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HomeMy WebLinkAbout35933 Saddle Palm Way93 I ON CART I AL FC�N' =-ION SCALE: 1/4'=1'-O' 3'-b'x3'-b' A/C PAD LOCATION (MR 3' ABOVE FINISHED GWE) 1=579 OI�NI�>�T ION FLAN SCALE: I/4' = I'-0' 5`r'M50LS 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. ) a i 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 200OP5F SOIL BEARING PRESSURE. CONTRACTOR/OWNER SHALL VERIFY SOIL BEARING PRESSURE OF THE PROPOSED SITE. NOTE: BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING; ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND 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 DESK, M OFFICE FOR CORRECTION BEFORE CO tfNCEMENT 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 DES61fR SHALL NOT BE HELD RESPONSIBLE O FOOTING SCHEDULE O MIG. • SIZE REINFORCING, DEF'TI-I FI 2'-C' x 2'-V' (4) 45 EACH WAY 12' DEEP F2 V-6' x 2'-6' (4) 05 EACH WAY 16' DEEP ALL WnR.v 1"! V VITH PR VAILING N, lil�1 � ...F � p�"'.. •1 t'l:h1hP_ "4ANCEIS L `T 1 1j= 1= r HYRHVr n; V/�, DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com _ CA 25948______ __ 0 N Z w Ln N n O z Q V J Ln aW�^ ZIQCLaM <�a o W Z U) Lu ZLu J O CD w Q z n Q Lu I w CL Q X uj J 'LLJ v LJLJ Q�1OQv Q U '0 o cr) (y) CV Q 01%, LLB U M S M 0 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd= I 08MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=10.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY_ 0 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02018-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 �L� A RU $LAY UT REVEQ VERSION NO. 1.01 / 07.31.18 1 C C) CV � �• 111 m � Z _ J t1J Q a W b ® Z N Qv N Z W wM S10 W )4t :it Z Q L1i = u.w Lu LJ SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 381320 DATE ISSUED: 10.09.18 DRAWN BY: JH REVIEWED BY: TH 04 L0 O 00 CV LO r-- 50'-0' 5'-4' 9' 4' - 6' 2' 9' 6' 5-4 1' 0' T-4' (SPAN OVER I 2 ��) +13.4 / -15b PSF 140MPH +242/ -2b,4 PSF 140P1PEI A 26.1 / -28.4 PSF 145> l OPENINGS) +242/_-26.4 P5F 1 FOTH 44.04a�"�„�a;,o R�Pq O O B B +252 / -215 PSF 145 MPH 6068 TEMP. SGD. I S3 HB. _ © �� +16.1 l -28.4 PSF 145 MPH D p W MNH ,242/-26APSF 140MPH ` \ , *ASS DIMENSION CONVENTION DANSCO +242/-6AF% >: \\ PSF 145 MPH +26.1 / -28.4 PSF 145 MPH \\ gg ENGINEERING, LLC \` - 12'-0' ` OVERALL & EXTERIOR OPENING DIMENSION P.O. BOX 3400 Apollo Beach, Florida 33572 ------- - -- -- -- ---- --- --- - FROM OUTSIDE OF BLOCK p• 813.645.0166 - r - ----- cv-'\ f.813.645.9698 www.danscoongineering.com \` \\ CA 25948 FAMILY ROOM � . GAGE �� � M_ 5T��2 SUITE OUTSIDE FACE OF 8" 18'-4' x 10'-2' `" 12'-0�x 14' 4"._ - (51K SEE NOTE #1 _A_ - - A 18'-0' x 14'-0' S3 NOMINAL NAL BLOCK o N VAULT GLG. VAULT CLG. -=- - S3 FOR MORE INFO) 8'-0' GLG. `t - 4 FRAME WALL U.N.O. z LL �------------ - - - -------.� 9'-4' Y^ 2 0 a `n cn o `y� O - FOUNDATION DIMENSION CL ui � \`\ \'' 6' DIA STD. STEEL PIPE FILLED SOLID V CONCRETE I e - FROM OUTSIDE OF BLOCK Ce CL aQ o z \ � I EMBEDED PIPE PROTECTED '° SLOPE UP 2:12 I \ -I-O 2668 z uj Lu J ����� W/CATALYZED POLYURETHANE \ o CONIC- SLAB, SEE PLAN `� \ ' \ �� VERTICAL REINFORCMENT IN CM.U. SHEAR WALL W/ (I -NO. S BAR IN CELL TYPICAL UND.t `O � I StR - - 1 l LAY. GROUTED HOOK INTO TIE BEAM AT TOP t 34' HIGH KNEE I I \ WALL BELOW \ F IZu 3b'x22' ATTIC ;LAV. ac ` -- - FIX 11NCx AT BOTTOM.) \ \ �.. >` 10'-4' 4'-0' I o I I ACCESS ,' FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) V) LLI \ 4'-8' T-2' _0. �� 8' 10' � T _r --- - - - -- --\ III' r \ \ . 11' COUNTER I - ._ , � p 1 \e EXTENSION I I �� _J v•, `r I � O � I �I-�'� `9 - © 2668 MA5TE� 4TN 8'-0' CL . , CM SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT TO BE FILLED UNLESS SHOWN ON THE PLAN) Q W Q � ^ ZO CONC. FOOTING, SEE PLAN 6 MIL VAPOR BARRIER o 10 I 8 2 \ _ COMP. SOIL, SEE PLAN a _ I I \ T$.\ ` 8 -0 TOP of MASONRY CL > o }}�� I t I I I P 50 � L 1� �[) D E I >� I J� A \ �\�� v� \` I I I I ` I I I � - �. `. \ � - - / _ -�`� V-4' TOP OF MASONRY Q� w Q = r1 w !:!:L �0�� Lu SCALE: 1/2'=1'-0' 2 CX e -_ FLEX LE \` I ��' x'� - '\ �- > BEARING WALL 2X STUDS 9 IV OL. W/ 1/2' GYP. (UND. ON PLAN) w x Q ��1 \�,,KI HEN � - - --- - - -- -- br�.'�.3$' PIE�FAB _ . � � --- OB I , I , B -4 x II -0 I 54R t TA.. z `= 0 IV-61 8'-0' CLG {�"' x '�' R PAN r 2X STUD W/ I/2' GYP. (UNO.ON PLAN) Q �O Q 6' IV 9' CLG. \ 14'-0' 8' `" 4'-0' 9' b \ 2668 `' `;' I'-2' 5' 0' 6'-0' U - - \ _ - - \.\\ - - - - - -- - FD � -- -- - --- -- - -� ---- -- --- - FLOOD' PL41N NOTES: � N Q � �� 9'-4''Gi IG. s7. D \3O 83 8 4 I$Ap HGT. REF, ` PITY v\ \ 13`=0' GL '�' I INSTALOLApONTAPPROVAL INFORMA110N SETS FOR DOOR ANp WINDOW TABLES AND Lu (� LO c� M J -- - -- -- - Q - - - _ OJaI. l5) 2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, : BEDROOM 4 INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER %, I -6' - 2668 12'-0' X 12'-0' v FBC II03). 3• *-DOTES EGRESS WINDOW TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL. T � BEDROOM 3 �, N r O ~ S1 �, I I �, HALLWAY , 8 -0 CLG. 4. GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 11''0' II'-0' 0 I _% I i 8'-0' GLG• � y��33 � MANUFACTURER 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL X - Q,c ►- * A TEMP.) 5. EXTERIOR WINDOWS t DOORS SHALL BE LABELED WITH A PERMANENT LABEL, PRESSURE COEFFICIENT = t0.18) WIND ZONE - RA -- -- - - -- 8'-0' CL'G. HGT. o U.; � \ B MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND THIS DRAWING AND DESIGN A D SE FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. J 54 PRODUCT, SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY 3 I II 8 2 8 _ 1 1 1 5 -0 4 -6_ -0 6. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN ®2018 LENNAR CORP -THIS PLAN MAY NOT BE �_ BEDROOM 2 I AL e -4 GLG. \ \` \ DRYRYCE�/R�VpE/N�T L DRY. HAN" / A - //� - PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE DIVIDED BY 01o. REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM IENNARCORPORATION. CJ'�i -- - - -- - PROPERTY OF DIGS AND DESIGNS ARE THE Q 4248 -110 f Nf- MMf/I II-rf -} p� TA�Mp, I �' �A II'-0' X I2'-0' I i=- r�X � x601 tQ \\ 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ SOLID JOINT THE CLIENT OS PROJECT. ANY EPERODUCTIONND 26• I l -1p rNf JY/ M7JI II T9 EGRE55* ENTRY I I ` 1 8 -m CLG. \ + 8 -m CLG. ,fl W D. n F �. R AN Afi.. 3 1 WOOD DOORS NOT LESS THAN 13/8 IN THICKNESS, SOLID OR HONEYCOMB -CORE OR UNAUTHORIZED USE IS PROHIBITED. 1 , I 8-0 CLG. I I 2 \ - - - - t -\\ STEEL DOORS NOT LESS THAN 13/8' THIM OR 20-MINUTE FIRE -RATED DOORS. _REVISION: DATE DESCRIPTION O m 1 B \ ; W,I.C. \ 8'-0' GLG. 8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. - 6TH Eo. oI ) FBC 12.12.17 1.00 - - - ELEV. RL1S LAYOUT- 07_31.18 1.01 0' 3' 4' 0' 2' s S4 CWJ4) StR ° _--J (;v5 '� �_ NO, 26GA SHEET STEEL, I' MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE REVI ED 14' WIDE I I PROVIDE WEATHER S3 ---- 9 10 g FLAT SOFFIT .......... _ GARAGE _ - - -- -- SHOWERMZ z., STRUCTURAL NOTES - - - - - - - - - - - - - - `t I0 Ila v (4)SH. \ PERIMETER OF DOOR K' u' -- - VERSION NO. 1.01 / 07.31.18 - ------------- ------ COMBO \ \ SAL PIPE BOLLARD lW/ H$ _--- LIMN TI ESHOLD OPTION GAS WJa• ONLY) Ol PROVIDE (1) • 5 CONT. IN V PL. LINTEL t (1) 5 IN 6'K.O. BLOCK ABOVE, 16'5Q x 36'H CM COLUMN BASE I' 4' 10' 8' 1'-4' 5'-4' 1'-4' 1' 4' \ 4' STEP SEE DETAIL A/1 FILLED SOLID WITH GROUT. 20'-0' 30'-0' ,w 'A '- 5' 8' 1, F 4 \' 9' 8'. \` 15' 0' �:�-. -8' O2 PROVIDE W P.C. LINTEL t (1) W7 IN V KO. BLOCK ABOVE, FILLED SOLID W/ TO GAR WALL ®�* 1 11511 f �� FLOORFLAN G` cw °- '� BATH 2 -- - -- NOTE: W.H. SHALL BE ELEVATED MIN 18' ABOVE GARAGE FF. W/ ---- -- ---- -- - - 13b'x22'ATTIC ACCESS J - GROUT 3 PROVIDE (i) 5 CONT. IN S" P.C. LINTEL W/ 2" RECESS t (U 5 IN 8"K0. BLOCK O y V= �� I 2 SCALE: 1/4' = I'-O' WL• LAV. 1 9 -4 G!_G. - (SIN uuour UPLIFT t SEE NOTE "1 FOR OPTION GAS WA ONLY - -- - ABOVE, FILLED SOLID WITH GROUT k .. 4 PROVIDE (ll 5 IN 8' P.C. LINTEL FILL SOLID W/ GROUT MORE �) r,4 - HB• - - - - +21.4 -238 PSF S3 ISIMJ O (3) 2x4 COLUMN W/ 4-Sd TOENAILS TOP t BOTTOM O6 (2) 2x8 SPK HEADER W/ BLOCKING. PROVIDE (1) 2x6 JACK STUD ® EA - StR PSF 14 D 3 CAR C�ARACxE 83 END OF HEADER * * * * * SYMBOLS NOTE TO TRUSS COMPANY: NOTE * * * AH. STAND DIMENSIONS * ALKN TRUSSES TO ALL INTERIOR ANGLE GAS = 6' H. x 36' W. x 52' L ALLOW FOR AA TO 5' B . DRV 3 / LINE OOF PEN POSITION DOOR F_- - - -. -- - 30'-0' x 20'-0' 8'-0' CLG -- -- - 7 -- - -- -- -- -- LINEIN OF FN POSITIONGEDOOR - - - -- - - - - - - -- -- -- -1 ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-8d TOENAILS TOP t BOTTOM O8 (2)1X8 SPM BEAM W/ USP HTW20 s COLUMN t USP TH025-2 MASONRY C U = -- °uJ O�NBUILDING SECTION KEY WALLS ARE AT 45 DEG. ELEG: = 24 H. x 36 W. x 52 L. 8 4 6 I I I CO a- BE �p * * * * * * * * * * (Section No. over Sheet No.) HANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE _ * * * * * I I TRUSS --� u, a- �' z ry- INTERIOR ELEVATION KEY ENTRY I I I O9 (2) 2X8 SPK BEAM W/ USP THD28-2 HANGER e SIDE BEAM, H Q � � N dw (Elev. No. over Sheet No) AREA TA5ULAT I ON � BEDROOM 3 I I I I USING 6-16D < 6-100 NAILS, AND USP WTW20 a INTERIOR COLUMN �L; N z o MODEL 26m6 DETAIL KEY 11'-0' x II'-0' 9'-4 CLG K I I K I K 10 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP P4144 9 Z Q uj s I j L (Detail No. over Sheet No.) LIVING AREA 2516 5F. 8 -0 CLG. I I I 54 I I I BASE, PROVIDE MIN. 6' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIV. FOR ANC 4OR BOLTS Z rn L I- GARAGE 614 SF. x 1'-0' O.H. G RAGE DR lb'-O' x 1'-O' O.H. GARAGE DR __- __ --- _-_ _ NOTE: W - -- --- - WINDOW SCHEDULE KEY O (SEE WINDOW SCHEDULE SHT.) COVERED ENTRY - ELEV. 'A' 51 5.F. 'B' 4 � �� �-258 �--- L POWER Box LINTEL (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL. DEPTH t �� AS INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR SHEET TITLE: FLOOR PLAN -- - --- COVERED ENTRY - ELEV. 156 5F. *EGRESS `J `-� +23� % PSF�MrH MORE �) �� STRUCTURAL NOTE - r ��� GENERAL NOTES & INFO o HOSE BIBS TOTAL AREA 'A'= 3301 5F. 'B'= 340(o S.F. A 2 ® +248 / -211d PSF %140MPH _ ___ +223 / -153 PSF WOMrH ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT (RELIEVE THE SHEET INFORMATION: HB. S3 +26.1 / -29D PSF 145MPH +242 / 21.1 PSF 145MPN BUILDER OF RESPONSIBILITY To REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND JOB NO.: 381320 ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY WINDOW u �����I I�� 6-8' 6'-8' '-0' 3'-4' '-0' 8'-0' 2'-0' -- --------------1h�-01-------------- - ------------- 2-8' CONSTRIIGTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO DATE ISSUED: 10.09.18 -- V�®� 13'-4' 5'-4'elk 2'-0'Ilk 29'-4' APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. DRAWN BY: JH REVIEWED BY: TH MARK TYPE ROUGH OPENING HEAD HEIGHT CLEAR OPENING CLEAR OPENING SR SILL HEIGHT 50'-01 ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARD � DEAFTR. THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. 2 A 25SH 38' X 63' b'-8' 333W WIDE X 2625' NIGH 528 SF. I'-b' -- __ -- I_ --- SC :E7-t�=V-V -_ B 35SH 54'x 63' b'-8' 48311'WIDE X 2625'HIGH 881 SF. I'-b' G 24SH (TEMP) 38' x 51' 6'-8' 33312' WIDE X 2025' NIGH 4b8 SF. 2'-6' CV O 5 00 L0 r-- SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B BF12-06 8F16-0B 8F20-OB 8F24-OB 8F28-OB 8F32-OB 8F8-1B 8F12-1B 8F16-1B 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 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 m 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 1 5365 7547(38) 7342(19) 8733(,9) 10127(,e) 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) 6036(19) 7181(,$) 8328 (20) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 1 5061 1238 2177 3480 5381 8360 10394M 8825(u) 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 1 2661 3898 5681 8467(44) 6472 (1s) 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 (3n 6390 (4n 10'-6"(126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(,8) 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 1 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 NR 300 548 950 1326 1609 1 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N M. 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 t29 250 450 1 654 884 1092 1 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U—LINTELS §F_�05@v SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1B 8RF10-16 8RF14-1B 8RF18-1B 8RF22-113 8RF26-1B 8RF30-1B 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(,9) 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (lo) 8060(39) 7402(,9) 8706 (,9) 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(4n (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ENGINEERING SPECIFICATIONS SAFE LATERAL LOADS FOR 8 PRFCAST & PRESTRESSED U-LINTELS <�ma / Ogag SAFE LOAD PLF 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" PRFCAST w/ 2" RECESS DOOR U-LINTELS §F>9�09ug SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU 4'-4" (52") PRECAST 758 757 1164 4'-6" (54") PRECAST 694 693 1073 5'-8" (68") PRECAST 408 407 655 5'-10" (70") PRECAST 382 381 616 6'-8" (80") PRECAST 595 788 464 7'-6" (90") PRECAST 509 674 363 9'-8" (116") PRECAST 370 490 214 PRODUCT DESCRIPTION High strength precast concrete lintels designed to be unfilled or filled to ford a composite reinforced bears using concrete masonry units, GENERAL NOTES 1 7, Cast -in -place concrete may be provided in composite lintel in lieu of 1. Provide full mortar head and bed joints, concrete masonry units, 2. Shore filled lintels as required, 8. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 3, Installation of lintel dust comply with architectural 9. The exterior surface of lintels installed in exterior concrete masonry walls and/or structural drawings. shall have a coating of stucco applied in accordance with ASTM C926 4. U-Lintels are manufactured with 5-1/2 inch long notches at or other approved coating. ends to accomodate vertical cell reinforcing and grouting, 10. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal 5. Reference the CAST-CRETE Load Deflection Graph (lateral) loads should be checked for the combined loading with the Brochure for lintel deflection information, following equation: 6. Bottom field added rebar to be located at the bottom Applied vertical load Applied horizontal load < 1,0 of lintel cavity, Safe vertical load Safe horizontal load - SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <���oqagSAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T 81`24-1T 8F28-1T 8F32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 3'-6" (42") PRECAST 1569 2655 3524 4394 5263 6132 7001 1569 2655 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 1363 2305 3060 3815 4570 5325 6079 1363 2305 3060 3815 4570 5325 6079 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 1207 2040 2707 3375 4043 4711 5379 5'-4" (64") PRECAST 1016 1715(11) 2276 (4) 2838 3399 1 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 (,z) 1407(28) 1868(21) 2329 1a 2790(le) 3251(14) 3712(,u) 835 1 1407 1868 2329 2790 3251 1 3712 7'-6" (90") PRECAST 727 z3 1065(28) 1624 31 2025 28 2426 z8 2827 25 3228 z4 727 1224 1624 2025 2426 2827 3228 9'-4" (112") PRECAST 591 708 25 1136 34 1474 34 1815 34 2157 34 2500 34 591 862 1318 1643 1969 2294 2619 10'-6" (126") PRECAST 530 575 24 916 u 1188 u 1461 g 1736 u 2011 u 530 t 695 1180 (a) 1472 (4) 1763 2 2055 2346 11'-4" (136") PRECAST 474 1 504 23 800 32 1037 32 1274(32) 1513(32) 1753 32 494 1 607 1042(,o) 1372 (11) 1643 (8) 1915 (6) 2187 (5) 12'-0" (144") PRECAST 470 9 458 23 724 (31) 938 (32) 1153(32) 1369(32) 1585(32) 470 550 940 (,o) 1302 1s 1560(13) 1818(11) 2075 ,o 13'-4"(160") PRECAST 418 ,5 386 (22) 607 3o) 785 3o) 964 (3o) 1143 (31) 1323 (31) 428 460 780 (9) 1159 21 1418(2o) 1653(19) 1887(,n 14'-0" (168") PRECAST 384 (15) 358 (21) 560 29) 724 (30) 889 (3o) 1054 30 1220 30 410 425 717 (9) 1063 21 1358 23 1582 22 1807 21 14'-8" (176") PRESTRESSED 239 334 (2,) 520 29) 672 29 825 29 978 n 1 tat 30 246 395 663 9 980 (2o) 1303 26 1518 25 1734 24 15'-4" (184") PRESTRESSED 224 313 20 486 za 627 29 769 (29) 911 29 1054 29 230 1 368 616 9 908 (2o) 1240(28) 1460 2n 1668 28 17'-4" (208") PRESTRESSED 187 263 ,9 405 28 521 2 638 27) 756 27 873 z 192 306 506 (8) 740 (19 1005 1271 31 1473 3, 19'-4" (232") PRESTRESSED 162 229 (,n 348 25 447 25 547 25 647 25 747 25 166 263 429 a 623 (18) 841 zs 1059 39 1227 30 21'-4" (256") PRESTRESSED 142 204 ,e 307 23 393 p 480 23 568 24 655 24 1 22-0 " (264)Ti PRESTRESSED 137 197 (,$) 295 22 379 23 462 23 546 23 630 23 137 223 358 513 , 688 24 863 ze 999 28 24'-0" (288") PRESTRESSED 124 179 (14) 267 21 342 21 416 21 492 21 567 22 124 1 202 319 Q) 455 le 606 t2n 757 27 876 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U—LINTELS §F�oquq SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30-1T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1668 2362 3056 3751 4445 5140 905 1668 2362 3056 3751 4445 5140 4'-6" (54") PRECAST 867 1604 2272 2939 3607 4275 4943 867 1604 2272 2939 3607 4275 4943 5'-8" (68") PRECAST 675 126916 1797 2326 s 2854 2 3382 3911 675 1269 1797 2326 2854 3382 3911 5'-10" (70") PRECAST 655 120718 174611 2259 2773 6 3286 3 2799 , 655 1233 1746 2259 2773 3286 2799 6'-8" (80") PRECAST 570 929(18) 153022 198019 242918) 2879(15) 3329(14 570 1080 1530 1980 2429 2879 3329 7'-6" (90") PRECAST 506 742(is) 1364(3o) 1765(2n 2166(25) 2567(24) 2968(23) 506 898 1364 1765 2166 2567 2968 9'-8" (116") PRECAST 395 468 1s 884 (32) 1222(u) 1540(34) 1859(34) 2180(34) 395 560 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, Q0e OR O O o. a CASTCRETE 8F8-0B/1T POWERBOX 8x8—OB/1T OB B '40. '40- > OR 4 >D .. D • : O O a CASTCRETE 8F16--OB/1T POWERBOX 806-0B/1T E E OR `4 0 e , O a O c 0 CASTCRETE 8F16-1B/1T POWERBOX 8x16-1B/1T F F -,C, - O�_ D e - D n 4 - `4 D n e D o e ,Q E. ° OR % •° - D e — D - e O O ° + O CASTCRETE 8RF30-1B/1T POWERBOX 8x30-1B/1T G G 4 ° OR -_ 4 a 0- - -- D n e >D e e 0 0 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, B. For composite lintel heights not shown, use safe load from Exception+ Safe loads for unfilled lintels dust be reduced next lower height, by 20 % if bearing length is less than 6-1/2 inches. 9. For lintel lengths not shown, use safe load from 2, N,R, = Not Rated, next longest length, 3. Safe loads are superimposed allowable load, 10. All safe loads in units of pounds per linear foot. 4. Safe loads based on Grade 40 or Grade 60 field rebar. 11. All safe loads based on simply supported span, 5, Additional lateral load capacity can be obtained by the 12, The number in the parenthesis indicates the percent reduction designer by providing additional reinforced masonry above for grade 40 field added rebar, the precast lintel. Examples 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/ 15% reduction * 6472 (,85) = 5501 plf 7. The designer may evalute concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support, \E/ cE> (SPAN OVER (SPAN OVER F UFF i= 2 OPENINGS) 2 OPENINGS) O I 00 T(2) 8'x12'xI/2' MINIMUM BEARING PLATES O WOOD SHORE - (2-2x4 CULUINI BLOCK SHORE O MINIMUM) L_- o IT IS RECOMMENDED TO SHORE LINTEL IN THE MIDDLE OF SPANS GREATER THAN 8'-0' AND LESS THAN 154', ON SPANS GREATER THAN 164' 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, 9'-4" ELEV. "A" POWERBOX8 LINTEL SHORING DETAILS SCALE: NTS TOP OF BLOCK @ +8'-0" A.F.F. (UNLESS NOTED ❑THERWISE) -4 ELEV. "A" ELEV. "A" ONLY I 00 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 LIN-EELS PLACED AT THE INCORRECT HEIGHT. 0 O 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 N z uJ o= Ln CD o^ Z Q N J a��^ ZH 0- <� Q 00a zUJI Ww3: J J O W ¢ W Q cri = O C. Q Q C < W W O w — IL Q W X J ^ ' V w 0 'i < C) QNO4 Q U"o() cy) CV Q � W U S M (LO 0 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 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 TriF STRUCTURAL PORTION OFTHIS DRAWINGONLY ® 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 1,2018-THESE DkAWINGS AND DESIGNS ARE THE T 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 6THH ED. 17 FBC _UPDATE 078 10ELFV. A TRUSS LAY UT .31.1 _ .31.1_ .1 REVISEQ VERSION NO. l .01 / 07.31.18 <ZD C'V � CZ w a3 , c a LZ U% z W z r QC4 iN W wM i10 W Z 41, Y*� Q Ld v)cl: LLI a: W ❑ SHEET TITLE: LINTEL PLAN SHEET INFORMATION: JOB NO.: 381320 DATE ISSUED: 10.09.18 DRAWN BY: JH REVIEWED BY: TH 2.01 GENERAL NOTES: L1CODES U RARIDA BULDNG cODE"EDIIIOK 20T1WWBFTUII SECTIONS ROU A R806. 12 FLMA BULDNM CODE, 61h E N TIOK Min BIILDNG, MOM WU 4 2WL U BUI DNM CODE f il5 FOR I ElfORCED CONCIETE (AG 316.141 L4 SA DW CODE Raffl ' M AV 61'ECFOATION FOR MAS W STR1LCll 0 (ACI 530-61 AU 5301-3) IS AMf3SCM WCL7 OF CIA EI GNEERB MNFI11 DESIr61 LOADS FOR BUILDNGS AFW OTHER 57RC11lQFS (ASCE 1-10. 2I CONC m. 2.1 CCNCWT COI'Tf'FESSW 51l&6TH AT 28 DAYS: 2L FIE -CAT USTAFWAFW KWOFi6'FNT40W PSI Mk 212 PIE -CAT 1116FRESTI ES5 REMiOMM-6000 PSI 213 GROUT MR ABM C416 - 3WO PSI YV MAX 3V AGGIE55ATE, V TO IP SLU'P. 22 REN-ii BARE 22J STEEL PLACE N F'RECA6T LNIEL AT TPE OF FAaRI ATION A511 A65 (Umm be) 222 STEEL N LNTEL AtD IOIOCKOUT 111= IPLALED N FED) A5111 A65 (GRADE AV). 23 PIS 7W6 STRANDS ASTM A&K 14M 5TWA FELEVIED 2V KSI 14 DETAIL RENFORCB'81T N ACCO VANCE 11111W ACI 3b. 25 WNCIEM OPMTIGN5 SAL iCOMPLT WIN ACI STAFWARDS. 2b D4.5 UMFE PER A5711 A496 3)!`WW Rr: N CONCRETE MA90tfi'r IlSTS (CIV MAL COMFORT TO ASM C-W, NORMAL UEKiIT 1INH MLMM NET AFMA COhPRNIVE 5TW GTN t000M 37 MORTAR SHALL CIMM TO ASIN C-2V TYPE fr OR V 33 FULL MORTAR JOMS AM REM MAD 3A MNMl1 AGGFr GATE 26-PAT CO "MIYE 011I MTH CF CM AtW MORTAR STALL NOT BE LESS THAN FT1.2WO FOL M4WWY 51FiENGTH A &L, BE ESTABLOW BY TIE 1IUT STRENGTH METFIOD' OR, ALTERWTM•a.Y, BY TW TI M TEST METHOD' UFEFE USM IiFALNE SM WIVE NOT BEEN MET. 4) STRrWAI- 41 5Ni LOAD VA JES ARE BASED ON LNTEL5 HAVING A WARNG OF V i1U1Fl A MNMN ACCEMABLE BEARNM OF 4' PER R.ORW BULDNG CODE ON EDTTIOK 201 R SWBtTId., SECTION FA&A3 OR RDFVA I3IILDNG CODE 61H EDTTIOK 261113UIDWA SECTION 21041 42 SAFE LOAD YALIES BASED ON RATIONAL DESK61 ANALYSIS PER ACI 315 AND AG 530 43 DWO MAY EV&MTE WNCEIMIM LOADS FROM THE SAFE LOAD TA&M BY CAL.GUTWs PWX W FMTNG M101161T AND SIM AT d DISTANCE ARAY FROM THE FACE OF THE SLFT'ORT. 4A FOR LMM LENGTH AT VW OR GREATER VERTICAL CELL KIM SOUR WTH GRV AND MNM1 ONE (V R VERTICAL FEW 15 WAM AT EAOH END OF M LKM- 45 LNIELS TFWT ARE GWATER T141W W-0 CLEAR SPAN MOT BE PRMW MIVRW SlFPt7RT, NOT BE R131%V LWL 2 DAYS AFTER GROAT FLACOW. SAFE LATERAL LOADS (PLF) 8" x 8" LINTELS LENGTH TYPE PLAIN SOLID DET. A DET. B 2'- 10" Precast 1105 2103 3'- 6" Precast 689 1310 4' - 0" Precast 514 977 4' - 6" Precast 398 757 4'- 8" Precast 810 2459 5'- 4" Precast 430 836 5' - 10" Precast 356 690 6' - 6" Precast 410 818 7' - 6" Precast 303 606 7' - 8" Precast 392 1100 8' - 0" Precast 363 1037 8'-4" Precast 318 981 8' - 6" Precast 234 467 9'- 4" Precast 192 384 10'- 6" Precast 151 301 1 T- 4" Precast 132 417 12'- 0" Precast 111 370 12'-6" Precast 98 544 13' - 4" Precast 82 298 14'- 0" Precast 71 322 14'- 8" Prestressed N.R. 283 15- 4" Prestressed N.R. 252 17' - 4" Prestressed N.R. 183 19' - 4" Prestressed N.R. 167 20'- 0" Prestressed N.R. 167 21' - 4" Prestressed N.R. 129 22'- 0" Prestressed N.R. 120 24'- 0" Prestressed N.R. 96 N.R. = NOT RECOMMENDED QUALITY PRECAST LOAD TABLES GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT PLAIN (0)#6L (1)#6U (1)#6L (1)#6U (0)#6L (1)#6U (1)#6L (2)#6U (1)#6L (1)#6U A B DET. A DET. B DET. C DET. B& C DET. D 2'- 10" l' - 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" 3' -2" Precast 2 - #2 2 - #2 NONE 819 533 1625 1665 1665 4'- 8" T- 4" Precast (2) D4.5 Wire 2 - #3 NONE 1453 2654 2654 2574 2574 ,5'-4" 4'- 0" Precast 2 - #2 2 - #3 NONE 931 1247 1319 1301 1301 5'- 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 817 1024 1161 1151 1151 5' - 6" 5'-2" Precast 2 - #2 2 - #4 NONE 692 1139 1139 968 968 T- 6" 6'-2" Precast 2 - #2 2 - #4 NONE 570 938 938 716 807 T- 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 619 1130 1130 1115 1115 8'- 0" 1 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 1 581 1062 1062 1048 1048 8'- 4" T- 0" Precast (2) D4.5 Wire 2 - #4 NONE 548 1001 1001 979 979 8'-6" T - 2" Precast 2 - #2 2 - #4 NONE 483 777 720 552 692 9'-4" 8' - 0 Precast 2 - #2 2 - #4 NONE 428 633 639 454 618 10'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 368 487 550 356 538 11' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 330 544 544 430 507 12'- - 2 0" 10' - 8" Precast 2 - #3 2 - #5 NONE 308 507 507 383 475 12'- 6" 1 11' - 2" Precast 2 - #3 2 - #5 NONE 1 312 570 570 391 570 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 270 433 414 308 416 14'- 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 254 388 390 279 376 14'- 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE N.R. N.R. 470 298 393 15' - 4" 14'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. N.R. 426 274 374 17' - 4" 16' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. N.R. 324 215 322 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N.R. N.R. 252 202 281 20' 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE N. R. 256 256 188 262 21' - 4" 20'- 0" Prestressed 2 - #4 2 -#5 NONE N. R. N. R. 200 165 229 22'- 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. N. R. 185 155 215 24'- 0" 22'- 8" Prestressed 2 - #4 2-#5 NONE N.R. I N.R. 149 124 179 N.R. = NOT RECOMMENDED GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)?i5U (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" 1' - 6" Precast 2 - #2 2 - #2 NONE 6570* 8333* 6570* 6570* 3'-6" 2'-2" Precast 2 - #2 2 - #2 NONE 4217* 6385* 4872* 4872" 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 3125 7192* 4373 7192* 4'-6" 3'-2" Precast 2 - #2 2 - #2 NONE 2400 8507 3397 9856 4' - 8" 3'- 4" Precast (2) D4.5 Wire 2 - #3 NONE 8548 10000 10000 10000 5'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3077 7196 2374 6859 5'- 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 2529 5877 1971 5653 6'- 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 4504 4598 1578 4421 7' - 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 3314 3408 1181 3336 7- 8" 6'-4" Precast (2) D4.5 Wire 2 - #4 NONE 4456 4456 3785 4427 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 4047 4047 3443 4021 8'- 4" T - 0" Precast (2) D4.5 Wire 2 - #4 NONE 3706 3706 3144 3683 8'- 6" 7 - 2" Precast 2 - #2 2 - #4 NONE 2584 2700 920 2602 9'-4" 8' - 0" Precast 2 - #2 2 - #4 NONE 2204 2298 767 2151 10'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 1767 1897 612 1696 11' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 1742 1742 530 1456 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 1596 1596 476 1300 12'- 6" 11' - 2" Precast 2 - #3 2 - #5 NONE 1775 1775 1279 1775 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 1365 1365 393 1057 14'- 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 1272 1272 360 961 14'- 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE 1272 1893 506 994 15' - 4" 14'- 0" Prestressed 2 - #3 2 - #5 NONE N.R. 1724 464 915 17' - 4" 16' - 0" 1 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 (2)#5U (1)#5L (1)#5U A B DET. P DET. Q DET. P& Q DET. R 2' - 10" 1' - 6" Precast 2 - #2 2 - #2 NONE 8243* 10000* 8243* 8243* 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 5321* 7708* 6195* 6195* 4'-0" 2'- 8" Precast 2 - #2 2 - #2 NONE 3945* 6524* 5263* 5263* 4'- 6" 3'-2" Precast 2 - #2 2 - #2 NONE 3033 6752* 4214 6752* 4' - 8" 3' - 4" Precast (2) D4.5 Wire 2 - #3 NONE 6347* 6347* 6347* 6347* 5'-4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3848 9921 2944 8538 5'- 10" 4'- 6" Precast 2 -#2 2 - #3 NONE 3164 8183 2443 7066 6' - 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 6159 7054 1955 5633 7' - 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 4535 4864 1462 4185 T- 8" 6'-4" Precast (2) D4.5 Wire 2 - #4 NONE 5967 6603 4657 6477 8'- 0" 6'- 8" Precast (2) D4 5 Wire 2 - #4 NONE 5430 5524 4236 5756 8'-4" T- 0" Precast (2) D4.5 Wire 2 - #4 NONE 4961 4979 3869 5178 8'- 6" T - 2" Precast 2 - #2 2 - #4 NONE 3471 3702 1139 3236 9'- 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 2841 3081 948 2675 10' - 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 2540 2797 755 2108 11' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 2252 2252 653 1809 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 2048 2048 587 1615 12'- 6" 11' - 2" Precast 2 - #3 2 - #5 NONE 2269 2269 1577 2269 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 1732 1732 484 1312 14'- 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 1606 1606 443 1192 14'- 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE 1606 2345 626 1237 15' - 4" 14'- 0" Prestressed 2 - #3 2 - #5 NONE N.R. 2137 574 1134 17' - 4" 16' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. 