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6395 Cobble Bliss St
GGprc. ���E'�.S �1gp' -61:5 �` S �v (SIM) I ■ S3 ■ ■ >rz ■ ■Ln :r In - I� I � I I I ■ I ■ ELEVATION -(-) I-U2' i�'F. I 'r I I ELEVATION CAN BE NO MORE I THAN I-I/1' BELOW TOP OF a a EGRESS DOOR THREW. I '" if FIELD VERIFY. LN O I ------------� N r L I '0I'- ' '-0' 3'-4' -0' 4'-9' 3'-10' 4'-9' ' S3 13'-4' I � q b'.g' \� 11'-0' 30'-0' TO GAR WALL 20'-0' 2 PARTIAL FOUNDATION FLAN - ELEV. 11 51I SCALE: 1/4'=1'-O' R+ I 0 no AA \ 53 3'-b'x3'-b' A/C PAD LOCATION (MR 3' ABOVE FNIW GRADE) INDICATES I - 5 VW. FEW IN MASONRY CELL FILLED o SOLID IN CONCRETE. VERT. REINF. SHALL BE WOOM INTO BEAM ABOVE 4 FT& BELOW PROVIDE 25' MM. LAP ISM SPLICED 4 WIRE TOGETHER I ■ I I I I I D. W. I ( I ■ ;. _ I f e 34'b0' w p p pI I CONTROL &NOER th , �- — ■ ELEVATION ,D,Lav � , 83 - O0'4' I ..... ■ __. f:.... , o S3 L J I I FOOTING ONLY REQ W/ OPT, GAS WA 4 PIPE BOLLARD I I I I I I� I ■ I I I I I- - - - - - - - - - - - - WI\IIMiF WII\I� -------------- I'DEEP I 4'-4' 0 I i ■ RE I SS ■ ■ i CONTROL JOINT I. 31'-4' I 3'- -0' I :, 13'-4' I I QI � I" � ■ , ■ NOTE: DE 11/1' DEEP x 13' ~Q5� I ■ 10 ■ I WIDE f L — — — — — — — — — — — — — — ECESS, AND EXTEND 6' o BEYOND AT EA END I '- — — — — — — — — — — — — — — I I — — J e I ELEVATION E NO MORE I TOP OF SHOLD. `" I `r I ELEVATION CAN I THAN I-W' BEL 1: EGRESS DOOR ■ ■ ■ ■ ■ ■ a ■ L". — FIELD VERIFY. ----- i ----J ■ , ■ ■ ■ J J o S3 S3 `" ■ ■ ■ ■ ■ ■ L A 63 63 2' 0' 5'-4' 4'-9' 3'-10, 4'-9' 29'-4' 1'-4' 13'-4' I �OUND�TION PL�4N SCALE: I/4'=I'-0' SYMBOLS BUILDING SECTION KEY (Section No. over Sheet No) INTERIOR ELEVATION KEY (Elev. No. over Sheet Noe DETAIL KEY (Detail No. over Sheet Noe 0 WINDOW SCHEDULE KEY (SEE WINDOW SCHEDULE $HT. ) 0— STRUCTURAL NOTE O —H HOSE BIBS H$. FOUNDATION NOTES: I. SEE SHEET SN FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 3. THE FOOTING IS DESIGNED BASED ON 2000PSF SOIL BEARING PRESSURE. CONTRACTOR/OWNER SHALL VERIFY SOIL BEARING PRESSURE OF THE PROPOSED SITE. NOTE: BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING ISSUANCE OF PLANS FROM TNIS DESIGNERS OFFICE SHALL NOT RELIEVE TFE BUILDER OF RESPONSIBILITY TO REVIM AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDINGS CODES PRIOR TO "ENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADMOICE TO APPLICABLE BUILDINGS CODES SHALL BE BROUGr•Cf TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE CO ts4cEMENT OF ANY CONSTRUCTION MY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER DE FINAL PLANS NAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO TWSE PLANS BY ANY CM PARTY OTTER THAN THE DESIGNERS OFFICE, THE DES&fR SHALL NOT BE HELD RESPONSIBLE. O FOOTING SCHEDULE O MK • SIZE RERFOW--NG DEPTH FI 2'-m' x 2'-W (4) 03 EACH WAY 12' DEEP F2 2'-b' x 2'-&' (4) 03 EACH WAY 16' DEEP 00 CN LO 5YMBOLS BUILDING SECTION KEY (Section No. over Sheet No.) INTERIOR ELEVATION KEY (Elev. No. over Sheet. NO) DETAIL KEY �— (Detail No. over Sheet No) 0 WINDOW SCHEDULE KEY (SEE WINDOW SCHEDULE SHT. ) &— STRUCTURAL NOTE 0 —+ HOSE BIBS N.B. MARK TYPE ROUGH OPENING A 25N 38' X 63' B 35614 54' x by C 24514 (TEMP) 38' x 51' 6' DIA STD. STEEL PIPE FILLED SOLID W/ CONCRETE EMBEDED PIPE PROTECTED `4 V CATALYZED POLYURETHANE CONIC. SLAB, SEE FLAN -7 off'.:: ' 1 J CONC. FOOTING, SEE PLAN 6 MIL VAPOR BARRIER COMP. SOIL, SEE PLAN PIPE 5OLLARD DETAIL SCALE: 1/2'=1'-O' moll Oftl®� I bk BEDROOM 3 8'-0' COGL HET. I � A S3 4 +248 / -210 r PSF 140MPN o I I ENTRY *EGRESS 261 / -290 PSF 1a5MPH I I 8 -0' CL'G. 1 8 ® 2 I I 2' I '-O' 3'-4' 0' b'•8' b'-8' I I «, T 14' WIDE FLAT SOFFIT_ — — —Q — — — 8 30'-0' TO GAR WALL 54' L 1'-4' tm Ib'5Q x 36-H CMU I'-4' COLUMN BASE 20'-0' PARTIAL FLOOR PLAN - ELEV 11811 * * * * NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR AA TO BE AL&M. * * * * * SCALE: 1/4'=1'-0' * * * * NOTE: AJa. STAND DIMENSIONS ALL INTERIOR ANGLE GAS - 6' H x 36' W. x 52' L. WALLS ARE AT 45 DEG. ELEC.: - 24' H. x 36' W. x 62' L * * * * I I * * * * * * ARE,4 T,45ULATION MODEL 2606 LIVING AREA 2516 SF. GARAGE 614 SF. COVERED ENTRY - ELEV. 'A' 51 5F. COVERED ENTRY - ELEV.'5' 156 SF. TOTAL AREA 'A' = 3301 SF. 'B' = 3406 SF. WINDOW 5GkEDULE HEAD HEIGHT CLEAR OPENING 0-8' 33312' WIDE X 2625' HIGH 6'-8' 48312' WIDE X 2615' HIGH 6'-8' 3332' RUDE X 2025' HIGH CLEAR OPENING Sf. SILL HEIGHT 529 SP. 8BI SF. 48 S.F. 2'-b' Q ITEMPIC N N La ii' 1'-0' S'-4' 9'-b' 6' 2' 9' 4' 5'-4' 1'4 (SPAN OVER +242/ -26.4 PSF I (SPAN OVER 10PENINGS) t 26J / -26A PSF 16 MPH A 2 OPENINGS) t +242/ -26.4 PSF I O pk +23.4 / -25b FF 140MPH 26J / -28.4 PSF 1145 MPH © © HJ3. 53 i 6008 TEMP. sw. 14252 / -215 PSF 145 MPH *EGRIES6 p +242 / -26.4 PSF WOMPH +242 / -26.4 F5F 140P1PEI / 26-28.4 FF 145 MPH 16J / -18.4 PSF45 12'-0' 21 sy MASTER SUITE FAMILY ROOM cO 18'-O' x 144' (SIM. SEE NOTE +1 '-0' x"-4' ' 18'-4' x 20'-2' / 8'-0' CLG. FOR MORE INFO) S3 VAULT CL . VAULT CLG. 2'-0' `\ 71` --- —" 'td'Gfa6------------� 2668 1 \ I SLOPE UP 2:12 =j SIR LAv. LAv =� 36'x22 ATTIC I I 1 � 1 ACCESS I 0 l WALL BELOW e - " 10' ,;'' 1 1 — "i' 2`- J I 8' 10' ' 0' 1'-24' 8' 4'-0' I 10'-4' MAS N 2668 ,� �, UJ.I.C. I 1 q 6' I I 0' COUNTER 9: ED I I EXTENSION _ 1 I (s W/OUT UPLIFT Iff co MORE W 1 0l II — ----� 1 1 T �' FLEX T.P. [Lj6'-0' PAN t SIR B'-4' x 11'-0' 5'-0' 1'-2' SL•6' 8 / 5J =6' 44' `n 144' /Y ZL T / CL 8'-4' — FE.4D WGT, l5) SHL O1a.G. r BEDROOM 4 e H V-0' x 124, 2668 6' 8'-0' CLG. HALLWAY 1 V a -0' cLG. `" I I I I ^ I 1 V-4' 6' 0' '=1 3'- ' 4' b' 5'-0' 1'1 ' '" Il'-8' I BEDROOM 2 ao HAN501`1 RY 9NAL r I W-0' x 24, 34 nk c. LAV. 8 -0 CLG. L — — — — B S4 K SIR WA 53 PROVIDE WEATHER r STRIPPING AROUND K PERIMETER OF DOOR (4) SH. S3 PIPE BOLLARD (W/ OPTION GAS WA ONLY) METAL THRESHOLD `^ COMBO SEE DETAIL AR 4' STEP 2' 1 3b'x22' ATTIC I NOTE: W.H. SHALL BE ELEVATED FOY L ACCESS J MN 18' ABOVE GARAGE FF. WV OPTION GAS WA ONLY 7 (SIM. W/OUT UPLIFT I SEE NOTE ri FOR LAV. MORE INFO) SIR Q N +2L4 / -23 — — — — — — e 3 CAR GARAGE D 413J 8 c+l N / 304' x 204' LINE OF GARAGE DOOR 8'-0' CLG. LINE OF GARAGE DOOR N OPEN POSITION N OPEN POSITION — — — — — — — — — I I I I I I I I I I I I I I I I ENTRY I BEDROOM 3 ` K I I I K I I K I 124, x 11'-0' s4 S 54 I6'-0' x T-O' OR GARAGE OR 1 I 8'-0' x 1'- ' O.H. GARAGE DR I e +21.4 / -23.8 +13J / -258 F'SF 145P1PHI , � — *ASS +223 / -253 PSF I WOMPH ® 2 PSF 1140MPH +248 / -21.0 A +242 / -21J PF 114M 261 / -29D PSF I 145MPH I53 2'4' I6'-0' 2'-0' 8'-0' -0' 3'-4' '-0' 6'-8' 29'-4' 2'-0' 5'-4' 13'-4' 01 50'-0' I FLOOR PLAN SCALE: 1/4'=I'-O' DIMENSION CONVENTION BALL & EXTERIOR OPENING DIMENSION -OUTSIDE FACE OF 8" NOMINAL BLOCK 4" FRAME WALL U.N.O. N LMGr=ND VERTICAL REWORGMENT IN C.M.U. SHEAR WALL W/ (I -NO.5 BAR IN GROUTED CELL TYPICAL UNA.t HOOK INTO TIE BEAM AT TOP FOOTING AT BOTTOM) FILL CELL TO ONE COURSE ABV PIPE (No REBAR) CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT TO BE FILLED UNLESS SHOWN ON THE PLAN) 8'-0' TOP OF MASONRY V-4' TOP OF MASONRY BEARING: WALL 2X STUDS i 16' O:C. W/ 1/2' GYP. (UNA. ON PLAN) 50 2X STUD W/ 1/2' GYP. (UNA. ON PLAN) FLOOR fi�L'4N NOTES: 1. SEE PRODUCT A99WVAL SHEETS FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 2. ALL PLUMBNG, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER FBC 1103). 3. *-DENOTES EGRESS WINDOW 4. GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE MANUFACTURER 5. EXTERIOR WINDOWS t DOORS SHALL BE LABELED WITH A PER'1MENT LABEL, MARKING, OR ETCHING PROVIDNG TRACEABILITY TO THE MANUFACTURER AND PRODUCT. 6. LISTED WND PRESSURES AT EACH OPENNG ARE ALLOWABLE STRESS DESGN A PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE DIVIDED BY 0b. 53 1. OPENINGS BETWI=EN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ SOLID WOOD DOORS NOT LESS THM(13/8' N THICKNESS, SOLID OR HONEYCOMU3-CORE STEEL DOORS NOT LESS THAN 13/8' THICK OR 20-MINUTE FIRE -RATED DOORS. 8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLNG FROM M GARAGE SHALL BE CONSTRUCTED OF A MIN. _ NO.26GA SHEET STEEL, I' MNIMIM RIGID NONMETALLIC CLASS 0 OR CLASS I DUCT BOARD, OR APPROVED MATERIAL AND SHALL NOT HAVE OPENNGS INTO THE GARAGE STRUCTURAL NOTES 0 PROVIDE (1) # 5 CONT. IN S' P.C. LINTEL t (1) • 5 IN 8" K.O. BLOCK ABOVE, a FILLED SOLID WITH GROUT. r w 0 PROVIDE 8' P.C. LINTEL t (1) 5 IN 8' K.O. BLOCK ABOVE, FILLED SOLID W/ r GROUT O3 PROVIDE lU # 5 CONT. IN 8' P.C. LINTEL W/ 2' RECESS / (U • 5 IN 8'KO. BLOCK ABOVE, FILLED SOLID WITH GROUT ® PROVIDE (1) 5 IN 8' P.C. LINTEL FILL SOLID W/ GROUT 4.5. O (3)1x4 COLUMN W/ 4-8d TOENAILS TOP t BOTTOM N O6 (2) 2x8 SPR HEADER W/ BLOCKING. PROVIDE (1) 2x6 JACK STUD • EA END OF HEADER O ALKN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-8d TOENAILS TOP t BOTTOM OS (2) 2X8 SPK BEAM W/ USP WOO o COLUMN t USP THD28-2 MASONRY HANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE TRUSS O9 (2) 2X8 SPK BEAM W/ USP THD28-2 HANGER a SIDE BEAM, USING 6-16D t b-IOD NAILS, AND USP WTW20 i INTERIOR COLUMN O 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP PAU44 0 BASE, PROVIDE MIN. 6' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIV. FOR ANCHOR BOLTS NOTE: L POWER BOX LINTEL (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH I REIrFORCEMkNT INFO AS INDICATED ABOVE (REFER TO POWER Box LINTEL CATALOG FOR MORE INFO) ISSUANCE OF PLANS FROM THIS DESK>N£RS 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, DMENISIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THA ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. 00 LO r— ■ft SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS 4�00@79SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 81J8 8F8-06 I BF12—OB 8F16-0B 8F20-08 8F24-08 81`28-06 8F32-08 8F8-16 8F12-1B 8F16-18 BF20-16 8F24-18 8F28-1B 8F32-113 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 m 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547(3s) 7342(19) 8733(19) 10127(19) 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (4s) 6036 (19) 7181(19 8328 (zo) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 1 8360 10394M 8825(14) 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467(44) 6472 (15) 9'-4" (112") PRECAST 554 699 1 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705(3* 6390(47) " 10 —6" (126) PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(,V 4754(4e) 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0- (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1 1733 2058 2320 1 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR129 NR 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 0�0�00@v SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 BRF6-06 8RF10—OB 8RF14—OB 8RF18—OB 8RF22—OB 8RF26—OB BRF30—OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-113 4'-4" (5200) 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 175s 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 1 3966 1167 2481 4567 6389 8060(34) 7917(19) 9311(19) 5'-10"(70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (,o) 8060(39) 7402(19) 8706 (19) 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893(3z 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 ,9 10893(4e 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 1 3129 1 4150 1 5891(47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS SAFE LOAD PLF LENGTH TYPE 8U8 8F8 RCMU 3'-6" (42") PRECAST 1025 1024 1598 4'-0" (48") PRECAST 765 763 1309 4'-6" (54") PRECAST 592 591 1073 5'-4" (64') PRECAST 411 411 745 5'-10" (70") PRECAST 340 339 616 6'-6" (78") PRECAST 507 721 490 7'-6" (90") PRECAST 424 534 363 9'-4" (112") PRECAST 326 512 230 10'-6" (126") PRECAST 284 401 180 11'-4" (136") PRECAST 260 452 154 12'-0' (144") PRECAST 244 402 137 13'-4" (160") PRECAST 217 324 110 14'-0" (168") PRECAST 205 293 100 14'-8" (176") PRESTRESSED N.R. 284 91 15'-4" (184") PRESTRESSED N.R. 259 83 17'-4" (208") PRESTRESSED N.R. 194 64 19'-4" (232") PRESTRESSED N.R. 148 52 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 40 24'-0" (288") PRESTRESSED N.R. 1 91 33 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U—LINTELS ``'"''�� L�, ``•�V`' SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU 4'-4" (52") PRECAST 758 757 1164 4'-6" (54") PRECAST 694 693 1073 5'-8" (68") PRECAST 408 407 655 5'-10" (70") PRECAST 382 381 616 6'-8" (80") PRECAST 595 788 464 7'-6" (90") PRECAST 509 674 363 9'-8" (116") PRECAST 370 490 214 High strength precast concrete lintels designed to be unfilled or filled to fora a composite reinforced beam using concrete masonry units, I 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 must 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 4�05@ugSAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8178-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 3'-6" (42") PRECAST 1569 2655 3524 4394 5263 6132 7001 1569 2655 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 1363 2305 3060 3815 4570 5325 6079 1363 2305 3060 3815 4570 5325 6079 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 1207 2040 2707 3375 4043 4711 5379 5'-4" (6401) PRECAST 1016 171 „ 2276 (4) 2838 1 3399 3961 4522 1016 1715 2276 2838 3399 3961 4522 5-10" (70") PRECAST 909 1567(m) 2080, 2593 9 3107 a 3620 4 4133 (3) 929 1567 2080 2593 3107 3620 4133 6'-6" (78") PRECAST 835 1z 1407(n) 18682, 2329,E 2790,9 325114 3712(1z) 835 1407 1868 2329 2790 3251 3712 7'-6" (90") PRECAST 727 23 1065 zs 1624 31 2025 z9 2426 za 2827 3228 z4 727 1224 1624 2025 2426 2827 3228 9'-4" (112") PRECAST 591 708 zs 1136 34 1474 34 1815 34 2157 2500 34 591 862 1318 1643 1969 2294 1 2619 10'-6" (126") PRECAST 530 575 z4 916 1188 1461 1736 33 2011 530 695 1180 (a) 1472 (4) 1763 2 2055 2346 11'-4" (136") PRECAST 474 504 23 800 3z 1037 ,n 1274 3z 1513 32 1753 32 494 607 1042(,o) 1372 (11) 1643 B 1915 (e) 21 E s 12'-0" (144") PRECAST 470 9 458 724 3, 938 32 1153 3z 1369 3z 1585 3z 470 1 550 940 ,0 1302 1s 1560(,3) 1818(11) 2075 ,o 13'-4" (160") PRECAST 418 ms 386 2z 607 30 785 w 964 30 1143 31 1323 31 428 460 780 (9) 1159 z1 1418 (zo) 1653(,9) 1887 (,» 14'-0" (168") PRECAST 384 , 358 (21) 560 z9 724 30 889 1054 3o 1220 30 410 425 717 (9) 1063 21 1358 1582 zz 1807 z, 14'-8" (176") PRESTRESSED 239 334 (2,) 520 z9 672 zs 825 n 978 zs 1131 246 395 663 9 980 (2o) 1303 zd 1518 zs 1734 24 15'-4" (184") PRESTRESSED 224 313 zo 486 zs 627 (z9) 769 29 911 z9 1054 z9 230 368 616 9 908 (20) 1240 29 1460 z 1668 ZB 17'-4" (208") PRESTRESSED 187 263 ,9 405 521 p 638 756 873 192 306 506 (e) 740 (19) 1005 1271 31 1473 3, 19'-4" (232") PRESTRESSED 162 229 (,) 348 25 447 zs 547 647 zs 747 zs 166 263 429 B 623 (is) 841 za 1059 3o 1227 21'-4" (256") PRESTRESSED 142 204 ,9 307 z, 393 480 568 24 655 24 142 232 373 ml 537 (ij 721 r5 905 n 1048(,) 22'-0" (264") PRESTRESSED 137 197 (m) 295 zz 379 462 g 546 630 137 223 358 513 (,» 688 z4 863 999 ze 24'-0" (288") PRESTRESSED 124 179 (14) 267 y, 342 z, 416 z, 492 z, 567 zz 124 202 1 319 m 455 ,e 606 757 z 876 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U—LINTELS 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 44-45 5140 905 1668 1 2362 3056 3751 1 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 12691s 1797 2326 M 2854 W 3382 3911 675 1 1269 1797 2326 2854 3382 3911 5'-10" (70") PRECAST 655 1207,E 174611 2259 2773 s 3286 3 2799 1 655 1233 1746 2259 2773 3286 2799 6'-8" (80") PRECAST 570 929(s) 1530 198019 2429,9 2879(15) 3329(14 570 1080 1530 1980 2429 2879 3329 7'-6" (90") PRECAST 506 742(16) 1364(3o) 1765(zn 2166(25) 2567(24) 29680 506 898 1364 1765 2166 2567 2968 9'-8" (116") PRECAST 395 468 1s 884 (3z) 1222 (33) 1540(34 1859 x 2180 34 395 560 1 1072 1 1386 1 1701 2016 1 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 0 o a :. CASTCRETE 8F8-0B/1T POWERBOX 8x8-0B/1T B B e d 4_ _ e d -- e' OR 4 e' D •..: O O a CASTCRETE 8F16—OB/1T POWERBOX 8x16-0B/1T E E e C 0 0. e C ,n o. e� OR 4 . HD D eG O 6 o CASTCRETE 8F16-1B/1T POWERBOX 8x16-1B/1T F F e G '4 0. s ,no. D e 0 D e 0 e C '4 e C 4 D D o OR o D e A D e e 0 b 0 �o . CASTCRETE 8RF30-1B/1T POWERBOX 8x30-1B/1T G G e G OR � 0 e '4 Q_ 4 e e D e e O_ _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 • Pc 8' prestressed, 6' and 12' precast lintels = 6000 psi Rebar per ASTM A615 Grade 60 • f'c 4' precast lintels = 3000 psi Prestressing strand per ASTM A416 Grade 270 low relaxation • Grout per ASTM C476 f'g = 3000 psi w/ maximum 7/32 inch wire per ASTM A510 3/8 inch aggregate and 8 to 11 inch slump. Mortar per ASTM C270 Type M or S SAFE LOAD TABLE NOTES 1. All values based on minimum 4 inch nominal bearing, 8. For composite lintel heights not shown, use safe load from Exception) Safe loads for unfilled lintels must be reduced next lower height, by 20 % if bearing length is less than 6-1/2 inches, 9, For lintel lengths not shown, use safe load from 2. N.R. = Not Rated. next longest length, 3. Safe loads are superimposed allowable load, 10. All safe loads in units of pounds per linear foot, 4. Saf e loads based on Grade 40 or Grade 60 f ield rebar. 11, All safe loads based on simply supported span. 5. Additional lateral load capacity can be obtained by the 12, The number in the parenthesis indicates the percent reduction designer by providing additional reinforced masonry above for grade 40 field added rebar, the precast lintel. Example: 7'-6' lintel Type 8F32-1B safe gravity load = 6472 (15) 6, One #7 rebar may be substituted for two #5 rebars in 8' lintels only. w/ 157. reduction => 6472 (,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, F (SPAN OVER 2 OPENINGS) F (SPAN OVER 2 OPENINGS) E + 1 Q E 2) 8'x12'xl/2' ELEV. "A" ONLY NOTE: THE LINTEL PLAN PROVIDED HEREIN BY DANSCO ENGINEERING, LLC, IS INTENDED TO BE USED FOR STRUCTURAL INFORMATION ONLY. UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLAN OUR CALCULATIONS ASSUME A 16" (NOM.) DEPTH BETWEEN THE TOP OF THE TIE BEAM AND BOTTOM OF THE LINTEL. THE NUMBER OF COURSES OF MASONRY PLACED BETWEEN THE LINTEL AND TIE BEAM IS FOR THE LOCATION OF THE TOP OF OPENING ONLY AND IS BASED ON THE ELEVATION PLAN. IN THE EVENT OF A DISCREPANCY THE ELEVATION PLAN SHALL TAKE PRECEDENCE. WE ARE NOT RESPONSIBLE FOR LINTELS PLACED AT THE INCORRECT HEIGHT. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 2594800 N z o M u� z~ W J3 J � Ce 17 CL wolu UJ L LLJ m W ^O � TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WRH bTH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=lOBMPH), 3SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0.18) WIND ZONE THIS DRAWING AND DESIGN D VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRIJCIIJRAL PORTION OF THIS DRAWINGONLY. O 2019 LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. LUPDATES REVISED I 02019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND THE C ENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHR)IfED. REVISION: DATE DESCRIPTION 121217 1.00 bTH D. 07.31.18 1.01 L . A RU LAYOUT 01.25.19 1.02 BEARING WALL NOTE CORIFICAJON 02.07.19 1.03 UcE SIMPS N HlOA IL 4UJ UJ 0 VERSION ,a 31=02.07.19 ya3 •� �a�`��`r.".r�i; Aga u3C�''�,: C� GV rs r o w m J Z O LL1 W U' } 3 W �� =O �� Q LLI = LLi � L1J SHEET TITLE: LINTEL PLAN SHEET INFORMATION: 00 LO JOB NO.: SHEET INFORMATION: 00 LO JOB NO.: 390446 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH GENERAL NOTE$: u Com U RMA MM CME W EPM Un FIDIDWW 815alft WD 4 wpft. L2 KMA MM COM " EDMOK 2011 UDW% OKM W2 4 W1 B UDW3 CME WMVM FOR FIEWOM COMM (ACI W141 14 PaDWS CODE WAAMM *V &WICATION FOR KWW OIRCM (ACI SWO 4 AC4 MAN Lb AMWCAN WCETY OF CIVIL MnPI MW L0ADS MR 5LDW AND OM 5TArM (ASCE 1-101 Vcocm 2J C04" COVMW4 STFMT9 AT 20 DAYS - III FFIE-CAST UT*VW MNOWW40M PS W 212 FIE-W P07M F9faWW-6M F51 213 CfWFERAMMC416-3=FGIVMAX3WAGGWAAMBTOR' OL". 22 FEWOF*b BAR& 211 51K FLACED N PW:C.MT UNITEL AT TPE OF FABWTION A51M Abb (CIM ") 212 SIM N UIR MD *WW K= RACED N FED) ASIM A65 (CRADE 401 23 FPST066VADBA57MA4*1-WS"faEVW2VKSI 2A DETAIL IEWORCM N ACCOR)MCE ON ACI 35, 2b C010111EM MMTM INIALL WIPLY UN ACI ST*VAW& 2b D45 ft MR ASIM AM 3)I`VWW- N CCOWE MAWW INTO (CIW OWL CaM TO ASIM C-W, �MIAL IIEW UN MNM NET AFIEA COVIWIVE ST1119614 2MM 32 MWAR IMALL CNW TO A57M C-2V TYPE If OR V 33 RILL MMAR JOWS AM WAM 3A MN"JM AGOWATE 2"AY C0194SK 611101679 OF CM *V MORTAR WALL NOT BE LB* MM FM - 2W PR MAWW 611"114 %IALL BE ESTAKJM BY M W 6TMM MOD'OK ALTBOIATIVELY, BY TW "M TE6T MMM'11111M LIOM WAMMM PAYE NOT DO W. 4) 5TRICIINAL 41 &ff LaAD VALID APE W= CN LNW 14AYM A KARW5 OF V NN A M*W ACCEInABLE KAFft OP 4FIR RDWA 0"W5 CME 6N EDMOK 20M 1101DEIMAL, 5EC" FAM,63 OR R4WA OULDWs CODE 679 EDM0(2FlNDK55M2ft 42 &NE LOAD VALID bW 04 RATDIAL PM MALYN FM ACI 36 *V ACA bX 43 DBkM MAT EVALM11 C0CWW7W LOADO FF4CM TIE &ff LOAD TA50 BY CAWT105 KA)M NWTW5 MM9 A4D ffM AT d DIISTMCE AUT RW N FACE OF M 61"W, 4A FOR URIB. MT4 AT 6WOR CMAIM VEIVICAI. CELL FILLED = OTH &W *0 MM OK (V 45 ARTICAI. IBM 16 FWM AT EAN BID OP Tff Lm 45 LNTELS IMT ARE WATM TW W-V MW OPM MAT BE FRNIDED 191PORW NPIRM, NOT OE RMED LNtL 2 DAYS #U&W MACM. SAFE LATERAL LOADS (PLF) 8" x 8" LINTELS LENGTH TYPE PLAIN SOLID DIET. A DET. B 2'- 10" Precast 1105 2103 3- - 6" Precast 689 1310 4'-0" Precast 514 977 4' - 6" Precast 398 757 4'-8" Precast 810 2459 5'-4" Precast 430 836 6-101, Precast 356 690 6' - 6" Precast 410 818 7- 6- Precast 303 606 T- 9' Precast 392 1100 81 - a, Precast 363 1037 8--4" Precast 318 981 8'- 6' Precast 234 467 91-41 Precast 192 384 10- - 6" Precast 151 301 ll'- 4" Precast 132 417 12- - 0" Precast ill 370 12' - 6" Precast 98 544 13-4-- Precast 82 298 14'- 0" Precast 71 322 14'- 8" Prestressed N. R. 283 15'- 4" Prestressed N. R. 252 17'- 4" Prestressed N. R. 183 19'- 4" Prestressed N. R. 167 20'- 0" Prestressed N. R. 167 21'- 4" Prestressed N. R. 129 22'- 0" Prestressed N. R. 120 24'- 0" Prestressed N.R. 96 N.R. = NOT RECOMMENDED QUALITY PRECAST LOAD TABLES GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT PLAIN (0)#6L (1)#GU (1)#6L (1)#SU (0)#61- (1)#5U (1)#6L (1)#6U (1)#6L (2)#SU A B DET. A DET. 9 DIET. C DIET. B & C DIET. D Z-10" 1- - 6" Precast- 2 - #2 2 - #2 NONE 2318 1550 3733 3772 3772 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 1436 952 2465 2504 2504 4- - 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 1065 700 1961 2000 2000 4'- 6" T-2" Precast 2 - #2 1 2 - #2 NONE 819 533 1625 1665 1665 4'-8" 3'- 4" Precast (2) D4.5 Wre 2 - #3 NONE 1453 2654 2654 2574 2574 4" 4" 4- - 0" Precast 2 - #2 2 - #3 NONE 931 1247 1319 1301 1301 1 0" 5'. 