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HomeMy WebLinkAbout36024 Saddle Palm WayLL 1 S-Nrd i ?gAHd'-3z .40 ,U10 53ONVNICrdO SMIHNAk1 !"°77 JO A.11.10 3Hi aw '300J JI ..I.03131VNOI VN '3000 miI(1 me vuNmA 5w00 ON111VASNd HAM J ldIN03 1.1VHS A40M TIV 0 ■ ■ 1/2'x91/2' ■ ■ Fl b RECESS 53 30'-0' TO GAR WALL 91n, s ❑ IN ELEVATION-(-)1-1/2' ff. ELEVATION CAN BE NO MORE THAN 1-1/2' BELOW TOP OF EGRESS DOOR THRESHOLD. FIELD VERIFY. ■ ------------� 13'-4' I , S3 12'-0' FAfRTf AL FOUNDATION FLAN - ELEV. 11511 SCALE: 1 /4' = I' -ID' <r AN _4- r. A. 50'-0' 4'-4' 5' 4' 5' 4' 4'-0' 01 2'-10' oo 6'-2' 3'-8' 3'-0' A/C PAD GONG. PAD LOCATION (MIN. 3' ABOVE H.B. ELEVATION A NC PAD FINISHED GRADE) S3 53 ■ ■ ■ ■ o ■ ■ ■ ■ ■ ■ - - ____ -_ ■ ■ -- -------I---- - - - - - �--- - -------------_----i-_--_----------, o z o R>:CESS SLAB o f I e 1 I/2'x8' AT SGD Flo U-4 I ■ I GG 1 — I s3 I � A , OIL ELEVATION T 04' ■ I �I Lu 1 1 1 _wnirwti vvn♦i�I ■ I -- - - - - - - - - - - - --i----------- --- I'DEEP A 4�--,1�f.2 A I N 1---, S3 I ■ ■ REC SS ■ ■ - DEEP iR01 JOINT I I -wl2 ol 31'-4' Y- ' 0' I 13'-4' I -- FI -01 co I v I ■ - . NOTE: PROVIDE 1 In' DEEP x 13' o I ■ ■ - - I S3 WIDE FECEK AND EXTEND 6' BEYOND AT Ea END I' I�E1!ATION� I -� ELEVATION) CAN E E NO MORE I `" THAN 1.1/2' 5ELCR TOP OF -------- -- -- --- -- --- -- --J :¢a EGISSDOORT IZESHOLD. ------ 1 ■ ■ ■ mom ■ ■ ■ ■ - I _� FIELD VERIFY. ■ S3 S3 NO N. ■ ■ N w _- _.. __ �■ ■ N L A 16'-0' -0' '-0' 2'-0' 5' 4' S3 4 9 S3 1 3' 10' 4'-9' 29'-4' 1' 4' 13'-4' 50'-0' FOUNDATION FLAN SCALE: 1/4'=1'-O' INDICATES I - 5 VERT. REBAR IN MASONRY CELL FILLED SOLID IN CONCRETE. VERT. RE NF. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW PROVIDE 25' MIN. LAP WHERE SPLICED 4 WIRE TOGETHER SYMBOLS BUILDING SECTION KEY (Section No. over Sheet No) INTERIOR ELEVATION KEY (Elev. No. over Sheet No.) DETAIL KEY �— (Detail No. over Sheet No.) 0 WINDOLU SCHEDULE KEY (SEE WINDOW SCHEDULE SHT. ) �-� STRUCTURAL NOTE O -+ HOSE BIBS 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 6TRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 3. THE FOOTING IS DESIGNED BASED ON 2000PSF SOIL BEARING PRESSURE. CONTRACTOR/OUINER SHALL VERIFY 501L BEARING PRESSURE OF THE PROPOSED SITE. NOTE: 50RACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO 501L POISONING ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION, ANY REVISIONS OR CHANGES, NOT FELATED 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<" SIRE REINFORCING DEPTH F1 2'-0' x 2'-0' (4) 05 EACH WAY 12, DEEP F2 2'-6' x 2'-6' (4) 05 EACH WAY 16' DEEP 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 ['V Z LLJ O�5 o^ 0 V) M z a(nMLf1 W LL n T ZF_ °-;Q 0' Z W Z� Lu J O O tD LLJ r W Z Q c� --- O 3 CL Q Q � Q Lu _ � �pL� Lu- Q Lu J 'wn V w 0 Q � Q Q U_ '0 N Q 0 L J U �o c'7 (y) Q r u C TO THE BEST OF THE ENGINEER'S �r KNOWLEDGE AND BELIEF, THE STRUCTURAL I� PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL u BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, C EXPOSURE "C" ENCLOSED (INTERNAL C PRESSURE COEFFICIENT = ±0.18) WIND ZONE u THIS DRAWING AND DESIGN IS VALID FOR AFTER THE DATE IT IS SIGNED AND SEALED. 12 MONTHS r SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. © 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12 12 17 1 ()D 6TH ED. (017 FBC VERSION NO. 1.00 / 12.12.17 ^yam' k: / J a5 F U o' c� z �1 W S W Z Lu Lu W 20 Z Q Uj -D LU "o � a: W ❑ SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 380842 DATE ISSUED: 06.25.18 DRAWN BY: JH REVIEWED BY: 1 TH 50'-01 - (SPAN OVER +141/ +241/ -26.4 P8F 140MPH 2 OPENINGS) I +26.1 -26.4 P5F 140MPN / -28.4 F'SF 145 MPH S fz� (SPAN OVER 1 +23.4 / -25b P8F 140MPH 2 OPENINGS) ��� nn,3aaa _.r�21:'Q3 >koo srA4aarfap» +26.1 / 28.4 PSF 145 MPH ® ® NB. I 6066 B i TEMP. S,GD. +252 / -215 PSF 145 MPN I _ *E +241 / -26.4 P5F 140MPN +241 / -1b.4 P5F DIMENSION CONVENTION D \ 140hIPH DAN SCO g3 26.1 / -28.4 P5 145 MPN 26J / -26A F'SF ` 45 MPH / � OVERALL & EXTERIOR OPENING DIMENSION ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 ------------- ----------- ---e FROM OUTSIDE OF BLOCK p.813,645.0166 \\N N 645.9698 f. .ansco www.danscoengineering.com /> CA 25948 A MA5TER 5UITE IS-0 x 14-0 G S3 4 ' 4 (SIM. SEE NOTE n GCs �\ \ CAF , o FAMILY ROOM �� 12'-0' X 14'-41 t1' - i8'-4' x 20'-2' / \ OUTSIDE FACE OF 8" NOMINAL BLOCK t o - 8-0 CLG. FOR MORE II�O) S3 u VAULT C C�`' !_ VAULT' CI G. / 4" FRAME WALL U.N.O. - - -N. 0 cn r 2' 0' \ I I \ lo FOUNDATION DIMENSION FROM OUTSIDE OF BLOCK o�Mlo w V DIA STD. STEEL PIPE 1' 10' ` _ \ \ ` I \ ¢ 00 FILLED SOLID V CONCRETE l \� \ ¢ i5 ui O EM13EDED PIPE PROTECTED W/ CATALYZED POLYURETHANE i 5LOP1; UP 2:12 ,ZJ, r o CONIC. BLAB, SEE PLAN DAV. LI VERTICAL REIN�FORCMENT IN CM.U, $NEAR WALL W/ (I -NO.5 BAR IN GROUTED CELL TYPICAL UN.O.i NOOK INTO TIE BEAM AT TOP 4 84R AY. 1 I I I 34' NIGH 104EE °' FOOLING AT BOTTOM) \ I ` e , 36 x22 ATTIC ACCESS i o I \; WALL BELOW I FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) t� r \ - \ : �� `\ - =10' I - �'Z� I 8' IfD' o 10' 2' ?' 4' 8" 4' 0' 10' 4' -�----- - - �--- - w - > \, \ I \\ © c p �t M,45 E I`� !� . N \" ' 2668Lu 1 •(d CLa \ = z ` ` 8'-0' CLG. I W I �- °' 1 12 COUNTER EXTENSION ° \ �\ I I CMU $NEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT TO BE FILLED UNLESS SHOWN ON THE PLAN) Q ^ Z 0 3 CONIC. FOOTING, SEE PLAN 6 MIL VAPOR BARRIER ,, I OI .----1--�- - � ; � S'-0' TOP OF MASONRY COMP. SOIL, SEE PLAN I \� (I h// i ; FIFE 50L L AFD DETAIL / I o I I \ b 6, I I \\,`� i/ 9'-4' TOP OF MASONRY Lu O u-J U Lij Q w J $GALE: 1/2'=1'-0' 1 1 WALL 2X STUDS 6 ib O.C. W/ 1/2 GYP. (UND. - FLEX z BEARING ON PLAN) r- (� w Q --- / /J 1 - TF' ,:'' V VR PAN t 8U - - - -I 84R_�� 12 1 13'-4' x II'-0' x Ib,, 8-0 CLG, © 2X STUD UJ/ I/2 GYP, (UNO.ON PLAN) z Q Q Q \ 0" 2668 " R_�00 6' 0' 5'-0' 1'-2' .0` 9' 6' 1 4'-0' to - ------------ 14 ---- ---- o LL N Q O ��141�L NOTE: D \ 9 ` Cm.,NGT _ P ; `" T 6 4' HEAD T. I. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION w U110 c'7 M Q .. - - l5) 5N. O.H.C.ONG 2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, BEDROOM -r _� _ INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 11. �, 12'-0' x 12'-0' 2668 _ b'-��_ ar n FBC II03). /� c p��c NI' 3. *-DENOTES EGRESS WINDOW BEDROOM 3 81-0' CLG III /L` N�ILLWAY .0 8'-0' ICLG. M I -' I , �+ - N °'140 - 4• DOSHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 3 SEC. GUST, z p / MANUFACTURER MPH (Vasd=108MPH), EXPOSURE "C" ENCLOSED (INTERNAL _@ 12'-0' X I1'-0' `� O w - C - 5. EXTERIOR WINDOWS 4 DOORS SHALL BE LABELED WITH A PERMANENT LABEL, PRESSURE COEFFICIENT =�.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 PORrION 54 A "`T I MARKING OR ETCHING PROVIDING TRACEABILITY t0 THE MANUFACTURER AND / A a � S3 ' 9 4 b 0 I ' _ I %- \ PoC Cl? ' \ �I 1 I� , ' ' 4 6 0 2 _ 11 8 _ .'� _ HALL -_ A PRODUCT. 6. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL 13E PERMITTED TO BE OFIHIS DRAWINGONLY. © 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WffHOUf WRffTEN CONSENT FROM LENNAR CORPORATION . _ _ - DRIFR 1'hI'1T, I.�D�{�®M I D I4WY, +248 / -21D P5F 140MPH 26.1 / -29I0 P5F 145MPH �Y ENTRY _ ',r 34'xb0' �p w - -FAR Ir _ T7ANrJOfIB �\ IPY Q0 '' . ' 0 Q y 9'-4' GL • �r MM- '- 11'-0' X 14'"�' 1 C� '3 DIVIDED BY �b. �y�pp� c^ y /�p�j',�c �r�I� ��t p��� �In plc SHALL I. VI OPENINGS BETWEEN THE GARAGE AND K51DENCE 'SHALL BE EIQUII I GD W/ SOLID 02018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT O THIS USE ISPT.ANITED. REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: I *EGRE55 61TN RAN N D. W. ' _ 8 '0 ICLG. WOOD DOORS NOT LESS THAN 13/8 IN THICKNESS, SOLID OR HONEYCOMB -CORE - 4 \ eO z A 0 STEEL DOORS NOT LESS THAN 13/8 THICK, OR 20-MINUTE FIRE -RATED DOORS. 8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS - - DATE DES ION 12.12.17 HEED. 1.00 UPDATES iE -0' 3'-4' '-0' 6'-8' 6'-8' I co � v .C. 8'-0' CLG. LAv. - - - - - <,. B 64 SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. r NO.26GA SHEET STEEL, I' MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS I DUCT 54R WN. 463) BOARD, OR APPROVED MATERIAL ANp SHALL NOT NAYS OPENINGS INTO THE14'WIDE $ SOFFIT PROVIDE WEATHER `" STRIPPING AROUND GARAGE II c s8rRUCTURAL. NOTES POT - - - - - - - - 10 I� - - - - - - - - - - - - - - - - - - - - - K HB. S3 PIPE BOLLARD (W/ PERIMETER OF DOOR \ , (4) 5H. i . ,, METAL '\ , \--�----- �, SNOWE R/NB .n em - VERSION NO. 1.00 / 12.12.17 Ib SQ x 36 N CMU OPTION GAS W.H. ONLY) SEE DETAIL A/2 THRESHOLD \ \ E `° _ ` \ s t�l PROVIDE (1); 5 CONT. IN 8"P.C. LINTEL 4 (1) 0 5 IN 8" KO. BLOCK ABOVE, I' 4' I'-4' 5' 4' I' 4' I0' 8' I' 4' COLUMN BASE 360 4' STEP - V10q q N CV FILLED SOLID WITH GROUT. O 8 LINTEL 4 (1) 5 IN 8 K0. ABOVE, FILLED SOLID W/ ��.G-py #Sr 20 0 15' 8' 15' 0' 8\ 4%, 5 -8 , T w PROVIDE P.C. BLOCK TO GAR WALL u u - 36'x22' ATTIC I ACCESS L ACE NOTE: WN. SHALL BE ELEVATED MIK 18' ABOYE GARAGE FF. W/ \ \ ' FO \ 'u, \ r 11 PROVIDE (1) 5 CONT. IN 8 P.C. LINTEL W/ 2 RECESS 4 (1) 05 IN 8-KO. BLOCK - ti= O N - OPTION GAS WN. ONLY .. '- ' 9 4 CLG \, \� (51M. W/OUT UPLIFT - W.C. ABOVE, FILLED SOLID WITH GROUT :- T, - SCALE: 1/4'=1'-0' CC \ 4 SEE NOTE *1 FOR k ` AV\ K \ = S3 \' ` MORE INFO) � � ��� � , � ® PROVIDE (1) 5 IN 8' P.C. LINTEL FILL SOLID W/ GROUT 'k `f •� /4 S3 _ \ \ 54R NB. O (3) 2x4 COLUMN W/ 4-M TOENAILS TOP 4 BOTTOM (SIM J N 3 C14R C >4R�4C E +21A / -23R1,4\PH D 431 / -Zb45 �� \ �`� A G (2) 2X8 SPF�2 HEADER W/ BLOCKING. PROVIDE (1) 2xb JACK STUD EA ' ***** SYMBOLS NOTE TO TRUSS COMPANY: * * * * A * * * * ALIGN TR185E5 TO NOTE: A.H. STAND DIMENSIONS ALLOW FOR A.H.TO ALL INTERIOR ANGLE GAS=b'H.xMotW.x52'L. LINE OF GARAGE DOOR IN OPEN P051TION �--------------------� 30'-0' x 20'-0' 8'-0' CLG. �- -- S3 \ LINE OF GARAGE DOOR -- �(/ IN OPEN P051TION -----� °O 3 END OF HEADER O ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-Ed TOENAILS TOP 4 BOTTOM � � O Lu N BUILDING SECTION KEY WALLS ARE AT 45 DEG. ELEC = 24' N. x 36' W. x 51' L. BE ALIGNED. I - b' - - - ---- 2' - OS (2) 2X8 SPM�1 BEAM W/ U5P HTW20 e COLUMN 4 USP THD28-2 MASONRY (Section No. over Sheet No.) * * * * * * * * * * * * * * * I I HANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE Z � L'1 ui I / TRUSS INTERIOR ELEVATION KEY (Elev. No. over Sheet No.) IREA TA5ULATIO� I I I ENT (2) 2X8 SPK BEAM W/ USP TH028-2 HANGER 9 SIDE BEAM, cn Q N = N w� , I I I BEDROOM -- USING 6-lbp 4 6-ROD NAIL$, AND U5P HTW20 INTERIOR COLUMN W ±O W � Uj DETAIL KEY MODEL 26 m6 I I I< I I I K I LG. K 12 0 x 11 0 l0 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP PAU44 B �- Z a w = w N � (Detail No, over Sheet No.) LIVING AREA 2>j-((o S�. gq I 64 I I S4 9 8"-0' CLG. � BASE, PROVIDE MIN. 6' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIV. Z pr�� ❑ GARAGE 67d SF. I6'-0' x 1'-0' O.N. GARAGE DR S'-0' x 1'- ' O.H. GARAGE DR FOR ANCHOR BOLTS NOTE: u+ - SHEET TITLE: FLOOR PLAN WINDOW SCHEDULE KEY \ (SEE WINDOW SCHEDULE SHT.) COVERED ENTRY - ELEV. W 5-1 5F. 'B' +21.4 / -23b P5F 140MPH I 4 1. POWER BOX LINTEL (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4 REINFORCEMENT INFO AS INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR COVERED ENTRY - ELEV. 156 5F. +23.1 / -258 P$F 145MPF} *�`'-- M0� INFO) �� STRUCTURAL NOTE TOTAL AREA W= 3301 5F, IV= 3406 5.F. o -� HOSE BIBS +223 / -253 _ - _ A � P5F 140MPN +261 J_2- P F 145N" �\ A GENERAL NOTES &INFO SHEET INFORMATION: ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS AND H.B. +141 / -11.1 --- P5F 145MPH +26:1 / -29.� PSF 145Mh''�1 - - --- - S3 ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY JOB NO.: 380842 ��®� ��� 2' 8' 16' 0' 2' 0' - 81 01 1 /AI 31 4' -- 0' _- - b 8' __-_-- --- 1U _--� b 8' CONSTRUCTION ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO DATE ISSUED: 06.25.18 � 29'-4' 2'-0' 5'-41 Y 4' APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. DRAWN BY: JH REVIEWED BY: TH MARK TYPE ROUGH OPENING HEAD HEIGHT CLEAR OPENING CLEAR OPENING 5F. SILL HEIGHT --- ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE ITIONAL FT MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO IF ANY MODIFICATIONS AIRE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. A 255H 38' X 63' 0 -8' 33312' WIDE X 2615' NIGH 5,89 S.F. 1'-b' - � �� 1 - __- _-_-_ - _---------_--------__.-_- * I IR FLAN E; I,VI - ' SCALE; 1J4 0 B 356H 54' x 63' 6'-8' 48312' WIDE X 2615' HIGH 881 SF. I'-b' C 245H (TEMP) 38' x 51' 6'-8' 33312' WIDE X 2015' NIGH 4b8 5F. 1'-6' N 0-4 V J r- ---r - _ 1111- - -- - ...i u:. .I i .. IL ,II ��, .... ��k..I.Lra.I l � Iwo,. '..4 Ib:��l �FI hu..: I iJI SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 409to SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB BF12-08 8F16-0B 8F20-0B 8F24-OB 8F28-OB 8F32-OB 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-1B 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 1 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 1 7547 M 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 3031 3707 4383 5061 1238 2177 3480 5381 8360 1 10394M 8825(14) 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 1 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 (4D 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(38) 4754(45) 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 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 15-4" (184") PRESTRESSED 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 I NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 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 §F��Ou<gu` SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB BRF30-OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060(34) 7917(19) 9311(19) 5-10" (70") PRECAST 810 859 1653 1 1600 2124 2649 3174 3700 1113 2342 4242 6639 (1o) 8060(39) 7402(19) 8706 (19) 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 1 5048 7915 9479 1 10893(32) 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998(19) 10893(48) 9'-8" (116") PRECAST 411�-5�26 466 999 1568 2253 3129 4091 3146 999 1568 2253 3129 4150 5891(41 () THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ENGINEERING SPECIFICATIONS SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS §Ws�oqug 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 §�O�Oqa� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU 4'-4" (52") PRECAST 758 757 1164 4'-6" (54") PRECAST 694 693 1073 5'-8" (68") PRECAST 408 407 655 5'-10" (70") PRECAST 382 381 616 6'-8" (80") PRECAST 595 788 464 7'-6" (90") PRECAST 509 674 363 9'-8" (116") PRECAST 370 490 214 PRODUCT DESCRIPTION High strength precast concrete lintels designed to be unfilled or filled to ford a composite reinforced bears using concrete masonry units. GENERAL NOTES 7, Cast -in -place concrete may be provided in composite lintel in lieu of 1. Provide full mortar head and bed joints, concrete masonry units. 2. Shore filled lintels as required. 8. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 3, Installation of lintel dust comply with architectural 9. The exterior surface of lintels installed in exterior concrete masonry walls and/or structural drawings. shall have a coating of stucco applied in accordance with ASTM C926 4, U-Lintels are manufactured with 5-1/2 inch long notches at or other approved coating, ends to accomodate vertical cell reinforcing and grouting, 10. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal 5. Reference the CAST-CRETE Load Deflection Graph (lateral) loads should be checked for the combined loading with the Brochure for lintel deflection information. following equation: 6. Bottom field added rebar to be located at the bottom Applied vertical load +Applied horizontal load 1.0 of lintel cavity. Safe vertical load Safe horizontal load - SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �G3 1Q� 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 1 3524 4394 5263 1 6132 7001 4'-0" (48") PRECAST 1363 2305 3060 3815 4570 5325 6079 1363 2305 3060 3815 4570 5325 6079 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 1207 2040 2707 1 3375 4043 4711 1 5379 5-4" (64") PRECAST 1016 1715(11) 2276 (4) 2838 3399 3961 4522 1016 1715 2276 2838 3399 3961 4522 5'-10" (70") PRECAST 909 1567(18) 2080(13) 2593 (9) 3107 (6) 3620 (4) 4133 (3) 929 1567 2080 2593 3107 3620 4133 6'-6" (78") PRECAST 835 (11-1407 1407(26) 1868(21) 2329 1a 2790(16) 3251(14) 3712(12) 835 1868 2329 2790 3251 3712 7'-6" (90") PRECAST 727 (23) 1065 26 1624(31) 2025 (28) 2426(26) 2827(25) 3228 (24) 727 1224 1624 2025 2426 2827 3228 9'-4" (112") PRECAST 591 708 (2s) 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) 1461(33) 1736 33) 2011(33) 530 695 1180 (8) 1472 (4)1 1763 2) 2055 1 2346 11'-4" (136") PRECAST 474 504 (23) 800 (32) 1037(32) 1274(32) 1513(32) 1753 (32) 494 607 1042(1o) 1372 (11) 1643 (8) 1915 (6) 2187 (5) 12'-0" (144") PRECAST 470 (9) 458 23 724 (31) 938 (32) 1153(32) 1369(32) 1585 (32) 470 1 550 940 (1o) 1302 1s 1560(13) 1818(11) 2075 10 13'-4" (160") PRECAST 418 (15) 386 (22) 607 (3o) 785 (3o) 964 (3o) 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 (30) 889 (3o) 1054(3o) 1220 (3o) 410 425 717 (9) 1063 (21) 1358 (23) 1582 (22) 1807 (21) 14'-8" (176") PRESTRESSED 239 1 334 (21) 520 (29) 672 (29) 825 (29) 978 29) 1131 30 246 395 663 9 980 (2o) 1303(26) 1518(2s) 1734 (24 15-4" (184") PRESTRESSED 224 313 20 486 (2e) 627 (29) 769 (29) 911 (29) 1054(29) 230 368 616 9 908 (2o) 1240(28) 1460(27) 1668(26 17'-4" (208") PRESTRESSED 187 263 (19) 405 (26) 521 27) 638 (27) 756 (27) 873 (27) 192 306 506 (8) 740 (19) 1005(27) 1271(31) 1473 (31 19'-4" (232") PRESTRESSED 162 229 (17) 348 (2s) 447 (2s) 547 (2s) 647 (25)1 747 (2s) 166 263 429 e 623 (18) 841 (26) 1059(3o) 1227 3o 21'-4" (256") PRESTRESSED 142 204 16 307 (23)1 393 (23) 480 (23) 568 (24) 655 (24) 142 232 373 (7)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 (28) 999 (28) 24'-0" (288") PRESTRESSED 124 179 (14) 267 (21) 342 (21) 1 416 (21) 492 (21) 567 22) 124 202 1 319 (7) 455 (16)1 606 (23) 757 (27) 876 (27) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS �GJG3Q�u SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30-1T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1668 2362 3056 3751 4445 5140 905 1668 2362 3056 3751 4445 5140 4'-6" (54") PRECAST 867 1604 2272 2939 3607 4275 4943 867 1604 2272 2939 3607 4275 4943 5'-8" (68") PRECAST 675 126916 1797 2326 s 2854 2 3382 3911 675 1269 1797 2326 2854 3382 3911 5'-10" (70") PRECAST 655 120716 174611 2259 2773 5 3286 3 2799 1 655 1233 1746 2259 2773 3286 2799 6'-8" (80") PRECAST 570 929(16) 153022) 198019 2429(16) 2879(15) 3329(14) 570 1080 1530 1980 2429 2879 3329 7'-6" (90") PRECAST 506 742 (16) 1364(3o) 1765 (M 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 NOTE: QUALITY PRECAST LINTEL IS AN ALTERNATE OPTION. REFER TO SHEET LINTEL 2.2 FOR LOAD TABLES. 4 0, OR O O .. o d CASTCRETE 8F8-OB/1T POWERBOX 8x8-OB/1T B B e d '4 0.— e d '40- _- �oD OR �oD r W-l' 0 0 a: CASTCRETE 8F16-OB/1T POWERBOX 8x16-OB/1T E E ,4- 0- D 0 ,OR D 0 U6111 o .d�d0 a ,.o ,. CASTCRETE 8F16-1B/1T POWERBOX 8x16-1B/1T F F e 4 e 4 D 0 e D 0 e 4 o '4 o D 0 e D 0 e o ° OR ,o o° D o e D n e O O d i a O CASTCRETE 8RF30-1B/1T POWERBOX 8x30-1B/1T G G °0 a OR 000a D 4 0 0 0 CASTCRETE 8RF14-1B/1T POWERBOX 8x14-1B/1T H H MATERIALS • Concrete masonry units (CMU) per ASTM C90 with minimum net • Pc 8' precast lintels = 4000 psi area compressive strenght = 1900 psi • f'c 8' prestressed, 6' and 12' precast lintels = 6000 psi • Rebar per ASTM A615 Grade 60 • f'c 4' precast lintels = 3000 psi • Prestressing strand per ASTM A416 Grade 270 low relaxation • Grout per ASTM C476 f'g = 3000 psi w/ maximum • 7/32 inch wire per ASTM A510 3/8 inch aggregate and 8 to 11 inch stump. • Mortar per ASTM C270 Type M or S SAFE LOAD TABLE NOTES 1, All values based on minimum 4 inch nominal bearing, 8. For composite lintel heights not shown, use safe load from Exception: Safe loads for unfilled lintels dust be reduced next lower height, by 20 % if bearing length is less than 6-1/2 inches. 9. For lintel lengths not shown, use safe load from 2, N.R. = Not Rated. next longest length. 3. Safe loads are superimposed allowable load. 10. All safe loads in units of pounds per linear foot. 4, Safe loads based on Grade 40 or Grade 60 field rebar, 11, All safe loads based on simply supported span. 5, Additional lateral load capacity can be obtained by the 12, The number in the parenthesis indicates the percent reduction designer by providing additional reinforced masonry above for grade 40 field added rebar. the precast lintel, Example: 7'-6' lintel Type 81732-111 safe gravity load = 6472 (15) 6, One #7 rebar may be substituted for two #5 rebars in 8' lintels only, w/ 157 reduction * 6472 (,85) = 5501 plf 7. The designer may evalute concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. (D� �r SPAN OVER(SPAN F 2 OPENINGS) F F 2OPENINGS) O (2) 8'x12'x1/2' 041 O MINIMUM BEARING O PLATES O WOOD SHORE (2-2x4 C❑LU BLOCK SHORE O MINIMUM) T"� IT IS RECOMMENDED TO SHORE LINTEL IN THE MIDDLE OF SPANS GREATER THAN 8'-0' AND LESS THAN 154', ON SPANS GREATER THAN 164' PLACE SHORING AT 8'-0' CENTERS, MAKE SURE SHORING IS SQUARE TO LINTEL AND SECURE, MAKE SURE SHORING SUPPORTS THE ENTIRE WIDTH OF THE BOTTOM OF THE LINTEL, POWERBOX8 LINTEL SHORING DETAILS SCALE: NTS TOP OF BLOCK @ +8'-0"' A.F.F. (UNLESS N❑TED OTHERWISE) 9'-4" 9,-4" -LEV. "A" ELEV. "A FA I Am 11, Kral 11' 0. 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 LINTEI-S PLACED AT THE INCORRECT HEIGHT. O O DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 P. 813.645.0166 f. 813.645,9698 www.do nscoenginee(ng.com CA 25948 o CD N z w o= 0 Z Q Ln M `° awL LnCe Z a"Q00 z �nF- W C) 0 mi o ko V W Q LU z Q cC� ^ O Q Q U.J �Owzo J — CL 0 LU Lis J X LU Q � Q � U "0 c) '14- N 04 W U M Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017( FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vas d=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 TH IS DRAWING ONLY. m 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE I DESCRIPTION 12.12.17 11.00 bTH ED"2017) FBC VERSION NO. 1.00 / 12.12.17 yG :4 r 4a® 0 UJw z Z w UJ N Qv z �N IJJ UJ M T W Z :D * LLI V) = LLI W ❑ aL SHEET TITLE: LINTEL PLAN SHEET INFORMATION: JOB NO.: 380842 DATE ISSUED: 06.25.18 DRAWN BY: JH REVIEWED BY: TH L r L L UT: n D I 0 V n —.._—IFS—�I 1-__7__T__T I - i; 2,01 GENERAL NOTES: U CODES U FLORIDA BULDNG CODE 6th EDITIM 20n IRFSIDWAL SECTIONS R4022 4 W". 12 FLORIDA 13ULDM CODE, 61h EDITION, 2011 BUILDIG, SECTIONS W12 4 2101. 13 BUILDN's CODE REOJJIRBI FOR RERFORCED 00EIE (AC1318-W) L4 BUIlONG CODE RE6IJIREIENTS AND SPECIFICATION FOR M462W STRZ IliFS (ACI BO-8 t AC1530J-B) 15 AMERICAN SOCIETY OF CML R61114M MN W DESIGN LOADS FOR BUILDNGS AND MI ER STRICi1JRE5 (AI 1-10). 2) CONCRETE 2.1 CONCRETE COI IfVESSW STRENGTH AT 28 DAYS, 21J F'FE-CAST WOSTANDARD REW0Q1 @TENT-40W PSI MN. 212 FRE-CAST 1110PRESTW66 REIIFORC6'ENT-6000 PSI 213 GROUT FER ASTM C416 - 3WO PSI UV MAX. 3V AGGFIIaATf, 8' TO 11' SLUM? 22 WWOWNG BARS. 22J STEEL PLACED N PRECAST LNTEL AT TPE OF FABRICATION ASTM ASS (WAX 60) 222 STEEL N LNTEL AND MOW BLOCK (PLACED N FELD) ASTM A65 (GRADE 40). 23 PMTF SS STRANDS ASTM MIS 1-WIRE, STRESS RELEYED 210 K81 2.4 DETAIL WWVFCFI'PM N ACCMANCE WITH ACI 35. 25 CONCRETING OFERATICNS SH4LL COMPLY WITH ACI STArDARDB. 2b D45 WIRE PER ASTM Aft 3) MA6M.