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Home My WebLink About6353 Cobble Bliss Sti 30'-0' TO GAR WALL PARTIAL FOUNDATION FLAN 6 ELEV. 11511 SCALE: 1/4'=1'-O' A L WORK SHALL COMPLY "TH pk AIL04G DES FLORIDA BUILDING CGDEI TIONAL ELECTRIC'- CODE D THE CITY OF ZE i4yRHILLS jut" RDINANCES,,�>r - a[l co v 4'-4' 5'-4' 11 5'-4' 11 4'-0' T-10' 6'-2' 01 3'-8' 3'-0' CONG. PAD H.B. ELEVATION M A A/C PAD W 0'-4' S3 S3 ■ ■ ■ ■ O ■ ■ ■ ■ ■ ■ ■ ■ I--- — — — — — — — I---- ----- --- — — --- t j --- -- ------ I-----------, o I z o RECESS SLAB o I o f o lid 11/2'x8' AT SGD o f In- Lu §111-1-11 Nu I S3 I I I I I i Dr 0 '-0' FI (ABSU ■ I I 31/2' MR (4' NOMINAL) CONC. S AB ON GRADE I W/ 64 WIA x WL4 MESH IN TOP IT 11/2' OF SLAB I I OR 4' FIBER MESH CONC. SLAB OVER POLY ■ VAPOR BARRIER ON COMPAC D AND TERMITE "` MATED GRANULAR FILL IS'-IO' 31'-2' ■ 2'_ , 3�_5, _ — — —— — — — — ------- — — — — — -----------E--— CONTROL JOINT f._:........_ ..... ......._.... ._.........._,1I ..—.._.._.. I I ' DEP LAY` I I I .............. ------- I e I I ■ I I I I I . .... \�.......... - INSTALL LINDE(a'sROUND I TALL °' i { ... PVCFOR ELECTRICAL L CTRICAL I WIRES r0 ISLAND CABINET -_.-__........._...._.._ __ ......_........................_..._... vi -- ......_..._...._.....-.._._.. �_.._.. ■ l. :' 22'-4 ' _ I ELECTRICAL ELECTRICAL ■ - a---------------. 1WX34 SHOVE I I ■ I � .PAN" I - I — __._._..._.... I - �............. --1 = I 6' 3' 2' 9' 20' I' - 3'-6'x3'-6' A/C PAD LOCATION (MIN. 3' ABOVE FINISHED GRADE) =a- CONTROL JOINT ■ I I :�::::::: ..:.;::_::------------ :::::............REF. I 1 DEEP I■ I I I s I I I I --------------: -------------------------- L ------- - I, - - ---- �, I I I �- I I I 4 ■ I I � I I I I■ I — `t t t r ' t t it t ; t is t .._. ........ . I ........... ...............1....... ...... — — — — — — — — DETEROL JO �. ■ �:, LAV ; , .. `PAN ��., � ..' :� _ � K ELEVATION I--- II I 1 ;r' N 8304 V oI-- I - ..._......._.._.._................, ,...f .. _._....-. ::._....................................................... 83 u' L--J 21_01 O FOOTING ONLY REa I To W/ OPT. GAS W.H. I <, 1 PIPE BOLLARD I . -- --. ■ I 15'-10, 14'-8' 13'-1' I _. 5'-Il' I_ zl I �I ILu I I ■ I INDICATES I - 45 VERT. KBAR IN MASONRY CELL FILLED SOLID W/ CONCRETE. VERT. WINF. SHALL BE HOOKED INTO BEAM ABOVE ! FTG. BELOW PROVIDE 25' MIN. LAP WHERE SPLICED t WIRE TOGETHER — — — — — — — — — — — — — — — �— —� �..,L..,.�... -------- 1'DEEP I 4'-4' A 83 ■ ■ CSS I ■ ■-------- d TFIE GON VDE LJOTNT-T 31'-4' 3' -0' I 13'-4' ■ I I0' I I NOTE: F I WIDE F I L----------------- ROVIDE 11/2' DEEP x 13' ECESS, AND EXTEND 6' BEYOND AT EA. END -- -- o --- — ----- I■ I I --Ja 01 _ ■ ELEVATION -W I In' FFF. E NO MORE I TOP OF RESHOLD. s u' I ELEVATION CAN E THAN 1-1/2' BELOU EGRESS DOOR T ■ ■ ■ ■ ■ ■ a ■ I L-N FIELD VERIFY. I ■ ■ ■ ■ J J S3 83 N ■ ■ ■ ■ ■ ■ L A 83 S3 1'-8' '-0' I6' 0' 0' ' 0' 8'-0. 2'-0' S'-4' 4' 9' 3'-10' 4'-9' 10 29'-4' 1' 4' 13'-4' 50'-0' FOUNDATION FLAN I SCALE: 1/4'=1'-0' — - -- - - SYM50LS BUILDING SECTION KEY (Section No. over Sheet No.) INTERIOR ELEVATION KEY (Elev. No. over Sheet No.) DETAIL KEY (Detail No. over Sheet No.) 0 WINDOW SCHEDULE KEY (SEE WINDOW SCHEDULE SHT. ) 0— STRUCTURAL NOTE O -- HOSE 5155 H.B. FOUNDATION NOTES: 1. SEE SHEET SN FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL 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 2000PSF 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 CONSTRUCTIOK ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. O FOOTING SCHEDULE O m< • SIZE, REINFORClWa DEPTH F1 2'-0' x 2'-0' (4) 45 EACH WAY 12' DEEP F2 2'-6' x 2'-6' (4) 45 EACH WAY iw DEEP �i;'«ram ��'r •��`�,¢' t G'>5''f:, .L :y $:.moo•. . DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineenng.com CA 25948 o 0 N Z L1J O j o� z o M a� WL^ aCe ZF"�aM o Q�¢ z �- W Z� Lu 0 o v- t� w_ 0!� mLu W Lu to —0 w v I CL \ Q C > to Lu Lu _ J p w m 0 Lu Lu z � Q LL, Cn m Q 0 Q O U�� U CV W U (y) M Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO 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 A TRUSS LAYOUT 1.01 REVISED REVI ED 01.25.19 1.02 BEARING WALL NOTE CLARIFICATION 02.07.19 1.03 USESIMPSON H10A ILO SP RT16A VERSION NIQ-,W /,U2 07.19 �a CD LuO Co J Z O LLl J W = U V) Ci' � >- 3: Q N = N N Lu w� _- }00 W -:)* �-* w* Z Q U = Uj LLi �� a- CLIL W ❑ ❑ SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 390444 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH ■ 00 r— V DIA. STD. STEEL PIPE FILLED SOLID W/ CONCRETE EMBEDED PIPE PROTECTED cl I W/ CATALYZED POLYURETHANE CONC. SLAB, SEE PLAN 7 CONC. FOOTING, SEE PLAN \ \ • \\. \� 6 MIL VAPOR BARRIER COMP. SOIL, SEE PLAN PIPE 50LLARD DETAIL SCALE: I/2'=1'-0' I I PEDROOM3 124' X 114' I � I A Q S3 � +248 / -21.0 PSF 14OMPH o I I ENTRY *EG SS +261 / -29.0 P8FI 145MPH r V-0' CL'G. s I I S ® 2 I @i � 1 1 1 Vol 1 2 0 3-4I 0 68 �)-14' WIDE - - FLAT SOFFIT 16'5Q x 36'H CMU I' 4' 1'-4- 5-4' 1'-4' 10'-8' 1'-4' COLUMN BASE 30'-0' 20'-0' TO GAR WALL PARTIAL FLOOR PLAN = EL V 11511 SCALE: 1/4'=1'-0' 5YM50L6 NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO NOTE: A.N. STAND DIMENSIONS ALL INTERIOR ANGLE GAS = 6' H. x 36' W. x 52' L. BUILDING SECTION KEY ALLOW FOR A.N. TO BE ALIGNED. WALLS ARE AT 45 DEG. ELEC. = 24' W. x 36' W. x N' L. (Section No. over Sheet No.) * * * * * INTERIOR ELEVATION KEY (Elev. No. over Sheet No.) DETAIL KEY (Detail No. over Sheet No.) O WINDOW SCHEDULE KEY (SEE WINDOW SCHEDULE SHT. ) C -- STRUCTURAL NOTE O -- HOSE BIBB H P3 WINDOW SCHEDULE MARK TYPE ROUGH OPENING HEAD HEIGHT CLEAR OPENING CLEAR OPENING S.F. SILL HEIGHT A 256H 38, X 63, 6'-8' 33312' WIDE X 2625' NIGH 589 SF. 1'-6' B 355H 54' x 63' 6'-8' 48312' WIDE X 1625' HIGH 881 SF. 1'-6' C 245H (TEMP) 38' x 51' 6'-8' 33312' WIDE X 2025' HIGH 48 SF. 2'-6' 1'-0' 5'-4' (SPAN OVER +241/ -26.4 PSF I 140MPH +242/ -26A PSF 14OMP14 2 OPENINGS) (11+26.1/-28APFII45 MPH � 2b.1 / -28.4 PSF 1145 MPH © © H$ S3 1 * EGIRESS D S3 '� 151-01 •x v e S3 � 15 8'40 CLG. ' (SIM. SEE NOTE FOR MORE INFo� GG 2'-0' -- ��E 2b68 0i r T N 50'-0' Y/ FLEX u I R r 12'7�xh4-0 ' I S ¢0 xCLG ' v 1 1 / IJI'-2' 8 -6` 8 9 14 -OIr l a) 1 , 8'-4' HEAD T. --- O.H.C. BEDROOM 4 ` 12'-0' x 124' 2668 6' 8'-0' CLG. HALLWAY zQ �7 O r� -, MIA- � 4 K PERIMETER OF DOOR %' / (4) SH. `� SHOWER/TUB HB. -�� S3 PIS BOLLARD lW/ METAL `" COMBO �* _ OPTION GAS W.H. ONLY) THRESHOLD Eli / � SEE DETAIL A/1 4 STEP,- ' 3b'x22' ATTIC I NOTE: WR SHALL BE ELEVATED FOY ACCESS MIN.18' ABOVE GARAGE FF. W/ OPTION GAS W.H. ONLY `� 9'-4`iCLG '+ � (SIM. W/OUT UPLIFT 4 SEE NOTE ti FOR xW.C.LAV. .' 53 0 A MOIRE INFO)% S3 $4R HB. +2�4 / -23 1 - - - c° - - - (SIM.) 3 GAR GARAGE D +23.1 � 58 4 5 304' x 204' 63 ' r' ',...;` 8 5' B . DR LINE OF GARAGE DOOR V-0' Cl-G. LINE OF GARAGE DOOR IN OPEN POSITION - - - - - - - - - IN OPEN POSITION I I I I I I I I I I I ENTRY- B=DROOM 3 K K K - IT-0, x11I-0 1 54 I S4 8'-0' CLG. 16'-0' x T-0' O.H. GARAGE DR I S'-0' x T- I ' O.H. GARAGE DR e 4 +214 / -238 PSF 14OMPH +23.1 / -25.8 PSF 1145MPH � e � � - *EGRESS +223 / -253 P5F 14OMPH +24.5 / -21.0 PSF I 14OMPH ® 2 / -21.1 PSF 145MPN E,4+242 +26.1 / -29.0 PSF 145MPW 2'-61 16'-0' 2'-0' 8'-0' '-0' Y-4' Y-01 6'-8' 29'-4' 2'-0' 10 5'-4' 1, 13'-4' 50'-01 0-f�qq il SCALE: 1/4'=1'-0' DliTiDISIO11 CONVENTION VERALL & EXTERIOR OPENING 1 • 'N'OM OUTSIDE OF BLOCK Illlllllllllllllllli;IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi 1 1 OUTSIDE FACE OF BLOCKNOMINAL 1 /-4" FRAME WALL 1 1 U.N.O. VERTICAL REIN ORC'9ENT IN C.M.U. SHEAR WALL W/ (I -NO.5 BAR IN GROUTED CELL TYPICAL UNA.t HOOK INTO TIE BEAM AT TOP 4 FOOTING: AT BOTTOM.) FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT TO BE FILLED UNLESS SHOWN ON THE PLAN) 8'-0' TOP OF MASONRY V-4' TOP OF MASONRY BEARING WALL 2X STUDS 9 16' O.C. W/ 1/2' GYP- (UNA. ON PLAN) 2X STUD W/ 1/2' GYP- (UN.O.ON PLAN) ��00� Pl1.�IN NOTES: I. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER FBC 1103). 3. *-DENOTES EGRESS WINDOW 4. GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE MANUFACTURER 5. EXTERIOR WINDOWS 4 DOORS SHALL BE LABELED WITH A PERMANENT LABEL, MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND PRODUCT, 6. LISTED WIND PK55UKS AT EACH OPENING ARE ALLOWABLE STRESS DESIGN PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE DIVIDED BY 010. 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ SOLID WOOD DOORS NOT LESS THAN 13/8' IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 13/8' THICK, OR 20-MINUTE FIRE -RATED DOORS. 8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MR NO.26GA SHEET STEEL, 1' MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE :STRUCTURAL. NOTES lO PROVIDE (1) ; 5 CONT. IN 6" P.G. LINTEL 4 (1) 0 5 IN 8" KO. BLOCK ABOVE, FILLED SOLID WITH GROUT. 0 PROVIDE 8' P.C. LINTEL 4 (9 5 IN 8' K.O. BLOCK ABOVE, FILLED SOLID W/ GROUT O3 PROVIDE (1) r 5 CONT. IN 8" P.C. LINTEL W/ 2" RECESS 4 (1) • 5 IN 8' KO. BLOCK ABOVE, FILLED SOLID WITH GROUT ® PROVIDE (1) 5 IN 8' P.C. LINTEL FILL SOLID W/ GROUT O5 (3) 2x4 COLUMN W/ 4-8d TOENAILS TOP 4 BOTTOM O (2) 2x8 SPK HEADER W/ BLOCKING. PROVIDE (U 2x6 JACK STUD 9 EA END OF HEADER O ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-8d TOENAILS TOP 4 BOTTOM OS (2) 2X8 SP'Fr1 BEAM W/ USP HTW20 6 COLUMN 4 LISP THD28-2 MASONRY HANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE TRUSS [�9 (2) 2X8 SPR BEAM W/ USP THD28-2 HANGER ® SIDE BEAM, USING 6-16D 4 6-10D NAILS, AND USP HTWYO a INTERIOR COLUMN 10 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP PAU44 e BASE, PROVIDE MR 6' EMBEDMENT INTO SIMP'SON SET-XP EPDXY OR EQUIV. FOR ANCHOR BOLTS NOTE: I. POWER BOX LINTEL (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4 REINFORCEMENT INFO AS INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR MORE INFO) ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND 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 THA1 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. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineenng.com CA 25948 O N Lu O O Z M k D a�Cell J� aw�� z Ia-°-art <�a o H H W WC> J O O W In uj W uj �0 w IL Q V) Q w V) WOW U m 0 d' W ,-: W Lu Z Q m -,o c O U�0 v N cz co LO W U M M � Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.12.17 1,00 6TH ED. (2017) FBC UPDATES 07.31.18 1.01 ELEV. A TRUSS LAYOUT REVISED 01.25.19 1.02 BEARING WALL NOTE CLARIFICATION 02.07.19 T1 RT1N H10A ILO 1.03 USE LISP A 6 VERSION NO 1.03 / 02 07.19 J , `a C= Cal to C=) CA- Lu O m J z O ..I Lu W 0 >Z.. 3 Cie 'a Lu W � _ � * Z �- w Q 11J = LL LLI to 0._ F- IL 'L fL W ❑ ❑ SHEET TITLE: FLOOR PLAN GENERAL NOTES & INFO SHEET INFORMATION: JOB NO.: 390444 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 2 1-1 i_. 7 1 7- - - I i I IIII 1 1 1, PI li i I I I I I - - 11 [ � I .I r- - - SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH SUS 8F8-0B 8F12-0B 8F16-0B 8F20—OB 8F24—OB 8F28—OB 8F32—OB 8F8-1B 81`12-113 8F16-1B 8F20-1B 8F24-1B 81`28-113 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 (7) 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547(36) 7342(19) 8733(19) 10127(19) 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) 6036(19) 7181(19) 8328 (2o) 6'-6" (78") PRECAST 908 1238 2177 3480 1 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37)1 8825 (14) 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467(44) 6472 (15) 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705(37) 6390 (42) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(3B) 4754 (45) 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 1 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 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 1 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 1 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U—LINTELS �G3Ci SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6—OB 8RF10—OB 8RF14—OB 8RF18—OB 8RF22—OB 8RF26—OB 8RF30—OB 8RF6-1 B 8RF10-1 B 8RF14-1 B 8RF18-1 B 8RF22-1 B 8RF26-1 B 8RF30-1 B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060(34) 7917(19) 9311(19) 5-10" (70") PRECAST 810 859 1653 1 1600 2124 2649 3174 3700 1113 2342 4242 6639 (lo) 8060(39) 7402(19) 8706 (19) 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893(32) 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 1 2459 3776 5743 8998(19) 10893(48) 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 5 66 999 1568 1 2253 3129 1 4150 1 5891(47) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ENGINEERING SPECIFICATIDNS PRODUCT DESCRIPTION SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS 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" PRECAST w/ 2" RECESS DOOR U—LINTELS SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU 4'-4" (52") PRECAST 758 757 1164 4'-6" (54") PRECAST 694 693 1073 5'-8" (68") PRECAST 408 407 655 5'-10" (70") PRECAST 382 381 616 6'-8" (80") PRECAST 595 788 464 7'-6" (90") PRECAST 509 674 363 9'-8" (116") PRECAST 370 490 214 High strength precast concrete lintels designed to be unfilled or filled to ford a composite reinforced bears using concrete masonry units. GENERAL NOTES 7, Cast -in -place concrete may be provided in composite lintel in lieu of 1. Provide full mortar head and bed joints. concrete masonry units, 2. Shore filled lintels as required, 8. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 3, Installation of lintel dust comply with architectural 9. The exterior surface of lintels installed in exterior concrete masonry walls and/or structural drawings. shall have a coating of stucco applied in accordance with ASTM C926 4, U-Lintels are manufactured with 5-1/2 inch long notches at or other approved coating, ends to accomodate vertical cell reinforcing and grouting, 10. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal 5, Reference the CAST-CRETE Load Deflection Graph (lateral) loads should be checked for the combined loading with the Brochure for lintel deflection information, f ollowing equation: 6. Bottom field added rebar to be located at the bottom Applied vertical load +Applied horizontal load 1.0 of lintel cavity, Safe vertical load Safe horizontal load - SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS < Ga�0 0L�r SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 3'-6" (42") PRECAST 1569 2655 3524 4394 5263 6132 7001 1569 2655 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 1363 2305 3060 3815 4570 5325 6079 1363 2305 3060 3815 4570 5325 6079 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 1207 2040 2707 3375 4043 4711 5379 5'-4" (64") PRECAST 1016 1715(11) 2276 (4) 2838 3399 3961 4522 1016 1715 2276 2838 3399 3961 4522 5-10" (70") PRECAST 909 1567(1s) 208013 2593 (9) 3107 (s) 3620 4) 4133 (3) 929 1567 2080 2593 3107 3620 4133 6'-6" (78") PRECAST 835 (12) 1407(26) 1868(21) 2329 18 2790(16) 3251(14) 3712(12) 835 1407 1 1868 2329 2790 3251 3712 7'-6" (90") PRECAST 727 (23) 1065(26) 1624(31 2025 2a 2426(26) 2827(25) 3228 (24 727 1224 1624 2025 2426 2827 3228 9'-4" (112") PRECAST 591 708 (25) 1136 34) 1474 34 1815(34) 2157(34) 2500 (34 591 862 1318 1643 1969 2294 2619 10'-6" (126") PRECAST 530 575 24 916 (33) 1188 (33)1 1461(33) 1736(33) 2011(33 530 1 695 1180 (8) 1472 (4) 1763 2 2055 2346 11'-4" (136") PRECAST 474 504 (23) 800 (32) 1037 (32) 1274(32) 1513(32) 1753 32 494 607 1042(1o) 1372 (11) 1643 (8) 1915 (6) 2187 (5) 12'-0" (144") PRECAST 470 (9) 458 (23) 724 p) 938 (32) 1153(32) 1369(32) 1585 (32) 470 550 940 (lo) 1302 15 1560(13) 1818(11) 2075 to 13'-4" (160") PRECAST 418 (15) 386 (22) 607 (3o) 785 3o) 964 (30) 1143 (31) 1323 (31 428 460 780 (9) 1159 21 1418(2o) 1653(19) 1887(17) 14'-0" (168") PRECAST 384 (15) 358 (21) 560 (29 724 (3o) 889 (3o) 1054 (3o) 1220 (3o) 410 425 717 (9) 1063 (21) 1358p) 1582(22) 1807(21) 14'-8" (176") PRESTRESSED 239 334 (21) 520 29) 672 (29) 825 (29) 978 (29) 1131 30 246 395 663 9 980 (2o) 1303(26) 1518 (25)1 1734 24 15'-4" (184") PRESTRESSED 224 313 20 486 (28) 627 (29) 769 (29) 911 (29) 1054(29) 230 368 616 9 908 (2o) 1240(2s) 1460(27) 1668(26) 17'-4" (208") PRESTRESSED 187 1 263 (19) 405 (26) 521 2 638 (2D 756 (27) 873 (27) 192 1 306 506 (8) 740 (111) 1005(2n 1271(31) 1473 (31) 19'-4" (232") PRESTRESSED 162 229 (17) 348 (25) 447 25 547 (25) 647 (25) 747 (25) 166 263 429 8 623 (18) 841 (26) 1059(3o) 1227 3o 21'-4" (256") PRESTRESSED 142 204 1s 307 23 393 (23) 480 (23) 568 (24) 655 24 142 232 373 (1 537 (17) 721 (25) 905 (29) 1048 29 22'-0" (264") PRESTRESSED 137 197 (15) 295 (22) 379 23 462 23 546 (23) 630 23) 137 223 358 513 (17) 688 24) 863 (2s) 999 a 24'-0" (288") PRESTRESSED 124 179 (14) 267 (21 342 (21) 416 (21) 492 21) 567 22 124 202 1 319 Q)l 455 16 606 (23) 757 (27) 876 27 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U—LINTELS §E-�059ug 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 126918 1797 2326 5 2854 2 3382 3911 675 1269 1797 2326 2854 3382 3911 5'-10" (70") PRECAST 655 120718 174611 2259 2773 5 3286 3 2799 1 655 1233 1746 2259 2773 3286 2799 6'-8" (80") PRECAST 570 929 (1s) 1530(22) 1980 19 2429(ls) 2879(15) 3329 (14) 570 1080 1530 1980 2429 2879 3329 7'-6" (90") PRECAST 506 742 (1s) 1364(3o) 1765 (27) 2166(25) 2567(24) 2968(23) 506 898 1364 1765 2166 2567 2968 9'-8" (116") PRECAST 395 468(15) 884(32) 1222(33) 1540(34) 1859(34) 2180(34) 395 560 1072 1386 1701 2016 2331 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. LINTEL SCHEDULE NOTEI QUALITY PRECAST LINTEL IS AN ALTERNATE OPTION, REFER TO SHEET LINTEL 22 FOR LOAD TABLES. oo° OR w D ..o. '• i e" CASTCRETE 8F8-0B/1T POWERBOX 8x8-0B/1T B B e 4 '— e 4 e�D OR e�D U-16 • e'. e O O d . CASTCRETE 8F16—OB/1T POWERBOX 8x16-0B/1T E E e d 0. e d D 0 OR 4 0 o ° a . D • e a' CASTCRETE 8F16-1B/1T POWERBOX 8x16-1B/1T F F e 4 4O° e 4 �O° D 0 e D e 0 e 4 '4 ° e 4 ° D 0 e 4 0 e o ° OR .o D a e D n e O p"o.. .41 e' CASTCRETE 8RF30-1B/1T POWERBOX 8x30-1B/1T G G _'40- OR eo° D n e D n e O_ _p A i e' O. CASTCRETE 8RF14-1B/1T POWERBOX 804-113/1T H H MATERIALS • Concrete masonry units (CMU) per ASTM C90 with minimum net • Vc 8' precast lintels = 4000 psi area compressive strenght = 1900 psi • f'c 8' prestressed, 6' and 12' precast lintels = 6000 psi Rebar per ASTM A615 Grade 60 • Pc 4' precast lintels = 3000 psi Prestressing strand per ASTM A416 Grade 270 low relaxation • Grout per ASTM C476 f'g = 3000 psi w/ maximum 7/32 inch wire per ASTM A510 3/8 inch aggregate and 8 to 11 inch slump. Mortar per ASTM C270 Type M or S SAFE LOAD TABLE NOTES 1, All values based on minimum 4 inch nominal bearing, 8, For composite lintel heights not shown, use safe load from Exception; Safe loads for unfilled lintels 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, Saf e loads based on Grade 40 or Grade 60 f field rebar, 11. All saf e loads based on simply supported span, 5, Additional lateral load capacity can be obtained by the 12, The number in the parenthesis indicates the percent reduction designer by providing additional reinforced masonry above for grade 40 field added rebar, the precast lintel. Example: 7'-6' lintel Type 8F32-1B safe gravity load = 6472 (15) 6, One #7 rebar may be substituted f or two #5 rebars in 8' lintels only, w/ 157 reduction * 6472 (,85) = 5501 plf 7, The designer may evalute concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support, O 0 F (SPAN OVER 2 OPENINGS) F F (SPAN OVER 2 OPENINGS) FW08'x12'xl/2' MINIMUM BEARING PLATES 01 O WOOD SHORE (2-2x4 COLU BLOCK SHORE O MINIMUM) O IT IS RECOMMENDED TO SHORE LINTEL IN THE MIDDLE OF SPANS GREATER THAN 8'-0' AND LESS THAN 15'-0'• ON SPANS GREATER THAN 16'-0' PLACE SHORING AT 84' CENTERS, MAKE SURE SHORING IS SQUARE TO LINTEL AND SECURE. MAKE SURE SHORING SUPPORTS THE ENTIRE WIDTH OF THE BOTTOM OF THE LINTEL. POWERBOX8 LINTEL SHORING DETAILS SCALE: NTS TOP OF BLOCK @ +8'-0" A,F,F, (UNLESS NOTED ❑THERWISE) 9'-4" � r-4 'LEV. "A" ELEV. "A" PAO In We'l B E ELEV. "A" ONLY NOTE: THE LINTEL PLAN PROVIDED HEREIN BY DANSCO ENGINEERING, LLC, IS INTENDED TO BE USED FOR STRUCTURAL INFORMATION ONLY. UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLAN OUR CALCULATIONS ASSUME A 16" (NOM.) DEPTH BETWEEN THE TOP OF THE TIE BEAM AND BOTTOM OF THE LINTEL. THE NUMBER OF COURSES OF MASONRY PLACED BETWEEN THE LINTEL AND TIE BEAM IS FOR THE LOCATION OF THE TOP OF OPENING ONLY AND IS BASED ON THE ELEVATION PLAN. IN THE EVENT OF A DISCREPANCY THE ELEVATION PLAN SHALL TAKE PRECEDENCE. WE ARE NOT RESPONSIBLE FOR LINTELS PLACED AT THE INCORRECT HEIGHT. 0 0 6' y DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 o CD N Z L`I ON^ 0 Z QV) Cell CL LL L11 Z H-a�aM < 00 zi—ii� W W� 0 W LU W Lid V ^p ci Q Q C > V) V) LU W — J � 0 -C) m W a: W Cn z Q w m Q Q O U0� v N w U M M %O Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.12.17 1.00 6TH ED. (017) FBC UPDATES 07.31.18 1.01 ELEV. A TRUSS LAYOUT REVISED 01.25.19 1.02 BEARING WALL NOTE CLARIFICATION 02,07.19 1.03 USE SIMPSON HIOA ILO P RT1 6A VERSIQNfi1'O:'1.007.19 f �S a T= M � w d Co Z �` J O UJ W 0 } 3: QN =N NNI. W wM =10 200 W 7)* �* w* Z_ aw HLL; =LL! t9 W ❑ ❑ SHEET TITLE: LINTEL PLAN SHEET INFORMATION: JOB NO.: 390444 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 29 01, SL 00 1� i�I,;,,u.i L ,.. i I 1LI1I I LI --�- GENERAL NOTES: LICODES U FLORIDA BIILDMG CODE bth EDITION, 2011 WSIDWIAL SE9106 R4022 t RbOb. 12 FLORIDA BUILDW CODE, bth EDITION, 2011 BUILDMG, SECTIONS W12 4 2101. 13 NCs Q UI (ACI 318-14). BUILD CODE RE F�1'1F14TS FOR r�EINFORCED CONCRETE L4 5ULDWG CODE WOUR020 mG SPECIHCATION FOR MAvM STt21JCflJTiES (ACI 530.0 t ACI WJ-13) 15 AMERICAN SOCIETY OF CIVIL EhYsRiM MNR11M DESW LOADS FOR BUILDWGS AND OM STRUC1M (ASCE 1-10). 21 CONCWM- 2J CC 4CWT COMMESSNE STRENGTH AT 28 DAYS: 21J FFIE-CAST U ST*VARD REINFORCEMENT-4000 P61 MW. 212 PRE -CAST I&PRESTRE66 REPFORCEI` T-b000 PSI 213 GROUT PER ASTM C41b - 30M PSI UV MAX 30 AGGFSGATE, V TO II' SUMP. 22 REPFORCWG BARS: 21.1 STEEL PLACED N PRECAST LNIEL AT TINE OF FABWCATION ASTM Ab5 (GRADE 60) 222 STEEL N LNTEL AND *10000Uf BLOCK (PLACED N PIELD) ASTM A66 (GRADE 40). 23 MSTM66 STRANDS ASTM A41b 1-I11IFE, 6TRESS KI EVER 210 KSI 2.4 DETAIL MW1ORCEI`9IT N ACCORDANCE WITH ACI 35, 25 CO MTWG OPERATIONS SHALL CMPLY WRH ACI STAIDAFVS. 2b P45 IUIRE PER ASTM Aft 3)K4WWr: 3J CONCRETE MASONRY WITS (CIV SWILL CO3FORTI TO ASTM C-W, NOfd1AL WEW WTTN MNM I NET AREA CLMESSIVE STRENGTH 200AR% 32 MORTAR WALL CONFM TO ASTM C-210 TYPE TT OR V 33 RILL MORTAR JONIS ARE walim 3.4 MNMJM AGGIEGATE 28-DAY 001121ES61VE STFO GTN OF aU AND MORTAR SHAD. NOT BE LESS THAN F'M = 2000 PSL MASONRY STFMTH SHALL BE ESTA13L.IM BY TEE 1NIT 6TFMTH MEM' OR, ALTER14A11YELY, BY THE PRISM TEST METHOD' tM;E USM MaIIR1ma WAVE NOT BO MET. 4) STOCtIRN.: 41 SAFE LOAD VALUES ARE BASED ON LNTELS HAVING A BEARMG OF V (WITH A MNMM ACCEPTABLE BEARMG OF 4' FE2 FLORIDA BUILMWG CODE bTH EDITION, 20n WSIPKIAL, SECTION WM0 OR FLORIDA BUILDMG CODE bTH EDITION, 20n BUILDNG, SECTION 2104J 42 SAFE LOAD VALIES BASED ON RATIONAL DE51Gd4 ANALYSIS PER ACI 315 AND ACI530 43 DESIGNER MAY EVALUATE CatDITRATED LOADS FROM TEE SAFE LOAD TABLES BY CALCULATWG MAXMM FOWNG MOMENT AND SEAR AT d DISTANCE MAY PROM TEE FACE OF THE SUPPORT. 4.4 FOR LNTEI- LENGTH AT V-V OR GREATER VERTICAL CELL FILLED SOLID WITH GROUT AND MKHH OW (D +5 VERTICAL DEBAR IS IiMIRED AT EACH END OF THE LM 45 LNTELS TWAT ARE GREATER THAN 14'-V CLEAR SPAN MIST BE PROVIDE) TEMPORARY SUPPORT, NOT BE REMOVED UNnL 2 DAYS AFTER GROUT PLALEISC SAFE LATERAL LOADS PLF 8 x 8 LINTELS LENGTH TYPE P LAIN SOLID DET. A DET. B 2' - 10" Precast 1105 2103 3- 6" Precast 689 1310 4' - 0" Precast 514 977 4'- 6" Precast 398 757 4' - 8" Precast 810 2459 5' - 4" Precast 430 836 5'- 10" Precast 356 690 6' - 6" Precast 410 818 T- 6" Precast 303 606 7' - 8" Precast 392 1100 8'- 0" Precast 363 1037 8' - 4" Precast 318 981 8' - 6" Precast 234 467 9'- 4" Precast 192 384 10'- 6" Precast 151 301 11' - 4" Precast 132 417 12'-0" Precast 111 370 12' - 6" Precast 98 544 13- 4" Precast 82 298 14' - 0" Precast 71 322 14' - 8" Prestressed N.R. 283 15' - 4" Prestressed N.R. 252 17' - 4" Prestressed N.R. 183 19' - 4" Prestressed N.R. 167 20'- 0" Prestressed N.R. 167 21' - 4" Prestressed N.R. 129 22' - 0" Prestressed N.R. 120 24'- 0" Prestressed N. R. 96 N.R. = NOT RECOMMENDED QUALITY PRECAST LOAD TABLES GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOT O BOTTOM BARS R S GRAVITY UPLIFT PLAIN (0)#6L (1)#SU (1)#bL (1)#6U 0 #6L 1 #6U (1)#6L (1)#6U (1)#6L (2)#6U A B DET. A DET. B DET. C DET. B& C DET. D 2' - 10" 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 F- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 931 1247 1319 1301 1301 5'- 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 817 1024 1161 1151 1151 6'- 6" 5'-2" Precast 2 - #2 2 - #4 NONE 692 1139 1139 968 968 T - 6" 6' - 2" Precast 2 - #2 2 - #4 NONE 570 938 938 716 807 T- 8" 6' - 4" Precast (2) D4.5 Wre 2 - #4 NONE 619 1130 1130 1115 1115 8' - 0" 6'- 8" Precast (2) D4.5 Wre 2 - #4 NONE 581 1062 1062 1048 1048 8'- 4" T - 0" Precast (2) D4.5 Wre 2 - #4 NONE 548 1001 1001 979 979 8' - 6" T- 2" Precast 2 - #2 2 - #4 NONE 483 777 720 552 692 9' - 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 428 633 639 454 618 10'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 368 487 1 550 356 538 l l' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 330 544 544 430 507 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 308 507 507 383 475 12'- 6" 1 l' - 2" Precast 2 - #3 2 - #5 NONE 312 570 570 391 570 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 270 433 414 308 416 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 254 388 390 279 376 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE N.R. N.R. 470 298 393 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'- F 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 1 215 24'- 0" 1 22' - 8" Prestressed 2 - #4 2-#5 NONE N.R. N.R. 149 124 1 179 N.R. = NOT RECOMMENDED GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#SL (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" l' - 6" Precast 1 2 - #2 2 - #2 NONE 1 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 T - 6" 6' - 2" Precast 2 - #2 2 - #4 NONE 3314 3408 1181 3336 7' - 8" 6' - 4" Precast (2) D4.5 Wre 2 - #4 NONE 4456 4456 3785 4427 8' - 0" 6- 8" Precast (2) D4.5 Wire 2 - #4 NONE 1 4047 4047 3443 4021 8'- 4" 7' - 0" Precast (2) D4.5 Wire 2 - #4 NONE 3706 3706 3144 3683 8'- 6" T- 2" Precast 2 - #2 2 - #4 NONE 2584 2700 920 2602 9'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 2204 2298 767 2151 10'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 1767 1897 612 1696 11' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 1742 1742 530 1456 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 1596 1596 476 1300 12' - 6" 11' - 2" Precast 2 - #3 2 - #5 NONE 1775 1775 1279 1775 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 1365 1365 393 1057 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 1272 1272 360 961 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE 1272 1893 506 994 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 1724 464 915 17' - 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N.R. 1330 365 720 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1054 348 686 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 1008 1008 573 1048 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 853 308 605 22' - 