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I 5 Ir ubbie_ Bs,— 1/2'x9 I/2' �. ■ ■ RECESS ■ ■ ■ ■ ■ 4 I 1'-4' Y 4' 1'-4' -V o � I e @ A Fl� I L .n 53 A L ELEVATION-(-)1-1/2' f , 53 53 ELEVATION CAN BE NO MORE THAN 1-1/2' BELOW TOP OF EGRESS DOOR THRESHOLD._ FIELD VERIFY. 13'-4' TO END WALL 1'-4' ol 29'-4' TO GARAGE WALL PARTIAL FOUNDATION FLAN - ELEV, 11511 SCALE: 1/4' =1' -0' 3'-E LOCATI I INnlrA1T:A (1)+5 vl:RT IPRAR IN MAa N12Y r1 1 I AC PAD FILLED SOLID W/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE 4 BELOW, PROVIDE 25' MIN. LAP WHERE SPLICED 4 WIRE TOGETHER 50'-0' 'X3'-b' A/C PADS N (MIN. 3' ABOVE 5'-4' 5' 4' 5'-4' 1 2'-8' 4'-2' oo 6'-4' 5'-0' 3'-8' 00 3'-10, 1'-4' 3'-4' 3'-V FINISHED GRADE) 3104'-8' CONC. PAD J ELEVATION M H$. J A/C PAD (4 0'-4' S3 Sb ■oil■ ■ ■ ■ ■ O ■ ■ ■ ■ ■ ■ r z —I z — ;: RECESS SLAB I W — --- REF - 0 0 �IIIIII,Lou 'I --- -::: - �in ELEVATION AT 04' Lu i ■ I (ASSUMED) _ - ::_�■ _._..........:......_.. _..... ;.._.._..r Lu 31/2' MIN. (4' NOMINAL) CONC. SLAB ON GRADE W/ bxb WI.4 x W1.4 MESH IN TOP OF 11R' OF SLAB v I OR 4' FIBER MESH CONC. SLAB OVER POLY To ..... .... ............................. ...................._._<--- .... _..............._ _......... _ VAPOR BARRIER ON COMPACTED AND TERIITE II'-0' r TREATED GRANULAR FILL I......................................................................... ` ELECTRICAL I CONTROL JOINT — -----------= ----4 ■ ('DEEP INSTALLUNDRORODPVc ■ I------—-------—___ ;. I FOR ELECTRICAL WIRES TO x......._....�.._..._.... I I I ISLAND CABINET ` I -STY. FTG. Ilk 2-STY. LTG, l _ ■ tT;%,T��T J _. .._.._.. ■ Zr CC ELEVATION ell I (SIMJ 53 VIA d _ 01 — -----I—— — — — — — CONTROL JOINT F3 ST I �— I I DEEP ISIMJ IN OPT" GAS WA CC i 4 PIPE BOLLARD I ■ S3 II'-0 3/4' TO FOOTING ■ _ __.............:..........:.._......................................._..._ _......:._., 0 A z I 0 M _ I I I 4' STEP I0- '- I 53 - is I CONTROL JOINT w w ■._ ('DEEP --------I-------- _ --- 1- NOTE.----- I ■ I W.C. ,........._................._..._ ...... _..: :......, � — i PROVIDE GAS DROPS (IF REQUIRED) I FOR ALL GAS APPLIANCES. LAV.\; (VERIFY LOCATION OF ALL GAS W.B. $. 0 ...--...-_..._ ......................:. I APPLIANCES ON FLOOR PLAN 0 ■ ................._........._....................... ................_.._._._.............................._....... ; I PRIOR TO ANY CONSTRICTION) I �" CONTROL JOINT I I W-0 3/4' TO FOOTING 2-STY" G" I -STY. FTG.2 ■ -10I '0'2-1' i r I I 10'-0' 01 5b I I I I ■ 2 I J I e jI--^--- � ; --------1--------� —---------1 to x91n NAV "' ■ N ■ ■ RECESS ■ ■ ■ ■ ■ ■ ■ ■ _ I ■ NOTE: PROVIDE 11/2' DEEP x 13' PF L NOTE: PROVIDE 11/2' DEEP x 13' JWIDE WIDE RECESS, AND EXTEND b' S3 RECESSAND E�� b S3 BEYOND AT EA END �, BEYOND AT ESA END A@ I 1'-4' - Y 4' 114 "1 ' I.O, `r @ I.O, l ,-01 S3 0' 0' 53 u, L. J ELEVATION -(-)1-1/2 FFF. — — — — — — — — — — ELEVATION CAN BE NO MORE u rL THAN 1-1/2' BELOW TOP OF � ■ ■T-- 101 IN — — — n EGRESS DOOR THRESHOLD. - — FIELD VERIFY. FI 53 F1 2'-10' Ile Y-10' 3'-10' 1'-6' 1'-4' 414' T-0' '-0' 16'-0' 2'-8' le 8'-0' 1'-8' jr 12'-0' 8'-8' 29'-4' 50'-0' _ v ,. � APB SCALE: 1/4' =1F� p SYMBOLS BUILDING SECTION KEY (Section No. over Sheet No.) INTERIOR ELEVATION KEY (Elev. No. over Sheet No.) DETAIL KEY (Detail No. over Sheet No.) WINDOW SCHEDULE KEY (SEE WINDOW SCHEDULE SHT. ) STRUCTURAL NOTE O — HOSE BIBS H$. O FOOTING SCHEDULE O 1"IIC.a sl X,E � INFORCINCx DEPTH D P FI 2'-0' x 2'-0' C4) B MAGI -I IUAY 12' pE1=P F2 3'-0' x 4'-&' (5) 45 (SHORT DIR.) (Z) S (LONG DIR-) 20' DEEP i=3 3'-0' x 5'-6' (5) +5 (SHORT DIR.) (8) 05 (LONG DIR.) I6' DEEP+ 1=4 2'-6' x 2'-W (5) 45 EACH WAY Ih' DEEP— * INDICATES DEPTH 5ELOW THE GARAGE FINISHED FLOOR FOUNDATION NOTES: 1. SEE SHEET SN FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 3" THE FOOTING 15 DESIGNED BASED ON 2000PSF SOIL BEARING PRESSURE. CONTRACTOR/OUJNER SHALL VERIFY SOIL BEARING PRESSURE OF THE PROPOSED SITE. NOTE: 50RAGARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 i O 0 N Z O? o^ ZW LL z HIt d M 00 a H Luz3 w J O O .o Lu m W V) ZLu Q > cn ui W — J O`U in LLJ o- J w ca Z Q '� O 00 U U O. Cie L0 �NQ r— CLL.I co 110 L Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. m 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. m 2019-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.13.17 l.Op 6TH ED.(2017) FBC UPDATES 12.29.17 I.OI PLAN REVISIONS TO HVAC SPACE & ELECTRICAL 04.30.18 1.02 REV. FLOOR TURSS LAYOUT 02.07.19 1.03 USE SIMPSON H101LO USP RT16A VERS101 (N T3 a>.07.19 E. 011 65 w O w m � z O w Q at = U W Lot rN Q=N nv W wM _� }� W ZD �4 w* Z Qui =w �w (' N0-- a a W ❑ ❑ SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 1 b' DIA STD. STEEL PIPE FILLED SOLID W/ CONCRETE EMBEDED PIPE PROTECTED W/ CATALYZED POLYURETHANE CONC. SLAB, SEE PLAN ........ . . PRE-ENGINEERED WOOD TRUSS 9 24'O/C MAX HURRICANE ANCHOR PER UPLIFT Y� SCHEDULE DBL, SPF. TOP PLATE 1x SPF. STUDS a lb' O.C. CONC. FOOTING, SEE PLAN 6 MIL VAPOR BARRIER USP MSTAM24 (OR EQUAL) W/ M)10d- COMP. SOIL, SEE PLAN INTO STUD 4 (5)1/42-114' TAPCNS I I INTO CMU PIPE IPE 5OLLARID [DETAIL � STUD 8)OREQI/4 TA (13)1 d SCALE: 1/2 = I -0 INTO CMU BOTH SIDES OF WALL 6 EA STUD (CENTER STRAP e TAM.) (1) ROW 2x 5LOCKNG 0 MID HGT. ll2' CDX PLYWOOD OR 1/Ib' OSB SHEATHING FOR WALL HGr, S 8'-6'. l2) ROWS WALL SHEATHING, SEE TYPICAL 2-5TORY WALL SECTION DETAIL 2 ROWS, 5/8'xl0' 'J' BOLT W/ 8' EMBEDMENT STAGGERED -+ 24' O.C., W/ 2' DIA x �r,' WASHER 2'x8' P.T. PLATE WEEP SCREED INSTALLED PERzo MANUF. *D.. 8'x8'xlb' K.O. BLOCK W/ (1) 5 CONT. 4 FILL SOLID WITH GROUT MASONRY WALL (DESIGN AS r\ CANTILEVER) REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS 2x BLOCKING e 3rd PTS FOR WALL WALL SE C I I OI V q� FOE IR AS INDICATED N THE PLAN. ATTACH HGT. > V_b'. SHEATHING W/ Sd COMMON NAILS a 4' O.C, a SEE BHT 63 FOR SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4'=1'-0' BOUNDARIES, b'O.C. g EDGES, AND a 12' O.C. a INSULATION CHART ADDITIONAL INFORMATION. FIELD 2x STUD 9 EA. FLOOR TRUSS (24' O.C. MAX) 5/8'm x 10' 'J' BOLT to 24' USP SPT22 CONNECTOR WASHER (TYP D.C. W/ Y4x3/16' PLATE 2x P.T. BOTTOM PLATE ) USP MST040 2' bxb WIA x WIA ABOVE �3 1/2' MIN, FULFF OR FIBERMESH o D D D4 D // 31/2 (min.)- 4 o 3 1/2'(min.) - 4' 4D.. D D \\\ (2) 05 CONT. i. j /�\/�� / U5P HTTI6 8' 1'-8' I'-0' 01 77 U.N.O. MIN. A/C PAD 0' F-4' A/C PAD (SPAN OVER 2 OPENINGS) +242 / 2b.4 PSF 140MPH 1 +241 / -2b.4 8.4 PSF 145 MPH ® ® +16.1 / -28.4 i B S4 FAMILY ROOM IS'-4' x 8'-8' FLAT CLG. 1/2 WALL OR SPINDLES PER CUSTOMER SPECS, 5 0 INSULATED �o o WALL 3 r '- a CC 8' HEAD HG'T. ' S3 (SUM. W/OUT 6' 1N UPLIFT 4 STUD .` . a EA. TRUSS) y4'Xb' LAG SCREWS AT.b \ (01 O.C. STAGGERED 12' 8' FLEX 12'-O' x 124' V-W FLAT CLG. S( USP MSTC40 A LINE OF 2ND ABOVE FLOOR FLOOR ABOVE +248 / -32.1 140MP14 +248 / -21.0 PSF 140MR +261 / -351 145 MPH +2b 1 / -29.0PSF 145 MP4 FOOTING IDETAIL E345E CONNECTION DETAIL SCALE: 3/4' = I'-0' C SCALE: N.T.S SYMBOLS BUILDING SECTION KEY (Section No. over Sheet No.) INTERIOR ELEVATION KEY (Elev. No. over Sheet No.) DETAIL KEY (Detail No. over Sheet No.) AREA TABULATION MODEL 2985 1ST FLOOR LIVING 1355 SR 2ND FLOOR LIVING Ib44 SF. TOTAL LIVING 2999 SF. GARAGE 649 S.F. COVERED ENTRY - ELEV. 'A' 45 S.F. COVERED ENTRY - ELEV.'5' 39 SF. TOTAL AREA: ELEV. 'A' 3693 SF. ELEV. 'B' 3b81 SF. WINDOW SCHEDULE KEY 0 (SEE WINDOW SCHEDULE SHT.) A.N. STAND DIMENSIONS NOTE TO TRUSS COMPANY: (D-GAS = VW. x 3b' W. x 52' L. ALIGN TRUSSES TO STRUCTURAL NOTE ALLOW FOR A.W. TO ELEC.:= 24' W. x 36' W. x 52' L. BE ALIGNED. O -+ HOSE 5155 * H.5. WINDOW SCHEDULE FIR5T FLOOR WINDOUJS MARK TYPE ROUGH OPENING HEAD HEIGHT CLEAR OPENING A 355H 54' X b3' 1'-0' 48312' WIDE X 2b15' HIGW B 235H 38' X 3T 1'-0' 33312' WIDE X 15.15' HIGH C 255H 38' X b3' 1'-0' 33312' WIDE X 15,15' HIGH SEGOND FLOOR WINDOWS MARK TYPE ROUGH OPENING HEAD WEIGHT CLEAR OPENING D 255H 38' X 63' (FRAME) T-2' 33312' WIDE X 2615' HIGH E 1/2 335H 21' X 3T (FRAME) 1'-2' 23312' WIDE X 15.15' HIGH CLEAR OPENING SF. 6.81 SF. 3b4 SF. 5.89 SF, CLEAR OPENING SF. 5B9 SF. 255 SF. * * * * NOTE: ALL INTERIOR ANGLE WALLS ARE AT 45 DEG. * * * * SILL WEIGHT Y-10' 1'-10' SILL WEIGHT 2'-1' 3'-1111 A © �.J S3 (SPAN OVER 2 OPENINGS) 4'-9' 3'-10, 12'-0' 3' 5' I, 2'-0' LINE OF 2ND STORY 13'-4' TO END WALL �eU I +245 / -26b PSF 140MPH I +163 / -18b PSF 145 MPH PORCH V4, CL'G, HGT. 1 1' r �,U REF .:f ' WIG4 14' Ij 1 L _------ (SIM, W/OUT UPLIFT 4 (2) STUDS s EA. SET OF TRUSS) 3 CAR GARAGE 30'-O' x 20'-b' 8'-V FLAT CLG. STEP N T, LINE OF GARAGE DOOR IN OPEN POSITION - - I 4'-8' 2' 8'-8' , 20'-2s K K S4 54 1 _ lb'-O' x T-0' P.H. GARAGE DR 1 +21.4 / -238 PSF 140MPH LINE CIF CANTILEVERED z' +23.1 / -258 PSF 1145 MPH 2ND FLOOR ABOVE e (ELEVATION 'B') ONLY 50'-0' LOWER FLOOR PLAN SCALE: 1/4'=1'-0' e :w lb' 5Q. CMU COLN. BASE SEE DET. 9/45 FOR COLUMN DETAIL PARTIAL LOWER FLOOR PLAN - ELEV, II�II SCALE: 1/4'--1'-0' 29'-4' VERTICAL R EINFORCI ENT IN C.M.U. SHEAR WALL W/ (I -NO.5 BAR IN GROUTED CELL TYPICAL UNO.t HOOK INTO TIE BEAM AT TOP 4 FOOTING AT BOTTOM) / -21.1W14@5 MPH-298 MPH FILL CELL TO ONE COURSE ABV PIPE (NO R E5AR) O.H.C. CMIJ SWEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT TO BE FILLED UNLESS SHOWN ON THE PLAN) o 8'-8' TOP OF MASONRY BEARING WALL 2X STUDS s 16' O.C. W/ 1/2' GYP. (UNO.ON PLAN) 1 2X STUD W/ 1/2' GYP. to-L.00R PL4N NOTES: I. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND r 101 INSTALLATION INFORMATION. 6 4 ; 4 -6 ., 2 -m2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUG14-INS MUST BE COMPLETE, 2 INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER ' FBC 1103). ' 266 / S6 40 < R III 0' 14 r ' oL 6' �' To COLUMN D N6HELVE61 8 4 FRM. SHEAR WALL METAL '4 THRESHOLD S3 PROVIDE WEATHER PIPE BOLLARD (W/ (SIM) STRIPPING AROUND OPTION GAS W.H. MY), PERIMETER OF DOOR SEE DET. Alt NOTE: W.N. SHALL 13E ELEVATED MIN is' ABOVE GARAGE W/ OPTION GAS WA ONLYY - - - 10'-10' �22' x 36' ATTIC 3. *-DENOTES EGRESS WINDOW 4. GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE MANUFACTURER 5. EXTERIOR WINDOWS AND DOOMS SHALL BE LABELED WITH A PERMANENT LABEL, MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND PRODUCT. 6. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE DIVIDED BY 0b. 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAT 13/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DUELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE SHEET STEEL, I INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS I DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE. 16T PLOOR STRUCTURAL NOTES N L - - - J ACCESS ABV. W/ - 22'X39' R.O, 0 PROVIDE (1) 0 5 CONT. IN 8" P.C. LINTEL 4 (U # 5 IN 8" KO, BLOCK ABOVE, FILLED SOLID WITH GROUT. LINE OF GARAGE DOOR WB. IN OPEN POSITION 0 NOT USED F_ - - - - - O3 PROVIDE (1) 5 CONT. IN 8" P.C. LINTEL W/ 2"RECESS 4 (U 5 IN 8"KO. BLOCK ABOVE, FILLED SOLID WITH GROUT ®(2) 2x12 SPP'2 HEADER W/ I/2' PLYWOOD FLITCH 4 (1) USP LSTAIS a EA END. I p I PROVIDE (1) JACK a EA. END OF HEADER W/ (1) USP WTTI6 0 BASE UNA ON THE 1 I s3 10'-10' I PLAN. (REFER TO DETAILS N/64 4 0/64 FOR ADDL. INFO) K K 1 O (3) 2x4 BUILT-UP COLUMN S4 84 I I 6-0' x 1'-0' O.H. GARAGE DR O (1) JACK UNDER HEADER AND (3) STUDS W/ (1) USP HTTIb s BASE O (5) 2x4 BUILT-UP COLUMN W/ USP HTTI& 0 BASE +223 / -253 PSF I 14OMPH A +242 / -21.1 PSF 145 MPH I s3 (SIM) 0 (2) 2x6 BUILT-UP COLUMN W/ USP HTTI6 ® BASE ® (3) 2x6 BUILT-UP COLUMN W/ USP HTTIb a BASE O9 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR PAU44 IN BASE, PROVIDE MIN. b' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIV. FOR ANCHOR BOLTS 10 (2) 2X8 SPK BEAM W/ USP NTW20 9 COLUMN 4 USP TH028-2 MASONRY HANGER AT WALL END, USING (b) 3/I6' X 13/4' POWERS FASTENERS. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE TRUSS. -0' 1' 8' Ir 11 (2) 2X8 SPM BEAM W/ USP THD28-2 HANGER a BEAM END 4 USP THD28-2 MASONRY HANGER ® WALL END, USING (b) 3/Ib' X 13/4' POWERS FASTENERS. NOTES: U POWER BOX LINTEL (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4 RE�FORCEMENT INFO AS INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR MORE INFO) 1. PROVIDE MIN. 8' EMBEDMENT FOR Mb ANCHOR BOLTS. ANCHOR BOLTS TO BE ALL T4E_0ED ROD INTO SIMPSON SET-XP EPDXY, SIMPSON T11EN HD, OR J-BOLT. ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. DIMENSION CONVENTION ZALL & EXTERIOR OPENING DIMENSION FOUNDATION DIMENSION FROM OUTSIDE OF BLOCK ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THA1 ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD FrESPONSIBLE. • R312.13 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm) IN DIAMETER EXCEPTIONS: 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY THE RISER TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE b INCHES (153 mm) IN DIAMETER 2. GUARDS N THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 3/8 INCHES (111 mm) IN DIAMETER • HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SALTY TERMINALS AS PER FRG 6TH EDITION (2011) R311.182 . • ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FRC bTH EDITION (2011) R311.1. 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 CD N z Lu O� ^ M � fo z �MLP aLuu IQ- 0- 0- W wLu J O O W_ m W (/) p v~i 0- Q Q << C/) Lu L W J O �� m x m Lu 00 Cie Q `O < O U v ()I.,(D N "� Q 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=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNEDANDSEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBRED. REVISION: DATE DESCRIPTION 12.13.17 1.00 6TH (2017) FBC UPDATES 12.29.17 1.01 PLAN REVISIONS TO HVAC SPACE & ELECTRICAL 04.30.18 1.02 REV. FLOOR TURSS LAYOUT 02.07.19 1.03 USE SIMPSON H101LO USP RT16A VERN NO 1 0y D°°G17.19 t ;= e®3 Cm rx: Cl- � Lu O m O Q � = Lu } 3 I QN =N vJiF Lu wM =� 00 W �� } w* Z Q"i ="! ALL! "L �� a-0� W ❑ 4- ❑ SHEET TITLE: LOWER FLOOR PLAN GENERAL NOTES & INFO SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 2 04 0000 04 LO SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS �GJG3Q to SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB 8F12-OB 8F16-0B 8F20-OB 8F24-OB 8F28-OB 8F32-OB 8F8-1 B 8F12-1 B 8F16-1 B 8F20-1 B 8F24-1 B 8F28-1 B 8F32-1 B 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 1 7547 8974 10394 1 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 (7) 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547(36) 7342(19) 8733(19) 10127(19) 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (a6) 6036(19) 7181(19) 8328 (2o) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394y) 8825(14) 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467(44) 6472 (lo 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705(37) 6390 (ai) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 1 2536 643 1052 1533 1 2093 2781 3643(38) 4754 (a6) 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 NR458 783 1370 1902 2245 2517 2712 ( ") PRESTRESSED 15'-4"184 N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R NR NR NR NR NR NR NR 165 315 1 550 1 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 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 SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-06 8RF14-0B 8RF18-0B 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1 B 8RF10-1 B 8RF14-1 B 8RF18-1 B 8RF22-1 B 8RF26-1 B 8RF30-1 B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 1 6639 8060 9479 1 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060(3a) 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 (1s) 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893(32) 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998(19) 10893(48) 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 1 2253 3129 4150 5891(47) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ENGINEERING SPECIFICATI❑NS PRODUCT DESCRIPTION SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD PLF LENGTH TYPE 8U8 81`8 ROW 3'-6" (42") PRECAST 1025 1024 1598 4'-0" (48") PRECAST 765 763 1309 4'-6" (54") PRECAST 592 591 1073 5'-4" (64") PRECAST 411 411 745 5'- 10(70) PRECAST 340 339 616 6'-6" (78") PRECAST 507 721 490 7'-6" (90") PRECAST 424 534 363 9'-4" (112") PRECAST 326 512 230 10'-6" (126") PRECAST 284 401 180 11'-4" (136") PRECAST 260 452 154 12'-0" (144") PRECAST 244 402 137 13'-4" (160") PRECAST 217 324 110 14'-0" (168") PRECAST 205 293 100 14'-8" (176") PRESTRESSED N.R. 284 91 15'-4" (184") PRESTRESSED N.R. 259 83 17'-4" (208") PRESTRESSED N.R. 194 64 19'-4" (232") PRESTRESSED N.R. 148 52 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 40 24'-0" (288") PRESTRESSED N.R. 91 33 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS <�, g Ogu a���" ``""�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 ford a composite reinforced bears using concrete masonry units. GENERAL NOTES I 7, Cast -in -place concrete may be provided in composite lintel in lieu of 1. Provide full mortar head and bed joints. concrete masonry units, 2. Shore filled lintels as required, 8. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 3, Installation of lintel dust comply with architectural 9, The exterior surface of lintels installed in exterior concrete masonry walls and/or structural drawings. shall have a coating of stucco applied in accordance with ASTM C926 4, U-Lintels are manufactured with 5-1/2 inch long notches at or other approved coating, ends to accomodate vertical cell reinforcing and grouting. 10. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal 5, Reference the CAST-CRETE Load Deflection Graph (lateral) loads should be checked for the combined loading with the Brochure for lintel deflection information, following equation) 6, Bottom field added rebar to be located at the bottom Applied vertical load +Applied horizontal load 1.0 of lintel cavity, Safe vertical load Safe horizontal load - SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS C�G3�u v SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 81`8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 3'-6" (42") PRECAST 1569 2655 3524 4394 5263 6132 7001 1569 2655 1 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 1363 2305 3060 3815 4570 5325 6079 1363 2305 3060 3815 4570 5325 6079 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 1207 2040 2707 3375 4043 4711 5379 5'-4" (64") PRECAST 1016 1715(11) 2276 (a) 2838 3399 3961 4522 1016 1715 2276 1 2838 3399 3961 1 4522 5'-10" (70") PRECAST 909 1567(1a) 2080(13) 2593 (s) 3107 (6) 3620 (a)1 4133 (3) 929 1567 2080 2593 3107 3620 4133 6'-6" (78") PRECAST 835 (12) 1407(26) 1868(21) 2329 18 279016 3251(14) 3712(12) 835 1407 1868 2329 2790 3251 3712 7'-6" (90") PRECAST 727 (23) 1065(26) 1624(31) 2025(28 2426(26) 2827(25) 3228(24) 727 1224 1624 2025 2426 2827 3228 9'-4" (112") PRECAST 591 708 (25) 1136 (3a) 1474(3a) 1815 (3a) 2157 (3a) 2500 (3a 591 862 1318 1643 1969 2294 2619 10'-6" (126 ") PRECAST 530 575 2a 916 (33) 1188 (33) 1461(33) 1736 (33) 2011(33) 530 695 1180 (e) 1472 (4) 1763 2 2055 2346 11'-4" (136") PRECAST 474 504 (23) 800 (32) 1037 32) 1274(32) 1513(32) 1753 (32) 494 607 1042(lo) 1372 (11) 1643 (8) 1915 (6) 2187 (5) 12'— 0" (144") PRECAST 470 (9) 458 23 724 (31) 938 (32) 1153 (32 1369 (32 1585 (32 470 550 940 (lo) 1302 15 1560(13) 1818(11) 2075 10 13'-4" (160") PRECAST 418 (15) 386 (22) 607 (30) 785 (30 964 (30) 1143(31) 1323(31) 428 460 780 (9) 1159 21 1418(2o) 1653(19) 1887 (17) 14'-0" (168") PRECAST 384 (15) 358 (21) 560 (29) 724 (30) 889 3o) 1054(3o) 1220(3o) 410 425 717 (9) 1063 (21) 1358 (23) 1582 (22) 1807 (21) 14'-8" (176") PRESTRESSED 239 334 (2,) 520 (29) 672 29) 825 (29) 978 29) 1131(3o) 246 395 663 s 980 (2o)l 1303(26) 1518(25) 1734 (2a) ' PRESTRESSED 15 —4 (184) 224 313 20 486 (28) 627 (29) 769 29) 911 (29) 1054(2s) 230 368 616 s 908 (2o) 1240(28) 1460(2� 1668 (26) 17'-4" (208") PRESTRESSED 187 263 1s 405 2s 521 2 638 27 756 27 873 27 192 306 506 (8) 740 (1s) 1005(27) 1271(31) 1473 3, 19'-4" (232") PRESTRESSED 162 229 (In 348 25 447 (25) 547 25 647 (25) 747 25 166 263 429 8 623 (18) 841 (26) 1059 (3o) 1227 (3o) 21'-4" (256") PRESTRESSED 142 204 (16) 307 23 393 (23) 480 (23) 568 (2a) 655 2a 142 232 373 (1 537 (11 721 25 905 29) 1048 (2s) 22'-0" (264") PRESTRESSED 137 197 (15) 295 (22)1 379 (a 462 23 546 23) 630 (23 137 223 358 513 (17) 688 24 863 28 999 (28 24'-0" (288") PRESTRESSED 124 179 (14) 267 (21) 342 (21) 416 (21 492 21) 567 (22) 124 202 319 (7) 455 (16) 606 z3 757 (2 876(27)1 (#) 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 �G°JG`3ffT1� SAFE LOAD — POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30-1T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1668 2362 3056 3751 4445 5140 905 1668 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 126916 1797 2326 6 2854 2 3382 3911 675 1269 1797 2326 2854 3382 3911 5'-10" (70") PRECAST 655 12071B 174611 2259 ( 2773 (5) 3286 (3) 2799 (1) 655 1233 1746 2259 2773 3286 2799 6'-8" (80") PRECAST 570 929(16) 1530(22) 1980(1s) 2429(16) 2879(15) 3329(14) 570 1080 1530 1980 2429 2879 3329 7'-6" (90") PRECAST 506 742 (16) 1364(3o) 1765 (27) 2166(25) 2567(24) 2968(23) 506 898 1364 1765 2166 2567 2968 9'-8" (116") PRECAST 395 468 (15) 884 (32) 1222 (33) 1540(34) 1859 (34) 2180 (3a) 395 560 1072 1386 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 AT ❑ PT ION, REFER TO SHEET LINTEL 2.2 FOR LOAD TABLES, e d 4 o , OR CASTCRETE 8F16-1B/1T E e - d ooe D POWERBOX 8x16-1B/1T E e d s d D - D oho OR ore 4 o - D e o b o o CASTCRETE POWERBOX 8RF22-1B/1T 8x22-1B/1T H H e 4 e 4 ore OR ego D o e Q - D e e a U 0 0 CASTCRETE POWERBOX 8F24-1B/1T 8x24-1B/1T J J MATERIALS • Concrete masonry units (CMU) per ASTM C90 with minimum net area • f'c 8' precast lintels = 4000 psi compressive strenght = 1900 psi • f'c 8' prestressed, 6' and 12' precast lintels = 6000 psi • Rebar per ASTM A615 Grade 60 • f'c 4' precast lintels = 3000 psi • Prestressing strand per ASTM A416 Grade 270 low relaxation • Grout per ASTM C476 f'g = 3000 psi w/ maximum • 7/32 inch wire per ASTM A510 3/8 inch aggregate and 8 to 11 inch slump, • Mortar per ASTM C270 Type M or S SAFE LOAD TABLE NOTES 1, All values based on minimum 4 inch nominal bearing, 8, For composite lintel heights not shown, use safe load from Exception) Safe loads for unfilled lintels dust be reduced next lower height. by 20 % if bearing length is less than 6-1/2 inches. 9. For lintel lengths not shown, use safe load from 2, N.R. = Not Rated. next longest length. 3, Safe loads are superimposed allowable load. 10. All safe loads in units of pounds per linear foot. 4, Safe loads based on Grade 40 or Grade 60 field rebar. 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, Examplel 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. TSPAN OVER 2 OPENINGS O (D I 00 1 (2) 8'X12'X1/2' d MINIMUM BEARING C:) PLATES O O 0 WOOD SHORE BLOCK SHORE O (2-2x4 C❑LU MINIMUM)F+ 01 111 IT IS RECOMMENDED TO SHORE LINTEL IN THE MIDDLE OF SPANS GREATER THAN 84' AND LESS THAN 154', ON SPANS GREATER THAN 164' PLACE SHORING AT 8'-0' CENTERS. MAKE SURE SHORING IS SQUARE TO LINTEL AND SECURE, MAKE SURE SHORING SUPPORTS THE ENTIRE WIDTH OF THE BOTTOM OF THE LINTEL. POWERBOX8 LINTEL SHORING DETAILS SCALE: NTS T❑P ❑F BLOCK @ +8'-8" A, F, F, (UNLESS N❑TED OTHERWISE) H � E (ELEV. "A" ONLY) E E (SPAN OVER 2 OPENINGS) (ELEV. "A" ONLY) O 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.danscoengineedng.com CA 25948 o CD N Z w O= o^ � ZQ M kD Q�JLf1 �ww� Z H Q� h W Z LU w J 0 o W � m W UJ ^0 Q ci Q C ] V) W � ._ J w - op �0�.0 V w J m Q `n Q O U CO (.) U � wUN �O C) Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.13.17 1.00 6TH ED. (2017) FBC UPDATES 12.29.17 1.01 PLAN REVISIONS TO HVAC SPACE 8. ELECTRICAL 04.30.18 1.02 REV. FLOOR TURSS LAYOUT 02.07,19 1.03 USE SIMPSON H10ILO USP RTI6A VERSION,�NO, ,03,tl�-02.07.19 x { Q x C w — o m Z J w W Q N = N N 4 W wCr) �0o W =)* w* Z Q ^''j LL.i = Uj O W ❑ ❑ SHEET TITLE: LINTEL PLAN SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 201 GxENERAL NOTES: U CODES U FLORIDA BUILDNG CODE bth EDMOI, 20n RESIDEMIAL SECTIONS R40Z2 I Wpm. 12 FLORIDA WLDNG CODE, 6th EDITION, 2W BWLDW, SECTICIf W12 4 2101. 13 BUIL.DNG CODE REMIREMEMS FOR RENFORCED CONCRETE (ACI 310.14) L4 Eq WWS CODE REGIIRl3Sn AIV SPECIMAT10N FOR MASONRY STRJCflJFES (AU 530-B I ACI 530J-B) 15 N'ERICM SOCIETY OF CIVIL ENSNFER4 MNP'IM DEWN LOADS FOR B WW35 MD OTHER STRUCIIIRES (ASCE 140). 2) CONCRETE: 21 CONCIRM COMPRESSIVE STMT9YsTH AT 20 DAYS: 2JJ PRE -CAST III/STANDARD REW-ORCEME14-4000 PSI MR 212 PRE -CAST &PREST ESS WWORCMM-6000 PSI 2J3 GROUT PER ASTM C41b - 3WO PSI ITV MAX VIP AGGREGATE, 5' TO S' SLUMP. 21 RENFORCNG BARS: 211 STEEL PLACED N PRECAST LNTEL AT THE OF FABRICATIGJ ASTM Ably (GRADE b0) 222 STEEL N LNTEL AND KNOCKOUT BLOCK (PLACED N FELD) ASTM A6B (GRA)E 40), 23 PRESTRESS STRANDS ASTM A4161-WIRE, STRESS RELIEVED 210 K61 2.4 DETAIL REWORCB't7tT N ACCORDANCE WITH ACI 315. 25 WOE% OPERATION;'i SHALL COMPLY W11H ACI STANDARDS. 2b D45 WIRE PER ASTM Aft 3) MASOl`W- N C%ICRETE K450NK1' WITS (CMS SHALL CONFORM TD ASTM c-50, NOfd1AL IIEIGHI WITH MNMM NET AREA COMPRENK STRENGTH 2O00PSL 31 MORTAR SHALL CaNOid'1 TO ASTM C-210 TYPE M' OR V 33 FULL MORTAR JOINTS ARE RE=iED 3.4 MNIMPT AGGREGATE 26-DAY COMF WAIVE STRENGTH OF CM AND MORTAR SHALL NOT BE LESS TT W FM - 2000 PSI. MASONRY STFMTH S (ALL BE ESTA13LIS O BY THE WIT STRENGTH METHOD' OR ALTEIdMATIVELY, BY TFE 'PRISM TEST METHOD' WHERE USM REMIRE7SM HAVE NOT BEEN MET. 4) STRICiURAL: 41 SAFE LOAD VAUD ARE BASED ON LNTELS HAVNG A BEARING OF S' NM A MNIMM ACCEPTABLE BEARWS OF 4' FER FLORIDA BUILDNG CODE bN EDITION, 2011 RESIDEM 41., SECTION R80bb3 OR PIMA BUIL OW CODE 6TH EDITION, 20n BULDW; SECTION 21041 41 UR LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 316 AND AU 530 43 DESII MAY EVALUATE CONCENTRATED LOADS Aa7M M SAFE LOAD TABLES BY CALCULAT Ws MOMM RESISTNG MOIW AND SHEAR AT d DISTANCE AMY FROM TIE FACE OF THE SUPPORT. 