1651 451 892 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1310 430 850 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 1254 1254 702 1271 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1062 381 751 22'- 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 994 359 710 24'- 0" 22'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 824 302 598 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 8" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT PLAIN (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U OWL (205U A B DET. DA DET. DB DET. DC DET. DB & DC DET. DF 3'- 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 848 852 1195 1224 1224 4'-0" 2'-8" 2' - 4" Precast 2 - #2 2 - #2 NONE 697 699 1050 1079 1079 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 1346 1564 1564 1320 1320 4'- 4" 3' - 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 583 583 936 965 965 4'- 6" 3- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 536 535 887 916 916 4'- 8" 3' - 4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 1091 1278 1278 1090 1090 5'- 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 564 703 694 678 678 5-10" 4'- 6" 4' - 2" Precast 2 - #2 2 - #3 NONE 542 659 668 654 654 6'- 8" 5' - 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 446 680 668 530 530 T - O" 5'- 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 419 639 668 478 500 7- 6" 6' - 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 384 585 668 414 461 7- 8" 6'- 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 494 627 627 485 532 9'-8" 1 8'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 279 364 627 244 343 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 24" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DQ DET. DR DET. DQ & DR DET. DS 3'- 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 4548' 6188* 6217* 6217* 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 3744 6650' 6650* 6650* 4'-2" 2'- 10" 2' - 6" Precast (2) D4 5 Wire 2 - #3 NONE 6250* 6250* 6250* 6250* 4'- 4" 3'- 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 3132 5915* 5817 5915* 4'- 6" 3'- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 2880 9783 5361 10000 4'- 8" 3'- 4" 3'- 0" Precast (2) 134.5 Wire 2 - #3 NONE 5066 10000 6379 10000 5-8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3087 7517 3272 6749 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 T - 0" 5'- 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 4505 4538 2094 4034 T- 6" 6'- 2" 5' - 10" Precast 2 - #2 2 - #4 NONE 3869 3896 1812 3505 7- 8" 6'- 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 2715 4862 1856 4178 9'- 8" 8'- 4" 8'- 0" Precast 2-#2 2-#4 NONE 1563 2400 1054 2235 GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1J#5U (1)#5L (1}#SU (0)#5L (1)#SU (1)#5L (1)#5U (1)#5L (2)#5U A B DET. E DET. F DET. E& F DET. G 7-10" 1' - 6" Precast 2 - #2 2 - #2 NONE 2615 10000 10000 10000 3' - 6" 2' - 2" Precast 2 - #2 2 - #2 NONE 1609 6039 6093 10000 4' - 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 1186 4362 4416 10000 4'-6" 3-2" Precast 2 - #2 2 - #2 NONE 907 3408 3463 10000 4'- 8" 3'- 4" Precast (2) D4 5 Wire 2 - #3 NONE 4683 5137 5717 5717 5'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 2135 2569 2547 2547 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" Precast (2) D4.5 Wire 2 - #4 NONE 1792 �1792 1862 1897 8'- 4" 7- 0" Precast (2) D4.5 Wire 2 - #4 j 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_ 1 l' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 903 903 787 878 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 1 838 838 699 818 12'- 6" 1 T- 2" Precast 2 - #3 2 - #5 NONE 937 937 685 978 13- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 729 729 563 �720 14'- 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 685 685 510 680 14'- 8" 13- 4" Prestressed 2 - #3 2 - #5 NONE N.R. 1008 494 635 15- 4" 14'- 0" 1 Prestressed 2 - #3 2 - #5 NONE N.R. 916 453 603 17' - 4" 16' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. 702 356 524 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N.R. 553 340 438 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 607 607 317 601 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. 443 277 392 22'- 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 414 260 380 24' - 0" 22' - 8" 1 Prestressed 1 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)#SL (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#SL (1)#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 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 7376 10000 2332 4538 7' - 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 5433 7067 1743 3376 T- 8" 6' - 4" Precast (2) D4.5 Wire 2 - #4 NONE 7086 9405 5529 9872 8'-0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 6448 8101 5030 8467 8'- 4" T - 0" Precast (2) D4.5 Wire 2 - #4 NONE 5892 7113 4594 7410 8'- 6" 7 - 2" Precast 2 - #2 2 - #4 NONE 4159 5073 1357 2615 9' - 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 3405 4099 1129 2164 10' - 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 2645 3222 899 1710 11' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 2868 2868 777 1470 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 2586 2586 698 1314 12'- 6" 11' - 2" Precast 2 - #3 2 - #5 NONE 2796 2796 1875 2857 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 2157 2796 575 1071 14'- 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 1988 1950 526 975 14'- 8" 13- 4" Prestressed 2 - #3 2 - #5 NONE N.R. 2871 746 1474 15' - 4" 14'- 0" Prestressed 2 - #3 2 - #5 NONE N.R. 2616 684 1353 17' - 4" 16- 0" Prestressed 2 - #3 2 - #5 NONE N.R. 2023 587 1161 19' - 4" 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. 1168 454 896 22'- 0" 20'- 8" Prestressed 2 - #4 2 - #5 1 NONE N.R. 1222 428 847 24' - 0" 22'- 8" 1 Prestressed 2 - #4 2 - #5 NONE N.R. 1014 1 360 714 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#SU (0)#5L (1)#5U (1)#5L (1)#5U (1)#SL (2)#SU A B DET. DJ DET. DK DET. DJ & DK DET. DL 3'- 8" 2'-4" 2' - 0" Precast 2 - #2 2 - #2 NONE 1152 3342 3386 3386 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 945 2817 2861 2861 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 2681 4259 3838 3838 4' - 4" 3-0" 2' - 8" Precast 2 - #2 2 - #2 NONE 786 2433 2477 2477 4'-6" 3-2" 2'-10" Precast 2 - #2 2 - #2 NONE 721 2277 2321 2321 4'-8" 3-4" 3' - 0" Precast (2) D4.5 Wire 2 - #3 NONE 1986 3244 2965 2965 5'- 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 1204 1622 1612 1612 5'- 10" 4'- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 1388 1552 1544 1544 6'- 8" 5'- 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 1411 1411 1277 1277 7- 0" 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" i Precast (2) D4.5 Wire 2 - 44 NONE 1346 1346 1225 1253 9' - 8" 8'-4" 8'- 0" 1 Precast 1 2 - #2 2 - #4 NONE 805 782 597 771 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DT DET. DU DET. DT & DU _ DET. DV 3'- 8" 2' - 4" 2' - 0" Precast 2 - #2 2 - #2 NONE 5544* 7411* 7440* 7440* 4' - 0" 2' - 8" 2' - 4" Precast 2 - #2 2 - #2 NONE 4564* 6696* 6725* 6725* 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 7400* 7400* 7400* 7400* 4'- 4" 3'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 3820* 6102* 6131* 6131* 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 T- 6" 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 5072 5623 2217 5034 T- 8" 6'-4" 6 - 0" Precast (2) D4.5 Wire 2 - #4 NONE 3272 7319 2285 6226 9'- 8" 8'-4" 8'-0" Precast 1 2 - #2 2 - #4 NONE 1886 1 3192 1301 2982 v GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x_1_6" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT _ (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1�5L (1)#5U (1)#SL (2)#5U A B- DET. H DET. J DET. H & J DET. K 2' - 10" l' - 6" Precast 2 - #2 2-#2 NONE 4896* 6467* 4896* 4896* 3'-6" 2'- 2' Precast 2-#2 2 - #2 NONE 3114 8164 4439 8164* 4'-0" 2' - 8" Precast 2 - #2 2 - #2 NONE 2305 8020 3322 8987 4'- 6" 3-2" Precast 2 #2 2 - #2 NONE 1770 5743 2582 6353 4' - 8" -T-4"- 4" Precast (1) iZn 5 Wile 2 #3 NONE 6614 10000 9053 10000 5'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3478 4460 1806 4275 5'- 10" 4'- 6" Precast 2 -#2 2 - #3 NONE 2863 3693 1499 3577 6' - 6" 5' - 2" Precast 2 - #2 2 - #4 NONE 3227 3227 1201 2939 7- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 2498 2498 900 2322 7' - 8" 6'- 4" Precast (2) D4 5 Wire 2-#4 NONE 3071 3071 2916 3049 8'- 0" 6'- 8" Precast (2)D4 5 wire 2 - #4 NONE 2831 2831 2651 2811 8' - 4" T - W Precast (2) rY4 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-#3 _ 2 - #4 2 - #5 NONE NONE 1329 1312 1407 468 1285 I l' - 4" 10'- 0" Precast 1312 406 1104 12'- 0" 10'- 8" Precast 2- #3 2 - #5 NONE 1210 1210 366 986 12'­ 6" 11' - 2" 2 - #3 2 - #5 NONE �1354 1354 981 1354 13' - 4" 12'- 0" _Precast Precast 2 #3 2 - #5 NONE 1045 1045 303 802 14'- 0" 12'-8" 4" Precast Prestressed 2 - #4 2-- #3 2 -#5 2 - #5 NONE NONE _ 978 978 978 278 730 1418 422 830 15' - 4" 14'- 0.1Prestressed 2 - #3 2 - #5 NONE N. R. 1290 387 760 17- 4" 19' 4" 16' - 0" 18' - 0" Prestressed Prestressed 2 - #3 2 - #4 2 - #5 2 - #5 NONE NONE N.R. 952 326 641 N. 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 NONE N R 678 219 431 22'- 0" 20' - 8" Prestressed 2 - #4 ?. #5 N. R. 634 226 1 445 24' - 0" 22' 8" Prestressed 2=#4 2 - #5 NONE N. R. 522 174 1 341 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CR1TE-RTA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 32" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#SL (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#51L (1)#5U (1)#5L (2)#5U _ A B DET. V DET. W DET. V& W DET. Y 2'- 10" T- 6" - #2 2 - #2 NONE 10000* 10000* 10000* 3'- 6" 2'- 2" _Precast_ Precast _2 2 #1 2- #2 NONE _10000* 7531* 10000" 8792* 8700* 4' - 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 5587* 8751* 7490* 7190* 4' - 6" 3-2" Precast 2 - #2 2 - #2 NONE 7565* 5849* 5849* 4'- 8" 3- 4" Precast (2) LA 5 Wire 2 - #3 NONE _4300* 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 5719 10000 2709 5283 7' - 6" 6-2" Precast 2 #2 2 - #4 NONE 4203 9087 2025 3931 T - 8" 6'-4" Precast (2) [A 5 Wire 2 - #4 NONE 5473 9564 6402 10000 8'- 0" 6'- 8" Precast (2) D4 5 Wire 2 - #4 NONE 4978 8706 5824 10000 8'- 4" T - O" Precast (2) D4 5 Wire 2 - #4 NONE 4546 7957 5320 10000 8' - 6" 7' - 2" Precast 2 -#2 2 - #4 NONE 3209 6742 1576 3044 9'- 4" 8'- 0" Precast 2 - #2 2. - #4 NONE 2621 5257 1310 2519 10' - 6" ---- 9' -- 2" ---- Precast ---------- 2 #2. ------- 2 #4 ----- NONE --- 2028 4007 1042 1989 11' - 4" 10'- 0" Precast _ 2 - #3 2 - #5 NONE 3630 3552 872 1710 12'- 0" 10' - 8" Precast 2 - #3 2 - #5 NONE 3191 3171 783 1476 12'- 6" 11 - 2" Precast 2- #3� 2 - #5 NONE 2919 3369 2174 3572 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 2535 2605 645 1203 14'- 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 2279 2389 609 1133 14' 8" 13-4- Prestressed 2 - #3 2 #5 NO NE _ 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 1 829 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 16" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY __ _ UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L(1)#5U (1)#5L (2)#5U A B DET. DID DET. DE DET. DD & DE __ DET-Di- 3' - 8" 2'-4" 2' - 0" Precast 2 - #2 2 - #2 NONE 2558 7405 6639 6639 4'-0" 2' - 8" 2' - 4" Precast 2 - #2 2 - #2 NONE 2104 6071 5464 5464 4'- 2" 2'- 10" 2' - 6" Precast (2) D4 5 Wire 2 - #3 NONE 4062 10000 7229 7229 4'- 4" 3'- 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 1758 4946 4361 4361 4'-6" 3'- 2" 2' - 10" Precast 2 - #2 2 - #2 NONE 1616 4526 4016 4016 4'-8" 3'-4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 3011 6797 5100 5100 5'-8" 4' - 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 2698 2903 2586 2586 5'- 10" 4'- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 2533 2754 2461 2461 6'- 8" 5'- 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 2360 2360 1921 1920 7' - 0" 5' - 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 2175 2175 1733 1783 T - 6" 6'- 2" 5' - 10" Precast 2 - #2 2 - #4 NONE 1945 1945 1500 1610 7' - 8" 6'- 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 2214 2214 1780 1843 9' - 8" 8' - 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 1 1250 1 1257 1 884 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 (2)#5U A B DET. DW DET. DX DET. DIN & DX DET. DY 3'- 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 6540* 8675* 8704* 8704* 4'- 0" 2'- 8" 2'- 4" 1 Precast 2 - #2 2 - #2 NONE 5386* 7825* 7854* 7854* 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 8450* 8450* 8450* 8450* 4'- 4" 3'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 4508* 7026* 7055* 7055* 4'- 6" 3'- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 4146* 6827* 6856* 6856* 4'- 8" 3'- 4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 7102* 7250" 7250' 7250* - _ 5' - 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 4336* 5500* 4733 5500* 5'- 10" 4'-6" 4' - 2" Precast 2 - #2 2 - #3 NONE 4218 10000 4451 10000 6'- 8" 5'- 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 5356 10000 3356 8207 T- 0" 5'- 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 6918 9848 3029 7407 T- 6" 6'- 2" 5' - 10" Precast 2 - #2 2 - #4 NONE 5971 8121 2621 6409 T- 8" 6'- 4" 6'-0" Precast (2) D4.5 Wire 2-#4 NONE 3832 10000 2715 9482 9' - 8" 8' - 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 2211 1 4137 1546 3779 y®! I�1! Imo! uuuuuu u uuumi Iml MAI uu u DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 1.813.645.9698 www.donscoengineedng.com CA 25948 i 0 0 N Lu NOTE Z t/1 � • N NOTE h . o N M Q � a J �r 77 Z wLn w QL 91� �Q�^ r r r r r r Q pET.1' SET. a pET. 'R t�T. s �U ?. Z t; � W zLIJ w J 0 NOTE'I - --- - --- - W ♦. ' PUT PET (/) = p � IL w> Q 2' RECESS Z' RECESS 0 LLu U LU DET. PA' DEL 0' DR *PC' Mt 7' W. TV T- TV Q w J 0 Z��` Q Q Ip Q cn 177 1771 NOTE MU -O Cy) -` - - LLJ U LO CIO RECESS Z' RECESS :�i M T. ' I Tom€' W. Tom' MT. TV DET. T)P' 63 0G" r M. NOTE # 1: (1) #4 MIN. REQUIRED FOR DEEP BEAM ONLY GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN - DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#SL (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#SU (1)#5L (2)#5U A B DET. DM DET. DN DET. DM & DN DET. DP _ 3' - 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 3552 6213* 6213* 6213* 4'-0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 2923 9877 5379 10000 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 5444 10000 6633 10000 4' --4--'-- 3' 0" 2' 8" Precast 2 - #2 2 - #2 NONE 2445 8288 4520 8262 4'- 6" 3'- 2" 2'- 10" Precast 2- #2 2 -#2 NONE 2248 7632 4166 7332 4' 8" 3'-4" S - 0" Precast (2) D4.5 wire 2 - #3 NONE 4037 10000 4925 10000 Precast 2 - #2 2 - #3 NONE 3711 4722 2542 4101 5'- 10' 4'- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 3485 4417 2391 3858 6' - 8" 5' - 4" 5' - 0" Precast 2 - #2 2 - #4 NONE 3031 3382 1803 2977 7- 0" 5- 8" 5' 4" Precast 2 - #2 2 - #4 NONE 3240 3240 1627 2728 7 - 6" 6' - 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 2845 2845 1408 2423 T - 8" 6 = d" 6 07` Precast (2) D4.5 Wire 2 - #4 NONE 2163 3342 1425 2856 9' 8" 8' 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 1241 1771 806 1633 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE -SAFE LATERAL LOADS (PLF) 8" x 8" RECESS DOOR HEADERS LINTEL LENGTH 3'- 8" CLEAR SPAN 2'. 4" DOOR SIZE_ TYPE PLAIN SOLID DET. DA DET. DB 2' 0" _ Precast 689 1185 4 0" 2' - 8" 2'- 4" Precast 570 979 4'- 4" T- 0" 2'- 8" Precast 479 823 3' - 2" 2'- 10" Precast 441 758 51 -- 8" 5'- 10" 4' --4" 4' - 6" 4'-0" 4' - 2" Precast Precast 418 733 393 689 6'- 8" 5'- 4" 5' 0" Precast 389 783 T- 0"- 5'. 8" 5 - 4' Precast 386 694 7' - 6" 6'- 2" 5'- 10" Precast 334 601 9' - 8" 8'-4" 8' - 0" Precast 197 354 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE TO THE BEST OF THE ENGINEER'S L.• KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL NOTE M BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, NOTE N 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. ♦ Nr,4 SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. A Z'C7C/® 2018 LENNAR CORP.-THIS PLAN MAY NOT BE PETAIL P' T Apt? IL 'pORLMAIL rov CONSREPRENT NT FROM EN NAR CORPORATION.DUCED IN ANY MANNER WRITTEN A r%6%4-W DET, 1XI Py, W,, Dy. Vy, TYPE DESIGNATION P - PLAIN LINTEL / QUANTITY OF #5 BAR AT S - SOLID LINTEL 1 FLOWER LINTEL CAVITY [8x16-P-1 L / 1 U] NOMINAL WIDTH -1 ( QUANTITY OF #5 BAR NOMINAL HEIGHT J AT UPPER LINTEL CAVITY 0 2018-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 NOTE 9 12.12.17 1.00 (6J H ED. (2i5�F8�-- ETES L€V. A TRU S LAYOUT 07.31.18 1.01 REVISED. VERSION NO. 1.01 / 07.31-A8 a'; - .�s. X. �T CV - Li f -- Luly J uj t.� z W 0 y LO Q N T f� W t1J CY)A - Z 10 z � , Q Lu DJ LU ❑ SHEET TITLE: QUALITY PRECAST LOAD TABLES SHEET INFORMATION: JOB NO.: 381320 DATE ISSUED: 10.09.18 DRAWN BY: JH REVIEWED BY: TH C*4 LO CD * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE 202 ------------------------------------------------------ --------------------------- I I I I I I I n I I � I ITYP.) (TYPJ I I I I 4'-0' tib OFF -RIDGE �e VENT V I OFF -RIDGE z OFF -RIDGE VENTVENT I � I SLOPE 5:12 _a SLOPE 5:12 I I I I I � I I NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF I INTERSECTIONS, AT GUTTERS, AT ALL CHANGES N ROOF SLOPE OR DIRECTION, AND AROUND ROa OPENINGS. I I I I I I I I I I I I I I I I I I I I I I I n I u; I oI I I I I (TYP.) � I SLOPE 5:12 I � I — - - - - - - - - - - - - - - - - ------------------ I r � I (-F --------------------------1 O ROOF VENT 5CNEDULE O Verify with Cmneral Contractor all roof vent locations, quantities, and sizes. Roof vents shell be Installed for a minimum of vented area as listed below or equivalent system per 6TH ED. (2011) FRC, RW6..2 Roof vents or °soffit Vent Mark Location equal eyetem (sq. ink (sq. In.) RVI Ma in Roof 194 194 M ROOF FLAN SCALE: 1/8'=1'-0' 12 5� STUCCO FINISH SEE DET. B/SNI FOR WEEP SCREED INF� - RIDGE VENT 0 SHINGLE ROOF PER SPECS. '-2' 15NANCE OF PLAN5 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 514ALL BE SUBJECT TO ADDITIONAL FEES, RIDGE VENT SEE SHEET b FORT' MATERIAL NO EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE * * * * * * COMPLIES WITH EGRESS CODES, IF THERE 15 NO DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. ACCESS TO EXTERIOR THROUGH A DOOR THE THICIQNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FRC R103.1 12 5 F26 T. WEE EL>�r. 0' 1' 2' 6'.SCORED BAND T. BLOCK ELEV. 8'-0' F5 F31F5 T. WINDOW ELEV. 6'-V F29' - STUCCO FINISH `t -FINISH FLOOR ELEV V-0' - 5 RIDGE VENT 5ULDING 5EOTION 3N SCALE: 1/8'=l'-0' 1 Fi\ONt ELE X ATION II II SCALE: 1/4'=1'-0' RIDGE VENT �0 T. HEEL ELEV. ,b T. BLOCK ELEV_8'-V F29 -� �, F. FLOOR ELEV, 0'-0_ 12 12 5 � OFF -RIDGE VENT � 5 SHINGLE ROOF PER 6PEC5. I- 1 512 RIDGE VENT SHINGLE ROOF PER SPECS. STUCCO FIN15H ❑ -v� SEE DET. B/SNl FOR WEEP 5GREED INFO SCALE: I/8'=1'-0' SCALE: I/8'=1'-0' F29 F5 5TUCC0 FINISH T. BLOCK ELEV. 84' - STUCCO FINISH - SEE DET. B/SNI FOR WEEP SCREED INFO F. FLOOR ELEV. 0'-O' .L 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 N zUj E OLn o^ rr w z 0"'Mt,O Q � J N �wLL^ z °C ¢ o I- W z w J 0 w z Q :0 CQ Q w Q LU Ou'U I — 0 _C J ''W^^ V w Q -�O Q Q U',o(D (y) Uj L0 U S CM (y) 1' TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 61H 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 TT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 0 2018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND THE CLIENT ON THIS PROJECT, ANY REPRODUCTION OR UNALJTHOR12ED USE IS PROHIBITED. REVISION: DATE DESCRIPTION - 12.12.17 1.00 6-TII FC(2017rFBC -- I�PDATES 07 31 18 1.01 ELFV LAY UT REVISED 12 5 VERSION NO. 1.01 / 07.31.18 SHEET TITLE: ELEVATION "A" EXTERIOR ELEVATIONS & ROOF PLAN SHEET INFORMATION: ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF JOB NO.: 381320 RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE DATE ISSUED: 10.09.18 BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING DRAWN BY: JH CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE REVIEWED BY: TH COMMENCEMENT OF ANY CONSTRUCTION. 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 3A DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. r- 04 LO O I Typical 150-200 Amp Electrical Riser Diagram 200A INDOOR PANEL CENTER METER MAIN O 200 amp 150 amp Disconnect POWER CO. FEED WA- �A/C W.P. CsF.1P^pISCONN Fi noe #15 copper to lights & outlets #12 copper to 20 amp ckts (� #10-2 copper to WH ,}{� #10-3 copper to Dryer or 4/0 SER Alu ROUGH -IN FOR FANLIGHT FAN INSTALLED PER SPECS ROUGH -IN FOR FANLIGHT FAN INSTALLED PER SPECS � 1 GF.I. 220 V. I _ w � SECURITYA W.P. OUTLET T � � � 36' 1�GF.L GF.I•I� £ - - - 4 Bare Cu Ground � 1Ef�— Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel ROUGH -IN FOR FANLIGHT FAN INSTALLED PER SPECS { ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF tM13,UTTON5 RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE ® AT 48' BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION . ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING ® OPENER CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE AT 48' COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. +-o A --- --- GARAGE LIGHT _ GARAGE LIGHT ® ® PER SPECSPER SPECS FIN CLG. OUTLET FOR CLG. OUTLET FOR GD. OPENER - ----- GD. OPENER OF GD. LOP GD. w F.I. _ Q, x t, 1 1 EQ EQ. ROUGH -IN FOR FANLIGHT EQ EQ ROUGH-N FOR FANLIGHT ENTRY LIGHT FAN INSTALLED PER SPECS FAN INSTALLED PER SPECS PER SPECS o et EQ. c EQ. ALL ENTRY - LIGHT PER SPECS ELECTRICAL PLAN SCALE: 1/4' = I'-0' FARTIAL ELECTfRIGAL FLAN = ELEyATf ON I'5I1 SCALE: 1/4'=I'-0' FOR FANLIGHT ILLED PER SPECS a r-i 0 a-+ GRI. a 48' FOR IRRIGATION la ELEC. 0 Dfl ELEG, PANEL METER ELECT Fi ,ICAL <EEC �$ DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET K)EF.