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 798 290 573 24'- 0" 22' - 8" Prestressed 2 - #4 2 - #5 NONE N. R. 659 i 245 1 483 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 24" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A I 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 T- 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 Wre 2 - #4 NONE 5430 5524 4236 5756 8'- 4" 7' - 0" Precast (2) D4.5 Wre 2 - #4 NONE 4961 4979 3869 5178 8' - 6" 7' - 2" Precast 2 - #2 2 - #4 NONE 3471 3702 1139 3236 9'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 2841 3081 948 2675 10'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 2540 2797 755 2108 1l' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 2252 2252 653 1809 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 2048 2048 587 1615 12'- 6" 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" 19 - 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)#SL (1}#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A I B DET. DA DET. DB DET. DC DIET. DB & DC DET. DF 3' - 8" 2'-4" 2' - 0" Precast 2 - #2 2 - #2 NONE 848 852 1195 1224 1224 4'- 0" 1 2'- 8" 2'- 4" 1 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 Wre 2 - #3 NONE 1091 1278 1278 1090 1090 5'- 8" 4' - 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 564 703 694 678 678 5'- 10" 4'- 6" 4' - 2" Precast 2 - #2 2 - #3 NONE 542 659 668 654 654 6' - 8" 5'-4" 5'- 0" Precast 2 - #2 2 - #4 NONE 446 680 668 530 530 7'- 0" 5'- 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 419 639 668 478 500 7' - 6" 6'-2" 5'- 10" Precast 2 - #2 2 - #4 NONE 384 585 668 414 461 7' - 8" 6' - 4" 6' - 0" Precast (2) D4.5 Wre 2 - #4 NONE 494 627 627 485 532 9'- 8" 1 8'- 4" 1 & - 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) D4.5 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 1 3077 6225 6' - 8" 5'-4" 5--0" Precast 2 - #2 2 - #4 NONE 3798 5096 2320 4485 7' - 0" 5'- 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 4505 4538 2094 4034 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 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. E DET. F DET. E& F DET. G 2'- 10" 1' - 6" Precast 2 - #2 2 - #2 NONE 2615 10000 10000 10000 3' - 6" 2' - 2" Precast 2 - #2 2 - #2 NONE 1609 6039 6093 10000 4' - 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 1186 4362 4416 10000 4'- 6" 3-2" Precast 2 - #2 2 - #2 NONE 907 3408 3463 10000 4'- 8" 3'- 4" Precast (2) D4.5 Wire 2 - #3 NONE 4683 5137 5717 5717 5'- 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 2135 2569 2547 2547 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 Wre 2 - #4 NONE 1792 1792 1862 1897 8'- 4" 1 7- 0" Precast (2) D4.5 Wre 2 - #4 NONE 1679 1679 1699 1776 8'- 6" 7'- 2" Precast 2 - #2 2 - #4 NONE 1352 1352 1014 1249 9' - 4" 9-0" Precast 2 - #2 2 - #4 NONE 1110 1114 835 1103 10' - 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 858 949 654 949 I T- 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 903 903 787 878 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 838 838 699 818 12' - 6" 11' - 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 16- 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 916 453 603 17' - 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 702 356 524 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 553 340 438 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 607 607 317 601 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 443 277 392 22' - 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 414 260 380 24'- 0" 22' - 8" Prestressed 2 - #4 -F- 2 - #5 NONE N. R. 339 217 345 N.R. = NOT RECOMMENDED GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. S DET. T DET. S& T DET. U 2'- 10" 1' - 6" Precast 2 - #2 2 - #2 NONE 9916* 10000* 1 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 T- 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" 7- 0" Precast (2) D4.5 Wire 2 - #4 NONE 5892 7113 4594 7410 8'- 6" T- 2" Precast 2 - #2 2 - #4 NONE 4159 5073 1357 2615 9'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 3405 4099 1129 2164 10'- 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 2645 3222 899 1710 1l' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 2868 2868 777 1470 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 2586 2586 698 1314 12'- 6" 1 l' - 2" Precast 2 - #3 2 - #5 NONE 2796 2796 1875 2857 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 2157 2796 575 1071 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 1988 1950 526 975 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE N. R. 2871 746 1474 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2616 684 1353 17' - 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2023 587 1161 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1607 513 1015 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 1538 1538 830 1511 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1168 454 896 22' - 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 1222 428 847 24'- 0" 22' 8" Prestressed 2 - #4 2 - #5 NONE N.R. 1014 360 714 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DJ DET. DK DET. DJ & DK DET. DL 3'- 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 1152 3342 3386 3386 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 945 2817 2861 2861 4'- 2" 2'- 10" 2' - 6" Precast (2) D4.5 Wire 2 - #3 NONE 2681 4259 3838 1 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 T- 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" 1 6'- 4" 6' 0" Precast (2) D4.5 Wre 2 - #4 NONE 1 1346 1346 1 1225 1253 9'- 8" 1 8'- 4" 8' - 0" Precast 1 2 - #2 2 - #4 NONE 1 805 782 1 597 771 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#SL (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 5'- 8" 5'- 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 4576 7895 2838 6847 7' - 0" 6- 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 3192 1301 2982 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 16" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U 0 #5L1 #5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. H DET. J DET. H& J DET. K 2'- 10" 1' - 6" Precast 2 - #2 2 - #2 NONE 1 4896* 6467* 4896* 4896* 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 3114 8164 4439 8164* 4' - 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 2305 8020 3322 8987 4' - 6" 3-2" Precast 2 - #2 2 - #2 NONE 1770 5743 2582 6353 4' - 8" 3'- 4" Precast (2) D4.5 Wire 2 - #3 NONE 6614 10000 9053 10000 5' - 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3478 4460 1806 4275 5'- 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 2863 3693 1499 3577 6'- 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 3227 3227 1201 2939 T- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 2498 2498 900 2322 T- 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 3071 3071 2916 3049 8'- 0" 6'- 8" Precast (2) D4.5 Wre 2 - #4 NONE 2831 2831 2651 2811 8'- 4" 7' - 0" Precast (2) D4.5 Wre 2 - #4 NONE 2625 2625 2421 2607 8'- 6" 7- 2" Precast 2 - #2 2 - #4 NONE 1946 1934 703 1922 9' - 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 1593 1674 586 1628 10'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 1329 1407 468 1285 1 l' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 1312 1312 406 1104 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 1210 1 1210 366 986 12' - 6" I T- 2" Precast 2 - #3 2 - #5 NONE 1354 1354 981 1354 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 1045 1045 303 802 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 978 978 278 730 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE 978 1418 422 830 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 1290 387 760 17' - 4" 16' - 0" Prestressed 2 -#3 2 - #5 NONE N. R. 1 952 326 641 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 751 266 523 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 961 961 446 872 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 678 219 431 22' - 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 634 226 445 24'- 0" 22' - 8" Prestressed 2 - #4 2 - #5 NONE N. R. 522 174 341 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 32" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. V DET. W DET. V& W DET. Y 2'- 10" 1' - 6" Precast 1 2 - #2 2 - #2 NONE 1 10000* 10000* 10000* 10000* 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 7531* 10000* 8792* 8700* 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 5587* 8751* 7490* 7190* 4'- 6" 3'-2" Precast 2 - #2 2 - #2 NONE 4300* 7565* 5849* 5849* - 4' 8" - 3' 4" Precast 2 D4.5 Wire () - 3 2 # NONE 8194 8194 81 94 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 7' - 8" 6'- 4" Precast (2) D4.5 Wre 2 - #4 NONE 5473 9564 6402 10000 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 4978 8706 5824 10000 8'- 4" 7- 0" Precast (2) D4.5 Wire 2 - #4 NONE 4546 7957 5320 10000 8'- 6" 7- 2" Precast 2 - #2 2 - #4 NONE 3209 6742 1576 3044 9'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 2621 5257 1310 2519 TO'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 2028 4007 1042 1989 1l' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 3630 3552 1 872 1710 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 3191 3171 783 1476 12'- 6" 1 l' - 2" Precast 2 - #3 2 - #5 NONE 2919 3369 2174 3572 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 2535 2605 645 1203 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 2279 2389 609 1133 14' - 8" 13- 4" Prestressed 2 - #3 2 - #5 NONE N. R. 3232 865 1715 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2946 793 1572 17' - 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2280 680 1349 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1814 595 1179 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 1737 1737 959 1778 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1474 527 1042 22' - 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 1381 497 985 24'- 0" 22' - 8" Prestressed 2 - #4 2 - #5 NONE N. R. 1147 418 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)#SU (1)#SL (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DD DET. DE DET. DD & DE DET. DG 3'- 8" 2'- 4" 2' - 0" Precast 2 - #2 2 - #2 NONE 2558 7405 6639 6639 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 2104 6071 5464 5464 4'- 2" 2'- 10" 2' - 6" Precast (2) D4.5 Wre 2 - #3 NONE 4062 10000 7229 7229 4'- 4" 3' - 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 1758 4946 4361 4361 4'- 6" 3- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 1616 4526 4016 4016 4'- 8" 3' - 4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 3011 6797 5100 5100 5'- 8" 4' - 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 2698 2903 2586 2586 5'- 10" 4'-6" 4'- 2" Precast 2 - #2 2 - #3 NONE 2533 2754 2461 2461 6'- 8" 5' - 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 2360 2360 1921 1920 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 T- 8" 6' - 4" 1 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 1250 1 1257 884 1133 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 32" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DW DET. DX DEr. DW & DX DET. DY 3'- 8" 2' - 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 6540* 8675* 8704* 8704* 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 5386* 7825* 7854* 7854* 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 8450* 8450* 8450* 8450* 4'- 4" 3'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 4508* 7026* 7055* 7055* 4'- 6" 3'- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 4146* 6827* 6856* 6856* 4'- 8" 3' - 4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 7102* 7250* 7250* 7250* 5'- 8" 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 7- 8" 6'- 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 3832 10000 2715 9482 9'- 8" 1 8'- 4" 1 8' - 0" Precast 2 - #2 2-#4 NONE 2211 1 4137 1 1546 1 3779 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE uuuuuu M uuuuu u r r r r r r 2 'W' DET. 'Y' i r r r r: r r r r r r rET. 'DW r r ON 11 Ems amm r rr r r r r ®lmElm I DET• 'Da' DET• ,DR' PET, ,DS' 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)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (25U A B DET. DM DET. DIN DEr. DM & DN DET. DP 3' - 8" 2' - 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 3552 6213* 6213* 6213* 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 2923 9877 5379 10000 4'- 2" 2'- 10" 2' - 6" Precast (2) D4.5 Wire 2 - #3 NONE 5444 10000 6633 10000 4'- 4" 3'-0" 2'- 8" Precast 2 - #2 2 - #2 NONE 2445 8288 4520 8262 4'- 6" 3'- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 2248 7632 4166 7332 4'- 8" 3'- 4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 4037 10000 4925 10000 5'- 8" 4'-4" 4' - 0" Precast 2 - #2 2 - #3 NONE 3711 4722 2542 4101 5'- 10" 4'- 6" 4' - 2" Precast 2 - #2 2 - #3 NONE 3485 4417 2391 3858 6 - 8" 5' - 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 3031 3382 1803 2977 7- 0" 5' - 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 3240 3240 1627 2728 7- 6" 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 2845 2845 1408 2423 7' 8" 6'- 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 2163 2856 9' 8" 8'- 4" 8' - 0" Precast 2 - #2 2-#4 NONE 1241 �3342�1425 1771 806 1633 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE SAFE LATERAL LOADS (PLF) 8" x 8" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE PLAIN SOLID DET. DA DET. DB 3'- 8" 2'- 4" 2' - 0" Precast 689 1185 4'- 0" 2'- 8" 2' - 4" Precast 570 979 4'- 4" 3'- 0" 2'- 8" Precast 479 823 4'- 6" 3'- 2" 2'- 10" Precast 441 758 5' - 8" 4'- 4" 4'- 0" Precast 418 733 5'- 10" 4'- 6" 4'- 2" Precast 393 689 6'- 8" 5' - 4" 5'- 0" Precast 389 783 7- 0" 5'- 8" 5'- 4" Precast 386 694 7' - 6" 6'- 2" 5' - 10" Precast 334 601 9' - 8" 8'- 4" 1 8' - 0" Precast 197 354 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE :Ell 9ui 8®I M so r r r r- NI-�EI.'-II MIN TYPE DESIGNATION DETAIL 'DT' DETAIL 'I)U' DETAIL 'DW 11114111 1 N1 01ME-11. • " 2' RECESS , DET. 'DW' T. 'DX' DET. VI' P - PLAIN LINTEL / rQUANTITY OF #5 BAR AT S - SOLID LINTEL 1 1 LOWER LINTEL CAVITY [8xl6-P-1 L / 1`U] NOMINAL WIDTH -j `QUANTITY OF #5 BAR NOMINAL HEIGHT AT UPPER LINTEL CAVITY tiriuYi'',' s� a v: d� v.•Nl a`3^3�•�xe DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com CA 25948 o CD N Z Lu Ol'- o n z�WLL^ zla-n'ac+� Z W Z� J 0 o 110 V) Lu °O W Lu uj (� -0 iry to C Q Q ) V) �_ LuI - J O Lu U Q M- W Lu Z i � W m < 0 U0 U N Q L0 Lu M 110 Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL _ BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WfTHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.12.17 1.00 6TH ED.(2017) FBC UPDATES 07.31.18 1.01 ELEV. A TRUSS LAYOUT REVISED 01.25.19 1.02 BEARING WALL NOTE CLARIFICATION 02.07.19 1.03 USE SIMPSON HIOA ILO USP RT16A VERSION NO. 1.03 / 02.07.19 ... v " ri coa C,4�3 CZ3 (9: CA- O Lu a7 J Z 0 Lu Q fie = U W i�� >- 'IT= CN CN ¢_ICN Q Ilk C"I W w _' }'a W w* �4t F-CL: 0C� W ❑ ❑ SHEET TITLE: QUALITY PRECAST LOAD TABLES SHEET INFORMATION: JOB NO.: 390444 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 2,02 --- --------------------------------------------------------- — I 1-0 — I I I I I' 0' o I'-0. (TYP.) I I l TYP) I I I I 4'-0' I yb OFF -RIDGE �e I VENT I I I I I I j RV 1 I z I SLOPE 5:12 SLOPE 5:12 I � I I C1 w I > ') � Z � C)L I I I � I � � I I I I I NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF I SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. I I I I I I I I I I I I 1'-0' I (TYP.) --------------------------------------- uJ � n n O ROOF VENT SCHEDULE O Verify with Cserteral Contractor all roof vent oc lations, quantities, and sizes. Roof vents shall be installed for a minimum of vented area as listed below or equivalent system per 6TH ED. (2011) FRC, R8062 Mark Location Roof vents or equal system (sq. in.) Soffit Vent (sq. in.) RV I Roo f 823 823 SLOPE 5:12 I � I I � I I — I I I I I L------------- ------ -i IROOF FLAN III 12 PLAN SEE PLAN FOR 8 —& HEEL HC�t. 'IV L TRUSSES 8'—O" BRCx, HC�T. Q 2x FRAMING AS REQ 2x4 (TYP) SEE PLANS FOR BEAM 51ZE (2) 2x4 FRAMING STUCCO FINISH OVER MTL. LATHE 4 1/16' OSB SHEATHING 4 FRAMING AS REQUIRED SEE PLANS FOR P05T 517.E POST TO CMU CONNECTOR SE AN REFER TO PLANS 2x4 SILL FRAMING ix4 (TYP.) 2x6 (TYP) STUCCO FIN15H SEE FOUNDATION PLANS FOR TOOTER 51ZE 0'-0" FIN. F LF- � SCALE: I/Z'=I'-0' STUCCO FIN15H EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRES5 CODES, IF THERE IS NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM 51LL HEIGHT OF 44' MEASURED FROM THE FINISHED FLOOR OF THAT PARTICULAR ROOM TO THE BOTTOM OF THE CLEAR OPENING. * * * * * * SHINGLE ROOF PER SPECS. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FRC R103.1 12 5� �1� F��7 i�7i I ffi=�� I I IF ��7 12 12 5 OFF -RIDGE VENT 5 SHINGLE ROOF PER SPECS, 1'-0' STUCCO FINISH SEE DET, 5/5NI FOR WEEP 5CREED INFO FLOOR ELEV. 04' — — — — — — SCALE: 1/S'-I'-0' 5ULDiNG 5ECTION SCALE: SEE DET 6/35 FOR COLUMN b T RIDGE VENT STUCCO FIN15H SCALE: 1/4'=1'-0' RIDGE VENT 5TUCC-0 FIN15H SEE DET, 5/5Ni FOR WEEP SCREED IN FD — — 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 CONSTRUCTIOK 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 CONSTRICTION. ANY REVISIONS OR CHANGES, NOT REELATED 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. RIDGE VENT i� SHINGLE ROOF PER SPECS. 5 ❑ STUCCO FIN15H 5EE -ET. B/5NI FOR — — — — r WEEP SCREED INFO I\ I �1—f I � � � X 1`''t I ION II J.✓ II RIDGE VENT SHINGLE ROOF PER SPECS. 12 E J SCALE: I/S'=I'-0' a 0 RIDGE VENT <, SEE DIET 6/35 FOR COLUMN F. FLOOR ELEV. 0'-0' ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS TWA ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS AR'E MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineenng.com CA 25948 o 0 N Z W O o� Z �CAM� a`nJ" awe^ F<— ZQ� <Zt;F- W W� LU 0 o d- LU L. L m w V) O �CLQ V) Q C > L-1) LU V) LU I — _--I W O W U m L LU F�LUr� m w Z I Q m �O W O U0 v N � Q LU M �O Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=+0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LEN NAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.12.17 1.00 6TH ED. (2017) FBC UPDATES 07.31.18 1.01 ELEV. A TRUSS LAYOUT REVISED 01,25.19 1.02 BEARING WALL NOTE CLARIFICATION 02.07.19 1.03 USE SIMPSON H10A ILO USP RT76A VERSION NO;,.1.03 / 02.07.19 U_t 1 :. »°c 14 t� r� c� LU w r O Call � z O .�1 W Q W = U LU(� � > N -J Na N = N h LUw M =' r'0 W w * QW =W NW a_ ,Z V V)0_ F— a_ a_ � W ❑ ❑ SHEET TITLE: ELEVATION "B" EXTERIOR ELEVATIONS & ROOF PLAN SHEET INFORMATION: JOB NO.: 390444 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 3B W L0 rl- - _1 11 J.I. I.:. —ILL filakill, il,iFlltra_d_ I�.I :,� I 1 � � L J I:d Typical 150-200 Amp Electrical Riser Diagram POWER CO. F 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN O 200 amp 150 amp Disconnect 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. ELEC. METER PARTIAL ELECTRICAL FLAN - ELEVATION 1 151 1 SCALE: 1/4'=1'-O' SCALE: 1/4'=1'-0' ELECTRICAL fGE� 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET O.F.L GROW FAULT INTERRUPTER DUPLEX OUTLET kQ-- HALF -SWITCHED DUPLEX OUTLET F® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ,Q, RECESSED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT c#ED FLOURESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® SMOKE DETECTOR (SHALL BE INTERCONNECTED) ® SMOKE/CARBON MONOXIDE DETECTOR COMBINATION TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL.) Q THER'90STAT ELECTRIC METER ELECTRIC PANEL ® CONCOURSE BOX — DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\U1> ROUGH-N FOR OPT. CEILING FAN ti J <1 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J R05GH-N FOR OPT. CEILING FAN IZ 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTER UPTERS (GFI) AS INDICATED ON PLANS. 1. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES 4 RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR SWITCHES 41' OUTLETS_14' TELEPI-M-14' TELEVISION_14' 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL. POWER SOURCE AND SHALL BE talIPPED WITH A MONITOFSD 13ATTEW BACKUP? PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE CTO - SMOKE DETECTORS SHALL BE LABELED N ACCGIRDANCE WITH UL 111 AT TIME OF FINAL INSPECTION. 4. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON A ARC.I, PROTECTED CIRCUIT. 5. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS N FULL COMPLIANCE WITH 2O14 NE.C, 6T4 ED. (2011) FBC, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ARC FAULT RECEPTACLES IN ALL BEDROOMS PER 2014 NEC. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR tWA VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE M. LIGHT FIXTURES SHOWN( ARE FOR LOCATION PURPOSES. �� fYsstls,�Yy� I` 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 4Lf)� o^ z � � M � a�-LL aW�^ z LP la—°'aM 00 z t; - W W� 0 JCD LU W V) ^Q � CL > L1J I -- J W O _u m Q LU o.: LU x J IL Z m Q 0 < U*_oQz M LU M c' ) Q THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. © 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.12.17 1.00 6TH ED.(2017 FBC UPDATES 07.31.18 1.01 ELEV. A TRUSS LAYOUT REVISED 01.25.19 1.02 BEARING WALL NOTE CLARIFICATION 02.07.19 1.03 USE SIMPSON H10A ILO USP RT1 A VERSION NO. 1.03 / 02.07.19 SHEET TITLE: ELECTRICAL PLAN SHEET INFORMATION: JOB NO.: 390444 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 4 5- c0 lqq- CV LO ITS USP CONNECTION CHART CONNECTION QTY. CONN. CAPACITY (lbs) FASTENERS** PER CONN. HTA20 1 1870 9-10d x 1 1 /2" Simpson H10A 1 1015 18-10d x 1 1/2" *Double connectors to be placed diagonally to each other. **Do not drive nails through the truss plate on the opposite side of the truss which could force the plate off the truss. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT IRELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. R = bb2" U = 13150 USP WTA20 USP WTA20 (INSTALLED TO THIS SIDE OF GIRDER 0 o J J USP RTA20 0 EA TRUSS e MASONRY (TYP) U U J J (U (U CU (U J L GIRDER J J ----------------------------------------------------------- USP HTA20 s EA TRUSS e MASONRY (TYPJ z I I o ao I I I 8'-0' CEILING 9'-4' CEILING I 2/12 VAULT CLG, Z� o I U I I I 7H I 0 z J J I I a 3 I 19 z a w w z \Z 0 I ao 8'-0' CEILING 9'-4' CEILING 8'-0' CEILING ca w 1 8'-0' CEILING a w w � y USP HtA20 a EA TRIM MASONRY (TYP) 9'-4' CEILING w HU CHASE y A 9'-4' CEILING U 3 1, z � ww z z 0 co USP WTA20 R = 30b' (SIM. W/ USP RT16M D SS USP HTA20 R U = 1066� U �I(OIC30 ILO HCxAMlO) 2x4 SYF 12 SCAB ATTACHED USP HTA20 SHEATHE ROOF TO TOP CHORD W/ 10d NAILS e 6O.C. ST PRIOR TO OVER BUILD W Q D 55 N USP WTA20 a EA TRU55 e e MA50NRY (TYP.) T USP WTA20 a EA TRUSS e MA50NRY (TYP) e 8'-0' CEILING SI HIOA a EA TRUSS 00 AM INCH FLAN u u a BEAM (TYP) I SCALP: 1/4'=1'-0' 4 (SIM. W/ BEAM ILO S5 FRAME WALL) 31'-4' 5'-4' I3'-4' 30'-0' 01 204' R = 19W U = 13150 USP WTA20 T 0 USP HTA20 (INSTALLED TO THIS SIDE OF GIRDER) TRU55 FRAMING NOTE5 ALL CONNECTIONS PER U5P CATALOG (LATEST EDITION) - UND. CONTACT ENGINEER FOR ALTEI;NATE CONNECTIONS 2, PRE-ENGINEERED WOOD TRU55E5 SPACED 0 24' O/C TYPICAL, UNLE55 NOTED OTHERWISE 3. SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF INFORMATION, N 4, TRUSS TO TRUSS ATTACNh1ENT PER TRUSS MANI,FACTUI�R . UPLIFT VALUES SHOWN ARE CALCULATED BASED ON CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM TRUSS MANIFACTURER'5 VALUES HI'VA IF THE CONTRACTOR, TRU55 MANUFACTURER, OR OTHER DESIGN 9 BEAM TYP a EA TRUSS PROFE6510445 REVISE THE 5HOW14 INFORMATION, DAN5C0 e BEAM ITYPJ ENGINEERING, LLC 15 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineenng.com CA 25948 O 0 N z LU o= o� Z tn M aU)�� LU zQ zc~il�- W w� J CD J LU Ina 11J O QI v) CL Q W V) LU _ J W - m O—� CLLJ n_ W r— X J ZI LLJ Co Q`OQ O U0 U LO wNU M M *_O Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.12.17 6TH ED. 12017) FBC 1.00 UPDATES 07.31.18 1.01 ELEV. A TRUSS LAYOUT REVISED 01.25.19 1.02 BCLARIFICATIONEARING WALL NOTE 02.07.19 1.03 USE SIMPSON H10A ILO USP RTl 6A VERSION NO. 1.03 / 02.07.19 c c� q� w O m J z O �; LL = U W � QN =N C/)'�T LU =Op } 00 LU � r w Z Q N LL = LL i Lu W ❑ Ley ❑ SHEET TITLE: ROOF FRAMING PLAN ELEVATION "B" SHEET INFORMATION: JOB NO.: 390444 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 5B 1 II f� I —T—T— I� � i �� ,: ,i � �, �: u i i � d � � i i � I __ T I I � r--Tv —, I 5PEG I F I GATT ONS I. I. GONSTRUGTION I. I. I. AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE I. 1.2. A5GE5/AGI 530-13, TM5 402-16 4 ASGEb/AGI 550.1-15, TM5 602-Ib SPECIFICATIONS FOR MASONRY STRUCTURES. I. 1.5. A5TM G270-12a, G476-10, AND Gq0-14 SPEGIFIGATIONS FOR MASONRY STRUGTURES I. I. 4. NATIONAL DESIGN SPEGIFIGATION5 (ND5) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL AGGOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2017) I. I, b. "MANUAL OF STEEL CONSTRUCTION, ALLONABLE STRESS DE51ON", BY THE AMERICAN INSTITUTE OF STEEL GONSTRUGTION, (AISG) I. I. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TPI 1-14. 1.2. DESION : I. 2. I. AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL GONGRETE I. 2. 2. ASGE5/AGI 530-13, TM5 402-16 ff ASGE6/AGI 530.1-13, TM5 602-16 SPEGIFIGATION5 FOR MASONRY STRUGTURES. I. 2. 3. ASTM G270-12a, G416-10, AND Gq0-14 5PEGIFIGATION5 FOR MASONRY STRUGTURES I. 2. 4. NATIONAL DESIGN SPECIFICATIONS (ND5) FOR HOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 2. 5. PLYWOOD DE51ON SPEGIFIGATION5 (APA) 1. 2. 6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2017) 1.5. SHOP DRAW I NOS I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP PRANIN65 WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. I. 3. 2. ALL SHOP DRANINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION. ALL ROOF AND FLOOR TRU55 SHOP DRANING5 ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INGLUDE : DRAHINGS AND CALCULATIONS, REAGTION5 AND BEARING POINTS, BRAGING REQUIREMENTS, AND GONNEGTIONS TO SUPPORTING TRU55 MEMBERS. 2. DE510N LOADS TH15 5TRUGTURE HAS BEEN DESIGNED IN AGGORDANGE HITH THE 6th ED, (2017) FLORIDA BUILDING CODE, RESIDENTIAL BUILDING GATEGORY: II 2.1. DEAD LOADS: ROOF TILE (TG=15P5F, BG=IOP5F) 25PSF ASPHALT SHINGLE (TG=7P5F, BG=IOP5F) 17P5F METAL (TG=IOPSF, BG=IOPSF) 20P5F FLOOR TILE (GERAMIG, 1/2" MORTAR BED) 25PSF GARPET OR HOOD 15P5F 2. 2. LIVE LOADS : ROOF 20P5F FLOOR ONE- AND TNO-FAMILY DWELLINGS UNINHABITABLE ATTIC, NO STORAGE IOPSF UNINHABITABLE ATTIC, LIMITED STORAGE 20P5F HABITABLE ATTIGS, SLEEPING AREAS 50PSF OTHER 40PSF EXTERIOR DECKS SAME AS OGGUPANGY SERVED RAILING - NONGONGURRENT 50PLF OR 20OLB LIVE LOAD REDUCTIONS PER CODE 2. 3. ROOF SNOW LOAD DATA. - GROUND SNOW LOAD, Pg = N/A 2. 4. WIND LOADS : BASIC HIND SPEED, V (3-5EG. GUST) 140MPH (Va5d=108MPH) HIND EXF05URE G INTERNAL PRE55URE GOEFFIGIENT +/-0.18 G ff G DE51ON PRESSURE SEE PLAN HIND BORNE DEBRIS PROTEGTION 5HUTTER/IMPAGT 6LA55 2. S. SEISM IG DESIGN DATA: SEISMIC IMPORTANCE FAGTOR, le I.O SEISMIC, RISK GATEGORY II MAPPED 5RA, 55, 51 N/A 51TE GLASS A DE51ON 5RG, 5D5, SDI N/A SEISMIC, DESIGN GATEOORI' N/A BASIC SFRS MA50NRY HALLS DESIGN BASE SHEAR, (UNFAGTORED) N/A SEISMIC, RESPONSE GOEFFIGIENT, GS N/A RESPONSE MODIFICATION FACTOR, R N/A ANALYSIS PROCEDURE ELF 2. 