- 3J CONCII MA50NZ1' WTTS (C1'MD SHALL CCWOR1 TO ASTM C-W, N01 % ILEIGHT WITH MN"J1 NET AREA C*11PIESSIVE 67MMTW 2OMML 32 MORTAR SHALL COIFORt1 TO A51M C-2V TTPE W OR V 33 FWl MORTAR JONIS ARE REpi 3.4 MNMM AGGREGATE 28-DAY COMPRESSIVE SIM96114 OF CC AND MORTAR SHALL NOT BE LESS THAN FM - 2000 PSL MA° 1 STFMTH SHALL BE ESTABLISHED BY 1FE 1Nn STRENGTH WflOV OR ALTEIaMATIVELY, BY THE 'PRISM TEBT mTHOD' WHERE USM RE(im7 2 m HAVE NOT BEEN MET. 4) STRUCTURAL: 4J SAFE LOAD VAlEB ARE BASED ON LNTELS 144VNG A BEARING OF 8' (WITH A MINMM ACCEPTABLE BEARNG OF 4' PER FLOODA BUILDING CODE 6TH EDITION 201 IRESIDIS OL, SECTION %ii OR RMA WWM CODE 6TH EDMOK 2011 EIWLDIMA SECTION 2104J 42 SAFE LOAD VAUES BASED CN RAMIAL DESIGN ANALYSIS MR ACI 316 AND ACI 530 43 DES&ER MAY EVALLL47E COtICE1dIRATED LOADS FROM THE SAFE LOAD TABLES BY CALCUTN's MAXIP111 RE51STW5 MOt'EI4I AND SHEAR AT d DISTAINC4? AIIt4Y FROM DE FACE OF DE Slli'ORT. 44 FOR WE LE014 AT V-V OR GREATER VERTICAL CELL FILLED SOLID WITH GROUT AND MNMM ONE (U 5 VERTICAL FEW 5 WaIFED AT EAC14 DO OF THE LNTEL 45 LNIELS THAT ARE GREATER TW44 W-V CLEAR SPAN MIST BE FRONDED M`IPORARY &JIPP RI, NOT BE IRSI MED LNTL 2 DAYS AFTER GROUT PLACB'ENi. SAFE LATERAL LOADS (PLF) 8" x 8" LINTELS LENGTH TYPE PLAIN SOLID DET. A DET. B 2'- 10" Precast 1105 2103 3' - 6" Precast 689 1310 4' - 0" Precast 514 977 4' - 6" Precast 398 757 4'- 8" Precast 810 2459 5'- 4" Precast 430 836 5' - 10" Precast 356 690 6- 6" Precast 410 818 7-6" Precast 303 606 7'-8" Precast 392 1100 8'- 0" Precast 363 1037 8' - 4" Precast 318 981 8' - 6" Precast 234 467 9'- 4" Precast 192 384 10'-6" Precast 151 301 11'-4" Precast 132 417 12'- 0" Precast 111 370 12'- 6" Precast 98 544 13- 4" Precast 82 298 14' - 0" Precast 71 322 14' - 8" Prestressed N.R. 283 15' - 4" Prestressed N.R. 252 17- 4" Prestressed N.R. 183 19' - 4" Prestressed N. R. 167 20'- 0" Prestressed N.R. 167 21' - 4" Prestressed N. R. 129 22' - 0" Prestressed N. R. 120 24'- 0" Prestressed N.R. 96 N.R. = NOT RECOMMENDED QUALITY PRECAST LOAD TABLES GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT PLAIN (III (1)#6U (1)#6L (1)#6U (Ii (1)#6U (1)#6L (2)#6U (1)#6L (1)#6U A B DET. A DET. B DET. C DET. B& C DET. D 2'- 10" 1 V- 6" Precast 2 - #2 2 - #2 NONE 2318 1550 3733 3772 3772 3' - 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 1436 952 2465 2504 2504 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 1065 700 1961 2000 2000 -4'- 4' - 6" 3' -2" Precast 2 - #2 2 - #2 NONE 1 819 533 1625 1665 1665 4'- 8" T- 4" Precast (2) D4.5 Wire 2 - #3 NONE 1453 2654 2654 2574 2574 5' - 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 931 1247 1319 1301 1301 5' 10" 1 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 7' - 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 619 1130 1130 1115 1115 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 581 1062 1062 1048 1048 8'- 4" 7' - 0" Precast (2) D4.5 Wire 2 - #4 NONE 548 1001 1001 979 979 8'- 6" T- 2" Precast 2 - #2 2 - #4 NONE 483 777 720 552 692 9' - 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 428 633 639 454 618 10'- 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 368 487 550 356 538 1 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 0" Prestressed 2 - #4 2 - #5 NONE N.R. N.R. 252 202 281 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE N.R. 256 256 188 262 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. N.R. 200 165 229 22' - 0" 26 - 8" Prestressed 2 - #4 2 - #5 NONE N.R. N.R. 185 155 215 24'- 0" 22' - 8" Prestressed 2 - #4 1 2 - #5 NONE N.R. N.R. 149 124 179 N.R. = NOT RECOMMENDED GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (III (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#SL (2)#SU A B DET. L DET. M DET. L& M DET. N 2' - 10" T- 6" Precast 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 7TO 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' - 1T 4'- 6" Precast 2 - #2 2 - #3 NONE 2529 5877 1971 5653 6'- 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 4504 4598 1578 4421 7' - 6" 6' - 2" Precast 2 - #2 2 - #4 NONE 3314 3408 1181 3336 7' - 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 4456 4456 3785 4427 8'- 0" 6- 8" Precast (2) D4.5 Wire 2 - #4 NONE 4047 4047 3443 4021 8' - 4" 7' - 0" Precast (2) D4.5 Wire 2 - #4 NONE 3706 3706 3144 3683 8'- 6" 7' - 2" Precast 2 - #2 2 - #4 NONE 2584 2700 920 2602 9' - 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 2204 2298 767 2151 10'- 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 1767 1897 612 1696 1 V- 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 1 290 1 573 24'- 0" 1 22' - 8" 1 Prestressed 2 - #4 2-#5 NONE N.R. 1 659 1 245 1 483 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 24" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. P DET. Q DET. P& Q DET. R Z - 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* 6- 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 7- 8" 6' - 4" Precast (2) D4.5 Wire 2 - #4 NONE 5967 6603 4657 6477 8'- 0" 6' - 8" Precast (2) D4.5 Wire 2 - #4 NONE 5430 5524 4236 5756 8'- 4" 7' - 0" Precast (2) D4.5 Wire 2 - #4 NONE 1 4961 4979 3869 5178 8'- 6" 7- 2" Precast 2 - #2 2 - #4 NONE 3471 3702 1139 3236 9'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 2841 3081 948 2675 10'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 2540 2797 755 2108 11' - 4" 10' - 0" Precast 2 - #3 2 - #5 NONE 2252 2252 653 1809 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 2048 2048 587 1615 12'- 6" 1 T- 2" Precast 2 - #3 2 - #5 NONE 2269 2269 1577 2269 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 1732 1732 484 1312 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 1606 1606 443 1192 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE 1606 2345 626 1237 15- 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. 2137 574 1134 17' - 4" 16- 0" Prestressed 2 - #3 2 - #5 NONE N.R. 1651 451 892 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1310 430 850 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 1254 1254 702 1271 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1062 381 751 22' - 0" 20'- 8" 1 Prestressed 2 - #4 2 - #5 NONE N.R. 994 359 710 24'- 0" 22' - 8"1 Prestressed 1 2 - #4 2 - #5 NONE N.R. 824 302 598 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 8" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT PLAIN (0)#5L (1)#5U (1)#5L (1)#5U (III (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DA DET. DB DET. DC DER. DB & DC DET. DF 3' - 8" 2' - 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 848 852 1195 1224 1224 4' - 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 1 697 699 1050 1079 1079 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 1346 1564 1564 1320 1320 4' - 4" 3'- 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 583 583 936 965 965 4'- 6" 3'- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 536 535 887 916 916 4'- 8" 3'- 4" 3' - 0" Precast (2) D4.5 Wire 2 - #3 NONE 1091 1278 1278 1090 1090 5' - 8" 4'- 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 564 703 694 678 678 5'- 10" 4'- 6" 4' - 2" Precast 2 - #2 2 - #3 NONE 542 659 668 654 654 6' - 8" 6- 4" 6- 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 Wire 2-#4 NONE 494 627 627 485 532 9'- 8" 8'- 4" 8'- 0" Precast 2-#2 2-#4 NONE 279 364 627 244 343 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 24" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1}#SL (1)#SU (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DQ DET. DR DER. 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" Z - 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 6- 10" 4'- 6" 4- 2" Precast 2 - #2 2 - #3 NONE 2946 6886 3077 6225 6'- 8" 5'- 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 3798 5096 2320 4485 T- 0" 5' - 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 4505 4538 2094 4034 T- 6" 6- 2" 6-10" Precast 2 - #2 2 - #4 NONE 3869 3896 1812 3505 T- 8" 6'- 4" 6' - 0" Precast (2) D4.5 Wire 2 - #4 NONE 2715 4862 1856 4178 9'-8" 8' - 4, 8' - 0" Precast 1 2 - #2 2 - #4 NONE 1563 2400 1054 1 2235 GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY _ UPLIFT (III (1)#SU (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)005U A B DET. E DET. F DET. E& F DET. G 2'- 10" T- 6" Precast 2 - #2 2 - #2 NONE 2615 10000 10000 10000 3- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 1 1609 6039 6093 10000 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 1186 4362 4416 10000 4'- 6" 3-2" Precast 2 - #2 2 - #2 NONE 907 3408 3463 10000 4'- 8" 3- 4" Precast (2) D4.5 Wire 2 - #3 NONE 4683 5137 5717 5717 5'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 2135 2569 2547 2547 6- 10" 4- 6" Precast 2 - #2 2 - #3 NONE 1755 2207 2198 2198 6'- 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 1 2024 2024 1778 18 44 7- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 1624 1624 1316 1483 T- 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 1921 1921 2035 2035 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 1792 1792 1862 1897 8'- 4" 7' - 0" Precast (2) D4.5 Wire 2 - #4 NONE 1679 1679 1699 1776 8'- 6" 7- 2" Precast 2 - #2 2 - #4 NONE 1352 1352 1014 1249 9'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 1 1110 1114 835 1103 10'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 858 949 654 949 I V- 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 903 903 787 878 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 838 838 699 818 12'- 6" 1 T- 2" Precast 2 - #3 2 - #5 NONE 937 937 685 978 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 729 729 563 720 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 685 685 510 680 14' - 8" 13- 4" Prestressed 2 - #3 2 - #5 NONE N. R. 1008 494 635 15' - 4" 14- 0" 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 1 2 - #5 NONE N.R. 339 1 217 345 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 (10511- (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" T- 6" Precast 1 2 - #2 2 - #2 NONE 9916* 10000* 9916* 9916* 3- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 6426* 9031* 7518* 7518* 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 4765* 7627* 6366* 6366* 4'- 6" 3-2" Precast 2 - #2 2 - #2 NONE 3666k 6541k 5031k 5031* 4'- 8" 3- 4" Precast (2) D4.5 Wire 2 - #3 NONE 7220* 7220* 7220* 7220* 5'- 4" 4-10" 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 & - 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" 7- 2" Precast 2 - #2 2 - #4 NONE 4159 5073 1357 2615 9'- 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 3405 4099 1129 2164 10'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 2645 3222 899 1710 1 l' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 2868 2868 777 1470 12'- 0" 1 10'- 8" Precast 2 - #3 2 - #5 NONE 2586 2586 698 1314 12'- 6" 1 T- 2" Precast 2 - #3 2 - #5 NONE 2796 2796 1875 2857 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 2157 2796 575 1071 14' - 0" 12'- 8" Precast 2-#4 2-#5 NONE 1988 1950 526 975 14' - 8" 13- 4" Prestressed 2 - #3 2 - #5 NONE N.R. 2871 746 1474 15' - 4" 14- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2616 684 1353 17- 4" 16- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2023 587 1161 19' - 4" 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 (Ii (1)#5U (1)#5L (1)#5U {0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#SU A B DET. DJ DET. DK DER. DJ & DK DET. DL 3'- 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 1152 3342 3386 3386 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 945 2817 2861 2861 4'- 2" 2' - 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 2681 4259 3838 3838 4'- 4" 3- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 786 2433 2477 2477 4'- 6" 3- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 721 2277 2321 2321 4'- 8" 1 3'- 4" 3- 0" Precast (2) D4.5 Wore 2 - #3 NONE 1986 3244 2965 2965 5'- 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 1204 1622 1612 1612 6- 10" 4'- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 1388 1552 1544 1544 6'- 8" 6- 4" 5' - 0" Precast 2 - #2 2 - #4 NONE 1411 1411 1277 1277 T- 0" S- 8" S - 4" Precast 2 - #2 2 - #4 NONE 1315 1315 1170 1169 T- 6" 6'- 2" 5' - 10' Precast 2 - #2 2 - #4 NONE 1192 1192 1012 1066 T- 8" 6- 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 1346 1346 1225 1253 9'- 8" 8' - 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 805 782 597 771 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#SU (1)#5L (1)#5U (Ii (1)#5U (1)#5L (1)#5U (1)#SL (2)#5U A B DET. DT DET. DU DEr. DT & DU DET. DV 3'- 8" 2' - 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 5544* 7411* 7440* 7440* 4' - 0" 2'- 8" 2' - 4" Precast 2 - #2 2 - #2 NONE 4564* 6696* 6725* 6725* 4' - 2" 2'- 10" 2' - 6" Precast (2) D4.5 Wire 2 - #3 NONE 7400* 7400* 7400* 7400* 4' - 4" 3'- 0" 2'-8" Precast 2 - #2 2 - #2 NONE 3820* 6102* 6131* 6131* 4' - 6" 3'- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 3513* 5833* 5862* 5862* 4'- 8" 3'- 4" 3'-0" Precast (2) D4.5 Wire 2 - #3 NONE 6073* 6250* 6250* 6250* 5'- 8" 4- 4" 4-0" Precast 2 - #2 2 - #3 NONE 3716 9710 4002 9749 5'- 10" 4- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 3582 9125 3763 9167 6'- 8" S- 4" 6- 0" Precast 2 - #2 2 - #4 NONE 4576 7895 2838 6847 7' - 0" 5'- 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 5877 6800 2561 5985 7- 6" 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 5072 5623 2217 5034 7' - 8" 6' - 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 3272 7319 2285 6226 9'- 8" 9-- 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 1886 3192 1301 2982 ~� GRAVITY & UPL.IFT SAFE LOADS (PLF) 8" x 16" LINTELS LINTEL LENGTH _-- CLEAR SPAN TYPE _ _._--- TOP BAR ----_ BOTTOM BARS -_-GRAVITY UPLIFT (III (1)#5U (1)#5L (1)#5U (III (1)#5U (1)#5L (1)#5U (1)#SL I A B_ DET. H DET. J DET. H & J DET. K 2'- 10" T - 6" Precast 2 - #2 2 - #2. NONE 4896* 6467* 4896* 4896* 3'- 6" 2'- 2" 1 Precast 2 - #2 2 - #2 NONE 3114 8164 4439 8164* 4'- 0" 2'- 8" Precast 2 #- 2 - #2 NONE - 2305 8020 3322 8987 4' - 6" 3' -2" Precast 2 - #2 ! 2, - #2 NONE 1770 5743 2582 6353 ,F- 8" 3' - 4" Precast (2.) D4.5 Wire 2 #3 NONE 6614 10000 9053 10000 6- 4" 4'-- 0" Precast _ 2- #2- 2?#3 NN OE 3478 4460 1806 4275 5' - 1T 4' - 6" Precast 2 -- #2 2 -_ #3- NONE -Y 2.863 3693 1499 3577 6'- 6" 5'- 2" Precast _ 2 - #2 2 - #4 NONE 3227 3227 1201 2939 7' - 6" 6'- 2" Precast 2- #2~ 2 - #4 NONE 2498 2498 900 2322 T- 8" 6- 4" Precast (2) cM s Wire 2 #4 NONE - 3071 3071 2916 3049 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2-#4 NONE 2.831 2831 2651 2811 8'- 4" T - 0" Precast (2) D4.51NIre 2 - #4 NONE 2625 2625 2421 2607 8'- 6" T - 2" Precast- 2 - #2 2 --#4 NONE 1946 1934 703 1922 9'- 4" 8'- U" Precast 2 - #2 2 - #4 NONE -1593 1674 586 1628 10' - 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 1329 1407 468 1285 11' - 4" 10'- 0" Precast - 2 #3� 2 - #5 NONE 1312 1312 406 1104 12'- 0" 10' - 8" Precast - 2- #3 - #5 NONE '1210 1210 366 986 12'- 6" 11' - 2" Precast 2-#3 _2 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 27,#3 2 - #5 NONE 978 1418 422 830 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 1290 387 760 17' - 4" 16' - 0" Prestressed 2 - #3 2-#5 NONE N.R. 952 326 641 19' - 4" 18' - 0" Prestressed 2 #4 2 - #5 NONE N. R. 751 266 523 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE �961 961 446 872 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE. N. R. 678 219 431 22' - 0" 20- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 634 226 445 24' - 0" 22` - 8" Prestressed 2 #4 2 #5 NONE N.R. 522 174 341 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 (III (1)#5U (1)#SL (1)#5U (1)#5L (2)#5U _ DET. V DET. W DET. V & W DET. Y 2' - 10" 1' - 6" Precast 2 -#2 - 2-#2 NONE 10000* 10000* 1 10000* 10000* 3 6" 2'- 2" Precast 2 - #2 ?. #2 NONE 7531* 10000* 8792* 8700* 4' _0" 2'-8" Precast - # 40 2 - #2 NONE 5587* 8751* 7490* 7190* - 4' 6" - 3' 2" P ec st r a -2 f 2 #__ ,� 2 NONE O _ -- k 43 0 0 * 7565 * 5849 k 5849 4'- 8" _ 3'- 4" Precast - (2) 1A.5 Wire _#7_ 2 - #3 NONE _ _ 8194* 8194* 8194* 8194* 5' 4" 4' - 0" Precast _ 2 - #2 2-#3 NONE 5392* 6259* 4084* 4084* 5'- 10" 4'- 6" Precast- 2 - #2� 2 - #3 NONE_ -� 4435 5776* 3387 5776* 6'- 6" 5'- 2" Precast 2_ - #2 2 #4 NQNE -5719 10000 2709 5283 7' - 6" 6-2" Precast - 2 - #2 2 - #4 NONE 4203 9087 2025 3931 T- 8" 6' - 4" Precast (2) D4.5 Wire 2 - #4 NONE 5473 9564 6402 10000 8' - 0" IS'- 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 _ ?621 5257 1310 2519 10'- 6" 9' - 2" Precast 2. #2 2 - #4 NONE 2028 4007 1042 1989 1 T- 4" 10'- 0" _ Precast 2 - #3 - 2 - #5 NONE 3630 3552 872 1710 12'- 0' 10'- 8° Precast 2 _#(;3 2-#5 NONE 3191 3171 783 1476 12' - 6" 11'- 2" Precast - _ 2 - #t3 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 1 865 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 - #4 245 #5 NO N. R. 1474 527 1042 22' 0" 20' - 8" Prestressed 2 - #4 2 - #5 NONE , N. R. 1381 497 985 8" Prestressed - 2w #4 2 #5 NONE v N. R. 1147 1 418 1 829 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 16" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DD DET. DE DET. DID & DE DET. D_G 3'- 8" 2' - 4" 2'- 0" Precast 2 -� #2 2 - #2 NONE 2658 7405 6639 _ 6639 4'- 0" 2' - 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 2104 6071 5464 5464 4'- 2" 2' - 10" 2' - 6" Precast (2) D4.5 Wire 2 - #3 NONE 4062 10000 7229 =229 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 2.586 6- 10" 4'- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 2533 2754 2461 2461 6' - 8" 5'- 4" S - 0" Precast 2 - #2 2 - #4 NONE 2360 2360 1921 1920 T- 0" 5'- 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 2175 2175 1733 1783 7 - 6" 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 1945 1945 1500 1610 - T 8" 6'- 4" 1 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 2214 2214 1780 1843 9' 8" 8'- 4" 1 8'- 0" Precast 2 - #2 2 #4 NONE 1250 12.57 884 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 _ (0)#5L (1)#5U (1)#5L (1)#5U UPLIFT (0)#5L (1)#5L (2)#5U (1)#5L (1)#SU(1)#5U A B DET. DW _ DET. DX DET. DIN & DX DET. DY 3- 8" 2' - 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 6540* 8675* 8704* 8704* 4'- 0" 2' - 8" 2'- 4" 1 Precast 2 - #2 2 - #2 NONE 1 5386 7825 7854 Y 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 5.500* 6- 10" 4- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 4218 10000 4451 10000 6'- 8" 5'- 4" 5' - 0" Precast 2 - #2 2 - #4 NONE 5356 10000 3356 8207 7- 0" 5'- 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 6918 9848 3029 7407 7- 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" 8'- 4" 8' - 0" Precast 2 - #2 2-#4 NONE 2211 4137 j 1546 - 3779 DET. 'A' DET. W RELIC Ep T. 'D, DET. V DET. V ED T. 5' �� • uuuuu u r r r r r r r rADEVDIV r r r r r r r r r r / 'PaulIml r rr r r r r r r r r r r- ----L 2' RECESS '- DET. W DET. 'DR' DET. 'DS' NOTE #1: (1) #4 MIN. REQUIRED FOR DEEP BEAM ONLY -- Y GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" RECESS DOOR HEADERS ----�-- LINTEL LI=NGTH ---- 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. DM DET. DN DIET. DM & DN DEP T. D _ 2' - 4" 2' -0" Precast 2 - #2 2 - #2 NONE 3552 6213* 6213* 6213* 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 1 GOOD 4925 10000 8" 4'- 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 3711 4722 2542 4101 4' - 6" 4' - T 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" 6- 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" w - 0" Precast (2) D4.5 Wire 2 - #4 NONE 2163 3342 1425 2856 8" 8' - 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 1241 1771 806 1633 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE SAFE, LATERAL LOADS (PLF) 8" x 8" RECESS DOOR HEADERS LINTEL- LENGTH CLEAR SPAN DOOR SIZE TYPE PLAIN SOLID DET. DA DET. DB -'3-11 -2' - 4" 2'- 0" Precast 689 1185 4' - 0" - 2' - 8" 2'- 4" Precast 570 979 n 479 823 10" Precast 441 758 5' 8" 4 = 4" 44 - 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 - 0" Precast 197 354 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE TYPE DESIGNATION NOTE h 2' RECESS �, REALM' DETAIL M' DETAIL 'DV' 11m NIM1011 0 " 2' RECESS , DE11V ED T.'DX' DET.'DY' P - PLAIN LINTEL / QUANTITY OF #5 BAR AT S - SOLID LINTEL 1 FLOWER LINTEL CAVITY [8x16-P-1 L / 1 U] NOMINAL WIDTH J QUANTITY OF #5 BAR NOMINAL HEIGHT AT UPPER LINTEL CAVITY DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 i o 0 N Z w Ln OLn^ CD 0 M Z Ci- U) LU LL �a0 aba00 H WW Z LU 0 O d�- li LU LU Z Q O 2 C� IL Q Q L L1j I - � 0 Lu w Q LLI J U" w Z�<� Q Q O U o d' fie �Na o Lu U 110 M (y) L L C TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION 20 7 FLORIDA RESIDENTIAL ( 11 L BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C"ENCLOSED INTERNAL PRESSURE COEFFICIENT =30.18) WIND ZONE L THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. r SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ® 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WrrHOUr WRITTEN CONSENT FROM LEN NAR CORPORATION. © 2018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.12.17 1.00 6TH ED. 2017) FBC UPDATES VERSION NO. 1.00 / 12.12.17 Fdj ° d 4 013 0 0 v 00 e® cd O C� Q hq UJ 0121 z� Q w = UJ Q 2 -7 W N q� =N W �M T� W Z z:) 4t Q w = LL.i V N F- a W ❑ -� SHEET TITLE: QUALITY PRECAST LOAD TABLES SHEET INFORMATION: JOB NO.: 380842 DATE ISSUED: 06.25.18 DRAWN BY: JH REVIEWED BY: TH * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE 202 - --- - ---------------------- I I I I I I I I I � I w I 1'-0' ow 1'-0' (TYP.) I l TYP) I I I I 4'-0' OFF -RIDGE �e VENT I I RV1 I OFF -RIDGE z OFF -RIDGE VENT VENT I SLOPE 5:12 Q ,1 L SLOPE 5:12 C1 I z I I � I I � I > I I I NOTE: I FLA514 NG SHALL 13E INSTALLED AT WAIL AND ROOF I NTERSECTIONS, AT GUTTERS, AT ALL CHANGES N ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. I I I I I I I I I I I I I I I I I I I �e I I I I I I � I I �ii I � � I I � � I I I 1'-0. ' (TYP.) I � I SLOPE 5:12 L— — — — — — — — — — ---------------J 2'-2'� 19'-0' 2 ROOF FLAN SCALE: 61 O ROOF VENT SCHE I)ULEE O Verify with General Contractor all roof vent locations, quantities, and sizes. Roof vents shall be Installed for a minimum of vented area as listed below or equivalent system per 6TH ED. (2011) FRC, RW&2 Roof vents or Soffit Vent Mark Location equal system (sq. Ina (sq. in.) RV I Ma In Roof l94 194 RIDGE VENT 5 SHINGLE ROOF PER SPECS, EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' MEASURED FROM THE FINISHED FLOOR OF THAT PARTICULAR ROOM TO THE BOTTOM OF THE CLEAR OPENING. 1'-2' F29 F5 STUCCO FINISH SEE SHEET 6 FOR V MATERIAL W RIDGE VENT 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. SHINGLE ROOF PER SPECS. 1: 4, L I E. 9 f0' - �-� 6' SCOR ED D BAND. _.. F E 7711 E-7 _71 1 1 _�771 IF 3 l I�DING SECTION SCALE: 1/8'=I'-0' �12 15 RIDGE VENT STUCCO FINISH -� SEE DET. B/SNI FOR — — — — - WEEP SCREED INFO - LEFT ELEVATION 11,411 SCALE: 1/8' =1'-0' T. BLOCK ELEV. 6-0' �- F29 F. FLOOR ELEV. 0'-0'A_ I ON%ELEVATION 11,411 SCALE: 1/4'=I'-0' F31 THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FRC R103.1 I. t%Lx_C kLtV. 6 T IIIAIr)/)IIl CI I:v /' STUCCO FINISH FINISH FLOOR ELEV. 04'0 12 12 5 � OFF -RIDGE VENT � 5 SHINGLE ROOF PER SPECS. 1'-0' BLOCK ELEV._6-0' STUCCO FINISH SEE DET. B/SNI FOR - WEEP SCREED INFO Ak F. FLOCR_EI V. 0-01 -- — — — — �REAR ELEVATION IIAII SCALE: 1/8'=1'-0' RIDGE VENT 12 RIDGE 'VENT R---�12 SHINGLE ROOF PER SPECS. �5 o DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 i O O N z w OLn z M ko Q� JT a W LL Z Qa�M < t; o H� W z cn zUJI w 0 mi o %0 V) W W Q Z V O C Q W _, � 0 LU LU Q Lu J w z < QOQ (ri UCN N � W U M M u C TO THE BEST OF THE ENGINEER'S ^ KNOWLEDGE AND BELIEF, THE STRUCTURAL (� PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL u BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, C EXPOSURE "C" ENCLOSED (INTERNAL C PRESSURE COEFFICIENT =t0.18) WIND ZONE u THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. r SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©201B LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.12.17 1.OD b H ED. 17) FBC UPDATES VERSION NO. 1.00 / 12.12.17 STUCCO FINISH �' s SEE DET. B/SNI FOR WEEP SCREED INFO '' CD L1 '! A — m II°e��Cy�`°�:.�w w tl'ad pr ©a�>j�.�� LU C� w 00 L Z :.i w = W 3 W N Q� =N W w cvi T 10 W =)* �* Z Q Lu = ui Ali ten_ W ❑ SHEET TITLE: ELEVATION "A" EXTERIOR ELEVATIONS & ROOF PLAN SHEET INFORMATION: ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF JOB NO.: 380842 RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE DATE ISSUED: 06.25.18 BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING DRAWN BY: JH CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE REVIEWED BY: TH COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE 3A DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. 4 J Typical 150-200 Amp Electrical Riser Diagram 200A INDOOR PANEL CENTER POWER CO. FEED #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. FARMAL ELECTRICAL FLAN = ELEVATION 11511 SCALE: 1/4'=1'-O' ELEC. METER ROUGH -IN FOR FANLIGHT 6'_01 FAN INSTALLED PER SPECS ® - IQn 1 u-IN t=r)W FAWA IrtUT LECTF,)IGAL FLAN SCALE: 1/4'=1'-0' ROUGH -IN FOR FANLIGHT FAN INSTALLED PER SPECS ROUGH -IN FOR FANLIGHT FAN INSTALLED PER SPECS GF.I. .,' ROUGH -IN FOR FANLIGHT FAN INSTALLED PER SPECS . .. ... ..... ELEC I FD,1CAL <E� K)-- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P WEATHERPROOF DUPLEX OUTLET F� GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 TWEE -WAY SWITCH 14 FOUR-WAY SWITCH JR RHEOSTAT SWITCH �- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Pz LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE f� 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 I-Q TELEPHONE (OPTIONAL.) TELEVISION (OPTIONAL) Q THER105TAT ELECTRIC METER J� ELECTRIC PANEL ® CONCOURSE BOX -=_j DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J c /> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES: 1. PROVIDE AND INSTALL GROW FAULT CIRCUIT-INTERUPTERS (GFI) AS INDICATED ON PLANS. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES 4 RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR SWITCHES-42' OUTLETS-14' TELEPHONE-14' TELEVISION_14' 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POUTER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. SMOKE DETECTORS SHALL BE LABELED IN ACCORDANCE WITH UL 211 AT TIME OF FINAL INSPECTION. 4. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON A AF.C.I. PROTECTED CIRCUIT. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO UNSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O14 NE.C, 6TH 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 tI VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. r- LO O N LO N N LO -- ,-,-T ---- - USP ONNEC'nON CHART CONNECTION CITY: CONN. CAP°ACITYQbs) FASTENERS" PER CONN. HTA20 1 1870 c-�-10d x 1 1/21 1RT1 1 1160 9-10d vI 1.t2' '8-10d -Doublle r-onT r�s to be placed diagonally ICE each other. ' Do not Ltd nails through the truss plate on The opposlte s1de of the truss wfhich could fore the plate off the truss, ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO 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 5U5JECT 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 7i L' oo -N LISP WTA20 0 EA TRUSSLi e MASONRY ITYP.) U U H J F- (U �I CU Cd (U GIRDER-- J Q ------------------------------------- --------- ----- -- z ' —U$P HTA20 0 EA Trm5 �_-9 MA5004RY (TYP) z o I I I 8'-0' CEILING � 9 4 ' '- M VAULT CLG, CEILING U I I I I � I z DROPPED FLAT TOPSOF HIPS FOR FRAMING a (GIRDER NOT DROPPED) Q W W W - - ------' _—=---r=—_— 8'-0' CEILING 9'-4' CEILING 8'-0' CEILING 0 Y U Q W L7 r N — 8'-0' CEILING I USP HTA20 ® EA TRIM ® MASONRY (TYP.) HU CHASE DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER N T ❑ P P F ) 1 9'-4' FILING cHE q HE ROOF [PRIOfTO OVER BUILD� O R = 33440 D U : 11630 55 / USP HTA20 GIRDER -CMU WALL a 54' ALFf. 9'-4 CEILING USP WTA20 a EA TRUSS USP HTA20 s EA TRIM - - ---- - -- -- - - --- — e MASONRY (TYP.) MASONRY (TYP) 51-41 29'-4' DANSCO ENGINEERING, LLC P.O. BOX 3400 e Apollo Beach, Florida 33572 i p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 I O O N Z LL1 O � o� LI) z M aNJ� aWILL^ z o zv~if— W z� LU J O O t0 LLJ LU Q �ICLQ Q:Ew Q LU -� II L � �/ O � � U LU Q "q W X .J w C) Q`OQ` Q U �'O N Q o LU U *_0 M M << �r TO THE BEST OFTHE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL v PLANS AND SPECIFICATIONS COMPLY WITH T 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. © 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 0201 B-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. 2 17) FBC UPDATES e VERSION NO. 1.00 / 12.12.17 Y. 1•�G°�g41 Lu co ue ° a'� �r°fib E�.uw rt.®P.1 V^Y.'TjID r�L� R RMfN N® E5 0 LU t� LU ALL CONNECTIONS PER U5PC ATALOG (LATEST EDITION). - CONTACT ENGINEER FOR ALTERNATE CONNECTIONS � w = a LU z W N Q N = N PRE-ENGINEERED WOOD TRU55E5 SPACED 9 24' O/C W w ; _ 00 2 TYPICAL, UNLESS NOTED OTHERWISE z Q LL; = w �a a: 3. 5EE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF W ❑ �- INFORMATION, SHEET TITLE: 4 TRU65 TO TRU55 ATTACHMENT PER TRU55 MANUFACTURER ROOF FRAMING PLAN ELEVATION "A" UPLIFT VALUES SHOWN ARE CALCULATED BASED ON SHEET INFORMATION: CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM JOB NO.: 380842 TRUSS MANUFACTURER'S VALUES DATE ISSUED: 06.25.18 DRAWN BY: JH IF THE CONTRACTOR, TRU55 MANUFACTURER, OR OTHER DESIGN PROFE55IONAL5 REVISE THE SHOWN INFORMATION, DAN5CO REVIEWED BY: TH ENGINEERING, LLC 15 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH DE51GN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT. 5 A t :., i 1 n ..�� -- — - SPEGIFIGATIONS I. I. CONSTRUCTION I. I. I. AGI 318-14 BUILDING GODE REQUIREMENTS FOR STRUCTURAL GONGRETE I. 1.2. ASGE5/AGI 550-15, TMS 402-I6 $ ASGE6/AGI 530.1-13, TMS 602-16 SPEGIFIGATION5 FOR MASONRY STRUCTURE5. I. 1.5. ASTM G270-12a, G476-10, AND GGO-14 SPEGIFIGATION5 FOR MASONRY STRUCTURES I. I. 4. NATIONAL DESIGN SPEGIFIGATIONS (ND5) FOR WOOD GON5TRUGTION, 2015 EDITION, AND ALL AGGOMPANYING SUPPLEMENTS. I. I. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2017) I. I. 6. "MANUAL OF STEEL GONSTRUGTION, ALLOWABLE STRESS DESIGN", BY THE AMERIGAN INSTITUTE OF STEEL GON5TRUGTION, (AI5G) I. I. 7. "DESIGN SPEGIFIGATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TPI 1-14. 1.2. DESION : I. 2. I. AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL GONGRETE 1.2.2. A5GE5 AGI 550-13 TMS 402-16 6 A5GE6 AGI 550.1-13 TMS 602-16 5PEGIFIGATION5 FOR MASONRY 5TRUGTURE5. I. 2. 3. ASTM G270-12a, G476-10, AND GGO-14 SPEGIFIGATION5 FOR MASONRY 5TRUCTURES I. 2. 4. NATIONAL DESIGN SPEGIFIGATION5 (ND5) FOR WOOD GON5TRUGTION, 2015 EDITION, AND ALL ACGOMPANYING SUPPLEMENTS. I. 2. 5. PLYWOOD DESIGN SPEGIFIGATIONS (APA) I. 2. 6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2017) I. 3. SHOP DRAW 1 NC S : 1.5. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. I. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION. I. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INGLUDE : DRAWINGS AND GALGULATIONS, REAGTIONS AND BEARING POINTS, BRAGING REQUIREMENT5, AND GONNEGTION5 TO SUPPORTING TRUSS MEMBERS. 2. DE51 C N LOADS THIS 5TRUGTURE HAS BEEN DESIGNED IN AGGORDANGE WITH THE 6th ED. (2017) FLORIDA BUILDING CODE, RESIDENTIAL BUILDING CATEGORY: II 2. I. DEAD LOADS: ROOF TILE (TG=15P5F, BG=IOP5F) 25PSF ASPHALT SHINGLE (TG=7P5F, BG=IOP5F) 17PSF METAL (TG=IOP5F, BG=IOP5F) 20P5F FLOOR TILE (GERAMIG, 1/2" MORTAR BED) 25P5F CARPET OR WOOD 15P5F 2. 2. LIVE LOADS ROOF 20P5F FLOOR ONE- AND THO-FAMILY DWELLINGS UNINHABITABLE ATTIC, NO STORAGE IOP5F UNINHABITABLE ATTIC, LIMITED STORAGE 20PSF HABITABLE ATTICS, SLEEPING AREAS 50PSF OTHER 40PSF EXTERIOR DEGK5 SAME AS OGGUPANGY SERVED RAILING - NONGONGURRENT 50PLF OR 200LB LIVE LOAD REDUGTION5 PER CODE 2. 3. ROOF SNOW LOAD DATA: GROUND SNOW LOAD, Pg = N/A 2. 4. WIND LOADS : BASIC, WIND SPEED, V (3-SEG. GUST) 140MPH (Va5d=108MPH) WIND EXPOSURE G INTERNAL PRESSURE GOEFFIGIENT G 8 G DE51ON PRESSURE SEE PLAN WIND BORNE DEBRIS PROTECTION 5HUTTER/IMPAGT GLA55 2. 5. 5EI5MIG DE51ON DATA: SEISMIC, IMPORTANGE FACTOR, le 1.0 SEISMIC, R15K GATEGORY II MAPPED SRA, 55, 51 N/A 51TE GLASS A DESIGN SRG, 5D5, 5D1 N/A SEISMIC, DE51ON GATEGORY WA BASIC, SFR5 MASONRY HALLS DESIGN BASE SHEAR, (UNFAGTORED) N/A SEISMIC, RESPONSE GOEFFIGIENT, G5 N/A RESPONSE MODIFICATION FACTOR, R N/A ANALYSIS PROCEDURE ELF 2. 6. FLOOD DE51ON DATA: DATUM NAVD88 FLOOD ZONE 1XII BASE FLOOD ELEVATION: N/A LOWEST PROPOSED FLOOR ELEVATIONS N/A 3. DEELEGTIONS: LIVE LOAD L/360 TOTAL LOAD L/240 4. MATERIALS 4.1. RE I NFORG I NC STEEL 4. I. I. REINFORGING STEEL SHALL BE ASTM A615/A(615M-01`I GRADE 40, Fy = 40 Ksl 4. 1.2. LAP SPLIGE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15" 4. 1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORGING ARE TO THE CENTERLINE OF EACH BAR EXGEPT WHERE THE COVER DIMENSION 15 SHOWN TO THE FACE OF THE GONGRETE. 4. 1.4. REINFORGING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1.5. REINFORGING MEGHANIGAL 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 REQUIREMENT5 : G-1-P GONGRETE FORMED AGAINST EARTH : 51, G-1-P CONCRETE EXPOSED TO EXTERIOR : 2" G-1-P GONGRETE NOT EXPOSED V2" GROUT FILLED MASONRY : 314u 4. L 7. HELPED HIRE FABRIC, (WWF): A1064/A1064M-16a 4. I. 8. DETAIL REINFORCEMENT IN AGGORDANGE WITH AGI 315-LATE5T EDITION. 4. 2. CONCRETE : 4.2. 1. GONGRETE TYPE MIN. 25 DAY DESIGN (f'c) MODULES OF EL_A5TIGITY DESIGN (E) G-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,650 Ksi G-I-P GONGRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 5,000 Psi 3,122 Ksi G-1-P GROUT 1 5,000 Psi 1 3,122 Ksi 4. 2. 2. CONCRETE SHALL GON515T OF I" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPEGIFIGATION5 FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL GON515T OF PEA ROCK (3/0" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPEGIFIGATIONS FOR ADDITIONAL CRITERIA. 4. 2. 4. GONSTRUGTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF GONGRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN AGGORDANGE WITH THE 5PEGIFIGATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLAB5 (EXGLUDING EXTERIOR WALKWAYS 8 DRIVEWAYS) 3 1/2" MIN. THIGKNE55 H/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF IN TOP OF 1-1/2" OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF GONTRAGTORS DISGRETION. 4. 2. 7. CONCRETE PLACEMENT PRAGTIGE5 SHALL BE IN AGGORDANGE H/ ALL AGI- MGP 201-7 STANDARDS. 4.3. CONCRETE MASONRY : 4. 3. 1. FILLED GELL5 H/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING GONGRETE MASONRY BLOCK SHALL BE ASTM GGO-14, TYPE 11 NON-MO15TURE GONTROLLED. 4. 3. 3. ALL CELLS 6 GAVITIE5 BELOW GRADE WILL BE FILLED H/ CONCRETE IN ALL STEM WALLS 4. 3. 4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM 4. 3. 5. METHOD OF GONGRETE MASONRY PLACEMENT AND GONSTRUGTION SHALL BE GONDUGTED IN AGGORDANGE WITH THE 5PEGIFIGATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY GON5TRUGTION. 4. 5.7. MASONRY ROUGH OPENING MAY VARY IN THE GRO55 5EGTION DIMENSION OR ELEVATION DIMENSION 5PEGIFIED ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER 5EGTION R606.3.1.1 4.4. STRUGTURAL LUMBER 4. 4. 1.1. INTERIOR LOAD BEARING WALLS 5PF STUD OR BETTER, fb = 675 PSI, E = 1200 Ksi ALL EXTERIOR FRAMING 5PF #2 OR BETTER, fb = 575 PSI, E = 1,40OKSI 4.4. 1.2. ALL FRAME WALLS TO BE GONSTRUGTED USING 5PF , STUD QUALITY OR BETTER, UNLESS NOTED OTHERWISE 4. 4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 4. IF 05B BOARD 15 TO BE USED IN PLAGE OF PLYWOOD 15 TO HAVE SIMILAR OR GREATER 5EGTION PROPERTIES. 4. 4. 5. ONLY STRUCTURAL LUMBER T ED FOR AN EXTERIOR APPLICATION. WOOD IN OBE U5 GONTACT WITH CONCRETE 15 TO REGEIVE A STANDARD GRADE PRESSURE TREATING. 4. 4. 6. WHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE MANUFAGTURER 15 TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4. 4. 7. DESIGN, FABRIGATE AND EREGT WOOD TRUSSES IN AGGORDANGE WITH THE "DESIGN SPEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED WOOD TRUSSES" BY THE ANSI/TPI 1-14, BG51 2013 4. 4. 8. UNTREATED WOOD SHALL NOT BE IN DIRECT GONTACT WITH GONGRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOGATION5 WITHOUT WOODEN TOP PLATES. 4. 4. G. ALL EXTERIOR FRAME WALLS SHALL BE STUGGO FINISH AND SHALL BE APPLIED IN STRIGT AGGORDANGE WITH THE FRG 5EGTION R703.7.2 AND WITH A5TM Gc12b INGLUDING THE REFERENGE IN ASTM GG26 SECTION 8 TO 5EGTION X1.4.2 OF THE APPENDIX - 7/8" TOTAL THICKNESS APPLIED IN THREE LAYERS (3/8" - 3/8" - 1/0") OVER METAL LATH OVER WATER RESISTIVE BARRIER. THE HATER RESISTIVE BARRIER SHALL INGLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUGH THAT EACH LAYER PROVIDES A SEPARATE GONTINUOUS PLANE AND SHALL BE ATTAGHED DIRECTLY TO THE SHEATHING OVER FLASHING INSTALLED IN AGGORDANGE WITH THE APPLICABLE BUILDING CODE AND MANUFACTURER'S 5PEGIFIGATIONS. GURING TIME FOR 3-GOAT 5T000O, EAGH GOAT SHALL BE KEPT IN A M015T GONDITION FOR AT LEAST 48 HOURS PRIOR TO THE APPLICATION OF THE NEXT GOAT. THE 2ND GOAT SHALL NOT BE APPLIED SOONER THAN 48 HRS AFTER APPLICATION OF THE I5T GOAT. THE FINISH GOAT SHALL NOT BE APPLIED SOONER THAN 7 DAYS AFTER THE APPLICATION OF THE 2ND GOAT. UNLESS APPLICATIONS INSTALLED IN AGGORDANGE WITH ASTM CG26 INGLUDING THE REFERENGE IN ASTM Gc12b 5EGTION 8 TO SECTION XIA.2 OF THE APPENDIX 4. 4. 10. INSTALLATION OF EXTERIOR LATHING 8 FRAMING SHALL GOMPLY TO ASTM G 1063 PER FLORIDA RESIDENTIAL CODE R703.7.1 4. 4. 11. FIELD GUT ENDS, NOTGHE5 AND DRILLED HOLES OF PRE5ERVATIVELY TREATED HOOD SHALL BE TREATED IN THE FIELD IN AGGORDANGE HITH AWPA M 4 4. 5. FASTENERS AND TIE DOWNS : 4.5. 1. FASTENERS AND TIE DOWNS SHALL GON515T OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, GHANNEL5 : A5TM A36/36M 08 Fy = 36 Ksi ROUND METAL PIPE : ASTM A53/A53M-12, GRADE B Fy = 35 Ksi SQUARE METAL TUBING ASTM A500-13, GRADE B Fy = 46K5i HIGH STRENGTH BOLTS : A5TM A525-14 MAGHINE BOLTS : GALVANIZED ASTM A307-12 4. 5. 2. SHEET METAL AGGESSORIES SHALL CONFORM TO : Fy = 33KsiHITH GGO GALVANIZED COATING IN AGGORDANGE WITH A5TM A525-G3. 4. 5. 3. NAILS SHALL CONSIST OF : GOMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", IOd = 0.148", 12d = 0.148", 1bd = 0.162" 4. 5. 4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN GONGRETE OR USED IN AN EXTERIOR APPLIGATION ARE TO REGEIVE AN ANTI -CORROSIVE GOATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOHN5 ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOHN5, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN AGGORDANGE WITH THE PLANS AND 5PEGIFIGATIONS. 4. 5. 7. GONGRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE NET SET PRIOR TO INITIAL SET OF THE CONCRETE, 5LAGIN6 AND ALIGNMENT ARE TO BE IN AGGORDANGE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. GONGRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORGING PRIOR TO OR WHILE PLAGING GROUT. 4. 5. q. P05T-INSTALLED ANGHOR5 INTO GONGRETE 1. POST -INSTALLED ANGHORS SHALL ONLY BE USED WHERE 5PEGIFIED ON THE GON5TRUGTION DOCUMENTS. THE GONTRAGTOR SHALL OBTAIN APPROVAL FROM DAN5GO ENGINEERING, LLG PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLAGE OF MISSING OR M15PLAGED GAST-IN-PLAGE ANGHOR5. 2. GARE SHALL BE TAKEN IN PLAGING POST -INSTALLED ANGHORS TO AVOID GONFLIGTS WITH EXISTING REBAR. 3. HOLES SHALL BE DRILLED AND GLEANED IN AGGORDANGE WITH THE MANUFACTURER'S PRINTED INSTRUGTIONS MPII . 4. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE 5PEGIFIED BELOW SHALL BE SUBMITTED BY THE GONTRAGTOR TO DE ALONG WITH GALGULATION5 THAT ARE PREPARED 8 SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE GALGULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUGT 15 GAPABLE OF AGHIEVING EQUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE 5PEGIFIED PRODUGT USING THE APPROPRIATE DESIGN PROGEDURE AND/OR STANDARD(5) AS REQUIRED BY THE FLORIDA BUILDING CODE. 5. PROVIDE PERIODIC, SPECIAL IN5PEGTION FOR THRESHOLD BUILDINGS FOR ALL ADHESIVE AND MEGHANIGAL ANGHOR5 PER THE PRODUGT'5 FLORIDA PRODUGT APPROVAL. 6. GONTAGT MANUFAGTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND INSTALLATION OF ANCHORS AND FOR PRODUGT RELATED QUESTIONS AND AVAILABILITY. GALL SIMPSON STRONG -TIE AT (500) GGG-50GG. GALL HILTI AT (866) 445-8827. 7. MEGHANIGAL ANGHORS SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE WITH AGI 355.2 AND IGG-E5 AGIci3 FOR GRAGKED AND UNGRAGKED GONGRETE RECOGNITION. PRE -APPROVED MEGHANIGAL ANGHOR5 INGLUDE: A) 5GREH: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KWIK HU5-EZ" B) EXPANSION: 51MP50N STRONG -TIE "STRONG -BOLT 2" OR HILTI "KWIK BOLT TZ" 8. ADHESIVE ANGHORS SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE WITH AGI 355.4 AND IGG-ES AC308 FOR GRAGKED AND UNGRAGKED GONGRETE REGOGNITION. ADHESIVE ANGHOR5 SHALL BE INSTALLED IN GONGRETE HAVING A MINIMUM AGE OF 21 DAYS PER AGI 515-14 D.2.2. HOLES SHALL BE DRY AT THE TIME OF INSTALLATION. ADHESIVES SHALL HAVE MAX. IN-5ERVIGE SHORT-TERM TEMPERATURE OF 150°F, AND MAX. IN-5ERVIGE LONG-TERM TEMPERATURE OF 110°F (AGI 5185 D.G.2.10. PRE -APPROVED ADHESIVE ANGHORS INGLUDE: A) EPDXY: 51MP50N STRONG -TIE "SET-XP" OR HILTI "HIT -RE 500-5D" B) FAST GURE: SIMPSON 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 AG106. PRE -APPROVED MEGHANIGAL ANGHOR5 INGLUDE: A) 5GREW: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KWIK HU5-EZ" B) EXPANSION: 51MP50N STRONG -TIE "STRONG -BOLT 2" "WEDGE -ALL" OR HILTI "KWIK BOLT 5" 2. ADHESIVE ANGHOR5 INSTALLED IN SOLID -GROUTED GONGRETE MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AG58. PRE -APPROVED ADHESIVE ANCHORS INGLUDE: A) EPDXY: SIMPSON STRONG -TIE "SET-XP" B) FAST GURE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 70" 3. ADHESIVE ANGHORS INSTALLED IN HOLLOW GONGRETE MA50NRY S UNREINFORGED CLAY BRIGK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE WITH IGG-E5 AG58 OR AG60, RESPEGTIVELY. PRE -APPROVED ADHESIVE ANGHORS INGLUDE: A) SIMP50N STRONG -TIE "SET" OR HILTI "HIT-HY 70" 4. THE APPROPRIATE 5GREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANGHORS INSTALLED IN HOLLOW GONGRETE MASONRY OR UNREINFORGED CLAY BRICK MASONRY AS REQUIRED BY THE ADHESIVE MANUFACTURER. 4. 6. MIGRO-LAM LUMBER: 4. 6. I. MIGRO-LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 P51 Fb == 2,G50 P51 Ft = 1 "550 P51 Fc = 500 P51 (PERPENDIGULAR) Fr- = 2,700 (PARALLEL) 4.1. STEEL: Fv = 285 P51 4. 7. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, OUAL.IFIED STEEL EREGTOR. 4. 7. 2. FABRIGATE AND ER.EGT ALL STRUCTURAL STEEL IN AGGORDANGE WITH ,A.I.S.(". "SPEGIFIGATION FOR THE DESIGN, FABRICATION, AND ERECTION OF 5TRUGTUR.AL STEEL FOR BUILDINGS". 4.1. 3. STRUCTURAL STEEL: ASTM A36/36M 08). 4.7. 4. STEEL TUBING: A5TM A500-10, GRADE B. 4. 7. 5• WELDED GONNEGTION5: E70XX ELEGTRODE5, MINIMUM 5IZE FILLET- WELDS 3/16", AH5 CERTIFIED WELDERS. GERTIFIGATION PAPERS TO BE SUBMITTED UPON REC�UE5T. 4.7. 6. WHERE STEEL BEAMS ARE GONTINUOU5 OVER. GOLUMN5, PROVIDE WEB STIFFENER PLATES ON EACH 51DE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THIGKNE55, L-OGATED AT THE CENTER LINE OF THE TUBE GOLUMN. 4. 7. 7. THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY _SUPPORT SHALL BE PROVIDED BY THE GONTRAGTOR UNTIL REQUIRED GONNECTIONS OR ELEMENTS ARE IN PLAGE. 4. 8. 501 L: 4. 8. I. THE FOOTING 15 DESIGNED BASE ON 2000 P5F SOIL BEARING PRESSURE. �c - GONTRAGTOR/OWNER SHALL VERIFY SDIL BEARING PRE�_JURE OF THE PROPOSED SITE. 4. 8. 2. ALL 501L 15 TO BE GLEAN $ POISONED FOR TERI-11TES PER FBG 6TH EDITION (2017) RESIDENTIAL SEGTION5 R318.1, R318.2, R318.3, $ R31,5.7 TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATCME T • 501L GHEMIGAL BARRIER METHOD • OTHER TREATMENT - MUST 5PEGIFY PROP05ED METHOD AND SUBMIT DOGUMENTATION, WHIC SUBSTANTIATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTECTION SYSTEM OR METHOD. IF CHEMICAL 501L TERMITE TREATMENT 15 U5ED 1. FBG 105.11- "A PERMANENT 51ON WHIGH IDENTIFIES THE TERMITE TREAT MENT PROVIDER AND NEED FOR RE-INSPEGTION AND TREATMENT GONTRAGT RENEWAL SHALL_ BE: PROVIDED. THE SIGN SHALL BE POSTED NEAR. THE WATER HEATER OR EL.EGT-RIC, PANEL" 2. GONDEN5ATE AND ROOF DOWNSPOUTS SHALL DI5GHAR.GE AT LEAST I' O" AHA'r FROM THE BUILDING SIDE WALLS. 3. IRRIGATION/SPRINKLER SYSTEMS INGLUDING ALL RISERS AND 5PRj`1,Y HEADS SHALL NOT BE INSTALLED WITHIN P-O" OF THE BUILDING SIDE WALL.. 4. FBG R318.7 - IN ORDER TO PROVIDE FOR INSPEGTION FOR TERMITE INFESTATION, GLEARANGE BETWEEN EXTERIOR WALL GOVERIN65 AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING WALL NOT BE LE55 THAN 6 INGHE5 (152 MM,) EXGEPTI ONS: 1. D GO VE E ENTITIOUS FINISH LESS THAN INGH 17 1 MM THICK PAINT OR E RATI G M F LESS � () f ADHERED DIRECTLY TO THE MASONRY FOUNDATION SIDEHALL. 2. AGGESS OR VEHICLE RAMPS WHIGH RISE TO THE INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH RAMPS ONLY. 3. A 4-INGH (102 MM) INSPEGTION SPAGE ABOVE: PATIO AND GARAGE SLAB5 AND ENTRY AREAS. 4. IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR FINISH FLOOR ELEVATIONS ON 1`_1A5ONRY CONSTRUCTION ONLY. 5. MASONRY VENEERS GON5TRUGTED IN AGGORDANGE WITH 5EGTION R:30.4. 5. R318.1.1 IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMI TE PREVENTION, THE- INITIAL GHEMIGAL 501L TREATMENT INSIDE THE FOUNDATION PERIMETER: SHALL- BE DONE AFTER ALL EXCAVATION, BAGKFILLING AND GOMPAGTION IS COMPLETE. 6. R31b.1.2 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL AREA DISTURBED AFTER. INITIAL GHEMIGAL 501L TREATMENT SHALL BE: RETREATED WITH A GHEMIGAL 501L TREATMENT INGLUDING 5PAGE5 BOXED OR FORMED. 7. R318.1.3 IF 501L TREATMENT 15 USED FOR. SUBTERRANEAN TERMITE PREVENTION, SPAGE IN GONGRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE GREEATED BY USING PLASTIC, OR METAL PERMANENTLY PLACED FORMS OF 5UFFIGIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANGE AFTER INITIAL GHEMIGAL. SOIL TREATMENT. 8. R318.1.4 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GHEMIGALLY TREATED SOIL SHALL BE PROTEGTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL, OGGURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT 15 REOUIRED. ANY WORK, INGLUDING PL-AGEMENT OF REINFORGING STEEL, DONE AFTER GHEMIGAL TREATMENT UNTIL- THE GONGRETE FLOOR 15 POURED, SHALL BE DONE IN 5UGH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED 501L. Gi. R30.1.5 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GONGRETE OVERPOUR OR MORTAR AGGUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR GHEMIGAL_ SOIL. TREATMENT, 1-0 ENHANCE VERTICAL PENETRATION OF THE GHEMIGAL5. 10. R318.1.6 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE. PREVVENTON, GHEMIGAL SOIL TREATMENTS SHALL AL-50 BE APPLIED UNDER ALL EXTERIOR GONGRE T E OF GRADE WITH I FOOT (505 MM) OF THE PRIMARY STRUCTURE 51PEHALLS. ALSO, A VERTIGAL GHEMIGAL BARRIER SHALL BE APPLIED PROMPTLY AFTER GON5TRUC T ION 15 COMPLETED, INGLUDING INITIAL LAND5GAPING AND IRRIGATION/SPRINKLER INSTALLATION. ANY 5011- DISTURBED AFTER THE GHEMIGAL VERTICAL BARRIER. 6 APPLIED 5HAL-L BE PROMPTLY RETREATED. 11, R30.17 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5EGTION R318.I.i, THROUGH SECTION R318.1.6 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 ISSUE OF THE GERTIFIGATE OF OGGUPANGY SHALL. BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE POURING OF THE SLAB, AND THE. 5Y5TEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. IF THE BAITING SYSTEM DIRECTIONS FOR US REQUIRE A MONITORING PHASE PRIOR TO INSTALLATION OF THE PESTICIDE ACTIVE INGREDIENT, THE IN5TALLATION OF THE MONITORING PHASE GOMPONENT5 SHALL BE DEEMED TO GON5TITUTT_ INSTALLATION OF THE SYSTEM. 12. R318.1.8 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A. WOOD TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5EGTIONS R318.Ll THROUGH R310.1.6 DO NOT APPLY. APPLICATION OF THE WOOD TREATMENT TERMITIC IDE5 SHALL BE AS REQUIRED BY LABEL DIREGTION5 FOR USE, AND MUST BE GOMPLETED PRIOR TO FINAL. BUILDING APPROVAL. 15, R3I8.1 TERMITE PROTECTION. TERMITE PROTEGTION SHALL BE PROVIDED BY REGISTERED TERMITIGIDES, INGLUDING 501L APPLIED PE5TIGIDF-5, BAITING SYSTEMS, AND PESTIGIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABEL-ED FOR USE AS A PREVENTATIVE TREATMENT TO NEW GONSTRUGTION. SEE 5EGTION 202, REGISTERED TERMITIGIDE. UPON GOMPLETION OF THE APPLICATION OF 'HE-. TERMITE PROTEGTIVE TREATMENT, A GERTIFIGATE OF GOMPL-IANGE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL. COMPANY T}i,611- GONTAIN5 THE FOLLOWING STATEMENT: "THE BUILDING HAS REGEIVED A GOMPLETE TRt_A"TMENf FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGOR.DANGE V41-FH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF A6RIGULTUR.E AND GONSUMER SERVIGE5." 14. R50.2 PENETRATION. PROTEGTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E--GONTAINING MATERIALS, IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE 51-F-EVE SHALL HAVE A MAXIMUM WALL THIGKNE55 OF 0.010 INGH (0.25 MM), .AND BE SEALED WITHIN THE SLAB USING A NON --CORROSIVE GLAMPING DEVIGE TO ELIMINATE THE ANNULAR SPAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDES SHALL BE APPLIED INSIDE THE SLEEVE. 15. R310.3 GLEANING. CELLS AND GAVITIE5 IN MASONRY UN11-5 AND AIR: GAPS BETWEEN BRICK, STONE OR MASONRY VENEERS AND THE 5TRUGTURE SHALL BE GLEANED OF ALL NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE HOOD, OR OTHER CELLULOSE-GONTAINING MATERIAL PRIOR TO GONGRETE PLACEMENT. EXGEPTION: INORGANIG MATERIAL MANUFAGTURED FOR GL.O5ING GEL.I...5 IN FOUNDATION GONGRETE MA50NRY UNIT GONSTRUGTION OR GLEAN EARTH FILL PLACED IN GONGR.ETE MASONRY UNIT VOIDS BELOW SLAB LEVEL BEFORE TERMITE TREATMENT 15 PERFORMED. 4. 8 .5. 501L 15 TO BE GOMPAGTED TO c5% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557--12el 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 "LIOU10 50RATE OR BOR-A-GOR" PRODUGT OR SENTRIGON SYSTEM, METHODS MUST BE DETERMINED AT PERMIT STAGE . 2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. REOU I RED SAFETY OLAZ I NC IN HAZARDOUS LOGATI ON5 FAFETY GLAZING (RE: FRG R308.4) R308.4 HAZARDOUS OGATIONS. THE FO OWING SHALL BE GONSID P GIFT L LL LL ERED 5 E G HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING: I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS. EXCEPTIONS: I. GLAZED OPENINGS OF A 5IZE THROUGH WHIGH A 3-INGH DIAMETER (76 mm) SPHERE 15 UNABLE TO PASS. 2. DEGORATIVE GLAZING. 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE GON5IDERED TO BE A HAZARDOUS LOGATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INGHES (1524 MM) ABOVE THE FLOOR OR WALKING 5URFAGE AND IT MEETS EITHER OF THE FOLLOWING GONDITION5: I. WHERE THE GLAZING 15 WITHIN 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 WALL PERPENDIGULAR TO THE PLANE OF THE DOOR IN A GLOSED POSITION AND WITHIN 24 INCHES (610 MM) OF THE HINGE SIDE OF AN IN -SWINGING DOOR. EXCEPTIONS: I. DECORATIVE GLAZING. 2. WHERE THERE 15 AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. WHERE AGGE55 THROUGH THE DOOR 15 TO A GLO5ET OR STORAGE AREA 3 FEET (G14 MM) OR LESS IN DEPTH. GLAZING IN THIS APPLIGATION SHALL COMPLY WITH SECTION R308.4.3. 4. GLAZING THAT 15 ADJAGENT TO THE FIXED PANEL OF PATIO DOORS 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE WINDOW THAT MEETS ALL OF THE FOLLOWING GONDITION5: I. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN q SQUARE FEET (0.836ml); AND 2. THE BOTTOM EDGE OF THE GLAZING IS LE55 THAN l8 INGHE5 (457 mm) ABOVE THE FLOOR; AND 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INGHE5 (G14 mm) ABOVE THE FLOOR; AND 4. ONE OR MORE WALKING 51URFAGE ARE WITHIN 36 INGHE5 (c114 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXGEPTION5: I. DECORATIVE GLAZING. 2. WHEN A HORIZONTAL RAIL 15 INSTALLED ON THE AGGES5IBLE SIDE(5) OF THE GLAZING 34 TO 38 INGHE5 (846 TO G(95) ABOVE THE WALKING 5URFAGE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/m) WITHOUT GONTAGTING THE GLASS AND BE A MINIMUM OF 1 1/2" INGHE5 (35 mm) IN GRO55 5EGTIONAL HEIGHT. 3. OUTBOARD PANES IN INSULATING CLASS UNITS AND OTHER MULTIPLE GLAZED PANELS WHEN THE BOTTOM EDGE OF THE GLA55 IS 25 FEET (7620 mm) OR MORE ABOVE GRADE, A ROOF, WALKING 5URFAGES OR OTHER HORIZONTAL (WITHIN 45 DEGREES (O.G7 RAD) OR HORIZONTAL) 5URFAGE ADJAGENT TO THE GLASS EXTERIOR. 4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING 5URFAGE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NON5TRUGTURAL INFILL PANELS. 