING HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLANGE WINDOW FLASHING METHOD 'A-r OA. APPLY WEATHER RESISTANT TAPE OVER THE 45• ANGLE CUT ON THE BUILDING PAPER B. ON IN51DE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineenng.com CA 25948 o 0 N Z w off^ 0 Ln M O^ Z Q� aWL^ la— a aLn c+%� Z <�Q00 Z 17) W zLu IL J 0 o 0 U � x w � w w O LU m = o = U z V) Q Q O � Q F_ z w Q Q z 0:� F_ z Lu O OL (/) CY) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ©2020 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2020- THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT, ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE 10.09.19 1.04 UPDATE BAR LAP SPLICE DET. A/S3 & J/S6 VERSION NO. 1.04 / 10.09.19 'ea +�R ♦J}'q., are / (_ lF _ CD i n — O r :e N c%j � O w m J w 0 W (D i '4i-'a W w� Z Q w � Lu Lo� ILCL Z ElW SHEET TITLE: WINDOW FLASHING DETAILS & NOTES SHEET INFORMATION: JOB NO.: 390743 DATE ISSUED: 05.14.20 DRAWN BY: LF REVIEWED BY: TH WF FLASHING REQUIREMENTS FLASHING AND SEALANTS FOR EXTERIOR WINDOW AND DOOR OPENINGS SHALL COMPLY WITH WEATHER RESISTIVE wlNDow uNlr SECTION R703.4. BARRIER THESE DETAILS ARE GENERIC AND MEANT TO SHOW DOOR ROUGH OPENING = SLOPE GENERAL FLASHING AND WATERPR FIN OO G METH DS TO BE USED. O R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF N0. 15 ASPHALT FELT, FREE FROM HOLES AND -- __ 0.3 in: 12.0 in BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE WOOD FRAME CONSTR. - = m : 06c 30.5cm BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING FALL S O EXTERIOR WALLS. SUCH FELT OR SELF -ADHERED FLASHING �' 3/4"-1" BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER '` SELF -ADHERED FLASHING SELF -ADHERED FLASHING MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT P......... �� OVER RIM JOIST AND UTHRESHOLD OF DOOR AND RETURN (51 BRAND UP JAMB 6". USE LIQUID NAIL A WALL BY 6 IN. = - - R EQUAL WEATHER PROOF CAULKING O Q EXTERIOR PRODUCTS DETAIL U S LESS THAN INCHES 1 2 6 C S 5 MM .THE FELT OR OTHER APPROVED MATERIAL HALL BE CONTINUOUS ( ) S O UOUS TO THE TOP OF WALL AND TERMINATED SAT 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 Q UNDER DECKING ::::.:::. ;::;i;:•: s;:<:::::;:r...::•::_. .::::. s:=_ .....;:':.:::: �i::�:::';n::::::;:Sr.:.:'•:. SUBIFLOOR ::•' (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 Refer to the number marked as ## in each detail that corresponds to PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT the numbered items in the list Of instructions below: EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS 1 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN 2V A A A ?1 V 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 W P 02 SELF -ADHERED FLASHING W P 03 3. Self -adhered flashing can be substituted for building paper g g P P 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 4. Split the release paper using the ripcord (Split release on WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. 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 RESISTIVE BARRIER & EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT - RUBBERIZED NEEDED IN CORNERS ADHESIVE 5. Remove all release paper per standard installation instructions P P P MORE OF THE FOLLOWING: TEMPORARILY SECURE 3/4"-1" BEAD OF CONSTR. INSTALL ADHESIVE TO BE APPLIED UNDER THROUGH SELF -ADHERED ASPHALT ADHESIVE and adhere to substrate usinga square piece of flashing material Q P 9 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR WEATHER FLASHING JAMB &HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING � � (6 x 6 Minimum) FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S rRESISITIVE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW 6. Fold by INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. BARRIER EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) OR Qu o0 C u G as shown arrows WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED PAN FLASHING A S G SHALL BE .V - TAPE _ EXTERIOR SCORED -- 7. Angle of corner may vary, adjust folding of the flashing INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL := s SHEATHING RELEASE PAPER accordingly to fit tight to corner g y g BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE \ FOLDING, 8. Mechanical) fasten as necessary y ry EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT = - SELF -ADHERED FLASHING, RELEASEPAPFRroExPo sF DRAINAGE. OPENINGS USING PAN FLASHING SHALL P S G S L INCORPORATE FLASHING OR - ASSEMa�Eo�NooW1 = - - EXTEND VERTICALLY FROM ADHESIVE AS SHOWN) PROTECTION AT THE HEAD AND SIDES. -- - - WEATHER BOTTOM OF THRESHOLD 1.2 IN FLASHING DESIGN ACCORDAN E WITH THER METH C S GO OD OF A REGISTERED DESIGN ESIG RESISITIVE O PROFESSIONAL. = = -_ - BARRIER SECTION -A (SEE DETAIL WP02) 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 - - - .................. ..........................._.. :irk;:; SELF -ADHERED FLASHING O .. OR FMA/AAMA/WDMA 00. 4 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR 2 HEAD FLASHING TIE-IN INSTRUXTIONS: ;. ;, , . STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 1. Cut, fold up & temporarily secure weather resistive] , 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. barrier above header to allow for flashing SELF -ADHERED FLASHING installation 4 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 2. Self -adhered flashing plus head flashing under weather resistive barrier 02 SEAL TOPS OF JOISTS 1 6 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 3. Fold weather resistive barrier back over head 2 UNDER DECKING 2 7 6. AT WALL AND ROOF INTERSECTIONS. flashing and seal with tape (SEE DETAIL WP07) 7. AT BUILT-IN GUTTERS. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING WP06 EXTERIOR DOOR WITH DECK INSIDE CORNER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING � �GI"OUnd� _ SHEATHING 7/8" Cement Plaster 7/8" Cement Plaster REFER TO TECHNICAL 1 in accordance with in accordance with LETTER ON CHEMICAL .� _ "1i`�hs:'_;;;,_.. Water Resistant Barrier ATM S C926 ASTMC926 COMPATIBILITY "-"'••••••••••• ••- .. SELF -ADHERED FLASHING - Lath Felt backed metal Felt backed metal ° •••;:;-:::::�x::.: a�rr.�•;a• SELF -ADHERED FLA HING SELF AD S Sheathing 9 ........ lathe accordance ate in acco da ce lathe in accordance PATCH with A TM 1 S C 063 with A TM 1 S C 063 :�iji}liii'ricii:... Stucco ....... ..... ..:ii�':=�'�''_n::riiii "::::i•":..; e A Building Paper .. . Building Paper ..::.;5 ..:::: •..i>iii ° .::::::':::::?:;;;:57:::+ :::::::::: x::..::::::::::::... A .e a .a f ,' ' F 2 '�•::•:•::•::•::::''. '.'. :' :'. :':::::. ..,. 7/16 O.J.B. 7/16 O.S.B. / ..._...............:..:::::.:_::..::::::.::::::::::::...........:.:::::::::::::::... ............_................................................::............::.:.:..:..:.:._.:.::..:_...._....:............................ e............................ d � :. . • . ............. ............. � .. sheathing/ sheathing •:::.- ::: ..._ .... SELF -ADHERED FLASHING ..........................._.... •:::. ::::.:.:::::::r.....:::c::' •:_-:Ifq?.v::::iii" M7.iii_ !:iiiiii=' .- .............. / / / ..................... '' 1 Foundation Walf'e , : : ' •;. =< >""' SELF -ADHERED FLASHING Flashing NAILING F LANGE SELF -ADHERED FLASHING """'``'`°'"""''``"'''"' 1 e. .. e ' .s Wee P Sc reed 2 3" MIN d• A Installed As Per Stampede or similar 2 4 Manufact. Specs. & DO NOT FLASH OVER FRC R703.7.2.1 cauk bottom BOTTOM NAILING g 5 joint only FLANGE Maintain Bottom of Weep Screed Installed As Per SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING Q WPOV FOUNDATION WEEP SCREED Q WP09 Weep Screed 2" Above Roof Manufact. Specs. & HALF ROUND WINDOW OUTSIDE CORNER FRC R703.7.2.1 Sheathing 1/2" Cementitious Decorative Finish ,o•• ••o. All inside and .•'• •. outside corner will • ••°••. need to be miter • cut and caulked all C•• Cement Plaster •• butt joints need to •'•.o• in accordance •o•••• ' .• •. ' becaulked using with ASTM C9 ••• Stampede or sim. over wood floor caulk for all DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED - SELF -ADHERED FLASHING FLASHING O 2 Cement SELF -ADHERED FLASHING �/�/P07 DECK JOIST V V Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE F 3 � Y yao.o Q Pgq oo� ma��psxv xgaRocB 1 3 DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 I o 0 N Z LU O� 0 � � n 0 0 � M Z CD Q (n J to wL ZFQ-aar%� ��¢ o zc~ial- W Z� LU J O 0 U � Q x LU L LU I I- _ LU O LUC: O = U Q I Z � Q Q0 � Q l-- Z I Q Z W F- Z LU C) O J to V) C'M TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION 7 201FLORIDA RESIDENTIAL i ) BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. c 2020 LENNAR CORP.