6. FLOOD DESIGN DATA: DATUM NAVD88 FLOOD ZONE "X" BASE FLOOD ELEVATION: N/A LONEST PROPOSED FLOOR ELEVATIONS N/A 3. DEFLEGTIONS: LIVE LOAD L/360 TOTAL LOAD L/240 4. MATERIALS 4.1. RE I NFORG I NO STEEL 4. I. I. REINFORGING STEEL SHALL BE ASTM A615/A615M-Oq GRADE 40, f'y = 40 Ksi 4. I. 2. LAP SPLICE SHALL BE A5 FOLLONS: #5 BAR 25", #4 BAR 20", #3 BAR 15". 4. I. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORGING ARE TO THE GENTERLINE OF EAGH BAR EXCEPT HHERE THE COVER DIMENSION 15 5HONN TO THE FACE OF THE GONGRETE. 4. I. 4. REINFORGING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORGING MEGHANIGAL GOUPLER5 ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. I. 6. DESIGN COVER REQUIREMENTS : G-I-P CONCRETE FORMED AGAINST EARTH : 51, G-I-P GONGRETE EXPOSED TO EXTERIOR : 211 G-I-P GONGRETE NOT EXP05ED V2" GROUT FILLED MASONRY : 3/4 4. 1. 7. HELPED HIRE FABRIC, (HNF): AIOb4/A1064M-16a 4. I. 8. DETAIL REINFORCEMENT IN AGGORDANGE HITH AGI 315-LATE5T EDITION. 4. 2. CONCRETE : MODULES OF 4. 2. I. CONCRETE TYPE MIN. 28 DAY DESIGN (f G) ELASTICITY DE51ON (E) G-I-P CONCRETE (NORMAL HEIGHT) 2,500 Psi 2,850 Ksi G-I-P GONGRETE (NORMAL NEIGHT) HERNANDO GO. ONLY 3,000 Psi 5,122 Ksi G-I-P GROUT 1 5,000 Psi I 3,122 Ksi 4. 2. 2. CONCRETE SHALL GON515T OF I" MAXIMUM AGGREGATE CONCRETE MIX HITH SLUMP BETHEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX HITH SLUMP BETHEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPEGIFIGATION5 FOR ADDITIONAL CRITERIA. 4. 2. 4. GON5TRUGTION JOINTS HILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND GURING SHALL BE CONDUCTED IN AGGORDANGE HITH THE SPEGIFIGATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXGLUDING EXTERIOR HALKNAY5 8 DRIVEWAYS) 3 1/2" MIN. THICKNESS N/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 HNF IN TOP OF 1-1/2" OF SLAB. FIBER MESH PER DE51ON MIX MAY BE USED I.L.O. HHF GONTRAGTORS DI5GRETION. 4. 2. 7. GONGRETE PLAGEMENT PRAGTIGES SHALL BE IN AGGORDANGE N/ ALL AGI- MGP 201-1 STANDARDS. 4. 3. GONGRETE MASONRY : 4. 3. I. FILLED CELLS H/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING GONGRETE MASONRY BLOCK SHALL BE A5TM G110-14, TYPE 11 NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS 4 GAVITIE5 BELON GRADE HILL BE FILLED N/ CONCRETE IN ALL STEM HALLS 4. 3. 4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm = 2,000 PSI MINIMUM 4. 3. 5. METHOD OF GONGRETE MASONRY PLAGEMENT AND CONSTRUCTION SHALL BE GONDUCTED IN AGGORDANGE HITH THE 5PEGIFIGATION5 AS STATED. 4. 3. 6. MORTAR SHALL BE TYPE "S" FOR ALL MASONRY GON5TRUGTION. 4. 3. 7. MASONRY ROUGH OPENING MAY VARY IN THE GROSS SECTION DIMENSION OR ELEVATION DIMEN5ION SPECIFIED ON THE APPROVED PLANS FROM -1/4" TO +I/2" PER SECTION R(06.3.1.1 4.4. STRUCTURAL LUMBER : 4. 4. 1.1. INTERIOR LOAD BEARING HALLS 5PF STUD OR BETTER, fb = 675 P51, E = 1200 Ksl ALL EXTERIOR FRAMING 5PF #2 OR BETTER, fb = 8-75 PSI, E = 1,40OK51 4. 4. 1.2. ALL FRAME HALLS TO BE GON5TRUGTED USING 5PF , STUD QUALITY OR BETTER, UNLESS NOTED OTHERWISE 4. 4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLIGATION5 SHALL BE APA RATED 5HEATHIN6 EXP I U.N.O. 4. 4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUGH AS SUB FLOORING AND SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 4. IF OSB BOARD 15 TO BE USED IN PLACE OF PLYWOOD IS TO HAVE 51MILAR OR GREATER SECTION PROPERTIES. 4. 4. 5. ONLY 5TRUGTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN CONTACT HITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4. 4. 6. WHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP PRANINGS TO THE ENGINEER OF RECORD. 4. 4.1. DESIGN, FABRICATE AND ERECT HOOD TRUSSES IN AGGORDANGE HITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE GONNECTED HOOD TRUSSES" BY THE AN51/TPI 1-14, BG51 2015 4. 4. 8. UNTREATED HOOD SHALL NOT BE IN DIRECT GONTAGT HITH GONGRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS NITHOUT NOODEN TOP PLATES. 4. 4. q. ALL EXTERIOR FRAME HALLS SHALL BE STUCCO FINISH AND SHALL BE APPLIED IN STRICT AGGORDANGE HITH THE FRG SECTION R703.1.2 AND HITH ASTM Gg26 INCLUDING THE REFERENCE IN ASTM Gg26 5EGTION 8 TO 5EGTION XI.4.2 OF THE APPENDIX - 1/8" TOTAL THIGKNE55 APPLIED IN THREE LAYERS (3/8" - 3/8" - 1/8") OVER METAL LATH OVER HATER RESISTIVE BARRIER. THE HATER RESISTIVE BARRIER SHALL INGLUDE A HATER -RESISTIVE VAPOR -PERMEABLE BARRIER HITH A PERFORMANGE AT LEAST EQUIVALENT TO THO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EAGH LAYER PROVIDES A SEPARATE GONTINUOU5 PLANE AND SHALL BE ATTAGHED DIRECTLY TO THE SHEATHING OVER FLASHING INSTALLED IN AGGORDANGE HITH THE APPLICABLE BUILDING CODE AND MANUFAGTURER'S SPEGIFIGATION5. GURIN5 TIME FOR 3-GOAT STUGGO, EACH GOAT SHALL BE KEPT IN A M015T CONDITION FOR AT LEAST 48 HOURS PRIOR TO THE APPLICATION OF THE NEXT GOAT. THE 2ND GOAT SHALL NOT BE APPLIED SOONER THAN 48 HR5 AFTER APPLICATION OF THE I5T GOAT. THE FINISH GOAT SHALL NOT BE APPLIED SOONER THAN 7 DAYS AFTER THE APPLICATION OF THE 2ND GOAT. UNLE55 APPLICATIONS INSTALLED IN AGGORDANGE WITH A5TM Gg26 INCLUDING THE REFERENCE IN A5TM Gg26 5EGTION 6 TO 5EGTION XI.4.2 OF THE APPENDIX 4. 4. 10. INSTALLATION OF EXTERIOR LATHING $ FRAMING SHALL COMPLY TO ASTM G 1063 PER FLORIDA RESIDENTIAL CODE R703.1.1 4. 4. 11. FIELD GUT ENDS, NOTGHES AND DRILLED HOLES OF PRE5ERVATIVELY TREATED HOOD SHALL BE TREATED IN THE FIELD IN AGGORDANGE WITH ANPA M 4 4. 3. FASTENERS AND TIE DOWNS : 4. 5. 1, FASTENERS AND TIE DONNS SHALL GON515T OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, CHANNELS : ASTM A36/36M 08 Fy = 36 Ksi ROUND METAL PIPE : ASTM A53/A53M-12, GRADE B Fy = 35 Ksi SQUARE METAL TUBING : A5TM A500-13, GRADE B Fy = 4bKsl HIGH STRENGTH BOLTS : ASTM A525-14 MAGHINE BOLTS : GALVANIZED ASTM A307-12 4. 5. 2• SHEET METAL AGGE55ORIES SHALL CONFORM TO : Fy = 33K5iNITH GGO GALVANIZED GOATING IN AGGORDANGE WITH A5TM A525-q3. 4. 5. 5. NAILS SHALL GONS15T OF : COMMON HIRE NAILS HITH MINIMUM DIAMETER A5 FOLLON5 : 8d = 0.131 ", IOd = 0.148", 12d = 0.148", 16d = 0.162". 4. 5. 4. ALL FASTENERS AND TIE DONNS EMBEDDED IN GONGRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANT) -GORRO51VE GOATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DONN5 ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DONN5, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN AGGORDANGE WITH THE PLANS AND 5PEGIFIGATION5. 4. 5. 7. CONCRETE EMBEDDED _'BOLTS USED FOR UPLIFT ARE TO BE NET SET PRIOR TO INITIAL SET OF THE GONGRETE, SPAGING AND ALIGNMENT ARE TO BE IN AGGORDANGE HITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DONN5 USED FOR TRUSS AND HALL UPLIFT ARE TO BE PLAGED AROUND EMBEDDED REINFORGING PRIOR TO OR NHILE PLAGING GROUT. 4. 5, q. POST -INSTALLED ANGHOR5 INTO GONGRETE 1. P05T-INSTALLED ANCHORS SHALL ONLY BE USED HHERE SPECIFIED ON THE GONSTRUGTION DOGUMENT5. THE GONTRACTOR SHALL OBTAIN APPROVAL FROM DANSGO ENGINEERING, LLG PRIOR TO INSTALLING POST-IN5TALLEP ANCHORS IN PLACE OF M1551NO OR MISPLACED CAST -IN -PLANE ANGHOR5. 2. CARE SHALL BE TAKEN IN PLAGING POST -INSTALLED ANCHORS TO AVOID CONFLICTS HITH EXISTING REBAR. 3. HOLES SHALL BE DRILLED AND GLEANED IN ACCORDANCE HITH THE MANUFACTURER'S PRINTED INSTRUGTION5 (MPII). 4. SUBSTITUTION REQUESTS FOR PRODUGT5 OTHER THAN THOSE SPECIFIED BELON SHALL BE SUBMITTED BY THE GONTRAGTOR TO DE ALONG HITH GALGULATION5 THAT ARE PREPARED $ SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUGT 15 CAPABLE OF AGHIEVING EQUIVALENT PERFORMANGE (MINIMUM) VALUES OF THE 5PEGIFIED PRODUCT U51NG THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(5) AS REQUIRED BY THE FLORIDA BUILDING CODE. 5. PROVIDE PERIODIC, SPECIAL INSPEGTION FOR THRESHOLD BUILDINGS FOR ALL ADHESIVE AND MEGHANIGAL ANGHOR5 PER THE PRODUCT'S FLORIDA PRODUCT APPROVAL. 6. GONTAGT MANUFAGTURER'5 REPRESENTATIVE FOR THE INITIAL TRAINING AND INSTALLATION OF ANGHOR5 AND FOR PRODUGT RELATED QUESTIONS AND AVAILABILITY. GALL SIMPSON STRONG -TIE AT (500) qqq-50gq. GALL HILTI AT (86b) 445-8827. 7. MEGHANIGAL ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE WITH AGI 355.2 AND IGG-ES AGIg3 FOR GRAGKED AND UNGRAGKED GONGRETE RECOGNITION. PRE -APPROVED MEGHANIGAL ANCHORS INGLUDE: A) 5GREN: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KHIK HUS-EZ" B) EXPANSION: SIMPSON STRONG -TIE "STRONG -BOLT 2" OR HILTI "KHIK BOLT TZ" 8. ADHESIVE ANGHOR5 SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH AGI 355.4 AND IGG-ES AG308 FOR CRACKED AND UNGRAGKED CONCRETE RECOGNITION. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS PER AGI 318-14 D.2.2. HOLES SHALL BE DRY AT THE TIME OF INSTALLATION. ADHESIVES SHALL HAVE MAX. IN-SERVIGE SHORT-TERM TEMPERATURE OF I50°F, AND MAX. IN-SERVIGE LONG-TERM TEMPERATURE OF I10°F (AGI 315 PA.2.0. PRE -APPROVED ADHESIVE ANGHOR5 INGLUDE: A) EPDXY: SIMP50N STRONG -TIE "SET-XP" OR HILTI "HIT -RE 500-SD" B) FAST GURE: 51MP50N STRONG -TIE "AT-XP" OR HILTI "HIT-HY 200" 4.5. 10. POST -INSTALLED ANGHOR5 INTO MASONRY 1. MEGHANIGAL ANGHOR5 INSTALLED IN SOLID -GROUTED GONGRETE MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AGOI OR AGIO(b. PRE -APPROVED MEGHANIGAL ANGHORS INGLUDE: A) 5GREN: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KHIK HU5-EZ" B) EXPANSION: SIMP50N STRONG -TIE "STRONG -BOLT 2" "NEDGE-ALL" OR HILTI "KHIK BOLT 3" 2. ADHESIVE ANCHORS INSTALLED IN SOLID -GROUTED CONCRETE MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AG58. PRE -APPROVED ADHESIVE ANCHORS INGLUDE: A) EPDXY: SIMP50N STRONG -TIE "SET-XP" B) FAST GURE: SIMP50N STRONG -TIE "AT-XP" OR HILTI "HIT -HIT' 10" 3. ADHESIVE ANCHORS INSTALLED IN HOLLOW CONCRETE MASONRY d UNREINFORGED CLAY BRICK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AG58 OR AG60, RESPECTIVELY. PRE -APPROVED ADHESIVE ANCHORS INGLUDE: A) 51MP50N STRONG -TIE "SET" OR HILTI "HIT-HY 70" 4. THE APPROPRIATE SCREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANCHORS INSTALLED IN HOLLON GONGRETE MASONRY OR UNREINFORGED CLAY BRICK MASONRY AS REQUIRED BY THE ADHESIVE MANUFACTURER. 4. 6. MICRO -LAM LUMBER: 4.6. I. MIGRO- AM STRESS GRADES SHALL PROVIDE THE FO ONING MINIMUM PROPERTIES: L LL LL - E 2,000,000 PSI Fb = 2,g50 P51 Ft = 1,850 PSI Fr_ = 500 P51 (PERPENDIGULAR) FG = 2300 (PARALLEL) 4. 1. STEEL: Fv = 285 P51 4.7. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN AGGORDANGE HITH A.I.5.G. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: A5TM A36/36M 08. 4. 7. 4. STEEL TUBING: A5TM A500-10, GRADE B. 4. 7. 5. HELPED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET HELPS 3/16", ANS GERTIFIED HELPERS. GERTIFIGATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.1. b. WHERE STEEL BEAMS ARE CONTINUOUS OVER GOLUMN5, PROVIDE WEB STIFFENER PLATES ON EACH 51DE OF THE NEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 1. 7. THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED GONNEGTIONS OR ELEMENTS ARE IN PLACE. 4. 8. SOIL: 4. 8. I. THE FOOTING 15 DESIGNED BASE ON 2000 PSF 501L BEARING PRESSURE. ONTRAGT HNER HA VERIFY SOIL BEARING PRE55URE OF THE PROPOSED SITE. G OR/O SHALL L 4. 8. 2. ALL SOIL 15 TO BE GLEAN & P015ONED FOR TERMITES PER FBG bTH EDITION (2011) RESIDENTIAL 5EGTION5 R318.1, R318.2, R318.3, a R318.7 TERMITE PROTECTION - PLANS MUST 5PEG I FY TYPE OF TERMITE TREATMENT • SOIL CHEMICAL BARRIER METHOD • OTHER TREATMENT - MUST SPECIFY PROPOSED METHOD AND SUBMIT DOCUMENTATION, NHIG SUBSTANTIATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTECTION SYSTEM OR METHOD. IF CHEMICAL SOIL TERMITE TREATMENT 15 USED I. FBG 105.11- "A PERMANENT 51ON NHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT GONTRAGT RENENAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE HATER HEATER OR ELECTRIC PANEL" 2. GONDEN5ATE AND ROOF DOWNSPOUTS SHALL DISGHARGE AT LEAST 1'-0" ANAY FROM THE BUILDING SIDE HALLS. 3. IRRIGATION/SPRINKLER 5Y5TEM5 INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED HITHIN I'-0" OF THE BUILDING SIDE HALL. 4. FBG R303 - IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, GLEARANGE BETHEEN EXTERIOR HALL GOVERIN05 AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING HALL NOT BE LESS THAN 6 INCHES (152 MM) EXCEPTIONS: I. PAINT OR DEGORATIVE GEMENTITIOU5 FINISH LE55 THAN gg INGH (17.1 MM) THICK ADHERED DIRECTLY TO THE MASONRY FOUNDATION 51DEHALL. 2. AGGE55 OR VEHICLE RAMPS NHIGH RI5E TO THE INTERIOR FIN15H FLOOR ELEVATION FOR THE NIDTH OF 5UGH RAMPS ONLY. 3. A 4-INGH (102 MM) INSPECTION SPACE ABOVE PATIO AND GARAGE SLAB5 AND ENTRY AREAS. 4. IF THE PATIO HAS BEEN 501L TREATED FOR TERMITES, THE FINISH ELEVATION MAY MATGH THE BUILDING INTERIOR FINISH FLOOR ELEVATIONS ON MA50NRY GON5TRUGTION ONLY. 5. MASONRY VENEERS CONSTRUCTED IN AGGORDANGE WITH SECTION R318.4. 5. R318.1.1 IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL CHEMICAL 501L TREATMENT IN51PE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BAGKFILLING AND GOMPAGTION 15 COMPLETE. 6. R318,1.2 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 501L AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED WITH A GHEMIGAL SOIL TREATMENT INGLUDING SPACES BOXED OR FORMED. 7. R318.13 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5PAGE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC, OR METAL PERMANENTLY PLAGED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED 501L DI5TURBANGE AFTER INITIAL GHEMIGAL SOIL TREATMENT. 8. R318.1.4 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED HITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OGGUR5 BEFORE VAPOR RETARDER PLAGEMENT, RETREATMENT 15 REQUIRED. ANY WORK, INGLUDING PLAGEMENT OF REINFORGING STEEL, DONE AFTER GHEMIGAL TREATMENT UNTIL THE GONGRETE FLOOR 15 POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. q. R318.1.5 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GONGRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR GHEMIGAL SOIL TREATMENT, TO ENHANGE VERTIGAL PENETRATION OF THE GHEMIGALS. 10. R318.1.6 IF 501L TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, GHEMIGAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR GONGRETE OF GRADE HITH I FOOT (305 MM) OF THE PRIMARY 5TRUGTURE 51DENALL5. ALSO, A VERTIGAL GHEMIGAL BARRIER SHALL BE APPLIED PROMPTLY AFTER GON5TRUGTION 15 GOMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRGATION/SPRINKLER INSTALLATION. ANY SOIL DISTURBED AFTER THE GHEMIGAL VERTIGAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. 11. R315.17 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTION R318.1.1, THROUGH SECTION R318.I.6b DO NOT APPLY; HOWEVER, A SIGNED GONTRAGT ASSURING THE INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS FROM THE 155UE OF THE GERTIFIGATE OF OCCUPANCY SHALL BE PROVIDED TO THE BUILDING OFFIGIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. IF THE BAITING SYSTEM DIRECTIONS FOR US REQUIRE A MONITORING PHASE PRIOR TO INSTALLATION OF THE PESTIGIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE MONITORING PHASE COMPONENTS SHALL BE DEEMED TO CONSTITUTE INSTALLATION OF THE SYSTEM. 12. R318.1.8 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A HOOD TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5EGTION5 R318.1.1 THROUGH R318.1.6 DO NOT APPLY. APPLICATION OF THE HOOD TREATMENT TERMITIGIDES SHALL BE AS REQUIRED BY LABEL DIREGTIONS FOR USE, AND MUST BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. 13. R318.1 TERMITE PROTECTION. TERMITE PROTEGTION SHALL BE PROVIDED BY REGISTERED TERMITIGIDES, INGLUDING SOIL APPLIED PESTIGIDE5, BAITING SYSTEMS, AND PESTICIDES APPLIED TO HOOD, OR OTHER APPROVED METH005 OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEN CONSTRUCTION. SEE SECTION 202, REGISTERED TERMITIGIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A GERTIFIGATE OF COMPLIANCE SHALL BE 155UED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE HITH RULES AND LAMS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AORIGULTURE AND CONSUMER SERVICES." 14. R318.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E-GONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM NALL THICKNESS OF 0.010 INGH (0.25 MM), AND BE SEALED HITHIN THE SLAB USING A NON-GORROSIVE GLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETHEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDES SHALL BE APPLIED INSIDE THE SLEEVE. 15. R318.3 GLEANING. CELLS AND CAVITIES IN MASONRY UNITS AND AIR GAPS BETHEEN BRIGK, STONE OR MASONRY VENEERS AND THE STRUCTURE SHALL BE GLEANED OF ALL NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE HOOD, OR OTHER GELLUL05E-GONTAININ6 MATERIAL PRIOR TO GONGRETE PLAGEMENT. EXCEPTION: INORGANIG MATERIAL MANUFACTURED FOR GLOSING CELLS IN FOUNDATION GONGRETE MASONRY UNIT GON5TRUGTION OR GLEAN EARTH FILL PLAGED IN CONCRETE MASONRY UNIT VOIDS BELON SLAB LEVEL BEFORE TERMITE TREATMENT IS PERFORMED. 4. 8 .3. SOIL 15 TO BE COMPACTED TO q5% MODIFIED PROCTOR AS DEFINED BY ASTM 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 JURISDIGTION "LIQUID BORATE OR METHODS BOR-A-GOR" PRODUCT OR SENTRIGON SYSTEM, E HODS MUST BE DETERMINED AT PERMIT STAGE . 2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXP05E5 UNTREATED PORTIONS OF HOOP ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. REQU I RED SAFETY OLAZ I NO IN HAZARDOUS LOCATIONS 56FETY GLAZING (RE: FRG R308.4) R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE GON5IDEREP SPECIFIC, HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING: I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SNINGING, SLIDING AND B1FOLD DOORS. EXGEPTI ON5: I. GLAZED OPENIN65 OF A SIZE THROUGH NHIGH 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 CONSIDERED TO BE A HAZARDOUS LOCATION HHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR HALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: I. HHERE THE GLAZING IS HITHIN 24 INGHE5 (610 MM) OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A GL05ED POSITION. 2. WHERE THE GLAZING 15 ON A HALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A GL05ED POSITION AND HITHIN 24 INCHES (610 MM) OF THE HINGE SIDE OF AN IN-5HINGING DOOR. EXCEPTIONS: I. DECORATIVE GLAZING. 2. HHERE THERE 15 AN INTERVENING HALL OR OTHER PERMANENT BARRIER BETHEEN THE DOOR AND THE GLAZING. 3. WHERE AGGE55 THROUGH THE DOOR 15 TO A GLO5ET OR STORAGE AREA 3 FEET (q14 MM) OR LE55 IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH 5EGTION R308.4.3. 4. GLAZING THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO DOORS 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE NINDON THAT MEETS ALL OF THE FOLLOWING GONDITION5: I. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN q SQUARE FEET 0.836m ; AND 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES (451 mm) ABOVE THE FLOOR; AND 3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INGHE5 (c114 mm) ABOVE THE FLOOR; AND 4. ONE OR MORE NALKINO SURFACE ARE HITHIN 36 INCHES (c114 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: I. DECORATIVE GLAZING. 2. WHEN A HORIZONTAL RAIL 15 INSTALLED ON THE AGGE55IBLE 51DE(S) OF THE GLAZING 34 TO 38 INGHE5 (846 TO q(95) ABOVE THE NALKING SURFACE. THE RAIL SHALL BE CAPABLE OF HITH5TANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (130 N/m) WITHOUT GONTAGTING THE GLASS AND BE A MINIMUM OF 1 1/2" INCHES (38 mm) IN GROSS SECTIONAL HEIGHT. 3. OUTBOARD PANES IN INSULATING 0LAS5 UNITS AND OTHER MULTIPLE GLAZED PANELS NHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 mm) OR MORE ABOVE GRADE, A ROOF, NALKING SURFACES OR OTHER HORIZONTAL (HITHIN 45 DEGREES (O.q7 RAP) OR HORIZONTAL) SURFACE ADJACENT TO THE 6LA55 EXTERIOR. 4. ALL GLAZING IN RAILINGS REGARDLE55 OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INGLUDED ARE STRUCTURAL BALUSTER PANELS AND NON5TRUGTURAL INFILL PANELS. 5. GLAZING IN HALLS, ENGLO5URE5 OR FENCES CONTAINING OR FAGING HOT TUBS, SPAS, NHIRLPOOL5, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SHIMMING POOLS HHERE THE BOTTOM EXF05ED EDGE OF THE GLAZING 15 LE55 THAN 60 INGHE5 (1524 MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION, THI5 SHALL APPLY TO SINGLE 6LAZING AND EACH PANE IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT 15 MORE THAN 60 INCHES (1524 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE HATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SHIMMING POOL OR FROM THE EDGE OF A 5HONER, SAUNA OR STEAM ROOM. (6. GLAZING HHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 36 INGHE5 (c114 MM) ABOVE THE PLANE OF THE ADJAGENT NALKING SURFACE OF STAIRWAYS, LANDINGS BETHEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: I. NHERE A RAIL 15 INSTALLED ON THE ACCESSIBLE 51DE(S) OF THE GLAZING 34 TO 38 INCHES (864 TO q(95 MM) ABOVE THE HALKING SURFAGE. THE RAIL SHALL BE CAPABLE OF HITH5TANDIN0 A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (130 N/M) HITHOUT GONTAGTING THE GLASS AND HAVE A GROSS-SEGTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INGHE5 (55 MM). 2. GLAZING 36 INCHES (q14 MM) OR MORE MEASURED HORIZONTALLY FROM THE HALKING SURFACE. 7. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A 5TAIRNAY HHERE THE GLAZING 15 LESS THAN 36 INGHES (c114 MM) ABOVE THE LANDING AND WITHIN A 60-INGH (1524 MM) HORIZONTAL ARG LESS THAN 100 DEGREES FROM THE BOTTOM TREAD N051NO SHALL BE GON5IDERED TO BE A HAZARDOUS LOCATION. EXCEPTION: THE GLAZING 15 PROTECTED BY A GUARD GOMPLYINO WITH SECTION R312 AND THE PLANE OF THE GLASS 15 MORE THAN 18 INCHES (457 MM) FROM THE GUARD. NOTE: IT 15 THE GONTRAGTOR5 RESPONSIBILITY TO REVIEW ALL DRANIN05 BEFORE GON5TRUGTION BEGINS. DAN5G0 ENGINEERING, LLC, 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJEGT ONLY. ANY DISGREPANGY BETHEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, GONTRAGTOR5' BUILDING METHODS, AND THESE 51ONED AND SEALED DRANINOS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, ING. PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION. ATTENTION: GHEMIGAL GHANGES IN PRE55URE TREATED HOODS AS OF DEGEMBER 315T, 2003, GHROMATED COPPER ARSENATE (GGA-G) HILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRE55URE TREATED HOOD ALTERNATIVES HAVE BEEN GREATED TO REPLAGE GGA-G. MANY OF THE NEW PRE55URE TREATED HOODS USE GHEMIGALS THAT ARE GORRO51VE TO STEEL. IT 15 THE GONTRAGTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF HOOD TREATMENT AND TO 5ELEGT APPROPRIATE GONNEGTORS THAT RESIST CORROSION. FOR EXAMPLE, AGQ-C, AGO-D, GBA-A, OR GA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (5BX) DOES NOT. NORST GASE DES I G N PRESSURE TABLE BUILDING DATA WIND SPEED 140 MPH (Vasd 108 MPH) WIND EXPOSURE -- 'C' (FRG R301) INTERNAL PRE55URE COEFFICIENT= +/- 0.10 ENCLOSED BLDG) DE51GN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 0 END ZONE 15 ONLY WITHIN 5'-0' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS (A51D PRESSURES) 140 MPH + 25L P5F / - 34.3 PSF (END) UNLE55 NOTED ON FLOOR PLANS + 25b P5F / - 21.1 PSF ( INTERIOR) UNLE55 NOTED ON FLOOR PLANS GARAGE DOORS (A51D PRESSURES) SINGLE Bxl + 22.3 P5F / - 25.3 PSF DOUBLE 16x1 + 21.4 P5F / - 23.8 PSF g.:�ssm 'rs�:sx DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 i O O N Z Lu OLn^ kO CD Qt~CD Z /IM� (' _jLn �LLLILL^ Ln z HaaL+� 00 H H W_j Lu 3 O O �O U i2 LJJ uj W Lu ui cn O V) J QL Im z m Q O m O w z U QZz � O � 2 V) ZD TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY W11H 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C' ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©M19 LENNAR CORP,-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019- THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION NO. lri10, / 02.11.19 i y a i?01 Cli J,",, Lm Lu �z m J z O J Lu Q w = U W C�LO �N H Q� =N <N W Lu co 2� 00 W :D* >_* w* Z 1-4Ld Q LLi = LL W ❑ ❑ SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 390444 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH SN RAFTER SPAN TA5LE MEMBER SIZE AND SPACING"' MAXIMUM LENGTH MEMBER CONNECTIONS* 2' X 4' 0 16' O.G. 1'-5' (2) 16d TOENAILS 2' X 6' a 16' O.C. 10'-8' (2) 16d TOENAILS 2' X 8' 6 16' O.G. 13'-9' (3) 16d TOENAILS 2' X 10' IV 16' O.C. 16'-5' (1) USP HTUU20 OR (3) 16d TOENAILS 2' X 12' 6 16' O.G. 19'-3' (1) USP HTWO OR (4)16d TOENAILS 2' X 4' G 24' O.C. 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' (3) 16d TOENAILS 2' X 12' a 24' O.C. 15'-4' (1) USP HTW20 OR (3)16d TOENAILS = TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). _= SOUTHERN YELLOW PINE, 55 POP LOADING (1)2 x 4 MEMBER TO BE 5YP"1 NON -DENSE OR BETTER COMPONENT & CLADDING DESIGN PRESSURE (140mph (Vasd = 108mph), enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = Up to 30 feet, Occupancy Cat. II) TRIBUTARY AREA(ft2) ROOF WALL ZONE1 ZONE2 ZONE3 ZONE4 ZONE5 10 17.1 -26.6 17.1 -46.2 17.1 -68.6 29.7 -30.8 29.7 -39.2 20 15.5 -25.2 15.5 -43.4 15.5 -64.4 28.3 -30.8 28.3 -36.4 50 14.0 -25.2 14.0 -37.8 14.0 -58.8 26.6 -28.0 26.6 -32.2 100 14.0 -23.8 14.0 -33.6 14.0 -54.6 25.2 -26.6 25.2 -30.8 125 14.0 -23.8 14.0 -33.6 14.0 54.6 25.2 -26.6 25.2 -30.8 Notes: 1. For effective areas or wind speeds between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2. Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table R301.2(3) of the 6th Edition (2017) FBQ Residential volume 3. Plus and minus signs signify pressures acting toward and away fromthe building surfaces. 4. Table values have been multiplied by 0.6 to convert component and cladding pressures to ASD. FILL CELL STD. 90° HOOK BOND BEAM I 1 ROOF DIAPHRAGM NAILING SGHEDULE USP + + + + + + + + + + +_ + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +-' + + + + + + + + + + + + + + + + + + + /++ + 6 _ (TYP.)+ + + + ++ + + + + + + + + + + ++ + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + O + + + + + 4. + + + + \++++ + + + ++++ + + + + + + + + + + + + + + + + + + + + + + + +++ + + + �J W MUGT15 TYP. GIRDER TRUSS STD. 90o ...... E:7�CONT. #5�.- (.;UN 1. #b HOOK bAh ZA I Ur FL A 1 r- BAR 5/8"O ........ THRU #5 CONT. BOLT FROM 15/32" COX PLYWOOD FOUNDATION OR -1/16" 055 (FOR SHINGLE) H/32" GDX TO HIGHEST IE PLYWOOD OR 055LBOND BEAM (FOR TILE) 2 X 6 (MIN) B.U.0 IDLE LINE BOND BEAM STEP 140 MPH 3 SECOND GUST EA2051A2E *O' WIND ZONE 140 MPH 3 5EGOND GUST EXPOSURE 'O' WIND ZONE SCALE: N.T.S. USP_/ (FOR SHINGLE) (FOR SHINGLE) MUGT15 TYP. R5R5-01 NAILS @ 6" O.G. 4 R5R5-01 NAILS ® 6" O.G. EDGE5 ff 2nd FLOOR +++++ 0.113 NGH NOMINAL D ANK D AMELL OR TERE TRU55 0.13 INGR5-01H NOMINAL HANK DIAMETER INTERIOR/EXT WALL SEE 2 3/5" INGH NAIL LENGTH 2 31a" INGH NAIL LENGTH PLAN FOR MORE INFO �a: (FOR TILE) (FOR TILE) CONT. BASE PLATE R5R5-OI NAILS @ 6" OG d 4" OG ® GABLE END R5R5-OI NAILS @ 6" Or, EDGE5 $ BEARING COLUMN TYPICAL USP MUGT15 TO HTA 20-18 / HTA 20 WALL OR GABLE TRUSS R5RS-OI NAILS @ 6" OG INTERMEDIATE 0.120 INGH NOMINAL SHANK DIAMETER (MIN.) 0.120 INGH NOMINAL SHANK DIAMETER (MIN.) PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION MID SPAN 3 INCH NAIL LENGTH 3 INCH NAIL LENGTH COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW NOTE: FOR BLOCKING/TJI 1) R51R,5-01 IS A RING SHANK ROOF 5HEATHIN6 NAIL MEETING THE 5PEGIFIGATION5 IN ASTM F1667 2) SEE STRUGTURAL NOTES FOR SHEATHING SPEGIFIGATIONS AND WIND SPEED. MASONRY WALL OR LOCATION OF NOTE: 3) END JOINTS OF THE ROOF 5HEATHIN6 SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER. UPLIFT VALUE 4) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. INTERIOR BRG. WALL ��'•�� SECOND RT16A IS BASED ON IF ROOF FRAMING GON51STS OF A LESSER GRADE OF LUMBER, GONTRAGTOR MUST GONTAGT DAN5GO ENGINEERING, TJI PER PLAN S.P.F. LLG FOR ALTERNATE FOP,NAILING PATTERN. OTHERWISE SOLID BLOCKING TO MATCH y # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. USP RT16A USING SECTION @ I NT. BRIG. WALL r 17-8d x1 1/2" NAILS DOUBLE JOIST CONSTRUCTION UPLIFT = 1160# CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE GRAVITY(1000A) UPLIFT(LBS) LATERAL, GRAVITY(100%) 1 UPLIFT(LBS) ILATERAL, CONNECTOR F2(LBS) FASTENERS CONNECTOR F2(LBS) FASTENERS SYP SPF I SYP I SPF SYP SPF I SYP I SPF I MASON RY/CONCRETE APPLICATIONS MASONRY/CONCRETE APPLICATIONS HTA16 - - 1870 1608 710(611) 9-10d x 11/2" HHETA16 - - 2120 1 1781 1 770 1 10-10d x 11/2" HTA20 1870 1608 710 (611) 9-10d x 11/2" HHETA20 2120 1781 770 10 10d x 11/2" 9-10d x 11/2" & (4) 1/4" x 13/4" RT16M - - 1395 1395 115 TAPCON NONE 18-10d & (1) 5/8" 0 A.B. W/ 18-10d x 11/2" & (1) 5/8" 0 A.B. HTi16 - - 3610* 3105* - 8" EMBED. HTT4 - - 3610* 3105* - W/ 8" EMBED. HTT45 - - 3812* 3625* - 18-10d & (1) 5/8" 0 A.B. W/ HTTS - - 3812* 3812* - 26-10d & (1) 5/8" 0 A.B. W/ 8" 8" EMBED. EMBED, 16-10d & (5) 1/4" x 3" DeWalt 16-16d SINKERS & (7) 1/4x 21/4" LUGT2 - - 1550 1550 475(400} LGT2 - - 2030 1750 170 SCREW -BOLTS TITEN 2 (12)1/4" x 21/2" WOOD SCREWS (12) SDS 1/4" x 21/2" & (4) 3/8" x LUGT3 - - 3525 3240 - & (4) 3/8" x 5" DeWalt SCREW- LGT3-SDS2.5 - - 3285 2365 385 BOLTS 5" TITEN HD 8-10d & (1) 3/4" 0 A.B. W/ 6" 8-10d x 11/2" & (1) 3/4" 0 A.B. W/ LT519-TZ - - 1205* 1036* - EMBED. LTi19 - - 1310* 1 1125* - 6" EMBED. 