10", 4'.6" Precast 2 - #2 2 - #3 NONE 817 1024 1161 1151 1151 M5'- 6' - 6" 5- - 2" Precast 2 - #2 2 - #4 NONE 692 1139 1139 968 1 968 7'-6" 6'- 2" Precast 2 - #2 2 - #4 NONE 570 938 938 716 807 7' - 8" 6'-4" Precast (2) D4.5 Wire, 2 - #4 NONE 619 1130 1130 1115 1115 8' - 0" 6'-8" Precast (2) D4.6 Wre 2 - #4 NONE 581 1062 1062 1048 1048 8' - 4" T-O" Precast (2) D4.5 Wire 2 - #4 NONE 548 1001 1001 979 979 8'-6" T-2-- Precast 2 - #2 2 - #4 NONE 483 777 720 552 692 9'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 428 633 639 454 618 10' - 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 368 487 550 356 538 11' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 330 544 544 430 507 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 308 507 507 383 475 12'- 6" 11'- 2" Precast 2 - #3 2 - #5 NONE 312 570 570 391 570 13'- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 270 433 414 308 416 14'- 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 254 388 390 279 376 14'- 8" 13'- 4" Prestressed 2 - #3 2 - #5 NONE N. R. N. R. 470 298 393 15'- 4" 1 14'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. N. R. 426 274 374 17'- 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. N. R. 324 215 322 19'- 4" 18'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. N. R. 252 202 281 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE N. R. 256 255 188 262 21'- 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. N.R. 200 165 229 22'- 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N, R. N.R. 185 155 215 24'- 0" 1 22'- 8" Prestressed 2 - #4 2 - #5 NONE N p I N. R. 149 124 179 N.R. = NOT RECOMMENDED GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1#51- (l)#5U (1)#SL (2)#5U A B DIET. L DIET. M DET. L & M DET. N Z-10" T-6" Precast 2 - #2 2 - #2 NONE 6570* 8333* 6570* 65TY-- 3'- 6" 2'-2" Precast 2 - #2 2 - #2 NONE 4217* 6385* 4872* 4872* 4'- 0" 2'-8" Precast 2 - #2 2 - #2 NONE 3125 7192* 4373 7192* 4'- 6" 3'-Z' Precast 2 - #2 2 - #2 NONE 2400 8507 3397 98��-- 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 6 - 10" 4 - 6' Precast 2 - #2 2 - #3 NONE 2529 5877 1971 5653 6- - 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 4504 4598 1578 4421 T- 6" 6 - 2" Precast 2 - #2 2 - #4 NONE 3314 1 3408 1181 3336 T- 8" 6 - 4' Precast (2) D4.5 Wire 2 - #4 NONE 4456 4456 3785 4427 8'-0" 6-8" Precast (2) D4.5 Wire 2 - #4 NONE- 4047 4047 3443 4021 8' - 4" T - U' 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 1 1897 612 1696 ll'- 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 1742 1742 530 1456 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 1596 1596 476 1300 12'- 6" 1 T- 2" Precast 2 - #3 2 - #5 NONE 1775 1775 1279 1775 13'- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 1365 1365 393 1057 14'- 0" 12'-8" Precast 2 - #4 2 - #5 NONE 1272 1272 360 §�i 14'- 8" 13'- 4' Prestressed 2 - #3 2 - #5 NONE 1272 1893 506 qg�-- 15'- 4" 14'- 9' Prestressed 2 - #3 2 - #5 NONE N. R. 1724 464 915 17'- 4" 16'- 9' Prestressed 2 - #3 2 - #5 NONE N. R. 1330 365 720 19'- 4" 18'- 9' Prestressed 2 - #4 2 - #5 NONE N. R. 1054 348 686 20'- 0" 18'- 9' Prestressed 2 - #3 2 - #5 NONE 1008 1008 1 573 1048 21'- 4" 20'- U' Prestressed 2 - #4 2 - #5 NONE N. R. 308 60-5- 221 - 0" 1 20'- 9' Prestressed 2 - #4 2 - #5 NONE N. R. 798 290 573 24'- 0" 1 22'- 9' Prestressed 2 - #4 2-#5 1 NONE N. R.. 659 245 483 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 24" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (l)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A bET. P bET. Q DET. P & Q DET. R 2- - 10" 1- - 6" Precast 2 - #2 2 - #2 NONE 8243* 10000* 8243* 8243* 3'-6" 2'-2" Precast 2 - #2 2 - #2 NONE 5321* 7708* 6195* 6195* 4'- 0" 2'- W Precast 2 - #2 2 - #2 NONE 3945* 6524* 5263* 5263* 4' - 6" 3'-2" Precast 2 - #2 2 - #2 NONE 3033 6752* 4214 6752* 4' - 8" 3� - 4" Precast (2) D4.5 Wire 2 - #3 NONE 6347* 6347* 6347* 6347' 5' - 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3848 9921 2944 8538 6-1011 4' - 6" Precast 2 - #2 2 - #3 NONE 3164 8183 2443 7066 6'-6" 6 - 2" Precast 2 - #2 2 - #4 NONE 6159 7054 1955 5633 7' - 6" 6' - 2" Precast 2 - #2 2 - #4 NONE 4535 4864 1462 4185 T- 8" 6 - 4" Precast (2) D4.5 Wire 2 - #4 NONE 5967 6603 4657 6477 8'- 0" 6 - 8" Precast (2) D4.5 Wire, 2 - #4 NONE 5430 5524 4236 5756 8'- 4" T - 0" Precast (2) D4.5 Wire 2 - #4 NONE 1 4961 4979 3869 5178 8'- 6" T - 2" Precast 2 - #2 2 - #4 NONE 3471 3702 1139 3236 9' - 4" 9-0" Precast 2 - #2 2 - #4 NONE 2841 3081 948 2675 10'- 6" 9 - 2" Precast 2 - #2 2 - #4 NONE 2540 2797 755 2108 1 l'- 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 2252 2252 653 1 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'- 9' 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 1 2345 626 1237 15'- 4" 14'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2137 574 1134 17- 4" 16'- 9' Prestressed 2 - #3 2 - #5 NONE N. R. 1651 451 89 19'- 4" 18'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1310 430 850 20'- 0" 18'- 8" Prestressed 2 - #3 2 - #5 NONE 1254 1254 702 1271 21'- 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1062 381 751 22'- 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N. . 994 359 0 FT4 �-O - 1 22'- 8" 1 Prestressed 2-#4 2-#5 NONE N. R. 824 302 598 1 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 8" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT PLAIN (0)#5L (1)#5U (1)#SL (1)#5U (0#51- (1)#5U (1)#5L (1)#SU (1)#5L (2)#5U A B DET. DA DET. DB DET. DC DET. DB & DC DET. DF T-8" 2- - 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 848 852 1195 1224 1224 4--0" 2--8-1 2'- 4" Precast 2 - #2 2 - #2 NONE 697 699 1050 1079 1 1079 4'-2-o 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" T-2" 2'-10" Precast 2 - #2 2 - #2 NONE 536 535 887 916 916 4'-8" 3'-4" 3' - 0" Precast 1(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 1 703 694 678 6 8 6 - 10" 4'- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 542 659 668 654 6- - 8" 5' - 4!' 5'- 0" Precast 2 - #2 2 - #4 NONE 446 680 668 530 530 7' - 0" 5' - 9' 5' - 4!' Precast 2 - #2 2 - #4 NONE 419 639 668 478 500 T-6" 6-2" 6-10" Precast 2 - #2 2 - #4 NONE 384 585 668 414 461 7' - 8" 1 6'- 4!' 6'- 9' Precast 1(2) D4.5 Wire 2-#4 NONE 494 627 627 485 532 9- - 8'p 1 8'- 4' 1 8'- 0" Precast 1 2 - #2 2-#4 NONE 279 1 364 627 1 244 343 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 24" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0#51- (1)#6U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DQ DET. DR DET. DQ & DR DET. DS T- 8" 2' - 4" 2- - 0" Precast 2 - #2 2 - #2 NONE 4548* 6188* 6217* 6217* 4'- 0" 1 7-81. 2'- 4!' 1 Precast 2 - #2 2 - #2 NONE 3744 6650* 6650* 6650* 4'- 21' 2'- 10'. 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 6250* 6250* 6250* 6250* 4' - 4" 3 - 0" 2'-8" Precast 2 - #2 2 - #2 NONE 3132 5915* 5817 5915* 4'- 6" a - 2" 2'- 19' Precast 2 - #2 2 - #2 NONE 2880 9783 5361 10000 4'-8" a - 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 51 - lo" 4! - 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 2946 6886 3077 6225 61- 8" 6-4" 5- - 0" Precast 2 - #2 2 - #4 NONE 3798 5096 2320 4485 T-O" 5'- 8!' 5- - 4!' Precast 2 - #2 2 - #4 NONE 4505 4538 2094 4034 T- 6" 6 - T 5'- 19' Precast 2 - #2 2 - #4 NONE 3869 3896 1812 3505 T- 8" 6' - 4!' 6' - 9' Precast (2) D4.5 Wire 2 - #4 NONE 2715 4862 18,% 4178 9'-8" 1 8'-4- 1 8--g- Precast 1 2 - #2 2 - #4 NONE 1563 2400 1 1054 1 2235 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1#51- (1)#5U (0)#5L (1)#5U (1)#SL (1)#SU (1)#5L (2)#5U A B DET. E DET. F DET. E & F DET. G 2- - 10'� l'- 6" Precast 2 - #2 2 - #2 NONE 2615 10000 10000 10000 3- - 65" 2'- 2" Precast 2 - #2 2 - #2 NONE 1609 6039 6093 10000 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 1186 4362 4416 10000 4'- 6" 3-2" Precast 2 - #2 2 - #2 NONE 907 3408 3463 10000 4- - 8" 3- - 4" Precast (2) D4.5 Wire 2 - #3 NONE 4683 5137 5717 5717 5'- 4" 4'- 0" 1 Precast 2 - #2 2 - #3 NONE 2135 2569 2547 2547 6-10" 4'- 6" Precast 2 - #2 2 - #3 NONE 1 1755 2207 2198 2198 6'- 6" 5'- Y�- Precast 2 - #2 2 - #4 NONE 2024 2024 1778 1824 T-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 81-01, 6 - 8" Precast (2) D4.5 Wire 2 - #4 NONE 1792 1792 1862 1897 8'- 4" T - 0" Precast (2) D4.5 Wire 2 - #4 NONE 1679 1679 1699 1776 8'- 6" T - 2" Precast 2 - #2 2 - #4 NONE 1352 1352 1014 1249 9'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 1110 1114 835 1103 10'- 6" 9 - 2" Precast 2 - #2 2 - #4 NONE 858 949 654 949 1 l'- 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 903 903 787 878 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 838 838 699 818 12'- 6" 1 l'- 21' Precast 2 - #3 2 - #5 NONE 1 937 937 685 978 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" 19 - 8" Prestressed 2 - #3 2 - #5 NONE 607 1 607 317 601 21'- 4" 29 - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 443 277 392 22'- 0" 29 - 8" Prestressed 2 - #4 2 - #5 NONE N. R. 414 260 380 24'- 0" 22'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 339 217 345 N.R. = NOT RECOMMENDED GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (l)#5U (1)#5L (1 W51U (1)#5L (2)#5U A B DEr. S DET. T DET. S & T DET. U 2'- 10" l'- 6" Precast 2 - #2 2 - #2 NONE 9916* 10000* 9916* 9916* 3'- 6" 2- - 2" Precast 2 - #2 2 - #2 NONE 6426* 9031* 7518* 7518* 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 4765* 7627* 6366* 6366* 4' - 6" 3'-2" Precast 2 - #2 2 - #2 NONE 3666* 6541* 5031* 5031* 4'- 8" 3' - 4" Precast (2) D4.5 Wire 2 - #3 NONE 7220* 7220* 7220* 7220* 5'-4" 4- - 0" Precast 2 - #2 2 - #3 NONE 4620 5780* 3513 5780* 6 - 10" 1 4'- 6" Precast 2 - #2 2 - #3 NONE 1 3800 6548 2915 5688 6'- 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 7376 10000 2332 4538 T-6" 6'-2" Precast 2 - #2 2 - #4 NONE 5433 7067 1743 3376 T- 8" 6 - 4" Precast (2) D4.5 Wire 2 - #4 NONE 7086 9405 5529 9872 8'- 0" 6-8" Precast (2) D4.5 Wire 2 - #4 NONE 6448 8101 5030 8467 8'- 4" T - 0" Precast 1(2) D4.5 Wire 2 - #4 NONE 5892 7113 4594 7410 8'- 6" 7 - 2" Precast 2 - #2 2 - #4 NONE 1 4159 5073 1357 2615 9'- 4" 9-0" 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" 10'- 8" Precast 2 - #3 2 - #5 NONE 2586 2586 698 1314 12'- 6" 1 l'- 2" Precast 1 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 684 135�-- 17'- 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 1 2023 587 1161 19'-4" 18--0" Prestressed 1 2 - #4 2 - #5 NONE N. R. 1607 513 1015 20'- 0" 18'- 8" Prestressed 2 - #3 2 - #5 NONE 1538 1538 830 1911 21'- 4" 29 - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1168 454 896 22'- 0" 20' - 8" Prestressed 2 - #4 2 - #5 NONE 24'- 0" 22'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 1014 360 714 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1#51- (1)#6U (0)#5L (l)#5U (1)#5L (1)#5U (1)#5L (2)#SU A B DET. DJ DET. DK DET. DJ & DIK 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 1 2817 2861 2861 4,- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 2681 4259 3838 3838 4- - 4" 3' - 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 786 2433 2477 2477 4'- 6" 3'- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 721 2277 2321 2321 4' - 8" 3-4" 3- - 0" Precast (2) D4.5 Wire 2 - #3 NONE 1986 3244 2965 2965 5' - 8" 4'- 4" 1 4'- 0" Precast 2 - #2 2 - #3 NONE 1204 1622 1612 1612 6 - 10" 4 - 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 1388 1552 1544 1544 6'- 8" 5'- 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 1411 1411 1277 1277 T- 0" 5'- 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 1315 1315 1170 1169 7'- 6" 65' - 2" 5' - 10" Precast 2 - #2 2 - #4 NONE 1192 1192 1012 1066 T- 8" 6' - 4" 6- - 0" 1 Precast 1(2) D4.5 Wire 1 2-#4 1 NONE 1346 1346 1225 1253 9'-8" 8' - 4" 8'-0" 1 Precast 1 2 - #2 1 2-#4 1 NONE 1 805 1 782 1 597 1 771 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DT DET.DU DIET. 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* 1 4'- 6" 3--2" Z-10" Precast 2 - #2 2 - #2 NONE 3513* 5833* 5862* 5862* 4'- 8" 3'- 4" 3- - 0" Precast (2) D4.5 Wire 2 - #3 NONE 6073* 6250* 6250* 6250* 5'- 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3716 9710 4002 9749 5- - 10" 4'- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 3582 9125 3763 9167 6'- 8" 5'- 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 4576 7895 2838 6847 T- 0" 5'- 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 5877 6800 2561 5985 T- 6" 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 5072 5623 2217 5034 7'- 8" 6 - 4" 6'- 0" Precast (2) D4.5 Wire 2-#4 NONE 1 3272 7319 2285 6226 9'-8" 8'- 4" 1 8'- 0" 1 Precas 2-#2 2-#4 NONE 1 1886 3192 1301 �-98-2 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 16" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0#51- (1)#5U (1)#5L (1)#SU (0)#SL (1)#5U (1#51- (1)#5U (1)#5L (2)#5U A B DET.H DET. J DET. H & J DET. K 2'-10" T-6" Precast 2 - #2 2 - #2 NONE 4896* 6467* 4896* 4896* 3'- 6" 1 2'- 2" Precast 2 - #2 2 - #2 NONE 3114 8164 4439 8164* 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 2305 8020 3322 8987 4--6" 3 -2" Precast 2 - #2 2 - #2 NONE 1770 5743 2582 6353 4'- 8" 3'- 4" Precast (2) 134.5 Wire 2 - #3 NONE 6614 10000 9053 10000 5'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3478 4460 1806 4275 6 - 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 2863 3693 1499 3577 6'- 6" 5' - 2" Precast 2 - #2 2 - #4 NONE 3227 3227 1201 2939 7' - 6" 6'-2" Precast 2 - #2 2 - #4 NONE 2498 2498 900 2322 T- 8" -0- 6'- 4" Precast (2) D4 5 Wire 2 - #4 NONE 3071 3071 2916 3049 6'- 8" Precast (2) D4,5 Wire 2 - #4 NONE 2831 2831 2651 1 2811 8'- 4" T- 0" Precast (2) D4.5 Wire 2 - #4 NONE 2625 2625 2421 2607 8'- 6" 1 7- 2" Precast 2 - #2 2 - #4 NONE 1946 1934 703 1922 9'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 1593 1674 586 1628 10' - 6" 9 - 2" Precast 2 - #2 1 2 - #4 NONE 1329 1407 468 1285 10'-0" Precast 2 - #3 2 - #5 NONE 1312 1312 406 1104 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 1210 1210 366 986 12'- 6" 1 l'- 2" Precast 2 - #3 2 - #5 NONE 1354 1354 981 1354 13'- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 1045 1045 303 802 14'- 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 978 978 278 730 14'- 8" la - 4" Prestressed 2 - #3 2 - #5 NONE 978 1418 422 830 15'- 4" 14'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 1290 387 760 17- 4" 16 - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 952 326 641 19'- 4" 18! - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 751 266 1 523 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" -T47--O-' 20'-8" Prestressedl 2 - #4 1 2 - ii�-j NONE N. R. 634 226 445 22'- 8" Prestressed 1 2 - #4 1 2 - #5 1 NONE N. R. 522 174 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)#SU (1#51- (1)#5U (0)#5L (l)#5U �,)#5L -(,)#5U (1)#5L (2)#5U A B DET. V DET. W DIET. V &W DET. Y 2'- 10" l'- 6" Precast 2 - #2 2 - #2 NONE lOoOo* 1 OOoO* 1 oOOO* 10000* 3'- 6" 1 2'- 2" Precast 2 - #2 2 - #2 NONE 7531* 1 OGOO* 8792* 8700* 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 5587* 8751* 7490* 7190* Z-6" 3 -2" Precast 2 - #2 2 - #2 NONE 4300* 7565* 5849* 5849* 4--8" 3'-4" Precast (2) 34.5 Wire 2 - #3 NONE 8194* 8194* 8194* 8194* 5'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 5392* 6259* 4084* 4084* 5'- 10" 4 - 6" Precast 2 - #2 2 - #3 NONE 4435 5776* 3387 5776* 6'- 6" 6 - 2" Precast 2 - #2 2 - #4 NONE 5719 10000 2709 5283 T- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 4203 9087 2025 3931 T- 8" 6 - 4" Precast (2) D4.5 Wire 2 - #4 NONE 5473 9564 6402 10000 8' - 0" 6'- 8" Precast (2) D4,5 Wire 2 - #4 NONE 4978 8706 5824 10000 8'- 4" 7- 0" Precast (2) D4.5 Wire 2 - #4 NONE 4546 7957 5320 10000 8'- 6" -P - 2" Precast 2 - #2 2 - #4 NONE 3209 6742 1576 3044 9'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 2621 5257 1310 2519 10'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 2028 4007 1042 1989 1 l'- 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 3630 3552 872 1710 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 3191 3171 783 1476 12'-6" 1 l'- 2" Precast 2 - #3 2 - #5 NONE 2919 3369 2174 3572 13'- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 2535 2605 645 1203 1 14'- 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 2279 2389 609 1133 14'- 8" 13 - 4" Prestressed 2 - #3 2 - #5 NONE N. R. 3232 865 1715 15'- 4" 14! - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2946 793 1572 17'- 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2280 680 1349 19'- 4" 18'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1814 595 1179 20'- 0" 18! - 8" Prestressed 2 - #3 2 - #5 NONE 1737 1737 1 959 1778 21'- 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1474 527 1042 - - restress - - 1 81 497 985 24'- 0" 22' - 8" 1 Prestressed 1 2 - #4 1 2 - #5 1 NONE N. R. 1147 418 829 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 16" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0#51- (1)#5U (1)#5L (1)#5U (0)#SL (1)#6U (1)#5L (1)#SU (1)#SL (2)#5U A B DET. DD DET.DE DIET. DID& DIE DET. DG 3'- 8" 2- - 4" 2- - 0" Precast 2 -#2 2 - #2 NONE 2558 7405 6639 6639 -4'-0" 2' - 8" 2'- 4!' 1 Precast 2 - #2 2 - #2 NONE 1 2104 6071 5464 5464 4--2" Z-10" 2'- 6' Precast (2) D4.5 Wire 2 - #3 NONE 4062 10000 7229 7229 4'-4" 3' - 9' 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'- 8ot 4' - 4!- 4- - 0" Precast, 2 - #2 2 - #3 NONE 2698 2903 2586 2586 5'- 10" 4'- 6' 4-2" Precast 2 - #2 2 - #3 NONE 2533 2754 2461 2461 6'- 8" 5- - 4!' 5- - 0" Precast 2 - #2 2 - #4 NONE 2360 2360 1921 1920 7'- 0" 5--g- 6-4" Precast 2 - #2 2 - #4 NONE 2175 2175 1733 1783 T- 6" 6- - 2" 5- - 10" Precast 2 - #2 2 - #4 NONE 1945 1945 1500 1610 T- 8" 6-4- 6 - 0" jPrecast (2) 134� 5 Wire 2 - #4 NONE 2214 1 2214 1780 1843 9'- 8" 1 8'- 4" 9 - 0" jPrecast 2 - #2 2 - #4 NONE 1250 1 1257 884 1133 FOR B" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 32" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#SL (1)#5U (1)#5L (1)#5U (1#51- (2)#5U A B DET. DW DET. DX DIET. DVV & DX DET. DY 3'- 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 6540* 8675* 8704* 8704* 4'- 0" 2'- 8" 2' - 4" Precast 2 - #2 2 - #2 NONE 5386' 7825* 7854* 7854* 4'- 2" 2'- 10" 2'- 6" Precast (2) D4,5 Wire 2 - #3 NONE 8450* 8450* 8450* 8450* 4'- 4" 3'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 4508* 7026* 7055* 7055* 4'- 6" 3'-2" 2' - 10" Precast 2 - #2 2 - #2 NONE 4146* 6827* 6856* 6856* 4--8" 3'-4" 3--0" Precast (2) D4.5 Wire 2 - #3 NONE 7102* 7250* 7250* 7250* 5' - 8" 4' - 4" 4- - 0" Precast 2 - #2 2 - #3 NONE 4336* 5500* 4733 5500* 5'- 10" 4 - 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 4218 10000 1 4451 10000 6' - 8" 6-4" 5' - 0" Precast 2 - #2 2 - #4 NONE 5356 10000 3356 8207 T-O" 5'- 8" 5'-4" Precast 2 - #2 2 - #4 NONE 6918 9848 3029 7407 T- 6" 6 - 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 5971 8121 2621 6409 T-T 6'-4" 6'- 0" 1 Precast 1(2) D4.5 Wire 2 - #4 NONE 383 10000 2715 9482 9' - 8" 8'-4" 8'- 0" 1 Precast 1 2 - #2 2 - #4 NONE 2211 4137 1546 3779 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE 10, PEI 'PEI imll 'j mumm M UK lug m 19 19 t &:1wwpj4*R� I&IIJ0, i P, , Imp PEI Ems P, :4 P p ;jAsob n 'PEI I m OMEN 0 'o, Lm By -A "NA p p I-PJAWNWPIAM -Ult on NOTE #1: (1) #4 MIN. REQUIRED FOR DEEP BEAM ONLY GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#SL (1)#5U (0)#SL Mau OW&L ( (1)#SL (2)#5U A B DET. DM DET. DN DIET. DM & DN DIET. DP 3' - 9' 2'-4" 2- - 0" Precast 2 - #2 2 - #2 NONE 3552 6213* 6213* 6213* 4--g- 2'- 8" 2'-4" Precast 2 - #2 2 - #2 NONE 2923 9877 5379 10000 4' - 2" 7-10" 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'- 9' 3'- 4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 4037 10000 4925 10000 6-9- 4'-4" 4- - 0" Precast 2 - #2 2 - #3 NONE 3711 4722 2542 4101 5'- 10" 4'-6" 4' - 2" Precast 2 - #2 2 - #3 NONE 3485 4417 2391 3858 6 - 9' 5'- 4" 5! - 0" Precast 2 - #2 2 - #4 NONE 3031 3382 1803 2977 1 - -0- -6-8" 6-4" Precast 2 - #2 2 - #4 NONE 3240 3240 1627 2728 7-611 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 2845 2845 1408 2423 7' - 8" 6o - 4" 6 - 0" Precast (2) D4.5 Wire 2 - #4 NONE 2163 3342 1425 2856 9 - 8" 8' - 4" 9 - 0" Precast 2 - #2 2 - #4 NONE 1241 1771 -T 80-6 1633 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE SAFE LATERAL LOADS (PLF) 8" x 8" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE PLAIN SOLID DET. DA DET. DB 3'- 8" 2' - 4" 2'-0" Precast 689 1185 4'-0" 2'- 8" 2'- 4" Precast 570 979 4' - 4!' 