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET I 0 SPECIAL PURPOSE OUTLET :G DUPLEX OUTLET IN FLOOR K�r= 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 C4AN TRACK LIGHT FLOURESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q, EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) ® SMOKE DETECTOR (SHALL BE INTERCONNECTED) ® SMOKE/CARBON MONOXIDE DETECTOR COMBINATION TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL-) Q THERMOSTAT pC0 ELECTRIC METER -Aw ELECTRIC PANEL ® CONCOURSE BOX D15CONNECT SWITCH ® SPEAKER (OPTIONAL) �i ROUCsH-N FOR OPT. CEILING FAN J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH-N FOR OPT. CEILING FAN NOTES: I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTER5 (GFI) AS INDICATED ON PLANS. 2. UNLESS OTWERW15E INDICATED, INSTALL SWITCHES 4 RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FNI514 FLOOR: SWITCHE5-42' OUTLETS-14' TELEPHONE-14' TELEVI5ION_--.14' 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL 13E EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE CTO . SMOKE DETECTORS SHALL BE LABELED IN ACCMANCE WITH UL 211 AT TIME OF FINAL INSPECTION. 4. ALL RECEPTACLES IN SLEEPING ROOMS 54ALL BE ON A AF.C.I. PROTECTED CIRCUIT. 5. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O14 N.E.C„ bTH ED. (2011) FBC, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. b. ARC FAULT RECEPTACLES IN ALL BEDROOMS PER 2014 NEG. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR NT VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 1 D r= 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 CD N ZW Ln o� Ln fn a�J� a ce LL ce z Ln Z�Q00 � W Z� LU JMilli w Q W Q = O > QUj J W 0Luu I � � Q LLl L LU I 0 w_ 0 Q ' Q Q r) ICY') N Q � L U U L0 Q THIS DRAWING AND DESIGN 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ® 2018 LENNAR CORK -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 2018-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 dX) 1 E6 M17FRL_ -- _ PRAT 07.31.18 LOl LTV. A S5 LAYOUT — _ REVISED______ _ VERSION NO. 1 01 / 07.31.18 SHEET TITLE: ELECTRICAL PLAN SHEET INFORMATION: JOB NO.: 381320 DATE ISSUED: 10.09.18 DRAWN BY: JH REVIEWED BY: TH 4 CV 0 9 00 N L7 I II _. -- I 1-- 11 USPI CONNECl1ON CHART CONNECTION OTY. CONN. CAPACITY(Ibs) FASTENERS" PER CONN. HTA20 1 1870 9-10d x 1 1/2' RT16A 1 1160 9-10d x 1 1/21' & 8-10d -DOUNe connectors to w placea diagonally to each otner. **Do not driue nails through the truss plate on the opposite side of the truss which could force the plate off the truss. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESF'ON5181LITY 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 BROI1CiHT TO THE ATTENTION OF THE DEWER5 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 SIZ ECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DES& ER SHALL NOT BE HELP RESPONSIBLE �m USP HTA20 0 EA TRU55 U U MASONRY(TYP) H H 0 < > r u = 1315� (tJ CU — — USP HTA20 N N L GIRDER �' R = 6680 a j " --------------------------------- 3 U=13150 / --- USP HTA20 9 EA TRUSS uSP HTA20 o MASONRY (TYP) w / I I o � 2112 VAULT CLG. 9'-4' CEILING 8'--0' CEILING I I I I -----1�-� ---- - -- DROPPED FLATTOPS � ❑F HIPS FOR FRAMING a (GIRDER NOT DROPPED) 3--- o w w a 0 ao 8'-0' CEILING 9'-4' CEILING 8'-0' CEILING w U as SP HTA20 o EA TR W Fle MASONRY (TYP) Atli CH S. DROPPED FLAT TOPS —� OF HIPS FOR FRAMING (GIRDER NaL--Da=ED) 6 J U 3 9'-4' ILING SHEATHE PRIOR TO OVER ILD 0 I m R = 3925� R = 32450 U=1340+' U=1121" USP WTA20 .� 1,15P WTA20 GIRDER CAN WALL a 91 9'-4' CEILING � e 13'-4' (545 5'-4' 115P WTA20 o EA TRUSS s MASONRY (TYP) TIN(.. FLAN 11A1I SCALE: 1/4' = I'-0' 31'-4' 29'-4' DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoenginee6ng.com CA 25948 i O O cV Z liJ o^ M %0 Z< a.W U- n Z Fa-�'a r� <t�00 z�nFQ- W WUj J O r� w z Q c�=0 �< Q J 'CL W Q w W O —I --- —U OL Q LU X LU —1Z w I < C) U_ O �o V (y) N Q 0. w U M S M TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017( FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasil=108MPHI, 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 OF THIS DRAWING ONLY. _- ® 2018 LENNAR CORP.-Ti PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ® 2018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PRUHIBRED. _ REVISION: DATE DESCRIPTION —6 T D.(20171 FB 12.12.17 1.00 UPDATES 07.31.18 1.01 ELEV�S LAYOUT— VERSION NO. 1.01 / 07.31.18 V i�1�55 �i�TMIN N0��5 CV ALL CONNECTIONS PER USP CATALOG (LATEST EDITION). 1 CONTACT ENGINEER FOR ALTERNATE CONNECTIONS w `— J a W w � z I Y ¢CN 2 PRE-ENGINEERED WOOD TRUSSES SPACED g 24' 0/C Uj U r .m CD TYPICAL, UNLESS NOTED OTHERWISE z a w = w W - ❑ - 3 SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF INFORMATION. —- - SHEET TITLE: TRUSS TO TRUSS ATTACHMENT PER TRUSS MANUFACTURER ROOF FRAMING PLAN ELEVATION "A" (TYP) UPLIFT VALUES SHOWN ARE CALCULATED BASED ON a MAS5ONRY 0 � EA � CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM MTRUSS MANUFACTURER'S VALUES - -- ----- - -- -- -- ---- - IF THE CONTRACTOR, TRUSS MANUFACTURER, OR OTHER DESIGN PROFESSIONALS REVISE THE SHOWN INFORMATION, DANSCO ENGINEERING, LLC IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO COMMENCEMENT of THE PROJECT. SHEET INFORMATION: JOB NO.: 381320 DATE ISSUED: 10.09.18 DRAWN BY: JH REVIEWED BY: TH 5A 2, 4„ 3^ 1 r 2 0o o Rro, III 4j" 00 N O r IF17 F F191 I F211 IFF 2, i 00 oo -J. N 'N �N 2„ 5ENERAL NOTES 12 1.5 LBS DENSITY JF25' F27 19 - STYR❑F❑AM r0 P❑LYC❑AT CHARD COAT) w 0 ACRYLIC SAND FINISH SHEET TITLE: FOAM TRIM DETAILS SHEET INFORMATION: v_ _ JOB NO.: 381320 o M DATE ISSUED: 10.09.18 DRAWN BY: JH =`J z REVIEWED BY: TH ili" -- IF261 F 29 I-F 3 0 F311 6 I. SPEC IF I GAT I ONS I. I. GONSTRUGTION I. I. I. AGI 315-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. I. 2. A5GE5/AGI 530-13, TM5 402-16 d A5GE6/AGI 530.1-13, TM5 602-I6 SPECIFICATIONS FOR MASONRY STRUCTURES. I. 1.5. ASTM G270-12a, G476-10, AND Gq0-14 SPECIFICATIONS FOR MASONRY STRUCTURES I. I. 4. NATIONAL DESIGN SPEC,IFIGATIONS (NOS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. I. I. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBC), bth EDITION (2017) I. I. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE 5TRE55 DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (A15G) I. I. 1. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE GONNEGTED WOOD TRUSSES" BY THE TRU55 PLATE INSTITUTE TPI 1-14. 1.2. DESIGN : I. 2. I. AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE I. 2. 2. ASGE5/AGI 530-13, TM5 402-16 d A5GE6/AGI 530.1-13, TM5 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. I. 2. 3. A5TM G270-12a, G476-10, AND Gq0-14 SPECIFICATIONS FOR MA50NRY STRUCTURES I. 2. 4. NATIONAL DESIGN SPECIFICATIONS (ND5) FOR WOOD GON5TRUGTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. I. 2. 5. PLYWOOD DE51ON SPECIFICATIONS (APA) I. 2. 6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), bth EDITION (2017) I. 3. SHOP DRAWINGS : I. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. I. 3. 2. ALL SHOP DRAHING5 ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. I. 3. 3. ALL ROOF AND FLOOR TRU55 SHOP DRAHIN65 ARE TO BE 516NED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE : DRAHIN65 AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRAGING REG2UIREMENT5, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE HITH THE bth ED. (2017) FLORIDA BUILDING GODE, RESIDENTIAL BUILDING CATEGORY: II 2. I. DEAD LOADS: ROOF TILE (TG=15P5F, BG=IOPSF) ASPHALT SHINGLE (TC=7P5F, BG=IOPSF) METAL (TG=IOPSF, BG=IOP5F) FLOOR TILE (CERAMIC,, 112" MORTAR BED) CARPET OR HOOD 2 2. LIVE LOADS : ROOF FLOOR ONE- AND TWO-FAMILY DWELLINGS UNINHABITABLE ATTIC, NO STORAGE UNINHABITABLE ATTIC, LIMITED STORAGE HABITABLE ATTICS, SLEEPING AREAS OTHER EXTERIOR DEGK5 RAILING - NONGONGURRENT LIVE LOAD REDUCTIONS 2. 3. ROOF SNON LOAD DATA: GROUND SNOW LOAD, Pg = 2. 4. WIND LOADS : BASIC WIND SPEED, V (3-5EG. GUST) WIND EXP05URE INTERNAL PRESSURE COEFFICIENT G d G DE51ON PRE55URE WIND BORNE DEBRIS PROTECTION 2.5. 5E 15M I G DE51ON DATA: SEISMIC IMPORTANCE FACTOR, 1. SEISMIC R15K CATEGORY MAPPED 5RA, 55, 51 51TE CLASS DESIGN ERG, 5D5, SDI SEISMIC DESIGN CATEGORY BA51G 5FR5 DE51ON BASE SHEAR, (UNFACTORED) SEISMIC RESPONSE GOEFFIGIENT, GS RESPONSE MODIFICATION FACTOR, R ANALYSIS PROCEDURE 2. 6. FLOOD DESIGN DATA: DATUM FLOOD ZONE BASE FLOOD ELEVATION: LOWEST PROPOSED FLOOR ELEVATIONS 3. DEFLEGTIONS: LIVE LOAD TOTAL LOAD 4. MATERIALS 4.1. RE I NFORG I NG STEEL 25P5F I"1P5F 20P5F 25P5F 15P5F 20P5F I OP5F 20P5F 30PSF 40PSF SAME AS OCCUPANCY SERVED 50PLF OR 200LB PER CODE N/A 140MPH (Va5d=108MPH) G SEE PLAN SHUTTER/IMPAGT GLA55 N/A A N/A N/A MASONRY WALLS N/A N/A N/A ELF NAVD88 1X,I N/A N/A L1560 L/240 4.1. I. REINFORCING STEEL SHALL BE ASTM A615/A615M-Oq GRADE 40, f'y = 40 K51 4. I. 2. LAP SPLIGE SHALL BE AS FOLLOW5: #5 BAR 25", #4 BAR 20", #3 BAR 15". 4. 1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE GENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 5HOWN TO THE FACE OF THE CONCRETE. 4. I. 4. REINFORGING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. I. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. I. 6. PE51ON GOVER REQUIREMENTS : G-1-P CONCRETE FORMED AGAINST EARTH 5" G-I-P CONCRETE EXP05ED TO EXTERIOR 2" G-I-P GONGRETE NOT EXPOSED lye GROUT FILLED MA50NRY : 3�a 4. I. 7. WELDED WIRE FABRIC, (HHF): A1064/A1064M-16a 4. 1.85. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315-LATE5T EDITION. 4. 2. CONCRETE : 4.2. I. MODULES OF GONGRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (f'c) DESIGN (E) C-I-P GONCRETE (NORMAL WEIGHT) 2,500 Pal 2,850 K5I G-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi G-I-P GROUT 3,000 P51 3,122 K51 4. 2. 2. GONCRETE SHALL CONSIST OF I" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL GON515T OF PEA ROGK (3/5" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPEC, IFICATION5 AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXGLUDING EXTERIOR WALKWAY5 d DRIVEWAY5) 3 112" MIN. THIGKNESS H/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF IN TOP OF 1-112" OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF CONTRACTORS DISCRETION. 4. 2. 7. CONCRETE PLAGEMENT PRAGTIGE5 SHALL BE IN ACCORDANCE W/ ALL AGI- MGP 2017 STANDARDS. 4. 3. GONGRETE MA50NRY : 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOGK SHALL BE A5TM GGO-14, TYPE 11 NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS d CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS 4. 3. 4. THE AGGREGATE 5TREN5TH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY GON5TRUGTION. 4. 3. 7. MASONRY ROUGH OPENING MAY VARY IN THE GROSS 5EGTION DIMENSION OR ELEVATION DIMENSION SPEGIFIED ON THE APPROVED PLANS FROM -1/4" TO +112" PER SECTION R606.3.1.1 4.4. STRUGTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS 5PF STUD OR BETTER, fb = 675 PSI, E = 1200 K51 ALL EXTERIOR FRAMING 5PF #2 OR BETTER, fb = 875 PSI, E = 1,400K51 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING 5PF , STUD QUALITY OR BETTER, UNLESS NOTED OTHERWISE 4. 4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 4. IF 05B BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE 51MILAR OR GREATER SECTION PROPERTIES. 4. 4. 5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4. 4. 6. WHEN PRE ENGINEERED TRU55E5 ARE GALLED FOR ON THE PLANS THE MANUFACTURER 15 TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4. 4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DE510N SPECIFICATION FOR LIGHT METAL PLATE GONNEGTED WOOD TRUSSES" BY THE AN51/TPI 1-14, BG51 2013 4. 4. 8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4. 4. q. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH AND SHALL BE APPLIED IN STRICT AGGORDANGE WITH THE FRG SECTION R703.1.2 AND WITH A5TM Gc126 INCLUDING THE REFERENCE IN ASTM Gg26 SECTION 8 TO SECTION XI.4.2 OF THE APPENDIX - 7/5" TOTAL THIGKNE55 APPLIED IN THREE LAYERS (515" - 3/8" - I/8") OVER METAL LATH OVER WATER RESISTIVE BARRIER. THE WATER RE515TIVE BARRIER SHALL INCLUDE A WATER-RE515TIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND SHALL BE ATTACHED DIRECTLY TO THE SHEATHING OVER FLASHING INSTALLED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE AND MANUFACTURER'S 5PEGIFIGATION5. GURING TIME FOR 3-GOAT STUGGO, EACH GOAT SHALL BE KEPT IN A MOIST CONDITION FOR AT LEAST 48 HOURS PRIOR TO THE APPLICATION OF THE NEXT GOAT. THE 2ND GOAT SHALL NOT BE APPLIED SOONER THAN 48 HR5 AFTER APPLICATION OF THE 15T GOAT. THE FINISH GOAT SHALL NOT BE APPLIED 50ONER THAN 7 DAYS AFTER THE APPLICATION OF THE 2ND GOAT. UNLESS APPLICATIONS INSTALLED IN ACCORDANCE WITH A5TM Gg26 INGLUDING THE REFERENCE IN ASTM Gg26 SECTION 8 TO SECTION XI.4.2 OF THE APPENDIX 4. 4. 10. INSTALLATION OF EXTERIOR LATHING d FRAMING SHALL COMPLY TO ASTM G 1063 PER FLORIDA RESIDENTIAL CODE R7053.1 4. 4. 11. FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVELY TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M 4 4. 5. FASTENERS AND TIE DOWNS : 4. 5. I. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, CHANNELS : ASTM A36/36M 08 Fy = 36 Ksl ROUND METAL PIPE : A5TM A53/A53M-12, GRADE B Fy = 35 K51 SQUARE METAL TUBING A5TM A500-13, GRADE B Fy = 46K51 HIGH STRENGTH BOLTS A5TM A325-14 MACHINE BOLTS : GALVANIZED A5TM A307-12 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33KsIHITH GqO GALVANIZED GOATING IN ACCORDANCE WITH A5TM A525-q3. 4. 5. 3. NAILS SHALL CONSIST OF : COMMON WIRE NAILS WITH MINIMUM DIAMETER A5 FOLLOW5 : 6d = 0.131 ", IOd = 0.148", 12d = 0.145", 16d = 0.162". 4. 5. 4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE NET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWN5 USED FOR TRU55 AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4. 5. q. POST -INSTALLED ANCHORS INTO CONCRETE I. P05T-IN5TALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM DAN5GO ENGINEERING, LLG PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF M1551NG OR MISPLACED GA5T-IN-PLACE ANCHORS. 2. CARE SHALL BE TAKEN IN PLAGING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR. 3. HOLES SHALL BE DRILLED AND GLEANED IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS (MPII). 4. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW SHALL BE SUBMITTED BY THE CONTRACTOR TO DE ALONG WITH CALCULATIONS THAT ARE PREPARED d SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT 15 CAPABLE OF AGHIEVING EQUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE SPECIFIED PRODUCT U51NO THE APPROPRIATE DESIGN PROCEDURE AND/OR 5TANDARD(5) AS REQUIRED BY THE FLORIDA BUILDING CODE. 5. PROVIDE PERIODIC SPECIAL INSPECTION FOR THRESHOLD BUILDINGS FOR ALL ADHESIVE AND MEGHANIGAL ANCHORS PER THE PRODUCT'S FLORIDA PRODUCT APPROVAL. 6. CONTACT MANUFAGTURER'5 REPRESENTATIVE FOR THE INITIAL TRAINING AND INSTALLATION OF ANCHORS AND FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY. GALL SIMPSON STRONG -TIE AT (800) qqg-50gq. GALL HILTI AT (566) 445-8827. 7. MECHANICAL ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH AGI 355.2 AND IGG-E5 AGIg3 FOR GRAGKED AND UNGRAGKED CONCRETE RECOGNITION. PRE -APPROVED MECHANICAL ANCHORS INCLUDE: A) 5GREW: 51MP50N STRONG -TIE "TITEN-HD" OR HILTI "KWIK HU5-EZ" B) EXPANSION: 51MP50N STRONG -TIE "5TRONG-BOLT 2" OR HILTI "KWIK BOLT TZ" 8. ADHESIVE ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH AGI 355.4 AND IGG-E5 AG308 FOR CRACKED AND UNCRAGKED CONCRETE RECOGNITION. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS PER AGI 315-14 0.2.2. HOLES SHALL BE DRY AT THE TIME OF INSTALLATION. ADHESIVES SHALL HAVE MAX. IN-5ERVIGE SHORT-TERM TEMPERATURE OF 150°F, AND MAX. IN-5ERVIGE LONG-TERM TEMPERATURE OF I10°F (AGI 318 D.q.2.1). PRE -APPROVED ADHESIVE ANCHORS INCLUDE: A) EPDXY: SIMPSON 5TRONG-TIE "5ET-XP" OR HILTI "HIT -RE 500-5D" B) FAST CURE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 200" 4. 5. 10. P05T-INSTALLED ANCHORS INTO MASONRY I. MECHANICAL ANCHORS INSTALLED IN SOLID -GROUTED CONCRETE MA50NRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE WITH IGG-E5 AGOI OR AG106, PRE -APPROVED MECHANICAL ANCHORS INCLUDE: A) 5GREH: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KWIK HU5-EZ" B) EXPANSION: 51MP50N STRONG -TIE "5TRONG-BOLT 2" "WEDGE -ALL" OR HILTI "KWIK BOLT 3" 2. ADHESIVE ANCHORS INSTALLED IN 50LID-GROUTED CONCRETE MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANGE WITH IGG-E5 AG58. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: A) EPDXY: SIMPSON STRONG -TIE 'SET-XP" B) FAST CURE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 70" 3. ADHESIVE ANCHORS INSTALLED IN HOLLOH CONCRETE MASONRY d UNREINFORGED CLAY BRIGK MA50NRY SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH IGG-E5 AG58 OR AG(b0, RESPECTIVELY. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: A) SIMPSON STRONG -TIE "SET" OR HILTI "HIT-HY 70" 4. THE APPROPRIATE SCREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANCHORS INSTALLED IN HOLLOW CONCRETE MASONRY OR UNREINFORGED CLAY BRIGK MASONRY AS REQUIRED BY THE APHE51VE MANUFACTURER. 4. 6. M I GRO-LAM LUMBER: 4. 6. I. MICRO -LAM 5TRE55 GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIE5: E = 2,000,000 PSI Fb = 2,g50 PSI Ft = 1,850 P5I Fc = 500 PSI (PERPENDICULAR) Fc = 2,100 (PARALLEL) 4.1 STEEL: Fv = 285 P51 4. 1. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERiENGF_D, OUAL.IFIED STEEL ERECTOR. 4. 7. 2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN AGGORDANGE WITH A.1.5.G. "SPECIFICATION FOR. THE DESIGN, FABRICATION, AND ERECTION OF 5TRUCIURAI.- 51EEL FOR BUILDINGS". STRUCTURAL STEEL: ASTM A3(9/36M 05. 4. 1. 4. STEEL TUBING: A5TM A500-10, GRADE B. 4. 1. 5. HELPED CONNECTIONS: E-IOXX ELECTRODES, MINIMUM SIZE. FILLET MELDS 3/16", AW5 CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REOUEE)T. 4. 1. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EG2UAL_ TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 1. THE STEEL FRAME 15 "NON-5F-LF SUPPORTING". ADEQUATE TEMPORARY" SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR. ELEMENTS ARE IN PLACE. 4. 8. 501L: 4. 8. I. THE FOOTING 15 DESIGNED BASE ON 2000 PSF SOIL BEARING PRE55URE. C•ONTRAGTOR/OHNER SHALL_ VERIFY 501L BEARING PRE55URF OF THE PR.OP05ED MITE. 4. 8. 2• ALL 501L IS TO BE GLEAN d P015ONED FOR TERMITES PER FBC 6TH EDITION (201"I) RESIDENTIAL SEGTIONS R318.1, R318.2, R30.3, d R318.1 TERMITE PROTECTION - PLANS MUST SPEG I FY TYPE OF TERMITE TREATMENT • SOIL. CHEMICAL BARRIER METHOD • OTHER TREATMENT - MUST SPECIFY PROPOSED METHOD AND .SUBMIT DOGUMENTATION, WHIG SUBSTANTIATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTECTION 5YSTEM OR METHOD. IF GHEMIGAL SOIL TERMITE TREATMENT 15 USED I. FBG 105.11- "A PERMANENT SIGN WHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL_ SHALL BE PROVIDED. 'THE 51ON SHALL BE POSTED NEAR THE WATER HEATER OR F-LEC TRIG PANEL" 2. CONDENSATE AND ROOF DOWNSPOUT5 SHALL DI5GHAR.GE AT LEAST I'-0" AHAY FROM THE BUILDING SIDE WALLS. 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS 5HALL NOT BE INSTALLED WITHIN I'-O" OF THE BUILDING 51DE WALL. 4. FBG R318:1 -- IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL_ EARTH GRADE ON THE EXTERIOR OF A BUILDING WALL NOT BE LE55 THAN 6 INCHES (152 MM) EXCEPTIONS: I. PAINT OR DECORATIVE GEMENTITIOU5 FIN15H LE55 THAN g INCH (1-1.1 MM) THICK ADHERED DIRECTLY TO THE MASONRY FOUNDATION 51DEWALL. 2. ACCESS OR VEHICLE RAMPS WHIGH RISE TO THE INTERIOR FIN] 5- H FLOOR ELEVATION FOR THE WIDTH OF SUCH RAMPS ONLY. 3. A 4-INGH (102 MM) INSPECTION SPACE ABOVE PATIO AND GARAGE SLABS AND ENTRY ARE -AS. 4. IF THE PATIO HAS BEEN 501L TREATED FOR TERMITES, THE FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR FIN15H FLOOR ELEVATIONS ON MASONRY CONSTRUCTION ONLY. 5. MASONRY VENEERS CONSTRUCTED IN ACCORDANCE HITH SECTION R315A. 5. R318.1.1 IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE:. DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION 15 COMPLETE. 6. R318.1.2 IF 501L TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED WITH A CHEMICAL SOIL TREATMENT INCLUDING SPACES BOXED OR FORMED. 7. R318.1.3 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5PAGE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE 5UF35EG2UENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY U51NG PLASTIC OR METAL PERMANENTLY PLACED FORMS OF 5UFFIGIENT DEPTF-I TO ELIMINATE ANY PLANNED 501L DISTURBANCE AFTER INITIAL CHEMICAL 501L TREATIMENT. 8. R318.1.4 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICALLY TREATED 501L SHALL BE PROTECTED WITH A MINIMUM 6 MI. VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OGGLIRS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT 15 RE>UIRED. ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER GHEMIGAL TREA'fMENT UNTIL THE CONCRETE FLOOR 15 POURED, SHALL_ BE DONE IN 5UC•H MANNER A5 TO AVOID PENETRATING OR P15TURBINO TREATED SOIL. q. R3Ib.1.5 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, CONCRETE OVERPOUR OR MORTAR ACGUMULATED ALONG THE EXTERIOR F OUNDAT10N PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR. CHEMICAL SOIL TREATMENT, TO ENHANCE VERTICAL. PENETRATION OF THE CHEMICALS. 10. R318.1.6 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICAL 501L TREATMENTS SHALL AL50 BE APPLIED UNDER ALL EXTERIOR CONCRETE OF GRADE WITH I FOOT (305 MM) OF THE PRIMARY STRUCTURE SIDEWALL5. ALSO, A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION 15 COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGATION/5PRINKL-ER INSTALLATION. ANY 5011_ DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER 15 APPLIED 5HALL. BE PROMPTLY RETREATED. 11, R318.17 IF A REGISTERED TERMITIGIDE FORMULATED AND R.EGI51'ERED AS A BAIT SYSTEM 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTION R318.1.1, THROUGH SECTION R318.1.6 DO NOT APPLY; HOWEVER, A 51ONED CONTRACT ASSURING THE INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM FOR A MIN!MUM OF FIVE YEARS FROM THE ISSUE OF THE CERTIFICATE OF OGGUPANGY SHALL. BE PROVIDED 'TO 1-11F BUILDING OFFICIAL PRIOR TO THE POURING OF THE SLAB, AND THE 51`5TEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. IF "THE BAITING SYSTEM DIRECTIONS FOR US REQUIRE A MONITORING PHASE PRIOR TO INSTALLATION OF THE PE5TIGIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE MONITORING PHASE GOMPONENT5 SHALL BE DEEMED TO GON571TUTF INSTALLATION OF THE SYSTEM. 12. R318.1.8 IF A REGISTERED TE-RMIT"IGIDE FORMULATED AND REGISTERED A5 A WOOD TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTIONS R318.1.1 THROUGH R318.1.6 DO NOT APPLY. APPLICATION OF THE WOOD TREATMENT TERMITIGIDE5 SHALL BE A5 REQUIRED BY LABEL DIRECTIONS FOR U5E, AND MUST BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. 13. R318.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDFD BY REGISTERED TERMITIGIDE5, INGLUDING 501L APPLIED PE5TIGIE?E5, BAITING 5Y5TEM5, AND PE5TICIDE5 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEH CONSTRUCTION. SEE 5EC.T'ION 202, REGISTERED TERMITIGIDE. UPON COMPLETION OF THE APPI_.IGATION OF: THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE I5SUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS "THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGCORI MANGE WITH RULES AND LAW5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AC RICLILTURE AND CONSUMER SERVICES." 14. R318.2 PENETRATION. PROTECTIVE_ SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF GELLUI-OSE-CONTAINING MATERIAF_5. IF 501L TREATMENT I5 U5ED FOR SUBTERRANEAN TERMITE- PROTECTION, THIF SLEEVE SHALL_ HAVE A MAXIMUM WALL THICKNESS OF 0.010 INGH (0.25 MM), AND BE SL--ALED WI THIN THE SLAB USING A NON -CORROSIVE GLAMPING DEVICE TO ELIMINATE THE:. ANNULAR SPACE. BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE: THE SLEEVE. 15. R318.3 GLEANING. CELLS AND CAVITIES IN MA50NRY UNITS AND AIR (SAPS BETWEEN BRIGK, STONE OR MASONRY VENEERS AND THE 5TRUGTURE SHALL. BE GLEANED OF ALL NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE WOOD, OR OTHER GELLULO5E-GONTAINING MATERIAL PRIOR TO CONCRETE PLAGEMENT'. EXCEPTION: INORGANIG MATERIAL MANUFACTURED FOR GL051N6 CELLS IN FOUNDATION CONCRETE MASONRY UNIT CONSTRUCTION OR GLEAN EARTH FILL PL.AGED IN CONCRETE MASONRY UNIT VOIDS BELOW SLAB LEVEL BEFORE TERMITE TREATMENT IS PERFORMED. 4. 8 .5. SOIL 15 TO BE COMPACTED TO q596 MODIFIED PROCTOR A5 DEFINED BY A5TM D 1557-12e1 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. OR SENTRIGON SYSTEM TO BE USED 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-GOR" PRODUCT OR SENTRIGON SYSTEM, METHODS MUST BE DETERMINED AT PERMIT STAGE . 2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. REOU I RED SAFETY GLAZING IN HAZARDOUS LOCATIONS SAFETY OLAZIN6 (RE: FRG R308.4) R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURP05ES OF GLAZING: I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS. EXCEPTIONS: I. GLAZED OPENINGS OF A SIZE THROUGH WHIGH A 3-INGH DIAMETER (76 mm) SPHERE 15 UNABLE TO PASS. 2. DECORATIVE GLAZING. 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE GON51DEREP TO BE A HAZARDOU5 LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 INGHE5 (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: I. WHERE THE GLAZING 15 WITHIN 24 INCHES (610 MM) OF EITHER 51DE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. 2. WHERE THE GLAZING 15 ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CL05ED P051TION AND WITHIN 24 INCHES (610 MM) OF THE HINGE 51DE OF AN IN -SWINGING DOOR. EXCEPTIONS: I. DECORATIVE GLAZING. 