18-10d x 11/2" & (1) 5/8" 0 A.B. LTT131 - - 2805* 2412* _ W/ 6" EMBED. NONE 22-10d & (1) 5/8" 0 A.B. W/ 12" 22-10d & (1) 5/8" 0 A.B. W/ 12" MUGT15 - - 2556** 2556** - EMBED. MG7 - - 2556** 2556** - EMBED. (12) 1/4" x 3" WOOD SCREWS & (4) (18) SDS 1/4" x 3" & (2) 1/2" x 5" RFUS - - 7100 6106 _ (2) FGTR - - 8985 6395 _ 3/4" x 6" DeWalt SCREW -BOLTS TITEN HD EA. FGTR FRAME APPLICATIONS FRAME APPLICATIONS RT7 - - 560 495 120 (120) 5-8d x 11/2" & 5-8d H2.SA - - 565 1 535 1 110 1 10-8d x 11/2" RT16A 1020 895 490 (345) 9-10d x 11/2" & 8-10d H10A 1340 1 1015 1 285 1 18-10d x 11/2" RT16-2 - - 1060 935 410(330) 16-8d H10A-2 1 1080 1 930 260(225) 18-10d x 11/2" SPT22 - - 735 632 275(236) 8-10d NONE SPT24 - - 1090 937 275(236) 12-10d SPT4 - - 875 753 - 6-10d x 11/2" SPTH4 - - 2195 1888 - 12-10d x 11/2" MUGT15+ 24-10d & (1) 5/8" 0 BOLT MGT+ 22-10d & (1) 5/8" 0 BOLT PHD4A _ _ 3852*** 3313*** _ (8) 1/4" x 3" WOOD SCREWS HDU4-SD52.5 _ _ I 3965*** 3285*** I 525 1 (10) SDS 1/4" x 21/2" LUGT2 - - 2260 1900 505(425) 32-10d NONE HTW20 - - 1530 1285 - 20-10d LSTA18 - - 1235 1110 - 14-10d LSTA18 - - 1235 1115 - 14-10d LSTA24 - - 1235 1235 - 16-10d LSTA24 - - 1235 1235 - 18-10d LSTA30 - - 1640 1640 - 22-10d LSTA30 - - 1640 1640 - 22-10d LSTA36 - - 1640 1640 - 22-10d LSTA36 - - 1640 1640 - 2410d HUNG APPLICATIONS HUNG APPLICATIONS MSH29 2865 2200 715 570 10-10d & 4-10d NONE HUS26 2760 2430 2035 1630 - 20-16d THD26-2 2770 2382 2340 2012 - 18-16d & 12-10d THDH26-2 4375 3850 2865 2280 - 28-16d HD28 1230 1057 760 653 - 8-16d & 4-10d x 11/2" HUS26 1 562 1 1342 1 880 1 756 1 8-16d & 4-16d HUS28 4170 3670 2950 2380 30-16d NONE THD28-2 4310 3706 2595 2231 - 28-16d & 16-10d HGUS28-2 4973 1 4276 1 2695 1 2316 1 24-16d & 10-16d HD210-2 2155 1895 1170 1030 - 14-16d & 6-10d HU210-2 2382 1 2048 1 1S16 1308 - 16-16d & 8-10d THDH210-2 9020 7965 4445 3555 - 58-16d NONE KLEG3 (2) 3/4" 0 A307 THRU BOLTS INTO (2) 3/4" 0 A307THRU BOLTS INTO LEGS W/ TOP W/TOP 11980 - 3845 - - GIRDER & (4) 3/4" 0 A307 THRU 13045 - 3845 - - GIRDER & (4) 3/4" 0 A307 THRU FLANGE BOLTS INTO MASONRY FLANGE BOLTS INTO MASONRY 16-16d & (18) 3/16" x 13/4" THDH414 2520 - 1960 - - HU414 3813 - 2015 - - 12-10d & 24 1/4" x 2 3/4" TITEN 2 ( ) / / POWERS TAPPER+ * CAPACITY FOR CONCRETE APPLICATION. ANCHOR BOLT REQUIRES MINIMUMS" EDGE DISTANCE ON CONCRETE &SETIN SIMPSON SET XP EPDXY ** MASONRY APPLICATION. ANCHOR BOLT REQ4"EDGE AND 20"END DISTANCE INTO TOP OF FULLY GROUTED CAPACITY FOR UIRESMINIMUM23/ CMU WALL & SET IN SIMPSON SET-XP EPDXY *** CONNECTION MOUNTED VERTICALLY {) INDICATESVALUES FOR SPRUCE PINE FIR(SPF) NOTE: DO NOT DRI V E NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x - 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x - + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber N.T.S. ` (Not required if both loaded equally from above) 1 ' 4. Filler blocking ° 1/8" min. )Small gap 2" min. 2„ TYPICAL HUS INSTALLATION TYPICAL RT16A INSTALLATION 4" MIN. EMBEDMENT O SEE SCHEDULE FOR SIZE AND QUANTITY ° OF FASTENERS 6 O d d 6 O � O O 6 6 6 6 O 6 O d d d �®a ovop x_. x .., p 99 pP d d d d - Hangers with side nailing. d ® d OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER Birdsmouthuth cuts. d d DOUBLE JOIST CONNECTION top flange us. - . N.T.S. o Under 2nd floor column w/ loads N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR TYPICAL HTA 20-18 / HTA 20 SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall INSTALLATION TYPICAL MTW INSTALLATION BEARING Use 3" (11 nails at 6" o.c. Required on interior walls : - for vertical load transfer �,,-- Plumbing Vertical load transfer =1900 If max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists P 9 9 meet over wall, or wall stacks directly over wall or , TABLE RW5.1.1 Load bearing wall must stack beam below 1 UERL,AYEiT TABLE *Non -stacking walls over squash=20 blocks and blocking aand wallorbeam below." 4-- ' require additional wall or beam below.0 Joist I RQ$1S1o4:2ar#t _ consideration. Check Roof Slope 2:12 and I Undorlayment ( Undarfa meet When joists meet over wall, provide Roof Covering Section Ornate I local building I Joist can be offset esa'h °4 `f2 Used yrmt A' acfrm j A code forappropriate 1/16" 1 3/4" minimum bearing for each. I Utry uto 3" to avoid»,»»..,...»w.,,.....»....�.,,_,_..»__ .»._.,_.»...»-».._.»..,_ .:�..1"........_ details in One 10d box P k- areas=20 of high or--20 sinker vertical plumbing STiy1022 0 Tye 10l 11 1 's AS D226 Type It ASTM D4869 Tye II, i11 or V , ASTM E14869 Type IV € 2 lateral load. nail each side 3" max j1 Asphalt shingles R906 2 ! € I IASTM D8757 ASTM 06757 = M., », at bearing. JOISTS OFFSET i�� F ASTM 7`0 1 , ASTM 70 ) 3 N.T.S. 1.,,.... ,.... ,......». -µ ,.�.,. .. .. ... w....,,,.,.�.,....uu......�,.,w.�.wur».. ...».,.. �...w » »,.„...»... Concrete and Clay Tile ' �ee Section iT9r35,3 3 Provide adequate bearing I R906.3 for each lapped joist. Use 1 OdxY nails at 6 o.c. for all joist ., _...... .. » _..--- ---- __, ..»._....,»,, . ».,, .„........... ..... .. _ _..,,. blocking panel "`Non -stacking walls ASTM 13226 Tye I w II ASTM L12 Tyler It Squash block 10d nails require additional consideration. Matal roof a IrL laa AST t D4� 9 Type H., III or IV 1 2 (2x4 minimum) SECTION @ INT. BRG. WALL IST49Type IV R &4 ASTM D6757 I Bearing wall, Versa -Lam LVL or N.T.S. AS'-M D1470 3 I ASTM 01970 3 Glulam Beam XSTM D2.26 Type 1 or I I Minera lr � d roll I ASTM D2: Tye #) I 1 ASTN4 D4869 type 11, III or IV 1 1 2 9 roofing ASTM 4 d9 TV I gg Ki NO HOLES EXCEPT „ ITI i E`� 7`5�` ( 1 MINIMUM SPACING = 2x GREATEST Backer block (12 wide min.) R9it6, `, ........ ...,,,,, ...».,., .,,..<�_ ».......� _v..... .. . ........ .� ,.,.,,,. ,,,.,,» ........ .......�- KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE Nail with 10-10d nails. i' Sg1i D11970 � � ASTM D1970 t IN BEARING ZONES Install tight to top flange. - -- - - 1 (see table below) Illih (KNOCKOUTEXEMPTS) U ASTM D226 Type 1 of 11 i 1 Slate and slate-4 ASTIA D226 Type II (see table below) ASTMD4,%'9T I1,MorIV I 1 I 2 1 DO NOT cut, notch Joist hanger shingles �1 �;106Y 57 i € ASTM ��4 Type I�? R990 6 1/8" gap max. 4 max. ,z 4 \ Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max 2 • CONTRACTOR TO PROVIDE 2 TO FILL THE HEIGHT at 12" o c clinched when ossible Sta er rows from o osite required when Indlcated or Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate O BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5- d 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 BCI60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11- /8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d or drill flanges I ASTM 014,x 0 I 3 ASTM D 1970 ! 3 ., Wood ShinglesASTN1 D2.28 Type I or II 1 ASTM D226 Type U i 2 R90 >7 ASTM I �48t 0 Tye I1. ill or I '. A, --',TM 04&,19 Type IV` I A 1%" ROUND HOLE MAY 6' 6 ' 6" DO NOT CUT HOLES Filler block. ,,. 1 id shakos 1 L'€€rTrsted to cool I fId D225 Tye I. I I BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1y2" Nail with I-lo 4:12 atl I 2 THE WEB. PROVIDE AT ROUND IN 10-10d nails. ; R90 8 ASTM D4W9Type R1 Greater I LEAST3" OF CLEARANCE CANTILEVERS. Backer block required where top..,...._ ........................................._.._... _.__._.. _ __ _._.%.,,.,............._......................__._. ___.._.-__ ... .,..__.. _:._. ... _... FROM OTHER HOLES mount hanger load exceeds 250 lbs. I ASTtaFI 020 Ty I r 11 1 j x�T3 D220 fy11' 1 MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" Install tight to top flange. Metal roof panels I AS Tt4 048,69 Type 11, 111 or I%x I AST&I l Fri t Type' IV 2 �.'. S o. :.?s<.ss 'l'-1 ` :.u•,,::::. 'I"- 1 'I'-2" .�1'F�'ri� 1-3` 1-3` a 1 7'° 1i 34..£�f. I" -I Ir. I° s p.�,,y�. .2'-4 >. 2' 3- ::�,KyM. 3-7'� +fiy 1C fl 12. 41..:,- T'-2'-2'-3°-4'" 2-11"=7 4-2 4'- 9-4'" 16 .l, .I,_.1,. .1,-2'" 1'-2" V-7"a 2-5" 3-Z' 3i40„ 4-9 5-7 4" 7_2. 20 T -9* TI 1. I' .l .Z' 2-0" 3-9` 4-O 4-1I0 " 24 I 1,. V-1" T-2 1. 3" 2'-6' 3 7" 4- 5-190 7" 2' B' 4` 9Z 10-7 757 A_T N, .w•J1.?. I I 1 ASTM L31970 1 3 ASTM 01970 1 3 1/4"-2"gap - I A511si D226 Tye 1 aft 11I ASTM D229 -Ty pe H I Photovoltaic Shingles ASTIfu1l D4 39 Tym, II, 111 or IV 1 I AST 0 04869 Type IV 2. I om. l7 ASTM r0 aa7 ASTtA D9757 R Backer Block n n n n 1 ASTM D t970i ' 3 ASTM D1fi70 ? 3 TopMount Face Mount >,_.�»»_ __ ..._......»_....»-a._. ___ _.. _ - .-_» _.......__...-..»_...»»............ ...-.............. NOTES: Backer block shall be tight Backer block shall be tight sfaarnraat era'°` 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with f. rdrnr€ Oran, t, tea as 21,=a s rrT _r_. € r rLzsrsr prat I. 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 e z� b z sr>r >` 00p >A rrrar;rWa mere M"t �sa1'Aei W any' aaarilrtq at e nave%, tas wgWenw 2a OOW ri wan9 staml a, the nave' aJ>36- ( ) (DEAD) flange. flange. Imh*de ; 1€ 4 mm3 ) si*ets r Ir sage r 0v,U t pv fts e anriz`a si�a.r " 1£ a nas <4e nu t; d tape nt €€ be 6 W,,Oas sne 0,'A d of ar by e f t. The 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. sn,lnrda5rrmm.szinl€ ba m nst >, a na¢rLrMa dnci ssts %sinmas .ait1 srw cantarnr4 it thn it n(trrn srrnnk W::a nTrArhcoso fnsars. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS Web stiffner as aaa ,lnrr f IrT a5 t1s r;resa a.. as onerow W the are aitata Wpm fasfaraa 6 ,152 T1"n.. il bt aliftOmdfi€ or THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger passe ,plea nabs With 3 r:W1WW rw &kmetr: of PO than 1 imb, mega ,Ce Me! rive s fnra,�o"a of oot Ielm than 32-gage rheet rneW,, 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 r,a & •,:e v� sratl f ", a nswdr um okknars "sf 6.0tto" emir M€nknw, t11 Ones of ouW&- edge 0 oaadeps 00 bt o 0315 kKb The nip n0 lowdkgin: € 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height tm m?, ass Er an (100 >r0, fm rlr r1 nil is 8nfJ 0.0I €riot fnr � rW0s sb; f ap n fs- cep P&A ebwk Sri hakm L, rtngm awffi kmt v ,:'"eUve MEMBER CONDITIONS. requirements 1"e m"gt, be "I �,wa0vq srva tmii,ar%ftttotoaleeoofshaaMr g. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF w Roof slope, "V roL= 0ts vaf ' m f« mifa hW1z<e, ,w 33•pwoent Oopel or rmwer, uncle ,rymeAt a tw, sp;,*ed shavdo err.pwom to Bend stankrg THE LARGEST HOLE. .6 X Joist from file eezve reed % P 4 dra txr t611 r ;, arid bps shal � imh ark strati afte by C- feet. The t radarlsyrnrrxf shed fa a nstlabie msa a 1 „ p depth aft, tee s zwe e TO �r �n ". d w iha at3a�t �r � tr �suirr 1 ra f tstenr npo"'I rg �1 <� dtl Ot a t 5 plexus) d.c":., ark r MW W ft end a1W rewraps 7. 1/ ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 6 s , ,,: ,;; , :Jt:aaras�, t, watt dam. a€ ar irx : rr ;at or ptaa€rw eat rafts A'I r a 1r.1smemi cap tfi mMer 01 Tad fnas &tam wb0h. k' AfAM:,apl "#rail 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER 00 odw: a blsWr "rf esW Its V;aka st 1;e t 1a€. poft'l d even €`' aiM sits si=, i Aw a rain€,,* m €iric€x �a of 10 ID pleb. 41�= tb€e1�msa of P* UP OR DOWN. tnxWee, olge .0 Wan°, sapn s="O be, a.vn� tnch.. The > ap rmp streM dealt bAe mr, ;ass &�:ane 6.0,33 140 for eng shank yav noft ar4 6 =0s1 li f for sTMo% 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS "'�Fni: nap naits. ,"Wiens€€ silan: S"e Ixnua a Bog h swffai,-M leor not Ion titan Vs t b Inca ae rt"ci aitrstrr,�. PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE 3 ftw Mo,,mle floes Nvo i.m4s verfl�it 12 uilas d,,ork "tat 17.r:Vme t seal.) a er g antar, Tine e 9,m and del k Ilea. as moats) 'Or" an kl4vV POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALL SOFTWARE. _ e �mqs mi�o ar ar�x....0 wton ee" 13G 8;Y r5 wasp,,�'r; AIM ASTM D'*r * =anl� dr • :. a�. naxs o 1."M bol, MM mkft Trm,", I it,m a Wz rrtar'a am, M? J 01 STS BUCKETS „ ni ft,� r Marian. tovf vem, 00 €wffl>gax oftn end � atw en-vw%e fw fbe rwI oxanr6 to be r,alait 'd HOLE CUTTING CHART N.T.S. Exceptia€r At roimum 4 li'm£ V'We >,qre ; nos k t - "Al e?eR, -catft n m I } r C S,Nn r3`w 3 mr* ,e .vPP*ft -,A 1 ASTM D1L970, Insta T' in n .cnr t.., xa 44",b the -mA"w a> wffra §nStmz"U"m for =:t r dmw m":tech)., stln€1 In a e wmr tx � Na races k'jft r% An eppfmmd lm dwtrye3;0nt In N.T.S. awcrrdinnc:a WW" TabwFie:. w 9 e fez The a peke amf rz o sf,,ml s1 k I ovw ,r a pt. m vud nvax khm 4 er dg saw (102 mm rnambc?sne safes. r DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoenginee(ng.com CA 25948 o 0 N zG C.)M 'COD O^ Z (� M Q�JLn aLULL^ z � }� a M �U�Go H Q H WWCD Lu J O O ko U 0t LU LU LU LU LU CL O V) V r- J Q 1 Iry V) LIJ Q 0 C0 Q H m 0 z LU 7Z L ,QQ' 0 (� � CL V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WfrH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFFER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ©2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION 4 033 / 92 11.19 y ' A J br�"$��rea�i�11"25 �K Cite C� L� w O m J z O J Q LU Qf = U W 0 Q04 SN NdN W wC0 _1 r000 LU w LZ-wj Q Lei = Lei fie^' Lci V L") C� H-rL EL_ a_ ❑ ❑ W SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 390444 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH SNI INSULATION REQUIREMENTS LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFt FACED R-30 BLOUJN- IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING CONDITIONED CEILING 5/8'OR 1/2' HIGH STRENGTH (UN.O.) W/ 2-16d TOE NAILS e EACH END (INSTALL BAFFELS AT EAVE) (OR V GYP. TYPE 'X' '• GARAGE W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT REFER TO UNDERLAYMENT TABLE ON SHEET SNI GARAGE SEPARATION R_il/R-13 KRAFT FACED CONNECTIONS. PROVIDE (1) USP HTW20 WHEN 1/2'OR 5/8' HIGH STRENGTH BOARD FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: (GARAGE / LIVING) S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW (UND.) (OR 5/8' GYP. TYPE 'X' g TRUSS BOTTOM CHORD OR 2x4 (2) LAYERS FOR 2.12 < SLOPE < 4:12 8'x8'xl6' NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-16d TOE NAILS (l) LAYER FOR SLOPE >_ 4:12 6 EACH END PRE ENGINEERED WOOD TRUSS • 24' O.C. U.N.O.3/8' MORTAR BETWEEN COURSES USP 5FT24 2'x S.P . (OR EQUAL) STUDS • 16' O.G. U.N.O. ABOVE) 12 CONNECTOR S.P.F. DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT (TYP) VARIES HURRICANE ANCHOR 9 EACH TRUSS II II - II �� USP SPT24 CONNECTOR CONNECTIONS. PROVIDE (1) USP HTW20 WHEN (SEE UPLIFT SCHED.) W/ METAL PL. I II ° ° ° 1/2' CDX PLYWOOD OR 1/1V O.S.B. (1) ROW 2x BLOCKING s MID HGT. FOR WALL L JI __JL___= __JL___= _____JL_________ TRUSS ALIGNED WITH STUD BELOW UNDER EA. TRU55 ,r----------------------- --- SHEATHING REQV- FOR ALL HGT. < 8'-6'. (2) ROWS 2x BLOCKING m 3rd 1/2' GYP. WB. MIN, • GARAGE SIDE i n ii u u n i n ii i1 u n EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT. > 8'-V, IF APPLICABLE OISTURE BARRIER 1 11 u 11 11 a 2'x S.P.F. (OR EQUAL) STUDS a IV O.C. U.N.O. IN5ULATICN B 11 11 11 a INDICATED ON THE PLAN. ATTACH (1) ROW 2x BLOCKING • MID HGT. FOR ROOF COVERING -----_ L =__ _JL---------JL-- _-_JL _-- SHEATHING W/ Sd COMMON NAILS • SEE THIS BHT FOR INSULATION CHART i/16' 0.5$. MIN. (FOR SHINGLE) OR 19/32' 055 r---------ter— -----------�r---------�r--------- ii a II II WALL HGT. < 8 -6 . (2) ROWS 2x BLOCKING SEE THIS BHT FOR INSULATION CHART (FOR TILE) SEE ROOF NAILING SCHEDULE ON 1 11 ° ° 3/6' MORTAR BETWEEN 4' O.C. • BOUNDARIES, V O.G. • 6 3rd PTS FOR WALL HGT. > 8'-6'. SHT SNI 8 x4 xK6 NOMINAL a ii n u , , , , BLOCK WITH 3/8' ii II li SLAB BLOCK EDGES, AND • 12 O.C. •FIELD USP SPT22 CONNECTOR USP SPT22 CONNECTOR 5/J8 x 10 J BOLT • 24 O.G. W/ ELEY. VARIES L --- ---JL _—___— _----_ -- 24 X 3/16' PLATE WASHER (TYP.) r---�r----- �r---------�r-------- �r------- —ter--- - MORTAR BETWEEN u u n = u 5/8'0 x 10' V BOLT • 2x P.T. BOTTOM PLATE COURSES CUT TO 1 i� �� I' 5/8' OR 1/2' HIGH 1 11 u u n - u 24 O.G. W/ 2 �x3/16 2x P.T. BOTTOM PLATE 2' 6 x 6 WIA x WIA WWF OR P15EWESH STRENGTH CEILING ALUMINUM SLOPE. I ii i1 11 _ 6 x 6 WIA x W1.4 C3 I/2' MIN. DRIP EDGE L — L_----- L---------JL—___----JL—___ _—JL---_ ELEV. 0 -� PLATE WASHER ITYP.J BOARD PER CODE (OR 1 u u u d a AFF. WWF OR P15EWESH — ALUMINUM FASCIA ELEV. -0 -4 1/2 L-____----JL_---JL----- __JL_ ° Z 3 I/2' MIN. 5/8' GYP. TYPE 'X' u1 -- - ° ° GARAGE WIA HABITABLE 2x SUB FASCIA A.FF. °_ 0 4 ° ° F- — — - — — — — — ° " 12 .O, d d' °"p 4 .. ELEY. -o -3 K/2 " �D — —D— T �D= — D °D. 3 1/2 (min.) TO 4 ROOM ABOVE) 2' VENTILATED ° d: ° ... a °a d ° d °' .. ° d a AFF. O ° W/DRYWALL SCREWS m i' SOFFIT d 2x4 GONT. ' °. LL — - — — — — ° ' \ 3 1/2'(min.)- 4" 3 1/2 (mirl!�jTQ d° d O.G. CEILING E 8' O.C. ° ° - g. ° b ° • \\ \ \ \ \ \ \ / 6 'MIL VAPOR WALLS 8 x8 X16 KNOCK -OUT �'. 1. I ° e o °' d 3 1/2'lmin.) - 4' D S THIS BHT FO BLOCK W/ 1*5 CONT. ° GARAGE DEPTH VARIES °' ° \ /\\ \\\ 6 MIL VAPOR (2) 05 CONT\\/\ BARRIER SEE FILLED SOLID ° d ° //� /\//\//\ \ BARRIER 4° 1 -4" 8" INSULATION CHART a \ /\ /\ / MIN. W/GROUT ° tr ° �. (2) *5 CONT, U.N.O. lx2 P.T. HORIZONTA S' C.M.U. TYPICAL 4" 1'-4" 8" NAILER TYPE "S" MORTAR U.N.O. MIN, ,4�.TERN,4TE T�'1=IC,4L, �3E,4RINC$ STD. 90°HOOK (SEE DETAIL) ARCHITECTURAL �,4R4GE SL,45 ,4T STEP T`T f=IQ4L 5E,4RINC; W,4LL e STEP K"C,�W,4LL e 5TEP W10 5HE,4R W,4LL CC SEE THIS SHT FORFIN15H SCALE: 3/4'=1'-O' SCALE: 3/4'=1'-O' S3 SCALE: 3/4'=1'-0' S3 INSULATION CHART 53 Ix2 PT WD FURRING 9 24' O.G. 1/2' GYPSUM WALLBOARD UND_. (1) *5 VERT. IN FILL 2x S.P.F. STUDS 9 16 O.G. CELLS (SEE 2x STUD 1/2' OR 1/16' 055 MIN. PLYWOOD SHEATHING LOAD BEARING O FOUNDATION PLAN I I NAILED W/ 8d COMMON NAILS 9 4' O/C lx4 P.T. BASE NAILER FOR LOCATIONS) EXTERIOR WALL 8' C.M.U.BOUNDARIES, W O/C EDGES, AND 12' O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING 9 SEAMS. ��`�" 3 1/4' BASEBOARD J 4'x4' INSPECTION I I 1'x P.T. STUD lU ROW 2x BLOCKING •MID MIN. 2500 PSI CONG. SLAB m (2J ROWS OF 2x BLOCKING • MIN PSI MAY VARY PER PORT AT EACH ry 2x SCUDS • 16 O/C / HGT. FOR WALL HGT. _< 8'-6'. MUNICIPALITY. FILLED CELL SEE CC/53 OR *5 VERT. IN FILLED CELL THIRD POINTS NOTE: E THIS SHT FOR INSULATION CHART �J�'s (2) ROWS 2x BLOCKING ®3rd TYPICAL G/$3 FOR ANCHOR SEE SECTION C/53 FOR I 5/8'x6' 'J' BOLTS PTS FOR WALL HGT. > S'-6'. CONCRETE SLAB 11/ 6X6 NOTE:EXTEND BOLT INFO. BOLT • 24' O.C. VERT. SEE THIS BHT FOR INSULATION CHART i/8' STUCCO FINISH PER ASTM C. 926 APPLY ADDITIONAL INFORMATION W1AX111.4 WWF OR IF15ERMESH' - OR 5/8' x V EPDXY 3 LAYERS W/ TOTAL THICKNESS 1/8' OVER 1/2' GYP. WB (MIN.) 9 GARAGE DECO FINISH 4' to METAL LATH. FIRST 2 LAYERS 3/5' THICK CONTINUOUS TO FOOTER BELOW c30°NOOK DETAIL SIDE IF APPLICABLE. 6' BELOW GRADE I BOLT USP 5PT22 CONNECTOR •USP 5PT22 TYP. 5/8'4m x 10' 'J' BOLT • 24' O/C W/ 2'OX EACH. 3RD LAYER 1/5' THICK (SEE NOTES IN 'a K.O. BLOCK 5/5"0 EXPANSION BOLT 624 ' O.C. - SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.) 2x P.T. PLATE 3/16 PLATE WASHER TYPICAL 2x P.T. PLATE W/ 7' EMBEDMENT (MIN. SHEAR SP SPT22 9 EA. STUD 2f0" MIN. LAP 3500*, MIN. TENSION 26000) / / I ASSUMED FINISHED MIN. 2500 PSI CONCRETE SPACE ANCHOR BOLTS 11 11 n 2X P.T. PLATE S REINFORCING GRADE SLAB W/ 6 x 6 w 6 MAX FROM END OF 6 x 6 W1.4 x W1.4 6 MIL VAPOR-,/ \/' z WIA x WIA WEEP SCREED INSTALLED PER * BAR n 2' x PLATE WWF OR F15ERME5H *3 OR 4 REINFORCING BAR BARRIER 4 \\ MONO OR STEMWALL — — — —_ — — — — z WWF OR IBERMESH MANUF. 4 FRG SECTION R103.12.1 w —° , . #3 #4 LAP SPLICE -- °—=--- °. --- � // ro • • \� N FOOTING MONO SHOWN D p °D ° \ s D F - 4IDks1 COMP. SOIL. (COMPACTED \ FOR CLARITY ° D I a-� ° _ ? m D D TO 95% MODIFIED // / /\/ \ ° D °D \ \ \ \ -- ° � FINISH GRADES PROCTOR ASTM D1557) ,� ,� ,�\ ,�\ D D D ° ° // // // \ m / , // / D D -/\� o • ° \ \/\\ — NOT 3',,MIN. GLR. STD. 90°HOOK FOR BEARING WALL g \� N 6 MIL VAPOR BARRIER / ;. ° \\ \\� - *5 REINFORCING BAR R 1 i/8' /�/ #5 LAP SPLICE (2) *5 CONT. /� //�\ 6 MIL VAPOR l2 3 CHAIRS TYP. UN.O. 4' 1.4° (SEE DETAIL) W/ UPLIFT ONLY / \ \ \ \ \ \ \ \ \ \\ / • D // //\\ �' z , COMP. SOIL. (COMPACTED T � D ° \\ \ 3�' MIN. LAP ON 3 )CHAIRS 8' K -4' 8' BARRIER TYPICAL uJ,4LL SECTION ,a, \ /\ �\ /\ /\ / 95% MODIFIED PROCTOR AS ,� (TYP SCALE: 3/4' = 1'-0"5�) ` S3 E�',41„�E 1,U,4LL. TO C.M.U.G1„CU�U,4LL CONNECT IOi�I D *6 REINFORCING BAR � STD. 9,a°+400K SEE TYP. WALL SECTION FOR SCALE: 3/4'=I'-O' S3 41I 11.4' #6 LAP SPLICE T1'PIC;AL INTERIOR ADDITIONAL BLAB INFORMATION. TI'PIQ4L E.XTE.RIOR FR,4''IE W,4LL fOOTINC KO�E�� RE5,4R DET,4IL5 SEARING WALL W1 UPLIFT NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT 13" BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE: 3/4'=1'-0" S3 SCALE: N.T.S. 53 SCALE: 3/4'=1'-0' S3 ADDITIONAL SLAB INFORMATION. PAVERS O.H.D. RECESS z m� " 6 X 6 WIA x WIA WWF OR F15ERMESH . d d - — —_ a— 4-. tt GRADE III=III=1I 4° — 6 MIL VAPOR I BARRIER I I=1 I I °_' . :� III —I �I II I II I •. II I IITI� fo MIL VAPOR SEE A/$3 OR J/$6 111 1 1 � 111 111 I I I 11= BARRIER 4 N /S„ FOR REINF. INFO, 3' MIN. CLEARANCE MIN. V 1'-4' (I STY) 1/2' GYP. BD. 1'-8' (2 STY) lU ROW 2x BLOCKING • MID HGT. " HOLD GYP. BD, TYP I C,4L T�4I CKENED 5L,45 EDGEKL FOR WALL HGT. s 8'-6', (2) ROWS P.T. 2x 2 I/2' FROM SLAB SCALE: 3/4'=1'-0' S3 G;AR,4GE DOOR SLA5 RECE55 J,j 2x BLOCKING • 3rd PTS FOR INK I N CONT, BEAD SEALANT SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53 WALL HGT. > S'-6'=0 2X STUDS • 24' O.G. U.N.O. ADDITIONAL INFORMATION. BLOCK WALL BEYOND -3 1/2 INTERIOR CAR>4CE IF GYP. WB (MIN.) •GARAGE SIDE � � MASONRY WALL AND MASONRY WALL AND RI 1F APPLICABLE. 13 - _ I PAD FOOTING PAD FOOTING RECESS FOR Sj3D. 6 x 6 WIA x WIA 4 1/4' DIA. X 3 1/4' TAPCON5 m 24' EXPANSION JOINT O.HD. RECE55 �„ I I/2' GYPSUM WALL50ARD�UN.O. EXTEND FILL CELLS 2x P.T. PLATE W/ DRYWALL SCREWS • 8 O.C. > SEE PLAN WWF OR FIBERMESH O/C 4 • 6 MAX FROM END OF 2 x CONCRETE NAILS W/ 11/4 8 MASONRY WALL TO FOUNDATION PAD PLATE = = SEE THIS SHEET FOR INSULATION CHART l x *5 CONT. ON 3' EMBEDMENT 9 12' O.G. STAGGERED, MAT REINFORCING. ° M .-''° d . FROM BOTTOM PLATE TO CONCRETE (MIN. 6 MIL VAPOR �* j T - — CHAIRS (TYP.) 6 x 6 WIA x WIA M 1q d = SHEAR 180*MIN. TENSION 120*) 2' CONT. BEAD SEALANT CONT. FOOTING STEEL N WWF OR F15ERMESH j / . j %' BARRIER a° \ W CONCRETE SLAB--,,,,,C 6 x 6 WIA x W1.4 \ \ - / d 4 WWF OR F15ERMESH /� /� /� 6 MIL VAPOR m D o D. \\/ a d. - =a- -a — —: — — z z \\/\\ _Lu • /\\/\\/\\' rn / a BARRIER / / - • 6 MIL VAPOR T , a_ _ m 0`- w ° \\\ /\\� �\ D • \ /\\/ / // " - \� BARRIER r- �, T � � \ ' i .' a a — — _ — — — o o L" i\\ • • • • _ z a � \\\ 6 MIL VAPOR SEE A/53 OR 6 MIL VAPOR OTING r i\� r\ r / BARRIER J/S6 FOR REINF, 3 MIN. CLEARANCE BARRIER SEE A/53 FOR , ///. // // RE INF. INFO. 4 I - 4 8 0 1 _ A ° INFO. \. \ \ • •, \\/�\\ \\\ \\\/� / \\i\\\i`� BEYOND OPTION $1 8 14 8 P-4, (1 STY) PAD REINFORCEMENT //� 3 MIN. I -S (2 5TY) (SEE SCHEDULE) SEE TYP. WALL SECTION FOR11411,41FOOTING WIDTH CLEARANCE ADDITIONAL SLAB INFORMATION. TYPICAL INTERIOR 5EARINGSEE SCHEDULE 5L,45 STEP 4 RECESS @ S.0 .D.rmWALL W/OUT UPLIFT �� Cr,4R,4GE DOOi� 5LA5 RECE55 J INTEfRIOR W,4LL 5L,45 5TEi= NON— 3RC�, K P,4T10 COLU1" IN fTG. DET,41L N SCALE: 3/4'=1'-O' S3 5EE TYP. HALL 5EGTION FOR SCALE: 3/4'=1'-0' CJ3 ADDITIONAL INFORMATION SEE TYP. WALL SECTION R SCALE: N.T.S. S3 SLAB INFORMATIOSEE TYP. WALL N. FOR ADDITIONAL SCALE: 3/4 =1-0 53 SEE TYP, WALL SECTION FOR SCALE: N.T.S. ADDITIONAL 5LAB INFORMATION. ADDITIONAL INFORMATION, 53 .......... �y ................ .................. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 o 0 N Z W off^ 00 O^ z M Q� �wL� Z¢ 00 t-H WW� J O O U L w W Lu LLJ � V)_ V) J Q m fy V) LLJ Q 0 co m w O Z � Z � V) 0 � CL V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE"C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.I8) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. 02019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. cOW19 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1•03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSIQ2.11.19 w O ca z O w 'w 3 U W i� LO >_ QN W wM _� > OD W �* �* w* Z Q LLi = lii ^1 W C9 W ❑ ❑ SHEET TITLE: SECTIONS, DETAILS, & NOTES (MONO) SHEET INFORMATION: JOB NO.: 390444 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S3 O O 00 L0 REFER TO UNDERLAYMENT TABLE ON SHEET SNl 5/8° g° FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: - - - - - - 12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 I�� VENT FLOOR❑ (TYP.) SEE ELEV. (1) LAYER FOR SLOPE > 4:12 O 2N VERTICAL JAM SO I AREAS ARE SOLID EA PRE-ENGINEEREDAREWOOD TRUSS S° 24 O.C. 5/VDIA. x 8' J-BOLTS AT 6-3/4', 41-3/4',11', AND 96-3/S' ABOVE STEEL AND GROUT ❑ 11 STEEL AND GROUT UPLIFT CONNECTOR (SEE SCHEDULE) 1/2' MINIMUM CEMENT FINISH TYPICAL CMU. WALL GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 INTERIOR ❑ SAW GUT TO 10 1/2' SAW GUT TO 10 1/2' FULL Sx8x16 BLOCK DOUBLE 2x4 S.Pf. TOP PLATE STANDARD 3' DIA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT WALL ❑ ❑/S' STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS THREADED 3' DIA. EXTENSION 3/4' FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. ❑ W/ TOTAL THICKNESS/8' OVER METAL LATH. FIRST 2 I/2' GYPSUM BOARD HORIZONTAL JAMBS DO NOT TRANSFER LOAD. DOOR OPENING DOOR OPENING POOR OPENING-� LAYERS 3/8' THICK EACH. 3RD LAYER 1/8' THICK (SEE W/ DRYWALL NOTES IN SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.) SCREW OFF CAP (3' DIA.) SCREWS 8' O.G. OR _ WALL ❑ ❑ ❑ CRICKET AS FOR GLEAN -OUT 4d DRYWALL NAILS a EXTERIOR ❑ a ' DOOR STOP WALL REQUIRED a A MOLDING ❑ ❑ ❑ USP SPT24 g EA. STUD MIN. EXTENSION FROM EXTERIOR GARAGE 1/2' EXTERIOR GRADE DOOR - - � - - - - - - - - ❑ - - - - - - - - - SHEATHING FASTENED TO FACE OF BLOC WALL IS 1 1/2 MAXIMUM EXTENSION FROM 1ST COARSE 2ND COARSE 3RD COARSE TRUSSES WITH Sd COMMON WIRE EXTERIOR FACE OF BLOCK WALL To DRAIN 2x6 P.T. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS a 4' O.C. BOUNDARIES, 6' BLOCKING (TYP) IS 2 1/4' o O.C. EDGES 4 8' O.C. FIELD COARSE BELOW. EVERY THIRD (3RD) COARSE THE II' DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2x4 PT STUDS e 16' O.C. UJ,4LL CLEAN-CUT ,� M,450NR-1' L.A�OUT D CAi RIER/GIRDER TRUSSHlP SCALE: N.T.S. CJ�„ DOOR CRACK W/MOUNTING ANGLE SCALE: N.T.S. S� USP WTA20 ° 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�I'PIC,4L SECT ION �'�-IRIS I,UINDOI,U TYPICAL GARAGE DOOR SLICK K 8'X8'XI&' KO. BLOCK W/ (1) 05 (SEE SCHEDULE) SCALE: N.T.S. CONT. AND FILLED W/ GROUT S� (U 05 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN KO. BLOCK REFER TO UNDERLAYMENT TABLE ON SHEET SNl ALT. KNEEWALL A50VE MA50NRY WALL DETAIL E FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: 12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 SCALE: N.T.S.Cj (l) LAYER FOR SLOPE >_ 4:12 KNOCK -OUT TRUSS BOTTOM CHORD OR (TYP) SEE ELEV. BLOCK W/ "5 NOTCH LINTEL WHERE REQUIRED -7 2x4 BLOCKING W/ (2) 16d TOE PRE-ENGINEERED WOOD TRUSSES g 24' O.C.7 FOR CONCRETE PLACEMENT NAILS 9 EACH END UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. *2 TOP PLATE 2x S.P.F. STUDS 9 16' O.G. CRICKET AS REQUIRED USP SPT24 ° EA. STUD 1/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH Sd COMMON BLOCKING (TYP.) WIRE NAILS ,@ 4' O.G. BOUNDARIES, 6' O.G. EDGES 4 8' O.C. FIELD :. OPENINGS GREATER THAN . „ D. ON - OPENING VERTICAL. - •.-LOCATION��■■ �IIII I_III� ■■IIILINTEL III■■ �IIEI lll� ■■III lil■■ �Ilil I�II� ■■III III ■■i�i III■■ �IIII IIII� 2 x BUILT-UP COLUMN DOUBLE 2x TOP TOP SPLICE �• u PLATE °°°° 18-10d NAILS 2 ROWS 10d 3' O.G. 114 NAILS TOTAL) 2x TOP PLATE ° °° ° , ° 2-16d NAILS a 24' O.C. OR 2 ,yjj ° ° ° ° EQUAL TO TRUSS BOTTOM 2x CRIPPLES m 16' O.C. j» N 5/8'DIA. X 12' EPDXIED ATR CHORD OR BLOCKING r4No W/ MIN. &' EMBEDMENT �C lod ° 8' O.C. O.C.MAX.. STUD 24 O. 2x BLOCKING 9 EACH END W/ 10d �jST qN�F PROVIDE PAP. NAILS OR m 4' O.C. FROM EACH HEADER 2x P.T. PLATE EQUAL m 12' O.G. FACE TO BLOCKING Y,o STAGGERED FROM SOT. SEE A/53 FOR (2) 2x HEADER PER PLAN NOTE: o UPLIFT= 31810 (SYP 02) r 3105 (SPF) PLATE TO CONCRETE REINF. INFO. PLATE LENGTHS MUST BE ` a . o VARIES 2x BOTTOM PLATE W/ (1) 10d �' S' O.G. TO EACH HEADER FACE AT LEAST V -0' LONG. (TYP.) a a BOTTOM SPLICE NOTES: TYPICAL INTERIOR NON- OVER STUD 1D FILL LINTEL AND ALL CELLS ABOVE LINTEL. 2 X �O (MIN.) FR,4M USP HTTI( N NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION BEARING I,000D FRAME WALL J LUALL HE,4DE:R DET,41L. j TOP PLATE SPL ICE DETAIL M USP SPt22 ° EA. STUD SCALE:NT$ 2x P.T. PLATE PORT . EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. S SCALE: N.T.S. S SCALE: N.T.S. 64 S4 O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED F= 2240 LBS NOTE: EPDXY TO BE SIMP50N 5/61 x 10' 'J' BOLT s 24' O.C. MAX ROOF TRUSS PROPERLY. SET-XP OR EQUI\/ALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 8'XS'X16' KO. BLOCK W/ (1)'IS MOISTURE BARRIER (4) OPENINGS LESS THAN OR EQUAL TO 6'-C' IN WIDTH DO NOT USP USP C CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. (1) 05 VERT. IN CONC. FILLED CELL TYPICAL FILLED LINTEL ASSEMBLY C W/ STD. 90' HOOK IN KO, BLOCK KNEE WALL ABOVE MASONRY WALL DETA�IL scALE: N.T.s. S� SCALE: N.T.S. S� HEADER SUPPORT NO. OF JACKS 4 STUDS REQ. At OPENINGS OPENING 2x4 WALL 2x6 WALL STRAPS JACKS STUDS JACKS STUDS SIZE (UN.O.ON PLAN) EA END EA END EA END EA END 1' - 4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP L5TA30 9' -16' (3) (3) (2) 1 (3) (2) USP LSTA30 USP SPT4 SPT24 USP SPT4 5PT24 USP SPT4 ROOF TRUSS ABOVE 2x TOP PLATE 2x BLOCKING �Z �� \ \ \ \\\ \ \ \\ TRANSOM FRAMING \ \ NOOEDfa TRANSOM FRAMING 2x STUDS m 24' O.G. -0. 5/8'AO' 'J' BOLT ° 24' O.G. MAX. MIN. (2) PER BOTTOM PLATE 2x P.T. OVERLAPPING z (2) ibd TOE NAILS 10d NAILS ®6 O.C. STAGGERED EA. BLOCKING WIDTH OF OPENING VARIES ° FORM CONCRETE INSET TO CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) SECTION PLATE SEE SECTION AA/Sl AND BB/Sl FOR & TLL 1/2'X9 1/2' PLYWOOD WALL ABOVE. ADDITIONAL DETAILS �` ENTRY SCRAP MATERIAL SEE FLOOR PLAN NOTES 1 USP 5PT22 Q FOR REQUIRED CONNECTION USP SPT4 USP SPT4 USP SPT4 J-BOLTS ° 24' O.G. (1 5BG00 T. 4 FILLED (2) ROWS 12d NAILS STAGGERED RECESS MAX LLJsT D 6 12' O.C. EACH FACE OR LINTEL 5/8'X10' J-BOLTS 2x P.T. PLATE ®2'-0' O.C. (3) ROWS 126 NAILS STAGGERED ° MOUNTING BASE NOT SHOWN FOR CLARITY MOUNTING BASE SHOWN IN FORK( CREATES CONCRETE RECESS TO 2x4 (NOM) RECEIVE GARAGE DOOR AND TO ALLOW � 12' O.G. FOR 2x10 OR GREATER HEADER a' ° ' 4 a . 2X8 P.T. BOTTOM PLATE MASONRY WALL C SEE DETAIL BELOW POSITION FOR WATER SHED. 2x CRIPPLES ° -Z \ I EAT FOR BLOCK IS POURED 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH 16' O.C. W/ (2) 12d IN PLACE CONCRETE TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8'xlO' 'J' BOLT ° 24' O.C. MAX. GARAGE FLOOR SLAB Sx8xl6 C.M.U. (2) 2x HEADER (SEE PLAN) USP C (MIN. (2) PER BOTTOM PLATE) C TRO L FIN15HRAL SEJ (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 USP SPT4 SPT24 USP 5PT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END INTERIOR HEADER SLLOOPDE FORWARDAGE PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 (1)2x SILL PLATE W/ 10d NAILS o 4' O.G. 10d NAILS ° l2)12d TOENAILS. _ STAGGERED A 10d NAILS 6' O.C. ..:— GARAGE FLOOR GARAGE ENTRY FORM DETAIL 8' O.C. TYP. BOX EXTERIOR HEADERS - --=-� '�� STAGGERED HEADER (U 2x SILL PLATE W/ \ \ TRANSOM FRAMING SCALE: N.T.S. 2x JACKS (SEE ONLY (2)12d TOENAILS. OPENING �� \ ° ° BEYOND. —y TABLE ABOVE) LARGER THAN 4 FT. (2) 2x \\ \ \ NAILED INTO TRANSOM MOUNTINCx BASE DETAIL GARAGE DOOR TRACK MOUNTING BRACKET SILL PLATE W/ MP3 CLIPS \\ \ FRAMING PLYWOOD ° SCALE: N.T.S. w.g EA. SIDE TRANSOM FRAMING\j� \\ \ PLYWOOD FASTENED t0 TRUSSES o E SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SEE SECTION AA/Sl AND �\ \ W/ Sd COMMON WIRE NAILS ° 4' O.C. S� Ae SEE PLAN FOR FOOTING CONNECTION ASSEMBLY 2x STUDS (SEE TABLE BB/SI FOR ADDITIONAL \\ BOUNDARIES, 6' O.G. EDGES AND DIMENSIONS DIRECTION OF GARAGE ABOVE) DETAILS �\ 8' O.G. FIELDzo DOOR TRAVEL .................... USP HTT16 TYP. U.N.O. t USP PLYWOOD GARAGE ENTRY RNIS�--IED MASONRY DETAIL j= 00 � SEE N/84 SPt22 SHEATHING SCALE: N.T.S. S o AWN/,,✓ P.T. SOT. PLATE RECESS P o MMA50NRY.OW 5/8'XI0' J-BOLTS a� 24, O.C. I` LINTEL SPT4 USP MAX. (MIN. (2) PER BOTTOM PLATE) HOLD DOWN CONNECTIONS SPT4 ALTERNATE: g ,.. ° NOT REQUIRED a BEARING WALLS WITHOUT UPLIFT e A. v ° • aa' 5/8' DIA. ATR EPDXIED BOTTOM OF MOUNTING B E POURED CONCRETE BASE FOR TO BE 2' ABOVE FINISHED e . 2X8 P.T. BOTTOM MIN 6' INTO BOND BEAM o 24 O.C. BLOCK WALL. RECESSED GARAGE FLOOR SPACE FOR GAR RAGE POO WALL HEADER DETAIL Q PLATE THIS DRAWING.SHED FORWARD SCALE: N.T.S. 4 FRAMING DET,4ILS ,4BOVE ENTRY R PARTIAL INTERIOR ELEVATION 5/8'AO' 'J' BOLTS 9 24' O.C. MAX. SCALE: N.T.s, S� (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 o CD N zW 0Lnr-, 0 zM Q�� aWL^ z la—°'ach o - tLu W w J 0 o �o �r U Lu W Lij L1J CL V = O0 V) J Q m Q O °° Q � m u z LUu Q ZZ � V) 0 � CL V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE If IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02019 LEN NAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019 -THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION NO. 1.03 / 02.11.19 Cm e� Ln 0:: Cl- O Z 0 Q W = U W C� � >_ 3 c— W Lu =1 00 W �)* * w Z QW =W ^IW O ❑ ❑ W SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 390444 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S4 O CD 1 Ob LO r— SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES BACKNAIL W/ (2)16d NAILS AND NAILING SCHEDULE FOR U5P RTI&A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER a 24' SHEATHING DETAIL G EA, OUTLOOKER OUTLOOKER FOR SHEATHING DETAIL O.C. (OPTIONAL - SEE BACKNAIL W/ 22x4 OUTLOOKER REFER TO SECTION J ON ELEVATIONS) SEE STRUCTURAL (2) I6d NAILS 24' O.C. SHEET 55 FOR X-BRACING IT 24' O.G. TOP CORD 45f ,�� 2X4 CONT'L' BRACE USP Rt16A OR EQUAL SCHEDULE FORTES AND TOP CORD INFORMATION TOP CORD BLOCKING BLOCKING FOR BLOCKING FOR FASTENED W/ (2) Imd FOR FIRST FOUR ROWS 24' MAX, EA. OUTLOOKER SHEATHING DETAIL U5P RT1(oA OR FIRST FOUR ROWS 3'g 24' O.C_ CMID EQUAL m EA. OF TRUSSES tv N / FIRST FOUR ROWS OF OF TRUSSES � EDGES WOOD TRUSSES TRUSSES m EDGES I HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 GRO55 BRACE OUTLOOKER 4'MAX. EDGES OF USP HGAMIO W/ (4 / OF SHEATHING TYP. 2X4 KICKER I 2x8 SYP"2 'L' BRACE TO 2x4 GR055 BRAGS APPROX. APPROX. 8' FROM SHEATHING TYP. 1/4'xl-3/4' WEDGE EXTEND m LEAST 90% RIDGE FASTENED AT ' ' BOLTS 4 (4) SOS 2x4 RAT RUN 8 -0 O.G_ USP 8 FROM RIDGE FASTENED At L BRACE TO EXTEND �/ / 2x4 CROSS BRACE I OF WEB LENGTH 4 SPT4 g EA. EACH JOINT W/ (2) 10d 4 (2) EACH JOINT W/ (2) I At LEAST 90% OF WEB APPROX. 6' FROM NOTCH a BOTTOM 10d 4 (2) 10d TOE I 1/4' x I I/2' SCREWS / �, � BRACING P 24' RIDGE FASTENED AT 1 CHORD (SEE CABLE) STUD 10d TOE NAILS � EA. END LENGTH (SEE TABLE) / � O.G. ON TOP OF 2X6 FRAMED WALL -SEE NAILS 9 EA. END / / BOTT. CHORD ABLE TRUSS EACH JOINT W/ (2) USP RT3A WITH 8-8d WALL SECTION FOR SPACING 2x4 PANEL BLOCKING I I/2' CDX PLYWOOD OR FOR 4 TRUSS 10d (2)10d TOE - • ; FROM LEDGER TP 48' O.C. FOR THE I 1/16' OSB SHEATHING __ __ SPANS ATTACHED NAILS a EA. END Y BLOCKING 1/2' CDX PLYWOOD OR 1/16' FIRST (4) ROWS OF I ATTACHED W/ 1Od NAILS 2X4 STICK LUMBER GYPSUM WALL BOARD I GABLE TRUSS 055 SHEATHING ATTACHED m 6' O.C. EDGES AND 12' TRUSS JOINT 24" O.0 MAX TRUSSES FROM EA. IN LINE WITH JACKS (2) 16d COMMON NAILS 2x4 PANEL BLOCKING 9 45' O.C. FOR THE FIRST I 1/2' CDX PLYWOOD OR W/ 10d NAILS 6' O.G. EDGES END TYP. TOP 4 I O.C. FIELD (see detail in eng pack for grade) or 0.128" x 3" GUN NAILS (4) ROWS OF TRUSSES FROM EA. END TYP. I 1/16' OSB SHEATHING _= AND 12' O.G. FIELD BOTTOM ATTACHED I (2) I6d NAILS BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 10d (2)16d NAILS W/ (2) 16-d TOENAILS 2x4 'T' ON TOP OF PANEL 2x4 BLOCKING 24' 2x4 LEDGER (MATCH BOTTOM CHORD L NAILS 41 6' O.G. EDGES 2x4 PANEL BLOCKING 9 48' 2x4 BLOCKING TBLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STRENGTH O.C. W/ 2 - I6d 2x4 'T' BLOCKINCz IN]10dx3' s 4' O.G. CEILING BOARD PER CODE TOENAILS 6 EA. END 2x4 $LOCKING SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.C. FIELD O.G. FOR THE FIRST (4) ROWS 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD W/ 1 3/8' DRYWALL NAILS OR m 2'x6' P.T. SILL NOTCH 'L' BRACE HERE OF TRUSSES FROM EA. END 2x4 'T' ON TOP OF PANEL MASONRY WALL 48' O.C. TYP. TOP 4 BOTTOM ATTACHED PER CODE FASTENED WITH 8d COOLER NAILS SP HGA10 ,8 36 DRYWALL SCREWS 1' O.C. 16d NAIL x 10' 'J' BOLT m 48' O.G. WEEP SCREED INSTALLED BLOCKING, FASTEN WITH OR 1 1/4' LONG DRYWALL SCREWS COMPLYING O.C. CEILING 4 8' O.C. WALLS ARCHITECTURAL FINISH 'L' BRACE USP HTA20 OR EQ. 6 6'-0' O.C. TYPICAL. W/ l2)16-d TOENAILS 10dx3' 4' O.C. WITH A5TM C1002 FOR FIRST 8 -0 FROM END PER MANUF. 4 FRG � DBL. TOP STUD WALL ATTACHED W/ ALTERNATE U5P LSTA18 STRAIGHT STRAP 0 4'-O' SECTION R103.12.1 5/8' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WALL 6 4' O.G. TYPICAL PLATE 106 NAILS 6 4' O.C. ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT (SEE TYP. SEC.)USP SPT24 � EACH STUD O.G. TYPICAL DROPPED FLAT TOPS OF W/1-10dx1 1/2 AND TO MASONRY W/ (3) 3/16 x 2 1/4 FASTENEDWITH 8d COOLER NAILS TRUSS)EXT. WALL, CONN. Q NON -LOAD HIPS FOR FRAMING TAPCONS. OR 1 1/4' LONG DRYWALL SCREWS GABLE TRUSS WEB (GIRDER NOT DROPPED) 5 �T I CI `� 2 COMPLYING WITH ASTM C1002�FOR SECTIONl63�'� 5ECTIO�1 BEARING LOCATION D DOUBLE �� BRACING DET,41L 5 FIRSCALE: N.T.S. 5 OCSTYPICA ROM END WALL 4' SCALE: N.T.S. SCALE: N.T.S. 5J SEE TYP. WALL SECTION FOR SCALE: 3/4' = 1'-O' S�J SCALE: N.T.S. S5 DROP HIP D E T,41 L. ADDITIONAL INFORMATION. SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) I(od NAILS 20'-0' MAX 20'-O' MAX SCHEDULE FOR SHEATHING DETAIL Sd a 6'O.x 4 BLOCKING W/l2)10d 'X' BRACE 5EE DET, J/65 7GONTINUOU5 BOTTOM CHORD BRACING 2X4 MIN. 2x4 'T' BLOCKING C. 2 -- - TOP CORD WOOD TRUSSES TOE NAILS g EACH ENp g -4 x BLOCKING FOR 45° f 24' MAX. 2x4 OUTLOOKER �' 24' O.G. (TYP) • «� FIRST FOUR ROWS 24 O.G. s FOF IRST TRUSSES m USP RT16A OR EQUAL m EA. EDGES OF 2x4 CRO55 BRACE OUtLOOKER 2 22 I2 SHEATHING APPROX. 8' FROM I 'L' BRACE t0 EXTEND AT LEAST TYPICAL RIDGE FASTENED At EAGH JOINt W/ (2) 10d 90% OF WEB LENGTH (SEE TABLE) td�• Iz IZ 4 (2)10d TOE NAILS e I GABLE TRUSS EA. END I I 1/2' CDX PLYWOOD OR 1/16' O5B 2x6 P.T. SHEATHING ATTACHED W/ 10d Lu TRUSS VERT. WEB MAX.SILL I NAILS 9 6' O.C. EDGES AND 12' SPACED g 48' O.C.I>i I O.C. FIELD BRACING W/(3) 10d x 3' 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 48' O.C. FOR THE FIRST I 10dX3' 3' O.G. THROUGH CHORD • EACH CONN. 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. BOT70M I INTO 2'x6' P.T. PLATE USP HGAMIO W/(4)-1/4'xl-3/4' (D = 0.148', L = 39 OR EQUAL (D = 0201', L = 4 1/2') OR EQUAL NAILS (D = 0201', L = 4 1/2') OR MOISTURE BARRIER EQUAL CORD ATTACHED W/ (2)16-d TOENAILS I WEEP SCREED INSTALLED PER WEDGE BOLTS 4 (4) SDS 1/4' NOTES: MANUF. 4 FRG SECTION RF03.12.1 x 1 1/2' SCREWS BOND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA. x 5 1/2' LAG SCREWS OR EQUAL - SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) py MOISTURE BARRIER MASONRY WALL 2x4 'T' ON TOP OF PANEL BLOCKING, 2x4 BLOCKING 6 48' O.C. "d ° 'L' BRACE I I66 NAIL ATTACHED W/ F 10d NAILS �1 4' O.G. TYPICAL GABLE TRUSS WEB SINGLE V 5RAGING DETAIL 6 SCALE: N.T.S. Sr✓" DIAPHRAGM BLOCKING g ABLE TRUSS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA. x 1' LAG SCREWS OR EQUAL FASTEN WITH IOdx3' 9 4' O.C. USP HTA20 ,9 EA. TRUSS NOTE: — — — — TRUSS VERTICAL THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 5/8' OR I/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH Sd VERT. WEB l24' O.C. MAX.) U SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CHORD GABLE COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM NOTE: IF EMBEDDED STRAP GUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACING a 4'-0' O.C. MAX. (2) 2x8 'L' BRACE 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3) I6d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE C1002 FOR FIRST 8'-0' FROM END WALL � 4' O.C. TYPICAL MISSED VERTICAL WEBS USE 5/S'x 10' 'J' BOLT 9 32' O.G. SIMPSON MSTAM36 ON OUTSIDE 2) 'T' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT I6d PER SIDE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) , 5 C T I O I MINIMUM W FROM PLATE SPLICES EXT. WALL CONN. 0 NON - LOAD BRACING OF WEB MEMBERS PROVIDED It EXTENDS OVER AT LEAST W% OF THE WEB. 5G1550R GABLE T 5RAGE TYPICAL NAILING 5GHEDULE5 FOR BUILT-UP COLUMN5 g I W/ 3/16'x2'0 PLATE WASHER BEARING LOCATION (UNEVEN CLG) E REQUIRED MINIMUM FERMANENT TRUSS BRACING PLAN � � SCALE: N.T.S. AS PER H1B 91 SCALE: N.T.S. S5 SCALE: N.T.5. 5J SEE TYP. WALL SECTION FOR SCALE: N.T.S. SJ AS PER 5C51 2013 EDITION SCALE: KTA CJ� SJ ADDITIONAL INFORMATION. 2x4 OUTLOOKER m 24' SCISSOR TRUSS 12 O.C. W/ (2) 10d PER JOINT TOP CHORD BLOCKING FOR IST MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2) 16d TOE NAILS ,9 EA. END (SEE PLAN FOR LOCATIONS) 10dx3' O.G. 2x4 NERS (2) I6d PER 6' O.C. JOINT TYPICAL 12" MAX. "L" 5R4CING RE =IRE: IENT5 STUD SPACING NO 'L' BRACE (1) 2x4 (UND.) 'L' BRACE 2'x6' (UND.) 'L' BRACE 24' 010' - 3'-0' 3'-0' - 6'-0' 6'-O' 4 GREATER SCISSOR GA5LE - (1) 2x8 #2 5.f=,F. ,s EACH VERTICAL AND (2) 2x8 FULL HEIGHT Q DIAPHRAGM BLOCKING 6.9 I MAX. PRE-ENGINEERED OVERLAP TRU55 BRACING OVERLAP WOOD TRUSSES AT LEAST TWO TRUSS 5PACE5 0' 2X4 BRACING 6 48' O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d a EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP • OR BOTTOM OF THE BOTTOM CORE)) m CONTINUOUS BOTTOM CORD BRACING 2x4 MIN. I I _LvLNOTE: H ALTERNATE NON -DROP GABLE WHICH REQUIRES BRACE5CE MU5T EXTEND ATETO EXTEND FUELBHEIGHT OF GABLELENGTH BCISSOR MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING CR055 5R,4CING DEiT,41L J GABLE END DETAIL 2) 'L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3' NAILS m 4' O.C.. TRU55 5R,4CING OVE:RL,4P DE.T,41L \-COSMETIC DROP CEILING FRAMING SCALE: N.T.S. 5J SCALE: N.T.S. SCALE: N.T.S. 5J SCISSOR TRU55 W1 DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 1 GABLE TRUSS S5 4 S5 'L' BRACE W/ 10d -9 4' O.G. 12 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX 6.9 MAX. 'L' BRACE W/ lOd s 4' O.G. 5 (SEE SCHEDULE FOR SIZE 5 5g AND LOCATION) S5 ABLE TRUSS 6 6 SS S5 3 12 SS OUBLE TOP PLATE 6°g MAX. 2X4 LEDGER USP LSTA 18 UPLIFT CONNECTION5 - TUDS a 16' O.C. H I P FRAMING FEN I y� /CONT. BEARING T. BEARING DBL. TOP PLATE USP NGAIO (TYP.) STUDS ®16' DG. USP SPT24 WOOD FRAMED GABLE END BRACING DETAIL 1 �l � 5 �,� C I I V G � E T ,mac I L ®EACH STUD � USE USP N?A2(D (OR EQUAL) CONNECTORS � MASONRY GABLE END B R4 C I NG DETAIL SCALE: 3/4'=1'-O' OR USP RTIbA (OR EQUAL) CONNECTORS 0 FRAME 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 WALLS 4 USP RM a HIP JACK TO FRAME WALLS NOTES FOR WIND SPEED SPECIFICATION END JACK II'-0' MAX. �F �o Lu 0 _v ::MER JACK O !Y Lu O # iF iF DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineenng.com CA 25948 o O N z Lu z 00 0 � M < tun, Lu LL. Z la—aar� 00 z 17) W WCD J O Jko U Lu W Lu Lu CL c = O V) V) � J Q 1 m Q O C0 m U O z Lu Z Q Z � � � O CL TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH(, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LEN NAR CORPORATION. 02019 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION�q;_A.Q3 -/- 02.1 1.19 may' ,v" - - .J.m ♦b`� u q .. o -lam . y,}y�� f� c-sue � O W m J z O J W = U W" 0 Lu Lu m _ 10 � 00 Z Q N W = W W W ❑ ❑ SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 390444 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S5 O O 100 LO KT. WALL ERY O.C. ERY ImAl In_ ED NON-5EARING EXT. <NEE-UJ,4LL ,4 SCALE: 3/4' = 1'-0' s5,1 SCISSOR TRUSS REFER TO SECTION I ON SKEET 55.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION 1/4' TO 1/2' GAP BETWEEN TOP PLATE # TRUSS USP HGAIm '9 48' O.C. WOOD FRAME EXT. WALL USP 5PT24 51 EVERY OTHER STUD 1/2' NOMINAL PLYWOOD OR O.S.B. NAILED W/ 8d NAILS 4' O.G. BOUNDARIES, 6' O.G. EDGES, 4 12' O.G. FIELD 2x8 STUDS AT IV O.C. —~FER TO SECTION 1 ON EET 55.1 FOR BRACING, AND TOP IORD BLOCKING ORMATION SCISSOR TRUSS RAT RUN BRACING m O.G. ON TOP OF >TTOM CHORD FOR (4) U55 SPANS ATTACHED 2-16d e EACH TRUSS INT BLOCKING END NAILED Mod 9 24' O.C. (MAX.) KING (TURNED JLED TO TOP PLATE NAILS ) FRAME EXT. WALL 3PT24 a 2Y OTHER STUD :)S AT 1W O.G. PLYWOOD OR 7/1(o'055 4G W/10d NAILS 9 6' O.G. E 12' O.C. FIELD. ,PT22 m Y OTHER STUD )CK W/ (1) E FILLED ' 'J' BOLT m 'STAGGERED) x 3/16' ASHER (TYPICAL) 3 STRIP - - _..LL (DESIGNED AS CANTILEVER) NON-5t=,4RING EXT. 5,Ntt-W,4LL f C SCALE: 3/4' = 1'-0' 2x4 GRO55 BRACE At SEE NOTES FOR ROOF DIAf=PRAM NAILING SPECIFICATIONS RIDGE FASTENED AT EACH 2x4 OUTLOOKER 24' JOINT W/ (2)10d x 3' USP RTI6 OR EQUAL O EA. OUTLOOKER O.C. O Q O TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES EDGES OF SHEATHING TYPICAL TOENAIL W/ (2)16d NAILS o 24' MAX 2x4 'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10d x 3' 9 4' O.C. o 1/2' GDX PLYWOOD OR 7/16' 055 SHEATHING o s ° a ATTACHED W/ 10d NAILS o g 6' O.C. EDGES AND 12' O.C. FIELD CEILING RIDGE o CxABLE TRUSS 2x4 PANEL BLOCKING a 48' O.C. 'L' BRACE TO EXTEND AT ATTACHED W/ (2)16d TOENAILS LEAST c3O% OF WEB LENGTH INTO BOTTOM CHORD. INTERIOR HIP VAULTt 6:12 SLOPE 2x6 P.T. SILL (SEE TABLE ON SHEET 55) CENTER AND 3:12 SLOPE SLIDES, 5/5' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d 10d x 3' g 3' O.C. COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH THROUGH CHORD INTO ASTM C1002 FOR FIRST 6-0' FROM END WALL -m 4' O.G. TYPICAL 2' x 6' P.T. PLATE PLACE SHEATHING 5/8' x 10' BOLT 9 24' O.C. MINIMUM 6' FROM PLATE 01 FLUSH W/ MASONRY. SPLICES W/ 3/16' x 2' DIA. PLATE WASHER WEEP SCREED INSTALLED PER MANUF. # FRC SECTION R103.12.1 �G,45LE END DETAIL AT i4If=' VAULT MOISTURE BARRIER. USP HTA20 9 EA. TRUSS SCALE: N.T.S. VERT. WEB (24' oc. MAX.) CYiS�41tTxEt .t6.,:.'•N_NMI .,3 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenginee6ng.com CA 25948 i O 0 N zw ON^ 0 z M O^ a � _jI w L� � LIP Zz la-aar>, F- c~i� W w zC) J O o �o U uJ W uj IL c~ = O J 0 m (),:� W 0 m m C)w p Q ZZ L C) O a. 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 = 4--0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02019 LEN NAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION - CROSS -REFERENCE TABLE VERSI W NO. 1 03 % 02:11.19 f �8 Ln 110-4 CL_ w O m J z O w a _ U W 0 LO >_ QN =N tJ' W w� _� 00 Z �Lu * * w* `14.W Q LLI = LLI W ❑ ❑ SHEET TITLE: FRAMING CONNECTIONS @ EXTERIOR WALLS SHEET INFORMATION: JOB NO.: 390444 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S5.1 DOORJAMB 1X4 1/2" DRYWALL DOORJAMB " 1 X 4 1/2 DRYWALL DOORJAMBrR ATTACHED P 1 X 4 1/2" DRYWALL ATTACHED PERttjP.T. ATTACHED PER DOOR MANU DOOR MANUF. DOOR MANUF. 1X4 —1 X4 3-1/4" LONG X 3/16" 0FURRING X4 3116"0 X 3" LONG TAPCONS FURRING 0 X 3- LO FURRING TAPCON. INTO STAGGERED @ 16" TAP T TAPCONS STAGGP2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16.. 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 11 3 DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB 1 X 4 1/2" DRYWALL DOORJAMB EACH END W/ MIN DOOR JAMB TAPCON ATTACHED PER ATTACHED PER 2" EDGE DIST. ATTACHED PER DOOR MANUF. DOOR MANUF. DOOR MANUF. 10d@12"O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /41' DETAIL • UNAI:I:tF I AbLt INS I ALL I IUN PROPER INSTALLATION MAX. 8,. ••••.•• DO NOT DO THIS ��♦♦`♦� •♦j♦♦♦•♦ #5 REBAR (TYP) ♦♦♦♦♦Q` K (TYP.) ♦♦•♦♦♦•11 ♦♦`♦♦♦TD. 90° HOOK (TYP.) L JL ♦♦♦♦♦♦♦♦♦♦ +2" NOT ♦@ FIR ST COURSE 2 COURSE:♦♦♦♦♦♦♦♦♦ 1♦♦♦♦♦♦•♦♦ ♦. FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC 2"xBOT.PLATE W/(2)10d@6"o.C. SCALE: N.T.S. S`CJ' 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 LISP RT16M UPLIFT CAPACITY = 1395 #FOR 1 STRAP FILL ist4COURSES ROWS STAGGERED EMBEDMENT INTO BLK.) 1/4" MAX = 2790 # FOR 2 STRAPS SOLID W/GROUT 2x BAND JOIST W/ FACE NAIL 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS 10d @ TOP & BTTM CHORD, 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS AND (8) FACE NAILS 10d @ BLOCK HEADER — ARCH BLKG. & BUCK USP RT16M W/ (9) 10d x %" NAILS & TRUSS VERT. WEB (4) 4" x 1%" TAPCONS METAL SEAT PLATE 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (8) 10d x 1 2" NAILS AND NOTE: 8d NAILS AT 8 O.C. AT BUCK LAP SHEATHING TO 2 x 8 45^ DIAGONAL LEAVE A CUTOUT IN O.S.B. ON THE (4)% "X 1%" WEDGE BOLTS [(1) BOTTOM OF BAND (4) 10d NAILS INTO STRAP =1225 # , (2) STRAPS 2450#] BRACE(S)INSIDE TO ALLOW FOR INSULATION JOIST TYPICAL 2 x 8 BRACE/BLKG. 7/16" OSB TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 1 1/2" CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL �USPGAM10 @�12'.C. w/4-SDS 1/4x1 1/2" POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. BOND BEAM OR CAST FURTHER INSTRUCTIONS. SCREWS INTO BAND JOIST & (4)1/4"x1-3/4" SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS IN PLACE BEAM WEDGE BOLTS INTO K.O. BLOCK BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHANG CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB N.T.S. INSTALL WDW. SCREW ANCHO ( ) PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION 2X6SYP #2CONT. (MATCH TRUSS DEPTH FOR OVERHANGS BETWEEN 3/4"TO 1 v2" RETROFIT FOR MISSING EMBEDDED STRAP DETAILS OR THRU 1-1/2" THK. OR MORE BUCK IF TRUSSES USED) W/ (3) #12 X 4'/i' WOOD WITHIN 6" MIN. OF START OF ARC START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 4' MAX. RAD. WALL USE (3) 1/4" X 3 1/4" TAPCONS AT 16" O.C. T. WA / ARCH DETAIL JACK TRUSS PROVIDED BY TRUSS TR S 2 X 4 #2 SYP SCAB TO SIDE OF 1'-0" SCALE: N.T.S. COMPANY OR 2x6 #2 SYP @ 24" SS O.C. 12 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 5-0" MIN. W/ (3) 8d TOENAILS @ TOP & BOTTOM SEE 2t 0V * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. CHORD TO LEDGER PLAN + Ry'�NG4� (2)10d NAILS @ 8" O.C. FINISH FLOOR 2 x 8 BUCK - CONNECT TO BLOCK + + NGTjy TO TRUSS TOP CHORD ° WITH 1/4" x 3 1/4" TAPCON 1 1/4" MIN. SECTION ROOF SHEATHING ATTACHED + + PLYWOOD SHEATHING ,. D /4" MAX EMBEDMENT INTO BLK.) B B PER NAILING SCHEDULE + + ° ° _ D l , #5 BAR 2'-0" 8" + + BLOCKING AS DD. D 10" a° D p ° ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS REQUIRED USP RT3A + 9� H � D IN TOP o 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 TO SUPPORT KNOCKOUT / N Ilk + TRUSS SOFFIT - D off. 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 102X4 SYP d + CHAIR BLOCK , PROVIDE 2x NAILS AT EA. END EACH TRUSS MONO FOOTING _ PROVIDE 2 x 8 DIAG. BRACE BTWN. PROVIDE (2) MIN. CONT. W/ (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS JACK TRUSS PROVIDED BY AND SECTION DETAILS —I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4 TRUSS COMPANY OR 2x4 CONNECTOR LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF -I ° #2 SYP @ 24" O.C. CLEAN FILL D ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH DIRT Z TO BE INSTALLED 3'-0" MAX SEE PLAN SEE LINTEL BUILT UP PLWD. BUCK- Y. Izi 100 SCHED. .°. ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH CENTERS FIT #5 BAR IN o 90• HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #12 X 4'/z' WOOD FILLED CELL � - 8d NAILS START OF ARC PRECAST LINTEL - !° ,L 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY , BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C. SEE ELEVATION 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 ARCH DETAIL rK SECTION @ SHED ROOF rL SECTION @ ROOF EXTENSION rm REINF. PERLAN AND STEMWALL B-B SCALE: N.T.S. SCALE: 3/4" = V-0" .. _ . „ MONO TO STEMWALL FOOTING SCALE: 3/4 -1-0 SS SECTION DETAILS SS SS SCALE: 3/4" = V-0" A/C CHASE 4" PVC PLUMBING LINE SLEEVE THRU STEM NOTE: IF RETROFIT FILLED CELL CONDITIONS WALL EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" _ FOR ADDITIONAL INSTRUCTION. PENETRATION CENETERED @PIPE IF PLUMBING LINE ` — �7IWA'' 7*7 PENETRATION e — a O0 MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. 41 d d a 11 IEHI I I —I I I —I I I=I I I I I —I I I FINI GRADE _ REINFORCING. PROVIDE LOWER ° � I I —III —III —III —III— I I —I � I 'd I HOOKED DOWEL ' ° Q d d —III—III—III—III—III—III III=III=1 =III=III=1 UP COLN. -I —III—III-III—III—I d. d: a:° I I —III —III —III —III � DRILL 3/4°x6"MIN. HOLE _ _ - = = III —III— — = = SEE PLAN SET BAR IN EPDXY ' I l—III— • � —I � I=i HTT16 W/ (18) -16d NAILS TO z W.W.M. AT PERIMETER APPREVENT — • ° • =III=III _ — — WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL } #5X6' EMBEDDED INTO d Ti—Ti—iTI—III— = — SLEEVE THRU STEM �� (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ EXISTING BOND BEAM SEE FND. PLN. I-1 12" BELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN. z SIZE & REINF. GRADE COVER 6'-0" 12" EMBEDMENT & 1-3/4" MIN. F.F. ¢ FILL CELL FULL HEIGHT W/ SEE FND. PLN. SEE PLAN FOR + a .� :d SIZE &REINF. PIPE PERPENDICULAR TO FND. FOUNDATION INFO 4 D EDGE DISTANCE (ALLOWABLE UPLIFT=2,249#) o v NON SHRINK GROUT. STEM FOUNDATION x _ A PIPE VERTICAL THRU FND. g 1 TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE ° o ° v z 5X6' EMBEDDED INTO CENETERED @PIPE GRADE 2-#5X6 IN CONC. REINF. SEE PLAN D — - Q EXISTING FOOTING PENETRATION PLUMBING LINE D D LO FILLED CELL °Fg o. DRILL 3/4"X6"MIN. HOLE d M GRADE D — SET BAR IN EPDXY ��c �> O a° -III—III— d —III—Ili _ _ °t> CELL FILLED SOLID III- III ° III=N D w/(1) #5 VERT. REBAR SAW CUT 'I • ° d. _ � ° (2) #5 REBAR. MIN. 3" SEE FND. PLN. (2) #5 REBAR 16" MIN. (1-STY) COVER EA. WAY A SECTI ON SIZE & REINF. A/C CHASE 4" PVC 20" MIN. (2-STY EXISTING FOOTING SLEEVE THRU FOOTING 1 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" = V-0" SCALE: 3/4" = V-0" SCALE: N.T.S. SCALE: N.T.S. NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT - t FILL SOLID BOTH CELLS #5 REBAR STD. 90^ HOO �lt III __ L/ FIE ±5A NOTCH WEB AT THE FIRST DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 o CD N Z W 00 z aNJ� Z n!UQGo H H W wCD J 0 o %D U W W LU Lu LU 1�i to Oaf' GO m QLLJ Q 0 °° Q � m W 0 z Q Z Z LO 0 cn � CL V) ZD TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LEN NAR CORPORATION. ©2019 - THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSIONNO') 03102.11.19 .j. ... i'. 