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35958 Saddle Palm Way
4 r - ^ ------------- 1/2,41/2' Q �:. ■ ■ RECE55 ■ ■ ■ ■ ■ IF ■ a � 1'-4' 3'-4' 1'-4' 1 I k X-0� o 0 � I Tn 53 1=1' 53 - - - H 53 / 1 \ 53 6'-0' L 1'-4' 13'-4' TO END WALL I. l'-4' CLCYHIILM -(-) I-Ilitrr. i ELEVATION CAN BE NO MORE THAN 1-1/2' BELOW TOP OF EGRESS DOOR THRESHOLD. FIELD VERIFY. -4' TO GARAGE WALL FAFM L FOUNDATION FLAN - ELEV. 11511 SCALE: 1/4'= I'-O' 3'-E LOCATI I r-INDICATES (1) +5 VERT. REBAR IN MASONRY CELL A/C PAD FILLED SOLID W/ CONCRETE. VERT. REI1F. SHALL BE HOOKED INTO SEAM ABOVE 4 BELOW. PROVIDE 25' MIN. LAP WHERE SPLICED 4 WIRE TOGETHER 50'-01 'X3'-6' A/C PADS - �N (MIN. 3' ABOVE 5'-4' S' 4' 5' 4' 2' 8' 4' 2' 6'-4' 5' 0' 3' 8' 3' 10' 1' 4' 3' 4' 3' 8' FINISHED GRADE) - - ---- ---4 - -- - ------ 31-09x6'-8' CONC.PAD J ELEVATION M HU3. J 56 (-) 04 AC PAD t56 r z z RECESS SLAB z I REF. ' SI� DW - - s 0 �I 0l 1 RIM �I L _ I 1/2"d, AT %DPh R-Lu .n a I n I n 5'-1 1 -- I T-6' ----- --- 1' 9' 1 ELEVATION AT 0'-0' I I I I ■ I (ASSUMED) T Liu" 1 31/2' MIN, (4' NOMINAL) CONC. SLAB ON GRADE I I � 56 I W/ bxb WI.4 x WI.4 MESH IN TOP OF 11/2' OF SLAB I _ •, I _': I OR 4' FIBER MESH CONC. 5LA13 OVER POLY I '- -- I .. I — - .n VAPOR BARRIER ON COMPACTED AND TERMITEI II' �' I + TREATED GRANULAR FILL I -- - ELECTRICAL - - - - - - - - - - - I----------- ---- I CONTROL JOINT I' - ----- --I ------ --- I--!---�-- ■- ■ I DEEP INSTALL UNDER4ROUND PVC :........ L...-__... 1 FOR ELECTRICAL WIRES TO I , - ISLAND CABINET I I I I _ I -STY. FTG. 2-5TY, I=Tl b 9 10' 9 8� 8 10 --------11-8K- - ■ /--� I %T ,T ; ■ - n. I 531 ELEVATION (SIMJ S3 I (-) 0' 2 - �r co - ,n ■ CONTROL JOINT I 1=3 I FOOTING ONLY REQ - I' DEEP (SIM.) W/ OPT. GAS W.H. CC i i 4 PIPE BOLLARD I■ Il' 0 3/4' TO POUTING ........ ---_............._ zl zl A I 4' STEP 1 53 =� m 1I CONTROL JOINT 1- a o = a ■ � ('DEEP --------- -------- = ------------------------- NOTE: - _ .— �_ ■ --- _ - . , PROVIDE GAS DROPS (IF REQUIRED) I e , FOR ALL GAS APPLIANCES. ,;r:'t.:.:::::_. LAv. C I (VERIFY LOCATION OF ALL GAS I H.B. H.B. APPLIANCES ON FLOOR PLAN Q . .............L_......._..........................-............. ....................... PRIOR TO ANY CONSTRUCTION) I - - - — - - - - - - -CONTROL JOINT I I II' 0 3/4' TO FOOTING _ 2-STY. G. _ - 1-STY. FTC, - ol _ _ - - T-0�1 2'-1' I DEEP 101-0'----- ■ "' ■ 1 �. I 1 ■ ■ ■ RECESS IN ■ ■ ■ ■ ■ ■ ■ NOTE: PROVIDE 11/2' DEEP x 13' 1 L NOTE: PROVIDE 11/2' DEEP x 13' J WIDE RECESS, AND EXTEND b' I I 53 WIDE RECESS, AND EXTEND 6 53 BEYOND AT EA END BEYOND AT EA. END I A e 1 1'-4' - 3'-4' 1'-4' I 1 I I 0� 0� I 0, ELEVATION CAN BE NO MORE u THAN 1-1/2' BELOW TOP OF ■ ■ ■ ■ - - - F ;1 EGRESS DOOR THRESHOLD. - FIELD VERIFY. FI 53 F1 2'-10' 3'-10, 3'-10' 1'-6' 1'-4' 4'-8' 2'-0 -0' 16'-0' 2'-8' 8'-0' 12'-0' 8' 8' 29'-4' -- — ------------ ------------------- 50'-0' ----------- - -- 1 FOUNIDATION FLAN SCALE: —I -4' = I'-0' 6YMBOL5 BUILDING SECTION KEY (Section No. over Sheet No.) INTERIOR ELEVATION KEY (Elev. No. over Sheet No.) DETAIL KEY (Detail No. over Sheet No.) 0 WINDOW SCHEDULE KEY (SEE WINDOW SCHEDULE SHT. ) 0-� STRUCTURAL NOTE O -+ HOSE BIBB H.B. O FOOTING SCHEDULE O Mr, P SIZE REINFORCING DEPTH FI V-0' x 2'-0' (4) 05 EACH WAY 12, DEEP F2 3'-0' x 4'-6' (5) 45 (SHORT DIP-) (1) 45 (LONG DlR.) 20' PEEP F3 3'-0' x 5'-6' (5) 05 (SHORT DIP-) (8) 05 (LONG DIR-) 18' DEEP* F4 2'-6' x 2'-6' (5) S EACH WAY 16' DEEP + INDICATES DEPTH BELOW THE GARAGE FINISHED FLOOR FOUNDATION NOTES: 1. SEE SHEET SIN FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEIL 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 16 DESIGNED BASED ON 2000FBF 501L BEARING PRESSURE. CONTRACTOR/OU)NER SHALL VERIFY SOIL BEARING PRESSURE OF THE PROPOSED SITE. NOTE: BORACARE TREATED LUMBER 15 AN ALTERNATIVE TERMITE PROTECTION TO 501L POISONING ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION ANY REVISIONS OR CHANGES, NOT 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. ALL WORK SHALL. COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES RE -VIEW DATE FEB 0 6 2818 CITY OF ZEWHYRHIL Pam§ � mNpn d& i q1 4 3 k f DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645,9698 www.danscoengineedng.com CA 25948 st o 0 N Z W o? CD Z ID N re) a�J� awEll� Z 00 < WwCD Z Lu 0 o ILD d- NJ L1J m LLI Q t) — O 3: W � Q OUi.() Lu j 'L -1V Q /U LL 12 Z-, `ro w Lo Q Q Q 90'.� 00 N LO W U L 0 CIO Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING J NG 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 H IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. © 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOU( WRITTEN CONSENT FROM LENNAR CORPORATION. © 2018-TH ESE DRAWINGS A ND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE 12.13.17 _DESCRIPTION 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 VERSION NO. / 04.30.18 -1.02 �56�1Pr®41ai4elu4? P&� tat cam nc �- LLJ m W b(MZ W Lu Z lu c y it Z QLY Yul lu ❑ SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: JH REVIEWED BY: TH 1 I 1 n 24'O/C MAX, OWN 0 04�Ei HURRICANE ANCHOR PER UPLIFT SCHEDULE b' DIA4 STD. STEEL PITS FILLED SOLID W/ CONCRETE DBL. S.P.F. TOP PLATE EMBEDED PIPE PROTECTED W/ CATALYZED POLYURETHANE WALL SHEATHING, SEE TYPICAL CONC. SLAB, SEE PLAN 2-STORY WALL SECTION DETAIL 2x S,PF. STUDS a 16' O.C. 2 ROWS, 5/6'xl0' 'J' BOLT W/ 8' EMBEDMENT STAGGERED 9 24' \ \ 1 O.C., W/ 2' DIA x' WASHER CONC. FOOTING, SEE PLAN 6 MIL VAPOR BARRIER USP MSTAM24 (OR EQUAL) W/ (9)10d 2'x8' P.T. PLATE COMP. SOIL, SEE PLAN �/ 1 INTO STUD 4 (5) I/4 x2-114, TAF'CONS f-WEEP SCREED INSTALLED PER INTO cM<l MANIF. PIPE 5OLLARID DETAIL U5P MSTAM36 (OR EQUAL) W/ (13)10d 8'x8'xlb' Ko. BLOCK W/ (1) 05 CONT. 4 FILL SCALE: I/2' INTO STUD 4 l8) I/4'x2-1/4' TAP'CONS SOLID WITH GROUT =1'-0' INTO CMU BOTH 51DES OF WALL i EA STUD (CENTER STRAP a TO.M.) MASONRY WALL (DESIGN AS CANTILEVER) 1/2' CDX PLYWOOD OR lnb' O.S.B. SHEATHING- REQV. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ Sd COMMON NAILS a 4' O.C. e BOUNDARIES, b' O.C. a EDGES, AND a 12' O.C, FIELD 5/Vx 10' 'J' BOLT 6 24' O.C. W/ 2*3/16' PLATE WASHER (TYP) 2' 3 1/2" MIN. z 3 1/2"(min.) - 4" (2) 05 CONT (1) ROW 2x BLOCKING a MID HGT. FOR WALL HGT. S 6-b'. (2) ROW5 2x BLOCKING 0 3rd PTS FOR WALL HGT, > 81-b'. SEE SHT 53 FOR INSULATION CHART 2x STUD 6 EA. FLOOR TRUSS (24' O.C. MAX) USP SPT22 CONNECTOR 2x P.T. BOTTOM PLATE 6xb WIA x WIA WWF OR FIBERMESH �D P A 4 (:D WALL 5 CTION 0 POWER SEET YP. 2-5TORY WALL SECTION FOR SCALE: 3/4'=1'-0' ADDITIONAL INFORMATION. i°d'x(o' LAG USP M5TC40 SCREWS AT. ABOVE 6' O,C. STAGGERED // 31/2'(min.1- 4' USP MSTC40 USP 14TTI6 ABOVE U.N.O. MIN. 5YM50LS BUILDING SECTION KEY (Section No. over Sheet No.) INTERIOR ELEVATION KEY (Elev. No, over Sheet No.) DETAIL KEY �- (Detail No. over Sheet No) 0 WINDOW SCHEDULE KEY (SEE WINDOW SCHEDULE BHT. ) (- STRUCTURAL NOTE O -H HOSE BIBS H.B. AREA TABULATION MODEL 2985 15T FLOOR LIVING 1355 SF. 2ND FLOOR LIVING 1644 SR TOTAL LIVING 2999 SF. GARAGE 649 SR COVERED ENTRY - ELEY. 'A' 45 S.F. COVERED ENTRY - ELEY. 'B' 39 SF. TOTAL AREA: ELEV. 'A' 3693 SF. ELEV. 'B' 3661 S.F. * * * * * * A.N. STAND DIMENSIONS GAS = 6' H. x 36' W. x 52' L. ELEC.: = 24' H. x 30 W. x 52' L. ****** NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.H. To BE ALIGNED. * * * * >�a CONNCION DI SCALE: N.T.S * * * * NOTE: ALL INTERIOR ANGLE WALLS ARE AT 45 DEG. * * * * WINDOW SCHEDULE FIRST FLOOR WINDOWS MARK TYPE ROUGH OPENING HEAD HEIGHT CLEAR OPENING CLEAR OPENING 5F. SILL HEIGHT A 355H 54' X 63' 1'-0' 48312' WIDE X 2625' HIGH 881 S.F. 1'-10' B 235H 38, X 3V 1'-0' 33312' WIDE X 15.15' HIGH 3b4 S.F. 3'-10' C 25SH 38' X 63' 1'-0' 33312' WIDE X 15,15' NIGH 52a SF. SECOND FLOOR WINDOWS MARK TYPE ROUGH OPENING HEAD HEIGHT CLEAR OPENING CLEAR OPENING 5F. SILL HEIGHT D 2554 38' X 63' (FRAME) 1'-2' 33312' WIDE X 2625' NIGH 5,89 S.F. T-1' E 1/2 336H 21' X 39' (FRAME) 11-2' 23312' WIDE X 15,15' HIGH 255 BE 31-1111 I A/C PAD 50'-0' -0° 5' 4' 9' 6' V-4' -11 10'-3' ---- - - -- -10 ---- ---- -------------- ----- - A/C PAD (SPAN OVER +242 / / 26.4 P'SF 14OMPH 2 OPENINGS) i 140MPN MPH __ H.B./`; F,21,T61-21,1 P5F 140MPH+26,1 0 -� / -298PSF 145 MPH +242 / -2E4P +23,4 / -25b P5F 8.4 P5F 145 MPH® +26.1 / -28145 +252 / -215 P5F ;:�MPH \ 6068 5L.G1,D ,, , : - - - - -O.H.C. - = c_=: 1-01Is6..'; 01 s4 II DWG REF.