2. WHERE THERE 15 AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. WHERE ACCESS THROUGH THE DOOR 15 TO A CLOSET OR STORAGE AREA 3 FEET (q14 MM) OR LE55 IN DEPTH. GLAZING IN THI5 APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 4. GLAZING THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO DOORS 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE WINDOW THAT MEETS ALL OF THE FOLLOWING CONDITIONS: I. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN g SQUARE FEET (0.83bm'); AND 2. THE BOTTOM EDGE OF THE GLAZING 15 LESS THAN 18 INCHES (457 mm) ABOVE THE FLOOR; AND 3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INCHES (c114 mm) ABOVE THE FLOOR; AND 4. ONE OR MORE WALKING SURFACE ARE WITHIN 36 INCHES (q14 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: I. DECORATIVE GLAZING. 2. WHEN A HORIZONTAL RAIL 15 INSTALLED ON THE ACCESSIBLE 51DE(5) OF THE GLAZING 34 TO 38 INCHES (846 TO q65) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/m) WITHOUT CONTACTING THE GLA55 AND BE A MINIMUM OF I I/2" INCHES (38 mm) IN GROSS SECTIONAL HEIGHT. 3. OUTBOARD PANES IN INSULATING GLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS WHEN THE BOTTOM EDGE OF THE GLA55 15 25 FEET (-1620 mm) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES OR OTHER HORIZONTAL (WITHIN 45 DEGREES (O.gl RAD) OR HORIZONTAL) SURFACE ADJACENT TO THE GLA55 EXTERIOR. 4. ALL GLAZING IN RAILINC75 REGARDLE55 OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUGTURAL INFILL PANELS. 5. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FAGING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, 5HOWER5 AND INDOOR OR OUTDOOR 5HIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) MEASURED VERTIGALLT' ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THI5 SHALL APPLY TO 51NOLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT 15 MORE THAN 60 INCHES (I524 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE HATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. 6. GLAZING WHERE THE BOTTOM EXP05EP EDGE OF THE GLAZING 15 LE55 THAN 36 INCHES (q14 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF 5TAIRHAY5, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMP5 SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: I. WHERE A RAIL 15 INSTALLED ON THE AGGE551BLE 51DE(5) OF THE GLAZING 34 TO 38 INCHES (864 TO q65 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (130 N/M) WITHOUT CONTACTING THE GLA55 AND HAVE A GRO55-5EGTIONAL HEIGHT OF NOT LE55 THAN 1 112 INCHES (55 MM). 2. GLAZING 36 INCHES (g14 MM) OR MORE MEASURED HORIZONTALLY FROM THE NALKING SURFACE. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LE55 THAN 36 INCHES (ql4 MM) ABOVE THE LANDING AND WITHIN A 60-INGH (1524 MM) HORIZONTAL ARC, LESS THAN 150 DEGREES FROM THE BOTTOM TREAD N051N6 SHALL BE GON51DEREP TO BE A HAZARDOUS LOCATION. EXCEPTION: THE GLAZING 15 PROTECTED BY A GUARD COMPLYING WITH 5EGTION R312 AND THE PLANE OF THE GLA55 15 MORE THAN 18 INCHES (457 MM) FROM THE GUARD. NOTE_ IT 15 THE GONTRACTOR5 RESPONSIBILITY TO REVIEH ALL DRAWINGS BEFORE GON5TRUGTION BEGINS. DANSGO ENGINEERING, LLG 15 RESPONSIBLE FOR THE STRUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GONDITION5, OTHER DESIGN PROFE5510NAL5' SHOP DRAHING5, GONTRAGTORS' BUILDING METHODS, AND THESE 51ONED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, ING. PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION. ATTENTION: GHEMIGAL GHANGES IN PRE55URE TREATED WOODS AS OF DEGEMBER 315T, 2003, GHROMATED COPPER ARSENATE (GGA-G) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL GON5UMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE GGA-G. MANY OF THE NEW PRESSURE TREATED WOODS USE GHEMIGALS THAT ARE GORRO51VE TO STEEL. IT 15 THE GONTRAGTOR'5 RESPONSIBILITY TO VERIFY THE TYPE OF HOOD TREATMENT AND TO SELECT APPROPRIATE GONNEGTOR5 THAT RESIST GORRO510N. FOR EXAMPLE, AGO-C, ACO--D, GBA-A, OR GA-15 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (55X) DOES NOT. HORST GASE DESION PRESSURE TABLE BUILDING DATA WIND SPEED 140 MPH (Vaad 108 MPH) WIND EXPOSURE -- 'C' (FRG R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.15 ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) " END ZONE IS ONLY WITHIN 5'-0' OF ALL EXTERIOR BUILDING COMERS WINDOWS AND DOORS (ASD PRESSURES) 140 MPH + 25b PSF / - 343 PSF (END) UNLESS NOTED ON FLOOR PLANS + 25.6 PSF / - 21.1 PSF ( INTERIOR) UNLESS NOTED ON FLOOR PLANS GARAGE DOORS (ASD PRESSURES) SINGLE 5x1 + 223 PSF / - 253 PSF DOUBLE 16x1 + 21.4 PSF / - 23.8 PSF RAFTER SPAN TABLE MEMBER SIZE AND 6PACINGr17 MAXIMUM LENGTH MEMBER CONNECTIONS- 2' X 4' 6 16' O.G. 1'-5' (2) 16d TOENAILS 2' X 6' 6 16' O.G. 10'-8' (2) 16d TOENAILS 2' X 8' 6 16' O.C. 13'-9' (3) 16d TOENAILS 2' X 10' a 16' O.C. 16'-5' (1) USP HTU120 OR (3) 16d TOENAILS 2' X 12' is 16' O.G. 19'-3' (1) USP HTU120 OR (4)16d TOENAILS 2' X 4' 9 24' O.G. 6'-1' (2) 16d TOENAILS 2' X 6' 6 24' O.G. 8'-6' (2) 16d TOENAILS 2' X 8' 6 24' O.G. 11'-0' (2) 16d TOENAILS 2' X 10' 6 24' O.G. 13'-0' 1 (3) 16d TOENAILS 2' X 12' is 24' O.C. 15'-4' 1 (1) USP HTUJ20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 P5F LOADING "I'2 x 4 MEMBER TO BE SYFM NON -DENSE OR BETTER COMPONENT & CLADDING DESIGN PRESSURE (140mph (Vasd = 108ri 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 10 171 -26.6 17.1 -46.2 17.1 -68.6 29.7 -30 8 29.7 -392 20 15,5 -25.2 15.5 -43A 15.5 -64.4 28.3 -30.8 28.3 -364 50 140 -25.2 14.0 -37 8 14.0 -58.8 26.6 -28.0 26.6 -32.2 100 14, 0 -23.8 14.0 -33.6 14.0 -54.6 25.2 -26.6 25.2 -30.8 125 14.0 -23.8 14.0 -33.6 14.0 -54.6 25.2 -26.6 25.2 -30.8 Notes: 1. For effective areas or wind speeds between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2. Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table R301.2(3) of the 6th Edition (2017) FBC, Residential volume 3 Plus and minus signs signify pressures acting toward and away fromthe building surfaces 4. Table values have been multiplied by 0.6 to convert component and cladding pressures to ASD. -_ CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTOR GRAVITY(100%) UPUFT(LBS) LATERAL, I F2 (LBS) FASTENERS CONNECTOR GRAVITY(=%) UPUFT(LBS) LATERAL, I F2(LBS) FASTENERS SYP SPF I SYP I SPF SYP SPF SYP I SPF MASONRY/CONCRETE APPLICATIONS MASONRY/CONCRETE APPLICATIONS HTA16 - 1870 15G8 710(611) 9-Lod x 1112" HFTA16 - - 1810 - 795 9-10dx 11/2" IITA20 - - 1870 1608 710(611) 9-10dx 1112" HETA20 - - 1910 795 9-Lod x 1112" FIT 16M - 1395 1395 480 9-10d x 1112" & (4) 1/4" x 1 3/4" TAPCON HM9KT - 805 805 200 - (4) SDS 1/4" x 1 112" & (5) 1/4" x 2 1/4" TITEN 2 HT716 - 3500` 31(Yl" - 18 Lod & (1) 5/8" 0 A.B. W/ 12 l/2" EMBED. HTT4 - 3500" 3105` 18 10d x 1 112" & (1) 5/8" 0 A.B. W/ 12 112" EMBED. HT145 - - _ 3500" 3500' - 18. 10d & (1) 5/8" 0 A.B. W/ 121/2" EMBED. HTlS LGT2 LGT3 - - - 3500" 3500" - _ - 26-10d x 1112" & (1) 5/8" 0 A.B. W/ 12 1/2" EMBED. L UG12 LUG13 - 1550 1550 475 (400) 16. 10d & (S) 1/4" x 3" POWERS WEDGE BOLTS 2150 I 1850 16-16d SINKERS & (/) 1/4 x 2 1/4" I I I I N 2 (12) SDS 1/4" x 3" & (4) 3/8" x 5" TITEN HD - 3525 3240 - (12) 114" x 2 V2" WOOD SCREWS & (4) 3/8" x 5" POWERS WEDGE BOLTS - 3285 2365 LTS19-TZ - - 1205' 1036' � 8-10d & (1) 3/4" 0 A.B. W/ 6" EMBED. ITT79 LTTI31 - - - - 1310' 1350' 1125* 1160' - _ 8-10d x 1112" & (1) 3/4" 0 A. R. W/ 6" FMRED. 18-10d x 1 112" & (1) 5/8" 0 A.B. W/ 5" EMBED. LTTI31 - 2100` 21W' _ 18-10d x 1112" & (1) 5/8" 0 A.B. W/ 7 112" FMRED. MUGT15 - 2556** 2556" _ 22. Lod & (1) 5/8" 0 A.B. W/ 12" EMBED. MGT - 2556" 2556" 22 10d & (1) 5/8" 0 A.B. W/ 12" EMBED. RFUS - - SSW 4730 - (12) 1/4" x 3" WOOD SCREWS & (4) 3/4" x 6" POWERS WEDGE BOLTS+ FGTR - 5000 3600 (18) SDS 114" x 3" & (2) 112" x 5" TITEN HD FRAME APPLICATIONS FRAME APPLICATIONS RT7 - - 585 495 195 (160) 10-8d x 1 1/2" H2.5A - - 575 495 110 10-8d x 1112" RT16A - - 1380 1160 645 (545) 9 10d x 1 1/2" & 8-10d H10A - - 1340 1015 285 18 10d x 11/2" RT162 - - - - 1160 975 415(345) 1&8dx11/2" _ 8 10d H10A-2 - - - - 1245 585 1065 440 1070 260(225) 18-10dx11/2" 10-10d 12-Tod (*Tod 1112" IT) lOd x 1 1 Y' / SPT22 - 685 589 260(223) SN1 - 535 SP124 - 1030 885 260(223) 12 10d SP2 SP4 S PH4 - - - 605 SPT4 S PTH4_ - 945 T_0 1 3 812 - 6-1Odx 1112" 380 - - 148 7 - 1210 11/2" Lod - 12 40 1065 _ MUG 115+ PHD4A LUGT2 - 41/5*'* 2260 3590*" 1900 - 505(425) _ 22- Lod & (1) 5/8" 0 BOLT (10) 114" x 3" WOOD SCREWS _ MGT + HDU4_-S_ LIS D_S2.5 S20 - 3965*`" 3285"`« 525 22 10d & (1) 5/8" 0 BOLT (10) SDS 114" x 2 1/2" - - 32-10d 20-10d - 2050 _1785 1245 170 30-16d SINKERS_- 20-10d IITW20 - -_ 1530 128S - - - LSTA18 - - 1235 1110 - _ _ 14-10d -HT ISTA18 - _-_ - _1450 1235 1116 - 14Lod LSTA24 - 1235 123S - 1fi 10d LSTA24 - 1235 1235 - 18 lod LSTA30 - - 1640 1640 - 22-10d LSTA30 - - 1640 1640 - 22-10d LSTA36 - - 1640 1640 - 22-10d LSIA36 - - 1640 1640 - 24w10d HUNG APPLICATIONS HUNG APPLICATIONS MSH29 2980 2190 785 615 - 10-10d&4-10d THA29 2260 1740 S60 480 - 8-10d&4-10d HUS26 2160 2373 1925 1655 20-16d HUS26 2720 2330 1550 1335 - 20- 16d THD26-2 2711 2382 2340 2012 18-16d & 12-10d HHUS26-2 2785 2390 1550 1335 - 20-16d THDH26-2 431S 3785 2340 1115 - 28-16d HGUS26-2 4355 3750 2155 1855 - 28 16d THD26-2 2770 2382 2340 2012 - _ 18 16d & la 10d HTU26-2 2940 2530 2175 1870 - RT 16d & 20-10d HD28 1230 1057 /80 670 - 8-16d & 4-10d x 1112" 30-16d HU28 HLJS28 895 770 610_ _ 525 1720 - 616d & 4 10d x 11/2"_ 11US28 4170 3586 2570 2210 _ _ 3965 2905 2000 - - 30-16d _- 30-16d _ THD28-2 4310 3706 2595 2231 -_ 28-16d & 16-10d HHUS28-2 4210 3615 2000 1720 HD210-2 2155 IM3 7205 - 1170 1006 _ 14-1Gd & G10d 58-16d HU210-2 2085 1795 1135 4095_ 980 3525 - - 14-16d & 6-Tod 62-16d _ (2) 3/4" 0 A307 THRU BOLTS IN 10 GIRDER&(4)3/4"0A307THRU BOLLS INTO MASONRY THDH210-2 9010 4370 2620 - H_6US210-2 9100 7495 - KLEG3 W/TOP FLANGE 12200 3845 - (2) 3/4" 0A307 THRU BOLTS IN10 GIRDER&(4)3/4"0A307THRU BOI TS INTO MASONRY LEG3PC 11865 - 3845 - IHDH414 2520 - 1950 - _ 1616d&(18)3/16"x 13/4" POWERS TAPPER, HL1414 5085 2015 - 12- Lod & (24) VC x 23/4"FIT FN2 ' CAPACITY FOR CONCRETE APPLICATION. ANCHOR BUT T REQUIRES MINIMUMS' EDGE DISTANCE ON CONCRETE & SET IN SIMPSON SET-XP EPDXY " CAPACITY FOR MASONRY APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 23/4"F06EAND 20"END DISTANCE INTO TOP OFFULIYGROUTED CMU WALL & SET IN SIMPSON SET-XP EPDXY CONNECTION MOUNTED VERTICALLY O INDICATFS 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. FILL CELL - STD. 90' HOOK F BOND BEAM I ROOF DIAPHRAGM NAILING 5GHEDULE j USP-_. RIDGE LINE `� - --- -- ---- _-- MUGT15 TYP GIRDER TRUSS W Lu cr > STD. 900 - -- _ -- =1-, - CONT. #5 CONT. #5 HOOK BAR 2X TOP PLATE BAR -- l FROMNT. BOLT - --- �� OR -1/16" 05B (FOR FOUNDATION TO HIGHEST SHINGLE) 19/32" GDX 15/32" GDX PLYWOOD PLYWOOD OR 05D __;_ 1 BOND BEAM (FOR TILE) ��� 2 X 6 (MIN) B.U.0 IDLE LINE BOND BEAM STEP 140 MPH 3 5EGOND GUST EXPOSLI E 'G' WIND ZONE 140 MPH 3 5EGOND GUST EXPOELRE 060 HIND ZONE SCALE: N.T.S. USP- (FOR SHINGLE) (FOR SHINGLE) MUGT15 TYP. R5R5-OI NAILS ® 6" O.G. 4 R5R5-01 NAILS ® 6" O.G. EDI5E5 4 +++++ 4" O.G. ® GABLE END WALL OR GABLE TRUSS RSR5-01 NAILS ® 6" O.G. INTERMEDIATE 2nd FLOOR O 113 INGH NOMINAL SHANK DIAMETER 0113 INGH NOMINAL SHANK DIAMETER INTERIOR/EXT WALL SEE + + + + + + + + + + + + + + + + + "+ + + + + + + + " + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + T + + + + + + + + + + + + + + + + + + + + + + 6'- " (TYP.) + + + + + + +++ +++ + + +++ + + + + H++ + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +4, 2 5/5" INGH NAIL LENGTH 2 31b" INGH NAIL LENGTH PLAN FOR MORE INFO (FOR TILE) (FOR TILE) -CONT. BASE PLATE R5R5-01 NAILS 0 6" OG 4 4" OG ® GABLE END R5R5-OI NAILS ® 6" OG EDGE5 4 BEARING COLUMN TYPICAL USP MUGT15 TO HTA 20-18 / HTA 20 WALL OR GABLE TRU55 R5R5-0I NAILS ® 6" OG INTERMEDIATE 0.120 INGH NOMINAL SHANK DIAMETER (MIN) 0.120 INGH NOMINAL SHANK DIAMETER (MIN) SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN BUILT-UP COLUMN DETAIL COLUMN AND INSTALLATION @ MID SPAN 3 INGH NAIL LENGTH 3 INGH NAIL LENGTH CONNECTION TJI TO BE CUT TO ALLOW - NOTE: FOR BLOCKING/TJI 1) R5R5-01 15 A RING SHANK ROOF SHEATHING NAIL MEETING THE 5PEGIFIGATIONS IN A5TM Fl(bb-1 2) SEE 5TRUGTURAL NOTES FOR SHEATHING SPEGIFIGATIONS AND WIND SPEED. -- NOTE: 3) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER. -MASONRY WALL OR LOCATION OF UPLIFT VALUE 4) 5GHEDULE A55UME5 SHEATHING IS FASTENED DIREGTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. INTERIOR BRG. WALL SECOND RT16A IS BASED ON IF ROOF FRAMING 6ON515T5 OF A LE55ER GRADE OF LUMBER, GONTRAGTOR MUST GONTAGT DAN5GO ENGINEERING, TJI PER PLAN %%% ,�%� LLG FOR ALTERNATE FOR NAILING PATTERN. OTHERWISE SOLID S.P.F. BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. � USP RT16A USING SECTION @ INT. BRG. WALL 17-8d x1 1/2" NAILS DOUBLE JOIST CONSTRUCTION UPLIFT = 116044 Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 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 [90 2.0 2 x _ lumber Double 2 x _ lumber (Not required if both loaded equally from above) N.T.S. Filler blocking 1 /8" min. min ` ". �. * 2" max. }Small gap 42 " max. 1l8"gap - ��yL Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3 Leave 1/8" a between to of filler blocking and bottom f o flange. g p p g o top2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x ' CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when possible Stagger rows from opposite Web Stiffener Fastener Schedule_ Joist _B aring Location Series De th End Intermediate ® BCI5000s 9-1121, 11-7/8" _ 2-8d 2-8d 2-8d_ 3-8d 14" 2_8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d _- - 2.8d _ 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d _ 3-8d 14" 2-8d _ 5.8d_ 16" 2-8d 6-8d BCI90s® - /$" 3-16d _ 3-16d 14" -16d 5-16d _16" 6-16d _ _ TYPICAL OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER topopflange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads o N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR TYPICAL HTA 20-18 / HTA 20 SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall INSTALLATION TYPICAL MTW INSTALLATION BEARING Use 3" (1111 nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists�� meet over wall, or wall stacks directly over wall or TABLE R906.1.1 Load bearing wall must stack beam below ) UNDERLAYMENT TABLE over squash=20 blocks and Load bearing wall must stack over Non -stacking walls ` blocking and wall or beam below. --- wall or beam below. require additional Joist L * I i Roof Slope 4:12 and consideration. Check Roof Slope 2:12 and Underfayment 1 Underpayment When joists meet over wall, provide Roof Covering Section Greater j local building I -Joist can be offset ;Less Than 4:12 Underpayment ( Attachments ! I Attachment; i 1/16" 1 3/4" minimum bearing for each. I Underta went i code for appropriate I Y up to 3" to avoid ____..._...._ . details In One 10d box vertical plumbing AST If,l D226 Type i or 11 i AST1 I:226 Type It areas 20 of high or-20 sinker ASTf:t IJfi f ri V I1, lit OfIV i 1 AST1.1 D486,'9 Type N, 2 lateral load. nail each side 3" max Asphalt shingles R905 2 ASTp f D6757 j i ASTM D �7 at bearing. JOISTS OFFSET ASTtA D1970 A;,Tlld D1970 �. N.T.S. ....... Concrete and Clay Tile Ih C c 4 a LLC: Section fi ti . . •� t Provide adequate bearing R905.3 j Use 10dx3" Halls at 6"o.c. for all joist ..... ._ ..__.......... . for each lapped joist. - - - - blocking panel "Non -stacking walls ASTiv1 C>226 a ypr t GF €i 10d nails require additional consideration. j ASTNI f.l D;...h T'yp 11 Squash block q Metal roof shingles ASTI'A D4f,,69 Type It III Or p�! i A�+TI 1 `r4 h j 1' d 2 (2x4 minimum) SECTION @ INT. BRG. WALL 7 I I R905.4 ASTIiA Df,)71�7 N.T.S. ____. ._ Bearingwall Versa -Lam LVL or r I 9 -7... A4Tt>r1 f)1:17,1 ;i A°>T'I,1 Dta#, tl I :� _ .._. _......___. «.........._..--.._.._.. �....._._......._........._........._.................. Glulam Beam ® �_._.., ._ «( ......... _.._._ ASTM D226 fypt_ I or 11 Knerai-surfaced roll AS i l l D226' Type 11 I I ASTNI iD481I Tv II III or IV 1 E NO HOLES (EXCEPT roofing ASTM D 671z7 I ASTNI Ct4 E 9 Type IV I MINIMUM SPACING = 2x GREATEST Backer block 12." wide min. KNOCKOUTS) ALLOWED U DIMENSION OF LARGEST HOLE Nail with 10- 10d nails. R90�.5 # ASTM D1970'I � ? ASTI1 D1970 J IN BEARING ZONES see table below (KNOCKOUTEXEMPTS) Install tight to top Flange. ,.__.. ( � p �" AS11A DL2s Type I of 11 ! i ASTM 9 D226 Type, it (see table below) Slate and slam -type ASTM D48439 type 11 111 Or IV ; 1 ; 7 shingles r ASTM M D4��9 Type 1V DO NOT cut, notch _ Joist hanger ASTp.1 lla7,:=/ j I f R90b-6 _......_...._,._. ...... � ..__._......._..._...._______--------- .,..�._................-----I - ordrillflanges �� -------- ASTNI L�1 1I0 i ASTNI D1970 cD co Wood shingles ASTNI D226 Type 1 or 11 i A, T i.)a f'� Ty pe 11 R905.7 ASf T4 U 1869 ype-' II III or IV 1 � AS T I s 1 4 f 9 'Type @ _....... -____....._, a _. _.__. .._____......................._... _...._._. L ,.__ _.. _. _._ _-.,._ ....._.._ .. A 1%" ROUND HOLE MAY DO NOT CUT HOLES 1 t ifnited to Ir of I 6 BE CUT ANYWHERE IN 6r, 6"CANTILEVER LARGER THAN 1Yz" Flllleril block. Wood shakes Itp s 4 1:? ciTltt A a°1 t'.' Type 11 THE WEB. PROVIDE AT ROUND IN 10-10d nails. R906.8 ASTI'9 D48,69 Ty;xt [V LEAST 3" OF CLEARANCE ...... _;atT CANTILEVERS. Backer block required where top _...... I ........ _... _......._.. FROM OTHER HOLES mount hanger load exceeds 250 lbs. ASTNI D226 Type ? CT 1ITP*1 C)2 t' I yrle 1I MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" Install tight to top flange, Metal roof panels ASTNI f 04859 Type 11 111 or IV 1 1 ! AS '111 D4;*9 Tyf)e. IV 2 RWW u „ . $ :;' " "i .... ,': �1 ' : ... I R905.10 45Tf 1 11 7 I i >G'sTM D6 71,7 1 A`�Tp' 3 � ....`... .3 _.. ASTM D1970 8 1'-0" 1'A" 1'2" 1'-2" V-3* V-3' V-7" V-11" 2-4' 2'-9g' 3 2* 3-7 1/4"-2" gap __.__._. _..__...__,._.. ____-___._,_.._,_.,.,___._._.................__........._.___.__.___,...,..._._._............._...._ ._._.. m._._....___.._- . ...... ASTNI D226 Type I or 11 Any 16' joist 12 1'-0'* V-1"` 1' 2" T-2'" 1'-3'* V-9" Z-4" 2'-11" 3'-7" 4-2 4'-g' 6-4" � AST 4 D226 Type 11 1 Span (ft) 1�a 1'-0'" 1'-1'° 1'-Z" 1'-2'" 1'-T° Z-5'" 3'-Z' 3'-10"" 4'-9,* 5'-T` 6'-T T2, ; Photovoltaic Shingles ASTt:� C14 6rs Type 11, 111 or IV ? 1 ASTIO C 4869 Type rV 2 20 V-0'° 1'-1'" 1'-Z" 1'-2" 2-0` 3-0" 4'-CT 4-10" 6-11" 16-11" 7'-11" 8'-11" R905.17 AST1;1 l 6 5 / ! AS T KI 16 757 Backer Block % _._.........._F..S i g 1 1 __....L ....._-. _... 24 1,-0." 1'-1'* 1' Z' V-3." 2-5'" 3'-T' 4'-9` 5'-10," 7'2, 8'4. 0,-0," 10'-9r° �7L� 3 ASTNI DIWO "Top Mount" "Face Mount" ........ ..__ ... ............. ..... .......... ........ .. ... ................................................. ......i NOTES: Backer block shall be tight Backer block shall be tight 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with Fr.u.;r Q,I> cs ?z,, ;,r" € g ",.f*,r,1 TM ,1rlts l,.z: to er<e > glnvel ar ,�� r= f. _f ,.;,. •„�f : a i„ t ,...I+ r.dl .:, ,a1 >.,1�z t_ f>ft 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 , ' :" = 431 < srr»` t 0rl (t=€,&, , eW r H T:mr iV % V4 i=:e lu r, , tr s;.Vt W a*'.* 'M, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. Tne 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS eb stiffner as .a 7 1: ngf,i+kr In" tr,:,,a ,f r" t;� < S, A`&t* W stiffeners required W 3. ' �f P. i in r-! >hC cfiJ 'ta a..,L' f:?>L3 �85tG,)t°v : i^: ?':> �, :. :'.:�'_ t . vf'4:;:Ya i ZC'ei 5€` 3,€ i N 8?'Lr'w`I THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web st a ers are not equ ed when top required if hanger :ac.rlc >a 1 «,ai>S . _ r r , r a' :� is t fez ro^ sss tha, IAr- rte ca;s sn.. € ar rr.Tr« s n a less _€ter y..n A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet n- I , �,� sh.r. 1 n;"•: mL,. r rf; rrsn , r.:.,.D;r,l, "a rt li +r,` ` esn ;,r 1 e ,,::«.1 e , a° c= gin.: :a.as s' a.€ L� , 1.:..� T . # "rr, n .aT srnn 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height rr : s T aI <: :rch "or rIn>j sharF i:,Ir. rwls ar1C .:. I"o, eta" 111 "Ith S r.3 es„. t a #_ ...a;: 1 a S•1a=?K S# vi# tms*are :r gal « I. ret:e;r sr MEMBER CONDITIONS. requirements 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF r ? ",:s r f `,, ,.;tn rrT 3# $ - n Tea ::;3 1e __.= s:yl .•- ea ?T .. ;.sells z`?e=rr sFa+ 1 e aT; f sM.ry#�'� 4-.^. ar§=s. :, a cs a..f: .6 X Joist THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. " depth ulsl, v ; ,e rowt ;r he .t_ta oe*r,o sh. , t "'MT, -,IsexYro n "aslerer S .:a:ir";l :? ntt l OK,ks ri- l?"u, are, loN at tt)e Arz1 ,;ra s,., mp%�.este € ^. tz:xr.,ezi«z : ro loins than vit r;. '"metal :,s :9 x#::,�fq 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1 2" KNOCKOUT HOLES TURNED WITHER of ftx ass '.'1s T2-_WE• ar,s : zr l�;€ F cse uzs.r1 rtz�€ at s .P r1 tYe s, ir1z:,1i UP OR DOWN. r.,rz-.;i.,t± -„t qi.. F:,r. -e;n ahv..## tie ...y v,-r1 1'hF cw,p r a s •xnz s#"'W ks": no.:F�ss� •r.;q.r� .x I,^.-"r-'^r nr,r1 s?tA..F _ap o,.., Iw : Moo-r 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS >f.cs:: . a,. a s « f 5 f 6 st-u## h s.n a :enw t, swill cr '� l;>>rnezl ate t t_. r .,.r a 11.. N. = o: ,esS ttl&,i it .I, ztc .. c su' s ,ear PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE r;.1, :#.a?.s a Lrq` c,n lw etg a zs t I;,cs t� , 7.1er art of 3' ,1 y:+ icr. e e,,Vee r .-' ;ter.a .r,.o- ,:e rc:Mzc l ,r;t€ - POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. I -JOISTS BUCKETS bitt M,,r t;r ,;,eiay+pan ye, txi hatr "'7M C "" rats 3#gz r A r wree vr:h 601,,h ?ht int%er vy a=*; IT:Mrt . .t.Ir+•S a d :, it _,•��I I .r,. �lrsrtif5:`:=.,:rers InsLrada:Y�n anzd etitk;tr, r., .,. .t_z;x r;at.ytttT# rsN »ernaa,=,�_ , s�+iti1e.�.wr rsa-M-€ c'slrne3tz±<zxidz fu+ me*ti -�,-. x b_ <,?stal*r�. N.T.S. Exception: rn^t:y ifHOLE CUTTING CHART led rI rt e e11 are rp1 v Trd i=ntseci w �+ t r7cer_n r l tfle na LI .h:" r �S 11 1i '3� fm .he rt= F n_a#a Ial 5t a€ c a m-d 0 r nl a§r <;r 1 t' mac' i9 aF1nu , N.T.J. R_..f..Yl. ':e Ya tt+` ' ii:3'le .5. .� ". > =Uf to=iwj»} F,.2:#,'P,i °U37 Grf_` fr5,;: $& 4l a ::i•3i3. �` 3V„f' .� ..(:E .. ..v 4d L+ t�`"> -`{ 3L #. Wfbe i, . (.. t i';'- t?ti: i l 3,:t' :', F nYC DAN SCO ENGINEERING, LLC P.U. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.dar)scoengineedng.com CA 25948 o Lu Z O ( ^ O O CCD)Z In ¢NLL � LU z Haarh �F-a o H H W wuu J OtD U (� W Q LLJ C 3 '= I C:)v Q r /� I.L- � Z W Q 0 0 ~ Q ZW Z M r Z )� V CL TO THE BEST OF THE ENGINEER'S KNOWLEDGE. AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION 1' 17) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vold = 10813 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=10.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. (y`), 2018 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE L% PROHIBITED. REVISION: _DATE DES_CRIPTIO_N 12.19.17 1.00 6TH ED. (2017) FBC - __ UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE v- - AND STAIR STRAP - VERSION NO 1.01 / 06.08.18 SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 381320 DATE ISSUED: 10.09.18 DRAWN BY: LF REVIEWED BY: TH SNI INSULATION REQUIREMENTS LOCATION R-VALUE / TYPE EXT GONG WALL R-4.1 HIGH PERM 4tlb+bi>abR no:y6 oa; oaaa$C.O.. EXT FRAME 2 x 4 R-it/R-13 KRAFT PAGED EXT FRAME 2 x 6 R-19 KRAFT PAGED R-30 BLOWN -IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING CONDITIONED CEILING 5/8'OR 1/2' HIGH STRENGTH (UN.O.) — W/ 2-16d TOE NAILS 1@ EACH END DANSCO CINStALL BAFFELS At EAvE) (OR 5/a' GYP. TYPE 'X" g GARAGE W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ENGINEERING, LLC GARAGE SEPARATION R-it/R-13 KRAFT FACED CONNECTIONS. PROVIDE (1) USP HTW20 WHEN P.O. BOX3400 (GsARAGE / L I VING3) TRUSS ALIGNED WITH STUD BELOW 1/2'OR 5/8' HIGH STRENGTH BOARD Apollo Beach, Florida 33572 REFER TO UNDERLAYMENT TABLE ON SHEET SNI FOR S.P.F. DOUBLE (U.N.O.) (OR 5/8' GYP. TYPE 'X' o TRUSS BOTTOM CHORD OR 2x4 p. 813.645.0166 UNDERLAYMENT REQUIREMENTS 8'x8'x16' NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-1(od TOE NAILS f.813.645.9698 > www.danscoengineering.com 3/8' MORTAR BETWEEN COURSES =` 2'x S.PF. (OR EQUAL) STUDS 9 16' or. U.N.O. ABOVE) g EACH END CA 25948 12 PRE ENGINEERED WOOD TRUSS A 24' O.G. U.N.O. USP 5PT24 — _ HURRICANE ANCHOR 10 EACH TRUSS ll II II II CONNECTOR S.F.F. DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT ZTP.) VARIES (SEE UPLIFT SCHED.) W/ METAL PL. ° 11IIII 1/2' CDX PLYWOOD OR l/16' D.S.B. - (I) ROW 2x BLOCKING g MID HGT. FOR WALL LISP SPT24 CONNECTOR CONNECTIONS. PROVIDE (1) USP HTW20 WHEN o ---------�I--��---- ---��___- _��___ ------ TRUSS ALIGNED WITH STUD BELOWuj o UNDER EA. TRUSS r---'�------ r-------- --- �r------'r--- SHEATHING REQ'D. FOR ALL HGT. < 8'-6'. (2) ROWS 2x BLOCKING g 3rd 1f2' GYP. W.B. MIN. g GARAGE SIDE u u u u u ll n u u n ' Z OISTURE BARRIER n II a II n EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT. > 8 -6 . IF APPLICABLE 2'x S.F.F. (OR EQUAL) STUDS a 16' O.C. U.N.O.0 INSULATI B ROOF COVERING u u II n INDICATED ON THE PLAN. ATTACH L----JL------ L _------JL—_-------JL---------JL SEE THIS SHT FOR INSULATION CHART (1) ROW ?x BLOCKING ®MID HGT. FOR 1/16' 0.S$. MIN. (FOR SHINGLE) OR 19/32' OSB-------- �r------------------- ---�-- SHEATHING W/ 8d COMMON NAILS aT o 0 u u u n WALL HGT. < 8 -6 . (2) ROWS 2x BLOCKING SEE THIS BHT FOR INSULATION CHART f- o Ln (FOR TILE) SEE ROOF NAILING SCHEDULE ON II u u ll 3/8' MORTAR BETWEEN 4' O.C. A BOUNDARIES, 6' O.G. 6 9 3rd PTS FOR WALL HGT. > 8'-6'. < Lnn rMi SHT. SNl 8 x4 xl6 NOMINAL n u II r EDGES, AND •T 12' O.C. ,9 FIELD USP SPT22 CONNECTOR ^ ^ " 0- cn BLOCK WITH 3/8' L --- ---JL --- _------JL-----JL-- ---__ SLAB 4 BLOCK USP SPT22 CONNECTOR 5/8 x 10 J BOLT 24 O.C. W/ LLI U_ ELEV. VARIES ,�----- ��_--------,�--------- ------ -, --- 2 x 3/I6 PLATE WASHER (TYP.) ¢ 0 � in MORTAR BETWEEN u u u - II 5/8'0 x 10' 'J' BOLT a ¢ ' COURSES CUT TO ° ll _ II 2x P.T. BOTTOM PLATE ~ 5/8, OR 1/2' HIGH t ll ii u n 24 O.G. W/ 2 �x3/1ro 2x P.T. BOTTOM PLATE 2 6 x (o WIA x W1.4 WWF OR F15ERMESH Q F- ¢ 00 STRENGTH CEILING ALUMINUM SLOPE. t II ``� II 6 x 6 WL4 x WL4 Ln DRIP EDCxE L L------ L------ — _—--JL------JL---- ELEV. 0'-0' PLATE WASHER (TYP.) 3 I/2 MIN. z BOARD PER CODE (OR r--------,r----�r----- z' z u u n ° a AFF. WWF OR FIBERMESH W ALUMINUM FASCIA ELEV. -0 -4 1/2 L---------JL— _—JL_---- --J �— — — y 5/8' GYP. TYPE 'X' w -- a � Z 3 I/2' MIN. _ _ _ GARAGE WIA HABITABLE 12' O. 2x SUB FASCIA AFF. a a 4 , p ° o ° ° a _ n ELEV. -0 -3 1/2 - - - - - - - - - p ROOM ABOVE) 2 VENTILATED a a ° °n ° n o AFF 0 _ - - - '� D — —p—p T YrD— — \ D C p • �\ \�j 3 1/2"(min.) W/DRYWALL SCREWS 9 i' SOFFIT ° ° a 2x4 CONT.