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HomeMy WebLinkAbout6416 Cobble Bliss St1� FART I AL FOUNDATION SCALE. I/4' = I' -0' ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL. ELECTRI� "ODE, AND THE CITYkF 'EPHYRHILLS ORDINANCES ATE ZEPHl PLC "AIWI S 3'-(o'x3'-b' A/C PAD LOCATION (MIN. 3' ABOVE FINISHED GRADE) .1AMSfl 5YM5CLs BUILDING SECTION KEY (Section No. over Sheet No.) INTERIOR ELEVATION KEY (Elev. No. over Sheet No.) DETAIL KEY (Detail No. over Sheet No.) O WINDOW SCHEDULE KEY (SEE WINDOW SCHEDULE SHT. ) C)-- STRUCTURAL NOTE O -+- HOSE BIBS H.B. FOUNDATION NOTES: I. SEE SHEET SN FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 3. THE FOOTING IS DESIGNED BASED ON 2000P5F 501L BEARING PRESSURE. CONTRACTOR/OWNER SHALL VERIFY SOIL BEARING PRESSURE OF THE PROPOSED SITE. NOTE: 50RACARE TREATED LUMBER 15 AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING ISSUANCE OF PLANS FROM THIS DESUCRS 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 N NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DES13NER6 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. F ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DE6&fR SHALL NOT BE HELD RESPONSIBLE. O FOOTING SCHEDULE O MK • SIZE REIwORGlw_% DEPTH FI 2'-V' x 2'-V (4) 15 EACH WAY 12' DEEP F2 2'-6' x 2'-W (4) 05 EACH WAY 16' DEEP •�3�£ r��/.'w�;. :��s�:�� ��:i��ssl3vis%siiss� �r<y: �_;„ is ~''�.:':> •`ui DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenginee6ng.com CA 25948 o 0 N Z W o� Z aU)MLn W LL ce 0- Z H d M 00 � W Z W ZC) J O J W Hry muj W V) ^ p t% CL Q G w V) W _1 — .J w Q W U m W ° W z��V m 0 U0 v N Q � <W cU Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER TH E DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORITON OF THIS DRAWING ONLY. ® 2019 LENNAR CORP.—THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019—THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO 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 HIOA ILO LISP RTl 6A VERSION NO. 1.03 / 02.07.19 41 ° (01 J.. : w < y. I`k: Cam. w m J z 0 W Q = U W z 3 QCCV � =N N W w� _� }00 Lu } w * `NW Q = W W n ; V W ❑ ❑ SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 1 0000 O CV M� 00 04 V J r L 16'50 x 36'H COLUMN B 5YMBOL5 BUILDING SECTION KEY (Section No. over Sheet No.) INTERIOR ELEVATION KEY (Elev. No. over Sheet No.) DETAIL KEY (Detail No, over Sheet No.) O WINDOW SCHEDULE KEY (SEE WINDOW SCHEDULE SHT. J 0- STRUCTURAL NOTE O -+ HOSE BIBS N.B. MARK TYPE A 255H B 35514 C 245H (TEMP) 6' DIA. STD. STEEL PIPE FILLED SOLID V CONCRETE EMBEDED PIPE PROTECTED W/CATALYZED POLYURETHANE CONC. SLAB, SEE PLAN PC CONC. FOOTING, SEE PLAN b MIL VAPOR BARRIER COMP. SOIL, SEE PLAN PIPE 15OL=L ARD DETA L= SCALE: 1/2' 4-0' I l/ U/AN- WHLL PARTIAL FLOOR FLAN - ELEV 1 1 511 NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.N. TO BE ALIGNED. * * * * * SCALE: I/4'=I'-0' NOTE: A.N. STAND DIMENSIONS ALL INTERIOR ANGLE GAS = V H. x 3b' W. x 52' L. WALLS ARE AT 45 DEG. ELEC.: = 24' H. x 36' W. x 52' L. * * * * * * * * * * T4RET4 T,48UL14TION MODEL 26m6 LIVING AREA 2516 5F. GARAGE 614 5F. COVERED ENTRY - ELEV. "A' S1 5F. COVERED ENTRY - ELEV. "5" 156 5F, TOTAL AREA 'A" = 3301 5F. V = 3406 5F. WINDOW 5CHEDU= ROUGH OPENING HEAD HEIGHT CLEAR OPENING 36, X 63, b'-8' 33312' WIDE X 2b25' NIGH 54' x 63' 6'-8' 48312' WIDE X 2625' NIGH 38' x 51' 6'-8' 33312' WIDE X 2025' NIGH CLEAR OPENING 5F 589 SF. 8151 SF. 46 5F. $ILL HEIGHT I'-b' 11-6' 2'-6' 1' 4' 5-4' (SPAN OVER 1 2 OPENING$) +23.4 / -25b PSF B B + PSF \ +242 / - 6.4 F% 14OMPH +242 / -26.4 PSF I 14OMPH \ \ +26.1 / -2 .4 F% 145 MPH +26.1 / -28.4 PSF 1145 MPH INN \ \ FAMILY ROOM \ 18'-4' x 20-2' \ VAULT CLG - r- --- @ I I \ I SLOPE UP 2.12 N \ leie I' 34' HIGH KNEE WALL BELOW I� I0'-4' 4' m' 4'-51 2'-2' m' 1 IT COUNTER EXTENSION I III�I 2 FLEX ® 13'-4' x 114' 14'-m' © Ll L4iD ;1 r 6068 TEMP. 0 'a. a' u' 4'_0, Y a ` \ 8' 4' HEAD HGT. N N 6' I w ALL _ '-4' G G. 6' S3 4 71 9'-6' 5'-4' 11.01 +242/ -26.4 PSF I 140MPN (SPAN OVER Q6.1 / -28.4 F%145 MPH ) 2 OPENINGS) +242/ -264 PSF 140MPH +26.1 / -28.4 PSF 1145 MPH D *EGRESS 53 a MASTER 5UITE +T-0- (SIM. SEE NOTE 01 18'-O' x 14'-0' cO FOR MOIRE INFO) 2668 54R _ _ Ah \ LAv. 36'x22' ATTIC I \\ CU o L ACCESS J \ /� JI'T 11' 1 m I p UJ,I-C. 2668 i- I ♦ 0 O 8'-0' CLG. I ' GG (SM. SEE NOTE 01 i I c j S3 FOR MORE W 1) I I 64R 1'-2' 5'-0' el L OAL. 2668 HALLWAY 8'-0' CLG. m' Lia< 41,',`,/��"`\, BEDROOM 4 124' X V-0' V-ol CLG. �V -_........ 60 8'-0' CLG. r PROVIDE WEATHER S3 WN S4R IN STRIPPING AROUND (4) SN. PERIMETER OF DOOR K . METAL PIPE BOLLARD lW/ S3 \'lu THRESHOLD OPTION GAS W.N. ONLY) SEE DETAILA/2 2. F. ,7777- 4' STEP TN \\ uz '' 0Y NOTE: W.N. SHALL BE ELEVATED 136'x22'ATTIC \. -� MIN 18' ABOVE GARAGE FF. W/ L ACCESS J 9'-4''CLG OPTION GAS W.N. ONLY LAv. CC (SIM• W/OUT UPLIFT 4 SEE NOTE'1 FOR ' S3 MORE INFO) --- +91.A "O�kA'P 1401PH1@ PN I \ D 3 CAR GARAGE e tie � S3 304' x 204' LAv. DIMENSION CONVENTION ?ALL & EXTERIOR OPENING DIMENSION I \-OUTSIDE FACE F $" A NOMINAL BLOCK S3 4" FRAME WALL U.N.O. 6 FOUNDATION DIMENSION FROM OUTSIDE OF BLOCK 2 B * �A (TEMP) S4 � 1 LINE OF GARAGE DOOR V-0' CLG. LINE OF GARAGE DOOR IN OPEN POSITION IN OPEN POSITION - - - - - - - - 7 � - - - - - - - - - - - - - - - - - - - F- � orl10 I I I i I I I I I I EN RY I I I I BEDROOM 3 zz, sl-41 cLG. 12'-m' x 11'-0' @ I I I K 81-0' CLG, I K I S4 54 (:64:) 8'-0' x T-0' O.H. G RAGE DR I6'-0' x T-0' O.H. GARAGE DR +21.4 / 36 PSF 1, *EGRESSI IN 4 1 +23.1 / -258 F'SF 1, N A 2 ® +24.8 / -21.0 PSF 14OMN z 1+223 / -253 PSF 140MPN S3 +26.1 / -291D P5F 145MFI4 +242 / -21.1 PSF 145MPN 6'-8' 6'-8' '-m' 3'-4' m' 8'-m' T-m' 16'-01 54 5'-4' 2'-01 29'-4' 501-01 � �L=OOR fi L,4N SCALE: I/4'=1'-0' 2'-8' �o N D,4 S3 (SIM) VERTICAL REINFORCMENT IN C.M.U. SHEAR WALL W/ (I -NO, 5 BAR IN GROUTED CELL TYPICAL UND.i NOOK INTO TIE BEAM AT TOP 4 FOOTING; AT BOTTOM.) FILL CELL TO ONE COURSE ABv PIPE (NO REBAR) CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT TO BE FILLED UNLESS SNOUIrI ON THE PLAN) 8'-0' TOP OF MASONRY V-4' TOP OF MASONRY BEARINGS WALL 2X STUDS ® 16' O.C. W/ 1/2' GYP. (UND. ON PLAN) 2X STUD W/ 1/2' GYP. (UN.O.ON PLAN) FLOOR PL4N NOMM& I. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION, 2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER FBC 1103). 3. *-DENOTES EGRESS WINDOW 4. GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE MANUFACTURER 5. EXTERIOR WINDOWS 4 DOORS SHALL BE LABELED WITH A PERMANENT LABEL, MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND PRODUCT. b. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE DIVIDED BY 06. 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ SOLID WOOD DOORS NOT LESS THAN 13/8' IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 13/8' TRIM OR 20-MINUTE FIRE -RATED DOORS. 8. DUCTS IN tNE GARAGE 40 DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. NO.26GA SHEET STEEL, l' MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS I DUCT BOARD, OR APPROVED MATERIAL AND SHALL NOT LAVE OPENINGS INTO THE GARAGE STRUCtUR14L NOOMS Ol PROVIDE (1)0 5 CONT. IN l5P.C. LINTEL 4 (1) 0 5 IN 8R K.O. BLOCK ABOVE, FILLED SOLID WITH GROUT. O2 PROVIDE 8' P.C. LINTEL 4 (1) 5 IN 8' K.O. BLOCK ABOVE, FILLED SOLID W/ GROUT O3 PROVIDE (1) 15 CONT. IN 8" P.C. LINTEL W/ 2" RECESS 4 (1) 0 5 IN 8' KO. BLOCK ABOVE, FILLED SOLID WITH GROUT ® PROVIDE (1) 5 IN 8' P.C. LINTEL FILL SOLID W/ GROUT O5 (3) 2x4 COLUMN W/ 4-Sd TOENAILS TOP 4 BOTTOM O (2) 2x8 SFM HEADER W/ BLOCKING;. PROVIDE (1) 2x6 JACK STUD a EA. END OF HEADER O ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-Sd TOENAILS TOP 4 BOTTOM OS (2) 2X8 SFM BEAM W/ USP WTUJ20 a COLUMN 4 USP TND28-2 MASONRY HANGER AT WALL M. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE TRUSS O9 (2) DO SF'F;1 BEAM W/ USP T14028-2 HANGER ® SIDE BEAM, USING; 6-161) 4 6-101) NAILS, AND USP 14TW20 a INTERIOR COLUMN 10 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP PAU44 e BASE, PROVIDE MIN. 6' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIV. FOR ANCHOR BOLTS NOTE: I. POWER BOX LINTEL (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4 REINFORCEMENT INFO A$ INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR MORE INFO) ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND 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. 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 U, o Ln z 'COD M O Q�J� a LLI LP Z Hn.a rh <¢ o Z W (n WCD J O W m W p Cie EL V) L Q > V) V) Lu J J Q/ O Lu U ' Lu W Z Qw m *_O < O U�� v NO � N Q LL M �O Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE 1T IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 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 CLARI" ATI N 02.07.19 1.03 USE SIMPSON H10A ILO USP RT16A VERSION : T`O&-i Q2 07.19 y9 � �y _s 7 ; JI z O �.i Lu Lu Ci >Z- 3 Q ce N =N N't W wM =� �OD Lu * } - w* Z Q LLI = LLI 1-4 LLI LU ❑ ❑ SHEET TITLE: FLOOR PLAN GENERAL NOTES & INFO SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 2 SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �G°JG3 TCi SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB BF12-OB 8F16-0B 8F20-013 8F24-OB 8F28-06 8F32-OB 8F8_ 16 8F12-16 8F16_ 16 8F20_ 1B 8F24_ 1B 8F28_ 1B 8F32-1B 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2693 4605 61113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 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(38) 7342(1s) 8733(19) 10127(19) 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168(45) 6036(19) 7181(19) 8328(2o) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37) 8825 (14) 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467(44) 6472 (lo 9'-4" (112") PRECAST 554 699 1160 1625 1 2564 3486 2818 3302 752 1245 1843 2564 3486 4705(3� 6390 (47) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(3e) 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 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 NR 458 783 1370 1902 2245 2517 2712 ( ") PRESTRESSED 15'-4"184 N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR 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 1 1515 1716 21'-4"(256") PRESTRESSED N. R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1 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 129 250 450 i 654 s84 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS §�0<gvSAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-0B 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 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 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060(34) 7917(19) 9311(19) 5-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (1o) 8060(39) 7402(1s) 8706 (19) 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893(32) 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998(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. EGIGINE+RING SPECIFICATI❑NS PRODUCT DESCRIPTION SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD P LF LENGTH TYPE 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 §ESAFE�0 0@ag "�``�� LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU 4'-4" (52") PRECAST 758 757 1164 4'-6" (54") PRECAST 694 693 1073 5'-8" (68") PRECAST 408 407 655 5'-10" (70") PRECAST 382 381 616 6'-8" (80") PRECAST 595 788 464 7'-6" (90") PRECAST 509 674 363 9'-8" (116") PRECAST 370 490 214 High strength precast concrete lintels designed to be unfilled or filled to ford a composite reinforced bears using concrete masonry units, GENERAL NOTES 7, Cast -in -place concrete may be provided in composite lintel in lieu of 1. Provide full mortar head and bed joints. concrete masonry units. 2. Shore filled lintels as required, 8. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 3, Installation of lintel dust comply with architectural 9. The exterior surface of lintels installed in exterior concrete masonry walls and/or structural drawings, shall have a coating of stucco applied in accordance with ASTM C926 4. U-Lintels are manufactured with 5-1/2 inch long notches at or other approved coating, ends to accorlodate vertical cell reinforcing and grouting. 10. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal 5. Reference the CAST-CRETE Load Deflection Graph (lateral) loads should be checked for the combined loading with the Brochure for lintel deflection information, f ollowing 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 G3�u SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 3'-6" (42") PRECAST 1569 2655 3524 4394 5263 6132 7001 1569 1 2655 3524 4394 1 5263 6132 7001 4'-0" (48") PRECAST 1363 2305 3060 3815 4570 5325 6079 1363 2305 3060 3815 4570 5325 6079 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 1207 2040 2707 1 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 (e) 3620 (4) 4133 (3) 929 1567 2080 2593 3107 3620 4133 6'-6" (78") PRECAST 835 (12) 1407(26) 1868(21) 2329 18 2790(18) 3251(o) 3712(12) 835 1407 1868 2329 2790 3251 3712 7'-6" (90") PRECAST 727 (23) 1065 zs) 1624 31) 2025 (28) 2426(zs 2827(25) 3228 (z4) 727 1 1224 1624 2025 2426 2827 3228 9'-4" (112") PRECAST 591 708(25) 1136(34) 1474(34) 1815(34) 2157(34) 2500(34) 591 862 1318 1 1643 1969 2294 2619 10'-6" (126") PRECAST 530 575 24 916 (w) 1188(33) 1461(33) 1736(33) 2011(33) 530 695 1180 (8) 1472 (4) 1763 z 2055 2346 11'-4" (136") PRECAST 474 1 504 (23) 800 (32) 1037(32) 1274(32) 1513(32) 1753 32 494 1 607 1042(1o) 1372 (11) 1643 (8) 1915 (6) 2187 (5) 12'-0" (144") PRECAST 470 (9 458 23 31 724 938 (32) 1153(32 1369(32) 1585 (32) 470 550 940 (lo) 1302 15 1560(13) 1818(11) 2075 10 13'-4" (160") PRECAST 418 (15) 386 (22) 607 30 785 (30) 964 30 1143(31) 1323 31 428 460 780 (9) 1159 21 1418 (zo) 1653(1s) 1887 (17) 14'-0" (168") PRECAST 384 (m)l 358 (21) 560 (29) 724 (3o) 889 (30) 1054 30 1220 (30) 410 1 425 717 (9) 1063 (z1) 1358(23) 1582(zz) 1807 (21) 14'-8" (176") PRESTRESSED 239 334 (21) 520 29 672 29 825 29) 978 29 1131(30) 246 395 663 9 980 (2o) 1303(28) 1518(25) 1734 (24) 15'-4" (184") PRESTRESSED 224 313 20 486 (2s)l 627 (29) 769 (29) 911 (29) 1054(29) 230 368 616 9 908 (2o) 1240(.) 1460 (2n 1668(26) 17'-4" (208") PRESTRESSED 187 263 (,9) 405 28 521 2 638 (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)1 547 (25) 647 (25) 747 25) 166 263 429 e 623 (18) 841 (26) 1059 (30 1227(3o) 21'-4" (256") PRESTRESSED 142 204 ,g 307 (23 393 23 480 23) 568 (24) 655 (24) 142 232 373 (7) 537 (ij 721 25 905 (29) 1048 (29) 22'-0" (264") PRESTRESSED 137 197 (15) 295 zz 379 23 462 (23) 546 23 630 23 137 223 358 513 (u)l 688 (24) 863 (28) 999 ze) 24'-0" (288") PRESTRESSED 124 179 (u) 267 21 342 (21)1 416 (21) 492 (21) 567 (2z) 124 202 1 319 (7) 455 (,,)1 606 (23) 757 (27) 876 z7 (#) 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 ��G59ff<gSAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30-1T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1668 2362 3056 3751 4445 5140 905 1668 2362 3056 3751 4445 5140 4'-6" (54") PRECAST 867 1604 2272 2939 3607 4275 4943 867 1604 2272 2939 3607 4275 4943 5'-8" (68") PRECAST 675 126916 1797 2326 5 2854 2 3382 3911 675 1269 1797 2326 2854 3382 3911 5'-10" (70") PRECAST 655 120716 174611 2259 2773 5 3286 3 2799 , 655 1233 1746 2259 2773 3286 2799 6'-8" (80") PRECAST 570 929 (18) 1530 2z 1980 19 2429(m) 2879(15) 3329 (14) 570 1080 1 1530 1980 2429 1 2879 3329 7'-6" (90") PRECAST 506 742 (18) 1364(3o) 1765 (27) 2166(25) 2567(24) 2968(23) 506 898 1364 1765 2166 2567 2968 9'-8" (116") PRECAST 395 468 (15) 884 (32) 1222 (33) 1540(34) 1859(34) 2180 (34) 395 1 560 1072 1 1386 1701 2016 2331 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ,LINTEL SCHEDULE NOTE: QUALITY PRECAST LINTEL IS AN ALTERNATE OPTION, REFER TO SHEET LINTEL 2.2 FOR LOAD TABLES. oo" OR o... CASTCRETE 8F8-0B/1T POWERBOX 8x8-OB/1T B B e�D OR e�D U-1' O O 4 CASTCRETE 8F16-0B/1T POWERBOX 8x16-0B/1T E E e � D OR � D a1� CASTCRETE 8F16-1B/1T POWERBOX 8x16-1B/1T F F oo" % D n e D e e o " % 0 D 0 e D 0 e OR o ° D e e 4 n e oo e i a' o. CASTCRETE 8RF30-1B/1T POWERBOX 8x30-1B/1T G G ,o o ° OR ,o o ° D n e D n e O_ _p • i i 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, 8. For composite lintel heights not shown, use safe load from Exception: Safe loads for unfilled lintels dust be reduced next lower height. by 20 % if bearing length is less than 6-1/2 inches. 9. For lintel lengths not shown, use safe load from 2, N.R. = Not Rated, next longest length. 3, Safe loads are superimposed allowable load, 10. All safe loads in units of pounds per linear foot, 4. Safe loads based on Grade 40 or Grade 60 field rebar, il. 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 (.85) = 5501 plf 7, The designer may evalute concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 0 0 SPAN OVER F ( 2 OPENINGS) F F ( SPAN OVER 2 OPENINGS) O (2) B'x12'xl/2' d MINIMUM BEARING PLATES O WOOD SHORE (2-2x4 C❑Lu BLOCK SH❑RE O MINIMUM) O IT IS RECOMMENDED TO SHORE LINTEL IN THE MIDDLE OF SPANS GREATER THAN 8'-0' AND LESS THAN 154', ON SPANS GREATER THAN 16'-0' PLACE SHORING AT 8'-0' CENTERS, MAKE SURE SHORING IS SQUARE TO LINTEL AND SECURE, MAKE SURE SHORING SUPPORTS THE ENTIRE WIDTH OF THE BOTTOM OF THE LINTEL. POWERBOX8 LINTEL SHORING DETAILS SCALE: NTS TOP OF BLOCK @ +8'-0" A.F.F. (UNLESS NOTED ❑THERWISE) 9'-4" _ 9'-4- ELEV. "A" ELEV. "A f&E E B 111�� ELEV. "A" ONLY NOTE: THE LINTEL PLAN PROVIDED HEREIN BY DANSCO ENGINEERING, LLC, IS INTENDED TO BE USED FOR STRUCTURAL INFORMATION ONLY. UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLAN OUR CALCULATIONS ASSUME A 16" (NOM.) DEPTH BETWEEN THE TOP OF THE TIE BEAM AND BOTTOM OF THE LINTEL. THE NUMBER OF COURSES OF MASONRY PLACED BETWEEN THE LINTEL AND TIE BEAM IS FOR THE LOCATION OF THE TOP OF OPENING ONLY AND IS BASED ON THE ELEVATION PLAN. IN THE EVENT OF A DISCREPANCY THE ELEVATION PLAN SHALL TAKE PRECEDENCE. WE ARE NOT RESPONSIBLE FOR LINTELS PLACED AT THE INCORRECT HEIGHT. 0 O ggm 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 OU^ o^ U) M Z 10 ko a� _J �w�^ ZHaaM <�aa0 zc~n� W w _LUJ Jto W_ � m W cn ^ p t% Q Q > V) V) UJ J — J pw=U m NT 0 w X LLJ J z '� w m Q`�Q O U0� v C4 Q Lu U M Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS .AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WBHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. j 02019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.12.17 1.00 6TH ED.(2)17) FBC UPDATES 07.31.18 1.01 ELEV. A TRUSS LAYOUT REVISED 01.25.19 1.02 BEARING WALL NOTE LARIFICATION 02.07.19 1.03 USE SIMPSON H10A ILO USP RT16A VERSION NO. 1.03 / 02.07.19 v I z3 - r E=-fi`�����A'�a. bv't P?yt'.w b•�'�yL� C�2 I L o w cc J Z O w a C _ C) W CO 3 W wC _1 �00 W ZD* }* w* Z IVw QLLI =w C9 W ❑ ❑ SHEET TITLE: LINTEL PLAN SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 201 w A GENERAL NOTES: U CODES U FLORIDA BULDNNG CODE bth EDITION 2011 RESIDENTIAL 5EL 06 R40111 W6 . 12 FLORIDA WILDING; CODE,1" EDITION, 20n OULDING, SECTIONS WL2 4 2101. 13 BUILDING CODE REallRPt'M FOR ). REINFORCED CONCRETE (ACI 318-14 L4 MWNG CODE REOUIfeEN113 AND MPICA11ON FOR M46M STIa=IRES (ACT 530.8 4 AG 5301-8) L5 MERICNN SOCEIY OF CIVIL ENGINEERS MNKM DESIGN LOADS FOR BILDW6 AND OTHER STR1ICM (ASM 1-10). 2) CCNCREEB 2J CONCRETE CA'1PRESO E STRENGTH AT 28 DAYS: 211 PRE -CAST NTAWARD REWOR:.B'1ENT-40W PSI MIN. 212 PFiE-CAST 111FRESTR£5S REIFOR(.E'BNi-6000 PSI 213 GROAT PER ASTM C41b - 3000 PSI UV MAX 3/8' AGGREGATE, V TO U' SLUMP. 22 REWMNG BAR& 221 STEEL PLACED N PRECAST LINTEL AT TIE OF FABRICATION ASTM Abb (GRADE W) 222 STEEL N LNML MD 10MOUT BLOCK (PLACED N FIELD) ASTM Abb (GRADE 40). 23 PRESTRESS STRANDS ASTM A4161-11111RE, STM86 RELIEVED 210 KSI M DETAIL REWORCB'EM N ACCORMANCE WITH AU 35. 25 CONCRETING OPERATIONS SHALL COMPLY WITH AU STANDARDS. 2b D45 IUIIE FIR ASTM Aft 3)MASONRr-, 31 CONCRETE MA.'iONRY WITS (OU SHALL CONFORM TO ASTM C-W, NORMAL MIGHT WITH MINI" NET AREA COFPRESSIVE STRENGTH 2O00P81. 32 MORTAR SHALL COWORI TO ASTM C-210 TYPE W OR'S' 33 FULL MORTAR JOINTS ARE REQIIIIiED 3.4 MNKIM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CM! AND MORTAR SHALL NOT BE LESS TRM FM . 20M PSI. MASONRY SIFS6714 SHALL BE ESTABLISHED BY THE TNIT STFMI14 WHOD' OR ALTERNATIVELY, BY THE 'PRISM TEST WHOD' WHERE USM RiEQUIF'EMENFB HAVE NOT BEEN W. 4) STRUCI42AL: 4J W LOAD VAUES ARE BALED ON LINTELS HAVING A BEARING OF 8' (UTH A MNR111 ACCEPIABLE BEARING OF 4' PER FLORIDA BUILDING CODE 6TH EDITION, 20n RESIDENTIAL, SECTION RWbb3 OR FLORIDA BUILDING CODE bTH EDITION, 20n BUILDING, SECTION 21041 42 SAFE LOAD VALUES BASED ON RATIONAL DESIGN MIALYSIS PER AU 310 AND ACI 530 43 DEWA R MAY EVALUATE CONCENTRATED LOADS PROM THE SAFE LOAD TABLES BY CALCULATING MAX1911 RESISTING MOMEB AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 4.4 FOR LINIEI. LENGTH AT VW OR GREATER VERTICAL CELL RIED SOUR WITN GROUT AND MNIMUM ONE (U 5 I&OCAL REBAR B li ECIIIRED AT EACH END OF THE LNTEL 43 LINTELS THAT ARE GREATER THMI 14'-O' CLEAR SPAN MST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED WTIL 2 DAYS AFIER GROUT PLACEW. SAFE LATERAL LOADS (PLF) 8" x 8" LINTELS LENGTH TYPE P LAIN SOLID DET. A DET. B 2'- 10" Precast 1105 2103 3' - 6" Precast 689 1310 4'- 0" Precast 514 977 4' - 6" Precast 398 757 4' - 8" Precast 810 2459 5' - 4" Precast 430 836 5'- 10" Precast 356 690 6' - 6" Precast 410 818 7' - 6" Precast 303 606 7' - 8" Precast 392 1100 8' - 0" Precast 363 1037 8' - 4" Precast 318 981 8'- 6" Precast 234 467 9' - 4" Precast 192 384 10'-6" Precast 151 301 11' - 4" Precast 132 417 12'- 0" Precast 111 370 12'-6" Precast 98 544 13'- 4" Precast 82 298 14-0" Precast 71 322 14'- 8" Prestressed N.R. 283 15' - 4" Prestressed N.R. 252 17- 4" Prestressed N. R. 183 19' - 4" Prestressed N.R. 167 20'- 0" Prestressed N.R. 167 21' - 4" Prestressed N.R. 129 22'- 0" Prestressed N.R. 120 24'- 0" Prestressed N.R. 96 N.R. = NOT RECOMMENDED QUALITY PRECAST LOAD TABLES GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x 8"LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT PLAIN (0)#SL (1)#5U (1)#5L (1)#5U 0 #SL (1)#5U (1)#5L (1)#SU (1)#5L (2)#SU A B DET. A DET. B DET. C DET. B& C DET. D 2' - 10" V - 6" Precast 2 - #2 2 - #2 NONE 2318 1550 3733 3772 3772 3' - 6" 2' - 2" Precast 2 - #2 2 - #2 NONE 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" 3' - 4" Precast (2) D4.5 Wre 2 - #3 NONE 1453 2654 2654 2574 2574 5'-4" 4'- 0" Precast 2 - #2 2 - #3 NONE 931 1247 1319 1301 1301 5'- 10" 4' - 6" 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 7' - 6" 6' - 2" Precast 2 - #2 2 - #4 NONE 570 938 938 716 807 7' - 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 619 1130 1130 1115 1115 8' - 0" 6' - 8" Precast (2) D4.5 Wre 2 - #4 NONE 581 1062 1062 1048 1048 8' - 4" 7' - 0" Precast (2) D4.5 Wre 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 I V- 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 330 544 544 430 507 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 308 507 507 383 475 12'- 6" 11' - 2" Precast 2 - #3 2 - #5 NONE 312 1 570 570 391 570 13'- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 270 433 414 308 416 14'- 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 254 388 390 279 376 14'- 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE N.R. N.R. 470 298 393 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. N.R. 426 274 374 17' - 4" 16' - 0" 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 1 262 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. N.R. 1 200 165 229 22'- 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. N.R. 1 185 155 L215 24'- 0" 22'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. I N.R. 1 149 124 179 N.R. = NOT RECOMMENDED GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. L DET. M DET. L& M DET. N 2'-10" T - 6" Precast 2 - #2 2 - #2 NONE 6570* 8333* 6570* 6570* 3' - 6" 2' - 2" Precast 2 - #2 2 - #2 NONE 4217* 6385* 4872* 4872* 4' - 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 3125 7192* 4373 7192* 4'- 6" 3'-2" Precast 2 - #2 2 - #2 NONE 2400 8507 3397 9856 4'- 8" 3'- 4" Precast (2) D4.5 Wre 2 - #3 NONE 8548 10000 10000 10000 5' - 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3077 7196 2374 6859 5'- 10" 4'- 6" 1 Precast 2 - #2 2 - #3 NONE 2529 5877 1971 5653 6'- 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 4504 4598 1578 4421 T- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 3314 3408 1181 3336 7- 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 4456 4456 3785 4427 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 4047 4047 3443 4021 8'- 4" 7' - 0" Precast (2) D4.5 Wire 2 - #4 NONE 3706 3706 3144 3683 8' - 6" T- 2" Precast 2 - #2 2 - #4 NONE 2584 2700 920 2602 9'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 2204 2298 767 2151 10'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 1767 1897 612 1696 1l' - 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 8243* 10000* 8243* 8243* 3'-6" 2'- 2" Precast 2 - #2 2 - #2 NONE 5321* 7708* 6195* 6195* 4'- 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 3945* 6524* 5263* 5263* 4'- 6" 3'-2" Precast 2 - #2 2 - #2 NONE 3033 6752* 4214 6752* 4'-8" 3'- 4" Precast (2) D4.5 Wire 2 - #3 NONE 6347* 6347* 6347* 6347* 5' - 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 3848 9921 2944 8538 5'- 10" 4- 6" Precast 2 - #2 2 - #3 NONE 3164 8183 1 2443 7066 6'- 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 6159 7054 1955 5633 7' - 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 4535 4864 1462 4185 7- 8" 6'- 4" Precast (2) D4.5 Wre 2 - #4 NONE 5967 6603 4657 6477 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 5430 5524 4236 5756 8'- 4" 7- 0" Precast (2) D4.5 Wre 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 1l' - 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 15' - 4" 14'- 0" Prestressed 2 - #3 2 - #5 NONE N.R. 2137 574 1134 17' - 4" 16' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. 