- - SINK �- - \` 19'-0" 8' I I11 \ HEN�`- kT N FL CLG, \ X 'NOOK\ 34' HICSH 10CE WALL,BELOWt I FAMILY ROOM( : \ \ \ ia�r,TE: E ' . L'- R xtE1151oN I- _ - \ I8'-4' x I6'-6' dI V-V FLAT GLG. '':, 12t1' x I6'-6' . ` ;r \ 8'-8"F(cAt CLCx. \ __- ---� \ I o \ \ \� \ \ \ - \ .r 26f�8\ S6 ol X �. ` Im'_ I0' C : - TO' COLD p GG (W/ STUDS a g 1/2 WALL OR SPINDLES 1' TO COLUMN L s3 S3 EA TRUSS) PER CUSTOMER SPECS. \ 5 . 4 - 2- - -` 1 - _-6' D 5 SHELVE l5) s3 m aD r S LLl 'aF �51ER,5 UP 1653 Lu,uzoE' 8 S6 FRM. SHEAR WALL 2 2 � M -- - --- `° 10' T. 4 /-1 b' Iz - - (SIM. W/OUT METAL A 0 �o o INSULATED WALL I UPLIFT 4 (2) STUDS Ca THRESHOLD S3 3 T a EA. SET OF TRIM) PROVIDE FATHER PIPE BOLLARD (W/ 3 STRIPPING AROUND OPTION GAS W.H. ONLY) r 5T01 AGE �s6 e PERIMETER OF DOOR SEE DET. A/2 �, UNDER----- STAIRS 8' HEAD HG'T. ' 53 (SIM, W/OUT 3 C,4RA1R,4C� NOTE: W.H. SHALL BE ELEVATED MIN. 18- ABOVE GARAGE FF. W/ 301-0' 20'-6' UPLIFT x OPTION GAS W.H, ONLY 8'-B' FLAT CLG. ----- TB 2 5' 10� 3' 4' 4' I I': 5' 5' \ EA�T�6D _ 19'-10' ID -I0.__ ------ --- __ _-- - - -- ---� ---_ -� r 2066 8-, LAT � G. - 22' x 36' ATTIC _ e -'� _ �;; r� 4 STEP ry �- - -- - -� ACCESS ABY. W/ 1 N :P 22 X39 R.O. W.C. LG. , ` \� LINE OF GARAGE DOOR LINE OF GARAGE DOOR HB SHVS. /` 1 ' IN OPEN POSITION IN OPEN POSITION ��� �53 I I � 12 -8 6, - I I I 20 -2 Ba 10 10 ---- - -- - -'--------------- ------ tI1 FLEX K K Is, K �' 1 1 12 -0 x 12 -0 V-V FLAT CLG. , 84 ib'-0' x 1'-0' 54 _ 6K 54 H. GARAGE DR V-0' x 1'-0' O.H. GARAGE DR S6 S3 -- - - - - I +223 / -253 PSF 14OMPH +242 / -21.1 PSF 145 MPHI A - - - LINE OF 2ND � - - - -- - - �8 3 - - - S3 (51Ma 53 FLOOR ABOVE +21.4 / -138 P5F 140MPH LINE OF CANTILEVERED _ -26b PSF 140MPH +248 / -21� PSF 14OMPH -28b PSF 140MPH 145 MPH +23,1 / -25b P5F 146 MPH 2ND FLOOR ABOVE (ELEVATION '139 ONLY +24.8 / -32.1 +26.1 / -35.1 145 MPH +26,1 / -29,0 PSF 145 MPH PORCH 64, CL'G. HGT. _ ----- - ,4 ©) I S3 (SPAN OVER I 2 OPENINGS) 3'-10, 3'-5' T-0' 4'-V 2'-O' -0' I6'-0' 21-81 8-0' 1'-81 124' 8'-8' -- -- -- - -------- -- 4' -- _2' - .-_�_--- --------- 50'-0' __- -_.- --- - ...------------- - - -- (DLOWER FLOOR f=)LAN - SCALE: I/4'=1'-0' ( K +24.5 / -26b PSF I 14OMPH '' F CLG I 94 +263 / -28b P'SF 1145 MPH 1, 77, LINE OF 2ND 5TORY s PORCH n IL, 10 8'-8'CLG, HGT. FLAT SOFFIT g -- -16' 50. CMU COLN, BASE -- 5EE DET. 9/45 FOR I'-4' 3'4 I'-4' I'-4° COLUMN DETAIL 13'-4' TO END WALL 1'-4't,29'-4'TO GARAGE WALL MARTIAL LOWER FLOOR PLAN = ELEV. 11E311 SCALE: 1/4'=1'-O' DIMENSION CONVENTION & EXTERIOR OPENING DIMENSION -OUTSIDE FACE OF 8" NOMINAL BLOCK 4" FRAME: WALL_ U.N.O. LEGrENO VERTICAL REINFORCMENT 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) FILL CELL t0 ONE COURSE ABY PIPE (NO REBAR) CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOt TO BE FILLED UNLESS SHOWN ON THE PLAN) 8'-8' TOP OF MASONRY BEARING WALL 2X STUDS * 16' O.C. W/ 1/2' GYP. (UN.O.ON PLAN) 2X STUD W/ i/2' GYP, FLOOR PLAN NOTES I. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-IN5 MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER F13C 1103). 3, *-DENOTES EGRESS WINDOW 4, GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE MANUFACTURER 5. EXTERIOR WINDOWS AND DOORS SHALL BE LABELED WITH A PERMANENT LABEL, MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND PRODUCT. b. LISTED WIND PISSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN PRESSURES, FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE DIVIDED BY 06. 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 LE55 THAT 13/6 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE SHEET STEEL,1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS I DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE. 16T FLOOR sTRLZTu;Q,4L NOTES lO PROVIDE (1) 0 5 CONT IN 8" PG LINTEL 4 (1) 0 5 IN 8" KO BLOCK ABOVE DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Flodda 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com CA 25948 o 0 N Z W O� 0 z d �LL LLj z �aaM 00 < z uj Lu J O mi o �o L�LJ m uj L =0 W Q 0:�0 _ Lu n ' w Lu Z < 0 U04w 00 00 LO LLJ U IO "11::;: () O7 3 FILLED SOLID WITH GROUT. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL O PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL NOT USED BUILDING CODE, SECTION R301 FOR O3 PROVIDE (1) 0 5 CONT. IN S" P.C. LINTEL W/ 2" RECE55 4 (1)0 5 IN 8" KO, BLOCK 140 MPH (Vasil=108MPH), 3 SEC. GUST, EXPOSURE ENCLOSED (INTERNAL �/�`� / ABOVE, FILLED SOLID WITH GROUT PRESSURE COEFFICIENT =t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS 4 (2) 2x12 5P"2 HEADER W/ 1/2' PLYWOOD FLITCH 4 (1) U5P LSTAIS 0 EA. END. AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWNGONLY. PROVIDE (1) JACK 9 EA. END OF HEADER W/ (U USP HTTI6 a BASE LINO ON THE PLAN. (REFER TO DETAILS N/54 4 Q154 FOR ADDL. INFO) © 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. � ,,I (3) 2X4 BUILT-UP COLUMN 02 18-TH ESE DRAWO HE OINT PROPERTY FINGS DANSCO EANDDNGIN ERNGARETLLC AND THE CLIENT ON THIS PROJFCr. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. O (1) JACK UNDER HEADER AND (3) STUDS W/ (1) USP Httib BASE REVISION: �i (5) 2X4 BUILT-UP COLUMN W/ USP HTTI6 9 BASE DATE DESCRIPTION - 12.13.17 1.00 6TH 17) FBC OS (2) 2x6 BUILT-UP COLUMN W/ USP HTTI6 6 BASE TESD. UPDATES _ 12.29.17 _ _ 1.01 PLAN REVISIONS TO HVAC SPACE & ELECTRICAL 04.30.18 1.02 REV. FLOOR TURSS LAYOUT O (3) 2x6 BUILT-UP COLUMN W/ USP HTTI6 a BASE -- O9 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR PAU44 a BASE, -- 1 PROYIDE MIN, b EMBEDMENT INTO SIMPSON = I -Al- EPDXY OR EQUIP. FOR VERSION NO. 1.02 / 04.30.18 ANCHOR BOLTS :Do (2) (2) 2X8 SFK BEAM W/ USP 14TW20 is COLUMN 4 USP THD28-2 MASONRY HANGER At WALL END, USING (6) 3/16' X 13/4' POWERS FASTENERS. EXTEND BEAM PAST ' k' x ✓ `ag3 COLUMN TO SUPPORT GABLE TRUSS, C4 .�. r ✓ff 11 (2) 2X8 SPM BEAM W/ USP THD28-2 HANGER 0 END 4 USP THD28-2 ' n . BEAM MASONRY HANGER 0 WALL END, USING (b) 3/Ib' X 13/4' POWERS FASTENERS. : • ' r I L1-I NOTES: ` ' �n� M`. 1, POWER BOX LINTEL (18 GAUGE) CAN BE USED IN LIEU OF FNECAST LINTEL FOR EQUAL DEPTH 4 , <. a a T d REINFORCEMENT INFO AS INDICATED ABOVE (REFER To POWER B0X LINTEL CATALOG FOR �' a 8 �4 MORE INFO) F "A 2. PROVIDE Mil 8' EMBEDMENT FOR HTTI6 ANCHOR BOLTS. ANCHOR BOLTS TO BE ALL THREADED ROD INTO 51MPSON SET-XP EPDXY, SIMPSON TITEN 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. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TOLu Q APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE H DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. a ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT W ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO Z 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. W C C c� a� Lu m 7- Lll c5y aI to _DN CV W� S-0 QLu ua • R312.13 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM SHEET TITLE: THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE LOWER FLOOR PLAN OF A SPHERE 4 INCHES (102 mm) IN DIAMETER EXCEPTIONS: GENERAL NOTES &INFO 1, THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY THE SHEET INFORMATION: RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE JOB NO.: 381319 OF A SPHERE b INCHES (153 mm) IN DIAMETER 2. GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH DATE ISSUED: 10.09.18 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 DRAWN BY: JH FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT REVIEWED BY: TH DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS AS PER FRC 6TH EDITION (2011) R311.1.82 , • ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FRC 6TH EDITION 2 (2011) R311.1. S 00 d' LO SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB 8F12-oB 8F16-OB 8F20-OB BF24-OB 8F28-0B 8F32-0B 8F8-1B 8F12-1B 8F16-16 8F20-113 8F24-1B 8F28-1B 8F32-1B 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 1 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 m 8672 10294 11809 5-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547(3s) 7342(1e) 8733(19) 10127(19) 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168(45) 6036(19) 7181(19) 8328(2o) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37) 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 (47) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 (36) 4754 (4s) 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 1 755 1075 1 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 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 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1222 () THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS O�W@V_ SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060(34) 7917(19) 9311(19) 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 1 4242 6639 (,o) 8060(39) 7402(10) 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(46) 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 1 3129 4150 5891(4�) (#) 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 8F8 RCMU 3'-6" (42") PRECAST 1025 1024 1598 4'-0" (48") PRECAST 765 763 1309 4'-6" (54") PRECAST 592 591 1073 5'-4" (64") PRECAST 411 411 745 5'-10" (70") PRECAST 340 339 616 6'-6" (78") PRECAST 507 721 490 7'-6" (90") PRECAST 424 534 363 9'-4" (112") PRECAST 326 512 230 10'-6" (126") PRECAST 284 401 180 11'-4" (136") PRECAST 260 452 154 12'-0" (144") PRECAST 244 402 137 13'-4" (160") PRECAST 217 324 110 14'-0" (168") PRECAST 205 293 100 14'-8" (176") PRESTRESSED N.R. 284 91 15'-4" (184") PRESTRESSED N.R. 259 83 17'-4" (208") PRESTRESSED N.R. 194 64 19'-4" (232") PRESTRESSED N.R. 148 52 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 40 24'-0" (288") PRESTRESSED N.R. 91 33 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU 4'-4" (52") PRECAST 758 757 1164 4'-6" (54") PRECAST 694 693 1 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 foal a composite reinforced bears using concrete masonry units. GENERAL NOTES 7, Cast -in -place concrete may be provided in composite lintel in lieu of 1. Provide full mortar head and bed joints. concrete masonry units, 2, Shore filled lintels as required, 8. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 3, Installation of lintel dust comply with architectural 9. The exterior surface of lintels installed in exterior concrete masonry walls and/or structural drawings, shall have a coating of stucco applied in accordance with ASTM C926 4, U-Lintels are manufactured with 5-1/2 inch long notches at or other approved coating. ends to accorlodate 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 �G'3ffir� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T BF28-1T BF32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 3'-6" (42") PRECAST 1569 2655 3524 4394 5263 6132 7001 1569 2655 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 1363 2305 3060 3815 1 4570 5325 6079 1363 2305 3060 3815 4570 5325 6079 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 1207 2040 2707 3375 4043 4711 5379 5'-4" (64") PRECAST 1016 1715(11) 2276 (4) 2838 3399 3961 4522 1016 1715 2276 2838 3399 3961 4522 5'-10" (70") PRECAST 909 1567(1B) 208013) 2593 (9 3107 (6) 3620 (4) 4133 (3) 929 1567 2080 2593 3107 3620 4133 6'-6" (78") PRECAST 835 (12)1 1407(26) 1868(21) 2329 18 2790(16) 3251(14) 3712(12) 835 1407 1868 2329 2790 3251 3712 7'-6" (90") PRECAST 727 (23) 1065(26) 1624(31) 2025 (2e) 2426(26) 2827(2s 3228(24) 727 1224 1624 2025 2426 2827 3228 9'-4" (112") PRECAST 591 708 (2s) 1136 (34) 1474 (34 1815 (34) 2157 (34) 2500 (3a) 591 862 1318 1643 1969 2294 2619 10'-6" (126") PRECAST 530 575 (24) 916 (33) 1188 33 1461(33) 1736(33) 2011(33) 530 695 1180 (B) 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 (B) 1915 (6) 2187 (5) 12'-0" (144") PRECAST 470 (9 458 23 724 (3,) 938 (32) 1153 (32) 1369(32) 1585 (32) 470 1 550 940 (lo) 1302 1s 1560(13) 1818(11) 2075 10 13'-4" (160") PRECAST 418 (15) 386 (22) 607 (3o) 785 (30 964 (3o) 1143(31) 1323(31) 428 460 780 (9) 1159 (21) 1418(2o) 1653(1s) 1887 (17) 14'-0" (168") PRECAST 384 (15) 358 (21) 560 (29) 724 (30) 889 (3o) 1054(30) 1220(3o) 410 425 717 (9)1 1063 (2,) 1358(23) 1582 (22) 1807 (21) 14'-8" (176") PRESTRESSED 239 334 (21) 520 (29) 672 (29) 825 29) 978 (29) 1131(30) 246 1 395 663 (9) 980 (2o) 1303 (26) 1518 (2s) 1734(24) 15'-4" (184") PRESTRESSED 224 313 20 486 (26) 627 (29) 769 (29) 911 29 1054(29) 230 368 616 y 908 (2o) 1240 26) 1460 (2 1668(26) 17'-4" (208") PRESTRESSED 187 263 19 405 26) 521 (27) 638 (27) 756 2 873 27 192 306 506 (8) 740 (19) 1005(27) 1271(31) 1473(31) 19'-4" (232") PRESTRESSED 162 229 (,n 348 (25) 447 (25) 547 (25) 647 (25) 747 25) 166 263 429 B 623 (16) 841 (26) 1059 (30) 1227 30) 2l'-4" (256") PRESTRESSED 142 204 (16) 307 (23)1 393 (23) 480 (23) 568 (24) 655 24 142 232 373 M 537 (17)1 721 25) 905 (29) 10482s 22'-0" (264") PRESTRESSED 137 197 (1s) 295 (22) 379 (23) 462 23 546 (23) 630 23) 137 223 358 m 513 (17) 688 24) 863 26 999 26 24'-0" (288") PRESTRESSED 124 1 179 (14) 267 (21) 342 21 416 (21) 492 21) 567 22 124 1 202 1 319 (7) 455 (16) 606 (23)1 757 27 876 27 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS �040uqug SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30-1T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1668 2362 3056 3751 4445 5140 905 1668 2362 1 3056 3751 4445 1 5140 4'-6" (54") PRECAST 867 1604 2272 2939 3607 4275 4943 867 1604 2272 2939 3607 4275 4943 „ 5 -8 (68) PRECAST 675 1269t8 1797 2326 5 2854 2 3382 3911 675 1269 1797 2326 2854 3382 3911 5'-10" (70") PRECAST 655 120716 174611 2259 (1 2773 (6) 3286 3 2799 1 655 1233 1746 1 2259 2773 3286 2799 6'-8" (80") PRECAST 570 929 (16) 1530(22) 1980 (19) 2429(16) 2879(1s) 3329 (14) 570 1080 1530 1980 1 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 1s 884 (3z) 1222 (33) 1540(34) 1859(34) 2180 (34) 395 560 1072 1386 1701 72016 2331 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. LINTEL SCHEDULE NOTE, QUALITY PRECAST LINTEL IS AN ALTERNATE OPTION• REFER TO SHEET LINTEL 22 FOR LOAD TABLES• e d II OR n e 0 8 0 CASTCRETE 81716-113/1T E e d D n :'0. POWERBOX 8x16-1B/1T E e d noo a d n0e D D Q�e OR nee D D e ° o b 0 •o:.. CASTCRETE POWERBOX 8RF22--1B/1T 8x22-1B/1T H H e d �Q_ e d n 0- D D ode OR n�o a o e d e d U-6. ,00 .4 .0 CASTCRETE POWERBOX 8F24-18/lT 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. Example: 7'-6' lintel Type 8F32-1B safe gravity load = 6472 (15) 6: One #7 rebar may be substituted for two #5 rebars in 8' lintels only. w/ 157. reduction * 6472 (,85) = 5501 plf 7. The designer may evalute concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. OE (SPAN OVER 2 OPENINGS) O 0 (03\—(2) 8'x12'x1/2' O Q MINIMUM BEARING 0 PLATES WOOD SHORE (2-2x4 C❑LU BLOCK SHORE : MINIMUM)101 IT IS RECOMMENDED TO SHORE LINTEL IN THE MIDDLE OF SPANS GREATER THAN 84' AND LESS THAN 15'-0', ON SPANS GREATER THAN 16'-0' 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 TAP ❑+8'-8" AI - I - (UNLESS NOTED ❑THERWISE) H J E (ELEV. "A" ONLY) UE OE (ELEV. A" ONLY) (SPAN OVER 2 OPENINGS) 0 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. u 3 � . nAhvi%b.KBn n� ��'��. 3Thc 4 k ^h> £ S F 1a u�;k .................. . 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 CD N Z LL o� 0 p(% MQ0 J Ln � Lu 4 F�-aar%'1 � Q00 W UJ W .J 0 o L1J m LU Q —0 > L Q W ^ IL w oO u LU X J Q (WU (D L1J 0 _ Z 1 `� C) Qco4 V) U O•rl� o CV Q oI, LU U Li ( 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 (Vasil=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AN D SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. © 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY,OF DANSCO ENGINEERING, LC 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 VERSION NO. 1.02 / 04.30.18 M1ejg°Cad i3 fV <> - V i 7r n won+% �1� ��;✓ $ 00 UJ z LLJ 1--- LU NN dL0 N _^ UJ w 1:0_0 LU� Z Q Ld S Ili W ❑ SHEET TITLE: LINTEL PLAN SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: JH REVIEWED BY: TH 201 O Lo 00 I LO 1--- GENERAL NOTES: U CODES U ROMA BWWWS CODE" EDITION, 20n RESIDENTIAL SECTIONS R= t R606. Iz a BIl NG bth n zmn 19012 21m'I, FLORID UD CODE, EDITION, SWLDNG, SEC110N6 13 BUILDING, CODE REG1JR31NTS FOR REW-ORGED CONCRETE (AU 318-141 V OWNS CODE RE6115EMIM AND SPECFICATION FOR MA52W STIaIC I E6 (ACI 530-8 N ACI 530J-13) 15 AMERICAN SOCIETY OF CIVIL EJGHM MNMM DESIGN LOADS FOR BUILDINGS AND OTHER STR IC LI iE5 (4%E 1-10). 