� ° LL - - - — ° e \\\� 3 1/2'lmin.J- 4" �/ - 3 1/)' (mir .,\TQ 4\\ /�/// // O.G. CEILING 4 8' O.C. ° a o • / \ / \ \ \ \ 6 MIL VAPOR WALLS 8'x8'X16' KNOCK -OUT ° H... a ° / \ \ \ \ \ BARRIER la: ° a ° 3 1/2'lminJ - 4' ;' / BLOCK W/ 105 CONT. a e - \ /\ �� / SEE THIS BHT FO GARAGE DEPTH VARIES � \\ ,\ \ `,` �\ \ \ \ 6 MIL VAPOR (2) *5 CONT. � i - � � U INSULATION CHART FILLED SOLID a a a o o �j/� \� BARRIER 4 14 8 W/GROUT (2) "5 CONT: U.N.O. MIN. li Ix2 P.T. HORIZONTA 8' C.M.U. TYPICAL 8" X NAILER TYPE "S' MORTAR U.N.O. MIN. ALTERNATE Ti'PICAL BEARING w >Q STD.90°HOOK (SEE DETAIL) ARCHITECTURAL ���� SLA� AT STEP TYPIC,4L BEARING WALL e ST"EP , C WALL e STEP W10 5�•-IEAR WALL CC W C > SEE THIS B CHART FINISH SCALE: 3/4'=1'-0' S3 SCALE: 3/4 =1 -0 5.3 SCALE: 3/4'=1'-0' S3 = O Cn It Q Ix2 PT WD FURRING e 24' O.G. Q 0- I/2' GYPSUM WALLBOARD U.N.O. 2x S.PF. STUDS 16' O.C. � ~\�� �' � Q N J ll)05 VERT. IN FILL `�' � O Q CELLS (SEE 2x STUD I/2' OR 7/16' OSB MIN. PLYWOOD SHEATHING �,� FOUNDATION PLAN LOAD BEARING O I I NAILED W/ 8d COMMON NAILS s 4' O/C \/ Q �- Q Ix4 P.T. BASE NAILER FOR LOCATIONS) EXTERIOR WALL 8' C.M.U. BOUNDARIES, 6' O/C EDGES, AND 12' O/C FIELD. e'er, z C) cn 3 1/4' BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING g SEAMS. a�J w 4'x4' INSPECTION I I I'x P.T. STUD \\ ✓-`" (1) ROW 2x BLOCKING 6 MID Z � MIN. 2500 PSI CONC, SLAB M (2) ROWS OF 2x BLOCKING � � �G MIN PSI MAY VARY PER �n PORT AT EACH N 2x STUDS g 16 O/C /. HGT. FOR WALL HGT. s 8'-6'. FILLED CELL SEE GC/53 OR '5 VERT. IN FILLED CELL THIRD POINTS NOTE: LO MUNICIPALITY. EE THIS SHT FOR INSULATION CHART �.?:� l2) ROWS 2x BLOCKING � 3rd (� (� tu TYPICAL G/53 FOR ANCHOR 5/8'x6' 'J' BOLTS C SEE SECTION C/53 FOR PT5 FOR WALL HGT. > 8'-6'. CL CONCRETE SLAB W/ 6X6 BOLT INFO. g SEE THIS BHT FOR INSULATION CHART l/8' STUCCO FINISH PER A5TM C. 926 APPLY ADDITIONAL INFORMATION NOTE:EXTEND BOLT 24 O.G. VERT. WIAXWIA WWF OR 'FIBERMESH' 0 DECO FINISH 4' to OR 5/8' x 6' EPDXY 3 LAYERS W/ TOTAL THICKNESS 1/8' OVER 1/2' GYP. WB (MIN.) 6 GARAGE 41 BOLT METAL LATH. FIRST 2 LAYERS 3/8' THICK CONTINUOUS TO FOOTER BELOW 9O°NOOK DETAIL SIDE IF APPLICABLE. 6' BELOW GRADE •USP 5PT22 TYP. I 5/64 x 10' 'J' BOLT 9 24'O/C W/ 2'OX EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN - - - USP SPT22 CONNECTOR K.O. BLOCK 5/8'4 EXPANSION BOLT 1924 ' O.C. - 3/16' PLATE WASHER TYPICAL SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.) 2x P.T. PLATE TO THE BEST OF THE ENGINEER'S 2x P.T. PLATE W/ l EMBEDMENT (MIN. SHEAR KNOWLEDGE AND BELIEF, THE STRUCTURAL 2m°_MIN. _L_AF _ 3500 , MIN. TEN51ON 2600 ) ASSUMED FINISHED MIN. 2500 PSI CONCRETE SP SPT22 EA. STUD M >, � PLANS AND SPECIFICATIONS COMPLY WITH M / —s — SPACE ANCHOR BOLTS 6TH EDITION )2017) FLORIDA RESIDENTIAL + + GRADE SLAB W/ 6 x 6 2X P.T. PLATE 'S REINFORCING a 6' MAX FROM END OF 6 x fo WIA x WIA E BUILDING CODE, SECTION R301 FOR 6 MIL VAPOR // \�' z z W1.4 x W1.4 WEEP SCREED INSTALLED PER "3 OR +'4 REINFORCING BAR BARRIER 4 \ � MONO OR STEMWALL - - - - - - - - - BAR � � ' 140 MPH iVasd = lUBMPH), 3 SEC. GUST, 0 2 x PLATE WII DR FIBERI�IESH `r EXPOSURE as ENCLOSED (INTERNAL WWF OR IBER'IESH MANUR 4 FRG SECTION R103.1.2.1 M PRESSURE COEFFICIENT = 30.18) WIND ZONE / b • D • \� FOOTING MONO SHOWN p o ° E — #34 L,AP SPLICE r u - - ° - - - - - - - - - - -- — -- — COMP. SOIL. ICOMPAGTED / \ D D ° - I THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS I ``II / SIGNED AND SEALED FOR THE STRUCTURAL PORTION \ °� FOR CLARITY ° ° D. D 1\V �, �� - ° .D ? L.�J- 4� ° p. AFTER THE DATE IT IS SIGNED AND SEALED. Y NOT BE TO 95q° MODIFIED // / / / ° p� FINISH CzRADE� 25` MIN LAP D OFTHIS DRAWINGONLY. PROCTOR ASTM D155i) ,� ,� ,�\\,�\ �\ °. � � � �� Z M / , p �_--._-- - - W. ----- - - - NOT G /// /// ///\ // / �-- --� — a /\\ D p \ \ RREEPRODUCE.D IN ANY MANNFR WPLAN ITHOUT WRITTEN 3' MIN. CLR STD. 90°HOOK + RO BEARING WALL & \\j\\j\\j\\ 6 MIL VAPOR BARRIER / o. �\\/\\< - 'S REINFORCING BAR R 1 1/8, W / \// CONSENT FROM LENNAR CORPORATION. (2)'5 REBAR CONT. ON (SEE DETAIL) W/ UPLIFT ONLY \ o /\�j\ / "5 LAP SPLICE �% \ /\\\ \\\ \\ j (02018- THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND 3' CHAIRS TYP. U.N.O. 4' 1'-4' (2)'S CONT. /� �/ /// 6 MIL VAPOR THE CLIENT ON THIS PROJECT. ANY REPRODUCTION \\�/\\\�\\�\ • , ° /\ \ \ ON 3' CHAIRS BARRIER OR UNAUTHORIZED USE IS PROHIBITED.— T''FICAL WALL 5ECTION ,L1, % /\�/, \��\��\��\//� COMP. SOIL. (COMPACTED T \ / 3�' MIN. LAAAA __-_ (TYP.) 8 1-4 a _ _ REVISION: 95% MODIFIED PROCTOR ASTM \ / / //� ---- Imo' DATE DESCRIPTION SCALE: 3/4' = 1'-0" D D1551) .\\\\ \ - S3 FRAi"fE I.UALL TO C.1"f.U. WALL CONNECTION 12.19.17 1.00 6TH AT (2017) FBC 4' I'-4' / --"6 REINFORCING BAR *S STD. �JO°NOOK 1/ /� __ _ UPDATES _ SEE TYP. WALL SECTION FOR SCALE: 3/4Y'-0' S3 � LAP SPLICE T I PICAL INTERIOR UPDATEDCONNECTION ADDITIONAL SLAB INFORMATION. �JJ 06.08.18 1.01 ANDSTARFSTRAP CROSS-REFERENCE TABLE T1'PIC,'4L EXTERIOR FRAi" fE �UALL FOOTING E REBAR DETAILS P BEARING 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" �J3 SCALE: N.T.S. SCALE: 3/4' =1' -0' - - - ADDITIONAL SLAB INFORMATION. 53 53 VERSION NO. 1.01 / 06.08.18 PAVERS O.HD• RECESS I b x WIA x W1.4 - WWF OR FIBERMESH c � I -III-III--_III III III- 3 1/2 "(m1n )- 4 4 _ 1=11 4' - a 6 MIL VAPOR - -III=III II / � GRADE _ = — - BARRIER I I_I I I III=1 I� III I_I- L APOR BARRIER SEE A/53 OR J/S6 _ iL II I= I LI -III: 4" g^ 3h FOR REINF. INFO. 3' MIN. CLEARANCE MIN. coo 1'-8' (2 STY) (1) ROW 2x BLOCKING MID HGT. l 1/2 GYP. BD. T I"FICAL TNICiKENED SLAP EDGE L `" HOLD GYP. BD. FOR WALL HGT. <_ 8'-6', (2) ROWS P.T. 2x 2 1/2' FROM SLAB SCALE: 3/4'=1'-0' S3 G,4R,4CzE DOOR SLAB RECE55 JJ 2x BLOCKING 9 3rd PTS FOR 01_01 CONT, BEAD SEALANN mt— WALL HGT. > 8'-6' - - 2X STUDS m 24' O.G. UN.O. Lu SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 4 w� _ BLOCK WALL BEYOND H Q z ADDITIONAL INFORMATION. I/2' GYP. WB (MIN) GARAGE SIDE 3 1/2' INTERIOR G,4RAGE H 0 �, >- N IF APPLICABLE. 13 -- MASONRY WALL AND MASONRY WALL AND Q 04 ARIE t PAD FOOTING PAD FOOTING Lu w = o RECESS FOR SGD. 6 x 6 W1.4 x WIA 1/4' DIA. X 3 1/4' TAPCONS 24' EXPANSION JOINT O.H.D. RECESS �., I 1/2 GYPSUM WALLBOARD U.N.O. EXTEND FILL CELLS LIJ >_ 2x P.T. PLATE s� S W/ DRYWALL SCREWS A WO.G. Z � SEE PLAN WWF OR FIBERhESH O/C 4 9 6 MAX FROM END OF 2 x CONCRETE NAILS W/ 1 V4 8 MASONRY WALL To FOUNDATION PAD ¢ W = LL' E (2)'5 CONT. ON 3' PLATE 4 ; EMBEDMENT 12' O.C. STAGGERED, SEE THIS SHEET FOR INSULATION CHART MAT REINFORCING. Z `" ~ CHAIRS (TYP.) 6 x 6 WL4 x W1.4 FROM BOTTOM PLATE TO CONCRETE (MIN. t, E - - - - M �� « r n CONT. FOOTING STEEL 6 MIL VAPOR v W - - - ` T e WWI-- OR FIBERPIESH M / // ° / / SHEAR 180 MIN. TENSION 120) 2 J� GONT. BEAD SEALANT BARRIER M ---- - a \j\\� CONCRETE SLAB '~ 6 x 6 WIA x WIA E c0 SHEET TITLE: 6 MIL VAPOR o a / --- - -- �n WWF OR FIBERIESN N SECTIONS, DETAILS, & NOTES j BARRIER / D / / \\ 6 MIL VAPOR 8J - -� - - _ - z z z \\\\ _ •\\\\\\' Lll (MONO) �\ o ° \ \ / / \/ BARRIER - r - - ---- - - __ - - - J - -- -- / O w w N \/\\ \/\/� Z \ � %\ • • • • z SHEET INFORMATION: \\\ 6 MIL VAPOR SEE A/53 OR /� // M 6 MIL VAPOR\\ v \ \ \ \ \ \ JOB NO.: 381320 \ /\\ �\ i BARRIER J/S6 FOR REINF. 3' MIN. CLEARANCE BARRIER / // // // // / // // OOTING u SEE A/53 FOR 4' l _4, 8' //i. �/ �/ , \ \/\/\/\/ \/\� DATE ISSUED: 10.09.18 REINF. INFO. OPTION #� 8' I'-4' 8' INFO. 1'- 4' ll STY) \/\\//\\//\\/� / \/3\MIN. BEYOND DRAWN BY: LF SEE TYP. WALL SECTION FOR i -8 (2 STY) 4' 4" PAC) CLEARANCE ADDITIONAL SLAB INFORMATION. TYPICAL INTERIOR BEARING FOOTING WIDTH REVIEWED BY: TH GARAGE DOOR 5LA8 RECESS J INTERIOR WALL SLAB STET= NON-BRG. K SEE SCHEDULE SLAB STEP 4 RECESS a 5_G.D. 1„I WALL UJ/OUT UPLIFT GG — --- PAT10 COLUt-IN FTC. DETAIL K"N SCALE: 3/4'=1'-0' SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4'=I'-0' S3 S 3 53 53 ADDITIONAL INFORMATION. SLAB INFORMATION. SEE TYP. WALL SECTION FOR SCALE: N.T.S. CJ3 ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. -..1 III 1 1 I -- 1 I ___- -- -.1_ ___. - - - - __ 1 I i -__ _ .� JI I I �l � 5/8' g� 7 5/S' a' � 5/8' g� REFER TO UNDERLAYMENT TABLE ON �� � '� 12 SHEET SNl FOR UNDERLAYMENT REQUIREMENTS - I u I - �� -- - - - - - - - - - ----------- PRE-ENGINEERED WOOD TRUSSES m 24' O.C. -'`VENT OR 2ND FLOOR �RTIGAL JAM � SOLID AREAS ARE ❑ u SOLID AREAS ARE (T�"P•) 1 SEE ELEv. UPLIFT CONNECTOR ISEE SCHEDULE) STEEL AND GROUT ❑ STEEL AND GROUT I/2' MINIMUM CEMENT FINISH TYPICAL CM.U. WALL 5/8'DIA. x 8' J-BOLTS AT 6-3/4', 41-3/4', ll', AND 96-3/8' ABOVE ❑ ❑ DOUBLE 2x4 S.PF. TOP PLATE GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 STANDARD 3' DIA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK IBUT NOT INTERIOR SAW CUT TO 10 I/2' SAW GUT TO 10 I/2' FULL Sxaxl6 BLOCK i/8' STUCCO FINISH PER ASTM C. 926 APPLY 3 THREADED 3' DIA. EXTENSION 3/4' FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SUR7=ACE. WALL � ❑ � ❑ LAYERS W/ 70TAL 7NICKNESS l/8' OVER METAL HORIZONTAL JAMBS DO NOT TRANSFER LOAD. LATH. FIRST 2 LAYERS 3/8' THICK EACH. 3RD I/2' GYPSUM BOARD � DOOR OPENING--- � . -DOOR OPENING DOOR OPENING-- CL LAYER 1/8' THICK (SEE NOTES IN SECTION 4.4 SCREW OFF GAP l3' pIAJ W/ DRYWALL ---______ SHEET SN FOR ADDITIONAL INFO.) SCREWS g 8' O.C. OR __ �`"" ° WALL FOR CLEAN -OUT 4 Y A NAI S � EXTERIOR ❑ ❑ a CRICKET AS d DR W LL L Q ° . a . � DOOR STOP WALL REQUIRED e ° ° � A ° MOLDING ❑ ❑ ❑ USP SPT24 g EA. STUD---�---,_ --- GARAGE - - ❑ - - - - - - - - -�� -- -- - � - -- - - � - I/'1' EXTERIOR GRADE ------ MIN. EXTENSION FROM EXTERIOR DOOR - - SHEATHING FASTENED TO FACE OF BLOCK WALL IS I I/2' MAXIMUM EXTENSION FROM IST COARSE 2ND COARSE 3RD COARSE TRUSSES WITH 8d COMMON WIRE EXTERIOR FACE OF BLOCK WALL TO DRAIN 2x6 P.T. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED 'TO THE NAILS � 4' O.C. BOUNDARIES, 6' BLOCKING (TYP.) IS 2 1�4' � COARSE BELOW. EVERY THIRD (3RD) COARSE THE il' DOOR JAMB WALL IS TO BE O.G. EDGES t 8' O.G. FIELD WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2x4 PT STUDS m 16' O.G.----��` 1.U,4LL GLEAN -OUT ,4 (2) 2x4 PT STUDS UNDER HIP _-- M,4�JONR`r' L.A�'OUT p CARRIER/GIRDERTRUSS =__ SCALE: N.T.S. CJ� DOOR TRACK - W/h10UNTING ANGLE SCALE: N.T.S. Gj�. USP HTA20 g EA. STUD --- NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR MAIN SPAN REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER ----- ROOF TRUSS SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. UPLIFT CONNECTOR T�'PICAL GARAGE DOOR BUCK {< a'xa'xl6' KO. BLOCK W/ (U "5 ISEE SCHEDULE) CONT. AND FILLED W/ GROU7 T�'PICAL S�CTIOI\l TI--I'RU UJINDOUJ �, SCALE: N.T.S. 5� �� Ill "5 VERT. IN GONG. FILLED CELL W/ STD. 90°HOOK IN K.O. BLOCK REFER TO UNDERLAYMENT TABLE ON ALT. KNEEUJALL ABOVE M,450NRY WALL DETAIL � SHEEt SNI FOR UNDERLAYMENT REQUIREMENTS SCALE: N.T.S. �,� 12 TRUSS BOTTOM CHORD OR PRE-ENGINEERED WOOD TRUSSES � 24' O.C. KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ l2) 16d TDE (TYP) SEE ELEV. BLOCK W/ ll)� FOR CONCRETE PLACEMENT � NAILS g EACH END UPLIFT CONNECTOR ISEE SCHEDULE) // DOUBLE 2x4 SPF. "2 TOP PLATE 2x S.PF. STUDS g 16' O.G. CRICKET AS REQUIRED USP SPT24 g EA. STUD I/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH Sd COMMON BLOCKING l7YP.) WIRE NAILS g 4' O.C. BOUNDARIES, 6' O.C. EDGES t 8' O.C. FIELD — �� �� :. .- - � - � . „ .. - � � - ' - ' •- • ' • � �I��I Ilil� ■mill I_I_i�� Ilill IIBI� � ill I_li�� �IIII Ilil� Till �1=�� - Il�I IIiT� �lill I�il� °�_- 2 x BUILT-UP COLUMN � DOUBLE 2x TOP TOP SPLICE � PLATE \ 18-10d NAILS �rz _ � N ° 2 ROWS 10d g 3' O.G. (14 NAILS TOTAL) e,o° 2x TOP PLATE ° ° 2-16d NAILS � 24' O.G. OR ���,17/ ° ° °°°° EQUAL TO 7RUS5 BOTTOM 2x CRIPPLES g 16' O.G. /�- N 5/8'DIA. X 12' EPDXIED ATR CHORD OR BLOCKING �M/N — W/ MIN. 8' EMBEDMENT 24' 2x BLOCKING g EACH END W/ 10d �C D/STq 10d g 8 O.G. O.C. MAX ®4' O.C. FROM EACH HEADER NSF PROVIDE PAF. NAILS OR 2x P.T. PLATE EQUAL g 12' O.C. FACE TO BLOCKING )',o SEE A/S3 FOR STAGGERED FROM BOT. (2) 2x HEADER PER PLAN NOTE, � UPLIFT= 3105" �SPF�) PLATE TO CONCRETE REINF. INFO. PLATE LENGTHS MUST BE I 2x BOTTOM PLATE W/ (IJ I0d ®8' a 8 e � 0 VARIES O.G. TO EACH HEADER FACE AT LEAST 8'-0" LONG. (TYPJ BOTTOM SPLICE `'�4 ``-a�; �a °�'� ��: ,:� USP SPT4 SPT24 - USP SPT4 SPT24 USP SPT4 ROOF TRUSS ABOVE • • 2x TOP PLATE 2x BLOCKINGs —ti-'� 2x STUDS g 24" O.G. `�`�� \ \ OVERLAPPING �'-O'--------- �'� � \ \ - - ��\�!�\ \ z �\\ 5/8'xl0' 'J' BOLT \ �\\ N?OED - �' l2) 16d TOE NAILS \ 10d NAILS e 6' O.C. EA. BLOCKING e 24' O.C. MAX. \\\ TRANSOM STAGGERED �'--- - - MIN. (2) PER \ - �r-- - --- TRANSOM FRAMING \ FRAMING BOTTOM PLATE 2x P.T. \ \ WIDTH OF OPENING VARIES FORM CONCRETE INSET TO SECTION PLATE SEE SECTION AA/Sl \ 2x8 WALL ABOVE CREATE A SOLID BASE FOR BLOCK CONNECTION ISEE PLAN) AND 88/SI FOR 1/2'X9 I/2' PLYWOOD WALL ABOVE. • • ADDITIONAL DETAILS \; ENTRY SEE FLOOR PLAN NOTES � USP SPT22 SCRAP MATERIAL FOR REQUIRED USP SPT4 J-BOLTS g 24' O.C. (KIJ. �5BCONTKt FILLED J CONNECTION USP SPT4 USP SPT4 RECESS MAX sr'I!//,�� l2) ROWS 12d NAILS STAGGERED LINTEL 5/8'XI0' J-BOLTS o �` O� � 12' O.G. EACH FACE OR � • - � � A�-q,�, l3) ROWS 12d NAILS STAGGERED , 2x P.T. PLATE 2'-0' O.C. MOUNTING BASE NOT -� FORM CREATES CONCRETE RECESS TO � 12' O.C. FOR 2x10 OR GREATER •' � � � � � ° ' � 4 � �. MASONRY WALL SHOWN FOR CLARITY MOUNTING BASE SHOWN IN 2x4 (NOM.) RECEIVE GARACsE DOOR AND TO ALLOW HEADER 2X8 P.T. BOTTOM PLATE C SEE DETAIL BELOW POSITION FOR WATER SHED. ,L� 2x CRIPPLES � EAT FOR BLOCK IS POURED 2x6 MOUNTINGx BASE KEEP STIFFENER BACK FROM SIDES ENOUCsH 16' O.G. W/ (2) 12d �'j IN PLACE CONCRETE -- 70 ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8'x10' 'J' BOLT � 24' O.G. MAX. C IMIN. l2) PER BOTTOM PLATE) CsARACsE FLOOR SLAB sx8x16 GM.U. (2) 2x HEADER (SEE PLAN) USP G TROWEL FINISH S E � USP SPT4 USP SPT4 CsENERAL NOT�S (THIS IS A REGOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 INTERIOR HEADER SPT24 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END SLOPE FORWARD PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWINCx.) S4 (I) 2x SILL PLATE W/ 10d NAILS g 4' O.C. FOR DRAINACxE � ' ' 10d NAILS � 6' O.C. 10d NAILS � l2) 12d TOENAILS. STAGGERED .. .,'GARAGE FLOOR GARAGE ENTRY FORM DETAIL 8' O.G. TYP. BOX EXtERIOR HEADERS----=-���� \\ A STAGGERED HEADER ll) 2x SILL PLATE W/ ����� \ \ ° ° TRANSOM FRAMING SCALE: N.T.S. 2x JACKS (SEE ONLY l2) 12d TOENAILS. OPENING ��� \ BEYOND. TABLE ABOVE) LARGER tHAN 4 FT. l2) 2x �\�\ \ NAILED INTO - MOUNTINC•z BASE DETAIL GARAGE DOOR TRACK MOUNTING BRACKET SILL PLATE W/ MP3 CLIPS \\ \\ p�MIN� PLYWOOD - g A. SI \ F-- E DE \ THIN - - TRANSOM FRAMING �� PLYWOOD FASTENED TO TRUSSES ° E SHEA G ��-- SCALE: N.T.S. -. CxARAGE DOOR ROLLER CsARACsE DOOR CRACK SEE SECTION AA/Sl AND � \ W/ 8d COMMON WIRE NAILS e 4' O.G. Cj� CONNECTION ASSEMBLY — 2x STUDS (SEE TABLE BB/SI FOR ADDITIONAL BOUNDARIES, 6' O.C. EDGES AND B SEE PLAN FOR FOOTINCs ;,. � �\ DIMENSIONS DIRECTION OF CxARACsE ABOVE) DETAILS \ 8' O.G. FIELD DOOR TRAVEL _ _ __ - USP HTT16 TYP. UN.O. \; USP --- � PLYWOOD GARAGE ENTRY FINISHED MASONRY" DETAIL j� � = 0 00o SEE ws4 SPT22 SHEATHING SCALE: N.T.S. S� _ '�N/,� P.T. BOT. PLATE RECESS /�SP USP WAL�BELOW 5/8'Xl0' J-BOLTS g 24' O.C. I' LINTEL / 8P74 MAX. IMIN. (2) PER BOTTOM PLATE) `1' �• HOLD DOWN CONNECTIONS / SPT4 . � NOT REQUIRED �' BEARING • � ALTERNATE: . •,. . t �t BOTTOM OF MOUNTING B E WALLS WITHOUT UPLIFT � � .•• • • ' • . 4'. 5/8' DIA ATR EPDXIED POURED CONCRETE BASE FOR. TO BE 2' ABOVE FINISHED , • M2460GT0 BOND BEAM BLOCK WALL. RECESSED 2X8 P.T. BOTTOM g SPACE FOR GARAGE DOOR GARAGE FLOOR UJAL L ICE AD E R D E T,4 I L Q PLATE ADD DWARTA1E N�NED FORWARD SCALE: N.T.S. �) FRAMING DETAILS ABOVE ENTRY _ R PARTIAL INTERIOR ELEVATION 5� � - 5/8'xl©' 'J' BOL78 � 24' O.C. MAX. SCALE: N.T.S. cJ. �• IMIN. l2) PER BOTTOM PLATE) SCALE: N.T.S. ___= No�B_ TYPICAL INTERIOR NON- ovER STUD -- I� FILL LINTEL AND ALL CELLS ABOVE LINTEL. BEARING U�OOD FRAME uJALL 2 X (o iM IN_� FRA1„i� USP NTT1� N USP SPT22 e EA. STUD NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION J W,4L.L. i—i�AD�R D�T,�I� � TOP PL-,4TE SP�-ICE D�T,QIL M SCALE: NTS PORT +EACH VERTICAL REBAR t DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. SCALE: N.T.S. S�' 2x P.T. PLATE O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED S� SCALE: N.T.S. S� F- Z240 LBS S� NOTE: EPDXY TO BE 51MPSON 5/8' x 10' 'J' BOLT � 24' O.C. MAX ROOF TRUSS PR01'ERI-Y• 5ET-XP OR EQUIVALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR ISEE SCHEDULE) ®SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. USP USP C 8'XS'X16' KO. BLOCK W/ (1) "5 MOISTURE BARRIER ®OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT GONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. (I) � YERT. IN GONG. FILLED CELL T�'PIGAL FILLED LINTEL A55EMBLY G W/ STD. 90• HOOK IN KO. BLOCK iGNEE UJALL ABOVE MASONRI' UJALL DETAIL E SCALE: N.T.S. � ,t SCALE: N.T.S. 5 HEADER SUPPORT NO. OF JACKS t 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 I' - 4' ll) l2) lU (2J ll) USP LSTA30 4' - 9' (2) (3) l2) l2) ll) USP LSTA30 9' -16' (3) (3) l2) l3J (2) USP LSTA30 __ - _- _ - _ - --LL 1. ■ _.. 1. _- - � _ � i.. � i _ SEE STRUCTURAL NOTES ]ACKNAIL W/ (2)16d NAILSAND NAILING SCHEDULE FOR SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS SHEATHING DETAIL SP Rt16A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER 9 24' 10 EA. OUTLOOKER OUT FOR SHEATHING DETAILZL O.G. (OPTIONAL - SEE BACKNAIL W/ -2x4 OUTLOOKER REFER TO SECTION J ON OUTLOOKER ELEVATIONS) SEE STRUCTURAL (2) 16d NAILS ° 24' O/C SHEET 65 FOR X-BRACING � 24' O.G. TOP CORD 45'± 2X4 CONT'L' BRACE NOTES AND NAILING TOP CORD INFORMATION TOP CORD BLOCKING USP RTI6A OR EQUAL SCHEDULE FOR BLOCKING FOR BLOCKING FOR FASTENED W/ l2) 10d FOR FIRST FOUR ROWS 24' MAx. �' EA. OUTLOOKER SHEATHING DETAIL USP RTI6A OR- �T-FIRST FOUR ROWS 3'g 24' O/C. GMID EQUAL m EA. I OF TRUSSES � � FIRST FOUR ROWS OF OF TRUSSES is EDGES HEIGHT 2 "x4' CROSS BRACE OUTLOOKER 4' MAX.I EDGES OF WOOD TRUSSES TRUSSES 6 EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE I/ USP HGAMIO W/ l4 � OF SHEATHING TYP. 2X4 KICKER I 2x8 SYP"2 'L' BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8' FROM----__,�. SHEATHING T1 P. 1/4'xl-3/4' WEDGE O/G. EXTEND im LEAST 90% � RIDGE FASTENED AT I `' ' BOLTS 4 (4) SDS / 2x4 RAT RUN 2x4 CROSS BRACE OF WEB LENGTH 4 USP 8 FROM RIDGE FASTENED AT EACH JOINT W/ (2) I L BRACE TO EXTEND ,\ � \ 2x4 GROSS 8' FROM I NOTCH g BOTTOM SPT4 g EA. EACH JOINT W/ (2) 10d 4 (2) AT LEAST 90% OF WEB 114' x 1 1/2' SCREWS / � � BRACING AT 24' STUD loci TOE NAILS e EA. END loci 4 (2) 10d TOE I LEN6; ' (SEE TABLE) O.C. ON TOP OF RIDGE FASTENED AT i CHORD (SEE TABLE) 2X6 FRAMED WALL -SEE NAILS 6 EA. END ABLE TRUSS , / \ BOTT. CHORD EACH JOINT T E \ USP RT3A WITH TIP WALL SECTION FOR SPACING 2x4 PANEL BLOCKING I U2 GDX PLYWOOD OR FOR 4 TRUSS loci 4 l2)10d TOE - .� FROM LEDGER tP 48' O/C FOR THE I 1/16' 055 SHEATHING _ SPANS ATTACHED NAILS EA. END BLOCKING 1/2' CDX PLYWOOD OR 1/16' ATTACHED W/ 10d NAILS W/ 2 - 16d AT EA. GYPSUM WALL BOARD FIRST l4) ROWS OF 2X4 STICK LUMBER I 24" O.0 MAX I GABLE TRUSS OSB SHEATHING ATTACHED TRUSSES FROM EA. 6 6' O.C. EDGES AND 12' TRUSS JOINT IN LINE WITH JACKS (2) 16d COMMON NAILS 2'x4' PANEL BLOCKING G 48' O.C. FOR THE FIRST W/ 10d NAILS m 6' O.C. EDGES I O.C. FIELD I I/2 CDX PLYWOOD OR END TYP. TOP 4 (see detail in eng pack for grade) or 0.128" x 3" GUN NAILS (4) ROWS OF TRUSSES FROM EA- END TYP. AND 12' O.C. FIELD I (2) 16d NAILS BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS I 1/16 OSB SHEATHING � - BOTTOM ATTACHED 2x4 BLOCKING s1 24' ATTACHED W/ loci (2) 16d NAILS W/ (2) 16-d TOENAILS �,y 2x4 'T" ON TOP OF PANEL O/C W/ 2 - 16d 2x4 'T" BLOCKING 2'x4' LEDGER (MATCH BOTTOM CHORD NAILS 6' O.C. EDGES 2x4 PANEL BLOCKING g 48' 2x4 BLOCKING BLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STR/1 ENGTH TOENAILS g EA. END SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.C. FIELD O.C. FOR THE FIRST (4) ROWS 10dx3' o 4' 0/0 CEILING BOARD PER CODE 2x4 BLOCKING NOTCH 'L' BRACE HERE 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD - W/ 1 3/8' DRYWALL NAILS OR 48' O.G. 2'x6' P.T. SILL OF TRUSSES FROM EA. END 2x4 7 ON TOP OF PANEL SP HGAIO 9 36' MASONRY WALL Irod NAIL 5/8' x 10' 'J' BOLT g 48' O.C. TYP. TOP 4 BOTTOM ATTACHED BLOCKING, FASTEN WITH PER CODE FASTENED WITH 8d COOLER NAILS DRYWALL SCREWS 1 O/G WEEP SCREED INSTALLED OR 1 1/4' LONG DRYWALL SCREWS COMPLYING O.C.CEILING 4 8' O/G WALLS "L' BRACE USP HTA20 OR EQ, ,�1 6'-O' O.C. TYPICAL. W/ (2) 16-d TOENAILS 10dx3' o 4' O/C ARCHITECTURAL FINISH ATTACHED4L4�'. PER MANUF. 4 FRG WITH ASTM C1002 FOR FIRST 8'-0' FROM END DBL. TOP -STUD WALL ALTERNATE USP L5TA18 STRAIGHT STRAP 9 4'-0' SECTION R103.12.1 5/8' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WALL 4' O/C TYPICAL PLATE 10d NAILS (SEE TYP. SEC.)O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT O.C. TYPIC DROPPED FLAT TOPS OF W/1-10dxl 1/2' AND TO MASONRY W/ (3) 3/16'x 2 1/4' FASTENEDWITH Sd COOLER NAILS TRUSS) USP 5PT24 o EACH STUD - EXT. WALL CONN. 'a NON -LOAD HIPS FOR FRAMING TAPCONS. OR 1 1/4' LONG DRYWALL SCREWS GABLE TRUSS WEB (GIRDER NOT DROPPED) SECTION 2 COMPLYING WITH ASTM CI00®FOR 5�CT101�1 3 5ECTION — 4 BEARING LOCATION D p��g�� "�° gR>4GINC� DEVIL FIRST 8 0 FROM END WALL 5 SCALE: N.T.S. 5� O/C TYPICAL SCALE: N.T.S. �� SCALE: N.T.S. �� SEE TYP. WALL SECTION FOR SCALE: 3/4' = I'-0' CJJ SCALE: N.T.5. 55 DROP H I P DETAIL ADDITIONAL INFORMATION. SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 16d NAILS 20'-0' MAX 20'-0' MAX SCHEDULE FOR SHEATHING DETAIL ad g (01O/C 4 BLW/l2) loci 'X' BRACE SEE DET. J/S51 T-CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 2x4 'T" BLOCKING 2 x OCKING - • - TOP CORD BLOCKING FOR FIRST FOUR ROWS 45 t 2'x4' OUTLOOKER 24' MAX. 9 24' O.G. WOOD TRUSSES TOE NAILS 6 EACH END 9 24' O/C (TYP) OF TRUSSES a I USP RTI&A OR EQUAL G EA. "II I • I EDGES OF 2x4 CROSS BRACE I OUTLOOKER SHEATHING APPROX. 8' FROM I 'L' BRACE TO EXTEND AT LEAST TYPICAL RIDGE FASTENED AT 90% OF WEB LENGTH (SEE TABLE) • EACH JOINT W/ (2) loci II I� 4 (2)10d TOE NAILS ,9 I GABLE TRUSS EA. END I 1/2' CDX PLYWOOD OR 1/16' 05B TRUSS VERT. WEB l 2x6 P.T. SILL I SHEATHING ATTACHED W/ loci NAILS a 6' O.C. EDGES AND 12' n SPACED 6 48' 0/CMAX. I O.C. FIELD BRACING W/(3) 10d x 3' (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS 2x4 PANEL BLOCKING g 48' O.G. FOR THE FIRST I 10dX3 9 3 O/C THROUGH CHORD • EACH GONN. is 24' O/C 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)-I/4'xl-3/4' lD = 0.148', L = 3') OR EQUAL (D = 0201', L = 4 1/2') OR EQUAL NAILS (ID= 0201', L = 4 1/2') OR CORD ATTACHED W/ (2) 16-d TOENAILS I WEEP SCREED INSTALLED PER WEDGE BOLTS 4 (4) SDS 1/4' MOISTURE BARRIER NOTES: EQUAL MANUF. 4 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 _-L SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 2x4 'T' ON TOP OF PANEL BLOCKING, MOISTURE BARRIER MASONRY WALL 2x4 BLOCKING 6 40' O.G. X "L' BRACE I 1(od NAIL '- ATTACHED W/ 10d NAILS 6 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE V BRACING DETAIL-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING 9 48' O/CrrqzE7I_,,-GA5LE TRUSS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA. x I' LAG SCREWS OR EQUAL - -- -- --- - -- — — — — TRUSS VERTICAL FASTEN WITH 10dx3' 9 4' O/C USP HTA20 a1 EA. TRUSS ARCHITECTURAL FINISH NOTE: THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d VERT. WEB (24' O/C MAX.) U SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CHORD GABLE 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACING 9 4'-0' O.C. MAX. (2) 2'x8' 'L' BRACE G1002 FOR FIRST 8'-0' FROM END WALL 9 4' O/C TYPICAL MISSED VERTICAL WEBt USE THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3) lfod COMMON NAILS. (ONE INTO EACH OUTSIDE FACE ' " 2) 'T' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT 16d PER SIDE 5/8 x BOLT to 32 O.C. SIMPSON MSTAM36 ON OUTSIDE . . D BRACING OF WEB MEMBERS PROVIDED IT EXTENDS OVER AT LEAST W% OF THE WEB. b T BRA r OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING) MINIMUM 6' F J FROM PLATE SPLICES EXT. WALL CONNe NON - LOAD SCISSOR GABLE CE TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS g �� �� W/ 3/16'x2'0 PLATE WASHER BEARING LOCATION (UNEVEN CLCO REa RED MINIMUM PERMANENT TRUSS BRACING PLAN L � 5�J SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER BCSI 2013 EDITION SCALE: N.T.S. AS PER H15 91 SCALE: N.T.S. S5 SCALE: N.T.S. IS5 ADDITIONAL INFORMATION. 