5. GLAZING IN WALLS, ENGL05URE5 OR FENGE5 GONTAINING OR FAGING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE M OF THE GLAZING IS LESS THAN 60 INGHE5 1524 MM MEASURED VERTIGALLY BOTTO EXPOSED EDGE L ( ) ABOVE ANY STANDING OR WALKING 5URFAGE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO 51NOLE GLAZING AND EAGH PANE IN MULTIPLE GLAZING. EXGEPTION: GLAZING THAT IS MORE THAN 60 INGHE5 (1524 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE HATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. 6. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INGHE5 N14 MM) ABOVE THE PLANE OF THE ADJAGENT WALKING 5URFAGE OF 5TAIRHAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXGEPTI ON5: I. HHERE A RAIL 15 INSTALLED ON THE AGGE551BLE 51DE(5) OF THE GLAZING 34 TO 38 INGHE5 (864 TO G65 MM) ABOVE THE WALKING 5URFAGE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) HITHOUT GONTAGTING THE GLASS AND HAVE A GROSS-SEGTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INGHE5 (38 MM). 2. GLAZING 36 INGHE5 (c114 MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING 5URFAGE. 7. GLAZING ADJAGENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY HHERE THE GLAZING 15 LE55 THAN 36 INCHES (c114 MM) ABOVE THE LANDING AND WITHIN A 60-INCH (1524 MM) HORIZONTAL ARC, LE55 THAN I80 DEGREES FROM THE BOTTOM TREAD N051NO SHALL BE GON5IDERED TO BE A HAZARDOUS LOCATION. EXGEPTION: THE GLAZING 15 PROTEGTED BY A GUARD GOMPLYING WITH 5EGTION R512 AND THE PLANE OF THE GLASS 15 MORE THAN 18 INGHE5 (457 MM) FROM THE GUARD. NOTE: IT 15 THE GONTRACTORS RESPONSIBILITY TO REVIEW ALL DRANIN05 BEFORE GON5TRUGTION BEGINS. DAN5G0 ENGINEERING, LLG 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY D15GREPANGY BETWEEN FIELD GONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRANINGS, GONTRAGTOR5BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, ING. PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION. ATTENTION: GHEMIGAL GHANGES IN PRESSURE TREATED WOODS AS OF DEGEMBER 315T, 2005, GHROMATED GOPPER ARSENATE (GCA-G) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLAGE GGA-G. MANY OF THE NEW PRESSURE TREATED WOODS USE GHEMIGAL5 THAT ARE CORRO51VE TO STEEL. IT IS THE GONTRAGTOR'5 RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE GONNEGTOR5 THAT RE515T GORRO510N. FOR EXAMPLE, AGQ-C, AGO-D, GBA-A, OR GA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM 80RATE (55X) DOES NOT. HORST GASE DES I C N PRESSURE TABLE 5LI LD ING DATA WIND SPEED 140 MPH (Vasd 108 MPH) WIND EXPOSURE -- 'C' (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.15 ENCLOSED BLDG) DE51GN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS (ASD PRESSURES) 140 MPH + 25.6 PSF / - 343 PSF (END) UNLESS NOTED ON FLOOR PLANS + 25.6 PSF / - 21.1 PSF ( INTERIOR) UNLESS NOTED ON FLOOR PLANS GARAGE DOORS (ASD PRESSURES) SINGLE 9xi + 22.3 PSF / - 25.3 PSF DOUBLE 16x-I + 21.4 PSF / - 23.5 PSF _ F II FI ac:;s,aac,lt o,a a rr na,�y asa;q:3:a,:n 1 uat fi;f 'tt Yf�i (F £ DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 i O O N Z Lu O �^ OCD Z � M O^ a�Ln LuL CerL I n z 00 F-H Z Lu Lu Lu J O V_ J U V) Lu Q Lu w O CL 0 r- W z Q Q O p F- Q 7n L W Q z N z O %0 U (y) 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 =i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WffHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2018 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.19.17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 It, co% C,s eta l r LU r W 0 all 0 wig! m Z= Q �= Z QN =N Lu wcv S10 W :D* >_* Z Q uw = ui IW SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 380842 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH S N LO O 1 N 1 N LO r- FILL CELL STD. 90' HOOK BOND BEAM I' I R,4FTER SPAN T,45LE MEMBER SIZE AND SPACING' MAXIMUM LENGTH MEMBER CONNECTIONS* 2' X 4' 6 16' O.C. 111-5' (2) 16d TOENAILS 2' X 6' 'e 16' O.G. 10'-8' (2) 16d TOENAILS 2' X 8' 6 16' O.G. 131-g' (3) 16d TOENAILS 2' X 10' ID 16' O.C. 161-5' (1) USP HTW20 OR (3) 16d TOENAILS 2' X 12' 6 16' O.C. 191-3' (1) U5P HTW20 OR (4) 16d TOENAILS 2' X 4' 6 24' O.G. 61-1' (2) 16d TOENAILS 2' X 6' 6 24' O.C. 8'-0 (2) 16d TOENAILS 2' X 8' 9 24' O.G. 111-0' (2) 16d TOENAILS 2' X 10' is 24' O.G. 131-0' (3) 16d TOENAILS 2' X 12' 1@ 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 P5F LOADING `I'2 x 4 MEMBER TO BE SYP*I NON -DENSE OR BETTER COMPONENT & CLADDING DESIGN PRESSURE (140mph (Vasd = 108mph), enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = Up to 30 feet, Occupancy Cat. II) TRIBUTARY AREA (ft2) ROOF WALL ZONE1 ZONE2 ZONES ZONE4 ZONE5 10 17.1 -26.6 17.1 -46.2 1 T 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) FBC, Residential volume 3. Plus and minus signs signify pressures acting toward and away fromthe building surfaces. 4. Table values have been multiplied by 0.6 to convert component and cladding pressures to ASD. I ROOF DIAPHRAGM NAILINO SCHEDULEUSP __ RIDGE LINE of - -_-1 - MUGT15 TYP, �GIRDERTRUSS Q + + + + + + + + + + + _ + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + 6"0" (TYP.) + + + + + + + + + + + + + ++ +++ + + + + + + + + + + + + F++ + + + + + + + + + + + + + + + + + + + + + + + + + + + O + + + + + + + + +++++ +++++ - CONT. # Q STD. 90 _. ]CL-------� 5 CONT. #5 HOOK - ------ -- -- -- BAR 2X TOP PLATE BAR - �_ _- =-==1� /��� 5/8"o -- #5 CONT, .................. THRU - �- - ����---� FROM BOLT OR OR 1 FOUNDATION GDX PLYWOOD - /16° OSB (FOR TO HIGHEST SHINGLE) 19/32" GDX - PLYHOOD OR OSB -- BOND BEAM (FOR TILE) BOND BEAM STEP 2 X 6 (MIN) B.U.0 IDOE LINE 140 MPH 3 SEGOND GUST EXPOSURE 'G' HIND ZONE 140 MPH 3 SECOND GUST EXP05URE 'G' WIND ZONE SCALE: N.T.S. USP- (FOR SHINGLE) (FOR SHINGLE) MUGT15 TYP. + + + R5R5-01 NAILS @ 6" O.G. 8 RSRS-OI NAILS @ 6" O.G. EDGES + + 4" O.G. @ GABLE END HALL OR GABLE TRUSS RSRS-OI NAILS @ 6" O.G. INTERMEDIATE -2nd FLOOR 0.115 INCH NOMINAL SHANK DIAMETER 0.115 INCH NOMINAL SHANK DIAMETER INTERIOR/EXT WALL SEE 2 515" INCH NAIL LENGTH 2 3/8" INCH NAIL LENGTH PLAN FOR MORE INFO (FOR TILE) (FOR TILE) CONT. BASE PLATE R5RS-OI NAILS @ 6" OG � 4" OG @ GABLE END R5R5-01 NAILS @ 6" OG EDGE5 8 BEARING COLUMN TYPICAL USP MUGT15 TO HTA 20-18 / HTA 20 HALL OR GABLE TPU55 RSR5-01 NAILS ® b" OG INTERMEDIATE 0.120 INCH NOMINAL SHANK DIAMETER (MIN.) 0.120 INGH NOMINAL SHANK DIAMETER (MIN.) PLYWOOD FLOOR SHEATHING PER PLAN SEE PLAN FOR REQOSk BUILT-UP COLUMN DETAIL INSTALLATION MID SPAN 3 INCH NAIL LENGTH 3 INCH NAIL LENGTH COLUMN AND CONNECTIONTJI TO BE CUT TO ALLOW - --- NOTE: FOR BLOCKING/TJI 1) RSRS-OI IS A RING SHANK ROOF SHEATHING NAIL MEETING THE SPECIFIGATIONS IN A5TM F166� 2) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND HIND SPEED. MASONRY WALL OR NOTE: LOCATION OF 3) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER. �'0 1 UPLIFT VALUE 4) SGHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUOLAS FIR OR BETTER. INTERIOR BRG, WALL :::1.1 SECOND RT16A IS BASED ON IF ROOF FRAMING GON51STS OF A LESSER GRADE OF LUMBER, GONTRAGTOR MUST GONTAGT DAN5GO ENGINEERING, TJI PER PLAN LLC, FOR ALTERNATE FOR NAILING PATTERN. 50t.ID S.P.F. BLOCKOTHERWISE TO ATGH �4# OF 2nld FLOORNG olid block all posts from STUDS above to bearing below. USP RT16A USING SECTION @ I NT. BRIG. WALL p 17-8d x1 1/2" NAILS DOUBLE JOIST CONSTRUCTION UPLIFT = 1160# CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTOR GRAVITY(100%) UPLIFT(LBS) LATERAL, FZ(LBS) FASTENERS CONNECTOR GRAVITY(100%) UPUFT(LBS) LATERAL, I F2(1BS) FASTENERS SYP SPF SYP SPF SYP SPF SYP I SPF MASONRY/CONCRETE APPLICATIONS MASONRY/CONCRETE APPLICATIONS HTA16 - - 1870 1608 710 (611) 9-10d x 11/2" HETA16 - - 1810 - 795 9-10d x 11/2" HTA20 - - 1870 1608 710 (611) 9-10d x 11/2" HETA20 - - 1810 - 795 9-10d x 11/2" RT16M - - 1395 1395 480 9-10d x 11/2" & (4) 1/4" x 13/4" TAPCON HM9KT - - 805 805 200 (4) SDS V4" x 11/2" & (5) 1/4" x 2 1/4" TITEN 2 HTT16 - - 3500* 3104* - 18-10d & (1) 5/8" 0 A.B. W/ 12 1/2" EMBED. HTT4 - - 3500* 3105* _ 18-10d x 11/2" & (1) 5/8" 0 A.B. W/ 12 1/2" EMBED. HTT45 - - 3500* 3500* _ 18-10d & (1) 5/8" 0 A.B. W/ 12 1/2" EMBED. HTT5 - - 3500* 3500* 11 _ 26-10d x 11/2" & (1) 5/8" 0 A.B. W/ 12 1/2" EMBED. LUGT2 - - 1550 1550 475(400) 16-10d& (5) 1/4" / 4"x3"POWERS WEDGE BOLTS LGT2 - - 2150 1850 - 16-16d SINKERS & 7 1/4x21/4" () TITEN 2 LUGT3 - - 3525 3240 - (12) 1/4" x 21/2" WOOD SCREWS &(4) 3/8"xS" POWERS WEDGE BOLTS LGT3 - - 3285 2365 - (12) SDS 1/4" x 3" & (4) 3/8" x 5" TITEN HD LTS 19-TZ - - 1205* 1036* _ 8-lod & (1) 3/4" 0 A.B. W/ 6" EMBED. LTT19 - - 1310* 1125* _ 8-10d x 1 V2" & (1) 3/4" 0 A.B. W/ 6" EMBED. LTTI31 - - 2100* 2100* _ 18-10d x 11/2" & (1) 5/8" 0 A.B. W/ 7 1/2" EMBED. _TTI31 - - 1350* 1160* _ 18-10d x 11/2" & (1) 5/8" 0 A.B. W/ 5" EMBED. MUGT15 - - 2556** 2556** _ 22-10d & (1) 5/8" 0 A.B. W/ 12" EMBED. MGT - - 2556** 2556** _ 22-10d & (1) 5/8" 0 A.B. W/ 12" EMBED. RFUS - - 5500 4730 _ (12) 1/4" x 3" WOOD SCREWS & (4) 3/4" x 6" POWERS WEDGE BOLTS+ FGTR - - 5000 3600 (18) SDS 1/4" x 3" & (2) 1/2" x 5" TITEN HD FRAME APPLICATIONS FRAME APPLICATIONS RT7 - - 585 495 195 (160) 10-8d x 11/2" H2.5A - - 575 1 495 1 110 10-8d x 11/2" RT16A - - 1380 1160 645 (545) 9-10d x 11/2" &8-10d H10A - - 1340 1015 285 18-10d x 11/2" RT16-2 - - 1160 975 415 (345) 16-8d x 11/2" H10A-2 - - 1245 1070 260 (225) 18-10d x 11/2" SPT22 - - 685 589 260(223) 8-10d SP1 - - 585 535 - 10-10d SPT24 - - 1030 885 260(223) 12-10d SP2 - - 1065 605 - 12-10d SPT4 - - 945 812 - 6-10d x 1 2" SP4 - - 440 380 - 6-10d x 11 2" SPTH4 - - 1730 1487 - 12-10d x 11/2" SPH4 - - 1240 1065 - 10-10d x 11/2" MUGT15+ PHD4A - 4175*** 3590*** - 22-10d & (1) 5/8" 0 BOLT 10 4" x 3" WOOD SCREWS ( ) l/ MGT+ HDU4-SDS2.5 - 3965*** 3285*** 525 22-10d & (1) 5/8" 0 BOLT (10) sos 1/4" x z 1/2' LUGT2 - - 2260 1900 505(425) 32-10d LGT2 - - 2050 1785 170 30-16d SINKERS HTW20 - - 1530 1285 - 20-10d HTS20 - - 1450 1245 - 20-10d LSTA18 - - 1235 1110 - 14-10d LSTA18 - - 1235 1110 - 14-10d LSTA24 - - 1235 1235 - 16-10d LSTA24 - - 1235 1235 - 18-10d LSTA30 - - 1640 1640 - 22-10d LSTA30 - - 1640 1640 - 22-10d LSTA36 - - 1640 1640 - 22-10d LSTA36 - - 1640 1640 - 24-10d HUNG APPLICATIONS HUNG APPLICATIONS MSH29 2980 2190 785 615 - 10-10d & 4-10d THA29 2260 1740 560 480 - 8-10d & 4-10d HUS26 2760 2373 1925 1655 - 20-16d HUS26 2720 2330 155D 1335 - 20-16d THD26-2 2770 2382 2340 2012 - 18-16d & 12-10d HHUS26-2 2785 2390 1550 1335 - 20-16d THDH26-2 4375 3785 2340 1715 - 28-16d - HGU526 2 4355 3750 2155 1855 - 28-16d THD26-2 2770 2382 2340 2012 - 18-16d & 10-10d HTU26-2 2940 2530 2175 1870 - 20-16d & 20-10d HD28 1230 1057 780 670 - 8-16d & 4-10d x 11/2" HU28 895 770 610 525 - 6-16d & 4-10d x 11/2" HUS28 4170 1 3586 1 2570 2210 - 30-16d HUS28 3965 1 2905 2000 1 1720 - 30-16d THD28-2 4310 3706 2595 2231 - 28-16d & 16-10d HHUS28-2 4210 3615 2000 1720 - 30-16d HD210-2 2155 1853 1170 1006 - 14-16d & 6-10d HU210-2 2085 1795 1135 980 - 14-16d & 6-10d THDH210-2 9010 7205 4370 2620 - 58-16d HGUS210-2 9100 7495 4095 3525 - 62-16d KLEG3 W/TOP FLANGE 12200 - 3845 - - (2) 3/4" 0A307THRU BOLTS INTO GIRDER & (4) 3/4" 0 A307THRU BOLTS INTO MASONRY LEG3PC 11865 - 3845 - - (2) 3/4" 0 A307THRU BOLTS INTO GIRDER & (4) 3/4" 0 A307THRU BOLTS INTO MASONRY THDH414 2520 - 1960 - - 16-16d & (18) 3/16" x 13/4" POWERS TAPPER+ HU414 5085 - 2015 - - 12-10d & (24) 1/4" x 23/4" TITEN 2 CAPACITY FOR CONCRETE APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 8" EDGE DISTANCE ON CONCRETE& SET IN SIMPSON SET-XP EPDXY * CAPACITY FOR MASONRY APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 2 3/4" EDGE AND 20" END DISTANCE INTO TOP OF FULLY GROUTED CMU WALL & SET IN SIMPSON SEFAP EPDXY *** CONNECTION MOUNTED VERTICALLY O INDICATES VALUES FOR SPRUCE PINE FIR (SPF) NOTE: DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x - lumber N.T.S. (Not required if both loaded equally from above) ° Filler blocking ° 1/8" min. 2" min. ' + -) max. ) Small gap 411 max. 1/8" gap Clinch nails -7 when possible 1) Support back of web during nailing to prevent damage to 77 web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2"min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. NTRA T R TO PROVIDE 2 TO FILL THE HEIGHT ' t 12" lin h I wh n sibl St r r w fr m site Web Stiffener Fastener Schedule Joist �Bearin Location �. Series De 1�th End Intermediate BCI5000s 9-1/2" 2-8d 2_8d____ 11-7/8" 2-8d 3-3d 14" 2-8d ^tea-8d Y BC16000s� BCI 6500s@ 9-1/2" 11-7/8" 2-8d 2-8d _ 2-8d�V 3-8d_ 14" 2-8d _ _ 16" 2-8d _-5-8d 6-8d BCI 60so 11-7/8" 2-8d -_--3-8d 14'_ 16"- 2_8d _ _ 5•_8d_-,_ BCI 90se 11-7/ 411 5-1 d 1(d - 16"-•--- i5 -v TYPICAL HUS INSTALLATION TYPICAL RT16A INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR c SIZE AND QUANTITY O OF FASTENERS O 6 6660 6 6 6 6 6 6 d 6 O O d d d 6 d d 6 2x_. CO C O x a o.c., c c e a pos e. agge o s o oppo - Hangers with side nailing. d 6 6 6 OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER d d top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. ° Under 2nd floor column w/ loads ° N.T.S. higher than 15001b. m ° 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" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer -/^ Plumbing -� -- - Load bearing walls when load bearing - for lateral support when joists Vertical load transfer =1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wall or , " TABLE R"905,1A Load bearing wall must stack beam below ) 11i0ERLAYMEaRT TABLE *Non stacking walls over squash=20 blocks and -Load be wall must stack over , blocking and wall or beam below.` require additional wall or beam below. Joist >�__......_.__.__...._._.._. ...___.___ ._..._-...._.. ......._. ..__....__._..._�. ..___.._ �.....-._._.. ......._ _.__.... ...-.... ..__..._ CC Roof S opo 412 and consideration. Check '= Root Slope 2.12 and Uttd' rlayrnen i . U ertayment When joists meet over wall, provide Roof Covering Section Greater local building I -Joist can be offset Loss Than 4A2 Uodedayment== At chment code for appropriate 1/16" 13/4" minimum bearing for each. L�iyot _ upto 3" to avoid ..._........-_---_.-......-__--,_...._...._..__..__..._.. _.__ _... _W_....W_._...._.._.,..-. details In One 10d box - - I areas=20 of high or=20 sinker vertical plumbing \ `�c , f yF z� €l S°�M kli Tv I' 1 lateral load. 3" mc3X . A ti �t I�± i At i e v � I ?• nail each side i Asphalt shingles R206. as S THIM, DD 7 5 7 ` SPM 6 5 JOISTS OFFSET at bearing. _. _..". _. AST f � 9 �T€ j � 1 N.T.S. . ,. .. ........... ... Conn t and Nay T'do Sectkw, R9015.0 Provide adequate bearing R9015 Use 10dx3 Halls at 6 o.c. for all joist -,.<........-.... , . w, ..... . _ for each lapped joist. blocking panel *Non -stacking walls A STNI D226 Wx- > z 11 � 10d nails require additional consideration.STM f Type i Squash block et i roof shier log A Ti,. �I i .�I Ill { (2x4 minimum) SECTION @ INT. BRG. WALL 9 " < i = Eye=',.�F�1 t' u. , ........................ _,.,...w.....,.._ _ _...,...�..., _......w.._........... .... ..�._........,... _ N.T.S. z_._ . _.. __... ____.W_....._. Bearing wall, Versa -Lam LVL or AS l A I, I 2i Type Glulam Beam ® ��-����� ilr1�?r '« f a s s fi w 1 3 z D J'? I've 1'>I (EXCEPT f a r i r> f :' _ N HOLES - rootirt2T? T: I1 O MINIMUM SPACING = 2x GREATEST Backer block 12" wide min. :'.,, j, I KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE Nail with 10-10d nails. R 0 ,5 AES M019 0 g3 z`;,.Ti I D 1 . u D IN BEARING ZONES Install tight to to flange. € ....... _...................... _...... s. {KNOCKOUT EXEMPTS) a g R (see table below) D State audit AN �l ID r Type -I / T , .a .0 ty I'' (see table below) € AS371,; 69TV3X� i m, IV 1 shingles i AS6 a1== ' DO NOT cut, notch Joist hanger s�1 I A I f Dt or drill flanges j p Wood shingles t A i t I D 2l 1­,,vpe i or fl i 16 T, \� R905 A�yT tll a 4�<f„ �, i r; t a -Type t. • •� i �" > , ... �. , �,jrL� . t. *? €..F , € g A.w`..T3r......�'.....a. I� �.. a�==• t A 1%2' ROUND HOLE MAY DO NOT CUT HOLES \ ` € i €r is 'Fit„r 6" 6' 6" Filler block. a6 se BE CUT ANYWHERE IN CANTILEVER 1 ° _- \ �� .*R3 #t�3i:en'@w. � s•I "R t. kF 3. +C .i 'Type £ LARGER 1/ Nail with R905<8 � r £l ASTI ,114,86 I r € r e" THE WEB. PROVIDE AT ROUND IN 10-10d nails. LEAST 3" OF CLEARANCE CANTILEVERS. 1, ......... ,. FROM OTHER HOLES Backer block required where top ; it 1 mount hanger load exceeds 250 lbs. r 1 6 ', t z r i S MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" Install tight to top flange. dotal ref jsaanef A € � .)4< 69 y,p a. III o ; _ ; _ � �, _;, _-, � ; ,: g�I�, r = 2 1 : ...,., ...... .. .. �::: r4 T q f€ .'�..r.... .. .... ... .. ...' ....... ........ ........... .... ... .. ...» .... ....... ...... .: ...... .'.: -- ?-="c`>`�I.e. L a �3�� a. ;ei-. i '.F ....,k¢.., ai 3 -_ 2e' a 2" .. 9 3' T. ' . ' , T. '" " '. a. a... - ' .e ', x _ ...... „ .. ... ............................................................................................--...,,..,......,,................ � 'I -O 1-1 1 �' 1-2'' 1-� 1-3 1-7° � -'I � 2'-4 2-'� 3_2' 3 -Z' 1/4"-2 gap-- .._..._..._...._...__..._... ..___..,.......�...�...: _..... _..�.. ..-.._.. �.,. _..�„ . ...�....._._. Any i& josst..... 12 V-9' 'I'-1°` T Z' T.2^ I'3 1' a -�' �`-Il,a �-7a 4a_2. 4,�s 9-4"� � "£. I A i.a L. am a I I€.:€t 3r , ` 1 3 ;;;p D4, €yp IV art 1, a 1`_T' f, �,_. .V-2" 1<_T'K 21 �_'` 3'-Z' 3-10" '-9' S-T' 6 4 7'-Z' Photovoltaic Shingles, I FIi I AST a:l [)6 20 1 1 -9. 1-1a 1„ f' �' 2°i=. 3C ` 1 49° 1 4-10`-11'"-11,a 7` 11r9 S'- I1" Backer Block 24 1°�,. 1`-1a. '1, .2=" ..1,_3.,x .2' �" 3'-7" 4._D,a 6'-+iitt�'=" 7"-,�' i'-�` R'- 10'-0" �� r� �, �Irr � 1 ���TT i"€1rF i „Top Mount., "Face Mount" H ........_.. .__,, �,_ _»,, ,-, ,",.... __..," _ .. ._., ........... ..... " ._.. .."" m..,.. �o� t NOTES: Backer block shall be tight Backer block shall be tight Um on, 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with i€r ,,> _ ;z as " vtl,.11111W €0 12, I, .:.; £s -j: €> t a ,€::<,,, ..N'. _. " . r W„A . ...F :;, c :s € 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 _> > •� >" €' ,r = x »s. �r . apt £ > 3 €_• h€_»:_ ( ) (DEAD) flange. e. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS eb stiffner as.a 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 € €c,ftr ;>€ u. E, < ,. , F ,w€ , x ""I "_ -„_ M. €€ ,>.,KaF .s t zew 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 € fr<..: a .n.n ;an _ , ,, ,rI ..r., ,€ , ..: C� � R,ae z , €< �s :. s ,V$M€ , �M,.. •. r ,. ;h,,, >„ , mm 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height €.a. = r>- €::, r 2 ,• » . � "u' _ _- r _: ar, , ntf am, . a� = t.. � s >. »:rx mpw =s, Cap "0 �.amk she,, f =hs � sw5 r., :€ MEMBER CONDITIONS. requirements.=u<. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF N>0 s m » € € =ram;: ear. Jz, = a=b§ aN '; ;\r .s.>; , THE LARGEST HOLE. -0.6 X Joist ..> , ...',apt :a c " , a.. r. rt �M ,_ , kf,. _..,..hr i �I nit r if , €,a � fz_r h a isr. ,=1 f s=:^r.•tt ; admr ,€�M» 3 „ 0 depth S € xa�n� 1:..e>i k Hf; z.? .srx ti"aa \i _ San urF FY ':" ri it":. `ra z3=..?z�r x£T.. t` [:.<3'w TI.:clt'1 -.I. 7. 1/ ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. ' t st .g. "S it.£r: S\ a.:.�., "e. e ..:_.: tit '. �E - r 1 ,. f.. t tat s\ r ;. € m £r;Hw fit. 1 4ar A 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1/ KNOCKOUT HOLES TURNED WITHER .. _, ,>;:. , :, UP OR DOWN. m, ,>,h ..x= ...,, .3~ ?. ��•' a a+,ii.k ,8y, ti. y;..,>at, C;=?-.a .�:.4 ..a€. ,..-:�`:A gip.. :?�.. 5 .yrr,. �§x;F: � - �. S->a t,. _ .���..- t... €� t� 3• .�.:,-..x. a.a...;�A; K:la v < Lz.:..,: .-. -.: 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS - - _ r,.,S <-wai. ,.tea c. p > . £ aF=d= s ", a € .- „.a: z as a.., t.at :', w ..... m , at r._:,, PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE s ..:a s, umM w ;>:.1, k 8,xl gpu,=,=. , T. , . _" v voolvw. a - •.>_:. ,. y.>. _w, aa,p =. ,w POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. _ 4' t'£ h ' ' L' v= _ r � €. JOISTS BUCKET. » €.. „ `_. HOLE CUTTING CHART N.T.S. tzar^.fir t �r € z r , ,€ €,. 4 t r, •z, §x .. .t .a >? ., w, c:....£, t x : s£,.. ".. ,,..u, 't* 3..,:., a,w£s:Twi:, "m Lys wrv,mw r s..; 0'pmm sn r1?m,, m7 ,d rR �mg An :ag, w 'd __. N.T.S. wsr•: t,,.,., h.e>. .\,3't ::,5>... �'lia ".r .....:�;:.. a.. 3. ...u8:x ,_ �,.;£J ,� G3, �•.3:>c ?air v;�..:i T. _�.,.va rl''r .T->t1i;?-R9,.,::."', t3 , ;'r^:a:,..:;�cZ _ .,u.,. F Sµ: r d A"+3 YY9tYbCb AG¢AdA•tamko9a»At£0 F ; DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 O 0 N Z W O� � n Z 00 � M d Q�Ln aWL,^ z 0. U 000 Q Z w � W Z 0 o �o a- U ID_ � LU Q LJJ 2 W CL L O -� Q 11 I W Z 0 Q 0 01 ~ Q z W Q z N Z 0 110 CL to I 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=+�.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. ©2018 LEN NAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2018 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.19.17 1.00 6TH ED, (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 ��SYa85R� n6 R'w Sofia Cal .e Oj CQ s < rr) 2 .G �� °e 6✓y 3' �. 0 cet LU LU Z N UJ W } H Q N 2 N NJ wM _10 W Z Qw =w W LJ SH EET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 380842 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH S N1 -- T I I I J It Ill I I I I I I I Ed I I I r INSULATION REQUIREMENTS LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 4GC 4 PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT PACED EXT FRAME 2 x �o R-15 KRAFT FACED R-30 BLOWN- IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING CONDITIONED CEILING 5/6"oR 1/2' HIGH STRENGTH (UND.) W/ 2-16d TOE NAILS s EACH END (INSTALL BAFFELS AT SAVE) (OR Va' GYP. TYPE 'X' 0 GARAGE GARAGE SEPARATION W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT (GARAGE / LIVING) R-11/R-13 KRAFT FACED TRUSS CTIONSDPROVID E((11)BUSPWITH WTW20 WHEN I/2'OR 5/8' HIGH STRENGTH BOARD ALIREFER TO UNDERLAYMENT TABLE ON SHEET SNI FOR S,PF. DOUBLE (UND.) (OR 5/8' GYP. TYPE 'X' g TRUSS BOTTOM CHORD OR 2x4 UNDERLAYMENT REQUIREMENTS 8'x8'x16' NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-16d TOE NAILS 3/8' MORTAR BETWEEN COURSES USP 5PT24 2'x S.P.F. (OR EQUAL) STUDS a 16' O.C. UXO. ABOVE) °EACH END 12 PRE ENGINEERED WOOD TRUSS '� 24' O.G. U.N.O. HURRICANE ANCHOR e EACH TRUSS II CONNECTOR S.P.F, DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT I II a II USP SPT24 CONNECTOR CONNECTIONS, PROVIDE (1) USP HTW20 WHEN (TYP.) VARIES (SEE UPLIFT SCHED.) W/ METAL PL. II II II II 1/2' CDX PLYWOOD OR 1/16' 0.5.5. (1) ROW 2x BLOCKING tv MID HGT, FOR WALL L_=_______JI __JL_= — __JL_________JL TRUSS ALIGNED WITH STUD BELOW UNDER EA. TRUSS r- ��------ r---------------�r---------ter--- SHEATHING REQ'D. FOR ALL HGT. < 8'-6'. (2) ROWS 2x BLOCKING 's 3rd I/2" GYP. W.B. MIN. 6 GARAGE SIDE I II II II II II OIStURE BARRIER i ii ii ii ii ii EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT.) 8'-6'. IF APPLICABLE , INSULATI B II a II II II INDICATED ON THE PLAN. ATTACH 2 x S,P.F. (OR EQUAL) STUDS 9 16 O.G. U.N.O. ROOF COVERING L____JL__--__ ----------JL_________JL_____-__ SEE THIS SHT FOR INSULATION CHART (1) ROW 2x BLOCKING 9 MID HGT. FOR 1/16' O.S.B. MIN. (FOR SHINGLE) OR 19/32' 055 r----------'�-----�r---------77--------- ------ SHEATHING W/ 8d COMMON NAILS 9 II n II II WALL HGT, < 8 -6 , (2) ROWS 2x BLOCKING SEE THIS SHT FOR INSULATION CHART (FOR TILE) SEE ROOF NAILING SCHEDULE ON II II II 3/8' MORTAR BETWEEN 4' O.C. 9 BOUNDARIES, 6' O.C. sl tv 3rd PTS FOR WALL HGT. > 8'-6'. SHT. SNl 8 x4 x16 NOMINAL II II II g USP SPT22 CONNECTOR II II II II SLAB 4 BLOCK EDGES, AND 12 Q.G. g FIELD 5/8 4 x 10 J BOLT a 24 O.C. W/ ELEV. VARIES BLOCK WITH 3/8 L ___ _ ___JL______-- ____ __ --___ 2'� x 3/16' PLATE WASHER (TYP.) ---- ,�_--------,�----- ----- USA SPt2. CONNECTOR MORTAR BETWEEN a II II = II E,00 x 10' V BOLT COURSES GUT TO I II n II n II 2x P.T.BOTTOM PLATE 5/8' OR 1/2' HIGH u u - II 24' O.C. W/ 2'�x3/16' 2x P.T. BOTTOM PLATE 2" 6 x 6 WL4 x W1.4 WWF OR FIBERMESH 11 STRENGTH CEILING ALUMINUM SLOPE. II n II m _ II ELEV. 0'-0' 6 x 6 W1,4 x W1.4 3 1/2' MIN. DRIP EDGE L____ L______ L_______—_JL______ __JL____ _—JL PLATE WASHER ITYP.) -- - BOARD PER CODE (OR II II n ° a 4 AF.F. WWF OR F15ERMESH�p - T 5/8' GYP. TYPE 'X' ALUMINUM FASCIA ELEV. -0 -4 1/2 L- ---_JL_---- __JL Z 3 I/2 MIN. _ ° GARAGE W/A HABITABLE 12' O. 2x SUB FASCIA AFC. a a ° ° °.° a ° a ELEV. -0'-3 1/2'—---p-- - - --p— - - p = z -� - - - - T - o D °p ° p °� 3 1/2'(min.) TO 4" ROOM ABOVE) 2' VENTILATED ° d °a AFF. O - - e > °> ` „ \ \ ° • . /\ \/ W/DRYWALL SCREWS a 1' SOFFIT ° ° 2x4 CONt.a ° - - - p — . ° \ \ 3 1/2"(mir;.)- 4° ! _ 3 1/2 (mir1 /) O.G. CEILING # 8 O.G. .. ° g.° ° . a: a °. d 61 3 1/2'(min.) - 4" ° • \ 6 MIL VAPOR \ \\ �\\/�\// BARRIER POR WALLS 8 x8 XI6 KNOCK -OUT ° CxARACzE DEPTH VARIES \ (2) "S CONT. \ / SEE THIS SHT FO a I I Lv %//�/� 4 1 -4 8 BLOCK W/ 1�5 CONT. \ \\ \ BARRIER FILLED SOLID INSULATION CHART WIC tr �. (2) *a CONT. / / \\� / U.N.O. MIN. Ix2 P.T. HORIZONTA 8" C.M.U. TYPICAL 4" 1'-4" 8„ 4L TE RN,4TE T*I'i� I C,4L SE,4R INCH NAILER TYPE 'S' MORTAR U.N.O. MIN. STD. 90°HOOK (SEE DETAIL) T"i"FIC,4L. 5E,4RINC-s WALL. '� STEP C,� W,4L.L_ 'a STEP W10 5HEr4R W,4L.L. CC ARCHITECTURAL C�,4R,4C�E SL.,48 ,4T STEi= � SCALE: 3/4"=1'-0" SCALE: 3/4'=1'-0' SEE THIS SHT FORFINISH SCALE: 3/4'=1'-0'J3 S3 INSULATION CHART S3 lx2 PT WD FURRING m 24' O.C. I/2' GYPSUM WALLBOARD UND. � (l) 05 VERT. IN FILL 2x S.PF. SCUDS g 16 O.G. �a�•- CELLS (SEE 2x STUD 1/2' OR 1/1V OSB MIN. PLYWOOD SHEATHING FOUNDATION PLAN LOAD BEARING O I I NAILED W/ Sd COMMON NAILS 9 4'O/C Ix4 P.T. BASE NAILER FOR LOCATIONS) EXTERIOR WALL 8' C.M.U. BOUNDARIES, V O/C EDGES, AND 12' O/C FIELD. 