3'-0" 2- - 8" Precast 479 823 4'-6" 3'-2" 2'-10" Precast 441 758 5' - 8" 4'- 4" 4'- 0" Precast 418 733 5'- 10" 4'-6" 4' - 2" Precast 393 689 ro' - 8" 5'- 4" 5'- 0" Precast 389 783 7'- 0" 5'- 8" 5'- 4" Precast 386 694 7- 6" 6'-2" 5'- 10" Precast 334 601 9'-8" 9-4" 8' - 0" Precast 197 354 FOR 8" WIDE x 6" HIGH LINTIELS, USE THE SAME TABLE LOAD VAWES ABOVE WTE 9 .4 'Add-PAIM PIMP, TYPE DESIGNATION P - PLAIN LINTEL / QUANTITY OF #5 BAR AT S - SOLID LINTEL I FLOWER LINTEL CAVITY [8xl 6-P-1 L / 1 U] NOMINAL WIDTH -J QUANTITY OF #5 BAR NOMINAL HEIGHT AT UPPER LINTEL CAVITY �' A i wm m V"*-4L 00 (D 04 CO 'qq, 04 Lo I-------------------------------o--- ---------------------------- I ' I ' I ' I ' I I � I � (TYP.) i I (TYP.) I � I I yrO OFF -RIDGE �e VENT ' I ' I ' I ' I j RV 1 I I � I � I � I � I � I � I � I � � I I I I I I � I � I I I � ~ I I SLOPE 5:12 SLOPE 5:12 I � I � I ' I O I I � I I ' I ' I NOTE- ' FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF ' SLOPE OR DIRECTION, *0 AROUND ROOF OPENINGS. I I I I I I I I ITYPJ { I -------------------------------- y I O ROOF PENT SCHEDULE: O verify with General Contractor all roof vent locations, quantities, and sizes. Roof vents shall be Installed for a minimum of vented area as listed below or equivalent system per bTI-I ED. (2011) FCC, R806Z Mark Location Roof vents or equal system (6q. 1 fFit vent (sq. Ina RV I Main f 823 843 i SLOPE 5:12 LY i I 9 I I � I I I I I I L------------------------J I ROOF PLAN loll I 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 11I15T HAVE A MAXIMIM SILL HEKaHT OF THICIQESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FRC R103.1 RIDGE VENT STUCCO FINISH 44' MEASIM FROM THE FINISHED FLOOR OF 52b \ THAT PARTICULAR ROOM TO THE BOTTOM OF THE CLEAR OPENING. 12 Fl SHINGLE ROOF PER SPECS. A SEE 12 PLAN SEE PLAN FOR S -6 HEEL HGT. ASSES 2x PIWIWCs AS REQ J/" r_ 2x4 (TYP) SEE PLANS FOR BEAM SIZE m (2) 2x4 FRAMING STUCCO FINISH OVER MTL. LATHE 41/16' OSB SHEATHING 4 FRAMING AS REQUIRED SEE PLANS FOR POST SIZE POST TO CM CONNECTOR sE AN REFER TO PLANS 2x4 SILL FRAMING M (TYP) 2Xb (TYP) STUCCO FINISH SEE FOUNDATION PLANS FOR FOOTER SIZE 0'-0" FIN. PLR. COLUMN DETAIL SCALE: 1/2' = I'-O' F�i I -IFEN 12 `� 11 5 OFF -RIDGE VENT � 5 SHINGLE ROOF PER SPECS. 5TUCCO FINISH SEE DET. B/SNI FOR WEEP SCREED INFO F. FLOOR ELEV. 04' — — — — — — — � R��R �L�1��4TION II�II SCALE: I/8'=i'-0' � BUI�DINC� SECTION SCALE: 1/s'=P-+a' I FRONT �L���TION II�B SCALE: I/4'=I'-0' SEE DET 6/35 FOR COLUMN —� r- 3'-0' � —12 51 , STUCCO FIN15H SEE DET. B/SNI FOR WEEP SCREED INFO — — ISSUANCE OF PLANS FROM THIS DESOM 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 C06TRJCTIOK ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES S 4ALL BE BROI.W TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CON51WIOK ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. F ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESK ERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE 12024 SHINGLE ROOF PER SPECS. n �5 ❑ STUCCO FINISH :o SEE DET. B/SNI FOR — — — — � WEEP SCREED INFO 2 RIC��IT ���V�4TION II�II SCALE: 1/8'=1'-0' RIDGE VENT SHINGLE ROOF PER SPECS. 12 SCALE: 1/ap'■I'-fd' RIDGE VENT T I SEE DET 6/313 FOR COLUMN ISSUANCE OF PLANS FROM THIS DIE61IGNIERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERJFY 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 SIUB,IECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. i lily DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beoch, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com CA 25948 o N Uj QO In z a tn K^ � pp.. U) �'-} Z M Q I-- W W� J C LLl °° W LU zz w to CL Q ci Q w L1J —j — J W p w = co C) un � Z"<` m o 0 UNo� U — N oe `n 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 (Vasd=I08MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0.18) WIND ZONE THIS DRAWNG AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. • 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. • 2019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.12.17 1.00 DAT 07.31.18 1.01 ELEV. A TRUSS LAYOUT REVISED 01.25.19 1.02 BEARING WALL NOTE CLAR N 0207 19 1.03 E SIMPSON Hl OA IL VERSION"4TT1.03 J 0i.07.19 f.S a 1s w r o Z J w O W U' } Q� _� gV Uj _ �10 * * �00 * W >- w Z Q Lit = L . Lu (' v) 0- 1— Ll a, a. W ❑ �1_ ❑ SHEET TITLE: ELEVATION "B" EXTERIOR ELEVATIONS & ROOF PLAN SHEET INFORMATION: JOB NO.: 390446 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 3B Typical 150-200 Amp Electrical Riser Diagram 200A INDOOR PANEL CENTER POWER CO. FEE #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 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 YERFr ALL NOTES, D111ENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COh'F'E aMIT 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 CO tENCEMENT OF ANY CONSTR.ICTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHAM BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE -DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. PARTIAL ELECTRICAL PLAN - ELEVATION 11511 SCALE;: 'b v x ROUGH-N FOR FAN/LIGHT FAN INSTALLED PER SPECS W1. 0 48' FOR IRRIGATION GARAGE LIGHT _ PER SPECS e CLG. OUTLET FOR GD. OPENER .............. __....................... _... O(IF] .. GFJ.0. ....... ...... ... ..... ............. GARAGE LIGHT _ PER SPECS e 0--LLECtRIC ,4L �L�N SCALE: 1/4'=1'-0' WP. GF.I. ENTRY LIGHT PER SPECS RO(JGH-N FOR FAN/LIGHT FAN INSTALLED PER SPECS ROUGH-N FOR FAN/LIGHT FAN INSTALLED PER SPECS ROUGH-N FOR FANLIGHT FAN INSTALLED PER SPECS ELECTRICAL. KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER I06. IIEATHERPIM DUPLEX OUTLET K)Fa, GRUD FAULT INTERRUPTER DUPLEX OUTLET NO: HALF -SWITCHED DUPLEX OUTLET �G SPECIAL POSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SUUTCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH RHEOSTAT 8UTC14 CEILING: MOUINTEp INCANDESCENT LIGHT FIXTUPE WALL MOUNTED INCANDESCENT LIGHT FIXTIBE RECESSED INCANDESCENT LIGHT FIXTURE - � LIGHIT FIXTURE ON PULL CHAIN 4— TRACK LIGHT FLOURESCENT LIGHT FIXTURE 4 EXHAUST FAN EXFIAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) QaQ C14 PES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® SMOKE DETECTOR (:HAIL BE INTERCONNECTED) ® S 0WCARBON MONOXIDE DETECTOR C"INATIONN �4 TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL.) Q THERI'TOSTAT ELECTRIC METER _ ELECTRIC PANEL H!® CO CDJRSE BOX -Aaj- DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c� ROUGH-N FOR OPT. CEILING FAN v � c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH-N FOR OPT. CEILING FAN NOTES L PROVIDE AND INSTALL GRM FAULT CIRCUIT-NTERUPTERS (GF) AS INDICATED ON PLANS. 2. UNLESS OTHERWISE INDICATED, INSTALL SUUTCHES l RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR OUTLETS-14'1 TELEPFIOHEJ4' TELEVI5I0N_14' 3. ALL SMOKE DETECTORS SHALL BE HIARDUUIRED INTO AN ELECTRICAL Pan SOURCE AND SHALL 13E EaJIPPED WITH A MONITORED BATTERY BACIQV PROVIDE AND INSTALL LOCALLY CERTPIED SMOKE DETECTORS SWILL BE LABELED IN ACCOWAKEU. 21`1 AT TPE OF FINAL INSPECTION. 4. ALL RECEPTACLES IN SLEEPING ROOMS SHALT. BE ON A AF.CJ. PROTECTED CIRCUIT. S. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL. WORK IS N FULL COMPLIANCE WITH 2O14 NEC 6TH ED. (20n) FBC, AND ALL APPLICABLE LOCAL STANDARDS, CODS, AND ORDNANCE&. b. ARC FAULT RECEPTACLES N ALL BEDROO'1S PER 2014 NEC. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR = VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 0 01, I CN 00 N LO 0 USP CONNECTION CHART CONNECTION QTY. CONN. CAPACITY (lbs) FASTENERS" PER CONN. HTA20 1 1870 9-10d x 1 1/2" Simpson H10A 1 1015 18-10d x 1 1/2" "Double connectors to be placed diagonally to eacn otner. `'Do not drive nails through the truss plate on the opposite side of the truss which could force the plate off the truss. ISSUANCE OF PLANS FROM THIS DES&M OFFICE SNAIL NOT RELIEVE TIE BUILDER OF RESPONSIBILITY TO REVIEW AND VERFY ALL NOTES, DMENSIONS, AND ADHERENCE t0 APPLICABLE BUILDWG CODES PRIOR TO COMMENCET'1ENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL. BE BROUGHT t0 THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMEN S ENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPL.M WALL BE SUBJECT TO ADDITIONAL FEES. F ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESOM OFFICE, THE DESrAR SHALL NOT BE HELD RESPONSIBL.E. R=bb? USP WTA20 USP WTA20 (INSTALLED TO THIS SIDE OF GIRDER JLO J USP WTA20 + EA TRUSS + MASONRY (TYP) U U CU cu (U LL— (U GIRDER J a ----------------------------------------------------------I USP NTA20 + FA TRUSS a • MASm (TYP) Z I I o I BD 8'-0' CEILING 9'-4' CEILING i .2/12 VAULT CLG. 6 t6 I I I I I I I I o Z a 1 I 3 oWo z 0 CD 8'-0' CEILING 9'-4' CEILING 8'-0' CEILING Ta 8'-0' CEILING a ]C W FY + aMMAS NRY (TY 9'-4' CEILING a w HU m CHASE H gG 9'-4' CEILING a 3 _ Li 0 I USP WTA20 R = 3069� M D W/ USP RI7bLISP WTA20 R = 480401(SIM, U = 1066� U = 1619� ILO WSW) 2x4 SYP 12 SCAB ATTACHED USP WTA20 SHEATHE ROOF t0 TOP CHORD W/ 10d NAILS Is 6' ? PRIOR TO OVE75UILD 0 D 55 it USP HT40 is EA TRUSS + MASONRY (TYP-) r USP NTA20 + EA TRUSS + MASONRY (TYP) a 8'-0' CEILING HIOA + EA TRA ?RllSS 5 ROOF FRAMING PLAN 111311 +BEAM I SCALE: 1/4'=1'-0' 4 (SK Uy BEAM ILO 55 ME FOWALL) 13'-4' 01 I DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.donscoengineering.com CA 25948 R = IW& U a° Z USP NTA20 zaLn Z �bagM a dF00 ZH Wz3 J O LU 0e m Z LU O Q :�i W V)_ LU _I — J O I U aol C LU LU L J ZQ`CID m De Q O O Q U •o L0 W N U c� No e ::E M Q TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (VGsd-108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = s0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WRHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHORED. REVISION: DATE DESCRIPTION 12.12.17 1.00 UPDATES 07.31.18 1.01 ELEV. A TRUSS LAYOUT L RUE— 01.25.19 1.02 BEARI A 02.07.19 1.03 ,:e9444RkA2dY,�.:,. VE AI NV! 1. ; 4 02.07.19 ,r A P ���RBJ07GiAL4'B� " c� c. V f.� C= N TRU55 FRAMING NOTE5 � ALL CONNECTIONS PER USP CATALOG (LATEST EDITION) - U.N.O. CONTACT ENGINEER FOR ALTERNATE CONNECTIONS O O z Q U _ o USP RTA20 (INSTALLED TO LU 5 Z 3: tH15 SIDE OF y Q v = Cq g CN GIRDER) PRE-ENGINEERED WOOD TRUSSES SPACED a 24' O/C 2 LU w cA _ 10 } 00 • TYPICAL, UNLESS NOTED OTHERWISE Z a w = W L W A � I— d: a- a: 3• SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF W ❑ ❑ INFORMATION. SHEET TITLE: TRUSS TO TRUSS ATTACNMT PER TRUSS MANUFACTURER �,• ROOF FRAMING PLAN ELEVATION "B" UPLIFT VALUES 51-10% ARE CALCULATED BASED ON SHEET INFORMATION: CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM JOB NO.: 390446 TRUSS MANUFACTURER'S VALUES DATE ISSUED: 04.04.19 1� Ilk F TINE CONTRACTOR, TRUSS MANUFACnM OR OTHER DESIGN DRAWN BY: JH SIMPSON HIOA' EA TRUSS PROFESSIONALS REVISE TEE SHOIUN NFOR ATION, DANSCO REVIEWED BY: TH + BEAM (TYP) ENGINEERING, LLC 15 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOOAVS FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO CO tENCEMENT CF THE PROJECT. 5 B 2 1" 2" )KNOTE iv FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS, IF NOT, iv _ N 00 DETAIL TO BE BUILT W/ STUCCO, 1" DAN SCO c 1 1 1 �" I 3 VARIES 4 ENGINEERING, LLC _ = i14 3" &DE P.O. BOX 3400 Apollo Beach, Florida 33572 p.613.645.0166 f. 813.645.9698 www.donscoengineering.com CA �„ Z W p � n D InTa A< N =T0 0� 1" 2" OPENING VARIES 2ZDE EDGE OF ❑PENING VARIES In „ 2 31" 11" 34" ���3" r 1" 1fl 1n M M 1n 1n 4n ^t7IV F41 I �� IF6 EF7 F8 Z �c° Z Z �3 CAP s" 2" 1-112" THICK S 1' RADIUS r' )KNOTEI 1'-6" 2j" cIS' 3 1/2' 1/2" RADIU � FOAM TO BE USED ONLY WHEN REQUIRED BY RADIUS 3/4 RADIUS---,.- 1'_5 fl = v COMMUNITY SPECS. IF NOT, DETAIL TO BE BUILT W/ rR4 1" 1 4" w rile STUCCO, w 1/2' RADIU 1n 4" VARIES = tilt/ �"� _' n Z W = Q VARIES ` �n Q F11 �14 LU w�J� 21" VARIES VARIES Lu 1 VARIES W W 1 1/2' RADIU 0 10" 6" N 2k 3" Q`oQ o 2 1/2' RADIUS fl 1 OPENING VARIES 2n 2" EDGE OF 11 2 b' m _ •� 0 U U 1 W L Q o• W U(y) � ❑PENING �. � M Z Q BASE F 9 F10 211 2n F12 F131 F151 VARIES NOTE, 2'�" 521fl 1 5n 5 " • FIN, TO LOOK & •FOAM/ EPS ACCEPTED HAVE TRADITI❑NAL SMOOTH FINISH MATERIAL IS THIS DRAWING AND DESIGN 6 VALID FOR 12 MONTHS AFTER THE DATE TT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION Sin 1'-10" 3'-8" OFTHIS DRAWINGONLY. 4" 3'-0" qn :PRO UCED I CORP.-THISAN PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. qn 10" 3n = - OD I f0 I R <D 1 n 10" 1'-q" 10" ® 2019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND ` 2 " sp 2" + THE CLIENT ON THIS PROJECT. PRODUCTION PROHIBITEDANY. OR UNAUTHORIZED USE LS PROHN REVISION: DATE DESCRIPTION T `o 12.12.17 1.00 FB UPDATES 07.31.18 ELEV. E TRUSS LAYOUT 1.01 ;t F20 ^ 01.25.19 BEARING WALL NOTE 1.02 RIF r- e rn {r" 02.07.19 1.03 U IM A I 2" q" 3n JA 1" �1 fl VERSION NO. 1.03 / 02.07.19 CNIR7a" 2 1" ZD 00 _ 1" 1" F17 F18 F19 F21 F 2 3 `v F2.4 1" V-2" 3" 3� 1" N� iw 00 1'-0" 4" , 00 N� L� 2" GENERAL NOTES: F25 F27 1fl • 1.5 LBS DENSITY STYR❑F❑AM w • ACCRYLI❑C AT SANDRFINISH COAT) SHEET TITLE: FOAM TRIM DETAILS SHEET INFORMATION: JOB NO.: 390446 DATE ISSUED: 04.04.19 DRAWN BY: JH i„ _ °D REVIEWED BY: TH 24 6 IF261 IF301 IF311.1 C0 CD - O i Ob N LO r— I 1. 5PEGIFIGATIONS 1. 1. CON5TRUGTION 1, 1. 1. AGI 519-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. A5GE5/AG1 530-13, TM5 402-16 4 A5GE61AGI 530.1-13, TM5 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1.3. A5TM C-270-12o, C-4-76-10, AND G110-14 SPECIFICATIONS FOR MA50NRY STRUCTURES 1.1.4. NATIONAL PE516N SPECIFICATIONS NOS) FOR HOOD CONSTRUCTION, 2015 EDITION, ANP ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (201-7) 1. I.b. "MANUAL OF STEEL CONSTRUCTION, ALLOHABLE 5TRE55 DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (A15G) 1. 7. "DE51 ON SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE TRU55 PLATE INSTITUTE TPI 1-14. 1.2. DE51 ON : 1.2.1. AGI 515-14 BUILDING, CODE REQUIREMENTS FOR STRUCTURAL CONGRETE 1.2.2. A5GE5/AGI 530-13, TM5 402-16 1 A5G'Eb/AGI 530.1-13, TM5 602-16 5PEGIFIGATION5 FOR MASONRY STRUCTURES. 1.2.3. A5TM G210-12a, G476-10, ANP GcIO-14 SPECIFICATIONS FOR MA5ONRY5TRUGTURE5 1.2.4. NATIONAL DE51ON 5PECIFIGATION5 (NOW FOR HOOP GON5TRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYHOOD DESION SPECIFICATIONS (APA) 1.2.(0. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FE3G), 6th EDITION (201-7) SHOP DRANIN05 : 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE OE515N PLANS BY OTHERS DURING THE PREPARATION OF SHOP PRAV41NC-75 HITHOUT HRITTEN APPROVAL FROM THE ENC71NEER OF RECORD. 1.3.2. ALL SHOP ORAHIN65 ARE To BE SUBMITTED To THE ENC71NEER OF RECORD PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION. 1,3.3. ALL ROOF AND FLOOR TRU55 SHOP PRANIN65 ARE To BE 516NED AND SEALED BY A FLA. RE67. PE. AND SHALL INCLUDE : DRAHIN65 AND CALCULATIONS, REACTIONS AND BEARINO POINT5,13RACINO REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRU55 MEMBERS. 2. PE510N LOAD5 THIS STRUCTURE HAS BEEN DE51ONED IN ACCORDANCE HITH THE 6th ED. (201-1) FLORIDA BUILDING GOPE, RE510ENTIAL BUILDING GATE&ORY: 11 2. 1. DEAD LOADS: ROOF TILE (TG=15P5F, 56=10f;SF) ASPHALT SHINGLE (TG=-7P5F, B(_=IOP5F) METAL (TG,=IOP5F, Br-=IOPSF) FLOOR TILE (CERAMIC, 1/2" MORTAR BED) CARPET OR HOOD 2. 2. LIVE LOADS : ROOF FLOOR ONE- ANP THO-FAMILY PHELLIN65 UNINHABITABLE ATTIC, NO STORAGE UNINHABITABLE ATTIC, LIMITED STORAGE HABITABLE ATTICS, SLEEPING AREAS OTHER EXTERIOR PECKS RAILING - NONGONCURRENT LIVE LOAP REDUCTIONS 2. 5. ROOF 5NON LOAD DATA: GROUND 5NOH LOAD, 1-9 2.4. HIND LOADS: BA51G HINIP SPEED, V (3-5EG. OUST) HINE? EXP05URE INTERNAL PRE55URE COEFFICIENT r-4r, DESIGN PRESSURE HIND BORNE DEBRI5 PROTECTION 2. 5. 5E15MIG DE51ON DATA: SEISMIC IMPORTANCE FACTOR, Is SEISMIC R15K CATEGORY MAPPED SRA, 55, 51 51TE GLA55 PE516N SRG, 505, 5F,)) SEISMIC DESIGN GATEC-ORY BASIC 5FRS DESIGN BASE SHEAR, (UNFArTORED) SEISMIC RESPONSE COEFFICIENT, G5 RESPONSE MODIFICATION FACTOR, R ANALY515 PROCEDURE 2. FLOOD DE51ON DATA: DATUM FLOOD ZONE EASE FLOOD ELEVATION: LOHE5T PROP05EP FLOOR ELEVATIONS 5. DEFLEGTIONS: LIVE LOAD TOTAL LOAD 4. MATERIALS 4 . 1. REINFORGINO STEEL 25P5F I-1P5F 20P5F 25P5F 15F:15F 20P5F IOP5F 20P5F 30P5F 4OP5F SAME AS OCCUPANCY SERVED 50PLF OR 20OLE3 PER CODE N/A 140MPH (Vci5d=IObMPH) G +/-0.15 SEE PLAN 5HUTTER/IMPACT OLA55 rej N/A A N/A N/A MA50NRY HALLS N/A N/A N/A ELF NAVO55 I.X1. N/A N/A L/360 L/240 4.1.1. REINFORCING STEEL SHALL BE A5TM A615/A615M-Oci &RAPE 40, F'y = 40 K51 4.1.2. LAP SPLICE SHALL BE AS FOLLOH15: #5 BAR 25", #4 BAR 20", #3 BAR 15". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE GENTERLINE OF EACH 13AR EXCEPT HHERE THE COVER DIMEN51ON 15 5HONN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DE51ON COVER REQUIREMENTS 3 C,-I-P CONCRETE FORMED AGAINST EARTH 3.1 G-I-P CONCRETE EXP05ED TO EXTERIOR 2" 0-1-P CONCRETE NOT EXP05ED I)V2 GROUT FILLED MA50NRY : Z/4 4. 1. 1. HELPED V41RE FABRIC (KHF): AIO641AIOfb4M-I(ba 4. 1. b. DETAIL REINFORCEMENT IN ACCORDANCE HITH AGI 315-LATEST EDITION. 4. 2. CONCRETE : 4.2.1. CONCRETE TYPE MIN. 29> DAY DESIGN (f'cd MODULES OF ELASTICITY DE51ON (E) G-I-F CONCRETE (NORMAL HEIGHT) 2,500 P51 2,b5O K5I G-I-P CONCRETE (NORMAL 1,4EIC7HT) HERNANDO CO. ONLY 3,000 Psi 5,122 Ksi G-I-F GROUT . 3,000 P51 . 3,122 K51 4.2.2. CONCRETE SHALL CONSIST OF I" MAXIMUM A66REOATE CONCRETE MIX HITH SLUMP 5ETHEEN 6" AND 7 AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL GON515T OF PEA ROCK (31b" MAXIMUM AGGREGATE) CONCRETE MIX V41TH SLUMP BETHEEN b" AND 10" AT TIME OF PLACEMENT. SEE 5PEGIFIGATION5 FOR ADDITIONAL CRITERIA. 4.2.4. CON5TRUGTION JOINTS V41LL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE V41TH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXGLUDINO EXTERIOR HALKHAY5 4 ORIVEKAYS) 3 1/2" MIN. THICKNESS W MIN. REINFORCEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 HHIF IN TOP OF 1-1/2" OF SLAB. FIBER MESH PER DE51ON MIX MAY 13E USED I.L.O. HHF @ CONTRACTORS DISCRETION. 4.2.1 CONCRETE PLACEMENT PRAGTIGE5 SHALL BE IN ACCORDANCE H/ ALL AGI- MGP 201-7 STANDARDS. 4.3. GONGRETE MA50NRY : 4.3.1. FILLED CELLS H/ (1) #5 BAR SHALL BE LOGATEP PER PLAN. 4.5.2. LOAD BEARING CONCRETE MA50NRY BLOGK SHALL BE A5TM GqO-14, TYPE 11 NON -MOISTURE GONTROLLEP. 4.3.5. ALL CELLS 4 CAVITIES BELOH GRAPE HILL BE FILLED I^V CONCRETE IN ALL STEM HALL5 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 P51 MINIMUM 4.3.5. METHOD OF CONCRETE MA50NRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN AGGORDANGE HITH THE5PEGIFIGATION5 AS STATED. 4.3.6. MORTAR SHALL BE TYPE "5" FOR ALL MA50NRY CONSTRUCTION. 4.5.7. MA50NRY ROUGH OPENING MAY VARY IN THE GRO55 SECTION DIMENSION OR ELEVATION DIMEN51ON SPECIFIED ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER SECTION R6063.1.1 4.4. STRUGTURAL LUMBER :_ 4.4.1.1. INTERIOR LOAD 5EARIN5 HALLS 5PF STUD OR BETTER, fb = 6-75 P51, E = 1200 Ks] ALL EXTERIOR FRAMING SPF #2 OR BETTER, Fb = 9515 P51, E = 1,40OK51 4.4.1.2. ALL FRAME HALLS TO BE CONSTRUCTED USING 5PF , STUD QUALITY OR BETTER, UNLESS NOTED OTHERV415E 4.4.2. ALL PLYHOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP I U.N,O. 4.4.3. ALL PLYV4000 USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR HALLS SHALL BE APA RATED SHEATHING EXF I U.N.O. 4.4.4. IF 0513 E30ARP 15 TO BE USED IN PLACE OF PLYHOOD 15 TO HAVE 51MILAR OR GREATER 5EGTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. V4000 IN CONTACT HITH CONCRETE 15 TO RECEIVE A STANDARD ORAPE PRE55URE TREATINe. 4.4.6b. HHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE MANUFACTURER 15 TO SUBMIT SHOP PRAHINC75 TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT V400D TRUSSES IN ACCORDANCE HITH THE "PE516N SPECIFICATION FOR LIGHT METAL PLATE CONNECTED V4000 TRUSSES" BY THE AN51/TPI 1-14, B/_51 2013 4. 4. b. UNTREATED V400D SHALL NOT BE IN DIRECT CONTACT V41TH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARINO LOCATIONS V41THOUT HOOPEN TOP PLATES. 4. 4. q. ALL EXTERIOR FRAME HALLS SHALL BE STUCCO FINISH AND SHALL BE APPLIED IN STRICT ACCORDANCE HITH THE FRC 5EGTION R7033.2 AND V41TH A57r-1 Gq2(b INGLUPIN& THE REFERENCE IN A5TM GcI2ry SECTION 5 TO SECTION XI.4.2 OF THE APPENDIX - _7/a" TOTAL TH16KNE55 APPLIED IN THREE LAYERS (5/&" - 3A5" - 1/6") OVER METAL LATH OVER HATER RESISTIVE BARRIER. THE HATER RESISTIVE BARRIER SHALL INCLUDE A KATER-RF515TIVE VAPOR-PERMEAE3LE BARRIER HITH A PERFORMANCE AT LEAST EQUIVALENT TO THO LAYERS OF GRAPE P PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND SHALL BE ATTACHED DIRECTLY TO THE SHEATHING OVER FLASHING INSTALLED IN ACCORDANCE V41TH THE APPLICABLE BUILDING CODE AND MANUFACTURERS SPECIFICATIONS. CURING TIME FOR 3-GOAT STUCCO, EACH COAT SHALL BE KEPT IN A M015T CONDITION FOR AT LEAST 45 HOURS PRIOR TO THE APPLICATION OF THE NEXT COAT. THE 2NO GOAT SHALL NOT BE APPLIED 50ONER THAN 45 HR5 AFTER APPLICATION OF THE 15T COAT. THE FIN15H GOAT SHALL NOT BE APPLIED 50ONER THAN -7 DAYS AFTER THE APPLICATION OF THE 2NO GOAT. UNLE55 APPLICATIONS INSTALLED IN ACCORDANCE HITH ASTM Gq2b INCLUDING THE REFERENCE IN A5TM Gc`126 5EGTION 5 T05ECTION XI.4.2 OF THE APPENDIX 4.4.10. INSTALLATION OF EXTERIOR LATHING d FRAMING SHALL COMPLY TO A5TM r, 1065 PER FLORIDA RESIDENTIAL CODE R-703.7.1 4.4.11. FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF FRE5ERVATIVELY TREATED HOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE HITH AHPA M 4 4.5. FASTENERS AND TIE DONN5: 4.5.1. FASTENERS AND TIE OOHNS SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, CHANNELS : A5TM A56/36M Ob Fy = 36 Kr,1 ROUND METAL PIPE : A5TM A53/A53M-12, GRAPE 13 Fy = 35 K51 SQUARE METAL TUBING: A5TM A500-13, GRAPE 13 Fy = 4(?K5I HIGH STRENGTH 5OLT5 : ASTM A325-14 MACHINE BOLTS : GALVANIZED A5TM A30-7-12 4.5-2. SHEET METAL ACCESSORIES SHALL CONFORM To : Fy = 33KsIHITH OcIO GALVANIZED GOATINO IN AGGORPANGE HITH A5TM A525-q3. 