55 55 2'x4' OUTLOOKER 9 24' SCISSOR TRUSS III (2) 1 d JOINT 12 O.G. / 0 PER TOP CHORD BLOCKING FOR IST MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2) 16d TOE NAILS Q EA. END (SEE PLAN FOR LOCATIONS) 10dx3' O/C 2'x4' (2) 16d PER 9 6' O/C RUNNER JOINT TYPICAL 12" MAX. "L." BRACING RE= I RE1„IENT5 STUD SPACING NO 'L' BRACE (1) 2'x4' (UN.O.) 'L' BRACE 2'x6' (UN.O.) 'L' BRACE 24' 0'0' - 3'-0' 3'-0' - 6'-0' 6'-0' 4 GREATER 5GI55OR GABLE - (1) 2"x8" 02 S.P.F. 6 EACH VERTICAL AND (2) 2 "xV FULL HEIGHT 6 DIAPHRAGM BLOCKING (0.9 MAX. PRE-ENGINEERED OVERLAP TRUSS BRAGINCY AT LEAST TWO TRUSS SPACES _ 6' __. OVERLAP 2X4 BRACING 9 48' O.C. CONTINUOUS WOOD TRUSSES 70 FIXED LOCATION ATTACHED W/ 2-10d 10 EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) CONTINUOUS BOTTOM CORD BRACING 2'x4' MIN. NOTE: ALTERNATE NON -DROP 1) L BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR MINIMUM (2) 1(od PER JOINT MINIMUM 2x4 TRUSS BRACING CR055 GABLE END DETAIL GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L." BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS 6 4" O/C. TRUSS BRACING OVERLAP DETAIL M COSMETIC DROP CEILING FRAMING SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 5E� SCISSOR TRUSS W1 DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION I GABLE TRUSS S5 4 S5 'L' BRACE W/ 10d 9 4' O.C. 12 (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAx. 6.9 MAX. 'L' BRACE lU/ loci + 4' O/C 5 (SEE SCHEDULE FOR SIZE 5 g5 AND LOCATION) 85 ABLE TRUSS 6 6 SS S5 a. 3 12 SS OUBLE TOP PLATE 6.CJ MAX. 2X4 LEDGER USP LSTA 18 UPLIFT CONNECTIONS - ----------� TUDS g 16' O.G. DBL. TOP PLATE +� I P _FRA1"l INS ----- -- WOOD FRAMED GABLE END BRACING DETAIL STUDS + I6 O.C. CONT. BEARING T. BEARING USP HGAIm (TYP.) USP SPT24 GABLE END BRACING D E: T A I L + EACH STUD USE USP HTA20 (OR EQUAL) CONNECTORS 6 MASONRY GABLE END BR,4C ING DET,41 L SCALE: 3/4'=I'-O' OR SIMPSON RT16A (OR EQUAL) CONNECTORS ® MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION _ FRAME WALLS I USP RT1 + HIP JACK TO FRAME WALLS NOTES FOR WIND SPEED SPECIFICATION END JACK MAX_ ----I1'-0' -- * * Lu y� CORNER JACK Q Q z U ■ * 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 " -' O� Z 0 to M OCD In aweCe ^ z �adr>n 0' � z W WC) J J � U w Q Fes— CD J (/) d Q Lu J z Q 0 O 0 ~ Q Z LUu F- Z Z cn O cL0 12 cn TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRTITEN CONSENT FROM LEN NAR CORPORATION. ®2018 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND DATE DE_S_C_RIPTION 12.19.17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 N (o * - co 1L f _ w Cam= uj 4n `O �N dw QN =� W Lu( _10 W r Z LL = LLI F3 <) ": W El SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 381320 DATE ISSUED: 10.09.18 DRAWN BY: LF REVIEWED BY: TH S5 _I I 4 oCndnoli b.aiicpoo Df&Cq:if'ilYa:l a'. DANSCO ENGINEERING, LLC REFER TO SECTION 1 ON P.O. BOX 3400 SHEET 55.1 FOR Apollo Beach, Florida 33572 �- X-BRACING, AND TOP 166 f. 81.645. 698 f. 813.G45.9698 CHORD BLOCKING www.danscoengineering.com INFORMATION CA 25948 SCISSOR TRUSS SCISSOR TRUSS SCISSOR TRUSS o REFER TO SECTION I Z w ON SHEET 55.1 FOR O X-BRACING, AND TOP - 2' x 4' RAT RUN BRACING CHORD BLOCKING INFORMATION g 24' O.G. ON TOP OF BOTTOM CHORD FOR (4) o N rn M o^ TRUSS 5PAN5 ATTACHED a N -� N Z W/ 2-16d 9 EACH TRUSS ¢ Q o JOINT �aaM 00 Z 1/4' TO 1/2' GAP BETWEEN o TOP PLATE 4 TRUSS _ 2' x 4' BLOCKING END NAILED J 3 o W/ 2-16d 9 24' O,C. (MAX.) o USP HGA10 a A 48' O.C. USP HGA10 < 2' x 4' BLOCKING (TURNED EACH TRUSS FLAT) NAILED TO TOP PLATE WOOD FRAME EXT. WALL W/ 5-10ci NAILS U WOOD FRAME EXT. WALL 1/4' TO 1/2' GAP BETWEEN () w Q TOP PLATE 4 TRUSS U5P 6PT24 6 EVERY USP 5PT24 9 EVERY F - LLJ = OTHER STUD OTHER STUD LL.I 0 WOOD FRAME EXT. WALL = 1/2' NOMINAL PLYWOOD OR V) Q O.S.B. NAILED W/ 8d NAILS g e USP SPT24 19 IL Q r o 4' O.G. BOUNDARIES, 6' O.C. �n EVERY OTHER STUD ry J N EDGES, 4 12' O.C. FIELD 1/2' NOMINAL PLYWOOD OR —II O D.S.B. NAILED W/ Sd NAILS -s 2x8 STUDS AT 16' O.G. 0 � 4' O.C. BOUNDARIES, 6' O.G. ' 2x8 STUDS AT 16O.C. 2x8 STUDS AT 16' O.C. U w V) EDGES, 4 12' O.C. FIELD --1/2' GDX PLYWOOD OR 1/16'055 Q Z SHEATHING W/10d NAILS 9 6' O.C. Z 0_1 USP 5PT22 6 EVERY USP 6PT22 ® 9 EDGES 4 12' O/C FIELD, O M OTHER STUD EVERY OTHER STUD USP 5PT22 gCL EVERY OTHER STUD N K.O. BLOCK W/ (1) *5 j WEEP SCREED INSTALLED PER :D CONT. 4 FILLED MANUF. 4 FRC SECTION R103.1.2.1 _ TO THE BEST OF THE ENGINEER'S KO. BLOCK W/ (1) I — KO. BLOCK W/ ll) KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 5/8' x lo' 'J' BOLT m 24"O.C. 05 CONT. 4 FILLED 05 GONT. 4 FILLED 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR (STAGGERED) W/ 2' DIA. x 3/16' S/g' X 10' 'J' BOLT p 24' 140 MPH (Vasd = IOBMPH), 3 SEC. GUST, PLATE WASHER (TYPICAL) D.C. (STAGGERED) W/ 2' EXPOSURE ENCLOSED (INTERNAL PRESSURE COEFFICIENT-+0.18) WIND ZONE DIA. x 3/16' PLATE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS WASHER (TYPICAL) AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION { 5/8' x 10' 'J' BOLT aOF THIS DRAWING ONLY. 24' D.G. (STAGGERED) �2018 LENNAR CORP.-THIS PLAN MAY NOT BE W/ 2' DIA. x 3/16' REPRODUCED IN ANY MAIINER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. — JOINT PROPERTY OF INGSANDDESEERI ARE THE JOINT PROPERtt OF DANSCO ENGINEERING, LLC AND l x 2 P.T. FURRING STRIP I x 2 P.T. FURRING STRIP --t PLATE WASHER (TYPICAL) THE CLIENT ON 1HIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION_ MASONRY WALL (DESIGNED MA50NRY WALL (DESIGNED 1' x 2' P.T. FURRING STRIP _ _ _ AS CANTILEVERED) AS CANTILEVERED) DATE DESCRIPTION 12.19.17 1.00 6TH A(1.017) FBC MANSONRY WALL UPDATES __ 06.08.18 - UPDATED CONNECTION 1.01 CROSS-REFERENCE TABLE (DESIGNED AS CANTILEVER) _ AND STAIR STRAP ---- NON-5EAFRING EXT. KNEE ,4 NON -SEARING EXT. KNEE-UJF4LL 5 NON-BEAfRING EXT. KNEE-UJ,4LL C -- --_ SCALE: 3/4' = I'-0' �j�j,� SCALE: 3/4' = I'-0'�J-�j- .� SCALE: 3/4' = 1'-0' �j�j.� VERSION NO. 1.01 06.08.18— / — — 2 x 4 GROSS BRACE AT SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS RIDGE FASTENED AT EACH 2x4 OUTLOOKER 24' JOINT W/ (2) 10d x 3' USP RTI6 OR EQUAL s EA. OUTLOOKER O.C. _ - TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES g EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) Ibd NAILS 24' MAX 2 x 4 'T' ON TOP OF PANEL BLOCKING, � i FASTEN WITH 10d x 3' m 4' O/C L� 1/2' CDX PLYWOOD OR 0 `-- 1/16' OSB SHEATHING m — ° ° 3, ATTACHED W/ 10d NAILS ° z I— LLuu `� 6' O.G. EDGES AND 12' Q z o O.C. FIELD uj (� r Ill _ CEILING RIDGE GABLE ABLE TRUSS Q W ? _ 2 x 4 PANEL BLOCKING 46' O.C. 'L' BRACE TO EXTEND AT o F N ATTACHED W/ (2) 16d TOENAILS LEAST W% OF WEB LENGTH 2x6 P.T. SILL INTO BOTTOM CHORD. INTERIOR HIP VAULTt 6:12 SLOPE —(SEE TABLE ON SHEET 55) Z Lu CENTER AND 3:12 SLOPE SLIDES. ------ o loci x 3' m 3' O/C SHEET TITLE: 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d - CHORD INTO FRAMING CONNECTIONS COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH oTHROUGH or 2' x 6' P.T. PLATE A5TM C1002 FOR FIRST 8'-0' FROM END WALL 9 4' O/C TYPICAL @ EXTERIOR WALLS PLACE SHEATHING SHEET INFORMATION: 5/8' x 10' BOLT A 24' O.C. MINIMUM 6' FROM PLATE FLUSH W/ MASONRY. SPLICES W/ 3/16' x 2' DIA. PLATE WASHER ' • WEEP SCREED INSTALLED PER JOB NO.: 381320 MANUF. 4 FRC SECTION R103.12.1 DATE ISSUED: 10.09.18 L Gi,45LE END DET,'41L AT 4F) VAULT MOISTURE BARRIER. DRAWN BY: LF USP HTA20 6 EA. TRUSS 55.1 SCALE: N.T.5_ VERT. WEB (24' o.c. MAX.) REVIEWED BY: TH S5,91 CV LO O 1 CV I Cb N 1X4 1/2" DRYWALL DOORJAMB 1/2" DRYWALL 1t DOORJAMB , X4 1/2" DRYWALL DOORJAMB P.T. ATTACHED PER ATTACHED PER ATTACHED PER DOOR MANUF. DOOR MANUF. t"' DOOR MANUF. X4 1X4 3-1/4" LONG X 3/16"0 1X4 FURRINGTAPCONS 3/16"0 X 3" LONGFURRING 3/16"O X 3-1/2" LONGTAPCON. FURRING INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8.. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH �� 1-1/2 DETAIL MASONRY THROUGH 311 DETAIL 1x4 P.T. & lx8 P.T. lx8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/,6" x 3 -1/2" DOORJAMB 4 1/2" DRYWALL DOORJAMB EACH END W/ MIN DOORJAMB TAPCON ATTACHED PER ATTACHED PER IS_ 2" EDGE D. ATTACHED PER f DOOR MANUF. DOOR MANUF. DOOR MANUF. 10d @ 12" O.C. 1 X 4 *F- 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. 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1I411 DETAIL �♦ UNAUL;L ' I AbLk INS I ALL I IUN PROPER INSTALLATION MAX. 8„ •••.♦ DO NOT DO THIS �•••� ♦♦ (TYP•♦♦•♦♦♦1♦♦ ��-, #5 REBAR (TYP.) ,) '''''••••• K (TYP.) ♦♦•♦♦♦♦i1 ''•D. 90° HOOK (TYP.) •i •E L ll Tr_ ''''••• +2� — NOTTT�♦@ FIRST COURSE 2 COURSES ''•••••''' ♦♦♦♦•1♦♦♦♦ FILLED CELL PER FOUNDATION PLAN BUILDOUT CC OVER SIZE DOOR -WINDOW ROUGH OPENINGS FILLED CELL INSTALLATION H 2"xBOT.PLATE W/(2)10d@6"o.C. SCALE: N.T.S. ScJ' 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 = 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. A -A USP RT16M UPLIFT CAPACITY = 2139139 5 #FOR 1 STRAP # FOR 2 STRAPS FILL 1st4 COURSES ROWS STAGGERED EMBEDMENT INTO BLK.) 1/4" MAX SOLIDw/GROUT 2x BAND JOIST W/ FACE NAIL Tr2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS 10d @ TOP & BTTM CHORD, 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONSAND BLOCK HEADER ARCH BLKG. &BUCK USP RT16M W/ (9)10d x 1%" NAILS & TRUSS)VERT. WEBS 10d @ (4) %" x 1%4' TAPCONS METAL SEAT PLATE 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP 8d NAILS AT 8" O.C. AT BUCK HTWM16 W/ (8) 10d x 1%" NAILS AND LAP SHEATHING TO LEAVE A CUT OUT IN O.S.B. ON THE (4) a " X 1%"WEDGE BOLTS [(1) BOTTOM OF BAND 2 x 8 45" DIAGONAL (4) 10d NAILS INTO INSIDE TO ALLOW FOR INSULATION _ STRAP = 1225 # , (2) STRAPS 2450#1 JOIST TYPICAL BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED " ` FOR OVERHANGS BETWEEN OVER 1 1/2" ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR USP HGAM10 @ 12" O.C. W/4-SDS 1/4xl 1/2" BUILT UP PLWD. BUCK POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. BOND BEAM OR CAST FURTHER INSTRUCTIONS. SCREWS INTO BAND JOIST & (4) 1/4"x1-3/4" SCRIBE (NOTCH) IN PLACE BEAM FACE OF ARCH W/ (3) 10d NAILS WEDGE BOLTS INTO K.O. BLOCK BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL N.T.S. OVERHANG - CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4) ,Od NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER 4" MIN. OF BRACE RETROFIT WALL OVERHANG DETAIL NTS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH W-^ FOR OVERHANGS BETWEEN 3/4°Ta 1 1/2" A- - RETROFIT FOR MISSING EMBEDDED STRAP DETAILS OR THRU 1-1 /2" THK. OR MORE BUCK IF TRUSSES USED) W/ (3) #12 X 4%" WOOD SCREWS 16" O.C. MAX. OR IF MASONRY ------------ WITHIN 6 MIN. OF START OF ARC START OF ARC @ TWA / NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REa'D. _ � SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 4' MAX. RAD. WALL USE (3) 1/4" X 31/4" TAPCONS AT 16" O.C. TR S ARCH DETAIL i 2 X 4 #2 SYP SCAB TO SIDE OF JACK TRUSS PROVIDED BY TRUSS SCALE: N.T.S. SS COMPANY OR 2x6 #2 SYP @ 24" O.C. 12 j /� ? TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1'-0" 5'-0" MIN. W/ (3) 8d TOENAILS @TOP &BOTTOM SEE i k p� * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. CHORD TO LEDGER PLAN j �; / i. Ry�NO4E (2) 10d NAILS @ 8" O.C. 71 OdL FINISH FLOOR 2 x 8 BUCK - CONNECT TO BLOCK + + \NGTy �� TO TRUSS TOP CHORD ° WITH BUCK x 31/4" TAPCON (1 1/4"MIN. SSEBCTION ROOF SHEATHING ATTACHED / �/ + + PLYWOOD SHEATHING D �' PER NAILING SCHEDULE / + ` ° D 1/4" MAX EMBEDMENT INTO BLK.) i + n 2'-0" 8,� / y P ° P ° #5 BAR BLOCK HEADER (5) -12d NAILS / + + / BLOCKING AS p. 10 ° D ° CENTERED W/ g SOLID BLKG. AT TOP BTWN. ARCH / + REQUIRED o IN TOP - 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A / TO SUPPORT 90 H o / TRUSS + + SOFFIT _ n ° tg. KNOCKOUT / iv HAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK / + 2 x 8 VERT. W/ (2) 10d 2X4 SYP 16 -- p. PROVIDE 2x j NAILS AT EA. END PROVIDE (2) MIN. CONT. W/ (3) EACH TRUSS MONO FOOTING — - TAPCON AT START SIDE 12d NAILS / / / s SIZEAND SECTION QETAILS -I PROVIDE 2 X 8 DIAG. BRACE BTWN. --_nD VERT. BRACES WHEN HGT. OF JACK TRUSS PROVIDED BY BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" TRUSS COMPANY OR 2x4 CONNECTOR LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF #2 SYP @ 24" O.C. � , '• CLEAN FILL I 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH / p Z TO BE INSTALLED 3'-0" MAX SEE PLAN / / SEE LINTEL DIRT BUILT UP PLWD. BUCK- jdl� SCHED. °. STANDARD o 7/16" OSB ARCH PANEL --- -- ---- 0 90' HOOK -1 SCRIBE (NOTCH) BACKSIDE 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH CENTERS FIT #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #12 X 4% WOOD FILLED CELL START OF ARC PRECAST LINTEL — 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SCREWS @ 16" O.C. MAX. OR IF MASONRY BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C. INSTALL WDW, SCREW THRU OSB INTO 2 x 8 FOR OVER HANG (MAX. 4'-0") ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @SHED ROOF L SECTION a@ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = l'-0" SS SCALE: 3/4" = l'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = l'-0" A/C CHASE 4" PVC PLUMBING LINE SLEEVE THRU STEM NOTE: IF RETROFIT FILLED CELL CONDITIONS TOP (2) #5's x 4'-0" TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE WALL EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD CENETERED @PIPE PVC OR SCH40 SLEEVE s. FOR ADDITIONAL INSTRUCTION. CENETERED @ PIPE-=-==- PENETRATION PENETRATION PENETRATION PLUMBING LINE _ _ __ 50 EXISTING BOND BEAM. III -III III 1 1 I = FINI GRADE MASONRY WALL. SEE PLAN FOR Q a a - _ _ REINFORCING. PROVIDE LOWER HOOKED DOWEL ° II —III III III III II III _ _ a —III IF III III III III III III III -III =1 UP COLIC, =1 =1 I -1 11 I=1 I a I —I I I=1 11=111 .1 11 � � -1 I I 11 I 1 � 1=1 I I-11—I DRILL 3/4"X6"MIN. HOLE -III III=1_ ° I —III —_III- — = SEE PLAN — = I I=1 - =1..-_ =III— I = SET BAR IN EPDXY ''—III— • • --I I II, : I � � HTT16 W/ (18) - 16d NAILS TO — CAP TO PREVENT LEAKAGE z • ° • III =I I IE — — W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL } #5X6' EMBEDDED INTO WHERE THIS CONDITION SLEEVE THRU STEM KI (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ EXISTING BOND BEAM SEE FND. PLN. = 12" BELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN. z SIZE & REINF. GRADE COVER 6'-0" F.F. F 12" EMBEDMENT & 1-3/4" MIN. �a FILL CELL FULL HEIGHT W/ SEE FND. PLN. SEE PLAN FOR a . • �� • w NON SHRINK GROUT. SIZE &REINF. FOUNDATION INFO d' EDGE DISTANCE PIPE PERPENDICULAR TO FND. (ALLOWABLE UPLIFT=2,249#) \\ o J a A PIPE VERTICAL THRU FND. STEM FOUNDATION D D D �--a. \ 1 TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE ° I ---III- \ g 5X6' EMBEDDED INTO CENETERED @PIPE GRADE o g EXISTING FOOTING 2-#5X6' IN CONC. PENETRATION PLUMBING LINE REINF. SEE PLAN D D = I- U) N FILLED CELL ° g a. `-� DRILL 3/4"X6"MIN. HOLE NAV a ° 4 as ° M GRADE A ° i \�\\ / SET BAR IN EPDXY O =III -.III III -11 � I I III III, _ 111 -111 _ 4 =1—III— °� . CELL FILLED SOLID �. - = N ? i_ o w/(1) #5 VERT. REBAR III_ Ili- \\ ;4" SAW CUT III= a -I = • = o (2) #5 REBAR. MIN. 3" SEE FND. PLN. (2) #5 REBAR 16" MIN. (1-STY) or COVER EA. WAY A SECTION SIZE & REINF. A/C CHASE 4" PVC 20" MIN. (2-STY)- EXISTING FOOTING SLEEVE THRU FOOTING SCALE: N.T.S. MONO FOUNDATION SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL TYP. FND. PENETRATIONS SCALE: 3/4"=,'-o" SCALE: 314"=1'-0" SCALE: N.T.S. SCALE: N.T.S. NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT FILL SOLID BOTH CELLS � #5 REBAR STD. 90" H00 IL +5^ �L NOTCH WEB AT THE FIRST 04 Lo O cV i 00 N L0 TEMPORARY TAPE 'FLAP' TO HOLE) FLAP HOUSE WRAP a SH A LNG 9' ROUGH OPENING HOUSE WRAP SHEATHING 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 cl) FROM THE UPPER CORNERS OF THE ROUGH OPENING. B. THIS WILL MAKE A 'FLAP' THAT WILL BE USED TO COVER THE HEAD FLASHING IN STEP 6. TEMPORARY TAPE 'FLAP' TO HOLD FLAP �NOUSE WRAP 7 5HEATHING ROUGH OPENING 4' SILL WRAP SILL FLASHING HOUSE WRAP INSTALL FLEXIBLE FLASHING SHEATHING CORNERS AT WINDOW SILL WINDOW FLASHING METHOD 'A-1- 3-STEP PROCESS: C2) A INSTALL SILL FLASHING (EXTENDING 4' BEYOND THE ROUGH OPENING ON EACH SIDE) B. INSTALL CORNER SHIELD FLASHING (FASTEN WITH MOISTOP SEALANT OR EQUAL) C. INSTALL SILL WRAP (MUST COMPLETELY COVER ROUGH OPENING SILL (INCLUDING CORNER SHIELDS) METAL- FLASHING DOUBLE LAYER SPLINE APPLIED VERTICALLY (IF USING FELT, SPLIT 3b' - WIDE SHEET IN HALF) 2' TO 4' LAP AT HORIZONTAL JOINT 2' TO 4' LAP AT HORIZONTAL JOINT SHEATHING I I . BUILDING PAPER HOUSEWRAP I -CUT WINDOW I �� , OPENINGS SHEATHING (BUILDING PAPER , •`� OR HOUSEWRAP) , , CARRIED I' TO 2' BELOW BOTTOM OF SHEATHING 4' TO b' LAP AT VERTICAL JOINT ' 9' (b' MIN.) BEYOND COINER BOARD SHEATHING WRAP DETAIL SCALE: N.T.5. TEMPORARY TAPE 'FLAP' TO HOLD FLAP ZHOUSE WRAP 7 SHEATHING CAULK BEHIND WINDOW FLANGE BEFORE INSTALLATION. WINDOW FLANGE - —SILL FLASHING HOUSE WRAP SHEATHING i WINDOW FLASHING METHOD 'A -I' C3) A. APPLY A CONTINUOUS BEAD OF CAULKING: ON THE BACK SIDE OF THE WINDOW FLANGE. B. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS, TEMPORARY TAPE 'FLAP' TO HOLD FLAP HOUSE WRAP HEAD FLASHING JAM FLASHING WINDOW FLANGE HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLASHING METHOD 'A-1' OA INSTALL HEAD FLASHING OVER THE WINDOW FLANGE. B. EXTEND THE HEAD FLASHING 8' BEYOND THE ROUGH OPENING ON EACH 51DE. TO ALLOW MOISTURE TO BE DIVERTED TO THE OUTSIDE SURFACE TEMPORARY TAPE 'FLAP'— TO HOLD FLAP �NOUSE WRAP SHEATHING JAM FLASHING WINDOW FLANGE HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLASHING METHOD 'A-1' 4 A 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 'FLAP' WRAP ----------------------------- 7 EAD FLASHING JAM FLASHING HOUSE WRAP SILL FLASHING --SHEATHING WINDOW FLANGE WINDOW FLASHING METHOD 'A4 A ALLOW THE BUILDING PAPER 'FLAP' TO DRAPE OVER THE HEAD FLASHING. 'FLAP' WEATHER RESISTANT CONSTRUCTION TAPE HOUSE WRAP SILL FLASHING FLANGE LASE WRAP FLASHING JAM FLASHING WINDOW FLASHING METHOD 'A -I' 7) A APPLY WEATHER RESISTANT TAPE OVER THE 45• ANGLE CUT ON THE BUILDINGS PAPER B. ON INSIDE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM CV O CV FLASHING REQUIREMENTS FLASHING AND SEALANTS FOR EXTERIOR WINDOW AND DOOR OPENINGS SHALL COMPLY WITH WEATHER RESISTIVE BARRIER WINDOW UNIT THESE DETAILS ARE GENERIC AND MEANT TO SHOW SECTION R703.4. DOOR ROUGH OPENING SLOPE GENERAL 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. (0.6 cm : 30.5 cm) BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR SELF -ADHERED FLASHING :_` 3/4"-1" BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING SELF -ADHERED FLASHING MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES 51 MM WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT ( OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN ) WALL BY 6 IN. 4. UP JAMB 6". USE LIQUID NAIL BRAND R EQUAL ROOF CAULKING 0 QU L WEATHER A ER P EXTERIOR PROD PRODUCTS DETAIL U S LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE T P F WALL AND TERM) O O S HATED AT PENETRATIONS AND BUILDING PP U G APPENDAGES IN A CEMT. FIN. MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SELF ADHERED FLASHING \- ; BUILDING PAPER SECTION R703.1. THE WATER -RESISTIVE BARRIER IS NOT REQUIRED FOR DETACHED ACCESSORY TWO LAYER F FELT OR ONE LAYER F H N S O O HOUSE WRAP AND BUILDINGS. SEAL TOPS OF JOISTS - � WIRE LATH ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 Q _ 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 V2V Refer to the number marked as ## 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 the numbered Items in the list of instructions below: GRADE INS OR GREATER FOR PROPER JOINT 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 I V O 1. Install self -adhered flashing in order as shown by numbers EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE 2. Install flashing and weather resistive barrier to form water shedding laps INSTALLED AT THE FOLLOWING LOCATIONS: SELF -ADHERED FLASHING W 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 & TEMPORARILY SECURE EXTERIOR SHEATHING 3/4"-1"BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB 8 HEAD MECHANICALLY FASTEN IF RUBBERIZED AS RUBBERIZED ASPHALT ASPHALT ADHESIVE NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material 9 q P 9 MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR WEATHER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING (6" X 6" Minimum) FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S RESISITIVE BARRIER UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAILwaoT) 6. Fold as shown by arrows INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED PAN FLASHING SHALL BE TAPE EXTERIOR SCORED 7. Angle of corner may vary, adjust folding of the flashing INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL ;::;: - :: 3 SHEATHING RELEASE PAPER accordingly to fit tight to corner 9 Y 9 BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE ... ::::.... (A99EMBLED NANDOW) :i SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" `- (BEFORE FOLDING, SCORE �-. PAPER T EXPOSE RELEASE OEX OS ADHESIVE AS SHOWN) 8. Mechanical) fasten as necessaryEXTERIOR Y WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT OPENINGS DRAINAGE. O EN GS USING PAN FLASHING SHALL INCORPORATE FLASHING OR :2. VERTICALLY FROM PROTECTION AT THE HEAD AND SIDES. WEATHER RESISITIVE BOTTOM OF THRESHOLD O 1.2 I A WITH N ACCORDANCE WI THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. BARRIER SECTION -A (SEE DETAIL WP02 (S ) 1. I ACCORDANCE 3 N ACCOR ANC WITH OTHER APPROVED METHODS. O S 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 SELF ADHERED FLASHING O. - i � OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION IH WITH FRAME OR - V 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 SELF -ADHERED FLASHING 53. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. barrier above header to allow for flashing �1'� installation 4 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 2 O 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 UNDER DECKING (SEE DETAIL WP07) 7 6. AT WALL AND ROOF INTERSECTIONS. flashing and seal with tape 7. AT BUILT-IN GUTTERS. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM 1 SELF -ADHERED FLASHING FWP05 SELF -ADHERED FLASHING WP06 EXTERIOR DOOR WITH DECK INSIDE CORNER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING � �Ground� SHEATHING 7/8" Cement Plaster 7/8" Cement Plaster REFER TO TECHNICAL `'`''?i in accordance with in accordance with LETTER ON CHEMICAL • 3>''� ;, water Resistant Barrier ASTMC926 ASTMC926 COMPATIBILITY SELF -ADHERED FLASHING Lath Felt backed metal Felt backed metal _ SELF -ADHERED FLASHING Sheathing lathe in accordance lathe in accordance PATCH with ASTMC1063 with ASTMC1063 o Stucc ........ » .::.•:.:.. :::::.::.::.. ::;:,. d • . .. ............. : Building Paper Building ng Paper .:::::, _•::.: ............................. .� = • N ..... ... ..... 7/16 O.S.B. / 7/16" O.S.B. . :.::;:;;;:;;::::::.::;;:-..:::::•::::::.:::::::::... -.- ::.::.:::......-::::::.:........... ........... .................................................................. .... •d d• r , sheathm g sheathing • ::::» •:•.. SELF -ADHERED FLASHING , , SELF- ADHERED FLASHING Foundation Wall • : A ............ :......:... . ' Metal NAILING FLANGE SELF -ADHERED FLASHING 1 �. .d . .: ... + .. d. .A v • ' • Flashing / Weep Screed 1 2 3" MIN 4 - Installed As Per Stampede or similar 2 4 Manufact. Specs. & DO NOT FLASH OVER FRC R703.7.2.1 cauk bottom BOTTOM NAILING 8 G J joint only FLANGE Maintain Bottom of Weep Screed SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING FOUNDATION WEEP SCREED WP Weep Screed 2" Above Roof Installed As Per fact.SR703.7.ec Manufact. Specs. & HALF ROUND WINDOW OUTSIDE CORNER FRC 2.1 Sheathing 1/2" Cementitious Decorative Finish $� All inside and outside corner will --- -- -_� - _-_ 15 need to be miter cut and caulked all --`---= Cement Plaster - butt joints need to == in accordance 6. •3 with ASTMC926 becaulked using over wood 2nd Stampede or sim. floor caulk for all DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 Cement SELF -ADHERED FLASHING /� /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 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 i O 0 lV Z w ON1, So Z V) M r^ lif aV)J UJ Z Ia- CL 00 zl-n� W W� _I O O U x (� W Q LU LLJ O J 1 CL Imo! W Z QO Q Q Q ~ Q Z W Q Z Z (Yi 0 � U (y) O_ t) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vosd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE 1T IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION O OF THIS DRAWING ONLY. -- 2018 LENNAR CORP.-THIS PLAN MAY NO T OT BE RFPRODIIC'FD IN ANY MANNFR WRHOIfT WRITTFN ■ ■i DATE TDESCRIPTION 12 19 17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 GV C` cca I- Z aLIJ w l� _ af Z W i') Qco) LID 2 W wcv 210 W 1):* >-:* Z Q LLi = LLi W LJ ... SHEET TITLE: WATERPROOFING DETAILS SHEET INFORMATION: JOB NO.: 381320 DATE ISSUED: 10.09.18 DRAWN BY: LF REVIEWED BY: TH W P N LO O 1 1 Cb LO March 20, 2018 Re: Wood Construction Connector Compliance for 2015 In[emational Codes 8. 