4.4 FOR LNTEL LDISTH AT 6'-b' OR GREATER VERTICAL CELL PII LS) SOLID WITH GROUT AND MNMIM ONE (V 5 VERTICAL FEW IS REQUIRED AT EACH DD OF TIE LNTEL 45 LNTFL5 THAT ARE GREATER THAN W-V CLEAR SPAN MIST BE PROVIDED TEMPORARY StIPPORT, NOT BE REMOVED W<L 2 DAYS AFTER GROUT PLACEhtBIT. SAFE LATERAL LOADS (PLF) 8" x 8" LINTELS LENGTH TYPE PLAIN SOLID DET. A DET. B 2' - 10" Precast 1105 2103 3'- 6" Precast 689 1310 4'- 0" Precast 514 977 4'- 6" Precast 398 757 4'- 8" Precast 810 2459 5'-4" Precast 430 836 5'- 10" Precast 356 690 6'- 6" Precast 410 818 7' - 6" Precast 303 606 7' - 8" Precast 392 1100 8' - 0" Precast 363 1037 8' - 4" Precast 318 981 8' - 6" Precast 234 467 9' - 4" Precast 192 384 10' - 6" Precast 151 301 l l' - 4" Precast 132 417 12'- 0" Precast 111 370 12'- 6" Precast 98 544 13'- 4" Precast 82 298 14' - 0" Precast 71 322 14' - 8" Prestressed N.R. 283 15' - 4" Prestressed N. R. 252 17' - 4" Prestressed N.R. 183 19' - 4" Prestressed N. R. 167 20'- 0" Prestressed N.R. 167 21' - 4" Prestressed N.R. 129 22' - 0" Prestressed N.R. 120 24-0" Prestressed N.R. 96 N.R. = NOT RECOMMENDED QUALITY PRECAST LOAD TABLES GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT PLAIN (0)#6L (1)#6U (1)#6L (1)#6U (0)#6L (1)#6U (1)#6L (2)#6U (1)#6L (1)#6U A B DET. A DET. B DET. C DET. B& C DET. D 2'- 10" 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 2 - #2 NONE 819 533 1625 1665 1665 4' - 8" 3'- 4" Precast (2) D4.5 Wire 2 - #3 NONE 1453 2654 2654 2574 2574 5' - 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 931 1247 1319 1301 1301 5'- 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 817 1024 1161 1151 1151 6'- 6" 5'-2" Precast 2 - #2 2 - #4 NONE 692 1139 1139 968 968 7' - 6" 6- 2" Precast 2 - #2 2 - #4 NONE 570 938 938 716 807 7' - 8" 6' - 4" Precast (2) D4.5 Wire 2 - #4 NONE 619 1130 1130 1115 1115 8' - 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 581 1062 1062 1048 1048 8' - 4" 7' - 0" Precast (2) D4.5 Wre 2 - #4 NONE 548 1001 1001 979 979 8' - 6" 7' - 2" Precast 2 - #2 2 - #4 NONE 483 777 720 552 692 9' 4" 8' 0" Precast Z - #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" 1 l' - 2" Precast 2 - #3 2 - #5 NONE 312 570 570 391 570 13'- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 270 433 414 308 416 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 254 388 390 279 376 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE N.R. N.R. 470 298 393 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. N.R. 426 274 374 17' - 4" 16' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. N.R. 324 215 322 19' - 4" 18' - 0" j Prestressed 2 - #4 2 - #5 NONE N.R. N.R. 252 202 281 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE N.R. 256 256 188 262 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. N.R. 200 16520'- E 8" Prestressed 2 - #4 2 - #5 NONE N.R. N.R. 185 155 215 22' - 8" Prestressed 2 - #4 2 - #5 NONE N.R. N.R. 149 124 1 179 N.R. = NOT RECOMMENDED GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. L DET. M DET. L& M DET. N 2'- 10" l' - 6" Precast 2 - #2 2 - #2 NONE 6570* 8333* 6570* 6570* 3'- 6" 2' - 2" Precast 2 - #2 2 - #2 NONE 4217* 6385* 4872* 4872* 4'- 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 3125 7192* 4373 7192* 4' - 6" 3'-2" Precast 2 - #2 2 - #2 NONE 2400 8507 3397 9856 4'- 8" 3'- 4" Precast (2) D4.5 Wire 2 - #3 NONE 8548 10000 10000 10000 5'- 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 3077 7196 2374 6859 5'- 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 2529 5877 1971 5653 6' - 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 4504 4598 1578 4421 7' - 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 3314 3408 1181 3336 7' - 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 4456 4456 3785 4427 8' - 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 4047 4047 3443 4021 8'- 4" 7- 0" Precast (2) 134.5 Wire 2 - #4 NONE 3706 3706 3144 3683 8' - 6" 7- 2" Precast 2 - #2 2 - #4 NONE 2584 2700 920 2602 9'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 2204 2298 767 2151 10'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 1767 1897 612 1696 1l' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 1742 1742 530 1456 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 1596 1596 476 1300 12'- 6" 1 T- 2" Precast 2 - #3 2 - #5 NONE 1775 1775 1279 1775 13'- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 1365 1365 393 1057 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 1272 1272 360 961 14' - 8" 13'- 4" Prestressed 2 - #3 2 - #5 NONE 1272 1893 506 994 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 1724 464 915 17' - 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N. R. 1330 365 720 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1054 348 686 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 1008 1008 573 1048 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 853 308 605 22' - 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 1 798 290 1 573 24'- 0" 1 22' - 8" Prestressed 2 - #4 1 2-#5 NONE N. R. 1 659 245 1 483 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 24" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U A B DET. P DET. Q DET. P& Q DET. R 2' - 10" l' - 6" Precast 2 - #2 2 - #2 NONE 8243* 10000* 8243* 8243* 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 5321* 7708* 6195* 6195* 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 3945* 6524* 5263* 5263* 4'- 6" 3'-2" Precast 2 - #2 2 - #2 NONE 3033 6752* 4214 6752* 4'- 8" 3' - 4" Precast (2) D4.5 Wire 2 - #3 NONE 6347* 6347* 6347* 6347* 5'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3848 9921 2944 8538 5'- 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 3164 8183 2443 7066 6' - 6" 5' - 2" Precast 2 - #2 2 - #4 NONE 6159 7054 1955 5633 T - 6" 6' - 2" Precast 2 - #2 2 - #4 NONE 4535 4864 1462 4185 7'- 8" 6' - 4" Precast (2) D4.5 Wire 2 - #4 NONE 5967 6603 4657 6477 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 5430 5524 4236 5756 8'- 4" T- 0" Precast (2) D4.5 Wire 2 - #4 NONE 4961 4979 3869 1 5178 8'- 6" T- 2" Precast 2 - #2 2 - #4 NONE 3471 3702 1139 3236 9'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 2841 3081 948 2675 10'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 2540 2797 755 2108 1 V- 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 2252 2252 653 1809 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 2048 2048 587 1615 12'- 6" 1 l' - 2" Precast 2 - #3 2 - #5 NONE 2269 2269 1577 2269 13'- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 1732 1732 484 1312 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 1606 1606 443 1192 14' - 8" 13'- 4" Prestressed 2 - #3 2 - #5 NONE 1606 2345 626 1237 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. 2137 574 1134 IT- 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N.R. 1651 451 892 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1310 430 850 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 1254 1254 702 1271 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1062 381 751 22' - 0" 20' - 8" Prestressed 2 - #4 2 - #5 NONE N. R. 994 1 359 710 24'- 0" 22' - 8" 1 Prestressed 2 - #4 2 - #5 NONE N.R. 824 1 302 598 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 8" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT PLAIN (0)#5L (1)#5U (1)#5L (1}#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DA DET. DB DET. DC DET. DB & DC DET. DF 3'- 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 848 852 1195 1224 1224 4' - 0" 2' - 8" 2' - 4" Precast 2 - #2 2 - #2 NONE 697 699 1050 1079 1079 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 1346 1564 1564 1320 1320 4'- 4" 3'-0" 2' - 8" Precast 2 - #2 2 - #2 NONE 583 583 936 965 965 4'- 6" 3'- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 536 535 887 916 916 4' - 8" 3' - 4" 3' - 0" Precast (2) D4.5 Wire 2 - #3 NONE 1091 1278 1278 1090 1090 5' - 8" 4'-4" 4'- 0" Precast 2 - #2 2 - #3 NONE 564 703 694 678 678 S - 10" 4' - 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 542 659 668 654 654 6'- 8" 5'- 4" 5' - 0" Precast 2 - #2 2 - #4 NONE 446 680 668 530 530 7'- 0" 5'- 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 419 639 668 478 500 7- 6" 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 384 585 668 414 461 T- 8" 6' - 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 494 627 627 485 532 9'- 8" 8' - 4" 8'- 0" Precast 2 - 4"2 1 2 - 444 NONE 279 364 627 244 343 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 24" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1}#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DQ DET. DR DET. DQ & DR DET. IDS 3'- 8" 2' - 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 4548* 6188* 6217* 6217* 4' - 0" 2' - 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 3744 6650* 6650* 6650* 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 6250* 6250* 6250* 6250* 4' - 4" 3' - 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 3132 5915* 5817 5915* 4' - 6" 3' - 2" 2' - 10" Precast 2 - #2 2 - #2 NONE 2880 9783 5361 10000 4' - 8" 3'- 4' 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 5066 10000 6379 10000 5'- 8" 4'- 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 3087 7517 3272 6749 6-10" 4' - 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 2946 6886 3077 6225 6'- 8" 5'- 4" 5' - 0" Precast 2 - #2 2 - #4 NONE 3798 5096 2320 4485 7'- 0" 5'- 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 4505 4538 2094 4034 T- 6" 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 3869 3896 1812 3505 T- 8" 6'- 4" 6' - 0" Precast (2) D4.5 Wire 2 - #4 NONE 2715 4862 1856 4178 9'- 8" 8'- 4" 8'- 0" Precast 2 - #2 2 - #4 T NONE 1 1563 1 2400 1054 2235 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1�#SU (1)#5L (2)#5U A B DET. E DET. F DET. E& F DET. G 2'- 10" T - 6" Precast 2 - #2 2 - #2 NONE 2615 10000 10000 10000 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 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 5'- 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 1755 1 2207 2198 2198 6'- 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 2024 2024 1778 1824 T- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 1624 1624 1316 1483 T- 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 1921 1921 2035 2035 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 1792 1792 1862 1897 8'- 4" 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 1l' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 903 903 787 878 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 838 838 699 818 12'- 6" 11' - 2" Precast 2 - #3 2 - #5 NONE 937 937 685 978 13'- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 729 729 563 720 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 685 685 510 680 14' - 8" 13'- 4" Prestressed 2 - #3 2 - #5 NONE N. R. 1008 494 635 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 " 18'- 8" Prestressed 2 - #3 2 - #5 NONE 607 607 317 601 " 20' - 0" Prestressed 2 - #4 2 - #5 NONE N.R. 443 277 392 " L 20'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 414 260 380" 22' - 8" Prestressed 2 - #4 2 - 4f5 NONE N.R. 339 217 345 N.R. = NOT RECOMMENDED GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1) #5U (1 �#5L (1)#SU (1)#5L (2)#5U A B DET. 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* 5'- 10" 4' - 6" Precast 2 - #2 2 - #3 NONE 3800 6548 2915 5688 6'- 6" 5' - 2" Precast 2 - #2 2 - #4 NONE 7376 10000 2332 4538 7- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 5433 7067 1743 3376 T- 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 7086 9405 5529 9872 8' - 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 6448 8101 5030 8467 8' - 4" 7- 0" Precast (2) D4.5 Wire 2 - #4 NONE 5892 7113 4594 7410 8'- 6" 7- 2" Precast 2 - #2 2 - #4 NONE 4159 5073 1357 2615 9'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 3405 4099 1129 2164 10'- 6" 9'- 2" Precast 2 - #2 2 - #4 NONE 2645 3222 899 1710 1l' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 2868 2868 777 1470 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 2586 2586 698 1314 12'- 6" 1 11' - 2" Precast 2 - #3 2 - #5 NONE 1 2796 2796 1875 2857 13'- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 2157 2796 575 1071 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 1988 1950 526 975 14' - 8" 13'- 4" Prestressed 2 - #3 2 - #5 NONE N.R. 2871 746 1474 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2616 684 1353 17' - 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N.R. 2023 587 1161 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1607 513 1015 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 1538 1538 830 1511 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1168 454 896 22' - 0" 20' - 8" Prestressed 2-#4 2 - #5 NONE N. R. 1222 1 428 1 847 24'- 0" 22' - 8" Prestressed 2 - #4 2 - #5 NONE N. R. 1014 1 360 1 714 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DJ DET. DK DET. DJ & DK DET. DL 3' - 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 1152 3342 1 3386 3386 4' - 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 945 2817 2861 2861 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 2681 4259 3838 3838 4' - 4" 3'- 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 786 2433 2477 2477 4' - 6" 3' - 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 721 2277 2321 2321 4' - 8" 3' - 4" 3' - 0" Precast (2) D4.5 Wire 2 - #3 NONE 1986 3244 2965 2965 5' - 8" 4' - 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 1204 1622 1612 1612 5'- 10" 4' - 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 1388 1552 1544 1544 6' - 8" 5' - 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 1411 1411 1277 1277 7'-0" 5'-8" 5'-4" Precast 2-#2 2-#4 NONE 1315 1315 1170 1169 T- 6" 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 1192 1192 1012 1066 7- 8" 6'- 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 1346 1346 1225 1 1253 9'- 8" 8'- 4" 1 8'- 0" Precast 2 - #2 2-#4 NONE 805 782 597 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 DET. DT & DU DET. DV 3'- 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 5544* 7411* 7440* 7440* 4'- 0" 2'- 8" 2' - 4" Precast 2 - #2 2 - #2 NONE 4564* 6696* 6725* 6725* 4'- 2" 2'- 10" 2'-6" Precast (2) D4.5 Wire 2 - #3 NONE 7400* 7400* 7400* 7400* 4' - 4" 3'- 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 3820* 6102* 6131* 6131* 4' - 6" 3'-2" 2' - 10" Precast 2 - #2 2 - #2 NONE 3513* 5833* 5862* 5862* 4' - 8" 3'-4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 6073* 6250* 6250* 6250* 5' - 8" 4'-4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3716 9710 4002 9749 5'- 10" 4'-6" 4'- 2" Precast 2 - #2 2 - #3 NONE 3582 9125 3763 9167 6' - 8" 5' - 4" 6-0" Precast 2 - #2 2 - #4 NONE 4576 7895 2838 6847 T- 0" 5' - 8" 6-4" Precast 2 - #2 2 - #4 NONE 5877 6800 2561 5985 T- 6" & - 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 5072 5623 2217 5034 7' - 8" 6' - 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 3272 7319 2285 6226 9'- 8" 1 8'- 4" 1 8' - 0" Precast 1 2-#2 2 - #4 NONE 1886 1 3192 1 1301 2982 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 16" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. H DET. J DET. H& J DET. K 2'- 10" 1' - 6" Precast 1 2 - #2 2 - #2 NONE 4896* 6467* 48W 4896* 3'- 6" 2' - 2" Precast 2 - #2 2 - #2 NONE 3114 8164 1 4439 8164* 4' - 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 2305 8020 3322 8987 4'- 6" 3-2" Precast 2 - #2 2 - #2 NONE 1770 5743 2582 6353 4'- 8" 3'- 4" Precast (2) D4.5 Wire 2 - #3 NONE 6614 10000 9053 10000 5' - 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3478 4460 1806 4275 5'- 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 2863 3693 1499 3577 6'- 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 3227 3227 1201 1 2939 7- 6" 6' - 2" Precast 2 - #2 2 - #4 NONE 1 2498 2498 900 2322 T- 8" 6' - 4" Precast (2) D4.5 Wire 2 - #4 NONE 3071 3071 2916 3049 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 2831 2831 2651 2811 8'- 4" T - 0" Precast (2) D4.5 Wire 2 - #4 NONE 2625 2625 2421 2607 8' - 6" T- 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" 1 Precast 2 - #2 2 - #4 NONE 1329 1407 468 1285 1 l' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 1312 1312 406 1104 12'- 0" 10' - 8" Precast 2 - #3 2. - #5 NONE 1210 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" 13- 4" Prestressed 2 - #3 2 - #5 NONE 978 1418 422 830 15' - 4" 14 - 0" Prestressed 2 - #3 2 - #5 NONE N.R. 1290 387 760 17' - 4" 16 - 0" Prestressed 2 - #3 2 - #5 NONE N.R. 952 326 641 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N.R. 751 266 523 20'- 0" 19 - 8" Prestressed 2 - #3 2 - #5 NONE 1 961 961 446 872 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. 678 219 431 22' - 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 634 226 445 24'- 0" 22' - 8" Prestressed 2 - #4 2 - #5 NONE N. R. 522 174 341 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 32" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0#5L (1)#5USU (1)#5L (1)#5U(1)#5L (0)#5L (1)#5U (1 )#5L {1 }##5U (2)#5U A B DET. V DET. W DET. V& W DET. Y 2' - 10" T- 6" Precast 2 - #2 2 - #2 NONE 10000* 10000* 10000* 10000* 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 7531* 10000* 8792* 8700* 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 5587* 8751* 7490* 7190* 4'- 6" 3' -2" Precast 2 - #2 2 - #2 NONE 4300* 7565* 5849* 5849* 4'- 8" 3'- 4" Precast (2) D4.5 Wire 2 - #3 NONE 8194* 8194* 8194* 8194* 5'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 5392* 6259* 4084* 4084* 5' - 10" 4' - 6" Precast 2 - #2 2 - #3 NONE 4435 5776* 3387 5776* 6'- 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 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" 7'- 2" Precast 2 - #2 2 - #4 NONE 3209 6742 1576 3044 9'- 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 2621 5257 1310 2519 10'- 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 2028 4007 1042 1989 1l' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 3630 3552 872 1710 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 3191 3171 783 1476 12'- 6" 11' - 2" Precast 2 - #3 2 - #5 NONE 1 2919 3369 2174 3572 13'- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 2535 2605 645 1203 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 2279 2389 609 1133 14' - 8" 13'- 4" Prestressed 2 - #3 2 - #5 NONE N.R. 3232 865 1715 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2946 793 1572 17' - 4" 16'- 0" Prestressed 2 - #3 2 - #5 NONE N.R. 2280 680 1349 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1814 595 1179 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 1737 1737 959 1778 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1474 527 1042 22' - 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 1381 497 985 24' 0" 2'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 1 1 447 1 418 829 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 16" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#SU (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DD DET. DE DET. DD & DE DET. DG 3' - 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 2558 7405 6639 6639 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 2104 6071 5464 5464 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 4062 10000 7229 7229 4'- 4" 3'- 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 1758 4946 4361 4361 4'- 6" 3'- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 1616 4526 4016 4016 4' - 8" 3'- 4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 3011 6797 5100 5100 5'- 8" 4'- 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 2698 2903 2586 2586 5' - 10" 4'- 6" 4' - 2" Precast 2 - #2 2 - #3 NONE 2533 2754 2461 2461 6'-8" 5'- 4" 5' - 0" Precast 2 - #2 2 - #4 NONE 2360 2360 1921 1920 T- 0" 5'- 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 2175 2175 1733 1783 7' - 6" 6' - 2" 5'- 10" Precast 2 - #2 NONE 1945 1945 1500 1610 T- 8" 6'- 4" 6'- 0" 1 Precast (2) D4.5 Wire -2-#4 2-#4 NONE 2214 1 2214 1 1780 1 1843 9'- 8" 8'- 4" 8'- 0" Precast 2 - #2 2-#4 NONE 1250 1 1257 1 884 1 1133 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 32" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L {1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DW DET. DX DET. DW & DX DET. DY 3'- 8" 7 - 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 1 4336* 5500* 4733 5500* 5' - 10" 4'- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 4218 10000 4451 10000 6'- 8" 5'- 4" 5' - 0" Precast 2 - #2 2 - #4 NONE 5356 10000 3356 8207 7- 0" 5' - 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 6918 9848 3029 7407 7'- 6" 6'-2" 5' - 10" Precast 2 - #2 2 - #4 NONE 5971 8121 2621 6409 T - 8" 6'- 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 3832 10000 2715 9482 9' - 8" 1 8'- 4" 1 8' - 0" Precast 2-#2 2-#4 NONE 2211 4137 1546 3779 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE :EI FIER Ni uuuuuu u J 1 ' J 1 ► I �_ _ml IVAI uuuuuu r r r r r I 'PEEmm Ems I 01i fi r • I: .� I P 7 r I P I .1 0 E1iM IN i III :p 11 • MT, VR DET. rob NOTE #1: (1) #4 MIN. REQUIRED FOR DEEP BEAM ONLY GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#SU (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DM DET. DN DET. DM & DN DET. DP 3' - 8" 2' - 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 3552 6213* 6213* 6213* 4'-0" 2' - 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 2923 9877 5379 10000 4' - 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 5444 10000 6633 10000 4'- 4" 3' - 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 2445 8288 4520 8262 4' - 6" 3'- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 2248 7632 4166 7332 4' - 8" 3' - 4" 3' - 0" Precast (2) D4.5 Wire 2 - #3 NONE 4037 10000 4925 10000 5'- 8" 4' - 4" 4 - 0" Precast 2 - #2 2 - #3 NONE 3711 4722 2542 4101 5'- 10" 4'- 6" 4 - 2" Precast 2 - #2 2 - #3 NONE 3485 4417 2391 3858 6'- 8" 5'- 4" 5' - 0" Precast 2 - #2 2 - #4 NONE 3031 3382 1803 2977 T - 0" 5' - 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 3240 3240 1627 2728 7' - 6" 6'-2" 5' - 10" Precast 2 - #2 2 - #4 NONE 2845 2845 1408 2423 T- 8" 1 6-4" 1 6'- 0" 1 Precast (2) D4.5 Wire 2 - #4 NONE 2163 3342 1425 2856 9'- 8" 1 8'- 4" 1 8'- 0" 1 Precast 1 2 - #2 2-#4 NONE 1 1241 1 1771 806 1 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 6- 10" 4'- 6" 4'- 2" Precast 393 689 6'- 8" 5'- 4" 5'- 0" Precast 389 783 5'- 8" 5' - 4" Precast 386 694 6' - 2" 5'- 10" Precast 334 601 8'- 4" 8' - 0" Precast 197 354 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE TYPE DESIGNATION NOTE N ---1- 2' RECE66 ATpE IL VT' DUAIL ll' DETAIL T)V' 14 ria r. Iia ll P - PLAIN LINTEL / rQUANTITY OF #5 BAR AT S - SOLID LINTEL 1 ! LOWER LINTEL CAVITY [8x16-P-1 L / 1 U] NOMINAL WIDTH -J L- QUANTITY OF #5 BAR NOMINAL HEIGHT AT UPPER LINTEL CAVITY NOTE N 5s �. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineer ng.com CA 25948 o CD N Z w O Z a� Ln aWL^ ZHaaQ.c+� a Q 00 Z W wCD J 0 o d0- V) LLl °a LU W z LU V) ^ 0 w V) L Q Q > V)LLB I - .J Q W U m xLU /^ J Cal Z'`"< ED QL0Q O U�� v E N Q r- 5w (U � L 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= I 08MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THESTRUCTURAL PORTION OFTHIS DRAWINGONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WrrHOUr WRITTEN CONSENT FROM LENNARCORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.13.17 1.00 6TH ED. (2017) FBC UPDATES 12.29.17 1.01 PLAN REVISIONS TO HVAC SPACE & ELECTRICAL 04.30.18 1.02 REV. FLOOR TURSS LAYOUT 02.07.19 1.03 USE SIMPSONH10ILO LISP RT16A VERSION NO. 1.03 � 02.07.19 .a d7 -,Qa vy r� w m J z 0 L1J Q L = U LU H Q � = N N W ad C14 w� 21 �00 W * >-* w* Z Q w = LLI 1V LLI I LU ❑ ❑ SHEET TITLE: QUALITY PRECAST LOAD TABLES SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 2.2 1N � W CN LO FLOOR jY, TETd SEE PLAN r U 2x IiATIIING PER PLAN r & ATTAC:'IIID PER DITAII, C'iS6 (2) 1`16TAM36 STRAPS W/ (8)10d NAILS 4 (6)1/4' x 21/4' TAPCONS TO MASONRY BELOW (TYR EA SIDE) OR (2) MSTA36 STRAPS Wl (26)10d NAILS TO WOOD WALL OR BEAM BELOW 5ECT I ON CORNER FRAMING ATTACHMENT SCALE: N.T.S. 1/2 WALL OR SPINDLES r PER CUSTOMER SPECS. CONT. HANDRAIL 36' ABOVE STAIR NOSING 3'-V 2x8 FRAMED WALL ON MASONRY WALL 3/4' KICK PLATE 2x12 TREAD - RIP AS REQUIRED LANDING FRAMING, SEE SHEET STAIR SYMBOLS BUILDING SECTION KEY (Section No. over Sheet No.) INTERIOR ELEVATION KEY (Elev. No. over Sheet No.) DETAIL KEY (Detail No. over Sheet No.) WINDOW SCHEDULE KEY 0 (SEE WINDOW SCHEDULE SHT. ) 0 - STRUCTURAL NOTE O -+ HOSE BIBS P5, i An I' NOSING I 3!4' SUB FLOOR FLOOR GIRDER SEE PLAN FLOOR TRUSSES OPEN TO FAMILY ROOM 1/2' GYP. BOARD 1L-JU � 5T,41R ��CTION ( 3) 2x12 SYP STAIR � STRINGERS (TYP) L L_ � L IR WALL OR SPINDLES PER CUSTOMER SPECS. AREA TABULATION MODEL 2985 ISt FLOOR LIVING 1355 S.F. 2ND FLOOR LIVING 1644 SF. TOTAL LIVING 2999 SF. GARAGE 649 SF. COVERED ENTRY -ELEV. 'A' 45 SF. COVERED ENTRY -ELEV. 'B' 39 S.F. TOTAL ARR3=A: ELEV. 'A' 3693 S.F. ELEV. 'B' 3687 S.F- 11 A.N. STAND DIMENSIONS GAS = 6' H. x 36' W. x 52' L. ELEC: = 24' H. x 36' W. x 52' L. NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR AH. TO BE ALIGNED. ELEV. +10'-0 3/4', ELEV. ,a'-m' * NOTE: ALL INTERIOR ANGLE WALLS ARE AT 45 DEG, WINDOW ol 5CHEDUL DETAIL KEY (Detail No. over Sheet No.) WINDOW SCHEDULE KEY 0 (SEE WINDOW SCHEDULE SHT. ) 0 - STRUCTURAL NOTE O -+ HOSE BIBS P5, i An I' NOSING I 3!4' SUB FLOOR FLOOR GIRDER SEE PLAN FLOOR TRUSSES OPEN TO FAMILY ROOM 1/2' GYP. BOARD 1L-JU � 5T,41R ��CTION ( 3) 2x12 SYP STAIR � STRINGERS (TYP) L L_ � L IR WALL OR SPINDLES PER CUSTOMER SPECS. AREA TABULATION MODEL 2985 ISt FLOOR LIVING 1355 S.F. 2ND FLOOR LIVING 1644 SF. TOTAL LIVING 2999 SF. GARAGE 649 SF. COVERED ENTRY -ELEV. 'A' 45 SF. COVERED ENTRY -ELEV. 'B' 39 S.F. TOTAL ARR3=A: ELEV. 'A' 3693 S.F. ELEV. 'B' 3687 S.F- 11 A.N. STAND DIMENSIONS GAS = 6' H. x 36' W. x 52' L. ELEC: = 24' H. x 36' W. x 52' L. NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR AH. TO BE ALIGNED. ELEV. +10'-0 3/4', ELEV. ,a'-m' * NOTE: ALL INTERIOR ANGLE WALLS ARE AT 45 DEG, WINDOW ol 5CHEDUL IR WALL OR SPINDLES PER CUSTOMER SPECS. AREA TABULATION MODEL 2985 ISt FLOOR LIVING 1355 S.F. 2ND FLOOR LIVING 1644 SF. TOTAL LIVING 2999 SF. GARAGE 649 SF. COVERED ENTRY -ELEV. 'A' 45 SF. COVERED ENTRY -ELEV. 'B' 39 S.F. TOTAL ARR3=A: ELEV. 'A' 3693 S.F. ELEV. 'B' 3687 S.F- 11 A.N. STAND DIMENSIONS GAS = 6' H. x 36' W. x 52' L. ELEC: = 24' H. x 36' W. x 52' L. NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR AH. TO BE ALIGNED. ELEV. +10'-0 3/4', ELEV. ,a'-m' * NOTE: ALL INTERIOR ANGLE WALLS ARE AT 45 DEG, WINDOW ol 5CHEDUL ARR3=A: ELEV. 'A' 3693 S.F. ELEV. 'B' 3687 S.F- 11 A.N. STAND DIMENSIONS GAS = 6' H. x 36' W. x 52' L. ELEC: = 24' H. x 36' W. x 52' L. NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR AH. TO BE ALIGNED. ELEV. +10'-0 3/4', ELEV. ,a'-m' * NOTE: ALL INTERIOR ANGLE WALLS ARE AT 45 DEG, WINDOW ol 5CHEDUL FIRST FLOOR WINDOWS MARK TYPE ROUGH OPENING HEAD HEIGHT CLEAR OPENING CLEAR OPENING SF. SILL HEIGHT A 355H 54' X 63' 1'-0' 48312' WIDE X 2615' HIGH 881 SF. I'-10' B 235H 38' X 39' 1'-0' 33312' WIDE X 1515' NIGH 31o4 5F. 3'-IID' C 255H 38' X 63' 1'-ID' 33312' WIDE X 1515' HIGH 589 S.F. SECOND FLOOR WINp0W5 MARK TYPE ROUGH OPENING HEAD HEIGHT CLEAR OPENING CLEAR OPENING SF, SILL HEIGHT p 255N 38' X 63' (FRAME) 1'-2' 33312' WIDE X 2625' HIGH 589 S.F. 2'-I' E 1/1335H 21' X 39' (FRAME) 1'-2' 23312' WIDE X 15.15' HIGH 255 5F. 3'-II" r_mi -1 6'-10' 15'-IID' IID'-4' Il'-ID' SHED ROOF BELOW 10'-8' DRYER VENT. 23 21 +281 / -312 PSF 140MPN O +30.9 / -3310 PSF 145MPH NAND BOX 6 21 8 DO +28.1 / -311 F'SF I H 21 +30.9 / -33b P5F 14 H DO -312 F'SF 140MPH 24 3 +3ID.9 / -33b PSF 145MPH 23 *EGRESS (4) SHLYS. rP.�' - ---- W. ---- - D. X • 12 SHELF is 60 AFF. OR R PAN 4 SURR � bID' x 30' CABINETS OVER � APPLIANCES � UPPER FLOOR PLAN SCALE: 1/4'=1'-0' f--tRTll--tL UPPER FLOOR PLAN - ELEV 11511 SCALE: 1/4'=1'-0' DIMENSION CONVENTION - OVERALL &EXTERIOR OPENING DIMENSION FROM OUTSIDE OF WOOD FRAME OUTSIDE FACE OF 4" WOOD FRAME WALL 4" FRAME WALL U.N.O. WALL LEGEND BEARING WAIL 2X STUp -9 16' OC MAX, lUN,O) W/ 1/2' GYP. INTERIOR 2X STUD UJ/ 1/2' GYP. FLOOR PLAN Noorms: I. SEE PRODUCT APPROVAL SWEETS FOR DOOR AND WINDOW CABLES AND INSTALLATION INFORMATION. 2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROWH-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 PEWANENT LABEL PROVIDED BY THE MANUFACTURER. 5. EXTERIOR WINDOWS AND DOORS SHALL BE LABELED WITH A PEWANENt LABEL, MARKING, OR ETCHING PROVIDING TRACEABILITY t0 THE MANUFACTURER AND PROpUCt. 6. LISTED WIND PRESSURES At EACH OPENING ARE ALLOWABLE StRESS DESIGN PRESSURES, FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED t0 BE DIVIDED BY 01o. 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DDORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAT 13/6 INCHES THICK, OR 20-MINUTE FIRE -RATED p00Rs. 8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIM N0.26 GAGE SHEET STEEL,1 INCH MINIMUM RIGID NONMETALLIC CLASS ID OR CLASS I DUCT BOARD, OR OCHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE. 2uD FLOOR stRuctURP4L NotEs 21 (2) 2xb SF'M HEADER W/ 1/2' PLYWOOD FLIrCI-I 4 lu uSP LSTAIs g EA. M. PROVIDE (U JACK a EA. END OF HEADER W/ (l) LISP MStAM36 t0 MASONRY WALL BELOW (SEE DETAIL LL/S6 FOR MStAM36 INSTALLATION t DETAIL 1/54 FOR WALL WIDER THAN 49 22 (2) 2X6 SPF'2 HEADER W/ I/2' PLYWOOD FLITCH 4 (l) LISP LSTAIs a EA. END. PROVIDE (l) JACK a EA. END OF HEADER W/ (U LISP MSTA36 TO FRAME BELOW (SEE DEC. I/64 FOR WALL WIDER THAN 49 23 (4) 2X COLUMN W/ (2) U5P M5tAM36 (OR MSTA36 t0 FRAME) 0 BASE (SEE DETAIL A/3 FOR SCRAPS ATTACHMENT) 23 (2) 2x COLUMN W/ lU 51MPSON MStAM36 TO MASONRY WALL BELOW 24 (3) 2X COLUMN W/ (2) LISP MSTAM36 (OR (l) MSTA36 t0 FRAME) s BASE (SEE DETAIL LL/Sb FOR MStAM36 INSTALLATION). 