4.5.5. NAILS SHALL CONSIST OF : COMMON HIRE NAILS V41TH MINIMUM DIAMETER AS FOLLOH5 : bd = 0.151", 10d = 0,145", 12d = 0.14b", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOHN5 EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI-GORRO51VE GOATIN6 BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE POHN5 ARE TO PROVIDE THE UPLIFT CAPACITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE POHNS, BEAM HANOER5,,JO15T HANGERS, AND FLOOR TRU55 STRAPPING ARE TO BE INSTALLED IN ACCORDANCE HITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED 'J5OLT5 USED FOR UPLIFT ARE TO BE HET SET PRIOR TO INITIAL SET OF THE CONCRETE, 5FAGINO AND ALIGNMENT ARE TO BE IN ACCORDANCE HITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. CONCRETE EMBEDDED TIE DOHN5 USED FOR TRUSS AND HALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR HHILE PLACING &ROUT. 4. 5. cl. P05T-IN5TALLED ANCHORS INTO CONCRETE I . PO5T-IN5TALLEP ANCHORS SHALL ONLY BE USED HHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM DAN5GO ENGINEERING, LLC PRIOR TO IN5TALLINC7 PO5T-IN5TALLEP ANGHOR5 IN PLACE OF M155INC7 OR MISPLACED GAST-IN-PLAGE ANGHOR5. 2. CARE SHALL BE TAKEN IN PLAGIN6 PO5T-IN5TALLEP ANGHOR5 TO AVOID CONFLICTS HITH EX15TINO REBAR. 3. HOLES SHALL BE DRILLED AND GLEANED IN ACCORDANCE HITH THE MANUFACTURERs PRINTED INSTRUCTIONS (MPII). 4, 5UE35TITUTION REQUESTS FOR PRODUGT5 OTHER THAN TH05E SPECIFIED BELOV45HALL 13E SUBMITTED BY THE GONTRAGTOR TO PE ALONG HITH GALCULATION5 THAT ARE PREPARED I SEALED BY A RE015TEP-ED PROFE55IONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE 5UE35TITUTED PRODUCT 15 CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE SPECIFIED PRODUCT U51NO THE APPROPRIATE DE51ON PROCEDURE AND/OR 5TANDARD(5) AS REQUIRED BY THE FLORIDA BUILDING CODE. 5. PROVIDE PERIODIC SPECIAL IN5PEGTION FOR THRESHOLD BUILDIN65 FOR ALL ADHE51VE AND MECHANICAL ANCHORS PER THE PRODUGT'5 FLORIDA PRODUCT APPROVAL. (b. CONTACT MANUFACTURERS REPRESENTATIVE FOR THE INITIAL TRAINING AND INSTALLATION OF ANCHORS AND FOR PRODUCT RELATED OUF5TIOt,6 AND AVAILABILITY. CALL 5IMP50N STRONO-TIE AT (&00) qciq-50clq. CALL HILTI AT (&bb) 445-&52-7. -7. MECHANICAL ANCHORS SHALL HAVE BEEN allALIFIED FOR USE IN ACCORDANCE HITH ACI 355.2 AND IGG-ES AGIC13 FOP, CRACKED AND LINGRACKED CONCRETE RECOGNITION. PRE -APPROVED MECHANICAL ANCHORS INCLUDE: A) SGREH; 5IMP50N 5TRON(5-TIE "TITEN-HP" OR HILTI "KHIK HU5-EZ" 5) EXPANSION: 5IMP50N 5TRON5-TIE "5TRONO-13OLT 2" OR HILTI "KHIK E30LT TZ" ADHESIVE ANGHOR5 SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE HITH AGI 355.4 AND 1GG-ES AG305 FOR CRACKED AND UNGRAGKEP CONCRETE RECOGNITION. ADHE51VE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS PER AGI 310-14 P.2.2. HOLES SHALL BE DRY AT THE TIME OF INSTALLATION. ADHESIVES SHALL HAVE MAX. IN-5ERVIGE 5HORT-TERM TEMPERATURE OF 150-F, AND MAX. IN-5ERVIGE LONG-TERM TEMPERATURE OF 110'F (AGI 30 PA.2.1). PRE -APPROVED APHE51VE ANCHORS INCLUDE: A) EPDXY: 5IMP50N 5TRONO-TIE 'SET-XP" OR HILTI "HIT -RE 500-SD" 5) FAST CURE: SIMPSON 5TRON6-TIE "AT-XP" OR HILTI "HIT-HY 200" 4.5. 10. POST-IN5TALLEP ANCHORS INTO MA50NRY 1. MECHANICAL ANCHORS INSTALLED IN 50LID-OROUTED CONCRETE MA50NRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORPANGE HITH IGG-E5 AGOI OR AGIO(9. PRE-APPROVEP MECHANICAL ANCHORS INCLUDE: A) 5GREH: SIMPSON 5TRONO-TIE "TITEN-HP" OR HILTI 'KHIK HU5-EZ" E3) EXPANSION: SIMPSON 5TRONO-TIE "5TRONO-BOLT 2", "HEPOE-ALL" OR HILTI "KHI< 13OLT 3" 2. ADHE51VE ANCHORS INSTALLED IN 5OLIP-65ROUTED CONCRETE MA50NRY SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE NITH IGG-E5 AG55. PRE-AFPROVED ADHESIVE ANCHORS 1NGLUDE: A) EPDXY: 5IMP50N STRON6-TIE "5ET-XP" 5) FAST CURE: 5IMP50N 5TRONC7-TIE "AT-XP" OR HILTI "HIT-HY'70" 5. ADHE51VE ANCHORS INSTALLED IN HOLLOH CONCRETE MASONRY 4 UNREINFORCEP CLAY BRICK MA50NRY SHALL HAVE 13EEN QUALIFIED FOR USE IN ACCORDANCE HITH IGO-E5 AC,59� OR AG690, RESPECTIVELY. PRE-APPROVEP ADHESIVE ANCHORS INCLUDE: A) SIMPSON 5TRONC-7-TIE "SET" OR HILTI "HIT-HY -70" 4. THE APPROPRIATE 5GREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANCHORS INSTALLED IN HOLLON CONCRETE MASONRY OR UNREINFORCED CLAY BRICK MA50NRY AS REQUIRED BY THE ADHE51VE MANUFACTURER. 4. b. 1. MIGRO-LAM STRESS &RAPES SHALL PROVIDE THE FOLLOHIN6 MINIMUM PROPERTIES: E 2,000,000 P51 Fb 2,L150 P51 Ft 1�550 P51 Fr, 500 P51 (PERPENDICULAR) Fo 2300 (PARALLEL) 4.1. STEEL: Fv 2&5 P51 4. 1. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED B-T` AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 1. 2. FABRICATE AND ERECT ALL 5TRUCTUPAL5TEEL IN ACCORDANCE V41TH A.I.S.G. "5PFGIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILPIN65". STRUCTURAL STEEL: A5TM A36136M 05. 4.1.4. STEEL TU131NO: A5TM A500-10, ORADE B. 4.7.5. HELDEP CONNECTIONS: E-70XX ELECTRODES, MINIMUM SIZE FILLET HELPS 3/16", AH5 CERTIFIED HELPERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. HHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HEB STIFFENER PLATES ON EACH 51PE OF THE HEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. THE STEEL FRAME 15 "NON-5ELF 5UPPORTINC7". ADEQUATE TEMPORARY SUPPORT SHALL 13E PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4. b. 50 1 L: 4.5.1. THE FOOTING 15 DE51ONED BASE ON 2000 P5F 501L BEARING PRESSURE. GONTRAGTOR/OHNER SHALL VERIFY 501L BEARIN6 PRE55URE OF THE PROPOSED SITE. 4. &. 2. ALL 501L 15 TO BE CLEAN 4 POISONED FOR TERMITES PER F13G &TH EDITION (201-1) RE51DENTIAL 5EGTION5 R-31b.1, R30.2, R319,3, 4 R30.1 TERMITE PROTECTION - PLANS MUST 5PECIFY TTPE OF TERMITE TREATMENT s 501L CHEMICAL BARRIER METHOD 0 OTHER TREATMENT - MUST SPECIFY PROPOSED METHOD AND 51,15MIT DOCUMENTATION, HHI 5UE35TANTIATE5 THE PROP05ED METHOD, 15 AN APPROVED TERMITE PROTECTION SYSTEM OR METHOD. IF GHEMICAL 501L TERMITE TREATMENT 15 USED 1. FBG 105.11- "A PERMANENT 516N HHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-IN5PEGTION AND TREATMENT CONTRACT RENEHAL SHALL BE PROVIDED. THE 5GN SHALL BE F05TED NEAR THE HATER HEATER OR ELECTRIC PANEL" 2. CONDENSATE AND ROOF POHN5POUT5 SHALL DISCHARGE AT LEAST 1'-0" AKAY FROM THE BUILDING SIDE HALLS. 3. IRRI&ATION/5PRINKLER SYSTEMS INCLUDING ALL R15ERS AND SPRAY HEADS SHALL NOT BE INSTALLED V41THIN 1'-0" OF THE BUILDING SIDE HALL. 4. FBG R31b.-I - IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, CLEARANCE BETHEEN EXTERIOR HALL GOVERIN65 AND FINAL EARTH ORADE ON THE EXTERIOR OF A BUILDING HALL NOT BE LE55 THAN rb INCHES (152 MM) EXCEPTIONS: 1. FAINT OR DEGORATIVE GEMENTITIOU5 FINISH LESS THAN i INCH (1-7.1 MM) THICK ADHERED DIREGTLT' TO THE MASONRY FOUNDATION 5IOEHALL. 2. ACCESS OR VEHICLE RAMPS HHIGH R15E TO THE INTERIOR FIN15H FLOOR ELEVATION FOR THE HIOTH OF 5UGH RAMPS ONLY. 3. A 4-INGH (102 MM) INSPECTION SPACE ABOVE PATIO AND GARAGE SLABS AND ENTRY AREAS. 4. IF THE PATIO HAS BEEN 501L TREATED FOR TERMITES, THE FIN15H ELEVATION MAY MATCH THE BUILPIN& INTERIOR FIN15H FLOOR ELEVATION5 ON MA50NRY CONSTRUCTION ONLY. 5. MA50NRY VENEERS CONSTRUCTED IN ACCORDANCE NITH SECTION R30.4. 5. R31b.1.1 IF 501L TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL CHEMICAL 501L TREATMENT IN51DE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION 15 COMPLETE. (b. R315.1.2 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 501L AREA D15TURBED AFTER INITIAL CHEMICAL 501L TREATMENT SHALL BE RETREATED HITH A CHEMICAL 501L TREATMENT INCLUDING SPACES E30XED OR FORMED. 1. R30.1.3 IF 501L TREATMENT 15 USED FOR51.15TERRANEAN TERMITE PREVENTION, SPACE IN CONCRETE FLOORS 13OXED OUT OR FORMED FOR THE 5Uf35EGUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURP05E SHALL BE CREATED BY USING PLASTIC OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED 501L DISTURBANCE AFTER INITIAL CHEMICAL 501L TREATMENT. R315.1.4 IF 501L TREATMENT 15 USED FOR 505TERRANEAN TERMITE PREVENTION, CHEMICALLY TREATED 501L SHALL BE PROTECTED HITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT AC7AIN5T RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT 15 REQUIRED. ANY HORK, INGLUDIN& PLACEMENT OF REINFORGINO STEEL, DONE AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR 15 POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR P15TURBIN67 TREATED SOIL. q. R31b.1.5 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO ENHANCE VERTICAL PENETRATION OF THE CHEMICALS. 10. R515.1.6 IF 501L TREATMENT 15 USED FOR S-015TERRANEAN TERMITE PREVENTION, CHEMICAL SOIL TREATMENTS SHALL AL50 BE APPLIED UNPFR ALL EXTERIOR CONCRETE OF GRAPE HITH I FOOT (305 MM) OF THE PRIMARY STRUCTURE 51DEKALL5. ALSO, A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION 15 COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIOATION/5PRINKLER INSTALLATION. ANY 501L DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER 15 APPLIED SHALL 13E PRCMPTLY RETREATED. 11. R315.1-1 IF A REC71STERED TERMITICIPE FORMULATED AND REGISTERED AS A BAIT SYSTEM 15 L15EP FOR SUBTERRANEAN TERMITE PREVENTION, 5EGTION R30.1.1, THROUGH SECTION R30.1.6 DO NOT APPLY; HOHEVER, A SIGNED CONTRACT A55URINC7 THE INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITIN65Y5TEM FOR A MINIMUM OF FIVE YEARS FROM THE 155UE OF THE CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED TO THE MILDINO OFFICIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. IF THE BAITING SYSTEM DIRECTIONS FOR US REQUIRE A MONITORING PHASE PRIOR TO INSTALLATION OF THE PESTICIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE MONITORING PHASE COMPONENTS SHALL BE DEEMED TO CONSTITUTE INSTALLATION OF THE SYSTEM. 12. R315.1.b IF A REGISTERED TERMITICIPE FORMULATED AND RE015TEREP AS A HOOD TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTIONS R30.1.1 THROUGH R315.1h DO NOT APPLY. APPLICATION OF THE HOOP TREATMENT TERMITIGIDE5 SHALL BE AS REQUIRED BY LABEL DIRECTIONS FOR USE, AND MUST BE COMPLETED PRIOR TO FINAL BUILPIN5 APPROVAL. 13. R315.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITIGIPE5, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED To HOOP, OR OTHER APFROVEP METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEH CONSTRUCTION. SEE SECTION 202, REOISTEREP TERMITICIPE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOHINe STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE V41TH RULES AND LAH5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 14. R315.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATIN6 CONCRETE 5LAB-ON-6RAPE FLOORS SHALL NOT BE OF rELLUL05E-GONTAININC2 MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM HALL THICKNESS OF 0.010 INCH (0.25 MM), AND 13E SEALED V41THIN THE SLAB U5IN(5 A NON-GORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETKEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDES SHALL BE APPLIED INSIDE THE SLEEVE. 15. R3183 GLEANIN6. CELLS AND CAVITIES IN MASONRY UNITS AND AIR 6AP5 15FTHEEN BRICK, STONE OR MA50NRY VENEERS AND THE STRUCTURE SHALL BE GLEANED OF ALL NON-PRE5ERVATIVE TREATED OR NON -NATURALLY DURABLE HOOD, OR OTHER GELLUL05E-C,ONTAININ6 MATERIAL PRIOR TO CONCRETE PLACEMENT. EXCEPTION: INOROANIG MATERIAL MANUFACTURED FOR CLOSING GELL5 IN FOUNDATION CONCRETE MA50NRY UNIT CONSTRUCTION OR GLEAN EARTH FILL PLACED IN CONCRETE MA50NRY UNIT VOIDS BELOH SLAB LEVEL BEFORE TERMITE TREATMENT 15 PERFORMED. 4. b .5. 501L 15 TO BE GOMPAGTEP TO q5% MODIFIED PROCTOR AS DEFINED BY A5TM P 1557-12el NOTE: BORATE APPLIED TO ALL FRAME MEMBERS NITHIN 24" A.F.F. OR 5ENTRIC,ON S`rSTEM TO BE USED 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING -JURISDICTION "LIQUID E30RATE OR BOR-A-GOR" PRODUCT OR 5ENTRICON SYSTEM, METHODS MUST BE DETERMINED AT PERMIT STAGE . 2) PRE55URE TREATED LUMBER THAT HAS BEEN GUT OR PRILLEP THAT EXP05ES UNTREATED PORTIONS OF HOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. REGUIRED SAFETY OLAZINO IN HAZARDOUS LOGATIONS 5AFETY QLAZIN& (R.E; FRG R30b.4) R30b.4 HAZARDOUS LOCATIONS. THE FOLLOP41NO SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING: 1. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SHINGINC-7,5LIDIN& AND BIFOLP DOORS. EXCEPTIONS: 1. GLAZEP OPENIN05 OF A 51ZE THROUGH HHIGH A 3-INGH DIAMETER (76 mm) SPHERE 15 UNABLE TO PASS. 2. DECORATIVE GLAZING. 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A POOR SHALL BE CONSIDERED To BE A HAZARDOUS LOCATION HHERE THE 130TTOM EXP05ED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR KALKIN5 SURFACE AND IT MEETS EITHER OF THE FOLLOHING CONDITIONS: 1. HHERE THE C7LAZINC715 V41THIN 24 INCHES (610 MM) OF EITHER 51DE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. 2. HHERE THE GLAZING 15 ON A HALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED P051TION AND HITHIN 24 INCHES (610 MM) OF THE HINGE 51DE OF AN IN-5HINGIN& DOOR. EXCEPTIONS: 1. DECORATIVE GLAZING. 2. HHEIRE THERE 15 AN INTERVENING HALL OR OTHER PERMANENT BARRIER BETHEEN THE POOR ANP THE OLAZINC7. 3. HHERE ACCESS THROUGH THE DOOR 15 TO A OL05ET OR 5TORAC7E AREA 3 FEET M14 MM) OR LE55 IN DEPTH. GLAZING IN TH15 APPLICATION SHALL COMPLY HITH SECTION R306.4.3. 4. GLAZING THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO DOORS 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE HINPOPq THAT MEET5 ALL OF THE FOLLOHINO CONDITIONS: 1. THE EXP05ED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN q SQUARE FEET (Ob3bmz); AND 2. THE E50TTOM EDGE OF THE GLAZING 15 LE55 THAN Ib INCHES (451 mm) ABOVE THE FLOOR; AND 5. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INCHES (0114 mm) ABOVE THE FLOOR; AND 4. ONE OR MORE HALKIN& SURFACE ARE HITHIN 565 INCHES M14 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: 1. DECORATIVE GLAZING. 2. HHEN A HORIZONTAL RAIL 15 INSTALLED ON THE ACCESSIBLE 51PE(5) OF THE GLAZING 34 To 3& INCHES (&46 TO q65) ABOVE THE HALKIN6 SURFACE. THE RAIL SHALL BE CAPABLE OF HIT145TANPINC7 A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT 030 N/m) HITHOUT GONTAGTINC7 THE OLA55 AND BE A MINIMUM OF 1 1/2" INCHES (35 mm) IN GRO55 SECTIONAL HEIGHT. 3. OUT130ARD PANES IN IN5ULATINC7 GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS HHEN THE E30TTOM EDGE OF THE OLA55 15 25 FEET (1620 mm) OR MORE ABOVE CRAPE, A ROOF, HALKINO SURFACES OR OTHER HORIZONTAL (HITHIN 45 DEGREES (O.q-7 RAO) OR HORIZONTAL) SURFACE ADJACENT TO THE OLA55 EXTERIOR. 4. ALL 6LAZINC7 IN RAILINGS REGARDLESS OF AREA OR HEIGHT A13OVE A HALKIN67 SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NON5TRUGTURAL INFILL PANELS. 5. GLAZING IN HALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, NHIRLPOOL5, SAUNAS, STEAM ROOM5,13ATHTU135, 5HOHER5 AND INDOOR OR OUTDOOR 5HIMMIN6 POOLS HHERE THE BOTTOM EXP05ED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) MEASURED VERTICALLY A13OVE ANY STANDING OR HALKINO SURFACE SHALL 13E CONSIDERED TO BE A HAZARDOUS LOCATION. TH15 SHALL APPLY TO 51NOLE &LAZIN6 AND EACH PANE IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT 15 MORE THAN 60 INCHES (1524 MM), MEASURED HORIZONTALLY AND IN A 5TRAIC7HT LINE, FROM THE HATERS EDGE OF A BATHTUB, HOT TUB, SPA, HHIRLPOOL OR SHIMMING POOL OR FROM THE EDGE OF A 5HOHER, SAUNA OR STEAM ROOM. 6. GLAZING HHERE THE 130TTOM EXPOSED EDGE OF THE 5LAZINC715 LESS THAN 36 INCHES (c114 MM) ABOVE THE PLANE OF THE ADJACENT KALKINC-7 SURFACE OF 5TAIRKAY5, LANDINGS 13ETHEEN FLIC7HT5 OF 5TAIR5 AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: 1. HHERE A RAIL 15 INSTALLED ON THE ACCESSIBLE 51DE(5) OF THE GLAZING 34 TO 5& INCHES 064 TO C165 MM) ABOVE THE KALKINO SURFACE. THE RAIL SHALL BE CAPABLE OF HITHSTANDIN6 A HORIZONTAL LOAP OF 50 POUNDS PER LINEAR FOOT (730 N/M) P41THOUT GONTAGTIN& THE 6LA55 AND HAVE A GROS5-5EGTIONAL HEI C-7HT OF NOT LE55 THAN 1 1/2 INCHES (3b MM). 2. GLAZING 36 INCHES (cl[4 MM) OR MORE MEASURED HORIZONTALLY FROM THE HALKINO SURFACE. 1. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A 5TAIRKAY HHERE THE OLAZINO 15 LE55 THAN 36 INCHES (c114 MM) ABOVE THE LANPINO AND HITHIN A eO-lNrH (1524 MM) HORIZONTAL ARC LE55 THAN 150 DEGREES FROM THE 130TTOM TREAD N051NO SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTION: THE OLAZINC715 PROTECTED BY A OUARD COMPLYING V41TH SECTION R312 AND THE PLANE OF THE GLASS 15 MORE THAN Ib INCHES (451 MM) FROM THE OUARD. NOTE: IT 15 THE GONTRAGTOR5 RIE51PON515ILITY TO REVIEH ALL DRAHIN05 BEFORE GON5TRUCTION BEOIN5. DAN5GO ENeINEERINe, LLG 15 RE5PON5113LE FOR THE STRUCTURAL INTEORITY OF TH15 PROJECT ONLY. ANY P15CREPANGY BETHEEN FIELP CONDITIONS, OTHER DE51eN PROFESSIONALS' SHOP DRAHIN65, GONTRACTOR6151JILDINI37 METHODS, AND THESE 51ONED AND SEALED DRAHIN65 MUST BE BROUC-HT TO THE ATTENTION OF FLORIDA DESION 5OLUTION5, ING. PRIOR TO THE GOMMENGEMENT OF GON5TRUCTION. ATTENTION: GHEMIGAL GHANC-E5 IN PRE55URE TREATED HOOPS AS OF DEGEMBER 515T, 2003, GHROMATED GOPPER AR5ENATE (6GA-G) HILL No LONISER BE PROPUGEE? FOR RESIDENTIAL OR OENERAL CONSUMER USE. SEVERAL NEH PRE55URE TREATED HOOD ALTERNATIVES HAVE BEEN GREATED TO REPLAGE GGA-G. MANY OF THE NEPq PRESSURE TREATED HOOD5 USE CHEMICALS THAT ARE CORRO51VE TO STEEL. IT 15 THE GONTRACTOR5 RE51PON515ILITY TO VERIFY THE TYPE OF H10OP TREATMENT AND TO 5ELEGT APPROPRIATE CONNECTORS THAT RE51ST CORROSION. FOR EXAMPLE, ArG-G, AGO-P, GBA-A, OR GA-E3 REGUIRE HOT -DIPPED eALVANIZED OR 5TAINLES5 STEEL FASTENERS. DOT SODIUM BORATE (515X) DOES NOT. NORST GASE DESION PRESSURE TABLE 5UILIDING IDATA WIND SPEED 140 MPH (Vasd 108 MPH) WIND EXPOSURE -- 'C' (FRC R301) INTERNAL PRE55URF: COEFFICIENT= 41- 0.18 ENCLOSED BLDG) DESIGN WIND PRE55URE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 0 END ZONE 15 ONLY WITHIN 5'-0' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS (ASD PRESSURES) 140 MPH + 25fo P5F / - 343 PSF (END) UNLESS NOTED ON FLOOR PLANS + 25fo P5F / - 21.1 PSf (INTERIOR) UNLESS NOTED ON FLOOR PLANS GARAGE DOORS (A5D PRESSURES) SINGLE 13x1 + 223 P5F 253 PSF DOUBLE I(bx1 + 21.4 P5F 23,5 PSF I DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Floddo 33572 p. 813.645.0166 f. 813.645.9698 www.donscoenginee6ng.com CA 25948 z 0 Ln N t.8c) A (P) Ln z u- Z< < F-w 0. en z i5co �q �: w z 0 u CL x Lu tij- I Lu Lij 3: ce Q_ LLj V) _j C0 V) Lu < 0 Q 0 z Lu u < 7- Lf) I-- z 0, 0 (y) u 1.0 CL TO THE BEST OF THE ENGINEEIrS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C' ENCLOSED (INTERNAL PRESSURE COEFFICIENT =*0. 18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AKER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. CM19 LENNAR CORP.-THIS PLAN MAY NOT BE RE -PRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. CM 19 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENG4NEERING, ULC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01-09-19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSIORNIVIT.10�L['02.j 9 A 4 z 0- Lu ca _J z 0 LLJ u uj 0 z >_ 3.1 tn C14 5- <,.T C14 - C14 E3 �2,4- -J!4 10 Lu U.J Cw) IE %a :E 00 LU =):* >_ * Lu 4t z :� W Ld W < V) 0� 1.-0- 0- CL z tu El 91- El SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 390446 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH SIN co 0 a.- 0 1 CN C0 11, CN u') r- IFILL CELL--\ r STD. 900 HOOK F BOND BEAM RAFTER 5FAN TA5LE MEMBER SIZE AND SPACING"' MAXIMLIM LENGTH MEMBER CONNECTIONS- 2' X 4' 0 116' O.C. 11-51 (2) I(od TOENAILS 2' X W * 16' O.C. 101-81 (2) 16d TOENAILS 21 X a, * 16 1 O.C. 131-s' (3) 16d TOENAILS 2' X 10' 0 16' O.C. 161-51 (1) USF HTWO OR (3) I(od TOENAILS 2' X 12' 16' O.C. ISI-31 (1) IJSF WTU120 OR (4) 1(od TOENAILS 2' X 4' 24' O.C. (01-11 (2) Irbel TOENAILS 2' X W 24' O.C. 81.61 (2) 1(od TOENAILS 2' X 8' 24' O.C. 111-01 (2) I(od TOENAILS 2' X 10' 24' O.C. 131-01 (3) I(od TOENAILS 2' X 12' 24' O.C. 15'-4' (1) USP WTU120 OR (3) 11(od TOENAILS TOENAIL CONNECTIONS DESIGNED FOR 8,HEAR ONLY (Ie. RAFTER TO RIDGEBEAM). SOIJTHERN YELLOLU FINE, 55 FSF LOADING 'L`2 x 4 MEMBER TO BE SY" 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. 11) TRIBUTARY AREA (ft2) ROOF WALL ZONE I ZONE2 ZONE 3 ZONE4 ZONE 5 10 17.1 -26.6 171 -46.2 17.1 -68.6 29.7 -308 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 2&6 -28.0 26.6 -32.2 100 14.0 -23.8 1 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 1 14.0 -54.6 25.2 -26.6 25.2 -30.8 Notes: 1. For effective areas or w Ind speeds betw een those given above the load may be interpolated, otherw tse use the load associated w fth the low er ef f ecWe 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. Rus and rninus signs signify pressures acting toward and away fromthe building surfaces 14. Table values have been multiplied by 0.6 to convert corTponent and cladding pressures to ASID. LU ROOF DIAPHRA6M NAILIN6 5GHEDULE 1 .41 .... .. USP + + + + . . . . . . . . . . . . . . . . . . . . . . . + + + + . . . . . . . . .. I .. . . . . . . . . . . . . . . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + (Typ.) + + + + + + X, ++ + + + + + + + + + + -++-:r-, + + + + + + + + + + + + + + + + + + + 4- + + ...... + + + + + + +.+ + + + /+4 + ... .... ..... \ I. + +4 + ........ ....... ..... + + + , 4, +/ . . . + +\+ + + . 4, - - 1- + LU MU GIRDER TRUSS cr �<:;. STD. 90* E:7�- CONT. #5 RZ44-1- WN 1. 93 BAR HOOK BAR ZA IVVVLAIL F -15/32" GDX PLYP4000 OR -1/16" 055 (FOR 5HIN6LE) M132" GDX PLYHOOP OR 05B #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 5/8"o THRU BOLT .. M .. ......... .... ........ 