3 1/4' BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING g SEAMS.`" MIN. 2500 PSI GONG. SLAB FOR INSPECTION I I 1'x P.T. SCUD ll) ROW 2x BLOCKING MID "' PORT At EACH � (2) ROWS OF 2x BLOCKING g 2x SCUDS a 16' O/C MIN PSI MAY VARY PER `� /' HGT. FOR WALL HGT. <_ 8'-V. MUNICIPALITY. FILLED CELL SEE CC/S3 OR "5 VERt, IN FILLED CELL THIRD POINTS NOTE: E THIS SHT FOR INSULATION CHART "�'E' (2) ROWS 2x BLOCKING a 3rd TYPICAL S/S3 FOR ANCHOR>40 SEE SECTION C/53 FOR 5/8'x6' V BOLTS PTS FOR WALL HST, > 8'-V. CONCRETE SLAB W/ 6X6 � —NOTE.-EXTEND BOLT INFO. BOLT m 24' O.C. VERT, SEE THIS SHT FOR INSULATION GHARt 1/8' STUCCO FINISH PER ASTM C. 926 APPLY ADDITIONAL INFORMATION W1.4XW1.4 WWF OR 'FIBEf�1"fESH' 0 DECO FINISH 4' to OR 5/S' x 6' EPDXY 3 LAYERS W/ TOTAL THICKNESS 1/8' OVER 1/2' SYP. WB (MIN.) 0 GARAGE 6' BELOW GRADE BOLL METAL LATH, FIRST 2 LAYERS 3/8' THICK CONTINUOUS TO FOOTER BELOW 50°1-}DOK DETAIL SIDE IF APPLICABLE. I USP 5PT22 CONNECTOR •USP SPT22 TYP. 500 x 10' V BOLT a 24' O/C W/ 2'OX EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN 6 <0, BLOCK , � - '- 5/8 � EXPANSION BOLT g24 'O.C, 2x P.T. PLATE 3/16' PLATE WASHER TYPICAL SECTION 4A SHEET SN FOR ADDITIONAL INFO.) 2x P.T.PLATE _ W/ 1' EMBEDMENT (MIN. SHEAR -USP SPT22 g EA, STUD _� 35000 MIN. TENSION 2600) N / / ° 4 p I ASSUMED FINISHED MIN. 2500 PSI CONCRETE �_-. 2? MIN, l_�,P -_ SPACE ANCHOR BOLTS « w 2X P.T. PLATE «5 REINFORCING GRADE SLAB W/ 6 x 6 6' MAX FROM END OF 6 x 6 W1.4 x W1.4 = 6 MIL VAPOR // p ��' �° z W1.4 x WI.4 WEEP SCREED INStALLEp PER M BAR p 2' x PLATE WWF OR FIBERMESH N / b j - - - - - - - z WWF OR IBERMESH MANUF. 4 FRG SECTION R103.12.1 #3 4 #� LAP INGING BAR - - U ° ° D - m , BARRIER / : p • 4 �\ N MONO OR STEMWALL —° _^ - - - - - - - - - - - - COMP. SOIL. (COMPACTED \ - FOOLING MONO SHOWN p p D o_ �_ o p \ FOR CLARITY ° ° ? y - � m p TO 95% MODIFIED // / /\/ p °D ° > FINISH GRADES F 2 ' MIN. LAP PROCTOR ASTM D1551) �\ ,�\ p ° _ _ z m / p- - - NOTE: /// /// ///\ � // . p __ — c!J � \,\\\ \ p • • \ \ \\/ 3° MIN. CLR STD. 90°HOOK •FOR BEARING WALL g \j��j��j\� 6 MIL VAPOR BARRIER / D e. ° \� \\ -05 REINFORCING BAR R 1 1/8' l2) "5 REBAR CONT. ON (SEE DETAIL) W/ UPLIFT ONLY / p//� 3 CHAIRS TYP. UND. 4 I -4 \ / // \/ - *� LAP SPLICE (2) 05 CONT, \ /�\ \\/ /\\ 6 MIL VAPOR /\ COMP. SOIL. (COMPACTED T • ° \\ `\ ----__ -- 36' MAN=LAP__--__-- O 3' CHAIRS S' I -4° a - SCALE: TYPICAL WALL SECTION ,4 \ �� � 95% MODIFIED PROCTOR ASTM ���������� � 101 SCALE. 3/4" = 1'-0' S3 FRAME WALL TO C.M.U. WALL CONNECTION D D155v N6 REINFORCING BAR *5 STD. 5O°NOOK SEE TYP. WALL SECTION FOR SCALE: 3/4'=1'-0' S3 4" i'-4° #� LAP SPLICE _ T1'PIG4L INTERIOR ADDITIONAL SLAB INFORMATION. T�-FIC,4L. EXTERIOR PR,41IE UJ,4L.L. FOOTING E REE3,4R DET,4ILS E BE�4RINC WALL W/ UPLIFT NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT -----------.----- ------ 13" BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-O' S3 SCALE: N.T.S. S3 SCALE: 3/4'=1'-0' ADDITIONAL SLAB INFORMATION. S3 PAYERS O.H.D. RECESS I z 6e 6x6W1.4xW1.4 <: • �—...°. °� ° � WWF OR FIBERMESH —,II=III=III=III ° �° III III—r&�MIL GRADE 4VAPOR \ \ \ \ BARRIER III=111I °. a a.. III=1 I_i III ; 4: III=1 6 MIL VAPOR BARRIER SEE A/53 OR J/S6 II II III III III 1= MIN. 8 FOR REINF. INFO. 3' MIN. CLEARANCE 1/2' GYP. BD. 1'-4" (1 STY) I'-V (2 5TY) (U ROW 2x BLOCKING g MID HGT. �'P I C,4L Ti-I I CK N D SL.,4 DC L HOLD GYP. BD. FOR WALL HGT. _ 8'-V, (2) ROWS P.T. 2x 2 1/2' FROM SLAB SCALE: 3/4'=1'-O" S3 C,4R,4CE DOOis SL,4B RECESS J j 2x BLOCKING 9 3rd PTS FOR 1 _ CONT. BEAD SEALANT WALL HGT. > 8'-6' -m -1 ( ,-,---2X STUD$ ® 24"O.C. UN.O. SEE TYP. WALL SECTION FOR SCALE: N.T.S. (jj BLOCK WALL BEYOND INTERIOR � ���'��� ADDITIONAL INFORMATION 1/2' GYP. WB (MIN,) m GARAGE SIDE -3 1/2' 13 MASONRY WALL AND MASONRY WALL AND ARIE IF APPLICABLE. " PAD FOOLING PAD FOOLING O.HD, RECESS I V2 G Y1*SUM WALLBOARD UN.O. RECESS FOR S.G.D. 6 x 6 W1.4 x WI,4 tr 1/4' DIA. X 3 I/4' tAPCONS 6 24' .; EXPANSION JOINT �� EXTEND FILL CELLS. SEE PLAN WWF OR FIBERMESH 2x P.T. PLATE CONCRETE NAILS W/ 1 1/4' W/ DRYWALL SCREWS* 8 O•C• V MASONRY WALL t0 FOUNDATION PAD O/C 4 '� 6' MAX FROM END OF 2 x � � E (2) 05 GONT, ON 3' PLATE N � ,1 „ .ems a ``� EMBEDMENT g 12' O.C. STAGGERED, z ' ---SEE THIS SHEET FOR INSULATION CHART MAT REINFORCING. � - - T ` CHAIRS (TYP.) 6 x 6 W1.4 x W1.4 n, ° FROM BOTTOM PLATE TO CONCRETE (MIN. 6 MIL VAPOR = `r . a/ ; a `" SHEAR I800 MIN. TENSION 1200) 2' -CONT. BEAD SEALANT CONT. FOOTING STEEL WWF OR F15ERMESH / BARRIER \/\\ \ co CONCRETE SLAB ��' 6 x 6 WIA x WIAGRADrm ------ --° ----- // 411\ bx(o FIBERMESH N \/\\/\\/ 6 MIL VAPOR / / e - / a BARRIER // / // / �/ • . / lu 6 MIL VAPOR \ \ \ \ - d�� — — — — 0 Lu Cn L" �' \ \\ \ \ \ n, C(, d \ \ \ p ° • \ / / / BARRIER ;- = \ \ \ - o W o // // //\ z Lu \� 6 MIL VAPOR SEE A/S3 OR // //. m 6 MIL VAPOR \ \ \ ; \�`': " u m \\ \ % i i BARRIER J/S6 FOR REINF, 3' MIN. CLEARANCE BARRIER \ \ / / / / / / u SEE A/S3 FOR p " " //i // // \\. \ /� /� /� / / REINF. INFO. 4 I -4 8 INFO. \��\� BEYOND OPTION #1 S I -4 S II 411 (1 STY) PAD REINFORCEMENT /� 3 MIN. I -8 (2 5TY) " (SEE SCHEDULE) ' SEE TYP. WALL SECTION FOR 4 4 FOOTING WIDTH CLEARANCE ADDITIONAL SLAB INFORMATION. TYPICAL INTERIOR BEARING SEE SCHEDULE SL,45 STEP s RECESS e S.G.D- 1„I WALL W/OUT UPLIFT �� G,4R GE DOOR SL,4B RECESS J INTERIOR W,4LL SL-,45 STEP N BRCS. KP,4TI0 COLUMN FTG. DET,4IL N SCALE: 3/4'=1'-0' SEE TY10. WLL SECTION S3 5EE TYP. WALL 5EGTION FOR SCALE: 3/4"=1'-0' S3 ADDIT ONAL INFORMATION. SCALE: N.T.S. CJ3 SLAB INFORMATIONSE TYP. WALL ,tION FOR ADDITIONAL SCALE: 3/4'=1'-0' SEE TYP. WALL SECTION FOR SCALE: N.T.S. CJ3 ADDITIONAL 5LAB INFORMATION. ADDITIONAL INFORMATION. �ngn��d�fi`a "d "Ld6D u�#apa: DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 If. 813.645.9698 www.danscoengineedng.com CA 25948 o 0 N z o� 0 z30 p � � Q�rn Ln f ZH d n M Q <o �- W z cn zLij w J 0 o U w Q 3 W � uj O Q 0 Lu J Q z 12 Q n ~ Q z w V) Q Z Z C1V v~j O U� M cn 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 =±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER TH E DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2018 LENNARCORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRBTEN CONSENT FROM LEN NAR CORPORATION. ©2018 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.19.17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 r. '" v= C-) , F�` 16 a® 0 N CLI� LLI col m Lu Z W 3 N QLO �N W LU 10 W J * Z Q LJ T Lu LU L _I SHEET TITLE: SECTIONS, DETAILS, & NOTES (MONO) SHEET INFORMATION: JOB NO.: 380842 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH S3 D V SIB■I�Yt�I■�I■R■II.I■0■IfIPi1Y1■�ItILI�B ■ �.�I� � REFER TO UNDERLAYMENT TABLE ON 1 5/8" 8° 1 5/8" g" 1 5/8" g° SHEET SNl FOR UNDERLAYMENT 12 REQUIREMENTS WOOD TRUSSES 6 24' ��VEN7 OR 2ND FLOOR VERTICAL JAM u SOLID AREAS ARE ❑ SOLID AREAS ARE (TYPJ� SEE ELEV. PRE-ENGINEERED � UPLIFT ECONNECTOR SEE SCHEDULE) /C 5/8'DIA. x 8' J-BOLTS At 6-3/4', 41-3/4',111, AND 96-3/8' ABOVE STEEL AND GROUT ❑ STEEL AND GROUT DOUBLE 2'x4' S.P.F. TOP PLATE 1/2' MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 ❑ ❑ �' STANDARD 3' DIA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT INTERIOR SAW CUT TO 10 1/2' SAW CUT TO 10 1/2' FULL 8x8x16 BLOCK `� 1/8' STUCCO FINISH PER ASTM C. 92(o APPLY 3 3/4' FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. WALL LAYERS W/ TOTAL THICKNESS 1/8' OVER METAL THREADED 3 DIA. EXTENSION HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ❑ LATH. FIRST 2 LAYERS 3/8' THICK EACH. 3RD CL 1/2' GYPSUM BOARD DOOR OPENING DOOR OPENING DOOR OPENING — LAYER 1/8' THICK (SEE NOTES IN SECTION 4.4 SHEET BIN FOR ADDITIONAL INFO.) SCREW OFF CAP (3' DIA.) W/ DRYWALL WALL --�- FOR CLEAN -OUT SCREWS 9 8' O.C. OR ° 1 ❑ ❑ ______ _�_ CRICKET AS 46 DRYWALL NAILS ° EXTERIOR DOOR STOP WALL REQUIRED ° ° a MOLDING ❑ ❑ ❑ USP 5PT24 s EA. STUD — --; ° GARAGE MIN. EXTEN51ON FROM EXTERIOR ❑ — — — — _ ❑ — _ — I/2' EXTERIOR GRADE FACE OF BLOCK WALL 15 1 1/2' DOOR — — — — — ' — — — — — ��- — — SHEATHING FASTENED TO MAXIMUM EXTENSION FROM 15T COARSE 2ND COARSE 3RD COARSE TRUSSES WITH Sd COMMON WIRE EXTERIOR FACE OF BLOCK WALL TO DRAIN 2 x 6 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.) 15 2 1/4' COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE O/C; EDGES 4 8' O/G FIELD WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, 2X4 PT STUDS 6 16' O.0 WALL CLEAN -OUT ,[ l2) 2X4 PT STUDS UNDER HIP --- SCALE: N.T.S. �'�SONR� L,4�OUT D CARRIER/GIRDEIR TRUSS S. DOOR TRACK SCALE: N.T.S. S4 W/MOUNTING ANGLE ------- NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP HTA20 o EA. SCUDMAIN SPAN REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER -- ROOF TRUSS SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER.UPLIFT CONNECTOR 8'X6'XI6" KO. BLOCK W/ I "'5 (SEE SCHEDULE) T�'PIC,4L SECTION T�4Rl� I.UINDUJ OTYPICAL GARAGE DOOR BUCK(K'� SCALE: N.T.S. S4 CONT. AND FILLED W/ GROUT S 4 (U S VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK REFER TO UNDERLAYMENT TABLE ON ALT. KNEEWALL ABOVE MA50NRY WALL DETAIL SHEET SNI FOR UNDERLAYMENT "`" �'"`"' REQUIREMENTS SCALE: N.T.S. S� 12 TRUSS BOTTOM CHORD OR PRE-ENGINEERED WOOD TRUSSES 9 24' O/C KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ 2-16d TOE UPLIFT CONNECTOR (SEE SCHEDULE) (TYP) SEE ELEV. BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT -7 [NAILS .1 EACH END , DOUBLE 2x4 SPF. 02 TOP PLATE 2x S.F.F. STUDS 9 16' O.G. CRICKET AS REQUIRED USP 5PT24 -1 EA. STUD 1/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON BLOCKING (TYP) WIRE NAILS -1 4' O/C BOUNDARIES 6' O/C EDGES 4 8' O/C FIELD ■■_IISTID. c3d HOOKLINTEL BEAM W1 l GREATER . „ . O - FILLED CELL W/ (1) wo VERTICAL SEE FDN. PLAN FOR LOCATION 1!_■■ �19II II�I� milli lit�l� ■■III I�i■■ 2 x BUILT-UP COLUMN ul DOUBLE 2x TOP -TOP SPLICE z Q PLATE `` \�\`� ROWS 10d ® 3" O.C. (14 NAILS TOTAL) O,Q° 18-10d NAILS 2x TOP PLATE 2-16d NAILS . 24'O.C. OR EQUAL TO TRUSS BOTTOM 2x CRIPPLES 16' O.C. 5/8'DIA. X 12' EPDXIED ATR CHORD OR BLOCKING 4�/ — W/ MIN. 8' EMBEDMENT G 1Od 0 8" O/C 2x STUD 1@ 24 O.C. MAX. 2x BLOCKING 6 EACH END W/ 10d/ST ' gNcF PROVIDE P.A.F. NAILS OR 4' O.C. FROM EACH HEADER 2x P.T. PLATE EQUAL -1 12' O.G. FACE TO BLOCKING YA SEE A/53 FOR STAGGERED FROM BOT. (2) 2x HEADER PER PLAN 0 UPLIFT= 31810 3105 SYP SP *2) PLATE TO CONCRETE REINF. INFO. -2x BOTTOM PLATE W/ (l) 10d a8' I a VARIES O.C. TO EACH HEADER FACE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLICE o:..;na ...o..:... OVER STUD AT LEAST 8'--0" LONG. TYPICAL - NOTES: TYPICAL INTERIOR NON- (j) FILL LINTEL AND ALL CELLS ABOVE LINTEL. BEARING IUOOD 1=RAME JALL 2 x �o (M INJ PfiR,41„rE USP HTT16 N USP 5PT22 a EA. STUD NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION J UU,4L. L. HE,4D E R D E T,4 I L. TOP PI, -ATE SPL I GE D E T,4 I L � SCALE: NTS 2x P.T. PLATE PORT 9 EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. SCALE: N.T.-S. - SC:ALE: N.T.B. S O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED S4 SCALE: N.T.S. ^ S� � � S� NOTE: EPDXY TO BE SIMPSON F-- �240 I_B_� 5/0' x 10' 'J' BOLT -T 24' O/C MAX ROOF TRUSS PROPERLY. SET-XP OR EQUIVALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. USP USP G 8'XS'XI6' KO. BLOCK W/ 1 05 GONT, MOISTURE BARRIER ® OPENINGS LESS THAN OR EQUAL TO (o'-O' IN WIDTH DO NOT AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. (I) S VERT. GONG. FILLED CELL T�1'PICAL FILLED LINTEL ,4SSEM5LY C� W/ STDH. 90° HOOK IN KO. BLOCK KNEE WALL ABOVE M,450NIR T' WALL DETAIL F SCALE: N.T.S. S� SCALE: N.T.S. S USP 5PT4 6PT24 USP SPT4 5PT24 USP 2PT4 --•_•_�_ ROOF TRUSS ABOVE --`� 2X TOP PLATE 2X BLOCKING 2X STUDS -0 24' O.C. �wZ � - OVERLAPPING \\?� NAILED (2) 16d TOE NAILS 5/2 ' O.C.BOLT \�� \ INTO 10d NAILS a 6' EA. BLOCKING 24' . MAX. TRANSOM STAGGERED MIN. (2) PER �� TRANSOM FRAMING \`\ \ FRAMING FORM CONCRETE INSET TO BOTTOM PLATE 2X P.T. SEE S)EG1'ION AA/SI WIDTH OF OPENING VARIES SECTION PLATE 2X8 WALL ABOVE CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) AND 55/51 FOR 1 /2"X9 1 /2" PLYWOOD WALL ABOVE. ADDITIONAL- DETAILS \; ENTRY SEE FLOOR PLAN NOTES SCRAP MATERIAL FOR ,REQUIRED USP 5PT4 1 USP SPt22 J-BOLTS 24' O.G. �O.BLOT. CK WK1) Q CONNECTION USP SPT4 USP 5PT4 MAX FILLED _Of RECESS o Sic /'�Do� 2-ROW5 12d NAILS T LINTEL 55/6'XIO' J-BOLTS j° STAGGERED 1@ 12 O/C EACH 2X P.T. PLATE 2 0 O.C. FADE OR 3-ROWS 12d NAILS ., • , . e • MOUNTING BASE NOT FORM CREATES CONCRETE RECESS TO STAGGERED g 12 O/C FOR a '0 MASONRY WALL SHOWN FOR CLARITY MOUNTING BASE SHOWN RECEIVE GARAGE DOOR AND TO ALLOW C SEE DETAIL BELOW IN POSITION 2x4 (NOM.) FOR WATER SHED. 2 x10 OR GREATER HEADER 2X8 P.T. BOTTOM PLATE 2x CRIPPLES SEAT FOR BLOCK IS 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH 16' O.G. W/ (2) 12d POURED IN PLACE CONCRETE TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B (--G-) 5/8'xl0' 'J' BOLT 24' O.G. MAX. (MIN. (2) PER BOTTOM PLAGARAGE FLOOR SLAB 8x8x16 C.M.U. USP C SEEWGENEIRAL NOTES (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 U6P SPT4 - 6PT24 USP 5PT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END (2) 2x HEADER (SEE PLAN) SLOPE FORWAR C PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 INTERIOR HEADER -- ----_----~ 10d NAILS '9 4' FOR DRAINAGE 10d NAILS ER R DER -------- - 10d NAILS • 6' O.C. STAGGERED STAGGERED GARAGE FLOOR (1) 2x SILL PLATE W/ (2) A GzARAGE ENTRY FORM DETAIL a' o/c TYP. Box 12d TOENAILS. HEADER \ \ TRANSOM FRAMING SCALE: N.T.S. 2x JACKS (SEE ONLY EXTERIOR HEADERS ����� \ I _ - ° ° BEYOND. -- TABLE ABOVE) (1) 2x SILL PLATE W/ (2) \\\\ \ ♦ NAILED INTO ---- GARAGE DOORTRACK MOUNTING BRACKET 12d TOENAILS. OPENING TRANSOM ATHING MOUNTING BASE DETAIL LARGER THAN 4 Ft (2) 2x \�`� , FRAMING E S EWOOD SCALE: N.T.S. ° SILL PLATE W/ MP3 TRANSOM FRAMING Ak I PLYWOOD FASTENED TO TRUSSES ° GARAGE DOOR ROLLER GARAGE DOOR TRACK CLIPS EACH SIDE SEE SECTION AA/SI AND �\ \ WITH 8d COMMON WIRE NAILS m 4' S� SEE PLAN FOR FOOTING CONNECTION ASSEMBLY 2x STUDS (SEE TABLE BB/51 FOR ADDITIONAL \\ O/C BOUNDARIES 6' O/C EDGES B DIMENSIONS ABOVE) DETAILS \ ' 4 8' O/C FIELD TRAVEL DIRECTION OF USP HTTI6 TYP. UN.O. \` I USP- GARAGE DOOR >, PLYWOOD GARACzE ENTRY FINISHED MASONRY DETAIL j= o 000,�, sEE N/64 j sPT22 MASONRY SHEATHING SCALE: N.T.S. S4N/tip P.T. BOT. PLATE RECESS I /-USP US WALL BELOW 5/8'X10' J-BOLTS g 24' O.C. I- LINTEL �� 5PT4 5PT4 MAX. (MIN, (2) PER BOTTOM tH0 - - -- .. PLATE) LD DOWN CONNECTIONS �' NOT REQUIRED -1 BEARING " " ALTERNATE: POURED CONCRETE BASE FOR BOTTOM OF MOUNTI BASE WALLS WITHOUT UPLIFT 4� 5/8' DIA. ATR EPDXIED BLOCK WALL. RECESSED TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM SPACE FOR GARAGE DOOR GARAGE FLOOR. PLATE g 14' O.C. BOND BEAM THIS WATER SHED FORWARD HIDRAWING. WALL HEADER DETAIL Q � ) -----t --- FRAMING DETAILS ABOVE ENTRY PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S45/VXIO''J' BOLTS t1 24' O.C. MAX. SCALE: N.T.S. cJ� SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) HEADER SUPPORT NO. OF JACKS E STUDS REQ. At OPENINGS OPENING 2' x 4' WALL 2' x 6' 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 L5TA30 4' - 9' (2) (3) (2) (2) (U USP L5TA30 9' -16' (3) (3) (2) (3) (2) USP L5TA30 w� } i 5 F Hx � sg ggr�no.ocanaac p�%M y DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 i Ly o CD N Z F- LU OLn^ 00 N M O^ z aN �w�� Z°C�a00 z c~n W _j w J 0 o U (� w Q L1JLLJ C3 O J </� Q �- C L LLJ ZJ Q 0 0 ol­_ Q Z w Q Z N Z 0 0 CL 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 DRAWING.ONLY. 02018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 0C 2018 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION _ 12.19.17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 O tlU� j _j3 4 ° tt 0 coa C� LLu C:8 0 z a 02- _ uaa z N �N =N W w m 2 b W D* >_* Z Q LLi ZD W ❑ SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 380842 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH S4 O i CCN SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS AND NAILING SCHEDULE FOR SEE STRUCTURAL NOTES BACKNAIL Wl (2) 16d NAILS SHEATHING DETAIL USP RTI6A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER 24' s, EA- OUTLOOKER 2'x4' FOR SHEATHING DETAIL O.G. (OPTIONAL - SEE-BACKNAIL W/ 2x4 OUTLOOKER REFER TO SECTION J ON OUTLOOKER ELEVATIONS) SEE STRUCTURAL (2) 16d NAILS ° 24' OIC SHEET S5 FOR X-BRACING fit 24' O.G. xNOTES AND NAILING TOP CORD INFORMATION TOP CORD 49 t .'� 2X4 CONT'L' BRACE USP RTI&A OR EQUAL - TOP CORD BLOCKING SCHEDULE FOR BLOCKING FOR BLOCKING FOR FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 24' MAX. a EA. OUTLOOKER SHEATHING DETAIL USP RT16A OR x `_T--FIRST FOUR ROWS 3'e 24' O/CEQUAL 6 EA. - CMID FIRST FOUR ROWS OF OF TRUSSES � EDGES I OF TRUSSES � I HEIGHT 2'x4' CROSS BRACE OUTLOOKER W MAX. I EDGES OF / WOOD TRUSSES TRUSSES 6 EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE USP NGAMlO W/ l4 � OF SHEATHING TYP. 2X4 KICKER I 2x8 SYP*2 'L' BRACE TO 2x4 GROSS BRACE APPROX. APPROX. 8' FROM — SHEATHING TYP- 1/4'xl-3/4' WEDGE 8'-0' O/C. EXTEND g LEAST 90io USP 8' FROM RIDGE FASTENED AT RIDGE FASTENED A7 'L' BRACE TO EXTEND �/ 2x4 CROSS BRACE OF WEB LENGTH 4 EACH JOINT W/ (2) I o BOLTS l4) SDS 2x4 RAT RUN NOTCH ,1 BOTTOM 6PT4 e EA. EACH JOINT W/ (2) 10d 4 (2) 10d 4 (2) 10d TOE AT LEAST g0� OF WEB 1/4' x 1 1/2' SCREWS / BRACING AT 24' APPROX. 8' FROM 1 I LENGTH (SEE TABLE) RIDGE FASTENED AT CHORD (SEE TABLE) STUD lOd TOE NAILS EA. END NAILS a EA. END 2X6 FRAMED WALL -SEE GAB!_E TRUSS , � O.C. ON TOP OF EACH JOINT W/ (2) USP RT3A WITH 8-8d BOTT. CHORD WALL SECTION FOR SPACING 2x4 PANEL BLOCKING" I 1/2" CDX PLYWOOD OR FOR 4 TRUSS 10d (2)10d TOE - •., FROM LEDGER TP �, �1/16' OSB SHEATHING SPANS ATTACHED NAILS s1 EA. END Y BLOCKING 1/2' CDX PLYWOOD OR 1/16' 48 O/C FOR THE i ATTACHED W/ 10d NAILS W/ 2 - 16d AT EA. GABLE TRUSS FIRST (4) ROWS OF 24" O.0 MAX 2X4 STICK LUMBER GYPSUM WALL BOARD OSB SHEATHING ATTACHEDTRUSSES FROM EA. ' O.C. EDGES AND 12' TRUSS JOINT IN LINE WITH JACKS (2) 16d COMMON NAILS 2'x4' PANEL BLOCKING w 48' O.C. FOR THE FIRST I 1/2' CDX PLYWOOD OR W/ 10d NAILS 6 6' O.C. EDGES END TYP TOP 4 ( O.G. FIELD (see detail in eng pack for grade) or 0.128" x 3" GUN NAILS (4) ROWS OF TRUSSES FROM EA. END TYP. -- _= AND 12' O.C. FIELD I -(2) 16d NAILS I 1/16 OSB SHEATHING BOTTOM ATTACHED 2x4 BLOCKING '� 24' 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 2'x4' LEDGER (MATCH BOTTOM CHORD NAILS .9 6' O.C. EDGES 2x4 PANEL BLOCKING e 48' 2x4 BLOCKING BLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STRENGTH O/C W/ 2 - 16d 2x4 'T" BLOCKING SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.G. FIELD O.C. FOR THE FIRST (4) ROWS _ lOdx3' @ 4' O/C CEILING BOARD PER CODE TOENAILS m EA. END 2x4 BLOCKING NOTCH L BRACE HERE 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD -� W/ 1 3/8' DRYWALL NAILS OR 48' O.C. 2'x6' P.T. SILL OF TRUSSES FROM EA. END 2x4 'T' ON TOP OF PANEL USP HGAIO -8 36' MASONRY WALL 16d NAIL 5/8' x 10' 'J' BOLT 9 48' O•C. TYP. TOP 4 BOTTOM ATTACHED BLOCKING, FASTEN WITH PER CODE FASTENED WITH ad COOLER NAILS DRYWALL SCREWS 1 O/C WEEP SCREED INSTALLED 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'-O' O.C. TYPICAL. W/ (2) 16-d TOENAILS 10dx3' 4' O/C WITH ASTM C1002 FOR FIRST 8'-0' FROM END PER MANUF. 4 FRG DBL. TOP- STUD WALL ATTACHED W/ ALTERNATE USP LSTA18 STRAIGHT STRAP 9 4'-O' SECTION R103.12.1 5/5' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WALL -1 4' O/C TYPICAL PLATE lmd NAILS -1 4' O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT (BEE TYP. SEC.) O.C. TYPICAL MOISTURE BARRIER USP SPT24 '� EACH STUD DROPPED FLAT TOPS OF W/1-IOdxl 1/2 AND TO MASONRY W/ (3) 3/1(ox 2 1/4 FASTENEDWITH ad COOLER NAILS TRUSS) Ilk"EXT. WALL CONN. 6 NON -LOAD HIPS FOR FRAMING TAPCONS. j j� OR 1 1/4' LONG DRYWALL SCREWS ` GABLE TRUSS WEB (GIRDER NOT DROPPED) 3 CT I CI � COMPLYING WITH ASTM CI002 FOR 5EC710N 3 SfEGTION 4 SEARING LOCATION 1D pDU��E ul_° BR,4CIN� DE�,41J_ FIRST 8'-0' FROM END WALL 9 4' , _ - 5 SCALE: N.T.S. ��J O/C TYPICAL SCALE: N.T.S. �� SCALE: N.T.S. C�� SEE TYP. WALL SECTION FOR SCALE: 3/4 - I 0 SJ SCALE: N.T.S. S5 DROP HIP DETAIL ADDITIONAL INFORMATION. SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 1(od NAILS -0° MAX _ 201-0" MAX SCHEDULE FOR SHEATHING DETAIL Sd 'O/C- 1) 4 BLOCKING W/l2) 10d 'X' BRACE SEE DET. J/S5 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN, 2x4 "T" BLOCKING* � 6 x TOP CORD WOOD TRUSSES TOE NAILS a EACH END a _ Y BLOCKING FOR 45 t 24 MAX.2'x4'� OUTLOOKER 24' O/C (TYP) FIRST FOUR ROWS24 O.C. OF TRUSSES 9 I U5P RTIOKAR R EQUAL a EA. . I ` 2 22 i2 EDGES OF 2x4 CROSS BRACE SHEATHING APPROX- 0'FROM I 'L' BRACE TO EXTEND AT LEAST s TYPICAL RIDGE FASTENED AT '30% OF WEB LENGTH (SEE TABLE) . EACH JOINT W/ (2) 106 Iz I2 V-1-1 4 (2)106 TOE NAILS 6 I GABLE TRUSS EA. END I I 1/2' CDX PLYWOOD OR 1/16' OSB n y11�1� yl�� F.T. TRUSS VERT. WEB l SILL BILL I SHEATHING ATTACHED W/ D 1 NAILS � 6' O.C. EDGES AND 12' Lu SPACED 48' O/C 4X. I I I O.C. FIELD BRACING W/(3) 10d x 3' (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS 2x4 PANEL BLOCKING fit 48 O.G. FOR THE FIRST I 1OdX3' 9 3' O/C THROUGH CHORD . 6 EACH CONN. s 24' O/C OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE 8'-0' OF END WALL FROM EA. END TYP. BOTTOM I INTO 2'xV F.T. PLATE USP HGAMIO W/(4)-I/4'xl-3/4' (D = 0.148', L = 3') OR EQUAL (D = 0207, L = 4 1/2') OR EQUAL NAILS (D = 0201', L = 4 1/2') OR CORD ATTACHED W/ (2) 16-6 TOENAILS I WEEP SCREED INSTALLED PER MOISTURE BARRIER WEDGE BOLTS 4 (4) BIDS 1/4' NOTES: EQUAL MANUF- 4 FRC SECTION R103.12-I x 1 1/2' SCREWS BOND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA. x 5 1/2' LAG SCREWS OR EQUAL - SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 2x4 'T' ON TOP OF PANEL BLOCKING MOISTURE BARRIER MASONRY WALL 2x4 BLOCKING -1 48" O.C. X 11- "L" BRACE I 16d NAIL ATTACHED W/ 10d NAILS -1 4" O.G. TYPICAL GABLE TRUSS WEB 51NGLE T" BRAGING DETAIL ro SGALE- N.T.S. SS DIAPHRAGM BLOCKING 51 48' O/C GABLE TRUSS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 50 FOR 5-PLY, PROVIDE 1/4' 1) IA. x 1' LAG SCREWS OR EQUAL FASTEN WITH IOdx3' 9 4' O/C USP HTA20 -a EA. TRUSS ARCHITECTURAL FINISH NOTE: — — — — TRUSS VERTICAL THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH Sd VERT. WEB (24' O/C MAX.) I; 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.G. MAX. (2) 2'x8' 'L' BRACE 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3) 16d COMMON NAILS. LONE INTO EACH OUTSIDE FAGS CI002 FOR FIRST 8'-0' FROM END WALL '� 4' O/C TYPICAL MISSED VERTICAL WEBf USE 16d PER SIDE 5/8'x 10' 'J' BOLT ,@ 32' O.C. SIMPSON MSTAM36 , ON OUTSIDE 2) T, BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) MINIMUM 6' FROM PLATE SPLICES EXT. WALL CONN. ') NON - LOAD = BRACING OF WEB MEMBERS PROVIDED IT EXTENDS OVER AT LEAST g0% OF THE WEBK. II TYPICAL NAILING SCI�EDULES I=OR BUILT-UP COLUMNS g I SECTION W/ 3/16'&0 PLATE WASHER SEARING LOCATION (UNEVEN GLG.) E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN � 5G155OR GABLE 'IT" BRAGE -I CJJ SCALE: N.T.S. SEE TYPWALL SECTION FOR SCALE: N.T.S. t AS PER HIB 91 SCALE: N.T.S. 55 . SCALE: N.T.S. CJJ � AS PER BGSI 2013 EDITION SCALE: N.T.S. CJJ' ADDITIONAL INFORMATION. 2'x4' OUTLOOKER Q 24' SCISSOR TRUSS 12 O,C. W/ (2) 10d PER JOINT TOP CHORD BLOCKING FOR 15T MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2)16d TOE NAILS 9 EA. END (SEE PLAN FOR NN LOCATIONS) 10dx3' O/C 2'x4' (2) 16d PER 6' O/C RUNNER JOINT TYPICAL It 12" MAX. IILl' f5R,4CING RE =IRE= IE=NTS STUD SPACING NO V BRACE (1) 2'x4' (UN.O.) 'L' BRACE 2'x6' (UN.O.) 'L' BRACE 24' O'O' - 3'-O' 3'-O' - 6'-O' 6'-O' 4 GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. a EACH VERTICAL AND (2) 21IxV FULL HEIGHT 6 DIAPHRAGM BLOCKING 6.9 1 MAX. OVERLAP T_RU55 BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPAr.,ES ��- "OVERLAP WOOD TRUSSES -- --- 2X4 BRACING 648' O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-106 Q EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP -�-.-w-'T OR BOTTOM OF THE BOTTOM CORD) w m CONTINUOUS BOTTOM CORD BRACING 2'x4' MIN. I NOTE' H (2) 16d JOINT NON -DROP EXCEPT, SCISSOR 1) 'L" 5RAGE MUST EXTEND AT 'F�051- OF UJF=,ALTERNATE FULLBHEIGHT MINIMUM PER MINIMUM 2x4 TRUSS BRACING CR06S 5F,4CING DE T,41L KJ GABLE END DEVIL GABLE WHIGH REQUIRES BRACEETAO EXTEND OF GABLELENGTH 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 106x3" NAILS -a 4" O/C. TRUSS 5R,4CING OVI=RL,4P DE«TA,IL —11 - COSMETIC DROP CEILING FRAMING SCALE: N.T.S.. SCALE: N.T.S. SCALE: N.T.6. 155 SCISSOR TRU56 NN W/ DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION I GABLE TRUSS S5 4 85 'L' BRACE W/ 10d 9 4'O.C. 12 (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.g MAX. 6.g MAX. 