1651 451 892 19' - 4" 18'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1310 430 850 20'- 0" 18'- 8" Prestressed 2 - #3 2 - #5 NONE 1254 1254 702 1271 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1062 381 751 22'- 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 994 359 710 24'- 0" 22'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 824 302 598 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 8" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT PLAIN (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#SU (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 1 694 678 678 6-10" 4'-6" 4' - 2" Precast 2 - #2 2 - #3 NONE 542 659 668 654 654 6'- 8" 5'- 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 446 680 668 530 530 7- 0" 5'- 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 419 639 668 478 500 7'- 6" 6' - 2" 5' - 10" Precast 2 - #2 2 - #4 NONE 384 585 668 414 461 T- 8" 1 6' - 4" 1 6' - 0" 1 Precast (2) D4.5 Wre 2 - #4 NONE 1 494 627 627 485 532 9'- 8" 1 8' - 4" 1 8' - 0" 1 Precast 1 2 - #2 2-#4 NONE 1 279 364 627 244 1 343 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)#SL (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 Wre 2 - #3 NONE 6250* 6250* 6250* 6250* 4'- 4" 3'- 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 3132 5915* 5817 5915* 4' - 6" 3' - 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 2880 9783 5361 10000 4' - 8" 3'- 4" 3' - 0" Precast (2) D4.5 Wre 2 - #3 NONE 5066 10000 6379 10000 5'- 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3087 7517 3272 6749 5' - 10" 4'- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 2946 6886 3077 6225 6'- 8" 5'- 4" 5' - 0" Precast 2 - #2 2 - #4 NONE 3798 5096 2320 4485 7- 0" 5' - 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 4505 4538 2094 4034 7- 6" 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 3869 3896 1812 3505 T- 8" j 6'- 4" 6'- 0" Precast (2) D4.5 Wre 2-#4 NONE 2715 4862 1856 4178 9'- 8" 1 8'- 4" 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 CLEARBOTTOMS SPAN TYPE TOP BAR BAR 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. E DET. F DET. E& F DET. G 2' - 10" l' - 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 5'- 10" 4'- 6" Precast 2 - #2 2 -#3 NONE 1755 2207 2198 2198 6'- 6" 5'- 2" Precast 2 -#2 2 - #4 NONE 2024 2024 1778 1824 T- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 1624 1624 1316 1483 7- 8" 6'-4" Precast (2) D4.5 Wire 2 - #4 NONE 1921 1921 2035 2035 8'- 0" 6'- 8" 1 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 1l' - 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" 1l' - 2" Precast 2 - #3 2 - #5 NONE 937 937 685 979 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" 1 22'-8" Prestressed 2 - #4 2 - #5 NONE N. R. 339 217 345 N.R. = NOT RECOMMENDED GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0#51L (1)#5U (1)#51L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. S DET. T DET. S& T DET. U 2'- 10" 1'-6" Precast 2 - #2 2 - #2 NONE 9916* 10000* 9916* 9916* 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 1 6426* 9031* 7518* 7518* 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 4765* 7627* 6366* 6366* 4'-6" 3' -2" Precast 2 - #2 2 - #2 NONE 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 1 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 Wre 2 - #4 NONE 7086 9405 5529 9872 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 6448 8101 5030 8467 8'- 4" T- 0" Precast (2) D4.5 Wire 2 - #4 NONE 5892 7113 4594 7410 F- 6" 7- 2" Precast 2 - #2 2 - #4 NONE 4159 5073 1357 2615 9'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 3405 4099 1129 1 2164 10'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 2645 3222 899 1710 11' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 2868 2868 777 1470 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 2586 2586 698 1314 12'- 6" 1 T- 2" Precast 2 - #3 2 - #5 NONE 2796 2796 1875 2857 13'- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 2157 2796 575 1071 14'- 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 1988 1950 526 975 14'- 8" 13- 4" Prestressed 2 - #3 2 - #5 NONE N. R. 2871 746 1474 15' - 4" 14, - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2616 684 1353 17' - 4" 16' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2023 587 1161 19' - 4" 1 18'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1607 513 1015 20'- 0" 18'- 8" Prestressed 2 - #3 2 - #5 NONE 1538 1538 830 1511 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1 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 GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DJ DET. DK DET. DJ & DK DET. DL 3'- 8" 2' - 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 1152 3342 3386 3386 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 945 2817 2861 2861 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wre 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 6-10" 4'- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 1388 1552 1544 1544 6'- 8" 5' - 4" 5' - 0" Precast 2 - #2 2 - #4 NONE 1411 1411 1277 1277 7' - 0" 5' - 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 1315 1315 1170 1169 T- 6" 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 1192 1192 1012 1066 T- 8" 6' - 4" 6'- 0" Precast (2) D4.5 Wre 2 - #4 NONE 1346 1346 1 1225 1253 9'- 8" 8' - 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 805 782 1 597 771 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#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* 4' - 6" 3'- 2" 2' - 10" Precast 2 - #2 2 - #2 NONE 3513* 5833* 5862* 5862* 4' - 8" 3'- 4" 3' - 0" Precast (2) D4.5 Wire 2 - #3 NONE 6073* 6250* 6250* 6250* 5' - 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3716 9710 4002 9749 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" 8'- 0" Precast 1 2 - #2 2-#4 NONE 1886 3192 1301 2982 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 16" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L {15U (0)#5L (1)#5U (1)#5L (1)#5U (15L (2)#5U A B DET. H DET. J DET. H& J DET. K 2'- 10" 1' - 6" Precast 2 - #2 2 - #2 NONE 4896* 6467* 4896* 4896* 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 3114 8164 4439 1 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 1 2863 3693 1499 3577 6' - 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 3227 3227 1201 2939 7 - 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 2498 2498 900 2322 T- 8" 6'- 4" Precast (2) D4.5 Wre 2 - #4 NONE 3071 3071 2916 3049 8'- 0" 6'- 8" Precast (2) D4.5 Wre 2 - #4 NONE 2831 2831 2651 2811 8'- 4" 7- 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 1 l' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 1312 1312 406 1104 12'- 0" 10'- 8" 1 Precast 2 - #3 2 - #5 NONE 1210 1210 366 986 12'- 6" 1l' - 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 1 278 730 14'- 8" 13'- 4" Prestressed 2 - #3 2 - #5 NONE 978 1418 422 830 15' - 4" 14'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 1290 387 760 17- 4" 16' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 952 326 641 19' - 4" 18'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 751 266 523 20'- 0" 18'- 8" Prestressed 2 - #3 2 - #5 NONE 961 961 446 872 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 678 219 431 22'- 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 634 226 445 24'- 0" 22' - 8" Prestressed 2 - #4 2 - #5 NONE N. R. 522 1 174 341 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 32" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#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" 1' - 6" Precast 2 - #2 2 - #2 NONE 10000* 10000* 10000* 10000* 3'- 6" 1 2'- 2" Precast 2 - #2 2 - #2 NONE 1 7531* 10000* 8792* 8700* 4'- 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 5587* 8751* 7490* 1 7190* 4' - 6" 3' -2" Precast 2 - #2 2 - #2 NONE 4300* 7565* 5849* 5849* 4' - 8" 3- 4" Precast (2) D4.5 Wire 2 - #3 NONE 8194* 8194* 8194* 8194* 5' - 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 5392* 6259* 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 1 5719 10000 2709 5283 7' - 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 4203 9087 2025 3931 T- 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 5473 9564 6402 10000 8'- 0" 6'- 8" Precast (2) D4.5 Wre 2 - #4 NONE 4978 8706 5824 10000 8'- 4" T- 0" Precast (2) D4.5 Wire 2 - #4 NONE 4546 7957 5320 10000 8'- 6" T- 2" Precast 2 - #2 2 - #4 NONE 3209 6742 1576 3044 9'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 2621 5257 1310 2519 10'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 2028 4007 1042 1989 1.l' - 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 l' - 2" Precast 2 - #3 2 - #5 NONE 2919 3369 2174 3572 13'- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 2535 2605 645 1203 14'- 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 2279 2389 609 1133 14'- 8" 13- 4" Prestressed 2 - #3 2 - #5 NONE N. R. 3232 865 1715 15' - 4" 14'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2946 793 1572 17' - 4" 16' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2280 680 1349 19' - 4" 18'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1814 595 1179 20'- 0" 18'- 8" Prestressed 2 - #3 2 - #5 NONE 1737 1737 959 1778 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1474 527 1042 22'- 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 1381 497 985 24'- 0" 22'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 1147 418 829 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 16" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DID DET. DE DET. DID & DE DET. DG 3' - 8" 2' - 4" 2' - 0" Precast 2 - #2 2 - #2 NONE 2558 7405 6639 6639 4'- 0" 2'- 8" 1 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" 1 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 2698 2903 2586 2586 5' - 10" 4'- 6" 4'-2" Precast 2 - #2 2 - #3 NONE 2533 2754 2461 2461 6'- 8" 5'- 4" 5' - 0" Precast 2 - #2 2 - #4 NONE 2360 2360 1921 1920 T- 0" 5'- 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 2175 2175 1733 1783 7' - 6" 6'- 2" 5' - 10" Precast 2 - #2 2 - #4 NONE 1945 1945 1500 1610 '-8"6'- 4" 6'-0" Precast (2) D4.5 Wire 2 - #4 NONE 2214 2214 1780 1843 F' 8" 8'- 4" 1 8'- 0" Precast 1 2 - #2 2 - #4 NONE 1250 1257 884 1133 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 32" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U {1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (25U A B DET. DW DET. DX DEr. DIN & DX DET. DY 3'- 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 6540* 8675* 8704* 8704* 4'- 0" 1 2'- 8" 2'- 4" 1 Precast 2 - #2 2 - #2 NONE 5386* 7825* 7854* 7854* 4'- 2" 2'- 10" 2' - 6" Precast (2) D4.5 Wre 2 - #3 NONE 8450* 8450* 8450* 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 Wre 2 - #3 NONE 7102* 7250* 7250* 7250* 5'- 8" 4'- 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 4336* 5500* 4733 5500* 5'- 10" 4'- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 4218 10000 4451 10000 6' - 8" 5' - 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 5356 10000 3356 8207 T- 0" 5'- 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 6918 9848 3029 7407 --T--6" 6" 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 5971 8121 2621 6409 1 - 8" 6' - 4" 6' - 0" Precast (2) D4.5 Wre 2 - #4 NONE 3832 10000 2715 9482 9' - 8" 8' - 4" 8' - 0" Precast 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 ®I GNi ICI uuuuuu u lug u r r r r r r Ems own I, a, :oI n, : 1 rI r r: 0 r 013 r r r 1 r r r rw��w MI-'pQ' W-112R' PEW' NOTE #1: (1) #4 MIN. REQUIRED FOR DEEP BEAM ONLY GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0�1`5L (1)#5U (1)#5L (1t5U (0)#SL (1)#5U (1)#5L (1)#5U (15L (2)#5U A B DET. DM DET. DN DER. 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 Wre 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 Wre 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 1 2977 T- 0" 5'- 8" 5'-4" Precast 2 - #2 2 - #4 NONE 3240 3240 1627 2728 7' - 6" 6- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 2845 2845 1408 2423 7' - 8" 6' - 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 2163 3342 1425 28% 9'- 8" 8' - 4" 8' - 0" Precast 1 2 - #2 2 - #4 NONE 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" 3'- 2" 2'- 10" Precast 441 758 5'- 8" 4'- 4" 4'- 0" Precast 418 733 5'- 10" 4' - 6" 4' - 2" Precast 393 689 6'- 8" 5'- 4" 6-0" Precast 389 783 7-0" 5'- 8" 5'-4" Precast 386 694 T- 6" 6- 2" 5' - 10" Precast 334 601 9' - 8" 1 8'- 4" 1 8'- 0" 1 Precast 197 354 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE NWTE M TYPE DESIGNATION NOTE M 2' RECEf � DETAIL '17' PETAIL 'plP ETAD IL VV' 1. T4LVLvv r. w MT. 'DX' p)r. 'IY' P - PLAIN LINTEL / rQUANTITY OF #5 BAR AT S - SOLID LINTEL 1 1 LOWER LINTEL CAVITY [8x16-P-1 L / 1 U] NOMINAL WIDTH -J QUANTITY OF #5 BAR NOMINAL HEIGHT AT UPPER LINTEL CAVITY NOTE M '`si'nc•'/,f: S,S.;3Y,;3'w>5i'r'ss a=ii?Fc\\<i%'lti,':s�,, i�ii�„'„�' .;x�7 fr��'n's'.✓:'..'Sri:i::g1?.=...�.\��•,.�`'i`x �• �lii§'i"` .aF,. <.sh: DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645,9698 www.danscoengineedng.com CA 25948 tl o 0 N Z Lu M O�^ o^ W Cn z� ko Q(nJLn aLULL^ Cl� z < v 0 0 Q � Q f- W w� J 0 o to LLI mLu W cn ^ O V) C Q Q�w V) Lu -I - J D W U m in LL uj J Z < w CfI O U0 U N Q �O LLl M �O Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE"C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 2019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.12.17 1.00 6TH ED. (2017) FBC UPDATES 07.31.18 1.01 ELEV. A TRUSS LAYOUT REVISED 01.25.19 1.02 BEARING WALN L OTE 'ARIFICATI N 02.07.19 1.03 USE SIMPSON H1OA ILO USP RT16A VERSION NO,)..03 / 02.07.19 _ _ r may. tri Y� � �� �� .h j ~ Q'l J 1��rJ'9•Y c"4 Ld"J cm O Q w Y m J z O �I Lu a w CO } 3 LuLID QN =N V) W w� _10 }00 W �* r* w* Z uj = Ili " Lli 5 V<) a: LL CL: W ❑ ❑ SHEET TITLE: QUALITY PRECAST LOAD TABLES SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 2,02 W CV L J^ 11-01 LU I I I I I I I � I ----------------- I �ii I -0' (TYP.) IS3 I (TYP) I I I I 4'-0' y� OFF -RIDGE `fie VENT I � :Z: I I � I I I � I I � I � I I � I I I I I I I I I I I z I 5LOPE 5:12 SLOPE 5:12 La I � I I � I I U I I � I I I I � I I I I I NOTE: I I FLASHING: 5HALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. I I I I I I I I I I I I I I I-0 `-, (TYR) �9�lF o e y� z o I _Q 01 > — W SLOPE 5:12 I 0 I I � I I — I I I I I L-------------------------� SCALE: I/8 =1-0 O ROOF VENT SCHEDULE O verify with czeneral 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) FRG, ll Mark Location Roof vents or equal system (sq. ins Soffit Vent (sq. in.) RV i Roo f 823 823 5EE12 PLAN SEE PLAN FOR IRV IF HEEL NCT. TRUSSES 8'-ID" BRCx. NCT. till 4 2x FRAMING: AS REQ. 2x4 (TYP.) SEE PLANS FOR BEAM SIZE (2) 2x4 FRAMING 5TU000 FINISH OVER MTL. LATHE 4146' 055 SHEATHING 4 FRAMING `r AS REQUIRED SEE PLANS FOR P05T 51ZE P05T TO CMU COl`WECTOR REFER TO PLANS SE AN 2x4 SILL FRAMING Ix4 (TYR) 2x6 (TYR) _ STUCCO FIN15H SEE FOUNDATION PLN5 _ M FOR FooTER SIZE ID' -ID" PIN. FL-R. , 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 TOTE ATTENTION OF THE DESIGNESOFFICE 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. 4' SCORED RAKE (TYP.) SEE SHEET 6 FOR 'F' MATERIAL INFO 6' SCORED BAND STUCCO FINISH SEE 6/35 FOR COLUMN DETAIL 4FIN15H FLOOR ELEV. V-0' 12 5 OFF -RIDGE VENT SHINGLE ROOF PER 5PEC5. I. 1-0 L 12 5I 121 \ 5 STUCCO FINISH SEE DET. B/SNI FOR WEEP SCREED INFO F. FLOOR ELEV. 0A SCALE: 1/S'=1'-0' 5 �1�1�1�INC� SECTION scALE: vs'=i'-0' RIDGE VENT STUCCO FINISH SCALE: 1/4'0-0' RIDGE VENT -12 51 T T T T T T THICKNESS OF TEXTURED FINI514 OVER FRAME APPLICATION TO BE PER W R1033.1 y yy ,yy yy T T T T T T GRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MST HAVE A MAXRV SILL HEIGHT OF 44' MEASURED FROM THE FINISHED FLOOR OF THAT PARTICULAR ROOM TO THE BOTTOM OF THE CLEAR OPENING. SHINGLE ROOF PER SPECS. RIDGE VENT NSHINGLE ROOF PER SPECS. SEE DET 6/35 FOR COLUMN T— F. FLOOR ELEV. V-0' SCALE: I/8'=I'-0' RIDGE VENT 12 Z::�:T5 1:1 STUCCO FINISH SEE DET. B/SNI FOR — WEEP SCREED INFO M 12 RIDGE VENT 5 SHINGLE ROOF PER SPECS. 3'-0' T. BEAM ELEV. STUCCO FINISH SEE DET 6/35 FOR COLUMN SEE DET. 5/5Ni FOR WEEP SCREED INFO— F. FLOOR ELEV. Q'I'Ah 3 .EFT ELEVATiON 11511 SCALE: 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 NY CONSTRUCTION, ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THN 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. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenginee6ng.com CA 25948 0 N uj Z O n Zo Zo Z �U)MtO Q� nN awAll e^ ZHaaM <�Q o zc~n� W z� LU 0 CD u, W 1121:� m W LU V) --, O Q > cn LU I J O Lu U m W Q ''LUn v w m _� Z I Q m �U O U0 U N QNO LU U M1�0 Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WiTH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNEDAND SEALED FOR TH E STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WR1fTEN CONSENT FROM LENNAR CORPORATION. ® 2D19-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 IIMPS0N H10A ILO SP RTl A VERSION NO. 1.03 / 02.07.19 C.7S s "° !.i h k s.'M t, r� o Y LUCal Z —' O :i u.L a LOV _ U W r C� 3 QCCV =�! N� W w� 21 00 W =)* r* w* Z Q LJ ZD Li � Ld �� W ❑ ❑ SHEET TITLE: ELEVATION "B" EXTERIOR ELEVATIONS & ROOF PLAN SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 3B Ii�T i d i it I � L. I -;il � e�' Iil I:i: tiil l� 'k.iIlliliL l ilY�. u;d{I iC Typical 150-200 Amp Electrical Riser Diagram POWER CO. FEE 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp nnect 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. PARTIAL ELECTRICAL PLAN - ELEVATION 11511 SCALE: 1/4'4-0' � E�EC�RIC>4� Rl_�4N SCALE: 1/4'=I'-0' ELEC. METER ELECTRICAL KEG' DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P. WEATHERPROOF DUPLEX OUTLET FI. GROW FAULT INTERWMR DUPLEX OUTLET f$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH IR RHEOSTAT SWITCH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q, RECESSED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE f� EXHAUST PAN EXHAUST FAN/LIGWT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) ® SMOKE DETECTOR (SHALL BE INTERCONNECTED) ® SMOKE/CARBON MONOXIDE DETECTOR COMBINATION K TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER s ELECTRIC PANEL KKE CONCOURSE BOX -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ;( ROUGH -IN FOR OPT. CEILING FAN v J <1 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ 11r,J ROUGH -IN FOR OPT. CEILING PAN NOTES: I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AS INDICATED ON PLANS, 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES 4 RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR SWITCHES 42' OUTLETS-14' TELEPHONE --A' TELEVI5ION-14' 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQJIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE CTO . 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 Ar-LI PROTECTED CIRCUIT. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN PULL COMIANCE WITH 2O14 NE.C, 6TH ED. (20M) FBC, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ARC FAULT RECEPTACLES IN ALL BEDROOMS PER 2014 NEC, ELECTRICAL- SPECIFICATION NOTES - ELECTRICAL CONTRACTOR 1W VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOD( ARE FOR LOCATION PURPOSES. ;y_h a�Ki,-'�:-ssszsz<Eat<rrEs's.:s�`'�'r'�I>iz>ii:yj: 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 0 zQ N M Ln Q� aWU-j^ Z < 00 H� Ww LU J 0 o Cn LLI w V) O IL Q Q w Uj I -, pwm Q Uj LU x � Z L,J co m 0 U0 U N Q W< M �O Q THIS DRAWING AND DESIGN IS VALID FOR 12 MOMHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 0 2019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT, ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.12.17 1.00 6TH ED. (2)17) 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 VERSION NO. 1.03 / 02.07.19 SHEET TITLE: ELECTRICAL PLAN SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 4 9 w • 00 CV LO r— TIL,II��1�-LI-�-, I USP CONNECTION CHART CONNECTION QTY. CONN. CAPACITY (lbs) FASTENERS*" PER CONN. HTA20 1 1 1870 9-1Od x 1 1/2" Simpson H10A 1 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. 155UANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON5I5ILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15MPMCY 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 REVISION5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ER(OR5 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. v T R=19W U = 13150 USP WTA20 USP WTA20 (INSTALLED TO THIS SIDE OF GIRDER 51MP5ON HIOA a EA TRUSS is BEAM (TYP) -i 115P WTA20 0 EA TRUSS U U s MASONRY (TYP) J J > > (U (U � L GIRDER J ------------------ --------------------- 3 USP WTA20 ® EA TRUSS e MASONRY (TYP) I w I z �" I I c I ao n I 2/12 VAULT CLG,_ 9'-4' CEILING 8'-0' CEILING I Z� I o I U I I I I z I I J J I a 3 z w as z 0 I OD 8'-0' CEILING 9'-4' CEILING 8'-0' CEILING a w A 8'-0' CEILING a � Rl ul ix USP HTA20 a EA TRUSS 9'-4' CEILING 0 s MASONRY (TYP) AHtJ N CH SE Ll 9'-4' CEILING U 3 z z w O P° z � z O 00 USP WTA20 D (SIM. W/ USP RT16M USP HTA20 S5 R = 4804M R = 31a69' ILO HGAM10) U = 16190 U = 1066* USP WTA20 2x4 SYP#2 SCAB ATTACHED SHEATHE ROOF PRIOR TO OVER BUILD TO TOP CHORD W/ 10d NAILS s V OC. 5T rQ Q i D Ik S5 � e USP WTA20 a EA TRUSS '- a MASONRY USP WTA20 a EA TF 8'-0' CEILING @ s MASONRY (TYP) SIMPSON H10A 9 Ek TRUSS r+ g BEAM (TYP) ROOF FRAMING FLAN 11511 SCALE: 1/4'=1'-O' (SIM. W/ BEAM ILOol 4 FRAME WALL) 55 31'-4' 20'-0' 304' I R = 6620 U = 13150 USP WTA20 USP NTA20 (INSTALLED TO THIS SIDE OF GIRDER) TRU55 FRAMING N0TE5 1. ALL CONNECTIONS PER USP CATALOG (LATEST EDITION) - UN.O. CONTACT ENGINEER FOR ALTERNATE CONNECTIONS 2. 1PRE-ENGINEERED WOOD TR 65ES SPACED 6 24' O/C TYPICAL, UNLESS NOTED OTHERWISE 3. SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF INFORMATION. 4. TRUSS TO TRUSS ATTACHMENT PER TRUSS MANUFACTURER UPLIFT VALUES SHORN ARE CALCULATED BASED ON CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM TRJ55 MANUFACTURER'S VALUES IF THE CONTRACTOR, TRUSS MANUFACTURER OR OTHER DESIGN PROFE5510NAL5 REvISE THE SHOWN INFOWATION, DAN5CO ENGINEERING, LLC 15 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT. :iEEi:Z.:..''^w''u��'s}.'.,.r.,,,`�„I�'•',,,�'3i:D �'A"�i�'`U EE< tl ��=:,fin';• 'i;�'..'a,. �`•�u:����i FEE'" �: wE�".�4`€ 11 SEE:m:�•, < ..ate Tti�•• C:`:a.•...i`,`ii:i: `:a DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 W W W.danscoenginee6ng.com CA 25948 O O N z� o� z o Co Q � J W z �Q o Z W U) w� J O J LJU I..L m w (n ^ O C) Q 5 > LLU L1W _I J 0/ Q W U m 0 °_ LLJ 'LUn �— V X J Z < w m O U0v N Q L1J M �O Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WIrHOUr WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12 12 17 1 00 6TH 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 US,RT16A VERSION NR— 1 03 / 02.07.19 . �ag.. C-i tea � O w ca J z O w Q w = U W U' >- QN 2N Nd W w� _1 �00 W U* r* w Z ¢w =w WLL Tn0 � W ❑ ❑ SHEET TITLE: ROOF FRAMING PLAN ELEVATION "B" SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 5B N W 04 L J r .�• z tyy' 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 LV 0 10 o� N M l00 Z a ul W LL zQ00 Z �; W wCD J O v) W w C� ^ O w �=Q Q � V) V_ Lu I J O w C) am Q '�wrry� ;3� w V w J z��` co 0 U0 U �NQ LL.I M �O Q THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WrrHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 0 2019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE 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 HIOA ILO P RT16A VERSION NO. 1.03 / 02.07.19 SHEET TITLE: FOAM TRIM DETAILS SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 6 5- 00 CV r� 5PEG I E I GATI ONS I. I. CONSTRUCTION I. I. I. AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUGTURAL CONCRETE I. I. 2. ASGE5/AGI 530-13, TMS 402-16 4 A5CE(6/AGI 550.1-15, TM5 602-16 SPECIFICATIONS FOR MASONRY 5TRUGTURE5. I. 1.5. ASTM G270-12a, G476-10, AND GciO-14 SPEGIFIGATIONS FOR MASONRY 5TRUGTURE5 1. I. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2015 EDITION, AND ALL AGGOMPANYIN6 SUPPLEMENTS. I. I. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2017) I. 1.6. "MANUAL OF STEEL GONSTRUGTION, ALLONABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL GON5TRUGTION, (AI5G) "DESIGN 5PEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TPI 1-14. 1.2. DESIGN : I. 2. I. AGI 515-14 BUILDING CODE REQUIREMENTS FOR STRUGTURAL CONCRETE I. 2. 2. ASGE5/AGI 530-13, TM5 402-I6 ff A5CE6/AGI 530.1-15, TM5 602-16 5PEGIFIGATIONS FOR MASONRY 5TRUGTURE5. 1. 2. 3. ASTM G270-12n, G476-10, AND GGO-14 5PEGIFIGATION5 FOR MASONRY 5TRUGTURE5 I. 2.. 4. NATIONAL DE516N 5PEGIFIGATIONS (ND5) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL AGGOMPANYIN6 SUPPLEMENTS. I. 2. 5. PLYWOOD DESIGN SPEGIFIGATION5 (APA) I. 2. 6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2017) 1.3. SHOP DRAW I NC S : I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DE516N PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRANING5 HITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1. 3. 2. ALL SHOP PRANIN65 ARE TO BE SUBMITTED TO THE ENGINEER OF REGORD PRIOR TO THE COMMENCEMENT OF GON5TRUGTION. 1. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP PRANINC75 ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE : PRAHINOS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRAGING REQUIREMENTS, AND GONNEGTIONS TO SUPPORTING TRU55 MEMBERS. 2. DES I C N LOADS THIS STRUCTURE HAS BEEN DESIGNED IN AGGORDANGE HITH THE bth ED. (2017) FLORIDA BUILDING GODE, RESIDENTIAL BUILDING GATE60RY: II 2. I. DEAD LOADS: ROOF TILE (TG=15P5F, BG=IOPSF) 25PSF ASPHALT SHINGLE (TC=7P5F, BC=IOPSF) 17PSF METAL (TC=IOPSF, BG=IOP5F) 20PSF FLOOR TILE (GERAMIG, 1/2" MORTAR BED) 25PSF CARPET OR HOOD 15FSF 2. 2. LIVE LOADS : ROOF 20F5F FLOOR ONE- AND TWO-FAMILY DHELLIN05 UNINHABITABLE ATTIC, NO STORAGE IOPSF UNINHABITABLE ATTIC, LIMITED STORAGE 20P5F HABITABLE ATTICS, SLEEPING AREAS 50PSF OTHER 40PSF EXTERIOR DEGK5 SAME AS OGGUPANCY SERVED RAILING - NONGONGURRENT 50PLF OR 200LB LIVE LOAD REDUCTIONS PER CODE 2. 3. ROOF SNOW LOPED DATA: GROUND SNON LOAD, Pg = N/A 2. 4. WIND LOADS : BA51G HIND 5PEEP, V (3-SEG. OUST) 140MPH (Vasd=108MPH) HIND EXPOSURE G INTERNAL PRESSURE GOEFFIGIENT V-0.18 G 8 G DE51ON PRESSURE SEE PLAN HIND BORNE DEBRIS PROTECTION 5HUTTER/IMPAGT GLASS 2. 5. SEISMIC, DESIGN DATA: 5EI5MIG IMPORTANCE FACTOR, 1, 1.0 5EISMIG RISK GATE60RY II MAPPED SRA, 55, 51 N/A SITE GLASS A DESIGN 5RG, 5D5, 5D1 N/A 5EI5MIG DESIGN GATEGORY WA BA51G SFRS MASONRY HALLS DESIGN BASE SHEAR, (UNFAGTORED) N/A SEISMIC RESPONSE GOEFFIGIENT, G5 WA RESPONSE MODIFICATION FACTOR, R N/A ANALY515 PROGEDURE ELF 2. 