7 (FOR TILE) P Pr-:ARA (ZTIl=D - 2 X 6 (MIN) B.U.0 Pr1likin -RIDGE LINE 140 MPH 3 SEGONO 6U5T EXP0-9M 006 V41NO ZONE 140 10111:14 3 5EGONP 6U5T EXPOSM 000 HIND ZONE SCALE: N.T.S. USP-/ (FOR 5HINOLE) (FOR 5HIN6LE) MUGT15TYP. R5R5-01 NAIL5 @ b" O.C. 4 R5R-S-01 NAIL5 0 6'O.G. EDGES 4 4" O.G. 0 &ABLE END KALL OR GABLE TRU55 R5RS-01 NAIL5 @ WO.G. INTERMEDIA 2nd FLOOR 0.113 INGH NOMINAL5HANK DIAMETER 0 113 INGH NOMINAL 5HANK DIAMETER INTERIOR[EXT WALL SEE 2 515" INGH NAdL LENGTH 2 31e)" INGH NAIL LENGTH PLAN FOR MORE INFO (FOR TILE) (FOR TILE) CONT. BASE PLATE R5RS-01 NAIL5 @ 6' OG t 4� OG 0 GABLE END R5R5-01 NAIL5 @ 6" OG EDGE5 4 BEARING COLUMN TYPICAL USP MUGT15 TO HTA 20-18 HTA 20 KALL OR GABLE TRL65 R5R5-01 NAIL5 @ b" OC, INTERMEDIATE 0.120 INGH NOMINAL 5HANK DIAMETER (MIN) 0.120 INGH NOMINAL 5HANK DIAMETER (MIN) SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN 3 INGH NAIL LENGTH 3 INCGH NAIL LENGTH COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW NOTE: 1) R5R5-01 15 A RING, 5HANK ROOF 5HEATHINO NAIL MEETING THE 5PEGIFIGATION5 IN A5TM Flbb-7 FOR BLOCKINGfTJI 2) 5EE 5TRUGTURAL NOTE5 FOR 5HEATHINC7 5PEGIFIGATION15 AND V41ND 5PEED. OSolid NOTE: 5) ENO JOINT5 OF THE ROOF 5HEATHINO 5HALL BE 5TAGOERED AND OGGUR OVER FRAMING MEMBER. MASONRY WALL OR LOCATION OF UPLIFT VALUE 4) Sr-HEPULE A55UMES 5HEATHING 15 FA5TFNEO DIREGTLY TO 5OUTHERN YELLON PINE OR DOUOLA5 FIR OR BETTER. N% INTERIOR BRG. WALL SECOND RT16A IS BASED ON IF ROOF FRAMINO GON515TS OF A LE55ER ORADE OF LUMBER, GONTRAGTOR MU5T GONTAGT DAN5CO ENOINEERING, TJI PER PLAN i��-OTHERWISE LLG FOP, ALTERNATE FOR NAILIN& PATTERN. SOLID S.P.F. BLOCKING TO MATCH # OF 2nd FLOOR block all posts from STUDS above to bearing below. USP RT16A USING SECTION @ INT. BRIG. WALL 17-8d x1 1/2" NAILS DOUBLE JOIST CONSTRUCTION HnI 11=7 CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECPDR�R""("A) 1 UPUFT(LBS) d LATERAL, FASTENERS I CONNECTOR GRAVITY 11W%) PUFT(LBS) �ISUP I LATERAL, FASTENERS I SYP SPF I SYP I SPF F21LBS) SYP SPF I SPF I FZ(LBS) MASON RY/CONCRIETE APPLICATIONS MASONRY/CCINCRETE APPLICATIONS HTA16 1870 18 1608 710(611) 9-10d x 11/2" - 1 2120 1 1 781 1 770 1 10- 10d x 11/2" HTA20 1870 1608 710(611) _ 9-10d x 11/2" HHETA20 2120 1 1782 1 770 1 10- 10d x 11/2" 9- 10d x 11/2" & (4) 1/4" x 13/4" RT16M 139S 1395 11S NONE TAPCON 18- 10d & (1) 5/8" 0 A. B. W/ 18- 10d x 11/2" & (1) 5/8" a A. B. HTr16 3610* 3105* t 8" EMBED. HTT4 3610' 3105' W/8" EMBED. 18- 10d & (1) 5/8" 0 A. B. W/ 26- 10d & (1) 5/8" 0 A. B. W/ 8" HT1745 3812* 3625* HTTS 3812* 3812* 8" EMBED. EMBED. 16-10d & (5) 1/4" x 3" DeWalt 16-16d SINKERS & (7) 1/4. 21/4" LUGT2 1550 1550 475(400) LGT2 2030 1750 170 SCREW -BOLTS TITEN 2 (12) 1/4!'x 2 1/2" WOOD SCREWS (12) SOS 1/4" x 2 1/2" & (4) 3/8" x LUGT3 3525 3240 & (4) 3/8" x 5" DeWalt SCREW- LGT3-SDS2.5 3285 2365 385 5" TITEN HO BOLTS i 8- 10d & (1) 3/4" 0 A.B. W/ 6" B-10d x 11/2" & (1) 3/4" 111 A� B. W/ LTS19-Tz 1205* 1036* I EMBED. LTT19 1310* 11251 - 6" EMBED. 18-10d x 11/2" & (1) 5/8" o A.B. LTT131 2805* 2412* NONE W1 6- EMBED. 22- 10d & (1) 5/8" 0 A.B. W/ 12" 22-10d & (1) 5/8" 111 A-B. W/ 12" MWT15 2556** 2556** MIST 2556** 2556.. EMBED. EMBED. (12) 1/4" x 3" WOOD SCREWS & (4) RFUS 7200 6106 (2) FGTR 8885 6395 3/4" x 6" DeWalt SCREW -BOLTS FRAME APPLICATIONS FRAME APPLICATIONS RT7 560 1 495 UO (120) 5-8d x 11/2" & 5-8d H15A 565 � �35 110 10-8d x 11/2" RTIGA 1020 895 490(345) 9-10d x 11/2" & 8- 10d H10A 1340 RT16- 2 1060 935 410(330) 16-8d HlOA-2 1080 SPT22 735 632 275(236) 8- 10d NONE SPT24 1090 937 275(236) 12-10d SPT4 875 753 - _ 6-10d x 11/2" SPTH4 2195 1998 - 12-20d x 11/2" MUGT15 + 24- 10d & (1) 5/8" 0 BOLT MGT + 22-10d & (1) 5/8" 0 BOLT PHD4A 3852*** 3313- (8) 1/4"x 3" WOOD SCREWS HDU4-SDS2.51 1 1 3965-** 1 3285 S2S (10) SDS 1/4" x 2 1/2" UuGT2 2260 1900 505(425) 32-10d NONE HTW20 1530 1285 20-10d LSTA28 1235 1110 14-10d LSTA18 1215] 111S 14- 10d LSTA24 123S 1235 16-10d LSTA24 1235 1 1235 18- lod LSTA30 1640 1640 22-10d LSTA30 1640 1 1640 22-10d LSTA36 1640 1640 22- 10d LSTA36 1640 1 1640 24-10d HUNG APPLICATIONS HUNG APPLICATIONS MSH29 2865 2200 715 - I 10-10d & 4- 10d NONE HUS.26 2760 2430 2035 �70 1630 20-16d THD26-2 2770 2-2182 2340 2012 18-16d & 12-10d THDH26-2 4375 3850 2865 2280 28-16d HD28 1230 1057 760 653 8-16d & 4- 10d x 11/2" HUS26 1 1562 1 1342 1 880 1 756 1 8-16d & 4-16d HUS28 41703670 2950 2380 30-16d NONE THD28-2 4310 3706 259S 2231 28-16d & 16-10d HGUS28-2 - 1 4973 1 4276 1 2695 1 2316 1 24-16d & 10- 16d HD210-2 2155 1895 1170 1030 i4-16d & 6-10d HU210-2 2382 1 2M 1516 THDH210-2 9020 7965 4445 3555 58-16d NONE KLEG3 (2) 3/4" 111 A307 THRU BOLTS INTO (2) 3/4" 0 A30 THRU BOLTS INTO W/Top 11W - 384S - GIRDER & (4) 3/4" 0 A307 THRU LEG3 W/ TOP 13045 3945 GIRDER & (4) 3/4" 111 A307 THRU FLANGE BOLTS I NTO MASON RY FLANGE BOLTS INTO MASONRY THDH414 2520 - 1960 16-16d & (18) 3/16" x 13/4" HU414 3813 2015 12- 10d & (24) 1/4" x 2 3/4" TITEN 2 POwERSTAPPER+ CAPACITY FOR CONCRETE APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 8" EDGE DISTANCE ON CONCRETE & SET IN SIMPSON SET-XP EPDXY CAPACITY FOR MASONRY APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 2 3/4" EDGE AND 20" END DISTANCE INTO TOP OF FULLY GROLfrED CIVIU WALL& SET IN SIMPSON SET-XP EPDXY CONNECTION MOUNTED VERTICALLY INDICATES VALUES FOR SPRUCE PINE FIR (SPF) NOTE: .DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x - + 5/8" or 3/4" wood panel 902.0 2 x - lumber Double 2 x - lumber (Not required if both loaded equally from above) Filler blocking N.T.S. I I Duff 1/8" min. 2"m IT. Sirnallgap . 1/8"gap 4 max. NIt Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener min. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at12"o.c clinched when nossible Stanner rows from oppsite required when indicated or 4 max. Web Stiffener Fastener Schedule Joist B ring bon Series I Depth I End Intermediate 0 BCI 5000S 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BCI 60OOsO BCI 6500ss 9-1/2" Ti --7/8- 2-8d -2-8d 2-8d 3-8d -T4,"- 2-8d 5-8d 1 16" 2-8d 6-8cl BCI 60s@ 11-7/8" 2-8d 3-8d 14' 2-8d' 5-8d 16" 2-8d 6-8d BC1 90s(& 11-7/8" 3-16d 3-16d 14' 5-16d 5-16d 16" 6-16d 6-16d TYPICAL HUS INSTALLATION TYPICAL RT16A INSTALLATION 4 4"MIN. EMBEDMENT SEE SCHEDULE FOR SIZE AND QUANTITY OF FASTENERS 0 0 .1 - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8"GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR TYPICAL HTA 20-18 HTA 20 SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 pif max. along bearing wall INSTALLATION TYPICAL MTW INSTALLATION BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls: - for vertical load transfer ,,-Plumbing Vertical load transfer =1 900 pif max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or TABLE RN5.11.1 Load bearing wall must stack beam below Load bearing wall must stack over ------ UNDERLAYMENT TABLE *Non-stacldng walls over squash=20 blocks and Ingan wallor earn eow.* ------ wall or beam below * 4 require additional Joist consideration. Check When joists meet over wall, provide local building 11 /16" 13/4" minimum bearing for each. I -Joist can be offset code for appropriate up to 3" to avoid details in One 1 Od box vertical plumbing areas=20 of high or--20 sinker t lateral load. nail each side 3" max at bearing. JOISTS OFFSET_ N.T.S. Provide adequate bearing for each lapped joist. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block Od nails require additional consideration. (2x4 minimum) SECTION @ INT. BRIG. WALL Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam 0 NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) KNOCKOUTS) ALLOWED IN BEARING ZONES D DIMENSION OF LARGEST HOLE Nail with 10- 1 Od nails. (see table below) NOCKOUT EXEMPTS) D Install tight to top flange. (see table below) DO NOT cut, notch 29 K Joist hanger or drill flanges 0-LD A IY2" ROUND HOLE MAY 6 \-DO NOT CUT HOLES 6 Filler block. BE CUT ANYWHERE IN CANTILEVER LARGER THAN Nail with THE WEB. PROVIDE AT -,01 -e-ROUND IN 10-10d nails. LEAST 3"OF CLEARANCE CANTILEVERS. Backer block required where top FROM OTHER HOLES mount hanger load exceeds 250 lbs. MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2- Install fight to top flange. a 114y* V-1.1 11-2* V-7* T-3' T-3` T-7' 2-4' 3-2' 3 -7' 1/4"-2"gap- Any I joist 12 T-U' T-T* I'-Z* 1*-2'* 11�-3* T-9' 2-C 3!-7' 4*-Z' 4-9* 64' .......... Span (1t) 16 V-9* T-11" T-2* V-27 V-7' 2-6' 6-7- 6-4" , r�27' 20 T-a* T-7 1'-2'* Z-O" 3-U* #--a' 4-10" 6-1111"16-1111"17'-11111" fr-1111 .24 1 I'A" T-2', V-21" 4'-g' 6-10" 7-Z' 1 8!-4' 1 9-6' 1 10'-g' Backer Block "Top Mounr "Face Mount" Roof Slo" 2:12 and UndIlifirlaymeW Ro*f Slop* 412 and Underfaymew Ra*1 Cov*dn9 Section L*ss'Than 4:12 Undodayrriglm Aftchmonto Greaw Attachments UrAorlaymor" ASTM D226 Type ASTM D226 Type 11 ASTM D4869 Type It III or IV I ASTM D4869 Type IV 2 Asphalt shingles R905.2 ASTM D6757 ASTIv! D6757 . ASTM D1970 ............. 3 ------ - - . ...... ..... ASTM 01970 .......... . ......... ................ 3 .. . ............... - ........... .................................. . ..... ..... ....... . .. I . ....... ...... ....... ... - - --- ------ - ---- - -------- ....... . .. . ........................................................ . Concrete and Clay TII* See Section R905.3r 3 RW5.3 .............................. ........................................ .. ... . . ..... .. ............. .............. ....... .... I ASTM D226 Type I or It .................. . ..... . .. ........... ------ . . .................. ........ .... ................................. Metal roof shingles 1! ASTM D4869 Type 11, 111 or IV 1 ASTM D226 Type 11 2 RW6.4 ASTM D6757 ASTM D4ftq Type IV ASTM D1970 3 ASTM D1970 3 ASTM D226 Type I or It Wngfrat-surfw.od roll i ASTM D4869 Type It, III or IV ASTM D226 Type 11 2 roofing ASTM D6757 ASTM D4869 Type IV R905.5 .................. I— . ...... ...., .......... ....... ...... . ........... ............................... ... . ...... .............. .. . ................ .................................... ASTM D 1970 3 ASTM D1970 3 ............ ............ .......... . ...... . ............................................................ . ....... ..... ... . . . . ... . ........... . ............. ................... . ..... ............................. ------ ASTIA D226 Type I or It State and slaft-type ASTIVI D4869 Type 11, [if or I[V 1 ASTM D226 Type 11 2 shintogis ASTM D6757 ASTM D4869 Type IV 3 ASTM W970 3 ASTM 01970 Wood shlinglos ASTM D2,26 Type I of 11 ASTM D226 Type 11 RW5.7 ASTM D4869 Type 11, 111 or IV I ASTM D48% Type FV 2 Wood shak*s Unnited to toof ASTM D226 Type 11 R906.8 Mopes 41 12 and ASTM D4869 Type IV 2 . .......... Greater ASTIVI D226 Type I at 11 ASTM D226 Type 11 Metal roof panels 1 ASTM D4869 Type It, III or IV I ASTM D4869 Type IV 2 R905.10 ASTM D6757 ASTM D6757 ASTM D1970 3 ASTM D1970 3 AST M D226 Type I or It ASTM D226 Type It Photovoltaic Shingles ASTM D4869 Type 11, 111 or IV 1 ASTM D4869 Type IV 2 R905.17 ASTM D6757 ASTM 06757 ASTM D1970 3 ASTM 01970 3 NOTES: Backer block shall be tight Backer block shall be fight 'Ur4oasymentAtiachment 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with I Roof siopes ftoor two t�nos verucal m 12 u"s h*rawta; 0 7-pwcau mape), and mse than four umh vertical Wt 12 urAs horizontal 433iwreft sbopo)� Apply 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 a !,�-WKh 483 MM) WV of Uftftftyn*M left WOW 10 ar4 stat" W 1he caves, f6stectecl Wfficiefft I* now in place starriv at che ow", apply -V- 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. *hwldo (SI 4 mm) sheets 0 tw-deelayrr"t ovedapmQ swmessive sheetif ?S ir4hes (483 mm). ww ispil sho be 6 fttws and ohm be ow by 6 foal; The undedayment sho be aftched to a ne4able dftk wg:h l4ster4m *,ft am ma centered in ft fidd of the ~ with a tMv*r0jM faamw 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 swing of I: Inch" M5 tnm) o.c - am me to* at the encl and skle k" fastened 6 Inches (11 52 rw� o�c, Unaertoyrvoll sho be ouacbw using mew or THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required If hanger pwft too naft With a rom" �ep ft"ter Of rot Ifts 0.40 1 i"It. Metal taps Sh" have o MKIMM of ft left ftft 324we shw inets, Power4weft 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 mw4rum thickness of the ciatow tclo* of 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height be Pot less than 0 083 tmh For rft Ow* cap naft and 0.091 inch for stroo4h ~ top "k Cap ragi shw* %how have a largth sufftIert to penetrate MEMBER CONDITIONS. requirements thmuo :he mof sbeeftv or W less than It. Inch irto ft 100 %heall*19 unds men ppliscl r*40o, %shW wailal v4 torcitV 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF 2 Root slop" offoot w*s vertical W 11 I=% hoMonfol (33�-percent o") orgra" ney tshailbea a p So 6 THE LARGEST HOLE. rO.6 X Joist frorn the cove and lappoill 4 Inchers (Si mm). WW lops shaS be 6 Inches WW shell be oftell by 6 fact. The unclorlaymeit sW be affmhed to a nalla" decir 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. depth wo two sumereo to*$ in" liew eftheshed wo a moxinwm fasuiner spacft of 12 inthbe (MS MM)o c. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %2" KNOCKOUT HOLES TURNED WITHER Lloclarlaymmil shall be atlochacl V*v mew of phitsbc cop no" Wft a r4mew cap *ft"ter of ft lass than I inch. WW cam sho have a t-Icknoss of f*1 *a% Man 32-,Mt sheal moliall Power-clOver mint taps Staff hove a minfIrIm thickness of 0,010 incb, Minjfmm ohick"M of Me UP OR DOWN. outWe odoe crf pJastk coo shol be 0.035 inch The cap no sham sho be not last then 0.053 inch for ning snw* cap nah and 0 W Inch for smood, 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS shanio cap naft Cap nag ~k shall have a 400QIh suftierit to penetrate throwh R* roor 0*404V or W less Man V4 inc1h. into the roof shoauv PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE 3 Roof slopes froIn two unft vertical in 12 units hmizonlat (I 7-percent slope) and 9mater. The entire iocif ftc* shelf be covered with ", *Wovod "M POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. I -JOISTS BUCKETS adhelon WyMW Mod%W b*~ urd6ftyn`Ient taftiply" Wsir ASTM D1970 Installect In ac�ofdsnce with both the unciefty"lit m6notaevers arw roof covet" m6Rufacturers "Ingetion instructions for Ov dec� malerlel, too"WO and timaic OXPOWM tce the rQQfC40Vcr4V to be k"Legied. HOLECUTTING CHART N.T.S. Exception: A M-ArrvUrrt 4-fth-*xft 11-.2 MMI, Strip of Seff-o&erft Wymr4rodated �ftrnan trarnbrom 40mplykV wth ASTV 01970� instaNed in accirftme Wft. the manufattureet inotruttions ftw the clock material, shall bo applied over al pmts in the root cW" An spperwed unclotlayw4ni in N.T.S. wconume w4h T." RWS I I (or the oppkabse txW. covenng shall be applied over the a0v roof over the 4-imh-wide (102 mm) Irernbrativ, strips I DANSCO ENGINEEFUNG, ILLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 z 0 R 10 P, Wz00 W CD 0 to U CL: X LU L-5 I LU Lu :3z W CL UJ :2 3z 0 C/) C/) C/) V) LU z -.1 < 0 m Ll CID U 0 z LU U < z Lr) z 0-� 0 (y) U 1�0 a_ V) 7) TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDIT ION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = I OBMPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = tO. 18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS A E DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. CM19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER W1rHOUr WRITTEN CONSENT FROM LENNAR CORPORATION. 02DI9 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY WRODUCTION OR UNAUTHORIZED ME 3 PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECT64- 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01-09-19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 UPDATED CONNECTON 1.03 CROSS-REFERENCE TABLE VERSION,,NO. Ik.63 02.11. 1 Cli C= rif CL- 0 Q� Lu od CO se z J Ui 0 Lu LU 0 z < 04 LU LU 10 X: 10 co Z :E Uj M Lj r-4 W < W F3 (" a: :�S-o.: 0-11: z au El �1 El SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 390446 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH SNI 00 0 0% 0 06 CN LO rl- INSULATION REQUIREMENTS LOCATION R-VALUE / TYPE EXT CONG WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT PAGED EXT FRAME 2 x 6 R-IS KRAFT FACED R-30 BLOWN- IN TRUSS BorroM CHORD OR 2x4 BLOCKING DAN SCO CONDITIONED CEILING5/8'OR 1/2' HIGH STRENGTH (UND,) W/ 2-16d TOE NAILS a EACH END (INSTALL RAPPELS At EAVE) (OR V GYP TYPE 'X' a GARAGE ENGINEERING LLC GARAGE SEPARATION W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT REFER TO UNDERLAYMENT TABLE ON SHEET SNl R-11/R-13 KRAFT FACED CONNECTIONS. PROVIDE (1) USP WTW20 WHEN P.O. BOX 3400 FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: (GARAGE / LIVING) SPF DOUBLE TRUSS ALIGNED WITH STUD BELOW I/2'OR 5/8' HIGH STRENGTH BOARD TRUSS BOTTOM CHORD OR 2x4 Apollo Beoch, Florida 33572 (UNA) (OR 5/8 GYP. TYPE X + p.813.645.0166 (1) LAYERS FOR 2:12 < SLOPE < 4:12 8'x8'xl6' NOMINAL BLOCK WITH TOP PLATE BLOCKING W/ 2-I6d TOE NAILS I.813.645.9698 (U LAYER FOR SLOPE >_ 4:12 � GARAGE W/ A HABITABLE ROOM s EACH END www.danscoengineering.com 3/8 MORTAR BETWEEN COURSES 2'x S.P.F. (OR EQUAL) STUDS a 16' O.G. UND. ) CA 25948 12 PRE ENGINEERED WOOD TRUSS a 24' O.G. UN.O. �GOPI�IEGTOR S.P.F.DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT (TYP) VARIES HURRICANE ANCHOR a EACH TRUSS i u �� �� ii � i u 11a ii USP 5PT24 CONNECTOR CONNECTIONS. PROVIDE lU USP WTW20 WHEN (SEE UPLIFT SCHED.) W/ METAL PL. 1/2' CDX PLYWOOD OR 7/16' OSB. ll) ROW 2x BLOCKING a MID HGt. FOR WALL g �---------��---��---- -- _��____-----��--------- TRUSS ALIGNED WITH STUD BELOW r----�r------ r=-------- --- -ir---------ter--- UNDER EA. TRUSS i ii u „ u u SHEATHING REQ'D. FOR ALL HGT. i W-6'. (2) ROWS 2x BLOCKING a 3rd 1/2' GYP. WB. MIN. a GARAGE SIDE ^� i u u n u n W-6'. IF APPLICABLE z OISTURE BARRIER i n u u u u EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT.) , INSULATI B u u u u n INDICATED ON THE PLAN. ATTACH 2 x S.P.F. (OR EQUAL) STUDS a 16 O.G. U.N.O. O = OOF COVERING LJL —___-- L _-------JL---------JL---------- _-- SEE THIS SHT FOR INSULATION CHART (1) ROW 2x BLOCKING •MID HGt. FOR � N n 1/16' O.S$. MIN. (FOR SHINGLE) OR IS/32' OSB r-------- �r---------�r---------�r--------- SHEATHING W/ ad COMMON NAILS e 8o i n u u u WALL HGt. < 8 -6 . (2) ROWS 2x BLOCKING SEE THIS SHT FOR INSULATION CHART � (FOR TILE) SEE ROOF NAILING SCHEDULE ON 3/8 MORTAR BETWEENen 8'x4'xlb' NOMINAL i ii ii ii ii M SHT. SNI SLAB 4 BLOCK 4' OZ. a BOUNDARIES 6' O.C.O C. a 5/8 0 x 10 J BOLT a 24 O.C. W/ a 4- BLOCK WITH 3/S' n u u EDGES, AND a 12 O.C. a FIELD USP SPT22 CONNECTOR � � Ids � a � � ELEV. VARIES L --- ---JL---JL---------JL-------- -- _ ---_— USP SF IL2 :/VI�119=CTOR T. 8 6 . MORTAR BETWEEN i n ii u u 5/8'o x 10' 'J' BOLL a 2'0 x 3/I6' PLATE WASHER (TYP) an 5/8 OR 1/2 HIGH COURSES CUT t0 u u u u _ u 2x P.T. BOTTOM PLATE 2 6 x 6 WI.4 x WIA UU OR FIBERMESH 900 u u �� u u 24' O.C. W/ 2'mx3/16' 2x P.T. BOTTOM PLATE 9 00 ALUMINUM SLOPE, i u �� a ELEV. 0 -0 3 1/2 MIN. STRENGTH CEILING DRIP EDCsE L__-- L------ L =__-----_JL__-= --=-JL__---_-Jl__-_ PLATE WASHER ITYPJ 6 x 6 W1.4 x WL4 �---- ---�r— —— — — — — — — — 2>" z u.I BOARD PER CODE (OR u u II ° a A3=F. WWF OR FIBERMESH Lu 3 5/8' GYP. TYPE 'X' a ALUMINUM FASCIA ELEV. -0 -4 1/2 L------ --_JL_ ____��----- - 4 ° Z �3 1/2' MIN. D --°- T o GARAGE W/A HABITABLE 12' O. 2x SUB FASCIA AFr-. d o °. °.. ° .. a ° , , — — — —D- — gyp_ _ — - — — — — — ° 1/2' ROOM ABOVE) ° Q a ELEV. -0 -3 1/2 _ D ° /\ \/ 3 1/2 (min.) TO 4- .4 J 2' VENTILATED °� °AFF O D o W/DRYWALL SCREWS a i' SOFFIT ° ° ° ° a 2x4 CONT. - - - - - - - ° \\ \\ 3 1/2'(min.)- 4' 3 1 2 mi O.C. CEILING 4 W O.G. :8'x8'XI&'icNOCK-OUT .Q;Q0D ,D°6 MIL VAPOR WALLSa a a °. Lv \ \ \ \ BARRIER �' � I 3 I/2 (min.) - 4 SEE THIS SHT BLOCK W/ 15 CONT. GARAGE: DEPTH VARIES ° \ � \ \ \ \\\ \\ 6 MIL VAPOR (2) 0 CONT. 4� /\ 1/4 / 8' () FILLED SOLID ° /� / �j/\�j/� /\ BARRIER INSULATION CHART W/GROUT d. ° e. C2) "5 CONT. \ UN.O. MIN. a- Ix2 P.T. HORIZONTA ' C.M.U. TYPICAL 4" �'-4" 8" X ~ NAILER TYPE 'S' MORTAR U.N.O. MIN.ALTERNATE: TYPICAL SEARING LL' W STD. 90°HOOK (SEE DETAIL) ARCHITECTURAL ,4R,a,CE S�Ag AT STEP g TYPICAL SEARING WALL f 5TEPrc",�W,4LL f STEP UJ/O SHEAR WALL CC W C SEE THIS SHT FINISH Lei SCALE: 3/4'=1'-0' SCALE: 3/4"-1'-0' S3 SCALE: 3/4'-1'-O' S3 = INSULATION CHART S3 lx2 PT WO FURRING a 24' O.C. -� Q � m 1/2' GYPSUM WALLBOARD URO. 2x S.P.P.STUDS a 16' O.C. " �/ V) w lU 5 VERT. IN FILL Z J CELLS (SEE 2x STUD I/2' OR 7/I6' OSB MIN. PLYWOOD SHEATHING �• Q O m Ix4 P.T. BASE NAILER FOUNDATION PLAN LOAD BEARING I NAILED W/ ad COMMON NAILS a 4' O/C Q m FOR LOCATIONS) EXTERIOR WALL 8 C.M.U. BOUNDARIES, V O/C EDGES, AND 12' O/C FIELD. U Z w 3 1/4 BASEBOARD 4'x4' INSPECTION SHEAR WALL REQUIRES 2x BLOCKING a SEAMS. U MIN. 2500 PSI CONC. SLAB I I I'x P.T. STUD (2) ROWS OF 2x BLOCKING a \ ✓tea (1) ROW 2x BLOCKING a MID Q Z `n MIN PSI MAY VARY PER �n PORT At EACH v 2x SCUDS a I6 O/C `� ,_ F-' O � FILLED CELL SEE CC/63 OR 5 VERT. IN FILLED CELL THIRD POINTS / NOTE. HGT. FOR WALL HGT. s 8 b . MUNICIPALITY. TYPICAL G/53 FOR ANCHOR E THIS SHT FOR INSULATION CHART (2) ROWS 2x BLOCKING a 3rd U SO I 5/8'x6' 'J' BOLTS � SEE SECTION G/S3 FOR PTS FOR WALL HGT. > 8'-6'. CONCRETE SLAB W/ bxb IL NOTE:EXTEND BOLT INFO. BOLT a 24' O.C. VERT. SEE THIS SHT FOR INSULATION CHART -1/8' STUCCO FINISH PER ASTM C.1326 APPLY ADDITIONAL INFORMATION � W.4XWI.4 WWF OR TIBERMESH' 3 LAYERS W/ TOTAL THICKNESS 1/8' OVER I/2' GYP. WB (MIN.) a GARAGE 61 DECO FINISH 4' E BOLTS' x 6' EPDXY METAL LATH. FIRST 2 LAYERS 3/8' THICK CONTINUOUS TO FOOTER BELOW 90°NOOK DETAIL SIDE IF APPLICABLE. 