25 (5) 2X COLUMN W/ (2) LISP MSTC40 s BASE NOTES: 1. PROVIDE A MIN. OF 3' EDGE DISTANCE ON MASONRY WALL FOR TAPCON SCREWS 2- ALL EXTERIOR FRAME WALLS ARE CONSIDERED SHEAR WALLS AND ARE TO BE SHEATHED PER DETAIL C/S6 3. PROVIDE A SOLID BLOCKING BETWEEN FLOORS 0 EA. JACK STUD tBUILT-UP COLUMN ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE r0 APPLICABLE BUILDING COPES PRIOR t0 COMMENCEMENT of ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE t0 APPLICABLE BUILDING CODES SHALL BE BROUGHT t0 tHE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS TWAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT t0 ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OCHER PARK' OCHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELP RESPONSIBLE. • R312.13 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE t0 THE REQUIRED GUARD HEIGHT UA IIGH ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm) M DIAMETER EXCEPTIONS: 1, THE TRIANGULAR OPENINGS At THE OPEN SIDE OF A StAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL Not ALLOW PASSAGE OF A SPHERE b INCHES (153 lmn) IN DIAMETER 2. GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 3/8 INCHES (ili mm) IN DIAMETER • HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGtH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE COP RISER OF THE FLIGHT t0 A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS AS PER FRG 6TH EDITION (2011) R311.182 . • ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FRC 6TH EDITION (2011) R311.1. S-CD Cie C14 1 .... f3� �'9•n( ..::^:.::ate%. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 voww.danscoengineering.com CA 25948 o 0 N z "' 501 aWw^ Rana-r%� E-00 W zuj w 0 o W_ C� ^ O ry w w -. �0- 0 m w °- w Z � Q w m Q LO Q U � v 600• � N Q `� U � CW Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE 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. 02019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION• DATE DESCRIPTION 12.13.17 1.00 6TH ED. (2017) FBC UPDATES 12.29.17 1.01 PLAN REVISIONS TO HVAC SPACE &ELECTRICAL 04.30.18 1.02 REV. FLOOR TURSS LAYOUT 02.07.19 1.03 USE SIMPSONHl0ILO LISP RT16A VER CD ' o n ----------------------------`- L---------1------------- (V V-0' RIDGE VENTRIDGE4'-0'RIDGEVENTL4�`�� <PE \ RV 1 z I I I � RIDGE I SLOPE 5:12 SLOPE 5:12 _ I 1 I I I LU I � I I 1 I _ I z UIA w z n t J I D� cx > > o I --- — 4'-0' (TYPJ PF -RIDGEVENT LIA 0- RV 2 NOTE: � FLASHING SHALL BE INSTALLED AT WALL AND ROOF ROOF FLAT I � INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. SCALP: 3116'=i'-0' Co � LU > _QL SLOPE 5:12 _ Ji 0 O ROOF VENT 5CNEDULE 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 6TIH EDITION (2011) FRC, R8062. Mark Location Roof vents or equal system (sq. in.) Soffit Vent (sq. in.) RV i 2nd Level Roof 412 412 RV 2 Ist Level Front Roof 27 2i RV 3 Ist Level Gara a Roof 56 56 EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' MEASURED FROM THE FINISHED FLOOR OF THAT PARTICULAR ROOM TO THE 130TTOM OF THE CLEAR OPENING. * * * * STUCCO FINISH 4' 5CORED RAKE ROOF SHINGLES PER SPEC'S STUCCO FIN15H SEE12 '-3'-2"NEE=L NC T. PLAN SEE PLAN FOR TRUSSES &' -V BRG- N4GT. OLF. FLOOR ELEV. 0'-0' LU fL Q 2x FRAMING AS REQ 2x4 (TYP) SEE PLANS FOR SEAM SIZE m (2) 2x4 FRAMING STUCCO FINISH OVER MTL. LATHE 414(o' OSS SHEATHING 4 FRAMING `r AS REQUIRED �r TRUSSES PER PLANS SEE PLANS FOR P05T SIZE P05T TO CMU CONNECTOR 5EE FAN REFER TO PLANS 2x4 SILL FRAMING 1/2 WALL OR RAILING iA (TYP) 2x6 (TYP.) STUCCO FINISH 2xs WALL STAIR MA50NRY WALL SEE FOUNDATION PLANS FOR FOOTER SIZE 0'-0" PIN, PLR.71] F31 SEE SHEET 1 FOR V MATERIAL INFO —12 51}, THIGM55 OF TEXTURED FINISH OVER ' FRAM APPLICATION TO BE PER FRC R1031 NOTE: ,: - DIMENSION MEASURES FROM THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW TO THE 2ND FINISH FLOOR 12 5 F26 'STUCCO FINISH F28' ' F5 . ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRICTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. F ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. F23 SHINGLE ROOF PER SPEC'S 12 '� 5 RIDGE VENT 12 12 SHINGLE ROOF PER SPECS. 5� ® 12 RIDGE VENT 5 12 OFF -RIDGE VENT J 12 12 5� SHINGLE ROOF PER SPECS. 5 5 ,,T, PLATE ELEV. is' -I 1/8' *- STUCCO FINISH 12 OFF RIDGE VENT —� STUCCO FINISH r F. FLOOR ELEV. i6-0 3/4' T. BLOCK ELEV. V-8' _ — — — — — EXP. JT. LINE — — — �EXP. JT. LINE - LIGHT TEXTURE SEE 3/48 FOR LIGHT TEXTURE DECO. FINISH /� DECO. FINISH �,- COLUMN DETAIL � 3-0� F23 T F. FLOOR ELEV. 12 SCALP: I/S'=1'-0' SCALP: I/S'=1'-0' 12 12 12 ROOF TSES �5 5� �5 RIDGE VENT 5 RUS PER PLANS SHINGLE ROOF PER SPECS. T. PLATE ELEV. I5-1 AEG ""',BATH - To TRUSSED PER PLAN STUCCO FIN15H E7 12 5 F. FLOOR ELEV.10'-0 3/4' T. BLOCK ELEV. 8'1 — — — — FLOOR SYSTEM MA50NRY WALL EXP, JT, LINE 12 1/2 WALL OR RAILING LIGHT TEXiURE t 35 DECO. FINISH 0, jFAMILO 2x4 WALL GARAGE MOM: 12- F23 F. FLOOR ELEV. 6-0' SCALP: I/8'=1'-0' SCALE: 1/8'=I'-0' T� ,,�yg Via': ;•.y``•`\••,`jay,�' �'% ss .�Y ui DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 o CD N Z w O o^ M Z M COD Q � J � �ww� ZFa-'aaM a�a00 WLU Z LU J 3: O O LU 1211::� m W V ^p Q HZ ,V) / v I LU LU I - J LJJ U m Q Lu LU (� w m Q Q O U � v o00• N Q r- W cU �O Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IF IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.13.17 1.00 6TH ED. (2017) FBC UPDATES 12.29.17 1.01 PLAN REVISIONS TO HVAC SPACE & ELECTRICAL 04.30.18 1.02 REV. FLOOR TURSS LAYOUT 02.07.19 1.03 USE SIMPSONH10ILO USP RT16A VERSION NO. T.03`/ 02A7,19 Ir J' t Q_ O w m z O Q = U W U' ZN _ h Q� =N A04 LUw _� :20 LUw Z QLLl =Lj NLLi C 2 to a_ T— a- a- ❑ ❑ W SHEET TITLE: ELEVATION "B" EXTERIOR ELEVATIONS & ROOF PLAN SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 46 r— 01-1 O I 1 00 04 L0 rl— POWER CO. FEE SIPPER FLOOR ELECTRICAL PLAN 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN O 200 amp 150 amp nnect 4 Bare Cu Ground Footer STEEL SCALE:: 1/4'=1'-O' ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCKPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DE5IGNER5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRICTION. 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 TEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. Groundrod tied to footer steel OR 4 Bare attached to footer steel Typical 150-200 Amp Electrical Riser Diagram LOWER FLOOR ELECTRICAL PLAN SCALE: 1/4'=1'-O' ELECTRIC,4L <EY 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P. WEATHERPROOF DUPLEX OUTLET 0 F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET K)-- HALF -SWITCHED DUPLEX OUTLET VC SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH IR RHEOSTAT SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE �-� LIGHT FIXTURE WITH FULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® SMOKE DETECTOR (SHALL BE INTERC-MCTED) ® SMOKE/CARBON MONOXIDE DETECTOR COMBINATION I < TELEPHONE (OPTIONAL) R TELEVISION (OPTIONAL) ELEC. METER Q THERMOSTAT ELECTRIC METER = ELECTRIC PANEL ® CONCOURSE BOX -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c 1> ROUGH -IN FOR OPT. CEILING FAN �7 CEILING MOUNTED INCANDESCENT LIGI4T FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AS INDICATED ON PLANS. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES t RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR SWITCHES-42' OUTLETS_14' TELEPHONE_I4' TELEVISION_I4' 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS, SMOKE DETECTORS SHALL BE LABELED IN ACCORDANCE WITH UL 211 AT TIME OF FINAL INSPECTION. 4. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON A AF:C.I. PROTECTED CIRCUIT. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WOW IS IN FULL COMPLIANCE WITH 2O14 NE.C, 6TH ED. (2011) FBC, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ARC FAULT RECEPTACLES IN ALL BEDROOMS PER 2014 NEC. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR ME VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 rt o CD N Z o^ z a�L-Lj Z 900 w wCD J O o d- W 0::� m w (/) ^p w cn W L w I — J w - ca nLL,r'. Lu �- C� w Cn Z m Lo � 00 � U U o• LO �NQ U � `W L M Q THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED ANDSEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12 13 17 1.00 6TH ED. (2017) FBC UPDATES 12.29.17 1.01 PLAN REVISIONS TO HVAC SPACE & ELECTRICAL 04.30.18 1.02 REV. FLOOR TURSS LAYOUT 02.07.19 1.03 USE SIMPSON H10ILO USP RT16A VERSION NO. 1.03 / 02.07.19 SHEET TITLE: ELECTRICAL PLANS SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 5 O CT O CV CO N LO ✓w -w 2'-0' 46'-0' 2'-0' SS USP HTA20 (TYPICAL e MASONRY UN,O) �9 R S6 R = 4B01' JL JL JL JL R = 3041i HTW20 0 � LOUD 0 ROOF)JL c0 R �6 (2) USP ai 6i T N e ol 9' 2' LU R = 2023# A GIRDER 0 0 HTW20 F- I A (SIM. W/ ro) LOWER ROOF) (2) USP r— ke e GIRDER USP HTA20 (TYPICAL e MASONRY UNA) LISP WTA20 (TYPICAL MASONRY UN,O) GIRDER l2) USP HMO 2x4 SPF BLOCKNG a 24' O.C. ATTACHED W/ (2)16d TOE NAILS AT EA END USP WTA20 0 MASONRY (TYPICAL UN.0) 25 — — — — 10'-0' `" o � �P `➢P i1PGIRDER�P A (SIM. W/ BLOCKING S6 4 LOWER USP NTA20 �P ROOF �P B USP JU624 I SIMPSON HIOA (TYP. 0 FRAME, UNA) 6'-0' 1'4 ' 1/2 (2) USP HTA20 10'-10, Ll N I I USP HTA20 (TYPICAL 0 MASONRY UNA) 10'-0' 2'-0' 8'-0' ' 25-4' 20'-8' FLOOR AND LOWER ROOF FRAMING PLAN 11511 SCALE: 1/4'=1'-O' SEAM BMI = (3)1 3/4' X 16' 2900F5-2.OE LVL. ATTACH TWO PLIES W/ (3) ROWS OF 16D NAILS m 12' O.C. STAGGERED FROM ONE FACE ONLY, FLIP BEAM AND ATTACH THE THIRD PLY W/ (3) ROWS OF 16D NAILS a 12' O.C. STAGGERED TO THE UN -NAILED SIDE OF THE FIRST TWO PLIES. USP CONNECTION CHART CONNECTION QTY. CONN. CAPACITY (Ibs) FASTENERS" PER CONN. Simpson H10A 1 1340 18-1Od x 1 1/2" JUS26 1 630 (R = 835) 6-1Od RT7 1 495 5-8d x 1 1/2" & 5-8d HTW20 1 1285 24-10d x 1 1/2" HTVV20 2 2570 20-1Od HTA20 1 1870 9-1Od x 1 1/2" HTA20 2 2430 1 9-1Od x 1 1/2" *Double connectors to be placed diagonally to each other. **Do not drive nails through the truss plate on the opposite side of the truss which could force the plate off the truss. I66UANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT AIRE 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. C^I ^I 39 5 I/4' '-6 3/4' 2'-0' 1'-0' USP RM (TYPICAL ALL COR4ER6 9 FRAME) l 61MP50N HIOA (TYP. • FRAME, uN.0) USP HTW20 R = 1323� u : b0N T R = 41210 U = 1849r (2) USP HMO SIMPSON HIOA (TYP. RW'E, URO)DF GIRDER SHEATHE ROOF PRIOR � LISP HTW20 TO OVER BUILD (TYP) R : 21501 U : 10110 use HTW20 R = 1323� U = bON R = 66140 u = 2551� (2) USP HTIU10 e v - H (2) USP HTW20 R U = 14180 T ;zz SIMPSON SIMPSON H10A (!YP. 16 FRAME, UNA) HIOA (TYP. 0 FRAME, UND SHEATHE ROOF PRIOR (2) USP HTW20 TO OVER BUILD (TYP) R = 3410 U = 14130 GIRDER LILI e I'-8' -v 10' 10' 4'-0' I'-2' 61MPSON HIOA (TYP.19 FRAME, UNA) 6'-0' 4 55 13'-4' 1'-4' 4 S5 ol 14'-2' 39'-2' UPPER ROOF FRAMING PLAN 11511 SCALE: 1/4':I'-0' 2X STUDS 0 16' O.C. USP LSTA24 • EA. STUD SHEAR 5LOCKING TIGHT FIT 5ETUJEEN TRUS5ES U)/ (3) 16d TRU55 FRAMING NOTE5 PRE-ENGINEERED TOE NAILS EA. END ROOF TRUSSES USP WTA20 6 EA. ALL CONNECTIONS PER USP CATALOG (LATEST EDITION) - TRUSS PRE-ENGINEERED U.N.O. CONTACT ENGINEER FOR ALTERNATE CONNECTIONS ROOF TRUSSES PRE-ENGINEERED WOOD TRU55ES SPACED 9 241 O/C TYPICAL, UNLESS NOTED OTHERWISE SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF INFORMATION. 4' TRUSS TO TRUSS ATTACHMENT PER TRUSS MANUFACTURER USP MP4F Q 24' O.C. ;. HGAM10 is 24' C.C. %a' GYP. TYPE 'X' MAX, NOTE: REFER TO SECTION J/56 FOR• ^ ADDITIONAL INFORMATION OWN UPLIFT VALUES SHARE CALCULATED BASED ON CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM TRUSS MANIFACTURER'5 VALUES 0-2�� SCALE: 3/4'=1'-0' IF THE CONTRACTOR, TRUSS MANUFACTURER OR OTHER DESIGN PROFESSIONALS F VISE THE SHOWN! INFORMATION, DANSCO ENGINEERING, LLC 15 REQUIRED TO REYIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenginee(ng.com CA 25948 o 0 N Z w o^ ZQUlMM Q Cn J Ln aWLL^ z� <C a ¢ `n o zc~n� t; W Z� W 0 J W CL/ W Uj z0 V) L CL Q Uj w J W - op �O�.iJ W W 1'' Q -�-J 1X 1Cn Q Lx) Q 0 CO U U_ 0", W U (y) 5 M `Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDRION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHOR2ED USE IS PROHIBffED. REVISION: DATE DESCRIPTION 12.13.17 1.00 6TH ED. (2017) FBC UPDATES 12.29.17 1.01 PLAN REVISIONS TO HVAC SPACE & ELECTRICAL 04.30.18 1.02 REV. FLOOR TURSS LAYOUT 02.07.19 1.03 USE SIMPSON H10ILO USP RT16A VER810iaf NO..T.03 / a2.07-,19 Cis C= L� � O w � m J z 0 a _ C) W U' LO > 3 H Q �f =CV �N W wM =� ��D W ZD* wo* Z Q Uj = Uj 114 Uj � �a �LL LLn� W ❑ ❑ SHEET TITLE: FLOOR & ROOF FRAMING ELEVATION "B" SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 6B CN i C>D C'^4 L! I-- 3 K DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com CA 25948 o 0 N Z Lu U) CD Zo �(~MCo z Q�M� W LL n zI—�ac%� zta00 H Wz� W 0 CD V) W 0:� m Lu o ry QV) Q > V) Lu W -I W m �/O�U in a —I Z w CIO QO 000� U_ o• U 04 Q W U � Q THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.13.17 1.00 6TH ED, (2017) FBC UPDATES 12.29.17 1.01 PLAN REVISIONS TO HVAC SPACE & ELECTRICAL 04,30.18 1.02 REV. FLOOR TURSS LAYOUT 02.07.19 1.03 USE SIMPSON H10ILO USP RT16A VERSION NO. 1.03 / 02.07.19 SHEET TITLE: FOAM TRIM DETAILS SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH 7 A. 'I 1111 U ,LT 1' 111IIII I J rti r,A.il 1111 Aftm1nIft:.AuL., .T....,:: T: 1111 1 1 1 Ii I i I 1t I,. t r-- O O", O CV 00 CV LO SPEC IFIGATIONS I. I. CONSTRUCTION I. I. I. AGI 30-14 BUILDING GORE REQUIREMENTS FOR 5TRUGTURAL CONCRETE I. I. 2. A5GE5/AGI 530-13, TMS 402-I6 8 A5GE6/AGI 530.1-15, TM5 602-16 SPECIFICATIONS FOR MA50NRY STRUCTURE5. I. 1.5. ASTM G270-12a, G476-10, AND Gq0-14 SPECIFICATIONS FOR MASONRY STRUCTURES I. 1. 4. NATIONAL DESIGN 5PEGIFIGATION5 (ND5) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL AGGOMPANYING SUPPLEMENTS. I. I. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING GODE (FBG), 6th EDITION (2017) I. 1. 6. "MANUAL OF STEEL GON5TRUGTION, ALLOHABLE 5TRE55 DESIGN", BY THE AMERICAN INSTITUTE OF STEEL GON5TRUGTION, (AISG) "DESIGN 5PEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRU55E5" BY THE TRUSS PLATE INSTITUTE TPI 1-14. I. 2 . DESIGN : I. 2. I. AGI 31,5-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL GONGRETE I. 2. 2. A5GE5/AGI 530-13, TMS 402-16 $ A5GE6/AGI 530.1-13, TM5 602-16 5PEGIFIGATION5 FOR MASONRY 5TRUGTURE5. I. 2. 3. A5TM G270-12a, G476-10, AND CAO-14 5PEGIFIGATION5 FOR MASONRY 5TRUGTURES I. 2. 4. NATIONAL DESIGN 5PEGIFIGATION5 (ND5) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL AGGOMPANYING SUPPLEMENTS. 1. 2. 5. PLYHOOP DE51ON 5PEGIFIGATIONS (APA) I. 2. 6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2017) I. 3. SHOP DRAWINGS: I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRANIN05 NITHOUT HRITTEN APPROVAL FROM THE ENGINEER OF RECORD. I. 5. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION. ALL ROOF AND FLOOR TRU55 SHOP DRAHIN65 ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INGLUDE : DRANIN05 AND GALGULATIONS, REAGTIONS AND BEARING POINTS, BRAGING REGUIREMENT5, AND GONNEGTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESI CN LOADS TH15 5TRUGTURE HAS BEEN DESIGNED IN AGGORDANGE HITH THE 6th ED. (2017) FLORIDA BUILDING CODE, RESIDENTIAL BUILDING GATEGORY: II 2.1. DEAD LOADS : ROOF TILE (TG=15P5F, BG=IOP5F) 25PSF ASPHALT SHINGLE (TG=7PSF, BC=IOPSF) 17P5F METAL (TG=IOPSF, BG=IOPSF) 20PSF FLOOR TILE (GERAMIG, 1/2" MORTAR BED) 25P5F CARPET OR HOOD 15PSF 2. 2. LIVE LOADS : ROOF 20PSF FLOOR ONE- AND TWO-FAMILY DHELLING5 UNINHABITABLE ATTIC, NO STORAGE IOPSF UNINHABITABLE ATTIC, LIMITED STORAGE 20P5F HABITABLE ATTICS, SLEEPING AREAS 30P5F OTHER 40PSF EXTERIOR DECKS SAME AS OGGUPANGY SERVED RAILING - NONGONGURRENT 50PLF OR 20OLB LIVE LOAD REDUGTION5 PER CODE 2. 3, ROOF SNOW LOAD DATA: GROUND SNON LOAD, Pq = N/A 2. 4. WIND LOADS : BASIC, HIND SPEED, V (3-5EG. GUST) 140MPH (Va5d=108MPH) HIND EXPOSURE C INTERNAL PRESSURE GOEFFIGIENT V-0.15 C&G DESIGN PRESSURE SEE PLAN HIND BORNE DEBRIS PROTEGTION 5HUTTERAMPACT GLA55 2. 5. SEISMIG DESIGN DATA: SEISMIC IMPORTANGE FACTOR, le 1.0 SEISMIC, RISK CATEGORY II MAPPED SRA, 55, 51 N/A 51TE GLA55 A DESIGN SRG, 5D5, SDI WA SEISMIC, DE515N CATEGORY WA BASIC, 5FRS MASONRY HALLS DE515N BASE SHEAR, (UNFACTORED) WA SEISMIG RESPONSE GOEFFIGIENT, G5 WA RESPONSE MODIFICATION FAGTOR, R WA ANALYSIS PROCEDURE ELF 2. 6. FLOOD DESIGN DATA: DATUM NAVD88 FLOOD ZONE "X" BASE FLOOD ELEVATION: N/A LOWEST PROPOSED FLOOR ELEVATIONS WA 3. DEFLECTIONS: LIVE LOAD L/360 TOTAL LOAD L/240 4. MATERIALS 4.1. RE I NFORG I NG STEEL 4. I. I. REINFORGING STEEL SHALL BE A5TM A615/A615M-Og GRADE 40, f'y = 40 Ksi 4. 1.2. LAP 5PLIGE SHALL BE AS FOLLOH5: #5 BAR 25", #4 BAR 20", #3 BAR 15" 4. I. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORGING ARE TO THE CENTERLINE OF EACH BAR EXGEPT HHERE THE COVER DIMENSION IS 5HONN TO THE FACE OF THE GONGRETE. 4. 1.4. REINFORGING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1.5. REINFORGING MEGHANIGAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. I. 6. DESIGN COVER REQUIREMENT5 : G-I-P GONGRETE FORMED AGAINST EARTH 3" G-I-P GONGRETE EXPOSED TO EXTERIOR : 2" G-I-P GONGRETE NOT EXPOSED V2" GROUT FILLED MASONRY : 3/4 HELPED HIRE FABRIC, (HHF): A1064/A1064M-16a 4. I. 5. DETAIL REINFORGEMENT IN AGGORDANGE HITH AGI 315-LATEST EDITION. 4. 2. GONGRETE : MODULES OF 4. 2. I. CONCRETE TYPE MIN. 28 DAY DESIGN (f'c) ELASTIGITY DESIGN (E) C-I-P GONGRETE (NORMAL WEIGHT) 2,500 Psl 2,850 K51 G-I-P GONGRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 5,000 Psi 5,122 K51 G-I-P GROUT 1 5,000 P5I I 3,122 K51 4. 2. 2. GONGRETE SHALL GONSI5T OF I" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLAGEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL GON515T OF PEA ROGK (3/5" MAXIMUM AGGREGATE) GONGRETE MIX WITH SLUMP BETWEEN &" AND 10" AT TIME OF PLAGEMENT. SEE 5PEGIFIGATION5 FOR ADDITIONAL GRITERIA. 4. 2. 4. GON5TRUGTION JOINTS HILL BE PERMITTED 4. 2. 5. METHOD OF GONGRETE FORMING, PLAGEMENT AND GURING SHALL BE GONDUGTED IN AGGORDANGE HITH THE 5PEGIFIGATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLAB5 (EXGLUDING EXTERIOR NALKHAY5 $ DRIVEHAY5) 3 1/2" MIN. THIGKNE55 W MIN. REINFORGEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 HHF IN TOP OF 1-1/2" OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. HHF GONTRAGTORS DISGRETION. 4. 2. 7. CONCRETE PLAGEMENT PRAGTIGES SHALL BE IN AGGORDANGE H/ ALL AGI- MGP 2017 STANDARDS. 4.5. GONGRETE MASONRY : 4. 3. I. FILLED CELLS H/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING GONGRETE MASONRY BLOCK SHALL BE A5TM Gq0-14, TYPE II NON -MOISTURE CONTROLLED. 4. 5. 3. ALL GELL5 8 GAVITIE5 BELON GRADE HILL BE FILLED H/ GONGRETE IN ALL STEM HALLS 4. 3. 4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM 4. 3. 5. METHOD OF GONGRETE MASONRY PLAGEMENT AND GON5TRUGTION SHALL BE GONDUGTED IN AGGORDANGE HITH THE 5PEGIFIGATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE TYPE S" FOR ALL MASONRY GON5TRUGTION. 4. 3. 7. MASONRY ROUGH OPENING MAY VARY IN THE GRO55 5EGTION DIMENSION OR ELEVATION DIMEN51ON 5PEGIFIED ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER 5EGTION R606.3.1.1 4.4. STRUCTURAL LUMBER : 4. 4. 1.1. INTERIOR LOAD BEARING HALLS SPF STUD OR BETTER, fib = 675 PSI, E = 1200 Ksi ALL EXTERIOR FRAMING 5PF #2 OR BETTER, fb = 875 PSI, E = 1,40OK51 4. 4. 1.2. ALL FRAME HALLS TO BE GON5TRUGTED USING SPF , STUD QUALITY OR BETTER, UNLESS NOTED OTHERHISE 4. 4. 2. ALL PLYNOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 3. ALL PLYNOOD USED FOR INTERIOR APPLICATIONS 5UGH AS SUB FLOORING AND SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 4. IF OSB BOARD IS TO BE USED IN PLAGE OF PLYHOOD 15 TO HAVE SIMILAR OR GREATER 5EGTION PROPERTIES. 4. 4. 5. ONLY STRUGTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN GONTAGT HITH GONGRETE 15 TO REGEIVE A STANDARD GRADE PRESSURE TREATING. 4. 4. 6. HHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE MANUFAGTURER 15 TO SUBMIT SHOP DRANIN05 TO THE ENGINEER OF RECORD. 4. 4. 7. DESIGN, FABRIGATE AND ERECT HOOD TRUSSES IN AGGORDANGE HITH THE "DESIGN 5PEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRUSSES" BY THE ANSI/TPI 1-14, BG51 2013 4. 4. 6. UNTREATED HOOD SHALL NOT BE IN DIREGT GONTAGT HITH GONGRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS HITHOUT NOODEN TOP PLATES. 4. 4. q. ALL EXTERIOR FRAME HALLS SHALL BE 5TUGGO FINISH AND SHALL BE APPLIED IN 5TRIGT AGGORDANGE HITH THE FRG SECTION Ri0532 AND WITH ASTM Gc126 INGLUDING THE REFERENGE IN ASTM Gg26 5EGTION b TO 5EGTION X1.4.2 OF THE APPENDIX - 7/8" TOTAL THIGKNE55 APPLIED IN THREE LAYERS (515" - 5/5" - W5") OVER METAL LATH OVER HATER RE515TIVE BARRIER. THE HATER RESISTIVE BARRIER SHALL INGLUDE A HATER-RE515TIVE VAPOR -PERMEABLE BARRIER HITH A PERFORMANGE AT LEAST EQUIVALENT TO TNO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY 5UGH THAT EAGH LAYER PROVIDES A SEPARATE GONTINUOU5 PLANE AND SHALL BE ATTAGHED DIREGTLY TO THE SHEATHING OVER FLASHING INSTALLED IN AGGORDANGE WITH THE APPLICABLE BUILDING CODE AND MANUFAGTURER'S SPECIFICATIONS. GURING TIME FOR 3-GOAT STUGGO, EAGH GOAT SHALL BE KEPT IN A MOIST GONDITION FOR AT LEAST 4b HOURS PRIOR TO THE APPLIGATION OF THE NEXT GOAT. THE 2ND GOAT SHALL NOT BE APPLIED SOONER THAN 48 HR5 AFTER APPLIGATION OF THE 15T GOAT. THE FINISH GOAT SHALL NOT BE APPLIED SOONER THAN 7 DAYS AFTER THE APPLIGATION OF THE 2ND GOAT. UNLESS APPLIGATIONS INSTALLED IN AGGORDANGE HITH A5TM Gc126 INGLUDING THE REFERENGE IN ASTM Cc126 5EGTION 8 TO SEGTION XI.4.2 OF THE APPENDIX 4. 4. 10. INSTALLATION OF EXTERIOR LATHING a FRAMING SHALL COMPLY TO ASTM G 1063 PER FLORIDA RESIDENTIAL CODE R703.7.1 4. 4. 11. FIELD GUT ENDS, NOTGHES AND DRILLED HOLES OF PRESERVATIVELY TREATED HOOD SHALL BE TREATED IN THE FIELD IN AGGORDANGE HITH ANPA M 4 4. 5. FASTENERS AND TIE DOWNS : 4. 5. 1. FASTENERS AND TIE DOHN5 SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, GHANNEL5 : ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE : ASTM A53/A53M-12, GRADE B Fy = 35 Ksi SQUARE METAL TUBING : A5TM A500-13, GRADE B Fy = 46K51 HIGH STRENGTH BOLTS : ASTM A325-14 MACHINE BOLTS : GALVANIZED ASTM A307-12 4. 5. 2• SHEET METAL AGGE55ORIES SHALL CONFORM TO : Fy = 33K51NITH Gq0 GALVANIZED GOATINO IN AGGORDANGE HITH ASTM A525-g3. 4. 5. 3. NAILS SHALL GON515T OF : COMMON HIRE NAILS WITH MINIMUM DIAMETER A5 FOLLOH5 : 8d = 0.131 ", IOd = 0.148", 12d = 0.145", 16d = 0.162" 4. 5. 4. ALL FASTENERS AND TIE DOHN5 EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO REGEIVE AN ANTI -GORROS IVE GOATIN6 BY MANUFAGTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DONN5 ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOHN5, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN AGGORDANGE HITH THE PLANS AND 5PEGIFIGATION5. 4. 5. 7. CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE NET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPAGING AND ALIGNMENT ARE TO BE IN AGGORDANGE HITH THE DE51ON PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. b. GONGRETE EMBEDDED TIE DOHN5 USED FOR TRUSS AND HALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORGING PRIOR TO OR WHILE PLAGINS GROUT. 4. 5. q. P05T-INSTALLED ANGHOR5 INTO CONCRETE I. POST -INSTALLED ANGHOR5 SHALL ONLY BE USED HHERE 5PEGIFIED ON THE GON5TRUGTION DOGUMENTS. THE GONTRAGTOR SHALL OBTAIN APPROVAL FROM DANSGO ENGINEERING, LEG PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLAGE OF MISSING OR MI5PLAGED CAST-IN-PLAGE ANGHOR5. 2. CARE SHALL BE TAKEN IN PLAGINS POST -INSTALLED ANCHORS TO AVOID GONFLIGT5 HITH EXISTING REBAR. 3. HOLES SHALL BE DRILLED AND GLEANED IN AGGORDANGE HITH THE MANUFAGTURER'S PRINTED IN5TRUGTION5 (MPII). 4. SUBSTITUTION REQUESTS FOR PRODUGT5 OTHER THAN TH05E 5PEGIFIED BELOH SHALL BE SUBMITTED BY THE GONTRAGTOR TO DE ALONG HITH GALGULATION5 THAT ARE PREPARED $ SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE GALGULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUGT IS CAPABLE OF AGHIEVINO EQUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE 5PEGIFIED PRODUGT USING THE APPROPRIATE DE51ON PROGEDURE AND/OR STANDARD(5) AS REQUIRED BY THE FLORIDA BUILDING GORE. 5. PROVIDE PERIODIC, 5PEGIAL IN5PEGTION FOR THRESHOLD BUILDINGS FOR ALL ADHESIVE AND MEGHANIGAL ANGHOR5 PER THE PRODUGT'S FLORIDA PRODUGT APPROVAL. 6. GONTAGT MANUFAGTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND INSTALLATION OF ANGHORS AND FOR PRODUGT RELATED QUESTIONS AND AVAILABILITY. GALL SIMPSON 5TRONG-TIE AT (800) qqq-50gg. GALL HILTI AT (866) 445-8827. 7. MEGHANIGAL ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH AGI 355.2 AND IGG-ES AGIg3 FOR GRAGKED AND UNGRAGKED GONGRETE RECOGNITION. PRE -APPROVED MEGHANIGAL ANGHORS INGLUDE: A) SGREH: SIMP50N STRONG -TIE "TITEN-HD" OR HILTI "KNIK HU5-EZ" B) EXPAN51ON: SIMPSON STRONG -TIE "STRONG -BOLT 2" OR HILTI "KNIK BOLT TZ" 8. ADHESIVE ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH AGI 355.4 AND IGG-E5 AG305 FOR GRAGKED AND UNGRAGKED CONCRETE RECOGNITION. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS PER AGI 30-14 D.2.2. HOLES SHALL BE DRY AT THE TIME OF INSTALLATION. ADHESIVES SHALL HAVE MAX. IN-5ERVIGE SHORT-TERM TEMPERATURE OF 150°F, AND MAX. IN-5ERVIGE LONG-TERM TEMPERATURE OF 110°F (AGI 315 DA.2.0. PRE -APPROVED ADHESIVE ANGHOR5 INGLUDE: A) EPDXY: SIMP50N STRONG -TIE "5ET-XP" OR HILTI "HIT -RE 500-517" B) FAST GURE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 200" 4.5. 10. POST -INSTALLED ANGHOR5 INTO MA50NRY I. MEGHANIGAL ANCHORS INSTALLED IN SOLID -GROUTED GONGRETE MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AGOI OR AG10(q. PRE -APPROVED MEGHANIGAL ANCHORS INGLUDE: A) SGREH: 51MP50N STRONG -TIE "TITEN-HD" OR HILTI "KNIK HU5-EZ" B) EXPANSION: SIMP50N STRONG -TIE "5TRON5-BOLT 2", "HEDGE -ALL" OR HILTI "KNIK BOLT 3" 2. ADHESIVE ANGHOR5 INSTALLED IN SOLID -GROUTED GONGRETE MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AG58. PRE -APPROVED ADHESIVE ANGHOR5 INGLUDE: A) EPDXY: SIMPSON STRONG -TIE "SET-XP" B) FAST CURE: SIMP50N STRONG -TIE "AT-XP" OR HILTI "HIT-HY 70" 3. ADHESIVE ANGHOR5 INSTALLED IN HOLLOW CONCRETE MASONRY $ UNREINFORGED CLAY BRIGK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AG58 OR AC60, RE5PEGTIVELY. PRE -APPROVED ADHESIVE ANGHOR5 INGLUDE: A) 51MP50N 5TRONG-TIE "SET" OR HILTI "HIT-HY 70" 4. THE APPROPRIATE SCREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANCHORS INSTALLED IN HOLLON GONGRETE MASONRY OR UNREINFORGED CLAY BRIGK MASONRY AS REQUIRED BY THE ADHESIVE MANUFAGTURER. 4. 6. MICRO -LAM LUMBER: 4. 6. I. MIGRO-LAM 5TRE55 GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 P51 Fb = 2,g50 P51 Ft = 1,850 PSI Fr_ = 500 PSI (PERPENDIGULAR) Fr_ = 2,700 (PARALLEL) 4.1. STEEL: Fv = 255 PSI 4. 7. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2• FABRIGATE AND EREGT ALL 5TRUGTURAL STEEL IN AGGORDANGE WITH A.I.S.G. "5PEGIFIGATION FOR THE DESIGN, FABRIGATION, AND EREGTION OF 5TRUGTURAL STEEL FOR BUILDINGS" 4. 7. 3. 5TRUGTURAL STEEL: A5TM A36/36M 085. 4.1. 4. STEEL TUBING: A5TM A500-10, GRADE B. 4. T 5. HELPED GONNEGTION5: E70XX ELECTRODES, MINIMUM 5IZE FILLET HELPS 3/16", AHS GERTIFIED HELDER5. GERTIFIGATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.1. 6. NHERE STEEL BEAMS ARE GONTINUOU5 OVER COLUMNS, PROVIDE NEB STIFFENER PLATES ON EAGH 51DE OF THE WEB, OF A THIGKNE55 EQUAL TO BEAM FLANGE THIGKNE55, LOCATED AT THE GENTER LINE OF THE TUBE COLUMN. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE GONTRAGTOR UNTIL REQUIRED GONNEGTION5 OR ELEMENTS ARE IN PLAGE. 4. 8. SOIL: 4. 8. I. THE FOOTING 15 DESIGNED BASE ON 2000 P5F 501L BEARING PRESSURE. GONTRAGTOR/OHNER SHALL VERIFY SOIL BEARING PRESSURE OF THE PROPOSED SITE, 4. 8. 2. ALL SOIL 15 TO BE GLEAN 8 POISONED FOR TERMITES PER FBG 6TH EDITION (2017) RESIDENTIAL 5EGTION5 R30.1, R50.2, R318.3, 6 R30.7 TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT • 501L GHEMIGAL BARRIER METHOD • OTHER TREATMENT - MUST 5PEGIFY PROPOSED METHOD AND SUBMIT DOGUMENTATION, HHIG SUBSTANTIATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTEGTION SYSTEM OR METHOD. -IF CHEM I GAL SOIL TERMITE TREATMENT 15 USED I. FBG 105.11- "A PERMANENT SIGN NHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPEGTION AND TREATMENT GONTRAGT RENEHAL SHALL BE PROVIDED. THE 51ON SHALL BE P05TED NEAR THE HATER HEATER OR ELEGTRIG PANEL" 2. GONDEN5ATE AND ROOF DOHN5POUT5 SHALL 015GHARSE AT LEAST 1'-0" AWAY FROM THE BUILDING 51DE HALLS. 3. IRRIGATION/5PRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE HALL. 4. FBG R318.7 - IN ORDER TO PROVIDE FOR INSPEGTION FOR TERMITE INFESTATION, GLEARANGE BETWEEN EXTERIOR WALL GOVERINNS AND FINAL EARTH ORAC7E ON THE EXTERIOR OF A BUILDING HALL NOT BE LE55 THAN 6 INGHES (152 MM) EXGEPTI ON5: I. PAINT OR DEGORATIVE GEMENTITIOU5 FIN15H LE55 THAN g INGH (17.1 MM) THICK ADHERED DIREGTLY TO THE MA50NRY H FOUNDATION 51DENALL. 2. AGGE55 OR VEHIGLE RAMPS WHIGH RISE TO THE INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF 5UGH RAMPS ONLY. 3. A 4-INGH (102 MM) INSPEGTION SPACE ABOVE PATIO AND GARAGE 5LA65 AND ENTRY AREAS. 4. IF THE PATIO HAS BEEN 501L TREATED FOR TERMITES, THE FINISH ELEVATION MAY MATGH THE BUILDING INTERIOR FINISH FLOOR ELEVATIONS ON MASONRY GONSTRUGTION ONLY. 5. MASONRY VENEERS GON5TRUGTED IN AGGORDANGE HITH SECTION R30.4. 5. R50.1.1 IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL GHEMIGAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BAGKFILLING, AND GOMPAGTION 15 COMPLETE. 6. R30.1.2 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 501L AREA DISTURBED AFTER INITIAL GHEMIGAL SOIL TREATMENT SHALL BE RETREATED HITH A GHEMIGAL SOIL TREATMENT INCLUDING SPAGE5 BOXED OR FORMED. T R30.1.3 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5PAGE IN GONGRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY U51NO PLASTIC, OR METAL PERMANENTLY PLAGED FORMS OF SUFFIGIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DI5TURBANGE AFTER INITIAL GHEMIGAL SOIL TREATMENT. 8. R315.1.4 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GHEMIGALLY TREATED SOIL SHALL BE PROTEGTED HITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTEGT AGAINST RAINFALL DILUTION. IF RAINFALL OGGURS BEFORE VAPOR RETARDER PLAGEMENT, RETREATMENT 15 REQUIRED. ANY HORK, INCLUDING PLAGEMENT OF REINFORGING STEEL, DONE AFTER GHEMIGAL TREATMENT UNTIL THE CONCRETE FLOOR 15 POURED, SHALL BE DONE IN SUGH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. q. R318.1.5 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, GONGRETE OVERPOUR OR MORTAR AGGUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR GHEMIGAL 501L TREATMENT, TO ENHANGE VERTICAL PENETRATION OF THE GHEMIGALS. 10. R30.1.6 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GHEMIGAL 501L TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR GONGRETE OF GRADE HITH I FOOT (505 MM) OF THE PRIMARY 5TRUGTURE 51DEHALLS. ALSO, A VERTICAL GHEMIGAL BARRIER SHALL BE APPLIED PROMPTLY AFTER GON5TRUGTION 15 COMPLETED, INGLUDING INITIAL LANDSGAPING AND IRRIGATION/5PRINKLER INSTALLATION. ANY 501L DISTURBED AFTER THE GHEMIGAL VERTICAL BARRIER 15 APPLIED SHALL BE PROMPTLY RETREATED. II. R318.17 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5EGTION 1`230 1.1, THROUGH 5EGTION R30.1.6 DO NOT APPLY; HOHEVER, A SIGNED GONTRAGT ASSURING THE INSTALLATION, MAINTENANGE AND MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS FROM THE I55UE OF THE GERTIFIGATE OF OGGUPANGY SHALL BE PROVIDED TO THE BUILDING OFFIGIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. IF THE BAITING SYSTEM DIREGTION5 FOR US REQUIRE A MONITORING PHASE PRIOR TO INSTALLATION OF THE PE5TIGIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE MONITORING PHASE GOMPONENT5 SHALL BE DEEMED TO CONSTITUTE INSTALLATION OF THE SYSTEM. 12. R315.1.5 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A HOOD TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SEGTION5 R30.1.1 THROUGH R318.1.6 DO NOT APPLY. APPLICATION OF THE HOOD TREATMENT TERMITIGIDE5 SHALL BE AS REQUIRED BY LABEL DIREGTIONS FOR USE, AND MUST BE GOMPLETED PRIOR TO FINAL BUILDING APPROVAL. 13. R315.1 TERMITE PROTEGTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITIGIDE5, INGLUDING SOIL APPLIED PE5TIGIDE5, BAITING SYSTEMS, AND PESTIGIDES APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTEGTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEN GON5TRUGTION. SEE SEGTION 202, REGISTERED TERMITIGIDE. UPON GOMPLETION OF THE APPLIGATION OF THE TERMITE PROTEGTIVE TREATMENT, A GERTIFIGATE OF GOMPLIANGE SHALL BE 155UED TO THE BUILDING DEPARTMENT BY THE LIGEN5ED PEST GONTROL GOMPANY THAT GONTAIN5 THE FOLLOWIN5 STATEMENT: "THE BUILDIN5 HAS REGEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE WITH RULES AND LAHS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRIGULTURE AND GON5UMER 5ERVIGE5." 14. R315.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E-GONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTEGTION, THE SLEEVE SHALL HAVE A MAXIMUM NALL THIGKNE55 OF 0.010 INGH (0.25 MM), AND BE SEALED HITHIN THE SLAB U51N6 A NON-GORROSIVE GLAMPIN6 DEVIGE TO ELIMINATE THE ANNULAR 51PAGE BETNEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 15. R50.3 GLEANING. GELL5 AND GAVITIE5 IN MASONRY UNITS AND AIR GAPS BETNEEN BRICK, STONE OR MASONRY VENEERS AND THE STRUGTURE SHALL BE GLEANED OF ALL NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE WOOD, OR OTHER GELLUL05E-GONTAININ6 MATERIAL PRIOR TO GONGRETE PLAGEMENT. EXCEPTION: INOR6ANIG MATERIAL MANUFAGTURER FOR GLO5ING GELL5 IN FOUNDATION GONGRETE MASONRY UNIT GON5TRUGTION OR GLEAN EARTH FILL PLAGED IN GONGI ETE MA50NRY UNIT VOIDS BELON SLAB LEVEL BEFORE TERMITE TREATMENT IS PERFORMED. 4. B .5. SOIL 15 TO BE GOMPAGTED TO q5% MODIFIED PROGTOR AS DEFINED BY ASTM D 1557-12el NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. OR SENTRIGON SYSTEM TO BE USED 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDIGTION "LIQUID BORATE OR BOR-A-GOR" PRODUGT OR 5ENTRIGON SYSTEM, METHODS MUST BE DETERMINED AT PERMIT STAGE . 2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF HOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT IN5EGT INFESTATION. REOU I RED SAFETY C LAZ I NG IN HAZARDOUS LOGAT IONS SAFETY GLAZING (RE: FRG R308.4) R305.4 HAZARDOUS LOGATION5. THE FOLLOWING SHALL BE GON5IDERED SPEGIFIG HAZARDOUS LOGATIONS FOR THE PURPOSES OF GLAZING: I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLP DOORS. EXGEPTI ONS: I. GLAZED OPENINGS OF A 5IZE THROUGH WHIGH A 3-INGH DIAMETER Orb mm) SPHERE 15 UNABLE TO PASS. 2. DEGORATIVE GLAZING. 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJAGENT TO A DOOR SHALL BE GON51DERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INGHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING GONDITI ON5: I. WHERE THE GLAZING IS WITHIN 24 INGHES ((910 MM) OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A GLOSED POSITION. 2. WHERE THE GLAZING 15 ON A HALL PERPENDIGULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND HITHIN 24 INGHES (6I0 MM) OF THE HINGE SIDE OF AN IN-51^1INSINS DOOR. EXGEPTI ON5: I. DEGORATIVE GLAZING. 2. HHERE THERE 15 AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETNEEN THE DOOR AND THE GLAZING. 3. HHERE AGGE55 THROUGH THE DOOR 15 TO A GLO5ET OR STORAGE AREA 3 FEET (c114 MM) OR LE55 IN DEPTH. GLAZING IN THIS APPLICATION SHALL GOMPLY HITH 5EGTION R308.4.3. 4. GLAZING THAT 15 ADJAGENT TO THE FIXED PANEL OF PATIO DOORS 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE WINDOH THAT MEETS ALL OF THE FOLLOWING CONDITIONS: I. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN q SQUARE FEET (0.536m2); AND 2. THE BOTTOM EDGE OF THE GLAZING IS LE55 THAN IS INGHES (457 mm) ABOVE THE FLOOR; AND 3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INGHES (q14 mm) ABOVE THE FLOOR; AND 4. ONE OR MORE HALKING 5URFAGE ARE HITHIN 36 INGHES (q14 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXGEPTI ONS: I. DEGORATIVE GLAZING. 2. WHEN A HORIZONTAL RAIL IS INSTALLED ON THE AGGESSIBLE SIDE(5) OF THE GLAZING 34 TO 3& INGHES (546 TO q65) ABOVE THE HALKING 5URFAGE. THE RAIL SHALL BE CAPABLE OF NITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/m) NITHOUT GONTAGTING THE GLASS AND BE A MINIMUM OF 1 1/2" INGHES (55 mm) IN GROSS 5EGTIONAL HEIGHT. 3. OUTBOARD PANES IN INSULATING OLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS WHEN THE BOTTOM EDGE OF THE 6LAS5 15 25 FEET (7620 mm) OR MORE ABOVE GRADE, A ROOF, HALKING 5URFAGE5 OR OTHER HORIZONTAL (HITHIN 45 DEGREES (O.q7 RAD) OR HORIZONTAL) SURFACE ADJAGENT TO THE OLA55 EXTERIOR. 4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A HALKING 5URFAGE. INGLUDED ARE 5TRUGTURAL BALUSTER PANELS AND NON5TRUGTURAL INFILL PANELS. 5. GLAZING IN HALLS, ENGLO5URE5 OR FENGE5 CONTAINING OR FAGING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTU55, 5HOHER5 AND INDOOR OR OUTDOOR SHIMMING POOLS HHERE THE BOTTOM EXP05ED EDGE OF THE GLAZING IS LE55 THAN 60 INGHES (1524 MM) MEASURED VERTICALLY ABOVE ANY STANDING OR HALKING 5URFAGE SHALL BE CONSIDERED TO BE A HAZARDOUS LOGATION. THIS SHALL APPLY TO SINGLE GLAZING AND EAGH PANE IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT IS MORE THAN 60 INGHES (1524 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE HATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A 5HOHER, SAUNA OR STEAM ROOM. (q. GLAZING WHERE THE BOTTOM EXP05ED EDGE OF THE GLAZING 15 LESS THAN 36 INGHES N14 MM) ABOVE THE PLANE OF THE ADJAGENT HALKING 5URFAGE OF 5TAIRHAY5, LANDINGS BETNEEN FLIGHTS OF 5TAIR5 AND RAMPS SHALL BE GON5IDERED TO BE A HAZARDOUS LOGATION. EXGEPTI ONS: I. HHERE A RAIL IS INSTALLED ON THE AGGESSIBLE 51DE(5) OF THE GLAZING 34 TO 3B INGHES (864 TO q65 MM) ABOVE THE WALKING 5URFAGE. THE RAIL SHALL BE GAPABLE OF HITH5TANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) HITHOUT GONTAGTIN5 THE GLA55 AND HAVE A GRO55-5ECTIONAL HEIGHT OF NOT LESS THAN 1 1/2 INGHES (38 MM). 2. GLAZING 36 INGHES NA MM) OR MORE MEASURED HORIZONTALLY FROM THE NALKINS SURFACE. 7. GLAZING ADJAGENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE SLAZIN6 IS LESS THAN 36 INGHES M14 MM) ABOVE THE LANDING AND HITHIN A 60-INGH (1524 MM) HORIZONTAL ARG LE55 THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTION: THE GLAZING IS PROTEGTED BY A GUARD COMPLYING HITH 5EGTION R512 AND THE PLANE OF THE GLA55 15 MORE THAN 0 INGHES (457 MM) FROM THE GUARD. NOTE: IT 15 THE GONTRAGTORS RESPONSIBILITY TO REVIEW ALL PRANIN65 BEFORE GON5TRUCTION BEGINS. DAN5GO ENGINEERING, LLC, 15 RESPONSIBLE FOR THE 5TRUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY D15GREPANGY BETWEEN FIELD GONDITION5, OTHER DE510N PROFE5510NAL5' SHOP DRAHIN65, GONTRAGTOR5' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, ING. PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION. ATTENTION: GHEMIGAL GHANGES IN PRESSURE TREATED WOODS AS OF DEGEMBER 315T, 2003, GHROMATED COPPER ARSENATE (GGA-G) HILL NO LONGER BE PRODUGED FOR RESIDENTIAL OR GENERAL CONSUMER USE SEVERAL NEW PRESSURE TREATED HOOD ALTERNATIVES HAVE BEEN GREATED TO REPLAGE GGA-G. MANY OF THE NEW PRESSURE TREATED WOODS USE GHEMIGALS THAT ARE GORRO51VE TO STEEL. IT 15 THE GONTRAGTOR'5 RESPONSIBILITY TO VERIFY THE TYPE OF HOOD TREATMENT AND TO 5ELEGT APPROPRIATE GONNEGTOR5 THAT RESIST GORROSION. FOR EXAMPLE, AGO-G, AGO-0, GBA-A, OR GA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. NORST GASE DES I ON PRESSURE TABLE BUILDING DATA WIND SPEED 140 MPH (Vasd 108 MPH) WIND EXPOSURE -- 'C' (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 0 END ZONE IS ONLY WITHIN 5'-O' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS (ASD PRESSURES) 140 MPH + 25b PSF / - 343 PSF (END) UNLESS NOTED ON FLOOR PLANS + 25.6 PSF / - 21.1 PSF ( INTERIOR) UNLESS NOTED ON FLOOR PLANS GARAGE DOORS (ASD PRESSURES) SINGLE 130 + 223 PSF / - 253 PSF DOUBLE 16x-I + 21.4 PSF / - 23.8 PSF ':: �'ziai:.r.F�.:s,:.�a^?ow.tiYS..,%• DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com CA 25948 O O N Z Lu O�^ O tD z CD p(AMN LL Q N J Ln W aLL^ z IQ-aar'� 00 00 Z �j3 Q W W� J O J%D d' U u4) Lu Lu Lu W � C/) O V) Q m V) W Q O °° co O w Z U F_ Z � O t) M U C V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©M19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER W1rHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERS19,�0 40. 1,.03 /.02 1,1.19 07 c� c� CL 0 rxLLJ O cc J z O �i Lu W } 3 CieQN 2N _3� W wM =10 �Do Lu �* }* W* Z Q LLI = LLI � LLI W ❑ Lam_ ❑ SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH SN i�-rli :u oT�Lllnic:-. APT S AN TA RAFTER P BLE M MBER 5IZEAND SPACING(` MAXIMUM LENGTH M M BERCONNECTIONS, 1 2 X 41 16 O.C. 7 - 51 (2) I6d TOENAILS 2' X 6' 6 16' O.G. 10'-8' (2) 16d TOENAILS 2' X 8' 6 16' O.C. 13'-9' (3) 16d TOENAILS 2' X 10' 6 16' O.C. 16'-5' (1) USP HTU)20 OR (3)16d TOENAILS 2' X 12' 6 IV O.C. 19'-3' (1) USP HTU120 OR (4)16d TOENAILS 2' X 4' Q 24' O.G. 6'-1' (2) 16d TOENAILS 2' X 6' @ 24' O.G. 8'-6' (2) 16d TOENAILS 2' X 8' 0 24' O.G. 111-0' (2) 16d TOENAILS 2' X 10' 6 24' O.C. 13'-0' (3) 16d TOENAILS 2' X 12' tv 24' O.C. 15'-4' 1 (1) USP HTU120 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). = SOUTHERN YELLOW PINE, 55 PSF LOADING rU2 x 4 MEMBER TO BE SYP"I NON -DENSE OR BETTER COMPONENT & CLADDING DESIGN PRESSURE (140mph (Vasd = 108mph), enclosed, 3 sec., gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = Up to 30 feet, Occupancy Cat. II) TRIBUTARY AREA (ft2) ROOF WALL ZONE1 ZONE2 ZONE3 ZONE4 ZONE5 10 17.1 -26.6 17.1 -46.2 17.1 -68.6 29.7 -30.8 29.7 -39.2 20 15.5 -25.2 15.5 -43.4 15.5 -64.4 28.3 -30.8 28.3 -36.4 50 14.0 -252 14.0 -37.8 14.0 -58.8 26.6 -28.0 26.6 -32.2 100 14.0 -23.8 14.0 -33.6 14.0 -54.6 25.2 -26.6 25.2 -30.8 125 14.0 -23.8 14.0 -33.6 14.0 -54.6 25.2 -26.6 25.2 -30.8 Notes: 1. For effective areas or w ind speeds between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2. Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table R301.2(3) of the 6th Edition (2017) FBC, Residential volume 3. Plus and minus signs signify pressures acting toward and away fromthe building surfaces. 4. Table values have been multiplied by 0.6 to convert component and cladding pressures to ASD. FILL CELL STD. 90' HOOK BOND BEAM 1 1 ROOF PIAPHRAOM NAILING SGHEDULE USP RIDGE LINE � MUGT15 TYP GRRDE W m + + + + + + + + + O + + + + + + + + + + + + + + t t + + + + + + + ... + + -' + + + + + + + + + + + + + + + + + + + + + + + + ° + + + + + + + + + + + + + + + + + + + + + + 6'-O" (TYP.) + + + + + + + + + + + ++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 131 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LU R TRUSS STD. 90o . CONT. #5 CONT. #5 � BAR HOOK BAR 2X TOP PLATE " #5 CONT. THRU BOLT FROM 15/52" GDX PLYV400D FOUNDATION OR 7/I6" osB (FOR TO HIGHEST SHINGLE) Iq/32" GDX PLYWOOD OR O5B BOND BEAM (FOR TILE) BOND BEAM STEP 2 X 6 (MIN) B.U.0 ID6E LINE -7 1 140 MPH 3 5EGOND GUST EA2051,111RE 'G' WIND ZONE 140 MPH 3 SECOND GUST EXP05 )RE 'G' WIND ZONE SCALE: N.T.S. USP (FOR SHINGLE) (FOR SHINGLE) MUGT15 TYP. R5R5-OI NAILS @ 6" O.G. 4 R5RS-OI NAILS @ 6" O.G. EDGES $ +++++ 4" O.G. @ GABLE END HALL OR GABLE TRUSS RSR5-01 NAILS @ 6" O.G. INTERMEDIATE 2nd FLOOR O 115 INGH NOMINAL SHANK DIAMETER O 113 INGH NOMINAL SHANK DIAMETER INTERIOR/EXT WALL SEE 2 515" INGH NAIL LENGTH 2 3/5" INGH NAIL LENGTH PLAN FOR MORE INFO (FOR TILE) (FOR TILE) CONT. BASE PLATE R5R5-OI NAILS @ 6" OG 8 4" OG @ GABLE END RSRS-DI NAILS @ 6" Or, EDGES ff BEARING COLUMN TYPICAL USP MUGT15 TO HTA 20-18 / HTA 20 HALL OR GABLE TRU55 R5R5-OI NAILS @ 6" OG INTERMEDIATE 0.120 INGH NOMINAL SHANK DIAMETER (MIN) 0.120 INGH NOMINAL SHANK DIAMETER (MIN) SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN BUILT-UP COLUMN DETAIL COLUMN AND INSTALLATION @ MID SPAN 3 INGH NAIL LENGTH 3 INGH NAIL LENGTH CONNECTION TJI TO BE CUT TO ALLOW NOTE` FOR BLOCKING/TJI 1) R5R5-01 15 A RING SHANK ROOF SHEATHING NAIL MEETING THE 5PEGIFIGATIONS IN ASTM F166-1 2) SEE 5TRUGTURAL NOTES FOR SHEATHING SPEGIFIGATION5 AND WIND SPEED. NOTE: 3) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER. MASONRY WALL OR .,, "' LOCATION OF UPLIFT VALUE 4 SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. � INTERIOR BRIG. WALL SECOND RT16A IS BASED ON IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, GONTRAGTOR MUST GONTAGT DANSGO ENGINEERING, TJI PER PLAN LLG FOR ALTERNATE FOR NAILING PATTERN. TOTHERWISESOLID S.P.F. BLOCKING TO MATCH �TJ # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. O USP RT16A USING SECTION @ INT. BRIG. WALL 17-8d x1 1/2" NAILS DOUBLE JOIST CONSTRUCTION ;,.. °® UPLIFT =1160# CONNECTION CROSS-REFERENCE USPSTRUCTURALCONNECTORS SIMPSON STRONG -TIE CONNECTOR GRAVITY(100%) UPLIFT(LBS) LATERAL, GRAVITY(100°i6) UPLIFT(LBS) LATERAL, F2(LBS) FASTENERS CONNECTOR F2(LBS) FASTENERS SYP SPF SYP SPF SYP SPF SYP I SPF MASONRY/CONCRETE APPLICATIONS MASONRY/CONCRETE APPLICATIONS HTA16 - - 1870 1608 710(611) 9-10d x 1 1/2" HHETAI6 1 2120 1 1781 1 770 1 10-10d x 11/2" HTA20 - - 1870 1608 710(611) 9-10d x 11/2" HHETA20 1 2120 1 1781 1 770 1 10-10d x 11/2" 9-10d x 11/2" & (4) 1/4" x 13IN' RT16M - 1395 1395 115 TAPCON NONE HTT16 - - 3610* 3105* - 18-10d & (1) 5/8" 0 A.B. W/ HTT4 - - 3610* 3105* - 18-10d x 11/2" & (1) 5/8" 0 A.B. 8" EMBED. W/ 8" EMBED. HTT45 - - 3812* 3625* - 18-10d & (1) 5/8-'0 A.B. W/ HTTS - - 3812* 3812* - 26-10d & (1) 5/8" 0 A.B. W/ 8" 8" EMBED. EMBED. 16-10d & (5) 1/4" x 3" DeWalt 16-16d SINKERS & (7) 1/4x 21/4" LUGT2 - - 1550 1550 475 (400) LGT2 - - 2030 1750 170 SCREW -BOLTS TITEN 2 (12) 1/4" x 21/2" WOOD SCREWS (12) SIDS 1/4" x 21/2" & (4) 3/8" x LUGT3 - - 3525 3240 - & (4) 3/8" x 5" DeWalt SCREW- LGT3-SD52.5 - - 3285 2365 385 BOLTS 5" TITEN HD 8-10d & (1) 3/4" 0 A.B. W/ 6" 8-10d x 11/2" & (1) 3/4" 0 A.B. W/ LTS19-TZ - - 1205* 1036* _ LTF19 - - 1310* 1125* _ EMBED. 6" EMBED. LTTI31 - - 2805* 2412* - 18-10d x 11/2" & (1) 5/8" 0 A.B. NONE W/ 6" EMBED. 22-10d & (1) 5/8" 0 A.B. W/ 12" 22-10d & (1) 5/8" 0 A.B. W/ 12" MUGT15 - - 2556** 2556** _ EMBED, MGT - - 2556** 2556** _ EMBED. (12) 1/4" x 3" WOOD SCREWS & (4) (18) SDS 1/4" x 3" & (2) 1/2" x 5" RFUS - - 7100 6106 _ (2) FGTR - - 8885 6395 - 3/4" x 6" DeWalt SCREW -BOLTS TITEN HD EA. FGTR FRAME APPLICATIONS FRAME APPLICATIONS RT7 - - 560 495 120 (120) 5-8d x 11/2" & 5-8d H2.5A - - 565 535 1 110 1 10-8d x 11/2" RT16A - 1020 895 490 (345) 9-10d x 11/2" & 8-10d H10A - - 1340 1 1015 1 285 1 18-10d x 11/2" RT16-2 - - 1060 935 410(330) 16-8d H10A-2 - 1 1080 1 930 1260(225) 18-10d x 11/2" SPT22 - - 735 632 275(236) 8-30d NONE SPT24 - - 1090 937 275(236) 12-10d SPT4 - - 875 753 - 6-10d x 11/2" SPTH4 - - 2195 1888 - 12-10d x 11/2" MUGT15+ 24-10d & (1) 5/8" 0 BOLT MGT+ 22-10d & (1) 5/8" 0 BOLT PHD4A _ 3852*** 3313*** - (8) 1/4" x 3" WOOD SCREWS HDU4-SD52.5 - - 3965*** 3285*** 525 (10) SDS 1/4" x 21/2" LUGT2 - - 2260 1900 505(425) 32-10d NONE HTW20 1530 1285 - 20-10d LSTA18 - - 1235 1110 - 14-10d LSTA18 - - 1235 1115 - 14-10d LSTA24 - - 1235 1235 - 16-10d LSTA24 - - 1235 1235 - 18-10d LSTA30 - - 1640 1640 - 22-10d LSTA30 - - 1640 1640 - 22-10d LSTA36 - - 1640 1640 - 22-10d LSTA36 - - 1640 1640 - 24-10d HUNG APPLICATIONS HUNG APPLICATIONS MSH29 2865 2200 715 570 - 10-10d & 4-10d NONE HUS26 2760 2430 2035 1630 - 20-16d THD26-2 2770 2382 2340 2012 - 18-16d & 12-10d THDH26-2 4375 3850 2865 2280 28-16d HD28 1230 1057 760 653 - 8-16d & 4-10d x 11/2'. HUS26 1 1562 1 1342 1 880 1 756 1 8-16d & 4-16d HUS28 4170 3670 2950 2380 - 30-16d NONE THD28-2 4310 1 3706 1 2595 2231 - 28-16d &16-10d HGUS29-2 1 4973 1 4276 1 2695 1 2316 1 24-16d & 10-16d HD210-2 2155 1895 1170 1030 - 14-16d&6-10d HU210-2 1 2382 1 2048 1 1516 1 1308 1 16-16d&8-10d THDH210-2 9020 7965 4445 3555 - 58-16d NONE KLEG3 (2) 3/4" 0 A307THRU BOLTS INTO (2) 3/4" 0 A307THRU BOLTS INTO LEG3 W/ TOP W/TOP 11980 - 3845 - - GIRDER & (4) 3/4" 0 A307THRU 13045 - 3845 - - GIRDER & (4) 3/4" 0 A307THRU FLANGE BOLTS INTO MASONRY FLANGE BOLTS INTO MASONRY 16-16d & (18) 3/16" x 13/4" THDH414 2520 - 1960 _ _ HU414 3813 - 2015 - - 12-10d & (24) 1/4" x 2 3/4" TITEN 2 POWERSTAPPER+ * CAPACITY FOR CONCRETE APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 8" EDGE DISTANCE ON CONCRETE & SET IN SIMPSON SET-XP EPDXY ** CAPACITY FOR MASONRY APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 23/4" EDGE AND 20" END DISTANCE INTO TOP OF FULLY GROUTED CMU WALL & SET IN SIMPSON SET-XP EPDXY *** CONNECTION MOUNTED VERTICALLY () INDICATES VALUES FOR SPRUCE PINE FIR(SPF) NOTE: DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber N.T.S. (Not required if both loaded equally from above) - Filler blocking ° 1/8" min. ) Small gap 2" min. 2" max11 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. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. A-- 2x • CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when possible Staner rows from o osite required when indicated or max. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate 8 BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11 -7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60su 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/81, 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d TYPICAL HUS INSTALLATION TYPICAL RT16A INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR c SIZE AND QUANTITY c c 6 OF FASTENERS 6 6 6 C 6 6�0 6 O 6 6 6 p 6 G 6 6 6 � 6 6 om 6000mAe 9 pp - Hangers with side nailing. 6 d 6 6 OF THE JOIST ASA REQUIRED LEAVING 8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER d 6 top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. a BLOCKING PANEL, INTERIOR TYPICAL HTA 20-18 / HTA 20 SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall INSTALLATION TYPICAL MTW INSTALLATION BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer ,- Plumbing Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or , TABLE 11905A.1 Load bearing wall must stack over squash=20 blocks and beam below Load bearing wall must stack over tIRDERt„A ' RT TABLE * Non -stacking walls wall bbel* blocking and wall or beam below.* require additional ' or ow. Joist Roof Slop4.12 and consideration. Check When joists meet over wall, provide Roof Co e7liaB Se tl Roof to 2`4 � e� a meat Greater Urdetteyfttt xtt local building code for appropriate I -Joist can be offset I 'Less `han4:t2 U dedaY t� Att l�a°r ene A ol'tmenr 1/16" 1 3/4" minimum bearing for each. itey 1 details in One 10d box up to 3" to avoid �"-._"-.••"•�'_...'•�� .,"•;'" ; "`•'-.`•' �-..-."�."�..'„-�`'•-.'•-."--`„'-. vertical plumbing ASTM D2:2-6 Type t ag li ; AS' M 022,16 Type Ill areas=20 of high or=20 sinker erg. „ r „ ; ,,.€ 4;3y I ; 1 lateral load. 3" max AST'N4 D- €p.r yip L III or IV 1 ASS fy4 �y� �. I nail each side t Asphalt shingles R906,2 AST M D,675 I ASTM Do7 57 € � at bearing. ; JOISTS OFFSET tl ,,,..., At;.'9 a a '19l8z z 13197u N.T.S. Provide adequate bearing Concrete and L try Tile See Section RW1 Use 10dxY nails at 6"o.c. for all joist r..... ",., . , > ., >..:M" .,, :. a»..�,,.»", �.0 .w..,-.� ,.M ., ., ..,„ for each lapped joist. € . ... .. ......:. ... i .���..,, ,..........,... blocking panel *Non -stacking walls AST al D2126 lyeI oz II i 10d nails require additional consideration. AS>M-1 D4869 T €a A Tt I F > 13 I! Squash block q Mkt ;rest shingles Type =''., Ill or IV � _ � q SECTION @ INT. BRIG. WALL 1 A 1 1 ,3� 7 1 AS,T�1I)A8 0 Ty1 : tL$ _ 2 (2x4 minimum) R9064 Bearing wall, Versa -Lam LVL or N.T.S. AT D 1970 3 AMSTM D1970 „ Glulam Beam"- ASTM D22' "Iypw 1 or I I ���_ �fi 1� 0 t � Ne tws ed roll 1T1 t0486 y,, •t, Ill or IV 1 2 � �y � �tl AS ' F � I ASTI l 04� ae A I NO HOLES (EXCEPT A T l D 75 t p MINIMUM SPACING = 2x GREATEST Backer block (12" wide min. x KNOCKOUTS) ALLOWED = R85- IN BEARING ZONES D DIMENSION OF LARGEST HOLE Nail with 10-10d nails. I AST N4 0197r1 l I ASTt I D11970 3 1 (KNOCKOUT EXEMPTS) Install tight to top flange. __,,.__..__ ,__„__...._„_.,.,, _.. ._.._� "_,_..,._..__ ..... _......... (see table bel..,,,._ _._.._.._._. OW) D ASTf1DZ26TypeIorIt �� (see table b l e below) l o w State and slate -type ASTM 1D 1 1 AS T N i D226 Type 1I � F. ) 4Lt6•.l `�l�e t,, (II o€' I�• j shingles { A_,Txtl 18% TypeIV DO NOT cut, notch Joist hanger ASTM E,16 57 I - or drill flanges j� R6 6 "-m-- ---"�-"-•�- � "---" _"- ASTM `1190 ASTM D1970 I Co co Weds to"tes " A f t D2 01 �tt I y ? II § 2> yPe 1. R 7 ASTh4 D4869 Type It M of 1 AS 104869 Type IV A 1 z" ROUND HOLE MAY DO NOT CUT HOLES i 11at1ed lot ot. 6 BE CUT ANYWHERE IN 6 6" ROUND IN 10-10d nails. Filler block.. I Wood shakes e ASTNI D2261 Type It 2 [ CANTILEVER LARGER THAN Nail with sta�pes4.'I`28o�t• THE WEB. PROVIDE AT R9tt8:. ( AST1h104r4 Type IV LEAST 3" OF CLEARANCE CANTILEVERS. B„". _, jea1 acker block required where top ,........ ",.,,., "".,,,,_................. FROM OTHER HOLES mount hanger load exceeds 250 lbs. AST} 1 D "Q 6 Tye ) or tl t t A I t 1 D226, Ty to tt MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1/" Install tight to to flange. ? AST t 04` 61, Ty9€. =I, Itl or I t 1 T t t D 9 Ty IV 1 a> ,:. 9 p 9 'tat Hof Pals � t� € 0 ' `: :R90; ill Da3 ? [ AS7 tY1=�Li757 A 6T 1 r .x a t .: ..... .., .: _..", Tlxt t 1ST* ? _. Ly1970 9 3 A 0 3 AST lz1 " � t'�F � 1 < ,1.W.2. 1 1,_31 1` 7_ '1` "t 1'° 2'-4'x ;2`-1 3-7 3-71 1/4"-2"gap € , { 32. AtTY 10 jD1s1 '12 T-9' 1- ° T 2. .I= 2x, 23' -9' 2' 4,a 2 1�1" .3° 7' 4'-� 4 9x -4'x A�T�1 t�2.� � 1yp � r I i AS $; D122-� Type 11 I _:: a 1' 1J` 1'_.1,x '1' 2 x t'- 'x V-7"x Z-6x S' Z' .3-10" 4` !'" `-7 4 7 �2 1 Photo otW,�e shin les ���..TNI L3 ,S. 9 ype IL Ill or IV 1 9 ASTtx104869 l ype IV 2 I �7 € 20 1',-L,x .1,_.1xx �"fix .1'-2,x 2��,x 3'�=x 4'-O'• 4'-10gx 6_11'x -11" 7"-11,. S',:1.,1'"x R:17 A�sal�lDf�7`57 1 I r�STt�1't.�t�a,.s ��qq �y �n }�g �, t �s g� p �+�t �+ Backer Block ;.,...,._...,,.,.....-g..,_,__ g��,..__.,.,,_...,,,,,,...�,,,",___...,...".............._.,,".. „ ,........,,.".._ y��g ... ^p'€'}.__-.-......"......." .2:4 +G 19' � � T' .&.s; Z' V-3" aryl p`,1sx -T-9 x 4'-+.t'" 6-1O:s1. f G ` 8 -41 9-�,3'x 10 f_ :r. " ! X°F��� [.l Y 7�a�` _ � ..,, ASTM 3'�'. -.,F a :t �3 f ii C i i .". € _ „Top Mount "Face Mount";-....",..".-..........................._.._,._.........._._.-...._.A",,,....,,.."..."."-.,.._....__._...,,..,.,.,,__"."�.._."..._„_..._,_......_....,,,.__._..,"�..,,..".,...,"."-.",__.,,._,._.._..__.__,.,,....,,..,.,.,.,.s........�.._.-._..,.,."_".,� NOTES: Backer block shall be tight Backer block shall be tight 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with t RoO v" "a *Wt m veft W€, 12 uv*� �,*ftmrft€ ,>,7..pemtm }, and f ,U �,� .a€ lW ,n ,., umft ,er1,. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top .483 mm_ ,,,I t of .- v*>:Mw "a„t. rw:€t,ng at € �mvim, ,h..,;*�_,.l�$ u3ttiiin"4?x, k, .m€_" r, ;,Wlpc... w4&:...g.... ,ne ea,,., 36. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. "2 r _4 € „ x f'Fi€S:z t Y - rl r,g srp tp .„ € i t pt hn C, €>M-st $,n� <s I t, gfte", t t nvv T n? rPeY r, �,": 3 zm to a mV.,, *e dt,ct: a? th u rh: €t € r des. '<� z M r: W �r �?s is It;,l , ."