'L' BRACE W/ 10d 4' O/C 5 (BEE SCHEDULE FOR SIZE 5 S5 AND LOCATION) S5 ABLE TRUSS � 6 S5 SS 4 y Ci tu lu �r 04X e _- - - -- - 0Q 61 e Lu d e @ @ X — - — @ j to NNN 3 12 S5 OUBLE TOP PLATE 6•9 MAX. 2X4 LEDGER USP LSTA 18 NNN UPLIFT CONNECTIONS - DBL. TOP PLATE \_STUDS t-'�I� F�>41„'CING-sTUDS 9 16' O.G. CONT. BEARING ONT.BEARING USP HGAIO (TYP) • lb'O.C. USP SPT24 _ _ __ _ WOOD FRAMED G,48LE END BRACING DETAIL G � 5 L � � N D 5 �4 C I NG D E= T,4 I L o EACH STUD � USE USP NTA2O (OR EQUAL) CONNECTORS � MASONRY C ,'48LE END 8R,4C ING DET,41 L SCALE: 3/4'=I'-o' OR SIMP50N RTI6A (OR EQUAL) CONNECTORS 0 MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE: N.T.S. MEAN WALL HEIGHT UP t0 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FRAME WALLS 4 USP R71 a NIP JACK TO FRAME WALLS NOTES FOR WIND SPEED SPECIFICATION END JACK �r -----ll�-O_MAX_. ------ - �F y!O iu � U GOFNER JACK O F ne ea�bd fi ev b-oa�n P4fiAa2 DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 i o CD N z Our)^ 00 La V On Q N _, Lf1 a ' 2 LLI ce Z9;f zo <Q c~nF— W z� LuJ 0 o d- U CL w Q W = 3 W CCL Z L J � O 0 r W Z Q Q O 0 Q F_ Q Z w Q Z N Z 0 1-0 CL L P TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL L 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. @2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LEN NAR CORPORATION. @2018 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED, REVISION: DATE DESCRIPTION 12.19.17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 Oag#a5, y 0 O• „ uj +4 4J4. 3 rx!'® 0 C7 t� Lu 4:V z Lu r QN =N NJ Lu CY) _ 10 W :D* * Z :�i u.i = LJ_i W ❑ SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 380842 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH S5 jL__ <T. WALL ERY ' O.C. =RY 005 m CP NON=5EAIRINC� EXT. KNEE-uJALL ,4 SCALE: 3/4' = I'-0' e j j J55 REFER TO SECTION I ON SHEET 55.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION TO 1/2' GAP BETWEEN ' PLATE 4 TRUSS 3A10 D.C. ) FRAME EXT. WALL IPT24 -0 EVERY R STUD )MINAL PLYWOOD OR NAILED W/ Sd NAILS 9 BOUNDARIES, 6' D.G. S, 4 12' O.C. FIELD rUDS AT IV O.C. �rFER TO SECTION I ON EET S5.1 FOR BRACING, AND TOP IORD BLOCKING ORMATION SCISSOR TRUSS x 4' RAT RUN BRACING 24' O.C. ON TOP OF )TTOM CHORD FOR (4) U55 SPANS ATTACHED 2-16d e EACH TRUSS INT 4' BLOCKING END NAILED 16d 6 24' O.C. (MAX.) _OCKING (TURNED ILED TO TOP PLATE NAILS ) FRAME EXT. WALL �PT24 ;Y OTHER STUD )5 AT 16' O.C. PLYWOOD OR 1/1(o'055 dG W/106 NAILS e 6' O.G. 4 12' O/C FIELD. PT22 6 r OTHER STUD )CK W/ (1) . 4 FILLED ' 'J' BOLT a STAGGERED) . x 3/16' 4514ER (TYPICAL) :ING STRIP _..LL (DESIGNED AS CANTILEVER) NON-5E-,4fRfNG EXT. KNEE-UJALL C SCALE: 3/4' = 1'-0' 5E:I.j 2 x 4 CROSS BRACE AT SEE NOTES FOR ROOF L)I,4f'I-IRta l NAILING 6f='ECIFICATION5 RIDGE FASTENED AT EACH JOINT W/ (2) 10d x 3' U5P RT16 OR EQUAL -w EA. OUTLOOKER TOP CORD BLOCKING FOR FIRST FOUR ROUTS OF TRUSSES m- \� /EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) 16d NAILS 2 x 4 'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10d x 3' 6 4' O/C CEILING RIDGE 2 x 4 PANEL BLOCKING 9 48' O.G. ATTACHED W/ (2) 16d TOENAILS INTO BOTTOM CHORD, INTERIOR HIP VAULT± 6:12 SLOPE CENTER AND 3:12 SLOPE SLIDES. 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH Sd COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH A5TM CI002 FOR FIRST V-0' FROM END WALL 9 4' O/C, TYPICAL. 2x6 P.T. SILL 5/8' x 10' BOLT 19 24' O.G. MINIMUM 6' FROM PLATE SPLICES W/ 3116' x 2' DIA. PLATE WASHER r_:A5LE ENED UETAIL AT HIF VAULT SCALE: N.T.5. 2x4 OUTLOOKER 9 24' O.C. 24' MAX 1/2' CDX PLYWOOD OR 1/16' 055 SHEATHING ATTACHED W/ 10d NAILS -1 6' O.G. EDGES AND 12' O.C. FIELD E TRUSS 'L' BRACE TO EXTEND AT LEAST 130% OF WEB LENGTH (SEE TABLE ON SHEET 55) loci x 3119 3' O/C THROUGH CHORD INTO 2' x 6' P.T. PLATE — PLACE SHEATHING FLUSH W/ MASONRY. -WEEP SCREED INSTALLED PER MANUR E FRG SECTION R103.12.1 - M015TURE BARRIER. USP HTA20 e EA. TRUSS VERT. WEB (24' o.c. MAX.) : ., bA ixsYi�b bQ'p ODC ,G F 33 3 Fjl DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 i O O N z w Oul 0 Q (A M O aWM L-Li^ ZFQ-Sac%) o Wz� w J O U I � w Q W � C3 S LLJ O -<-� Cn Q IL � W Z < 0 Q zw Q z N Z 0 � U (y L ( r TO THE BEST OF THE ENGINEER'S L KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL L 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. ©2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02018 -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 19 17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 O 0_ x < 0 ° Q 0 ° .A co cv Am 0 C%J m Z Z=) w-n Q!f 3 ui 7- r Ix QN N = Lu M S10 w W :D 4t: �* Z � LLi = LLi W ❑ SHEET TITLE: FRAMING CONNECTIONS @ EXTERIOR WALLS SHEET INFORMATION: JOB NO.: 380842 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH S5* I 0 D 1 v 1 n V 0 4 �. �,�', I i,i i� i�ai Jet3finil Irittictl Ii. ...t.� i iil l_.II i DOORJAMB 1X4 1/2" DRYWALL DOORJAMB 1 X 4 1/2" DRYWALL DOORJAMB 1 X 4 1/2" DRYWALL P.T. ATTACHED PER ATTACHED PER ATTACHED PER DOOR MANUF DOOR MANUF. DOOR MANUF. . 1 X 4 1 X 4 3-1/4" LONG X 3/16" 0 1 X 4 FURRING 3/16" 0 X 3" LONG TAPCONS FURRING 3/16"!?J X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3v� DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB 1 X 4 1/2" DRYWALL DOORJAMB EACH END W/ MIN. DOORJAMB TAPCON ATTACHED PER ATTACHED PER 2" EDGE DIST. ATTACHED PV2X DOOR MANUF. DOOR MANUF. DOOR MANU 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16" 0 X 3" 2x P.T. AS REQ'DSTAGGERED LONG TAPCONS2X8 @ 16" O.C. 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL UNAL;UtF' I AbLt INS I ALL I IUN MAX. s° ��•••, DO NOT DO THIS �.•`��� PROPER INSTALLATION .� �. TYP.�...,`j.. #5 REBAR (TYP,) ,) K (TYP.) ••••`••�. S'''�1"Q. 90° HOOK (TYP.) NOTCH%j @ FIRST COURSE 2 COURSES FILLED CELL INSTALLATION rH BUILDOUT @ OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC — FILLED CELL PER FOUNDATION PLAN 2NBOT.PLATE W/(2)10d@6"o.C. SCALE: N.T.S. SS SCALE: N.T.S. SS 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ —�—_— —_ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION USP RT16M UPLIFT CAPACITY = 1395 # FOR 1 STRAP 2X BOTTOM PLATE W18d @ 4" O.C., 2 W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. A -A FILL 1s14 COURSES ROWS STAGGERED EMBEDMENT INTO BLK.) 1/4" MAX = 2790 #FOR 2 STRAPS SOLID W/GROUT 2x BAND JOIST W/ FACE NAIL it 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 10 BLOCK HEADER ARCH BLKG. & BUCK USP RT16M W/ (9) 10d x 1%" NAILS & AND 8 FACE NAILS d @ (4) %" x 1%" TAPCONS TRUSS VERT. WEB 1/2" DRYWALL IF TRUSS IS 2 PLY INSTALL USP METAL SEAT PLATE HTWM16 W/ (8) 10d x 1%" NAILS AND NOTE: 8d NAILS AT 8" O.C. AT BUCK 4 1 " X 13 "WEDGE BOLTS 1 LAP SHEATHING TO ( ) Y �( ) 2 x 8 45 DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE = BOTTOM OF BAND (4) 10d NAILS INTO STRAP 1225 # , (2) STRAPS 2450#1 BRACES INSIDE TO ALLOW FOR INSULATION JOIST TYPICAL () 2 x 8 BRACE/ BLKG. _ TO BE INSTALLED 7/16 OSB - FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR `_;. ;:::: CONTACT ENGINEER OF RECORD FOR USP HGAM10 12" O.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"xi 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 a CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB N.T.S. PROVIDE TAPCON WITHIN °-� ­. ___T INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE RETROFIT WALL OVERHANG DETAIL N_TS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP#2 CONT. (MATCH TRUSS DEPTH --� FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" — RETROFIT FOR MISSING EMBEDDED STRAP DETAILS OR THRU 1-1/2" THK. OR MORE BUCK IF TRUSSES USED) W/ (3) #12 X 4%" WOOD WITHIN 6" MIN. OF START OF ARC START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY TWA / NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'p. 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. TR S -----------_--�__ ARCH DETAIL JACK TRUSS PROVIDED BY TRUSS i / 2 X 4 #2 SYP SCAB TO SIDE OF COMPANY OR 2x6 #2 SYP @ 24" SCALE: N.T.S. SS O.C. 12 '� TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1'-0" 5'-0"MIN. / W/ (3) 8d TOENAILS @ TOP & BOTTOM SEE ?X O� * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. CHORD TO LEDGER PLAN + RN -NO 44, %l� TO TRUSS OP CHORD + ) 1 Od NAILS @ 8" O.C. F7 FINISH FLOOR + 2 x 8 BUCK - CONNECT TO BLOCK SECTION `�� WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED + -----PLYWOOD SHEATHING D ' D ° 1/4" MAX EMBEDMENT INTO BLK.) B B PER NAILING SCHEDULE + + �` #5 BAR 2, 0„ 8„ + r BLOCKING AS P' 10„ p ° BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS / + REQUIRED D ° 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A - p ° N TOP CENTERED W/ O 9T H K� TO SUPPORT TRUSS ' SOFFIT KNOCKOUT / cal + + o CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d / 2X4 SYP a �__+ — PROVIDE 2x — PROVIDE 2 x 8 DIAG. BRACE BTWN. NAILS AT EA. END PROVIDE (2) MIN. CONT. W/ (3) EACH TRUSS MONO FOOTING _ D p ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS / - AND SECTION DETAILS SIZE AND REINF. PER PLAN BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY / s IV rzi LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF TRUSS COMPANY OR 2x4 CONNECTOR — . -I / _ _ ° 2 x 8 VERT. BRACE#2 SYP @ 24" O.C. CLEAN FILL S) INSIDE TO ALLOW FOR INSULATION ARCH � ° D Z TO BE INSTALLED 00, 3'-0" MAX SEE PLAN / SEE LINTEL DIRT D g BUILT UP PLWD. BUCK - �� SCHED. °.' STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH CENTER S -FIT #5 BAR IN ° ° 90' HOOK iv TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #12 X 4'/2' WOOD FILLED CELL ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC @ 16 O.C. MAX. OR IF MASONRY PRECAST LINTEL " SCREWS ° ° BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C.' ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 FOR OVER HANG (MAX. 4'-0") ANCHOR INTO ARCH BLKG. AN INSTALLATION DETAILS ARCH DETAIL rK SECTION n SHED ROOF KT STEMWALL FOOTING SIZE AND B-B SCALE: N.T.S. SCALE: 3/4" = 1 0" SECTION �a ROOF EXTENSION M MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SS SS SCALE. 3/4"-1 -0 SS SECTION DETAILS — - —�- SCALE: 3/4" = 1'-0" A/C CHASE 4" PVC PLUMBING LINE SLEEVE THRU STEM NOTE: IF RETROFIT FILLED CELL CONDITIONS TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE WALL EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD CENETERED @PIPE PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" FOR ADDITIONAL INSTRUCTION. PENETRATION CENETERED @ PIPE--€==-.= —a PLUMBING LINE FINI PENETRATION GMASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. RADE a a d d a REINFORCING. PROVIDE LOWER — —_ _— • —1 -1 I-III=III-III =1 III=1 =1 =1 =1 =1 HOOKED DOWEL 131111 T UP COLN., ;III=1—I 1=1 d a : ad 1=1 iI ,I III —I 1=1 1=1 1=1 1=—I 1= III=III=1 III=III=I SEE PLAN DRILL 3/4„ X6 MIN. HOLE SET BAR IN EPDXY —I 1= • —III=1 I' — —� =� HTT16 W/ (18) - 16d NAILS TO CAP TO PREVENT LEAKAGE W.W.M. AT PERIMETER LIDd • • 1=1=1 1= =III — WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL - - #5X6' EMBEDDED INTO - (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ crEXISTING BOND BEAM SEE FND. PLN. SLEEVE THRU STEM =I 12" BELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN. z O 6'-0" -F F Q SEE FND. PLN. SEE PLAN FOR : `♦ a e ° 12" EMBEDMENT & 1-3/4" MIN. FILL CELL FULL HEIGHT W/ EDGE DISTANCE �\ SIZE & REREINF.FOUNDATION INFO PIPE PERPENDICULAR TO FND. ° g (ALLOWABLE UPLIFT=2,249#) �``�\ \\ p a A w w NON SHRINK GROUT. SIZE & REINF. GRADE COVER STEM FOUNDATION Q a_ 1 PIPE VERTICAL THRU FND. p D _ I =___— �\ \ LL CL TOP (2) #5's x 4 0 PVC OR SCH40 SLEEVE ° o ° ". .�� v z 5X6 EMBEDDED INTO 2 #5X6' IN CONC. CENETERED @ PIPE GRADE PENETRATION PLUMBING LINE REINF. SEE PLAN D D =_ \� U) N EXISTING FOOTING FILLED CELL _ DRILL 3/4"X6" MIN. HOLE a d as 4 n M GRADE �`�\ / SET BAR IN EPDXY I- � a � _ � ' I —III —III—' ~..�'\ -III I C I —I � I —I � I —III —III -11 1 lII� —� a a d — I� 1 _ d = =_I 1='' °� .. CELL FILLED SOLID =1 =1 I, III 1= a III=I N z w/ 1 #5 VERT. REBAR \� O SAW CUT SEE FND. PLN. 0 2 #5 REBAR 16"MIN. 1-STY COVER EA. WAMIN. 3" I \ SECTION O ( ) A SIZE & REINF. A/C CHASE 4" PVC 20" MIN. (2-STY EXISTING FOOTING SLEEVE THRU FOOTING j 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" = 1'-0" SCALE: 3/4" =1'-0" SCALE: N.T.S. SCALE: N.T.S. NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT FILL SOLID BOTH CELLS — #5 REBAR STD. 90" HOO LU ti +5^ NOTCH WEB AT THE FIRST z �•F ca n tiara a� aassr aS=¢o 4'� e- .e Gm� DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 i O 0 N zw LO off^ p �(nR a� z w� �wIL� zgQ00 Zc~i�� W z� w J O CD r1 � (/) w Q Lu = W CL = o 0 r W z p Q O p C ~ Q Z W V) F._. Z 04 114- Z v) 0 M CL L V C C TO THE BEST OF THE ENGINEER'S L KNOWLEDGE AND BELIEF, THE STRUCTURAL C PLANS AND SPECIFICATIONS COMPLY WITH C 6TH EDITION (2017) FLORIDA RESIDENTIAL L BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 10BMPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE Ir IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. QtM18 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02018 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.19.17 1.00 6TH ED.(2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 e w � ro,:� ce,l c.� c� � N w m z � w � w = �a r W z QN N = W wA _' ,Zn Q LIJ = ui V N� H W ❑ SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 380842 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH ss TEMPORARY TAPE 'FLAP' TO HOLD FLAP NOU5E WRAP O 9' ROUGH OPENING HOUSE WRAP SHEATHING WINDOW FLASHING METHOD 'A-1' 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. B. THIS WILL MAKE A 'FLAP' THAT WILL BE USED TO COVER THE HEAD FLASHING IN STEP 6. TEMPORARY TAPE 'FLAP' TO HOLD FLAP // 4,1 JH ouSE WRAP \ � .� 5NEATNING ROUGH OPENING 4' SILL WRAP SILL FLASHING HOUSE WRAP INSTALL FLEXIBLE FLASHING SHEATHING COFIER5 AT WINDOW SILL WINDOW FLASHING METHOD 'A4 3-STEP PROCESS: OA 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 HORIZONTAL JOINT I , II I I I I I I I �I I I I SHEATHING I I I I I I I I I I I I I I� I I I I I I I I I I I - I I I I I I BUILDING PAPER HOUSEWRAP I I I I I I I I I I I -CUT WINDOW i OPENINGS SHEATHING WRAP -,-� (BUILDING PAPER OR HOUSEWRAP) 1 CARRIED I' TO 2' BELOW BOTTOMOF SHEATHING I 4' TO 6' LAP AT VERTICAL JOINT 9' (6' MIN.) BEYOND CORNER BOARD SHEATHING WRAP DETAIL SCALE: N.T.5. TEMPORARY TAPE 'FLAP' TO HOLD FLAP ,,�� /OUSE WRAP i SHEATHING CAULK BEHIND WINDOW FLANGE BEFORE INSTALLATION. WINDOW FLANGE Li SILL FLASHING HOUSE WRAP SHEATHING WINDOW FLASHING METHOD 'A -I' 03 A. APPLY A CONTINUOUS BEAD OF CAULKING ON THE BACK 51DE 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 —51LL FLASHING SHEATHING i� WINDOW FLASHING METHOD 'A-1' OA. INSTALL HEAD FLASHING OVER THE WINDOW FLANGE. B. EXTEND THE HEAD FLASHING 8' BEYOND THE ROUGH OPENING ON EACH SIDE. I IVI I V�-}.{-� V I III I INV I VV I 6I'9V1-V V ! VIA NI 1V LI­1 1 IFi I l TO ALLOW MOISTURE 70 BE DIVERTED TO THE OUTSIDE SURFACE TEMPORARY TAPE 'FLAP' TO HOLD FLAP ZHOUSE WRAP/ SHEATHING JAM FLASHING WINDOW FLANGE HOUSE ,JWRAP _SHEATHING SILL FLASHING WINDOW FLASHING METHOD 'A4 C4 A. INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON EACH SIDE. B. EXTEND THE JAMB FLASHING 4' ABOVE THE ROUGH OPENING AND 8' BELOW THE ROUGH OPENING. C. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. HOUSE 'FLAP' WRAP7 ��-----------------------------; EAD FLASHING JAM FLA51-1ING HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLANGE L1 � FR 39.0 : (V'44, ) CL ZD WINDOW FLASHING METHOD 'A-1' A ALLOW THE BUILDING PAPER 'FLAP' TO DRAPE OVER THE HEAD FLASHING. ZHOUSE WRAP? 'FLAP' ---------------------------- WEATHER RESISTANT — CONSTRUCTION TAPE EAD FLASHING JAM FLASHING -- HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLANGE WINDOW FLASHING METHOD 'A-1' C -T) A APPLY WEATHER RE515TANT TAPE OVER THE 45• ANGLE CUT ON THE BUILDING PAPER B. ON IN51DE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM �ac�I#aides:�?o>a<a>e€zina<a:':eri`aa<a:"" A i+. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 v✓ww.danscoengineering.com CA 25948 o 0 N z w o? z 0 M O^ ¢�Jti'1 aWLL.^ zFa-aac%� �� Q ao zWt— W W J 0 o U � w Q W = W I- < O J to �r Q W 1 W � Z � Q O p ~ Q z w � Q Z N Z U � 1 I TO THE BEST OF THE ENGINEER'S I KNOWLEDGE AND BELIEF, THE STRUCTURAL I PLANS AND SPECIFICATIONS COMPLY WITH ( 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR I 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. ©2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2018 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.19.17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 .7 c%14 m� z� Q 02 _ W w� W :D� r� Z Qw =w W ❑ SHEET TITLE: WINDOW FLASHING DETAILS & NOTES SHEET INFORMATION: JOB NO.: 380842 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH WF-1 WINDOW FLASHING METHOD 'A-1' A ALLOW THE BUILDING PAPER 'FLAP' TO DRAPE OVER THE HEAD FLASHING. ZHOUSE WRAP? 'FLAP' ---------------------------- WEATHER RESISTANT — CONSTRUCTION TAPE EAD FLASHING JAM FLASHING -- HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLANGE WINDOW FLASHING METHOD 'A-1' C -T) A APPLY WEATHER RE515TANT TAPE OVER THE 45• ANGLE CUT ON THE BUILDING PAPER B. ON IN51DE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM �ac�I#aides:�?o>a<a>e€zina<a:':eri`aa<a:"" A i+. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 v✓ww.danscoengineering.com CA 25948 o 0 N z w o? z 0 M O^ ¢�Jti'1 aWLL.^ zFa-aac%� �� Q ao zWt— W W J 0 o U � w Q W = W I- < O J to �r Q W 1 W � Z � Q O p ~ Q z w � Q Z N Z U � 1 I TO THE BEST OF THE ENGINEER'S I KNOWLEDGE AND BELIEF, THE STRUCTURAL I PLANS AND SPECIFICATIONS COMPLY WITH ( 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR I 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. ©2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2018 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.19.17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 .7 c%14 m� z� Q 02 _ W w� W :D� r� Z Qw =w W ❑ SHEET TITLE: WINDOW FLASHING DETAILS & NOTES SHEET INFORMATION: JOB NO.: 380842 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH WF-1 FLASHING REQUIREMENTS FLASHING AND SEALANTS FOR EXTERIOR WINDOW AND DOOR OPENINGS SHALL COMPLY WITH WEATHER RESISTIVE BARRIER WINDOW UNIT THESE DETAILS ARE GENERI AND MEANT T C U SHOW SECTION R703.4. DOOR ROUGH OPENING SLOPE GENERAL FLASHING AND WATERPROOFING METHODS ODS TO BE USED. R703.2 WATER -RESISTIVE BARRIER. N ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND I 0.3in: 12.0 n BREAKS, EA S COMPLYING WITH ASTM D226 FOR TYPE 1 FELT R P O OTHER APPROVED WATER -RESISTIVE WOOD FRAME CONSTR. m : m 06c 305c BARRIER SHALL BE APPLIED OVER T O SUDS OR SHEATHING OF ALL EXTERIOR WALL H F S SUCH ELT OR SELF -ADHERED FLASHING '3`'S'?''i''''' 3/4"-1"BEAD OF CONSTR. T BE APPLIED UNDER W ADHESIVEO U BY LAPPING DOWN SELF FLASHING S RED . SELF -ADHERED F FLASHING LA MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES 51 MM WHERE JOINTS S OCCUR FELT SHALL BE LAPPED NOT O F R AND RETURN OVER RIM JOIST AND UP THRESHOLD O DOOR A U . ID IL BRAND I UP JAMB 6". USE LIQUID NA WALL BY 6 N ORE UAL WEATHER PROOF CAULKING O EXTERIOR PRODUCT DETAILS- S S LESS THAN INCHES 1 2 MM . H 6 C S 5 THE FELT OR OTHER APPROVED MATERIAL HALL B � ) S E CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING O S APPENDAGES IN A CEMT. FIN. _ MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE Q AS DESCRIBED IN SELF -ADHERED FLASHING BUILDING PAPER SECTION R703.1. THE WATER -RESISTIVE BARRIER IS NOT REQUIRED FOR DETACHED ACCESSORY TWO LAYERS OF FELT OR ONE WRAP HOUSE OF LAYER P AND A S A BUILDINGS. SEAL TOPS OF JOISTS WIRE LATH ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FB R7 .2 Q E D S UCC C 03 D E UNDER DECKING ....:...:::.... (SEE DETAIL WP07)-....... R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED RIM JOIST Detail Instructions MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION Refer to the number marked as ## each detail that corresponds to PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT the numbered items in the list of instructions below: EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS 1 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN 2 4) 1. Install self -adhered flashing in order as shown by numbers EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE 2. Install flashing and weather resistive barrier to form water shedding laps INSTALLED AT THE FOLLOWING LOCATIONS: SELF -ADHERED FLASHING W P02 SELF -ADHERED FLASHING W P03 3. Self -adhered flashing can be substituted for building paper g ' g p p 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 4. Split the release paper using the ripcord (Split release on WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR FOLD UP WEATHER RESISTIVE BARRIER & EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE 5. Remove all release paper per standard installation instructions p p MORE OF THE FOLLOWING: TEMPORARILY SECURE 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE and adhere to substrate using a square piece of flashing material 9 q p 9 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR WEATHER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING (6" X 6" Minimum) FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S RESISITIVE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW 6. Fold b INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. BARRIER (SEE DETAIL WPO1) OR EQUAL WEATHER PROOF CAULKING as shown Y arrows 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 to fit tight to corner BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE �r (BEFORE FOLDING, SCORE 8. Mechanical) fasten as necessary Y rY EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER S FOR SUBSEQUENT Q (P35EMBLE�WINOOW) :;: SELF ADHERED FLASHING, EXTEND A MINIMUM 6" RELEASE PAPER S P ER TO EXPOSE DRAINAGE. OPENINGS I PAN USING FLASHING SHALL INCORPORATE FLASHING OR VERTICALLY FROM ADHESIVE AS SHOWN) PROTECTION AT THE HEAD AND SIDES. WEATHER RESISITIVE BOTTOM F O THRESHOLD O 1.21N N EACCORDA C WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DE I S GN PROFESSIONAL. BARRIER SECTION -A SEE DETAIL WP02 1. ACCORDANCE I 3 INWITH OTHER APPROVED METHODS. O 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 ELF-ADH S ERED FLASHING O. OR FMA/AAMANVDMA 400. T I 2. AT H INTERSECTION OF CHIMNEYS R OTHER E O O ER MASONRY CONSTRUCTION 2 WITH FRAME OR HEAD FLASHING TIE-IN INSTRUXTIONS: STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 1. Cut, fold up & temporarily secure weather re stive barrier above header to allow for flashing - SELF -ADHERED FLASHING 5 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. installation 4 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 SEAL TOPS OF JOISTS 1 6 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 3. Fold weather resistive barrier back over head 2 UNDER DECKING 2 7 6. AT WALL AND ROOF INTERSECTIONS. flashing and seal with tape (SEE DETAIL WP07) 7. AT BUILT-IN GUTTERS. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPO 1 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WP05 SELF -ADHERED FLASHING INSIDE CORNER WP06 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y �Ground SHEATHING --- 7/8" Cement Plaster 7/8" Cement Plaster REFER TO TECHNICAL 1 in accordance with in accordance with LETTER N CHEMICAL O C CAL '' ... j....:.....::.:::.::: COMPATIBILITY Water Resistant Barrier ASTMC926 ---- - - ��� // ASTMC926 SELF -ADHERED FLASHING Lath Felt I backed metal I Felt backed metal SELF -ADHERED FLASHING Sheathing / lathe In accordance lathe in accordance PATCH with ASTM C1063 with ASTMC1063 Stucco c :::: 3.:::::����:=:::::.. ° ...............:.:: >:ii�>:;;;;:..: e . e ... ,.. .".. e .� .• e ::•::::::::::. '• Building Paper Building Paper ::.::: . .::•••:a::ur:;.:-. ..:::::::::::'::::.... .:::x axsnnnn:::: 2 s:::::n::::....::. e , e : e ' . e. d a .............. n ............. 6 O.S.B. n / - / / i .�-�- 7/16 O S B ............................................................... ::::::::::::::::::.:::::::...:.................................:..:.:......................... d. °. ,� sheathing sheathln SELF -ADHERED FLASHING .......................::::::::::.::::.::::::.. ...............................:::.::::.....::.::-:.-:.-:::::::::: e. ............. � / / .................................... ......... ......... ........... .................... A. / / :;s:sss>s:;;.:- ���' 1 SELF -ADHERED FLASHING Foundation Wall . .: -� - Metal SELF -ADHERED FLASHING 1 " a a d. e � d. : Flashing NAILING FLANGE 1 2 < a° a . d d __ Wee Screed p ' � 3" MIN . . Installed As Per b e 2 4 Manufact. Specs. & Stampede or similar DO NOT FLASH OVER BOTTOM NAILING 8 5 cauk bottom FRC R703.7.2.1 joint only FLANGE \ \� Maintain Weep Screed Bottom of Installed As Per SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING WP08 FOUNDATION WEEP SCREED WP09 Weep Screed Manufact. Specs. & 2" Above Roof fact.R70Specs. HALF ROUND WINDOW OUTSIDE CORNER FRC 2.1 Sheathing 1/2" Cementitious Decorative Finish ••o. All inside and eo•• . '• • •. , outside corner will • '•°••. need to be miter ••• cut and caulked all Cement Plaster - •• .•••o• butt joints need to •v••. in accordance �''� • •. .