6. FLOOD DESIGN DATA: DATUM NAVD88 FLOOD ZONE "X" BASE FLOOD ELEVATION: WA LONE5T PROPOSED FLOOR ELEVATIONS N/A 3. DEELEGTIONS: LIVE LOAD 1-/360 TOTAL LOAD L/240 4. MATERIALS 4.1. RE I NFORG I NC STEEL 4. I. I. REINFORGING STEEL SHALL BE ASTM A615/A615M-OG GRADE 40, f'y = 40 Ksi 4. 1.2. LAP SPLICE SHALL BE AS FOLLOH5: #5 BAR 25", #4 BAR 20", #3 BAR 15". 4. 1.5. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EAGH BAR EXGEPT HHERE THE COVER DIMEN5ION 15 SHOWN TO THE FACE OF THE GONGRETE. 4. 1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1.5. REINFORCIN6 MEGHANIGAL GOUPLER5 ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS : G-I-P GONGRETE FORMED AGAINST EARTH 31, G-I-P GONGRETE EXPOSED TO EXTERIOR 211 G-I-P GONGRETE NOT EXPOSED IV2" GROUT FILLED MASONRY : 5�4 HELPED HIRE FABRIC (HHF): A1064/A1064M-16a 4. 1. 8. DETAIL REINFORCEMENT IN AGGORDANGE HITH AGI 315-LATEST EDITION. 4. 2. CONCRETE : MODULES OF 4. 2. I. CONCRETE TYPE MIN. 28 DAY DE51ON (FO ELASTICITY DESIGN (E) G-I-P GONGRETE (NORMAL NEI6HT) 2,500 Psi 2,850 Ksi G-I-P GONGRETE (NORMAL WEIGHT) HERNANDO GO. ONLY 3,000 Psl 5,122 Ksi G-I-P GROUT 5,000 Psl 3,122 Ksi 4. 2. 2. GONGRETE SHALL CONSIST OF I" MAXIMUM AGGREGATE GONGRETE MIX HITH SLUMP BETHEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL GONSI5T OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETHEEN 8" AND 10" AT TIME OF PLACEMENT. SEE 5PEGIFIGATIONS FOR ADDITIONAL CRITERIA. 4. 2. 4. GONSTRUGTION JOINTS HILL BE PERMITTED 4. 2. 5• METHOD OF GONGRETE FORMING, PLACEMENT AND GURING SHALL BE GONNUGTED IN AGGORDANGE HITH THE SPEGIFIGATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXGLUDING EXTERIOR HALKHAYS 8 DRIVEHAY5) 3 1/2" MIN. THICKNESS 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 DE51ON MIX MAY BE USED I.L.O. HHF GONTRAGTORS D15GRETION. 4. 2. -1. CONCRETE PLAGEMENT PRAGTIGE5 SHALL BE IN AGGORDANGE N/ ALL AGI- MGP 2017 STANDARDS. 4.5. GONGRETE MASONRY : 4.5. 1. FILLED CELLS H/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING GONGRETE MASONRY BLOCK SHALL BE A5TM G90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS d CAVITIES BELOH GRADE HILL BE FILLED H/ CONCRETE IN ALL STEM HALLS 4. 3. 4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 P51 MINIMUM 4. 3. 5. METHOD OF GONGRETE MASONRY PLAGEMENT AND GONSTRUGTION SHALL BE GONNUGTED IN AGGORDANGE HITH THE 5PEGIFIGATION5 AS STATED. 4. 3. 6. MORTAR SHALL BE TYPE "5" FOR ALL MA50NRY GON5TRUGTION. 4. 3. 7. MASONRY ROUGH OPENING MAY VARY IN THE CROSS SECTION DIMENSION OR ELEVATION DIMENSION 5PEGIFIED ON THE APPROVED PLANS FROM -1/4" TO +I/2" PER SECTION R606.3.1.1 4.4. STRUCTURAL LUMBER 4. 4. 1.1. INTERIOR LOAD BEARING NALL5 5PF STUD OR BETTER, fb = 675 P51, E = 1200 K51 ALL EXTERIOR FRAMING 5PF #2 OR BETTER, fb = 875 PSI, E = 1,400K51 4.4. 1.2. ALL FRAME HALLS TO BE GONSTRUGTED U51N6 SPF , STUD QUALITY OR BETTER, UNLESS NOTED OTHERHISE 4. 4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 5. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 4. IF 05B BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE SIMILAR OR GREATER 5EGTION PROPERTIES. 4. 4. 5. ONLY STRUGTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN GONTAGT HITH CONCRETE 15 TO REGEIVE A STANDARD GRADE PRESSURE TREATING. 4. 4. 6. HHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP PRAHIN55 TO THE ENGINEER OF RECORD. 4. 4.1. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN AGGORDANGE HITH THE "DESIGN SPEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRUSSES" BY THE ANSI/TPI 1-14, BC51 2015 4. 4. 8. UNTREATED HOOD SHALL NOT BE IN DIRECT CONTACT HITH GONGRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOGATION5 WITHOUT HOOPEN TOP PLATES. 4. 4. G. ALL EXTERIOR FRAME WALL SHALL LL BE 5TUGGO FINISH AND SHALL BE APPLIED IN STRICT A AGGORDANGE HITH THE FRG SECTION R703.7.2 AND HITH ASTM G926 INGLUDIN6 THE REFERENGE IN A5TM Gg26 5EGTION 8 TO SECTION X1.4.2 OF THE APPENDIX - 7/8" TOTAL THIGKNE55 APPLIED IN THREE LAYER5 (5/85" - 3/8" - I/8") OVER METAL LATH OVER HATER RESISTIVE BARRIER. THE HATER RESISTIVE BARRIER SHALL INCLUDE A HATER -RESISTIVE VAPOR -PERMEABLE BARRIER HITH A PERFORMANCE AT LEAST EQUIVALENT TO THO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY 5UGH THAT EACH LAYER PROVIDES A SEPARATE GONTINUOUS PLANE AND SHALL BE ATTACHED DIREGTLY TO THE SHEATHING OVER FLASHING INSTALLED IN AGGORDANGE HITH THE APPLICABLE BUILDING CODE AND MANUFACTURER'S SPEGIFIGATIONS. GURING TIME FOR 3-GOAT STUGGO, EAGH 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 50ONER THAN 7 DAYS AFTER THE APPLICATION OF THE 2ND GOAT. UNLESS APPLICATIONS INSTALLED IN AGGORDANGE HITH A5TM Gc126 INGLUDIN6 THE REFERENGE IN ASTM Cc12b 5EGTION 8 TO SECTION XI.4.2 OF THE APPENDIX 4. 4. 10. INSTALLATION OF EXTERIOR LATHING 8 FRAMING SHALL GOMPLI' TO A5TM C 1063 PER FLORIDA RESIDENTIAL CODE R703.7.1 4. 4. 11. FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVELY TREATED HOOD SHALL BE TREATED IN THE FIELD IN AGGORDANGE HITH ANPA M 4 4.5. FASTENERS AND TIE DOWNS : FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, GHANNELS : ASTM A36/36M 08 Fy = 36 K51 ROUND METAL PIPE : A5TM A53/A53M-12, GRADE B Fy = 35 Ksi SQUARE METAL TUBING : ASTM A500-13, GRADE B Fy = 46K51 HIGH STRENGTH BOLTS : ASTM A525-14 MACHINE BOLTS : GALVANIZED ASTM A307-12 4. 5. 2. SHEET METAL AGGE55ORIES SHALL CONFORM TO : Fy = 33KsiHITH GGO GALVANIZED GOATING IN AGGORDANGE HITH ASTM A525-cO. 4. 5. 5. NAILS SHALL CONSIST OF : COMMON HIRE NAILS HITH MINIMUM DIAMETER AS FOLLOH5 : bd = 0.131", IOd = 0.148", 12d = 0.148", ibd = 0.162". 4. 5. 4. ALL FASTENERS AND TIE DOHNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI-GORROSIVE GOATIN6 BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOHNS ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DONNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRU55 STRAPPING ARE TO BE INSTALLED IN AGGORDANGE HITH THE PLANS AND 5PEGIFIGATIONS. 4-. 5. 7. CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPAGIN6 AND ALIGNMENT ARE TO BE IN AGGORDANGE HITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. GONGRETE EMBEDDED TIE DOHN5 USED FOR TRU55 AND HALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORGIN6 PRIOR TO OR WHILE PLAGIN6 GROUT. 4. 5. G. P05T-IN5TALLED ANGHOR5 INTO CONCRETE 1. P05T-INSTALLED ANGHOR5 SHALL ONLY BE USED HHERE 5PEGIFIED ON THE CONSTRUCTION DOCUMENTS. THE GONTRAGTOR SHALL OBTAIN APPROVAL FROM DANSGO ENGINEERING, LLG PRIOR TO INSTALLING POST -INSTALLED ANGHOR5 IN PLACE OF MISSING OR MISPLACED CAST -IN -PLACE ANGHOR5. 2. CARE SHALL BE TAKEN IN PLAGIN6 POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR. 3. HOLES SHALL BE DRILLED AND GLEANED IN AGGORDANGE HITH THE MANUFACTURER'S PRINTED INSTRUCTIONS (MPII). 4. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW SHALL BE SUBMITTED BY THE GONTRAGTOR TO DE ALONG HITH CALCULATIONS THAT ARE PREPARED $ SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE GALGULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT 15 GAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE 5PEGIFIED PRODUCT USING THE APPROPRIATE DE51ON PROGEDURE AND/OR STANDARD(5) AS REQUIRED BY THE FLORIDA BUILDING GODE. 5. PROVIDE PERIODIC SPECIAL INSPECTION FOR THRESHOLD BUILDIN65 FOR ALL ADHESIVE AND MEGHANIGAL ANGHOR5 PER THE PRODUCT'S FLORIDA PRODUCT APPROVAL. 6. GONTAGT MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND INSTALLATION OF ANCHORS AND FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY. GALL SIMPSON STRONG -TIE AT (800) 9Gc1-50GG. GALL HILT[ AT (86(o) 445-8827. 7. MEGHANIGAL ANGHOR5 SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH AGI 555.2 AND IGG-ES AGIG3 FOR CRACKED AND UNGRAGKED CONCRETE RECOGNITION. PRE -APPROVED MEGHANIGAL ANGHOR5 INCLUDE: A) SGREN: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KHIK HUS-EZ" B) EXPANSION: SIMPSON STRONG -TIE "STRONG -BOLT 2" OR HILTI "KHIK BOLT TZ" 8. ADHESIVE ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH AGI 555.4 AND IGG-ES AG305 FOR GRAGKED AND UNGRACKED CONCRETE RECOGNITION. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS PER AGI 318-14 0.2.2. HOLES SHALL BE DRY AT THE TIME OF INSTALLATION. ADHESIVES SHALL HAVE MAX. IN-SERVIGE SHORT-TERM TEMPERATURE OF 150°F, AND MAX. IN-SERVIGE LONG-TERM TEMPERATURE OF 110°F (AGI 50 DP.2.0. PRE -APPROVED ADHESIVE ANGHOR5 INCLUDE: A) EPDXY: SIMP50N STRONG -TIE "SET-XP" OR HILTI "HIT -RE 500-5D" B) FAST CURE: 51MP50N STRONG -TIE "AT-XP" OR HILTI "HIT-HY 200" 4.5. 10. POST -INSTALLED ANCHORS INTO MASONRY 1. MEGHANIGAL ANGHOR5 INSTALLED IN SOLID -GROUTED CONCRETE MA50NRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AGOI OR AG106. PRE -APPROVED MEGHANIGAL ANCHORS INCLUDE: A) 5GREH: 51MP50N STRONG -TIE "TITEN-HP" OR HILTI "KNIK HU5-EZ" B) EXPANSION: SIMP50N STRONG -TIE "STRONG -BOLT 2" "HEDGE -ALL" OR HILTI "KHIK BOLT 3" 2. ADHESIVE ANGHORS INSTALLED IN SOLID -GROUTED GONGRETE MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-ES A05b. PRE -APPROVED ADHESIVE ANGHORS INCLUDE: A) EPDXY: SIMPSON STRONG -TIE "SET-XP" B) FAST CURE: SIMP50N STRONG -TIE "AT-XP" OR HILTI "HIT-HY 70" 3. ADHESIVE ANGHORS INSTALLED IN HOLLON CONCRETE MASONRY $ UNREINFORGED CLAY BRICK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AG58 OR AG60, RE5PEGTIVELY. PRE -APPROVED ADHESIVE ANGHOR5 INCLUDE: A) SIMP50N STRONG -TIE "SET" OR HILTI "HIT-HY 70" 4. THE APPROPRIATE 5GREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANCHORS INSTALLED IN HOLLON CONCRETE MASONRY OR UNREINFORGED GLAY BRICK MASONRY AS REQUIRED BY THE ADHESIVE MANUFAGTURER. 4. 6. MICRO -LAM LUMBER: 4. 6. I. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLONINO MINIMUM PROPERTIES: E = 2,000,000 P51 Fb = 2,G50 P51 Ft = 1,850 P51 Fr- = 500 P51 (PERPENDICULAR) Fr, = 2300 (PARALLEL) 4. 1. STEEL: Fv = 285 P51 4. 7. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4• -1. 2. FABRICATE AND ERECT ALL STRUGTURAL STEEL IN AGGORDANGE WITH A.I.5.G. "5PEGIFIGATION FOR THE DESIGN, FABRICATION, AND EREGTION OF STRUGTURAL STEEL FOR BUILDINGS". STRUCTURAL STEEL: A5TM A36/36M 08. 4.7. 4. STEEL TUBING: A5TM A500-10, GRADE B. 4. 7. 5. HELPED CONNECTIONS: E70XX ELEGTRODE5, MINIMUM SIZE FILLET HELPS 3/I6", ANS CERTIFIED HELPERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7. 6. HHERE STEEL BEAMS ARE GONTINUOU5 OVER COLUMNS, PROVIDE NEB STIFFENER PLATES ON EAGH SIDE OF THE HEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. T THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE GONTRAGTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4. 8. SOIL: 4. 8. I. THE FOOTING 15 DESIGNED BASE ON 2000 PSF SOIL BEARING PRESSURE. GONTRAGTOR/OHNER SHALL VERIFY 501L BEARING PRESSURE OF THE PROPOSED SITE. 4. b. 2. ALL SOIL 15 TO BE GLEAN 4 POISONED FOR TERMITES PER FBG 6TH EDITION (2017) RESIDENTIAL SECTIONS R318.1, R318.2, R318.3, ff R318.7 TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT a SOIL GHEMIGAL BARRIER METHOD • OTHER TREATMENT - MUST 5PEGIFY PROP05ED METHOD AND SUBMIT DOCUMENTATION, HHI SUBSTANTIATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTECTION SYSTEM OR METHOD. -IF CHEMICAL SOIL TERMITE TREATMENT 15 USED I. FBG 105.11- "A PERMANENT SIGN HHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE 516N SHALL BE POSTED NEAR THE HATER HEATER OR ELECTRIC, PANEL" 2. GONDENSATE AND ROOF DONNSPOUTS SHALL DISCHARGE AT LEAST I'-0" AWAY FROM THE BUILDING 51DE WALLS. 3. IRRIGATION/SPRINKLER SYSTEMS INGLUDIN6 ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING 51DE HALL. 4. FBG R318.7 - IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, GLEARANGE BETWEEN EXTERIOR HALL GOVERIN05 AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING HALL NOT BE LESS THAN 6 INCHES (152 MM) EXCEPTIONS: I. PAINT OR DEGORATIVE GEMENTITIOU5 FINISH LESS THAN g INCH (17.1 MM) THIGK ADHERED DIREGTLY TO THE MASONRY FOUNDATION 51DEHALL. 2. AGGE55 OR VEHICLE RAMPS HHIGH RISE TO THE INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF 5UGH RAMPS ONLY. 3. A 4-INGH (102 MM) IN5PECTION SPACE ABOVE PATIO AND 6ARACE SLABS AND ENTRY AREAS. 4. IF THE PATIO HAS BEEN 501L TREATED FOR TERMITES, THE FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR FINISH FLOOR ELEVATIONS ON MASONRY GONSTRUGTION ONLY. 5. MA50NRY VENEERS CONSTRUCTED IN ACCORDANCE HITH SECTION R30.4. 5. R318.1.1 IF 501L TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL GHEMIGAL SOIL TREATMENT IN51DE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BAGKFILLIN6 AND GOMPAGTION 15 COMPLETE. 6. R318.1.2 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 501L AREA DISTURBED AFTER INITIAL GHEMIGAL SOIL TREATMENT SHALL BE RETREATED HITH A GHEMIGAL SOIL TREATMENT INGLUDIN6 5PAGE5 BOXED OR FORMED. 7. R318.1.3 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5PAGE 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 PLAGED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANCE AFTER INITIAL GHEMIGAL 501L TREATMENT. 8. R318.1.4 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GHEMIGALLY TREATED SOIL SHALL BE PROTECTED HITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTEGT AGAINST RAINFALL DILUTION. IF RAINFALL OGGURS BEFORE VAPOR RETARDER PLAGEMENT, RETREATMENT 15 REQUIRED. ANY WORK, INGLUDIN6 PLAGEMENT OF REINFORCING STEEL, DONE AFTER GHEMIGAL TREATMENT UNTIL THE CONCRETE FLOOR 15 POURED, SHALL BE DONE IN SUGH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED 501L. cf. R318.1.5 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CONCRETE OVERPOUR OR MORTAR AGGUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR GHEMIGAL SOIL TREATMENT, TO ENHANGE VERTICAL PENETRATION OF THE GHEMIGALS. 10. R318.1.6 IF 501L TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, GHEMIGAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OF GRADE HITH I FOOT (505 MM) OF THE PRIMARY STRUCTURE SIDENALL5. ALSO, A VERTICAL GHEMIGAL BARRIER SHALL BE APPLIED PROMPTLY AFTER GON5TRUGTION 15 COMPLETED, INGLUDIN6 INITIAL LANDSGAPING AND IRRIGATION/5PRINKLER INSTALLATION. ANY 501L DISTURBED AFTER THE GHEMIGAL VERTICAL BARRIER 15 APPLIED SHALL BE PROMPTLY RETREATED. 11. R318.17 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTION R318.1.1, THROUGH 5EGT10N R318.1.6 DO NOT APPLY; HOHEVER, A SIGNED GONTRAGT ASSURING THE INSTALLATION, MAINTENANGE AND MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS FROM THE 155UE OF THE GERTIFIGATE OF OGGUPANGY SHALL BE PROVIDED TO THE BUILDING OFFIGIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. IF THE BAITING SYSTEM DIREGTIONS FOR US REQUIRE A MONITORING PHASE PRIOR TO INSTALLATION OF THE PESTIGIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE MONITORING PHASE COMPONENTS SHALL BE DEEMED TO CONSTITUTE INSTALLATION OF THE SYSTEM. 12. R318.10 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A HOOD TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5EGTION5 R318.1.1 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 COMPLETED PRIOR TO FINAL BUILDING APPROVAL. 13. R3I8.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITIGIDES, INGLUDIN6 SOIL APPLIED PE5TIGIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR U5E AS A PREVENTATIVE TREATMENT TO NEN GON5TRUGTION. SEE SECTION 202, REGISTERED TERMITIGIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTEGTIVE TREATMENT, A GERTIFIGATE OF GOMPLIANGE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLONIN6 STATEMENT: "THE BUILDiN6 HAS REGEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN AGGORDANGE WITH RULES AND LAH5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER 5ERVIGES." 14. R318.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E-GONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTEGTION, THE SLEEVE SHALL HAVE A MAXIMUM HALL THICKNESS OF 0.010 INCH (0.25 MM), AND BE SEALED HITHIN THE SLAB USING A NON-GORRO5IVE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR SPACE 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 BETHEEN BRIGK, STONE OR MASONRY VENEERS AND THE STRUCTURE SHALL BE GLEANED OF ALL NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE HOOD, OR OTHER GELLUL05E-GONTAININ6 MATERIAL PRIOR TO GONGRETE PLAGEMENT. EXCEPTION: INORGANIG MATERIAL MANUFAGTURED FOR GLOSIN6 GELL5 IN FOUNDATION GONGRETE MASONRY UNIT GON5TRUGTION OR GLEAN EARTH FILL PLACED IN GONGRETE MASONRY UNIT VOIDS BELON SLAB LEVEL BEFORE TERMITE TREATMENT 15 PERFORMED. 4. 8 .5. SOIL IS TO BE GOMPAGTED TO G5% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-12el NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. OR SENTRICON SYSTEM TO BE USED 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-GOR" PRODUCT OR SYSTEM, 5ENTR GONMETHODS MUST BE DETERMINED AT PERMIT STAGE . I 2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF HOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. REG2U I RED SAFETY GLAZ I NO IN HAZARDOUS LOCATIONS 56FETY GLAZING (RE: FRG R30&.4) R308.4 HAZARDOUS LOCATIONS. THE FOLLOHIN6 SHALL BE GON5IDERED 5PEGIFIG HAZARDOUS LOCATIONS FOR THE PURPOSES OF 6LAZIN6: I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF 5NINGING, SLIDING AND BIFOLD DOORS. EXCEPTIONS: I. GLAZED OPENINGS OF A SIZE THROUGH HHIGH A 3-INGH DIAMETER (76 mm) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLAZING. 2. 6LAZIN6 IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR HALKING 5URFAGE AND IT MEETS EITHER OF THE FOLLONIN6 GONDITION5: I. WHERE THE GLAZING 15 HITHIN 24 INGHES (610 MM) OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A GL05ED POSITION. 2. WHERE THE GLAZING 15 ON A HALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND HITHIN 24 INGHE5 (610 MM) OF THE HINGE SIDE OF AN IN-5HIN61NG DOOR. EXGEPTI ONS: I. DECORATIVE GLAZING. 2. WHERE THERE IS AN INTERVENING HALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. HHERE AGGE55 THROUGH THE DOOR IS TO A GL05ET OR 5TORA6E AREA 3 FEET (914 MM) OR LE55 IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY HITH SECTION R308.4.3. 4. GLAZING THAT 15 ADJAGENT TO THE FIXED PANEL OF PATIO DOORS 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE HINDOH THAT MEETS ALL OF THE FOLLOHIN6 CONDITIONS: I. THE EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN 9 SQUARE FEET (0.836mz); AND 2. THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN 18 INCHES (457 mm) ABOVE THE FLOOR; AND 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (c114 mm) ABOVE THE FLOOR; AND 4. ONE OR MORE HALKING SURFACE ARE WITHIN 36 INCHES (c114 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: I. DECORATIVE GLAZING. 2. WHEN A HORIZONTAL RAIL 15 INSTALLED ON THE AGGE551BLE 51DE(5) OF THE GLAZING 34 TO 38 INCHES (546 TO cib5) ABOVE THE WALKING 5URFAGE. THE RAIL SHALL BE CAPABLE OF HIT145TANDIN6 A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 Wm) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 1/2" INCHES (38 mm) IN GROSS SECTIONAL HEIGHT. 3. OUTBOARD PANES IN INSULATING 6LA55 UNITS AND OTHER MULTIPLE GLAZED PANELS WHEN THE BOTTOM EDGE OF THE GLASS 15 25 FEET (7620 mm) OR MORE ABOVE 64?ADE, A ROOF, NALKIN6 5URFAGES OR OTHER HORIZONTAL (HITHIN 45 DEGREES (O.G7 RAD) OR HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING 5URFAGE. INGLUDED ARE STRUGTURAL BALUSTER PANELS AND NONSTRUCTURAL INFILL PANELS. 5. GLAZING IN NALL5, ENGLO5URE5 OR FENGES GONTAININ6 OR FAGIN6 HOT TUBS, SPAS, HHIRLPOOL5, SAUNAS, STEAM ROOMS, BATHTUBS, SHOHERS AND INDOOR OR OUTDOOR SWIMMING POOLS HHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) MEASURED VERTICALLY ABOVE ANY STANDING OR HALKIN6 SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. TH15 SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT 15 MORE THAN 60 INGHE5 (1524 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE HATER'S EDGE OF A BATHTUB, HOT TUB, 5PA, WHIRLPOOL OR SHIMMING POOL OR FROM THE EDGE OF A 5HOHER, SAUNA OR STEAM ROOM. (q. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 36 INCHES M14 MM) ABOVE THE PLANE OF THE ADJACENT HALKING SURFACE OF STAIRWAYS, LANDINGS BETHEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXGEPTI ON5: I. HHERE A RAIL 15 INSTALLED ON THE ACCESSIBLE SIDE(5) OF THE GLAZING 34 TO 38 INCHES (864 TO G(55 MM) ABOVE THE HALKING 5URFAGE. THE RAIL SHALL BE GAPABLE OF HITH5TANDIN6 A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) HITHOUT CONTACTING THE 6LA55 AND HAVE A GROSS -SECTIONAL HEIGHT OF NOT LESS THAN 1 1/2 INGHE5 (38 MM). 2. GLAZING 36 INGHE5 (c114 MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING 5URFAGE. 7. GLAZING ADJAGENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY HHERE THE GLAZING 15 LESS THAN 36 INCHES (c114 MM) ABOVE THE LANDING AND WITHIN A 60-INGH (1524 MM) HORIZONTAL ARG LESS THAN 00 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXGEPTION: THE GLAZING 15 PROTECTED BY A GUARD COMPLYING WITH SECTION R312 AND THE PLANE OF THE 6LA55 15 MORE THAN 18 INGHE5 (457 MM) FROM THE GUARD. NOTE: IT 15 THE GONTRAGTOR5 RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE GON5TRUGTION BEGINS. DAN5GO ENGINEERING, LLG IS RESPONSIBLE FOR THE STRUGTURAL INTEGRITY OF THIS PROJEGT ONLY. ANY DISGREPANGY BETWEEN FIELD CONDITIONS, OTHER DE5IGN PROFESSIONALS' SHOP DRAWINGS, GONTRAGTORS' BUILDING METHODS, AND THESE 516NED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DE51ON SOLUTIONS, ING. PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION. ATTENTION: GHEMIGAL GHANOE5 IN PRESSURE TREATED WOODS AS OF DECEMBER 315T, 2005, GHROMATED COPPER ARSENATE (GGA-G) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL GON5UMER USE. SEVERAL NEW PRESSURE TREATED HOOD ALTERNATIVES HAVE BEEN CREATED TO REPLAGE GGA-G. MANY OF THE NEW PRESSURE TREATED HOODS USE GHEMIGALS THAT ARE GORROSIVE TO STEEL. IT 15 THE GONTRAGTOR5 RESPONSIBILITY TO VERIFY THE TYPE OF HOOD TREATMENT AND TO SELECT APPROPRIATE GONNEGTORS THAT RES15T CORROSION. FOR EXAMPLE, AGQ-G, AGO-D, GBA-A, OR GA-B, REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (55X) DOES NOT. HORST GASE DES I CcN PRESSURE TABLE BUILDING DATA WIND SPEED 140 MPH (Vasd 108 MPH) WIND EXPOSURE -- 'C' (FRG R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.10 ENCLOSED BLDG) DESIGN WINID 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 / - 343 PSF (END) UNLESS NOTED ON FLOOR PLANS + 25.6 PSF / - 21.1 PSF ( INTERIOR) UNLESS NOTED ON FLOOR PLANS GARAGE DOORS (ASD PRESSURES) SINGLE 130 + 223 PSF / - 25.3 PSF DOUBLE 16x7 + 21.4 PSF / - 23.8 PSF DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 wvvw.danscoengineering.com CA 25948 O O N Lu Ln D CD � M z coQ Ln J aWL^ z 00 Z t W WQ J O O �o d- U V W W F W LU = ui CL (/1 = O V) _l Q 1 m W Q O C0 M IW wO U `O Q z O 1q_ t) U CL TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION 12017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION 40 1�03. j 02.1 1.19 j Cw 6S'J w O m J z 0 LLJ Q UJI = U W 0 > � N 3 Q N = N N W w� _10 }0D pU W �* }* w Z QLL =Uj �Uj 3 �� W ❑ ❑ SH\\EET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH SN O 00 O 1 04 00 N LO r- RAFTER SPAN TT45LE MEMBER SIZE AND SPACING` MAXIMUM LENGTH MEMBER CONNECTIONS• 2' X 4' G 16' O.C. 1'-5' (2) I6d TOENAILS 2' X 6' 0 16' O.G. 10'-8' (2) I6d TOENAILS 2' X S' 6 16' O.G. 13'-9' (3) 16d TOENAILS 2' X 10' 6 16' O.G. 16'-5' (U USP HTW20 OR (3)16d TOENAILS 2' X 12' 0 16' O.C. 19'-3' (1) USP HTW20 OR (4)16d TOENAILS 2' X 4' e 24' O.C. 6'-1' (2) 16d TOENAILS 2' X 6' m 24' O.C. S'-6' (2) 16d TOENAILS 2' X 5' a 24' O.C. 11'-0' (2) I6d TOENAILS 2' X 10' 49 24' O.G. 13'-0' (3) I6d TOENAILS 2' X 12' e 24' O.C. 15'-4' (1) USP HTW20 OR (3) I6d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ss SOUTHERN YELLOW PINE, 55 PSF LOADING rD2 x 4 MEMBER TO BE SYFM NON -DENSE OR BETTER COMPONENT & CLADDING DESIGN PRESSURE (140mph (Vasd = 108mph), enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = Up to 30 feet, Occupancy Cat. II) TRIBUTARY AREA (ft2) ROOF WALL ZONE1 ZONE2 ZONE3 ZONE4 ZONE5 10 17.1 -26.6 17.1 -46.2 17.1 -68.6 29.7 -3p.8 29.7 -39.2 20 15.5 -25.2 15.5 -43.4 15.5 -64.4 28.3 -30.8 28.3 -36.4 50 14.0 -25.2 14.0 -37.8 14.0 -58.8 26.6 -28.0 26.6 -32.2 100 14.0 -23.8 14.0 -33.6 14.0 -54.6 25.2 -26.6 25.2 -30.8 125 14.0 -23.8 14.0 -33.6 14.0 -54.6 25.2 -26.6 25.2 -30.8 Notes: 1. For effective areas or wind speeds between those given above the load may be interpolated, otherwise use the load associated w ith the low er 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. FILL CELL STD. 90° HOOK BOND BEAM 1 ROOF DIAPHRAGM NAILING 5GHEDULE .. ...... USP + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +.. + + + + + + + + + + + + + + + + + + + + + + + + T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + W MUGT15 TYP. GIRDER TRUSS Fr :9 STD. 90° CONT. #5 (,UN 1. 375 HOOK bAK ZA I Ur rl It BAR 5/8"H #5 CONT. THRU FROM BOLT I5/32" GDX PLYWOOD FOUNDATION OR l05B (FOR TO HIGHEST SHINGLE) LE) 19/32" GDX L PLYWOOD OR OSB BOND BEAM (FOR TILE) BOND BEAM STEP 2 X 6 (MIN) B.U.0 IDLE LINE 140 MPH 3 SEGOND GUST EXPOSURE NCO WIND ZONE 140 MPH 3 5EGOND GUST EX3205LRE 'G' HIND ZONE SCALE: N.T.S. USP (FOR SHINGLE) (FOR SHINGLE) MUGT15 TYP. R5RS-OI NAILS ® 6" O.G. ff R5R5-OI NAILS @ 6" O.G. EDOE5 B +++ + +4" O.G. @ GABLE END HALL OR GABLE TRUSS R5R5-0I NAILS o 6" O.G. INTERMEDIATE 2nd FLOOR 0.113 INGH NOMINAL SHANK DIAMETER 0.113 INGH NOMINAL SHANK DIAMETER INTERIOR/EXT WALL SEE 2 3/8" INGH NAIL LENGTH 2 3/8" INCH NAIL LENGTH PLAN FOR MORE INFO (FOR TILE) (FOR TILE) CONT. BASE PLATE R5R5-01 NAILS @ 6" OG 8 4" OG ® GABLE END R5R5-0I NAILS @ 6" OG EDGES 8 BEARING COLUMN TYPICAL USP MUGT15 TO HTA 20-18 / HTA 20 WALL OR SABLE TRU55 RSRS-ol NAILS @ 6" or, INTERMEDIATE INGH NOMINAL (MIN.) INGH NOMINAL SHANK DIAMETER (MIN.) SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN BUILT-UP COLUMN DETAIL 0.120 SHANK DIAMETER 0.120 COLUMN AND INSTALLATION @ MID SPAN 3 INGH NAIL LENGTH 3 INGH NAIL LENGTH CONNECTION TJI TO BE CUT TO ALLOW NOTE` FOR BLOCKING/TJI tpostsfrom 1) RSRS-01 15 A RING SHANK ROOF SHEATHING NAIL MEETING THE 5PEGIFIGATIONS IN A5TM F1667 @Solid# 2) SEE 5TRUGTURAL NOTES FOR SHEATHING 5PEGIFIGATIONS AND HIND SPEED. NOTE: 3) END -JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER. MASONRY WALL OR „ UPLIFT VALUE LO;i2l! 4) SCHEDULE ASSUMES SHEATHING 15 FASTENED DIRECTLY TO SOUTHERN YELLOH PINE OR DOUGLAS FIR OR BETTER. INTERIOR BRG. WALL SEIS BASED ON IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, GONTRAGTOR MUST GONTAGT DANSGO ENGINEERING,TJI PER PLAN""'� LLG FOR ALTERNATE FOR NAILING PATTERN. OTHERWISE SOLID '�� S.P.F. BLOCKING TO MATCH OF 2nd FLOOR STUDS above to bearing below. USP RT16A USING SECTION @ INT. BRG. WALL 17-8dx11/2"NAILS DOUBLE JOIST CONSTRUCTION , PLIFT = 11601t CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE GRAVITY(100%) UPLIFT(LBS) LATERAL, GRAVITY(100%) UPUFT(LBS) LATERAL, CONNECTOR FASTENERS CONNECTOR FASTENERS SYP SPF SYP SPF SYP SPF SYP SPF F2(LBS) F2(LBS) MASONRY/CONCRETE APPLICATIONS MASONRY/CONCRETE APPLICATIONS HTA16 - - 1870 1608 710(611) 9-10d x 11/2" HHETA16 - - 2120 1781 770 10-10d x 11/2" HTA20 - - 1870 1608 710(611) 9-10d x 11/2" HHETA20 - - 2120 1781 770 10-10d x 11/2" 9-10d x 11/2" & (4) 1/4" x 13/4" RT16M 1395 1395 115 NONE TAPCON 18-10d & (1) 5/8" 0 A.B. W/ 18-10d x 11/2" & (1) 5/8" 0 A.B. HTT16 - - 3610* 3105* - HTT4 - - 3610* 3105* - 8" EMBED. W/ 8" EMBED. 