� w4 _fit 'g ,,*;t 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 7 �� , Web stiffeners are not required when o t ,.tt� t, ...1r . L.w , _. _H c€x t i tt :� a , rc t ; ate. ,. „s", o.v t W�ixYT31n i �hr1fDgat* V*t tatt� tote THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF q top required if hanger ���ih w�p rst1, � rlt �pH c1�nt.:c>,. �� t rv�>L � R, � Tr��, ����; � pl��y r � �idet,���,.,,r ra.t t��� ttttz•, .�.z ny . ;,,� „ a��t , I` -� �= a 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 rtl a„ 4 ,� ,., _ „� ,>€,=,,t ?, Y€t„ tlnr., _ ;€;, t • , _; 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height �v rW t,. s z,<Wr :> DM3 e� f.,fr rxg ::, w k imp €ate mW' t' im F, Pr Miwk =p raft. Cap nap s' *0 shM >Lmm � tengtt,, auffiLka x to n,N> elnvm MEMBER CONDITIONS. requirements lbmm=gt, Ine 1o€„ �ftu, Lb rt t €M r�r,tl r V, W, pile <re €ootr�eam, 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF 2. RO& 1=e .rt t r a try €te i> t t h,xrt-O€ W C53: rv�nt Mapea argmrar tt r Eiaa a=,t p ,i= rw s( , m! OamNq THE LARGEST HOLE. .6 X Joist t,Os " wnm „;..& pp"W 4 ,Ss; mmj, "', J mpg sh,,,.1 ba 6 €nr�h r:a ww xdr� :,fit 6 fi n,a. ; ,w, w-da=mone?t s,, E it aft„lmd to n r"M Mt c . 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. o depth .33--a.*wi zr6`m Vmar w aft0he,"' worq`. _m >_ w P". , tt 'a' R � Y£:€T'Y €t w, c'`• m "M„€ eT, v v„ 4)41� llnat3 1,- ix1,<k rahfti aaps: Ss14 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1tZ" KNOCKOUT HOLES TURNED WITHER 1:: UP OR DOWN. ax="€ t"v >? a .', 1- 0 H= a ,. ,\� n,. Tl"e Lip r50 P E 9 V40 be #,€ � ii S:1 ¢::. � � R`"t; t[ �ing k�nKt'. gmp "?€fit W� ia3:•init,t, 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS „ = €,f:', r p naft. oap s s,€ s iar"I %t gyp t e ve ,,tenqW rR„ien � P-;se rd€� ,: W, S� V. o Iep� than �4 gr it m,�kq PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE 1 R-*�f M „, m ,,,:T_tg €a, Inat hmizontmt17pp_m*" t,�Opt-i ar« vmwwr, T" w tnwe on.* s,m_w be to tft,d we w, % pa t sa-.,g POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. r pis _ . _ Lzttt� mn °r. €�� s _. �., , wt`� A � M Q u , fit . 0 x rr e� �,� n0h Me :;104" ml ct€�£Yae` w"l � MW -JOISTS BUCKETS w =tx, T�, . m,, � i kwngt mak-; O�, Lang r �Ww, F mmMWo t nft"w0m and,. ; t �,xpmv >wftr•1,k tc vannQ-w W,t,nS.a d HOLECUTTING CHART N.T.S. enapfi m A m1 m 4-W Oim� OW Mo 3041 0 "Ifa tenno iT.F i a bbwmfl, t enbmme Tr ��A ASPM 0194re WOMW tr, 4Mft an ° BRA tVi£i F Zt S ib' +-a i : atx"' Un alla ha e VW vacs 0 t mn � r', nw, `i3i3t * Wq An aMf xT • 3, 3 d% 3` eM :# N.T.S. a rwdame wxi, a a M > J_ > z =a"d ,,. ap .af maf _.>zz> inp 11"i V; Lis *, poet vv-w #w_- ea,3z 1 M0 vti k,aa 44,,r widt ::` M2 .mrq €.. a t fpa. i ' z=. ..k.. \,.>Z.:x i .. •S"ti. ;moo :y ♦, aa?kx DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com CA 25948 i o 0 N Z LLJ 0 F- = Zen 0 z0(n M2 ¢LUJV- a0 LLN z Qa CIO h W W� J O o d- U W LU ~ = W LU :2 V) O r= TV) v I J Q I m Q 0 am 0 U Z 0 C) � 11 V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. @2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSI:N c� C'aJ c=) O Ui m Z 0 .:.� LU = U WU U' Z h a LID N N DC04 = LU * _* �* W �LU Z Q '" Ld = Ld u.i <n Ti LU ❑ ❑ SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH SNI INSULATION REQUIREMENTS LOCATION R-VALUE / TYPE EXT CONG WALL R-4.1 HIGH PERM EXT PRAMS 2 x 4 R-11/R-13 KRAFT PAGED EXT PRAMS 2 x 6 R-113 KRAFT PAGED R-30 BLOWN- IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING CONDITIONED GEILING 5/8'OR 1/2' HIGH STRENGTH (UN.O.) W/ 2-16d TOE NAILS m EACH END (INSTALL BAFFELS AT EAVE) (OR %' GYP. TYPE 'X' ,s GARAGE W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT REFER t0 UNDERLAYMENT CABLE ON SHEET SNI GARAGE SEPARATION R-II/R-13 KRAFT PACED CONNECTIONS. PROVIDE (1) USP WTW20 WHEN FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: (GARAGE / LIVING) S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW OR 5/8' HIGH STRENGTH BOARD TRUSS BOTTOM CHORD OR 2x4 (2) LAYERS FOR 2:12 < SLOPE < 4:12 (UN.O.) (OR 5/8' GYP. TYPE 'X' � 8'x8'xl6' NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-16d TOE NAILS (1) LAYER FOR SLOPE >_ 4:12 3/8' MORTAR BETWEEN COURSES ABOVE) 9 EACH END USP SPt24 2'x S.P.F. TOR EQUAL) STUDS • 16' O.G. UN.O. 12 PRE ENGINEERED WOOD TRUSS 9 24' O.G. U.N.O. CONNECTOR S.PR DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT HURRICANE ANCHOR 9 EACH TRUSS II II II II (TYP) VARIES (SEE UPLIFT SCHED.) W/ METAL PL. -�i �� ° 11 1/2' CDX PLYWOOD OR 1/1V 0.S$. (1) ROW 2x BLOCKING 9 MID HGT. FOR WALL USP SPT24 CONNECTOR CONNECTIONS. PROVIDE (1) USP HTW20 WHEN UNDER EA. TRUSS---- _---J�---- _-- JL_________JL_______-- TRUSS ALIGNED WITH STUD BELOW --- ii ----- li ------ II------ii------ii --- SHEATHING REQ'D. FOR ALL HGT. <8'-6'. (2) ROWS 2x BLOCKING 6 3rd 1/2' GYP. W.B. MIN. g GARAGE SIDE n II II ii II EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT. > V-V. IF APPLICABLE , 015TURE BARRIER I n u n ii u 2 x S.PF, (OR EQUAL) STUDS B 16 O.C. UXO, INSULATI B I IL llu INDICATED ON THE PLAN. ATTACH SEE THIS SHT FOR INSULATION CHART (1) ROW 2x BLOCKING 0 MID HGT. FOR ROOF COVERING L_____]IL______ _________JL______-_-_]IL_________JL____ SHEATHING W/ Sd COMMON NAILS '� 1 1 1/16' 0.rv-.5. MIN. (FOR SHINGLE) OR 19/32' 055 r---------ter—----�r----------,r---------71r--------- i ii ii WALL HGT. < 8 -6 . (2) ROWS 2x BLOCKING SEE THIS BHT FOR INSULATION CHART (FOR TILE) SEE ROOF NAILING SCHEDULE ON � it ii ii 3/8' MORTAR BETWEEN 4' O.G. 6 BOUNDARIES, V O.C. s 3rd PTS FOR WALL HGT. > 8'-V. SHT SNI 8 x4 x16 NOMINAL ii ii ii ii EDGES, AND 9 12' O.C. • FIELD USP SPT22 CONNECTOR 1 1 1 1 1 BLOCK WITH 3/8' I� ii ii ii SLAB 4 BLOCK 5/8 x 10 J BOLT 24 O.G. W/ ELEV. VARIES L ___ ____JL_________JL_________J __ ______ MORTAR BETWEEN II ii li = i1 USP SPT22 CONNECTOR 2'� x 3/16' PLATE WASHER (TYP.) COURSES cut to _ 5/8'm x 10' 'J' BOLT � I u n ii n it 2x P.T.BOTTOM PLATE 5/8 OR 1/2 HIGH i u u ii II a 24 O.C. W/ 2 0116 2x P.T. BOTTOM PLATE 2 6 x 6 WIA x WIA WWF OR F15EWESH STRENGTH CEILING ALUMINUM SLOPE. I iI n ii m II ELEV. 0'-0' PLATE WASHER (TYP. C3 1/2' MIN. DRIP EDGE LL______ L_________JL______ __JL____ ___JL—_—_ 6 X 6 W1.4 X W1.4 BOARD PER CODE (OR I u u n A.F.F. WWF OR FIBERMESH ' 5/8' GYP. TYPE 'X' g ALUMINUM FASCIA ELEV. -0 -4 1/2 L________—JL_ __ — z 3 I/2 MIN. D ° ' —_JL----- _JL__ t 1 GARAGE WIA HABITABLE 2x SUB FASCIA AFF. ° 4 ° — — — — — — — — — — ROOM ABOVE) 12 O , ° d ° 4 ° d ° ° 4 .. Q 0 D— _ — —D_4 Z D \/ ° ° ° ° ° ELEV. -0'-3 1/2C' — z< D— — D ° �\ / 3 1/2°(min-) TO 2 VENTILATED 4. -d . A.FF. O p. , �� / ( /S \ P • W/DRYWALL SCREWS • 1 SOFFIT ° ° ' . . ° ° d " d a 2X4 CONt. ° ,� _ — - — — - — D °D. ° T�� 3 I/2"lmin.)- 4' 3 1/2" mi . O.G. CEILING 4 8' O.G. ° ° d.- ° - co P • \ \ 6 MIL VAPOR 8'x8'X16' KNOCK -OUT I . I ° .. g. BARRIER WALLS BLOCK W/ 145 CONT. ° d °/� \ SEE THIS SHT FO GARAGE DEPTH VARIES ° \ // \ \ \ \� \ 6 MIL VAPOR (2) 05 CONT. 4" \ 1 -4° 8" FILLED SOLID ° ° d. d / /\/\ BARRIER INSULATION CHART W/GROUT a ° �. ' (2) S CONT. \ U.N.O. MIN, Ix2 P.T. HORIzONTA S" C.M.U. TYPICAL NAILER TYPE "S" MORTAR U.N.O_ MIN. ,4LTRN,4T T,I'PIG,4L_3,4RINC STD. 90°HOOK (SEE DETAIL) ARCHITECTURAL �,41R,4�E 5L,45 ,4T 5TEP T*I'PIC,4L 5E,4RINC-3 UJ,4LL e STEPrc; WALL e 5TEf= UJ/O 5HE,4R WALL CC SEE THIS BHT FORFINISH SCALE: 3/4'=1'-O' SCALE: 3/4"=1'-0' S3 SCALE: 3/4'=l'-0' S3 INSULATION CHART 53 Ix2 PT WD FURRING 9 24' O.C. 1/2' GYPSUM WALLBOARD UN.O. �?J (1) 05 VERT. IN FILL 2x S.PR STUDS 16 O.G. , CELLS (SEE 2x STUD 1/2' OR 1/1V 055 MIN, PLYWOOD SHEATHING LOAD BEARING O lx4 P.T. BASE NAILER FOUNDATION PLAN I I 8, C.M.U.NAILED W/ Sd COMMON NAILS 9 4' O/C FOR LOCATIONS) EXTERIOR WALLBOUNDARIES, V O/C EDGES, AND 12' O/C FIELD. 3 1/4' BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING w SEAMS. (1) ROW 2x BLOCKING • MID 4'x4' INSPECTION I I 1'x P.T.STUD � MIN. 2500 PSI CONG. SLAB m - (2) ROWS OF 2x BLOCKING • 1 PORT AT EACH v 2x STUDS 9 16 O/C 1 MIN PSI MAY VARY PER / HGt. FOR WALL HGT. < 8 -6 . FILLED CELL SEE CC/33 OR "5 VERt. IN FILLED CELL THIRD POINTS �s NOTE: MUNICIPALITY, TYPICAL G/S3 FOR ANCHOR 1 1 1 1 E THIS SHT FOR INSULATION CHART ��J SEE SECTION C/S3 FOR (2) ROWS 2x BLOCKING '9 3rd 5/8 x6 J BOLTS PTS FOR WALL HGT. > 8'-6'. CONCRETE SLAB W/ 6X6 NOTE:EXtEND BOLT INFO. BOLT 24' O.G. VERT. SEE THIS SHT FOR INSULATION CHART 1/8' STUCCO FINISH PER ASTM C. 926 APPLY ADDITIONAL INFORMATION WL4XWL4 WWF OR 'FIBERMESH' - 1 OR 5/8' x 6' EPDXY 3 LAYERS W/ TOTAL THICKNESS 1/5' OVER 1/2' GYP. WB (MIN-) ® GARAGE DECO FINISH 4 to 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 BOLT 5/8'� x 10' V BOLT m 24' O/C W/ 2'OX EACH. 3RD LAYER 1/5' THICK (SEE NOTES IN .� USP SPT22 CONNECTOR _ K.O. SLOGK .' — z 2x P.T. PLACE 3/16' PLATE WASHER TYPICAL SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.) 2x P.T. PLATE W/81 EMBEDMENTEXPANSION (MIN. BOLHS 24 'O.C. ASSUMED FINISHED MIN. 2500 PSI CONCRETE -USP 5PT22 EA. STUD 20" MIN. LAP a SPACE ANCHOR BOLTS 3500" MIN. TENSION 26000) csJ i i 2X P.T. PLATE 15 REINFORCING GRADE SLAB W/ 6 x 6 + V MAX FROM END OF 6 x 6 W1.4 x WIA 6 MIL VAPOR // �/' z WIA x WIA WEEP SCREED INSTALLED PER �, BAR '� BARRIER ; .D F 4 ��\ MONO OR STEMWALL — — — — — — — — WWF OR IBERMESH MANUF. 4 FRG SECTION R103.12.1 "3 OR 4 REINFORCING BAR 2 x PLATE WWF OR FIBERMESH M FOOTING MONO SHOWN D D ° \ 1 #3 #4 LAP SPL ICE u _ _ ' — — — — .— — — _ o — — TO 95 MODIFIED COMP. SOIL. PACTED /� FOR CLARITY `p _ d• ° .. °. �... D ° Z Fy= 40ks1 -1 ° D / /\/ \ D p" D °D \ \ \ \ ° D FINISH GRADECO T 25' MIN. LAP PROCTOR ASTM D1551) \ ,\ ,\\ ,\\ \ D. p ° ° �j �j �j \ m / D D _ ���� ; • •/�� NOTE: ° D - \ Co 3' MIN. CLR STD. 90°HOOK *FOR BEARING WALL g \�j\�j\�j�� 6 MIL VAPOR BARRIER / D e. ° \� \�� - NS REINFORCING BAR R 1 1/8, (2) 05 REBAR CONT. ON (SEE DETAIL) \�\/ z #5 LAP SPL ICE //�/�/ /� 6 MIL VAPOR 3' CHAIRS TYP. UN.O. 4° 1'-4' W/ UPLIFT ONLY / \ \ \ \ \ \ \ \ \ \\ D ' // //\\" (2) 05 CONT. \ \ \ // \ / COMP. SOIL. (COMPACTED t \ ° \\ \ 36" MIN. LAP ON 3 CHAIRS A ° BARRIER TYPICAL uJ,4LL SECTION A `��\ /\ /\ 95% MODIFIED PROCTOR ASTM \ / / //` 101,(TYP.) al 1-4 8 SCALE: 3/4' = 1'-0" 53R,41„IE 1.U,4LL TO C.1„I.U. UJ,4LL CONNECT ION D1551) ��� •�� 411 lI_ {1 +'6 REINFORCING BAR S 8TD, 90°1-IOOK SEE TYP. WALL SECTION FOR SCALE: 3/41=1'-0' S3 #6 LAP SPLICE T''PICAL INTERIOR ADDITIONAL SLAB INFORMATION. T"I'PIG,4L EXTiERIOi, FR,4ME UJ,4LL FOOTING E RE5,4R DET,4IL5 rr- BEARING WALL UJ/ UPLIFT NOTE: EPDXY t0 BE SIMPSON SET-XP OR EQUIVALENT 13" BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE: 3/4'=1'-O' S3 SCALE: N.T.S. 53 SCALE: 3/4'=l'-0' ADDITIONAL SLAB INFORMATION. 53 PAVERS O.H.D. RECESS z —IN m &x&WIA xWIA 3 1/2 "(min.)- 411 WWF OR FIBERMESH - �- \ �t GRADE 6 MIL VAPOR —III I BARRIER � I I —III 6 MIL VAPOR SEE A/53 OR J/S6 - I I I l I Ill I I 1 11 1 I 11= 4' g FOR RE . INFO. 3' MIN. CLEARANCE MIN. 1/2' GYP. BD. 1'-4' N STY) T1'P I C,4L THICKENED SL.,45 EDGEK7NN 1' S' (2 STY) (1) ROW 2x BLOCKING 9 MID HGT. HOLD GYP. BD. FOR WALL HGT._ 8'-6', (2) ROWS P.T. 2x 2 1/2' FROM SLAB SCALE: 3/4'=1'-0' S3 G,4R,4GE DOOR SL,48 RECESS J.j 2x BLOCKING -1 3rd PTS FOR 1 6 CONT. BEAD SEALANT SEE TYP. WALL SECTION FOR SCALE: N.T.S. CJ3 WALL HGT. > 8'-6'00 2X SCUDS • 24' O.C. LINO. ADDITIONAL INFORMATION. BLOCK WALL BEYOND INTERIOR Cx,4R,4CxE 1/2' GYP. WB (MIN.) 9 GARAGE SIDE 3 1/2' JARE IF APPLICABLE. 13 MASONRY WALL AND PAD0IOOTI1 NRY L AND 1/2' GYPSUM WALLBOARD UND. PAD FOOTING RECESS FOR S�G.D 6 x 6 WIA x WIA � 2x P.T. PLATE 1/4' DIA. X�3 1/4' TAPCONS 9 24' 1 EXPANSION JOINT O.HD. RECESS N 1 u W/ DRYWALL SCREWS • 8'O.C. EXTEND FILL CELLS SEE PLAN WWF OR FIBERMESH O/C 4 6 MAX FROM END OF 2 x — CONCRETE NAILS W/ 1 1/4 8 MASONRY WALL TO FOUNDATION PAD (2) "5 CONT, ON 3' PLATE _ EMBEDMENT 12' O.G. STAGGERED, SEE THIS SHEET FOR INSULATION CHART MAT REINFORCING. m CHAIRS ItYP.) a—......< ° . FROM BOTTOM PLACE TO CONCRETE (MIN. - 6 MIL VAPOR m j = - ��- 6 x 6 WIA x W1.4 m `�,':'; SHEAR 1800 MIN. TENSION 1200) 2' CONt. BEAD SEALANT CONT. FOOTING STEEL ° WWF OR F15ERMESH °� < Z. BARRIER —_°------\/��\j 4"\ co CONCRETE SLAB 6x6W1.4xW1.4 d `°� Cx 6 MIL VAPOR m o /�/ - _ m WWF OR FIBERMESH N LL 6 MIL VAPOR 1 _ =�- — — — = cil �� ��� _ • ��� ��� ��� BARRIER . a D BARRIER r 4—--�--- O�u�n� N — n z r • • • • \� 6 MIL VAPOR ° \' \ \ JL U / — SEE A/S3 OR \ �/ \ ch 6 MIL VAPOR �` \\ \�r r\�\��` r r\� r\ i //\ \ \ i BARRIER J/36 FOR REINF. 3 MIN. CLEARANCE BARRIER \ v SEE A/S3 FOR 4° \ 1'-4° 8° \//\/�/ /TING REINF. INFO. 8' 1'-4° 8° INFO. //��/� BEYOND PAD REINFORCEMENT OPTION #I 1'-0' (2 STY) 1 1 (SEE SCHEDULE) FOOTING WIDTH 3 MIN. ADDITIONAL SLAB INFORMATION. T�SEE TYP. WALL SECTION FOR'PICAL INTERIOR 5EARINC 4 4 CLEARANCE C,4R,4C�E DOOR SL,45 RECESS J INTERIOR WALL 5L,45 5TEP NON-5RG. K SEE SCHEDULE 5L,45 5TEP $ RECE55 e 5.C�.D. M uJ,4LL �J/OUT UPLIFT P,4TI0 COLUMN FTC _ DET,4IL rN SCALE: 3/4'=1'-O' 5EE TYP. WALL 5EGTION FOR SCALE: 3/4"=1'-O' SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4'=1'-0' S3 53 53 ADDITIONAL INFORMATION. SLAB INFORMATION. SEE TYP. WALL SECTION FOR SCALE: NtS. CJ3 ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenginee6ng.com CA 25948 o 0 cV z� oN^ 00 ZtD O�MO FZZ aWILL V. zla--°'ach ���00 ztnF W zuj w 0 CD J U L w W Lu = LU °- V) C) = V) J Q L m UJI Q O m Im U 0 z Lu F- Z O (y) V) V TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, E(POSURE"C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AF1'ER THE DATE IT LS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019 -THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS REFERENCE TABLE VERSION—NO. 4 5 Ls r , Y � cm ()- L O w � m __j w O -.i W U' >_44 N 3 p� QN =� �—'i,� Lu Lu }� Lu LLu * Z Q LLi = LLi LLi IS— W ❑ ❑ SHEET TITLE: SECTIONS, DETAILS, & NOTES (MONO) SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S3 REFER TO UNDERLAYMENT TABLE ON SHEET SNl FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: -- — --A ❑ — — ------ — — 12 (2) LAYERS FOR 2:12 <SLOPE <4:12 — — — ❑ ❑ lU LAYER FOR SLOPE >_ 4:12 VENT OR NDFLOOR ❑ SOLID AREAS ARE u SOLID AREAS ARE SEE ELEV. ITYP.) PRE-ENGINEERED WOOD VERTICAL JAM � TRUSSES 9 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',11, AND 96-3/8' 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 CUT TO 10 1/2' SAW CUT TO 10 1/2' FULL Sx8xl6 BLOCK -i/8' STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS THREADED 3' DIA. EXTENSION 3/4 WALL FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. ❑ ❑ ❑ W/ TOTAL THICKNESS 7/8' OVER METAL LATH. FIRST 2 la' GYPSUM BOARD HORIZONTAL JAMBS DO NOT TRANSFER LOAD. C, DOOR OPENING DOOR OPENING DOOR OPENING—CL LAYERS 3/5' THICK EACH. 31RD LAYER 1/8' THICK (SEE NOTES IN SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.) SCREW OFF CAP (3' DIA.) W/ DRYWALL WALL FOR CLEAN -OUT SCREWS 10 8' O.C. OR a ❑ ❑ CRICKET AS 4d DRYWALL NAILS a EXTERIOR1 U REQUIRED a . _—DOORSTOP WALL Q a MOLDING ❑ ❑ ❑ USP 5PT24 m EA. STUD 4 GARAGE -- ❑--------MEI ❑ --_ 1/2' EXTERIOR GRADE MIN. EXTENSION FROM EXTERIOR DOOR — — — �� — — — SHEATHING FASTENED TO FACE OF BLOCK WALL IS 1 1/2' MAXIMUM EXTENSION FROM IST COARSE 2ND COARSE 3RD COARSE TRUSSES WITH Sd COMMON WIRE EXTERIOR FACE OF BLOCK WALL TO DRAIN 2x6 P.T. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS O 4' O.C. BOUNDARIES, VBLOCKING (TYP-) 15 2 1/4' O.G. EDGES 4 8' O.G. FIELD COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE , WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.2x4 PT STUDS a 16' O.G. WALL CLEAN -OUT (2) 2x4 PT STUDS UNDER HIP SCALE: N.T.S. MASON RBI' L ,4 "T' Old T D CARRIER/GIRDER TRUSS S 4 DOOR TRACK SCALE: N.T.S. Cj W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP HTA20 tv EA. STUD MAIN SPAN REFER TO WINDOW 1=1RODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER ROOF TRUSS SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER CONT. AND FILLED W/ GROUT UPLIFT CONNECTOR T�'PICAL GARAGE DOOR BUCK(*"K� 8'x8'x16' K.O. BLOCK W/ (1) *5 (SEE SCHEDULE) 'I'PICAL SECTION Tl�iRl� WINDOW� SCALE: N.T.S. 5� cJ� (1) 05 VERT. IN GONG. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK REFER TO UNDERLAYMENT TABLE ON SHEET SNl ALT. KNEEWALL ABOVE MASONRI' WALL DETAIL E FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: SCALE: N.T.S. 12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 TRUSS BOTTOM CHORD OR S� (U LAYER FOR SLOPE >_ 4:12 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ (2) Ibd TOE (TYP) SEE ELEV. FIRE -ENGINEERED WOOD TRUSSES B 24' O.C. BLOCK W/ (U � FOR CONCRETE PLACEMENT NAILS g EACH END UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. *2 TOP PLATE 2x S.P.F. STUDS O 16' O.C. CRICKET AS REQUIRED USP SPT24 9 EA. STUD 1/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d. COMMON BLOCKING (TYP.) WIRE NAILS s 4' O.G. BOUNDARIES, 6' O.G. EDGES 4 8' O.C. FIELD ■■__II . se woor, cCONT.OPENINGSGREATER THAN (W-0' WIDE (U.N.O. ON PLAN) : - . .- LOCATION 1�_■■ �19jI1 III�I� ■■�!ILINTEL I�C■■ �IIIIOPENINGIIII� ■■III III■■ Ill �IIII IIII� 2 x BUILT-UP COLUMN DOUBLE 2x TOP TOP SPLICE � PLATE 18-10d NAILS F 2 ROWS 10d 3' O.G. (14 NAILS TOTAL) ° o 0 2x TOP PLATE 2-16d NAILS O 24' O.G. OR",y 2 ° ° ° ° ° ° EQUAL TO TRUSS BOTTOM 2x CRIPPLES t+ 16' O.G. / 5/8'DIA. X 12' EPDXIED ATR CHORD OR BLOCKING ��jjN _ W/ MIN. 8' EMBEDMENT 2x STUD s 24' ac • . ' . 10d 8' O.G. /ST O.C. MAX, 2x BLOCKING a EACH END W/ 10d �NCF PROVIDE PAR NAILS OR m 4' O.C. FROM EACH HEADER 2x P.T. PLATE EQUAL O 12' O.G. FACE TO BLOCKING Yo SEE A/53 FOR STAGGERED FROM BOt. PLATE TO CONCRETE (2) 2x HEADER PER PLAN NOTE: o UPLIFT= 31810 (SYP 02) 31050 (SPF) REINF. INFO.A 1 2x BOTTOM PLATE W/ (U 10d 8' PLATE LENGTHS MUST BE _ a 8 . �. VARIES O.G. TO EACH HEADER FACE AT LEAST 6-0' LONG. (TYP.) BOTTOM SPLICE 11 j gin:: $ •, = NOTES: TYPICAL INTERIOR NON- OVER STUD --- 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. SEARING WOOD FRAME WALL 2 x ,io (MIN.) �fi�,4M� USP WTI& 1�( USP SPT22 m EA. STUD NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION J WALL HEAIDER DETAIL 1 TOP PLATE SPL ICE DETAIL M SCALE: NTS PORT O EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. SCALE: N.T.S. 54 2x P.T. PLATE I� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED S� SCALE: N.T.S. S F= 2240 LBS ��4� NOTE: EPDXY TO BE SIMPSON 5/8' x 10' 'J' BOLT m 24' O.G. MAX ROOF TRUSS PROPERLY. SET-XP OR EQUIVALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. USP USP C 8'XS'XI6' K.O. BLOCK W/ (1) *5 MOISTURE BARRIER ® OPENINGS LESS THAN OR EQUAL TO 61-0' IN WIDTH DO NOT CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. (1) 05 VERT. IN CONC. FILLED CELL T1 FICAL FILLED LINTEL ASSEMBL�I' C W/ STD. 90• HOOK IN KO, BLOCK KNEE WALL ABOVE 1 IASONRY WALL DETAIL f SCALE: N.T.S. S� SCALE: N.T.S. �J- HEADER SUPPORT NO, OF JACKS 4 STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 WALL STRAPS JACKS STUDS JACKS STUDS SIZE (UN.O.ON PLAN) EA END EA END EA END EA END 1' - 4' (1) (2) (1) (2) 11) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 V -16' (3) (3) (2) (3) (2) USP LSTA30 USP SPT4 SPT24 USP SPT4 SPT24 USP SPT4 ROOF TRUSS ABOVE 2x TOP PLATE 2x BLOCKING 2x STUDS m 24' O.G. �Z\ \ \ OVERLAPPING -0' If \ NAILED 5/8'x10' 'J' BOLT \ \ 024' O.G. MAX. \ \ (2) ibd TOE NAILS 10d NAILS a 6 O.C. EA BLOCKING \\ TRANSOM MIN. (2) PER \ BOTTOM PLATE 2x P.T. TRANSOM FRAMING \ FRAMING STAGGERED WIDTH OF OPENING VARIES FORM CONCRETE INSET TO SECTION PLATE SEE SECTION AA/Sl \ 2x8 WALL ABOVE CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) AND BB/Sl FOR 1/2'X9 1/2' PLYWOOD WALL ABOVE. ADDITIONAL DETAILS \; ENTRY SCRAP MATERIAL � SEE FLOOR PLAN NOTES USP 5PT22 K.O. BLOCK W/ FOR REQUIRED USP SPT4 J-BOLTS a 24' O.C. (1) 5 CONT. 4 FILLED CONNECTION USP 5PT4 USP SPT4 MAX r�Uj (2) ROWS 12d NAILS STAGGERED RECESS 'o s��` N�Oy/j Q 12' O.C. EACH FACE OR LINTEL 5/8'XI0' J-BOLTS A qN (3) ROWS 12d NAILS STAGGERED 2x P.T. PLATE O 2'-0' O.G. •• ° • . MOUNTING BASE NOT FORM CREATES CONCRETE RECESS t0 O 12' O.C. FOR 2x10 OR GREATER . ° 4 ° . MASONRY WALL MOUNTING BASE SHOWN IN HEADER � 2X8 P.T. BOTTOM PLATE SHOWN FOR CLARITY POSITION 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW C SEE DETAIL BELOW FOR WATER SHED. 2x CRIPPLES � AT FOR BLOCK IS POURED 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH 16' O.C. W/ (2) 12d IN PLACE CONCRETE TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 50AO' 'J' BOLT s 24' O.C. MAX. USP C (MIN. (2) PER BOTTOM PLATE) G GARAGE FLOOR SLAB �sxsxl6 C.M.U. (2) 2x HEADER (SEE PLAN) TROWEL FINISH SEE GENERAL NOTES (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1U INTERIOR HEADER MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END SLOPE FORWARD PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 (1) 2x SILL PLATE W/ FOR DRAINAGE 10d NAILS O (2)12d TOENAILS. ._, GARAGE FLOOR GARAGE ENTRY FORM DETAIL 8' O.C. TYP. BOX EXTERIOR HEADERS HEADER (1) 2x SILL PLATE W/ SCALE: N.T.S. 2x JACKS (SEE ONLY (2)12d TOENAILS. OPENING TABLE ABOVE) LARGER THAN 4 FT. (2) 2x MOUNTING BASE DETAIL GARAGE DOOR TRACK MOUNTING BRACKET SILL PLATE W/ MP3 CLIPS ° EA. SIDE a .. SCALE: N.T.S. GARAGE DOOR ROLLER GARAGE DOOR TRACK SEE PLAN FOR FOOTING CONNECTION ASSEMBLY 2x STUDS (SEE TABLE DIMENSIONS DIRECTION OF GARAGE ABOVE) DOOR TRAVEL USP HTT16 TYP. U.N.O. CxAR,4Gr= ENTR'T FINI5Hr=D MA50NRY DETAIL }� Qo # SEE N/54 o p�N/ SCALE: N.T.S. S,¢ P.T. BOT. PLATE - I `�' • HOLD DOWN CONNECTIONS g .. NOT REQUIRED a BEARING WALLS WITHOUT UPLIFT POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E TO BE 2' ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR GARAGE FLOOR WALL HEADER DETAIL Q AND WATER SHED FORWARD S A NTS PT4 106 NAILS a 4' O.C. 10d NAILS a 6' O.C. STAGGERED A STAGGERED TRANSOM FRAMING O o BEYOND. PLYWOOD PLYWOOD FASTENED TO TRUSSES O SHEATHING W/ Sd COMMON WISE NAILS 0 4' O.C. $� BOUNDARIES, 6' O.C. EDGES AND Ae 8' O.C. FIELD o PLYWOOD o SHEATHING MASONRY 5/8'X10' J-BOLTS a 24' O.C. USP WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) PT4 ALTERNATE: 5/8' DIA. ATR EPDXIED MIN. W INTO BOND BEAM a 24' O.C. THIS DRAWING. C LE: S4 1=RAMINC� DETJ4ILS ,4BOVE ENTRI' R PARTIAL INTERIOR ELEVATION 5/8'x10' 'J' BOLTS a 24' O.C. MAX. SCALE: N.T.S. cJ4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) USP SPT4 5PT24 USP S S \\ \ \ TRANSOM FRAMING SEE SECTION AA/Sl AND �\ \ BB/51 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT22 P SPT4 .. ° 4. •a dqr 2X8 P.T. BOTTOM PLATE D X. d . DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 o 0 N z z0(nM� 53 a(� J� �ww� z Fa-aann < t— t-- t; W w� J 0 J U Lu W Lij W V)) _ TV) 0 � m V) Lu Q O co Q F— m u Z w Z O � U rL V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 1-0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©M19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRBTEN CONSENT FROM LENNAR CORPORATION. ©2019 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION, 6L"T 03./02.11.19 a� t , r C= 171-1 r� ce O w se m z O �i w L = U W U}zN 3 Q1 N N a 2�� Lu Lu �ui * _4 �* Z Qui =u.i ui O Lu ❑ .EJ SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S4 O 0-. O 00 LO r— Ilu,ulll LA,, �. I.. -,.d 1, .. -1d 1 SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTE 5 5ACKNAIL W/ (2)16d NAILS AND NAILING SCHEDULE FOR USP RT16A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER s1 24' SHEATHING DETAIL 1v EA, OUTLOOKER 2x4 FOR SHEATHING DETAIL O.C. (OPTIONAL - SEE BACKNAIL W/ F2x4 OUTLOOKER REFER TO SECTION J ON OUTLOOKER ELEVATIONS) SEE STRUCTURAL L(2) 16d NAILS 9 24' O.C. SHEET 55 FOR X-BRACING 6 24' O.C. je,NOTES AND NAILING TOP CORD INFORMATION 45 �'� 2X4 CONT'L' BRACE USP RTI&A OR EQUAL SCHEDULE BLOCKING FOR TOP CORD FASTENED W/ 12) 10d TOP CORD BLOCKING ED LE FOR BLOCKING FOR FOR FIRST FOUR ROWS z4' MAx. 9 EA- OUTLOOKER SHEATHING DETAIL USP Rt16A OR FIRST FOUR ROWS 3'e 24' O.C_ CMID EQUAL 0 EA, OF TRUSSES 6 FIRST FOUR ROWS OF OF TRUSSES � EDGES / WOOD TRUSSES HEIGHT 2x4 CROSS BRACE OUTLOOKER 4' MAX. EDGES OF TRUSSES m EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE USP HGAM10 W/ l4 � / OF SHEATHING TYP. 72XKI�KER 2x8 SYP"2 'L' BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8' FROM SHEATHING TYP. 1/4'xl-3/4' WEDGE \ O.C_ EXTEND O LEAST 90% RIDGE FASTENED AT 2x4 CROSS BRACE USP 8 FROM RIDGE FASTENED AT L BRACE TO EXTEND BOLTS l4) SDS \/ / 2x4 RAT RUN OF WEB LENGTH 4 6PT4 g EA. EACH JOINT W/ (2)10d 4 (2) EACH JOINT W/ (2) I At LEAST 909- OF WEB /\ APPROX. 8' FROM I NOTCH .1 BOTTOM 10d 4 (2)10d TOE I LENGTH (SEE TABLE) 1/4' x 1 1/2' SCREWS / / \ \ BRACING AT 24' RIDGE FASTENED AT CHORD (SEE TABLE) STUD 10d TOE NAILS EA. END NAILS g EA, END / \ EACH JOINT W/ (2) USP RT3A WITH 8-2d 2X6 FRAMED WALL - SEE ABLE TRUSS / 5O ON TOP OF BOTT, CHORD WALL SECTION FOR SPACING 2x4 PANEL BLOCKING I 1/2' CDX PLYWOOD OR FOR 4 TRUSS 10d 4 l2)10d TOE - • ; FROM LEDGER TP , 1/16' 055 SHEATHING SPANS ATTACHED NAILS EA. END Y BLOCKING 48 O.G. FOR THE I 1/2 CDX PLYWOOD OR 1/16 FIRST (4) ROWS OF I ATTACHED W/ 10d NAILS 2X4 STICK LUMBER GYPSUM WALL BOARD I GABLE TRU55 055 SHEATHING ATTACHED m 6' O,C. EDGES AND 12' 7RU5S JOINT 24" O.0 MAX TRUSSES FROM EA. IN LINE WITH JACKS (2) 16d COMMON NAILS 2x4 PANEL BLOCKING 9 48' O.G. FOR THE FIRST I 1/2' CDX PLYWOOD OR W/ 10d NAILS 6' O.C. EDGES END TYP. TOP 4 I O.C. FIELD (see detail in eng pack for grade) or G.128" x 3" GUN NAILS (4) ROWS OF TRUSSES FROM EA. END TYP. -- AND 12' O.C. FIELD I (2)16d NAILS BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS I 1/16 OSB SHEATHING -- BOTTOM ATTACHED 2x4 BLOCKING 24' ATTACHED W/ 10d (2)16d NAILS W/ (2) 16-d TOENAILS 2x4 'T' ON TOP OF PANEL O.C. W/ 2 - 16d 2x4 'T' BLOCKING 2x4 LEDGER (MATCH BOTTOM CHORD NAILS m 6' O.G. EDGES 2x4 PANEL BLOCKING 48' 2x4 BLOCKING BLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STRENGTH TOENAILS 6 EA. ENE) SLOPE OF ADJACENT SCISSOR TRUSS) AND 12'O.C. FIELD O.C. FOR THE FIRST (4) ROWS 10dx3' m 4' O.C. CEILING BOARD PER CODE 2x4 BLOCKING WANOTCH 'L' BRACE HERE 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD W/ 1 3/8' DRYWALL NAILS OR 0 46' O.G. 2'xb' P.T. SILL OF TRUSSES FROM EA. END 2x4 t ON TOP OF PANEL SP HGAIO � 36' MASONRY WALL 16d NAIL 5/8' x 10' 'J' BOLT 11 48' O.G. TYP. TOP 4 BOTTOM ATTACHED BLOCKING, FASTEN WITH PER CODE FASTENED WITH Sd COOLER NAILS DRYWALL SCREWS 1 O.C. WEEP SCREED INSTALLED OR 1 1/4' LONG DRYWALL SCREWS COMPLYING O.C. CEILING 4 8' O.C. WALLS ARCHITECTURAL FINISH 'L' BRACE USP HTA20 OR EQ. m 6'-0' O.G. TYPICAL. W/ (2) 16-d TOENAILS 10dx3' 4' O.G, WITH ASTM C1002 FOR FIRST 8'-0' FROM END PER MANUF. 4 FRG DBL. TOP SCUD WALL ATTACHED W/ ALTERNATE USP LSTAIS STRAIGHT STRAP 0 4'-0' SECTION R103.12.1 5/8' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WALL 6 4' O.G. TYPICAL PLATE 10d NAILS 'a 4' (SEE TYP. SEC.) O.C. ALIGNED WITH GABLE WEB. ATTACH t0 TRUSS MOISTURE BARRIER CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT O.C_ TYPICAL DROPPED FLAT TOPS OF W/1-10dx1 1/2' AND TO MASONRY W/ (3) 3/16'x 2 1/4' FASTENEDWITH 8d COOLER NAILS TRUSS) USP SPT24 EACH SCUD EXT. WALL CONN. 6 NON -LOAD HIPS FOR FRAMING TAPCONS. f �I OR 1 1/4' LONG DRYWALL SCREWS GABLE TRUSS WEB (GIRDER NOT DROPPED) 5 C T f C � `� 2 COMPLYING WITH A5TM C1002�FOR 5E CT 101�1 3 S� CT I ON � �E�4RINC� LOCATION D DOUBLE '�' 5>�,4GINC� pEt,41L 5 SCALE: N.T.S. 5.>' O.C.TYPICAL FIRST 6-0' FROM END WALL 4 SCALE: N.T.S. SCALE: N.T.S. C.