-THIS PLAN MAY NOT BE O REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2020 - THESE DRAWINGS AND DESIGNS ARE THE N N JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. _ REVISION: DATE DESCRIPTION 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE 10.09.19 1.04 UPDATE BAR LAP SPLICE DET. A/S3 & J/S6 VERSION NO. 1.04 / 10.09.19 4 b 4V cli sV • 0 0:� 0w CD J -+ w 0 Q W C� H Q CCV CN J'- J ' 'o LLJ � # �� LUw Z Q ELI LJ V) Z El SHEET SHEET TITLE: WATERPROOFING DETAILS SHEET INFORMATION: JOB NO.: 390743 DATE ISSUED: 05.14.20 DRAWN BY: LF REVIEWED BY: TH W P 1�O O O CV r--1 I ob C'q-V Mounting r of 3:10 G,, 1 e� 4- 3 x<4-I;TY,212"' back Cross Support ems-, Ant,7hof 5 Boil 0 -. f �_. ' q ! /se1. e.,,, III �� 1 : Front Cross, Support 1. Self -Lock iv tits '1 % `t e Bracket (I 6 Ga U ') ac ckf_-„ ss Su% �oort Iota k / l .n,t.. Bottom Side . ;: r . � a':; i" `y.r f cif ,r ft ati9 `.? tf .. t, r_ I 1. 11 I = `yu%;i t,. +r aua19aio?. �> . :rc�, ,'-s rdall ui.,T mo h v t "',, , c r Ater Enginixf&A tt ASmill rAwi 1 VIM16lttr. "a xt gkwa` E hbi t v Ap .1 ) t�ai< ya' #14 Se f- ri in smws AUnC aiatur t Wgr yTyp;ir aI. arr f1' wit) Florida Department of Business & Professional Regulation Page oft Building Codes and Standards 32812018 Product Approval Application Detail .I r pp :,:.. ..:.. . A... Code Entity or Date Date Date Pending Date Type Version yL Manufacturer e Contact Engm er 8 License Validated ev and ed Submitted Validated FB vat C Approval roved Approve Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/10/2017 10/172017 12/12/2017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulfcoastsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#11651-R3 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 0.032&quok Aluminum 5V Crimp Min 0.032" 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A -N/A( over 15/32&41uot: Plywood -108.5PSF 2 0.032&quok Aluminum Gulf Lok Min 0.032" Aluminum Gulf Lok 16&quok Wide 04/122024 No Yes N/A +N/A/ Roof Panel over 15/32&qud; Plywood -116.OPSF 3 1& not 24 a. Gulf Snap q g p 1& uok Gulf Snap 24 Ga. 17&qud; wide Roof Panel q 04/122024 Yes Yes N /A +N A/--131.OPS / over 15/32" Plywood 4 1&quok 24ga. Versa Loc 1" Versal-oc 24ga 16.5&quota Wide Roof Panel 04/122024 Yes Yes NIA +N/A/ over 15/32&quok Plywood -138.5PSF 5 1&quok Versal-oc .032&qud; Aluminum 1&quok Versal-oc min .032&quok Aluminum over 04/122024 Yes Yes N/A +N/A/ 15/32&quok Plywood -101.OPSF 6 1.5&quok 24ga, Gulf Snap 1.5&quok Gulf Snap 24ga. 16&quok Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32" Plywood -116.OPSF 7 1.5&quok 24ga. Versa Loc 1.5&quok Versal-oc min 24ga. 16&quok wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -123.5PSF 8 2" 24ga. MegaLoc Min 24 Ga. 2&quok MegaLoc 18&quok wide Roof 04/122024 No Yes NIA +N/A/ Panel over 15/32&qud; Plywood -1085PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16" Wide over 15/32&quok 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16" Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF over lx4 Wood Purlins over 15/32&quok Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4&quok Snap Lock, 04/122024 No Yes N/A +N/A/ 18&quok Wide Roof Panel over 15/32&quok Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32&quok 04/122024 Yes Yes N!A +N/A/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32" Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 Ga. 5 V Crimp M 26 Ga. SV Crimp Roof oriel over 1x4 Wood In p R f P 04/122024 No Yes N/A N/A/ Puffins over 15/32&quok Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quok Wide Root Panel over 04/122024 Yes Yes N/A +N/A/ 15/32&quok Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quok Wide Roof Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 15/32" Plywood 17 26 Ga. Gulfl Min 26 Ga. Gulf PBR Roof Panel over 15/32&quok 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Page 2 of Building Codes and Standards 328/2018 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GulfPSR Min 26 Ga. GUIfPBR Roof Panel over 1x4 Wood 04/122024 Yes Yes NIA .N/A/ Purlins over 15/32&quok Plywood -151.7PSF 19 26 Ga, GulfPBR Min 26 Ga. GulfPBR over 15/32" Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GuIfPBR Min 26 Ga. GUIfPBR over 1x4 Wood Purlins over 04/122024 No Yes NIA +N/A/ 15/32&quota Plywood -151.7PSF 21 26 Ga. GulfRlb Min 26 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quok Plywood -164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&quok Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga, GulfRib Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 Yes Yes N/A .N/A/ -159.2PSF 24 26 Ga, GulfRib Min 26 Ga. GUIfRtb over 1x4 Wood Purlins over 04/122024 Yes Yes N/A +N/A/ 15/32" Plywood -164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No Yes NIA +N/AI 15/32&quok Plywood -123.5PSF 26 29 Ga. GulfRib Min 29 Go. Gulfl over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. GulfRib Min 29 Ga. Gulfl over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 7/16&quok O.S.B. -101.OPSF 28 29 Ga. GulfRib Min 29 Ga. Gulfs lb over 7/16&quot, O.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF Search Criteria Code Version: 2017 F L #: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL I s 1.S1 a': o ... ... A3 HD210-2.... 1=('xFrri State rife rrdzt A' r { FL17244.1 _ _ _. FL17232.3 Iu ..,;1. Eve ab n r asi t3.:: l ESR-3455 _-. ......_._ --. .. __._ _...... ESR-3445 Exp, .' xe 1213112020 - 12131/2020 rmps t t sci Nra. .... A23 HU210-2 i~ltari11111da.StaVwi IeI'll1111.11". ?r: d t rii a u A ` rcrva a, P -_ FL10446.2 - FL10856A I~valua nu Fiep�+ri 5: kYasrs 2e 1. ESR-2606 - ESR-2549 Facp. it�(i 12/3112020 12/31i2020 HD212-2 __. HC3216 __ FL17232.3 -.._ FL17232.3__-___ _ESR-3445 --�� --- - - 1213112020 -1213112020 HU212-2 HU216 FL10856.4 FL10856.5 ESR-2549 ESR-2549 12/3112020 1ZI3112020 -- HD216-3 -y-_ ----FL17232.3 "___._ _ESR-3445 ------------._ ESR_-3445---------._-- 221311202_0 H€J216-3 _ FL10856.1 ESR-2549 12/3112020 --_HL3Z6 -- - FL37_232.2_a- rr wW-�-_------- ESR-34_--Y--Y-.------V .12/311202b HU26 FL10856.3 ESR-2549 12131/2020 __r_ HD28-2 ___ FL17232.3 - -- --- --ESR-3445-_----- 12f3112020 HU28-2 FL10856.4 ESR-2549 12/3112020 _ HD410 HD412 HD610 H6041Q FL17232.4 FL17232.4 - _ FL17232.4 FL17241.7 ___ - ESR 3445 ESR 3445 ....... .. ... ESR 3445 - ESR-3444 12131/2020 12131/2020 12/3112026 12J3112020 HU410 HU412 HU610 HUCQ410 FL10856.9 FL10856.9 - FL10856.10 - FL11468.11 ESR-2549 ESR-2549 - ESR-2549 - SIM200804 /2/3112020 12/31f2020 .... 12/31/2020 12J31t2020 HGA10 FL176991 Evaluation Report 12131/2020 HGA10KT FL11470A _ SIM200803 1213112020 HGAr,<'l'10 FL17699.1 Evaluation Report - 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/3112020 HHCP2 FL17236.7 ESR-3448 1213112020 HCP2 FL10447.2 ESP-2551 12/3112020 HTA16 - FL17680A _ _ Evaluation Report 12131/2020 HETA16 FL11473.5 SIM200802 12J3112020 HTA20-18 FL17680.4 Evaluation Repot 12131f2020 HE-TA20 FL11473.5 SIM200802 12/3112020 .... HTT16 - HTT45 -HTW16 - HTW20 FL17324-2 _ ......... .- _ FL17324.2 .. il7244.a FL17244.8 - Evaluation Report .-...- ... Evaluation Report ESR-3455 ..... - ESR-3455 12/31/2020 -.._ 12/3112020 12f31.2020 .. 12/31/2020 HTT16 HTT22 HTS16 HTS20 FL11496.1 FL11496.1 FL10456.22 - - FL10456:23 _ ES-0130 ES-0130 ESR-2613 - ESR-2613 1213112 226 . ._...... ....11 12/31/2020 1213112020 tnV2 10 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 F1_10456.24 ESR-2613 12/31/2020 HTW30 -FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12/31/2020 HT11UM16 FL6223.2 Evaluation Report 1213112020 H SM16 T FL11473,11 SIM200802 12/3112020 HTNM20 FL6223.2�- W- --Evaluation Report- ---- 12/31d2020 HTSMZO FL11473-11 SIM200802 12/3112020 HUGT2 FL6223.3 Evaluation Report 12/3112020 HGT2 FL10456.18 ESR-2613 12/3112020 HUGT3 __ FL6223,3Evaluation ____ _____ Report 12131/2020 HGT3 FL10456.19 ESR-2613 1213112020 HUS210-2 11 _ _ HUS212-2 - 66 HU16 S2f FL17232.6 - _ FD1 ;m.6..._.... FL172632.6 ESR-3445 ESR-3445 - _ ESR-3445 12/3V2020 12/3112020 - - - 12/31/2020 HUS210-2 HUS212-2 HUS26 FL10856-R4 --- - FL10856.11 - FL10856.11 ESR-2549 - ESR-2549 - ESR-2549 12/31/2020 12J31/2020 _6_...._,.__ 1213112020 HUS28 FL17232.6 ESR-3445 1213112020 HUS28 FL10856.11 ESR-2549 1213112020 HUS28-2 ESR-3445 12131/2020 HUS28-2 FL10856.11 ESR-2549 12131,12020 -- JL24 - - _FL17232.6 FL17232.7 --_ -_---.v_-- ESR-3445-------.-- 12/3112020 LU24 FL.10655.103 ESR-2549 12/31/2020 --- JL26 . __ ----_ FL17232 7 .__-__-_ _.-.__-.._._._.._.._.____ESR-3445-_-_-_.-._.___-_ 1213112 220 LU26 FL10655.104 ESR-2549 12131 2_020 JUS210-2 _I FL17232.11 _-_ _--- 12/31/2020 LUS210-2 FL10655.107 ESR-2549 1213112020 JUS24 _FL 17232-10' - _ESR-3445 -_-_ _ ESR-3445 ____ -12/3112020 LUS24 FL10655.109 ESR-2549 12/3112020 JUS26 JUS26-2 _ JUS28 FL17232.11 FL17232.11 FL17232.11 ESR 3445 ESR-3445 ....._. _.... ........ ESR-3445 1213112020 _ . _..- 12131!2020 ..... ..I...... 12/3112020 LUS26 WS26-2 LUS28 FL10655.111 FL10655-112 - -- FL10655.113 ESR-2549 ESR-2549 ----- ESR-2549 1Z3112020 12131/2020 1213112020 JUS46 FL17232.11 ESR-3445 12/31/2020 LUS46 FL10655A 18 ESR-2549 12J3112020 KLEG3 FL17241.15 ESR-3444 12/3112020 LEG3 FL10667.71 ESR-2615 12J3112020 ___. _KST260 ---_ FL17244.1.5._�_ _ �____: ESR-3455-- 12131/2020 MST60 FL10852.7 ESR-2105 12/31/2020 _._. _ ______.-------_. LSTA12 -__.- _-.____.--.,.__.___-__- FL17244.18 _-_-__.--_-___--___-.-__-__N_ _--__. -__._ ESR-3455 ____.____._. . 12131f2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 FL17244.18 E_SR_-3455 12131/2020 LSTA15 FL10852A ESR-2105 1213112020 __LSTA18 _- _-FL17244.18 __..-___ -.________.-u ESR-3455_____ 1213112020 LSTA18 FL10852A ESR-2105 1213112020 . LSTA24 ____ ... .._ .... LSTA30 ... ___ LSTA36 LT519 - FL17244.18 __ -- ... _ FL17244.18 FL17244.18 -_ FL17219.2 "'-_-___..__--.- ESR-3455��__-.- .. .._ __. ESR-3455 __ __ _ ESR-3455 ER-0200 __.. 1213112020 12/31/2020 - 12/31/2020 .. ....... 12/3112420 LSTA24 LSTA30 LSTA36 LTT19 FL10852.4 - FL10852.4 FL10852-5 - - FL11496.3 ESR-2105 ESR-2105 ESR-2105 ER-130 12131/2020 12/3112620 - 1213112020 -... 12131/2020 LTS206 FL17219.2 - ER-0200 1213112020 LTT20B FL11496.3 ER-130 12131f2020 LTT131 FL17219.2 ER-0200 12131/2020 LTT131 FL11496.3 ER-130 12/3112020 LTW12 LUGT2 FL17244.8 FL17240.2 ESR-3455 - ESR-3447 - 1213112020 1213112020 LTS12 LGT2 FL10456,29 FL11470.7 ESR-2613 SIM200803 12/3112020 12131/2020 MP3 FL17244.22 ESR-3455 -- 12/3Vf 020 LS30 FL10446.15 ESR-2606 12/31/2020 MP34 Py4P4F ..1 MP5 F1_17244.23 FL17244.24 ........ ......... FL17244.22 ESR-34551666.6666 ESR-3455 __ ESR-3447 12/3112020 11.11 12/31/2020 12/31/2020 A34 LTP4 WMI416 FL10446.3 FL10445.19 ---- FL10667.86 ESR-2606 ESR-2606 ESR-2615 1213112020 12J3112020 I2M;2626 MSTA12 FL17244.18 ESR-3455 12/3112_020 MSTA12 FL10852.8 ESR-2105 12/311202_0 t,dSTA15 _ _�__FL17244.18 __ - -�---- �- ESR-3455 12131/2020 MSTA15 FL10852.8 ESR-2105 12i3112Q20 MSTA.18 FL17244.18 ESR-3455 12/3112020 MSTA18 FL10852-9 ESR-2105 12J31/2020 MSTA24 FL17244,18 ESR-3455_ 12/3/12020 MSTA24 FL10852A ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 1213112020 MSTA36 FL10852.9 ESR-2105 12131/2020 Py1STC40 T MSC52 MTW12 ._.._. ......__. MTW16.........-.. FL17244.26 FL17244.26 FL17244.8 _-- FL17244.8 ESR-3455 ESR 3405 ESR-3455 ....... ........ ................. ESR-3455 1213112020 1213112b20 12/3112020 ___ ... __-- 1213112020 MSTC40 MSTC52 MTS12 MTS16 FLI0852.11 F1_108 2.1 1 -- 5 FL10456.33 FL10455,34 ESR-2105 -- ESR-2105 ESR-2613 ESR-2613 12131/2020 12/31/2020 12/31/2020 1?13112020 MTW18 FL17244.8 ESR-3455 12J3112020 MT318 FL10456.35 ESR-2613 12f3112020 MTW20 ---FLi7244.$ ---_ - ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12i3112020 MUGT15 - NF35X12--- FL1724M0.5 - FL5782.-.- _ _ ESR-3447 " -rr E valuation Report______'e 12/3112020 22131 22020 MGT '08HA3.56/11.25 FL11470.9 FL13904.6 SIM200803 ESR-2616 121311202) 1213112020 NFM35X16U FL578.3 Evaluation Report 12/3l/2020 MBHA3.56116 FL13904,6 ESR-2616 12131/2020 ----PAU44 --- .._....... ..........._. .... PAU66 - PHD2A --.._ _-.1- ._._. .. .......... PHXU3516 ----- FL17239.13 -- .._.._. _..... ........ .. ..._._. FL17239.13 _._.. FL17219.3 ......-. .. _. FL17241.20 ---µ---------ESR-3449 ------ .............._ ..... ._.._...... .... ESR-3449 _. _.. _ _ . -..,-- ER-0200 .... _. ._. . _ _.._..._. ESR-3444 12/31/2020 .......__.._.:_... 12/31/2020 12f3112020 .. 12131i2020 HDU2-SDS2.5 GLTV3.516 FGTR CS16 FL10441.4 - FL10667.8 - FL11473.2 ----- __ FL10852.1 ESR-2330 ESR-2615 - SIM200802 --- ESR-2105 12131/2020 .._ ____.._____. 12/31/2020 12131/2020 _ 12f31f2020 RFUS FL15223.5 Evaluation Report 1213112020 H1 _ FL10456.5 ESR-2613 12/31/2020 RS150 FL17244.27 - FL17236.3 - ESR-3455 --- ESR-3448 __�_ 1213112020 1213112020 H10 H10-2 FL10456.6 FL10456.7 ESR-2613 ESR-2613 1213112020 12/31/2020 _R_T15 RT16-2 - _-FL17236.2 _�_ ____. __ .__ ESR-3448 _ ---- - 12131/2020 H10A FL10456.6 ESR-2613 12/31/2020 RT16A F_L172_36.2 ESR-3448 1213112020 H3 FL10456.13 ESR-2613 1213112020 - -_RT3A--- FL1T236.3 - --'__-._-...___-_ESR-3448 --- -- 12131!2023 H4 _ FL10456.14 ESR-2613 1ZI31/2020 RT4 ... _ RTS __-...__ RT7 -� FL.17236_S- __ .._...._..... ......__-._- FL17236.3 FL17236.3 __,_._...,._..,..-....M.___-...._._,..__.....,. ,_....__.....-.-,. ESR-3448 ., _........._ ......... ESR-3448 ESR-3448 ___,._.-�.,-___. 12/31/2020 ......._.. 12131/2020 1213Vim H5 H2.5 H2.5A FL10456.15 __ FL10456.11 FL10456,12 ESR-2613 ESR-2613 ESR-2613 12J31/2020 ..._.- __.. 1213112020 ........--- - 12/31/2020 RT7A FL17236.3 ESR-3448 1213112020 H8 FL11470.3 SIM200803 1213112020 RT8A FL17236.3 ESR-3448 12131/2020 SP1 FL10456.41 ESR-2613 /2131/2020 _ SP_T22 -- _ ___ FL17244.30 - __.___ ESR-3455- 12131/2020 SP2 FL10456A2 ESR-2613 12/31/2020 SPT24 FL17244,31 12/31/2020 SP4 FL10456.43 ESR-2613 12131/2020 SPT4 FL17244.32 _ESR-3455 ESR-3455 12131f2020 SP6 FL10456,44 ESR-2613 12/31/2020 SPT6 FL17244.32 ESR-3455 12131/2020 SP8 FL10456.45 ESR-2613 12/31/2020 SPT8 __._ _..,. SPTH4 SPTH6 SPTH6-- ..__ FL17244.32 ...__._. FL17244.32 FL17244.32 FL17244.32 ESR-3455 __ .1. ESR-345b ESR 3455 ES66 R-3455 .. _ 1213112020 .. .. 12/3112020 66, 12131f2020 116 2/3112020 SPH4 SPH6 S 8 PH U24 FL10456.46 FL10456.47 FL10456.48 FL10655.141 ESR-2613 ESR-2613 ESR-2613 R ESR-2549 12131/2020 .......... ...... 12/3112020 12t3112020 12/3112020 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 020 _SUH2_4 THD2$� FL17232.16 - ESR-3445 ---------------- 1213112020 HHUS410 FL10655A ESR-2549 020 THD28-2 FL17232.16 ESR 3445 12I31f2020 HGUS5.25J12 FL114&8.11 SIM200804 020 THD410 ESR 3445 12/31/2020 HGUS414 FL11468.10 SIM200804 r121311202(0)_ THD412 _FL17232.16 _ _FL172321_-.._.-_ --_._..-_�_�._ ESR3445 ---- 12131/2020 HDQ8-SDS3 FL10441.1 ESR-2330 020THD612 -__. THDH414 UGTS3F 0PHD8 ........... FL17232,16 FLIM2.17 _.. _.............. ... -- FL2Q33,1 FL17219.5 ESR-3445 ESR-3445 ........_ . ..... ............. ......... Evaluation Report ER-020b 12131/2020 12131/2020 _...._...------.. 12/31/2020 1213112Q24 MSTAM24 FL11473.19 SIM200802 020 MSTAM36 MSTCM40 HHETA20 FL11473.19 FL11473,19 FL11473.9 SIM200802 SIM200802 SIM200802 12/3V2020 -.- 12/31/2020 12l3112Q20 - LGT3-SDS2.5 FL11470.7 SIM200803 12f3112020 __ _ - - - LGUM26-2 FL11473,12 SIM200802 12/31,12020 PRODUCT APPR OVAL SPECIFICATION HEET O S c� As required b Florida Statute 553.842 and Florida Administrative Code 9B-72 lease provide the information and approval d r ai numbers on the building components listed below if Y P Kx pP e g po they will be utilized on the construction project fDr which you are applying for a Cate gory/Subcategory gory/Subcategory Manufacturer Product Description Approval Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67,01-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.01-67:0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67-0/-67.0 psf 12131/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +6TO/-67.0 psf 12/3112021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67:0 psf 12131/2021 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640-1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01- 0.0 psf 12131/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products P Y g Residential WindCode Doors W5 8X7 ( } FL15279.37 +30.01-32.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W5 (16)7) FL15279.53 +30.01-30.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.01-41-0 psf 5/2112028 D- METAL LOUVERED DRS Curries Division ofAADG; Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537-1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499-2 +50.0/-55.0 psf 10/812023 PGT Series 5500 FL239.7 7130/2020 B- HORIZONTAL SLIDER M1 Windows and Doors Series 188 FL15351A +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.01.40.0 psf 4/3/2023 PGT Series 5520 FL243.9 4/3012020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12J31/2020 PGT Series 5500 FL261.1 N/A 5/2612021 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12131/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12J16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 NIA 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp- Off Ridge Ven#s FL16918.1 - FL16918.4 NIA 91912026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12131/2020 Lomanco, Inc DA-4 Exahust Vent FL17202A N/A 7/1012021 E. ROOFING TILES Boral Tile Villa 900 F _7849.27 - FL7849.28 N/A 12131I2020 Boral Tile Saxony 900 FL7849-16 - FL784920 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum GuItLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A- STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076-1 - FL15076.2 NIA 12131/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12131/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MiTek Industries,nc "Inc. Truss Plates FL2197.1 - FL2197. 