18-10d & (1) 5/8" 0 A.B. W/ 26-10d & (1) 5/8" 0 A.B. W/ 8" HTi45 - - 3812* 3625* - HTTS - - 3812* 3812* - 8" EMBED. EMBED. 16-10d & (5) 1/4" x 3" DeWalt 16-16d SINKERS & (7) 1/4x 21/4" LUGT2 - - 1550 1550 475 (400) LGT2 - - 2030 1750 170 SCREW -BOLTS TITEN 2 (12) 1/4" x 21/2" WOOD SCREWS (12) SDS 1/4" x 21/2" & (4) 3/8" x LUGT3 - - 3525 3240 - & (4) 3/8" x 5" DeWalt SCREW- LGT3-SDS2.5 - - 3285 2365 385 S" TITEN HD BOLTS 8-10d & (1) 3/4" 0 A.B. W/ 6" &10d x 11/2" & (1) 3/4" 0 A.B. W/ LTS19-TZ - - 1205* 1036* _ LTF19 - - 1310* 1125* _ EMBED. 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 RT7 - - 560 495 120 (120) 5-8d x 11/2" & 5-8d H2.5A - - 565 535 110 10-8d x 11/2" RT16A - - 1020 89S 490 (345) 9-10d x 11/2" & 8-10d H10A - - 1340 1015 285 18-10d x 11/2" RT16-2 - - 1060 935 410(330) 16-8d H10A-2 - - 1080 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 - 6-10d x 11/2" SPTH4 - - 2195 1898 - 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) SDS 1/4" x 21/2" LUGT2 - - 2260 1900 505(425) 32-10d NONE HTW20 - - 1530 1285 - 20-10d LSTA18 - - 1235 1110 14-10d LSTA18 - - 1235 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 MSH24 2865 2200 715 570 - 10-10d & 4-10d NONE HUS26 2760 2430 2035 1630 - 20-16d THD26-2 2770 2382 2340 2012 - 18-16d & 12-10d THDH26-2 4375 3850 2865 2280 28-16d HD28 1230 1057 760 653 - 8-16d & 4-10d x 11/2" HUS26 1562 1342 880 756 - 8-16d & 4-16d HUS29 4170 3670 2950 2380 - 30-16d NONE THD28-2 4310 3706 2595 2231 - 28-16d & 16-10d HGUS28-2 4973 4276 2695 2316 - 24-16d & 10-16d HD210-2 2155 1895 1170 1030 - 14-16d & 6-10d HU210-2 2382 2048 1516 1308 - 16-16d & 8-10d THDH210-2 9020 7965 4445 3555 - 58-16d NONE KLEG3 (2) 3/4" 0 A307THRU BOLTS INTO (2) 3/4" 0 A307THRU BOLTS INTO W/TOP 11980 - 3845 - - GIRDER & (4) 3/4" 0 A307THRU LEGS W/ TOP 13045 - 3845 - - GIRDER & (4) 3/4' 0 A307THRU FLANGE BOLTS INTO MASONRY FLANGE BOLTS INTO MASONRY 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 2 3/4" EDGE AND 20" END DISTANCE INTO TOP OF FULLY GROUTED CMU WALL & SET IN SIMPSON SET-XP EPDXY *** CONNECTION MOUNTED VERTICALLY () INDICATES VALUES FOR SPRUCE PINE FIR (SPF) , NOTE: DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. Backer and Filler Block Dimensions BCI�Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7!l 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2 x - + 5/8" or 3/4" wood panel 902.0 2 x - lumber Double 2 x - lumber N.T.S. ` (Not required if both loaded equally from above) ° Filler blocking 1/8" min. + 2" Small x }Small gap 2"min. 1. 1/8"gap x a 4 max. ,z 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 41 2) Block solid between joists for full length of span. Tight fit 3) Leave 1 /8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 4" max 2x • CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when possible Stagger rows from opposite required when Indicated or Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s� BCI6500A 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 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 O 6 OF FASTENERS p_ O 6 6 6 6 O 6 O 6 6 6 6 O 6 6 6 i® - Hangers with side nailing. 6 6 6 6 OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER d 6 top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. a - Under 2nd floor column w/ loads N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR TYPICAL HTA 20-18 / HTA 20 SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =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 Load bearing walls when load bearing - for lateral support when joists Vertical load transfer =1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wall or TABLE R905.4.1 Load bearing wall must stack over squash=20 blocks and beam below Load bearing wall must stack over FTIOERAYMEtT AfSLE Non stacking walls wall or beam below.* blocking and wall or beam below.* require additional € Joist 1 Roof Slope- 4:72 and consideration. Check f Roof Slope 2::12 and � Otdellay ertt [ i nsferlayme When joists meet over wall, provide 1 Roof Covering Section € Greater local building I -Joist can be offset Less Than 4 `12 Under( ymentI A't ol°finen ; € Ax olmer'fts code for appropriate 1/16" 1 3/4" minimum bearing for each. Ur14er1ey�+stxt up to 3" to avoid _.__,_,_._.,_ details in One 10d box vertical plumbing _ ASTM D226 Type I of It � ASTASTINI D22e, Type t1' I areas=20 of high or-20 sinker € ASTM D4869 TYPe )l III orIV 1 i ASTM 04869 Tyler t j w lateral load. nail each side 3" max As hak shingles R906 2 ASTKil D6757 A T11 7 at bearing. JOISTS OFFSET , _�w ...w..... _ ,.T €..,..,. ASTI 970 I € A13TNI0197.0 N.T.S. ' Concrete and Clay Tile Provide adequate bearing R00S.3 See Sec fion R` 05 3,3 for each lapped joist. Use 10dx3 nails at 6 o.c. for all Joist 2 1 blocking panel Non -stacking walls [ ASTM 1 a Type € c it € AST D1 6 y� ti Squash block 10d nails require additional consideration. Met J f efalr l$s ASTN4 D06a Type 11, 111 nr IV 1 I 2 (2x4 minimum) SECTION @ INT. BRG. WALL 1 AST, 4 9 Type: IV � ; N.T.S. Bearing wall, Versa -Lam LVL or ASTVAI D 1970 ( 3 AST M D1970 3 Glulam Beam AST 1102 '' Type I or It �lnernt-n oe r 11 ASTfs1134,069 Tye 11; €11 Sri / 1 ASTM D2 6 Type il' L, NO HOLES (EXCEPT E433if i lr7 AST1a ��3�t Tyler i3 MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) 1190.6 KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE Nail with 10-10d nails. ASTM a D1970 3 ASTM D19 0 I 3 IN BEARING ZONES (KNOCKOUT EXEMPTS) Install tight to top flange. I F .... --- -- - - ••. f }.._ __....m. (see table below) D ASTM �I Tso I __- (s e e table below) Slate and S-1 to-ty r T ASTI`;=1 0226 Type 11 I AST y 1, III or € 1 € 2 € shingles � ; ; � I ASTM DXP69 Type, IV DO NOT cut, notch Joist hanger A ,faf 01 >7 € or drill flanges ASTM 01970 j 3��- ATM D1, n"70 `3 co Co i Wood shingles AS1IA D226 6 Type € o,,t it 1 ASf&'4f? dj12.6 T, pe 0 2 i R90,7 i 1 D 9 Tapes €� €11 of IVI 1 ASTf£104rY17 Tyler IV .................................. ,......,, ,.. .. ......... .....,... € .....� 6„ A 1Y" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES Filler block. L€* t� to roofWood i BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1y" Nail with j shakesIsi�t 4 12 a�� ASTNI D226 Type it 2 THE WEB. PROVIDE AT ROUND IN 10-10d nails. R,S ASTM 14819 Tyler IV LEAST 3" OF CLEARANCE CANTILEVERS. i € irtTa I Backer block required where top__........._..............._............,.......................... _--_._ _ . FROM OTHER HOLES mount hanger load exceeds 250 lbs. ASTi,1 D Type I a, Il I ASTM D 7Y }I ` MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW IS REQUIRED FOR ALL HOLED GREATER THAN 1%" Install tight to top flange. € Metal ref Feasts AST M D411% Tye Ii III r 1L/ '1 f AST1A 04e 9 Tye l�r � 2 gi ? ASTi 67 I ASr-�f� TM 7�W �;.t90 .. ` ..::. ,,, w. .Fs..<i � � .. _ ................_........... I, _..........._......__..._._._..._. ._.. _ __..__....._._.._..-_� ���� l�7l � AwTY._._. ,......3 .._.. _1'-I,°` '1-2" '1'-Z `i°-S. 1' 3` 7' 1,1 " .2'-4" 2'-9' 3- ` 3-7' 1/4"-2" gap- ............ Anyr TC jialsl 1 1" { .. 1. 1E` 1'- 1' 2" l'-3 1' 9" 2-4'" _i 1'° S`-T" '-�` 5 4 r I AS N1 D226 Type I of t ASTM, D226 `Type 11 ..... r ea " I S an } ... _ . "1 i 1'," 1 1„ 2 °' 2'° 1'-7'-'* 3'- `' 6-'10" 4'-g' �-T. '-;4" 7-2' . Photovoltaic Sf€1 t 1es ASTM ° I i ! 3t 9 Ty 11; 1II or IV ( 1 A,15 04869 Type I'V 2 1 sT 1 D675it' ASTNI D67`57 20 1,,° 1, i," I,-z*. I.2., {YR 4'-. 1LI'°=T t3--1,e 11," 8'-J 1"° I R.�7 1,,° 1, .1," 2 1" 3.° 2'-'-?°'- f,'-1f3," 7A,. Rom" 10,Y° Backer Block I.............. .._.. _ w _ _....__. _.... ASTM D19 0 I 3 ASTM 0,1970 3 "Top Mount" "Face Mount" L...._...._..........w........ ........... _._.._.._._.._._.. NOTES: Backer block shall be tight Backer block shall be tightrf"' t£rn:t 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with 1. R s=ores t.:s I2.£r £<s fw nzantw� (rtf �e£c�rte �sf, 611 d Wes Wan fps• e..a:n, vet W I� 12 tcAift, „ rtl 483 mm,*,, iwl , to trt3tfe..a m ,1 Wf1 saref t ;. XW .• :..ve f t : ,.,,•, t " s p . ,3 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 € �. � � v �� �r. _L�t€r� �, � �ss�s ae.e£r.,.. s.�.,Iv�t,flr t>, r°£.,. �? �.��a..�1art.r �, .r£a aes>c�, ��,�€� ..6- 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. s, d (,!4 my,_ s eet.°<ri: et �; k� w, (483 mm) end nay IMObe 6 *£ ,es eno %%wl otfsea Ire r wa, The iffn r ugsaal%s cP a3 bve e mh€T , a math,_- deck w , err; r � £vs<���€ fa53pren sift t"ne rvw c't tuze In fY:a f� pf e of ej th e nsa r Tu£n f�xktanar Web s 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS t e as uFx.#1.J1:T� 1 .r:« 2ffS -".NS tTitg r.-. 8rr, one ztnw ra, the 'wE,Y3` BflSM LVS $&eten¢'I£1.u"?e1..- Cey?".;? 3 t. Mrr-dI?t?Lni: aiazlfl be a3EL't?-3'.C't` fISU"•€T £ia€ ii:' THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger a� t;, ,,,,� „a,f� . ,, � � ,: , � , <;�� ��. �, .. �, ,. , „ M< A x than �., HE CEN ERLINE O T > As o.^n a ,.,.i' VI:V, , eSa t .ets , t, . W a, e .:> :aa have a OWe k s o pot Iev, ha � �� vme metat power l ivrf9 A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT T T F HE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet r3e of �4," at", nnwe s ;,,,,f-�z0.0110f,b of+,e t e e, _ kk b;, � 4� be ooxl< ,h The i. ?,-A hers" 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height wa ,.:,,.t €Iw t�n, n _ _ >.. r:: d , anank t kap TmAs wW 0."'0, ary f t � ahmm' :ap e�€e Cap na€t sfha rk xba€i tzaF"k ,x':angtb suftwn t t pentuate MEMBER CONDITIONS. requirements ,be;v2I, fr`afuo$� Y kgbmq I- rrna�W_ks fts = "r mpk €rt€a ft £oo"%bO&ttr 1. & FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF z R, f ft o tw W',ft verwa� :n sa MSS 4=mt(33-pmem swe) or 9Ma r U0 nalf-z o Sba W ex4eo st f _'-eta§ to THE LARGEST HOLE. 6 X Joist bmx; the eevo WO kmnnvlI 4 Ersr a € <€ MM4. en�l kvs SK&A tm 6 �m "As ofto, by 6 fW. The a,,Mjo aym t"to attsv:°Isad sa # sW 4: 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. o depth aMm " o e &ggema rook in € e sj W ft A -he t set a I�Ammm,;a f"tense Ing e ,Z In?r *e t10 e,, end One mw at UTo eml mat ;4 r'l£teIod Ui3d�apace ern MOB a t2?: he, VMi,9 ` elftl. Or P3aeft cap w.ft w tt, a MmMM cap ftnww 4$ iYo w-ka ftl n -' l&T b. �emaiaf, .:aps $hid€i 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAYBE SET WITH THE 1j12" KNOCKOUT HOLES TURNED WITHER rtt ve, a 0lekr*ea of rot f.1eS fzhar 32-gage shpet metro. poo";,•.zti eo metal raps sh" have g sru€r,u �s�:krfaae Od,O?Ia n t, f�i�� �� �� e� UP OR DOWN. "'Wale ect e * oiestiz, cars ehO be Inch, The car£ re€t shanik s;Islt W my Ie$s than ,033 fret: for nry eflanl c twin 3, 91€� 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS e,Frw&l.,> r�1104 Cap n10 Shank ":.tl Imve e fCnq% svAm,".. c;. penef."t th` m£ , t3.t c£Tr*f shoe r� ar x�; Ibset�a s =r'.s �e� trs€, Q r t�f eafft PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE ' gait ,Opee `x,� N,,o (1T•PSe£reM viOpe; a0 jmatet. TRW tnat sMd," mth ea • 0V 3; of POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. I-J OI STS BUCKETS n tt, •x lrr. r F>N tr�e biwmex' vmfarms mem r�'s Va I,m �3tl Asr D1970. Y £ its E ,s er. s$; 3rtc1€h a txiis tt a 3 rataT4 r3 at?t feCf It e i3a resat ,, a.rrk, srlgts;lfarkr �r>� IT��tar7� sort 5?st:�tlar� fra `�`� �e�g: asrmtel 3 rao` ��r`kar >��r��rFpatla. r c�:1�t� �v�tT� fir t1?e :f f�ss�rs Y� t� ese;a:rf. HOLECUTTING CHART N.T.S. xr ar Tna 4 r , r stto of mat-auff=> nrq 1 qyr wrr10,J er, soteren rnemb na tJ�r���� ��� � Tm ,1xr� Immaa a x", vs is e ss w la�s� 'neww�# x ter rt� 4.WM hart be w VIwd :>v ei` v rte Ir Y.fm r t e An a,4s N.T.S. ni s£, n e a .tt Ta6_- fT. „H 1 . In e e>ppk?s M £mot= wear ,sus ahaa,I €m aprJ6,4.1, ww the er°tke , r f mm; [I e 44,oax (3u< ftr; rne::m.brepe sanpT� . DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenginee6ng.com CA 25948 O 0 N Z Lu O O Z< Lr) Ln aujLL LP z Ia- }}aanP < U CIO z t; W z� J O `.J IZ W CL O 0 LU Z 0 CL V) v I- UJ LLJ Cal LU J C0 m 0 `U^ O �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 = IOBMPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. Qc MI9 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©M I9 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH SNI t0 M\ 00 0 Cq 00 CN - INSULATION REQUIREMENTS LOCATION R-VALUE / TYPE EXT GONG WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED R-30 BLOWN- IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING CONDITIONED CEILING 5/8'OR 1/2' HIGH STRENGTH (UND.) W/ 2-16d TOE NAILS w EACH END (INSTALL BAFFELS AT EAVE) (OR %' GYP. TYPE 'X' a GARAGE W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT REFER TO UNDERLAYMENT TABLE ON SHEET SNl C�ARACxE SEPARATION R-11/R-13 KRAFT FACED CONNECTIONS. PROVIDE (1) USP WTW20 WHEN UND.) (OO FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: (GARAGE S.P.F. DOUBLE UN.O./ LIVING) TRUSS ALIGNED WITH STUD BELOW (5HIGH STRENGTH BOARD l2) LAYERS FOR 2:12 < SLOPE < 4:12 R 5/8' GYP. TYPE 'X' 0 TRUSS BOTTOM CHORD OR 2x4 (1) LAYER FOR SLOPE >_ 4:12 8'xVxi6' NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-16d TOE NAILS 3/8' MORTAR BETWEEN COURSES USP 5PT24 2'x S.P.F. (OR EQUAL) STUDS 6 IV O.G. UND. ABOVE) • EACH END 12 PRE ENGINEERED WOOD TRUSS m 24' O.G. U.N.O. CONNECTOR S.PF, DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT HURRICANE ANCHOR •EACH TRUSS �� �i it II USP SPT24 CONNECTOR CONNECTIONS. PROVIDE (1) USP HTW20 WHEN CTYP.) VARIES i ii ii ii II 1 1 (SEE UPLIFT SCHED.) W/ METAL PL. _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1/2 CDX PLYWOOD OR 1/16 o.S.B. (1) ROW 2x BLOCKING s MID HGT. FOR WALL UNDER EA. TRUSS L--------_�i __JL---- __— JL---_-----��--------- TR,ISS ALIGNED WITH STUD BELOW SHEATHING REQ'D. FOR ALL HGT. < 8'-6'. (2) ROWS 2x BLOCKING 9 3rd 1/2' GYP. W.B. MIN. 9 GARAGE SIDE ii II ii EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT. > 8'-6'. IF APPLICABLE , OISTURE BARRIER ii II ii 2 x S.PF. (OR EQUAL) STUDS g 16 O.C. U.N.O. INSULATI B ii a l INDICATED ON THE PLAN. ATTACH SEE THIS SHT FOR INSULATION CHART (1) ROW 2x BLOCKING 6 MID HGT. FOR ROOF COVERINCa L JL_-__-- L_________JL_________JL_________JL____ SHEATHING W/ Sd COMMON NAILS 6 I 1 1/16' O.S$. MIN. (FOR SHINGLE) OR 19/32' 05B r---------71r—-----,r---------�r---------71r--------- I �� �� �i ii WALL HGT. < 8 -6 . (2) ROWS 2x BLOCKING SEE THIS SHT FOR INSULATION CHART (FOR TILE) SEE ROOF NAILING SCHEDULE ON ii ii 3/5' MORTAR BETWEEN 41 O.C. 6 BOUNDARIES, V O.C. g • 3rd PTS FOR WALL HGT.) S'-6'. SHT SNl 8 x4 xl6 NOMINAL I ii ii ii i� EDGES, AND �' 12' O.G. •FIELD USP SPT22 CONNECTOR BLOCK WITH 3/8' ° �� ll SLAB 4 BLOCK 5/8'� x 10' V BOLT Q 24' O.C. W/ ELEV. VARIES L --- ---JL--_JL_________JL____-----JL-- — VIP x 3/16' PLATE WASHER (TYP-) - MORTAR BETWEEN I n = ii USP SPT22 CONNECTOR 5/V0 x 10' 'J' BOLT • 1 1 - COURSES CUT TO I II li ii �� - ii , , , 2x P.T. BOTTOM PLATE w 6 x 6 WIA x WIA WIUF OR. F15EWESH 5/8 OR 1/2 HIGH i u u ii a ii 24 O.G. W/ 2 �x3/16 2x P.T. BOTTOM PLATE 2 ZZ7 ALUMINUM SLOPE. u u m II ELEV. 0'-0' 3 1/2' MIN. STRENGTH CEILING DRIP EDGE L-___ L-----_ L ___ __---JL- -- _--JL__-- PLATE WASHER (TYP.) 6 x 6 W1.4 x W1.4 BOARD PER CODE (OR u u n I ° a A.F.F.11 2 WWF OR FIBER'�ESH 5/8' GYP. TYPE 'X' B ALUMINUM FASCIA OILELEV. -0 -4 1/2 L---------- jL _---JL----- __JL-- 4 z �3 1/2" MIN. �D - - °�7_ GARAGEW/A HABITABLE 12 O, 2x SUB FASCIA AFF. . ° ' ; ° °. 4 ELEV. -0 -3 1/2 p - - -D- - �D- _ _ ° 2 (min) TOROOM ABOVE) • 2' VENTILATED °a°a. a ° ° ° `. d ° AFF. O - - ^ - - D ° "° n D W/DRYWALL SCREWS 1 SOFFIT ° ° . ° da 2x4 CONY. ° ° u - - D °D.: �\ 3 1/2 (min.)- 4 3 1/2 (mirl!}j\T0 O.C. CEILING 4 V O.C. S'x8'XI6' KNOCK -OUT I a' `° ° a B ° •'. \ \ \ \�\// 6 MIL VAPOR WALLS I d' 4 d ° N 3 I/2"lmin.) - 4" \ \ ��/ �/� BARRIER SEE THIS SHT FO BLOCK W1 SOLID CONT. ° a C3ARACxE DEPTH VARIES \ / \ \ \ \�\ �\ 6 MIL VAPOR (2) S CONT. 41 /\ I/ I SI (2) *S CONT. / / / U.N.O. �{ MIN. BARRIER INSULATION CHART W/GROUT o- ° a �� /� /\ lx2 P.T. HORIZONTA S' G.M.U. TYPICAL 4" 1'-48"N. �-�T TY-�ICL 5IN STD. 90ROOK (SEE DETAIL) TYPE EC MORTART T f=IC,4L 5E,41RINC; W,4LL I f STEP (",G� W,4LL of CJ' TEP W10 5HE:AR W,4LL CC ARCHITECTURAL C�,4R,4C�E SLAB ,4T STEPr5,� SCALE: 3/4°=1'-O' 1_ I 1 SEE THIS SHT FORFINISH SCALE: 3/4'=1'-0' S3 SCALE: 3/4 -1 -Ojj INSULATION CHART 53 lx2 PT WD FURRING tv 24' O.G. 1/2' GYPSUM WALLBOARD UND. � �-��l�� -� (1) 05 VERT. IN FILL 2x S.PF. STUDS a 16 O.G- CELLS (SEE LOAD BEARING O 2x STUD 1/2' OR 1/1V OSB MIN. PLYWOOD SHEATHING Ix4 P.T. BASE NAILER FOUNDATION PLAN I I NAILED W/ 8d COMMON NAILS 6 4' O/C FOR LOCATIONS) EXTERIOR WALL 8' G.M.U. BOUNDARIES, V O/C EDGES, AND 12' O/C FIELD. 3 1. BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING • SEAMS. (1) ROW 2x BLOCKING 0 MID MIN. 2500 PSI LONG. SLAB 4'x4' INSPECTION I I 1'x P.T. STUD \ ✓'�� � "' PORT At EACH (2) ROWS OF 2x BLOCKING m 2x STUDS 9 IV O/C /. �G 1 MIN PSI MAY VARY PER `� 05 VERT. IN FILLED CELL THIRD POINTS HGT, FOR WALL HGT. s 8 6 . MUNICIPALITY. FILLED CELL SEE CG/53 OR NOTE: E THIS SHT FOR INSULATION CHART ��'c' (2) ROWS 2x BLOCKING u1 3rd TYPICAL G/53 FOR ANCHOR 5/8'x6' 'J' BOLTS�� SEE SECTION C/53 FOR I 1 AM I PTS FOR WALL HGT. > 8 -6 . CONCRETE SLAB W/ 6X6 BOLT INFO. SEE THIS SHT FOR INSULATION CHART 1/8 STUCCO FINISH PER ASTM C. 926 APPLY ADDITIONAL INFORMATION WIAXWIA WWF OR TIBERMESH' NOTE:EXTENp BOLT 24 O.C. VERY. 3 LAYERS W/ TOTAL THICKNESS 1/8' OVER I/2' GYP. WB (MIN.) -9 GARAGE DECO FINISH 4' to OR 5/8' x V EPDXY METAL LATH. FIRST 2 LAYERS 3/6' THICK CONTINUOUS TO FOOTER BELOW 90°1-IOOK DETAIL SIDE IF APPLICABLE. V BELOW GRADE I BOLT USP SPT22 CONNECTOR *USP SPT22 TYP. 5/8'm x 10' V BOLT Q 24' O/C W/ 2'OX EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN 5/8'� EXPANSION BOLT �24 ' O.0 2x P.T. PLATE SECTION 4A SHEET SN FOR ADDITIONAL INFO.) 3/16' PLATE WASHER TYPICAL 2x P.T. PLATE W/ 1' EMBEDMENT (MIN. SHEAR -USP 5PT22 9 EA. STUD 20" MIN. LAP ASSUMED FINISHED MIN. 2500 PSI CONCRETE �- SPACE ANCHOR BOLTS 35000 MIN. TENSION 26000) 2X P.T. PLATE "5 REINFORCING GRADE SLAB W/ 6 x 6 M V MAX FROM END OF 6 x 6 WIA x WIA = 6 MIL VAPOR // \/' z W1.4 x W1.4 WEEP SCREED INSTALLED PER „ BAR p 2' x PLATE WWF OR FIBERIESH 7t BARRIER \ - - - - - - - - '"3 OR 4 REINFORCING BAR / ; .D 4 \\ MONO OR STEMWALL WWF OR 15EWESH MANUF. 4 FRG SECTION R103.12.1 uI - - - - - - - - - "` ' "o r #3 4 04 LAP 5PLICE u D ° D. / • • N FOOTING MONO SHOWN ° a COMP. SOIL. (COMPACTED ° . \ — D �. D . D Z i=y = 40ks i ; \ FOR CLARITY N tr ��' _ D. TO 95% MODIFIED // / /\/ D D D °D \ \ \ \ ° b .D FINISH GR�ADEQ E 25" MIN. LAP PROCTOR ASTM DI551) ° .. m D - 3" MIN. CLR. STD. 90°HOOK -FOR BEARING WALL NQMg\\/�\j��j\\ 6 MIL VAPOR BARRIER / o. ° \� \�� - +15 REINFORCING BAR R 1 1/8' w (2) 05 REBAR CONT. ON 1 (SEE DETAIL) W/ UPLIFT ONLY / D . \�\/ N z *5 LAP 5PL ICE \ /�\///// /�� 3 CHAIRS TYP. UND. 4 I -4 jam\ • .D Q \\ lON 3' CHHA RS / 6 MIBARRIER //��/ �\ ��/� �/\ COMP. SOIL. (COMPACTED t 36" MIN. LAP (TYP.) 8' 1'-4' 8' TYPICAL WALL 5ECTION ,4 \ /\ /\ 95q° MODIFIED PROCTOR ASTM \\/\\/\/� SCALE: 3/4' = 1'-0" S3 FRAME WALL TO C.M.U. WALL CONNECTION D D155v ` \ 4I 11_,{I +'6 REINFORCING BAR � STD. 90°1-LOOK SEE TYP. WALL SECTION FOR SCALE: 3/4'=1'-0' S3 #(o LAP 5PLICE TYPICAL INTERIOR ADDITIONAL SLAB INFORMATION. T Tj=IC,4L EXTERIOR FR,4" IE W,4LL 1=OOTINC� E RE5,4R. DET,4IL5 1= REARING WALL W1 UPLIFT NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT 13" BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE: 3/4'=1'-0" S3 SCALE: N.T.S. CJ3 SCALE: 3/4'=1'-O' ADDITIONAL SLAB INFORMATION. 53 PAVERS O.H.D. RECESS z m 6x6W1.4xW1.4 WWF OR FIBERMESH 3 1/2"(min.)- 4" ° - -a ° - tt CxRADE III— '— _ _ _ 6 MIL VAPOR tp ° —III I l f a °a I I BARRIER 11= - � �I II !I a�. • . II MIT 6 MIL VAPOR SEE A/53 OR J/56 - I III 11 111= 4° /sl OR REINF. INFO. 3' MIN. CLEARANCE MIN, 1'-4' N STY) 1/2' GYP. BD. TYPICAL T1� I CKENED 5LA8 EDGE L 1'-V (2 STY) (1) ROW 2x BLOCKING MID HGT. 211 HOLD GYP. BD. FOR WALL HGT. s 8'-6', (2) ROWS P.T. 2x 1/2' FROM SLAB SCALE: 3/4'=1'-O' S3 C,4RACE DOOR SL.T48 RECESS J.I 2x BLOCKING 9 3rd PTS FOR 1 CONT. BEAD SEALANT SEE TYP. WALL SECTION FOR SCALE: N.t.S. 53 WALL HGT. > 8'-6' �_0 4 2X STUDS • 24' O.C. U.N.O. ADDITIONAL INFORMATION. BLOCK WALL BEYOND INTERIOR GARAGE 1/2' GYP. WB (MIN.) GARAGE SIDE 3 1/2' MASONRY WALL AND IF APPLICABLE. 13 MA50NRY WALL AND ARIE `r PAD FOOTING PAD FOOLING 1/4' DIA. X 3 1/4' TAPGONS 6 24' O.HD. RECESS �„ I 1/2' GYPSUM WALLBOARD U.N.O. RECESS FOR S.CxD. 6 x 6 W1.4 x WIA ;r 2x P.T. PLATE EXPANSION JOINT � W/ DRYWALL SCREWS � 8'O.C. EXTEND FILL CELLS SEE PLAN WWF OR P15ERMESH O/G 4 • V MAX FROM END OF 2 x CONCRETE NAILS W/ 1 1/4 8 MASONRY WALL TO FOUNDATION PAD E (2) 5 CONT. ON 3' PLATE = 4 EMBEDMENT • 12' O.G. STAGGERED, SEE THIS SHEET FOR INSULATION CHART MAT REINFORCING. `�' CHAIRS (TYP.) �� ° d 6 x 6 WIA x WIA d d ' FROM BOTTOM PLATE TO CONCRETE (MIN. 6 MIL VAPOR SHEAR IeO MIN. TENSION 120) 2 CONY. BEAD SEALANT CONT. FOOTING STEEL WWF OR FIBERMESH m �' `/ d/ / / w w BARRIER N I \ ° . d ° \ /\/ ° " 4 „ \ co CONCRETE SLAB S 6 x 6 WIA x WIA /\\/\, / 6 MIL VAPOR / - — rn WWF- OR FIBER'1ESH cv 1 / a BARRIER / - \ cp _z z \ \ \ \ \ w ; , 6 MIL VAPOR E BARRIER \ ° o o `�' fu N `X\\ \ \ \ 6 MIL VAPOR SEE A/53 OR / %/. 6 MIL VAPOR \ ul SEE r \ i\\ i\ i \\�\\ i BARRIER J/56 FOR REINF. 3' MIN. CLEARANG BARRIER \ I �/ //\//\//\// / //\// OOTING U RE INF./ INFO. 4 ° I' - 4 ° 8" ' //i. // //\ INFO. ` . \;/\\/\\/\\/ , \\\\� BEYOND OPTION #1 8 1 -4 S I'-4" (I STY) PAD REINFORCEMENT //�//�/ 1 SEE TYP. WALL SECTION FOR 1'-s" (2 STY) 4, 4, (SEE SCHEDULE) CLEARANCE ADDITIONAL SLAB INFORMATION. TYPICAL INTERIOR REARING -EESFOOTING WIDTH C ,4R,4GE DOOR 5LA8 iRECE55 J INTERIOP, W,4LL SL,45 5TEi=' NON-5 . K SEE SCHEDULE SL,48 STEP' � i�ECE55 � S.C.D. 1�'I WALL u1/OUT UPLIFT �� PATIO COLUIVIN 1=TG. DET,4IL rN SCALE: 3/4'=1'-0' SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-O" SEE TYP. WALL SECTION FOR SCALE: N.T.S. ���3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4'=1'-O' S3 53 53 ADDITIONAL INFORMATION. SLAB INFORMATION. SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53 ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. r; ..:.� DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 i o 0 N Z E 00 M O^ z a�J� ww� z 13- d M � a o H F W WUi J O O U CL C) L W W � c~n c) V ♦= v ,UJI r— J 0 1 m Q O m w O Q Z O V) C) ISO V) ZD 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 = 10BMPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRBTEN CONSENT FROM LENNAR CORPORATION. @2019 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1,02 ROOF UNDERLAYMENT REV. 02.11.19 1:03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION N(;; . Q3 / 02.11.19 Cm a4 C= cli L,r°s oe O w m J z 0 w w = 0 W >_ 3: QN W wM =� }� W >_w Z Q ^I LLI = LLW L.L.i W ❑ ❑ SHEET TITLE: SECTIONS, DETAILS, & NOTES (MONO) SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S3 00 O 00 ,I- LO r— REFER TO UNDERLAYMENT TABLE ON SHEET SNI S 8 8 FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: -- — —� — — ------ DO — 12 (2)LAYERSFOR 2:12 <SLOPE <4:12 ❑ SEE ELEY. (1) LAYER FOR SLOPE > 4:12 (TY .) F P NT O 2N FLOOR ❑ VE R D R SO I AREAS A L D RE RE SO I A AS A L D RE RE � PRE-ENGINEERED WOO PRE E EERED D TRUSSES 24 O.C. VERTICAL JAM E 5/8'DIA. x 8' J-BOLTS AT 6-3/4', 41-3/4,11', AND 96-3/8' ABOVE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT UPLIFT CONNECTOR (SEE SCHEDULE) I/2' MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 DOUBLE 2x4 5.P.F. TOP PLATE INTERIOR SAW CUT TO 10 I/2' SAW CUT t0 10 1/2' FULL Sx8x16 BLOCK STANDARDSI MIN. CONCRETE). ANCHO S MAY COUNTERSUNK (BUT NOT ER R L 3 DIA. TEE PR BE ER B E 1/8 STUCCO FINISH O N SH P ASTM C. 926 A WA PER APPLY 3 LAYERS WALL YER THREADED 3' X ION 3/4 FURRING SCRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. ❑ ❑ ❑ RE DED DIA. E TENS HORIZONTAL JAMBS DO NOT TRANSFER LOAD. W/ TOTAL THICKNESS 1/8' OVER METAL LATH, FIRST 2 1/2' GYPSUM BOARD Gk DOOR OPENING DOOR OPENING DOOR OPENING—� LAYERS 3/8' THICK EACH. 3RD LAYER 1/8' THICK (SEE SCREW OFF GAP (3' DIA.) W/ DRYWALL WALL LIS NOTES IN SECTION 4.4 SHEET SN FOR ADDITIONAL INFO) ❑ El FOR CLEAN -OUT SCREWS G 8' O.C. OR a CRICKET AS ❑ 4d DRYWALL NAILS a DOOR STOP EXTERIOR� REQUIRED e a A a MOLDING WALL ❑ ❑ ❑ USP SPT24 EA, STUD a MIN. EXTENSION FROM EXTERIOR GARAGE ❑ — — — ❑ F01- I/2' EXTERIOR GRADE FACE OF BLOCK WALL IS 11/2' DOOR — — — — — — —n� — — — — — — — SHEATHING FASTENED TO MAXIMUM EXTENSION FROM 15T COARSE 2ND COARSE 3RD COARSE TRUSSES WITH Sd COMMON WIRE EXTERIOR FACE OF BLOCK WALL TO DRAIN 2x6 P.T. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED t0 THE NAILS a 4' O.C. BOUNDARIES, 6' BLOCKING (TYP) IS 2 i/4' O.G. EDGES 4 8' O.C. FIELD COARSE BELOW. EVERY THIRD (3RD) COARSE THE II' DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2x4 PT STUDS a IV O.C. WALL CLEAN -OUT ,4 (2) 2x4 PT STUDS UNDER HIP SCALE: N.T.S. �,4 DOOR TRACK 1„1,4SONR�I' L ,4�I'OUT CARRIER/GIRDER TRUSS =_ W/MOUNTING ANGLE SCALE: N.T.S. IL NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP WTA20 s EA. STUD REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MAIN SPAN SHEETS FOR INSTALLATION INFORMA1' TION BMOISTURE BARRIER ROOF TRUSS MANUFACTURER UPLIFT CONNECTOR T�'P I C,4L SECT 101�1 �a-IRU l,U IND OI,U T1'PI C,4L GARAGE DOOR BUCK {< 8'x8'x16' Ko. BLOCK W/ (1) 05 (SEE SCHEDULE) SCALE: N.T.S. CONT. AND FILLED W/ GROUT j (1) "5 VERT. IN CONC. FILLED CELL W/ STD, 90o HOOK IN KO. BLOCK REFER TO UNDERLAYMENT TABLE ON SHEET SNI ALT. KNEEWALL A50VE MASONRY WALL DETAIL E FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: SCALE: N.T.S. 12 (2) LAYERS FOR 2:12 < SLOPE < 4.12 TRUSS BOTTOM CHORD OR S4 (1) LAYER FOR SLOPE >_ 4.12 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ (2)16d TOE (tYP) SEE ELEV. per -ENGINEERED WOOD TRUSSES 9 24'O.C. BLOCK W/ (1) FOR CONCRETE PLACEMENT -7 NAILS a EACH END UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. 