>�J SEE TYP. WALL SECTION FOR SCALE: 3/4' = 1'-0' CJ SCALE: N.T.S. S5 DROP HIP DETAIL. ADDITIONAL INFORMATION. SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 16d NAILS 20'-O' MAX 20'-0' MAX SCHEDULE FOR SHEATHING DETAIL 'X' 8d a 6'OC 4 BLOCKING W/l2)10d BRACE SEE DET, J/S51 v-CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 2x4 'T' BLOCKING 2 _ � • �o -� TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' t 24 MAX 2x4 OUTLOOKER • 24 O.G. WOOD TRUSSES x TOE NAILS EACH END 24' O.C. (TYP) g USP Rt16A OR EQUAL tv EA. • xl I 2 I' 1 22 Iz EDGES OFTRUSSES 2x4 GROSS BRACE � OUTLOOKER SHEATHING APPROX, S' FROM I 'L' BRACE TO EXTEND AT LEAST TYPICAL RIDGE FASTENED AT '30% OF WEB LENGTH (SEE TABLE) Ad 1� 4 O (2)10d E NAILS I GABLE TRUSS EA. END I 1/2' CDX PLYWOOD OR 1/1W OSB TRUSS VERT. WEB I t 2x6 P.T. SILL I SHEATHING ATTACHED W/ 1001 NAILS � 6' O.C. EDGES AND 12' z Lu SPACED m 48' O.C. I O.C. FIELD BRACING W/(3)10d x 3' (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS IAX. 2x4 PANEL BLOCKING 48' O.G. FOR THE FIRST 2x4 N 1 6 10dX3' 3' O.C. THROUGH CHORD • 9 EACH CONN. 6 24' O.C. OF STAGGERED 10d COMMON WIRE NAILS (D = 0.148', L = 3') OR EQUAL OF STAGGERED 30d COMMON WIRE NAILS (D = 0201', L = 4 1/2') OR EQUAL OF STAGGERED 30d COMMON WIRE NAILS (D = 0201', L = 4 1/2') OR END WALL FROM EA. END TYP. BOTTOM I INTO 2' P.T. PLATE USP HGAM10 W/(4)-1/4'xl-3/4' MOISTURE BARRIER EQUAL CORD ATTACHED W/ (2) 16-d TOENAILS I WEEP SCREED INSTALLED PER WEDGE BOLTS 4 (4) SDS 1/4' NOTES' I I I MANUF. 4 FRC SECTION R103.12.1 x 1 1/2' SCREWS BOND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA. x 5 1/2' LAG SCREWS OR EQUAL - SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 2x4 'T' ON TOP OF PANEL BLOCKING MOISTURE BARRIER MASONRY WALL �I I0111 � fr!m rol 2x4 BLOCKING a 413' O,C. Q 'L' BRACE I 16d NAIL ATTACHED W/ 106 NAILS m 4' O.C. TYPICAL GABLE TRUSS WEB SINGLE V 5R4CING DETAIL SCALE: N.T.S. Sr✓' a DIAPHRAGM BLOCKING � O.C. — ABLE TRUSS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA. x 1' LAG SCREWS OR EQUAL FASTEN WITH 10dx3' a 4' O.C. USP HTA20 m EA. TRUSS ARCHITECTURAL FINISH NOTE: — — — — TRUSS VERTICAL THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/5' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH Sd JVERT. WEB (24' O.G. MAX.) U SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CHORD GABLE COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH A5TM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACING a 4'-0' O.C. MAX. (2) 2x8 'L' BRACE 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO ND5 SECTION 153 FOR ADDITIONAL INFORMATION THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3) C1002 FOR FIRST 8'-0' FROM END WALL �' 4' O.G. TYPICAL MISSED VERTICAL WEB± USE trod COMMON NAILS. (ONE INTO EACH OUTSIDE FACE , , , 2) 'T' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT 16d PER SIDE 5/S x FROM PLATES J BOLT 32 O.C. SIMPSON MSTAM36 ON OUTSIDE CES EXT. WALL CONN. 6 NON - LOAD BRACING OF WEB MEMBERS PROVIDED IT EXTENDS OVER AT LEAST W96' OF THE WEB. o w OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING) , ri�� SECTION MINIMUM 3/16' 2'0 PLATE WASHER BEARING LOCATION (UNEVEN CLG.) SCISSOR GABLE T BRACE � REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN � � TN'FICAL NAILING 5CHEDULE5 FOR BUILT-UP COLUMNS ra�� As PER HIB 31 SCALE: N.T.S. 55 5 SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER BC51 2013 EDITION SCALE: N.T.S. SCALE: N.T.S. 51j ADDITIONAL INFORMATION. SJ S� 2x4 OUTLOOKER m 24' SCISSOR TRUSS O.C. W/ (2) 10d PER JOINT 12 TOP CHORD BLOCKING FOR 1ST MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2)16d TOE NAILS m EA. END (SEE PLAN FOR LOCATIONS) 10dx3' O.C. 2x4 IRS (2) 16d PER a 6' O.G. JOINT TYPICAL 1 12" MAX. ILII BR % C ING RECQU I REt 1E:NT5 "L.""t STUD SPACING NO 'L' BRACE (1) 2x4 (UN.O.) 'L' BRACE 2'x6' (UN.O.) 'L' BRACE 24' 010' - 3'-0' 3'-0' - 6'-0' 6'-0' 4 GREATER SCISSOR GABLE - (1) 2x5 *2 S.P.F. rat EACH VERTICAL AND (2) 2x5 FULL HEIGHT @ DIAPHRAGM BLOCKING 6,9 I MAX. PRE-ENGINEERED OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP 2X4 BRACING a 48' O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d 6 EA. TRUSS (NOTE: BRACING WOOD TRUSSES MAY BE PLACED ON EITHER TOP oR BOTTO"I OF THE BOTTOM CORD) NOTE: CONTINUOUS BOTTOM CORD BRACING 2x4 MIN. ALTERNATE NON -DROP 1) "L' BRACE MUST EXTEND AT LEAST 90%o OF WEB LENGTH EXCEPT, SCISSOR TO PULL HEIGHT GABLE. MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING CR055 8R,'4C ING DET,4IL J GABLE END DETAIL GABLE WHICH REQUIRES BRACE EXTEND OF 2) 'L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS m 4' O.C_ TRUSS BR,4C ING OVERLAP DET,4IL M COSMETIC DROP CEILING FRAMING SCALE: N.T.S. 5 SCALE: N.T.S. SCALE: N.T,S. 5J SCISSOR TRU55 W1 DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION GABLE TRUSS S5 4 S5 'L' BRACE W/ 10d 9 4' O.C. 12 (SEE SCHEDULE FOR SIZE IZ AND LOCATION) 6.9 MAx 6,'B MAX. 'L' BRACE W/ 10d • 4' O.C. 5 (SEE SCHEDULE FOR SIZE 5 g5 AND LOCATION) S5 FIR w ABLE TRUSS 6 6 55 S5 a.: .. 3 12 OUBLE TOP PLATE 6,9 MAX. 2X4 LEDGER USP LSTA 18 UPLIFT CONNECTIONS - T H I P FR,41 LING IJDS g 16' O.C. CONT. BEARING T. BEARIW3 DBL. TOP PLATE USP 1-6A10 (TYP.) STUDS aI6' OC. USP SPT24 WOOD FRAMED GABLE END BRACING DETAIL G,48L E END BR,4C I NG D E T,4 I L EACH STUD USE u5P NTa20 (oR EQUAL) coNNEctoRs •MASONRY C ,4 8 L E END B R4 C I NG D E T,4 I L SCALE: 3/4' 4-0' OR U5P RTIbA (OR EQUAL) CONNECTORS • FRAME MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE: N.T.S, MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WINE) SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WALLS 4 USP RM • NIP JACK TO FRAME WALLS NOTES FOR WIND SPEED SPECIFICATION END JACK 11'-0" MAX. do ,F Lu All Y CORNER JACK O f� Lu iF iF iF DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 o 0 N z w OL^ 00 zQ(g JLA �wLL.� z HaaM ()az W L~i�F' WC) J 0 o kD V_ U L W W LU � ci = O V) I Q 1 CD W Q O °° m w O Q Z _� OCL t� c� V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=30.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRfT(EN CONSENT FROM LENNAR CORPORATION. 02019 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSSz EFERENCETABLE VERSION. NO. 1,03 / 02,11119 �a. d O w Do z O Q w = U W 3 rN QN 2N �t W w� _10 r00 W w Z N Q LLI = LLI LLI F3<n n_ W ❑ 'DL ❑ SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S5 DO 1I 1 1111 1 1 i �- REFER TO SECTION 1 ON SWEET 55.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION SCISSOR TRUSS SCISSOR TRUSS SCISSOR TRUSS REFER TO SECTION 1 ON SWEET 55.1 FOR X-BRACING, AND TOP RAT RUN BRACING 9 CHORD BLOCKING jr24 ' O.C. ON TOP OF INFORMATION TTOM CHORD FOR (4) USS SPANS ATTACHED z 2-I6d EACH TRUSS o INT LLJ 1/4' TO1/2' GAP BETWEEN O TOP PLATE 4 TRUSS 2x4 BLOCKING END NAILED o W/ 2-I6d Q 24' O.C. (MAX.) USP WGA10 m 48' O.G. USP HGAIO a ¢ 2x4 BLOCKING (TURNED m EACH TRUSS FLAT) NAILED t0 TOP PLATE WOOD FRAME EXT. WALL WOOD FRAME EXT. WALL W/ 5-10d NAILS 1/4' TO 1/2' GAP BETWEEN TOP PLATE 4 TRUSS USP SPT24 m EVERY USP SPT24 ,9 EVERY OTHER SCUD OTHER SCUD ' WOOD FRAME EXT. WALL 1/2' NOMINAL PLYWOOD OR O.S.B. NAILED W/ 8d NAILS 0 USP 5PT24 4' O.C. BOUNDARIES, fo' O.G. EVERY OTHER STUD CI EDGES, 4 12' O.G. FIELD 1/2' NOMINAL PLYWOOD OR —�- 0.5.8. NAILED W/ 8d NAILS ,0 2x8 STUDS AT 16' O.C. 4' O.C. BOUNDARIES, 6' O.C. 2x8 STUDS At 16' O.G. 2x8 STUDS At 16' O.C. EDGES, 4 12' O.C. FIELD 1/2' CDX PLYWOOD OR 1/16'055 SHEATHING W/10d NAILS 9 W O.C. USP 5PT22 11 EVERY USP SPT22 t g EDGES 4 12' O.C. FIELD. OTHER STUD EVERY OTHER STUD all USP 5PT22 6 EVERY OTHER STUD KO, BLOCK W/ (1) 05 WEEP SCREED INSTALLED PER CONT. 4 FILLED MANUF. 4 FRC SECTION R103.12.1 KO. BLOCK W/ (1) KO. BLOCK W/ (1) 5/8' x 10' 'J' BOLT 24' O.C. "5 CONT. 4 FILLED "5 CONT. 4 FILLED (STAGGERED) W/ 2' DIA. x 3/16' 5/8' x 10' 'J' BOLT tv 24' PLATE WASHER (TYPICAL) 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' 1x2 F.T. FURRING SCRIP ix2 P.T. FURRING STRIP PLATE WASHER (TYPICAL) MASONRY WALL (DESIGNED MASONRY WALL (DESIGNED Ix2 P.T. FURRING STRIP AS CANTILEVERED) AS CANTILEVERED) MASSONRY WALL (DESIGNED AS CANTILEVER) NON-5EAizING EXT. KNEE -WALL A NON-5E,4RING EXT. KNEE-UJALL NON-5EARING EXT. <NEE -WALL C SCALE: 3/4' = 11-0' SCALE: 3/4' = 1'-0' 55.1 j SCALE: 3/4' = 1'-0' CJ�J.� 2x4 CROSS BRACE AT SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS RIDGE FASTENED AT EACH JOINT W/ (2)10d x 3' USP RTI6 OR EQUAL 6 EA. OUTLOOKER 2x4 OUTLOOKER a 24' O.G. o z, o 0 0 TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES 9 o EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) I6d NAILS o 24' MAX 2x4 'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10d x 3' s 4' O.C. I/2' GDX PLYWOOD OR 1/16' 05B SHEATHING ° s ° ATTACHED W/ 10d NAILS 6' O.C. EDGES AND 12' O.G. FIELD CEILING RIDGE VGABLE TRUSS 2x4 PANEL BLOCKING s 45' O.G. 'L' BRACE TO EXTEND AT ATTACHED W/ (2)16d TOENAILS 11 2x6 P.T. SILL LEAST W%* OF WEB LENGTH INTO BOTTOM CHORD. INTERIOR HIP VAULtt 6:12 SLOPE (SEE TABLE ON SWEET 55) CENTER AND 3:12 SLOPE SLIDES. o 5/5' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH Sd 10d x 3' 3' O.G. COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH 0THROUGH CHORD INTO ASTM CI002 FOR FIRST 8'-0' FROM END WALL a 4' O.C. TYPICAL 2' x W P.T. PLATE 4,,/ PLACE SHEATHING 5/5' x 10' BOLT a 24' O.G. MINIMUM W FROM PLATE FLUSH W/ MASONRY. SPLICES W/ 3/16' x 2' DIA. PLATE WASHER WEEP SCREED INSTALLED PER MANUF. 4 FRC SECTION R103.12.1 rL G,48LE END DETAIL AT HIF VAULT MOISTURE BARRIER USP WTA20 a EA. TRUSS SCALE: N.T.S. VERT. WEB (24' oc. MAX.) 3 DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineenng.com CA 25948 o 0 N zU, OLn^ ��Ao z < M^ a�J� �LuLL� zH C"a �t 00 %n� zLu WWCD J 0 JItr U Lu W Lu L U a- ci = O V) '— J Q I m Q O 0° Q 11-- m Z w u Q Z � O (/) (y) U 1-o IL V) V TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = I08MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AN D SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019 - THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION NO. 1.03 /'02.11.19 cis coo W O m J z 0 J ui QT� = U W U' r 3 QN SN V� W w� _� r� W ZD* w* Z Q u.i = u.i ui �a: IL a_LL W ❑ ❑ SHEET TITLE: FRAMING CONNECTIONS @ EXTERIOR WALLS SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S5e] USP LSTA24 STRAP W/ 8-106 x 11/2' NAILS TO STUD 4 8-10d x 1 1/2' TO BAND JOIST 6 EA, STUD SEE J OR JJ ON 56 'S' = NAIL FOR ADDITIONAL (2) S,PF. CONST, GRADE TOP PLATE of 3/8 SPACING oI 3/8 NOTE: EXTEND SHEATHING TO 2ND FLOOR INFO 1/8' RIM BOARD CONT. SPLICE MIN. 48' APART ' �— �— 2nd FLOOR WALL BOTTOM OF BEAM OR GIRDER SPLICED BETWEEN JOISTS 3/4 1/2' ; 1/2 S --------- ------------------- S 0 1/2' TF - - m - - r - -p Ir - - - - - - - ID - - -- -IF - 11- - ZI ------- --b--- ---b- 2'x BOT. PLATE W/ n u I n m F III n u u a -- o---0 0 0 _ -- _ (2)10d * V O.C, AIL 1 1/8' RIM BOARD TO II I I II II „I I II II II BEAM/GIRDER FLOOR JOIST J015T END ONE W/ ad NAILS, II II I II III II I II II II � S u n I n w I I n n u SEE PLAN m TOP 4 BOTTOM FLANGE " " ' " III G III I II II II SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING n u I u w m I n u u I u I n III OPENING w n u u u u n I m7 NAIL AT BASE 2 ROWS m 4' O.C. W/ Sd COMMON NAIL . II 11 II I III Ill II I II II II II II ®NAIL AT TOP PLATE TWO ROWS G 4' O.G. W/ Sd COMMON NAIL ./ �' II II II I III III II II II I USP WTA20 24' O.G. m III n I ©NAIL OPENING PERIMETER 's 3' O.G. W/ Sd COMMON NAIL RIM BOARD TO FOR DOUBLE ROW n n u n m- r— —Ir - m u n n I FLOOR MASONRY WALL BELOW. C n u u n w l l u m u u n I QNAIL INT. 6' O.G. W/ Sd COMMON NAIL NAILING At TOP PLATE u u n n w l l u m n u u I ll _ _ IL _ _IL _ _I III I I u III II II II I ® STAGGER ALL VERT. JOINTS 4 NAIL o 4' O.C. TRUSS/JOIST I oj� 4 (3) ROWS Sd 6 6D.G. FLOOR SYSTEM W/ Sd COMMON NAIL MASONRY LINTEL At RIM BDARD _ _ _ _ _ _ _ _ _ IL _ _ _ _ _ A- _ IL _ _11- JI_ _ 1 COURSE l I QF NO SPLICE 6 HEADER - NAIL SHEATHING TO #15/32' MIN. PLYWOOD HEADER W/ Sd COMMON NAIL G 4' O.G. OR 1/16' OSB SHEATHING 2x4 P.T. BASE PLATE 2ND FLOOR I=R,4„IE= CONNECTION ,�4 Ala®OR CONNECTION (FLOOR JOfST) WALL 5HEATHING IN5TALL. 4 NAILING 5GHEI). G SEE TYP. 2-STORY WALL SECTION SCALE: N.T.S. CJl�IO a MASONRY IST FLR SCALE: 3/4'=1'-0' CJ�O SCALE: N.T.S. �(o FOR ADDITIONAL INFOWATION. SEE TYP. 2-5TORY WALL SECTION FOR ADDITIONAL INFORMATION. REFER TO UNDERLAYMENT TABLE ON SHEET 5N1 USP L5TA24 STRAP W/ 8-10d x 1 1/2' B.U.G. FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: NAILS TO STUD 4 8-10d x 1 1/2' TO 2x STUDS 9 lb'O.C. (2) LAYERS FOR 2:12 < SLOPE < 4:12 BAND JOIST 6 EA. STUD 2x BOt. PLATE W/ ATTACHED WALL SHEATHING PROVIDE CONTINUOUS. --\ 8 - 10d NAILS TO ' 12 (1) LAYER FOR SLOPE >_ 4:12 2nd FLOOR WALL (2)10d 9 6' O.C. CONTINUOUS TO BOTTOM BLOCKING FROM B.U,CSTUD PER STRAP PRE ENGINEERED WOOD TRUSS Q 24' O.C. MAX, IF TO MASONRY BELOW RIBBON W/ ad e 4' O.G., ROOF COVERING BAND JOIST 2'x BOT. PLATE W/ 2 ROWS STAGGERED INSULATION HURRICANE ANCHOR 6 EACH TRUSS (2) 10d 6' O.C. FLOOR SYSTEM BAFFLE 1/16' D.S.B. MIN. (FOR SHINGLE) OR 1'3/32' 0515 (FOR TILE) SEE ROOF INSTALLATION NAILING SCHEDULE ON 5HT. SNI 2x4 RIBBONS, EACH W/ 4-16d PER CHART ALUMINUM DRIP EDGE NAILS INTO EA. FLOOR TRUSS ON SHEET 53 NOTES: = USE ALUMINUM FASCIA =USP MP4F 9 24' oc MP4F 4 EXTEND M HEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENINGS OPENING 2' x 4' WALL 2' x W WALL STRAPS SIZE JACKS STUDS JACKS STUDS (UN.O. ON PLAN) EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 V-16' (3) (3) (2) (3) (2) USP LSTA30 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD PER �2x SUB FASCIA w/ 12-6d NAILS SHEATHING TO MSTA 36 CODE W/ 1 3/8' DRYWALL NAILS OR DRYWALL BOTTOM OF RIM ; : USP HT0d � EA, TRUSS 12" VENTILATED SOFFIT W/ 9 - 10d x 1 I/2' NAILS .,a SEE FLOOR PLAN NOTES FOR SCREWS i' O.C. CEILING 4 8' O.G. WALLS ATTACHED WALL SHEATHING TO BOARD/BAND PRE-ENGINEERED INTO FLOOR TRUSS 4 MIN. 4' `a ` REQUIRED CONNECTION let FLOOR WALL JOIST FOR FLOOR TRUSSES EMBEDMENT IN KO BLOCK 1/2' GYP WB (2) TOP PLATE W/ 8d ''a 4' O.C., 2 ROWS SHEAR WALL DOUBLE 2x S.F.F. 02 TOP PLATE lx2 NAILER ONLY. (5) 1/4' X 2 1/4' TAPCONS MASONRY WALL 2-ROWS 12d NAILS USP L5TA24 STRAP w/ 8-10d x 1 1/2' NAILS t0 MASONRY WALL PER STRAP fiA STAGGERED 6 12' O.C. EACH 15/32' MIN. PLYWOOD OR 7/16' OSB �4,jr FACE OR 3-ROWS 12d NAILS TO STUD 4 8-10d x 1 1/2' TO BAND JOIST a 2x BLOCKING EA. WALL SHEATHING JOINT ,� SHEATHING NAILED W/ Sd COMMON EA. SCUD STAGGERED a 12"O.C. FOR 16' O.C. 2x S.F.F. *2 STUDS NAILS 9 4' O.C. EDGES, AND 6' O.G. UJOOD TO I"I,45ONR�' 2'x10' OR GREATER HEADER n 7 SLpEMENt(TIOUS FINISH PER ASTM G. 2ND FLOOR FR,41 IE: CONNECTION FLOOR CONNECTION (FLOOR TRU55) I� CONNECTION W1 M5T4M3(o �� 2x CRIPPLES 6 2x BOTTOM PLATE W/ (2)10d m 6' O.C. II w 926 APPLY 3 LAYERS W/ TOTAL �, 16 O.C. W/ (2) 3/4' PLYWOOD DECKING GLUED AND NAILED W/ � WOOD IST FLR SCALE: N.T.S. S(p MASONRY IST FLR SCALE: 3/4 =1-0 CJ(O SEE 71'P. 2-STORY WALL SECTION FOR SCALE: N.T.S. S�O 12d TOENAILS (0d COMMON m 6' O.G. EDGES AND 12' O.C. FIELD THICKNESS 7/8' OVER METAL LATH. UPLIFT CAP = e20 PLF SEE TYP. 2-STORY WALL SECTION ADDITIONAL INFORMATION T/B FIRST 2 LAYERS 3/5' THICK EACH. 3RD 1/2' GYP. WB OR 3/8' PLYWOOD/ TYPE 2-M-W OSB LAYER 1/8' CHICK (SEE NOTES IN SHEAR GAP = 355 PLF FOR ADDITIONAL INFORMATION. (DRAFTSTOPPING) t0 BE NAILED W/Sd COMMON m SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. (2) 2x HEADER SEE PLAN 6' O.C. TO ONE SIDE OF THE FLOOR TRUSS FOR AN SECTION 4.4 SHEET SN FOR AREA 51000 SQ. FT. OF FLOOR AREA 4 SEALED ADDITIONAL INFO,) NAILS 5� INTERIOR HEADER PENETRATION AREA W/ FOAM. DRAFT5TOPPING INSULATION PER CHART ON SHEET 53 1� 8' O.C. TYP, BOX (1) 2x SILL PLATE W/ (2) SHALL DIVIDE THE CONGEALED SPACE INTO HEADER SEE J OR JJ ON 56 FOR 2x JACKS (SEE EXTERIORHEADERSAPPROX. EQUAL AREAS. S6 B R ADDITIONAL 2ND FLOOR INFO FLOOR JOIST TABLE ABOVE) ONLY (1) 2x SILL PLATE W/ (2) S6 12d TOENAILS. OPENING FLOOR JOIST/FLOOR FELT PAPER OR TJl BLOCKING AT 24' O.C. RIM BOARD LARGER THAN 4 ft (2) 2x TRUSS, SEE PLAN G METAL SEAT PLATE MAX. AND AT EACH CORNER - (UNDER CORNER STUDS) W/ �STRAP—"�CLIPS EACH SIDE NOTE: LAP SHEATHING TO (2)12d TOENAILS T/B 1 1/5' RIM BOARD CONT. 2x STUDS (SEE BOTTOM OF BAND JOIST TYPICAL 1/2' HIGH STRENGTH OR 5/8' GYP WB (OR SPACER TABLE ABOVE) WEEP SCREED INSTALLED PER t 5/5' GYP, TYPE ' X' 9 GARAGE ONLY) W/ MANUF. 4 FRC SECTION Ri03.i2.1 FLOOR JOIST AIL 1 1/8 RIM BOARD TO BLOCKS D T I (FLOOR OOR J O f S I� O Q P.T. BOT. PLATE 1 3/8 DRYWALL NAILS OR DRYWALL SEE PLAN JOIST END W/ Sd NAILS, ONE : o oo, FLOOR TRUSS / SCREWS i' O.C. CEILING 4 8' D.G. WALLS STDSCALE1 1/2'=1'-0' . 130° HOOK (SEE DETAIL) m TOP 4 BOTTOM FLANGE Sao A Nj BEAM 1/2' GYP WB 8'x8'X16' CONC. KNOCKOUT BLK W/105 G ROD CONT. FILLED SOLID W/GROUT INSTALLATION PER CHART ON SHEET SN 8' C.M.U. TYPICAL . TRUSS USP HTA20 m 24' O.C.—// RIM BOARD TO C FOR DOUBLE ROW 2x4 RIBBONS MASONRY WALL BELOW. NAILING AT tOP PLATE SEE PLAN FOR REQUIRED FINISH ______—ARCHITECTURAL c.�(o 4 (3) ROWS 8d m 6' O.C. —t L ZF�-FINISH MASONRY LINTEL AT RIM BOARD IT' CORNER STRAP CONNECTIONS 11 (1) 05 VERT. IN FILL CELLS COURSE (SEE FOUNDATION PLAN TYPIG>4L "T" T4ND DETAIL(FLOOR TRU55� O L0,4D ST4i�INC/XTRIOR FRAME 4 NOTES) Ix WD FURRING 24' O.G. a 4'x4° INSPECTION PORT AT 2ND FLOOR FR,4ME CONNECTION (FLOOR JOIST) CORNER DETAILS UJ�TLL i-I ,4D R D T,4IL M BASEBOARD - EACH FILL CELL TYPICAL PARALLEL TO MASONRY WALL SCALE: 3/4'=1'-O' CJs'O SCALE: 1 1/2'=1'-0' SRO MIN. 2500 PSI CONC. SLAB SEE TYP. 2-STORY WALL SECTION SCALE: N.T.S. (j�p MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH FOR ADDITIONAL INFORMATION. �r MUNICIPALITY 4'to 6' BELOW GRADE SEE BHT 53 FOR 15/32' MIN. PLYWOOD OR 1/16' OSB SHEATHING NAILED W/ 8d COMMON STUD SPACING SCHEDULE INSULATION CHART - NAILS A 4 O.C. EDGES, AND 6 O.C. °° NOTE: ROOF UNBRACED NOMINAL SHEATHING TOP/BTTM SPAN (ft) WALL HEIGHT TYPE PLATES m � _I= — FINISH GRADE - SEE TYPICAL WALL SEE SHEATHING (2) ROWS OF 2x BLOCKING FIELD (UN.0) ROOF TYPE STUD SIZE &SPACING _ 2x4 PANEL BLOCKING 0 48 O.C. SPECS ON FLOOR m THIRD POINTS 2x STUDS ,@ 16' O.G. 6 MIL VAPOR BARRIER I III —III III SECTION G/S3 FOR °=III=T FOR THE FIRST V-0' OF END ADDITIONAL INFORMATION , , , 1/5' STUCCO FINISH PER ASTM C. 926 SHGL. OR TILE 35 UP TO 8'- 2" 2x4 SPF#2 @ 16" OC OSB SEE J/S6 6x6 W1.4xW1.4 WWF —III III III a III —III— = z WALL FROM EA. END. (TYP.) TOP 4 G GYP, WJ3, MIN * 5/8 DIA. x 10 J BOLT W/ 8 ALLY 3 LAYERS W/ TOTAL THICKNESS -' �-III—III °III —I —I 1- -' GARAGE SIDE IF EMBEDMENT * 24' O.C. W/ 2'DIAX SHINGLE 45 OVER 8'- 2" TO 9' - 2" 2x4 SYP#1 @ 16" OC PLYWOOD 5YP#1 OR FIBERMESH BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE (1) ROW OF 2x BLOCKING MID APPLICABLE 7/8' OVER METAL LATH. FIRST 2 LAYERS III III III III it I- 16d TOE NAILS SECTION J/56 _ 3/16 PLATE WASHER TYPICAL GLEAN POISONED 4 COMP. SOIL (- I I _ _ _ HGT. FOR WALL HGT. < 8 6 . (2) 3/S' THICK EACH. 3RD LAYER 1/8' THICK I .III III —I � I —I � I —I � I —I I -'' DECKING ROWS of 2x BLOCKING * 3rd 5/8'DIAm EXPANSION BOLT W/ IMIN. SHEAR 3500! MIN. TENSION (SEE NOTES IN SECTION 4.4 SHEEt SN FOR NOTES: (COMPACTED TO 135% MODIFIED I . III—III—III=1 I i- STD. 9m" HOOK ATTACHED WALL SHEATHING 1' EMBEDMENT a 24' O.G. 26000.) PTS FOR WALL HGT. > 8'-6' ADDITIONAL INFO.) PROCTOR A5TM D1551) —I — (SEE DETAIL) TO BOTTOM PLATE/CHORD W/ ad W/ 2* 3/1(o' PLATE WASHER 1) OSB SHALL BE 7/16" APA RATED EXPOSURE 1 (MIN. E = 275,570 PSI) '- ' G 4' O.C., 2 ROWS STAGGERED USP 5PT22 a EA. STUD TYPICAL. (MIN. SHEAR 35000 2500 PSI CONCRETE MIN. USP P.T.PLATE EA. STUD l3) 5 REBAR ON 3 CHAI SLAB W/ 6x6 W1.4xW1,4 WWF OR 2x .T. PLATE 2) PLYWOOD SHALL BE 15/32" APA RATED STRUCTURAL 1-EXPOSURE 1 (E=1,800,000 PSI) W/ 3' MIN. CLEARANCE 2x STUDS m 16' D.C. MIN. TENSION 2600*_) -SLA5 ESH WEEP SCREED INSTALLED PER MANUF. N*IZx P.T. PLATE 6x6 WL4 x WI.4 V4 FRC SECTION R�0 12.1 3) STUD TO BE SYP#1 OR BETTER FOR WALL HEIGHT OVER 8' - 2" T�� 2 = 5TOR�' WALL 5E CT I ®N J FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN WWF OR P15ERIIESH E , _ _ 4) DEFLECTION LI MIT FOR STUDS WITH PLASTER OR STUCCO FINISH IS L/360 SEE FRAMINGcq D Q D SCALE: 3/4'=1'-0' �(o PLAN — — ` — — — FINISH GRADE m MIL VAPOR � \ \/ 4 2x4 CROSS BRACE G 48J USP HTA20 24 O.C.00W/ O.G. FOR THE 15T 2'-0' OF 10-10d X 1 1/2' NAILS INTO BARRIER \ /\� / (o MIILL IVAAPOR\ END WALL W/ (2)10dx3' 9 EA. BLOCKING TRU55 4 MIN. 4 0��� END INTO 2x4 BLOCKING EMBEDMENT IN GONG. �� �/� , ��` (3) 05 GONT, ON 3 n o CHAIR W/ 3 MIN. l3) +5 REBAR ON CLEARANCE o W/ 3' MIN. CLEARANCE - 2ND FLOOR FR;4ME CONNECTION (FLOOR TRU55) INTERIOR 2-5TOR� FRAME 5EGTION S ,4LTE:RN,4TE: FOOTING V PARALLEL t0 MASONRY WALL SCALE: 3/4'=1'-0' CJ�O SEE TYP. 2-STORY WALL SECTION SCALE: 3/4'=1'-0' CJ(O m WODD IST FLR SCALE: 3/4'=1'-O' CJ(O SEE TYP. 2-5TORY WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645,0166 f. 813.645.9698 www.do nscoengineering.com CA 25948 o CD N Lu o Z� 00 1-: M Q��� aWLL^ z aco <�a o I— W z cj Lu J O O d' U W W Lu Lu ry L U r ,J Q I m Q O °° m U O Q `0 Z O v) � IZ V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. ©M19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2019 -THESE DRAW INGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROS .RETERENCETABLE VERS46RINO. T`03°%b2.T1;1.9 Q G r� c� LuO m J z O :i Lu � = U W Q N = N N q � W w� _� �00 w w Z Q N LLl = LL1 LLI W ❑ ❑ SHEET TITLE: TYPICAL 2-STORY SECTIONS & DETAILS (MONO) SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S6 O I 00 4- LO WIN DOORJAMB 1X4 1/2" DRYWALL DOORJAMBIg 1 X 4 1/2" DRYWALL DOOR JAMB ATTACHED PER 1 X 4 1/2" DRYWALL ATTACHED PER P.T. ATTACHED P DOOR MANUF. DOOR MANUF. DOOR MANU 1X4 1 X4 3-1/4" LONG X 3/16"� FURRING 3/16"0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16".T. TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO STAGGERED @ 16" O.C. STAGGERED INTO 1X8 PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL MASONRY THROUGH 311 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" DOORJAMB 1X4 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 REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL UNAUL;tF' I At5Lt INS I ALL I IUN MAX.8„ �''�♦, DO NOT DO THIS♦•`'�� PROPER INSTALLATION '♦♦♦ #5 REBAR (TYP,) ♦♦♦` TYP ♦♦'♦ ♦`♦♦ K (TYP.) ♦'♦1,.♦♦ ♦♦♦♦♦ `ITD. 90° HOOK (TYP.) '♦i O! ♦♦♦♦♦♦♦♦♦♦ +2„ NOTC 1"w♦@ FIRST COURSE 2 COURSE:♦♦♦♦♦♦♦♦♦ 1,♦♦♦♦♦♦♦♦ FILLED CELL PER FOUNDATION PLAN BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION H 2'ytBOT.PLATE W/(2)10d@6"o.C. SCALE: N.T.S. SS SCALE: N.T.S. SS 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION USP RT16M UPLIFT CAPACITY = 1395 # FOR 1 STRAP 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 A -A FILL 1st 4 COURSES ROWS STAGGERED W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. = 2790 # FOR 2 STRAPS EMBEDMENT INTO BLK.) 1/4" MAX 10d @ TOP & BTTM CHORD, SOLIDw/GROUT 2x BAND JOIST W/ FACE NAIL 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS AND (8) FACE NAILS 10d @ 1 X 4 FURRING n SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS USP RT16M W/ (9) 10d x 1%" NAILS & TRUSS VERT. WEB (4) %" x 1%" TAPCONS METAL SEAT PLATE (IF TRUSS IS 2 PLY INSTALL USP 1/2" DRYWALL HTWM16 W/ (8) 10d x NAILS AND NOTE: 8d NAILS AT 8 O.C. AT BUCK (4 % "X 1%" WEDGE BOLTS [(1) 2 x 8 45A DIAGONAL (4) 10d NAILS INTO LAP SHEATHING TO ) LEAVE A CUT OUT IN O.S.B. ON THE BOTTOM OF BAND _ STRAP =1225 # , (2) STRAPS 2450#] JOIST TYPICAL BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR USP HGAM10 @ 12" O.C. w/4-SDS 1/4xl 1/2" U T UP PLWD. BUCK POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. BOND BEAM OR CAST FURTHER INSTRUCTIONS. SCREWS INTO BAND JOIST & (4)1/4"x1-3/4" SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS IN PLACE BEAM WEDGE BOLTS INTO K.O. BLOCK BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHANG 14. CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER 4" MIN. OF BRACE RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH FOR OVERHANGS BETWEEN 3/4"TO 1 t/2" RETROFIT FOR MISSING EMBEDDED STRAP DETAILS OR THRU 1-1/2" THK. OR MORE BUCK IF TRUSSES USED) W/ (3) #12 X 4'Y2" WOOD WITHIN 6" MIN. OF START OF ARC START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY 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 31/4" TAPCONS AT 16" O.C. TR S ARCH DETAIL .J 2 X 4 #2 SYP SCAB TO SIDE OF JACK TRUSS PROVIDED BY TRUSS SS SCALE: N.T.S. O.C. 12 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1'-0" 6-0"" MIN. COMPANY OR 2x6 #2 SYP @ 24" W/ (3) 8d TOENAILS @ TOP & BOTTOM SEE ?x 0 *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. V R CHORD TO LEDGER PLAN + + H�NG�FNQTh, (TO TRUSS OP CHORD FINISH FLOOR 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. SECTION ROOF SHEATHING ATTACHED + ° + PLYWOOD SHEATHING 1/4" MAX EMBEDMENT INTO BLK.) B B PER NAILING SCHEDULE + + ' D ° ° D #5 BAR BLOCK HEADER 5 -12d NAILS D ° SOLID BLKG. AT TOP BTWN. ARCH 2 0 8" () + REQUIRED D a + + 1'0 ° CENTERED W/ BLKG. &BUCK USP RT3A o .. 90` H IN TOP 1 X4 FURRING 2X6 TO 2X4 TO SUPPORT TRUSS + SOFFIT — o KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ 2 10d + + —� _ _ o ° CHAIR BLOCK () 2X4 SYP .. s —_ PROVIDE 2x � NAILS AT EA. END EACH TRUSS MONSIZE AND RE NFOPEROTING —11 PLAN — PROVIDE 2 x 8 DIAG. BRACE BTWN. PROVIDE (2) MIN. CONT. W/ (3) •D ° � VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY CONNECTOR III, LAND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. CLEAN FILL I J> ° ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH DIRT 6 z TO BE INSTALLED T-0" MAX SEE PLAN SEE LINTEL g BUILT UP PLWD. BUCK- SCHED. .°. ° STANDARD o 7/16" OSB ARCH PANEL %> 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%." WOOD FILLED CELL 8d NAILS START OF ARC 4'MAXRAID. PRECAST LINTEL - o o -, o 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SEE ELEVATION - ' o o , , - BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL . . SCREWS @ 16O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C. INSTALL WDW, SCREW -----'-' CREW THRU OSB INTO 2 x 8 FOR OVER HANG (MAX. 4-0„) 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 SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" A/C CHASE 4" PVC NOTE: IF RETROFIT FILLED CELL CONDITIONS PLUMBING LINE SLEEVE THRU STEM ( ) 3 PER PROJECT, CONTACT ENGINEER OF RECORD TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE WALL EXCEED CENETERED @PIPE PVC OR SCH40 SLEEVE CENETERED (2) #5's x 4'-0" FOR ADDITIONAL INSTRUCTION. @PIPE '—.:��-�€==-�- = x�--� ' EXISTING BOND BEAM. PENETRATION PLUMBING LINE - PENETRATION �—' � MASONRY WALL. SEE PLAN FOR a d d a I = {=I =1 = I I= FINI GRADE _ REINFORCING. PROVIDE LOWER I I —I I I —I I I —I I I —I I I-1191 a Q I HOOKED DOWEL DRILL 3/4"X6" MIN. HOLE •. =III —III —I 11=1 I I=I 11 I I —I I I I I ML11=I =I 11=I11=1 UP coLN.III—- II—I —III=III= SEE PLAN SET BAR IN EPDXY I I=I i 1- W.W.M. AT PERIMETER HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE — I z • • ;III=III _ WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL #5X6 EMBEDDED INTO 1 #5 BARS CONT. THREAD ROD EPDXIED W/ SEE FND. PLN. SLEEVE THRU STEM a — KI 12 BELOW TOP WITH MIN. 3 OCCURS SIMPSON 'SET-XP' EPDXY MIN. o EXISTING BOND BEAM =i „ Z SIZE & REINF. GRADE COVER N6'-0" F F 12" EMBEDMENT & 1-3/4" MIN. ¢ FILL CELL FULL HEIGHT W/ SEE PLAN FOR °+ A . • . e *. ° EDGE DISTANCE SEE FND. PLN. . 4 < a, SIZE &REINF. PIPE PERPENDICULAR TO FND. FOUNDATION INFO D LL J NON SHRINK GROUT. STEM FOUNDATION (ALLOWABLE UPLIFT=2,249#) U ° � a A PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE EXISTING FOOTING 2-#5X6' IN CONC. CENETERED @PIPE GRADE REINF. SEE PLAN - ¢ - FILLED CELL PENETRATION PLUMBING LINE > ' D Fn N g DRILL 3/4"X6" MIN. HOLE a a ° I,/ d°. d d° d _ °. � ��, GRADE 4 ° I SET BAR IN EPDXY ' III III —III —II a a II —III —III I —III —III D ° -I III I — —III=_III- =III —III-'' CELL FILLED SOLID N ? p . ' w/(1) #5 VERT. REBAR =I T 2 — 0 SAW CUT a 'I • _ ° D ° (2) #5 REBAR. MIN. 3" SEE FND. PLN. (2) #5 REBAR 16" MIN. (1-STY) COVER EA. WAY A SECTION SIZE & REINF. 