2J CONCRETE: 2J CONCRETE C112RESSIVE STIR36 N AT 26 DAYS 21J FW-CAST W5TATDARD REFFOICRM-4000 PSI MIN. 212 PRE -CAST UIPRESTRESB MWORCFJ'ENT-NM PSI 2J3 GROIA FW A61M C416 - 30M PSI 111 MAX 3/8' AGGREGATE, V TO 11' SLIM. 22 MWORCNG BARS: 22J STEEL PLACED N PRECAST LINTEL AT THE OF FABRICATION A61M A66 (GRADE 60) 222 STET. N LINTEL AND IONOCKOIJT BLOCK (PLACED N FED) ASTM Abb (GRADE 40). 23 FRESTRES5 STRANDS ASTM A41614W STRESS RELIEVED 210 KSI 2A DETAIL REIrFORCE'lt3lT N ACCORDANCE WITN AG 35. 25 CONCAVN3 OPMT 06 SHALL COMPLY UIITH ACI STANDARDS. 2b D45 M PER ASTM Aft 3)MASO W: 3J CC 4WM MASONRY WITS (Chill SHALL COWORI TO ASTM C-W, NOR % WEIGITT WITH MNMIUM NET AREA COMPRESSIVE STFEIIGTH 2OMISL 32 MORTAR SHALL COWORM TO ASTM C-210 TYPE 41' OR V 33 RILL MORTAR JOINTS ARE WOO 3.4 MINMM AGGREGATE 28-DAY CAIPRESSWE STRENGTH OF CI U AND MORTAR SHALL NOT BE I SS$ THAN FM • 20M PSL MASONRY STRENGTH SHALL BE ESTABLSED BY TIE 1Nlt 6TM36114 METHOD' OR, ALTERNATIVELY, BY TFE 'PRISM TEST METHOD' WNEfiE USM REG11114]MENTS NAVE NOT BEET MET. 4)STRJCUiA : 4J SAFE LOAD VAUD ARE BASED CN LNIELS RAVING A SEARING: IT V (WITH A MNMIM ACCEPTABLE BEARING OF 4' FER FLORIDA BUILDING CODE 6TH EDITION, 20n RESIDENTIAL, SEM R606b3 OR FLORIDA BWLDNG CODE 6114 EDITION, 20n WLDNG, SECTION 2104J 42 SAFE LOAD VALJES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 315 AND ACI 530 43 DESIGNER MAY EVALUATE CONCENTRATED LOADS Fl37M THE SAFE LOAD TABLES 5Y CALOUTM MA)"M RESISTING MMW AND SLEW AT d DISTANCE A914Y FROM THE FACE OF'ITE SUPPORT. 4A FOR LINTEL LENGTH AT VW OR GREATER VERTICAL CELL FILLED SOLID WITH GROUT AND MNIMIM ONE (U 9 VWCAL FEW IS REllllF>ED AT EAOH ED OP THE LINTEL 45 LINTELS THAT ARE GREATER THAN 14'-V CLEAR SPAN MST BE PROVIDED TEMPORARY Slt'PORT, NOT BE REMOVED WIL 2 DAYS AFTER GROUT PLACEMENT. SAFE LATERAL LOADS (PLF) 8" x 8" LINTELS LENGTH TYPE PLAIN SOLID DET. A DET. B 2'- 10" Precast 1105 2103 3- 6" Precast 689 1310 4' - 0" Precast 514 977 4' - 6" Precast 398 757 4' - 8" Precast 810 2459 5' - 4" Precast 430 836 5' - 10" Precast 356 690 6'- 6" Precast 410 818 7-6" Precast 303 606 7-8" Precast 392 1100 8' - 0" Precast 363 1037 8' - 4" Precast 318 981 8' - 6" Precast 234 467 9' - 4" Precast 192 384 10'- 6" Precast 151 301 11'-4" Precast 132 417 12'- 0" Precast 111 370 12' - 6" Precast 98 544 13' - 4" Precast 82 298 14' - 0" Precast 71 322 14' - 8" Prestressed N. R. 283 15' - 4" Prestressed N. R. 252 17- 4" Prestressed N.R. 183 19' - 4" Prestressed N.R. 167 20'- 0" Prestressed N.R. 167 21' - 4" Prestressed N. R. 129 22' - 0" Prestressed N.R. 120 24'- 0" Prestressed N.R. 96 N.R. = NOT RECOMMENDED QUALITY PRECAST LOAD TABLE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT PLAIN (0)#6L (1)#5U (1)#6L (1)#6U (0)#5L (1)#6U (1)#6L (1)#6U (1)#6L (2)#6U A B DET. A DET. B DET. C DET. B& C DET. D 2' - 10" l' - 6" Precast 2 - #2 2 - #2 NONE 2318 1550 3733 3772 3772 3' - 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 1436 952 2465 2504 2504 4' - 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 1065 700 1961 2000 2000 4' - 6" 3' -2" Precast 2 - #2 2 - #2 NONE 819 533 1625 1665 1665 4'- 8" 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" 1 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 T - 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" T - 0" Precast (2) D4.5 Wire 2 - #4 NONE 548 1001 1001 979 979 8' - 6" T - 2" Precast 2 - #2 2 - #4 NONE 483 777 720 552 692 9' - 4" 1 8'- 0" Precast 2 - #2 2 - #4 NONE 428 633 639 454 618 10'- 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 368 487 550 356 538 1 V- 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 1 330 544 544 430 507 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 308 507 507 383 475 12'- 6" 1 V- 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" 1 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 IT- 4" 16' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. N.R. 324 215 322 19' - 4" 18'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. N.R. 252 202 281 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE N. R. 256 256 188 262 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. N.R. 200 165 229 22'- 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. N. R. 185 155 215 24'- 0" 1 22' - 8" Prestressed 2 - #4 2 - #5 NONE N. R. N. R. 149 124 179 N.R. = NOT RECOMMENDED GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#51L (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" T- 6" Precast 2 - #2 2 - #2 NONE 1 6570* 8333* 6570* 6570* 3- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 4217* 6385* 4872* 4872* 4'- 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 3125 7192* 4373 7192* 4'- 6" 3-2" Precast 2 - #2 2 - #2 NONE 2400 8507 3397 9856 4'- 8" 3'- 4" Precast (2) D4.5 Wire 2 - #3 NONE 8548 10000 10000 10000 5' - 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3077 7196 2374 6859 5' - 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 2529 5877 1971 5653 6'- 6" 5' - 2" Precast 2 - #2 2 - #4 NONE 4504 4598 1578 4421 T - 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 3314 3408 1181 3336 7- 8" 6- 4" Precast (2) D4.5 Wire 2 - #4 NONE 4456 4456 3785 4427 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 4047 4047 3443 4021 8'- 4" T- 0" Precast (2) D4.5 Wire 2 - #4 NONE 3706 3706 3144 3683 8' - 6" T- 2" Precast 2 - #2 2 - #4 NONE 2584 2700 920 2602 9' - 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 2204 2298 767 2151 10'- 6" 9 - 2" Precast 2 - #2 2 - #4 NONE 1767 1897 612 1696 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. 798 290 573 24'- 0" 22'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 659 245 483 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 24" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. P DET. Q DET. P& Q DET. R 2'- 10" T- 6" Precast 2 - #2 2 - #2 NONE 8243* 10000* 8243* 8243* 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 5321* 7708* 6195* 6195* 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 3945* 6524* 5263* 5263* 4'- 6" 3'-2" Precast 2 - #2 2 - #2 NONE 3033 6752* 4214 6752* 4'- 8" 3'- 4" Precast (2) D4.5 Wire 2 - #3 NONE 6347* 6347* 6347* 6347* 5' - 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3848 9921 2944 8538 5' - 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 3164 8183 2443 7066 6'- 6" 5' - 2" Precast 2 - #2 2 - #4 NONE 6159 7054 1955 5633 T- 6" 6- 2" Precast 2 - #2 2 - #4 NONE 4535 4864 1462 4185 T- 8" 6- 4" Precast (2) D4.5 Wire 2 - #4 NONE 5967 6603 4657 6477 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 5430 5524 4236 5756 8'- 4" T- 0" Precast (2) D4.5 Wire 2 - #4 NONE 4961 4979 3869 5178 8' - 6" 7' - 2" Precast 2 - #2 2 - #4 NONE 3471 3702 1139 3236 9' - 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 2841 3081 948 2675 10'- 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 2540 2797 755 2108 1l' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 2252 2252 653 1809 12'- 0" 10'- 8" Precast 2 -#3 2 - #5 NONE 2048 2048 587 1615 12'- 6" 1 T- 2" Precast 2 - #3 2 - #5 NONE 2269 2269 1577 2269 13'- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 1732 1732 484 1312 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 1606 1606 443 1192 14' - 8" 13'- 4" Prestressed 2 - #3 2 - #5 NONE 1606 2345 626 1237 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. 2137 574 1134 17- 4" 16' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. 