5 NIA 111/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels F 1 L 58.9 N/A 1 51 2 12022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/2512024 below did of demonstrate product approval at plan review. I understand that at the time of inspection of these products, the followin The products listedn p ppr p p p g information must be available to the inspector on the "obsite 1 co of the product approval, 2 1 ) copy p pp } .._..... ..........._."I .....,, ............_....-_,........... ......-_'- ._. __. --"_.... _.......... ...._....._.. ........ ..........._..... 1........._..... ......_.._. ......-..... ...__.............. ........... .......-...... .............. ............ ............. ......_ .......,- ...... .......... _._ .....__ ...,...._... .-.._.. ._.......I-- .........I ............_... .._......-....... .............. ............._. ... ..........._..... ............ .........-....... .......... ......_.......... I......-... .......... ........ .........1 ....._.... .___._-. ..... __..... ....._...... ......-. ...- .... _.... ........... .......__...... ............_. _.._ ....._-11,........... ........... .. ........... ..I .... ... ..,............ ............... APPLICANT SIGNATURE DATE _... _.... ........ I-._..... I-.1 ........... .......... 1. 11 .. l......... ....... :............ _...._ - -F-i O Cll C_ N M � N = -1., U � CU L CD_CU O C .� M U -0 Cll 0- � C U IM C CU = 0 C6 U O M 700 � - O O Q L O a) ?� O U_ O -� _ 'p O 1- Q c- M -0 .C- � C/) ca. Q Q Z ri W J _4__J - c V ) M 0 0_ a.F_J U 0 O n ^ 'W'^ /V! MV W 0- L CU cLLI G 2!W J z Q I CL 11.14111111 N i SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation r ;;,, tr6 Florida Department of Business & Professional Regulation Building Codes and Standards r, 1e. Building Codes and Standards " '"£' Florida Department of Business & Professional Regulation Paw t orl Product Approval Application Detail Product Approval Application Detail Building Codes and Standards Product Approval Application Detail 1rrm+e FLk20481-R2 ..... ....•i ..., �.,.,..r... ,....::. -... ...:. .:.. .... ...... .. :ter, .......::,.: ,,, .:.. ....N. : ,u.<• �, is :<. ....' .: :.. : :... ...... .. :..: ., ....... -.s ........ .... .. .... ..... ........... .. .... ..: ... :.� .... ......... ..:.,.:.n., ...:5>. ..:<.. .:. .:E., :. .. ... - .:::.... ... .. .. .. .. .. : ... .... ... .. PUM5226,R4 7 EEnuts• or D-t. D d( II P dl a DD-N Code Ems_ Dad. Q3Jg Date Pendlno Qgt_ Tvoe Version Manufacturer Contact Enpineen&License Validated By Validated Submitted. FBC APProvel Approved Status T.- Verslon Manufacturer Comac; En.roea,&Lce Valoated By IrVa dated submitted FBC:Anaroval Aoorored. Status Revision 20'17 Therms-Tru Corporation McK Wright Lyndon F. Schmidt. P.E. Ryan J, King, P.E. io,'152017 07/122017 10/182017 12/122017 -Apprmmd Revision. 2017 Therma-Tru Corporation RIck.Wright Lyndon F. S0trtd, FF. Ryan J. King, P,E. 12(13P017 121IN2017 121212017 02/1312018 Approvod Code Entity w 20 20 DIMPOMM Ian Ce!egorY Exttnor Doers (419)298-1740 PE-43409 (813) '767-6555 Category'Exdauor Coors (419)298-1740 PE-43409 (813)767.6555 IYlM � tfteYftf&flmi Coact Enpkwr a Lbertes Validated thr YalWctfd $! FBC Approval Approved 3LOM SubCatega f n.Mnging Exterior Door Assemblres Ncmw(Prwb!dgconsuftai SubCateg ryS-W gingExterior Door Assemblies nck.@.bidgcw sultants. Revision 2017 Thi ma-Tra Corporation Rick Wright National Accreditation & Ryan J. Mug, P.E. 12/202017 08212017 12/222017 Approved Compliance Method: Evokotion Report from a com Compliance Method: Evaluation Reortborn a com Category: Exterior Doom (419) 296-1740 Management Institute (813) 767-6555 Fonda Registered Artfidecor a LicensedFloridalonoa Flonda Registered Nmhed or s Licensed Fwrda subcategory: Swin ip9 Exterior DooAssembllas rt 'nvbIdconaultants. Profes=_i n IEngmeer Professional Engineer Complls- Method: Certaratlon Mark or Listing anrt t A20461:-FQ f (.'Cfr ducts FL#204614U'.Protlucts _ Flfa16226R4Producb M1gftvAeurante Approved far Use APproved far Use Impact Deslan quality At Approved for Use Approved for Use ]in Pact Design Quality Assurance Approved for Use Approved for UN I)r�sat gA( Sao i Product Modal. Number or Name- ta Produ1to1snnton Contract Expiration Data in HVHZ outside HVHZ P"Istant Pressure Sacs Product M. Number or Neme odel Pradnrn Pt D-rellon Contract Expiration Dab, i tn.1VHz Outside HVHZ Ru,imtali Prassura Sons Product Model. Hurnber w Names Product Conniption CoMraet EllDlratlm Dab )rye p 1 a.'iharms, R. Fiber -Classic and Smoom-Star W.! 6&#39:8 &quolNon-Impact&quot: Opaque 12n1..12020 No Yes No N/A 1 e ThermaTru Ida -Classic and Smosth-Star Normal 6&7f39:8 &gU.INwF mpact&qunt: opaque 12i312C,21 No Yes No WA 1 a. liquot;Clasald-CreRaquot; and 8quokBenchmark by file and 810 Cpagw and Glazed Fiberglass Door with 121312021 No Yea No WA Composite Edge Fiberglass Single Door Ccmpost Edge Fiberglass Single Door Themes-Tru&quot and without SidelBo. Inswing and Cubwing 0nswing10u1 drg:X onngumtlon) 0nswingoutswing; X configuration) 6 f- ThermaTru iber-Classic and Smorori-s., Nominal 8. 9;0 &quotNon-Impact&soot opaque 12/31/2020 No Yes No N:A. r t f, Thermacrru Fiber -Classic and Srnaoin-Star Nominal 9&1*9;0 &q.dulw-lmpacl&y: ot, Opaque 12f31. s0^21 No Yes No WA Comp tie Edge Fiberglass Single Coon Cornposite Edge Fiberglass Single Door Iinswin ufsv6 X cxlfi uraiion (IrdAngJCutSsving; X configuration) 9 1. Thema-T'ru Fiber -Classic and Smooth -Star Nominal 6&*39:0 &quat:N rrlmpact&qum. Glazed 121312020 No Yes No NIA 9 i. ThermaTru F31e Cle a c and. moth -Star Nominal 6&939,8 &auotJN n dmpacl" Glazed IMI2021 No Yes. No N/A Composite Edge Fiberglass Single Door Composite Edge Fiberglass Single Door (lnsvii g/d ts'wirg;.X tfiguraton) tlnsvvingJ'XnsWin ;X canfi rcellon'1 14 1,. Th-a-Tni Fiber -Classic and Smatth-Star Nom.nal e8#39;0 &onefNw,Im Bcl& uat Glazed imi2020 No Yes No WA P q mppsile CoEdge Fiberglass Single Door temie- ru lost-- sstc.a moor -. ar omm qu . moat quo : ue Camppsde.EdgaFiberglass Single, Door n..,.,,...,.vve,..a,.,, y ,...,n..,,..n...,t Florida Department of Business & Professional Regulation Page 2 of Building Codes and Standards Ino2020 Product Approval Application Detail FL#15332.R5 Products.: Quality Assurance Approved fw Use Approved for Use Impact Dew Sep X Product Model. Number or Name Product Description Contract Expiration Data In HVHZ Outside HVHZ Resistant Pressure 1 SERIES 420 ALUMINUM SGD SERIES A20 ALUMINUM SGD OXO 12/312020 No Yes No N/A 145-314&qu t:x80&quct; NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGDOX, NO, XX 12(312020 No Yes No N/A. 95&quol:x80&quot. NON -REINFORCED 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/312020 No Yes No N/A 145-3/4&quotx96&quot 4 SERIE5421ALUMINUMSGDREINFORIEII SERIES 420 ALUMINUM SGD REINFORCED OX, 12/312020 No Yes. No NIA XO. XX 96&quol',x96&quor; _ SERIES 420 ALUMINUM SGD. REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312020 No Yes No N/A Florida Departrtlent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page 1 of 1 V62o18 FLa11537-R7 Code Entity u DIft Dab Can P*W- Dan TLe Ver=1on Mxputschrmer Enor.ra licence Valw,ted By Valw,bd Submitted FBC Aoi A Snpg Revision 2017 CURRIES Division ofAADG, Inc DedlcDavis UL LLC Ted Berman, PE 11/3012017 10262017 12JO512017 Approved Category: Exterior Doom (641) 494-2844 (305) 8684707 Subcategory: Exterior Door Components dave.dedic>@aeeaabby.co Compliance, Method: CemBcelbn Mark or Listing on FLa116AR7 Products $&a Product Mod*. Number or Narro Product Description QuaYty Assurance Approved for Use Approved for Use BeQegS Dadra In HVHZ Outside NVI1Z Rwhm"t, P.rU , 1 607, 707. 727. 747. and 847 Single and Palm of Doom Flwh, Glazed, and Louvered single and pat. of 121312025 year Yea Yes NIA hollow metal doom. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 2 1202020 FL1Li5349-Rd2 ", _ME ,! . : Cod. Entity or gate Uate Data Pending Data Type Version Manufacturer Contact Enalneer&License Validated By ',Validated Submitted FBCAM.,al Approved Status Reetsion 2017 MI Wind- and Doors Brent Sitlinger .American Archlteduml Steven M. Unch, PE 06/04/2019 06M4/2019 06/072019 Apprwaed Category: Windows (717)365-3300 Manufacturers Ass..mton (717)317-8454 Subcategory: Fixed bslllinger@miwd.com Compliance Method: Certification Mark or Listing Fl915349•R12 Products:. Quality Assurance Approved for Use Approved for Use Impac[ Design Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside. HVHZ Resistant Pressure 1 185 PW 73 x 72 insulated Glass 04/032023 No Yes No -601-60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Ilcation Detail PP ggd! ED94Lgi 1I Rim Dde Pending Ia Lma Ylmlga Manufacturar Cannot En,k .