01 A/C CHASE 4" PVC 20" MIN. (2-S EXISTING FOOTING SLEEVE THRU FOOTING 1 SCALE: N.T.S. MONO FOUNDATION SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL TYP. FND. PENETRATIONS SCALE: 3/4" =1'-0" SCALE: 3/4°=1'-0" SCALE: N.T.S. SCALE: N.T.S. NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT FILL SOLID BOTH CELLS #5 REBAR STD. 90" H00 +5A NOTCH WEB AT THE FIRST :M F; .. irk :..:...:.:.:.. t. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoenginee6ng.com CA 25948 !t o CD N Z Lu O U z F-: 'COD cc:,) 'n M^ Q � � J LIL W ILL n Z HaaLp M Q o zv~)►- W W� J O o U L W W Lu w 2 w °- v~) C/ _I Q m V) Lu Q O °° m U O z Lu Z r- HZ 0 to (y) U 0- V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE"C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02 11 19 1 03 UPDATED CONNECTION CROSS_ EFFRFNCETABLE VERSION NQ 1 03 / 02 1 "t?, f' cl�j C -. w O DO NZ J Z �1 Lu ' = U W U' 3 QN 2N FD vJj t W wM ='00 }� W � w * Z Q N W = W f W Lu ❑ ❑ SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH Sis ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ '9 VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING D 2x4 PT NOTCH H% INTO STRINGER D -2x4 BLOCKING FOR STRAP LLAx4 blocking MIN. 20" FLAT STRAP NAILED TO RISER E AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: Z' = V-0" HANDRAIL - SHALL HAVE MIN. & MAX. HEIGHTS FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FINISH SURFACE OF RAMP SLOPE OF 34" & 38" HANDRAILS SHALL HAVE EITHER A CROSS SECTION DIA. BETWEEN 1-1/4" TO 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. CLEAR SPACE BETWEEN HANDRAIL & WALL SHALL BE A MIN OF 1-1/2" INCHES. (RE. FBC R311.7.8., 6TH EDITION (2017) HANDRAIL DETAIL. SCALE: N.T.S. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS / 0.1 I 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND q" GAP TOP AND / BOTTOM, GLUED AND / NAILED TO STRINGER SYP blockin for 2x12 TREAD GLUED AND NAILED / / 4 I I DTFT ST P I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ 2X8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE / NOT TOUCH STRINGERS AT STRINGER CONTACT / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS \ Lx4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 2" = 1'-0., JOIST ALIGN THIS STUD WITH A_ FACE OF 2ND RISER 2x SYP CUT TO FIT \ BEARS IN WALL I II I B ~l _---2x12 SYP BEARS IN WALL I I I r I IY r r ----2x6 SYP L 2x4 SYP BLOCKINGSTRA / / 2x4 PT NOTCHED INTO STRINGER \ (SOIMPSONLSTA21 / / AND NAILED TO FLOOR WITH GLUE \ OR BETTER) BEHIND / / AT STRINGER CONTACT POINTS RISER / 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO 2x12 F SECTION VIEW "A" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE D SYP FULL CONTACT WITH LANDING I / SYP o d o- / 2x8 SYP STRINGER MUST MAKE FI CONTACT WITH LANDING I / I / j I I I \ i / \ 7 / L / / 2x SYP CUT TO FIT BEARS IN WALL II I� 2x12 SYP BEAR IN WALL 1 2x6 SYP / \ \ / / 2x4 PT NOTCHED INTO STRINGER / AND NAILED TO FLOOR WITH GLUE 2x4 CUT ON BEVEL \ / / AT STRINGER CONTACT POINTS / DOES NOT BEAR IN WALL SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = V-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING NOTE . IV x SYP CUT TO FIT BEARS IN WALL THESE DETAILS ARE NOT PLAN 2x12 SYP SPECIFIC. THEY ARE PROVIDED TO BEARS IN WALL YOU AS A STANDARD TO CONSTRUCT BULLNOSE DETAIL IIIII I I STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. SECTION VIEW "B" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER F / / \ \ —3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND y"' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER —1x4 GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER —2x4 DRAFT BLOCKING FOR STRAP GLUED TO 2x12 SYP r (EACH STRINGER- SCAB 2x4 GLUED AND NAILED i SIDE) TO BOTTOM EDGE OF 2x12 STRINGER STOP -------- — RISER AND TREAD / —2x8 SYP DRYWALL STOP MUST / \ \ NOT TOUCH STRINGERS / I � 1► SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK '--2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC / 12xq P I I I DEFT ST Y 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ 2X8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE / NOT TOUCH STRINGERS AT STRINGER CONTACT #/GLUED AND NAILED TO STRINGER POINTS \ / r'OR DRYWALL SPACING E SECTION VIEW SCALE: �' = 1'-0" 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT STOP 2x4 BLOCKING BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 T" TAPCONS @ MAX. 32" O.C. • GLUED AND NAILED TO STRINGER )RAFT P SYP DRYWALL STOP ST NOT TOUCH ZINGERS 4 BLOCKING FOR 2x12 4 PT UNDER 2x12 SYP BEAM BEARING 2x8 IN WALL SYP GLUE AND NAILE TO FRAMI 11 C HANDRAIL 5HALL HAVE MIN. t MAX. HE16HT5 FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FINISu ,II121=ar.F nF 12AMP Q nlgF n1= 19all it 9AII H / Ph \ EZATTACH PROTECTONROVIDE ISTURE ALL COMPONENTSSTAIR TO CONC. W/ t" XTAPCONS @ MAX. 32" O.C. / 1x4 GLUED AND / NAILED TO STRINGER / \ / z \ f � SECTION VIEW "C" SCALE: 1" = V-0" W OPT. P I GKET RA I L I NC T5 TOP OF EAD / STRINGER / \ CONN. TO BOTTOM NEWEL POST LET INTO 2 X 6 CAP _ OF NEWEL POST THE BLOCK -r-1041 PER CONTRACTOR r— PROVIDE \ BLOCKING Z 1/2° DRYWALL I M 2NX�4 FRAME ❑ $ \ 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. J\ FLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED) 2X4 CUT ON BEVEL GLUED OR 1 a x 16" VL BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE HALF HA HALL ` ALL 'j ETA I DETAIL L AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR �' LVL NAILED TO JOIST. TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: V = 1'-0" SCALE: 1" = V-0" WOOD PICKETS SPACED ® 411 O/C 6UARDRAIL5 SHALL BE ADQUATE IN 5TRENOTH, DURABILITY AND ATTACHED A5 DESCRIBED IN 5ECTION R311.5, FRO 6TH EDITION (2011) DRYWALL JOINT (DRYWALL TO COVER JOISTS) 2X4 STUD NAILED AND / \ GLUED TO TOP PLATE / 2X4 CUT INTO RIM BAND, GLUED AND NAILED TO G \ oo BEARING WALL BELOW \ FLOOR G.T. OR 1 3/4x DRYWALL JOINT (DRYWALL TO OPTIONAL P I GKET BETA I L 16" LVL 2X4 CUT ON COVER JOISTS) BEVEL GLUED ----- ----- ----- ----- ------ — — — AND NAILED T LVL C ~� NOTE: 2x8 \ DRYWALL/ SECTION VIEW \ NOTSHOWN / F SCALE: " = 1'-0' STAIR CONSTRUCTION DETAILS - (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED GUARD AND HANDRAIL NOTES • R512.1.5 OPENING LIMITATIONS. REQUIRED &UARD5 SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm) IN DIAMETER. EXCEPTIONS: 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PA55AGE OF A SPHERE 6 INCHES (155 mm) IN DIAMETER. 2. GUARD5 ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS NHICH ALLOW PA55ACE OF A SPHERE 4 5/6 INCHES (III mm) IN DIAMETER. • HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LEN&TH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RI5ER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS AS PER FRO 6TH EDITION (201'1) R511.1.&2 • ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FRG 6TH EDITION (2011) R511.1. DAN•SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 o 0 N z "' O? Z 0 � M Ln Q � J L'� Haagw c%� 00 Z � � W W� J O O d' U v) W tEMPORARYTAPE 'FLAP' TO HOLD FLAP HOUSE 4,1 WRAP/ a AlArIx 9' ROUGH OPENING HOUSE WRAP SHEATHING TEMPORARY TAPE 'FLAP' TO HOLD FLAP Z�ryHOUSE IllRAP 7 \ .\ SHEATHING ROUGH OPENING 4' SILL WRAP SILL FLASHING HOUSE WRAP INSTALL FLEXIBLE FLASHING SHEATHING CORNERS AT WINDOW SILL TEMPORARY TAPE 'FLAP' TO HOLD FLAP 404E \ IURAAP7 i \ i / �SHEATHINCs CAULK BEHIND WINDOW FLANGE BEFORE INSTALLATION. WINDOW FLANGE SILL FLASHING HOUSE WRAP SHEATHING WINDOW FLASHING METHOD 'A -I' WINDOW FLASHING METHOD 'A-1' WINDOW FLASHING METHOD 'A -I' A A WINDOW INSTALLER WILL CUT THE BUILDING PAPER At A 45• "LETO A POINT 9' UP AND 9' OUT A INSTALL 3-STEP PROCESS"" Ol 51CORrER SHIELD FLASHING IFASTENWIDTHE tH MOISROUGH OPENI t OR EGlUAL ON EACH SIDE) O A APPLY A CONTINUOUS BEAD OF CAULKING ON THE BACK SIDE OF THE WINDOW FLANGE. FROM THE UPPER CORNERS OF THE ROUGH OPENING. O B. INSTALL B. T4I6 WILL MAKE A 'FLAP' THAT WILL BE USED TO COVER THE HEAD FLASHING IN STEP 6. C. INSTALL SILL WRAP (MUST COMPLETELY COVER ROUGH OPENING SILL (INCLUDING COINER SHIELDS) B. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. METAL FLASHING DOUBLE LAYER SPLINE APPLIED VERTICALLY (IF USING FELT, SPLIT 36' - WIDE SHEET IN HALF) 2' TO 4' LAP AT HORIZONTAL JOINT i� 2'TO4'LAP AT HORIZONTAL JOINT � I I 1 I I I I T� 1 I I \1 I I I I I : ' I BUILDING PAPER HOU6EWRAP I I I I I I i I I I I I -CUT WINDOW OPENINGS � I : %: 6HEATHI% WRAP (BUILDING PAPER OR HOUSEWRAP) CARRIED I' TO 2' BELOW BOTTOM OF SHEATHING 4' TO 6' LAP AT i VERTICAL JOINT' 9' (6' MIrU BEYOND GOITER BOARD SHEATHING WRAP DETAIL SCALE: KT.S. TEMPORARY TAPE 'FLAP' TO HOLD FLAP HOUSE WRAPP7 HEAD FLASHING JAM FLASHING WINDOW FLANGE HOUSE WRAP SILL FLASHING WINDOW FLASHING METHOD 'A -I' OA INSTALL HEAD FLASHING OVER THE WINDOW FLANGE. B. EXTEND THE HEAD FLASHING 8' BEYOND THE ROUGH OPENING ON EACH SIDE. TO ALLOW MOISTURE TO BE DIVERTED t0 THE OUTSIDE SURFACE TEMPORARY TAPE 'FLAP' TO HOLD FLAP WRAP 7 \ � i / SHEATHING JAM FLASHING WINDOW FLANGE HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLASHING METHOD 'A-1' OA INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON EACH SIDE. B. EXTEND THE JAMB FLASHING 4' ABOVE THE ROUGH OPENING AND 8' BELOW THE ROUGH OPENING. C. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. WRAP HOUSE WRAP 'FLAP'jl -----------------------------; e SILL FLASHING WINDOW FLANGE WINDOW FLASHING METHOD 'A-1' OA ALLOW THE BUILDING PAPER 'FLAP' TO DRAPE OVER THE HEAD FLASHING. AD FLASHING JAM FLASHING LHOUSE 'FLAP' ' j7 ------- -------------------- WEATHER RESISTANT CONSTRUCTION TAIL AD FLASHING JAM FLASHING HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLANGE WINDOW FLASHING METHOD 'A -I' OA APPLY WEATHER RESISTANT TAPE OVER THE 45• ANGLE CUT ON THE BUILDING PARR B. ON INSIDE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM ,,...: a ys'; ,y::; ::sssi�w 5 az� DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 vaww.danscoengineering.com CA 25948 o 0 N Z w O17. o 0 z _ �(nM� Q�M FLASHING REQUIREMENTS I FLASHING AND SEALANTS FOR EXTERIOR WINDOW AND DOOR OPENINGS SHALL COMPLY WITH WEATHER RESISTIVE WINDOW UNIT SECTION R703.4. BARRIER THESE DETAILS ARE GENERIC AND MEANT TO SHOW - DOOR ROUGH OPENING SLOPE GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND 0.3 in: 12.0 in BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE WOOD FRAME CONSTR. (0. 6 cm : 30.5 cm) BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR SELF -ADHERED FLASHING L/ 314'-l" BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING SELF -ADHERED FLASHING MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING EXTERIOR LESS THAN 6 INCHES (1152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A CEMT. FIN. MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SELF -ADHERED FLASHING BUILDING PAPER SECTION R703.1. THE WATER -RESISTIVE BARRIER IS NOT REQUIRED FOR DETACHED ACCESSORY TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND BUILDINGS. SEAL TOPS OF JOIS WIRE LATH ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 UNDER DECKING (SEE DETAIL WP07) R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED RIM JOIST Detail Instructions MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION V 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 li�sof 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 A V - - - 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 INSTALLED AT THE FOLLOWING LOCATIONS: shedding laps SELF -ADHERED FLASHING 3. Self -adhered flashing can be substituted for building paper 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR SELF -ADHERED FLASHING WP02 FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 4. Split the release using the ripcord (Split release on OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE EXTERIOR DOOR WITH DECK - SECTION A CEMT. paper WATER-RESIST[VE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR FOLD UP WEATHER RESISTIVE BARRIER & EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE 5. Remove all release paper per standard installation instructions MORE OF THE FOLLOWING: TEMPORARILY SECURE 3/4'-l" BEAD OF CONSTR. INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALTADHESIVE and adhere to substrate using a square piece of flashing material 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD FLASHING, SEE FLASHING SELF -ADHERED FLASHING I FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURERS RESISITiVE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW DETAIL WP01) 6. Fold as shown by arrows INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. BARRIER OR EQUAL WEATHER PROOF CAULKING (SEE WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE TAPE EXTERIOR SCORED 7. Angle of corner may vary, adjust folding of the flashing INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL SHEATHING RELEASE PAPER accordingly to fit tight to corner BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE 8. Mechanically fasten as necessary EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR (ASSEMBLED WNDOW) EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) PROTECTION AT THE HEAD AND SIDES. VERTICALLY FROM BOTTOM OF 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN BARRIER 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. SECTION -A (SEE DETAIL WP02) (D 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR 2 HEAD FLASHING TIE-IN INSTRUXTIONS: STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 1 . Cut, fold up & temporarily secure weather resistive 5 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. barrier above header to allow for flashing SELF -ADHERED FLASHING 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 2. Self -adhered flashing plus head flashing under weather resistive barrier SEAL TOPS OF JOISTS 6 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 3. Fold weather resistive barrier back over head UNDER DECKING 7 6. AT WALL AND ROOF INTERSECTIONS. flashing and seal with tape (SEE DETAIL WP07) 7. AT BUILT-IN GUTTERS. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM SELF -ADHERED FLASHING FWP 0 5 SELF -ADHERED FLASHING WP06 EXTERIOR DOOR WITH DECK INSIDE CORNER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING Ground SHEATHING 7/8" Cement Plaster 7/8" Cement Plaster REFER TO TECHNICAL n accor ance wi in accordance with LETTER ON CHEMICAL Water Resistant Barrier . . . ASTMC926 ASTMC926 SELF -ADHERED FLASHING Lath Felt backed metal Felt backed metal SELF -ADHERED FLAS Sheathing lathe in accordance lathe in accordance PATCH with ASTMC1063 with ASTMC1063 J Stucco A Building Paper Building Paper SELF -ADHERED FLASHING Flashing NAILING FLANGE 3" MIN Manufact. Specs. & Stampede or similar BOTTOM NAILING 8 joint only FLANGE Bottom of Weep Screed Installed As Per SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING OUTSIDE CORNER Ew:p 08 FOUNDATION WEEP SCREED WP09 Weep Screed 2" Above Roof Manufact. Specs. & HALF ROUND WINDOW Sheathing FRC R703.7.2.1 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all Cement Plaster M, butt joints need to in accordance becaulked using with ASTMC926 over wood 2nd Stampede or sim. floor caulk for all DOUBLE JOIST SINGLE COD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING Cement SELF -ADHERED FLASHING DECK JOIST WP07 Plaster over block 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, Flo6da 33572 CA 25948 CD Lu ZCL UJI LL Joe Z 00 W CD tn Milli LU CL GO Q co LU CL TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = +-0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFrER HE DATE IT IS SIGNED AND SEALED. SIGNE AND SEALED FOR THE STRUCTURAL PORTION 02019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRUTEN CO SENT FROM LENNAR CORPORATION. @20 9 -THESE DRAWINGS AND DESIGNS ARE THE THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE uJ ad C14 LU El El SHEET TITLE: WATERPROOFING DETAILS SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH W P • a March 20, 2018 Re: Wood Construction Connector Cam pliance for 2015 International Codes 8. 2017 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method far Mechanical Fasteners to Wood. Both methods determine a connector's allowable load as the lowest of the followng', 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at VS -inch deflection 3, Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials; such as steel strength; fastener strength; and ^rood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology be evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work wth product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively; until July 2018. The information in this letter is valid until 6f30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit vomw.strongtie.com for additional pertinent information. If you have questions or need further assistance regarding this matter; please contact the Simpson Strong -Tie Engineering Department at 800.9995099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E.; LEED AP dw/BDW Engineer, Southeast U.S. Branch Yafel of F, r3 r . s.:v... 2221 Country Lane McKinney, TX 75069 Phone: 972,542,0126 Fax. 972.542.4139 ww� tr•2ng'�e Corr • - - N Cn Ca N O _0 i C N Q O Q% ) ^1 W V o O L O C)_ O rR O U_ ♦V O 0 ` (/� �♦ iL W O }+ - Co CD- C CD �- .� iU) Q [1SP Stnrk Nts- PIP Gxlrteeiora piortda: Statewide prodrxattpprovat file E+aluatio0 Reps a9i5f01$i .. Simpsonkiri+la SMckNo.., Simpson Connectfs e 9tatewid t?ioducEAppravatpto Evp[uua#ion Report fA515i$}: A3 FL17244.1 ESR-3455 A23 FL1D446.2 ESR-2606 H0210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4CU ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 H D410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 - - HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report P HTSM16 FL11473.11 SIM200602 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856A1 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 J L24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 J L26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 O L O - CD C O L. Q/ O L CU W L CU W ¢ W Z J z J d KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL1D852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10466.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3446 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456A1 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2513 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3465 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPHB FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10555.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGT83F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 SHEET NO. PA 1-0- APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2Dgg1.1 +67.0%67.Opsf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0%67.D psf ThernaTry Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0%67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0l-32.0 psf Clopay Building Products Residential WindCode Doors WS (16X7) FL15279.53 +30.0/-30.D psf Clopay Building Products Residential WindCode Doors W6 (SX7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors WB (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847Single & Pairs of Doors FL11537.1 N/A (see lost shg 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.01-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.8 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL72328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust VeM FL77202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 16"wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 NIA 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Untels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I - understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape I 52o1a Florida Department of Business & Professional Regulation Building Codes and Standards royal Application Detail Product Approval Pepe I enrols FLM20481R2 FLa204814t2 994 Entityor Pak Dap Data PeedlDa 211a Coda Entity or Deft 2WR Data Psndin r Data TM Version Mi nurctumr contsa Engineer S License validated lk validated Butaritari FBC Approval A hates mm Version Manufactu contact Emi-& Lkensa Validated By Subsided FBC A-1 Apgrwed Statue Revision 2017 Therms -Ton Corpon0on Rick Wright Lyndon R Schmidt, P.E. Ryan J. King, P.E. 10/15QO17 071122017 10/18/2017 12/12/2017 Approved Revision 2017 Theme -Ton Corporation Ride Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 10/152017 07/122017 IOIIW017 12/122017 Approved Ca!egpry: Exterior Doors (419) 296-1740 PE43409 (813) 7676555 Calgary: Exterior Doom (419) 298-1740 PE43409 (813) 7876555 Subcategory: Swinging Exterior Door Assemblies ridnvOmbldpmnsultanta. SubCab Swinging Exterior Door Assemblies gory: rick netiid conw8anl. 9 Report from a Compliance deed min Compliance Method: Evaluation Report from a sum A Hector a Florida Registered Architect or a Licensed Florida Florida RegWered Architect or a Licensed Florida Professional Engineer Professional Engineer pLazW5142 Products F Quality Assurance Approved for Use Approved for Use Mend Dealon $� Product Model. Number or Name Assurance Product Description Contract Expiration A "tf?tilon Bare In llvHz Outside HVHZ 1 RashN DINtan Pig IkeaDuality Product b".Numbaror Nase C ES IDOutside HVHz Resistant 6 f. Theme-Tru Fiber-Cle rsk and Smooth -Star Nominal 8&039;0 8quotN-Impact" Opaque 12/312020 No Yes No WA I a. ThennaTru Flber-Classb and Smoo"tar Nominal 8&*39;8 8quotNoMmpacl8quot Opaque 12012020 No Yea No N/A Composite Edge Fbergless Single Door Composite Edge Fbergla m Single Door (Inswing/Outming; X configuration) (Inswing/Oubwing; X configuration) Fti2046i-R3 F11-4120451-R3 Srsgt Entity or aft Dust oat, Pending Data � ErdHv or Data Dee Pending Die TUR ylLEt9D Manufacture �gpkg EnainarB License Yelklatatl By Submitted j ApolmCgl Approved $tffiSM mm version MtlYkctu Csntagt F'v'!.^.m-' YiV`a Validated By validated Subsell1a! FBC Approval A,,-,d Revision 2017 ThennaTru Corporation Ride Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12 I32017 12113/2017 12212017 Pending FSC Approvad Revision 2017 Theme -Ton Corporation Rkk Wight Lyndon F. Schmklt P.E. Ryan J. King, P.E. 12/32017 12/132017 12212017 Pending FBC Approve Category: Exterior Doan 29&1d9c PE43409 (813) 7876565 Category: Exterior Doors (419) 298-1740 PE-43409 (813) 7676655 Exlador Doorrtit=aies SubCategory:othod: ridw ridaw�mbld9mnausents. Subcategory: Swinging Exterior Door Assemblies rickw@mbW9oonsultents, Evaluation Repot Fran a Compssncll deed Conn Compliance Mamom Evaluation Report from a won Ar ctora Fronds Reglatared Architect a e Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer FU20481-R1 Produce FLa20461.R3 Products OwIINAssunnw Arlprovedforlies ADormredforDss hoped Ieak6 Q yrspgg Aeoroyedfor Use AgQ�,g)ygg IBlpect D9ikN S Product Morel. Number or Nama Product Descrioeon Compact Expiration Data In HyHZ Ouhltlo HVHZ Resistant Fragment $eaa Product Model Number or Name In Outside Outside HVHZ Resistant Pressure 6 f. Theme -Ton Fiber -Classic and Smooth -Star Nominal 8& 39;0 &qua;Norn-ImpactBquat Opaque 12/312021 No Yes No WA i a. Theme -Ton Fiber -Classic and Smoak -Star Nominal 68,f39;8 "tion-Inpaud" Opaque 12/312021 No Yea No WA Composite Edge Fiberglass Singe Door Composite Edge Fbehgiae Singe Door % configuration) (Inswing/Ouhwing; X configuration)(Inawinp/Oulawinp; $earcISrikkW Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 IISM1a Cc&. Eaftor 2& .lee Dabpw4m Ra Malik veal9t ManurwYaror CQDta&I En,k~ & L.ieansevalidated By Valklated Sbmiwd FBC Approval AD Status Shls Revision 2017 There -Ton Corporation Rick Wright National Accreditation & Ryan J- King, P.E. 12202017 09212017 12222017 Approved Category: Exterior Doom (419) 298-1740 Management Institute (813) 767-M5 SubCatall Swinging Exterior DoorAssemblim dckwfillmbegwnsultants. Compliance Method; Certification Mark or Listing pan FLa18225114 Products Quality Aesurenss Approved for Use ADD-ed for Use IamJa.S Design aS9.a Product Meal. Nunssr ass Narre �y (gg Contract Exelratlon Dab, In KV oalee HyHZ Resistant Fiona 1 a. "CessioCreB" and "Banchmad by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with 12131=1 No Yes No WA Therms -Trull, and without SMelila. Inswing and Oulawing Florida Department of Business & Professional Regulation Paso I oft Building Codes and Standards 115=18 Product Approval Application Detail m Nsracp� Code Eff t a 20 Data Daft Pendell Data TV" Version Manufacturer contact Enamar & License VelMetatl By Validated Subas FBC Approval Agpryd Status Revision 2017 There -Ton Corporation Ride Wright National Accreditation & Ryan J. King, P.E. 12202017 09/212017 12222017 Approved Category. Exterior Doom (419) 298-1740 Management Institute (813) 767-M5 Subcategory: Swinging Exterior Door Assemblies r1clovC abkrgmnsultan s. Corepllencer Method: Codification Mark or Listing �n FI11522MA Products Quality Assurance ADD-.d for she Approved for Use Brost onion $eg j Product Model, Number ass Nano Del .EaWufiony&o 1atAR1Z oatswo xvxz g■ysypt per, 5 e. lLquol;SmoothStar" and "Benchmark by 8/8 and 8/0 Opaque and Glazed Fiberglass Door with 12f312021 No Yes No WA Therms-Tru" and without Skselils. Inswing and Outewing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 1AMIS FI.M20481-N2 .996 Entity or go 2da Deb Priscilla, 20 TX-- version lemon Cgnb.21 Engineer &License Vreeland By Valirld Submitted FBC Approved Awneirsd alas Revision 2017 Theme -Ton Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 101152017 071122017 10118=17 12/122017 Approved Category: Exterior Doom (419) 298-1740 PE-43409 (813) 76765W Subcategory: Swinging Exterior Door Assemblies ddrwerwbld9oonsultants. Complraruce Method: Evaluation Report from a Cam Florida Registered Architect or a Licensed Florida Fll201611t2 Produlds Professional Engineer eygg_i Product florist Number or Name P QWIkLAssuMDf8 Apamted for Use Approved In HVHZ outside for Use IIVIIZ Impact Resistant Donlon Pressure 9 I. Them-Tro Fiber-Claesk and Smooth -Star Nominal 6&M ,,8 &gwtNon-ImpactBquot Glazed 12/312020 No Yes No WA Composite Edge Fiberglass Singe Door (Inca m iCu6wirg; X configuration) FL#20481-M Cgk Entity pn Data Dak ➢mitPord ln, Do TMN Verson )Itamfacplrs< contact Engineer S License Valldsltl By YatMeted mesh ilbd FBC Amoral Revision 2017 Therma-Tru Corporation Rick Wright Lyman F. Schmidt, P.E. Ryan J. Kong, P.E. 121132017 12/132017 12212017 Pending FBC Approval Category: Exterior Doom (419) 29&1740 PE+13409 (813) 7676655 SubCafspory: Swinging Exterior Door Assemaes dckwillimbMgoomsuaams. Compliance Method: Evaluation Report from a COLS Florida Registered Architect or a Licensed Florida FLi2018141s Protlucl Professional Engineer Seat Product Model. Number wName 91MVhcANgoDge contact ExWrdbnoat, Approved for ties A-r-ed.for InHVFQ Outside Use NYNZ _ Imea13 54aetlnt Deal P- 9 L Therm% -Ton Fiber -Classic and Smooth -Star Nominal Q&639:8 8,quotNon-kmpad&gh+a1: Glazed 12/312021 No Yes No WA Composite Edge Fiberglass Single Door Search orients (bewmglOurhwig; X configuration) Cella mm version Manufacturer Revision 2017 MI VWlndows and Dose Category-* Exterior Doom SubCebsory: Siding Exterior Door Assemblies Compllsnca Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL/15332424 Products area Product Model. Numilwor Name 3 SERIES 420 ALUMINUM SOD REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dedall Pagel of 1/E2118 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I or2 1F2016 1191NI1614FUi 