• • 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 /� /PO� 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 �x FI 3 4 j1•Fi 3 .' :. i i OFF �P �k DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 i o 0 N Z w Ln ON^ 50, re) L�1 � LI Z H a a r 9 00 Zt W LU ZLU J O IJ U C x (� LJ.J Q LU W nC- 5 < ` I O J � IL W Z ID QO H Q Z LU Q Z N Z v) O U (y) IL N 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=±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. O2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUr WRITTEN CONSENT FROM LENNAR CORPORATION. ©2018 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.19.17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 �'"�i�• 5y, '4�' .:`sad - ' r-- rs t•�dyr`✓ ® m s u • V�g� YdeB®�� � ®���D 60d O G� ED CiL Z -� LU _ W r QN =N LULuc _10 W ZD* �* Z Q U] = u.i �CL: W ❑ SHEET TITLE: WATERPROOFING DETAILS SHEET INFORMATION: JOB NO.: 380842 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH W P I�M�I�� i +ill�RfI1RI•RFr�Y�iT ��-� �- ------------ ------------------------------------------------- • O'�RWT i\; j e p t x__\\; F ._ � March 20, 2018 Re: Wood Construction Connector Corn pl is nce for 2D15 International Codes & 2017 Florida Codes To Whom It May Concern. Section 2303.6 of the 2015 International Building Code (IBC) and 2C17 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the I BC and FBC 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 lead 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 wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties ICC Evaluation Services (]CC -ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating mod 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, �^m will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their �^rood 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 201& The information in this letter is valid until 6f3012018 when it will be re-evaluated by Simpson Strong -Tie. Please visit wwv.strongtie,com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099, Sincerely, SIMPSON STRONG -TIE COMPANY INC. /6P4 Keith Cullum, P.E.. LEED AP d\^dBDW Engineer. Southeast U.S.. Branch Page I of I S::e> ..>n ,. . • ., ; �. E :. 2221 Country Lane McKinney, TX 75069 Phone 912 542 0326 Fax 972.542.4139 rruvstranaSe.com +-r O O CU L -o Q O Q O i /1 •� U .} (n __ co-coFn VJ _�_ � L � 21 0 O O LL � O O ` . N � ^' O Q �� cICU O Co Q „� V) Q r tk4P StodkNo-: USP Tiontrectars Ff6ddli S1a1e404e Produot 7ipprovst Rot'9ast5 y EVatuatlon Repoit i+^01$1 t Simpson Stocir No. Stmps+n Gapger tort Florida S teyrida Pro4uaf Approarat No, y EVAIUldion Report Basis(2016l.:ca A3 FL17244.1 ESR-3455 A23 FL104462 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL.10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL.10856.3 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 FL.10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FI.10856.10 ESR-2549 HDO410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FLA 1470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FLI1470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL1o447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FLA 1473.5 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 FL11473.11 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 HUS21D-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 ESR3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR3445 LU26 FL10655.104 ESR-2549 JUS21D-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-254 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 CIO CD z }n,+ ^W' W ca O O �\ N M`v W 0- W a � Z J Z Q J d KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL.10852.4 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 ESR3466 LSTA30 FL10852.4 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-3455 L830 FL10446.15 ESR-2608 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 MT812 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FI_10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MT820 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904:6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 C816 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FLi D456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 l I RT16-2 FL17236.2 ESR3448 H10A FL10456.6 ESR-2613 I RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 I RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 R75 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 RT8A FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 I SPT24 FL17244.31 ESR-3455 SP4 FL10456A3 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SP76 FL17244.32 ESR-3455 SP8 FI.10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 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 SIM200803 LGUM26-2 FL11473.12 SIM200802 SHEET NO. PA 1.0 ______ ___ III PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 11 As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below'rf they will be utilized on the construction project for wFdcti 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 -..- '!. EXTERIOR DOORS A. SWINGING � ThertnaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/S7.0 psf ThertnaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.01-67.0 psf �.. 7hertnaT'ru Firber-Classic and SmoothStar(NON-IMPACT) pL2p461_g +67.0/-67.0 psf ThertnaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/E7.0 psf ThennaTru Classic -Craft and Benchmark FL75225.1 +67.0/-67.0 psf ThermaTm Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThertnaTna FiberClassic, Smoothsfar, ClsssicCreft, 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 POl' Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (BX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential Windt;ode Doors W5 (16X7) FL15279,53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (BX7) FL15279.85 +36.0/-42.0 psf --�� Clopay Building Products Residential WindCode Doors V46 (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 sit) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.O1-50.0 psf C. FIXED � MI Windows and Doors Series 185 FL15349.1 +4D.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding end HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPFIAL'r SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA B. UNDERLAYMENT^u Tamko 151b Fell Undedayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16916.4 N/A Florida Metal Products, Inc Vent RV10 FL21580:3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boml Tile Villa 900 FL7649.27 - FL7849.28 N/A Borel Tile Saxony 900 FL7649.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC D.032"Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED I_UMBER�� 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 �.r 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 Sine of inspection of these products, the following information must be available to the inspector on the johsile; 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 i -rnITT r, -'r 1 11 r i -- - � i I 11 � ail :loll, iYik�.-i,. i-! II �,. ,. • 11; 141 �, 1.a- 1 .. Florida Department of Business & Professional Regulation Building Codes and Standards Pape + 115=18Product Ap proval Application Detail FL920461Jt2 990 filateLnt Date Qats. Data Panthers Dog Tyl» mbn Y� mmumcWm � EnglmeaLkrw Validated By y.ndabd RISC Approval bwov tl • aerbm Revision 2017 TMmu-Tm Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/15=17 07H22017 101182017 12/122017 Approved Ctbpory: Fxtembr Doors (419) 298-1740 PE43409 (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies ficYvrat-bldgoonsueants. compliance Method: Evaluation Report train a own Florida Registered Architect or a Licensed Florida FLa20461JM2 Produces, Professional Engineer $as, R Product Model. Number or Kom Product Dwerbam QualtvLA9Ymce, Contact Expiration Dab Apotmud..for Use ADorcved In KVHZ Outside for ties HVHZ Insect Doelim Resistant P-we 1 a. Thera-Tro Fiber-Claasic and Smoo"tar Nominal 8&f39;8 8quothlon4mpactliquot Opaque 121311= No Yes No NIA Composes Edge Fiberglass Single Door (liamirg/Oubvnng; X configuration) FLf204614t3 e57d! l:rdia or sere !� Data PondM dyte T■ Vemlon Mnuhaurer Contact Enainser a LJcmee Validated By VSlldsted Submitted FBC Approval Approved g.Me4 Revision 2017 Thenna-Tm Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12/132017 12/132017 12212017 Pending FBC Approve Category: Exterior Doom (419) 298.1740 PE43409 (813) 7676555 Subcategory: Swinging Exterior Door Assemblies rick.Crwbldgeonweanb. Compliance Method: Evaluation Report from a com Florida Registered Ambled or a Licensed Florida FU120461-R3 Produces Professional Engineer saga Product Mudd. Number orName ProductDecdiftl Ou,lk, ytyancs Conbraid Expiration Deft Approved for Use Approved IatlYHZ Outside for the HVHZ breast D.IND Real eelnt Pressure 1 a. Thera-Tm Flber-Classic and Smooth -Star Nominal 6&239;8 &quotNon4mp.d&quot Opaque 12/31/2021 No Yes No NIA Composite Edge Fiberglass Single Door Searah Crawl, (Imwing/Oukawing; X configuration) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 of 1 1/5=18 FL)1322SJb Coda Entity in Dde Data Data Pontine I»b mm Vemlon tyaYtee$IC4L Contact En,lnwr&Lkema Validated By V,bdoW Submitted FBC A,,,M Approved gyp. Revision 2017 Thera-Tro Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 1221=17 09/212017 12/22/2017 Approved Category: Exterior Doom 1419) 296-1740 Management Institute (813) 767-6555 Subcategory: Swinging Exterior DowAssemblise rWcw@mbldgwnsubnts Compliance Maenad: Certification Mark or Listing com FL111522"A Products aS,y Product Model. Number or Name Product Besodptbn Quality Assurance Approved for Use Approved M the Comma Expiration Dart In 11L Outside HVHZ [Matt Dgglan Resistant Pwnum 1 a. &quotclassio-CraB&qua; and &quotBenchmek by SA and 810 Opaque and Glazed Fiberglass Door with 121311=1 No Yes No NIA Themre-TnAqua; and without Sidefites. Insuring and Outswing Searsh Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail gape 1 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail vp. i 018 Florida Department Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail gape 102 1=18 FL820/81142 FLf2o4s14t2 F1.11120481-R2 Code Emily or 2im Data Data Pending Data 22d& Emile or elk 20 tm lYpp Vend tyndiGtursL Cetera Enolroar & License Validated By Y911dated Submitted FOC Apbroval Approved ateea TM Vemlon Manufacturer Conti Englnwr a Lianas Vaaifebd aw vAdkmbtd aye EKQ eajatd Awroved. Ali" Revision 2017 Tbeegory: Rick Wright Lyndon Schmidt, P.E. Ryan J. P.E. 1w152017 07/12/2017 1w182017 12/122017 Approved Revision 2017 TMmory: Corporation Lyndon Schmidt P.E. Ryan J. King, P.E. 10/152017 07/12/2017 IO/Sb201? 12/122017 Approves Cme EWhLu � 1lsM 1MM.�. QaM tew Dtion Category: Exterior Doom 9 7-65 (419) 29&1740 PE4340B (813) 787Ji555 Category: Exterior Dcora (419 298-1 PE-434 9 (419) 298-174p PE-43409 (813) 7878555 n,■ Version � Enaboal.AL�lW Va1kiWd be Waddled Submitted FFBQ Aerm� Approved ghee Subcategoy: Swinging Exterior Door Assambiba ndrw@m1bldgcomularts. SubCata9ory: Swinging Exterior Door Assemblies ri keC-1,k ilconouaants. Revision 2017 Therms-Tm Corporation Ride Wright Lyndon F. Schmkh, P.E. Ryan J. King, P.E. 10/152017 07/122017 10/1&7017 121122017 Approved Cwr~* Method: Evaluation Report from a cote Compliance Modica: Evaluation Report from a own Category: Exterior Doom (419) 298-1740 PE43409 (813) 7676555 Florida Registered Architect or a Licensed Florida Florida Registered Architect w a Licensed Florida Subcategory: Swinging Exterior Door Assemblies ridwl4lirwbidgconsul ants. Prof ..ional Engineer Professional Engineer Compliance Report from sera FRegistered Architect or a Licensed Florida FloridafeasRegi ore FLf20461Jt2 Product FLt204814t2 Praduds Engineer Oualie, Asoumrnea Approved for Use Approved for We I1naa Dooki Quality Aseursnce AeRmtkiifor AoprowU tw lise I0lead Leann FL820481JM2 Products swill' Product Model. Number Or Name Product Description Contract Expiration Date In HVHZ Outside NVHZ Resident Pr- fit; Product Nbd9L Number or Name Product Description Commas Expiration Date in HMZ QJiMilgial Premium e CThema-Tro Fiber-Claeeicand Smooth -Star Nominal S&839;0&qua;No Impoc*uot Opaque 12/31/2020 No Yes No NIA 9 I.Therms-Tm Fiber -Classic and Smooth -Star Nominal 6&#W;88quothlon-Impad8quot; Glazed im1=0 No Yea No N/A mt E Product Modal. Number or Name Quality Auwarce Aoarwad for this Aoeroved for Use Imala Dralan Compmfte Edge Fiberglass Single Door Composite Edge Fiberglass Single Door In outside g (Inswing/Oulswing; X configuration) (Imwing)Oubwing; X configuration) 14 n. TMna-Tru FberLbsale and Smooth -Star Nominal 8&f39;08quokNon-Impad&qua; Glazed 12131=0 No Ye. No N/A Composite Edge Slegte Door FLf20461-RE FLa20461-R3 (Imwkg/Outswieg; X configuration) g; X coons Cods FtlttbL.4t Data Data Data Pendlna Date Code EMIN or Rik Dais ltwrNP ng jig FL920441J23 7ypq Venire Manutecturpr cmkaa En pimar a Lieanw Validated ev Validated Submitted �) ,Q FBC Approval Approved $WM TjgM ygpigp t[g Contact Endnear i Lleema Validated By yAMM ( Alto Revision 2017 Thera-Tru Corporation Rick Wright Lyndon F. Sandal, P.E. Ryan J. King, P.E. 12/132017 12/132017 12212017 Pending FBC Approval Revision 2017 Thera-Tm Corporation Rick Wright Lyndon F. Sdimidt, P.E. Ryan J. King, P.E. 12/132017 12/132017 12?. 112017 Pending FSC Approval Caft Entity or RO RAW Dow Pending 20 Category: Exterior Doors (419) 298-1740 PE434D9 (813) 767-6.555 Category: Exterior Doom (4191298-1740 PE43409 (813) 767-0665 lull Va.]- Nk,,k W- contact Enabrar & 6taid ayalidsbtl av Validated Submitted FBC A-vil Appragad attll. Subcategory: Swinging Exterior Door Assemblies ndmCrwbldgcomullants. Subcategory: Swinging Exterior Door Assemblies rid wC.bldgconsul ants. Revision 2017 Therms-Tru Corporation Rick Wright Lyndon F. Schmidt. P.E. Ryan J. King, P.E. 12/132017 12/132017 12212017 dig FBC Appn Compliance Method: Evaluation Report from a cote Compliance Method: Evaluation Report from a own Category: Exterior Doom (419) 298-1740 PE43409 (813) 767-6565 Florida Registered Ambled iw a Licensed Florida Florida Registered Architect w a Licensed Florida Subcategory: Swinging Exterior Door Assemblies ridnwambldgconsultenb Professional Engineer Professional Enginer, Compllanpe Method: Evak con Report from a coal Florida Registered Archeed or a Licensed Florida FL820461JM3 Products F1.00461410 Products Professional Engineer Quality Assurance Approved ter Use Aooroved fw Use Imact Daeyn Qualls Awumna AMppvad ear Use agwgvad ow Uk, tlna l Q.rilm FLa204514t3 Products Saa 8 Product McMI. Number or Name Product Description Contract Expiration Data In KVHZ Outside HVHZ Raahbnt Pres,surp Sea 8 Product Modal, Number or Name Product Description Contract Expiration Dab In HV ,Outside HVHZ Nub tii a "ura 6 f.Thera-Tm Fiber-Clasalo and Smooth -Star Nominal 88A'39;0&qud;NOMmPad&qua; Opaque 12131=21 No Yea No NIA 9 i. Therma-Tm Fiber -Classic and Smooth•Star Nominal 68N39;8&quotNon-Impactliquok Glazed 12/312021 No Yes No N/A Curial, Assurance Approved for use, go A2d for Use I peeail Composite Edge Fiberglass Single Dow Composite Edge Fiberglass Single Door or Product Model. Nasal w Nm Product DescriptionCohntract Expiration Date on OUMMO HVHZ fteslatent Pressure (Inswing/Outswing; X configuration) (Imwkg/Oulewi g; X configuration) 14 n. Therms-Tru Fiber -Classic and Smooth -Star Nominal 88338;0 SquotNon-Impad8quot,, Glazed 12131=1 No Yea No N/A Composite Edge Filbrgbse Single Door Search Criteria Ssemh Criteria (lmwkg/Oufswing; X configuration) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FUN52254t4 Coda Entity or Data Dab Dab Pending Data MM Version Manufacbror contact Enpinwr&License Validated By V Vichy S99m1lMd FBC Approval Apnmzed Status Revision 2017 Thera-Tro Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 1220/2017 08212017 12/22/2017 Approved Category: Exterior Doom (419) 290-1740 Management Institute (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies ridrwibrwbidgconaulfents. Compliance Method: Certification Mark or Listing com FLa15225R4 Product, a,ae Product Model. Number or Norms Product DwedoNOn Quality Assuramo Approved for Use Approved for Use Its Design Contract Expiration mt. In HVHZ Oubkla HVHZ Raslafad Prwaune 5 a. &quotSmoothStar&quot and &qua;Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with 12I312021 No Yes No NIA Therme-Tnr&qua; and without Sidekme, Inswing and Oulcwing Search Criteria Florida Department of Business & Professional Regulation Page i of 1 Building Codes and Standards 115=18 Product Approval Application Detail FU/533244 FL1111533241M4 Cod. Eft or Dab Data Deb Pandang: Data Code TYm Version Manu lcelrsL g9lLygl EDateeu & Lk- Validated By Validated Submitted FBC Approval Approved aye. Tag Vamion yanldagerrg Revision 2017 MI Windows and Doom Saint Sitinger Luis Roberto Lomas Severn M. Unch, PE 08/132017 08/112017 08/152017 10/10/2017 Approved Revision 2017 MI Windows and Does Cobpory: Exterior Doom (717) 3653300 PE62514 (717) 317-8454 Cate0o+1': Exterior Doom Subcategory: Sliding Exterior Dow Assemblies baltingeratmiwd.com aubtatepwy: Sliding Exterior Door Assemblies Compliance Mail Evaeatbn Report from a Compliance Method: Evakatlon Report from a Florida Registered Archaed or a Licensed Florida Florida Registered Amhited or a Licensed Florida FL#153324114 Professorial Engineer Product fU15332J114 Product Professional EnglMar Saof Product Model. Mapper or Name S1NayANapags Proust Description Contract Expiration Dee A,wov,d for Use A,orov,d or Its, In HYHZr Oubide HVHZ I81QafS Realm yd Rattan Pressure 8e2e Product Modal. Number or Haan 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 121312018 No Yes No NIA 2 SERIES 420 ALUMINUM SGD 145-3/44liquotx808quot NON -REINFORCED Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 1/5rm18 Product Approval Application Detail n-816332-Rs, FL82514i25 r.90 E MN or Rate 21M Dab Pearl 20 Code TYaa Version Manufacturer Sonya! Emimsr & Liderhse Validated Bw Validated Submitted FBQ A,,-W Aonroved Am& Irypa Van don Mom Revision 2017 MI Windows and Dows Brent Sitinger Luis Roberto Lomas Steven M. Urich, PE 08/132017 08/112017 08/152017 10/1w2017 Approved Revision 2017 PGT Industries Category: Exterior Doom (717) 3653300 PE62514 (717) 317-8464 Category: Exterior Doom Subcategory: Sliding Exterior Dow Assemblies balNngwQmiwd.com Subcategory: Sliding Exterior Door Assemblies Compiler"Method: Evaluation Report from a Compliance Method: Certification Mark or Listing Florida Registered Architect or a Licensed Florida Professional Engineer FLa2514tn Products FLf15332-PA Prodigal, t10 Medal. Number or Nam) ANA Product Mppm. Number or Norm Quality Asawar- p gpllgn Approved for Uso Approved for Use 1, HVRi Dukakis HVNZ Ise ast HWWnt Doe PJeMIo. 10 SGD45Product SGD-5570 (Legg Missile Impact) 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCEDXXX 12P31/2018 No Yes No NIA Search criteria 143&quotx96&quot Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/52015 F1 iaaw7,4x gmla EntityL Q!M Qom Date Pentland Rath T m version Ifismide9el[4L Contact Enolimar & License Waddled By Validated Submitted FBC AODMV.] Approved bus Revision 2017 Cbpay Building Products Company Mao Westerfield In enek Testing Services NA, Gary Pfuanbr 11r292017 08/102017 12/05/2017 Approved Caes"! Exterior Doom (513) 7706g82 Inc. (513) 5196566 Subcategory: Sections[ Exterior Door Assemblies novestemeldColopsy.com Compilrnce, Method: Certl cation Mark or Listing FLa1527945 Products Quality Aseurana Approved for Use Approved for Use Impact Deal Bap i Product Modal. Number w Mom) Product Dimarlatim Contract Exelmdon Q m In j Y Dukakis HVNZ Resistant Pas , 85 085 VIS-09 PAN.2F/53: 73, 75, 84A, 94, 42, 48, 426, 48B, Steel Pan (min. 25 ga.) Singb-Car (up to 9'0' wide) 05121rM8 No Yes No +38 PSFI42 4RST, 6RST, GOSS. GR5S, ARSS. EDSS WINDCODE8t174; W6 Geroge Door PSF Florida Department of Business & Professional Regulation pegs 1 of 1 Building Codes and Standards 1/5ao18 Product Approval Application Detail Florida Department of Business & Professional Regulation Pegs 1. Building Codes and Standards vs2o Product Approval Application Detail Enter w Date Data Dab Pending Data contest E,,Inw a License Validated By Validated Submitted FBC Apprevid Approved aye. Brom Sol Luis Robert Lomas Steven M. Urich, PE =13/2017 08/112017 08/152017 10/10/2017 Approved (717) 3653300 PE62514 (717) 317-8454 beltinger®mlwd.com ouslib Assn arnc. Approved for Use Approved for Use basest Rnlm Prekwt Description Contract Expiration Dam in HVHZ Outside HVHZ Resistant Fes. SERIES 420 ALUMINUM SGD OX, XO, XX 12131/2018 No Yes No WA 988quotx80&qua; NON -REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 11 115=18 EnghLp[ Qlk 20 Data Paneling Dam Contact Encilmor&Lianas Validated By Validated Submitted FBC Approval Aizonntsd Stag Dean Rumk Miaml•Dade BCCO -CER MIamFDede BCCO-VAL 12202017 ll282017 12252017 Approved (941) 486-0100 (786) 315-2590 dmarlc@pgtindudrks.com Quality Assurance, Approved for if" Approved for Use Ise •t D"lan Product Description Contract Expiration In H04Z Oublde HVHZ IyataMnt P18WR Vinyl Sliding Gloss Door 041742021 Ye. Yes Ye. N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FIIM5279 g 94$E Entity or Tors Version Mnuhctir Contact Emkaw&License Validated BV Revision 2017 Clopay Building Products Company Made Westerfield Int9rtek Testing Semites, NA, Gary Pfilehler Category: Exterior Doom (513) 7706062 Inc. (513) 51 M566 Subcategory: Sectional Exterior Door Assemblies mwesterfiekiCdopay.com Compliance Method: Codification Mark or Listing FLa15279415 Products go Qom DaMPwdlm P_aM Valid Submltlad FBC Approval ADpm d status 1129(2017 08/10/2017 12105/2017 Approved Quality Asaurappe Approved far Use Approved car use ittlp.9ot D„Im 22" Product Mppel. Number or Norm ProductDoscdQtlga Contract Expiration Data 1, HvHZ outside NVKZ Resistant Pt@ , 102 102 We-16 PAN-2F153: 73, 75, 84A, 94, 42, 48, 4213, 488, Steel Pan (min. 25 ga.) Double -Car (92't. 16'2' 05121/2028 No Yea No +37 PSFI41 4RST, BRST, GOSS, GR5S, ARSS. EDSS wide) WINDCODE&8174; WO Garage Dow PSF F1.92311I FLM591Jt5 Cod. Entity w We Dab Deb Pending Dale Code Im Version Manufacturer Coldest Engo,er S License Validated By Widened S A,-,d St b. IYpa Version ty tufactmer Revision 2017 PGT Industries Dean quark Miami -Dade SCOO-CER MkmFDade BCCO- VAL 12202017 12/08(2017 12252017 Approved Revision 2017 MI Windows and Doom Category: Windows (941) 486-0100 (786) 315-2590 Category: Windawa subCa sgory: Single Hung druarkQpgtindustries.com Subcategory: Horizontal Slider Compliance Method: Codification Mark or Listing Compliance Method: Certification Mark or Listing 5Prsducle FLf15WI4M5 Products QualNy Assurance Aparovod for Use Approved ter Uae Impact Dwilm agaa Product Model. Number or Name Product Description Contract Expiration Date In.RYHZ oubime.R1DR Resistant P-, ani Product Model. Number or Name 7 SH-55W (Large Mkaib Impact) Vinyl Single Hung Window, 07/30=0 Yea Yea Yee WA 1 HS 188 Fin and Flange Frame Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FLf15332JM4 Code mm Vemim tymdactu Revision 2017 MI Windows and Doors Category: Exterior Doom Subcategory: Sliding Exterior Door Assemblies Compliance Method: Evaluation Report from a Florid. Registered Architect or a licensed Florida Professional Engineer FL8153324M4 Product A29LI Product Nodal. Number w Name 3 SERIES 420 ALUMINUM SGD REINFORCED Florida Department of Business & Professional Regulation peon 1 of 1 Building Codes and Standards szdla Product Approval Application Detail tuna" v or psy Do. 2 Rik contact EmAnsor & License Validated By YIId■d as.mmd tI Apggygd gytl. Brant$longer Luis Roberto Lomas Steven M. Unpin, PE 08/132017 =112017 WIW017 1w10r2017 Approved (717) 365-3300 PE62514 (717) 31764.54 beOYngeramiwd.com gwgmLAREANN ARMOTATOr Ltra APprovatbrUw lmp.d 2i01gai Product Descriallag ContractExpired" Dm in_HVIC uvaa Iilaleterd town SERIES 420 ALUMINUM SGD REINFORCED OXO 12/312018 No Ye. No WA 145.3/4&quotx96&quot Et11153344R4 C Tyne Version Manufacturer Revblon 2017 MI Windows and Doom Cats": Exterior Doom Subcategory: Sliding Exterior Door Assemblies Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Praferesbnal Engineer FLe153324M4 Products gsaa Product Model. Number w Name / SERIES 420 ALUMINUM SOD REINFORCED Florida Department of Business & Professional Regulation Page l of l Building Codes and Standards S2ma Product Approval Application Detail €mtvor Rath Dab DdoPerdiers QaM Genteel Em-&11.lane ValidatdBy Validated gW=md FOCA9p[g1.1 ApprovRd gyli. grant Stringer Luna Roberto Loma. Steven M. Uridh, PE 08/132017 08/112017 081152017 10110/2017 Approved (717) 36533DO PE-62514 (717) 317-8454 beltingeriliMwd.com G-R, A-- Approved for Use A-,d iw the IMROO Rlslaa Product adQjjgn Contract Excretion Dab In HVHZ Outside KVHZ Resistant Pnmwm SERIES 420 ALUMINUM SGD REINFORCED OX, 12/312018 No Yee No N/A XO. XX ge&qua;x961I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pre# 1 of v52e1a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of 1/5Q018 F1t152794tS FUf11279Jt8 Code Entity ar P!y fiat toe cep Enft or Deb no Do" Perdm Data Man, Version Manufacturer carried EnprsdaLAjcsom4 Validated By Validated glWmlmaq EagAaaaad Agg4Yfll 4latlei TYae Yaley6 tya.b.Wnc carried En,k-&Lime Validated Br Validated Submitted FBC Approval APL@.p Stet(. Revision 2017 Ciopay Building Products Company Mark Westerfield Intedek'resting Services KA, Gary Pkehbr 11rffml7 08/10/2017 1 Z10512017 Approved Revision 2017 Ciopay Building Products Company Mark Westerfield Inbrbk Testing Services NA, Gary Pbrhbr I I29/2017 08/102017 1210512017 Approved Category: Exterior Doom (513)770-0062 Inc. (513)51g-0StiB Category: Exterior Dppm (513) 770-8062 Inc. (513) 519-0566 Subcategory: Sectional Exterior Door Assemblies mweemr8sidatdopay.com Subcategory: Sectional Exiedw Door Assemblies mrseaterfieMitlidopaycom Compliance Mehod: Certification Mark or Listing Compliance Method: Codification Mark or Listing FLS15Y79R5 Products Qua IcpD4lcl�E5atW14aGa2 Apo FLat5279e5 Producka Quality Approvedoved for thes, UN Apwlaidle brain Beef - Sena Product lbdN. Nuanberor Nam# QHMwkmw ■FMyld Pressuregeaa Product Model. Number w Norm HvHZ Z Ala %Ll9B. 37 037 W549 PAW2F151: 84A, 94, 73, 76, 1600, 190, 76, Steel Pan (min. 25 gaJ Single -Car (up to 9'0' wide) 05/212028 No Yw No +30 PSFI-32 53 053 W5.18 PAN-2F153t 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (97 to 16'(- osai2028 No Yee No +30 PSF/-30 76V, 4RST; 4RSF, 6RST, BRSF, 2RST, 48. 