& Validated av Validated i Approved Am& Review 2017 Theme-Tru Corporation Rick Wright National Accreditation & Ryan J. VJ g, P.E. 12202017 OB/212017 1222/2017 Approved Category: Exterior Doom (410) 2WI740 Management Institute (813) 767-6555 Subcategory: Swaging Exterior Dowfiamenibdes tkkw@rw0idgcesstdtnla. Complience Method: Certification Mark or Listing com FLIF15226414 Products Guam Aroraree Approved for raw Approved for Use Im Doom $,&E ProduetMotlet.MaaberwNama ConbaorFFmleedmDW IQI�aS .ffitli P� 5 e. &quot nnooth-Ster&gwt and &quotBmchmadc by Be art SM Opaque sand Glazed FbegWs Door with 12131=1 No Yes No WA Theams-T.4lic l; and without SMeStes. Irowkg and OuNering Florida Department of Business & Professional Regulation Pages 1 of t Florida Department of Business & Professional Regulation Page / oil Florida Department of Business & Professional Regulation Pages out Building Codes and Standards 1/52018 Building Codes and Standards vsaom Building Codes and Standards V&izois Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLa16279-RS FLa15279-RS FLO281-M Cod, Em1Nor Dow Dab Dab Pardm lid 9291 En1ft 2da d� pat, Pentium R .fit andums[ Date .Dim o.eP.rranp 21ft Iype Varalon Mesufacts, Contact Enpinesra Liaree Validated By Va9tlebd SuhmNbtl FBC Approval Approved Stshw Tmm Version L%nubaWw contact Enakwra Mean Validated By Validated Submitted FBC Approval AtuffAved StIDA mus Version M uf,,Wm ,i-Lk- yIB�O.®C Yj1dWY submitted Ffffir.Epproval ApWovld AM& Revision 2017 Ciopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Maher 11/29/2017 0811VA17 121OWD17 Approved Revision 2017 Ciopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Rumbler 1129)2017 011MG2017 12105=17 Approved Review 2017 PGT Industries Dean Ruark MWnI-Dade BCCO-CER MIamFOWe 6CCO-VAL 1202017 11282017 12R52017 Approved Category: Exterior Doom (513) 7704062 Inc. (513) 51M566 Category: Exterior Doom (513) 7704062 Inc. (513) 51 M566 Category: Exterior Doom (941)486.010() (786) 315-2590 Subcategory: Sectional Exterior Door Assemblies mwesterfiel0@clopay.com Subcategory: Sectional Exterior Door Assemblies ne-utfiald@dopay.com SubCab gory: Slidirp Exterior Door Assemblies dmartr@ppdedwVlee.com Compliance Method: Certification Mark or Listing Compltncc MaMod: Certification Mark or Listing Compliance Method: CerfiBation Mark or Long FL#15279-R5 Products Quality Assupappe Approved for Use Approved for Use Imp Ili FL11 M416 Products OwMv Assurance Aa odlsr Un A,,roved for Use 1, Design FLa251RM Products QmNW Assistant Approved er Use Apwwved for Boa Ikr} apt �i r $ggi Product Model. Number w Nam Product Description, Contnet Eicpintlon Dab In HVHZ Outside HVHZ Ralem Preseury goo; Protluct MgaN. Number or Nam Produel Qeaedmm Contract Expiration Data In HVHZ Outside HVHZ Rftimt d 129LI PropirU MopN. NumharM Name Contract Exalmdoss Dab JBHVINZ 01re1p, NVXZ Resistant Pressure 37 037 V,549 PAN-2F151: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min. 25 ga.) Sbgle-Car (up to 9'0' wide) 05212028 No Yes No e30 PSF/J2 53 053 W5-16 PAN-2F753: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Doubts -Car (9116'0- 01 No Yea No .30 PSFIJO 10 SGD-6570 (Lags Missile Impact) Vinyl siding Gees Door 041 Yes Yes Yes WA 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48S, WINDCODE&0174; W5 Garage Door PSF 4RSF, BRST, BRSF, 48, 42, 55, 48B, 428, 55S, GD5S, vide) WINDCODE&a174: WS Garage Dow PSF 428, 55S, GD6S, GD5SV, GR5S, GR5SV, ARSS, AR5SV, GD5SV, GRSS, GR5SV, ARSS, AR5SV, EDSS, ED5SV EDSS,ED5SV Florida. Department of Business & Professional Regulation Page 2 of 3 Florida Department of Business & Professional Regulation Page 1 .11 Building Codes and Standards uzm262° Building Codes and Standards 115=18 Product Approval Application Detail Product Approval Application Detail FL#17q-99,R5 P[odUC)s FL#15279-R5 Quality Aesuranceoo Aroyed for Use Aw,rovedlw Umpact se. IDesign a # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Code Entity or Dab DW DMO Pandang Dan 2. 185 SH 52X72 FinlFlange Frame IG/SG Single Hung 10/082023 No Yes No .6o/-60 un Version Manufacturer %.1mt�pt Engles Ll scan V*Ideted By Yal!!!a� subra t m FBCA-,l Approved 3lans Lamm e etl ss Revision 2017 Ciopay Building Products Company Category: Exterior Doom Mark Westerfield Intsrtek Testing Services NA, Gary Pfwhbr 11292017 08/102017 (513) 770-6062 Inc. (513) 51 M566 12J05/2017 Approved Subcategory: Sectional Exterior Door Assemblies mwestarfield@do ury.com Compliance Method: Certification Mark or Listing FL)16Z794III6 Products 3221 Preduct teed*. Number or Nature Owgt Assurance Approved for U, Approved for Ito Pmduot De(g(lt*(& Compact Exchados In HVHZ outside I HnD§d De!I n fillutim PmMlft 85 086 WI PAN-2F163: 73. 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25111 Single -Car (up to W wide) 0921/2028 No Yes No -38 PSFN2 4RST, BRST, Goss. GR5S, AR5S, EDSS WINDCODEMI174; W6 Garage Dow PSF FL,eaLwr Core TV" VMIon Manufacturer Revision 2017 PGT Industries Caepary: Windows Subcategory: Fixed Compliance Method: Certification Mark or Listing FLa2434M Product 211111.1 Product ModaL Number or Name 9 PW-5520 (Large Missile. Impact) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 152018 Entity or Date Dab Dab Pending gag Contact EnpkaeraLic-H Validated By Validated Submitted FBCA,proy,l Approved status Dean Ruark MiwnFDade BCCO-CER Miami -Dade SCCO-VAL 12202017 12/082017 12262017 Approved (941) 486-0100 (786) 315-25N d manic@ pgUndualdes.com Quality Assurance Approved for Use Approved for Use Impact Deal Pam,Description Contract Expiration Doe In HVKZ Outside FIVHZ B9ffiNt Presaun Vinyl Fixed Window 04/3072020 Yea Yes Yes NIA Florida Department of Business & Professional Regulation Par 1 oft Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 1152018 Building Codes and Standards 112012020 Product Approval Application Detail Product Approval Application Detail PL976404R8 FL#1531i3-R4Products code Enter or Date Dab Dab Poinds Dolt Du IIt A urance Aoprovetl for Use Aooroyed for Use Impact Deslon TTl vin rl - Wnutstur,r Cornet Enpkwra LI.- Validated By Vala.ma Submitted FBC Aoorov,l Approved SbWs Se # Product Modal. Number orN m Product es Ili n Ca. ct Iratlo Date i Z Islde V R ssa Pre sun Revision 2017 ThermaTru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/182017 10/182017 10222017 12/122017 Approved 2 5764 Vertical Aluminum Mullion 121312020 No Yes Yes N/A- Category: Exterior Doom (419) 298.1740 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies rill w oebldgconaultimm. Complains Method: Evaluation Report from a com Florida Registered Architest or a Licensed Florida FLO76404t8 Products Professional Engineer Quathv Assurance Approved for Ues Approved for Iles Imeso[ link, 3ga a Product Model, Nondw or Name Product Discdrrtbn Contract Expiration Dew In HVHZ Outside HVHZ Rr40nt Prpr err 1 a. &quot:FbwClassic&quot:, &gwt:SmootWar&quut, 6&939;8 &quotimpact&quot Glazed Fiberglass 12312021 No Yes Yes N/A SquotClassicCralMquot w &quot:CbsslcCreR Single Dow -(%) Inswing or clutaMng Configuration Rusd.lkwat Florida Department of Business & Professional Regulation Paw 1 Of I Florida Department of Business & Professional Regulation Papa 1 oil Building Codes and Standards I/Wol8 Building Codes and Standards 1152018 Product Approval Application Detail Product Approval Application Detail F1.013192-RS PLIN3192-RS code Entity or i„b 20 Dab Pandim Data Coft Enter our Dpsk Dade Don Pendant Dig Venal It ..facturer Contact Enokaeri tJeano VNdeaav Y19•d srbm FBC Approval Aowed stab, IgYaMl lamhglu Eplreer a License Validated By Y1f!d 3J�IDI4ftdFBC Approval Aga@Y>m 3Mga Revision 2017 James Hardie Building Products, te,Inc. PI peahens Zhu Ronald I.Ogawa John Boomed, P.E. 08252017 08/09/2017 08282017 10/102017 Approved Revlaion 2017 James Hardie Building Product, Inc. Pirgahppp Zhu Ronald L Ogawa Jahn Southard, P.E. 06252017 08/0872017 08202077 10/102017 Approved Category: Re W.I. (909) 349-2927 PE-2412i (352) 367-2526 CalPanel Wah (909) 3432927 PE-24121 (352) 387.2528 Subcategory: Siding pingsherg.zhu@iamesar subcategory:Siding pinpahenpihu@iemohar Compliance Method: Evaluation Report from a die.com Compliance Method: Evaluation Report from a db.cem Fonda Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer FL#131924S Product FLM3192R6 Predutb Quality Assurance Aoorored to, Use Approved for Use Impact D,rrm Qu,NN Assurance Aoorored for Use Approved for that Imost Deal $ass Product Model. Number w Name Proilluct Description Contract Expllntlan D,b 1,jW}Jj Outside HVHZ Resistant pL9riIQ 32111 Product MotlN. Number