6' BELOW GRADE USP SPT22 TYP. I 5/8'0 x 10' V BOLT a 24' O/C W/ 2'#X EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN K.O. SLOGK USP SPt22 CONNECTOR 2x P.T. PLATE 3/16' PLATE WASHER TYPICAL SECTION 4A SHEET SN FOR ADDITIONAL INFO.) 2x P.T. PLATE 5/8'0 EXPANSION BOLL •24 ' O.C. L `_Z "' W/ 1' EMBEDMENT (MIN. SHEAR TO THE BEST OF THE ENGINEER'S M ° I ASSUMED FINISHED MIN. 2500 PSI CONCRETE SPt22 s EA. STUD 20' MIN. LAP SPACE ANCHOR BOLTS KNOWLEDGE AND BELIEF, THE STRUCTURAL 35000, MIN, TENSION 260(�) � PLANS AND SPECIFICATIONS COMPLY WITH 6 MAX FROM END OF 6 x 6 WIA x W1.4 _ s GRADE SLAB W/ 6 x 6 2X P.T. PLATE 5 REINFORCING 6TH EDITION (2017) FLORIDA RESIDENTIAL WIA x WIA WEEP SCREED INSTALLED PER « BUILDING CODE, SECTION R3 S FOR b MIL VAPOR p ��' �' z = BAR Lu RESSUREECOEFCOSED(INTERNALIENT N ONE j �F p \� - - - - - - o - . p - WWF OR IBERMESH MANUF. 4 FRG SECTION R103,i.2.1 *4 AEC. GUST, S REINFORCING BAR W 2 x PLATE WWF OR FIBERMESH M v BARRIER 4' \ MONO OR STEMWALL COMP, loll (COMPACTED-/,- FOOTING MONO SHOWN E LAP PL I CE _ _ - - - — — _ AFTER THE DATE R IS SIGNED AND SEALED. /\ • ° • \ FOR CLARITY ° . ° D �. -� ' D ° Z Fl = 40ka l d D. THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS i TO St MODIFIED p ° p \ \ \ \ D aJ � / � / / 0 SIGNED AND SEALED FOR THE STRUCTURAL PORTION p�p�� AS y � � �\\ �\ � \ p p . .. ° .., _ FINISH CsRADE E 25" MIN. LAP N PROCTOR ASTM D155 1) D D° // X \ z / D Q '\/\ \ D D \/\— OFTHIS DRAWINGONLY. NO p p. _ ° \ A - CONSENT FROM LENNAR CORPORATION. 3 MIN. CLR STD" 90°HODK 'FOR FARING WALL \�j\�j\\j\� N 6 MIL VAPOR BARRIER / ° D \\ \\ i S REINFORCING BAR -1 \/ \// REPRODUCED IN ANY MANNER WffHOUT WRITTEN tp2019 LENNAR CORP -TH6 PLAN MAY NOT BE (SEE DETAIL) z R 1 1/8 l2) 5 MBAR GONT. ON W/ UPLIFT ONLY D \�\/ *5 LAP SPLICE \ /\\\ \\\ \\ \ ®114TPR HESEDRAWINGSANDDFS EERI ARE THE 3' CHAIRS TYP. U.N.O. 4' I'-4' \\ a - \ l2) 05 CONT. /� / / b MIL VAPOR THE CU NT ON THIS OFDOJEC. ENGINEERING, LLCAND '\ �\\� D ° . /\\ \\ ON 3' CHAIRS '\ // //\ BARRIER OR UNAUTHORIZED USE IS PROANY REPRODUCTION HWED. TYPICAL WALL SECTION ,a, //\��\��\��\��\��\ COMP. `'FOIL' (COMPACTED T \ / 36" MIN. LAP (TYP.) 8' 1'-4' 8' REVISION: 95% MODIFIED PROCTOR TM , SCALE: 3/4' = 1'-0' S3 FRA1�f E l•U,4LL TO G.1"t.U. UJ,4LL CONNECTION D D155i) \\\ \\\ \ \ \ 1Q0 I ' �y DATE DESCRIPTION �6 REINFORCING BAR *5 STD. OO HOOK, UPDATED CONNECTION 4' 1'-4' 06.08.18 1.01 CROSS-REFERENCE TABLE SEE TYR. WALL SECTION FOR SCALE" 3/4'-1'-0' S3 '"6 LAP SPLICE TYPICAL INTERIOR 01.09.19 1.02 ANDSTAIRSTRAP OF RLAYMENTR— ADDITIONAL SLAB INFORMATION. TYPICAL EXTERIOR RAI"1E WALL FOOTING NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT RE5,4R DETAILS 1= BEARING WALL UJ/ UPLIFTrG o2.11.19 103 UPDATED CONNECTION BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE: 3/4--1--0' SCALE: �,� CROSS-REFERENCE TABLE 13 ADDITIONAL SLAB INFORMATION, 83 53 SCALE: 3/4'-1'-0' CJ3 VERSION'NO.:-1.03/OZ11.19 PAYERS OAD. RECESS Z 6x6WIAxW1.4 WWF OR FIBERMESH �_ 3 1/2 "(m In.)- 4' -1I I —III —I I — b MIL VAPOR � - -III-1 I_ .. `. ° • 4 I a —�-- t GRADE BARRIER 11=-III III —I 6 MIL VAPOR J/ III III II (III= BARRIER /, SEE A/53 OR S6 8" cam, FOR REIN. INFO. 3' MIN. CLEARANCE MIN. Ln /2 GYP. BD. 1'-4' (1 STY) TYPICAL THICKENED SLAB EDGE L 1'-8' (2 STY) (1) ROW 2x BLOCKING a MID HGT. 2, HOLD GYP. BD. rZ. FOR WALL HGT. <- 8'-6', (2) ROWS P.T. 2x 1/2' FROM SLAB SCALE: 3/4'=1'-0' S3 �� ( O G,4RAGE DOOR SL�45 RECESS J,j 2x BLOCKING a 3rd PTS FOR I 1 6 CONT. BEAD SEALANT m WALL HGT. > 8'-6' �-0 2X STUDS a 24' O.C. UN.O, LZ O SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53 1 ADDITIONAL INFORMATION 1/2' GYP. WB (MIN.) a GARAGE SIDE BLOCK WALL BEYOND _3 1/2, INTERIOR GARAGE W 0 �, > � IF APPLICABLE. 13" MASONRY WALL AND MASONRY PAp FOOTING L AND � v = ) r � ARIE CID RECESS FOR S.GD. 6 x 6 Wl4 x WIA :r 1/4' DIA. X 3 1/4' TAPCONS a 24' ^ EXPANSION JOINT O.W.D.RECESS �., I 1/2' GYPSUM WALLBOARD U.N.O. PAD FOOLING `LY j M = * � * 2x P.t. PLATE EXTEND FILL CELLS � r � LL � L W/ DRYWALL SCREWS a VOL. Z � H SEE PLAN WWF OR FIBERMESH O/C 4 a 6 MAX FROM END OF 2 x CONCRETE NAILS W/ 1 1/4 8 MASONRY WALL t0 FOUNDATION PAD Q w = LLi LLi PLATE = - ``� EMBEDMENT a 12' O.C. STAGGERED, M E l2) 5 CONT. ON 3' � � 4 ° �^ .�: ,� . V � SEE THIS SHEET FOR INSULATION CHART MAT REINFORCING. � _ Z b x 6 WI.4 x W1.4 FROM BOTTOM PLATE TO CONCRETE (MIN. CONT. FOOLING STEEL 6 MIL VAPORLu •r T = -� - CHAIRS (TYP.) _ • . , `" m , . , SHEAR IS& MIN. TENSION 1200) 2' CONT. BEAD SEALANT ± WWF OR FIBERMESH �j\/\ / BARRIER \ \ \ CONCRETE SLAB 6x6W1.4xWIA _ 6 MIL VAPOR m D /\/ - - _ - - - - Tel WWF OR FIBERMESH �v W SECTIONS, DETAILS, & NOTES a, v / a BARRIER y . 6 MIL VAPOR a. \ \\ • \ \ \ Lu MONO �, , \\\ \�\\ \ o ° \/\\/ j BARRIER r \,\,r\, 4 =—�=-- —� ,�' o �W ���\\ ��%�i\' z c ► --_ - - �-=\ — o SHEET INFORMATION: 6 MIL VAPOR SEE A/53 OR /� //. 6 MIL VAPOR \ ' \ Q :%\ /\ -', uL JOB NO.: 390446 SEE A/53 FOR \\\ i\ i \ //�\/�/ //%\ i BARRIER J/S6 FOR REIN. \ 3' MIN. CLEARANCE BARRIER \ ' \ �� �� �� �� NtING u REIN. INFO. 4 14 8 8, 1,-4, 8, INFO. I'-4' (I STY) \\\�/\\/i /•\\\\\i/ BEYOND DATE ISSUED: 04.04.19 OPTION 01 PAD REINFORCEMENT 3' MIN. DRAWN BY: LF [� SEE TYP. WALL SECTION FOR STY) 4' 4' (SEE SCHEDULE) CLEARANCE ADDITIONAL SLAB INFORMATION. TYPICAL INTERIOR BEARINGSEE SCCHEDULE REVIEWED BY: TH SLAB STEP RECE55 S.G.D. 1"I UJALL UJ/OUT UPLIFT S GARAGE DOOR SLAB RECE55 J INTERIOR WALL SLAB STEP NON-SRG.KOK P,4TI0 COLUMN 1=TG. DETAILKN SCALE: 3/4'=1'-O' CJ3 5EE TYP. WALL 5EGTION FOR SCALE: 3/4"=1'-0' S3 ADDIT ONAL INFORMATION. SECTIONSEE TYP. WALL �R SCALE: N.T.S. 53 SLAB INFORMATIONE TYP. WALL . FOR ADDITIONAL SCALE: 3/4'-I'-0' S3 j S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. 83 ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION REFER TO UNDERLAYMENT TABLE ON SHEET SNl FOR UNDERLAYMENT REQUIREMENTS t PROVIDE: _ — — —A — — — — — — —T 12 (2) LAYERS FOR 2:12 < SLOPE < 4.12 — — — — ❑ — — ❑ SEE ELEV (1) LAYER LAYER FOR SLOPE 4:12 ��VENT OR 2ND FLOOR VERTICAL JAM SOLID AREAS ARE SOLID AREAS ARE (Tl'Pa . PRE-ENGINEERED WOOD ?MUSSES a 24' O.G. 1/2' MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 5/8'DIA x 8' J-BOLTS AT 6-3/4', 41-3/4', ll', AND %-3/8' ABOVE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT UPLIFT CONNECTOR (SEE SCHEDULE) GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2)000 DOUBLE 2x4 S.PF. TOP PLATE STANDARD 3' DIA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT INTERIOR SAW GUT TO 10 i/2' SAW CUT TO I0 1/2' FULL Sx8x16 BLOCK 3/4' FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. 1/8' STUCCO FINISH PER ASTM C. 916 APPLY 3 LAYERS THREADED 3 DIA. EXTENSION WALL ❑ ❑ W/ TOTAL THICKNESS 1/6' OVER METAL LATH. FIRST 2 o 1/2' GYPSUM BOARD HORIZONTAL JAMBS DO NOT TRANSFER LOAD. CL DOOR OPENING DOOR OPENING DOOR OPENING—� LAYERS 3/8' THICK EACH. 3RD LAYER 1/8' THICK (SEE SCREW OFF GAP (3' DIA.) W/ DRYWALL WALL NOTES IN SECTION 4.4 SHEET 5Nl FOR ADDITIONAL NFO.) FOR CLEAN -OUT SCREWS a O.C. o —/ ❑ ❑ CRICKET AS ol 4d DRYWALL NAILSS EXTERIOR 4 . a . DOOR STOP REQUIRED e O a WALL ° MOLDING ❑ ❑ ❑ USP SPT24 a EA STUD GARAGE — — — — — — — — — — MLI ❑ — — — 1/2' EXTERIOR GRADE MIN EXTENSION FROM EXTERIORZFACE OF BLOCK WALL Is 1 1/2' DOOR — — — — — — SHEATHING FASTENED TO MAXIMUM EXTENSION FROM IST COARSE 2ND COARSE 3RD COARSE TRUSSES WITH 8d COMMON WIRE EXTERIOR FACE OF BLOCK WALL TO DRAIN 2x6 P.T. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERT' COARSE MUST BE BONDED TO THE NAILS a 4' O.C. BOUNDARIES, 6' BLOCKING (TYP.) IS 2 1/4'COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE O.C. EDGES t 8' O.C. FIELD WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2x4 PT STUDS • 16' O.C. WALL CLEAN -OUT 1" IA50NRY L.,4`I'OUT D cAR�ER/GI�ER �SHiP =__ SCALE: N.T.S. 54 DOOR TRACX----0IL I W/MOUNTING ANGLE SCALE: NtS. 54 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP H? A20 a EA ST7FILLEEDOCELL REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER MAIN SPAN SHEETS FOR INSTALLATION INFORMATION BY ROOF TRUSS MANUFACTURER UPLIFT CONNECTOR TYPICAL GARAGE DOOR BUCK K 8'XS'Xlb' K.O. BLOC(SEE SCHEDULE) TYP I CAL 5E CT I ON TI'-IRU W IND OI,U g SCALE: N.T.S. CONT. AND FILLED S4 CJ. �, ll) r5 VERT. IN GONG. W/ STD. 90° HOOK IN REFER TO UNDERLAYMENT TABLE ON SHEET SNI ALT. KNEEWALL A50VE MASONRY WALL DETAIL E FOR UNDERLAYMENT REQUIREMENTS t PROVIDE: SCALE: N.tS. 5�• 12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 TRUSS BOTTOM CHORD OR (1)LAYER FOR SLOPE > 4:12 KNOCK -OUT ITYP) SEE ELEV. BLOCK W/ (U 5 FOR CONCRETE PLACEMENT 2x4 BLOCKING N (2)16d TOE PRE-ENGINEERED WOOD TRUSSES a 24' O.C. NAILS ®EACH END UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. 02 TOP PLATE 2x S.P.F. STUDS • 16' O.C. CRICKET AS REQUIRED USP 5PT24 a EA STUD 1/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON BLOCKING (TYP.) WIRE NAILS a 4' O.C. BOUNDARIES, 6' O.G. EDGES t 8' O.G. FIELD ■�Illlli�l�l�l�' !p!��'� STD. %e HOOK :. OPENINGSIII�I■ .. „ ..-� _ SEE .FILLED - . .- .:.VERTICA Or. �illll IIII�� ■,■III MillGREATER IIII'� ■1■III IIION rm II 1II■I■ lll�l Ilil ■■Iil III�■ ��IIII IIII�� 2 x BUILT-UP COLUMN w DOUBLE 2x TOP TOP SPLICE °� PLATE • 18-10d NAILS 2 ROWS 10d a 3' O.C. (14 NAILS TOTAL) o,e, 2x TOP PLATE • • 2-lbd NAILS a 24' O.C. OR EQUAL TO TRUSS BOTTOM 2x CRIPPLES a 16"O.C. / . 5/8'DIA X 12' EPDXIED ATR CHORD OR BLOCKING �M/ W/ MIN. 8' EMBEDMENT STUD 24 �c Od s 8' O.C. /ST OG. MAX. 2x BLOCKING a EACH END W/ 10d PROVIDE PAT. NAILS OR a 4' O.C. FROM EACH HEADER 2x P.T. PLATE EQUAL . 12' O.G. FACE TO BLOCKING IRVNOS: �A SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE (2) 2x HEADER PER PLAN 0 UPLIFT= 31810 3105 ( YPP 42) • REINF. INFO. 2x BOTTOM PLATE W/ (1) 10d • 8' PLATE LENGTHS MUST BE 4 8. n VARIES O.G. TO EACH HEADER FACE AT LEAST W-O' LONG. (TYP.) BOTTOM SPLICE '•. ` ; NOTES: TYPICAL INTERIOR NON- 2 x ro (MIN.) PRAT" E OVER STUD 'O NLTE IfiFO�R BEEAAM DEPTHL> 22', PROVIDE AL4'x4' INSPECTION �3EARINC� WOOD FRAME WALL ,J W,4LL HE,4DER DETAIL 1 TOP PLATE SPL ICE DETAIL 1`� LISP NTTI�o N LISP SPT22 ®EA. SCUD PORT * EACH VERTICAL REBAR t DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. SC ALE: NtS 2x P.T. PLATE SCALE: N.T,S. eJ� SCALE: N.T.S. 02 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED F= 2240 LBS �� NOTE: EPDXY TO BE 51MP50N 5/8' x 10' 'J' BOLT a 24' O.G. MAX ROOF TRUSS PROPERLY. 5ET-XP OR EQUIVALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ' LISP 8'XS'Xlb' K.O. BLOCK W/ (1) 45 MOISTURE BARRIER ® OPENINGS LESS THAN OR EQUAL TO W-0' IN WIDTH DO NOT C CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. (1) 05 VERT. IN CONC. FILLED CELL TYPICAL FILLED LINTEL ASSEMBLY rG W/ STD. 90• HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.Ts. G ,i SCALE: N.T.S. 5 HEADER SUPPORT NO. OF JACKS t STUDS REQ. AT OPENINGS 2x4 WALL 2x6 WALL STRAPS JACKS JACKS STUDS JACKS STUDS SIZE (UN.O. ON PLAN) EA END EA END EA END EA END 1'- 4' (1) (2) 1 (1) (2) (1) USP LSTA30 4' - 9' 1 (2) (3) (2) 1 (2) (1) USP LSTA30 V -16' 1 (3) (3) (2) 1 (3) (2) USP LSTA30 LISP SPT4 6PT24 USP SPT4 5PT24 USP SPT4 ROOF TRUSS ABOVE • 1x TOP PLATE 2x BLOCKING Z � 2x STUDS a 24' O.C.NAIL OVERLAPPING \\ 5/8'xl0' 'J' BOLT \ NOOED a 24' O.G. MAX. �\\ \ (2) Ibd TOE NAILS 10d NAILS • 6 O.C. EA BLOCKING TRANSOM BOTTOM PLATE 2x P.T. FRAMING FRAMING STAGGERED WIDTH OF OPENING VARIES FORM CONCRETE INSET TO CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) SECTION PLATE SEE SECTION AA/Sl \ AND 515/61 FOR 2x8 WALL A50VE WALL ABOVENADDITIONAL I/2'X9 I/2' PLYWOOD . DETAILS �; ENTRY SCRAP MATERIAL SEE FLOOR PLAN NOTES \` USP SPT22 KO BLOCK W/ J FOR REQUIRED CONNECTION USP SPT4 USP SPT4 USP SPT4 J-BOLTS a 24' O.G. (I 05 CON? t FILLED RECESS MAX CC,r'l 'o ``�` l2) ROu1S 12d NAILS STAGGERED LINTEL 5/8'XI0' J-BOLTS C� a 12' O.C. EACH FACE OR (3) ROWS 12d NAILS STAGGERED 2x P.T. PLATE a 2'-0' O.C. FORM CREATES CONCRETE RECESS TO a 11 O.G. FOR 2x10 OR GREATER • .' 4 •'. MASONRY WALL MOUNTING BASE NOT SHO DETAICLARITY L BELOW MOUNTING BASE SHOWN IN POSITION 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES • HEADER h H 2X8 P.T. BOTTOSWN M PLATE C AT FOR BLOCK IS POURED 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH 16' O.G. W/ (2)12d IN PLACE CONCRETE TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8'x10' 'J' BOLT a 24' O.C. MAX FIN�e SLAB/ GAt�FLo� r Sx8x16 Gr1U. (THIS IS A REGOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 (2) 2x HEADER (SEE PLAN) USP SPT4 LISP G S4 (MIN. (2) PER BOTTOM PLATE) USP SPT4 C MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END INTERIOR HEADER SLOPE FORWARD PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 (U 2x SILL KATE W/ l0d NAILS a 4' OZ. FOR DRAINAGEL 10d NAILS a (2)12d TOENAILS. -� STAGGERED A I0d NAILS a b' O.C. ..:. GARAGE FLOOR GARAGE ENTRY FORM DETAIL 8 O.C.oCTYP. Box EXTERIOR HEADERS --,—� � \ \ STAGGERED HEADER (1) 2x SILL PLATE W/ TRANSOM FRAMING SCALE: N.T.S. 2x JACKS (SEE ONLY (2)12d TOENAILS. OPENING ��`� \ -4 o c BEYOND. —~ N GARAGE DOOR TRACK MOUNTING BRACKET TABLE ABOVE) LARGER THAN 4 FT. (2) 2x SILL PLATE W/ MP3 CLIPS \ \ \\TRANSOM1 \\ \ NAILED INTO MOUNTING SASE DETAIL \ FRAMING ` �D ' SCALE: N.T.S. GARAGE DOOR ROLLER GARAGE DOOR TRACK a EA SIDE \\ \1 TRANSOM FRAMING SEE SECTION AA/SI AND �\ \ PLYWOOD FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS a 4' O.C. o E SHEATHING 84 CONNECTION ASSEMBLY 2x STUDS (SEE TABLE 55/51 FOR ADDITIONAL �� BOUNDARIES, 6' O.C. EDGES AND B SEE PLAN FOR FOOTING DIMENSIONS ; DIRECTION OF GARAGE ABOVE) DETAILS 8 O.G. FIELD ' DOOR TRAVEL USP HTTI6 TYP. U.N.O. 1 USP PLYWOODGARAGE ENTRY FINISHED MASONRY DETAIL j� - Q SEE N/84 q.,� SPT22 SHEATHNG SCALE: N.T.S. s4 I �N/, P.T. BOt. PLATE RECESS LINTEL SPT4 P �L BELOW 5/8'XIO' J-BOLTS a 24' OZ. MAX (MIN. (2) PER BOTTOM PLATE) `I' " HOLD DOWN CONNECTIONS �4 AL - * ' ' l NOT REQUIRED ®BEARING TEF44ATE: 5/8' DIA ATR EPDXIED TTOM OF MOUNTING B WALLS WITHOUT UPLIFT . , • • 'a. MIN. 6' INTO BOND BEAM POURED CONCRETE BASE FOR TO BE 2' ABOVE FINISHED BLOCK WALL. RECESSED 2X8 P.T. BOTTOM a 24' OTC. SPACE FOR GARAGE DOOR GARAGE FLOOR. UJALL DEADER DETAIL Q PLATE ING ED FORWARD THIS DRWATER SCALE: N,T.S. S� FRAMING DETAILS ABOVE ENTRY R PARTIAL INTERIOR ELEVATION 5/8'x10' 'J' BOLTS a 24' O.C. MAX. SCALE: N.T.S. CJ4 (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. 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 N Z 0 Z In ^ H � d M Z �00 �La°° w z Z� j U 1 F— w l Ll V) W w � v _ � TV) J Q T Iin m Qo Lj 1--m O Z �Z 0- C/) M O 1Z V) TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (VGsd = I08MPH), 3 SEC. GUST, EXPOSURE'C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = s0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. OX19 LENNAR CORP: THLS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOLR WRITTEN CONSENT FROM LENNAR CORPORATION. CM19-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE 5 PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06,08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.0�,CROSS-RLF NNECTION VW$IGN NO: `1'.034 o2;a T-19 �-r N. V fn .CO O Lu sz m J z O �1 L1J a = U W (D N Q W w� 2� �� W r w Z QLL =W 5 W ❑ �1 ❑ SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 390446 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S4 O O� O 100 LO SEE STRUCTURAL NOTES BACKNAIL W/ (2) Ibd NAILS SEE STRUCTURAL NOTES BACKNAIL W/ (2) Ibd NAILS AND NAILING SCHEDULE FOR USP R716A OR EQUAL AND NAILING SCHEDULE SHEATHING DETAIL 2x4 OUTLOOKER • 24' • EA. OUTLOOKER 2x4 FOR SHEATHING DETAIL O.C. (OPTIONAL - SEE BACKNAIL W/ • 2x4 4 O.C. OUTLOOKER REFER TO SECTION J ON OUTLOOKER ELEVATIONS) SEE STRUCTURAL (2)16d NAILSF SHEET 65 FOR X-BRACING • 24' O.G. NOTES AND NAILING TOP CORD INFORMATION TOP CORD 45`� 2X4 CONT'L' BRACE TOP CORD BLOCKING USP RTI&A OR EQUAL SCHEDULE FOR BLOCKING FOR BLOCKING FOR FASTENED W/ (2)10d FOR FIRST FOUR ROWS 24'MAX. • EA. OUTLOOKER SHEATHING DETAIL USP RTI6A OR FIRST FOUR ROWS FIRST FOUR ROWS OF 3'• 24' O.C_ CMID OF TRUSSES • EDGES EQUAL • EA. OF TRUSSES • � � � / TRUSSES •EDGES I HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 GROSS BRACE OUTLOOKER 4' MAx. EDGES OF OF SHEATHING TYP. 2X4 KICKER I 2x8 SYP"2 'L' BRACE t0 2x4 CROSS BRACE APPROX. APPROX. 8' FROM USP HGAM10 W/ l4 , WOOD TRUSSES • 8'-0' O.C_ EXTEND • LEAST W% RIDGE FASTENED AT SHEATHING TYP. 1/4'xl-3/4' WEDGE � 2x4 CROSS BRACE OF WEB LENGTH t USP 8 FROM RIDGE FASTENED At EACH JOINT W/ (2) I L BRACE TO EXTEND\ \� I SPT4 • EA EACH JOINT W/ l2) 10d t (2) AT LEAST 90`'o OF WEB BOLTS t l4) Sr.*SS 2x4 RAT RUN APPROX. 8' FROM NOTCH a BOTTOM 10d t (2)10d TOE 1/4' x 1 1/2' SCREWS � BRACING AT 24' STUD 10d TOE NAILS a EA. END I LENGTH (SEE TABLE) / O.C. ON TOP OF RIDGE FASTENED AT CHORD (SEE TABLE) NAILS • EA. END EACH JOINT W/ (2) I USP RT3A WITH 8-8d 2X6 FRAMED WALL - SEE ABLE TRUSS BOTT. CHORE) WALL SECTION FOR SPACING I/2' CDX PLYWOOD OR 10d t 11�0d TOE - � FROM LEDGER TP 2x4 PANEL BLOCKING I FOR 4 TRUSS ' Y. • 48' O.G. FOR THE I 1/I6' OSB SHEATHING SPANS ATTACHED NAILS • EA END BLOCKING 1/2' CDX PLYWOOD OR 1/ib' FIRST (4) ROWS OF ATTACHED W/ 10d NAILS W/ 2 - 16d At EA. 2X4 STICK LUMBER GYPSUM WALL BOARD I GABLE TRUSS OSB SHEATHING ATTACHED I • 6' O.C.EDGES AND 12' 24" O.0 MAX TRUSSES FROM EA.TRUSS JOINT IN LINE WITH JACKS (2) 16d COMMON NAILS 2x4 PANEL BLOCKING • 48' O.G. FOR THE FIRST I I/2' CDX PLYWOOD OR W/ 10d NAILS • 6' O.G. EDGE$ ENE) TES TOP t I O.C. FIELD (see detail in eng pack for grade) or 0.128" x 3" GUN NAILS (4) ROWS OF TRUSSES FROM EA. END TYP. I 1/16' OSB SHEATHING AND 12' O.C. FIELD BOTTOM ATTACHED I (2) Ibd NAILS BOTTOM CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d DOI(2) 16d NAILS W/ (2) I6-d TOENAILS 2x4 'T' ON TOP OF PANEL 2x4 BLOCKING • 24' 2x4 LEDGER (MATCH BOTTOM CHORD NAILS • 6' O.G. EDGES 2x4 PANEL BLOCKING ® 48' 2x4 BLOCKING BLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STRENGTH O.C. W/ 2 - Ibd 2x4 't' BLOCKING 10dx3' • 4' O.G. CEILING BOARD PER CODE TOENAILS • EA END 2x4 BLOCKING SLOPE OF ADJACENT SCISSOR TRUSS) AND 12 O.C. FIELD O.C. FOR THE FIRST (4) ROWS 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD W/ 13/8' DRYWALL NAILS OR • 48' O.G. 2'xb' P.T. SILL NOTCH 'L' BRACE HERE OF TRUSSES FROM EA. END 2x4 'T' ON TOP OF PANEL PER CODE FASTENED WITH 8d COOLER NAILS P HGAIO • 36' MASONRY WALL 5/8' x 10' 'J' BOLT • 48' O.G. WEEP SCREED INSTALLED �P• TOP t BOTTOM ATTACHED BLOCKING, FASTEN WITH DRYWALL SCREWS 1' O.C. 16d NAIL W/ (2) lb-d TOENAILS 10dx3' • 4' O.G. OR I 1/4'LONG DRYWALL SCREWS COMPLYING O.C.CEILING t 8' O.G. WALL$ ARCHITECTURAL FINISH 'L' BRACE USP HTA20 OR EQ. • V -0' O.C. TYPICAL. PER MANUF. t FRG WITH ASTM CI002 FOR FIRST 8'-0' FROM END DBL. TOP ATTACHED W/ ALTERNATE USP LSTAI8 STRAIGHT STRAP • 4'-0' SECTION R103.12.1 5/6' OR 1/2' HIGH STRENGTH PLATE STUD WALL 2x4 LEDGER (MATCH BOTTOM WALL • 4 O.C. TYPICAL (SEE TYP SEC) 10d NAILS 4 O.C. ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT O.G. tYPICAL DROPPED FLAT TOPS OF W/1-10dx1 1/2' AND TO MASONRY W/ (3) 3/I(o'x 2 1/4' FASTENEDWITH 8d COOLER NAILS ASS) USP SPT24 • EACH STUD EXT, WALL GONN, 6 NON -LOAD HIPS FOR FRAMING TAPCONS. �I OR 1 1/4' LONG DRYWALL SCREWS c t * I * I GABLE TRUSS WEB (GIRDER NOT DROPPED) 6 E C T I O `� 2 COMPLYING WITH ASTM C1002 FOR JE C I I OI � 3 SrE CT I OI �l 4 BEARING LOCATION FIRST 8'-0' FROM END WALL • 4' K`D DOUBLE 'L' BRACING DETAIL g SCALE: N.T.S.J� O.C. TYPICAL SCALE: N.T.S. SCALE: N.T.S. CJ� SEE TYP. WALL SECTION FOR SCALE: 3/4' = I'-0' CJ� SCALE: N.T.S. S5 DROP HIP DET,4IL ADDITIONAL INFORMATION SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) I(od NAILS SCHEDULE FOR SHEATHING DETAIL 2m�-O' MAX 20'-ID' MAX 8d • 6'O.C. 2 x 4 BLOCKING W/(1)10d T. BRACE SEE DET. J/S5-LI VC-ONTINUOUS BOTTOM CHORD BRACING 1X4 MIN. 2x4 'T' BLOCKING TOP CORD WOOD TRUSSES TOE NAILS • EACH END • n BLOCKING FOR 45' f 24' MAX. 2x4 OUTLOOKER • 24' O.G. (TYP) • a, FIRST FOUR ROWS 24 O.C. OF TRUSSES • I USP RTIbA OR EQUAL • EA. EDGES OF 2x4 CROSS BRACE OUTLOOKER •I 2�, I .SWEATH11_i APPROX. 8' FROM I 'L' BRACE TO EXTEND AT LEAST `9 TYPICAL RIDGE FASTENED At EACH JOINT W/ (2) 10d `�% OF WEB LENGTH (SEE TABLE) • I II x t (2A0d TOE NAILS • I GABLE TRUSS EA. END 1 1/2' CDX PLYWOOD OR 1/16' OSB >x< 2x6 P.T. SHEATHING ATTACHED W/ 10d TRUSS VERT. WEB ll SILL i NAILS • 6' O.G. EDGES AND 12'm N BRACING W/l3)10d x 3' SPACED • 48' O.G. X. O.G. FIELD i (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS 2x4 PANEL BLOCKING • 48' O.C. FOR THE FIRST I I • • EACH CONK. • 24' O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE 10dX3 • 3 O.G. THROUGH CHORD 8'-0' OF END WALL FROM EA. END TYP. BOTTOM I INTO 2'x(o' P.T. PLATE USP HGAM10 W/(4)-1/4'A-3/4' (D = 0.148', L = 3') OR EQUAL lD = 0201', L = 4 1/2') OR EQUAL NAILS lD = 0201', L = 4 1/2') OR MOISTURE BARRIER CORD ATTACHED W/ (2)16-d TOENAILS I WEEP SCREED INSTALLED PER WEDGE BOLTS t (4) SDS 1/4' NOTES: EQUAL _ MANX. t FRC SECTION R103.12.1 x 1 1/2' SCREWS BOND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA x 5 1/2' LAG SCREWS OR EQUAL - SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 2x4 'T' ON TOP OF PANEL BLOCKINGMOISTURE BARRIER MASONRY WALL, 2x4 BLOCKING • 48' O.G. �- 'L' BRACE I 16d NAIL AtTACHED W/ I 10d NAILS 0 4' O.G. TYPICAL k GABLE TRUSS wEB SINGLE 'L' BRACING DETAIL SCALE: N.T.S. S5 DIAPHRAGM BLOCKING • 48OZ. IABLE TRUSS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA. x 1' LAG SOWS OR EQUAL FASTEN WITH 10dx3' • 4' O.G. USP HTA20 • EA. TRUSS NOTE: — — — — TRUSS VERTICAL ARCHITECTURAL FINISH THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d VERT. WEB (24' O.G. MAX.) 1) SEE TRUSS MANUFACTURER'S TRUSS ENGNEERNCs TOP t BOTTOM CHORD GABLE 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACINCs • 4'-0' O.C. MAX (2) 2x8 'L' BRACE C1002 FOR FIRST 8'-0' FROM END WALL • 4' O.C. TYPICAL MISSED VERTICAL WEBt USE THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3) ibd COMMON NAILS. (ONE INTO EACH OUTSIDE FACE 5/8'x 10' 'J' BOLT • 32' O.G. SIMPSON MSTAM36 ON OUTSIDE 2) 'T' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL. PERMANENT Ibd PER SIDE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION MINIMUM 6' FROM PLATE SPLICES EXT. WALL GONN. '@ NON - LOAD BRACING OF WEB MEMBERS PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. SCISSOR GABLE 'T' BRACE TYPICAL N,4ILING SCHEDULES FOR BUILT-UP COLUMNS g W/ 3/16'x2'b PLATE WASHER BE�4RINC LOCATION (UNEVEN CLC.) REQUIRED MINIMUM PERMANENT TRUSS SRACING PLAN L CJ� SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE. 9T•SA�5� AS PER BCSI 1013 EDITION SCALE: N.T.S. PER HIB 91 SCALE: N.T.S. 85 SCALE: N.T S. CJiJ cj�j ADDITIONAL INFORMMATION. x 2x4 OUTLOOKER • 24' SCISSOR TRUSS O.G. W/ (2) 10d PER JOINT TOP CHORD BLOCKING FOR 1ST MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2) Ibd TOE NAILS • EA. END (SEE PLAN FOR LOCATIONS) 10dx3' O.C. 2x4 RS (2) Ibd PER • 6' O.C. JOINT TYPICAL 12" MAX. "L." BRACING RE aU I RE MENTS STUD SPACING NO 'L' BRACE (1) 2x4 (UN.O.) 