1. .., ul) rnz: C � O Lu SL ca m J z 0 .1 LLJ w = U W C� � >_ QN W Lu 10 1-4 Q Ld = ul Lli ,Zjn� W ❑ ❑ SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 390444 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH ss TEMPORARY TAPE 'FLAP' TO HOLD FLAP WRAP 0 I 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 Ol FROM THE UPPER CORNERS OF THE ROUGH OPENING. 5, THIS WILL MAKE A 'FLAP' THAT WILL BE USED TO COVER THE HEAD FLASHING IN STEP 6. TEMPORARY TAPE 'FLAP' TO HOLD FLAP WRAP SHEATHING ROUGH OPENING 4' SILL WRAP ILL FLASHING HOUSE WRAP INSTALL FLEXIBLE FLASHING SHEATHING COMERS AT WINDOW SILL WINDOW FLASHING METHOD 'A -I' 3-5TEP PROCESS: 02 A INSTALL SILL FLASHING (EXTENDING 4' BEYOND THE ROUGH OPENING ON EACH SIDE) B. INSTALL CORNER SHIELD FLASHING (FASTEN WITH M015TOP SEALANT OR EQUAL) C. INSTALL SILL WRAP (MUST COMPLETELY COVER ROUGH OPENING SILL (INCLUDING CORNER SHIELDS) METAL FLASHING DOUBLE LAYER SPLINE APPLIED VERTICALLY (IF USING FELT, SPLIT 36' - WIDE SHEET IN HALF) 2' TO 4' LAP AT HORIZONTAL JOINT i� ' ' 2' TO 4' LAP AT I HORIZONTAL JOINT SHEATHING I I I I I I l i I I I II I l I I i i i I I BUILDING PAPER HOUSEWRAP 1 I ' I 1 I I I -CUT WIND�OW� c 0IN1 ENINGS SHEATHING WRAP (BUILDING PAPER T��`` OR HOUSEWRAP) i .. i • •`�` I �'• CARRIED I' TO 2' �� `�.. : ' BELOW BOTTOM ' OF SHEATHING 4TO 6' LAP AT VERTICAL JOINT 9' (b' MIN.) BEYONp COINER BOARD SHEATHING WRAP DETAIL SCALE: N.T.S. 'FLAP' WINDOW FLANGE HOUSE WRAP SHEATHING �/� TEMPORARY TAPE TO HOLD FLAP HOUSE WRAP SHEATHING CAULK BEHIND WINDOW FLANGE BEFORE INSTALLATION. SILL FLASHING WINDOW FLASHING METHOD 'A -I' 03 A APPLY A CONTINUOUS BEAD OF CAULKING ON THE BACK SIDE OF THE WINDOW FLANGE. B. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. TEMPORARY TAPE 'FLAP' // TO HOLD FLAP HOUSE 4,1 WRAP HEAD FLASHING JAM FLASHING WINDOW FLANGE HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLASHING METHOD 'A -I' OA INSTALL HEAD FLASHING OVER THE WINDOW FLANGE. B. EXTEND THE HEAD FLASHING V BEYOND THE ROUGH OPENING ON EACH SIDE. TO ALLOW MOISTURE TO BE DIVERTED TO THE OUTSIDE SURFACE TEMPORARY TAPE 'FLAP' TO HOLD FLAP , // 4,1 HOUSE WRAP SHEATHING JAM FLASHING WINDOW FLANGE HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLASHING METHOD 'A -I' OA INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON EACH SIDE. 5, EXTEND THE JAMB FLASHING 4' ABOVE THE ROUGH OPENING AND 8' 5ELOW THE ROUGH OPENING. C. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. HOUSE WRAP HOUSE WRAP 7 'FLAP' \ - -----------------------------; L-j `—SILL FLASHING WINDOW FLANGE ��AD FLASHING WINDOW FLASHING METHOD 'A -I' OA ALLOW THE BUILDING PAPER 'FLAP' TO DRAPE OVER THE HEAD FLASHING. 'FLAP' WEATHER RESISTANT - CONSTRUCTION TAPE HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLANGE JAM FLASHING HOUSE WRAP FLASHING JAM FLASHING WINDOW FLASHING METHOD 'A -I' OA APPLY WEATHER RESISTANT TAPE OVER THE 45• ANGLE CUT ON THE BUILDING PAPER 5. ON INSIDE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM . DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 o CD N Z LI-I 0= K zin Ln < (Ln,) 1 �wL� zHaar%1 <�a o 1- z cn W zLu w J 0 o �o U w w F- w LU _ � � ci = Oa cii C) v Q 1 Cal Z Q O °° Q F- m o ZW Z Q Z � 0 C/) � n V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2019 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1,03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION ..No'.' -I 03-/ :Q2.11.19 v: c .. as ce, Lu O w m J z O J LLJ LLI = U W U' LO zN 3 N IlkQN =N N.a. W w'(1), "o _}"o W ZD* r� w* Z Q N LLi LLi LLi �� I--- W ❑ ❑ SHEET TITLE: WINDOW FLASHING DETAILS & NOTES SHEET INFORMATION: JOB NO.: 390444 DATE ISSUED: 04.04.19 DRAWN BY: LF' REVIEWED BY: TH WF-1 O O 1 CV 1 Ob L0 FLASHING REQUIREMENTS FLASHING AND SEALANTS FOR EXTERIOR WINDOW AND DOOR OPENINGS SHALL COMPLY WITH WEATHER RESISTIVE WINDOW UNIT SECTION R703.4. BARRIER THESE DETAILS ARE GENERIC AND MEANT TO SHOW DOOR ROUGH OPENING SLOPE GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES AND 0.3 in: 12.0 in BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE WOOD FRAME CONSTR. 0.6 cm : 30.5 cm ( ) BARRIER SHALL BE APPLIED OVER STUDS R I O O SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR SELF -ADHERED FLASHING :'s't.''`i;: 3/4"-1" BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING SELF -ADHERED ADHERED FLASHING MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER R NOT LESS THAN 2 INCHES MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (51 WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND EQUAL WEATHER PROOF HULKING OR QUA 00 C EXTERIOR PRODUCTS DETAIL S LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING O S A U DING 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 Q TWO LAYER F FELT OR ONE LAYER HOUSE RAP AND S O O OF OU E W BUILDINGS. U TUGS. SEAL TOPS OF JOISTS WIRE LATH ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. F BC R703.2 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 AAMA711. ALL EXTERIOR FENESTRATION Refer to the number marked as l # 1 in each detail that corresponds to PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT the numbered items in the lis of instructions below: EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS 1 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN 2V V O 1. Install self -adhered flashing in order as shown by numbers EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE 2. Install flashing and weather resistive barrier to form water shedding laps INSTALLED AT THE FOLLOWING LOCATIONS: SELF -ADHERED FLASHING W P 02 SELF -ADHERED FLASHING W P 03 3. Self -adhered flashing can be substituted for building paper g g P P 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 4. Split the release paper using the ripcord (Split release on WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL ,BE INSTALLED IN ACCORDANCE WITH ONE OR FOLD UP WEATHER RESISTIVE BARRIER & EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE 5. Remove all release paper per standard installation instructions P P P MORE OF THE FOLLOWING: TEMPORARILY SECURE 3/4"-1" BEAD OF CONSTR. INSTALL ADHESIVE TO BE APPLIED UNDER ASPHALT ADHESIVE THROUGH SELF -ADHERED and adhere to substrate using a square piece of flashing material g Q P 9 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR WEATHER FLASHING JAMB &HEAD THRESHOLD OF DOORAND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING (6" X 6" Minimum) FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S RESISITIVE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED wlNDow (SEE DETAIL WP01) . _ 6. Fold as shown by arrows INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. BARRIER OR EQUAL WEATHER PROOF CAULKING 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 SHEATHING RELEASE PAPER accordingly I to fit tight to corner g BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE (BEFORE ( OR FOLDING SCORE 8. Mechanically fasten as necessary c Y rY EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT _ '; SELF -ADHERED FLASHING, � RELEASE PAPER TO EXPOSE DRAINAGE. OPENINGS USING PAN FLASHING L G SHING SHALL INCORPORATE FLASHING OR osseMeLeovnNoow> z: EXTEND A MINIMUM 6" VERTICALLY FROM ADHESIVE AS SHOWN) PROTECTION AT THE HEAD AND SIDES. WEATHER BOTTOM OF THRESHOLD 1.21N ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN RESISITIVE ,O PROFESSIONAL. BARRIER SECTION -A SEE DETAIL WP02 A 1.3 IN ACCORDANCE CE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 10 FMA/ AAMA 200 FMAIWDMA 2 MA/ 0, 50, F AAMA/ WDMA 300 = - - - -- SELF -ADHERED FLASHING S O �7 OR FMA/AAMANVDMA 400. 2. AT THE INTERSECTION OF CHIMNEY R THE MASONRY O S O O R ASO Y 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 5 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. barrier above header to allow for flashing SELF -ADHERED FLASHING installation '= 4 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 2. Self -adhered flashing plus head flashing under weather resistive barrier 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 2 % 6. AT WALL AND ROOF INTERSECTIONS. flashing and seal with tape (SEE DETAIL WP07) 7. AT BUILT-IN GUTTERS. SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW WPM � SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING WP06 EXTERIOR DOOR WITH DECK INSIDE CORNER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING � �Ground SHEATHING 7/8" Cement Plaster 7/8" Cement Plaster REFER TO TECHNICAL 1 in accordance with in accordance with LETTER ON CHEMICAL '''<'� ;:>.<<:'?''>:;;;<;;;:..• �••••••-::: Water Resistant Barrier ASTMC926 ASTMC926 COMPATIBILITY -• .. SELF -ADHERED FLASHING Lath Felt backed metal Felt backed metal SELF -ADHERED FLASHING Sheathing lathe in accordance lathe in accordance ::>sx:• a::rrr.;., PATCH '''':::::'::'::•::':•. : with ASTMC1063 �� with ASTMC1063 Stucco .: . ................ a A Building Paper Building Paper 2 ::.::.:.:.: r O.S.B. 7/16 .. 7/16 O.S.B. ' .. • ., 9 sheathin r. 9 SELF -ADHERED FLASHING •:::;....:'::::% .:�axs;:•::.::_••:•::::•:::::.:::•.::::••::::•:::.:. . •::::•::.-....................................... a• r .::::. a:. ..,"�i;.:`f+i'•rsi�i:1'•i'•i�iiiY:::. "::.i::::::::•:..,n.::::s;::;;•::.:::x'.•'.'4,.............. SELF -ADHERED FLASHING Foundation Wall• ,"' r Metal . . NAILING FLANGE F G q SELF -ADHERED FLASHING :::..:::::::::::•:•:.:-:,-::::::...:::.. ° ° ... d . .. a y ° ' a . Flashing Weep Screed I 2 3" MIN d. Installed As Per Stampede or similar 2 4 Manufact. Specs. & DO NOT FLASH OVER FRC R703.7.2.1 cauk om BOTTOM NAILING $ 5 joint only FLANGE Maintain Bottom of Weep Screed Installed As Per SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING Q WPOV FOUNDATION WEEP SCREED WPOg Weep Screed 2" Above Roof Manufact. Specs. & HALF ROUND WINDOW OUTSIDE CORNER FRC R703.7.2.1 Sheathing 1/2" Cementitious Decorative Finish ,o•• ••o. All inside and .,'• outside corner will • '•°••. need to be miter ••• cut and caulked all Cement Plaster •• •••.a• butt joints need to in accordance •o,,•� ` •. ' becaulked using with ASTMC926 .• • 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 DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.danscoenginee6ng.com CA 25948 O O N z w oM U)^ 00 Z � � M < U) Ln aWL^ CL � aaQ� Z ��Q00 zt7i� W z� LL J O o ct- U rr^^ W W V) W F- LU C LLJ :C Vi = O V) V) Q T m r/ to W 0 Q m Z W U U Z F- Z L0 0 V) � IL V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WffH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2019 LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WTMOUf WRfTTEN CONSENT FROM LENNAR CORPORATION. 02D19 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBrTED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION .N,QiJ 03 / 02.11.19 w O CT O L 00 CCN LO ca March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM 07147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FSC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following. 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength. and mood specific gravity. The tested ultimate leads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 1-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work mth product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively. until July 201S. The information in this letter is valid until 6/3012018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www..strongtie.corn for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 860 999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E.; LEFD AP dw/BDW Engineer, Southeast U.S. Branch _ Page t of t 2221 Country Lane McKinney, TX 75069 Phone. 972.542.0326 Fax: 972 542.4139 re honghe corn_ r - N Cn Cu �--� L L O O �_ d�^7 `` �^1` •� V -Cl) � U ♦V •C/) O Q a)7? O U _ M O ' - a,- CU > _(_n CU a) C) E f) O CU O C Q �� V ) K 1JSP Dori a®etors cmpaon Gunrfactws t1SF? Stnck;Na FlgttdaStafCaide Ptodut tlYpproval Nw , EualuattotrRepoi{ basis i41$� Simpsonk+t9daStiatew[de' SfuckNo ?�rSISAUeft fi l?ptaVa! Rio. EvaluatianReport, t3asis (2Erl8} A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2605 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 H D212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10656.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 H D26 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 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470A SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17880.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473A1 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report p HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10656.11 E -2549 J L24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 co > O L }� C_ V / CIO > O 0- 0- _4�0 U O Cn CIO M W W ¢ (D Z J z J d LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852A ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3466 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT F111470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL1D667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL104%.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM20GS03 - - - LGUM26-2 FL11473.12 SIM200802 SHEET N0, PA 1.0 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed belowrfthey will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThennaTru Fifier-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0l-67.O psf ThennaTru Firber-Classic and Smooth-Star(NON-IMPACT) FL20461.6 +67.0/-67.Opsf ThennaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThennaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0%67.0 psf ThennaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThertnaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothsfar, ClassicCrafi, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FI.251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (BX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors Wo" (BX7) FL75279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors Wo" (16X7) FL15279.102 +37.0/-41.D psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0%50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cempiank Lap Siding end HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.01-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21560.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032"Aluminum GulfLok 16"wide roof panel FL11651.2 R3 N/A 5. SHUTTERS - A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N Florida Department of Business & Professional Regulation Florida Department of Business & Professional Regulation Florida Department of Business & Professional Regulation Building Codes and Standards Pap Building Codes and Standards Page, Building Codes and Standards papa, Florida Department Of Business &Professional Regulation Page 1 w2 �+ U 115rm,a 1152bt8 Product Approval Application Detail 115m18 Building Codes and Standards 5rmfa Q -4--0 Product Approval Application Detail Product Approval Application Detail N Product Approval Application Detail CD Q � Fls2D4e1R2 FLS20451-N2 FLy2a451Rz a) pgde EOshC or 20 20 Dam Pandso pale Code Entity or Jate Pate MOB Pate Sdeda Enw of 120 2di Dab Pomfirs, 20 FLM451-R2 � LL Version Manhdacmrer Deffi� Enalnax&LJceme Validated By Validated Submitted FBC Approval Approved $� TM Vonian Manufacturer Thera-Tru Corporation Contact Engineer & License Validated By Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. validated Submitted FBC Approval 10/15r2017 07/122017 10/1812017 Status 12/12/2017 Approved TIRE Version Revision 2017 J Therem-Ton Corporation Car Endnsse&Ucema VaNdabdBy Rick Wright Lyndon R Schmidt P.E. Ryan J. King, P.E. valid sub. kbd FBC Approval tOH52017 07/1212017 10/1812017 Sle 12H2I2017 ApprovedTVM ,ggQN Entity at Nos � Dab Pending � C � • Revision 2017 Thera-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 1011&2017 07H22017 10/182017 12M21Y017 Approved Revision 2017 Category: Extarior Doan (419) 298.1740 PE-43409 (813) 767-6555 Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 Version Enaeeu & Lsamo ValNobd By sWmtibd J'B4 ApnrovY Agppgyeg Stehu 7"!\ }a v / }a Category: Doom Subcam9aY: Swinging Exterior DoorAssembles rickw 21Xf-1740 PE43409 (813) 7674555 rlokvranWklprxaeuaants. Subcategory: Swinging Exterior Door Assemblies rirkwQmblopmmueante. Swinging Exterior DoorAssembliescokw�mbbecoosuaante. Revision 2017 There -Ton Co rpomtlort Category.- Exterior Doom Risk WrightW98-1 Lyndon 9 Schmidt P.E Ryan J. King, P.E 298-1740 PE43409 1d15I2017 07n22017 f01182017 1212/2017 Approved � IR RT ry!Exterior Cote Iknce MefhO : Evaluation Report from a P ep cem Compaanca Method: Evaluation Report from a tam Compliance E Compllanm Method: Evaluation Report from a 1 BuhCabpary: Swinging Eldarbr DaprAssembliea (419) (813) 7874655 ddav®mbNpoonausants. \ V U Florida Registered Architect or a Lkenaetl Flonda Florida Registered Architect or a Licensed Florida Fronde Architect a e Licensed Florida Compliance Method: Evekution Reportfrom a cenrt W Professional Engineer Professional Engineer Real Engineer Professional Engineer Florida Registered Ambled or a Licensed Florida O FLi20/51-R2 Products Professional Engineer FLf20451R2 Products Quallm Assugnee Approved for Use Approved for Dee Impact Desire. sesa Product Model. Number or Name Assunneo Product D"CiVtIW Contract Expiration Nts Approved fw Ilse A�,1gj Use MHVHZ outskde HVHz imeact Nalan Resume e D 222A Product Mods. Number or Name Quality Assurance Product Description Contract Expiration Dab AmrovedfarVes Approved far Use In NVNZ Out" HVHZ Jig � Resistant Paged FLMU1412 Products L O LL saBt Product Model. Number or Name In Outside FrVI¢ Iinlatapt lreaaure 6 f. Therms -Ton Fiber -Classic and Smooth -Star Nominal 8W9;0 &qud;Ncn4mpad&quct, Opaque 12/312o2D No Yes No WA 9 1. TMrma-Tru Fiber -Classic and Smooth-Smr Nominal 6&N39;8 &quotNon-Impad&qud; Glued 12/3ir"O No Yes No WA Ali Product Might• NrmMr w Name Disease Assurance A-myod for � Asetroved for Use � � In HVHZ Resistant P� � `tea _ a� 1 a. There-Tru Flber-Classlo and Smooth -Star Nominal 8&539;8&quokNon-Impact&quot Opaque 121312D20 Con Edge Fiberglass Battik Door No Yes No NIA Composite Edge Fiberglass Single Door Composite Edge Fiberglass Single Door 14 n. Thara-Ter Fbu-Ckssk and Smooth -Star Nominal SM/39;G SquothiceAmpad&gwt Glazed 12/312020 No Yes No WA O Co CV Qnewingf0utevdng; X mnfi9umtion) ing/O (Inswing/Outewing; X configuration) (bewing/Outswing; X configuration) Composite Edge Fibegbes Single Door ' ^ t y (IrewkglOubmwnp;X cenaguratlon) V I O FLl2M51R3 F1420481R3 �a e, W FLa20461R3 D L }a v�! '^ CUS ^ Cod PSgg' ur aQ�e 1»? Dab Pandkra Entity or � 1&Date Persian, 20�e Entity or Do D!$ Dam Pwdno � FLi2W51•f13 O /T! mmE Version Mamdaldurer 4Qntact Enolnaar&LJcama Validated By yalWated Submitted FSC Aapr ] Approved IStehla TxQe verelgn Manufacture Combo Enpireera License Validated By Yam submitted FBC Approval Alalrsrsd state Tye Version Id64SSfaplf}!er contact Engineer &l.dceme Valdebd By Validated SubmiNed FBC Approval AtlpreYed ¢State � Entity or 20 � Dab patmilm!� � _1/ Revision 2017 There-7ro Corporation Lyndon Schmitt P.E. Ryan J. King, P.E. 1213/2017 12132017 12212017 Pending FBC Approve Revision 2017 Thera-Tru Corporation RIB Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12132017 I V 13/2017 12212017 Pending FBC Approval Revision 2017 There-Tru Corporation Rick Wright Lyndon F, Schmidt, P.E. Ryan J. King, P.E. 121132017 12/132017 12212017 Pending FBC Approval Tfpa Version Manufacturer ¢,ggygt Enokwrs Limme Validated! Br Yaltdated SWmXbtl FBC Aarrmd ApQYpYffi libmte ) Category: Exterior Doors 29 PE-03408 (813) 787-8555 Doors (419) 29&1740 PE-03409 (813) 787 8555 � v J Exterior (Rick419 298-1 298-1740 PE-43409 (813) 7674555 9 Subcategory: Swinging Exterior Door Assemblies rickw�rwbldpcemultante. ridm Ilbldg SuhCab9ory; Swloging Exterior Door Assembles ry:ExtSwiriornging Subcategory: ridmwambklgcamulente. Revision 2017 There•Tm Corporation Rlek Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12132017 1213/2017 122112017 ding FBC Appn Subcategory: ding SubCam Swinging Exterior Door Assemblies gory: ng nit rkkw�rvlbM consulbnte. rk- g compliance Method: Evaluation Report from a cam compliance Matilotl: Evaluation Report from a cgm Category: Exterior Doors (419) 298-1740 PE-43409 (813) 7674656 Compliance Method: Evaluation Report from a cote Florida Registered Architect or e Licensed Florida Florida Registered Architect or a Licensed Florida Subcategory: Swinging Exterior Door Assemblies rlbw�M'DMpconsultants. Florida Rerhimd or a Licensed Florida Professional Engineer Professional Engineer Compliance M~. Evaluation Reportfrom a porn Professional Engineer Florida Registered Architect or a Licensed Florida FLi20t81R3 Products F1.820481-R3 Products Professional Englnaer FLc2045143 Products Approved for Use Approved for Use Quality Assurance Amrovod to, Use Amrevod for Us, Quality AouranO Approved for Use Approved for Use Impact 12nIBQ Se_ot Product Model. Number or Name Owifty Assurance Product Description Contract Exaltation Date 1, HVHZ out" HVtQ Ilnpeg! BEllan Reshhn Pp�i Se�ii Product Model. Number or Name Product0eser6tion Canrtrad Expiration Data In HVHZ oWIM HVHZ t� R� Res Pressure F1f20461R3 Products sl9.t Prodax Model. wName ldtpplZ Outside HVFiZ RffiIsteOI J3t}aurs 6 f. Therms -Ton Fiber -Classic: and SnaoUrStar Nominal Opaque 12/312021 Squa;ass No Yea No WA 9 L Thera-Tru Fbo-Ckask: and Smooth -Star Mquo;No &gook Glazed 12/312021 No Yes No WA SP Product Model Numberr or Mune 9LM14LAffiIDIX8 Approved for lse Approved for ise Ilnpapf Daa� b� Outside FMIZ p, 1 bw.Ch e. Thera -Ton Fber-Cksvk and Bmodh-Star Nominal a &quotNOMmpe t Opaque 12/312021 No Yes No N/A Composite Single to Edge Fbeglees Single Door CawingD Edge Fiberglass Single Door Composite Edge Single masseurs Composite Edge Fbegissg Slogs Door Cpsite Edge Door (InPwlnyOutewinp; X configuration) tml (ImwkgJOutawkg; X configuration) 4 n. m and r Nominal •O SquotNon-krped&qud;GlaaW 12/312021 NO Yes No WA (inswing/Outswrn9: X configuration) CanpomXe Edge Fiberglass Slopb Door Search criteria Search Criteria Seamh Cribta iftlavinocuk+Mng: X configuration) Florida Department of Business & Professional Regulation Page I or I Florida Department of Business & Professional Regulation Page i e I Building Codes and Standards 115=18 Building Codes and Standards 1152a18 Product Approval Application Detail Product Approval Application Detail Florida Department of Business & Professional Regulation Papa I Off Florida Department of Business & Professional Regulation Papa I of Building Codes and Standards 115=18 Building Codes and Standards vs/mm Fri a1522css: Fri e1522_asa Product Approval Application Detail Product Approval Applcatlon Detail code Emih or QEg Data Paa6na 21ffi Code Entity or Date 2111 Dais park"M pg(g Fli16332R4 F1i15332R4 Type YMIM Mmltfat!] coft Engineer &License Validated By Validated Submitted FBC Apbroval Approved Sbhts Tta Version MaAwfactir cents Enobt-&Lkamo VaOdatod By Validated Submitted FBC Approval Approved stsWs Revision 2017 Therms -Ton Corporation Rib Wright National Accreditation & Ryan J. King. P.E. 1220/2017 09212017 122/2017 Approved Revision 2017 TheraTm Corporation Rib Wright National Accreditation & Ryan J. King, P.E. 12r20/2017 0921/2017 12/22/2017 Approved Category: Exterior Doom (419) 2WI740 Management Institute (813) 767-6556 Category: Exterior Doom (419) 298-1740 Management Institute (813) 7674555 code Eaft or Date Data Dam Paudlm 2111i4 Code E tit Daft no ! 20 Subcategory: Swinging Exterior Door Assemblies rlckwCrwbklgconeuhank. Subcategory: Swinging Exterior Door Assemblies dckw@mbMgmnsuhante. 11M Version Mmurectner contact Emma)r&Lkeme Valldstsd By Validated Submitted FBQApp[!ml Approved AMR 1)rse Version Manufacturer contact Emak- &LI,- V Ikhftd By Validated Submitted PHQ,A-ra'al Approved Iota Compliance Method: Certification Mark or Listing cam Compliance Method: Certification Mark or Listing corn Revision 2017 MI Windows and Doors Brent Sitanger Luis Roberto Lomas Steven M. Urich, PE 081132D17 08/112017 08/162017 10/10/2017 Approved Revision 2017 MI Windows and Done Brant Slinger Luis Robert Lomas Steven M. Urich, PE 081132017 gaff 12017 (181162017 101102017 Approved Products cateBorY: Exterior Donna (717) 3853300 PE42514 (717) 3774454 Cabgay: Exterior Doors FLa1522544 FI.01522544 Products SubCaugmy: Sliding Exterior Door Assemblies bsltlinger(Mnrwd.com BubCWpory: Sliding Exterior Doe Assemblies DmlgnperaMwd.com Quality Assurance Approved far Use Aoom,md for Use Int Design Quality Assurance Approved for Use Approved for Us* ran Des ComplWrce Method! Evaluation Report from a Complierm Method: Evaluation Report from a Sea • Product Model. Number or Mom pit Descry Contact Expiration Date In IN Outelde HVHZ Resistant Pressure Sao • Product Nbdel Number or Name Product D-1,13 Contract Expiration Date In KVHZ Outside HVH2 RealEfam Pressure Florida Registered Ambled or a Licensed Florida Florida Registered Arch -dad or a Uomlsstl Florida 1 a. &quotClassloAmft&qud; and &quotSenchmark by 618 and a/O Opaque and Glazed Fiberglass Door with 12131=1 No Yes No N/A 5 e. &quotSmoothSter&quot and &qua;Bmchmark by 6/8 and 8/0 Opaque and Glued Fiberglass Door with 12/312021 No Yes No N/A Prolesslonal Engineer Prolesslonal Engineer Theme-Tnr&quor; and without Sidelika. Inswing and Oukwing Theme -Trull ud; and without Sidelites. Inswing and Oudswing FLi15332.R4 Products FL1115332R4 Products $eQ-d Produce Model. Number or Name Quality Assurance Contract Expiration Approved for We Apaovad to, Use Daft ialDYtil Outside HVHZ Impact 2 ((rid Resistant PressuE $Eat Product Mast. Number or Name Quality Agymgce Approved for Un Approved far Use IMRIO Damian �lRQ17. Resistant Pressure Search Criteria Search Criteria 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/312018 No Yes No WA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/312p18 No Yes No WA 145-314&quokx96&qu0t XO, XX 98Mquotx9%grot Florida Department of Business & Professional Regulation Page l of i Florida Department of Business & Professional Regulation Fsge f orI Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards IF=18 Building Codes and Standards srm+e Building Codes and Standards 1/5=8 Building Codes and Standards 1/51m/8 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail Pt1]p279.R5 FLa15332R4 FLa153324U IRA codeEMMr a Data Data Data Pa1dm 1f� IcQdp Emery g ,Dade 121M dDde PendingI� Code Entry a Data Data Dab Partite Nos Code smelly or Data Data Data Pardon 2& 1011E Vuslon MandiffiB4L Enasax&Lk- Validated By validated Sub fair p@Y,l Approved $Mpg 11= V-1- Manullacturtar contact EnalrearlItLicense Validated By VaNdabad Submitted FBQ Appreva( Apprannecl §1�11E 11211 Vtrelon Manufacturer Enalmar & License Validated Br Validated submitted 1 AppreYed $fate mm Version Manufacturer S9Mact Enalneer & IJra se Validated By Validated submitted FBC Approval AppBmed At" Revision 2017 Clopay Building Preclude Company Mark Westsdeid InteriakTesting Services NA, Gary Prechter 11f292017 0MWM17 120512017 Approved Revision 2017 Clopay BulMing Products Company Mark Mbeter5eld IMarbILTasWmg Services NA, Gary Pkrehbr ll2VA17 OSM02017 12105=17 Approved Revision 2017 MI Windows and Does Brant Sairger Luis Roberto Lomas Steven M. Urich, PE 08113)2D17 OaM 112017 08/152017 10/102017 Approved Revision 2017 MI Windows and Doors Brent Stinger Luis Roberto Lomas Steven M. Urich, PE 08r132017 08/112017 08/16MO17 10110,2017 Approved Cabo": Exterior Doom (513) 7704M Inc. (513) 5194586 Cabei Exterior Doors (513) 7704OW Inc. (513) 5194M - Cebgory: Exterior Dona (717) 365-3300 PE-62514 (717) 3174454 Category: Exterior Doom (717) $653300 PE-62514 (717) 317-8454 SubCabgoy: Secpoml ESderbr Door Assemmbiles awestsdbid(ildopay.com SubCab eoaq: Sectional Exterior Door AsserMNea naveamrflakwel-peycom Subcategory: Sliding Exterior Door Assemblies bsMngert)$rNwd.cen BubCateOwy: Sliding Exterior Door Assemblies bslBn gergmtwd.com Compliance Cam bncca Metlad: Certification Mark or Listing Complianrce Method: Certification Mark or Listing Report a complianceegi Methtered Evect Evaluation Reportfroml a Flomplsma Malltend FIi1527BR5 Products FL#152794W Products Florida Registered Architect or a Licensed Florida Architect or a censed A a Florida Registered Arbitsct or a Licensed Florida Professional Engineer Prosselonal Engineer Quality Assurance Apo red for Use Approved for that InsDD"m! QuaftAssurance Aodruiredliorthse Assuaged for Uaa based Dom]M PLa15332R4 Products FLN15332R4 Products AW Product Modal. Nunb)r or Name ProA.t.QncrIDU contract Exaltation Date 1alaCtK Outside i R"Wb 0t PaaaBrs saga Product Medpi. Nraroar w Norms P In HVHZ Outside HVHZ Reaidaot Pomlte 37 037 WS-09 PAN-2FI61: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min. 25 pa.) Single -Car (up to 70' wide) 0521=8 No Yes No +30 PSFI32 53 053 WS-18 PAN-2F153: 84A, 94. 