1651 451 892 19' - 4" 18'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1310 430 850 20'- 0" 18'- 8" Prestressed 2 - #3 2 - #5 NONE 1254 1254 702 1271 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1062 381 751 22' - 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 994 1 359 710 24'- 0" 22'- 8" 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" 1 3' - 0" 2' - 8" Precast 2-#2 2-#2 NONE 583 583 936 965 965 4'-6" 3'-2" 2'- 10" Precast 2 - #2 2-#2 NONE 536 535 887 916 916 4'- 8" 3'-4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 1091 1278 1278 1090 1090 5' - 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 564 703 694 678 678 5' - 10" 4- 6" 4' - 2" Precast 2 - #2 2 - #3 NONE 542 659 668 654 654 6'- 8" 5' - 4" 6- 0" Precast 2 - #2 2 - #4 NONE 446 680 668 530 530 T- 0" 6- 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 419 639 668 478 500 T- 6" 6- 2" 5' - 10" Precast 2 - #2 2 - #4 NONE 384 585 668 414 461 T- 8" IS'- 4" 6' - 0" Precast (2) D4.5 Wire 2 - #4 NONE 494 627 627 485 532 9' - 8" 8' - 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 279 364 627 244 1 343 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 24" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#SL (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DQ DET. DR DET. DQ & DR DET. DS 3'- 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 4548* 6188* 6217* 6217* 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 3744 6650* 6650* 6650* 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 6250* 6250* 6250* 6250- 4'- 4" 3'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 3132 5915* 5817 5915* 4'- 6" 3'- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 2880 9783 5361 10000 4'- 8" 3'- 4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 5066 10000 6379 10000 5' - 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3087 7517 3272 6749 5' - 10" 4'- 6" 4' - 2" Precast 2 - #2 2 - #3 NONE 2946 6886 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" 6- 10" Precast 2 - #2 2 - #4 NONE 3869 3896 1812 3505 7' - 8" 6'- 4" 6'- 0" 1 Precast (2) D4.5 Wire 2-#4 NONE 2715 4862 1856 1 4178 9' - 8" 1 8' - 4" 8'- 0" 1 Precast 1 2 - #2 2-#4 NONE 1563 2400 1 1054 1 2235 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM TO BARS GRAVITY _ UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U 0 #5L1 #5 {1)#5L (I1#5U (1)#5L (2)#5U A I 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" Precast 2 - #2 2 - #3 NONE 2135 2569 2547 2547 5' - 10" 4'- 6" Precast 2-#2 2-#3 NONE 1755 2207 2198 2198 6'- 6" 5' - 2" Precast 2 - #2 2 - #4 NONE 2024 2024 1778 1824 7' - 6" 6- 2" Precast 2 - #2 2 - #4 NONE 1624 1624 1316 1483 7- 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 1921 1921 2035 2035 8'- 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 1792 1792 1862 1897 8'- 4" 7- 0" Precast (2) D4.5 Wire 2 - #4 NONE 1679 1679 1699 1776 8'- 6" 7- 2" Precast 2 - #2 2 - #4 NONE 1352 1352 1014 1249 9' - 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 1110 1114 835 1103 10'- 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 858 949 654 949 1 l' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 903 903 787 878 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 838 838 699 818 12'- 6" 1 1 T- 2" Precast 2 - #3 2 - #5 NONE 937 937 685 978 13'- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 729 729 563 720 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 685 685 510 680 14' - 8" 13- 4" Prestressed 2 - #3 2 - #5 NONE N. R. 1008 494 635 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 916 453 603 17- 4" 16' - 0" Prestressed 2 - #3 2 - #5 NONE N.R. 702 356 524 19' - 4" 1 18'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 553 340 438 20'- 0" 18'- 8" Prestressed 2 - #3 2 - #5 NONE 607 607 317 601 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 443 1 277 392 22'- 0" 20' - 8" Prestressed 2 - #4 2 - #5 NONE N. R. 414 260 380 24'- T 22'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 339 217 345 N.R. = NOT RECOMMENDED GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#SL (1)#5U (1)#SL (1)#5U (0)#5L (1)#5U (1)#5L {2)#5U (1)#5L (1)#5U A B DET. S DET. T DET. S& T DET. U 2' - 10" T- 6" Precast 2 - #2 2 - #2 NONE 1 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 T- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 5433 7067 1743 3376 T- 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 7086 9405 5529 9872 8' - 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 6448 8101 5030 8467 8' - 4" 7- 0" Precast (2) D4.5 Wire 2 - #4 NONE 5892 7113 4594 7410 8'- 6" T- 2" Precast 2 - #2 2 - #4 NONE 4159 5073 1357 2615 9' - 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 3405 4099 1129 2164 10'- 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 2645 3222 899 1710 1l' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE. 2868 2868 777 1470 12'- 0" 10'- 8" 1 Precast 2 - #3 2 - #5 NONE 2586 2586 698 1314 12'- 6" 11' - 2" Precast 2 - #3 2 - #5 NONE 2796 2796 1875 2857 13'- 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 2157 2796 575 1071 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 1988 1950 526 975 14' - 8" 13'- 4" Prestressed 2 - #3 2 - #5 NONE N. R. 2871 746 1474 15-4" 14- 0" Prestressed 2 - #3 2 -#5 NONE N.R. 2616 684 1353 17' - 4" 16- 0" Prestressed 2 - #3 2 - #5 NONE. N. R. 2023 587 1161 19' - 4" 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" 29 - 8" Prestressed 2 - #4 2 - #5 NONE N. R. 1222 428 847 24'- 0" 1 22' - 8" Prestressed 2 - #4 2 - #5 NONE N.R. 1014 1 360 714 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U {1)#5L (2)#5U A B DET. DJ DET. DK DET. DJ & DK DET. DL 3'- 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 1152 3342 3386 3386 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 945 2817 2861 2861 4'- 2" 2' - 10" 2' - 6" Precast (2) D4.5 Wire 2 - #3 NONE 2681 4259 3838 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" 1 Precast 2 - #2 2 - #3 NONE 1 1204 1622 1612 1612 5' - 10" 4'- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 1388 1552 1544 1544 6'- 8" 5' - 4" 6- 0" Precast 2 - #2 2 - #4 NONE 1411 1411 1277 1277 T- 0" 5' - 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 1315 1315 1170 1169 T- 6" 6'- 2" 5' - 10" Precast 2 - #2 2 - #4 NONE 1192 1192 1012 1066 7' - 8" 6' - 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 1346 1346 1 1225 1253 9' - 8" 8'- 4" 1 8'- 0" 1Precast 2 - #2 2 - #4 NONE 805 782 1 597 771 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#SL (1)#5U (0)#5L (1)#5U (1)#5L (1)#SU (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" 1 3'- 4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 6073* 6250* 6250* 6250* 5' - 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3716 9710 4002 9749 5' - 10" 4' - 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 3582 9125 3763 9167 6' - 8" S- 4" 5' - 0" Precast 2 -#2 2 - #4 NONE 4576 7895 2838 6847 7' - 0" S - 8" 5' - 4" Precast 2 - #2 2 - #4 NONE 5877 6800 2561 5985 7' - 6" 6'- 2" 5' - 10" Precast 2 -#2 2 - #4 NONE 5072 5623 2217 5034 7' - 8" j 6'- 4" 6'- 0" 1 Precast (2) D4.5 Wire 2-#4 NONE 3272 7319 2285 6226 9' - 8" 1 8'- 4" 1 8'- 0" 1 Precast 1 2 - #2 2-#4 NONE 1886 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" T- 6" Precast - #2 2 - #2 NONE 4896* 6467* 4896* 4896* 3- 6" 2'- 2" Precast _2 2 - #2 2 - #2 NONE 3114 8164 4439 8164* 4' - 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 2305 8020 3322 8987 4'- 6" 3'-2" Precast i2 - #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 p 2 - #2.� 2 - #3 NONE 2863 3693 1499 3577 6'- 6" 5' - 2" Precast 2 • #2 2 - #4 NONE 3227 3227 1201 2939 7- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 2498 2498 900 2322 T- 8" 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" 7- 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" Precast 2 - #2 2 - #4 NONE 1329 1407 468 1285 1 T- 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" 11' - 2" Precast 2 - #3 2 - #5 NONE 1354 1354 981 1354 13' - 4" 12'- 0" Precast 2 #Ki 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 ?- -#3 2 - #5 NONE N. R. 1290 387 760 17' - 4" 16' - 0" Prestressed 2 - #3 _ 2. - #5 NONE N. R. 952 1 326 641 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 751 266 523 20' - O" 18'- 8" Prestressed 2�43 2 - #5 NONE 961 961 446 872 21' - 4" 20'- 0" 1 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. 