'L' BRACE 2'xb' (UXO.) 'L' BRACE 24' 010' - 3'-0' 3'-0' - 6'-0' 6'-0' t GREATER SCISSOR GABLE - (1) 2x8 02 S.P.F. 9 EACH VERTICAL AND (2) 2x8 FULL HEIGHT 6 DIAPHRAGM BLOCKING '01 N 12 6.9 MAX. PRE-ENGINEERED OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6' OVERLAP 2X4 BRACING • 48'O.C. CONTINUOUS WOOD TRUSSES TO FIXED LOCATION ATTACHED W/ 2-10d • EA TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) CONTINUOUS BOTTOM CORD BRACING 2x4 MIN. NOTE:1) ALTERNATE NON -DROP 'L' BRAE MU5T EXTEND AT LEA5T cJ% OF WE MINIMUM (2) Ibd PER JOINT MINIMUM 2x4 TRUSS BRACING GABLE WHICH REQUIRES BRACE TO EXTEND ULLBHEIGHT OF GABLLENGTH E. CROSS 511R,4CING DET,41L- J GABLE END DETAIL 2)'L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3' NAILS a 4' O.C_ TRUSS 5R,4CING OVERL-,4P DET,41L. M COSMETIC DROP CEILING FRAMING SCALE: N.T.S. CJ�J SCALE: N.T.S. SCALE: N.T.S. CJ�J' SCISSOR TRUSS W1 DROP CEILING BR,AGING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NITS 1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION s5 s5 END JACK 'L' BRACE W/ 10d • 4' O.G. 12 3 (SEE SCHEDULE FOR SIZE 12 69 �' ll'-O" MAx. 12 AND LOCATION) 6.9 MAX 'L' BRACE uU 10d • 4' o.C. # OUBLE TOP PLATE 6.9 MAX. g (SEE SCHEDULE FOR SIZE 5v5 AND LOCATION) S5 tiA 2X4 LEDGER LE T CORNER JACK USP LSTA 18 °v5 _IL W UPLIFT CONNECTIONS - ,,.. DBL. TOP PLATE � I P FR,41" I I NG TUD$ • 16' o G. T. BEARING CON BE R NG T. BEARn� , , �,,� (�, _mDS • 16, OL. �, SPn4 WOOD FRAMED GABLE END BRAG LNGDETAIL G,4 B L- E END B R4 C I NG D E T,41 L- • EACH STUD G,4B L E END B R,4 C I NG D E: T,41 L- SCALE: 3/4'-1'-0' MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION USE USP HTA20 (OR EQUAL) CONNECTORS • MA50NR1' OR USP RT16A (OR EQUAL) CONNECTORS 0 FRAME WALLS 4 USP RM • HIP JACK TO FRAME WALLS MEAN WALL HE IWT UP t0 30'-C' - SEE STRUCTURAL SCALE: N.T.S. NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. O O CV 0 1 b A REFER t0 SECTION 1 ON SWEET 55.1 FOR X-BRACING, AND TOP CHORD BLOCKING SCISSOR TRUSS INFORMATION SCISSOR TRUSS T4r /— 4 1/4' TO 1/2' GAP BETWEEN TOP PLATE 4 TRUSS 1/2' NOMINAL PLYWOOD OR OS$. NAILED W/ 8d NAILS • 4' O.C. BOUNDARIES, 6' O.C. EDGES, 4 12' O.C. FIELD X a sclssoR TRuss REFER TO SECTION 1 ON SWEET 55.1 FOR X-BRACING, AND TOP 2x4 RAT RUN BRACING • CHORD BLOCKING 24' O.C. ON TOP OF INFORMATION BOTTOM CHORD FOR (4) TRUSS SPANS ATTACHED Z W/ 2-16d • EACH TRUSS o D JOINT 0 1/4' TO 1/2' GAP BETWEEN TOP PLATE 4 TRUSS 2x4 BLOCKING END NAILED o W/ 2-16d • 24' O.G. (MAX.) � USP WGA10 a • 461 O.G. USP HGAI0 Q 2x4 BLOCKING (TURNED • EACH TRUSS FLAT) NAILED TO TOP PLATE WOOD FRAME EXT. WALL WOOD FRAME EXT. WALL W/ 5-10d NAILS USP 6PT24 • EVERY OTHER STUD 2x8 STUDS AT 16' O.G. USP $PT22 • EVERY OTHER STUD K.O. BLOCK W/ (1) 5 CONT. 4 FILLED 5/8' x 10' 'J' BOLT • 24' O.C. (STAGGERED) W/ 2' DIA. x 3/16' PLATE WASHER (TYPICAL) ix2 P.T. FURRING STRIP USP $PT24 • EVERY OTHER STUD WOOD FRAME EXT. WALL 1/2'NOMINAL PLYWOOD OR E O,$.B. NAILED W/ 8d NAILS • 0 LISP SPT24 • 4' O.G. BOUNDARIES, 6' O.G. EVERY OTHER STUD EDGES, 4 12' O.G. FIELD 2x8 STUDS At Ib' O.G. 2x8 STUDS At 16' O.C. 4-- 1/2' CDX PLYWOOD OR 1/16'065 SHEATHING W/10d NAILS • 6' O.G. USP $PT22 • • EDGES 4 12' O.G. FIELD. EVERY OTHER STUDtcl. USP $PT22 • EVERY OTHER STUD WEEP SCREED INSTALLED PER MANUF. 4 FRC SECTION R103.1.2.1 KO. BLOCK W/ (I) KO. BLOCK W/ (1) 05 CONT. 4 FILLED 5 CONT. 4 FILLED 5/6' x 10' 'J' BOLT • 24' O.G. (STAGGERED) W/ 2' DIA. x 3/16' PLATE WASHER (TYPICAL) 5/8' x 10' 'J' BOLT • 24' O.C. (STAGGERED) W/ 2' DIA. x 3/16' —lx2 P.T. FURRING STRIP PLATE WASHER (TYPICAL) —MASONRY WALL (DESIGNEDMASONRY WALL (DESIGNED lx2 P.T. FURRING STRIP AS CANTILEVERED) AS CANTILEVERED) till MAN$ONRY WALL (DESIGNED AS CANTILEVER) NON -SEARING EXT. KNEE -WALL A NON -SEARING EXT. KNEE-UJALL B NON -SEARING EXT. KNEE -WALL C SCALE: 3/4' = 1H-O'jEj.l SCALE: 3/4' - V-0' CJ�"1 SCALE: 3/4' - 1'-0' 55.1 2x4 CROSS BRACE AT SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS RIDGE FASTENED At EACH JOINT W/ (2)10d x 3' USP RTIb OR EQUAL • EA. OUTLOOKER 0 0 • y O O e� TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES • EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) Ibd NAILS 2x4 IT' ON TOP OF PANEL BLOCKING, FASTEN WITH 10d x 3' • 4' O.G. o °$° o N CEILING RIDGE 2x4 PANEL BLOCKING • 48' O.C. ATTACHED W/ (2) Ibd TOENAILS INTO BOTTOM CHORD. INTERIOR HIP VAULTt 6:12 SLOPE CENTER AND 3:12 SLOPE SLIDE$, 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITW 8d COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 81-0' FROM END WALL • 4' O.C. TYPICAL 2x6 P.T. SILL 5/6' x 10' BOLT • 24' O.G. MINIMUM 6' FROM PLA SPLICES W/ 3/16' x 2' 0IA. PLATE WASHER GA5LE END DETAIL AT PIP VAULT SCALE: N.T,S. 2x4 OUTLOOKER • 24' O.C. 24' MAX 1/2' CDX PLYWOOD OR 1/ib' OSB SHEATHING ATTACHED W/ 10d NAILS • 6' OZ. EDGES AND 12' O.C. FIELD E TRUSS 'L' BRACE TO EXTEND At LEAST 90% OF WEB LENGTH (SEE TABLE ON SHEET 65) 10dx3'•3'O.C. THROUGH CHORD INTO 2' x b' P.T. PLATE —PLACE SHEATHING FLUSH W/ MASONRY. -WEEP $CREED INSTALLED PER MANUF. 4 FRC SECTION R103.12.1 MOISTURE BARRIER. USP WTA20 • EA TRUSS VERT. WEB (24' o c. MAX.) DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f.813.645.9698 www.danscoengineefing.com CA 25948 CD N z o 0 z Lp dlnU- w^ g z Fa-�acN'n � r� w uS �3 j U W W LL LLJ �' V) _ � TV) � J Q 1 m V) W Q O co � O w Z U Z � Z a OU cn � EL cn TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=l:0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R 6 SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. OW19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. CM19 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE 6 PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02 11 19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION NO. 1.03 / 02.11.19 f7) �O •dl 4,°n" 4V w m J z O w W C7 } N w QL0 �N JN W �* a: -a �* Z Q LLI = LLI LLI - (� < Hi FCL W ❑ ❑ SHEET TITLE: FRAMING CONNECTIONS @ EXTERIOR WALLS SHEET INFORMATION: JOB NO.: 390446 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S5.1 O Cr O CV 00 1 CN LO r— DOOR JAMBATTACHED DOOR JAMB 1 X 4 1/2" DRYWALL DOORJAMB 1 X 4 1/2" DRYWALL PER ATTACHED PER PERATTACHED DOOR MANUF. DOOR MANUF. t1A4j11/_"DRYWALL DOOR MANUF. 1 X 4 X 4 tl 3-1/4" LONG X 3/16"0� 1 X 4 FURRING 3/16"4+ X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 BLOCK@ SPACING �� 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 31t 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 PER DOOR MANUF. DOOR MANUF. DOOR MANUF. 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16" 0 X 3" 2x P.T. AS r Er:r 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL ,) P') ♦O♦♦♦♦1♦♦ #5 REBAR (TYP)''''''�••` ow K (TYP.) ♦�♦♦♦♦♦i1 '� �D. 90° HOOK (TYP.) If FJO/3:741 '''''�••`• t2" :TCFT4%i @ FIRST COURSE FILLED CELL PER FOUNDATION PLAN BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION rH SCALE: N.T.S. SS SCALE: N.T.S. SS 3/4" PLYWOOD DECKING GLUED O.C. AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2x8 P.T. BUCK -CONNECT TO BLOCK no SECTION ATTACHED WALL SHEATHING TO USP RT16M UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1395 # FOR 1 STRAP 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2= 2790 # FOR 2 STRAPS FILL 1st COURSES ROWS STAGGERED EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 2x BAND JOIST W/ FACE NAIL R 1-PLY PRE-ENGINEERED TRUSS 10d @ TOP & BTTM CHORD, 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS AND (8) FACE NAILS 10d @ BLOCK HEADER ARCH BLKG. & BUCK USP RT16M W/ (9)10d x 1Y" NAILS & TRUSS VERT. WEB (4) Y4" x *4" TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP METAL SEAT PLATE 8d NAILS AT 8" O.C. AT BUCK HTWM16 W/�(8)10d x 1Y2" NAILS AND NOTE: 1 3 LAP SHEATHING TO 2 x 8 45 DIAGONAL (4)10d NAILS 7nA LEAVE A CUT OUT IN O.S.B. ON THE (4)Y4 X 1 4 WEDGE BOLTS [(1) BOTTOM OF BAND :.:" STRAP = 1225 # , (2) STRAPS 2450#) JOIST TYPICAL BRACE(S) 2 x 8 BRACE/INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED "" 7/16" OSB FOR OVERHANGS BETWEEN OVER 1 1/2" CUT H.B. FOR BOND BEAM OR CAST CONTACT ENGINEER OF RECORD FOR �USPGAM10�12'.C. w/4-SDS 1/4xl 1/2" BUILT UP PLWD. BUCK ARCH PANEL 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRucTIONs. @ POLYIS AREA SCREWS INTO BAND JOIST & (4)1/4 -3/4 SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS IN PLACE BEAM _j WEDGE BOLTS INTO K.O. BLOCK BACKSIDE TO FIT ARCH (4)INTO 2 x 8 AT EA. END OVERHANG CONNECT W/ 8d NAILS BRACE/ BLKG. RETROFIT TRUSS DETAIL INSTALL WDW. SCREW ANCHOR-1' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB N.T.S. INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION a" MIN. OF BRACE 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH RETROFIT WALL OVERHANG DETAIL (NTS) RETROFIT FOR MISSING EMBEDDED STRAP DETAILS OR THRU 1-1/2" THK. OR MORE BUCK IF TRUSSES USED) W/ (3) #12 X 4'/i' WOOD FOR OVERHANGS BETWEEN 3/4"TO 1 1/2" WITHIN 6" MIN. OF START OF ARC START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY 7. WA / NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 4' MAX. RAD. WALL USE (3) 1/4" X 3 1/4" TAPCONS AT 16" O.C. TR S ARCH DETAIL � JACK TRUSS PROVIDED BY TRUSS 2 X 4 #2 SYP SCAB TO SIDE OF SCALE: N.T.S. QS—,) COMPANY OR 2x6 #2 SYP @ 24" O.C. 12 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1'-0" 5'-0" MIN. SEE 2x 0 * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. W/ (3) 8d TOENAILS @ TOP & BOTTOM V 2 x BUCK - CONNECT T BLOCK CHORD TO LEDGER PLAN + + RhANG �FNGTN TO TRUSS I TOLS P CHORD FINISH FLOOR 8 C C EC 0 OC WITH 1/4" x 31/4" TAPCON (1 1/4- MIN. SECTION ROOF SHEATHING ATTACHED + + PLYWOOD SHEATHING ° /4" MAX EMBEDMENT INTO BLK.) " B-B PER NAILING SCHEDULE + + #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2-0 8 (5) -12d NAILS + + REQUIIREDING AS DD v 1a" ° o P o ° ° CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A TO SUPPORT ° ° °D IN TOP 9 TRUSS + SOFFIT o tg KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK + �qil CHAIR BLOCK 2 x 8 VERT. W/ (2)10dNAILS AT EA. END PROVIDE 2x 2X4 SYP =p. . .D .Q C °. PROVIDE T MIN. EACH TRUSS MONO FOOTING SIZE AND REINF. PER PLAN 1 — PROVIDE 2 x 8 DIAG. BRACE BF CONT. IL (3) JACK TRUSS PROVIDED BY AND SECTION DETAILS -I VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS - BUCK - 1 WITHIN 4° TRUSS COMPANY OR 2x4 ' BRACE EXCEEDS 24" () CONNECTOR LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF • -I , 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. CLEAN FILL ° V. TO BE INSTALLED 3'-0" MAX SEE PLAN SEE LINTEL DIRT Z SCHED. STANDARD " BUILT UP PLWD. BUCK - 7I16" OSB ARCH PANEL o ° 90 HOOK N SCRIBE (NOTCH) BACKSIDE 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH CENTERS FIT #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #12 X 4%2" WOOD FILLED CELL- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY PRECAST LINTEL BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4' X 31/4" TAPCONS AT 16" O.C. - ° I ° ° THRU OSB INTO 2 x 8 FOR OVER HANG MAX. 4'-0") ° INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @SHED ROOF L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWAL SS SS SCALE: 3/4"-1 0 SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: N.T.S. SCALE: 3/4" =1'-0" _ � �� SCALE: 3/4" = V-0" A/C CHASE 4" PVC PLUMBING LINE SLEEVE THRU STEM NOTE: IF RETROFIT FILLED CELL CONDITIONS TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE WALLF EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD CENETERED PIPE TOP (2) #5's x 4'-0" FOR ADDITIONAL INSTRUCTION. @ PVC OR SCH40 SLEEVE CENETERED @ PIPE ;F`-�E==-•=ate,- PENETRATION PLUMBING LINE PENETRATION *—_ ' — — — — — EXISTING BOND BEAM. III=I � I= � = � = � I � I= � FINI GRADE MASONRY WALL. SEE PLAN FOR ° ° ° ° ° L=III—I 9 I —I I—=— _ _ REINFORCING. PROVIDE LOWER �--:.— ° • . • ° —III=1 I I —I I I —III —III I I —III III=III=1 I =III=III=1 HOOKED DOWEL UP COLN. —III III=1 I=I I=� 4 �=III=I I -III -III I=I I=I=I I=I I I==III= III=I=I I=III=I DRILL 3/4"X6"MIN. HOLE III -III III —III —I I —III=III= SEE PLAN SET BAR IN EPDXY HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE Q0Z • ° . • ;III=III — W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL ° =1 I—III—III=1 1= `—III = —I _ (1) #5 BARS CONT. OCCURS WHERE HIS CONDITION THREAD ROD EPDXIED W/ #5X6 EMBEDDED INTO SEE FND. PLN. SLEEVE THRU STEM ' ' I=1 12" BELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN. z EXISTING BOND BEAM SIZE & REINF. GRADE COVER 6'-0" F.F.12" EMBEDMENT & 1-3/4" MIN. ¢ FILL CELL FULL HEIGHT WI SEE PLAN FOR ' y a . • .; . �° �EDGE DISTANCE � SEE FND, PLN. FOUNDATION INFO ` ' a' w w NON SHRINK GROUT. SIZE &REINF. PIPE PERPENDICULAR TO FND. x (ALLOWABLE UPLIFT=2,249#) w STEM FOUNDATION N A PIPE VERTICAL THRU FND. __ — — - a 1> o 11= � g TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE ° 5X6' EMBEDDED INTO CENETERED @ PIPE GRADE o — EXISTING FOOTING 2-#5XV IN CONC. PENETRATION PLUMBING LINE REINF. SEE PLAN u D N FILLED CELL . o. DRILL 3/4"X6" MIN. HOLE a a GRADE 4 SET BAR IN EPDXY:. O ;III-1 —�—� ° a ° I —III —III ° I —III —III—' — o -I 1—I °= —_III _ — 11—I I I= ° ° —III=1 =III CELL FILLED SOLID I I� III . -III=1 N i I> W/0. (1) #5 VERT. REBAR SAW CUT 'I SEE FND. PLN. (2) #5 REBAR. MIN. 3" (2) #5 REBAR 6" MIN. 1-STY COVER EA. WAY A SECTION SIZE & REINF. A/C CHASE 4" PVC 20" MIN. (2-S EXISTING FOOTING SLEEVE THRU FOOTING � SCALE: N.T.S. MONO FOUNDATION SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL TYP. FND. PENETRATIONS SCALE: 3/4" =1'-0° SCALE: 3l4" =1'-0" SCALE: N.T.S. SCALE: N.T.S. NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT ♦ UNACCEPTABLE INSTALLTION 4 PROPER INSTALLATION ♦ ��♦#, DO NOT DO THIS MAX., 8,> ��•` ♦♦ FILL SOLID BOTH CELLS #5 REBAR STD. 90^ H00 nL . IL +5A NOTCH WEB AT THE FIRST DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.donscoengineedng.com CA 25948 g z o r o 0 V' M z 0- 4. 4. u, 0. z 0� 3 z w 0 Co V_ U L X tTi C/) W W W C W :�E cn = O v- V) J Q 00 Q 0 °° Q l_ m 0 Z LLu U < Z LO cr) 0 CL N O TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (VGsd = I OBMPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 0"19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. CM19 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08,18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. UPDATED CONNECTION VERSQINOd . 1.03102.11.19 0 CV er 0 0 w m z O w = U W U' }04 3 � QN =� �� W w� _� r� Lu } W Z Q LLI = LLI ~ Ll I F- W ❑ 90� ❑ SHEET TITLE: RETROFIT DETAILS 8, NOTES SHEET INFORMATION: JOB NO.: 390446 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH ss 0 O'er O CN 1 00 L0 r— TEMPORARY TAPE FLAP' TO HOLD FLAP HousE 9' ROUGH OPENING HOUSE WRAP SHEATHING WINDOW FLASHING METHOD 'A -I' A A WINDOW INSTALLER WILL CUT THE BUILDING PAPER AT A 45. ANGLE TO A POINT 9' UP AND 9' OUT Ol FROM THE UPPER CORa;r5 OF THE ROUGH OPENING. B. THIS WILL MAKE A 'FLAP' THAT WILL BE USED t0 COVER THE HEAD FLASHING IN STEP b. TEMPORARY TAPE 'FLAP' TO HOLD FLAP ZHOUSE SHEATHING ROUGH OPENING 4' SILL WRAP ILL FLASHING HOUSE WRAP INSTALL FLEXIBLE FLASHING SHEATHING CORNERS AT WINDOW SILL 7111 WINDOW FLASHING METHOD 'A -I' 3-STEP PROCESS: 02 A INSTALL SILL FLASHING (EXTENDING 4' BEYOND THE ROUGH OPENING ON EACH SIDE) B. INSTALL CORNER SHIELD FLASHING (FASTEN WITH MOISTOP SEALANT OR E") 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) 1' TO 4' LAP AT HORIZONTAL JOINT ; i ' 1' TO 4' LAP AT HORIZONTAL JOINT i SHEATHING BUILDING PAPER i I -CUT WINDOW r� - OPENINGS SHEATHING WRAP I - (BUILDING PAPER OR HOUSEWRAP)- CARRIED I' TO 2' BELOW BOTTOM i OF SHEATHING 4' TO V LAP AT ' VERTICAL JOINT 9' lb' MINJ BEYOND CORNER BOARD SHEATHING WRAP DETAIL SCALE: N.T S. TEMPORARY TAPE 'FLAP' t0 HOLD FLAP ZWJSE WRAP 7 °SHEATHING CAULK BEHIND WINDOW FLANGE BEFORE INSTALLATION, WINDOW FLANGE SILL FLASHING HOUSE WRAP SHEATHING WINDOW FLASHING METHOD 'A -I' 0A APPLY A CONTINUOUS BEAD OF CAULKING ON THE BACK SIDE OF THE WINDOW FLANGE B. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. TEMPORARY TAPE TLAP' TO HOLD FLAP \ // HIOUSE 4,1 WRAP 7 DEAD FLASHING JAM FLASHING WINDOW FLANGE WOUSE WRAP SILL FLASHING SHEATHING WINDOW FLASHING METHOD 'A -I' OA INSTAL. HEAD FLASHING OVER THE WINDOW FLANGE. B. EMEND THE HEAD FLASHING 8' BEYOND THE ROUGH OPENING ON EACH SIDE. TO ALLOW MOISTIIRE TO BE DIVERTED TO THE OUTSIDE SURFACE TEMPORARY TAPE RA,' t0 HOLD FLAP i7 ' SHEATHING JAM FLASHING WINDOW FLANGE L] HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLASHING METHOD 'A -I' OA INSTALL JAMB FLASHING OVER THE WINDOW FLANGE CN EACH SIDE. B. EMEND THE JAMB FLASHING 4' ABOVE THE ROUGH OPENING AND 8' BELOW THE ROUGH OPENING, C. INSTALL THE WINDOW ACCORDING TO THE MANIFAC111RERS SPECIFICATIONS. LHIOUSE RAP' WRAP 7 ----------------------------- 7 mmm LE SILL FLASHING WINDOW FLANGE WINDOW FLASHING METHOD 'A -I' OA ALLOW THE BUILDING PAPER RAP' TO DRAPE OVER THE HEAD FLASHING. FLASHING JAM FLASHING �NOUSE RAP' --------------------------- HEATHER RESISTANT CONSTRUCTION TAPE FLASHING JAM RAW o HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLANGE WIDOW FLASHING METHOD 'A -I' OA APPLY HEATHER RESISTANT TAPE OVER THE 4 ANGLE CUT ON THE BUILDING PAPER B. ON INSIDE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM 00 0- 0 Ob N LO FLASHING REQUIREMENTS WEATHER RESISTIVE FLASHING AND SEALANTS FOR EXTERIOR WINDOW AND DOOR OPENINGS SHALL COMPLY WITH BARRIER WINDOW UNIT THESE DETAILS ARE GENERIC AND MEANT TO SHOW SECTION R703.4. DOOR ROUGH OPENING SLOPE GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND = 0.3 in: 12.0 in BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE WOOD FRAME CONSTR. ::' _ { (0.6 cm: 30.5 Cm) BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR SELF -ADHERED FLASHING „t BY LAPPING DOWN __ _ 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING ELF -ADHERE A S D FLASHING S H I N G MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER OVER RIM JOIST AND UP •'' THRESHOLD OF DOOR AND RETURN LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT WALL BY 6 IN. = _ UP JAMB 6". USE LIQUID NAIL BRAND KIN OR EQUAL WEATHER PROOF CAULKING EXTERIOR PRODUCTS DETAILS LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATEDA T PENETRATIONS AND BUILDING APPENDAGES I U G GES N A CEMT. FIN. MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN "-..........SELF-ADHERED FLASHING BUILDING PAPER SECTION R703.1. THE WATER -RESISTIVE BARRIER IS NOT REQUIRED FOR DETACHED ACCESSORY TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND BUILDINGS. SEAL TOPS OF JOISTS WIRE LATH ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 UNDER DECKINGSUBIFLOOR SEE DETAIL WP07 " - R703A 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 E RIM JOIST Detail Instructions MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION Refer to the number marked as in each detail that corresponds to PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT the numbered items in the lis of instructions below: EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN 2 O 1. Install self -adhered flashing in order as shown by numbers EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE 2. Install flashing and weather resistive barrier to form water shedding laps INSTALLED AT THE FOLLOWING LOCATIONS: SELF -ADHERED FLASHING W P SELF -ADHERED FLASHING W P03 3. Self -adhered flashing can be substituted for building paper 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 4. Split the release paper using the ripcord (Split release on WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material 9 q P 9 MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR WEATHER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING; (6" X 6" Minimum) FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S rRESISITIVE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW rw INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. 