92111111 Bot h or Dap trek lire 20 DA Version Manufacturer c4mftd Enalma,&Llcaros VagtlatadBy Yam submbpd FROADVIond Aagpyed Revision 2017 Therma-Tm Corporation Rick Wright Lyndon F. Schmidt P.E Ryan J. Kong, P.E. 10115=17 071122017 101182017 121122017 Approved Category: Exterior Doom (419) 298-1740 PE-43400 (813) 767-OW SubCabpory: Swinging Exterior OoorAssemblies ddm®rwbHgmnsubal. Complirce Method: EvaMneldat Repodfrom a can Fionda Registered Architect or a Lcensed Fonda F1f204514t2 Produces Professional Engineer IkaR Pratluet ModaLNaruuaror Mama Quell A- A inHvHZ Use AWanedforUse outsteNvHZ 11� !tae■iffi Dt� Pressure 14 n. Theme -Ton FbenClssb and Snaoif -Star Nominal 88e39;0 8quogNorv4nped&qusq Glemd 121812020 No Yes No WA C-Vos a Edge FOargess Single Door (InnVi groulwinp; X configuration) F1020461A3 Coda Endw Rao Dot Dab PNKhm RO 72p! Version Manufacturer Contact BmeutiLtstmu VaNdabd Bir Validated Submltlfd FOC Aga[mMl Angraved Revision 2017 Thera -Ton Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. Kong, P.E. 121132017 12/1312017 12212017 ding FBC Appn Category: Exterior Doors (419) 298-1740 PE43409 (813) 7676555 Subcategory: Swinging Exterior Door Assemblies dckwQrwbHgwnsubntL Compllsom Method! Evaluation Report from a peen Fonda Registered Architect or a Licensed Florida Ri204a14t3 Products Professional Engineer i)eda Product Model. NunharorNona ossifies Anumeave FrA � ADoraved i O1tsNk1lmZ for Use, Iaosd 11soisWd Dismiss Pry 14 n. There-Tru FberClessb and SrnoodStsr Nominal 884139;0 Itquotlion-I pea"(dazed 1213irMi No Yes No WA Composite Edge Fdherglss Be* Door (hr *WouwAv X cmdgu soon) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape I of I 11s/m18 Entity or Data Data tam DSM Ssdt efdRy 29-- 20 Dd&Pwwkw Dow Clmtact Enddr L& Ll- validated ter Validated submitted FBQ Altorslrsl Approved stet a BM Ma n en Mrs Contact Emtaasr A License Aubmad FlIC AmrmrY AmLolrsd egg& Brant Stinger Luis Roberta Lomas Steven M. Udch, PE OB/132017 OB/112017 08/152017 10MO020IT Approved Revision 2017 MI Windows and Doors Brant sonper Luis Roberta Loma Steven M. Udcrt PE 091132017 08/11/2017 081152017 101102(17 Approved (717) 365-3300 PE62514 (717) 317-8454 Datogory: Exterior Doors (717) 36633D0 PE62514 (717) 317-84M bsMngerillmiwd.wm subcategory: Sliding Exterior Door Assembles bsMnger@mkvd.Cam Compllence Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer gygyist Amu , ADeroved for Use ADDroved.for .Use Im■9l Deal■ FLAIM241A Products Quaker Assiumnigi Aggrodad kLtkt ADDroved for Use IDgaat Del■ Product od Confined Exidiration Date in of aelMlmS P� Ing Product Model. NrmbsrwName Product Descriodan Contract Eradication Dab IO.HVHZ R"Nam PNOM SERIES 420 ALUMINUM SOD REINFORCED OXO 12/312018 No Ya No WA 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX, 1281=11 No Ya No WA 145-314", 9B8grat XO, XX 98"x958410ot Florida Department of Business & Professional Regulation Paga I of i Florida Department of Business & Professional Regulation papa 1 of I Florida Department of Business & Professional Regulation !sage 1 at Building Codes and Standards I/5251a Building Codes and Standards 115=18 Building Codes and Standards 115=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLi16279-Re Enter or Data Data fata FLi18332-PA sort Enter r Data Dab Dab Parisian Data Code Bitterer DOW Deb Dista.PanJ@m Pik LM version Enlarger VdMWd By validated $FOCAponra( Moravec $ton, Iyg! version Dkmlta9trmir ContaLt Enpleer& Lhoese VaHdetad ev ValBlatast SUbWd FOG Approval ADDroved Stet, Irp! version Menufactu & license VdlNbd Br Val Submitted Submltled 1BCAoxmat Approved status Revision 2017 Copay Building Products Company Mad Westerfield Intertek Testing Services NA, Gary Pfushtsr 11292017 08/102U17 12/05/2017 Approved Revision 2017 MI Widows and Doom Category: Exterior Doom 8ubCabgory: Sliding Exterior Door Assemblies event Stinger Luis Roberto Lomas Steven M. Url PE (717) 3653300 PE62514 (717) 317-8454 bsMngerCmiwd.wm 081132017 0/1/112017 08/152017 10110/2017 Approved Revision 2017 Mi Windows and Doors Category: Exterior Doom Subcategory: Sliding Exterior Door Assemblies Seem Stinger Luis Roberto Lomas Sewn M. Unch, PE 917) 3653300 PE62514 (717) 317-8454 bs5engerCmiwd.com O81132017 08/11=17 08115=17 10/10=17 Approved Category: Exterior Doom Subcategory: Sectional Exterior Door Assemblies Compliance United: ed: Certificetion Mark or Listing (513) 7704062 Inc. (513) 5196588 mwestedleweelopay.com Compilince Method: Evaluation Report from a Compliance Method: Evaluation Report from a FLs1527aR6 Products Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer Qwitty Aeauran- Arom Cfm Use Appoved for we Imp Bases III Hirst Product Modal. Nunbar ter rhme P Contract Expiration Deb In Outside g ,(amide Hi ResonantPLWN, FLM163321t4 Producte FLM15332134 Products 37 0371/�69 PAN-2F151: 84A, 94, 73, 76, 1500, 190. 76, Steel Pan (min. 25 ga.) Single -Car (up to V0' wide) 05/212028 No Yea No +30 PSFI32 �.� Credit, Assurance Aonrc-d for Use Approved for Use Impact D000r Qusllty Assurance Approved for tlaa Aomoved for Use blASI Dgatgt 76V, 4RST, 4RSF, BRST, 6RSF, 2RST, 48, 42, 56, 488, WINDCODE8M174; W5 Garage Door PSF eeo a Product Model. Number or Nara Product Pendell Contact Exolretlon Dab in HVHI Outside HVHZ Resistant PIffiy9e &9A Product Model, Number or Name Product Description Contact Expiration Data in HYHZ Outside HVHZ Resistant P!ffiW, 426, 65S, GOSS, GDSSV, GRSS, GR5SV, ARSS, ARSSV, 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OXO 12/312018 No Yes No WA 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OX, XO, XX 12131,7018 No Yes No WA EDSS,EDSSV 145-3/4"x80&quo: NON -REINFORCED 96"x80" NOWREINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards page 1 of I 1/52o18 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of 1152ol8 Florida Department of Business & Professional Regulation Building Codes and Standards paps 1 Of 11=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FI M5= col - _ ._290 FLM2514i29 FLM7637-R7 mm Revision Version 2017 Manufacturer MI Windows and Doors Category: Exterior Doom eubCatagary: Sliding Exterior Door Assemblies Compliance Method; Evaluation Report from a EntltLgi Cmtagt Enpleer License Lre Vslldabd By Saint Stinger Luis Robed. Lomas Steven M. Urkh, PE (717) 365-3300 PE62514 (717) 317-8454 baMngea�miwd.cam Dek Validated OW132017 20 IetaPandlm Submitted FBC Approved MIN 112017 08/152017 Dak Mentioned 10/102017 Approved mm Revision 22M Version 2017 1MeDttagtirsc POT Industries Category: Fxhnbr Dmrs Subcategory: Sliding Exterior Door Assemblies Complance Method: Certification Mad or Listing Entlbor ansa Csnta9T Englnear & LleVdubl ied ByYalldakd Dean Ruad Miami -Dade BCCO - CER Mlaml-Dade BCCO - VAL (941) 488-0f00 (/88) 315.2590 drrark�pgtindusbiea.com Pa Dak $iltIDll$d 12202017 112812017 Dab Perdition teffi 1� .Amtmtat Approved 1225/2017 SSat, Approved 4.444 IIrW version Revkicn 2017 Manufacturer iW,L CURRIES Division of AADG, Inc Category: Exterior Donn SobCfienceN:ethod: DoorComponentsarko Carnplens. Method: Certification Mad or Listing En or � Validated By Dedlc Dave UL LLC Ted Baran, PE d-dedl li ar 7 07 dave.dedic�sssebby.m m Data Pals tek3!■!m vat Subso ltad FOC Approval 11130/2017 10282017 Daft' A9ms!ed 12M52D17 IHW, Approved Florida Regbtared Archbot or a Licensed Florida FL111557.R7 Preduee Professional Engbreer F1.02514t29 Products QuaaN Assurance, Approved M Use Appoved for Use tea onI FUML132-R4 deg.a Product, Quality Aaunoe PIDlb,t.Q9lgdatlon Aneroved for Use Averwed far Use in.tJYlS OgisMa Nvliz 1,00 t Ras DMIflt! PrsaMlrs asa.! to Product Model. Nubor cr Name SGD-6570 (Large Mkalb hnpscil Quality Assumes Vinyl Sliding Glen Door 04114=1 Alienated for use Approved InJlVHZ Se�.HVHZ Yes for wit ggggl tiNkMOt Ya Ya Datlgn PneMti! WA loot 1 607.70ProducModel Number 4Name 607, 707, 727, 747, and 847 Singh and Pairs d Doaa Flush, Glazed, and Louvered single and pin or 12/312025 tuitions mshl door. InJRQS DAL Yes, Yes MWIwom Baaktant Yea PA WA 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED)= 12/31/2018 No Yes No WA Search Criteria Carl, version, 2017 FIL 0, 251JQ 143"x98" Florida Department of Business & Professional Regulation Papa i a l Building Codes and Standards 115=15 Florida Department of Business & Professional Regulation Building Codes and Standards papa 1 Of I 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards papa I or 1 1/5=18 Product Approval Application Detail FIJ15849.R9 9211111 Eft or Dab. Dab Bata Ferntlm one Product Approval Application Detail Product Approval Application Detail FLM52n-R5 Fl2faz79Jib mm version ManufwWw Contact Beaux&Iimnsa Validated By Validated aatlmum FBC APggsM Apggled Able& TV- Revision 990 version 2017 Mssufacturor Clopay Building Products Company Category: Exterior Doom Entity l¢ Cgde9t Emiln-It Licesa validated By Mad Westerfield Intertek Testing Services NA, Gary Pfueher (513) 770-6062 Ina. (513) 519-6566 20 Validated! 1128/2017 Do Data Peadio Submitted FBC Approval 06110M17 Pet Approved 1210&2D17 Stakes _ Approved Malik Revision Cade version 2017 Manulctu Copay Building Products Company Category: Exterior Doom Enft or Engineer & License Va115Wd By Matt Westerfield Intenek Testing Services NA, Gary Pfueher (513) 7706062 Inc. (513) 5196588 go Dgk veiidn ed Submitted I11292017 M10/2017 Daft Pantile Dag FBC Approval Aggro(gQ 12/d15/2017 sb" Approved Revision 2017 MI Windows and Doam Category: Windom Subcategory: Fixed CompI1sx a Method: Ceti icatbn Mad or Listing Brant Stinger American AaChildurel Steven M. Urich, PE (717) 365-M Manufacturers Association (717) 317-8454 bsitingarQmNad.mm 1213 V2017 12f312017 01/0412018 Approved subcategory: Sectional Exterior Door Assemblies mwesteMeH@cbpaY sum SubCatsguy: Sectional Exterior Door Assembles miwesbdleld@clopsy.mm FI/7S34g1ta Products ComplWres Method: Certification Mad or Listing Compliance Mstirod: Certification Mad or Listing 0AIWi An Approved for Use Aporeved xwit Imonat Dom! FLM15279R5 Products FL)1527"W Product, Sca • Product Modal. Number or Nor ialIM DLdatdo HVHZ Basis= PJ Quil Assurance ved for Uae womd for we Approved Ao II _Igu, atu8 ttea ��IDaP. 9onrovntract 1 185 PW 73 x 721neutatatl Glass 04Po32018 No Yea NO +8W60 22" Product Model. Nuanter or Name C9ntmatE5g�0.Dab in1RQS 4flgled.tOQtZ RMMtant Prstwrs steps Prarud Model. Nunler or Name Expiration Date laledO7�P. Distant 1 85 085 V1B-09 PAN-2Ft53:73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pen (min. 25 ga.) Singe -Car (up to 90' wide) 05121/2028 No Yes No +38 PSF/-42 102 102 We-16 PAN-2F163: 73, 75, 84A. 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (97l 167 0521=8 No Yes No +37 PSF141 4RST, BRST, GOSS, GRSS, ARSS, EDSS WINDCODE8dt174; W e Garage Door PSF 4RST, BRST, GOSS, GRSS, AR55, EDSS wide) V1INDCODE80174; VJB Garage Door PSF Florida Department of Business & Professional Regulation Page I Of I Building Codes and Standards 115m15 Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 1/52a18 Product Approval Application Detail 1 Cads Et*, or Data Data Data Ponxi Data Iype version ataEgkchu Contact Eokser&Loans V Ikhftd By validated Subtle FBsc Averoval AP➢LVYed 9.ta16, Revision 2017 POT Industries Dean Ruad Mlami-Dnde BCCO-CER MlamWatle SCCO-VAL 122N2017 12AMM17 12252017 Approved Category: Windows (941) 488-0100 (786) 315-2590 Subcategory: Single Hung dmarkitiipgtlnduebea.wm Compliance Method: Certification Mad or Listing FL#2394US P[9tlista Quality Amu rame Approved for Use Aporcmd for Use )IDEagt Design 299e Product Neal. Number or Name ProductDoscriatim ContractExpiration Data In HVijZ Outstda HVHZ Resistant Prsmr, 7 SH-5500 (Large Missile Impact) Vinyl Single Hung Window 07130/2020 Yes Yes Yes N/A Product Approval Application Detail c2ft Brute, or Daft 2at Dab Poodles 22g 11001 version Manufacturer conbwt Eruwar& Itwsss Validated By validated Submitted FBC Aggrova( Apronnaidd ate" Revision 2017 Theme -Ton Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10118=17 10MOM17 10222017 121I 2017 Approved Category: Exterior Doors (419) 2WI740 PE43409 (813) 767-M6 SubCatari Swinging Exterior DoorAeeemblbs ddrw®rvaDMpmnsuMans. Complla ca Method: Evaluation Report from is wan Florida Registered Architect or a Licensed Florida Professional Engineer F1.07"04t5 Products Quality Assroanca Approved for Use AQproved for Use Impact Dee ow s Product Mosel. Number or Nam Product Dwrionan Cormract Emimd- Data in HVHZ Outride HVFIZ Resistant Pressers i a. equotFterCkaskBquot, "SmoothShrBquot, 8&839;8 "lmpad" Glazed Fiberglass 1213lrMl No Yes year N1A &gwtClaaicCms"a"Cl3lcCnR Singe Door -(X) Inswing or Ouleishg Configuration Rustlall Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail RJ1143i4$a Cad! Erarst RIM Eck D1■3WKNm Rik Ile! y9Wm Dl..A..bm Cnbt End- &License Validated by Vaoddw DWrsmed FWA■MVM Apprond $tat, Revision 2017 CIPP" Buumng Products Company Mark v/esterfield Intarlsk Teelog Sendrem NA, Gary Pfushbr 112812017 O8MO2017 12ro52D17 Approved Category: Exterior Doom (513) 7704062 Inc. (513) 5194586 SubOnsgory: Sections! Exterior Dress Aesembes waectHSNd@doPeY.pan CohnpNssceMatled: Cedificarbn Mad or Lblkg FL#IB2714tg Products Aponmed for Use Apprand.for the hnmd Design AMA ProdueLMoat.wtimB Naer I e tl■m In IPAM Qg�n HVHZ IonMhnt Pew- 53 063 W&18 PAN-2F153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pm (min. 25 ga.) DoubleCi r (97 to 1&0' 052lrMO No Yes No +30 PSFIaO 4RSF, BRST, BRSF, 48, 42, 55, 48B, 428, 558, GDSS, vide) WINDCODEll MIS Game Door PSF GDSSV, GRSS, GRSSV, ARSE, ARSSV, ED5S, ED&W Ii T4W-R2 Ega Ion! Vmlm tkDidat tar Revision 2017 MI Windows and Doon Category: WMtlows subcategory: Single Hung Compliance U, 0 Certification Mark or Laing FLM74994t2PmluLIS AMA Predcl a6edel. Nugiw or Maens 2 195 SIN c1 a.,�1n 11ene Verson DYDiaagtan[ Revision 2017 POT bxlwbia category: Windows Subcategory: Fired ComplWwe Method: Certification Mad or Lhtlng ma Product Mudd.Nunterarlterina 9 PW6620 (!try Missile mpaco Florida Department of Business & Professional Regulation Page i or I Building Codes and Standards 115ao18 Product Approval Application Detail Eray tek Daft tebPw®m 20 Dgdeat vatMabri e, validated aghmmid FBCAmnwed Aggm,d At" Bond Slsager American ArduBeWaral Sown M. Udch, PE 12MM17 12MM047 Vaidebtl (717)305-M Manufacturers; Association (717)3174454 baMmper@rgiwd.00m Qualifier Assurenew, Averaged fords A■nmill far ties I>.at DsJ■ or p 4 Outside,D1vHZ laidatai P- 52x84 FINFlssge Frame ICx15G Single Hug 10092018 No Yes No +80140 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of 1 115=18 Eraor 2im Deb lei 2im Contact P.Dgk &U- Yawn Ifatkotad ammma FISCAgpmnl Aaggrsa Glatt, Dan Ruad Wwd4)ade BCCO-CER Miarni-Daft BOCCI -VAL 122=17 12RHM17 12252617 Approved (941) 48fs61OO (788) 315.2590 dmerkdlipg0ndugrieawm Quality Approved for Aoingvedfor the dageat Borden EMOELGRadom SnntrirdEt a In HVHZ 2WIWLM lint PmMm Vinyl Fleed Window 04300020 Yes Yes Yes WA -6--1 a) N r Cn _ Ca }, L 0-0 .� CU U C O O O 0 ^^'' W 0 U O M M -0 CD^ E CIO O 0- Cn m .= C CL Cn CD C) C: -+M-i CU U Cn -t:: ICU c/) Leass 0 Laaa V� �W V m cW G Z Z Q J SHEET NO. PA 1,1 a --a N O C- to N �. L O CO C '0 . Cn N :3 M ICU 0 0 .O 0 N O E ICU 0 E O .w -a O L L Q (�� O U) Florida Florida Department of Business & Professional Regulation Page 1 of+ Florida Department of Business & Professional Regulation Pap 1 orf Florida Department of Business & Professional Regulation Page 1 al Florida Department of Business & Professional Regulation page I oil Building Codes and Standards v52015 Building Codes and Standards 1152o1e Building Codes and Standards 115420141 Building Codes and Standards 1152m9 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLsf5272-R2 Code Ender or Data Data rob Pending Dole FL9iS2724t2 C3L d'n L Data Dds Was Ponom 220 Fl.010124-R30 COJs Entlb or Dolo Data Dots Panderer Data ! 220 F.Mb as Deb Ra omit POKWag 2im MM Vanaloa Mamdoetum Contact Valkbtad By Validated ShAmam9 FBC A—[ Atuhroved SMhn mm version tlanldardgbi cooled E-krear&Lkansa Validated By Wadded Submitted FBC Aommul A■mreII amhm mm V-1411 Manufacturer comod En kY &.Lk— Validated By Validated Submitted FBirAgairovat Amtcasd st to Milan vaselon ManufactLs Cooled Emak Si Lkdg! Vmlddel Bit Volidalad Submitted Jul A,,,,,ed Ali" Revision 2017 Aside - - Nick Thompson Lyndon F. Schmitt. P.E. Ryan J. King, P.E. 111042017 IOM312017 10/112017 12/122017 Approved Revision 2017 Mid. Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/0412017 101032017 10/11/2017 12/122017 Approved Revision 2017 GAF Michael Seth Robert W— John W. Krui evkh, PE 09272017 0/1202017 ORM&W17 12/122017 Approved Revision 2017 TAMKO Building Products, Inc. Kam Eden Zachary R. Pried Locke Boyden 10110=17 IOM52017 10/202017 12/122017 Approved Category: Panel Wails (330) 922-2389 PE-43409 (813) 767-6555 Category: Panel Wells (330) 922-2389 PE 43409 (813) 767-6555 Category: Roofing (OW) 11 PE-69186 (954) 7726124 Category: Roofing (417) 824-88H PE-74g21 (334) 300-1800 SubCabgory: Sofb nt hompeonllialsMe.cem Subcategory: Soffda Thompson@aNbe.com Subcategory: Asphalt Shingles metbh®gat.com Subcdagory: Undertaymamt lurr(„eden®lamko.com Complknn Method: Evaluation Report from a Compliance Method: Evaluation Report from a ComplWres Ill I : Eva uatim Report from a C—pllsnea Mstlrod: Evaluation Report from a Florida Registered ArWhect or a Licensed Florida Florida Registered Architect or a Licensstl Florida Florida Registered Arrhmed or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer Professional Engineer Professional Engineer FLM5272R2 Products Quality Assurance Agnroved for use Approved for Use !m■d B4elgn FLa18272423 Product 9tIL-his aaaare Aosawal ter Use JpyW Das(gg utb QwMb Assurance Approved for Use Anrerovad for Um linglgf Dow- 141.01423211412 Products O(pft,Assimences Approvoil for Use Approved for Lim lMRINI gmdm aeon Product Modal. Number or Name Prodkror Desodation Contract Expiration Deb In NVHZ outside HVHZ Resident Pressure Sane Product Modal. Number or Name Product Description ComnG EmlMion Dab in HVHZ Oultelaile Resident Joins gaol Product Medal. Nueaber or Nema Product DeecdoOon Corlett Expiration Dam In HVHZ Outside KVHt ZMIMWPressure Ala Product Model. Humber a Name Pro"0ssodolim Contract EMmtlm Dab In Outside Resistant 1 a. &qupi;2T&qwt; Sofa Vent ar Solid Vinyl Spirit 121312020 No Yes No NIA 2 b. &qud;Allknw T4&quol; Soffit Vent or Solid Vinyl Soffit 12I312020 No Yee No N/A 1 OAF Aaphas Roof Shingles Fiberglass reinforced 34ab, laminated, 5-tab and 1012012018 No Yoe WA WA 6 No. 15 UL Aepbes saturated organic fait 01107/L019 Yes Yes WA WA hiphldge asphalt shingles Grand.Search Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FLt18918-R2 Code EndW or ]Lea Voisin m Mnuf&clu Contact Ermkew & License Validated By Revision 2017 LV. Thompson, Im dba Thompson Arotri eWrrel Tony Christman Zachary R. Priest Locke Bowden Metals Company (TAMCO) (813) 248,3456 PE-74021 (334) 300-1800 Category: Roofing tony®gometolooMg.ccm Subcategory: Roofing Accessories that are an Integral Part f me Roofing System Compliance Method: Evaluation Report from a Florida Registered Arclified or a Licensed Florida Professoriat Engineer FLSIMS-M Products Page t a 1 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fia1881&R2 Dew Dens Deb pendloo DOW ggtlk EtMIN or Wadded Submitted FBCA-1 Agg[9yed Sm9a Ita Vinson Mamfactut 4L Contact End kww&License Valktsted By 101102017 10/102017 10/172017 12/122017 Approved Revision 2017 L.V. Thompson, Inc. dba Thompson ArcLlmWual Tony Christman Zachary R. Priest Locke Bowden Metals Company (TAMCO) (813) 248J456 PE-74021 (334) 30&1800 Category: Roofing tony®9ometakooflng.com Subcategory: Roofing Accessories that am an Integral Pad of the Roofimg System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLa189184t2 Products Pyal of 116/201e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FLa18918.R2 20 Data Mat Pending 21k 220 Endly or Yid submitted FBCAoorcri Anoctmi l Si" Mae Version Man9hotlm[ Contact En,k—&Licenss vAllddmr 101102017 10/102017 10/172017 12112=7 Approved RWWM 2017 L.V. Thompson, Inc. dba Thompson Archsactural Tony Chrisman Zachary R. Priest Looks Bowden Metals Company (TAMCO) (813) 2483456 PE-74021 (334) 300-1800 Category: Roofing tony®gometakoo8ng.cone SubCamgary: Roofing Accessories that are an Integral Part f me Roofing System Compliance Mahod: Evaeatm Report from a Florida Regislered Ardhaad or a Licensed Florida Professional Engineer Page 1 a 1 Florida Department of Business & Professional Regulation Paga 1 a+ 1/5,201e Building Codes and Standards 115=18 Product Approval Application Detall 1 WKdabd Submitted FBCAoD.Vd Amid Steal! IYa! ltlalffi fillanuffificturer Sda■rd EmilealfirAJLleaftoo Validates! By vauddw aghmod FRIG Approval Amtlmad Hlatm 10/10/2017 l a/102017 10/1772017 17JI22017 Approed Rsvisbn 2017 L.V. Thompson, ea dba Thompson Architectural Tory Cbhban Zadury R. Pried Locke Bowden 10110=17 10/10=17 10/172017 12/122/117 Approved Memo Company (TAMOO) (813) 2483456 PE-74MI (334) 300-1800 Category: Roofing iNry®8amebkoofin8.own BubCallegmy: Roofing Accessories that are an Integral Pad fine Roofing System CompRmn Msared: Evaluation Report from ■ Florida Reiglsfared Archbed or a Lkxneea Florida Probes real Engineer QuaRvAgyppgg Approved for Use Approved for the lmgmd Qesour Quality Assurance, Approved for the A-Mod.far Uss lmgad Boehm 91M9Bf.ABgrs— Approved for Use Approved for Use lM2W !1ookso Q Atortived.ier U, ANSI, dm■Gt posim am*_ Product Mods.NrmberorNarns Product Description CartradEmiralbnDab InNVHZ OutsideVNZ Rwift Pressure 3e90 Produck Modal. Number orName Product Description Contract, Excitation Dole d9.flvlls ommom IQ Resident Pressure egg} Product Model.Number orHarris Produmt Doigireffion contract EXCINUM Dim in outside Roselsiand Prft� 229.a Product Modes.NrmberorN— Product Desolation Contract Emokmion Deft InHVNZ owwft,jm lResistant Ili 1 TAMCO Flat Top OS --Ridge Vent with Ba111e for Tab 26 ga. static rod ventlletw with ba8b 09IM026 Yea Yes WA N/A 2 TAMOO Gooseneck Vent 26 ga. 091092026 No Yes WA-01d2.5 3 TAMCO Off -Ridge Roof Vent with same 26 ga. $test roof venglffior with integrated baffle O=912026 Yes Yes WA WA 4 TAMOO Round Top OR -Ridge Vent with Sallie for Tali 28 ga. alafip roof met gatwwth bame D9N912028 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Rage 1 of 115rm18 FLa21ss04hf Code Entity or Data Data Date Pimillm Do% LM Version Manufacturer contact Enalm orA, License Validated By Validated Suhmtlm9 FBC Aopreval AggrsLred Mime Revision 2017 Florida Metal Products Inc. Clark Jones James L. Bucker, P.E.Q Michael John Remer, 1012WO17 10/052017 10272017 12/122017 Approved Category: Roofing (904) 783-8400 CBUCK Engineering P.E. Subcategory: Roofing Accessories that are an cladklitlkmco.com PE-31242 (561) 414.7557 Integral Part f the Roofing System Compliance Method: Evaluation Report From a Florida Registered Architect or a Licensed Florida FL 215e&R1 Products Professional Engineer Set- Produd Modal. Number or Name Quality Assurance Product Description Contract Expiration Deb Approved for Use Aporrived for Use lorlitict Deem¢ in NVHZ Outside HVmIZ Florida Pressure 3 3- FLAMC0"RV lO Ridge Vent" Aluminum Ridge Vents for pibhed roofs fabricated 12/3112020 No Yes No WA from 0.025' Aluminum Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 Of 1 1/52018 Florida Deparhrlent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O. t of 1 Florida Department of Business & Professional Regulation Page 1 a l 1152016 Building Codes and Standards 11r=18 Product Approval Application Detail FLAIM11- t11 code Entity ar 2212 Daft Dab Pmdm Dodo FLl78494t11 220 Enftgr Dow Bids Dab Pending 2111 Mail Version MormJgghlL4< Emdr—&License V,lldetsd By Validated Saturated FBC Aterroyal Approved ARM Iygg version MausufactnlL Contact Egger Validated By YglkkAp Submitted FOC Amlrmtd Amtmnd $Yta Revision 2017 Bored Roofing / MonbrLHetle Thomas Jemmett LAPMO Unaorm Evaluation Gary W. Walker 10/18120f 7 10/062017 10212017 Approved Revision 2017 Sorel Roofing / MonierUfaMe Thomas Jemmeti IAP1%0 Uniform Evaluation Gary W. Weaker 10/f a2017 10/0812017 10121/2017 Approved Category: Roofing (602) 269-2288 Services LLC. (205) 854-0160 Category: Roofing (602) 269-2288 Services LLC. (206) 854.0180 Subcategory: Roofing Tiles gromaajammatl®borad.co SubCals": Roofing Tiles lhomaslerDleMbcral.. Compliance Meshed: Evaluation Report from a in compliance I a c : Evaluation Report from a in Product Evaluation Entity Product Evaluation En81y FLfr14941t11 Product FLFr8494ti1 Products Antinviad for Use Useoubwmvmz bog Dow - Eat Product Modal. Nueniar or Nees � Contract HVHZ ) j ago Product Me" Number or Noma ResistantjIJ'�4 27 Vt. 900 Medium Prase - Denver 10104201a No Yes WA WA 28 vita 900 Msdun Prfae-Lotus Wales, FL 10004=8 No Yes WA WA Soaleh Criteda 1 Search Gillette Florida Department of Business & Professional Regulation Pope of Building Codes and Standards 115rm18 Product Approval Application Detail Florida Department of Business & Professional Regulation Pr9e 1 a+ Building Codes and Standards vsrmle Product Approval Application Detail Florida Department of Business & Professional Regulation %pe 1 at Building Codes and Standards + 52o+a Product Approval Application Detail Florida Deparment of Business & Professional Regulation Pap.l orl Building Codes and Standards 115=18 Product Approval Application Detail FLi/a49-Ril F1a78494t11 it ffiLt HalS"All Qft EDL?Y a Dow Oahe Dab Pmdno Pali code E^�hLa Dab. Dow Ddo Permits 21M COO Eider or diet tom! Data Dab Cod! 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Number or Pneduct Description contractjExdmdm,Date in HVHZ amide Rnhftd Pleased, 16 Saxony 900 Flat Profile - Rialto, CA 1DM42018 No Yea WA N/A 17 Saxony 900 - Country Slate, Hartford Slab, Shake, Slate, Flat Profile - Stockton, CA 10012018 No Yes WA NIA 18 Saxony 900 - Country Slate, Shake & Slate Flat Profile - Hendemon, NV 10/0412018 No Yes WA WA 19 Still 900- Country Slab, Shake, Sim amp; Spill Flat ProM1b - Lake Webs, FL 10104=18 No Yes WA WA Split Old English Thatch Shake Search CrftKb Search Criteria atualth rotted. a fessional Regulation PeVe 1 a 1 Building Codes and Standards trs2oia Building Codes and Standards +r62ofa Building Codes and Standards 1/s2wa Bolding Codes and Standards tlsrmta Product Approval Application Detail Product Approval Applkatlon Detail Product Approval Application Detail roval Application Dstall Product AppEaft Ftl7U9R11 o.b om Dole P.ndlm � FLsf5o7ea,a � �« )x� o.te Dow p.nalna 2tl! 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P.E iW2a2017 Re•Appy Category: Roofing (802) 288-2286 Services LLC. (205) 054-0180 Category; Shutters (954) Mg-7545 PE44167 (954) 772.8224 CaNgory: Shutters (954) 889-7545 PE44767 (954) 772$224 Cehagory: ShulEers (681) 712-0882 PE1g46549 (954) 947-086O 8ubCreBo7: RmBng Iles thomee.lemmelt�borel.co SubCre9ory: Stain Panels dm.robinaonQgppent.mm Subcaegory: Storm Panels tim.robkuon�9ppenLcan BubCregay: Storm Panels mikalr��anleriuwhulb Complbnw Method: Evaluation Report from a m Compliance Method: Evaluation Report irorrl a Comgbna Method: Evaluation Report from a t•omgbnce AIeUIod: Evaluation Report from a ra.mrrr Product Evaluation Entity Florida Registered Architect or a Ucerreetl Florida Florida Registered Architect or a Licensed Florida Florida Registered W Cl) Al O V! L Q O O cidQ_ N N C iCS to O O O O � O L.L CIO 0 ta)_ tQ .� _O i O �- .� U) Q ■ O U ■ Cn Tf O V / `�7 O O U VI W U W Q Z Z Q J SF e NO. 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