1 522 174 341 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 32" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. V DET. W DET. V& W DET. Y 2'- 10" T - 6" Precast 2 - #2 2 - #2 NONE 10000* 10000* 1 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 NONE 4300* 7565* 5849* 5849* 4'- T 3'- 4" Precast _2 (2) D4.5 Wire 2 - #3 NONE 8194* 8194* 8194* 8194* 5' - 4" 4'- 0" Precast 2 - #2 V2- #3 NONE 5392* 6259* 4084* 4084* 5' - 10" 4'- 6" Precast - #2 2 - #3 NONE 4435 5776* 3387 5776* 6'- 6" 5' - 2" Precast _2 2 - #2 2 - #4 NONE 5719 10000 2709 5283 T- 6" 6' - 2" Precast 2 • #2 2 - #4 NONE 4203 9087 2025 3931 7- 8" 6- 4" Precast (2)) D4.5 Wire 2 - #4 NONE 5473 9564 6402 10000 8' - 0" 6' - 8" Precast- (2) [A.5 Wre 2 - #4 NONE 4978 8706 5824 10000 8'- 4" T- 0" Precast (2) D4.5 Wire 2 - #4 NONE 4546 7957 5320 10000 8'- 6" T - 2" Precast 2 - #2_ 2 - #4 NONE 3209 6742 1576 3044 9' - 4" 8'- 0" Precast - #2 2 - #4 NONE 2621 5257 1310 2519 10'- 6" 9' - 2" Precast _2 2 - #2 2 - #4 NONE 2028 4007 1042 1989 1l' - 4" 10'- 0" Precast 2 - #K3 2 - #5 NONE 3630 3552 872 1710 12'- 0" 1 10'- 8" Precast__ 2 - #3 2 - #5 NONE 3191 3171 783 1476 12'- 6" 1 T- 2" Precast _ 2 - #3 2 - #5 NONE 2919 3369 2174 3572 13'- 4" 12'- 0" Precast 2 - #3 2-#5 NONE 2535 2605 645 1203 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 2279 2389 609 1133 14' - 8" 13'- 4" Prestressed 2 - #3 2-#5 NONE N.R. 3232 865 1715 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2946 793 1572 17' - 4" 16- 0" Prestressed 2 - xi �2 -#5 NONE N. R. 2280 680 1349 19' - 4" 18'- 0" Prestressed 2 --A-- 2 - #5 NONE N.R. 1814 595 1179 20'- 0" 18'- 8" Prestressed 2 - ##3 2 - #5 NONE _ 1737 1737 959 1778 21' - 4" 20'- 0" Prestressed 2. - #4 2 - #5 NONE N.R. 1474 527 1042 22'- 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N. R. 1381 497 985 24'- 0" 22' - 8" Prestressed -2 - #t4 2 - #5 NONE N.R. 1147 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)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#SU A 1 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" 1 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 2.461 6- 8" 5' - 4" 5' - 0" Precast 2 - #2 2 - #4 NONE 2360 2360 1921 1920 T - 0" 5' - 8" 6- 4" Precast 2 - #2 2 - #4 NONE 2175 2175 1733 _ 1783 T - 6" 6' - 2" 5' - 10" Precast 2 - #2 2 - #4 NONE 1945 1945 1500 1610 T- 8" 6'- 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 2214 2214 1780 1843 9' - 8" 1 8'- 4" 1 8' - 0" Precast 2 - #2 2 - #4 NONE 1250 1257 884 -1133 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 32" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY _ UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#SL (1)#5U (1)#5L (2)#5U A B DET. DW DET. DX DIET. DN & DX DET. DY 3'- 8" 2' - 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 6540* 8675* 8704* 8704* 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 5386* 7825* 7854* 7854* 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 wire 2 - #3 NONE 8450* 8450* 8450* 8450* 4'- 4" 3'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 4508* 7026* 7055* 7055* 4' - 6" 3- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 4146* 6827* 6856* 6856* 4'- 8" 3'- 4" 3' - 0" Precast (2) D4.5 Wire 2 - #3 NONE 7102* 7250* 7250* 7250* 5' - 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 4336* 5500* 4733 9500* 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 T - 6" 6'- 2" 5' - 10" Precast 2 - #2 2 -#4 NONE 5971 8121 2621 6409 7- 8" 1 6'- 4" 1 & - 0" 1 Precast (2) D4.5 Wire 2 - #4 NONE 3832 10000 2715 9482 9' - 8" 1 & - 2 8' - 0" Precast 2 - #2 2 - #4 NONE 1 2211 1 4137 1 1546 1 3779 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE 'Jul 1julmIFIN u u Bill/ / / ter, 411 ill mml of ��I uuuuuu r r r r rm r 1' RECESS 2' RECESS DET."PA' DET. 'DB' DET. %' DET. ' F' DET- 2' DES ED T. 'DL' it rr r r r r c I�Fv1.w R T• 5' NOTE #1: (1) #4 MIN. REQUIRED FOR DEEP BEAM ONLY GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" RECESS DOOR HEADERS I-INTEL 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 B DET. DM DET. DN DET. DM & DN DET. DP 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 3552 6213* 6213* 6213* 4' - W 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" 2" 5' - '10" Precast 2 - #2 2 - #4 NONE 2845 2845 1408 2423 8" -6'-- 6' - 4" 6' 0" Precast (2) D4.5 Wire 2 - #4 NONE 2163 3342 1425 2856 9' 8" 8' - 4" 8' - 0" Precast 2-#2 2-#4 NONE 1241 1771 806 1633 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE SAFE LATERAL LOADS (PLF) 8" x 8" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE PLAIN SOLID DET. DA DET. DB _ :T--, g - 2'- 4" 2'- 0" Precast 689 1185 0"� 2'- 8" 2' - 4" Precast 570 979 -1- 4'- 4" 3'- 0" 2' 8" Precast 479 823 4'- 6" 3'-. 2" 2'- 10" Precast 441 758 5' 8" 4'-4" 4'- 0" Precast 418 733 5' - 10" 4'- 6" 4" - 2" Precast 393 689 Precast 389 783 7' - 0" 5' - 8" 5' - 4" Precast 386 694 7' - 6" 6- 2" 5' - 10" Precast 334 601 9' 8" 8' - 4" 8' - 0" Precast 197 354 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE 8l�t 8�1 G�1 1 r r r r r r- NI-PN M1111 TYPE DESIGNATION NOTE I 2' RECESS TADS IL 'DT' TADE IL ,DU, DETAIL 'W' i T-4Lvf_w ED T. 'DWG UL >x' E�PT' P - PLAIN LINTEL / rQUANTITY OF #5 BAR AT S - SOLID LINTEL 1 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 I k. ¢�..#1„'Q46t4b Fbn, tr-44�4»db'a 3P 6:ti4; 5 s� 1 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 uj OU)^ zQ� V~)Mko ILQ M t0 aWL� H CL a00 z N F WJ W uj 0 W LLJ z Q =O L Q L LuLLj Q � � 0Lu ,- Lx n Q � V) U o• 00 � N .<C � Lu UL c Q TO THE BEST OF TFIE ENGINEER'S KNOWLEDGE AND BELIEF, IHE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. m 2018 LENNAR CORP: THLS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRTITEN CONSENT FROM. LENNAR CORPORATION. © 2018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12 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 VERSION NO. 1.02 / 04.30.18 �= .�' �• , ° '!ri°i ire - i 04 "LL(c/ YMf o N 4v V's 00 n-- cae C7 °� u !L11- :.i w� Q QJCD Z UJI ]z V) Q Z N N W w� S10 Lu Z Qw sw (' W ❑ SHEET TITLE: QUALITY PRECAST LOAD TABLES SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: JH REVIEWED BY: TH 2o2 CD L0 C:) I CV I--1 W CV L0 -FLOOR $Y, TEM SEE PLAIN U 2x SIIEATIIiNG PER PLAN & ATTACIIED PER DETAIL C./Sb (2) MSTAM36 STRAPS W/ (8)10d NAILS 4 (6)1/4' x 21/4' TAPCONS TO MA50NRY BELOW (TYP. EA SIDE) OR (2) MSTA36 STRAPS W/ (26)10d NAILS TO W= WALL OR BEAM 13ELOW �SE�TIO�NC�OR�NER�IR�AIIIN ATTTA #�:�NT SCALE: N.T.S. 1/2 WALL OR SPINDLES F PER CUSTOMER SPECS. C%T. HANDRAIL 36' ABOVE STAIR NOSING 2x8 FRAMED WALL ON MASONRY WALL 3/4' SUB FLOOR I' NOSING ELEV. +I@'-@ 3/4',� FLOOR GIRDER SEE PLAN FLOOR TRt1S5E5 ELEV. +8'-8' ,l 3/4' KICK PLATE 1 2x12 TREAD - RIP 1 OPEN TO AS REQUIRED :.......:: FAMILY ROOM I I I/2' GYP. BOARD I In WALL OR SPINDLES (3) Yx12 RYP STAIR LANDING FRAMING L STRINGERS ITYPa PER CUSTOMER SPECS. SEE SHEET STAIR L-7 101 1/2' GYP. BOARD L _ I L 7 L-7 L L.11L ELEV. 0'-0' L 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 (5EE WINDOW SCHEDULE SHT. ) &- STRUCTURAL NOTE O -H HOSE BIBS H.B. 3 FAR SECTION SCALE: 3/8' =1' -0' AREA TABULATION MODEL 2965 1ST FLOOR LIVING 1355 S.F. 2ND FLOOR LIVING 1644 SF. TOTAL LIVING 2999 S.F. GARAGE 649 SF. COVERED ENTRY - ELEV. 'A' 45 SF. COVERED ENTRY - ELEV. 'B' 39 S.F. TOTAL AREA: ELEV. 'A' 3693 SF. ELEV. 'B' 3681 SF. A.N. STAND DIMENSIONS GAS= CH. x 3b'W. x 52'L. ELEC: = 24' H. x 3b' W. x 52' L. * * * * * * * * * * * NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.N. TO BE ALIGNED. * * * * * * * * * NOTE: ALL INTERIOR ANGLE WALLS ARE AT 45 DEG, * * * WINDOW SCHEDULE FIR5T 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 2625' HIGH 881 S.F. 1'-10, B 235W 38' X 39' 1'-0' 33312' WIDE X I5.S' NIGH 3.64 S.F. 3'-10' C 255H 38' X b3' 1'-0' 33312' WIDE X 15.1V HIGH 5B9 S.F. 1'-10, SECOND FLOOR WINDOWS MARK TYPE ROUGH OPENING HEAD HEIGHT CLEAR OPENING CLEAR OPENING SF. SILL HEIGHT D 255H 38' X 63' (FRAME) 1'-2' 33312' WIDE X 2625' NIGH 5B9 5F. 2'-1' E 1/2 336H 21' X 39' (FRAME) 1'-2' 23312' WIDE X 15.15' NIGH 2.55 5F. 3'-I1" 70, 10'-4' 01 IT-0'-- SHED ROOF BELOW l-------- -- ��=8 - - DRYERVENT. - ---- 23 +28.1 / -312 PSF 14@MPH 21 p0 3@.9 / -33b PRF 14M NANSON BOX s6 21 O +25.1 / -312 PSF I 30.9 / -33b PSF 14 MPH 21 O +26.1 / -312 PSF 140h1PH / PSF 145MPH 24 23 +30.9 -33b *EGRESS (4) SHLVS. TP. J NJ (� 12' SHELF a 60' AFF. OR 4 =- b R PAN 4 5U b 60' x 3(D' cA61NETS OVER ''BI-FQLD ' -� ,- -: M s APPLIANCES PER SPECS. �,: T.B> S6 srA \ \ o; aR % '-4' 13'-4' 136'x24'@' \% 15' @'�se ¢ , \ . 5: 41 OTEMP. 24 «> ' J9 .j'�_ j }p�--�� i BAT -_ `\ 21 N CAME ROOM ,err LACG�SS <1 "X\ - T 13'-0 x IV-10' CLAV. / 1 . LAv. r - 8'-@' CLG. MASTER 5UITE _ % 66a 15'-0 x 54R cis-..- 54R [ /I6'-10' 8'-0' CLG. r- -- ---.' I I a I WALK-IN CL05. I J 8' 3'- ' F 4' 3'-1@' T-8' 4'-0' 14' 8' - I I Sao 4' 6'-0.01 Y-103 6'-4' 34' 10 3'-4' T-8' I 8' WALL 1/2 WALL OR SPINDLES `r 2668 _ _ _._ _ _ _.- - .