42, 66, 48B, WINDCODE&0174; W5 Geroge Door PSF 4RSF, 6RST, BRSF, 48, 42, 56,486, 428, 55S, GOSS. wide) WINDCODER9174; W5 Go" Dow PSF 42B, 55S, GDSS, GD5SV, GR5S, GR5SV, AR5S, ARSSV, GDSSV, GR6S, GRSSV, ARSS, AR5SV, EDSS, E05SV ED5S,ED5SV Florida Department of Business & Professional Regulation Pope I fl Building Codes and Standards Sr401a Product Approval Application Detail ELa11e374R7 code Enft o Paw P".. !? H Dole TYBT Version Manufacturer contact Entinear a Llmhuse Validated By Validated aubmad fWARRa tat AlzRoaW Side. Revision 2017 CURRIES Division ofAADG, Inc, Dedic Dave UL LLC Ted Barmen, PE 11/30=17 102812017 120512017 Approved Category: Exterior Doom (641) 494.2844 (305) W84707 Subcategory: Exterior Door Components dove.dedloCasseabloy.w Compllrnce Method: Certification Mark of Listing In FL3115374t7 Producer Auaab A.ourapp, Approval for Ike Am2I4yed.f97Ste taped RQMe seal Product Model. Nuraw or Name Product Description cq■eq(ESpIp■p,Dam In.HtDS RIB ! EMUAIM 1 807. 707, 727, 747, and 847 Single and Palm of Doom Flush, Glazed, and Louvered single and pain of 121312025 Y'na Yw Yea NIA hollow metal doom. FLS153a9JM9 Code LM Version Manuflactu Revision 2017 MI Windows and Doors category: Windows SubCatogwy: Fixed Compliance Method: Certification Mark or Listing FUM5349Jm Products Ala Product Model. Number gr Norm 1 185 PW Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards Nana Product Approval Application Detall Entity or IoM Reid DaMSindlm 201 contact E npinser a Lianas Yelaaffi0t YaIMagO. gW p1ID.d Stec. mayd L�C.AIopLmad Ap Brent Siti r American Architectural Steven M. UriM PE 12r312017 12/31/2017 01 1 ege l09r20 8 AI>poved (717) 3853300 Manufacturers Association (777) 317-0454 belnnger(Mmied.com Qmhw Amu rana r I%Lt LtIM ANMYsd..t¢I pt M elal bastion Product Driscriation Contract Expiration 1. HvHZ $lwail Hamm Preelml 73 x 72 Insulated Gloss 04/032018 No Yes No +&W.60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of 1 1/52018 FT.a764M$ Code Entity or TYpa Version Manufacturer, contact Enainae & Lkaae VAlidaWd Ix Revision 2017 TberaTm Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. pegs 1 of 9&Wls Dow Data Da -pm" go Y.411 5l Subal ed MAabrArai Apumd A WA iw1&=17 1wia2U17 10/22,2017 li 121z017 Approved Category: Exterior Doom (419) 296-1740 PE43409 (813) 7676555 ExteriorRlbn@vbM9consulenta wn En or Dg Daft Data Pending Dole Compliance Method: Evaluation eport from a Contact Eni lnwr & Liana) Validated By Validated SubrsMded FBC Approval Approved item Florida Registered Architect or a Licensed Florida Brant Sa9nger American Architectural Steven M. Urich, PE 01AKIM018 01/03/2018 Validated Professional Engineer (717) $65-3300 Manufadurem Association (717) 317-8454 FLF76404RB Products bsitingerQmiwd.com Quality Assumage Aoprovod for Use AMMOMd lbrgg Waliat Resign Sa a Product Mudd. Number or Nome Product Dwcdotlon cQf"A Exolralion Bab In HVHZ l wag; MIN Praaum 1 e. aquotFelerCbsaio&quot, &quotSmowhStmr&qua;, 6&#39;8 &quot:lmpact&quot Glazed Fbeglaas 12/312021 No Y.6 Yw NIA Gloater Assmancco Approved for its) Approved for Use IImDesign &quwCla.i.Cmfi&quw; or&quotChmrioGmft Single Dow -(X) Inswing or Outawing Configuration ProductBecdWpD Contract Expiration In.IR:IIi Outekis HVHZ Reil4ynt PD.e m Rusb.&quot 73x62 Insulated Glees 02/16/2019 No Yea No +55/-55 iWh CrftrWi Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 of 1 115=18 FLa17498-R2 code LM Yenlon Revision 2017 FLa174994t2 sea 2 Manllfa+mae[ MI Windows and Dow. Cetall Windows Subcategory: Single Hung CompNnce Method: Certification Mark or Listing Products Product Model. NurberwName 185 SH Enter gsffied En,validated air Brent SMnger Amman Architectural Steven M. Urich, PE (717)3853300 Manufacturers Association (717)317-8454 bsMng.,Cnowd.com Quality Aaseranga Product Boreal Contract Exaltation 2& 52x84 Fin/Flange Forme IG/SG Single Hung 10/09r2ole 21M 20 Data Pending Validated Auhmod FOC Approval 12rAM17 12/132017 Approved for Use Aomovad fair Uw In HVHZ Outside HVHZ No Yes Da Apa,,,d Ste. Validated tmggl Design Resident: Pressure No +Bo1-00 Rff434t" c*ft IBM .benign m mlf gux Revision 2017 POT Industries Category: Windows Bobcats": Fixed Compliance Method: Certification Mark or Listing aea Protlihct Yodel. Nuadur w Name 9 PW-5520 (Large Missile Impact) Entity w Data tom Dab Praang 20-- Contact F.aarin[gllam: Validated By YalMated $ilhrsated FallApprove!ApnDa5ld gytpe Dean quark Miami -Dade BCCO - CER Miami -Dods, BCCO - VAL 1220/2017 12/0812017 1225/2017 Approved (941) 486-010D (786) 315.2590 dmgrkQpgtindu6Ufes.wm Quall&AlswercB Approved for User Aoorov,d for Use Impact Doelion Product ation Contract Emimdw Date 1, HVHZ 2WRItlr !Mail ReMya Caeca Vinyl Fixed Window 041302020 Yea Yee Yee WA (D a) C_ CU CD L p L CL O O -il Cl) _ (_0 O '� O O 5_O O ^^`` W CIO 0 \V LL O .0 Cn fi^t'' W � L O � `}9v�a O L Q L c/n -0 //' /U� \/ / a< Z Z W J Cn C: CIO U) O a) (1) O CL CIO CL C �0 a O L V/ Cn U CW G Z Z 4 ^J I..L SHEET NO. PA 1.1 CD CD Cn Ca O -� � O N � O O CU -0 0— O CU CC -0 U -0Product � O ' L = O 1 ■ -9�a ���LICU ♦ � O CU O v / � � ^' '^ di.� fa v! 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UriU, m 10 .,, , aI.oll 10 .,, 1111.11 Approved Category: Windows (717) 365J300 PE-62514 (717) W-8454 Subcategory: Music, bsitNngerQmhvd.ccm Compliance Method: Evaluation Report from a Florida Registered Arch! od or a Licensed Florida Professional Engineer F1.1+535343 Products FIJ281A71 Coe EnOW o oJLb ,Dro Dab Pending D ode Meg version aenifictlL4L Fn..t.,,... & u M �- VdIdabd Da Validated atmmmd FBC Aonroval Apprevd Seta Revision 2017 PGT Industries own Ruark Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 12/05M17 11/152017 12M9/2017 Approved Category: lMndowa (941) 486-01 Do (786) 315-2590 Subcategory: Mullions druark�pgtindastnes.cem Compliance Method: Certification Mark or Listing FLt28i•Rll Products Quality Assurance Approved for Use Aponmmcl for the Im Posion Seal Data In XVHZ Oulaide HVHZ Resistant Pleasure FLt13192R5 Cod. En or Do" 20 1202"AlBa Rate mm version ) to Contact r-Ineer & IJamnse ��0, ( > t dga� Ali" Revision 2017 James Hardie Building Products, Inc. Pingaheng Zhu Ronald I. Ogawa Jahn Student!, P.E. 09/252017 011109/2Ut7 0&2=017 10110,2017 Approved Category: Panel Waft (909) $49-2927 PE-24121 (352) 367-2528 Subcategory: Siding pirgalang.zhu�jartashar Compliance Method: Evaluation Report from a dle.00m Florida Registered Architect or a Licensed Florida Professional Engineer FLa73192-R6 Protlucta RM3192-RS sego! 20 Dow 1 alb jog �gp f contact Vardated By jr $y(�l� try AMR Revision 2017 James Hantle Building Products, Inc. Prisoners Zhu Ronald I.Ogawa John Southard, P.E. 06252017 08AMM17 08282017 101102017 Approved Category: Panel Waft (909) 349-2927 PE-24121 (352) 367-2526 Subcategory: Siding pingsheng.zhu@lameshar Compliance Method: Evaluation Report a dle-pact � Florida Registered Architect or a Licensed Florida Professional Engineer Ft.N13192-a5 Products 99wh Aesunme Approved for the Approved for the Impact Deskm 1 Mullions for All Doom Windows ign Aluminum Mullions 0528/2021 Yes Yes Yes N/A Quality Assurance Aoprovet for Ina ARpfg7.d9..fgr!!et eegkt Doom Quality Assume- Aooroyed for the Approved for Ibis hoped Deakin sea a Product Model. Number or Norm Product Datcirl Contract Expiration Deb In KVHZ Outside HVHZ Rosiats Pressure and Sao 0 Product Model. Number o Name � Product Doscril Contract Expindon in IVH2 Dote ! p-,wauro ¢gjE Product Model. Number or Name PraduclDwcdotlon CaaraetEmintlon Dab In HVHZ Outside HVHZ Rwbbnt Pressure 2 5764 Vertical Aluminum Mullion 12/3112018 No Yes Yes WA 1 Cempbrk Lap Siding fiber -cement lap siding 12/312020 Yea Yea WA WA 2 HardiePlank Lap Siding 1Der-cement by eking 12/312020 Yes Yes WA WA sedch Criteria, ' - Florida Department of Business & Professional Regulation Pave I mt Florida Department of Business & Professional Regulation Papa I m, Florida Department of Business & Professional Regulation Pape 1 a1 Florida Department of Business & Professional Regulation Page 1 Of 1 Building Codes and Standards 115rm16 Building Codes and Standards 115=18 Building Codes and Standards 15=18 Building Codes and Standards 1152018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLA1635M Code EMIN or 20 Data Data Pending Do* FLM1R11 Co a EMIN w Dole Date Dab Pending Data FLt131924RS Code Finder or apt Dag 2ftPanQgia Rep FIL1131WIS 241: Ent* w now rbg Data Pending DOW Mug Version MiOYfindal [ Contact Eopireer & License Wadded By Validated Submitted FSC App[slrsl Apprsmd Afeet mm Version Mariurfiedai Contact Emmnex & IJpame Validated By Vaafag f Submitted FBC Approval A, d SebR just version Ma011likttK Contact Enairea & Licsmse Vdlditw By Validated Submttea MAgM21111 Am- d am& I= Version Manufactu L art Ernst-& Lisa se VaUdabd BY Vatdled Submitted fBCAgrs2d Ap➢!ovd Seca Revision 2017 MI Windows and Doors Brent Sit finger Luis R Lomas, PE Steven M. Ulrich, PE 10232017 10t16/2017 102W017 12/122017 Approved Revision 2017 PGT Industries Dean Ruad Mlami-0ade BCCO- CER Miami -Dade BCCO- VAL 12/0512017 11/152017 12/092017 Approved Revision 2017 Jaynes Hardie Building Products, inc. Pingsheng Zhu Ronald I.Ogakva John Southard, P.E. 082512017 0WOW2017 01f1g2017 10/101M17 Approved Revision 2017 James Hardie Building Products, Inc. Pirgdmng Zhu Ronald I.Ogarea John Southard, P.E. 08252017 OBIOVM17 08/282017 10/102D17 Approved Category: Windows (717)3853300 PE-62514 (717)317-8454 Category: Windows (941)486-01 DD (786)315-2590 Category: Panel Waft (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Waft (909) 349-2927 PE-24121 (352) 387.2528 Subcategory: Mullom bsitNngediiimixd.corn SubCabegory: Mull- druarkCpgtindustdeecom SubCabgory: Siding pirgaheng.zhueiameahar subcategory: Siding pingeheng.zhuClarneahar Compliance Mehod: Evaluation Report from a Compliance Method: Unification Mark or Listing Compliance Method; Evaluation Report from a dle.com Oomplberas Method: Evaluation Report from a dle-com Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida FL11535&M Professional Engineer Products FLt251•R11 Prod uafe Quality Amum ame Approved for Use Aopraved for Use Impact Design Professional Engineer Professional Engineer Quality Aaunnce Approved for Use Approved for Um Imonct Dao1on Sao! 1 Product Modal. Number or Name Mullions for All Doors and Windows Product D arcrionon Contract Expiration Aluminum Mullions 05282021 Dab In-KV Outside HVHZ l Praxsyrq Yes Yea Yes N/A FLt1311i Products Quality Assurance AprNoval hX Use, A92MA for Use IIts Balm FL1713192R5 Produeb Quality Aaunmo Approved for Use Approved for Ih s I1 Dookst Sag t Product Model. Number or Norm Product Dacrlollon Contract Expiration Date In HVHZ Outside MY Resistant Pressure Sag rs Product Model, Number w Name Product Descdotlon Contrast Emialbn DW 1 .D_ 2 r HMZ Rao elam Prauum leg t Product Modal. Number or Name Product Deportation Contract Expiration Data in ervKz Outside HVHZ Rai bnnt Predue 2 5764 Vertical Aluminum Mullion 121312018 No Yes Yea WA 1 Comptsnk lap Siding fber<ernant lap siding 12/312020 Yes - Yea _ WA --i—�-- WA 2 HardisPlank Lap Siding flbertermm by siding 12131=0 Yea Yes WA WA search crated, Florida Department of Business & Professional Regulation Page i of i Florida Department of Business & Professional Regulation Pape 1 m I Florida Department of Business & Professional Regulation P.O. i of Florida Department of Business & Professional Regulation papa 1 of 1 Building Codes and Standards 1/5rm18 Building Codes and Standards 11WAI9 Building Codes and Standards Ifrlo,a Building Codes and Standards srmla Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall FLH527242 Carlo Entity Do% Date Data Pending Dote FLf152724t2 Code Eni w 20 Wb Dab Pendim Data d Cod. Entity or I)-"„ Ruts Use, Pentium Pit Coda EnteY2 Data d>all Dab Panama Pigcn Moat Version ManuG991Ri Cards Eminaa&License Validated BY V,Ikhdd Submitted WcAg innind Ams d Stab. Meg version MaQygctgrer Sim Erialmar&License Valldeled By V,Ndsfd Submitted FBC Approval A,, d Sgha iSEg vordom Manufacturer Sgegt Enpinar&Liceme Valldeted By validated Syprslapd FJfs_Ajififisyk AggatltlLd At" Meg VMalgn Manukew Corded Eppsar&Lic81se Validated By Whistled Submitted FBC Aeerovd Approved Revision 2017 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/042017 10/032017 101112017 12/122017 Approved Revision 2017 Alske Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 101042017 10/03/2017 1a11/1017 12/122017 Approved Revision 2017 GAF Michael Shah RobertNiemimn John W. Knezevich, PE W7721)17 09/21)M17 0928/2017 12/1212017 Approved Revision 2017 TAMKO Building Products, Inc. Kepi Eden Zachary R. Pried Locke Bowden 1001912017 10/052017 10202017 12/1212017 Approved — Category: Panel Walls SubCabgory: Soffits (330) 022-2389 PE-43400 (813) 767-6555 ndprnpson®alske.com Category: Panel Walls(330) Subcategory: So 922-2389 PEJ13409 (813) 767-0555 nthompson�aiskco e.m Cab t g : As SubGabpory: Asphalt Shingles mstl(800) 7663471 PE-59166 (954) 772-0224 etm�gel.cam Codes": Roofing uhCabgory: Unmderlayrtarmffi m ka'beden�mko.com �-74021 (334) 300-1800 Compliance Method: Evakatlm Report from a Florida Registered Anchsed or a lJoeesed FWW o Professional Engineer Compliance, Muted: Evaluation Report from a Florida Registered Architect or a Licensed Florida Profesalonal Engineer Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Compliance Me#": Evaluation Report from a Florida Registered Arddbd or a Licensed Florida Professional Engineer Cz F1015272R2 Products FLa15272R2 Products FLa+0124-R20 Produeb �I j329Rg Product Sett Product Model. Number or Norm Quality Assurance Product Description Contract Expiration Approved for Use Amroved for Use Impact Qealgn Deb in INHZ Outside KVHZ $ Pressure Se9 • Product Model. Number or Name Quality Assurance Product Dacirl Contract Expiration Asorovad for lho Approved for Use lmwA Doskm Data, in HVHZ Outside HVHZ Routed Premium Sant Product Nedol. Number or No ,Qpaapl,daarama Product Descriotim C,� Nast Emia6on Approval for Ua Dab in„HYtij Approawt to, the Qypp4LLUIJ I Iwo fink !pj Qgkm Emma 129LI Product Model, Nurrbor or Name Q-Kft, Assuranc, Product Description Contract Expiration Aperoved fair Usa Approved for Lose Dab In MvHz out" HVHZ l a2RS INIagi DoWed pressure 1 a. &quot;ZT&quot; Soffit Vent or Solid Vinyl Soffit 121312020 No Yes No NIA 2 b. &qud;Wliancs T4&gmek Soffit Vent or Solid Vinyl Soft 12/312020 No Yes No NIA 1 GAF Asphalt Rom Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and 101202018 No Yes NIA WA 6 No. 15 UL Asphalt saturated organic fat 01/072019 Yes Yes WA N/A hotrklge, asphalt shingles Search Cdb.& Florida Department of Business & Professional Regulation Pape I Of I Florida Department of Business & Professional Regulation Papa I oil Florida Department of Business & Professional Regulation Page 1 or I Florida Department of Business & Professional Regulation Pape 1 Of I n Building Codes and Standards 115=18 Building Codes and Standards 1/5rm18 Building Codes and Standards yard+e Building Codes and Standards 1/5=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLi799+942 FU19919R2 FLt189+9R2 FLHa918R2 code mm Version RevW- 2017 FLt16918R2 Manufacturer L.V. Thompson, Inc. dba Thompson Architectural Metals Company (TAMCO) Category: Roofing Subcategory: Roofing Accesaorles that are an Integral Part come Roofing System Compliance MWwtl: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Produeb Ernft w Carded Enaar&Lk- V.Iwdw By Tony Chdstrrwn Zachary R. Pried Locke Bowden (813) 2483456 PE-74021 (334) 3W1800 tony®gometalmollng.com Deg Data Data Pending Deb Yaafatq submitted FBQ Aromal Appro!'d SehR 101102017 101102017 101172017 12/122017 Approved Code Mug Version Revision 2017 MaDSf,,tu L.V.Thompson, Inc. dba Thompson Archdachunl Metals Company AMCO mP Yg ) Category: Roofing Subcategory: Roofing Accessories that are an Integral Pert male Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Entity m cif Emlmer&License Validated By Tony Christman Zachary R. Priest Locke Bowden (813) gometa6 PE-74021 (334) 300-t800 teny�gometelreoflng.cem Data Data Date Pendim Deb Vaadf Submitted FBC Arprwal Approved Stage 1011012017 101102017 1a172017 12/122017 Approved code Mug version Revision 2017 MaoldaWrsr LV. Thompson, Comp Inc. dbe Thompson ArchNaturel Mafals ry: an (TAMCO) Company ) category: Roofing SubWtepory: Roofing Arceseor+ea that ere an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer EMMv ar contact Emrosr&Llama Valkinow 6y Tony Christman Zachary 1 Prat Locke Bowden (813) 2483456 PE-74021 (334) 300-1800 tony�gomebkooMng.cem Qsfg Dip yallyftd Miallpd 1a1N2t117 tala'2(1!7 20-_P--Q ft fr hatts>2el 1at72017 d0. Appinlyd 12I1212017 AMR Approved code Meg Veen Revision 2017 VAnufseWw L.V. Thprompan Inc, tlbe Thompson Arohibcbrel Metals Company (TANGO) Roofing Subcategory: SubCabpory: Roofing Accessories that ere an Integral Pon male Roofing System Compliance Method: Evaluation Report from ■ Florida Registered Amhi ed or a Licensed Flake Professional Engineer Entity ce Contact ED>linser & License V.Bdabd B, Terry 24"5 n Zachary 1 Pdeel (334) Bowden (813) 2483456 PE-74021 (334) 300-1800 tony�gonatelrooanp.com DOW DDOg Dab Pwugm validated Submitted f13C AgLo)fd 1a102017 1a702017 1a172017 Date Apt@Yd 12I122077 1ebR Approved d — ase.ili Product Model. Number or Noma QmMy Aaunura Product Mscdotion Cmusm Ezoiralion Approved K for lho Aomwed for Uses imgfd Jitll➢R DW jp V�11 Oubitls M/HZ R Presaun FL91891BR2 Sap t Pratlude Product Model. Number or Name Quallb Assurance Product Orcdoeon Contract Expiation Approved fir Iho Agror.d for Z 1 ssisto PDeakinressure Dab In NVNZ Outside XVN2 R�g}ii P�eyR F15H691BR2 Sates Products Product Model. 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Number w Nan 9WttCA imdw Product Dreufo6on Contra[ Exointlon O Aoprin M far Use ApgmyW for Ina Om fi�NX2 Ouhkh X1MZ e1gFt dtoshnnt PDailicat — p�yua 1 TAMCO Flat Top Off -Ridge Vent in BaMe for Tie 26 ga. static roof ventilator with beRb 0910912025 Yes Yes WA WA 2 TAMCO Gooseneck Vent 26 ga. 09/0912026 No Yes WA +0/-52.5 3 TAMCO Off -Ridge Roof Vent with Befe 26 ga. static roof ventilator with integrated bate 09IM026 Yes Yes WA WA 4 TAMCO Round Top ODRidge, Vent with Baffle for Tie 26 go. static rod ventilator with haft 09AW026 Yes Yes WA WA -tf O Florida Department of Business & Professional Regulation Building Codes and Standards Page I of I 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Pap.I of I 1/5rm1e Florida Department of Business & Professional Regulation Building Codes and Standards Pop I oft I15=18 Florida Department of Business & Professional Regulation Building Codes and Standards papa 1 of I vsrldta Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail r�n V FIf21550R1 F1i17202-R3 FLt7949R7+ FJ.t7949R11 /7'� Quo. Mt(g version Manufacturer Er t or Codas Eminea & Lkame Vdldd d By D7 Data Dab PeMinp D:g VeIiQSId Submtef FBC A —I Approvd Statue Code M1rst Vw_alon Manufacturer Entity or contact Emlmor & Lkonse Validated By Do D)ab Dab Pending DNq Valilee9 Submt49 FBC Approval A,, d gees l,��k�fe LMyer_sion Mmufww L EndN w contact Emilnaar & LJcame Vslld.bw ly g�P.n Valkla d aukmltd rm_ t App1 d" Abu& CgQg Mug Ver✓ Version Manufacturer EMMr or Contact Epps Validated By Dig Date Dab Pending Wadded Submitted FOC A�Y.M Dig Ap➢�'d status � \\v / Revision 2017 Florida Metal Products Inc. Category: Roofing Subcategory: Roofing Accessories that are an Integral Part ofthe Roofing System Compliance Moped: Evaluation Report from a Florida Registered Architect or a Licensed Florida Clad Jones James L. Bucker, P.E.e Michael John Rhmer, (904) 783.84DO CBUCK Engineering P.E. clatkligamco.com PE-31242 (561) 414.7557 10252017 10/052017 10272017 12M22017 Approved Revision 2017 Lomanco, Inc Category: Roofing SubCabgory: Roofing Accessories that are an Integral Pad of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Andrew Caner James L. Buckner, P.E. Steven M. Urich, PE (501) 982.6511 PE-31242 (717) 317-8454 acaderiQbmaraw.com 12/19/2017 Re -Apply Revision 2017 Boat Roofing / MonfertKeNia Category: Roofing SubCobili Rooms Tles Compliance M.dod; Evaluation Report from a Product Evaluation Entity Thomas Jemmatt IAPMO Uniform Evaluation Gary W. Walker (602) 269-2.288 Servlces LLC. (205) 864-0160 thomasjon-ltMbonl.m m I01182017 10106=17 10121/2/)11 Approved Revlon. 2017 Boral Roofing / Monbn.ifetile Category: Roofing Subcategory: Roofig Tlles Compliance Method: Evaluation Report from a Product Evolution Entity Thomas JemmB IAPMO Uniform Evaluation Gary W. Walker (602) 269-2288 Services LLC. (205) $54-0160 thoma.jor metiCliboral.co m 1aIS2017 IOIDS l017 10212D17 Approved O L ^ F1921511(i Products Prohssbnel Engineer FLa17202R3 Professional Engineer Products 111178494RN Products Quaker Asuuranco Agf49fd.f9Ltlt AD'fl7rad fiomr l!ee lltgaxt IitlIW F11.I7804"I Products Quality Assume AplaaCd„for ,t4! Approved for the bngkY Doollifin CU Sla.i Product Model. Number or Nam Product Description Contract Expiration Dab 111-mm 9 Blailiem Pressure aeg,i ProduetMpal. Number or Name Contract in HVHZ outside 1I, .�yrs Afififilai Sea• 3 Product Mo. Number or Nara nd 3 - FLAMCO &QUd;RV 10 Ridge Vent&quot, Quality Assurarca Product Description Contract Expiration Aluminum Ridge Vents for pitched rooft fabricated 12/312020 Aoproyed for Ua Approved for the dmgrd Din nob In XVHZ Outside HVX2 Robertspressure No Yes No N/A agg.i 1 Product Model. Number or Nana Deck -Air- DA-4 Qui Assurance Product Description Contract Expiration Daft Low Profile, Polypropylene plastic, Roof Vent 07/10/2019 Approved for u.. 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(205) 864-0180 thomas.jemneCaberal.co m 10/1812017 1008017 1021=17 Approved R-Wor, 2017 Products Boral Roofing IMcni*dJh a Category: Roofing SubCsbpory: Roofing Ties Compliance Method: Evakulion Report from a Product Evaluation Entity Thinness Jammed IAPMO Uniform Evaluation Gary W. Walker (602) 2892288 rvk»a LLC. (205) 854-0180 tlemae.jemnmetlilliberel.ce m 101182017 10/062017 10/21/2017 Approved Z Z FLA78494II Products gd794941+t .J gap t Product Model. Number or Nam Qus9te Aaaunma Product Deacdtlon Contract Expiration Data Approvetl for Use Aoamwd for the Indeed R5akin In HV Outside HVH2 Resident Pleasure At" Product Mods1. Number or Nam Ouslib Assurance Product Description Co.tract Exdntian Dw Aopraed for Use Amrovad for U, Invited Realign In HVH Outside HVH2 ResistantPitleyrs lf" Product Nbdel. Number or NUN 9AUkA2MM= J' pfQyQQ saaL3g LwkLSPafyg ApprIDlod.forlMe Alatta ID�rHZ Qg tiya kapok: A21h d jkl" EMEM Awl Product Model. 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W Q Z Q J a SH Ly T NO. PA 1.3 Florida Department of Business &Professional Regulation Pape, or1 Florida Department of Business $Professional Regulation Page 7 or 1 Florida Department Of Business &Professional Regulation Paga, Pf t Florida Department CIO Revision 2017 Sorel Roofing / MonbdJmak Thomas Jemmelt WPMO Undorm Evaluation Gary W. Walker 10l18r1017 10Po8/2O17 1N21/2017 Approved Revision 2017 Global Protection Products, LLC. Tim Robinson Walter T+IIB Jr., P.E. John W. Kne,xvich, PE 09PoBR017 08/352017 09117R017 12/12/2017 Approved Revision 2017 Global Protection Products, LLC. Tin Robinson Welber A. T+Ili Jr., P.E. John W. Knezevich, PE 09PoBr2017 08l31/20T7 De/11r2(I1T 17J72/2017 Approved Revision 2017 All American Shutters and Gbas Mike Barbieri Frank L. Bennemo, P.E Troy Bishop, P.E. 10120I2O17 R.-Apply EngineeCU r cI I I I I mi tor Plot. Cn ProducCz ts rDOW Subngftd oval Application Detail CIO m 23 26 Ga. GullRib Min 26 Ga GulfRib Roadster P-m Tf c1 I�II .�:.Il,'. 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