2077 Florida Cotles To Whom It May Concern Section 2303.6 of tire 2015 International building Code (IBC) and 2017 Florida building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and rstahlishing 1 oads of Joist Hangers. Previous versions of the 113C and FBC required testing to comply vdth ASTM D1761 Tesf Method for Mechanical Fasteners rh Wood. Both methods determine a connector's allowrable bad as the lowest of the following. 1. Lo"st ultimate of three tests (or average of 6) with a safety factor of. 3 2 Average load at 1/8-inch deflection 3 Calculations per American Wood Council National Ueslgn Specification for Wood Construction (NDS) I he primary changes In AS I M D7147 are requirements to measure properties of the tested materials. such as steel strength fastener strength and amid Spenife gravity. The tested ultimate loads must be adjusted vkhen li stpd material properties exceed the specified properties, ICC Cvaluation Services (ICC-FS) revised AC13 Acceptance Crilr,: is for Joist 14arrgers and Similar Devices in October 2016 to incoipoiate a methodology to evaluate products to the 2015 1-Codes. Simpson Strung Tie is working on te-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, ore will apply for Florida Product Approvals However, reevaluating a large number of products will take time. While manufacturers work wdth product certification agancios 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, resioc"ively until July 2018 The Information in this letter is valid until 6M. 01)18 wtlen I will be re-evaluated by Simpson Strong -Tie Please visit view stranptle tom far additional pertinent information. If you have questions or need further assistance regarding this matter please contact the Simpson Strong -Tie Engineering Department at 80C 999.5099 Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P F , I_FED AP J,4BDW Engineer_ Southeast U.S Branch Paso t of i ?:e: 2221 Courlry I.- McKimey, T%T5069 Phano. 912.542.0326 Fax, 972.542.4138 > cn (a O .�. > V CD O Q O O A C (U �L.L • Cs'' /_ Cn jUcu _ W O O _ L 3 c 5- O _ CIO O i-A %+- CIO `v O O N it♦ � L V/ �� r1 � � O � Li '^ < PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components fisted below d they will be utilized on the - - permit. construction protect for which you are applying for a building We recommend you tooted your local product supplier should you not know the product approval number for any ofthe applicable listed products. -- - Category/SubcategoryManufacturer Product Description Approval Number(s) Test Pressures USP confleetors > < Simpson Connector* u3P Stock No. Florida Statewide Product Approval No. Evaluation Report Basis (2018) Simpson Stock No. Florida Statewide Product Approval No. EvakrstWn Report Baehr (3018) A3 FL17244.1 ESR-3455 . HD210-2 FL172323 ESR-3445 HU210.2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FU0856.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 H026 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856 4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10858.9 ESR-2549 HD412 FL17232.4 ESR-3445 H U412 FL10858.9 ESR-2549 HD610 FL17232A ESR-3445 HU610 Ft.10856.10 ESR-2549 1. EXTERIOR DOORS _ HDO410 FL17241.7 ESR-3444 HUCQ410 FL11488.11 SIM200804 A. SWINGING ThermaTru Firber-Classic and Smoor (NON -IMPACT) FL20461.1 +67.0/-67.0 psf HGA10 FL17699.1 Evaluation Report HGA10KT FL11470A SIM200803 ThermaTru Farber -Classic and Smoo"tthStar (NON -IMPACT) p�0gG1,8 +g7.0/-87.0 oaf _ HGAM10 FU7899.1 Evaluation Report HGAM10KT FLt 1470A SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 ThernaTru Firbar-Classic end Smooth -Star (NON -IMPACT) ( T) FL20461.9 +67.01-67.0 psf HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 TherrmaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf HTA20-18 FL17680.4 Evaluation Report HETA20 FLl 1473.5 SIM200802 ThennaTru Classic -Craft and Benchmark FL15225.1 +67.01-67.0 par HTT18 FL17324.2 Evaluation Report HT716 FL11496.1 ES-0130 ThemisTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 ThermaTru FlberClassie, Snloothster, ClassicCraR, Rustic FL7640.1 +67.0/-67.0 psf HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 B. SLIDING MI W4ndows and Doom Series 420 FL1$332.1 - FL15332.5 +40.0/30.0 psf HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2613 PGT Series 5570 FL251.10 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.28 ESR-2613 C. SECTIONAL Clopay Building Products Residential WmdCode Doors W5 (8X7 ) FL15279.37 +30.0/-32.0 sf P HTWM16 FL6223.2 Evaluation Report HTSM16 FLl 1473 11 SIM200802 Clopay Building Products Residential 1WmdCode Doom WS (16X7) FL15279.53 +30.01-30.0 psf HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 Clopay Building Products Residential WmdCode Doom W6 (8X7) FL15279.85 +38.01-42.0 psf HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential WmdCode Doom VV6 (16X7) FL15279.102 +37.O/j1.0 per HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 D. METAL LOUVERED DRS Curtiss Division of AADG, Inc 807,707,727,747,end 847 Single & Pairs of Doom FL71537.1 NIA (see anal slit) HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL.10850.R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10858.11 ESR-2549 2. WINDOWS HUS26 FL17232.6 ESR-3445 HUS26 FL10856 11 ESR-2549 A. SINGLE HUNG MI Windows and Doom Senes 185 FL17499.2 +50.01-55.0 psf HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 PGT Series 5500 FL239.7 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doom series 188 FL75351.1 +40.0/-50.0 psf JL24 FL17232.7 ESR-3445 LU24 FL10655 103 ESR-2549 C. FIXED MI Windows and Doom Series 185 FL15349.1 +40.0/-40.0 psf JL26 FL17232.7 ESR-3445 LU26 FL10655.'104 ESR-2549 PGT Sodas 5520 FL243.9 JU6210-2 FL17232.11 ESR-3445 LUS210.2 FL10655.107 ESR-2549 - D. MULLION MI Windows and Doom Sodas 5784 FL15353.2 NIA JUS24 FL17232.10 ESR-3445 LUS24 FL10555 109 ESR-2549 PGT Series 5500 FL261.1 NIA JUS26 FL17232.11 ESR-3445 LUS26 FL10855.111 ESR-2549 E. OTHER JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 3. PANEL WALL _-_ FL13192A - FL13192.2 N/A JUS46 FL17232.11 ESR-3445 LUS46 FL70855.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 lBG3 FL10667.71 ESR-2615 A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding KST280 FL17244.15 ESR-3455 MST130 FL10852.7 ESR•2105 B. SOFFITS Alside Solid and Vented SoffitFLi5272.1 - FL15272.2 +70.0/-70.0 psf -_ Cn O U -0 L �� CD CIO L 6-00 U O CIO M W 0- F- w 2 /C=� W z J z J LSTA12 FL17244.18 ESR-3455 LSTA12 1`00852.4 ESR-2105 C. OTHER LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852 4 ESR-2105 4. ROOFING PRODUCTS LSTA24 FL17244.18 ESR-3455 LSTA24 F00852A ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 1Sib Fell Underlayment FL12328.6 N/A LSTA36 FL17244AB ESR-3455 LSTA38 FL10852.5 ESR-2105 C. ROOFING FASTENERS NOT USED LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp Off Ridge Vents FL16918.1 - FL16918.4 NIA LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A LTT131 FL17219.2 ER-0200 L77131 FLi 1496.3 ER-130 Lomenco, Inc DA4 Exahust Vent FL17202.1 NIA LTW12 FL17244.8 ESR-3455 LTS12 FL1046629 ESR-2613 E. ROOFING TILES Boral Tile Villa 9W FL7849.27 - FL7849.28 NIA LUGT2 FL17240.2 ESR3447 LGT2 FL11470.7 SIM200803 Bored Tile Saxony 900 FL7849.18 - FL7849.20 N/A MP3 FL17244.22 ESR-3455 LS30 FL 10446, 15 ESR-2606 F. METAL ROOF Gut Coast Supply S Manufacturing, LLC 0.032" Aluminum GutfLok 16" wide roof panel FL11651 2 R3 N/A MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2506 MP4F F1.17244.24 ESR-3455 LTP4 FL10448.19 ESR-2606 5. SHUTTERS MP5 F1.1724422 ESR-3455 L850 FL10446.18 ESR-2606 A. STORM PANELS Global Protection Products Galvanized Steel Storrs Panels FL15076.1 - FL15078.2 NIA MPH3516 FL17240.3 ESR-3447 WWM1416 FL10667.86 ESR-2615 All American Shutters 8 Glass Galvanized Steel Scam Pamela FL17869.1 NIA MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 8. STRUCTURAL MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 COMPONENTS MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see than MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 ----------- ANCHORS Simpson Strong -Tie see chart MSTA36 FL17244.18 ESR-3455 MSTA35 FL10852.9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 Mi fek Indusples, Inc. Truss Plates FL2197.1 • FL2197.5 N/A -- - -- MSTC52 FL17244.28 ESR-3455 MSTC52 FU0852.11 ESR-2105 C. ENGINEERED LUMBER Weyedraeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A MTW12 FL17244.8 ESR-3455 MT812 FL10456.33 ESR-2813 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MT618 FL10456.35 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A MTW20 FL17244.8 ESR3455 MT820 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.8 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13WM.8 ESR•2616 PAU44 FL17239.13 ESR•3449 HDU2SDS2.5 FL10441.4 ESR-2330 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 avallable to the Inspector on the jobslW; 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 t approval cannot be demonstrated during Inspection. PAU86 FL17239.13 E3R•3449 .. GLTV3516 FL106678 ESR-2615 -- PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR3444 CS18 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Repod H1 FL10458.5 ESR-2813 RS150 FL17244.27 ESR-3455 H10 FL70458.8 ESR-2813 RT15 FL17236.3 ESR-3448 H10.2 FL.10458.7 ESR-2813 RT16-2 FL17236.2 ESR-3448 H10A FL10456.8 ESR-2613 - - ------ _-_ ---- -- - - - ---- RT16A F1.17238.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR3448 H4 FL10458.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 ------- _ �- -- - ---------- APPLICANT SIGNATURE DATE RT5 FL17236.3 ESR-3448 H2.5 FL10458.11 ESR-2613 --- - - - ' RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 l -"-- "- --""-- --------------'--------- ---- -- -- RT7A FL17238.3 ESR-3448 HS FL11470.3 SIM200803 RTBA FL17238.3 ESR-3448 SPt FL10458.41 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 gpg FL10458.44 ESR-2813 --- ----- -------- SPT6 FL17244.32 ESR-3455 SPB FL.10456.45 ESR-2613 _._.._ SPTB FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 ---------- ------ -------------------- - -- -- ---- - ---_ SPTH4 FL17244.32 ESR-3455 SPHB FL1045e.47 ESR-2613 - - - - - --- SPTH6 FL17244.32 ESR-3455 SPHB FLIG466 48 ESR-2613 SPTHS FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28.2 FL10655.3 ESR-2549 TH028 FL17232.15 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/112 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDO8-SDS3 FL10441.1 ESR-2330 THD812 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FLl 1473.19 SIM200802 UPHDB FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - LGT3SDS2.5 FL11470 7 SIM200803 - - LGUM26-2 FL11473.12 SIM200802 SHEET NO. PA 1.0 -6 -a N Florida Department of Business & Professional Regulation Florida Department of Business & Professional Regulation Florida Departrrlent of Business & Professional Regulation Building Codes and Standards Pop I Building Codes and Standards Pact I Building Codes and Standards Florida Dt]parbrlent Business & Professional � � pp., Of Regulation pap„ a2 � V Product Approval Applleadon Detail ,2rJo,e Product Approval Application Detail ,/srJo,a Product Approval Application Detail +1s,a rm Building Codes and Standards ,/a2o,e O ,}a Cl)L- Product Approval Application Detail FLne4p1.a2 FLup4e1JU PLA"IJU O BA2041 i cod ialgLer role Wle WIIPaShcoe Cale Sd14 gromtL Wg � DPW Panel Wle Omit Vent- I/ S lmbML.alkloM Ydkww ffi Validated submitted EIGAomm id AmotlMd Stat1M fmOs CmOLar Ikm Cale WY l rs= Version MWAOSUoc 220= til�Ca, Lk— yxkv&A YeWald MgerMeO nn� \y Q 0 I)rs1 haulm Ileoi Coolest CDo�nr3Nraaee Y Ya91YY4 FWAea�ral ADWV Y I=& t P IMNIsI ApalLmd Hd1M Snide EWI.st Caje C C Revision 2017 Therms-Tru Corporation (tick Lyndon F. 9ohmstL P.E. Ryan J.King. P.E. 10n52017 07/t2l2p77 1d/82017 72l722017 Approved Ravi— 2017 Thsmh►Try Corporation Ride Wright Lyndon F, Schm10L P.E. Ryan J. Kate, P.E. 29&1740 PEJ340B 787Jf555 id162017 07/122017 /dI W2017 12/12/2017 Approval Revision 2017 Thelmo-Tn Corporation Rick Wright Lyndon F. Schmlet P.E. Ryan J. Kkle, P.E. 10115=17 07/122017 1d1&2017 12/1220,7 ved AfrD+o 11= Version, Carom ZOWNKLWk YM&imglLb Cale ➢tie[fa7m Cale VaNANd auhmad FW AmtmMl &29mnt Ilea! ^' �'� /t � Category: Exterior Door 298-1 (479) 21M-t740 PEJ]409 (619) 767-0666 Cabpay: Exterior Doors Subcategory: Swbleb9 Exterior Door Assemblm (/19) (813) nckwenybldgoorsultants. CWgpy; Exlarbr Oohxa (419) 298-1740 PE43400 (613) 787-0655 RavWon 2017 Therms-Try Corporation Rick Wright F. V! ♦^ U -1 -0 V/ 1.- SubC.Wgwy: SWbgicle Exterior Door Assemblies �Oca^setwits Congamee M Evaluation Report trap cam subcategory: Swk*V Exterior Door Aeeembllaa rldtwQrwpldpmpreulMlb. axn Category: Exterior Dons Lynda Scenldl, P.E. Ryan J. King, P.E. (119) ig8-1740 PE43409 7674h666 1d1 S2017 07n7/2017 10/10=17 12/122017 Approved v, ConteNtrms Msdw& Evskmeon Report kom a cam m&. a Florida RpleMed ArchkeLicensed Florida Compbnc. Matlted: Evaluation Repro ftorn • sueCtleporP: Swinging Exter Door Assemblies (e,3j ,Icnlvb wQb0on U Fonds Registered Andhibd a •Licensed Florida c a a Professional Engineer Professorial Florida RspleWeO Arobut a ka Licensed Florida Professional Engineer enco Me 1- Roportftme pehxk.ho con `a+ ProfesebnN Engineer Fb d ArArchitectArchitecta • Limited Fonda � ^ •i,j FL1201e1Jt2 Produces Fl/1a0181aa2 Prod,rcb ProfesbnN Engineer � • L. Cawley Atiourentoo, Abdicated for List Rolm Dwlav Aisrunart Aistraseed fow Use, ammndbLum Imed 222M 0,,te[AN—rs Aa , Use AoorsaAbLuM M]Mer ���le L 1� ill � leas Product al. Number w NM ModPresents5 Product Description Climbed Espial Date Data" R.." p i� � � � Use�t O a. Theme-Try FBer-Cl.and SrwdhSter NaNna166aJ8:g 6quoLNoMmpaclequoL Opaque 11/312020 No Yee No WA 6 1. Thermal-Tru Ficer-Claa+o and SmoothSbr NominN 86039;0 &qud;Noh4mpec,squoL Opaque 171J1GO2g Composite Edge Fbrglass Single Door yes YNo WA g I. Th.—T. Fiber-ClaWc and SrnootMSW gr Nominal 6&039:8 &oLNon-Imptn&quM; Glazed 12/31/7.020 Co poeBs Edge FBznglrs Single Door No Vet No WA �t Raft+ h1DM: QJWYe.l00Y [f�Yle � �� CanpoCIO Edge Fbgles 9agle Door Compitp ks Edge rgliwu Singleconfiourabon (Inwvingpulwving. X 0adlpuratbn) (krwehyOhAwvxhp: X aon6guntbnj 14 a lnnennrha-Try FbrJ:hosek and 8mteotlhJR.r f4anriahal 86i�;0 aquotNnJngac&prtat; rJtezed 17/312020 No y� O (InvelogrO p; X Canposhis Edge Ffeerghus SYhpte Door Yes No WA ' ^ (bwH1pIOINwIng:%gordgwatbn) C -- E Ei t18mt41$i F1,020401F9 W 0 O GM aalleLpr Gall IIalt Wle..Ptotll9l gas Sim fo)mL8 no Ile!! Wg.� Calt Smile boly Wle Wle QtleP�.DY D m Fl�lf].i+i N_ � 0 #a Q IYM Yanbn ltasle c Cmled aoaI�LLIatMe YegdaOdJac Validated amergld FSRC.A9a®td Approved a1NM �! version RevMlon 2017 a Thorm►Tru Corporation Come, Engineer ilkyatMabd ey Rids Wright Lyndon F. Schmidt, P.E. Ryan J. Keg, P.E. imoom Submitted FBc Approvst Approved � 12/132017 12/132017 12/212017 Pending Oral version mars8dloa goom lowwoL LLIMm MaOdtim led d0d ftwom EHCAaiamral &own" ima SmN EBteLpr Gale Wle ! role �- ICU "o � �. Revision 2017 feu Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. Kbp, P.E. 12/191t017 12/19/2017 121t72077 Pending FBC ApproveIns Category: EYterbr Doors (419) 298-1740 PEJ310B (e13) 787-0555 FOG Approval Revedm 2017 Therms-Tru Corporation Category: Evle+br Ooon Rick "to Lyndon F. Schmidt, P.E. Ryan J. King.P.E. (419) 2961 T40 PE-49409 (813) 787-0666 12/132017 12/192017 12212017 Pend �C MDrOvNLM Ymulaiduam g egg YY .t yelled ja..gYg [.�,AO'�9yr Ate a llehM � � U) all calloI Catepay: Exterior Doors BubCatepoey: Swoypng Exterior Door (419) 298-7740 PE4340e (813) 787�8666 MkwQrwbld9canwkanb. 8u0Catepory: Swinging Extanar Doan Assembles nldrwQnvblpcasueaMs.an gubCatepcey: Swinging Hderbr Dom Assemblies wDMpcarhwllnho, R.M.nelhlOn 2017 Tltena- elan Rick WrightWnpM Lyndon F. Schmidt P.E. J. Keg, P.E. /2/132017 12JI32017 12/112017 date FBC App. it= orb. Milted: R.pat ban a Report FloRe Dom Cwrpeuhce Metal EvNusbon Report from a Dom Conhpllrhd Method: Ewluedon Repot from a Dom Clan : Eiden. Cabaay: dar 1 40 (613j 7S7J16&5 i h"MEvaluor a Floridatlt Registered AmAaec a • Llopnpd Florida Florida Rplebned A,deec a • Licensed Florida Florida Registered Andheed a a Llonserl Florida su0Ctb0ay: 9wNpag ExteriorDoor Aspnbb. wkw'QrseMgpweaganla. Pnol—I Englnsr Professional Enghmer P,olesalonal Engineer CenlFNree Maewd: Evaaudbn Report kom a dorm Florida Repeated Arched or a U sr sad Florida Fla2eeN4t2 Producle FLI120461413 Products ProMWnal Erhphieer Appointed for LN ApowcanedfLW! ke■tl 21W■ Alocatedt,Use A�for Use kNMd 22WRO gimilhArra� Am®MtijaLUM AM�YM &Am also Fu2llJUProdueesLiWLAao aMt P Conk6Eaol�Wle . notemleal M2 ProtheritModelahoolowNo—. Fr�. In HVHZ Ow RgMgeS Pheasant, iffit cabaataxpintlnDw In HVHZ OutsideResidual Ersaears 1 a. Thorn-Tm Fib —Classic and! Smo08l-Stir Narana168339;8 &quoLNaNngsd&quot: Opaque 12/312021 No Y. No WA S f. Therms-Try assc an Fber-Classic Smooth-S1ar 6a3 Nominal 89;0 &qud;Non­lmpac&quof: Opaque 12/312021 No Yes No N/A 9 L Thermo -Thu Finer-Clnak and Smooth -Star Nominal 8&OWS &quot;Ncn Impact4 quct Glazed 12/312021 No Yee NO WA Prodhtel Mar. Nh.Mer a Norma mMNCAdIIO� AaM�forgot AO�tUse bill" 92" ConpoNte Edge FAegleu Skght Door Composite Edge FbgMls SInteN Door C onpcab Edge Fbeglaes 31ngla Door on Q>N 16iDDR litlNo (InwHrg/Oubwag; X con8guntlon) 0nswlaplOutewlnp X configuration) (Inawahp/Oubwate; X configuration) 14 n. Themm�l-Try FMenClMsk and SnteotlhSlar NomCominal &qu Glared 12/312021 No Yes No WA WA Edge glass itpoaB or khp: SNQih.Crlle>a (N�p�lnb 0arphaa6on)� _ Florida DeparMent of Business & Professional Regulation Poll, I a, Florida Departrllent Of Business & Professional Regulation Pavlof, Building Codes and Standards ,r mle Building Codes and Standards w5wa Product Approval Application Dotal[ Product Approval Application D4atall Florida Department of Business & Professional Regulation p 90 +a+ Florida Department of Business & Professional Regulation Page I or Building Codes and Standards v5rm,e Building Codes and Standards 111=1e 191.11152234114 FLMB ii-0e Product Approval Application Detail Product Approval Application Detail Smelt lrew deg Wle Dab.Eaa�n Dab Cm(t Ermyor Wg 201 m!lF3� go 110111 Version IYo1deWm cruet loaYMlefl,t>ma verAmbdlkr ymod d aaltaatad FOC AoprmMl Alp®Md Illeaa mm V1Wm Wemdr&Nc Coaled EawamLLWaRm VaNdiNdIV Yagdald lWmmld F9C Aootslul Agg®ad lum Rsviolon 2017 Thema-Try Corporation Rick Wright National Amemfalim & Ryan J. Keg, P.E. 12202017 0921/2017 122N2017 Approved R_ 2D17 TMrma-Thu Corporation Rick WrightNational Accreditation & Ryan J. King, P.E- 122012017 0921/2017 1227/2017 Approved Ca mpay: Exteror Doors (419) 295-1740 MsnaOement beahtte (813) 7074555 Category: Exterior Donn (I19) 2 1 740 Mweetimenil InMM (813) 7 7 Sm4t CdleLer g!)! 20 171gPgdbg Wle raft EdlhLer 90 20 2111028N Wle SubC*bg y:S.v6gateExbdarpowAssembbs ntlmQlwDldpmnehante subcategory: Sobel Exterior Door Assemblies ridlwlipwMdgomdenb. lull YlWg ! ErAgLALk— mindoock YNWaYd at&mw I=AMrmral AROM M aleaM mm Version voludisam rAg= ClabmL LJMMI XWWII L& WOW a1&Wad EIGAROMMl App®ted amn Compok ns Moaned: Cem6atlon Mwk or LWhip north compliance, Ysahed: Certification, Morl, or Lefing Corn R.M. 2077 MI vdndow. and Doss Brsm SMnpsr Luis Roberto Loma Steven M. lkbtl, PE 0011 ]2017 0&112017 05115f2017 1 did2017 Approved Revision 2017 MI YYlreovn and Dons them series, WN Ro0erlo Lanes M. lMtlh, PE 0&132017 OB/112017 0&152017 td7d2017 APIXeted Category: Evtarbr Doom (717)3853300 PEJ2514 (/17)317JH54 Category: Exterior Doors (717) 3W33DO PE-62514 (717) 317-6454 subColagory: Sitting Exterior Door Assemblies b*UnprQmlwd coin sabGtepay: 80date Exterior Door Assemblies bedMngeyyn4wd.aom gUokkCANIM Mg Apaovsd for Ilse Appramed for Use ]a= Qualm Quality Asuraeoe Ao jhd Lw Uss AO ,d to, use Impact Calm Co npbnra Milhal: Evoketlon Report torn a Compliance MNlmd: Evaluation Report from a In" Product Modal. Rai w Na1hr ProdLmt canoed EXDWSUM Dab In HVHZ l udaMls HVHZ tlefYleal Pressure ago Prpaet Model. Numlber or Name pnwwpmdodm 92okulgiabi2amok I0.1,/i+y oubMe Nv1fz RMleleal P1aMErs Florida Rphbnad ArdtkW or s Ucanaed Fkxida Florida Registered Architect or a Licensed Florida 1 a. &quoLCWebCMI&quot. and &quutBenckmark by &8 and 810 OMM and Glazed Fiberglass Door with 12/31I2021 No Yes No WA 5 e. BquN:Smodh-Star&quoL end 8quotSsd+muh by 6R and W Opagw and Glazed Fiberglass Door with 12131=1 No Yes No WA Professional Engineer Professional Eplrmer Theme-Tru&quot. and WOW SMW". anwag and O t..Wg Thnme-Tru&quot, and will Sidea ss. baweg and Ounwing "UU-1116 Products Eli 2211 Product lbd L Numbw or Nam CadhLANKTAM P contract E.Okenm AoOtgYmINIW Agomyod for I%@ blod 2OWN Dab In NVHZ >Ld"10mi PASMUd PlMMrs Mal 9ml4.AN1■Oae Pfodmpmdodm Cooked Explosion A■Wvdfor use AaamMiiiYN MIN 21dm t Infilm Dual HVIC Resistant LrssMre Sesigh Quietist 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12/312018 No YN No WA 4 SERIES 420 ALUMINK M $OD REINFORCED SERIES 420 ALUMINUM 800 REINFORCED OX. 17/31/2018 No Yee No WA 145-3/4&gwtx9s&quot: XO. XX 98&quatdiesquok Florida Department Business Professional Regulation Pop I a I1 Florida Department of Business & Professional Regulation Pope 1 a, Florida DepaMTent of Business & Professional Regulation Pop., a I Della egu Florida Mint of Business & Professional Regulation Pop., a, Building d Bulkll Codes and Standards g Building Codes and Standards 1160201e Building Codes and Standards law's Building Codes and Standards lfll Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Ehtla11ILM Eye F1a16292Jt4 2201 Eno Wg Clio 20LBEIlN Calf 6,11611Y-ft &role scaly Cale deg DINS PSI■ Wle C90 Enters[ Cole Wg II6le.pmd- Wle Celle Enftor Cog Cell Dab Pansies Wg Ire! Version Wloidaphlo[ 900= !■lee1[L.LM M YaNdedk vtllOMd ambmwd PIICApp®MI ANanted am& bin Vmlm YNidegam C1mled ZaakoKALIRIM molddlLM Y VA" Ai&mlod PWAammel Apga and ado 111111111 Y1Wm 11sudislaugg Cooled PJLa1M EAlkM Validated by Ylgdod BWmaYd F8C App®y Aagwand AU M 1Yat version lleaalmaaer 99" guawmLLLM M VolMsbd at Yalbmd Li*Mmd FW Abo®nal Aoanrod AMR Revlean 2017 Clopsy audible ProduW Company Mark WeterllNd hosttek Taanag Servkls N.A. Gary PWleer 11290017 08/10/1017 12/05W17 App ovsd Mvefon 2017 Clopay Building Products Company Mork VV*.i k1 IrpMk Tooling Servlcae NA, Gary PkW.W 112g2017 00110/2017 12005/M17 Approved Revision 2017 MI Windows and Door Sant Stanger Luis Roberto I— Steven M. (arch, PE O&132017 061112017 001162017 10110=17 Approved R.W. 2017 MI WMrdowe and Doan them SMngo, Luis Roberto Lions Steven M. With, h, PE 081132017 =112017 MIWM17 10/102017 Approved Category: Exhinbr Doom (513) 770-01182 Inc. (513) 519-0558 Category: Entenw Done (5/3) 770-0062 Inc (513) 519-0588 Category: ExWbr Doors (717) 366-1300 PE-62514 (717) 3174451 Category: Extador Doom (717) 3653300 PE$2614 (717) 317J451 sl+b0ateganY: Seotlpnal Exterior OoOr A..embbe nrnreaterBaMQdopeY.corrh 6ubCetepay: Seasonal Exterior Door Asesmbbs nwMtsnsellQdopaY.com fk bCabpay: Saabs Exterior Door A. bin. bllin"nbtd,com DrACseapory: SlMerte Exterior Door Assemblies MMrteerQrhWlM.aom or Losing Caapllas. MaNted: Coriffication Mark or LYrtlnp ■ � Cc.gM—Msthed: Ewluson Report kom F end. Registered Arcues t or. licensed Fond. w sport s a • Lianasd Florid. �ndProfessbnN i Ei1i Probational Engineer ErhgynheerArdlsad LANiaMM Ase rtz"d for Use Approved for to, keumd CMdm 9 oOL6 arsoM Agnt"d ft, IM Aacardi for Use NEW mdM "93374111011'ln&ale FUKLZi184ProdlMle UL9 oleo calg,,Mt atchodon.go In HVHZ OMYM.IDmi HMMleo{ Enamels Mat Produalt Mod2l. Naaabw or Neene EMOOL20adWho f&oklldE RMI02aCak In HVHZ 41NWtmmi subm Et 37 037 W5-09 PAN-2F161: 54A, 94, 73, 75, 1600. 190, 78. Steel Pan (min. 26 ga.) Single -Car (up to 9V wide) 0521/2028 No Yes No -30 PSF/-92 53 063 V i PAN-211i153:14A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 gar) DoubiwCar (9"T to iBP 06212028 No Yse No +30 PSF/JO ammbLAML1mN Apprand.mLaN A to, loom owim 2HWkABVrsaGe Afoot Ag0[M eel for this Imam on" 76V. 4RST. 4RSF. SRST. SRSF, 2RST, 48, 42, 66, 48a, WWNOCODE&6174: WS Garage Door PSF 4RSF, SRST, SRSF, 48, 42, 55, 486, 420. US, Goss. wide) WINDCODEWI74; W5 Gaspe Door PSF Mal Product Model. Number w Name EM69LOOVdkdffl EgakidiNmaignam In lattli O NIdLResistant PleaNrs M9l 2Dahad Description conomm DW&don pas IDHVHZ 4aNidis KV19 R"bg RnNgrs 428, 563, Gobs, GD59V, GRSS, Glill AR58, AR5SV, GD5SV. ORSS, GR5SV, ARKS, ARSSV, ED88, EDIISV 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGO OXO 120312018 No Yee No WA 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SOD OX, XO, XX 12/31/2010 No Yes No WA EDSS, ED58V 14_k3;4&quobn80&dluot NON -REINFORCED 981liquotx806quoC NON -REINFORCED O Florida Department of Business & Professional Regulation P.pe l a l Florida DepaRnlent of Business & Professional Regulation Pep, of 1 Florida Department of Business & Professional Regulation Papt i a l Florida Department of Business & Professional Regulation Pop., of, ■ �� Building Codes and Standards +Nrso+e Building Codes and Standards trawls Building Codes and Standards 1161200 Building Codes and Standards Product Approval Application Detail Product Approval Applloatlon Detail Product Approval Application Detail Product Approval Application Detail FL#IUU-Re rm01 inaLer Wle no 211CN.N Wle FI/26141n roil 1.daLl[ Wee role ➢NLBmdkm Wle FLa11e37417 2201 EWh(Jat Wle Cale DolePoodaa Wle Faa17491412 Smfg Kom0 Wg salt 2OLeMaN Wle mm Varietal moside im Qualm aNbmLLU Mg Yowdo ar IN&i" aNkmom FWAmraral ANrsiMd alma Irae YersMd IlmiNdoc Godw inok xa.License xdwddlac Yabdod SLdroalYd PECAsti Appointed Alm mm MEW= mam Smelled IMIMKAlho M YalWaleOJal Vdllalad litiom FDCAmtmMl Aplrssed imm DM1 IMWm gamNr&loc Cm bid EMwuLtimm YegdWdffi MMMANd ai&mmw EIGAw®rd ApnrsIMY riaM RwWn 2017 M Wridoas and 0— &stet Stenger Luis Roberto Loos Steven M. Urkh, PE 08113M17 081112017 06115=17 +0i10/2017 Approved RevWn 2017 PGT Induoblas Dean Ruank Me —Dada SCCO - CER M eamLDade OCCO - VAL 1212002017 11/282017 12262017 Approved Veen 2017 CURRIES Dlvlabn of AADG, Inc Deck Dow UL LLC Ted Banner, PE I1r902017 Id2d2017 12/0&M17 Approved RevWn 2017 MI WWeovrs and Door Bent Sabpar American Algatedural Shown M. 