- R4R _ __ _ F=75R-' PER CUSTOMER SPECS. AH. AN. LAv.) LAv. (4) SNLYR. TF' _ 6' 12' WALL 7-E / +291 // -32.I PSFSF 14@MPH +31.8 / -345 PRF 1145MN 2 �o 21 WC. _ A.N. STAND �I ,n oc �" _ 3 e 30, AFF. - -6 3 2' 6' DN 16 R RE - / i `' ---------- - / 2668 - 10 .4 /-1 6' R. 2668------------- 64R ----- ' N ---- -- StR------- b� "' (2) 2668 N 5' BI-FOLD rt• - 5' BI-FOLD T' 4' @' 1' @' _ N N = 1'-6' 5' @' N ELEV. Bx BEDROOM 2 ONLY - 24 it -@ x 124M \ 8'-0' CLG. BEDROOM 4 BEDROOM 3 ELEV. 'A' 12'-b' x II-2' - 8'-@' CLG. 12'-O' x II-0' Ix > ONLY 8'-0' CLG, o ROOF BELOW 24 � 12'-10' 12'-4' 2 18' r � I I1'4' 24 \ I l FULL STUDS + (2) 7 S6 M S WALL J W/ (2) MSTAM36 cn s6 *EGRESS *E 55 *EGRESS W23+28.1 / -311 F'SF 14@MPN O 22 `r +28.1 / -312 F15F 140MPH D 21 +28.1 / -311 P5F 14@MPH 0 21 21 OD23 ---- --^-- ----- -- PSF 145MPH 30.9 / -33b P5F 145MPH +3@.9 / -33b PSF 145MPH +28.1 /_-37.9 F'5F 14LN'1NN +30.9 / -40.1 PRF 145MPN� ROOF BELOW ------------ ---- .................... 6'-8' 6'-6.01 9'-10' 8'-4' 3' 8' 4'-0' 01 5'-4'- 13'-4' - 25'-10' _ 10'-10, 50'-01 ------.-__ __-- - --------- - (D UFF R FLOOR FLAN SCALE: 1/4'=1'-O' BEDROOM 3 BEDROOM 2 (3) FULL STUDS + (2) JACKS W/ (2) MSTAM36 8' WALL 0 21 2x6 CANTILEVERED 21 �/ O 21 - +28.1 / -312 PSF 114WH WALL - ELEY 'B' ONLY 1303 / -331 PSI` I 145MPH +28.1 / -312 PSF 1401PH +30,9 / -33b PSF 145MPH 1'-1. 4'-0' 3'-8' 4'-0' TO END WALL II'-8' n2PARTIAL UfDf=EfR FLOOfR FLAN ELEV " 11 SCALE: 1/4' = I' -m' I DIMENSION CONVENTION OVERALL & EXTERIOR OPENING DIMENSION FROM OUTSIDE OF WOOD FRAME I OUTSIDE FACE OF 4" WOOD FRAME WALL 4" FRAME WALL U.N.O. WALL LEGEND BEARING WALL 2X STUD 9 16' OC MAX. (UN.O.) W11/2' GYP. INTERIOR 2X STUD W/ 1/2' GYP. FLOOR PLAN NOTES: I. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND INSTALLATION 1WOF41ATIOK 2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER FBC I103). 3. *-DENOTES EGRESS WINDOW 4. GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE MANUFACTURER 5. EXTERIOR WINDOWS AND DOORS SHALL BE LABELED WITH A PERMANENT LABEL, MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE 114NUFACTURER 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 01o. 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 LE55 THAT 13/5 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. S. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE SWEET STEEL,1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLA55 I DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENING5 INTO THE GARAGE. 2ND FLOOR STRUC%R4L NOTES 21 (2) 2x6 5PM HEADER W/ I/2' PLYWOOD FLITCH 4 (U USP LSTAIS ,@ EA. END. PROVIDE (1) JACK B EA. END OF HEADER W/ (1) USP MSTAM36 TO MASONRY WALL BELOW (SEE DETAIL LL/S6 FOR MSTAM36 INSTALLATION 4 DETAIL 1/54 FOR WALL WIDER THAN 4') 22 (2) 2X6 SPM HEADER W/ 1/2' PLYWOOD FLITCH 4 (1) USP LSTAIS %I EA. M. PROVIDE (1) JACK 0 EA. END OF HEADER W/ (1) U5P M5TA36 TO FRAME BELOW (SEE DET.1/54 FOR WALL WIDER THAN 4') 23 (4) 2X COLUMN W/ (2) U51- MSTAM36 (OR MSTA36 TO FRAME) a BASE (SEE DETAIL A/3 FOR STRAPS ATTACHMENT) 23 (2) 2x COLUMN W/ (1) SIMPSON MSTAM36 TO MASONRY WALL BELOW 24 (3) 2X COLUMN W/ (2) USP MSTAM36 (OR (U MSTA36 TO FRAME) a BASE (SEE DETAIL LL/56 FOR MSTAM36 INSTALLATION). 25 (5) 2X COLUMN W/ (2) USP MSTC40 6 BASE NOTES: 1. PROVIDE A MIN. OF 3' EDGE DISTANCE ON MASONRY WALL FOR TAPCON SCFZEWS 2, ALL EXTERIOR FRAME WALLS ARE CONSIDERED SHEAR WALLS AND ARE TO BE SHEATHED PER DETAIL C/56 3. PROVIDE A SOLID BLOCKING BETWEEN FLOORS s EA. JACK STUD 4 BUILT-UP COLUMN ISSUANCE OF PLANS FROM TH15 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. • R312.13 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING 5URFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PA56AGE 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 (153 mm) IN DIAMETER 2, GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PA55AGE OF A SPHERE 4 3/6 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 SAFETY TERMINALS AS PER FRC 6TH EDITION (2011) R311.1.82 . • ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FRG 6TH EDITION (2011) R311.1. � � I Sit x sbiLe ���FIF S�ti �p i. � p,¢a pia »�nc k>X gzicx,o au,nsd R DANSCO ENGINEERING, LLC P.Q. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com CA 25948 i o 0 N Z LLJ � � n z ro Q00 ¢LQ-uj z U o0 Q Q Z F_ W Zuj W J 0 o ko W_ LLl Z QQ 0 > _ fL Q Lu Q O ! U Lu Q LL! X J LL, z( � Q Q V) 0000 U�� 00 LO W U L0 M (y) 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=108MPIA), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNEU AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. © 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02D78-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 VERSION NO. 1.02 / 04.30.18 �110.%W I; 9111 4z'f&'l y za . g -- o4�� c.•10 C� GOJ LLJ on u 1-- c>.,z CD Lu (--.:I Q N NJ Lum _10 Lu Z-) z#z Z Q Ld Ld ILU ❑ SHEET TITLE: UPPER FLOOR PLAN STAIR SECTION & NOTES SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: JH REVIEWED BY: TH 3 D 1 1 41 n NOTE: FLASHING SHALL BE INSTALLED AT WALL AND RO INTER5ECTION5, AT GUTTERS, AT ALL CHANGES iN rj SLOPE OR DIRECTION, AND AROUND ROOF OPENI ROOF FLAN SCALE: 3/1(o'=1'-0' EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44' MEASURED FROM THE FIN15HED FLOOR OF THAT PARTICULAR ROOM TO THE BOTTOM OF THE CLEAR OPENING. STUCCO FIN15H 4' SCORED RAKE 3'-11/8' 11'-2 3/4' SEE SHEET 1 FOR V MATERIAL INFO 12 5t- - `- F26 '\ F31 ".v T F. FLOOR ELEV.10'-0 3/4' IIJ lk T. BLOCK ELEV. 6-V ROOF SHINGLES PER SPECS STUCCO FIN15H O ROOF VENT 5CNEIDULE 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 II SEDITION (2011)1-RC, RSOII Mark Location Roof vents or equal system (sq. in.) Soffit Vent (sq. in.) RV 1 2nd Level Roof 412 412 RV 2 1st Level Front Roof 2l 2i RV 3 1st Level Csara a Roof 56 56 SEE 12 PLAN SEE PLAN FOR 9 -2 NEEL H 1CT. TRUSSES 8' - 8" B1RC�- 1-IC T. F. FLOOR ELEV. V-0' Or Q 2x FRAMING AS REQ. 2x4 (TYR) m SEE PLANS FOR BEAM SIZE l2) 2X4 FRAMING STUCCO FIN15H OYER MTL. LATHE 41/16' 055 SHEATHING 4 FRAMING AS REQUIRED <r TRUSSES PER PLANS 5EE PLANS FOR POST SIZE P05T TO CMU CONNECTOR 5E AN REFER TO PLANS Uzi 2x4 SILL FRAMING 1/2 WALL OR RAILING Ix4 (TYP) 2x6 (TYP.) STUCCO FINISH 2x8 WALL STAIR MASONRY WALL SEE FOUN IDATION PLN5 FOR FOOTER SIZE '' -4 SCALE: I/2'=I'-0' RIDGE VENT 12 SHINGLE ROOF PER SPECS, 5 12 12 OFF -RIDGE VENT �5 5� I F1 C5)_JREA� IL 1l ATION II II SCALE: 1/8-0' F31 - 12_' 6CORED BAND-- - SEE DET: 9/45.FOR COLUMN STUCCO FINISH Na 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 BEFOG 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. FEE I I FfRONT ELEVATION 11511 SCALE: 1/4' = i' -(0' STUCCO FINISH I0'-0 3/4' EXP. JT. LINE LIGHT TEXTURE SEE 9/45 FOR DECO, FINISH COLUMN DETAIL e 0I FLOOR ELEV.i0v-0v SHINGLE ROOF PER SPECS 12 �5 F28. - F5 F23 r F23 RIDGE VENT 12 12 A- SHINGLE ROOF PER SPECS. 5 I / 12 5 OFF RIDGE VENT ' F23 STUCCO FINISH - SHINGLE ROOF PER SPECS F. FLOOR ELEV.10'-0 3/4' , SCALE: I/8'=1'-0' of —12� \15 EA T STUCCO FINISH EXP. JT. LINE LIGHT TEXTURE DECO. FINISH a 5� 5 12 -1 51212 12 5 RIDGE VENT ROOF TRU5SE5 PER PLANS ,\ 5HINGLE ROOF PER 5PEC5. - � T. PLATE ELEV.16-11/5' 11\5A H To - C TRU55E5 PER PLAN r- STUCCO FINISH _ 12._. L.......... 15 1 n.-_--.-_-.-- -- - - - - F. FLOOR ELEV. 10 0 3/4 T. BLOCK ELEV. 8'-V - MASONRY WALL t- ----- - - - - - FLOOR 5Y5TEM _ EXP. JT. LINE 12 1/2 WALL OR RAILING LIGHT TEXTURE 35 jlLo� 2x4 WALL to DECO. FINISH0, FAGARAGE sl��rlc F23 F. FLOOR ELEV. 0'-0' 51JILDING 5ECTION SCALE: I /8' =1'-01 y a�aj`i �'!9 i1� iiGd.iF.>Ytpb Q xi L.�fCq�Y,A� �: h. 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 >t o 0 N Z LU H O� 0 Z M M M Ln wL-LjP, Z0 z (- W (n w ZLU 0 O W W Z Q> 0 > = CV) OL d W Q 0-0 L U 0 ILLJ Q �C o`1 W CU1-0 B M Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. © 2018 LENNAR CORP.