02 TOP PLATE 2x S.P.F. STUDS 9 16' O.G. CRICKET AS REQUIRED USP 5PT24 m EA. STUD 1/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON BLOCKING (TYP.) WIRE NAILS m 4' O.G. BOUNDARIES, 6' O.C. EDGES 4 8' O.C. FIELD ®ice!_ �'ll�l�l■�I�I�!��I� ■ ij� ■■II ,. Hoor,uLINTEL BEAM W1 (1) 05 CONT. IN OPENINGS GREATER THAN _ " O. ON - OPENING : - .NFOLOCATION' 19I1 Illl� _■■ dill IIII� ■■ill lil■■ �IIII IIII� ■■ill III■■ �Ilil ■■lii III■■ �IIBI IlII� 2'x BUILT-UP COLUMN w DOUBLE 2x TOP TOP SPLICE PLATE °°°° 18-10d NAILS 2 ROWS 10d 3' O.G. (14 NAILS TOTAL) °°,° 2x TOP PLATE 2-16d NAILS 0 24' O.G. OR ��" 0000 ° ° EQUAL TO TRUSS BOTTOM 2x CRIPPLES A IV O.C. 7" 5/8'DIA. X 12' EPDXIED ATR CHORD OR BLOCKING ��jN — W/ MIN. 8' EMBEDMENT 2x STUD 0 24' �c 10d � 8' O.C. O.C. MAX. 2x BLOCKING a EACH END W/ 10d/ST qN�F PROVIDE PAR NAILS OR 9 4' O.G. FROM EACH HEADER 2x P.T. PLACE EQUAL 0 12' O.G. FACE TO BLOCKING Yp STAGGERED FROM BOT, SEE A/63 FOR PLATE TO CONCRETE (2) 2x HEADER PER PLAN NOTE : o UPLIFT= 31� (SYP 02) • YP REINF. INFO. 2x BOTTOM PLATE W/ (1) 10d 8' PLATE LENGTHS MUST BE VARIES O.G. TO EACH HEADER FACE AT LEAST S'-0' LONG. (TYP.) BOTTOM SPLICE __ = NOTES: TYPICAL INTERIOR NON- OVER STUD 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. BEARING WOOD FRAME WALL 2 x ro (MIN.) I=R,4ME J5P HTTI(o N USP 5PT22 m EA. STUD NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION W,4LL HE,4DER DET,4IL 1 TOP PLATE SPLICE DETAIL SCALE: NTS PORT g EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. S SCALE: N.T.S. S S 2x P.T. PLATE Cj� O VERIFY THAT ALL REINFORCEMENT HSCALE: N.T.S. AS BEEN PLACED F= 2240 LBS NOTE: EPDXY TO BE SIMPSON 5/6' x 10' V BOLT m 24' O.C. MAX ROOF TRUSS PROPERLY. SET-XP OR EG2U1\/ALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 6'XS'XI6' KO. BLOCK W/ (1) 05 MOISTURE BARRIER ® OPENINGS LESS THAN OR EQUAL TO &'-0' IN WIDTH DO NOT USP USP C CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. (1) S VERT. IN GONG. FILLED CELL TYPICAL FILLED LINTEL ASSEMBLY C W/ STD, 90' HOOK IN KO. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F -SCALE: N.T.s. S� SCALE: N.T.S. S HEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 WALL STRAPS JACKS STUDS JACKS STUDS SIZE (UN.O.ON PLAN) EA END EA END EA END EA END 1' - 4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16 (3) (3) (2) 1 (3) (2) USP LSTA30 fF USP SPT4 SPT24 USP SPT4 SPT24 USP SPT4 ROOF TRUSS ABOVE 2x TOP PLATE 2x BLOCKING ����� \ \ 2x STUDS s 24' O.G. OVERLAPPING \\ ATOED 5/8'xIO' 'J' BOLT \ N (2) lbd TOE NAILS 24' O.G. MAX. MIN. (2) PER \ \ \\ TRANSOM 10d NAILS 6 6 O.G. STAGGERED EA BLOCKING BOTTOM PLATE 2x P.T. TRANSOM FRAMING \�\ FRAMING FORM CONCRETE INSET TO SECTION PLATE SEE SECTION AA/Sl \ 2x8 WALL ABOVE WIDTH OF OPENING VARIES �}" CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) AND 55/51 FOR \ ENTRY 1/2'X9 I/2' PLYWOOD WALL ABOVE'1. ADDITIONAL DETAILS SEE FLOOR PLAN NOTES USP SPT22 K.O. BLOCK W/ SCRAP MATERIAL FOR REQUIRED USP 5PT4 I J-BOLTS ® 24' O.G. (1) 05 CONT. 4 FILLED CONNECTION USP SPT4 USP SPT4 LLJST�Ii/,�,� (2) ROWS 12d NAILS STAGGERED RECESS BLSM/' MAX 5/8'Xi0' J-BOLTS m 12' O.C. EACH FACE OR • • � 2'-0' O.C. (3) ROWS 12d NAILS STAGGERED (1 112x P.T. PLATE MOUNTING BASE NOT FORM CREATES CONCRETE RECESS TO 12' O.C. FOR 2xU0 OR GREATER e ° ' MASONRY WALL SHOWN FOR CLARITY MOUNTING BASE SHOWN IN 2x4 INOM.) RECEIVE GARAGE DOOR AND TO ALLOW HEADER 2X8 P.T. BOTTOM PLATE SEE DETAIL BELOW POSITION FOR WATER SHED. 2x CRIPPLES '� EAT FOR BLOCK IS POURED 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH IV O.G. W/ (2) 12d IN PLACE CONCRETE TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8'x10' 'J' BOLT 0 24' O.C. MAX. C (MIN, (2) PER BOTTOM PLATE) GARAGE FLOOR SLAB Sx8x16 C.M.U. (2) 2x HEADER (SEE PLAN) TROWEL FINISH ERALTEE � (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THI5 FORM. ANY 1 USP SPT4 SPP24 USP SPT4 G MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END INTERIOR HEADER FOPEFORWARD C PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 (1) 2x SILL PLATE W/ 10d NAILS ®4' O.G. R DRAINAGE GARAGE FLOOR 10d NAILS '� (2) 12d TOENAILS. � _ A 10d NAILS � 6' O.C. STAGGERED STAGGERED ;. G;ARAGE ENTR'I' FORM DETAIL 8' O.C. TYP. Box EXTERIOR HEADERS — — —_ HEADER (1)2x SILL PLATE W/ TRANSOM FRAMINCx SCALE: N.T.S. 2x JACKS (SEE ONLY (2)12d TOENAILS. OPENING ��� \ o o BEYOND. TABLE ABOVE) LARGER THAN 4 FT. (2) 2x TRRANSOM ILED TO MOUNTING BASE DETAIL GARAGE DOOR TRACK MOUNTING BRACKET SILL PLATE W/ MP3 CLIPS \\ \ FRAMING EADPLYWOOD . SIE SCALE: N.T.S. TRANSOM FRAMING \\�� PLYWOOD FASTENED TO TRUSSES o E SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK�u SEE SECTION AA/51 AND \\ \ W/ Sd COMMON WIRE NAILS ®4' O.G. cj1� SEE PLAN FOR FOOTING CONNECTION ASSEMBLY 2x STUDS (SEE CABLE BB/SI FOR ADDITIONAL \� BOUNDARIES, 6' OG. EDGES AND B DIMENSIONS DIRECTION OF GARAGE V8' O.G. FIELD DETAILS ABOVE) DOOR TRAVEL USP HTTI6 TYP. U.N.O. 1 USP PLYWOOD GARAGE ENTRY FINISHED MASONRY DETAIL SEE N/54 SPT22 0 SHEATHING SCALE: N.T.S. CJ� I CAFN/ P.T. BOt. PLATE RECESS SPT4 MASONRY 0 USP SPT4 HOLD DOWN CONNECTIONS LINTEL P WALL BELOW 5/8'X10' J-BOLTS a 24' O.G. MAX. (MIN. (2) PER BOTTOM PLATE) ;• g , e NOT REQUIRED a BEARING ALTERNATE: WALLS WITHOUT UPLIFT A A. • a'. 5/8' DIA ATR EPDXIED POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E • ' ° MIN. 6' INTO BOND BEAM BLOCK WALL. RECESSED TO BE 2' ABOVE FINISHED 2X8 P.T. BOTTOM g 24' O.C. SPACE FOR GARAGE DOOR GARAGE FLOOR WALL HEADER DETAIL Q PLATE AND WATER SHED FORWARD S� THIS DRAWING, SCALE: N.T,S. FRAMING DETAIL5 A50VE ENTRY PARTIAL INTERIOR ELEVATION 5/8'AO' 'J' BOLTS s 24' O.C. MAX. SCALE:: N.T.S. CJ� SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) •• ��1F�s'•j� fir: ^•u�Sc��:6�,•�,.,�9;'y��?�•• o^ ...NA::• Esc` DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineefing.com CA 25948 o 0 N z Lu ON^ 0 zbr)M n < C'n, " f Lu LL Haan c < < 00 z �� W W� _l O J U L LLJ LW L Li = L U IL V)i = O V r— J Q I m V) LLJ Q 0 C0 o11-- m w z z � 0 V, U 110 CL V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSI.QN NO., 1 0 % 02.11.19 ° J u d C *i r�RaR s�S e-- 1111) rial rt_ Lu O w CIO J z O J Lu a = U W FN N 2 N cij 'IT LuLu Lu2 �* Z N Q Lj = LLJ W O <� W ❑ ❑ SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S4 SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR BACKNAIL W/ (2)16d NAILS SHEATHING DETAIL U5P RTI&A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER m 24' EA. OUTLOOKER 2x4 FOR SHEATHING DETAILL O.C. (OPTIONAL - SEE BACKNAIL W/ 2x4 OUTLOOKER REFER TO SECTION J ON OUTLOOKER ELEVATIONS) SEE STRUCTURAL 0 24 O.C. g 24' O.G. (2) 16d NAILS _ SHEET S5 FOR X-BRACING NOTES AND NAILING TOP CORD INFORMATION TOP CORD 45 t 2X4 CONT'L' BRACE TOP CORD BLOCKING U5P RTI&A OR EQUAL SCHEDULE FOR BLOCKING FOR BLOCKING FOR FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 24' MAX. a EA. OUTLOOKER SHEATHING DETAIL USP RTI6A OR --,FIRST FOUR ROWS 3's 24' O.C_ CMID �, EQUAL EA. OF TRUSSES / FIRST FOUR ROWS OF OF TRUSSES EDGES TRUSSES EDGES I HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 GROSS BRACE OUTLOOKER 4' MAX. EDGES OF USP HGAM10 W/ (4 , WOOD TRUSSES OF SHEATHING TYP. 2X4 KICKER I 2x8 5YP*2 'L' BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8' FROM SHEATHING TYP. 1/4'xl-3/4' WEDGE EXTEND s LEAST 909. RIDGE FASTENED AT ' ' BOLTS E l4J SDS 2x4 RAT RUN 8 -0 O.C_ USP 8 FROM RIDGE FASTENED AT L BRACE TO EXTEND �/ 2x4 GROSS BRACE I OF WEB LENGTH 5PT4 EA. EACH JOINT W/ (2) 10d 4 (2) EACH JOINT W/ (2) I AT LEAST 9096 OF WEB �� APPROX. 8' FROM I NOTCH 6 BOTTOM 10d E (2) 10d TOE I LENGTH (SEE TABLE) 1/4' x 1 1/2' SCREWS / / \ BRACING At 24' RIDGE FASTENED At CHORD (SEE TABLE) STUD 10d TOE NAILS g EA. END 2X6 FRAMED WALL - SEE NAILS e EA. END , O.C. ON TOP OF EACH JOINT W/ (2) � USP RT3A WITH 8-8d ABLE TRUSS / BOTT. CHORD WALL SECTION FOR SPACING 2x4 PANEL BLOCKING --- BLOCKING 1/2' CDX PLYWOOD OR FOR 4 TRUSS 10d (2)10d TOE - FROM LEDGER TP 9 45' O.G. FOR THE I 1/16' 055 SHEATHING __ __ SPANS ATTACHED NAILS o EA. ENE) Y BLOCKING 1/2' CDX PLYWOOD OR 1/16' ATTACHED W/ 10d NAILS W/ 2 - 16d At EA. GYPSUM WALL BOARD FIRST (4) ROWS OF 2X4 STICK LUMBER I OSB SHEATHING ATTACHED I �+ 6' O.C. EDGES AND 12' TRUSS JOINT 24" O.0 MAX GABLE TRUSS TRUSSES FROM EA. IN LINE WITH JACKS (2) 16d COMMON NAILS 2x4 PANEL BLOCKING 6 45' O.C. FOR THE FIRST I 1/2' CDX PLYWOOD OR W/ 10d NAILS g 6' O.G. EDGES END TYP. TOP d I O.C. FIELD (see detail in eng pack for grade) or 0.128" x 3" GUN NAILS (4) ROWS OF TRUSSES FROM EA. END TYP. I 1/16' OSB SHEATHING __ AND 12' O.G. FIELD BOTTOM ATTACHED ( (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 Zx4 BLOCKING o 24' 2x4 LEDGER (MATCH BOTTOM CHORD NAILS 9 6' O.G. EDGES 2x4 PANEL BLOCKING 6 48' 2x4 BLOCKING BLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STRENGTH O.C. W/ 2 - 16d 2x4 't' BLOCKING 1Odx3' tv 4' O.G. CEILING BOARD PER CODE TOENAILS g EA. END 2x4 BLOCKING SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.G. FIELD O.C. FOR THE FIRST (4) ROWS 5/8' OR I/2' HIGH STRENGTH CEILING BOARD W/ 1 3/8' DRYWALL NAILS OR �, / 2'x6' P.T. SILL NOTCH 'L' BRACE HERE OF TRUSSES FROM EA. END 2x4 'T' ON TOP OF PANEL MASONRY WALL 48' O.C. 5/8' x 10' 'J' BOLL m 48' O.G. TYP. TOP f BOTTOM ATTACHED BLOCKING, FASTEN WITH PER CODE FASTENED WITH 8d COOLER NAILS SP HGAIO 36 DRYWALL SCREWS 1' O.G. 16d NAIL WEEP SCREED INSTALLED W/ (2) lb-d TOENAILS 10dx3' a 4' O.C. OR 1 1/4' LONG DRYWALL SCREWS COMPLYING O.C. CEILING t 8' O.C. WALLS ARCHITECTURAL FINISH "L' BR'aCE U5P WTA20 OR EQ, m 6'-O' O.G. TYPICAL. PER MANUF. E FRG WITH A5TM Gl002 FOR FIRST 6-0' FROM END DBL. TOP STUD WALL ATTACHED W/ ALTERNATE USP LBTA18 STRAIGHT STRAP 9 4'-0' SECTION R103.12.1 5/8' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WALL Q 4' O.G. TYPICAL PLATE m 4' (SEE TYP. SEC.) 10d NAILS O.G. 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 Sd COOLER NAILS TRUSS) USP SPT24 EACH STUD EXT, WALL GONN. 6NON-LOAD HIPS FOR FRAMING TAPCONS. OR 1 1/4' LONG DRYWALL SCREWS GABLE TRUSS WEB (GIRDER NOT DROPPED) 5 E C T I O N 2 COMPLYING WITH ASTM C1002 FOR SECTION 3 5E CT 1 O1N 5EARING LOCATION rD� DOUBLE V BRACING DETAIL 5 SCALE: N.T.S. 5 FIRSTYPICAL FROM END WALL 9 4' SCALE: N.T.S. �� SCALE: N.T.S. CJ� SEE TYP. WALL SECTION FOR SCALE: 3/4' = 1'-0' CJiJ SCALE: N.T.S. S5 DROF HIP DETAIL ADDITIONAL INFORMATION SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) Ibd NAILS 20'-01 MAX 20'-O' MAx SCHEDULE FOR SHEATHING DETAIL 'X' BRACE SEE DET. J/551 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN 2x4 't' BLOCKING Sd 9 6'OC 2 4 BLOCKING W/(2)10d TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' f 24' MAX. 2x4 OUTLOOKER 6 24 O.C. WOOD TRU55ES x TOE NAILS g EACH END G 24' O.G. (TYP) OF TRUSSES a I USP RT16A OR EQUAL 9 EA. •II 2 I • I 22Iz EDGES OF 2x4 GROSS BRACE I OUTLOOKER SHEATHING APPROX, 8' FROM I 'L'BRACE TO EXTEND At LEAST TYPICAL RIDGE FASTENED AT 90% OF WEB LENGTH (SEE TABLE) EACHd lg 12 IZ E TOE NAILS I GABLE TRUSS EA. END I 1/2' CDX PLYWOOD OR 1/16' OSB TRUSS VERT. WEB I 2x6 P.T. SILL SILL I SHEATHING ATTACHED W/ 10d NAILS 9 6' O.C. EDGES AND 12' ell w s 45' O.G. X. A I O.C. FIELD BRACING W/(3) 10d x 3' _ (LSPACED (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS M 2x4 PANEL BLOCKING 9 48 O.C. FOR THE FIRST I I0dX3' g 3' O.G. THROUGH CHORD • g EACH CONN. a 24 O.G. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE 8'-0' OF END WALL FROM EA. END TYP. BOTTOM I INTO 2'x6' P.T. PLATE USP HGAMIO W/(4)-1/4'xl-3/4' lD = 0.148', L = 3') OR EQUAL lD = 0201', L = 4 1/2') OR EQUAL NAILS (D = 0201', L = 4 I/2') OR CORD ATTACHED W/ (2) 16-d TOENAILS I WEEP SCREED INSTALLED PER WEDGE BOLTS d (4) SDS 1/4' MOISTURE BARRIER NOTES: EQUAL MANUF. E FRC SECTION R103.12.1 x 1 1/2' SCREWS BOND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA. x 5 1/2' LAG SCREWS OR EQUAL _- SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 2x4 'T' ON TOP OF PANEL BLOCKING MOISTURE BARRIER MASONRY WALL 2x4 BLOCKING tv 48' O.G. a IL 'L" BRACE I 16d NAIL ATTACHED W/ 10d NAILS s1 4' O.G. TYPICAL GABLE TRUSS WEB SINGLE V BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING ABLE TRUSS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA. x 1' LAG SCREWS OR EQUAL FASTEN WITH 10dx3' * 4' O.G. USP WTA20 s1 EA. TRUSS ARCHITECTURAL FINISH NOTE: — — — — TRUSS VERTICAL THICKNE55 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/5' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d VERT. WEB (24' O.G. MAX.) U SEE TR155 MANUFACTURER'S TRUSS ENGINEERING /TOP t BOTTOM CHORD GABLE COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH 45TM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACING ® 4'-0' O.C. MAX. (2) 2x8 'LBRACE 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NDS SECTION 63 FOR ADDITIONAL INFORMATION THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3) 16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE G1002 FOR FIRST 8'-0' FROM END WALL 0 4' O.C. TYPICAL MISSED VERTICAL WEBt USE 5/8'x 10' 'J' BOLT a 32' O.G. SIMP50N MSTAM36 ON OUTSIDE 2) 'T' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT 1(od PER SIDE OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING) SECTION MINIMUM 6' FROM PLATE SPLICES EXT. WALL CONN. ,@ NON - LOAD BRACING OF WEB MEMBERS PROVIDED IT EXTENDS OVER At LEAST W% OF THE WEB. (jGI55OR GABLE T BRACE I W/ 3/16'x2'� PLATE WASHER 5EARING LOCATION (UNEVEN CLG.� REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN � � T''}=ICAL NAILING SCHEDULES FOR 5UILT-UP COLUMNS 8 AS PER HIB 91 SCALE: N.T.SA 55 5� SCALE: N.T.S. SEE TYP, WALL SECTION FOR SCALE: N.T.S. AS PER 5C51 2013 EDITION SCALE: N.T.S. SCALE: N.T.S. 5 ADDITIONAL INFORMATION. 5 S�J 2x4 OUTLOOKER tv 24, SCISSOR TRUSS 12 O.C. W/ (2) 10d PER JOINT TOP CHORD BLOCKING FOR ISt MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2) 16d TOE NAILS's EA. END (SEE PLAN FOR LOCATIONS) 10dx3' O.C. 2x4 IRS (2) 16d PER Is 6' D.C. < JOINT TYPICAL 1 12" MAX. Nr "L.II 5R/4CII G I\EaUIfRE.I IE.NT,5 {NO STUD SPACING 'L' BRACE (1) 2x4 (UND.) 'L' BRACE 2'xb' (UN.O.) 'L' BRACE 24' 0'0' - 3'-0' 3'-0' - (_0' (o'-O' E GREATER 5GI56OR GABLE - (1) 2x8 02 S.P.1=, G EACH VERTICAL ,AND (2) 2x8 FULL HEIGHT 6 DIAPHRAGM BLOCKING N 6.9 1 MAX. PRE-ENGINEERED OVERLAP TRUSS BRACING OVERLAP WOOD TRUSSES AT LEAST TWO TRU55 SPACES 2X4 BRACING * 48 O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d 6 EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE 50TTOM CORD) CONTINUOUS BOTTOM CORD BRACING 2x4 MIN. NOTE- ALTERNATE NON -DROP ST 1) IV 5RACE MUST EXTEND AT 130% OF LUE5 LENGTH MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING GA5LE WHICH REQUIRES BRACEETAO EXTENDFULL HEIGHT OF GABLESCISSOR CRC55 SR,4CINQ DET,41L J GA5LE END DETAIL 2) 'L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3' NAILS 6 4' O.C_ TfRU55 5R,4CING OVEFL,4f DET,41L 1~I COSMETIC DROP CEILING FRAMING SCALE: N.T.S. CJ� SCALE: N.T.S. SCALE: N.T.S. 5 SCISSOR TRUSS W1 DROP CEILING 5RACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS I GABLE TRUSS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION S5 SS END JACK 'L' BRACE W/ 10d 9 4' O.C. 12 3 (SEE SCHEDULE FOR SIZE 122 AND LOCATION) 6.9 MAX. 6.g MAXMAx 'L' BRACE W/ 10d a 4' O.C. III-0° MAX. 55 OUBLE TOP PLATE 6.9 MAX. 5 (SEE SCHEDULE FOR SIZE 5 g5 AND LOCATION) S5 x w 2X4 LEDGER ABLE TRUSS V CORdER JACK USP LSTA 18 6 S5 w S5 �TUDS 6. WFLIET C1�ONNECTIONS - TOP � 16 O.C. H I F F A I IN� CONT. BEARING T. BEARING DBL. PLATE USP HCsAlO l�,`STUDS a I6' OC. USP SPT24 WOOED FRAMED GA5LE END 5RACING DETAIL USE USP NTA20 EQUAL) NECr.ORS a MASONRY OR USP RTI6A (OR EQUAL) CONNEGiGR& a fRAME WALLS 4 USP RM 0 NIP JACK TO FRAME WALLS G,45 L E END 5R,4C I NCB D E T,41 L C�,45L E END 5i�,4C I NCB DET,41L s EACH STUD SCALE: 3/4'=I'-0' 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 TD 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. Y' DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 o 0 N z "' off^ 00 o � z� M LP1 Q � J a ujILL z c+� o < tLIP z; c~i�� W wLu J 0 o %D U Lu W Lu IL V)) Ll.� _ 0 tc) J Q 1 CID Q 0 m QF- m zw U Z O CL V) ZD TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=f0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02 11 19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSIOkjq(I'D3 j/ 02.11.19 '*I' o t: u '7 cn 19� w O w Y m J z 0 w = U W� U' ?11 N 3 Q N = N N VN W uj = 1 � 00 W �' r* W* Z Q "4 W = LLi Lu Ci W ❑ ❑ SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S5 00 O 1 00 CN L0 SCISSOR TRUSS 1/4' TO 1/2' GAP BETWEEN TOP PLATE 4 TRUSS 1/2' NOMINAL PLYWOOD OR O.S.B. NAILED W/ Sd NAILS 6 4' O.G. BOUNDARIES, 6' O.G. EDGES, E 12' O.C. FIELD X Q I SCISSOR TRUSS REFER TO SECTION 1 ON SHEET S5.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION > 1/4' TO 1/2- GAP BETWEEN TOP PLATE 4 TRUSS 0 CD USP HGAIO Q_ m 48' O.G. USP HGAIO Cl- Q 9 EACH TRUSS WOOD FRAME EXT. WALL USP 6PT24 is EVERY OTHER STUD 2x8 STUDS AT 16' O.C. USP 5PT22 -9 EVERY OTHER STUD K.O. BLOCK W/ (1) "5 CONT. E FILLED 5/8' x 10' 'J' BOLT 0 24' O.C. (STAGGERED) W/ 2' DIA. x 3/16' PLATE WASHER (TYPICAL) 1x2 P.T. FURRING STRIP MASONRY WALL (DESIGNED AS CANTILEVERED) WOOD FRAME EXT. WALL USP 5PT24 m EVERY OTHER STUD 1/2' NOMINAL PLYWOOD OR O.S.B. NAILED W/ Sd NAILS 4' O.C. BOUNDARIES, 6' O.G. EDGES, 4 12' O.G. FIELD 2x8 STUDS AT 16' O.G. USP 6PT22 'm EVERY OTHER STUD WEEP SCREED INSTALLED PER MANUF. E FRG SECTION R103.1.2.1 KO. BLOCK W/ (1) 05 CONT. d FILLED 5/8' x 10' 'J' BOLT a 24' O.G. (STAGGERED) W/ 2' DIA. x 3/16' PLATE WASHER (TYPICAL) lx2 P.T. FURRING STRIP MASONRY WALL (DESIGNED AS CANTILEVERED) `:FER TO SECTION I ON EET 55.1 FOR BRACING, AND TOP IORD BLOCKING ORMATION SCISSOR TRUSS 4 RAT RUN BRACING Q ' O.C. ON TOP OF >TTOM CHORD FOR (4) USS SPANS ATTACHED 2-16d m EACH TRUSS INT 3LOCKING END NAILED -16d 0 24"O.C. (MAX.) KING (TURNED TILED t0 TOP PLATE NAILS > FRAME EXT. WALL SPT24 2Y OTHER STUD :)S AT 16' O.C. PLYWOOD OR 7/16'055 4G W/10d NAILS 9 (o' O.C. 4 12' O.C. FIELD. PT22 'r OTHER STUD )CK W/ (1) 4 FILLED ' 'J' BOLT lip STAGGERED) x 3/16' ASHER (TYPICAL) s STRIP _..LL (DESIGNED AS CANTILEVER) NON -5EAIRINC; EXT. KNEE -WALL SCALE: 3/4' = 11-0' A OJ�j.� NON -BEARING EXT. KNEE -WALL SCALE: 3/4' = 11-0' 8 CJJ.� NON-5EAfRING EXT. KNEE -WALL C SCALE: 3/4' = 1'-0' 0 0 10 0 2x4 GROSS BRACE At SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS RIDGE FASTENED At EACH JOINT W/ (2) 10d x 3' USP RT16 OR EQUAL 6 EA. OUTLOOKER in Z, o 0 TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) Ibd NAILS 2x4 'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10d x 3' 9 4' O.C. w CEILING RIDGE 0 0 2x4 PANEL BLOCKING a 48' O.C. --I ATTACHED W/ (2)16d TOENAILS INTO BOTTOM CHORD. INTERIOR HIP VAULTi 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 ASTM C1002 FOR FIRST 81-0' FROM END WALL 's 4' O.C. TYPICAL 2x6 P.T. SILL 5/6' x 10' BOLT s 24' O.G. MINIMUM 6' FROM PLA' SPLICES W/ 3/16' x 2' DIA. PLATE WASHER GA5LE END DETAIL AT HIF VAULT SCALE: N.T.S. 2x4 OUTLOOKER 24' O.C. 24' MAX 1/2' CDX PLYWOOD OR 7/16' OSB SHEATHING ATTACHED W/ 10d NAILS 6' O.C. EDGES AND 12' O.G. FIELD TRUSS 'L' BRACE TO EXTEND AT LEAST W% 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 MANUF. 4 FRG SECTION R103.12.1 - MOISTURE BARRIER USP HTA20 s EA. TRUSS VERT. WEB (24' o c. MAX.) 0,.<` ri `q ma `(%g5:. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645,9698 www.danscoengineenng.com CA 25948 0 N z "' 0 11� z Q J -i aWU_ LP z <�Q 0 W W� J O U w W Lij Cz CLci LU = V) O J Q 1 C0 Ce V) LLJ Q 0 m m O 0 w Z �_ O to �O UCL V) ZD TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019 -THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. _ REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01-09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION NO;,A QQ / 02.11.19 O LLJ >L m .--I z O W Q = U W 0> 3 � ¢04 =N N't W wM =� �OD W �* r� w* . Z Q L = LLI � LLI T) a- I— CL CL W ❑ ❑ SHEET TITLE: FRAMING CONNECTIONS @ EXTERIOR WALLS SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S5e] CV 00 CN LO DOORJAMB 1X4 1/2" DRYWALL DOOR JAMB 1 X 4 1/2" DRYWALL DOORJAMB ATTACHED PER 1 X 4 1/2" DRYWALL ATTACHED PER P.T. ATTACHED PER DOOR MANUF. DOOR MANUF. DOOR MANUF. 1 X 4 X 4 tj 3-1/4" LONG X 3/16"0 1 X 4 FURRING � " 3/16 � X 3 LONG TAPCONS FURRING �� 3/16 0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16 TAPCONS STAGGEREDLL1X8 2 X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 31� DETAIL 1 x4 P.T. & 1 x8 P.T. 1 x8 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" DOORJAMB 1 X 4 1/2" DRYWALL DOORJAMB EACH END W/MIN DOOR JAMB TAPCON ATTACHED PER ATTACHED PER 2" EDGE DIST. ATTACHED PER DOOR MANUF. DOOR MANUF. DOOR MANUF. 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16" 0 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL TYP ,) ♦♦♦♦''♦1♦ #5 REBAR (TYP,) ''♦♦`♦♦♦` K TYP. ♦'♦♦1 '♦ D. 90° HOOK (TYP.) (TYP.) Lil L . ♦''♦'',♦♦ +2" NOT75♦@ FIRST COURSE 2 COURSES♦♦♦'',♦♦`' ♦'♦1♦�♦♦♦♦ FILLED CELL PER FOUNDATION PLAN BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION H 2NBOT.PLATE W/(2)10d@6"o.C. SCALE: N.T.S. SS SCALE: N.T.S. SS 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION USP RT16M UPLIFT CAPACITY = 1395 # FOR 1 STRAP 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. AA = 2790 # FOR 2 STRAPS FILL 1st4 COURSES ROWS STAGGERED EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2x BAND JOIST W/ FACE NAIL 'T 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS 10d @TOP & BTTM CHORD, 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS O @ BLOCK HEADER ARCH BLKG. & BUCK _ USP RT16M W/ (9) 10d x 1%" NAILS & AND 8 FACE NAILS 10d (4) %" x 1 4" TAPCONS TRUSS VERT. WEB METAL SEAT PLATE 1/2" DRYWALL HTWM16 W/ (8) 10d x 1%" NAILS AND NOTE: 8d NAILS AT 8" O.C. AT BUCK Q 4 % "X 1%" WEDGE BOLTS 1 LAP SHEATHING TO A O a 4 IO BOTTOM F BAND 2 x 8 45 DIAGONAL LEAVE A CUT OUT IN Q.S.B. ON THE =0 (4) 10d NAILS INTO STRAP 1225 # , (2) STRAPS 2450#] BRACES INSIDE TO ALLOW FOR INSULATION JOIST TYPICAL () 2 x 8 BRACE/BLKG. '' ; `'<:;'; `::: 7/16 OSB TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 1 1/2" - ARCH CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR USP HGAM10 @ 12" O.C. w/4 SDS 1/4x1 1/2" BUILT UP PLWD. BUCK A PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. BOND BEAM OR CAST FURTHER INSTRUCTIONS. SCREWS INTO BAND JOIST & (4) 1/4"x1-3/4" SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS IN PLACE BEAM WEDGE BOLTS INTO K.O. BLOCK BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHANG ; CONNECT W/ 8d NAILS BRACE/ BLKG. x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB N.T.S. INSTALL WDW. SCREW ANCHOR\_2( ) PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4" MIN. of BRACE RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A DETOVIDE TAPCTHRONPER HDK OR MORE FX6SYP # CONT. (MATCH TRUSS WOOD FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" RETROFIT FOR MISSING EMBEDDED STRAP 1-1"� WITHIN 6" MIN. OF START OF ARC START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 4' MAX. RAD. WALL USE (3)1/4" X 3 1/4" TAPCONS AT 16" O.C. T. WA / ARCH DETAIL i JACK TRUSS PROVIDED BY TRUSS TR S 2 X 4 #2 SYP SCAB TO SIDE OF SCALE: N.T.S. SS COMPANY OR 2x6 #2 SYP @ 24" O.C. 12 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1'-0" 5-0" MIN. W/ (3) 8d TOENAILS @ TOP & BOTTOM SEE .2)(0 * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. CHORD TO LEDGER PLAN + + Ry�A1C4FNGry TO TRUSS I OP CHORD FINISH FLOOR 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. SECTION ROOF SHEATHING ATTACHED + + PLYWOOD SHEATHING ° 1/4" MAX EMBEDMENT INTO BLK.) B B PER NAILING SCHEDULE + + ' D ° ° D #5 BAR 2,-0„ 8" + BLOCKING AS 0 . D 10" ° D P 4 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + REQUIRED o ° CENTERED W/ USP RT3A p .. � 9� H IN TOP c 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 ° TRUSS TO SUPPORT + SOFFIT KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10PROVIDE 2x d 2X4 SYP PROVIDE 2 x 8 DIAG. BRACE BTWN. PROVIDE (2) MIN. CONT. W/ (3) + + o CHAIR BLOCK NAILS AT EA. END EACH TRUSS MONO FOOTING SIZE AND REINF. PER PLAN ( — VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS JACK TRUSS PROVIDED BY AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" CONNECTOR ° LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF TRUSS COMPANY OR 2x4 ', _I ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. CLEAN FILL TO BE INSTALLED T-0" MAX SEE PLAN 000,SEE LINTEL DIRT BUILT UP PLWD. BUCK- SCHED. °.' STANDARD o SCRIBE NOTCH 7/16" OSB ARCH PANEL o 90' HOOK N (NOTCH) BACKSIDE 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH CENTERS FIT #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #12 X 4%z' WOOD JFILLED CELL- 8d NAILS 2x4 SOLID BLKG. (FULL WIDTH OF WALLS) EQUAL EQUAL START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY PRECAST LINTEL -,- BTWN. OSB ARCH FACES W/ (4) 10d NAILS 4' MAX. RAD. WALL USE (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C. SEE ELEVATI N INSTALL WDW, SCREW o 0 0 ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 FOR OVER HANG (MAX. 4-0 ) PER INSTALLATION DETAILS ARCH DETAIL K SECTION SHED ROOF L STEMWALL FOOTING SIZE AND B-B @ SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = 1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" A/C CHASE 4" PVC PLUMBING LINE SLEEVE THRU STEM NOTE: IF RETROFIT FILLED CELL CONDITIONS TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE WALL EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD CENETERED PIPE TOP (2) #5's x 4'-0"UL FOR ADDITIONAL INSTRUCTION. °� PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PENETRATION PLUMBING LINE < ` _00 EXISTING BOND BEAM. FINI GRADE REINFORCING. PROVIDE LOWER MASONRY WALL. SEE PLAN FOR a d d d _ _ _ a q a a ° . • _ _ _ _ — — — — HOOKED DOWEL • ' _ —III—III=III=III=III III —III III=III=I =III=III=I UP COLN., =1 III 1=1 1=I 11=1 1=1 1=III III 1=1 1=1 1=1 1=I I= I=1 1= III —I 1=I III=III=I I r DRILL 3/4"X6" MIN, HOLE a . � I —III= �,. • =�I I=i � ,Iiiii_Hill— ==== SEE PLAN SET BAR IN EPDXY CAP TO PREVENT LEAKAGE HTT16 W/ (18) -16d NAILS TO W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL ° • • - I=III=1 1= =1 _ WHERE THIS CONDITION } #5X6 EMBEDDED INTO (1) #5 BARS CONT. THREAD ROD EPDXIED W/ EXISTING BOND BEAM SLEEVE THRU STEM OCCURS SEE FND. PLN. = 12" BELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN. z SIZE &REINF. ° a GRADE COVER 6'-0" F F 12" EMBEDMENT & 1-3/4" MIN. ¢ FILL CELL FULL HEIGHT W/ SEE FND. PLN. SEE PLAN FOR f q° ' • ' ° •° EDGE DISTANCE SIZE &REINF. PIPE PERPENDICULAR TO FND. FOUNDATION INFO ` '� � ° 4 . D (ALLOWABLE UPLIFT=2,249#) � 111 NON SHRINK GROUT. STEM FOUNDATION A PIPE VERTICAL THRU FND. 5 - TOP (2) #5's x 4-0 PVC OR SCH40 SLEEVE X6'EMBEDDEDINTO ° o _ ° — �- v z 2-#5X6' IN CONC. CENETERED @ PIPE GRADE — g EXISTING FOOTING FILLED CELL PENETRATION PLUMBING LINE REINF. SEE PLAN D D N o. DRILL 3/4"X6" MIN. HOLE �x M GRADE SET BAR IN EPDXY ;III III —III —I I a a s I I —III —III, �. I —III —III—' o ° = =_III— °� . CELL FILLED SOLID ° j I = d N • p w/(1) #5 VERT. REBAR SAW CUT • — (2) #5 REBAR. MIN. 3" SEE FND. PLN. (2) #5 REBAR 16" MIN. (1-STY) COVER EA. WAY A SECTION SIZE & REINF. A/C CHASE 4" PVC 20" MIN. (2-STY EXISTING FOOTING SLEEVE THRU FOOTING 1 SC ALE: N.T.S. MONO FOUNDATION SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL TYP. FND. PENETRATIONS SCALE: 3/4"=,'-o" SCALE: 3/4"=1'-0" SCALE: N.T.S. ALE: N.T.S. NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT UNAGGEF' I ABLE IN5 I ALL I IUN , PROPER INSTALLATION MAX. 8" � DO NOT DO THIS ���♦�`�� #5 REBAR x=em :yam 1 =. r. t< hii4"ii".... � g DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 o 0 N Z w O Ln U^ � 'CODo zCn Q Ln tun, J � z H}�ar� �Ua o z 17) W W� J 0 o U w W F_ W LU = W IL � a V) J 0 m uj Q 0 °° m 0 w U O Qz Z 0 cn CL V) Z) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THESTRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRIrTEN CONSENT FROM LENNAR CORPORATION. 