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King, P.E. 101152017 /01152017 1 W222017 12/122017 Approved Category: Doom (4,P) 296-1740 f+EJ34p9 (813) 7e74355 LU 13alit,11112l Fy163e1JU subcategory: y: Swaging Exdenor DoAsaembbe rkkwQrwDldpamsugnla. fdo EDter.Or go 20 gdtPending Wg C1N Cntlh or 20 Nall am Plea gala a ll .ompNnca Metlted: Evakeeah Report M1em • axn b m version Nuallemaguz CIO" Zgelaw a License Ventilated a, Ywwm Mhmom MCcAmmrd ANmMtl sYha ire! vmi- Yamdlifital Cmled EfmaM.& U— YM&Wlt Y VaAd w Wall FDri.AM@MI AMatred a" Florida Reglsbnd Arc AW a, a ucansed Florida Q Ravlebn 2017 PGT attired" Dean Ruark Mi ld-Dads acco - CER MIrm4Deds BCCO - VAL 12202017 12108r2017 12252017 Approved Revlebn 2D17 M Wanows and Door Brant Starlit., American Architectural Steve M. Undh. PE 01/«3rd01s 011032018 Vehoom Professional Engineer Cabpory: Vdndowe (941) 48"100 (786) 315.2590 Cetep�': Wa,dows Manaaduren A.eadatln (717) 317-0I54 MCCsbpwy: Soon Hung drumkQpgtYdwtries.ahm be4li gerem00 inpbg°r®mMvd.dom Coa p-1 ,. 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UrMri, PE to/I M17 10/16=17 1or.%=17 12112 M17 Approved (717)3654300 PE62514 (717)3176454 bea"*., wd.com QUIM-Aaymag Approved for ILke Approved for Use hood Ocean P S - inllrilii olak1 HYH2 Bream PIWia Wrtial Aluminum Mullion 12/3112018 No Yes Yee WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 u11 115m18 11 Fle1N4r11 Cda Enft or sea gate Dab Pend 20 Diu Variation lamdiagm CuaM F. rwraLk- YamdddBy Wood OWmWW PQC.Aaa W Aeettma am= Revision 2017 POT IndustNe Dean Ruxk Miami -Daft BCCO - CER MlemFDede BCCO - VAL 12MSM17 11/152017 1210M17 Approved Category: VOW— (941) 488-0100 (786) 315-2590 subcategory: MUNN" dNalk@Will uebilecom Compliance Medved: Certification Mark or LiWn g FL92N4t1I Produate Quality Ans rencle Approvdfor Uss Aaalad.for the hire Gotten lmN g,m�Eaolmoa- IniDfHi gLlYkaH1(HZ Buaad Oran 1 Mullions for All Doom slid Wndows Aluminum Mullorm 03Qa2021 Yes Yes Yes WA L Florida DepaAment of Business & Professional Regulation Page 1 a l Building Codes and Standards irlimle Product Approval Application Detail Fietals2ns GM EaaLa I?W gat DW-EeB91Be go D1a Vegas tldsiawim Sm= Loalor ALlati to Yaadmdmt Yatdmd CWmw MANKMA Asanovea Malt Revision 2017 James Redle Building Products, Inc. Prngaheng Zhu Ronald I.Ogowa John Southard, P.E. 08262077 0=9=17 08262017 1010Q017 Approved Category: Panel Waft (909) 349-2927 PE-24121 (352) 367-2526 subcategory: Siding pings erhg.zh.Cidwrheshor Compuxwa Method: Eveluaton Report from a dWoom Florida P,"W W ArcT6ect or a Licensed Florida Professional Engineer F1a13192416 Product, 991lkAUUMM Automated for the, Aaamd.ac4a! lmod 21" 22" PromwtModN.NlnWxorName product Dalkon Contract E> In HIM C3ltakalBQfi RMWdm rmmm 1 Camp" LAP Siding floor -ow" lop slding 12/31=0 Yes Yes WA WA Florida Department of Business & Professional Regulation Pip l a, Building Codes and Standards ,1"Is Product Approval Application Detail B tillu i Scat EnM or gW 21b Dab p>mdoe am ha version lamlfaaax GRIM EadoerWl Yatdadmt Ydddad Nomad taDArrmml Aaadld lama Revision 2017 Janes Handle Butdkp Products. lee Plivals ng Zhu Ronakd 1. 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Won, PE 10232017 10/1a2017 I0AAW17 12/12FI017 Approved (7M 3854130p PE-62514 (717) 3174454 Revision 2017 POT hldusbNs category: Wtedows Dean Ruan MI --Wale BCCO - CER MIamFDade BCCO - VAL 12I052017 I V112017 (941) 4W0100 (766) $15-2590 1210&M17 Approved Revision 2017 Jams s Reldie auNdbmp Products, oc. Panel Wate Pkwhwv Zhu Ronald 1. Ogawa John Southard, P.E. 0825/2017 09109rM17 0628r2O17 (908) 340-2927 PE-24121 (352) 387-2526 I (VIM017 Approved Revision 2017 Jxaa HeNN Buildkq Products, ioc Cdaphry; panel Waft powhong Zhu Ronald I. Oaawa John Southard. P.E. O6/25=17 O&VIUM17 00/292017 10/10/2017 Approved (909) 3484927 PE-24121 (352) 367-2526 Subcategory: Mullore LeMNpsr®mWd.00m Subcategory: MURau druerkapptlnduWNsoan WbCeNpory: Siding Pirpal"..hu@)anwMx guM'.aYpay: Sldshp pkhpshanpshualmmshar C—PU— Magwd: Evaluation Report from a Cane wc@ Method: Unification Mark or Lteung Compliance ll , ; Evol aton ReportBum a dN.com CoshPencft elsthod: Evaluation Repot loom • dN,00m Florida RspNterad Architect or a LkMaod Florida Florida Registered ArdhBed we Mooned Fields FWAS R09WWW ArdJNd or a Uow*W Fk1Mo Probsslonel Engineer FLrV14N1 Prodmo Professional Enyinasr Professional Engineer asitulaazmdlmk ag 909MLASUMM AnxovM for We wed for the Cooked ExpirationDab InHIftlZ tLLMka.tDOli ImDesign Brldam Eaawea FU131gi.a6 ProduaN � magi Pritichad MmM. Neither or Name Approved for Use tin gnh m Product DoemlobwLoo In HVINZ Ou%MoHVHZ BrIWm Edam 1 Msons for AN Doom and Windows Aluminum Mullions 05262021 Yes Yas Yes WA iffi! Product Model- literate, orName Quality AssuranceAr ed for Use Apairoved lar Lake PnedaelOeecripllon gmdmMEaMlMangW 111211 9•. glalatlYtli Imam own Bob= PYWm mw gmdkArmors Approved for A 1ae IN" 2190 P dda gamdMEeolmgaaa atBIL 1>lRli haYgd Pnam 2 5754 Vertical Aluminum Mullion 12/31/2015 No Yes Yes WA 1 Campladt tap Siding flow -convert Np slding 12131=0 Yes Yes, WA WA 2 IlardhoPNnk Lop SMhhp Iloortswt lop Wdwv IM12020 Yes Ys WA WA Search rddb 22011 Dine vegan taemarmax Revision 2017 Aside Category: Pared Wallis subCMpory: So% Cotepearhse Matnod: Evaluation ROW from a Florida RopisMred Ardhbd W a Uoeasd Fulda PmNssorW Enpnsr FLOIGM4tl Products Product Model. Number oir ilhooks, kIe e. 6qud;2Tequot: Soak Florida Department of Business & Professional Regulation page / a1 Building Codes and Standards IMM16 Product Approval Application Detail Know a DW 21M Dds Portland 21M CaItYM Eool�iL:ar! YWtlWaffi YeaMd ighmtad ®gAalma( a®®od same Nick Thompson Lyndon P Sdmid, P.E. Ryan J. King. P.E. 10I0M17 101012017 10/112017 121IM017 Approved (330) 922-2389 PE43400 (813) 7676555 ntho mpwnkilabl0s.com gMdUAMUMU Approved for S,1u Approved for Wa MOM gales Product Descriptiongpg(g pdpp„Dole In INN2 outside, NVNZ aMaad Prsitars Vero or Solid Vinyl Soft 12/312020 No Yes No NIA I9,GWII2�2 Oa Dee vaakn IamiaWo[ Revision 2017 Abide C *.Wq: Papal Waft subcategory: Spate Compliance Wallkill: Evaluation Report born a Florida Registered ArWNd or a Licensed Florida Prpbasonl Engineer legs Product Model. Number or lams 2 b. 6puotAlow— T48owt; Some Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Digital Page/at II 1111=1e Enow or ova RON DOM PandiM Dale CadaM EmdarAliraat YsatlMdmt YaaWd iomaad RKAarard emg®md lama Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King. P.E. 10/04/2017 101032017 1 W112017 12112=17 Approved (330)922-2389 PE43409 (813)7676555 ntempwnaaislde.00m 9WWa.Aeeammm Aamatffitala! Approved for Use amain ONO E[educit.Qnrdda0 Contract Excitation In!lYtli outside gym f aWed Paum Volt or Solid Vinyl Sotf /2rJ12020 No Yes No WA E1a41211-M gda bragg Ymam IaatrAuc Revleion 2017 OAF Category: Roo" subcategory: Asplet Shingles Co1ThplNamce Method: Evolaatlon Report kom Florida Registered Minted or a Licensed Florida Probational Engllser au! Prodhwt Modal. Meader or Kama 1 OAF Asphalt Root Shingles Florida DepartTtant of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page l chi awls Emad.or lea gas DeaEfogoe gW CaoYM Eoo�r1License YatOadmt YYdmd aNkm m EXArlmml Aaatmmd Data Micheal SINK Robert NMrtsnen John W. KleaevkA. PE OW272017 0900/2017 Op2812017 12/122017 Approved (800) 7W3411 PE-59166 (954) T72-8224 mousbmpsl.- 9ua1MLAraare Amamrdarl4a Aoarmtdlg lJr Imorf glaw plock"I Description Cam Inllvlli oubm m BMIMrI Plsram Floarghse reinhrad 34ab, NmNated, 5Ub and 10202018 No Yes WA WA hWddpe aaphet shnps P1tli32111-11111 Ego Diu Ymeaa WeilalWLa[ Revision 2017 TAM(O SWNnp Products, Inc. Category: Room* subcategory: UndeMymend C.w4WI a Method: Ewhietlon Report ken Florida RalgWb-W Ardhtad or a Licensed Florida Probsebnal Eno~ a ami Produce Model. N tiontmr or Name 6 No. 15 UL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datall EdaLa Camam Erinatal,ama YstlOdlddm( K.m Eden Zachary R. Past lade Bowden (417) 624-0644 PE-74021 (334) 300-1000 keriLedsnalsil" coin Paps of II V6201s go 21& 20210M ladle II Yatldmd Nomad FBCAge®ml Au®md IIMW 1011WM17 10105M17 10/20M17 12/122017 Approved 911dMLAeamOie Mounted ,fair Jlr Approved far Use aloof glala pmdctoa slay B Contracte,oamim Dab k.lifirm OLOORNYtli Rnhg= P.1asm Aphid saturated organic fin 01A772019 Yes Yes WA WA Florida Department of Business & Professional Regulation Page lot I Building Codes and Standards 1ffim1s Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page lot I I/N2ols Florida Department of Business & Professional Regulation Pop, of I Building Codes and Standards ,nxJole Product Approval Application Detail Florida Department of Business & Professional Regulation Page, a 1 Building Codes and Standards train Product Approval Application Dstall FLOI"144l EM elmy or Galt 20 Dab Pending little R.MOO!!-R2 Cdt ElA W Galt gut Dab P"Wks DW e,lnll I-R2 EM EdMLa Io am 41LLPea s- Galt Fina9ia4u 22& FOtlaLat Oda gat ROLEMOR gins Diu vanillin Yaiaamix Cadam EumbELLUa Ydwddml Ytlaad NLdmtad ENC.Aa®d Aaamnad mini Dios vmmkn l ambsom cogged EodlLadllrkaa VANdOW By YM Wd AWMM d E09ARDM IM Aggmnd later Diu vmma Iaemalllow fond EtoaaaA.License Yaadmdmt Yddmdd Nomad Flgdss®al hRom d nags Dios YKWM onubl rm[ SmdaM Eodw[Alaaa vatdomm velkWa iNkmiod PBG.Moment ARNmnd aatla Revision 2017 L.V. 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(954) OW7548 PE-44167 (954) 772-8224 Cetepory: Shu6sn (561) 7124M PE-0046549 (954) 947-0ee tkn.robknonnfiggpl ad.mn aurhCa119oeY: ewm Panels miksbaaterrsrkenNuM CaapiWw Method: Evaluation Report from a n.cen, Plaids Registered Arched or a Uow ad Florida ProMalonst Engineer Pape 111I Iwo,; Get 20 1 GSM Yeaded mate fWLAN®m amlmrd Ales 10/202017 Ra-Appy 9ehLAelOaa A.>Medfor that Approved forJM kowd GelM 9WIM,AeIOMe AMaeadbLUM Ala Imma 2NIM viaduct D..cnlpecn g .Eioaon Deb In old" !lYHZ 17MWgDl P- AM! on Deb In HV Z QL"kio SUN= Proseens Comgead CAMdxed Steel Sloan penes ralakad 12/31/2019 No Yes Yes WA 1 22p &sing; 2490 Golvanind Steel Storm Parcels 2$p gimp: 24p Gatwmad Stet Slam Parcels 12rJ12p1g No Yes Yes WA or not by tracks to provide hurricane ptobctica Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pep 1 of, I/smis rmttlflt FdbLa 20 Gel! 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(847) 910.6473 (407) 681-1917 Cat.gay: Structural CarlponMN d.wlsaalpinaAw.cem SubCaboay: Teas Plante - P11 , Method: Evaluation Repoli from a Product Evaluedcn Early GMtlMAe Am®tdbLVE Associated aaUN IM20 22" Product Dolsorkstion S»A6 a IB!>Ylli 401111ILMIN aeYat Pleasure Ae.t Maur Connector Pleb 12/312022 Yes Yes WA WA 4 ITW aCC/Agare Wow Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 all ifilmis Florida Department of Business & Professional Regulation Building Coles and Standards Product Approval Application Detail Pep I of 1 1,e41018 Florida Department of Business & Professional Regulation Pop, of, Building Coles and Standards 116=1e Product Approval Application Detail PL=f 4ti Srdt Ed&or 292 219 DIM Pending Gist 1112197412 Cott EWbta 20 art Dab Pendma Gas PLs2tn4M SM EDblL9r gate Rill DolePamoa gam Imo IlaMn mwlla9am. 22am E,deallianre lhlmddIN Y11mdd awmdwld I=Apamul Approved antis iYM version IM,ldealo[ 290M EoaMerA.U� V ihbbda. yloemd sukd d F&CApamrsl ammnd Alms 111M Yard, meldl9ae[ Gmtlad EmhecA.I,W.e mmudgwa Ysud11a &Wm d EIGAa®ml Amused ales Revalon 2017 WTok IMusbes, Inc, David Merl ICC EvsluaBon Service, LLC ICC Evaluation Service, 10/19/2017 10119IM17 10,11=17 Approved Review 2017 latest IndusbMs. Inc. David Wert ICC Evaluation Santa, LLC ICC Evaluation Service, 10/1912017 10/19=17 1022/2017 Approved Revision 2017 Wrest Industries. arc David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 10/192017 10/192017 1042/2017 Approved C-togwr Structural Components (314) a51-7480 LLC. Category: Structural Components (314) 861-7490 LLC. Category: 8b,udural Components (314) 851-7480 LLC. euaCatepory: Taus Pl.lse dwerlQmll.com (208) 5904" SubC&%gM: True Place diverlarowcom (205) 599- a SupCsbgay: Truss Plstes dwar6roomen (205) 5949SO Cca,Orlsrrce Meticd: Erskution Report hen a Convolutes Method: Evaluation Report from a Matlsd: Evislusbod ROW from a Product Evaluation Early Ra21874M Proaeee Product Evaluation Entity f1121/74M Product Product Evaluation En* Fl121p#6 tiodueb iMt Product Model, NanMr«Nam 91MAmAW.M! ammrdto, Use Apamldfor U s Pam,Description 10-IlYlli ouakk WAU Immu 2elm 11elasM Pram m 120 Product Model. Npmba«Monte 9WMCAwoora ammrtdIle, Use Aaamtdto, SMe p () In HVNZ. 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Category: Bbuclurer Compoams SubC.bpry: Truee Pea dwrtamllmal (205) 599.9600 SubCobpory: Engineered Lumber Cowrie- Ward: Ev of stion Report Ban a Canplteae Method: Evaluation Report from a Product Evaluation Entity Product Evaluation Entity r umlu.aa Emd,rste R1e6274Y Produtb gYd kA1BOMa AOp ARRMIng Lum hold Germ AMA Piss. f Gas 1. film Olfthbfmm BM& M EnaMlrs Ae2 5 MT2DHS 20 ga. high stranger true r onnsob r pigs 01101=3 Yee Ya WA WA 1 secretion LVL ISKib Sdmds AM89LQ Ada Florida Department of Business & Professional Regulation Pep t of 1 Building Codes and Standards 1/e2018 Product Approval Application Detall rLili lies lindlis gate gam DowPaWIM 29& mm versa 1.2mdaeaa Sand EMMeLalle,e YamMdAV Y11mmd lwn d MAMMW AMrsntl &Mom Revision 2017 Waye heeuser Rob Baidwin ICC Evaluation Service. LLC Jaroes A. Rothman. PE. 00222017 0&202017 0710312017 Approved Category: Structural CarporaMs (253) 92*4476 (606) 539.1344 Subcategory: Engineered Lumber Rebad.Baid`wlaureyama ConVI a Mood: Evaluation Report from a 1uaa.oan Product Ev.luatten Emit GMIMLAWIme AlaedIs, Use Ands heed germ Aegl EMONLGeadlm fad I,lAftlZ 91Yms = RrWeM PlMmrs 4 TJ Rion Bard Structural Carewsdo Lumber or oriented Shand 03/312019 No Yes WA WA bard Ran Bard !1� Side 1111112 Yea dt0ldeFm. Rasillon 2017 Wtlyvaheeulsr Category: Shutlual Conponanb Subcategory: Erglneaed Lumber ConlplWce Method: Evolution Report alum a Product EvoNMsrl Entity Ptodum teatProduct Model, likoffiboor or Nam 5 Vft rh" a Rim Bard Florida Department of Business & Professional Regulation lip I o 1 Building Codes and Standards 115=14 Product Approval Application Datall l3ANti'tll Enft or Gam uric GaeEeOlm Gant 92911 Sa9ed EmmuLAAAJ va m AuimAld fa9AMOMM Anatomists to" im Yam, melded®[ Rob B.kbin ICC Evaluation Service, LLC Jags A. Rothman, PE. 082212017 06r20=17 07103/2017 Approved Revision 2017 Wayanhesuear (263) 924-6476 (608) 939-1344 netepury: Structural Compensnla Robert-Bodwin@veyerha aubCstegoll: Engineered Lumber Go -.am C..pN- M ail ": Evaluation Report from a Product Evaluation Entity flaltlT�t.PJ3dlsM 99MML621 a Assimilated for Use a,,-,,d far Use Imo1d ➢elm PndudGe ji tin Contract axnkvdm Dam In.IIvHz ➢WIda.um EeMre Ers tart Product Madet Nurnbw or stores Lambasted Verner Lumber 03/312019 No Yes WA WA 2 Paranoia PSL Florida Department of Business & Professional Regulation Pap 1 a I Building Codes and Standards 1MM18 Product Approval Application Detail lcrider or ga Gant DailyPeWiM Gant Conrad EnrdmalLlrae! Ydlmdmt 7IJImaYd aw mtlld PJ9.A9mmtal Amxmst! IN" Rob Baldwin ICC Evaluation Savioo, LLC J.mM A. Radial P.E. 06/22MI7 05I202017 07I03/2017 Approved (253) 924.6476 (1106) 839-1344 Robert.Baidwlna.wyama auser.o0m 90WAMAeIMnre agg®rdrn2M Aatariordfor Lim Imam 2elm P Controls Extilrodon 020 InIjVNZ OtaIdeHVHZ Qe1WM Pnetn OrNned Strand Bard Rion Board 031312019 NO Yee WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 Irmla Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail f1bN31A Sale EOYna Giro 20 ➢etPJWIM Gar FL917744W 920 Efdm.S mm Yam, reldmer Sr>mMd emMe.eAlxanre Y1medIDt yrdrd awam FOCAsasym Am®rsd AN" lint version ermdeligiz contact EmmanA.1Wo I Mai P-MM 2017 CAST-CRETE USA, trK Craig panics Mllo-osid. BCCO - CER MbmiDaee BCCO - VAL 11/142017 l(YIN 017 112112017 Approved Revision 2017 Commadal Concrete Producle,kic. Robert GOW THUY H. HUYNH John Hoy Category: Structural Components (813) 621a641 (TIM) 3/5.2590 Category: Shutum Components (e13) OW37o7 PE-60122 (352) 585-011 subcategory: Products Introduced es a Result of cPardaaastcate alum SubCWpary: Products Introduced es a Resu1 of posoissavotoolityll.ca, New Technology Now Technology Compliance Method: CarUnatbn Mark a LWNg Ceeylllera Method: Evaluation Report from a Florida Registered Archbd or a Licensed Florida ummaispmd.m Professional Engineer Afat Aeorsoved to, Use A,oLQrd.tLIM PM&EL20 ddm ki lAali GuMMa.HYHZ hYW 2nim BoMMM I - f111774#6 Producte Peet tit il&201a D2M 20 Deftlavorldinat Gem YaBdaMd A90mmd FSCAm®W Amid AN" 101142017 1011SM17 1012WO17 12/122017 Approved 1 O41W, Stranptll Concert Lbabls 4, 0, 6, and 12 MCA wise Mwls OWI1201e nee ra WA WA gmwmLa� Approved filar Dart lMe RU�IMRW Pleasure t Due* Recess or Corrarerotel Concrete Produce Precut and Prsabe.eed Concrete Lintels 05/26=4 No Yes WA WA matmsAd. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applkation Detail Ppta+ ,/srtd,a Saalad EOWcd[ Emlolailrgoe YIIdMd�t Get Yemamd 20 Dab PONUM AIMaa Fill A,,Ivd Gels Among Ales Stuart Lewis ICC Evaum or, Sarvlce, LLC Will- M. Railroad, PE D9n92017 090I 0921/2017 Approved (847)91&4473 seu4maMlataft n, (407)681.1917 RMRN Aelalam ARKOMm im AMMMLWJMe beet 21WM pnmhapmcdoom ,Do intAalid OLokb WAR Bulls M P- MewConactorplate 12A1rem Yes Yee WA WA Florida Department of Business & Professional Regulation Pep 1 a, Building Codes and Standards I/VAI8 Product Approval Application Detail 6 S9$ Kroft go 21M Dab PWKN M gag LM Version maggledM[ S90h" EowasnalMm Yaldo" Y1Wdd AWM*W I=Am®MI Am®fd ton& Revision 2017 Ml Industries. hc. David Vert ICC Evaluation Service, LLC ICC Evaluation Service, 10119r2017 10/192017 10112/2017 Approved Ceeagory: Structural Components (314) 661.7480 LLC. subcategory: Taw Pbbs dxadOwlcan (205) 599.6100 Co.*NM Mashed: Evaluation Repot from . Product Evaluation Entity lIa21874tl Nodesb Amt Product Model. Monkey onNarte PSI 9902AANdogaLRO 1. HVHZ gwma HvNZ fieilia PJfmae 4 VFW 20 go. huse conactO, pee 01101/2023 Yes Yee WA N/A search Qatar, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pep 10 1 +R1120I8 Florida rtmeM of Business &Professional Regulation Bulldog Codas and Standards Product Approval Application Detail Pep, a, 1P.,n01e Boom or Get Gum Dam Eemm Gant Gde » Get 21k Dam pumom Gant Sadel EmmeEivaem molbbdik ymed" alaMme FailARDMYY Am®Md Albs mm Yams meldepM[ SaMW E,MIaMciLme vudmmm YA A agAmAa E 4ANni m Amomd Bum Rob Begwln ICC Evaluation Service, LLC James A. RalMan, P.E. 011,722017 061202017 071032017 Approved Revision 2017 VYsyartueeul.r Rob Bsidwln ICC Evaluation Si nice, LLC James A. Rotllmm, P.E. 06222017 0&2012017 0710.712017 Approved (253) 9244470 (609) S39-1344 Category: Structural CarponerM (253) 924-4476 (600) $3961344 Robed-Bakswhaweterba aubCWpay: Elgassmd Lumber Ropenesodahaaarywho eueer.00m Compliance Mashed; Evaluation Report from a ewer. WM Product Evaluation Entity ftlla3�.Ped� gaaAM.aYlalOe Answered far Use A,,r,dfor U" Prodflctpaaedele 920kidAadoi eagim In hVM 2lea.11M host Qelm aaaaaal Pmmn Amt gualkaWOOe Assrovedloribso ARRMUU Llle PndudGudMMnr SseodE..k dM➢es In Hill oublealfim hod Germ aWAM pa Paraesl 6Mnd Lumber 03/3/2019 NO Yee WA WA 3 Tanbrsh m LSL Lamnatad Strain Lomber 03/31/2019 No Yes WA WA AettlL92Ek Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pate 1 d2 31ANAI19 f3 1291 Product Y Ma Model. Nurer Nam Gads - Entity in 2M1 gas Ode PenA«i Amy; 18 26 Ga Gu11PBR Iyyt Version Manufacturer Contact E-Inver & Lksitse Velideled Rr V9ttl91ad 11,Aun1Ltld FBC A lur el Aldin 19 26 Go GUIfPBR Rev191on 2017 Gulr C...I Supply & Menuled-.V, L LG Eno Cevld Den wl S Kom, Locke Bowden P E 10112R017 t0/10/21i 17 10/1 f/.'017 12/122017 Approved Category: Rooang (3121 498 0778 PE 75519 13341 300-1800 20 26 Ge. GuI1PBR subcategory. Metal Roving lnne(ylwntm ..Pnly crvn Compliance Method: Evaluation Rep.+n from a 21 26 Gee GutfRIb Flevioa Reg:lered A,chilecl w a Licensed Flonde Prof--1 Engine., 22 26 Go- GuIrRlb FLel teal-R3 Prolai 23 26 Ga-GuIfRib Quaint AtsurMx.a AOgrtned t«y3p AtWI0YM 14.LSLs2 ;moat D"11111 24 26 Ga. GulfRib at" Retluet Model, Nuill or Name Product Descdntlon Connect Expiration DMe Ig, {j gglalds)Iy}Ji Ra61uaM Prgedgrq 1 00323quor„ Alumlpum 5V Crimp Mn 0 0:52&qu0t'. 5 V Crimp Aluminum Roof Panel 04/12/2t)24 No 'foe NA ` N!N 25 29 Go. GullRlb me, 15/32&.gwt. PlY:vootl -t OR.SPr'.F 2 0032&quote Alunik,um Gulf Lek Mn (I 032&W d Auminum Gulf Lok 168qud, Wde 04/122024 No Ye•. N/A •N W 2% 29 Go GulfR1b Roof Panel over 151324qud, Plywwd -1 :G.UPeF 3 16qud 249. Gulf Snap 16qua. Calif 9nxp 24 Go t 76,y,d, w9de Roof Patrol 04/122024 a, Yes NM -NIX 131 OPS 27 29 Go. Gu11Rhb er 1 Vn.,Aq-d Ply.¢ 4 1Lada. 2lon Varsela 16q of V-.L0c 240165Cou1.Wde Rod Panel 04M22024 Vas Yin NIA .NW 28 29 Ga. GuIfI ovor 15/J2&quote Ptyw4od -13Y �P;1F 6 1&qvd. Vasa Lot 032&quo(, Alumni- 1&puot. V-LOc non 052&quo N-um over 04/11I?U24 Yet Yes N/A • 141AI 15/S2&quol. Plywood W1.OP)F 6 1 5&quni. 24ga. G. if Snap 15&qunt Gulf Snap 240. 16&quo1. Wide Roof ON122024 Ye. Yev N/A «laW Panel aver 160, &qud: Ply`NOOp 1.OPGF 10 Search Gltala ' 1 5&qua:24ga. Versa We 1.5aquct'. VorsaLoc min 24O& ga. 'Iqudwide Roul 04/12/2024 foe Yes /A. N Ohl/N Panel ov9r 15/32&Wo: Plywood -1215PKF Cod. Vonlon' 2017 8 26q11 24V1. McOaLa Mn 24 Gt 21qud, MeotL oc 16°.qud; wide Rod 04712f202a NO 'fee NIA i if 1AJ Application Type' ALL Panel over l5=&qud; Plyaond 108.tiP6F category: ALL 9 24 Ga. GOIf Lok Mn 24 Ga. out Lok 16&qud. Wide War 15/33&qua. 04/12/2024 No Yes N/A aM/,V 90.7P5F Application Status: ALL ply QualityAssonance Entity Contract Fx Ired: Y p ALL 10 24 Ga Cd1if $tam Mn 24 Cis (iixr Seam 166qup VAo.RWl Panty f14117/,`0:`4 NO V.a N/A -NlN9:SP�F Product ALL over 1.4 Wood Pw Ans over 15/i_& d PI d W y+'oo d for useDescriptioutside Approved for use outside HVhIZ: ALL 11 24 Ga Gull Seen, Mn 24 Oa. Gull Seam, 1 3/I&qu d.'a'naD Logic. 04/122024 tJo Ye. IJ/A «rl/N D.agn Reaeure: ALL 18&qua, sVWo Afoot Panel over 15/326qud Plywood 10tl :P:,F Dle T0: ALL 12 26 Ga 5V CAMP Mn 20 Ga 5V Crnip Roof Parity over 15132&quot 04/12/2024 Yes Y.c NIA •Iv/N a %yeoou 15/. RP^r 13 28 Go 5V Cnmp Mn, 26 Go 5V Crnnp over 1S13: &quol: Plywood 04/122024 No Yen NJA vNIN-111 PS/ 14 26G.. 5V Cnmp Mn 26 Ga, 5V Crimp Rod Panel over 1x4 Wood 04/12P(324 No 'roe WA I NIN Perkns over 15132&quot. Plywood 15fi.5P34 15 26Ga G3 IILA Mn 26 Ge Cut Lok 16&Wol Wid. Rod Pen. over 04/12/2024 Yes Y.s NIA *IIW 151321qud. Ply+;ood lei OPFr 1G 26 Ga G. If Lok Mn 260a 041 too 16&giol Woe ROd Panel over 04/122024 No Yev NIA N1N-r„5PSF 1,132 &qua Rywvfod 17 26Ce Gulfr'RR Mn26GO GLJf PBRRpor PWo1cvarl5/326qud. 04/12!;024 No Yos WA •NIN rlYroud -1547PSP Florida Department of Business & Professional Regulation Pago 2 ef2 Building Codes and Standards 312812010 Product Approval Application Detail oruanv Assurance Aeaoved for use Approved for use Impact owslon Product Description C artf Mn 26 Go GuIfPBR Rod Panel Over 104 Wood Exdr In Date act MI 0411212024 IO.IIYHZ Yes Dplslde HVHZ Yes BeelMlem N/A Pressure .N/N Purl ns over 15/37&quo', Plywood -151 7PSF Mn 26 Go GuIfPBR over 15/328q1,o1. Plywood 04/122024 Yes Yes N/A rN/N -1547PSF Mn 26 Go GulfPSR over lx4 Wood Purl- over 04/122024 No Yes N/A •N/N 15/32&qud, Plywood .151 7PSF Mn 26 Gs GulfRlb odor lx4 Wood Porn- wet 04/122024 No Yes N/A -NW 15/32&quo. Plywood 1 164 2RSF Mn 26 Gs. GulnRib over 15/32&quo(. Plywood 04/122024 No Yes N/A .N/N -1592PSF Mn 26 Ge. Gulmib over 1513281 Plywood 04/122024 Yes Yes N/A rN/A/ -1592PSF Mn 26 Go GulfRib over 1x4 Wood Purlms ovw 04)12/2024 Yes Yes N/A .N/N 15/32&quol. Plywood -164 2PSF Min 29 Ge. Gulmmb over 10 WOOD Pudins over 04/122024 No Yes N/A •N/A/ 15/32&quo. Plywood -123.5PSF Mn 29 Go GulfRib over 15f32&quot: Plywood 04/122024 No Yes N/A vN/A/ 1460PSF Mn 29 Go GVIrRlb over lx4 Wood Purlms over 04/122024 No Yes N/A •N/N 7/1641quo(: O S B 101 OPSF Mn 29 Go GulfRlb over 7/16&qua. O S R 04/1212024 No Yes N/A •N/N 1160PSF FLa: 11651 Product Manufacturer: At I. Subca.gory: ALL Compllana Method: ALL Product Model, Number of None: ALL Approved for use In HVHZ. ALL Impact Resistant: AIL Date From: ALL. N O Cn s` O c Q CU O -0 .CY) U O O U 0 _-0 ^' C O LL O ME V) a0 a)" N LO ^^ �m O C6 non V W O L- Q CIO O L CIO U cW G a Z Z Q ^J CL SHEET NO. PA 1.3 9 M-