1 BARRIER OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 6. Fold as shown by arrows WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE TAPE EXTERIOR Y_ „:;:;- " 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 �u rt " inwir (MEEIN7LEO NANOOW) �'{:"i: l�.Z-: irGf'• :iis: �7 •:�: SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" r (BEFORE FOLDING, SCORE POSE RELEASE PAPAS TO SHOWN) ADHESIVE AS SHOWN) 8. Mechanically necessary fasten as n EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR ,%": VERTICALLY FROM PROTECTION AT THE HEAD AND SIDES. 't: "x •`: n:r •r^ ., _ ^'•°rr•,••n••• WEATHER ''' " :" RESISITIVE 2 ,:;�,;;` T5 ' BorroM of THRESHOLD 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. h �: BARRIER SECTION -A (SEE DETAIL WP02) 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. :rr+K 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 SELF -ADHERED FLASHING O OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR 2 HEAD FLASHING TIE-IN INSTRUCTIONS: = STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 1. Cut, fold up & temporarily secure weather resistive `: SELF -ADHERED FLASHING 5 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. barrier above header to allow for flashing ' " installation 4 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 2. Self -adhered flashing plus head flashing under weather resistive barrier SEAL TOPS OF JOISTS 6 S. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 3. Fold weather resistive barrier back over head 2 UNDER DECKING DETAIL WP07) 2 7 6. AT WALL AND ROOF INTERSECTIONS. flashing and seal with tape (SEE 7. AT BUILT-IN GUTTERS. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM 1 SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING WP06 EXTERIOR DOOR WITH DECK INSIDE CORNER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING � Ground I�- SHEATHING ._. n` {{ ;, 7/8" Cement Plaster 7/8" Cement Plaster REFER TO TECHNICAL %>i`,:''"'*% az:,. 1 in accordance with in accordance With LETTER ON CHEMICAL "i:Y "......;.:>•iz•• Water Resistant Barrier ASTMC926 ASTMC926 COMPATIBILITY • SELF -ADHERED FLASHING • '`'ss` r=`».r;i:... Lath Felt backed metal Felt backed metal SELF -ADHERED FLASHING Sheathing lathe in accordance lathe in accordance �° "• ' PATCH with ASTMC1063 with ASTMC1063 .:.ss:..0 v:: .:xr..:::: • e .Stucco Building Paper Building Paper :vs:•:xr vvr. r . liuia.x�•4'x°'•• «x - -- •4 4 ............. N ............. / 7/1 6 OSB -::::;::;;•�::::.:.:.::::::::_:......_J.....,::::::::-::•::::x.:::::::::._...:ls,;;;;;;;;;:i:.....:::.:::::::::::::;:::•_,_::... • a ............ sheathing sheathing :....:.. • SELF -ADHERED FLASHING ••:_::::::::x.,: .---...... .:six.; .....,••vx....:....... ........... ............:............._..... ............ ........::• . CIF ::::^' ....... ...........v :vn::(wAx eh, •I ' • / :•r«� . :., . . . ........vJ.•L:t�EG..:_," :::.:.v::::r«•,•:;:..,::::•. :,:.:.-r;:;;;•• ::« ; •:{rri;%N:aN; ::.-z,.','.''' �...:":aii:s ' SELF -ADHERED FLASHING Foundation Wall • .: ' ............. Metal • 2 e•. .,:::. SELF -ADHERED FLASHING ,� • ; • ' •., . .: ... • ............. .:. Flashing _ NAILING FLANGE 1 = 3" MIN 2 , • : •• • ' 4: A = Weep Screed Installed As Per Stampede or similar 2 4 &uk DO NOT FLASH OVER FRC R 03.7p21 bottom BOTTOM NAILING g 5 joint only FLANGE Maintain Bottom of Weep Screed SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING OUTSIDE CORNER WP FOUNDATION WEEP SCREED WP09 Weep Screed 2" Above Roof Installed As Per Manufact. Specs. & HALF ROUND WINDOW FRC R703.7.2.1 Sheathing 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all Cement Plaster butt joints need to in accordance becaulked using with ASTMC926 over wood 2nd Stampede or sim. floor caulk for all DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW .... :�i.•ri4k:.-...... ': lna�n'vifi. , rmvmyyvi:i::•x:: SELF -ADHERED SELF -ADHERED FLASHING FLASHING O Cement SELF -ADHERED FLASHING �/rr/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 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 g z UJ a 0� 0 �t;MC^ Z aN M Z 00 z� W zCD o U IZ V) LU tTJ LLJ LU LU� c~/> v � � J I m N LU Q O co Li ll- m Z LU U O Q Z Lo Z �O CL T) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WRH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vosd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 19 LENNAR CORP.-THIS PLAN MAY NO T OT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2019-THES DRAWINGS AND N TH © E DESIGNS ARE E JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02 11 19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION NO. 1.03 / 02.11.19 -3 CV � Ole O Lw m J Z O w Q � = U W c) LO a N = -LU UJI CV) UJ 2� �* Z Q ui = U-i LLi V)C �� ad LU ❑ ❑ SHEET TITLE: WATERPROOFING DETAILS SHEET INFORMATION: JOB NO.: 390446 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH W P Florida Departrnarlt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detach Pop I Varmle Florida Departrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pop III r"Is P1rd M14t2 Fla7paN410 gook logaEa Llk am gem[mdoa Dori S� Enter or no � DOWpendm a* DM Ymalm MENNOM GROW gOdMKaIMM VaEdabdby ymidod amhmmW INAEE®al Approved alma LA! versionsemN Endmarlurxuw VedMaled9r YAaddW 1ldmalW PgAmrsld AsmfW Asa Rwlabn 2017 T1nmr-Tm Cmporwbm Ride VftM Lyndon F. 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Kkq, P.E. 12202017 09M2W 12/222017 Approved Revision 2017 Thom*-Tm Corporation Rick Wright Natiorul Amad tabon & Ryan J. Nkq, P.E. 122012017 OWW2017 12r21/2D17 Approved Category: Edwor Doors (419) 2WI740 Man omnent haauls (613) 787-WO Category: Exterior Doors (419) 29&1740 Management Insaule (813) 767-OM rda arbCatepoep: 9"aglrq Exterior Dom Aeesnobs its. Subcategory: 6WMging Ederlor Dom Assemblies rldtw@mONpconsultanb. 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Yersma 61r1m� ROVWM 2017 MI VNndome and Dona Category: E4wW Date Wbcatepay: Sapp Exierla Door Aaee.611 a Campanile Neamd: Evaluation, Report Iron a Florida RepiMead Artbaed or a Lkmmed Flier Prom mar Ell~ i SERIES 420 ALUMINUM 900 Florida Departrnent of Business & Professional Regulation pope I a I Building Codes and Standards bawls Product Approval Application Detail t Eaft go gels gdePmr>ma lag San crenm6 EnwooLa memo mmmmi Lt iddad aWaamd Edg.AWMA A Wmvd alarm Ira Version Idrldamis elect steger Lute Roberto Lomw seven M. Urich, PE O/H32017 05M 12017 06(16=17 10/102017 Approved Review 20/7 MI Windows and Doan, (717) 365J300 PE42514 (717) 3174464 con mown. Extent DOOM beNegaomad.00m &OCstegery: Sadeq Exterior DoorAesembrms Canpllanw l l I , : Evaluation Report from a Florida RpteWed AtdhaAd or a Licensed Fords Proleselonaa EnBuwr B!1la�d.PEJAdIsm gmdkAvo mme Aom uliK n ammndAwiml led amain Sigma In KM 4arm HVHZ Boom PIWars a!9! 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Thenm•Tru Fba -Ctewb and Srmcolo- ter NornNed an" 6gotmwwwoadsgat Otemd 12/312021 No Yw No WA Compeab Edge Fibergfaw shoe Door (W malwoulMakq:1(cmdrua/on) aimm m team Ica Version WWmrm[ Revision 2017 MI V*KNM end Doom srbcaragosy: Sewq ExYder Door AUWWW Ceagaasea 1a&ed: Eva1WWn Report 6- a Florida R09MKW Anxlbd or a Lkxelaed FNdde Proawims! Ergkrear PLAII6110014114 Produce, ULa 4 SERIEB 420 ALUM94UM SOD REINFORCED Florida DepaMlaK of Business & Profaspbrnl Regulation Building Codes mild Standards Product Approval Application Detail POWIVI +Maas arm Ort No OroPWm 216 Claim ladmmAlmtme YMdrWWL tfasmd Aubmw zwjm and Aammmd a" smmsaw Was Roberta Lama Steven M. udm, FIE 011013G017 WIWI? 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NOW, E00.311 SNM Pan 0nn. 26pL) Doutte.dX (wr to law wily VANDCODEW174; WS Davis* Door 0021202t No Yw No NO P1geW0 PIF ED58,ED5SV 11 Florida Department of Business & Professional Regulation pope I a l Florida Depart nant of Business & Professional Regulation Paw I d I Building Codes and Standards I/srmle Building Codes and Standards 1401e Product Approval Application Detail Product Approval Application Detail FLN1137.R7 Bad sughm Oole aela 2MLbodm gets raft EmLa gem gam DmPOKWa gel tea glad EmmsALaaWt dmlrrWmc Ya91Irid 11duAW FmceAasm7d Aersved Ara mm Ymlm Itmdaroc glow EmisttLlsm milimo mt You" ambmtl MQAMMN Amtamd Lem I(m Veda daamdmamN Dean Rank WamFDade BCCO - CER Mem4Dade BCCO - VAL 12202017 I lrJAW17 12262017 Approved WvWOn 2017 CURIES Division of AADG, W Inc DedDow UL LLC Ted Berman, PE 1 V3WJDl7 1028/m17 1210M17 Approved AwAslan 2017 W Vlas dows and Doe (041) 45e-01 W (786) 315d600 Celeaory: EdRW DOele (641) 494-ZW MM 8564707 Category: Nadom druarkopg5nduatries n C"'po gory: Exterior Door Cpomnlo devededea W®eaw.aloy Caerpllarece aMiami: CodificationMade or LMWg m coepMmoa Maaod: NCsb0, Mark or LINkq FLa11m,a7 rrebrwe 21aaL Approved for the Arverceed0wUm lGm2 glow amsmxAaeamr lased 11 aim amakmfa01; nmlmr Emum Lae E t darer 4meaEsrstlmltme I,NVIa amam.I000 ! mm" EJeas art Vinyl SWWq Gas Door 04114=1 Yea Yea Yea WA 1 607, 707, 727, 747, and $47 Shoe and Palm of Dona Fkah, Glemd, and Louvered Shp and P41M of 127312025 Yea Yea Yea H/A 2 I s6 ail hluw mwN doors. 29110 Florida Department of Business & Professional Regulation Fore t elI Building Codes and Standards +Mahn Florida Department of Business & Professional Regulation papa I e I Building Codes and Standards Iaddls Product Approval Applkatkm Detail Product Approval Application Detail RUNSM9,11til! — See I wkE Yin gm Dab PMNNM gam Gob gdp�pp BefaiLABf Drst lied- WBmmm cersmt l Alimm YWdNWmI 7(eades Adman El2Amrsm1 hoo and area un Yemmo rs wdffib o[ few EOaL.a No 20 gl Cede tip I Q!e Qm Re"Ibim 2017 MI YAnndewss e and Do Bmm smhw Alnericanr Anxltieonrral Steven M. 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(513) 519-MM SrbGateBory: Sedbn l Eaeder Door Aeear ben naveatsnSok@dopsy.00m SubCMogory: Sectional ExWW Door Aseenblim nw astarmodopay.am cear0aftrnfte luv oat: CWWANN Mad or us" Cor pB.rea Meacdl CedaGaton Mark or Listing Dueller A— Approved .for .Use Amroved for Um tam 2111M emaiiA$!Pgoomeam pd15V&MProdale sea Wool. Number or EMMOUbUdOn CIRO =DO Iatagli Q(aa11.11M DOWA Efmme Won Approved Ass�um imm(d 2mm A ties Aearoyed ter Ili Mean Dealing1 1 es PW 73 x 72 lnwimbd Glaw 04g32018 NO Yea No +0040 9 PW4W (Waft MONes kperQ ami 1, HVHZ 2mme.mvmz Storer EEmmm ACE l lasLam som gainult -12kaft 21re In HVHZ 4Ws.IDa2 Roam" Em6Bm 65 095 WS-W PAN-2F193: 73, 75. 84A, 94, 42, 46, 426, 469. $Nor Fan (m1n. 25 go.) SlnoeCar (up to W wkw) 0521202e No Yw No -38 PSF/42 102 102 VV8-16 PAN-2Fi63: 73. 76, 84A. 94, 42, 46, 42B, 489, Steal Pan (man. 25 go.) Double -Car (W2" to IST OS21=8 No Yea No .37 PSF/.41 4RST, 6RST, DONS. GROS. ARSS, ED58 WBOCOOEW74; W6 Goage Dom PSF 4RST, 6R6T, GM, GROS, ARSS, ED59 wide) WINDCODE&8174: W6 Gerpa Door P8F ga Ire MEMM tiamdarmL Revision 2017 POT IndmtrM Calgary: VVhdovlm WACONIM: snow Hung Comildenncel l I : C*OkotionMink w LNtlp AMA 7 314-mm (Large Missile "NO Florida DepartrneM of Business & Professional Regulation Building Coder end Standards Product Approval Application Detail pope / a I Immle FIASM14U EALLa Im mat DoPOWIe gal 920 figrsd F1mkwo4llow lOaYdmW.mc ydw" AWaalW FWApprsnl Approved ass Ice Yoram ImmdsWua Dun Rued MIanKDede 8000 - DER kM n W3.b BCCO - VAL 12/20l2017 IZMM17 1225I2017 Approved Revision 2017 IN VNndom and Dons (941) 40"1 W (TW 31525110 cwegery: Wdloom Coll pplkdwtree.com SubCMegery: Hcrbontsa slider CampU-11 - m GN6Oetion Med or LWN 9MWkAr aaalm:dtalme Approved for the clad onion 0mrmt2radmm�calearaft glummum no in HVHZ 9Wllda8= timogd b7 Asa .rennetaapeed.xm+ewrmmare Vinyl Snits Hung VA -Am 07/30rim Yu Yu Yu WA 1 H$168 Fn end Fangs Frame Florida Deparbrient of Business & Professional Regulation page 1 or 1 Building Codes and Standards INAMR6 Product Approval Application Detail Florida Department of Business & Professional Regulation ppa I a I Building Codes and Standard Immle tl4ZM640 Product Approval Application Detail Ifs Yldm MEN&Mmc conbd EmauLammm bkbo me YWHMN addm d i3OAmm)ml ammud am RevMon 2017 Thermo-TC Caporabn Catepery: Embldor Done Rick WdOM Lyndon F. adanldL P.E. Ryan J. Kins P.E. 10118=17 110mem17 1004=17 12H241017 Approved (419) 2WI740 PE43409 (613) 7874566 $00depery: 9wln ift Ederbr Door Ammem ift dgkwonvrekpcormlanle EmLor lea Slit Do& Pandas erect EOa JOm Validated by youat alomato FOCAmwW 20 Aowum coma Cor p/teNa Maauod: Evalwtlon Report bon a Florida Registered Amhbd or a Licensed Florida Prof Engineer Gain Brent SMrow Amnon Ardnbdurel Steven M. Urkh, PE 01103=18 0IM302018 Voldnw "toned (717) 365,W1W Marsdactumn Awodatbn (717) 3174454 FLBY&411.M Product, beMngeremfrvd.com 9drlAamamm AmsudmrUm aaarsmomLYr snot gate Lao pro" posarAum c EdoY� MAN CkAOMBfEgQ swumFragment,1 a. lquotl=brOWaW6quot. &gmwt&n000Wm&Wot. 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Won, PE Q17) J56-J300 PE-02511 (717) 317-0455 6aMegMmrNd.00m 1o2JR017 tOnS/m17 ttt/70R017 12/17/J017 Approved Revision m17 POT kraasaw Category: VN:kowr euec.ba«r: N,faone own R■ak Mh+mFDaes BCCO - CER Mierd-0ed■ BCCO - VAL (9/1)156.0100 (758) J15-2580 drrwlrBpptindweba.om 121052017 11nsrJol7 12NWJ017 Approved RevMbn mil James lbdr Buawq Produob, Inc. 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E1M� P54.Gn@os aaAanlrM WY aaamMtl ILaM aaa,It,1 SoCe hoe mlm MtndrAm[ Ita�L.a[ SaDtEtl E■Ioa.LLMf� IhInYlria( title getl YaEdsYY EW■■Y l7SAoe[o1M! !tits aao@nd Elaaa 6tldlli•J!a gay! ha mlm [HNdimrint EollLot �tl YatlOtlMlk 1)!w gas IMtl01tlY EfOaftlMt gtla2lEYYa lJ1Sid■■.l lilts Emma lYl+a 6tla>J� gala ])(n YSWoa 1EsrAa4Q E5■rJ[ � DD�rcAlJror YsgilWJet lion tiara Ys10sW lW�ttl tLY.Btl�w nf!■m).l � !■rmat ri0! RevIN51r m17 a Wlydawi ores Oom Caly■q: Ysrndovs Bred ekYp« Luis R Lomas. PE Sown M. IfM, PE (717) 356-D900 PE-82511 (7f 7) 317.8a61 10.2J/J017 1011elJ017 igYlef2017 /2/12/2017 Approves RevMion m17 POT krduNllM C+baory: lWYrtlO,ve Dean Rusk MlernFDede BCCO - CER M4rN-0etla BCCO- VAL (g41)186-0100 1786) 315-2590 1TA67J0f7 ilntil2017 17AWJ017 Approves Revision m17 Jamp Nafdle Bupdkrg Presucb, hc. Casp«y: Panty w■M PMnPhorV 2lw Ronald 1. Opnv■ John BouUad, P.E. 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Inc. David VVal ICC EvahM m Service. LLC IOC Evaluation Service, 10110=17 10/1920/7 1022/2017 Approved R4VMMI 2017 Mina IndushW, Inc. David Walt (CC Evaluation Service, LLC ICC Evsk a6Dn Service, iorlwAl? 1OM9r10/7 1022/2017 Approved Ravlaim 2017 L$Tok IndushW, tic. David NMt IOC Evahwtlon Service, LLC IOC Ev*mtlon Service, 10119=17 10M92017 101320211117 Approved ROVMlan 2017 ►9Tok WAUW" Inc. D&MI NMI IOC E "*m service, LLC 100 statistics SWYla, 10/iMOI7 IORV 017 10222017 Approved CaM- I,- Structural Gorlponme, (314) 851.74■ LLC. ate0ery: Structural CarporMUM (314) 861.748o LLC. y: 8testord erhb I.I.C. fYtegory: BYliceirtl Canpaab (914) 561.7450 I.I.C. SWC&bgmy: Tnw Platy coal (205)590-UM SW7Category: Time Plan cleartionodcom (205)59B-m00 SubCa lnbCategaaY: Tow Plain Plain dwerili fto80 deelt@na.com Red) S9o4S00 ManCategery: Tahw Plain dvrerpmti.corn (205) 59B40W Cusp' MNhoct Evoup ten Rportkam a " I.. lid RWO. d: Evaluation ROW fan a Csaeeance UeUnedl Evaluation Ram hoar a C4nalWrnaa tletlnob EvaMMtbn Report from a Product EwaMlbrh EA* Product Produ t EVMuatton E" Predrlate Product EvaluMMh Enter EvaMntlorh Ell* asnuaLba6laHana1174M 9NOLAw■m Am MML&L u A9amdONJi l Ong 2W= Aporond IN Lhw 6wasthLm moles 21910 900LA■®m Amis AaamathLum ISM" aft fla21ef.111 Paadrte liaYLAmlmrd ABim tiKi m A9atmaiitJhl OW 90■ lag InN i OLOWN Aa Bmlolod Pn iaa2 Product Modal. 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RoWrn, P.E. 0822/T017 OBI202017 07A32017 Approved category: Structural Components (253) 924-6476 (606) $WI344 SubC&WiWr: Enphwred Leber RobodADMwN®wyeme Cow*U nce MW*d: Evaluation Report hen a Mw.00m Product Evelueon Intl* fJ 9laa9LAm ABmmodtm m Amlamdfar lloe mod laaim amt PCB rrmOvaiEiaiMloL20 alMaY Bohm F2mIn 5 Wej1rIaa Mvr Ran Board Oriented 3MaM Board RIM Bard 03/31/2019 No Yea WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail plop.1 d 1 1am/e PLanna4M Sale lak 21M 2MLEBOOR Jerk ]ram YeNm 11mdmgmc >:s» EmIo11La.Liuom YaWWW.mI !(a.11W su0malol FacAaamal ABBMIM alma RervWon 2017 ConRWOMl Concrete Pmduoa,Inc. Robert Olk THUY M. NUYNN Jam may 101142017 10113021117 10252017 12/122017 Approved C.Wwy: Structural Canponvnte (613) 65"707 PE-80122 (362) 5811,5311 SuOCaMgay: Products Introduced as a Result of PMeWpawroyahoo.dom Now Todmixio y CompUa RUMW: Evaualon Repot from a Florida Registered ARA1od or a Licensed Florida PmhssloW Eegwer Approved fee th, Add RIME Emt Prodedhadel. 1kwbar or Now Prodi Description In MIMIC 9iasa NvNZ Bohm EMMm 1 Quati* PMcW or Commercial Concert. Products Prated oat Pfesb*" d Connie Lkrla 062612024 No Yes WA WA Florida Department of Business & Professional Regulation pope d2 Building Codes and Standards 3211I2019 Product Approval Appikation Detall �sect' y3 WY ««« M; MCI Neu. �.,, , .. :.:. .'. k, M�a'HEkP .*�"�i�tva1 ,�p'p ...... H &ark Etfih err Do 20 Data 21LI ]jigs Version Marefactum Contact Endow & u- Velkded By Validated submitted FBC A-,,,[ AB -god alb Rovlaon 2017 Gulf Coed Supply & Manufeduring. I.I.C. Eno Devil Daniel S. Kuhn Lack. Bowden P.E. 10112CO17 lodes 017 10/172017 12M22017 Alproled CateOory: Rooting (352149"T75 PE-75512 (334)300-1800 Subcaogory: Metal Roofing info®Bulfcroslwppy.cam Compliance Method: EYM Mlon Regal from a Fiorm Repderod ArCmtad a. LlCaneee Florlde Prdesslonal Engineer E1a73�JaE1�gMddB . . Quality Allowance _' Approved for Use Aoprovedtor Us. IM2aa Ussion sia.t Prealee Nertd. NUrribef a Nor Contract Expiration Date In YF ZI Outside /MIZ gwstara Lrq&Fy� 1 00328qua; Aluminum 5V Comp Mn 0.032&OJK 5 V Crap Aluminum Root Panel 04M22024 No Yea NM �NI/V w.r IN32&quoi; Plywood .106.SPSF 2 0.032" Aluminum Gulf Lek Mn 0.0328iN d: Alumnum Gdt Lok 166quot; Wide 04122024 Na Yea NIA .N/P/ RW Pavedover 15132&qud; Ply cid -116.OPSF 3 1&qua', 2490 Gulf Snep 1&qud: OJlf Snap 24 Go 17&quc4: wlda Roof Panel 04/122024 Y" Yes NM •NIN--131 OM over 1&32&q.t plyncoo 4 1&gaol; 24gs. Varm Lac t&qud: Varsal-.24e i8.5&qud;Wde Roof Pend 04/122024 Yea Yea NM «NIN wet 15424AWt Plywood A3e.5PSF 3 1&qud; Va9aL%,0328qud, Aluminum 1&quct VeraaLocmin.032&gnd;Alumhum wen OV122024 Yea Up N/A -N/AI 15/32P,quot. Ply-od -i010P$F 8 15" 24g.. Gulf Snap 1.5&qud;Gulf Srup242.. 16&qud:Wide Roof 04/1212024 Yes Yes NM •NIAI Panel wer 15/32&quid: Plywood .110.OPSF 7 1.5&gwl; 24gs. VorwLoc I.Mquot VereaLco mn 2409. 16equa; Yade Hoof 04/122024 Yee Yea N/A •NW Pend wer 15/32&qua; Plywood .123.5PSF a 28quot 24ga. McOoLoc Mn 24 Go. 2&qud; MelpLoc 18&qud; wide Rod 041122024 No YN N/A «NW Pend wer 15/32&qud; Plywmd -108.5PSF 9 24 Ga. Gut Lok Min 24 Ga. Out Lok 168qud; Wide wer 15/328,qud: OV122024 No Yes N/A «NW90.7PSF Plywood 10 24 Ga. Gulf Seam Mn 24 Ga, GUI Seam 188qua. Wide Ravi Panel 04/122024 No Yee N/A -NVV-93.5PSF over 1.4 Wmd Pudns wer IS32&qud, Pywood 11 24 G.. Gulf Seem An24 Ga. Gut Seam. 1 3/48qud; Snap Lock. 01V122024 No Yes NIA +N/A/ te&.qud; Vide R-IP-1 over 15rJ26qud: Pyweatl -106.SPSF 12 26 Ga. 5V Cnmp Mn 26 Ga. 5V Crenp Roof Peel wer 15132&qua; 04112202E Yes Yes NIA -NW PF,,-d A585PSP 13 26 Ge. 5V Cnmp Mn 26 Ga. 5V Crimp wer 15329qud; Plywood 04/122024 No Yea N/A •N/AI.131.PSF 14 25 Ga. 5V Cramp Mn 26 Ga. 5V Cramp Rod Panel oar ix4 Woes) 04/122024 No Yea N/A +NW Purhns wer 15/32&quid: Plywood -156.SPSF 15 260a GulfLok Mn 26 Go. Gut LCk 16&qud; Wide Rod Panel oue 04/122024 Yes Yea N/A +NIN 1552dad; Plyrcrocd -161.OPSF 13 25 Ga. Gulf laic Mn 20 Ga, Gdl Lok 10&qu& Wide Roof Panel over 04M22024 No Yes N/A .N/A453.SPSF 15132&qua: Plywood 17 25 Ga. GUIIPBR Mn 26 Ga, GUi PBR Rod Panol wer 151328qua: 04/122024 No Yea NIA -NIA/ Ply ix! .154.7PSF AeAr t Modal. Nheber Or Name 16 26 Ga. GUIIPBR 19 26 Ge. GUIIP.R 20 25 Go. Gul(PBR 21 26 0a. GulMlb 22 26 Ga. GutfRlb 23 26 Go, GulfRlb 24 26 Go. GutRlb 25 29 Ga. Gulf% 26 29 Go. GulfRIb 27 290. GulfRib 28 29 Go GUNRIO Swop alnerla Code Version: Application Type: Category: Application Status: Quality Assuraxs EMI* Contract Expired: Product ascription: Approved for use outside WMZ: Design P..-: Data To: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Mn 26 Ga. GUIIPBR Rod land over 1 x4 Wood 04/122024 Purllns oar 15/32&quid; Plywood Mn 26 Ga GulIPSR we 75/326W0; Plywood 04/122024 Mn 26 Gs GUIIPSR ova tx4 Wood Pullin* oar 04/122024 15/32&quid; Plywood Mn 20 Ga. GulfR1b oar tx4 Wood Pumns over 04/122024 15/32&OUa; Plywood Mtn 26 Ga. GuNitlb over I W32&0,d; Plywood 04/122024 Mn 26 Ga. Gum4ab over 1 SM&qud; Plywood 04/122024 Mtn 26 Ga. GuNQib over ix4 Wood Purim war 041122024 lsn2&0ua; Plywood Mn 29 Ga. Gdfi over lx4 Wooed Pontine over 04/122024 15/32&cud; Plywood inn 29 Ga. GuBRib over 15/32&quid; Plywood 04/122024 Man 29 Ga. GUNtto over 1x4 Wood Purkns des 04/122024 7M6&rid; O.S.B. Mn 29 Ga. GUNRIb Over 7M6&quoL 0.3.8. 04/122024 2017 FL R 11051 ALL Product Manuhctunr: ALL ALL SnbcdeparY: ALL ALL Compliance Method: ALL ALL Product Modal, Number or Nero: ALL ALL Approved for use In NVNZ: ALL ALL Impact Resistant: ALL ALL Data From: ALL ALL Pope 2 02 3rAr201e Approved fee UM In HVMZ Yes Approved for Use OLAsid IMmi Ye Impact lildaimt N/A gam Pressure •NIAI -151.7PSF Yes Yes N/A -N/A/ -154.7PSF No Y. N/A -NIA/ -151.7PSF No Yes N/A .N/A/ -164.2PSF No Y. N/A .N/AI -/592PSF Yes Yea N/A .N/A/ -159.2PSF Yes Yes N/A •N/A/ -164.2PSF No Y. N/A -N/A( 23.5PSF No Yes N/A N/A/ -146.OPSF No Yes N/A •N/A/ .101.OPSF No Yea N/A -N/A; -116.UPSF a--p N N S N t0 O CD ice-+ v N Q O O CM ca 'a 0- Cn 'OCC; C =O Q 0 a)C � O O .� W a)O � IMP O Q w0 C - Cn Co.F- Q 0 W J -tf O CU O L Q CL O W^ V m W Q Z Z Q J SHEET N0' PA 1.3. N s,466s�'R J