02019 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION NO 1,,.03 / 02.11.19 c 4 CIO O Lu m J Z J LL _O = U W O� >N 3_ h Q -q = CV Q N W w� _� }� W � } w* Z QLj =LLI -Lj W ❑ ❑ SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH ss 00 O 00 LID mot' TEMPORARY TAPE 'FLAP' TO NoLD FLAP HOUSE WRAP/7 ZIP Ar ING 9' ROUGH OPENING HOUSE WRAP SHEATHING —TEMPORARY TAPE 'FLAP' TO HOLD FLAP HOUSE WRAP 7 SHEATHING ROUGH OPENING 4' SILL WRAP SILL FLASHING HOUSE WRAP INSTALL FLEXIBLE FLASHING SHEATHING CORNERS AT WINDOW SILL WINDOW FLASHING METHOD 'A -I' WINDOW FLASHING METHOD 'A -I' A A WINDOW INSTALLER WILL CUT THE BUILDING PAPER AT A 45- ANGLE TO A POINT 9' UP AND 9' OUT 3-6TEP PROCESS: 0FROM THE UPPER CORNERS OF THE ROUGH OPENING. OO A INSTALL SILL FLASHING (EXTENDING 4' BEYOND THE ROUGH OPENING ON EACH SIDE) B. INSTALL CORNER SHIELD FLASHING (FASTEN WITH M015TOP SEALANT OR EQUAL) B. THIS WILL MAKE A 'FLAP' THAT WILL BE USED TO COVER THE HEAD FLASHING IN STEP 6. C. INSTALL SILL WRAP (MUST COMPLETELY COVER ROUGH OPENING SILL (INCLUDING CORNER SHIELDS) METAL FLASHING DOUBLE LAYER SPLINE APPLIED VERTICALLY (IF USING FELT, SPLIT 36' - WIDE SHEET IN HALF) 2' TO 4' LAP AT HORIZONTAL JOINT i� 2' TO 4' LAP AT � I HORIZONTAL JOINT I I I i i I I 1 I I I i l I I I SHEATHING I I i i I I i l I I I I i I i 1 I I 1 -' BUILDING PAPER ' HOUSEWRAP I I I I I I I I I I I -CUT I I WINDOW I �IING5 �c EN VI I I SHEATHING WRAP (BUILDING PAPER OR HOUSEWRAP) I CARRIED I' TO 2' BELOW BOTTOM OF SHEATHING 4' TO 6' LAP AT VERTICAL JOINT 9' (6' MINA BEYOND CORNER BOARD SHEATHING WRAP DETAIL SCALE: N.T.S, 'FLAP' WINDOW FLANGE WRAP vzz,4111A TEMPORARY TAPE TO HOLD FLAP HOUSE WRAP \—SHEATHING CAULK BEHIND WINDOW FLANGE BEFORE INSTALLATION. SILL FLASHING 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 WRAPP 7 FLASHING JAM FLASHING WINDOW FLANGE HOUSE WRAP _.._ ._....._ SILL FLASHING WINDOW FLASHING METHOD 'A -I' OA INSTALL HEAD FLASHING OVER THE WINDOW FLANGE, B. EXTEND THE HEAD FLASHING V BEYOND THE ROUGH OPENING ON EACH SIDE. TO ALLOW MOISTURE TO BE DIVERTED TO THE OUTSIDE SURFACE -TEMPORARY TAPE RFLAP ' TO HOLD FLAP 41 // HOUSE \ % WT�7 SHEATHING JAM FLASHING WINDOW FLANGE to HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLASHING METHOD 'A -I' OA INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON EACH SIDE. B. EXTEND THE JAMB FLASHING 4' ABOVE THE ROUGH OPENING AND 8' BELOW THE ROUGH OPENING. C. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. HOUSE WRAP HOUSE WRAP 7 'FLAP'7% ----- \ - i ----------------------------- 7 AD FLASHING L\— SILL FLASHING WINDOW FLANGE WINDOW FLASHING METHOD 'A -I' OA ALLOW THE BUILDING PAPER 'FLAP' TO DRAPE OVER THE HEAD FLASHING. 'FLAP' WEATHER RESISTANT - CONSTRUCTION TAPE HOUSE WRAP SILL PLAS14NG SHEATHING WINDOW FLANGE JAM FLASHING FLASHING JAM FLASHING WINDOW FLASHING METHOD 'A -I' OA APPLY WEATHER RESISTANT TAPE OVER THE 45. ANGLE CUT ON THE BUILDING PAPER B. ON INSIDE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM Fi1X:F.u:<':.1s1:r 3:i^r.,'?F'�ta a s `a:s'•:";::;d r)s Via:).. 333A:<.>.a3<" • 3.3r' y. :..,. 11111, 11 `FFtI'K F s' . a:`<i33f:i3i33"i:.a„f xssai� H ,<i tR^''r'aa:..;s:. .;t.,.'>;.;z¢is%� i%'S1%s�,,.''is's `, rw':as2r �'•''s, �;;;i;s:s tsf "! yl DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineenng.com CA 25948 o 0 N Z w Ln o 0 z _ 0(nMr, a`�L-i W LL LNn z 00 zZ 17) W Z� w J 0 CD x F— w w H Lu = F_ a- LU V) _ 25 tV) Q 1 W V) Lu Q O °° Ill O z `O 0 110 CL V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2019 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSIQ,N 1 Oi ' 1`.031:02.1 1.19 LJ ` ' r. 41 c� c�j fr') De o Lu z O w Q one = U W C� >N 3 V)Q� =N _N W w� _10 }00 W �* �* w* Z =Lui Nu; Qu; fie W ❑ � ❑ SHEET TITLE: WINDOW FLASHING DETAILS & NOTES SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH WF-1 00 0 CN LO r— FLASHINGREQUIREMENTS U IRE MENTS Q FLASHING AND SEALANTS FOR EXTERIOR WINDOW AND DOOR OPENINGS SHALL COMPLY WITH WEATHER RESISTIVE WINDOW UNIT SECTION R703.4. BARRIER THESE DETAILS ARE GENERIC AND MEANT TO SHOW DOOR ROUGH OPENING SLOPE GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND 0.3 in: 12.0 in BREAKS COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED- WATER RESISTIVE WOOD FRAME CONSTR. m : m 06c 305c BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALL H F S SUCH ELT 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 51 MM JO S OCCUR FELT SHALL BE LAPPED NOT WHERE JOINTS � ) OVER RIM JOIST AND UP :' THRESHOLD OF DOOR AND RETURN . USE LIQUID JAMB S QUID NAIL BRAND WALL BY 6 IN. UP 6". R EQUAL WEATHER PROOF CAULKING O Q EXTERIOR PROD DETAIL PRODUCTS U S LESS THAN 6 INCHES 152 MM . THE FELT OR OTHER APPROVED O MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATI N A O S ND BUILDING APPENDAGES IN A C EMT. FIN. MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPEAS 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 RE UIRED BEHIND STUCCO. FBC R70 .2 Q CCO 3 UNDER DECKING :::.- ........ ............. ...:.... SUBFLOOR ' .....::.....::::::.......:-:::::::.. (SEE DETAIL WP07) ' R703 4 FLASHING APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED RIM JOIST Detail Instructions MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION Refer to the number marked as n each detail that corresponds to PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT the numbered items in the Iiifi 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 2 0 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 P02 SELF -ADHERED FLASHING W P03 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. ADHERED ADHESIVE TO BE APPLIED UNDER ASPHALT ADHESIVE THROUGH SELF -ADHERED and adhere to substrate using a square piece of flashing material g Q P g 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR WEATHER FLASHING JAMB FLASHING JAMB 8 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 WINDOWE 6. Fold shown by arrows INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. BARRIER OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) as WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED PAN FLASHING SHALL BE y TAPE EXTERIOR = SCORED 7. Angle of corner may vary, adjust folding of the flashing INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL SHEATHING RELEASE PAPER according accordingly to fit tight to corner BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE c BEFORE FOLDING SCORE Mechanically fasten n necessary 8as ecessa EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT (ASSEMBlEO WINDOW ) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" RELEASE PAPER T'ExP E 0 OS DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING R G O z VERTICALLY FROM ADHESIVE AS SHOWN ) PROTECTION AT THE HEAD AND SIDES. WEATHER BOTTOM OF RESHOLD THRE H LD TH 1.2 IN ACCORDANCE WITH THE FLASHING DE R METHOD S G SIGN O ME OD OF A REGISTERED DESIGN S RESISITIVE O PROFESSIONAL. BARRIER SECTION -A SEE DETAIL WP02 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. D . 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 SELF -ADHERED I - HER D FLASHING O. OR FMA/AAMANVDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAMER 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 - ` rj 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. barrier above header to allow for flashingSELF-ADHERED FLASHING :'t'� �; �" installation = '"f 4 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 SEAL TOPS OF JOISTS 1 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 DETAIL WP07) 2 7 6. AT WALL AND ROOF INTERSECTIONS. flashing and seal with tape (SEE 7. AT BUILT-IN GUTTERS. SELF -ADHERED FLASHING Scale: NTSWPO FLANGED WINDOW SELF -ADHERED FLASHING IWPO5 SELF -ADHERED FLASHING WPO6 EXTERIOR DOOR WITH DECK INSIDE CORNER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING -� �Ground� SHEATHING 7/8" Cement Plaster 7/8" Cement Plaster REFER TO TECHNICAL 1 in accordance with h ce t In accordance with LETTER ON CHEMICAL �� ��� � : ����s �• �--s---. Water Resistant BarrierASTMC926 ASTMC926 COMPATIBILITY -- SELF -ADHERED FLASHING Lath a Felt backed I e t ba ed meta Felt backed metal SELF -ADHERED FLASHING Sheathing g r n lathe in acc da ce accordance lathe in accordance PATCH with ASTMC1063 with ASTMC1063 t $ ucco ¢. rt • A Building Paper Building Paper 4.' n ::::::::::::. .. 7/16 O.S.B. � . , 7/16 O.S.B. , ............. .. / / sheathing sheathing SELF -ADHERED FLASHING ...:::::.::::e::::.r.:: iiiiliiiii}::,: ':: ct :i. .: °'yir :`.;:: :::::::.:i: .:•::::.:::±:r...:::iiiiiiiiiiiii:.�iiiiii:�ii::�::::iv:.. ..... ...... .. :>;<:. 1 iiiii':fiitsir;;':'• Foundation Waif •' / Metal ° SELF -ADHERED FLASHING °. . ° %?:.;.'•:r'zii;• NAILING FLANGE -...:::::.:�::::::::.:::-..-r.:..�.--. SELF -ADHERED FLASHING 1 / • . ♦ , d. • e • '. .' ': • .. Weep Screed 3" MIN-/ 2 ° .. Installed As Per Stampede or similar 2 4 ManufactSpecs& . . cauk bottom DO NOT FLASH OVER BOTTOM NAILING 8 C J FRC R703.7.2.1 joint only FLANGE Maintain Weep Screed Bottom of Installed As Per SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING /� Q P08 FOUNDATION WEEP SCREED /� Q P09 Wee Screed Manufact. Specs. & 2" Above Roof fact. Specs. HALF ROUND WINDOW OUTSIDE CORNER V V V V FRC 2.1 Sheathing 1/2" Cementitious Decorative Finish •o•• ••o. All inside and .,'• outside corner will •. ••°• need to be miter ••• cut and caulked all Cement Plaster in accordance •• .o• •a•••• butt joints need to with ASTMC926 ' .• • •. • becaulked using over wood 2nd Stampede or sim. floor caulk for all DOUBLE --__ JOIST SINGLE WOOD BEAM JOIST BELOW 22Ki::? umffitgm :if2 2 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 dj:\�\�.Uf� �I�f'j<y'SF�%13�'�S�JC�•`.��.`n•`.`."5••�f s3 9�3iP a`: a sue/! I "msY: . S$:f..:. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach Florida 335 2 P 7 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 o 0 zUJ o=^ 0 0 ZQ _M JLn �wILL^ ZIa-°'are <�Q 00Z W c~n z� W J O CD U X � W W W LLJ W F- LU < = O V Q I Lli Q O co m O w Q �o Z O V) CL v TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE"C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNEDAND SEA LED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. DATE _ _REVISION: DESCRIPTION UPDATED CONNECTION 06.08.18 1,01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION NO. 1.03 / 02.1 1.19 c� c .J Gl'3 tom, LU Q m J z O W a O W 0 Z H Qv Qc� =N W wc"o 2a >-,a 00 W � } w * Z Q ui = LJJ U i v)o- W ❑ ❑ SHEET TITLE: WATERPROOFING DETAILS SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH W P O 00 O I CV I 00 N LO r- I'MGIM �\\\\\\ � March 20, 2018 Re: Wood Construction Connector Cam pliance for 2D15 International Codes & 2017 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FSC required testing to comply vAth ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the. lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average lead at lf8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials., such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work oath product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 613012018 when it will be re-evaluated by Simpson Strong -Tie. Please visit ,".w.strongtie.com for additional pertinent information. If you have questions of need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. /6p� Keith Cullum, P.E. LEED AP d\"dBDW Engineer, Southeast U.S. Branch Maze 1 of 1 . ms...n .. .. a . , ... 2221 Country Lane McKinney, TX 75069 Phone: 972,542.0326 Fos 972542.4139 w__v.ng}re.com. N cn C6 N }, L L O CL O L CU •� (� -D, Cl) ♦f ^' W O O O O _ CU O %.- C` U) ♦V O / .- �^' Al Q W L V! �� � O Q ,� U EJSP Stock Na A3 Po1 Floftda Statewide Product Approval No. FL17244.1 Evstuatiotr 1�ePort Basis #b181 ESR-3455 Simpsaet Stock Na A23 Saoa Florida Staterwtde 4�ra1#fct Approval Mo} FL1D446.2 EYatuatiori Reporl , #a5is [24M8} ESR-26M HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL108%.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU25 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HDO410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL1045622 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FLl0456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.5 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 Cn � CZ > 0 }�\+ W �/ CIO �``�i / O 0- i }� U O nL ^1 W CIO W L1J ¢ W z J z J d KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL1D852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL1D852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11495.3 ER-130. LTS20B FL17219.2 ER-0200 LTT20B FL11498.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2513 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446A5 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-26W MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-26W MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10567.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 3PH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHDS FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 SHEET NO. PA 1.0 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building componems listed below if they will be utilized on the construction project for which you are applying for a building permit We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThertnaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThertnaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-87.0 psf ThennaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThennaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThemraTiv Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThertnaTru FiberClassic, Smoottrstar, ClassicCreft, Rustic FL7640.1 +87.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors WS (76X7) FL15279.53 +30.0%30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curves Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see Inst sM) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL75351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261:1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL75272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151bFeltUnderlaymeM FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL76918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 ExahustVent FL17202.1 N/A E. ROOFING TILES Borel Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032"Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 N/A 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 FL1889.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158:1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 15=18 14.411211114111141l ,9da Eltllmpr 20 2alk Dab Pendic Drag mm Version Manutctrsr C Enchreper & License Validated ar Vitdated Submitted FBC Approval A,—,d Status, Revision 2017 Themm-Tru Corporation Rink Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/152017 07/122017 10/la2017 12/12/2017 Approved Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies rickw®nvbidgconsu8ants. Compliance Metlad: Evaluation Report from a com Florida Registered Archeea or a Licensed Florida Products Professional Engineer FL#2m461R2 Quality Assurance Approved for Use Approved for Uu Impact Beaton AMA Prpluet Model. Numhu or NameProduct Dascriptiorl In HVHZ OursMa FIVNZ Ream Prosesura 1 a. Therma-Tm Fiber -Classic and Smooth -Star Nominal 8&#39;8 aquo0on4mpactfiquot Opaque 12/312020 No Yea No N/A Composite Edge Fiberglass Single Door (Inawirg/Ouiswing; X configuration) FUNG461R3 CgQE Brady or Data Data Dab Pendino Pik mm Version mmuf CW g Contact F lkatmai yedldabd By ylli9amd Syygulkd FBC A— AOg[gXsd $mid& Revision 2017 Theme-Tm Corporation Rik Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12/132017 12/132017 1221=17 Pending FBC Approve Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Door Asetembbs riklvIlinwbidgcansu8ams. Compliance MoUw& Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FL#20461-R3 Producte awl Product Madill. Number or Nara Duality Asayrsal Product Description Contract Expiration Data Ao... vad for use Approved In HVHZ Outside for Use HVHZ Impend gelpp Reginald Pvetvers 1 a. Thems-Tres FlberCsssi and SmoomStar Nominal6&#39;8 &quottlon-Impactill Opaque 12/312021 No Yes No N/A ComiposXe Edge Fiberglass Sings Door search Critaris (Inswing/Outswing; X configuration) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of 1 1/52018 11 m Ma&EM via F.nIM or no lam& Dab Pent6m Qek Tjrg vi alon Manu acturer Contact End lnaw a Lkonse Validated By ValMabd sub.NM FSC Approved Approved Status Rervsin 2017 Therma-Tro Corporation Rik Wright National Accreditation & Ryan J. King, P.E. 122D2017 09/21/2017 12222017 Approved Category: ExteMr Doom (419) 2SS-1740 Management Institute (813) 7674555 Subcategory: Swinging Exterior Door Assemblies ridcw@rwbld9consultents. Compliance Method: Certification Marc or Listing com FL815225414 Product Quality Auuraroe Approved for use Approved for Uss Impact plaids Sao a Prodrpt Model. Nunppr pr Normsproduct Dil In j V Outside HVHZ Resilient PLygy , 1 a. &gmtCsesloCaff&quot; and aquotBanchmark by 618 and 8ro Opaque and Glazed Fiberglass Door with 121312021 No Yes No N/A Therms-Truilquor, and without Side9ros. Inswing and Outlawing Search Comrm Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of 1 1/52m18 FL#15332-R4 Code Entity gate 20 Data PeasM Dab 111111112 )coma iiti0laisffiIf4L Contact Enaiesr a Licema Validated By Validated Submitted FBQ AplareYat Approved SmpM Review 2017 MI Windows and Doan Brant Schrager Luis Robert Lomas Steven M. Urich, PE 08/132017 06/112017 08/152017 1011012D17 Approved Catse ry: Exterior Doom (717) 365-3300 PE-62514 (717) 317-8454 subcategory: Sliding Exterior Door Assemblies bsunga/$mMd.com Compliance Meamd: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLa15332R4 Products Oualtd,,Antarance Approved for Us, Approved for Uu Impact Design a&va Product Model. Number or Now Product Dissertation Contract Expiation Dab in Hv jj Outside HVHZ Rnislia Pressure 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO OXO 1213MO18 No Yea No N/A 145-3/411,quotl,808,quot NON -REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 1152p18 FI 20a 142 .q9ft Entity st Jhte P&k Dab Pasefin, Pak TM Von Menubctti Cents U Encinesr a License Validated By VUMahtl Submitted FBC Apaoral Approved Am& Revision 2017 Themn-Tro Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 1011MO17 07I122017 10111=017 12/122017 Approved Category: Exterior Doors (419) 298.1740 PE-43409 (813) 767-5555 3 ItCawgory: Swinging Exterior Door Assemblies dckw�rwbldgconsultants. Cornpsance Matictl: Evaluation Report from a Co. Florida Registered ArchBect or a Licensed Florida FL#2es61R2 Product Professional Engineer Sea# Product Model. Number or Name Product Description Om1mLAssurance Contract Exonition Dab At ,,-d 1, Lt ! Bla,yd.kL{he in XVXZ Odade HVIR IIItIMm )team, Resisbnt Pv3kiLes 6 f. Themar-Tru FlberClessic and Smooth -Star Nominal 8&qO &quctNon-Impad&quot Opaque 12/312020 No Yes No N/A Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) FL820es1R3 Sete Entity or calk gat! Data P Wlod 20 Type Vemim ManntactursL Contact Endnesr a Lisrns Vaidated By Validated Submitted FOC Aponovail Astaeeed smtlla Revision 2017 Thema-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12/132017 12/13/2017 12212017 Pending FBC Approval Category: Exterior Doors (419) 298.1740 PE43409 (813) 767.6665 Subcategory: Swinging Exterior Door Assemblies rtlilvChwbldgcomueants. Compliance Method: Evaluation Report from a corn Florida Registered Architect or a Licensed Florida FU2es81R3 Produce Professional Engineer S Product Model. Number or Name Product Description Quality Assurance on Data Approved for lies Aoww InHVHZ outidoHVHZ od for Liu impact gehn Reakbm Pressure, 6 f. Therma-Tru Fiber -Classic and SmoothStar Nominal 88039;0 &quo;Non-ImpsctUuot Opaque 12/312021 No Yes No WA Composite Edge Fbergass Single Door balrta.4dmW (Inswing/Oubwing; X configuration) Florida Department of Business & Professional Regulation Prge+ofi Building Codes and Standards 1/52018 Product Approval Application Detail I7.4]i32�6! Code Entity or gee Ilk Dab PondM 20 jug Version kmnu/aewr, Cot" Enaln & Llama Validated By Validated submitted FBC Approved Agersrft Statue Revision 2017 Theme-Tm Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 1220/2017 09212017 12222017 Approved Category: Exterior Doom (419) 298-1740 Management Institute (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies ridcwChwbidliconsultants. Compliance Method: Cartildcation Mark or Listing com FL#15225R4 Products Qualltv Asatent Aonroved M Use Approved for Use Inestgt Desan All a Product Model. Number or Nam Product Deserhation Contract Expiation Data In MY Rdi g3IWde2AQS Resistant Pnuurs 5 e. &quotSmoom-SterBquot and &quat;Bwchmad by 6/8 and 8+0 Opaque and Glazed Fiberglass Door with 12131=1 No Yes No WA Thems-TnAquot and without Sideli es. inswing and Ouswirg Florida Department of Business & Professional Regulation page 1 a i Building Codes and Standards 1152018 Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Pape 1 of 2 1/Y1mm Fj�y1F 9"t rindw or Dam fmk L Illm Product Approval Application Detail FLOW"14t2 Tug Vamloh Manuhcuaar C ct Endnax a License Valdow By ValMabtl Submitted FBC Approval Approved ,$mbm _Q21111 E!]Y6Lor 2ok )fit Oda Pending QEm Revsicn 2017 Themes-Tm Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/152017 07/122017 10118=17 12/1212017 Approved mm Version MnnufacWw contact EMkessr a Lkenss Val ided. By Validated Submitted FBC Agamrat AFPnmYld sum Category: Exterior Doom (419) 298-1740 PE-43409 (313) 767-6555 Subcategory: Swinging Exterior Door Ass mobfin rldcwiilimlbldgwitsuram Ravbbn 21117 Thermo-7m Cs- orporation Rick Wright Lyndon F. Schmidt, RE Ryan J. King, P.E. 10/1S/E017 07/122017 10/182017 121122017 Approved Compliance Metlrod: Evaluation Report from a court Category: Exterior Doors (419) 296.1740 PE-43409 (813) 767-M5 Florida Registered Architect or a Licensed Florida subcategory; SMngdo Exterior D"Aeeembles ddcwarwbrdgsomubleds, Professional Engineer CompiMr Method: Evelaation Report from a porn Florida Registered Architect or a Lksnsed Florida FL#20167R2 Produda Professional Englnoer Ssu t Product Model Number or Name Product Description QmBBLAHYppfB AgotaYffi.mr U" Approved in XVX2 Outside ,for use HVHZ ImgOA pAewtom gltl04 pregum FIl2d61R2 Prodirete 9 I. Therma-Tm Fiber -Classic and Smooth -Star Nominal 68N39;8 &quotblon-ImpadBquot Glazed 12/31/2020 No Yes No WA SIlL Product Model. Number or Name Product t DBWAEO Galas A9YIlBfd S`e.4ntan ode Approved for Use Approyed In HVHZ Out" for Mao HvyZ 11, .. t pmdm Resistant Pressure Composite Edge Fiberglass Single Door (Irowig/ONswing; X configuration) 14 n. TMnna-Tru F1berCMask s ld Smooth -Star Nondnd 88t39;g 8quotNon &gWt Glazed +213121120 No Yea No WA Composite Edge Fiberglass Single Door (ImwinglOutswing; X configuration) FLa20461-R3 i@de EntWLsr no 20 Deft Pensli no 19020411114R3 Tug vemilon, manufacb~ Contact Erhelm, a Liaree Vaidabd av Validated automatics FBC Approval 22da Rim 2 0 d ate Revision 2017 Themma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 121132017 12/132017 12212017 PendFBC Approval jug Veralpa Muuhctuw � Enaiser&License VsklededBy V $Imm�d F13CApproval ApQrsygy am" Cambay: Exterior Omrs Swiping Exterior Door Assemblies (419) 29wbidge PE-43409 (813) 7874555 Revlalon 2017 Themna-TruCorpora9m Rick Wright Lyndon F. Schmitt, P.E. Ryan J. King, P.E. 12JI32017 12/132017 12212017 dig FBC Appn Compliarrw Method; Evaluation Report from a Comp lance, cokw@rwDW9morsukanta. corn Category: Exterior Donn (419) 298.1740 PE43409 (813) 7874555 Florida Registered Ardhked or a Licensed Fiords subcategory: Swindling Exterior Door Assemblies ndwrilithvlbidpconautarlta Professional Engirmear ComplWm Method: Evaluation