or Wire Pro" Desertedon Contract Expiration Dab In HVHZ outside NVNZ Rapgl pr�i Pr�ir 2 HadiePlank Lap Siding fiber -anent lap aiding 12/312020 Yes Yes WA NIA 2 HadbPlank Lap Siding fiber -cement lap siding 1213112020 year Yes NIA WA FLa239RM Code T La Veralon Mxputscturor Revision 2017 PGT Industries Category: Windows Subcategory: Single Hung Compliance Method: Certification Manic or Listing F1.0239-R26 Products J Product MwYl. Number or Nacre 7 SH-5500(Large Missile Impact) Florida Department of Business & Professional Regulation Fags I *I Building Codes and Standards 115=16 Product Approval Application Detail Entity or Do Dag Dab Penton Dab Cortiact En,bwra Llwree Validated By Wilding! Sbmllmd FBC Apsrov* Agoroved Amiga Dean Ruark Miami -Dade BCCO-CER Miami -Dade BCCO-VAL 12202017 12/092017 12/252017 Approved (941) 486-0100 (786) 315-2590 d mark@pgtirdustdoe.com Quality Assurance Aggroved for Use Approved for Use bnpo t Dssim l dctlgn Contract rn*ado.DRW In NYHZ 4tnftide HVGC RbtM iroswm. Vinyl Single Hung Window 07190/2020 Yes Yes Yea N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I or I 1=15 FL M1R11 code Im Version Revision 2017 Ra261R11 Products AMA 1 MxpufwWrer PGT lydusbles Cistal Windows Subcategory: Mullions Compliance Method: Certification Mark or Listing Product Mod*LNumbsrasNestle Mullions for All Down and Windows Entity or gg t� Engkwaa License ValMabtl By Dean Ruin, Miami -Dade BCCO -CER Miami-Dade13CCO-VAL (941) 486-0100 (786) 315.2590 draark@pgtindurdwacom Quality Assurance. Product Description CPnbaetEwma-pdo Alun inum Mullions 05282021 Dab Da a Data Pendants V.Mdsbd Submitted FBC Approval 12/052017 11/1512017 Approved for Use Approved to, Use IQttYt+� OueweHVHZ Yes Yes one AparovedSMhr IZOM017 Approved IlBgaF.t Dallas It wtm PimM@ Yes WA FL915272R2 C ]ales Y11Wga Manufacturer Revision 2017 Aside Category: Panel Waft Subcategory: Soffits Compliance Method: Evaluation Report from a Florida Registered Architect or a Lransed Flonda Professional Engineer FldH5272R2 Predrreb Seal Product Yodel. Number or Names 1 9. &quot2T&quot Solid Entity or OM Dog Dab Pat"no DAk E,,kwr a lion Validated By ContactYaildaftd 3ahmlBad fHSdggrszrN Approved $Wall Nick ThomPeon Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 111042017 10/032017 10/112017 121122017 Approved (330)922-2389 PE-43409 (813)767-6555 nthomPson@alalde.com Quasar Assurance Approved for Use Approved for Use, 9ggl4t Daim Product Descdptim contract Expiration Date In HVHZ OUWde HVHZ Rphhm Pr-r Vent or Solid Vinyl Soffit 1213112020 No Yes No WA Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 1/e2o1e Product Approval Application Detail n#i62M Cod! E8tlaL9i Dot Daft rut. paraapp Daft Drat Version liftesulactionar contact Enpinesr a LMarae Validated ev Validated Submitted MADDM..A Aid 3nam Revision 2017 Cbpay Building Products Company Mark Weakened Inbutek Testing Services NA, Gary P6wMar 11292017 08/102017 12052017 Approved cidn"q: Exterior Doom (513)7704062 In. (513)51"W subcategory: Sectional Exterior Door Assemblies mematxBeld@dopay.com Compliance Method: Codification Mark w Lletbg FLi1627f.rta Predrrcb gy g Aporwed for Use Approved for Use Impact Dissla¢ Aga Produw Nbd,l. NwnlMrw Nano Product Description Sri Ifl HVHZ Oubli HVHZ 13fM9ft t Preaum 102 1021AS-16 PAN-21163: 73. 75, 64A, 04, 42, 48, 42B, 486. Steel Pan (min. 25 ga.) Double -Car (VT to 167 05212028 No Yes No -37 PSF141 4RST, BRST, GD6S, GRSS, ARSS, EDSS woe} WINDCODE111f174; We Garage Door PSF FUH319LR8 Code mm Version ManufagLnaL Raveion 2017 Ames Hate Building Product, Inc. COMM: Panel Waft SubCalagory: Swag Complla ce Method: Evahletlon Report from a Fonda Registered Architect or a Licensed Florida Professional Engineer 1`IS1319240 Praduc4 lad Product Mod*, NwmbwwNaw 1 Cemplank Lap Siding FL145272-R2 Calls 21111111 Yam!& tndldaggR9L Revision 2017 Minis Category: Panel Waft Subcategory: So1rft Cornpllaee Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L goo 0 Product Mod L Number w Name 2 b. 5quot Allbn as T4&gwt Solon Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/5/2018 Entity w 20 Dot Dab Prwrw Den cowAd Illustrate, aLirsss, yodmAw By y,lidend 3:4111mad FBCAporpr* Approved AMR Ping theng Zhu Ronald I. Ogawa John Southard, P.E. DB/252017 081092017 08282017 10/102017 Approved (9119)349-2927 PE-24121 (352)367-2526 pingtheng-zhp@lwwahar dW- Queen, AgwwedforUse Autsrm"for use Imaast Dorian Product Dwriotipn contract Expiration 1lLt!!QS Resistant P19eeuft Poer-cerent lap siding 1202020 Yes Yes WA NIA Florida Departirlent of Business & Professional Regulation Pap. I or 1 Building Codes and Standards 1/62010 Product Approval Application Detail Emilh, or go -Dik Dab Pendlno 20 yalideted D, ContactEmlou[.:.LJuDae YalWftfd 3LbmWW LSC Aoamlal Aguwc9d 3lWft Nick Thompson Lyndon F. Scbnldt P.E. Ryan J. Kbg, P.E. 10/042017 1010312017 10/11/2017 12/12(2017 Approved (330) 922-2389 PE43409 (813) 767-6555 nthompswn@abkle.com CA algam, Aoorored for Use Approved M the Issued Dsfllm Product DWriallon Contract Emiratlon Dora In HVHZ Oubw, HVHZ Resistant Pr�rr Vent or Solid Vinyl Spill 12312020 No Yea No WA }e N {� �\ N O Q Q, O O >✓ .� `v -1--• 0 ^' 4- = J Al (3) 5 '0 CIO U O -0 �L �.Fn .0 O Q Q = O O O � LLCo O _`` / Cl) � O N O CZ .� ``te^^a co LL Z Z W J Cn 0 cu U Cn _tf i �a? V O L_ 0_ CL O V�W�/� / U m W c G z z Q J SHEET NO. 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Code Erdity or Data Data Dale Pending Data Type Version Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2017 GAF Michael Stich Robert Nieminen John W, Knezevich, PE 12/11/2019 12/11/2019 121182019 ding FBC Appn CategoryRoofng (800j?66-3411 PE-59166 (954)772-6224 Subcategory: Asphalt Shingles rnstieh@gef.core Compliance Method: Evalualien Report from a Florida Registered Architect or a Licensed Florida Protessmal Engineer FL#10f24-R25 Products - Quality Assurance Approved for Use Approved for Use Impact ores: Sea # Product Model. Number or Name Product. Description Contract Explmlon Date 11, HVHZ Outside HVHZ Resists Pressure 1 GAF A' halt Roof Shin des Fiberglass reinforced 3-tab, laminated, 54ab and 1WIS2022 No Yes NIA N/A sP g 9 hipMdga asphelf shingles " _:. INI , .<.,co 11M, Code Em tv or Data Date Data Pending Data Type Version Manufacturer Contact Engineer License $. License Validated By Validated Submitted FBC Approval Approved Status Revision 2017 TAMKO Building Products, Inc. Kerrf Eden Zachary R. Priest Leeks Bowden P.E. 10/19/2017 10/05/2017 10202017 12/12/2017 Approved Category. Roof 14"624-6644 PE-74021 (334)300-1800 Subcategory: Underlayments kerri_ ed,,Qtamko.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professi onal Engineer FtA12328-ftBPraducts _. Quality Assurance Any—ed for Use Approved for Use Impact Deal". Bea # Product Model. Number. or Name Product Description Contract Emlatton Date In HVHZ Oulslde HVHZ Resistam Pressure Code Entty er Data Data Dab Pwrdino Dam T2E9 Vealp Manuractu Contact Enpkror&Lloorma VolmaydW Validated SubmittedFBC AoorevN Approved Sahw Revision 2017 L.V. Thompson, Inc. dba Thompson Architaiural Tony Christman Zachary R. Pdeat Locke Bowden 10/10/2017 10/1012017 101172017 12/122017 Approved Matab Company (TAMCO) (813)2483456 PE-74021 (334)300-1800 Category: Roofing tonyfgometakoofing.eom SubCobgory: Roaring Accessories that am an Integral Part of the Reeling System ComplWhce Modmd: Evaluation Report from a Florida Registered Architect or a Licensed Fonda Professional Engineer FLg16g784t2 Products QlraNb Assunm, A—scl for Ues 9OutsitW.taSl,t Fait gLloa S t Product Modal. NumbwaNamo Product Description CONraet ExNrafbn Data In HV!¢ Outside HVHZ �iQ 1 TAMCO Fla Top Off -Ridge Vent with BNBe for Tile 26 ga. staec roof ventilator with baffle 09109=6 Yet, Yes WA WA Fl1697R2 CO& EMav er � Data pay Pruam 20 T.VaMaar _alon nuaoWContactErrobrer&Lleaw VelyabA By. )fall91lMa submitted FDICggg� AA, Byg� Revco. 2017 L.V. Thompson, Inc. dbe Thompson ArchNBUural Tony CIhreiigrn Zachary R. Priest Locke Bowden 10/102017 10/102017 10/172017 12/12/2017 Approved Metals Company(TAMCO) (513)248-34M PE-74021 (334)3OD-1800 Category: Roofing tceyQgaroukootng.cem Sub0flog ry: Roolinre g Accessories that aan Integral Part of the Rattling System Compliance Netted: Evaluation Report linden a Florida Registered AArchitector a Licemsd Florida Professional Engineer FU16g78412 Product Aautside tuiig 1� i� Ant Product Mndal.NwMera Name J„Q,g Cormast Exokallan Day In HVHZ Outside HVN2 Pours 2 TAMCO Gooseneck Vent 28 go. 09A*rl 26 No Yes WA +01-52.5 6 No 15 UL As halt salualed a ants felt 10l182021 Yes Yes NIA N/A -�._U)< Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business &Professional Regulation Pegs I at Florida Department Of Business &Professional Regulation page of Florida Department of Business &Professional Regulation Paps, of Building Codes and Standards 1172019 Building Codes and Standards vsno,e Building Codes and Standards 1152018 Building Codes and Standards 1=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail,.;...:.,_,:>,..,w,a, . ,,..............._.....,,. ,,,s,,.y�,......:..._.,::...:,,.:.:-.,::,,,,..... :�...,.,:..e.:,.;..