73, 75,1500,190, 4RST, Steel Pan (mid. 25 ga.) Double -Car (92' b 18'0• 05/21=8 No Yea No +30 PSF130 Quality Assurance Approved for Use Apnroved for Use UQRW DosIa4 Quality Aseuranco Approved for Uss Approved for Use irigagt Nature 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE&e174; W5 Garage Door PSF 4RSF, 6RST, BRSF, 48, 42. 55, 488, 42B, 55S, Goss, wkde) WINDCODE&s174; WS Garage Dow PSF 11E91 Product Model. Number or Name Product Desedotion CoMpact Expiration Qete in Kv Outside HVHZ Restatellu Pressure 119.1 Product Model. Number or Name Product Deecriolion Contract Expiration Date in KV Outside HVHZ Rosiest PJmam 42B, 55S, 005S, GD5SV, GRSS, GRSSV, ARSS, ARSSV, GD5SV, GRSS, GR5SV, AR5S, AR5SV, ED5S, ED5SV 1 SERIES 420AWMINUM SGD SERIES 420 ALUMINUM SGO OXO 12t312018 No Yes No N/A 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 12/312018 No Yes No N/A ED6S,ED5SV 145-3/4&quokx80&qua; NON -REINFORCED 98&quokxW&qud; NON -REINFORCED O Florida Department of Business & Professional Regulation Fege I Florida Department of Business & Professional Regulation Pap„ oft Florida Department of Business & Professional Regulation Page 1 or I Florida Department of Business & Professional Regulation Page 1 or Building Codes and Standards oft usrmla Building Codes and Standards 115=18 Building Codes and Standards +15=18 Building Codes and Standards srmfe Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FI-1r5392-R4 FLi251R2B FLM7537R7 FLit74B9at2 S2eda EDtlbts[ IZ > iaffi Date Data P� late 22sk Ent or late 12� Dow Pso0loa 1211 En Moor Deb Dare Dab Pendim !ate codeEndersw 1a late late & Lknea Validated By FBC Approval MW Vuslon MaBldactli t & Lk, -Validated By Validated slbmWad FBQ AQQFOVRI A, ..v d state 11EE Version Mainufactureir C..tt Enokuor & Limnos Valklsted Br Yatd holed Submadisd FF111CABOmIgD Apnroved slate I= Version, M,,uf-w ct Enneer & License Validated By SdOMg Validated Subml!$d FBC A0�l Approved ¢tutus mVersion m1. Manufacturer contact Enolnser validated submitted Approved statute Revision 2017 CURRIES DM Ion of AADG, Inc Dadic Dave UL LLC Ted Bemuq PE 1113a=17 10262017 1205=17 Approved Revlsan 2017 MI Windows and loam exact SNNper American ArclydeWeal Steven M. Udch, PE 121292017 12132017 validated - Revision 2017 MI Windows and Doors Brent Slinger ger Luis Roberto Lomas Steven M. Utch, PE 08113MD17 08/112017 08/152017 10110r2017 Approved Review 2017 PGT Industries Dean Road Miami -Dade BCCO - CER Mbmi-Dade SCCO - VAL 12202017 1128=17 12125=17 Approved Category: Exterior Doom (641) 494-2844 (305) 8684707 Category: Windows (717) 3853300 ManusduremmAeaodatlon (717) 317-8454 - Category: Exterior Doom (717) 365-3300 PE-82514 (717) 317-8454 Category: Exterior Doom (941) 486-0100 (786) 315-2590 SubCatagory: Exterior Door Components dave.dediciiiiseambloy.ca Subcategory: Single Hung bssill."miwd.can subCategay: Sliding Exterior DoorAssemblles bskingerQmtwd.cm Subcategory: Sliding Exterior Door Assemblies dmadcIlilpgtindusbies.com Compliance Metled: Certification Mad or Listing m Compliance sue: CerNRmtlm Mark Or LkUng Compliance Method: Evaluation Report from s Compliance Method: Certification Marc or Listing Florida Registered Architect or a Licensed Florida F1371637R7 Products FLP174994t2 Products Professional Engineer FLi2514R29 Products p-'•'r'",r' Quality, Aesumac Approved for Use Arorwad for pia Imosct Design Quality Assurance AporovM far Use Approved for Use Ip001 D� Aowoyod for Use Avoroved rw UM J� FiMS= - +�.x sea ProductMedal.NMiler Nam) I!�pl CanbactE,V2021 Mate 1D Outside Resistant Pmesuns 92" Product Nip". Number or Name m19p irpOtaQE&plmtlPO„� In HVHZ Si vHZ R Press- 2221 Praluet kbdo. Nunbsr w Mavre Ip}� I Ins- QwIHv Assurance Approved Tw tlss Approved for Use Impact D� 10 I SGD-5570 (Cage Missile knead) Vinyl SlMirg Glass Door 04/142021 Sliding Yes Yea a I Yea N/A 1 807, 707, 727, 747, and 847 Single and Palm ct Doom Flush, Glazed, and LouveredsMple and peas d 12/312025 Yes Yea Yea WA 2 165 SH ti2tB4 F9VFbnge Frame ICxvSG Single Hung 11LOB2018 No Yes No +60l40 awl Product MedeL Number or Name Contract Expiration Dale 1, KV �e HVHZ Real Pressure hollow rental doors. 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312018 No Yes No WA Search Criteria 143&quotx96&quot Florida Department of Business & Professional Regulation Page I of Florida Department of Business & Professional Regulation Page 1 of O CD^ Building Codes and Standards +MM18 Building Codes and Standards 115=8 ' Florida Department of Business &Professional Regulation Fags, off Florida Department of Business &Professional Regulation papa 1 Oft W _ Building Codes and Standards 115rm18 Building Codes and Standards ip-WI8 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail r v' Fut53aa Ra Code Entity or late Date Dab Pardon go edt Bobby w go D� ! Mata f]glyjig;R¢ FL►15379R5 IYQa Version MaDIdOGtIreC contact F.DBtafer.BJ.kdtige Validated!Validated!By Validated SubmittedSubmittedFBC ApproVa Approved state ersion 1yg Version Ma ppfaggpmr Sit Epp,validated er y� IhlWate31 d [bmitled 1'�eApp[� Approved AMR Dpds Entity or 28g Pate Data Pandits Qate 92512 Entity or pgte Pik pate Pending Revision 2017 MI WMndows and Dons Category: Windows Brant Sitlinger American Archrtectural Steven M. Urich, PE Manufacturers Association (717)317-8464 1213112D17 12/31/2017 01I M2018 Approved RevWm 2017 PGT Industries Category: Windows Dean Ruad Mmmi-Dade BCCO - CER MIamFDads BCCO - VAL (941)48"100 (786)315.2590 12202017 12N8/2017 12=0+7 Approved `Y TIg Version Mmumcturor Contact Enpina like -sea Validated By Validated SubmKbd FBC Approval Approved Statue Tyes Version Mmmbburer contact Enalnou&Llama Validaed By Validated Submitted FBC Approval Approved status, (717)3853300 Revisers 2017 Clopay Building Products Company Mad Westerfield Intutek Testing Services NA, Gary PktehW 11292017 08/102017 12/05/2017 Approved Revision 2017 Clopay Building Products Company Mad Westerfield Inlertek Testing Services NA, Gary Pluehler I I292017 08/402017 IZW2017 Approved SubCabpory: Fixed Complbrpa Method: Certification Mark or Listing bs1trnguQrr9wd.wm SubCebgory: Fluted compliance Method: Certification Mark or Listing dmerI*pg0ntlushbs.com O Category: Exterior Doors (513) 7704062 Ina. (513) 51"566 Category: Exterior Doom (513) 770-6062 Inc. (513) 51 M566 SubCampary: Sectional Exterior Door Assemblies mwesledeloQdopaYcom Subcategory: Sectional Exterior Door Assemblies meablmeldCdopay.cam 14f15341?Rp Products P1,0243420Preduabi Compliance Method: Certification Mark or Listing compliance, Motimd: Certification Mark or Listing FLAIG279415 Products F1.115270R5 Products IA" Product Model, Number w Name Quality Anumnoo Product,Qeeydml4p 2miledit E,,],U,, Approved for Use Approved for Use Data In RV1Z Outside HVHZ Impa51 Nation Resistant pressure 111111111111 Product Model. Number or Noma Quality ANy[!0ce product Deasodullon contract Exaltation Dab Assuaged far Use Approved for Ise Mead Nalpd In HVHZ 911111111111 81212M Pressime QwNm Assurance Approved for Use Approved for Use 1.(re�C Design Quality Anuance Approved ter Use Approved for Use hoped Nation 1 185 PW 73 x 721mulated Glass 04/032018 No Yes No 4W-80 9 PA15520 page Missile Impad) vinyl Fixed Window 04/30I2020 Yes Yes Yes WA CIO Ago Product Model Contract ExpirationData IILIAR$ Oulekb HVHZ Resistant P-re S)oa Product Model. Nonfat or Namt Product Description Contract Expiration Dab In HVHZ pJtsida, Feel Proeapre < 85 D85 VVO-09 PAN-21c753: 73. 75, 84A, 94, 42, 48, 428, 48B, Steel Pan (min. 25 ga.) Singk-Car (up to 9'0' wile) 0521=8 No Yes No +38 PSF/-02 102 102 W6-16 PAN-2F163: 73, 75, 84A, 94, 42, 4e, 42B, 48B, Steel Pan (min. 25 ga.) Doubk-Car (92'to 157 0521=8 No Yes No +37 PSFI-41 4RST, ORST, Goss, GR5S, ARSS, FDSS WINDCODE&p174; We Garage Door PSF 4RST, 8RST, GD5S, GR6S, ARSS, EDSS wide) WINDCODE&e174; W6 Garage Door PSF as♦� O 2 Florida Department of Business & Professional Regulation Pape I of 1 Building Codes and Standards 115 m18 ♦�/ v ) Product Approval Application Detall ICU Florida Department of Business & Professional Regulation page I or I Florida Department of Business & Professional Regulation Page 1 at Building Codes and Standards 1156200 Building Codes and Standards 115mi8 FL#7"0.RS M C Entity o Date�te Mate pwuQm -Do■ ■ ■ Product Approval Application Detail Product Approval Application Detall TV" version Mmuledurer Coming Engineer & Lkoma Validated By yaiwow Submitted FBC Approval Apwo edv stew Revision 2017 Thera -TN Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 10haM17 10/182017 10=017 1212=7 Approved LU FLs239425 F1.51535145 category: Exterior Doom SubCabpo y, Swkging Exterior DoorAssariblies (419) 298-1740 PE-43409 (813) 767-6555 dckw®aWldgcomu5enb. S Code Entity Data Data Dab. a dEntity o s compliance Mearod: Evaluation Report from a com TIM Version Mi nufaelurar Contact Emohmer & Llama Validated By Validated Submitted FESeA ximovall Approved slate jyQ@ Version Manufacturer cents Enpio)a & Lksnae Validated By Validated submitted FSC AQPLQYal Approved abda Florida Registered ArchBed or a Licensed! Florida Q Revision 2017 PGT Industries Dean Ruad Mimi-Dnde BCCO - CER Miami -Dade BCCO - VAL 12/20/2017 12082017 1225/2D17 Approved Revision 2D17 MI Windows and Dons Brent Slinger American Architectural Steven M. Urrch, PE 011032018 01103/2018 Validated Professional Englmer Category: Windows (941) 488-0100 (786) 315-2590 Category: Windows (717) 3653300 Manufacturers Association (717) 317-8454 F19764041e Produda Subcategory: Single Hung dmarkkQpgtMdustri-cam Subcategory: Hork-t.1 Slider balUngarOmrwd.com Compliance Method: Certification Mark or Listing Complsme Method: Certification Mark or Listing Quality Assurance Approved for Use Approved for Use Im Nalon Z Sea; Product Model. Nranber or Name Pneductiowriotlon Catemet Expiration Dab In HVHZ out" XVFiZ R"Na rPotsum FL02304R25 Products FLd45351R5 Products 1 s.8quotFberClaeslo&qud;,&gwl;SmoothStsr&qua;, 681139141,quotlmpactliquot Glued Fiberglass 12/312021 No Yes Yes N/A Q Quality Asoumno, Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved JW Use lam Design &quokClassloCrffWuw; or&quotClasslcCmft Single Door -(X) Inswing or Ortswing Configuration J Ago Product Modal. Hunter or Nana Contract Expiration Date tside In HVHZ OuHVHZ Real4taed Freedom sect$ Product Model. Number or Names Product Doserlylloin Contract Expiration Date IntRQi2 Outside HVNZ Regretted Promote R stic&quot IZ 7 SH4500 (Cage Missile Impact) Vinyl Single Hung Window 07I302020 Yea Yes Yes N/A i Hs 788 Fin and Flange Frame 73x82 Insulated Glass 02182019 No Yes Na +55/-55 SHEET NO. PA 1.1 Fri15361-RS Code mull Version IMan rfachi aL Revision 2D17 MI Windows and Goon Category: Windows Subcategory: Mullions Compliance Method: Evaluation Report from a Florida Registered Amlited or a Licensed Florida Professional Engineer FL#16353R3 Prgducb Sea Product Me*[, Number or Nome 2 6764 FI 91535t,:1 Code Tv" Version Mmufacturo Revision 2017 MI Windows and Doom Category: Windows Subcategory: Mullions Compliance Method: Ewkmtlon Report from a Florida Registered Architect or a Licensed Florida FL#15353R3 Product, Professional Engineer sea Product Model. Number or Name 2 5764 Florida Department of Business & Professional Regulation Papa 1 or 1 Building Codes and Standards lWola Product Approval Application Detail War or Date Dam Dam Pending Data Cp➢ta9t Emireror& Lieerere Validated By velldltad Sub, i A-1 Approved Stator Brent Sltilrhgeir Luis R Lomas, PE Steven M. Urich, PE 10/232017 10/16/2017 10262017 12/122017 Approved (717)3653300 PE-62514 (717)317-8454 baitN.ger@miwd.com Quality Assurance Approved for use Approved for Uaa Impact Daalon Product Desedotlon Confined Expiration Date In HVHZ Outside HV Roololem Prsasurs Vertical Aluminum Mullion 12GI2018 No Yes Yes NIA Florida Department of Business & Professional Regulation page I of I Florida Department of Business & Professional Regulation pap I of 1 Florida Department of Business & Professional Regulation Papa I or1 Building Codes and Standards 1/520is Building Codes and Standards m mis Building Codes and Standards Ifi la Product Approval Application Detail Product Approval Application Detail Product Approval Applcatial Detail FL#291-R11 FL#131924R6 FL5111924it8 Code Err�w Dab Dale ode Pendln9 Dab Code Entity or Dam Dab Dab Pendm Do" 921111 EnOW or 21 do Date Pending 20 mm Version Manufacturer S8a4rd Embwr&LI_ Valkafad ar YeNdlltad Submitted FBC A- ] Appdm9d atarot Txpa vamlcm MounurilgblsL &it— Vdketed for Valld9tad Submitted FBC Approval Appfalsd A194s Tips vamlpa Main ta9t¢u D9NK! 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Pr h Zhu Ronald I. awa John Southard P.E. 08252017 0=92017 08282017 cgs erg Og 10/102017 Approved Revision 20 7 1 James Hardie Bui Products Inc. krug Parpsherq Zhu Ronald I.Ogawa John Southard, P.E. 05125/2017 O11092017 082112017 101102017 Approved Category: Windows (941) 488-0100 (786) 315-2590 Category: Panel Waft (900) 349-2927 PE-24121 (352) 387-2526 Category: Panel Waal (909) 349-2927 PE-24121 (352) 367-2528 Subcategory: Mullions dmarkillipgtlndustdes.corn SubCategory: Slung pingeho g.xhui[liIameahi r Subcategory: Siding pingshenashuadam rshar Compliance Method: Certification Mark or Listing Compliance Method: Evaluation Report from a dle.rwm Compliance Method: Evaluation Report from a dle.00m Florida Architect or Licensed Florida Florida Registered Architect or a Licensed Florida FL#261Rt1 Protluucts Professional ngn� Professional Engineer Quality An4mnce Appoved for Use, Approved for Use Imp DlIBB F1.013192R6 Products FL/13192R5 Products S11113 Product Model. Number or Morns Product Description Comrsct Emhaton Dam tLIm1Z gWeldatiYl4 1 Prgggb, 1 Mullions for All Doors and VAndowa Aluminum Mullions 06r2 021 Yes Yes Yes N/A sea It Product Model. Number or Name Qwd&Assurance Apunv titer Uw Anprovad for Use Product Description Contract Elulra6on Dab I1. Outside HVH2 Normal, Dooklin Roslotord Presser slag# Product Model, Number or Name Product Dworlplbn Cor"ut Eminlmn Dab the Approved ficr Use Imps Doe)gg In HVHZ Wall Ree ErQlga 1 Cemplank Lap Siding fiber- rmnrt lap siding 12/312020 Yes Yes WA N/A 2 HamiePlank Lap Siding f oor-ow ent by siding 12/312020 Yes Yea WA WA Search Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape I oft vs2pla Enew Door oft Data Pendim DOW FL#281R11 code Cater tees _ Eminax& Lkame validated By validated Submptetl FBC Approval Approved status TTvaa version oftnufa bim r Brant Simper Luis R Lomas, PE Steven M. Urich, PE 1023fl017 1 &162017 10282617 12/122017 Approved Revision 2017 PGT Industries (717) 3663300 PE-62514 (717) 317-8454 Category: Windows treltlingaramlwd.com subcategory: Mullions Compliance Method: Certification Mark or Listing FL461RII Products Sea# Product!:, WaW»r or Name Quality Assurinam Approved for Uw Approved for Use Impact gwlon 1 MulllonaforAll Doom and Windows Protluet Description Contract Expiration Dam In HVHZ Outside HVHZ Resistant Prbserum Vertical Aluminum Mutton 12/312018 No Yes Yes N/A Search Critarle Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O.1 of I 1/52016 Entity or Dft Date Dam Pending dAk FL#13192R5 Czk Coat Enakerer&Licame yahldotsd By VWldatad Submitted FBC Aagrovai Approved statim TTVM Version Manufacture Dean Ruadd MIaml-Dade BCCO-CER Mlan:FDade 13CCO- VAL 12/052017 11/162017 12MVA17 Approved Revision 2017 James Hardie Building Products, im (941) 486-0100 (786) 315-2590 Category: Panel Walls druark®pgtIndushias.com 8ubCabpory: Siding Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Quality Assuan Apeoyed for Use Approved for Use lam Dooien FL#13192R5 Products Professional Engineer ProductDescription Aluminum Mullions Contract Exal.ton Dam IDIMQIZ Outside HVFQ !tom Pressure 05262021 Yes Yee Yes NIA Sea # Product Model. Nunibor or Norm 1 Cemplank Lop Siding Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 al 1/5/m18 EndN M Dow Dab Data Pending 00 co)ltaas Enak—&U—seyalkatedBy Velkabd Submitted FICApproval Apgneyod Saber Pingshe g Zhu Ronald 1. Oga its John Southard, P.E. 08/2512017 08/092017 08282017 10/102017 Approved (909) 34&2927 PE-24121 (352) 367.2626 pingshengshuQameahar die.cem Quoits Assurance Approved for Use Approved for Use ImaeFS Desim Product Description Contract Expiration Dam In HVHZ Outstrip HVNZ Rnifirek Pressure fiber -cement tap siding 12/312020 your Yes WA NIA FLf/1192R5 Type Version ltta0ulia.tIMC Revision 2017 James Hardie Building Products, he. Cebpory: Panel Wells Su iCasagay: Sldhg Compliance Method: Evaluation tion Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer F1.013192R6 Product Sea Product Model. Number or Hamm 2 HamlePlank Lap Siding Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applldaflon Detail Pape l of 1FWI8 Entity or Data DDW Dove Pardue I& 54BfidEmilingeor & License VdkolodBy Validated Submitted FOCApP74YN Apm+ver! alto" Plrgetheng Zhu Ronald 1. 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ErWNa Dole tab Data Pending Date Coda Entityw tab Dab Deb PeMlna ante Code EnU&a Data Wm Data perell Dab Code Entity, or DWA Date Deb Pending 20 Type Meet- Emlmor&Lk.nsa Whirred By Validated Submitted FBG A —I Approved at". MDa Version Manufactdroc ShcatalB Enpkmor&IJoema Validated 61 Wadded Sum Fill Apmmul Alrprsry d itita I3211 Version SdtNa9! En, ihwr&mama Volkoted ar V IW t d Submitted -FSQ Approval Approved Status mm Vusipa Man11t9+&IQc Emkrwr&Lkerme Meteoroid Sr Validated Submitted FISC Approve! Agpnryld AMR Revisor 2017 Alelde Nick Thompson Lyndon F. Schmidt P.E. Ryan J. King, P.E. 10/042017 10/03/2017 10/112017 12/122017 Approved Revision 2017 Alake Nick Thornpwn Lyndon F. Schmidt, P.E. Ryan J. King. P.E. 10/042017 1010=017 10/112017 12/122017 Approved Revision 2017 GAF Michael Sbeh Robert Niemknn John W. Knexevk h, PE 09272017 09/20/1017 09282017 12/122D17 Approved Revision 2017 TAMKO Bulking Products, bit Kem Eden Zachary R Priest Locke Bowden 10112=17 10/052017 10202017 12/122017 Approved Category: Panel Walls (330) 922-2380 PE-43409 (813) 767-6555 Category: Panel Walls (330) M-2389 PE-43409 (813) 767-6555 Category: Roofing (800) 7863411 PEd9166 (954) 772-6224 CamgorY: RooMp 4 7) -74021 ()300-1800 Subcategory: Soffits nthompson®alska.mm Subcategory: Soffits mhompwn@alslde.wm SubC.tegory: Aiphati Shingles metlehftaEcem Subcategory: Undarlayrmnm kem_edan®mmko.com Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Comptahce Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Arrhaed or a Licensed Florida Florida Registered Archfled or a Licensed Florida Florida Registered Armored or a Licensed Florida Professlonal Engineer Professional Engineer Professional Emmaer Professional Engineer FL#15272R2 Products Quality Assurance Approved for Liao Approved for Use Impact Dookin FL#15272R2 Products Quality Assurance Approved for Uw Atinyvad for Use, ImdRSS Design FL#10124420 Product, Dually Assurance Approved ter Uw Atorwed for Use ball Design FrJ123264i8 Pruducb QuoillyArommoncer Approved for Use, ApprovedforUse Imonct Derelcon Sage Product Model. Number or warm Product Description Cpmtract Expiration Dam In "VHZ Outside HVHZ ROSMI pressure See # Product Model. Number or Nome Product Dwuitift Contract Expiration Dab nl HVHZ Outside! HVHZ sure Sep # Product Model. Number*, He— Product Description Contract Expiration Dab in HVHZ Outside NVHZ Resistant pry@ 229.1 Product Model, Number or Name Product Drrwriotlon Contract ErmleOon Dam be Dow& i Pressure 1 a. &qud;2T" Soffit Vent or Solid Vinyl Soffit 1213I2020 No Yes No N/A 2 b. &qud;Allianm T4&quok Soffit Vent or Solid Vinyl Soffit 12/312020 No Yes No WA 1 GAF Asphalt Roof Shingles Fiberglass minforcedl 3-tab, laminated, 5-tab and 10202018 No Yes WA N/A a No. 15 UL Asphalt saturated organic felt 011072019 Y" Your WA WA hipfrkge asphalt shingles Search C C Florida Department of Business & Professional Regulation P.O. i or Florida Department of Business & Professional Regulation Page 1 dt Florida Department of Business & Professional Regulation Pape I tat Florida Department of Business & Professional Regulation Page I oil Building Codes and Standards l/W016 Building Codes and Standards i 52ola Building Codes and Standards 115dic1a Building Codes and Standards t52o+s Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL#16918R2 691111R2 FL#169184t2 FL#169184t2 Cie Enft or Data Data nab Pending Dab Code EMiN a Data Date Data Panchen Data Code Enft or Data Dam Dote Pendim Date code EM or Dab Dig Dab Pe"M Dow Type Version Manuili er Coate Engimer& License Validated By YaMdetad Syb VA d FBC Approval Approved $taiga 11M version Manufacturer Cpldaa Enotrerar& Lioerere Validated By Wedged Subrull FBCAppmlal ApDtMC9d ilium I= version Manutsdmuror cop(agt Emrrerer& License Valdated By validated Submitted IN Awroval Alea@lR,d ate & LM version tt9aldiGtQ4C C ld..t Eoalex.#lkaafs validated By V.1d.W Submitted FOC Apptmrd Apgr4Yad Stabs Revision 2017 L.V. Thompson, Inc. dba Thompson Architectural Tony Climb— Zachary R. Priest Locke Bowden 10ftOr2017 10/102017 10/172017 12/122017 Approved Revision 2017 LV. Thompson, Inc. dba Thompson Architectural Tony ChriMman Zachary R. Priest Locke Bowden 10110MIT 1&102017 10117/2017 12/122017 Approved Revision 2017 L.V. Thompson, Inc. dba Thompson AmhK W ml Tony Christman Zachary R. Priest Locke Bowden 101102017 10H012017 10117MO17 12/122017 Approved Revision 2017 LV. Thompson, Im dba Thompson Architectural Tony Chmilmom Zachary R. Pdesr Locke Bowden 10110=17 101102017 10/172017 12/122D17 Approved Metats Company (TAMCO) (813) 2483456 PE-74021 (334) 30D-18M Metals Company (TAMCO) (813) 2483456 PE-74021 (334) 3WiS00 Metals Company (TAMCO) (813) 2483456 PE-74021 (334) 3Wl8W Metals Company (TAMCO) (813) 24B34W PE-74021 (334) 300-IWO Category: Roofing mny®gom etahroofing.com Category: Roofing lonyl@gometatoofing.com Category: Roofing lony0gortertekouflng.com catiolloric R.0fing tonyliligormotalmoong.corn Subcategory: Roofing Accessories that am an Subcategory: Roofing Accessories that am an Subcategory: Roofing Accessories that am an eubCat.gpry: Roofing Accessories that are son Integral Part of the Roofing System Integral Part of the Roofing System integral Part of pre Roofing System Integral Part Mth. Roofing System Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Compliance Mail": Evohmti in Report from a Florida Registered Architect or a Licensed Florida Florida Registered Amhited or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Fhrlda FL#15916ii2 Professional EngineerProfessional Product FL#16918Jt2 Engineer Products FL#1691BR2 Professlonal Engineer Products FL#IM&M Professional Enpinep Produeb Sesf Product Model. Number or Name Quality Assurance Product Dwcr!iWw Contract Expiration Dam Acc—d for Use Approved for Use tDpe91 in HVH2 Outside HYHZ Rssbmnt Dal90 Pressure Sgo# Product Modal. Number w Nartm Quality Assurance Product Dwcriall Contract Exaltation Dab Aoaoved for Use Ar od to, Uw 1RdRd IO.H outside HViQ Resistant Dglgn Prssure Sea# ProductModel. Numbetror Name Q,W Assurance Product Description Contract Expiration Dab Approved for Uw Apmcved for Use 1p.IdYdd>:Gallows hoped 1 Daalm Pressure 220 Product Model. NmMw w Nuts QuallillLA9lpance FCC[,Deftription Conbad Expiration Aoaa ed for U, Apo®Rd-fb Um DOW InHVHZ Qytoka,m(NZ leaned FloaWakr Doolan rpm 1 TAMCO Flat Top Off -Ridge Vent with ealfle for Tuie 26 ga. static roof ventilate with baffle 09AW2026 Yea Yes WA NIA 2 TAMCO Gooseneck Vent 26 go. 091092020 No Yes WA 101-52.5 3 TAMCO ORRldge, Roof Vent with BafM 26 ga. static roof ventilator with Integreted bore 09/002026 Yea Yea WA WA 4 TAMCO Round Tap Off -Ridge Vamwith 0affie forTb 26 ga. atatic of vena7ettr with baffle O9/092026 Year Your WA WA Florida Department of Business & Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation Pao.1 of Florida Department of Business & Professional Regulation Page 1 of I Florida Department of Business & Professional Regulation paps 1 of Building Codes and Standards 1W2016 Building Codes and Standards I/srmis Building Codes and Standards 11541cm Building Codes and Standards Ir"Is Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FU2151IOR1 FL117202R3 FLA7949RI1 FL97S19R1 Coda Entity or Dole Data Data Pen llm Date Code E my er Dow Date Data Pendlm DOW Code Entlb or Data Date Date Pendim W� COO EMNe or Do% ode Wb PouNm upas Tyoa Vachon Monuacturer contact Engimer&License Validated By validated ButmLtas! FBC Approval Approved slow, mm version Manufacturer Ccataa! Enalwer&Lieame WhIetsd By ys Submitted FBC Approval Approved it" mm Vent- ManutaDtrer Contact Enaker.r&Lleense Validated By V.ilklabod Submitted 18D.AcorovM Apor—od Stag MUIR vaslga ttaaldlaw gdlllta4t EDaInqiu&License, validated By Vsiidrtsd Submitted FRO Approval ApprmRd $tabs Reviakm 2017 Florida Metal Products Inc. Clark Jones James L. Bucker, P.E.40 Michael John Bunter, 10/25IM17 1&O5/2017 101=017 12/122017 Approved Revision 2017 Lomance, Inc And —Carter Jam" L. Buckner, P.E. Steven M. Urich, PE 12/18/2017 Re -Apply Revision 2017 Sorel Roofing /MonierLifeUe Thomas Jammed IAPMO Uniform Evaluation Gary W. Walker 1&182017 IOIDMO17 10/2112D17 Approved Revision 2017 Sorel Roofing I MonerrLifetre Thomas Jemmelt WPMO uniomm Evaluation Gary W. Welker 10/18=17 101062017 101212017 Approved Category: Roofing (904) 783-84DD CBUCK Engineering P.E. Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 Category: Roofing (802) 289-2288 Services LLC: (205) 854A180 Category: Roofing (802) 289-2288 Services U.C. (205) 884-0180 Subcategory: Roofing Accessories that am an I rkQfemce.com PE-31242 (561) 414-7557 Subcategory: Roofing Accessories that are an acarterCkamnco.cam Subcategory: Roofing Ties momes.lermertltaboral.ce 8ubCatapory: Roofing roles thomaajammtl®borel.ce Integral Part of the Roofing System Integral Pert of the Roofing System Compliance Method: Evaluation Report from a m Compliance Method: Evaluation Report from a m Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Product Evaluation Entity Product Evaluation Entity Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer R.07849-R11 Product, FL#79494ti9 Products FL#21SOMI Products FL1177202R3 Product, Quality Assuirewe Averaged for Approved for Use 41Isi1bLA AI.roRdfor the, Approved for .LOW Img>.t piegice, Sffid Product Model. Hunter car Warner p�,D in Outride llVHZ Roelatald pr�ere �a Produrd Model. Number or Name per tL� gr�Wryg ) p� 222.1111' Product Model. Number or Name Quality Assursne. Product Dw I Data Apgrwedfor Use Aporoved for Use Impact in xvHz oul lw NVHz RWIM 12nitn Pressure Sao9 Prodad Model. Number w Name 9pel1h191elIfa0+ffi Product DwAction Contract Expiration Dab Approvedfor Use Agewedfor tripe 1. Outside Resift g( Deakin pure 27 Wgtie 800 Medium Profiie- Denver 1O0412018 No Yes WA WA 28 Vita 900 Medlin Profile -Lake Webs, FL 10104MG18 No Yes WA WA 3 3 - FLAMCD &qu tRV 10 Ridge Vant&quok Aluminum Ridge Verde for pitched roofs fabricated 12/312020 No Yes No WA 1 De.K-Alr ' DA4 Low Pmflb, Polypropylene Plastic, Roof Vent 07/102019 No Yes No +07.5/-97.5 Swrch Cribrio search Critsrio from 0.026*Muminum Moaanlcaly Attached to Plywood Decc Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Pape i of I Florida Departmert of Business & Professional Regulation Pape 1 of Florida Department of Business & Professional Regulation Page i of I Building Codes and Standards 1152o16 Building Codes and Standards 115/mis Building Codes and Standards 1/5rm18 Building Codes and Standards I/5/m18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail F137949RII FL#78494tIi FL#7u9Rt1 FL#7849R11 torte Entity oww Dow Dab Pamim Dow Cote Eml w Data Data Data Pandits Dow Coda Eft or Do" Vat. 0014, poncbw Dole Cod. EL4kwL3r dO Date Dab Peroom Irk mull vomlaB Manufactu Correct E-fneor& emcee Validated By valldatad Sub, Dtad FB4.BOoraysI A -rowed $taus 7YIR version Menuhh tltet 0h0»r3 Enal mor& License validated By )Cs9dilMid Submitted FBC Approval App@Yad $tats IyDa YauIDB Manuflictum Carl Emineer & LJeame Vslkdoted By V9lbtetsd Submitted LBD.Approval Aap®Rd $tats Iyaa YiB9Iffi YLDutasAlffi DaDisct Epp Volkabd By YaMdatad ilbRkmd F@SeApprici19t Aporayffi dIlmR Revision 2017 Boni Roofing I MonierL"deble, Thomas Jemmett IAPMO Uniform Evaluation Gary W. Worker 10/18M17 10I06/2017 f021/2017 Approved Revision 2017 Scroll Roofing /Monied-i(ene Thomas J.—It IAPMO Uniform Evaluation Gary W. Welker 10/182017 10AMO17 10/212017 Approved Revision 2017 Sorel Roofing/Moadifetae Thomas Jammed LAPMO Uniform Evaluation Gary W. Walker 1&182017 10/062017 UY212017 Approved Rervislam 2017 Borer Rom6rg/Monled.tieae Thom"JemmeO WPMO uniform Evakrafmn Gary W. Walker i&192017 10/06/2017 101212017 Approved Category: Roofing (602) 269-2288 Services LLC. (206) 8540160 Category: Roofing (602) 269&2288 Services LLC. (205) 854-0160 Category: Roofing (602) 28&2268 Services LLC. (205) 854-0160 Category: Roofing (802) 2%M$8 Services LLC. (205) 854-0160 Subcategory: Roofing roles tlwmas.)ammetiCboml.co Subcategory: Roofing Tit" thormejemmattilboral.co SubCdogory: Roofing Tiles thomasiemmeitillIboml.co Subcategory: Roofing Time bum aakmrmeCboral.co Compliance Meted: EvaWa kin Report from a m Compliance Method: Evaluation Report from a rn Compilsma Malhod: Evaluation Report from a m Compliance Method: Evaluation Report tom a on FL#7849R71 Product Product Evaluation Entity FLD78/BR71 Product Product Evaluation Entity FLA7804M Produ:fe Product Evaluation Entity F1.1/9494t77 Product Product Evaluation Entity .alai Product Model. Number or Name Duality Assurance Product Dncrl Contract Expiration Dab Approved for Use Approved for Use Impact In KVHZ Outside HVH2 Realetsnt De9Ie0 Pressure 1110 Product Model, Number or Nam OualHy Assursnce Product Description Contract Emiraton Dab Approved for Use Approv dfor Uw Impact Ig-M,Outside HVHZ Resist,gt Deakin pressure Sso# Product Model. Nur6ar or Name Omit Assurance Product Description Contract Embaton Data Approved for Use Approved „brther In g Outside HVHZ Impact Biolstant Dealpt Frllsure Ala Product Model. Number w Name 91.9b, A911Mace pCoduy(DolosrlattPB Contract Expiration ADDroved.for LIM Ablingerod for Lks, IB.Idi!fdi OLfthl.ftvHT. Imonpt pm 219M FrosWQ 16 Saxony 900 Flat Profile - Ratio, CA 10/0412018 No Yes WA N/A 17 Saxony 900 - Country Slate, Hartford Slate, Shake, Slate, Flat Profile - Stockton, CA 10/042018 No Yes WA N/A 18 Saxony 900 - Country Slate, Shake & Slate Flat Profile - Henderson, NV 10/042018 No Yes WA WA 19 Saxony 900- Country Slam, Shake, Slab & Split Flat Profile - Lake Walls, FL 1 W04401 a NO Yes WA WA Split Old English Thatch Shake Search Crimrb Search Clitoris Search Crawls � U N O O C .CD CU U �— CO CD O 0 0 O a) CU O O CU U_ p > .Cn —0Cn a) E W w O z z W J U) CU O CU U Cn 7t:f O W a _ `CU Leee CIO U O L V U) U m W Q z Z Q J SHEET NO. PA 1.2_ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 of 1 1/52018 FL#F"SRll FLt188784t8 Code En tv w Dab Dab Dap P"WIM Dow Code Myge version MmuliG01ML Stunted Enclrroor&Lkanp Validated By V Ilda d Sulterifted FBC Auroral A-M d Statue, mm Version Manufactu Revision 2017 Bo it Roofing / MonlerLBedk Thomas Jammed IAPMO Uniform Evaluation Gary W. Walker 10/182017 10/06/2017 IO212017 Approved Revision 2017 Global Protection Products, LLC. Category: Reeling (602) 269-2288 Services LLC. (205) 85"160 Category: Shutters Subcategory: Roofing Ties thomae.jemmeftboral.co Subcategory: Storm Pane). Compliance Method: Evaluation Report from a m Compliance Method: Evaluation Report from a Product Evaluation Entity Florida Registered Architect ora Uoer W Florida FL176494t11 products Professional Engineer Quality Assurance Aooroved for Use Approved for Use Lppp9t Deal- FL116078-R6 Producer gepf Product Modal. Number orNo- Contract Expiration Dab In HVHZ OutsideHVHZ Roolagnt Pt!!!lmLe 20 Saxony 900 - all & Slate Flat Profile - Lathrop, CA 10/042018 No Yea WA N/A 9s01 Product Model. Number or No- 1 20 Gage Galvanized Steel Storm Panels/HVHZ $>urch.Sdtods Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape I of 1 1/5/2018 FLi16076R6 Fstib or Date Data Wb Pending Qai. Code Contact Bminvor&Licenee Validated By valkleted Submitted FBC Approval Approxed $mLa mm V-1- i) Ten Robinson Water A_ Tilit Jr., P.E. John W. Knezevich, PE 08/062017 08/312017 09/11/2017 12/12/2017 Approved Revision 2017 Global Protection Products, LLC. (954) 6894545 PE-44187 (954) 772-=4 Category: Shutters b-oblasonCgppsid... SubCWAgWy: Storm Panels compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FILIM5076-RS PrW uep Quality Assurance Approved for Use Approved for the Impose )Asian Product Dwrlpdm Contract ExpirObii Data In HVHZ Oulelde HVHZ Rest HUA Paesura 8o0If Product Model. Number or No Corrugated Galvanized Steel Storm Panels retained 12/312019 Yes Yea Yes WA 2 24 Gage Galvanized Steel Storm Pamis/NHVHZ or not by trades to provide hurricane protection. N O L L_ a) Q cu U -0V C 0 5_ C \/ O � O -0^O a)Florida O O 4-0 CU =3 N L _0rr LL 111 2� /` Department of Business & Professional Regulation page 1 off Building Codes and Standards Irm1a Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards 115mta Product Approval Application Detail it, Data Data pap PalladinoCgk Enalneor & License Validated By VatidaWd Submitted FBC Apuroval Apponred $gLa Tin Robinson WeBerA. Tire Jr., P.E. John W. Knuavk:h, PE 09/06/2017 08/312017 09/11/2017 12/122017 Approved (954) OW7545 PE-44167 (954) 772.8224 tR.i/7889-R7 or � M Mrse Yew 9liemted stedus Revision 2017 All American Shuaes and Glees Mire Barbieri Frank L. Bonnard., I Troy Bishop, P.E. 10201201117 Category; ShuBeB PE-0046549 (954)947-0g80 Re-Appy tiro-bineonfgppenl.com Product SulaCeb pay: Stone Panels Compliance Meticd: Evaluation Report from a Florida Registered Architect or a Ucemed Florida Professional Engineer mlkeb@aiamadcemhutb mbalot124anne hap0m -'^ � =+ I) ICU O � 11i CV U)FLi1Tes9-R1 Q CL QwIIN Assurame Approved for Use Aporoved for Use Impacj Donlon Quality Assurance Aporovod for Use Approved for Use Intend Dwshat Product Description Contract rsplretbn Dab In HVHZ Outride HVHZ Resleftnt Proesuro S.a al Product Model. Number or ale- Predust Description Contract Expmdon Deb In H HIZ Prauura Corrugated Galvanized Steel Storm Panels retained 12/312019 No Yes Yes N/A 1 22ga & 24ga Galvanized Steel Sp1m Panais 229a & 24ga Galvsnived Steel Storm Panels 12/372018 No Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape l ore 1/52018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe 1 of1 1152ofa Florida Department of Business & Professional Regulation Pow I ore Building Codes and Standards 1P✓mIa Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i oft it mte poet Enft or Ra 20 Date Paindim leg codo Entity go )tots Deft Poindipp Beg FL#199940 Code Entibe Diet Iteg Date Pjndipp )kg 13f1 4 990 EOW or Ra 209 Date Pending ask Type Ver_abn Manufacture Conti tc Farnlnoor&License Validated BY Validated Submitted FBCAMM-1 Approved Shaw Woo Vanbn MenuracWrw Cents, et eaula,ar&License Validated By Validated automated FBC Aaoroval AwrovW Sohn TV" Version Menufactursr cofteet Enolroer&Lirewe V.Hdabtl ev VYldatad Submitted FBC Approval Approved sags TV- Version Manutecturer Contect E.CMWVWMapd By Ventilated Sys FI1C Approval Ate• st■n Revision 2017 rrW Building Components Group Inc. Stuart Lewis ICC Evaluation Service, LLC William M. RenledL PE 09/1912017 09/072017 09/212017 Approved Revision 2017 ITN Building Components Group Inc. Stuart Lewis ICC Evaluation Service, LLC WIILam M. Reeled, PE 09/19=17 09)07W17 0202017 Approved Revision 2017 RW Building Components Group Inc. Swart Lewis ICC Evaluation Service, LLC Wiliam M. Ranieri, PE 02119=17 090072017 09212017 Approved Resaion 2D17 r1W BWWiog Components Group Imo. Spurt Lewis ICC Evaluation Service, LLC Wham M. Rantert, PE 09/19/2017 0900712D17 091212017 Approved Category: Structural Components (847) 918-6473 (407) 681-1917 Category: Structure[ Components (847) 91"473 (407) 681-1917 Category: Structural Components (847) 91 (407) 881-1917 Category: Structural Component. (847) 9188473 (407) 881-1977 Subcategory: Tessa Plates siewlsoalpinaltw.com Subcategory: Truss Plates slewisQalpineitw.com Subcategory: Truss Plates slewiscalpineltv.cem SubC.1i Truss Platen sbwle@alpinelha.com Complame Method: Evaluation Report from a Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Product Evaluation Entity Product Evaluation Entity Product Evaluation Entity Product Evaluation Entity FL KIIII 8 Protluct FLNIgft4t6 Products FLi1991I Products FL119994t6 Products Quality Assurance Approved for use Approved for Uao Impact Beare QwIIN Assuanu Approved for Use Approved to Use below Deslon Quality Assurance Approved for Uae Approved for Use Impact !?.Ian Quality Assurance Anojed for Use, Approved be use Impact Design 2e111 Product Model. NunberorNam Product Descried ContractExolralbnDab In11121t OuteirsHVHZ R"leg0! pressure Snot Product Modal. Number or Name Product Description ContractExalatlonDale LL111Q)Z outside, HVHZ Reashola prolspy@ 220 Product Model. Number or Nam Product Description Contract Expiration Dab InGultilde, HVHZ Ratolotent pressure SeeY Product Model,NprnberarName Product Dnclimtpp Contract Expiration Dift In HVHZ )jam prysure 1 ITN BCG/Alpine Higher Strength IN & S) Metal Connector Plate 12/312022 Yes Yes WA N/A 2 RW BCG/Atphe Hinge Pleat Metal Connector Plate 12/312022 Yea Yes WA N/A 3 ITW SCG/A)pine Tmlox Metal Connector Plate 12/31/2022 Yes Yes WA N/A 4 ITW BOG/Alpine Wave Metal Connector Plate 121312022 Yes Yes WA WA 12ffgL qdwjil Search Criteria Search.S Florida Department of Business & Professional Regulation Page I of Building Codes and Standards 115=18 Product Approval Application Detail F1.021974te Ives Version 11Yntda9tiner Revision 2017 MRek Industries, Inn Category: Structural Components SubCategory: Truss Plates Compliance Method: Evaluation Report from a Fta21974a Produce Product Evaluation Entity Seal Product Modal. Number or Nome 2 Mil 16 Search Crilarla Florida Department of Business & Professional Regulation Pape I .f l Building Codes and Standards 1/52018 Product Approval Application Detail FL12197R8 FU1116527a8 Code Entity or Dab Data Dab Pa dim Ge�q Code Ivpe W.I., Mwtde941ms Contat Erealne6r & LJgemr Validated Blr V lid t d Submitted FBC Auroral Approvep )Igga MYge Mention 1)IeDWe9L1[9t Revision 2017 MRek Induaulea, Inc. David Wert [CC Evaluation Service, LLC 100 Evaluation Service, 10/192017 10119=17 102212017 Approved Revision 2017 Weyerhaeuser category: Structural Components (314) 851-7480 LLC. Category: Structural Components Subcategory: Truss Plates dwert,ffim8.c.m (205) 599-9800 Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a F1.121974fr9 Products Product Evaluation Entity F1e6527a6Produds Product Evaluation Entity Aeaf Product Model, Number or Name Quality Assurance Approved for use Approved for the Product Description Contract Exolrelbn Daft in HVHZ outsidet15RK Impap2 Behan Realeto P-, Se.Y Product Model. Number or Name 5 MT20HS 20 ga. high strength tins connector plate 01/012023 Yes Yes WA N/A 1 Mirollam LVL Sesroh Criftris Search Criteria F1LM27RS code T m 93240 Manufacture Revision 2017 Weyerhaeuser Category: Structural Components SuIoCologory: Engineered Lumber Complianca Method: Evaluation Report from a Product Evaluation Entity FL18627R8 Product 22g f Product Monti. Nunbor or No- 4 TJ Rim Board Florida Department of Business & Professional Regulation Pagel .f I Building Cosies and Standards 115mia Product Approval Application Detail FLs6pRTR8 Dab Paoding )cMnly or jtt>g Beg JMtg Code Corhpe! EMlrhoer&License Validated By VNldmed Submittod FBC Approval AePLh'ed ggh_ Type Version Manufacture Rob Ballwin ICC Evaluation Service, LLC James A. Rothman, P.E. O6r222017 061202017 07/031m17 Approved Revision 2017 Weyerhaeuser (253) 924-6476 (608) 839-1344 Category: Structural Components Robert.BalrWrIC eyerha SubCetegory: Engineered Lumber euser.mm Compliance Method: Evaluation Report from a Product Evaluation Entity FL166274t8 Produces Quality Assurance Approved for Use Approved for Use Impe93 Damon Productp. In HVHZ oualds HVIIZ Ransil PLe}eya Ali Product Modes. Numberor Name Structural Composite Lumber or Oriented Strand 03/311m19 No Yes WA WA 5 Weyerhaeuser Rim Board board Rim Board Search Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 Off 1=16 FL9279748 Edl or Data Data Date P.O- now Code $rpgmg EMirner&License validated By YYklote9 Submitted F13C.A-1 Approved Ama lime VerlV4n Moin David Wert [CC Evaluation Service, LLC Ice Evaluation Service, 10/19,2017 10/192017 10222017 Approved Revieim 2D17 MRek Industries, Inc. (314) 851-7480 LLC. Category: Structural Components dwertilimii.com (205) 59"100 Subcategory: Tars Plans Compliance Method: Evaluation Report from a Product Evaluation Entity FL121974R9 Products gMdlb Assurance Approved for Use Approved far Use Intl Bsslpp Product Doecdodon contract Expiration Dab in HVIZ Ouside NVHZ It"I'dgg( pressure Sol Product Model. Number or Name 16 ga. truss connector plate 01/012023 Yes Yes WA WA 3 MT18HS Search Criteria Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 115=18 Product Approval Application Detail FLa8627Ra Entity o 04% ,DDow Data Pending Qgg, Code Contact EMineor & License Validated By Validated Supinagd FBC Aaaroval Approved agnu mm Version Mani facto Rob Saklwin ICC Evaluation Service, LLC James A. Rothman, P.E. OB/222017 06120MO17 07103=17 Approved Revision 2017 Weyerhaeuser (263) 9246476 (608) =-1344 Category: Structural Components Robert.Baldwinitiwayema Subcategory: Engineered Lumber euser.cem Compiance Method: Evaluation Report from a Product Evaluation Entity FL16627RB Protlueft Quality Assuance Approved for Uw Aooroved for use [mood Deal - Product Description Contract Expiration Date In HVHZ P-, AW Product Model. Number or Name Laminated Veneer Lumber 03/31/2019 No Yes WA WA 2 Parallam PSL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 Il52o18 FLfmg7R6 En l y o Dow Data Date PaWlrw DDOg Code Faslpper.& Upshots youdded By Velidated $lrbff*W FBC AD-val Approved all" Im& voted- tYn David Wert ICC Evaluation Service, LLC 100 Evaluation Service, 10/19=17 10/192017 10222017 Approved Revision 2017 MRek Industries, Inc. (314) 851-7480 LLC. Category: Structural Components dwertgmli.com (205) 5994M SubCabgay: Thus Plates Complienge Method: Evaluation Report from a Product Evaluation Entity FlJ12191I Products Quality Assurance Approved for Ueo Aooravad for Use [mood psalm Product Description Contract Expiration Dab LLL9RIZ Outside HVHZ Rolm pyre Sao[ Product Modal. Number or Name 18 ga. high strength truss connector plate 01/01/2023 Yes Yea WA WA 4 MT20 search Crime Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards 115=18 Product Approval Application Detail FL16127a1 Entity or Data Data Dab POWIM 291 Code con toct Enalnear & License V IkhdW By yailgaled Submitted FBC A.Myod Approved $Spa iyg ifmgn M-Ukc I0L Rob Baldwin [CC Evaluation Service, LLC James A. Rothman, P.E. 0622/2017 06202017 07/092017 Approved Revision 2017 Weyernaeumr (253) 924-6476 (608) 839-1344 cotegary: Structural Components Robert.Bakavintilweyema SubCololil Engineered Lumber euse.com Complance Method: Evaluation Report from a Product Evaluation Entity FLMg27Rt Produsb gygpbr Aseupp{at Approved for use A000ved far use )mood Doolan Product Dwdiudon Contract Expinffion Dab In WHZ outldikirm R,,Nftd P-, ?i:,zf Product Model. Nunhar o Nees Parallel steed Lumber 03/312019 No Yes WA WA 3 TrDerStrand LSL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page f of i 11 IISMIS Entity DM DWA Debt Pondingi Delta a Ilraere VWW fed 8, YilaGted SL4,,Ubd FOC Approval Approved stolue David Wert ICC Evaluation Service, LLC ICC Evaluation Service, iGHS2017 1011WM17 10222017 Approved (314) 851-7480 LLC. dwert@miLmm (205) 599-MM Quality Aesuence Approved for Use Approved for Un basi Design Product Desodctlprn Contract, Expiration DOM In,Ipyj outride NVNZ l Preswro 20 ga. trues connector plate 01101=3 Yee Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs 1 of 1 11 il5/m1a Entitles Beg 20 Diet Pam■ )tag coact 1:ngineer :.Lk- Vagdema ev YLIBtlMed B.ubanlued FbC Ampro al Approved lum Rob Baldwin ICC Evaluation Service, LLC James A ROMmerl, I OW=17 08202017 07103=17 Approved (2W) 924-6476 (608) 839-1344 RoberLBaidwhieweyema ewer.com 9wdWLAtawopp An r,,dN[!he Aopimt dforU- LMUM Bel■ Product Description Contract Expirradon Dide In HVHZ old EsWWS frooloL■ LantneW Strand Lumber 03/312019 No Yes WA WA Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Paga I of2 Florida Department of Business & Professional Regulation Page2.f2 Building Codes and Standards 115=18 Building Codes and Standards 3M2018 Building Codes and Standards WV2018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ...E ,,..,.. Quality Assurance Approved for Use Approved for Use c Design r/ ,. .. .. ,. .. .. ...» .. u... .... ........... 'F ,F .. {, ♦ i ,.a�.�.� ..H .♦, .. , ,, .,.., .t... ., , . , ...., ., ....i ..... ....... � s s r�, , in n '\s ;e;'xecS"�. � se # Pr oduct Model Number or Name .duct Dascrl Ion A' m Contract Expiration Date n HVHZ Outsl de HVHZ s M Resistant Pressure ErdMv or Jteg )tag !? Peg Cade a..l�:,� „w..T ,.:u. �,., ,:.'» .. ,.s .,,m vlu:C,�;: „ \\,�. ........ EM 0at ....,..... ,... Data Data Fondle. ...,.,. ::\,.r,..a Data Yv.,.. .,,.�..,). 18 26 Ga. GUItPeR P 26 R Roof Panel over 1.4 Wood 04/122024 Yes Yes N/A -NIA/ Comet EnolrnerB Lleenes Validated By VNMabtl u0 FBC Approval Appt�4fl � Tvoe Versio^ Manutaclurer - Contact Engineer&License Validated Br Validated Submitted F6C Aoorovai _ Aooroved Status Puri ever 15/32 pod Pininsover15/32& q � � -151.7PSF 18 26 Ga. GUIFPBR eve 1 Min 26 Ga. G01fPBR over 15/32&quota Plywood 04/722024 Yes Yes N/A +N/A/ Rob Baldwin ICC Evaluation Service, LLC James A. Rothman, P.E. 0622/2017 081202017 0V03I2017 Approved Revision 2017 Gulf Coast Supply & Menufecturing, LLC. Eng David Ceniel5. Kuhn Lucke Bowden P.E. 10/122017 f0/102017 10/172017 12/122017 Approved -154.7PSF (253) 924-6476 (608) 839-1344 Category: Roofing (352) 498-0778 PE-75519 1334) 300-1800 20 26 Ga. GUIfPBR Min 26 Ga. GulfPBR war ix4 Wood Pudins over 04/122024 No Yes N/A -NIA/ Robert.Bokdwln@wayedu SubCategory: Metal Roofing info@90fcrostsupply.c.m 15/32&quok Plywood -151.7PSF euser.com Compliance Method: Evaluatim Report from a 21 26 Ga. GulfRib Min 26 Ga. GulfRib over 10 Wood Pudins over 04/122024 No Yes N/A +N/A/ Florida Registered Architect or a Licensed Florida 15/32&quok Plywood -164.2PSF Professional Engineer 22 26 Ga. GulfRib Min 26 Ga. G.IMIb ever 15/32& d; Plywood W Yw 04/122024 No Yes N/A +N/A/ 159.2PSF Approved W Approved for Use Demon f4-111 B514tSPtadnct. 23 26 Ga. Gu[fRIb Mn 26 Ga. GuliRib ever l5/32& d' Plywood 4u . Ptyw 04/122024 Yes Yes N/A +N/A/ QwIIN Assurance Use Imp '- - - '- "' .. -159.2PSF progygr-pgygggyfl Contact Expiration Dab IILiDRiiouteldeLLUIZ 13tlIfMOt Phure Quality Assurmlae Approved for Use Approved for Use Impact Design; 24 26 Ga. GulfRib Ga. Min 26quo GPlywb over 1x4 Wood Pudins over 04/122024 Yes yes N/A +N/A/ Oriented Strand Board Rim Board OS/312019 No Yea WA WA Se # � Product Model, Number or Name Product 10-do6on Comract Eire rallon Date In HVHZ Outside HVHZ Resistant Pressure 15/32&quota Plywood -164.2PSF 1 2 0.032&qua; Aluminum 5V Cramp 0.032&quot Aluminum Gulf Lot, Min 0.032&W a: 5 V Crimp AJurnimml Roof Panel 04/122024 over 15/32&quota Ptyweotl Mn 0.0329quot: Aluminum Gulf Lok 168quot: Wide 04/122024 No Yes No Yes NIA N/A -NW .108.5Ps' +NIA) 25 26 29 Ga. GulfRib 29 Ga. GuliRlb Mn 29 Ga. GulfRib over 1x4 Wood Pudins over 15(32" Plywood Alin 29 Ga. GuIfRib ever 15132&quct; Plywood 04/122024 04/122024 No No Yes Yes N/A N/A +N/A/ -123.5PSF +N/AI Roof Panel aver 15/32&qud; Plywood -116.0PSF -146.OPSF 3 1&quol; 24ga. Gulf Snap 1" Gulf Snap 24 Ga. 17&quok wide Roof Panel 04/122024 over 15132&quot Plywood Yes Yes NIA +N,%1--131.0P5 27 29 Ga. GulfRib Mn 29 Ga. GulfRib over 1x4 Wood Pudins over 7116&quct; O.S.B. 04/122024 No Yes N/A +N/A/ -101.OPSF 4 1&quota 24ge. Verse Loc 1&quol: Versa Loc 24ga 16.5&qu.l: Wide Roof Panel 04/122024 over 15/32&quol; Plywood Yes Yee N/A +NIA/ -138.5PSF 28 29 Ga. GultRib Mn 29 Ga. GUIfRib over 7/16" O.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF 5 1&quol; VarsaL%.0328.quot; Aluminum 1" VerseLoo min.032&quol; Aluminum ever 04/122G24 Yes Yes NIA +NIA/ 15132&quok Plywood -101.OPSF 6 15&quit; 24ge. Gu if Snap 1.5&quok; Gulf Snap 24ge. 16" Wide Roof 0411MO24 Yes Yes NIA -NW Panel ever 15132&qud: Plywood -116.OPSF Search Criteria 7 1.5&quit: 24ga. Versa Loc 1.5&quota Va-L. min 249a. 16&qud; ^rode Roof 0411212024 yes Yes NIA +NIA/ Panel ever 15M26qurx; Plywood -123.5PSF Cede Version: 2017 FL#: 11651 6 9 28,quo1: 24ga, MegaLoo 24 Ga. Gulf Lok Min 24 Ga. 2&quol; MegaL.c 18&qud; wide Roof 04H22024 Panel war 15/32" Plyv.od Min 24 Ga. Quit Lok 168,quol; Wide war 15/32&quota 041122G24 No Yes No Yes N/A NIA +N/A) -108.5PSF +N/A1-96.7PSF Application Type: Category: Application Status: ALL ALL ALL Product Manufacturer: ALL Subcategory: ALL Compliance Method: ALL Plywood Quell Assurance Entity Contract Expired: Quality ty P ALL Product Model Number or Name: ALL Florida Department of Business & Professional Regulation Page 1 of I Florida Department of Business & Professional Regulation p peps 1 off 10 24 Ga. Gu If Seam Min 24 Ga. Gulf Seam 16&qua: Wide Root Panel Lin 04/122024 No Yes NIA +NIA/-93.5PS,F Product Description: ALL Approved for use In HVHZ: ALL Building Codes and Standards 52018 Building Codes and Standards 52018 1z4 Wand Purlins over 15732&quok; Plywood Approved for use outside HVHZ: ALL Impact Resistant: ALL 11 24 Ge. Gulf Seem Min 24 Guli Seam'1 3/48qu ct; Snap Lock 18&quM; cede Root Panel.ver 15i32&quot: Ply- 04/122024 No Yes NNA+NIP/ -108.5PSF Design Pressure: ALL Date From: ALL Product Approval Application Detail Product Approval Application Detail 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/328qupC 04/122024 Yes Yes NIA N/A Data To: ALL 13 26 Go. W Crimp Plywood Min 26 Gs. 5V Cr'nnp ever 15/32&qua: Ply-d 04/122024 No Yes NIA -156.5psr +NlAF131.PSF FL1169a10 FL#177446 14 26 Ga. 5V Chimp Mn 26 Ga, 5V Crimp Roof Panel ever 10 Wood 041122024 No Yes NIA +NIA! Purins ever 15/32&quot: Plywood -1565PSF Coda Entity or Deb Data Dow PsrWina Data Code enft BA. Data Dab Pandim )leg 15 26 Go. Gu If Lok Min 26 Ga. Golf Lok 16&qn M; Wlde Roof Panel over 04/122024 Yes Yes NIA +NW MYge Version )■nufacw L Srgrdard E-i-r _ Manse Validated By VIkhftd Submitted FBC Approves Approved $gL, must version leauratfogwror Contact Engineer & Litama Validated By Validated Submitted FBC Approval Approved AMM 15/32&quol; Plywood -161.OPSF Revision 2017 CASTCRETE USA, Inc. Craig Perrino Maml-Dade BCCO- CER Mami-0ade BCCO- VAL 11/142017 10/18r2017 11212017 Approved Revision 2017 Commercial Concrete Produda,lnc. Robert Gillis THUY H. HUYNH John Hoy 10(142017 10113M17 10262017 12/122017 Approved 15 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&quot: Wide Roof Panel over 04/122024 No Yes NIA +ylA/-63.SPSF Category: Structural Components (813) 621-4641 (786) 315-2590 Category: Structural Components (813) 8593707 PE-00122 (352) 588-6311 15/32&qu.l; Plywood Subcategory: Products Introduced as a Result of cpaminolficastaete.com Subcategory: Products Introduced as a Result of pmcastgatontiyahoo.com 17 26 Ga. Gu IIPBR ben 26 Ga. Gulf PBR Roof Panel over 15/328qua: 0,V122824 No Yes N/A -NIA/ New 7etlhnobpy New Te Wnobg Plywood .154.7PSF Compliance Method: Certification Mark or Listing Compliance Method: Evaluation Report from a FL1169.1t10 Products Professional Registered Architect or Ucensed Florida Professional Engineer QwIIN Assurance Aooroved for Iha Aooroved far Use Impact Deal- FL#17744'6 Products A121 Product Model. Number or Nam Product Descried Contract Expiration Dew In FMii Outride HVHZ pressure 1 High Strength Concrete Lintels 4, 6, 8, and 12 Inch wide lintels 091112018 Yes Yes WA N/A QwIIN Assurance Approved for Use Approved for Use fill = 2 dap Ban 1 Product Model. Number or Nana Product Desedotion Contract Expiration Dab in FIVFIZ Ouwia HVHZ Reaves■ p 1 Quality Precast or Commercial Concrete Products Precast and Prestrassed Concrete Lintels 05252024 No Yea WA N/A Search Criteria z z W J Cn CIO C) C""""""a se C ■ _tf -6., (n (1) ICU 0 L_ 0_ 0_ L V, VM� W CW G Z z Q J SHEET NO. PA) 1,3 I s sA