Report from a porn Florida Registered Architect or a Licensed Florida FI.i20461R3 Produces Professional Englrmeer 229.1 Product Model. Number or Na— Product Description. a-K,Aepmng Contract EaWrahbn Dab A —ad for ltes Approved Ind Outerde .for lm! HVHZ IMP§d 2eloo p,[eadeym F1.82061413 Products Qualifier A— Approved for Un Ao ter Iles Inexact 9 I. Therma-ltu FiberCsssic and Smood-Ster Nominal 68#39;8 &quotNon-Irrpart&quot Glazed 121312021 No Yes No WA N Product Model Number or Memo Product o Cahmtraet ExpldWru Da le 1, HVHZ Qyu bme Qelpa t> Composite Edge Fiberglass Single Doors (Imwi g/Oubwig; X configuration) 14 n. TMms-Tru FberCWsic snd Smooth -Star Nominal B&M:O &gmrotNon-NpadBrProt Glazed 12/311=1 No -�Jj Yes No WA Composite Edge Fiberglass Sigi Door 8esroh Crlbds (Irowing/Outill X configuration) Florida Department of Business & Professional Regulation papa I of h Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 115=16 Building Codes and Standards 1/&W1e Product Approval Application Detail Product Approval Application Detail FLJHdI=-RA - FLs251412g Srgd! Entft or 2am gam Date peml da gem 22111111 EDQKs[ 201 dram Dab Pelklm Qom jug Version Manufactuma, Contact Enalnear&Lkeme Validated By Validated Sabmietl FBC Appr [ Approved sum, jug Version Manutectur, Contact Enpba,&License Validated By Validated Submitted FIIIQ Approval A,orw d ammm Revsin 2017 MI Windowsill Doors ersm surges Luis Roberto Lomas Stew. M. Urkh, PE 05/132017 08/112017 08/152017 10/10=17 Approved Revision 2017 PGT Indusul" Dean Ruark MIamFDade BCCO - CER MiamFDade BCCO - VAL 1220/2017 11282017 1225=17 Approved Category: Exterior Doom (717) 3853300 PE-62514 (717) 317-8454 Category: Exterior Dona (941) 488-0100 (788) 315-2590 SubCatai Sliding Exterior Door Assemblies bsi ingeramiwd.com Subcategory: Sliding Exterior Door Aseemblies dmark@pgtinduatnea,com Compass- Ma6hod: Evaluation Report from a Complimce Method; Certification Mark or Listing Florida Registered Architect or a Licensed Florida Professional EngWeer FL11251R211 Product for Uao Approved for Dap hapsact Dos FL#153324414 Products Sao s Product Modal. Number or Nam Que11N Auurama PLoduct,Qg9dOQ4B Contract Expiation Date Approved 1, HVNZ Out ids HVNZResistant and Presyrs Iona Prod aModel.Nubsr or Norma Quality AssureMe P ppyg SSSltmilt EaQ1an Date Approved for ties Aporovad InJABS Outside for Uu HVHZ Ineawe Resistant Dial P_ns 10 SG0.5570 (Large Missile Impact) Vinyl Sliding Glass Door 04/142021 Yes Yu Yes WA 5 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGO REINFORCED XXX 12/312018 No Yes No N/A 8esroh Criteria 143&quotxg88quot Florida Department of Business & Professional Regulation Page I al Florida Department of Business & Professional Regulation Paps i oil Building Codes and Standards 115=18 Building Codes and Standards 1/sm1a Product Approval Application Detail Product Approval Application Detail FILIM 1IEBp -q2dk Enft 21M gat& Date Plandkin 20 FL#15279RS _92sk Entity 21M 21M Dift Platillins, glte TM Version Manuf omen r Candpt Enaksa a Llama Validated By Validated gbmkbd FBC Approval Status TV" Vanlog Man if nituror contact Enolnaer a License Valltlabtl By Validated Submitted FBC Approval Apprged Iwo Revision 2017 Cli Budding Product Company Mark Westerfield Intertek Testing Services NA, Gary PWehW 112WM17 08/102017 12M5/2017 Approved Revision 2017 Clopsy Building Produce Company Mark Westerfield Intermk Testing Services NA, Gary PlushW 11r4=17 08/1012017 12M&2017 Approved Cim.SM: Exterior Doom (513) T70-6062 Inc. (513) 519-6566 Category: Exterior Doom (513) 770-6062 Inc. (513) 51 "566 ' S.bCasill Sectional Exterior Door Assemblies mwea1er8eldocipsy.com Subcategory: Sectional Exterior Door Assemblies mwestemeidodopsy.com ComplWrco Method: Certification Mark or Listing Compliance Method: Certlikatkc Med or Listing FL#15279R5 Products FLAril R6 Products QwOd Aesurarru Approved for Use Approved for us, Ira t DWm QuedHv Assurance Aoorotod for U,Apawad for that Impact aD W- sea Product Nodal. Number,Norm )II.RlY1S itwldammz Resistant PJgem set Prodrpt Notlel.Numb, or Norm P�m.Qnatlntlon on Data �y, In oubwo.lOGiZ Resistant pres-re 85 085 VA-09 PAN-2F153: 73, 75, 84A, 94, 42, 48, 428, 488, Steel Pan (min. 25 ga.) Sings -Car (up to 90' wide) 05/212028 No Yes No +38 PSFI-42 102 102 Wit-16 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Doubts -Car (912- to 187 05I212028 No Yes No +37 PSFl41 4RST, 6RST, GOSS. GR5S, AR5S, EDSS WINDCODE&#174; WB Garsge Door PSF 4RST, 6RST, GD5S, GR5S, ARSS, EDSS wide) WINDCODE&#174; W6 Garage Door PSF FLIMUMR4 Code mm Version tteullsolYrsl R.W. 2017 MI Windows and Doors Cambay: Exterior Doors Subcategory: Sliding Exterior Door Assemblies Compliance, Msticd: Evaluation Report from a Florida Registered Architect or a Licensed Florida Proleasbnal Engireer, FL#1633241114 Products S9pd Produce Model. Number or Name 3 SERIES 420 ALUMINUM SGD REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards+e Product Approval Application Detail papa I a+ FLi111332R4 Entity Qom IL sub Is"M RIM Skid Ii9omat Enamu�#.Lkames ValidatedB, )hlrsntW awmi tea FISCAgsennial Agmmtffi attars ]Yll Version emouhahrru Brem Sitfuger Luis Roberto Lomas Sewn M. Unch, PE 08/132017 08/712017 OW152017 10110/2017 Approved Revision 2017 MI Windows and Doors (717) 3653300 PE-62614 (717) 317-8454 Cebgay: Exteam r Doons bsungerQmiwd.com subcategory: Sliding Exwnor Door Assemblies Compllarco Method: Evaluation Report from a Florida Registered! Architect or ■ Lipnesd Florida FLiMS=-PA Professional Enabler Product Qud b2lwmu Produc1..QleQstlQII Cobalt ExWatlon Dab Approved for Use A—,d for U, in Outside R"Whard Prsugm Ant Product Model Number or Nun SERIES 420 ALUMINUM SGD REINFORCED OXO 12/312018 No Yu No WA 4 SERIES 420 ALUMINUM SW REINFORCED 1453/4&quokx98&quot Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#fe279-RS code En*, or 20 QLDab PenaM (gyp jml VeWon Srsodnt Englvexi.Llag! Validated.91 Validated Submitted FOC Apprsltat Approved Auda Revision 2017 Cbpay Building Products Company Mark Westerfield Iraedek Testing Services NA, Gary P(uehW 112WM17 08/102017 12/05/2017 Approved Category: Exterior Doom (513) 770-6052 Inc. (513) 5194566 SubCaball Sectional Exleda Door Assemblies mwesWfreMcdopay.00m Compliance, Method; Codification Mark or Lathing FLa1527941i5 Products QwBN Auurame Anchdri for use Approved for Use Impffi DOOM aeaa Product Ma dh miner or Nacre In HVHZ ouh ki, i Hasidim Prsegrs 37 037 WS-09 PAN-2F151; 84A, 94, 73. 75, 1500, 190, 76, Steel Pan (min. 25 ga.) Single -Car (up to SO' wkb) 05212028 No Yes No -30 PSF632 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE&#174; W5 Garage Door PSF 42S, 55S, GDSS, GD5SV, GRSS, GRSSV, AR58, ARSSV, ED6S, EDSSV Florida Department of Business & Professional Regulation Pape 1 at Building Codes and Standards 115=16 Product Approval Application Detail Florida Departmentf BusinessProfessional Regulation POW of 1 Florida Department Professional Regulation P.g �18 Building Coded Standards Building Cosies and Cods En�pLorr Daft 21M Dab Pandim 2ift Product Approval Application Detail Product Approval Application Detail jug Version Manuket contact Entities,& Liam. y■lkwo By V IW b d Suture FBQ Atagroyal Aperssed Am & Revision 2017 Thema-Ta Corporation Category: Exterior Doom Rik Wright Lyndon F. Schmidt P.E. (419) 2WI740 PE-43409 Ryan J. King, P.E. 10/182017 10/18M17 10222017 (813) 767-6555 12/722017 Approved FL#239426 FlJ15351RS aubCatepory: Swinging Exterior Door Assemblies rkiv®rwbidgconsutianta Code Enftw Data Dab Foraging Data Code Entity or Data Data Dab Parades Dow Compik— Method: Evaluation Report from a coin jug Version Mandwidt contact Enalaa,a Lk,— Validated By VIldbd Submitted FBC Ad-1 Agnmved aanrs' jug Version MonufacWrsL contact Enilinaer&Lkema Validated By Validated Submitted tBQ Agrsyol Appimhd ammm Florida Radiational Amhitect or a Licensed Florida Revision 20117 PGT industries Dean RoarkMIam4Dade BCCO-CER MIam4Dade BCCO-VAL 1220/2017 12/082017 1225I2017 Approved Revision 2017 MI WindowaaM Doors Start nt Sittngar Aricerchits n Adual Steven M. Urich, PE 01ro32018 01ro32018 Validated Professional Engineer Category: Windows (941) 488-0100 (786) 315-2590 Category: Windows (717) WS3300 Manufacturers Association (717) 317-8454 FLa76444111 Product Subcategory: Single Hung druerkdilipgendustries.com Subcategory: Horizontal Skier bsbing hilmewd.com ComplWres Method: Certification Mark or ListingComplWce Method: Certifcation Mark Or Listing Sea # Product Model. Nunes, or Name Product Dasuirl QuelW AuunMo Approved far Date Approved for the Contract Expiration Dow In HVHZ Outside HVHZ Ira a g ign Rwbbnt Pressua F1.123941ill25 Product F1.8153514t5 Products 1 a. &quotFberClassi8qud;, &quotSm x;thSY,&qua;, e&939;8 &quotlmpi ct&quot Glazed Fiberglass 12/312o21 No Yes Yes WA Amu ranu Approved for use Approvod for 1/se Ira t gpigui r GuelIN Auuranu Approved for Los A—.d M Ilse ). Wells, «aquotClaeaiCraR &quotCQuality Single Dora - (X) sawing or Ouwwirg Configuration 2222 Product Modet. Numberor Hams p LQtiadppon 4.ontLeotE&atrstlonWm 10.111Qt7. Z lesham P—, Sean Product Modet. NunWror Nacre Product¢veadmmn Qrlllbsa Expiation Dab In.MVlY. gJ Itetemnt Pressure RuskAwsakCaRBquot istlrBquot 7 SH-5500 (Large Missile Impact) Vinyl Single Hung Window 07I30/2020 Yes Yes Yes NIA 1 HIS 188 Fin and Flange Fame 73.62 Insulated Glass 02/16/2019 No Yes No 'W-65 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 or 1 11 11512015 Enft w item Io Dab PencKm its Contact Emsh— It Lk— Validated By Validated Awmiod FBIQ Auderanall A,,,,, l ammm Bent Sunder Less Roberto Lomas Stews M. Unch, PE =13=17 Bill 12017 08I152017 101102017 Approved (717) 3653300 PE-M14 (717) 317-8454 bsungeomiwd.com 9palitLAMYrsnce, Apolowd.for Use Am[med fair tme kooM Rrslan Product Description Contract Expiration IaNaS Q1Nke wng Bumam Ptmgrs SERIES 420 ALUMINUM SOD REINFORCED OX, 12/31=18 NO Yes No WA XO, XX 95aquotiewwot Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Vacs laic 11s2o1e COW Enft or 20 gem Iteasporl*w gam jtrg Version Manufacturer reoara6 EOalmser l.L,kBne V UdM d ore Mimi ad ate FBC DDIFI ul A,,r v d amt & Revision 2D17 Clopay Building Products Company Mark Westerfield Infenmk Tsedtsg Servcss NA, Gary Pkshlw i 12n2017 08/102017 121052017 Approved Category: Exterior own (513) 770.8082 Ind. (513) 51945M SuhC&%gM: Sectional Exterior Door Asesmbees mweetsnaeld@cbpay.txxn Comp" Method: Certification Mark or Listing FL115279R5 Product A9aoYe5 for lba A9oroved for Uao lanew Dwb, AlaE Product Dmrh3don EwBMM 2do In Oudiddis mYHZ fiddladiffill P- 53 053 WS-18 PAN.2F153: 84A, 94, 73, 76. ISM, 190, 4RST, Steel Pan (man. 25 gaJ folAkCar (9R- m 16'0' 05121=8 No Yea No s30 PSFl40 4RSF, 6RST, 6RSF, 48, 42. 55, 488, 428, 55S, GD5S, wide) WINDCODEN"74; WS Game Door PSF GDSSV, GRSS, GR5SV, AR58, AR5SV, EDSS, E06SV FLl,74pR3 990 LOS! V-1- Ll nuh W— Revston 2017 MI Wndows and Doors Cambay: Windows SubCabpory: Single Hung Compile a Mediod: CeN6ca5m Mark or Listing EUU 499R2 EM Mt MA Prodct Me", Muslim O'"na" 2 185 SH FLi Ike mm version Mom fbctu r Revision 2017 POT lodustrba category: Windows subcategory: Fixed Compliances Method: Certification Mark or Listing AMA 9 PW-5= (Large Msab fapam Florida Department of Business & Professional Regulation page 1 a t Building Codes and Standards Ir52ole Product Approval Application Detail Enft or 21M go Oda Fantasia Rera Curd Eogk—&Li— Vedlrbbd0, aWrstad FOCdoamul Astonished Maps BNpt sulrger Amenicrm Ardhlectral Steven M. With, PE 12rAM17 12/132017 Validated (717) 3653300 Monuwcture sAssatelbn (717) 3174454 beungm®nnawd.00m 9allasC.AlatBlrs'd APproLffimLin Aparaved for lte list DGWM Pro0.LIIvestlglmn gankRaKEWMI2020 In HIM Oukift HVHZ Battlaft Pi essurs 52x84 FWFmnge Frame IG15G Single Hung 1odd9=8 No Yu No +80/40 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail papal 111512018 Enm or 20 220 Dde Pastellist 20 contact EoaMxit.Liceoe VlAWm4Bu IAVA" lmbm M FOCA,,,M Aggrsvet Ah" Dun Ruark Marl -Dada BCCO-CER W..*D ft SCCO-VAL 121202017 12MBM17 1225=117 Approved (941) 4B6-01do (785) 315.2590 drarkQpgBndustram m OWKVAuurmw Abstained for lba Approved for Little knpm !tom Product Dwrh*mgnetgE 1a10ttz 2mmwal= fib Irlleagrs Vinyl Fixed Widow 04rsor202o Yu Yu Yes WA -6--a N N vi 0 a/ C6 ` OL ^' C- .�--a 0 N Q I Cn O 0 Q O O a)C 0 Chi U_ 0 .N L W 0 2 CL L ClioO CU CL -0.__ cn Q Z Z W J mcn cu -4-aaalf CD C: as CIO Cn 0 ICU L CL CU CL 0 CC V� V, V cW G a Z Z Q J a SHEET NO. PA 1.1 i.—I--T �� u.i. LI UJI1111, lit! 11': ILLon5Tin' lilltlr.: I.: tl.lA L 1,li.,! i.l,., I.A1 Iit, 111ll.I i I I I FLSI M3R3 Code has V9nlgn M-uf,,W Revision 2017 MI Windows and Doors Category: Windows subcategory: Mullions Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLe16353R3 Products soo l! Product Model. Number or No— s 5764 F1.911535343 TV" Version moodulatirm Revision 2D17 MI Widows and Doors Category: Windows Subcategory: Mullions Compliance MMhW: Evaluation Report from a Florida Registered Arch itsU or a licensed Florida Professional Engineer FLA115353R3 Products ae a Product Model. Number or Name 2 5764 Florida Department of Business & Professional Regulation Page I.( I Building Codes and Standards 1/+2018 Product Approval Application Detail Entity or Data Deb Dab Panting Deb Euudukreer& License Validated By Vallltatad $dlbirdttad PBC; Ati—1 Approved $LtaE Brant SBlinger Luis R Lomas, PE Steven M. Urich, PE 16Y232017 10/162017 10262017 12/12/2017 Approved (717) 36"300 PE-62514 (717) 317-6454 taitdnger(amiwd.com Quality Assurance Approved for Una Approved for this Imoodd Dssion ProductDesertouon Contract Expiration Dab In HVHZ Outside HVHZ Realsto Pressure Vertical Aluminum Mullion 1213112018 No Yea Yea WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail peels I a I 1152016 11 A Entity or Dpsg Daft Dab POMina DAg CeMect Ersainaer & License Valldabd By Validated S bmNaetl Pill Approval Morowd Ststln Brant Sldhger Luis R Lomas, PE Steven M. Urlch, PE W/23W17 10/162017 1D262017 12/122017 Approved (717) 36533D0 PE-62514 (717) 317-8454 blldngerromhvd.com Quality Assurance Aodeovad for llsa Approved for Use low Deakin Produst Description Contrast Exnlrstion Dste In HVHZ Outside Win Resistant Pressure Vertical Aluminum Mullion 12/312018 No Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs I off 1/awls FLa281R11 code EMNv w Dab Data Dab Pending Date Iyna Version ttaMdicmoi IiaDta6 EnaMar&Lioewe ValMabdBy ICaYdmd Submitted FOG Approval ApafMsd $tabta Revision 2017 PGT Industries Dean Ruad Miami -Dad. 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NuaMer der thaw Products n Quality Assurance CoOtnOLEE91otloa.�! Approved for Use, Aooroved brUes Imaxd lesion In HVHZ tiY♦Y Resistant Pressure 1 Mullions for All Doom and Windows Aluminum Mullions 0526/2021 Yes Yea Yea NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 II, I/5=18 FL913192R5 Cog Entili, or Data Dab Dm Pardus gg Ica! Vm1on MaglEaggBg SsrWdf Enpkser&Ucessa Vdidebdbe ya p Submitted FEIC Awrovel Aamsyed $taint Revision 2017 Jame Hardie Building Products, Inc. Pingsharg Zhu Ronald (.Odom John Southard, P.E. 05252017 Da(092017 08282017 10/1012D17 Approved Category: Panel Wads (909)349-2927 PE-24121 (352)367-2526 Subcategory: Sldlg pirgsheg..h.0ameshar Compliance Method: Evaluation Report from a dle.corn Florida Registered Architect or a Licensed Florida Professional Engineer FLA131924115 Products OuW& Aeanxe Aponsvold for the Anaroved for Use Imp&" aD a met Sao a Product Model. Number a canna Produe, Dwcrio dad CorMacL Emintlan Data In HVHZ Outside fly t Pressure 1 Cempbnk Lap Siding fiber-cemeM lap siding 12/312020 Yee Yea WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FLK3192R5 code Entilir or Dig Ddo Deb Pendants D� Iva! Version Iftnufflactu Dgebect Emrkrar A Llosnw Vdidsbd By Veld Submitted FOCAmmyW Approved $famm Raision 2017 James Hardie Building Products, Inc. PingMmg Zhu Ronald I.Ogawa John Southard, P.E. 08252017 OS/M017 08282017 101102017 Approved Category: Panel Wells (909) 340-2927 PE-24121 (352) 367-2528 SubCabpay: Sidkg plrgshengshui&jameahar Compliance Method: Evaluation Report from a db.com Florida Registered Arch iOept or a Licensed Florida Professional Engineer FL913192R5 Prnduueb QuaytyAsi nne— Approyed for Use Aporuved for Ues IIDQlfS !e!llois ae • Product Mold. Number or Norms Product OweriWal Contract Expiration 06% In HVHZ Doolittle NVNZ RrieeM Prssaun 1 Cempbnk Lap Siding 11bsr-cement lap siding 12/312020 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page 1 of i I 1/S2oie FLM311240 29M RO oft Dab lPending Iota mm Version IYDIdaSmIOL Santest Enakear&Lkones YJlldllmlih YattdtYd %&Mod FWApn®ul Ap9@Y9d to" Revision 2017 James Hardie Budding Products, Inc. Plopili g Zhu Ronald 1. ogaws John Soutard, P.E. 0826=17 08/09=17 05282017 10/102017 Approved cabgmy: Panel Waft (909) 349-2927 PE-24121 (352) 367-2526 Subcategory: Sldkg pkigdengshu@lameehar Compllnu Mvtmd: Evaluation Report from a dle.mm Florida Registered Architect a a Lkxmsed Florida Professional Engineer F1.e13192R5 Products Dmsefd D I n Sea # Product Model. Number a Nina Product Description contract Eaarom Deb [a HVHZ Goods HVHZRiles )ors 2 HardisPlank Lap Skiing fiMr-torrent lap siding 12/312020 Yee Yea WA WA Florida Department of Business & Professional Regulation Papa, a, Building Codes and Standards Product Approval Application Detail IYaa V11asa Mnuormunr corftd E vwdabdBy VaNdMad s FOCAparovot Approved $!uba Reviler 2017 James Hardie Bulli ins Products, Inc. Plegehag Zhu Ronald L Oga im John Southard, P.E. DB262017 081092017 0821=17 101102017 Approved Category: Panel Was (909) 349-2927 PE-24121 (352) 367-25M SuhCallegory: Siding pinglreng2hulittemeshm Compliance, Method: Ealustlon Report from db.mm Florida Reg dared Architect or a Licensed Florida Prof —tonal Engineer F1i13192R6 Pupducb Approved for Use Approved .for .Use Ilmest Denton lag Product Model. Wmaer, a Nines Product omno on SM Dow inHV1R Orulalde HVHZ Iww.nt Pressure 2 HardloPlank Lap Siding Isar -cement lap olding 120372020 Yea Yes WA WA Florida Department of Business & Professional Regulation Page 101 Building Codes and Standards 1/5/mla Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop 10 I 1rsmols Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.D.I oft 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap t al 116ao1e FLIMUT R2 FLa152724t2 FI11012441M ) CS4@ Erin La W� Data Data PaMina Date Cod. Entity or Dab Data Mb PaMiw Dail CCa4.a Fiat Data Dow Dde Pandba Data codlo EM or Od- 20 Dab Pending 21M Ivae Version Manufacturer Valldabdfar Yew Sulanklod FBCA-1 Aaaroved $lame Irg Vaaon Misoufacwor Sams Ewkraer&Llwesa Wildblood By validated automated PIBCA-1 Auctioned $tams LM Version Itamlfsclu C Ennkser&IJeaua VdkbWBr validated submittal FOC Aulargivid Apa®red $taps Iyaa Yerslsa ktmgdacluw 8tlnumt Enabm.:lJcerme VolldebdBr V submitted 13DAoadtml Accessed stubs R.W. 2017 Alslde Nick Thompson Lyndon F. Schmid, P.E. Ryan J. Kkg, P.E. 10/O4/2017 101032017 101112017 12A22017 Approved Revision 2017 Abdo Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King. P.E. 10/042017 10m32017 10/112017 12112QO17 Approved Revision 2017 GAF Michael Sash Robert Nismkren John W. Kne I h, PE 09272017 0920/2017 0=1112017 12/122017 Approved Revision 2017 TAMKO Willing Products, Irrc. Kerd Eden Zachary R. Pried Locks Bourdon 101192017 101,052017 1021=17 12/122017 Approved category: Panel Walls (330) 922-2389 PE43409 (813) 7676555 Category: Panel Wails (330) 922-2389 PE43409 (813) 767-6555 Category: Roofing (8W) 7663411 PE-59166 (954) 772-=4 Category: Roofing (417) 624.66" PE-74021 (334) 300-1800 SubCaa.pay: Solids nticmpson@aislde.mm Subcategory: Soffits mhompsonCeNlde.com SubCaepory: Asphalt Shingles metbh@gaf.cam subcategory: Urdeday—his kerrledan®tamko.com Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Compllerhce Method: Evaluation Report from a Compliance Mehod: Evaluation Report from Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Fbride Fonda Registered! Architect or a Licensed Florida Professional Engineer Professional Engineer Professlonel Engineer Professional Eegiwer FLa+23284t8 Products FLe15272R2 Products Quality Assurance Approved for Use A --ad for Use added Doolgg FLa152724t2 Products QINIIhfJAE urance Aoorovad for Use AxwW for Use IMRW jookgg FL010124420 Products Aoawatl for Ur ififigag Dodge Ouft Assurame, Ationstied for Aisoredid to Use ill= Cooled Sep♦ Product Model. Number or Name Product Description Contract Expiration Dora to Kv z Oubids HVHZ Resistant Pressure Sean Product Model. Number or New Product Desaidion ContractExpiration Dab in HVN2 owtsme Imot Pressure Ssae Product Model. Number or lWw Product Descripton Contras ExWnSon Was, in Oubkb HVHZ R"" ,Ilfrg,{I Product Model. Number or Nmw Product 0mddbn In HVHZ outdftmm tmsWbd EL!ffiIEa 1 a. &qua;2T&quo, Beira Vent o Solid Vinyl Soffit 12/312020 No Yes No NIA 2 b. &qua;Allbnm T4&quoF Soffit Vent or Solid Vinyl Soffit 12/312020 No Yes No N/A 1 GAF Asphalt Roof Shingle. Fiberglass reinforced 34ab, laminated, 54ab and 10202018 No Vas WA WA 6 No. 15 UL Asphalt saturated organic tat 011072010 Yes Yes WA WA hipRMge asphalt Shingles Crawls Search ClitorisSearch Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page l of I 1152018 Florida Department of Business & Professional Regulation pegs i of Building Codes and Standards 115=18 Product Approval Application Detail FL9189184R2 FLe169111R3 Code Entity or Dow Data Date Pending Dew Code EmNv or ,Do% Data Mb Pending Pang Iyga Version ptasuloctlo,L gpgogt EmIe�.A.LJes!>!o Validated By yam Submitted FBC Aopraval Aaanomd $table Ivan Version Manufacturer Srallladl Ewkwer&Lkewa Valldabd air Validated Submitted MAoprolfal AaQ[47Md $tams Revision 2017 L.V. Thompson, Inc. des Thompson ArchilecWnl Tony Chriebwn Zachary R. Priest Locke Bowden 10/102017 10/102017 10/172017 12/122017 Approved Revision 2D17 L.V. Thompson, Inc dba Thompson Architecture Tony Christman Zachary R. Pried Locke Bowden 10110 O17 10/102017 10/172017 12/122017 Approved Metals Company (TAMCO) (813) 2483456 PE-74021 (334) 300-1600 Metal. Company (TAMCO) (813) 2463456 PE-74021 (334) 300-1800 Category: Roofing lonytsgometakoo0ng-com Category: Roofing lonyllitgonebkoollng.com Subcategory: Roofing Acoessorles that are an SubCtegory: Roofing Accessories that are an Integral Part of the Roofing System Integral Part of the Rmfing System Compliance Method: Evaluation Report from a Compliance Method: Evaluations Report from a Florida Registered Archied or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer FLJHes18R2 Prodxta Professional Engineer FLa16918R2 Products Sao 9 Product Model. Number or Hama Quality Assurance Product Desedntion Context Expiration Dab Approved for Uss Acorove d for Use Imaa13 Dawk s, in HVHZ Outside HVHZ ResistantP gin Sao • Product Model. Number or Name 91aagLA@a(i0ce Aporew.ed for Use Aconaved for Ues Ins ad Deatan Product Desd:ddimr Conoaet Fsolre8en Mt' In NVN2 Outside NVI¢ R�ggt prowismis 1 TAMOO Fiat Top OS -Ridge Vent with Baffle for Tlb 26 ga. stalk roof ventilator with bane O9109/2026 Yea Yes WA N/A 2 TAMCO Gooseneck Vent 26 ga. 09/09/2026 No Yes WA-0/62.5 Florida Department of Business & Professional Regulation page I aI Building Codes and Standards 1/5/m18 Product Approval Application Detail FLMGBOR1 Code Entity or Dab Data Data Pending DData, Ivnt Version ManutafmlM Contact Eminesr&Lkvnae Validated By Validated Submitted FBC Aporoval Apgrinn;d status Revedon 2017 Florida Metal Products Inc. Clad Jones James L. Bucker, P.E.