•;,.r.,,.;,., ., .., : ��,�.;, ..,,r ..,..,,.,..,,.,,,.,,.,,,,..,,..,..>,.:.te... r: rc,;;;:.�.,,.:.e„..2.:r....:,....>....,.>...x.........>...:.......'.....a...............c.,...:._.>......,... w,S,os. Code. Entity ^Date Dale Date Pendina Dat9 Type Version Manufacturer Cantos[ Enalneer & Llperae. Valli By Validated oupmited FBCAboayal Approved Status FIa116918-R2 FLIM6816-R2 FL#27g90.R1 Cab TV" V—ion Manufoebuar Erbh a eCo t Engineer &License Validated 0, orb Daft VaNNbd Submitted IMeo Pemma FBC A-1 Data A,—d Syah 7Trp8 Cats Vemlon ManufeWror Entity or Contact EmWosr&Its— Validated By Dom,s Data Validated Better d Bab Pendina FBC A,—.1 2da Aggrieved Status C-20 Tvw Version MMwycwm Enft or Contest Enakwra License Validated By DPW V,NWobd Dab Submitted DW Pe Wm FBC Approval Data Approved AMR Revision 2017 LomanEo, Inc Category: Roofing Andrei, Carter James L. Buckner, P.E. Steven M. Urich, PE (501)982-6511 PE-31242 (717)317-8454 04709/2018/'18/2017 04/152018 06A 212018 Approved Revision 2017 L.V. Thompson, Inc. tlba Thompson Archiycural Metals Company (TAMCO) Tony Christman Zachary R. Priest Lora Bowden (813) 2483456 PE-74021 (334) 3DO-1 BOO 10/102017 10/102017 10/172017 12/122017 Approved Revision 2017 L.V. Thompson, Ina dba Thompson Architectural Metals Company (TAMCO) Tony Christman Zachary R. Priest Locke Bowden (813) 24&-3456 PE-74021 (334) 300-1 BOO 10110MO17 10M02017 10/172017 12/122017 Approved Revision 2017 Fonda Metal Products Inc. category: Roofing Clark Jones James L. Bucker, P.E.Q Michael John Rumor, (904) 7838400 CEIUCK Engineering P.E. 10125=17 10/052017 10272017 12112MG17 Approved Subcategory: Roaring Accessories that are an Integral Pert of the Roofing System ararter@loneancocom - CNogwy: Rooting Subcategory: Roofing Accessories that are an Imegal Part of the Roofing System tony,Cgoreeykoofing.com Category: Rooting Subcategory: Roofing Accessories that are an Integral Part of the Roofing System tonyfgometatooling.con Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Matrod: Evaluates Report from a cI.,k@Mmco.— PE-31242 (561) 414-7557 Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Compliance Method: Evaluation Report from a Compliance M.Mod: Evaluation Report from a Florida Registered Archted or a Licensed Florida _ Florida Registered Archiled or a Licensed Florida Florida Registered Amhited or a Licensed Florida Professional Engineer FiiM7 roducls .. .. .. Professional Engineer Professional Engineer FL#21590R1 Prab dus Quality Assurance. Apero r Use Approved far Use Impact Design FL916W8412 Prodhttfa .Sea # Product Model, Number or Name Product Deskxipdon Compact Emlraton.Date- In HV#!Z Outside. HVHZ Re sit rt .pressure Civil Asau— Approved for Uwe Approved for Up Imaa91 Dookin FIi169184t2 Products Quadt, A,, Approved liar Uos Approved for Use, IBmdltn Dead- a mi Product Model. Number or Name Quaw Ant.. Product Description contract E.WmtiM Dale Approved let Usa Approved In HVHZ to, lid of mme HVHZ I Rgam Diaslon p�, 1 Deck-AjC-DA-4 Low ProfAe, Polypropylene Plastic, Roof Vent 07/102021 Mechanfealty Atachad to.Plyuood.Deck. No Y. No +97.5A97S 299E Product Modal. Number or Name Product Description92 Iat11R1Z Oustmo HVHZ Resistant Pl u, 22" Product Model. Number or Naar Product Description i Ice ltyjti Outside HVHZ BtNaleN P—u, 3 3 - FLAMCO &quokRV 10 Ridge VeM" Aluminum Ridge Vents for pitched roofs fabricated 12131=0 No Year No NIA 3 TAMCO Off -Ridge Roof Vent with Balbe 26 ga. static of veatioll with integrated bate O91M026 Yes Yen WA NIA 4 TAMCO Round Top Ot-Ridge Vent with Beth for Tile 26 go. daft roof vendor with baffle 094011 Yes Yes NIA N/A from 0.025' Aluminum Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page 1 oft Florida Department of Business & Professional Regulation Pop 1 d, Building Codes and Standards 1202020 Building Codes and Standards 12012020 Building Codes and Standards 1120/2020 Building Codes and Standards 115,2019 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail .... .... .... .. ......:.. ..r g Code Ertl or Data Date Date Pending Dale T Version Manufacturer Contact Enbinser&License Validated By Validated Submitted FBC Approval A—mved status �� al Code Entity an Date Date Data Pendina Date Verslan Manufacturer Contact End.... Validated By Vamped Submitted FBC Approval Approved Status 15 Code Entity or Date Data Date Pending DMB Type Version Manufacturer Contact Engineer Validated By Validated Submitted FBC Approval Approve Status � ErAft or Ro DO � �a� Deb Vaikkw By FBC AoorovN TJfg YlWgB fbOY(l14161Qt 5'rllohtd EDgllalClL YaIW�4 i3lidhmlltad AgaroJtW f1.4YLL R v ion 2017 e is FL#T&19=R11 products.. ,. se # —� Sorel Roofing 9 Category Roofing Subcategory: Rfing Tiles Compliance Method: Evaluation Report from a pP Product Evaluation Entity Product Model, Number or Name A Anderson Robin IAPMO Uniform Evaluation Gery W. Welker (801) 380-6091 Services LLC. (205) 854-0160 RopinMtlerson@bear co re Quality Assurance Product Descriptlpn Contract Expiration Date - 7 10/18201. 10/062017 Approved for Use In HVHZ Approved for Use Outside HVHZ 1021/2017 Impact _� Resistant Approved Design Pressure Revision EL3tla.4. Soul 1 201? 76R Pr Global Protection Produits, LLC. Category: Shutters Subcategory:Stormn Panels Compliance Method: Ev luation Report from a Florida Registered Architect or a Licensed Florida Professimal Engineer is - Ploauet Mosel. Number or Name 20 Gage Gaivenlzed. Steel Storm Pene15MVHZ Tim Robinson Wager A. Tillit Jr., P.E. John W, Knezevich, PE (954) 689-7545 PE-44167 (954) 772-6224 timrobrtsa@9pPent.com Quality Assurance Product Desc lotion Contract Ezpkat on Date du r rican Panels retained 12/312029 a not b tracks novice hurt cane rdeetler or not Corrugated Galvanized hurricane 09/062017 08r312017 Approved for Use in HVHZ � Yes - 0911 t2011 Approved for Use Outside HVHZ Yes 12/12/2017 Impact Resistant _ Yes: Approved - Design Pressure NIA Revision 2017 FL1NI8694i Pr Sea 6 1 All American Shutters and Glass Category: Shutters subcategory: SiP net Compliance e Method: Evaluation Report from a Florida Reg stared Fvchlect er a L censetl Florida Prorda cal t, 9 ncer nducfs Product Model. Number or Nama. 24ga. G.Whized Steel Slam Panels Mike Barbieri Frank L. Sennardo. P.E Troy Bishop, P.E, (561) 712-9882 PE-0046549 (954) 947-0880 mike4@all mericanshutte rs c«n Qualty Assurance Product Descrinfion Comract Expiration Dale 24ga Galvanized Steel Storm Panals 12/312020 10/182018 Approved A in 10/18/2018 for Use Approved HVHZ Yes 102312016 for Use Outside HVHZ Yes 12/11/2018 Impact � Resistant Yes Approved Desl � Pressure N/A v 17 Revision 20 $gf 1 nW Build Groh Inc. rag Component p Cetagory: Structural Components SubCabpory: Truss Plates ComplWhce Method: Evaluation Report from p Product Evaluators Entry Product Modal, NnnMrpr Name ITiN BCGlApine Higher Strength (H &amDl S) Stuart Lewis I Evaluation L VW M. Rees PE CC etl0 Service, LC ilam isd, (847) 918-6473 (/07)881-1947 sbwl9@alpineNw.vsm QnaNb Aapnms drN4p Maul Connector Place 12lJ12022 08I792017 091072017 Approved for lip Aooroved forly, Yes Yes 09212017 Imam WA Approved � WA WA — e o -_ - a x ray 11 Saxony 900 - Country Slate. Hartford Slate. Shake. Slat a, Rat Profile- Stockton, CA 12/312020 No Yes WA N/A Split Old En gl'sh Thatch 18 Saxony 900 Country Slat, Shake sari Slone .W Flat ProfileHenderson NV 12/3t2020 No Yes N/A N/A. 79 Saxony 900 Country Slat Shake. Sloe &ampi Split Flat Profile Lake Wales FL/2/312020 No Yes N/A N/A Shake 20 Saxony 900 Snake &amp Slate Flat Profile - Lathrop CA 12)312020 No Y3s N/A N/A villa rum Pri - e 28 VI1a.900 Medium Profile- Lake Wales. FL 121312020 No Yes N/A NIA Florida Department of Business & Professional Regulation Paga I oft Florida Department of Business & Professional Regulation page, &I Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation Page 1 11 O Building Codes and Standards 1/15mis Building Codes and Standards ,/mole Building Codes and Standards 1,6=111 Building Codes and Standards l7wom Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail — FL919994t9 FL819994% FL#IM: ffi FLt21 W4M Cory EntillyL2r DIM Data Dab Pending pm Cod@ Entity or Daft t00% Dab Pending Do% Gig& Entity or 00% Daft Dab PaNgm DDo% EMiN or ♦o -raft Dow PO4M no Tyge. Vmdea Manufacturer $ram EMini&U, Valyastd By VNdit$t, Submitted FBC Approval Mo mr gl sixes Tvas Vaslon MMuactu Contact Engineer &License Validated By VaNd�tod Sub, Mbd FBC App—ld AMrovod ShWo Tv- Version Wnuf,,b, Cygg�et Each— & License VIWawd By Validated Saban FBC AMroval Approved am& MW Version yJ n CO"Wd EMMw&License Vdkbftd By fvgfidartat lubmhbd FBC AporovN Approved f9ohs Revision 2017 l W Building Components Group Inc. Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 09/192017 09/072017 09212017 Approved Revision 2017 rTW Building Components Group Inc. Stuart Lewis ICC Evaluation Service, LLC William M. Retail PE OOII 2017 09/072017 09212017 Approved Revision 2017 rrW Building Components Group hiss. Stuart Lewis ICC Evaluation Service, LLC Will" M. Raced, PE 09/19=17 09/072017 091212017 Approved Revision 2017 MrTek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Setts, 10/19/2017 '0/192017 111l fr17 Approved Category: Structural Components (847) 918-6473 (407) 681-1917 Category: Structural Components (84T) 918-6473 (407) 681-1917 Category: Structural Components (847) 918-6473 (407) 681-1917 Category: Structural Components (314) $51-7480 LLC. SubCaegory: Teas Pates slewls®ekArmihy.cem SubCasagory: Tntse Pates subcategory: Teas Phrase sawleCalpinetw.mm SubCobgory: Tuna PlaindwerOamN.ttom (ZOS) 598-9800 ComPit.— Method: Evaluation Report from a P:uct Evaluation Enety Co nplwnce Evaluation Evation Report from a Product Evaluation Endly Compromise Method: Evaluation Report from a Product Evaluation Entry Compliance Metlwd: Evaluation Report from a Product Evaluation EMBy — FLIM99948 Product Ouslib Asaurs— Aooroved for Use Approved ter Use [,,ad Daek n FLi1g99-R6 Protluey Q,,IK,yau0pg; Apprmred for Uso Approved for Uao IM929 pgglgp Queft Assurance Approved W this Aooroved for (tee to Doolon F1.I12197ai6 Product Quaft A� Approver: ra ttee Approved for Use IMD@d Des,ionn sae Product Model. Number or Naar Product Description Conbact Exn avirkm Data In HVHZ Outside HVHZ Resistant Premiums gE Product Maid. Numb, or Nama Product Detailei- Contract Embolism Dab in HVHZ Outside HVHZ Resistant Rwun aemu # Product Mod*. Number or None Product Description Contract ExNation Mb in Outside HVHZ Resistant Prwur 8 8 Product Model. NumW or Nam Product Dpwalyn COM E W"M D9y in QN de mm Resistant Pnmu, 2 ITW BCG/Alpine Ming. Plat. Metal Connector Plat. 12/312022 Yes Yes WA NIA 3 ITW BOG/Alpine Trubx Metal Connector Ploy 12/312022 Yes Yea N/A NIA 4 ITN BCG/Ahpim Wave M*ah Connector Plate 12131=2 Yes Yee N/A WA 1 MISSHS 18 go. super high strength hues connector pl*e 01fg12g23 Yes Yes WA WA 8aarch Crtbrts search CdWI, Florida Department of Business & Professional Regulation Building Codes and Standards Peg., arl 1/wota Florida Department of Business & Professional Regulation Building Codes and Standards page I ofI vs2018 Florida Department of Business & Professional Regulation Building Codes and Standards pegs 1 *1 115=16 Florida Department of Business & Professional Regulation Building Codes and Standards Page, d 1 Irmle O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W FU218T41a C East M D1g Dole Babe Pointed gal FU2197429 C Eaea or Dag Do" Date Pending! F1a21974tB Code Entity or no Dgk Dm faandiM 2112 F'U21974i9 -Cgk Entity or gab I$k Was po.(Ww Dow (D Tygg Version MmuWtuar Contact EMlmor&License ValMaod By Validated Submitted FBC Aowovel Approved you TV- Version Manual EMeesr&License Validated a, VaNdeWd ShbtWd FBC Approval Aooroved ama T„ygp V,alon MnuacW— Contact Enokr,&Li,— Validated By VaItd Wd submitted FBC Andrei JlPEroved ;tabus Tog Vast Manufacturer contact Enakkor A, License Validated By validated Ryubarlded Fill Approval ,gpaedr $tabs _ Revision 2017 MITek Industries, Inc. David Wed ICC Evaluation Service, LLC ICC Evaluation Service, 10/19/2017 10/192017 10/22/2017 Approved Revision 2017 Ml Industries, Inc. David Wert ICC Evaluation Service, LLC IOC Evaluation Service, 10/19/2017 101I W2017 10/222017 Approved Revision 2017 MRek Industries, Inc. David Wert IOC Evaluation Service, LLC ICC Evaluation Service, 10/1972017 101192017 101272017 Approved Re rlsion 2017 MITek Industries, tea Davis Wen ICC Evaluation Service, LLC IOC Evaluation Service, 10/192017 10119M17 1022/2017 Approved Carol Structural Compensate (314) 851-7480 LLC. Category: Structural Components (314) 851-7480 LLC. Category: Structural Components (314) $51-7480 LLC. Category: Structural Components (314) 851.7480 I.I.C. CIO Subcategory: Truss Plates dwerlCmii.com (205) 599.9800 Subcategory: Times Pates dwertamil.mm (205) 599-9800 Subcategory: Tnas Papa dwerallimil.cvm (205) 59941/00 subcategory: Teas Plates dwerallimll.cttm (206) 599-MM Comphwnce Method: Evaluation Report from a Compliance Method: Evaluation Report from a Compliance Method: Evakaton Report from a Compliance Motwd: Evaluation Report from a / Product Evaluatbn Entity Product Evaluation Entlly Product Evaluation Entity Product Evaluation Entity O FLM974t6 Produces FLiM1974w Product FLa2197 t$ Products FLM97Re Products S� Quality Assurance Approved for Use Approved for Use Import. Deafen QWKy Assurance Approved for Up Approved for Ws Impact Design (Quality Asund. Approved for Uwe Approved for Use ifilwa aD dim Quality Assunnea Askarand,16, Um Approved for Use k"Do Dallas S" # 2 Product Maur. Number ce Norm Mil 16 Product Description Contract Expiration Dab 16 ga. buss connector pate 01/012023 in HVHZ: Yea Outside HVHZ Yes Resids WA Panure WA $og7 3 Product Model. Number or Nerve MT1814S Product Description Coned Emiraton Dale 18 ga. high strength raisers connector pate 01I012023 in HVHZ Yes Outside HVHZ Yes Rphym WA Pure NIA Si 4 Product Model Number or Name Mtn Product Description Contract Expiration Data 20 ga. truss cormodo plate 01/01/2023 in NVHZ Yes Outside HVHZ Yen ReNhm WA p� WA likkof 5 Product Model. NraNer w Name MT20HS rPgust,Doocriodm Contract Expiration Dab 20 ge. high strength true connector plate 01101=3 I. Ouwide Ni Yss Yes RMR Wt kl WA Pow, WA search CrNans sesrch CrlteHo search Cottons Spmh Coastal, O W Florida Department of Business &-Professional Regulation Page of2 Florida. Department of Business & Professional Regulation Pagel of Florida Department of Business & Professional Regulation pager ofI Building Codes and Standards 120/2020 Building Codes and Standards 10012i)il) Building Codes and Standards 115=18 ' V J Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail V m rFL#%r27-A:?8 :>!: -.: ;:; ..;:::s is .. -: ,. ..... ..-: _...... .,....... _... ,,,,_ ..... ... FL#15&RI?Pratlucts. Code Veal Editorial Edilaial 201? Change Weyerha u se Weyerhaeuser Category: Stunt —I Components Subcategory: Engineered Lumber Evaluation Report from a Entity or Contact EngICC E 1-flo License Validated , Rob Baltlwin ICC Eval 'at on Service. LLC ten Lerner, P.E. (253) 924-6476 (608) 839-3288 Robert 3.1dwin@Jweyerha cam cosier Data Data Validated Submitted 122/2019 04l01/2019 0322I2019 Data pending FBC Approval Date Approved 04lOft72019 Status Approved L Tog Version Revision 2017 ManuheWror Commercial Concrete Produclojec. SCors Structural Components gory: Products Introduced as a Result of �Method: Enft Contact Engineer & l.le,np Valmabd By Robert Gillis THUY H. HUYNH John May (813) 6593707 PE-WI22 (352) 588-5311 precasgato ya oo.cohl !/>� ValMabtl 10/142017 D!4 ShthmHbO 10/132017 Day PerhdiM FBC Approval 10282017 Data Qgprov 12/12/2017 SstM Approved w C G Q Quality Assurance Aooroved for Use Approved for Use Impact Dalian �g Product Model. Number or Name Product Description eanlracf Explaf an Data in HVHZ Outside HVHZ KeslstaM Presses 1 High Strength Concrete Linters 4, 6, 8, and 12 inch Wide lintels 05/212022 Yes Yes NIA N/A ProduucCompllance t Evaluation Entity ComplWleeNew Evaluation Report from a Florida Registered Architect or a Licensed Florida z FLY6527,RIo Products. _ Professional Engineer Sea # Product Model, Number or Name Quality Assurance Product Description Contract Emlmflon Dale Approved for Use In HVHZ Approved for Use Outside HVHZ Impact Resistant Deafen Pressure FLH774418 Prod z 1 Mi—le. LVL Laminated Veneer Lu mber 03/312021 No Yes N/A N/A Qupb Assurance Approved for Wo Approval for tsto (Refits± poskm Q 2 3 4 Parellam PSL TmberSrand LSL TJ .JRm Boartl Parallel Strand Lumber 031312021 Laminated Strand Lumber 03/312021 Structural Composite Lumber or Oriented Strand 03/312021 No No No Yes Yes Yes N/A N/A N/A N/A N/A NIA $.m.e 1 Product Model. Numh,or UM Quality Precast o Commercial Concrete Produce Produkuf,Qggpg$gn Contract ExigntM Diane Prevost and Pesteeed Concrete Ul 05/25r2M4 In No Outside Hi Yes Roolvis WA p WA J board Pm Board 5 Weyerhaeuser Rim Board Oriented Strand Board. Rim Board 03/31/2021 No Yes NIA N/A SHEET NO. PA 1.2-- is I I- if I ¢. - i L Ii I- 1 .I '911 hill 1 i I I