@ Michael John Riemer, 10/252017 10/052017 10272017 12/122017 Approved Category: Roofing (904) 7836100 CBUCK Engineering P.E. Sub(tabigory: Roofing Accessories that are an diet—co.com PE-31242 (561) 414.7557 Integral Part ame Roofing System Colipliancs Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL/21550-R1 Products Quality AsaurmraeA-roved for nmov Asd for We Impact DesdgD $eaa I Product Model. Number or Name Product Deriali in COMrxt E:oir t. Deb In ItVXZ Outside HVIIZ Resistant Pressure 3 3-FLAMCO&qupt;RV 10 Ridge Ventliquol; Aluminum Ridge Vents for pitched roofs fabricated 12/312020 No Yee No N/A from 0.025-Aluminum FuH72024R3 Cods IYPP Vinton Manufacturer Revison ZD17 Lomanm, Inc Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Adchited or a Licensed Florida Professional Engh eer FL217202A3 Product, Sena Product Model. Number a Name i Deck-Ae" DA4 Florida Department of Business & Professional Regulation P.O. I of I Building Codes and Standards 1/5018 Product Approval Application Detail Enter a Data Dab Mb WMi- Data Somata! Enptnesr & Licawe VaildOW By Validated Submitted FEW A --I Apprtaod $Lars Andrew Carter James L. Buckner, P.E. Steven M. Urkh, PE 121182017 Re -Apply (501) 9826511 PE31242 (717) 317-8454 amrbr@bmanm.corn Quality Assurance Aoawed for Live Ancovod for Use Implfd Deaden Product Description Contract Expiration Data In HVHZ Outside MVe¢ Resistant Prauure Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No-97.51-97.5 Mechanically Attached to Plywood Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL9f6918R3 Cafe It:ndty or mm Version Manufacturer Contact Enekwr & Lkaws Vdkblad By Reviakn 2017 L.V. Thompson, Inc. dba Thompson Ar hilwobal Tony Christman Zachary R. Pdeat Lode Bowdon Metals Company (TAMCO) (813) 2483456 PE-74021 (334) 300-1800 Category: Roofing tony@gornaokoofeg.com Subcategory: Roofing Accessories that are an Integral Part ame Roofing System Compliance Method: Evaluation Report from ■ Florida Registered Architect or a Limited Florida Professional Engineer FLa1a,BR2 Products Page I Of I trawls Do" Data Dab Pandlnn Deta ICaIWmed Submittal! DB.AppmJol Approved 4tamaL 1011orniT 10/102017 10/172017 12/122017 Approved Quaft,Am,— Acerwed for Use Atmroued.for Iht IMaoidt Design 2211 Product Model. Number a lone Product Description comma FsWoolsoData laOuthicle HVHZ Resistant Pressure 3 TAMCO OR -Ridge Rom Vent with Balls 25 ga. ebtic roar ventilator with integrated haft 09AW026 Yea Yea WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape al 115=1 a FLA784MIl gob Enter M DOW Dag gab Pending 21A mm Version MapldagalLg contact Erick— &Lkana Validated By Validated $ ,Rbd FOG Approval Approved $a1M Revision 2017 Bored Roofing / MonbrtikMe Thomas Ji mmett IAPMO Unthorm Evaluation Gary W. Warder 10/182017 100=017 100212017 Approved Category: Roofing (002) 289-2288 Services LLC. (205) 854-0160 subcategory: Roofing Tlba thomse.lemw9@boral.m Compliance Matlmd: Evaluation Report from a m Product Evaluation Entity F1.078494111 Produete Saa# Product Motlet. NuMeror Name Product Desedmbn OuaftAssurance Ationm!ffifor .Use Apmm!ffilmSWee IMpadt Dow- Contract Expiration Data In HVHZ Outside HVHZ Resistant Pressure 27 Villa 900 Medium Profile - Denver t0104/2018 No Yes WA WA ,S"Mb.seuda Florida Department of Business & Professional Regulation Peg. I of I Building Codes and Standards 115=18 Product Approval Application Detail FLetUIM Sleds Ent*Lor go no JetaP9B.Ba Data mm Vml- tlatud,,Wrs[ Contact E,,h—&Lk— validated By V Nd bd Submitted P1lSiApp®ol AD rod a & R066kin 2017 L.V. Thompson, Inc. dbe Thompson Architectural Tory ChdW— Z." R. Pdost Look. Bowden 10/182017 18f102017 101172017 1211=017 Approved Metals Company (TAMCO) (813) 2464456 PE-74021 (334) 300-1800 Category: Roofing tmy@gawla rooMg.can SubCtegory: Rooting Accessories But ade on, Integral Pad of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Archil or a Licensed Florida Professional Engineer Quaker A— AppHred.for Use Aponowed.for Use kill= Ieaim AMI Product Model. Number or Moms Product Dnedobw Conizoat Essibraltion DOW inIItVfS Deal i RMWant Plestllo 4 TAMCO Raid Top Oh -Ridge VSM with B91ae for Tit 25 go. stalk race( ventlWa with bleb oace2826 Yes Yes WA WA Florida Department of Business & Professional Regulation papa l a 1 Building Codes and Standards Ilvmle Product Approval Application Detail FLi784La11 LM Vibe Mlaukd,— Corded EDpWa[a.Lh— velkkW0, Vagdbd submitted FDICAsaraol Aso,-W AMR Revision 2017 Boral Rooting / MonbrlilelM Thomas Jwm-ft IAPMO Undo rn Evaluation Gary W. Water 10/182017 10100=17 10212017 Approved Category: Rttofing (802) 200-2288 Sorvkes LLC. (205) 854-0160 BubCabgory: Roofing Tres Uhomseiemrae@bord.m oaoplkn Matted: Evaluation Report from a m Product Evaluation Entity Laid kill" ei $eaR Product Model. Nrnheror it, D I Pressure 28 VDa 9W Medium Profile - Lake Wass, FL 10104/2018 No Yea WA WA search Cdii, Florida Department of Business & Professional Regulation pap I Of I Florida Department of Business & Professional Regulation Page I Of I Florida Department of Business & Professional Regulation Pup 1 Of I Florida Department of Business & Professional Regulation Paw I at Building Codes and Standards 1/62018 Building Codes and Standards 1/52018 Building Codes and Standards +/Santo Building Codes and Standards 1/5/m18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail yLe7a49R„ FLin4MlI FL[7NHt17 FL#f$081.1 Scglk Iva! Version lespufactu Erntb or pieta Dag barb Panchen Sraldtadl Enakeor&Lot— Validated By ValmWd $lmmitted FOC Approval go ApmID(ed $taYs Coo- 11M Version JaNYlfdmirer t--n Ca Deb Data Mb Pandlna C. EwkwrE ueeas VaIkW1 dBy Validated Submitted FBC AD!>rolal 291 Approved Vegas code Iva! Vmlaa INmltactu Enter or Does Data DW& Portland '$dja9t Enaksar&Lkerw Ytulbaar Validated $dmatted PICA-111 RO Apionwed $Wine geed! Ives Vmtan 11fipubalig [ Eivay W 21 ft tea Dab PwxlrA Saittadt Enab It Lies Vmfidl ffd Ydddrled $!liallialf talFAwrgval Ra AooDa.d Efamm R.bW 2017 Borst Roofing IMopivrLibtib Category: Roofing Subcategory: Rmfing Ties Thomas Jammed IAPMO Undlorm Evaluation Gary W. Water 10/182017 I(I l 017 (602) 269-2288 Servlmm LLC. (205) 854-0160 Bomas.IemmeMbomi.m 1021/2017 Approved Revbbn 2017 Bored Roofing IMcnisdifeae Category: Roofing SubCotogory: Roofing Tiles Thomas Jammed: IAPMO Uniform Evaluation Gary W. Warder 10/1a2017 10MM017 (602) 289-2288 Services LLC. (205) 864-0160 momas.lo meH@bonl.m 10/212017 Approved R-ebn 2017 Bonet Roofing I ManWdifetde Category: Rotting SubCategory: Roofing Tiles Thames Jemme t UIPMO Uniform Evaluation Gary W. Worker 10/1a2017 1008/2017 (602) 269-2288 Services LLC. (205) 854-0160 moma.JammeB@b—Leo 10212017 Approved Revision 2017 Bore Roofleg /Monbdlfetia Category: R-fog SubCaeapory: Roofing Tibor Thomam Jammed IAPMO Unilorm Evaluation Garry W. Wafter 10/18=17 10A*MI7 (802) 200-2288 Service LLC. (205) 85/-0160 tMmse)ommatl@hon ca, 10212017 Approved Compliance Mated: Evaluation Report from a m Compliance Method: Evaluation Report from a m Compliance Mbdod: Evaluation Report from a m Compli.— Method: Evaluation Report from a ran Product Evaluation Entity F1.97340R1, Products FLAaBR„ Pratlueb Product Evaluation Entry Product Evaluation Ed* FLti/a9.R11 Prnduels Product Evaluation Ell* FLe7849R„ Prodrrute Ant Product Model. Number or Name QWpmLAesprsOF! Aooroved for Use Approved for Use Product Descried— Contract Expiration Data In Hv lZ ouade HVH2 Impact leelan Resistant Preaesno 2291 Product hold. Number a Name 9Wa0LAsWmpgl AnorovedfarU- A-mviadfor U- Product Description Combed Emlr odon Dab In H Outskb HVFQ. IMRWA leatan gnbu Pleasure Sao a Product Model. Nu mbor or Nam IZIMBhCAesmpfB Aegroved,for U ApproveritJtu Product Descriodon Contract Expiration„Qm of HVHZ Outside HVHZ Impact gul, Resistant proaauo $gt Product Model. Number or Noma g{aBOLAaMtta0es Aoo,,dfor Staa A,,r,ed.TOLYM Data 1, HVHZ Oull IM90 glow Rookilard P—re 16 Saxony 9110 Flat profile - RL.Ho, CA 10/04/2018 No Yes WA N/A 17 Saxony 900 - Country Slate, Hartford Slab, Shake, Slate, Flat Profile - Stockton, CA 10/042018 No Yea WA NIA 18 Saxony 900 -Country Slate, Shake &amp; Siate Flat Profits.- Henderson, NV 101042018 No Yea WA WA 19 Saxo ly 900 -Country Slab, Shake, Slob &amp; Split Flat Pm%- Lake Watt, FL 10I042016 No Ya WA WA Split Old English Thatch Shake search CrBaria search CrLtaris �e Cn N C6 � N � �--a U L Q O 2 .0) cu U CD Ito = (Q C)O CU (n O O Q C W Q OLL C LO j •W —0 Cn E '�� O �— —0 '0 — VJ Q Q z z W J Cn u� CU -1--j (D C) C: i L) Cn -tf (3) ICU O L c U O 0 V U) V m W Q Z Z Q ^J SHEET NO. PA 1.2 - I , I . I lit 1,.. -ti, Jail uLi .i;19:l IIIT-� I�----- �7E—i FL#7849R11 mm Vm19a MmufactL~ Revision 2017 Boml Roofing / MonierLRrrtlk Category: Roofing Subcategory: Roofing Tiles Compliance MoNod: Evaluation Report from a Product Evaluation Entity FL97849-R11 Products 1$pt Product Model. Number or Nana 20 Saxony 900 - Shake &amp; Slate Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I trawls FL#1511178-R& Entity or Dim Dow Dab Potation Qp(p GOO Contact Epplrrer&Llearues VrMabtl By Val Submitted FBC Approval App[4Yed Status MyM Version Matnulacrtu Thomas Jammed IAPMO Undom Evaluation Gary W. Welker 10/182017 10/06=17 10212017 Approved Revision 2017 Global Protection Products, LLC. (602) 269-2288 Servioss LLC. (205) 854-0100 Call Shutters thormai jemme tt@boml.co Subcategory: Storm Panab m Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florkle Professional Engineer OMIIty Assurance Approved for Use Approved for Use IM229 D"IM FLY76o7s-R8 ProdLmts Product D-rhidpp Contract ExpirationIO.kiLtlZ OubWs HVHZ Resistant &- Flat Profite - Lathrop, CA 101042018 No Yes WA N/A sea # Product Model. Number or Nam 1 20 Gage Galvanized Sleet Storm PsneISMVHZ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 of 1 115WI8 ls,ltlfPlM 220 Emill, lick Zak Dow prandipp !ak mm Version Manufacturer contact Enalnssr & uurw V dkabd By Valltlabd Submit! FBC Approval Approved states Revbbn 2017 nW Building Components Croup Ino. Stuad Lewis ICC Evaluation Service, LLC William M. Renton, PE 09/19/2017 09M72017 09/212017 Approved Cate": Structural Components (847) 918-0473 (407) 681-1917 Subcategory: Trues Plates slswlsealpineltw.mm Compliance Method: Evaluation Report from a Product Evaluation Entity FL919994t6 Produeb agd Product Model. Number or Naves Quality Assurance Approved for Use Approved for Use Product Desecirl in Dab IstiytR, Oub" HVHZ impact RnlekpD DaaIM prgwurs 1 ITW BCG/Alpine Higher Strength (H &amp; S) Metal Connector Pus 12/312022 Yes Yes WA N/A FL#2197Rs code 11011 Version tkmdacturer Revision 2017 lull Industries, Inc. Caeegay: Structural Components subcategory: Teas Plates Compliance Mail Evaluation Report from a Product Evaluation Entity FL#21974t$ Products Sep# Product Model. Number or Name 1 M18SHS Florida Department of Business & Professional Regulation Page 1 or, Building Codes and Standards 115mia Product Approval Application Detail Entity Doe new Dab Paedlpp Deb contact Tawtaor&tdeMm Validated By YNIWl9l Submitted EB4.AO -1 Approved Status David Wen ICC Evaluation Service, LLC ICC Evaluation Service, 10/192017 1OM92017 10/222017 Approved (314)851-7480 LLC. dwmt@mii.mm 1201) 599.9800 Qual. L.AsslafOfB Approved for Use Approved far Use imRW Deal- ProductDescrip6M Contract Expiration Date inout"out"HVHZ Resistant Pars 18 ga. super high strength Wes connector plate 01/012023 Yes Yes WA N/A FL#14$B$@ dal 11012 Version Nanuhe+uror Revision 2017 ITW Building Components Group Inc. Category: Structural Components Subcategory: Trues Plans compliance Method: Evaluation Report from a Product Evaluation Entity FL#19994s Producta Sacs Product Model. Number or Name 2 ITW BCG/Alpine Hinge Plate Florida Department of Business & Professional Regulation page 1 of I Building Codes and Standards iffimia Product Approval Application Detail FL#15o76Rs Earl Dab Data Data Reaction Data code Contact Enalnser & License Validated By Veil Sub lftd FBC A ➢[ I A,,r y d St b. IYap V-19D Nk.Uf gpltlL Tun Robinson Walter A. THIN Jr., P.E. John W. Kr see vich, PE 09/052017 08/31/2017 09/11/2017 12/122017 Approved Revision 2017 Global Protection Products, LLC. (954) 689-7545 PE-44167 (954) 772-6224 Category: Shutters tim.robinsontilIgpPent.com Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FASIOOTa4t8 Products Quality Assurance Approved for Use Approved for this impact Deei(k Product Descrlpppp Contract L.xolrelbn Deb in HVFI Out" NVNZ B}Meg(({ Pressures 12o t Product Model. Number w Now Cormgsted Galvanized Steel Storm Panels retained 12/312019 Yes Yes Yes N/A 2 24 Gage Galvanized Steel Storm Pensla/FIHVHZ or not by hocks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 115=18 Entity Pak 2ek 1kkPgtlkp 21% Fltf"9Atfl 9e99 Comm tp Enolne- & Lic.- VMMaba By ValkWW Submitted FBC Approved A-gq &win jygg Version Mmukwww Stuart Lewis ICC Evaluation Service, LLC Wiliam M. Ranieri, PE 0911912017 09 0 17 OW12017 Approved Revision 2017 ITW Building Components Group Inc. (847) 91"473 (407) 681-1917 Category: Structural Components slowhCaipdnedw.mm Subcategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#i9994t6 Produeb Quality Assurance Product Description CaMroct ExoIndon Dab Approved for 1, HVHZ Una Approved for the outside,tiY,yZ Impact Duim Resishe Pressure, Sao • Propuet Morsel. Nunher If Nam Metal Connector Plate 12/31/2022 Yes Yes WA WA 3 nW BCGIAIpine Tmbx ISearch Cribselle9� Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pyre 1 oil 115=18 FMI97-M Fl#21974[8 Code for Data Do% Dab Patch- _D& Coda MyM Version tNmdiodursr convct Eppinesra 1.1- VrM.ted ey Va1111aM1 auto F13C A-1 Approved am& MIm Version Madlldectu Revsm 2017 Mnek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 10/19/2017 10/19=17 10222017 Approved Revision 2017 MITek Induapie s, Inc Category: Strudrund Components (314) 951-7480 LLC. Calaeory: Structural Components subcategory: Tress Plats dwertilimii.mm (205) 599-MM subcategory: Truss Pass Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Product Evaluation Entity Product Evaluation Entity P1,02197Rs Products DaeapgrAtsura014 Approved for Use A-sd far use IM2Ml DoWm PL#21974L8 Productb 1182.1 Product Model. Number or Name Product Description Contact Expiration Dab ilLt0?1Z Outlets tlVllZ Reelista Pressure ANA Product Mall. Numberor Name 2 Mil 16. 16 ga. truss connector plate 01101=3 Yes Yes WA N/A 3 111 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pope I of I II5r2ole Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detati pagelpil 11 115=18 E,W . IWe Dick Data Reading Data Bit rioll! Eoft or !ad Dick Dd@PMKNM Bak 4pmagt E Ineor&Ldranse vrldetwBy Yam SubmNbd FOCApp®7l Appexed Reach DYM Version MaDldkgkmr Contact EnomwaLka YAROMM L Yoldod Awmiled FBC Approval App®rsd AN& Tan Robinson WaBerA. TaR Jn, P.E. John W. Knezevich, PE 09M812017 O5/31,2017 09/11/2017 12/122017 Approved R.M. 2017 All American Shul onr and Glass Mks Belbten Frank L. Bere eNo, P.E Troy Bishop, P.E. 10202017 Re -Apply (954) 689-7545 PE44167 (954) 772-6224 Category: Shuders (561) 712-OW PE-004650 (964) 947-0860 tkn.robinsenQgppentoom subcategory: Stone Panels in kabQallamericamhulb Complance Method: Evaluation Report from a rs.mm Florida Registered Architect ora Licensed Florida Professional Enge ser FLSIM9.R1 Products Ortality Assurance Approved for Use Approved for title Impact Dooken Product DsscrI290 Contract Expiration Deb In fF Outside HVHZ Roshlt Pars all Product Model. Number or Names Product„ owns, Asauursnco Approved for Bee Ue Imam DOlpp In Outside III JAR l'[ Corrugated Galvanized Steel Storm Panes mslned 12J312019 NO Yes Yes WA 1 22ga &amp; 24ge Galvaid ad Steel Stem Panes 229a &amp; 249e Galvanized Steel Storm Prams 121312018 No Yes Yes WA or not by backs to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 I/SM18 Florida Department of Business & Professional Regulation Builcri fg Codes and Standards Product Approval Application Detail PaII II laws ELEItE k EBtav lick 20 Dab tick -920 Entitle or 20 20 DkkPfndipp tick Como! Enainew&Lk- vrMatadBy V Jkt t d 3g4makd FBC Approve Atamm4 Saba tied Version LUn Contact EDainsor&Llfdrest Validated! OW V 311QmEk9 FBCAMsalml Approved 3kbk Sued Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 09/19=17 091072017 09212017 Approved Revision 2017 ITW Building Components Group lac. Stuart Lewis ICC; Evaluation Service, LLC VWbm M. Real PE ON19=17 0910712017 0912112D17 Approved (947) 918-6473 (407) 681-1917 Calapory: Structural Components (847) 218-6473 (407) 681-1917 sbwte@alpinefiw.mm SubCMopay: Tram Plabe aNwio@alphethy.mm Complance Method: Evaluation Report rrom a Product Evaluation Entity FUM9M4t6 Produeb Quality Assurance Approves for Use ADorOyed for Uaa Impact Dookin Appeared for Use Approved for Unto liesact lkolon ProductDingdMlpp In HVHZ out" RhftM Provisions 3ga Product Medel.Number wNsme Product Descritilloo Contract Expiration Dab InHIVHZ Oulleddis HIVMZ Btl>stut Ptsessurs Metal Connector Pus 12/31/2022 Yes Yea WA WA 4 I7W BCGIAyhe Wave Mott Connector Plate 12/31r= Yes Yea WA WA B"Mh Creole Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail "petal II troll EEn pre 0-0 Des Perinea eta Enalroer & License Validated By Ya1tlMed Submitted FISCApptmW AppLgyed Meet David Wert IOC Evaluation Service, LLC ICC Evaluation Service, 1011 WM17 1011V M17 101`2=17 Approved (314) 851-7480 LLC. dwarliliimii.mm (205) 599-NW Oualls Assu once Approved for use Approved for Ise impegt Dedrm Product Description Contract Expiration Data iakORli outside HVhIZ Restated Pressure 18 ga. high strength truss connector plae 01/0i=3 Yes Yes WA WA Florida Department of Business & Professional Regulation Pape 1 of I Building Codes and Standards 115=18 Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I oft +a E i I Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards varmla Product Approval Application Detail FL#2197Rs FLeee274Re Ft#S&27As Coda Enft or Dab Deb Dab Pending Data coda EmM or 20 Date Dab PaMlm tak Coo Entb or toe Dab Dow pereding laic 10111 vemlon Nknufactu Spoltag! 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Category: Structural Components (253) 91 (608) 839-1344 Coat!": Structural Components (253) 924.6476 (608) 839.1344 Subcategory: Trust Pisa. dweruCmli.com (205) 5WO800 Subcategory: Engineered Lumber Robed.Baldwiniiiweyema SubCrogay: Engineered Lumber Robert.8adwineweyertu Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a eueer.mm - Compliance Mallod: Evaluation Report from a eueer.mm F1.02197iM Fredueb Product Evaluation Entity Product Evaluation Entity PLa9527Rt Prpdppb Product Evaluation Entity Fl#Ba27R8 Protlucb All" Product Model. Number or Name Quality Assurance Approved for laa Approved for Use IM219 Deal- PIed18d.Qlrscd�Cerained Explhater Data 1, HVIAZ omede tbw tkeDskm P[! , 3ed1 Product MaW. Number or Name Ouselity Assurance Approved for Use Approved for Use Product D ..tiptlm CMtactExpiration Dab I0MIQIZ Oulaids HVHZ IMQW 21" Roohdwt Praapprs 3laa Product Model. Nunher or Name DIYIK, AYIra- Approved for Una Approved for Ilse IM= 21" 5 MT2DHS 20 ga. high strength truss connector plate OiM12023 Yea Yes WA N/A 1 Mirollam LVL Laminated Vmser Lumber 033112019 No Yes WA WA 2 Parallam PSL Parallel Stand Lumber 03/312019 No Yes WA WA 12ugLqdkuk Search Cribrle search Criteria Florida Department of Business & Professional Regulation Pape 1 of, Building Codes and Standards 1/smis Product Approval Application Detail FLa85274M Srsda Eaft laic 20 Dow Pending Data MJfM. Version Manuseuror Contact Epplruar&License Validated By Validated Submitted FBC Approval Approved St" Revision 2017 Weyerhaeuser Rob B iltlwin IC'C Evaluation Service, LLC James A. Rothman, P.E. 06222017 OSQ4,2017 071032017 Approved Category: Structural Components (263) 924-6476 (608) 339-1344 Subcategory: Engineered Lumber Roble! 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Number, or Name Product DOWA Contract Expiration Dab In HlVHZ oubews RniftM Prsaatl e 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/312019 No Yes WA WA board Rim Board Florida Department of Business & Professional Regulation Pop I of i Building Codes and Standards 1/52018 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of I Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards I/Smis Building Codes and Standards 1152018 Product Approval Application Detail Product Approval Application Detail FL#158R10 Code Entityo Mb Date Dab Pending Do- F1.01774418 Doee Entity o Dab Dab Dab Prrdino Dire MYM Varelon BMDufactu contact Engineer &Lt-- VrMess By Validated Submitted FBC Approved Approved stu, Maas ILBaWD Ma..fia iQ[ Contact Englraar&Llcerae Vraabd By Validated Submitted FBC Approval A -ad $MaLL Revision 2017 CAST-CRETE USA, Inc. Craig Fortin Msmi-Dade UCCO - CER Msm'i-Dade BCCO - VAL 11/142017 10/182017 11212017 Approved Revision 2017 Commercial Concrete Products3m, Robert Gills THUYH. HUYNH John Noy 10/142017 10113MO17 102=017 12/122017 Approved Category: Structural Components (813) 6214641 (786) 315-2590 Category: Structural Components (813) 659J707 PE-80122 (352) 588-5311 SubCrogory: Products introduced as a Result of cparrinoCgstcreb.mm Subcategory: Products Introduced as a Result of precastgatortiliyahoo.mm New Technology New Technology Compllarwa Method: Certification Mark or Listing Complance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#158R19 Products Professional E gineser age Product Model. Number or NarhM Quality Assurance Approved for On Approved jar Use impact Deakp Product Description Contract Expir{Mon Dab in HV Z Out" HVHZ RssDsMm P-, FL87774R&Produds 1 High Strength Concrete Lintels 4, 6, 8, and 12 Inch wide lintels 09/11/2018 Yea Yes WA N/A $ape Product Model. Number or Name Obui Au,- Product Description Contract Expiration Dab Approved for Use Approved for Uso lamw Jkpipp M In FIZ Outside HVHZ R"iekpt P-, 1 Quality Precast or Commercial Concrete Products Proceed and Prestressed Concrete Lintels OSQ52024 No Yes WA NIA Saeroh Cdlurhe Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 2 L 2!D19 FL#2197R8 nit Ymis, Man rimmm Revision 2017 Mrrek Industries, Inc. Cabpory: Structural Components SubCrsgay: Truss Plana Compancea MaBad: Evaluation Report from a Product Evaluation Entity ni21974t8 Product, Inc! Product Mall. Number or Mama 4 MT20 Florida Department of Business & Professional Regulation page 1 a l Building Codes and Standards +rsrm+a Product Approval Application Detall Enft or, Data Dew Dab Perdu DOW SrsaMd PadltMarftLk- V Md bd8, Yddied BYhmftil FIND Acclaimed App®Md 3k4M David Wart ICC Evaha+bn Servk:e, LLC ICC EvoluroW Service, 10I792017 10/19=17 la222017 Approved (314)951-7480 LLC. dwerlr@mti.mm (205) 599.9000 Ascertained for use Antoci forUss braid D"M Pmvdd Doocrhtm Contrad ExpirationDohr in outw&mm Rosibe!!mS Puappm 20 go. piss connector plate 01/012023 Yes Yes WA WA Florida Department of Business & Professional Regulation Pegs Building Codes and Standards 1/52018 Product Approval Application Detail Fl#66274ie RM Easier or Oak Dick Dab Pandipp 21h mm Version Numdogum Contact Eppke r&Licar- Vrkiaem xNEdMed 3pamWad FBSdoproyMl AppDaad Ahma Revalon 2017 Weryemesuser Rob Baldwin ICC Evaluation Service, LLC James A Rothman, P.E 06222017 0562002017 071032017 Approved Category: Structural Componsms (253) 924-6476 (608) 839-1344 aubCateaay: Engineered Lumber RobenBakhWn®wayema Compliance Method: Evaluation Ripon from a eeser.mm Product Evaluation Entity FL#882742a Products gooLaumm Ascertained to, U, Approved for ika kill" Dkee ffi! Product Mixed. Number or Name Product Description contrast Expiration b 1, HVHZ Oubdide HVHZ t P- 3 ThBerSMnd LSL Lamin&bd Stand Lumber 0=12019 No Yes WA WA Search C sled. s � � Se # Product Model. Number or Name More Ely or DataData DataPend a Date 18 26 Ga. Gunpea, Tv.. Version Manufacturer Contact Engineer & Lrcense Validated By Validated Submitted FBC A royal Approved Status 19 26 Ga. GUIfPBR Revision 2017 Gulf Coast Supply & Menufectunng. LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 101122017 101101'2017 10/1 M2017 12/122017 Approved Category: Roofing (352) 498-0776 PE-75519 1334) 300-1800 20 26 Ga. GuIfPBR Subcategory: Metal Roofing Inio(ggwfcwstsupply.com Compliance Method: Evaluation Repot from a 21 26 Ge. GulfRib Florida Registered Arehitca or a Licensed Florida Professional Engineer 22 26 Ga. GuIfRlb FLs11 B514'23Prgtlucls 23 26 Ga. GulfRib Quality Assurance Approved for Use Approved for Use Impact Deeper 24 26 Ga. GUI(l Sea# Product Model. Number or Name Produd Description Comrao Expiration Date In HVHZ outside HVHL Restetent Pressure 1 0 032&quot Aluminum 5V Crimp Min 0.932&qua; 5 V Crimp Mumma um Roof Panel 04/1212024 No Yes WA +NfAl 25 29 Ge. GulfRib er 15/32&quota Plywood -108.5PSF 2 0.032&quol; Aluminum Gulf Lok Mn 0.032&quot: Aluminum Gulf Lok 168Wot: Wide 04/122024 No Yes NIA +N1A/ 26 29 Ga. Gulfil Roof Panel over 15:32&quol; Plywood -110.OPSF 3 1&quo1; 24ge. Gulf Snap 1&qua; Gulf Snap 24 Ga. 178quot wide Roof Panel 04/122024 Yes Yes NIA +N/A/-131.0PS 27 29 Ga. GUIfRIb war 15/32&quota Plywood 4 1&quo1; 24ge. VersaLoc 1&qud: VersaLoc 24ge 16.5&qud: Wide Roof Panel 04/122024 Yes Yes NIA +NIAI 28 29 Ga. GUI1Rib veer 1N32&quot: Plywood -138.5PSF 5 1&quot'. VersaLoc.032&qua; Aluminum 1&quo; VersaLoc min.032&qua: Aluminum over 04/122024 Yes Yes NIA .NJA1 15/328,quot: Plywood -101.OPSF 6 1.5&quot 24ge, Gulf Snap 1.5&qu,t'. Gulf Snap 24ga. 16&quota Wide Roof 04/122024 Yes Yes NIA +H/A) Panel veer 15/32&qu ot; Ply.vmd -116-QPSF search O'fterta 7 1 5&qua; 249a. VersaLoc 1.$&quot: VarsaLpcmin 24ga. 16&quota %vide Roof 0411212024 Yes Yes N/A 4NIA1 panel over 15n21.quix; Plywood -123.5PSF Code Version: 2017 8 2&qua: 2490. McOaLoc Min 24 Ga. 2&qua; MegeLoc 18&qua; aide Roof 041122024 No Yes NIA +N44J Application Type: ALL Panel over 15122&qud; Plynmd -108.5PSF Category: ALL 9 24 Ga. Gu11Lok Min 24 Ga. Gulf Lok 164quot: Wide over 15/J2&quot: 04/122024 No Yes N/A 4N/AW96.7PSF Application Status: ALL Plywood y QualityAssurance EMI Contract Expired: ry p ALL 10 24 Ga. Guif Seam Seam l6&qua:Wde Roof Panel Min 2.4 04l122024 No Yes N!A +NlAP93.SPSF Product Description: ALL Woolf er Ix4 Wmd Punins veer qud; Plywood Approved for use outside HVHZ: ALL 11 24 Ge. Gulf Seem "5 ,x; Min 2413a. V Gull Scam, 1 374&qu 5, Snap Lock, 1B&quot, Wide Roof Panel over 15/32&qugl: Plywootl 04/12202d No Yes MIA -10&.SPSF -108- Design Pressure: ALL 12 26 Ga. 5V Cramp Min 26 Ga. 5V Crimp Roof Panel veer, 15132&qua: 04/122024 Yes Yes NIA +N/Ali Date To: ALL Plyarood -156.5PSF 13 26 Ge. 5V Crimp Min 26 Ga. 5V Crimp veer 15/32&quor Plywood 04/122024 No Yes N/A +N/A/-131.P6F 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood 04/122024 No Yes N/A 4N/A/ Purfins veer 15132&quot: Plywood -156.5PSF 15 26 Ga. Gulf Lok Ga Gulf Lok I6& a: Wide Roof Panel over Min 26G qu 04/122024 Yes Yes N/A +Nkv i5/32&qua: Plyv:ood -161.0PSF 16 26 Ga. Gulf Lok Min 26 Ga, Gulf Lok 16&qua: Wide Roof Panel over 04/122024 No Yes MIA 4N/Al-63.5PSF 15y32&qua: Plyw'00d 17 26 Ga. GUIfPBR Min 26 Ga. Gulf PBR Roof Panel veer 15132&qua; 04/122024 No Yes NIA +NIAI plywood .1547PSF Florida Department of Business & Professional Regulation Page 2of2 Building Codes and Standards 328r2018 Product Approval Application Detail Qurlty Assurance Approved for Use Approved for Use Impact Deal - Product Description Contract Expiration Date In H HVHZ Outside HVHZ e I I3�LS Pressure Min 26 Ga. GUBPBR Roof Panel over 1x4 Wood 04/122024 Yes Yes N/A +N/A/ Puffins o✓er 15/32&quo! Plywood -151.7PSF Min 26 Ga. GUIIPBR war 15/32&quot; Plywood 04/122024 Yes Yes N/A +N/Al -154.7PSF Mn 26 Ga. GUBPBR over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quot, Plywood -151.7PSF Min 26 Ga. GulfRib over 1x4 Wood Purfins war 04/122024 No Yes N/A +N/A/ 15132&quo! Plywood -164.2PSF Mn 26 Ga. GUIfRib over 1 W2&quct, Plywood 04/122024 No Yes N/A +N/Al -159.2PSF Mn 26 Ga. GuifRIb over 15/328,blot; Plywood 04/122024 Yes Yes N/A +NIA/ -159.2PSF Min 26 Ga. GulfRib over 1x4 Wood Purfins over 04/122024 Yes Yes N/A +N/A/ 15/32&quot; Plywood -164.2PSF Mn 29 Ga. GutfRib over 1x4 Wood Pudins over 04/122024 No Yes N/A +N/A/ 15/328,quol; Plywood -123.5PSF Mn 29 Ge. G.IfRib over 1&32&quit; Plywood 04/122024 No Yes N/A +N/Ay -146.0PSF Mn 29 Ga. Guffr over 1x4 Wood Purfins over 04/122024 No Yes N/A +N/A/ 7/16&qud; O.S.B. -101.0PSF Mn 29 Ga. GulfRib over 7116&quo; O.S.B. 04/122024 No Yes N/A +N/A/ -116.0PSF FL M 11651 Product Manufacturer: ALL Subcategory: ALL Compliance Method: ALL Product ModelNumber or Name: ALL Approved for use In HVHZ: ALL Impact Resistant: ALL Date From: ALL N N N N (u N a --a 2 � C O O CIO C (a O CIO cn 0^' O O O W ICU O O CIO U- O > .0 -0 Cn E O CIO O 0- LCU 2 .� W C�L a z z W J all aaaaaaaaaa� C) C: C/) O rs=^ (3D CIO L CL -4-aaaa CL < O VM� U) W cW G Q Z Z Q J SHEET NO. PA 1.3 m