-THISS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT 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 VERSION NO. 1.02 / 04.30.18 0 `s .1.3 < S,. a . D1 '. �cI 00 c� oc w W zi ry a Z W H dLID w NJ M 210 Iw ) 4t: >- Z Q ('-' z LLi Uj ❑ - SHEET TITLE: ELEVATION "B" EXTERIOR ELEVATIONS 8,; ROOF PLAN SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: JH REVIEWED BY: TH 4B PEW W CV LO v9_2 0 2' 0' 46'-0' S5 USP HTA20 (TYPICAL s MASONRY UND) A R = 48o1i JL JL JL JL R = 3041� HTW20 S6 LOWEI O Z ROOF) (2) USP R = 2023� r GIRDER O HT020 r A (SIM. W/ S6 LOWER ROOF) (2) USP r r R =1941s d GIRDER P USP HTA20 (TYPICAL e MASONRY UND) USP�HTA20(T"YM�AL e M 6. GIRDER (2) LISP HTW2o 2x4 5FF BLOCKING 0 24' O.C. ATTACHED W/ (2)16d TOE NAILS AT EA. END LISP HTA20 a MASONRY (TYPICAL UND) V'l vi 10'-0' 6 9 IT T IT "GIRDEe A ISIM. W/ BLOCKING 56 4 LOWER USP HTA20 IT I ROOF) P T— A 6B USP JUS24 U5P RT16A (TYPICAL a FRAME, UND) 6'-0' 1'-4' 1/2 (2) 11SP HTA20 10'-10, USP HTA29) (TYPICAL ® MASONRY URO) 10'-0' 2'-0' 8'-0' ' 29'-4' lo 20'-5' lo 01 50'-0' FLOOR AND LOUR ROOF FRAMING FLAN 11511 SCALE: 1/4'=1'-0' BEAM BMl = (3)13/4' X 16' 2WOFB-2.0E LVL. ATTACH TWO PLIES W/ (3) ROWS OF 16D NAILS a 12' O.C. STAGGERED FROM ONE FACE ONLY, FLIP BEAM AND ATTACH THE THIRD PLY W/ (3) ROWS OF 10 NAILS A 12' O.C. STAGGERED TO THE UN -NAILED SIDE OF THE FIRST TWO PLIES, ASP + 0 E T[ON CHART CONNECTION CITY. C+ONN. CAPAaTY (II35) FASTENERS" PER CONN. U S24 1 510 6 '10d RT16A 1 1380 10d X 1 112" & 8-10 RTr 1 495 10- HT 1 15'm_ 2440d x 1 1/2' HT V1 2 300 201401d HTA20 1 1070 -1:ti 1 112' HTA20 2 2430 9-10d x 1 11Z-' *Double connectors to be placed' dagonafly to each Mer,. **Do not drive nai s-throuch the truss plate on the opposite side of the truss which could ome the plate off the fruss.. 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. c0 T 0 39'-5 1/4' 3/4' 24' USP RT1(TYPICAL ALL CORNERS s FRAME) USP RTI6A (TYPICAL { FRAME, UND) L JLU LU USP R U HTW10 = 1323 = bolo T R = 41211 LI : 1849� l2) USP HTW10 USP RTI6A (TYPICAL a FRAME, ND) U GIRDER SHEATHE ROOF PRIOR USP HTWZO TO OVER BUILD (TYP) R �21500 U LISP HTW20 R = 13230 U = (001, -- R = bb14# 551i U : 2SI - a. cO1 (2) USP HTW20 M 0 N USP USP RTIbA (TYPICAL +a FRAME, UND) RTIbA (TYPICAL 4 FRAME, UND) --- -_ _ SHEATHE ROOF PRIOR _ (21 USP HTW20 TO OVER BUILD (TYR) (2) USP HTW20 R = 3416* U = 1413; GIRDER R = 3b230 U = I418i 2-4 = 1Ll LLI d �� L_UFFER ROOF FfRAt LNG FLAN 11511 SCALE: 1/4'=1'-O' 2X STUDS m 16' O.C. USP L5TA24 6 EA. STUD 5NEAR BLOCKING tIGHT FIT BETWEEN TRUSSES W/ (3)16d I I /� TRU35 FRA�I I I V I VOTE 6 PRE-ENGINEERED TOE NAILS EA. END ROOF TRUSSES USP HTA20 f EA. �• ALL CONNECTIONS PER U5P CATALOG (LATEST EDITION). TRUSS PRE-ENGINEERED CONTACT ENGINEER FOR ALTERNATE CONNECTIONS ROOF TRUSSES L L 2. PRE-ENGINEERED WOOD TRUSSES SPACED 9 24' O/C TYPICAL, UNLE55 NOTED OTHERWISE SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF INFORMATION, TRU55 TO TRUSS ATTACHMENT PER TRU55 MANUFACTURER USP MP4F m 24' O.C. HGAM10 G 24' O.C. % GYP. TYPE 'X' NOTE: REFER t0 S SECTION J/56 FOR ADDITIONAL INFORMATION A UPLIFT VALUES SHOWN ARE CALCULATED BASED ON CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM TRU55 MANUFACTURERS VALUES SCALE: 3/4'=1'-0' IF THE CONTRACTOR, TRUSS MANUFACTURER, OR OTHER DESIGN PROFESSIONALS REVISE THE SHOWN INFORMATION, DAN5C0 ENGINEERING, LLC 15 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT. x"•� iu7S i3IN #A cl cugy� paaol?x.aa c O'l00 4 TP.J��aa.�i DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoenginee(ing.com CA 25948 i O O tV z� o�^ z (8>mm -, W LL I�-aar� � q 000 z W ci WC> J O O [t LL.I � m � LLJ Z Q ° �C _ IIL Q L L Q LLLLLL� I - iZ �0�w � w 0 w X W Z I < C) Q 0 V) U_ O,. 0 � W 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=+�.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FORTHE STRUCTURAL PORTION OFTHIS DRAWING ONLY. © 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: _ DATE DESCRIPTION 12.13.17 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 VERSION NO. 1.02 / 04.30.18 sa A iN F Still c� LU w CO w P-- J LU W (� Q N.1 Lug 1 W Z)* >_* Z Q LLI z LLI (; Tn a: I— W ❑ SHEET TITLE: FLOOR & ROOF FRAMING ELEVATION "B" SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: JH REVIEWED BY: TH 6B �:0 a, ....k 7.£ DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645,9698 www.danscoengineering.com CA 25948 i O O CV Z W Ln OL^ zLn M � aN�� awe^ i Fa--aar%� ZV~)F W W� J O d' v I Lu Lu - Q =0 3 Lu I - Q w- cj .Q w 0 ui X J 0 LL r) Z _ 1 Q- 0 QLo 000 4 V) U o• 0Oe 000 N 4 011 Lu M LO C'7 Q 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. © 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.13.17 1.00 6TH ED, (2017) FBC UPDATES _ 1129.17 1.01 PLAN REVISIONS TO HVAC SPACE & ELECTRICAL 04.30.18 1.02 REV. FLOOR TURSS LAYOUT VERSION NO. 1.02 / 04.30.18 SHEET TITLE: FOAM TRIM DETAILS SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: JH REVIEWED BY: TH 7 P • IN A co CV r-- SPEC, I E I GATI ONS I. 1. GON5TRUGTION I. I. I. AGI 30-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL GONGRETE 1. I. 2. ASGE5/AGI 530-15, TMS 402-16 8 ASGE6/AGI 550.1-13, TM5 602-16 5PEGIFIGATIONS FOR MASONRY STRUGTURES. I. I. 3. ASTM G270-12a, G476-10, AND GGO-14 5PEGIFIGATIONS FOR MASONRY 5TRUGTURES I. I. 4. NATIONAL DESIGN SPEGIFIGATIONS (NIPS) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL AGGOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2017) I. 1. 6. "MANUAL OF STEEL GON5TRUGTION, ALLOWABLE STRESS DE510N", BY THE AMERICAN INSTITUTE OF STEEL GON5TRUGTION, (AI5G) I. L 7. "DESIGN 5PEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRUSSES" BY THE TRU55 PLATE INSTITUTE TPI 1-14. 1.2. DE51ON : 1.2. I. AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUGTURAL GONGRETE I. 2. 2. A5GE5/AGI 530-15, TM5 402-16 $ A5CEb/AGI 530.1-13, TM5 602-16 5PEGIFIGATION5 FOR MASONRY 5TRUGTURES. I. 2. 5. A5TM G270-12o, G476-10, AND GqO-I4 5PEGIFIGATION5 FOR MASONRY 5TRUGTURE5 I. 2. 4. NATIONAL DESIGN 5PEGIFIGATION5 (NDS) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL AGGOMPANYING SUPPLEMENTS. 1. 2. 5. PLYNOOD DESIGN SPEGIFIGATION5 (APA) I. 2. 6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING GODE (FBG), 6th EDITION (2017) 1.5. SHOP DRA I NC 5 : I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRANING5 NITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF REGORD. I. 3. 2. ALL SHOP DRANIN65 ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION. A ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. ALL L REG. PE. AND SHALL INGLUDE : DRANIN65 AND GALCULATION5, REAGTIONS AND BEARING POINTS, BRAGING REQUIREMENTS, AND GONNEGTIONS TO SUPPORTING TRU55 MEMBERS. 2. DESION LOADS THIS 5TRUGTURE HAS BEEN DESIGNED IN AGGORDANGE NITH THE 6th ED. (2017) FLORIDA BUILDING CODE, RESIDENTIAL NG GA BUILDI TEGORY: 11 2. 1. DEAD LOADS: ROOF TILE (TC=15P5F, BC=IOP5F) 25P5F ASPHALT SHINGLE (TG=7PSF, BG=IOP5F) 17P5F METAL (TG=IOP5F, BG=IOPSF) 20P5F FLOOR TILE (GERAMIG, 1/2" MORTAR BED) 25P5F CARPET OR HOOD 15P5F 2. 2. L I VE LOADS : ROOF 20PSF FLOOR ONE- AND TNO-FAMILY DNELLIN05 UNINHABITABLE ATTIC, NO STORAGE IOP5F UNINHABITABLE ATTIC, LIMITED STORAGE 20P5F HABITABLE ATTIG5, SLEEPING AREAS 30P5F OTHER 40PSF EXTERIOR DEGKS SAME AS OGGUPANGY SERVED RAILING - NONGONGURRENT 50PLF OR 2001.E LIVE LOAD REDUGTION5 PER CODE 2. 3. ROOF 5NON LOPED DATA: GROUND SNOH LOAD, Pq = N/A 2. 4. WIND LOADS : BASIC, HIND SPEED, V (3-5EG. GUST) 140MPH (Va5d=I08MPH) HIND EXPOSURE G INTERNAL PRESSURE GOEFFIGIENT V-0.15 G 4 G DE51ON PRESSURE SEE PLAN HIND BORNE DEBRIS PROTECTION 5HUTTER/IMPAGT GLA55 2. 5. SEISMIG DESIGN DATA. SEISMIG IMPORTANCE FACTOR, le LO SEISMIG RISK GATEGORY II MAPPED SRA, 55, 51 N/A 51TE GLA55 A DESIGN 5RG, SD5, SDI N/A SEISMIC, DESIGN CATEGORY WA BA51G 5FR5 MASONRY HALLS DESIGN BASE SHEAR, (UNFAGTORED) N/A SEISMIC, RESPONSE GOEFFIGIENT, GS N/A RESPONSE MODIFICATION FACTOR, R WA ANALY515 PROGEDURE ELF 2. 6. FLOOD DE516N DATA: DATUM NAVDbb FLOOD ZONE "X" BASE FLOOD ELEVATION: WA LOHE5T PROPOSED FLOOR ELEVATIONS WA 3. DEELEGTIONS: LIVE LOAD L/360 TOTAL LOAD L/240 4. MATERIALS 4.1. RE I NFORC I NC STEEL 4. I. I. REINFORCING STEEL SHALL BE ASTM A615/A615M-0q GRADE 40, f'y = 40 K51 4. 1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR I5" 4. I. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORGING ARE TO THE GENTERLINE OF EAGH BAR EXGEPT HHERE THE GOVER DIMEN5ION IS SHONN TO THE FAGE OF THE CONCRETE. 4. 1.4. REINFORGING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1.5. REINFORGING MEGHANIGAL GOUPLER5 ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. I. 6. DESIGN COVER REQUIREMENTS : G-I-P GONGRETE FORMED AGAINST EARTH : 51. G-I-P GONGRETE EXPOSED TO EXTERIOR: 2" G-I-P GONGRETE NOT EXPOSED Lys" GROUT FILLED MASONRY : 5/4 4. L 7. HELPED HIRE FABRIC, (WHF): AIOb4/AI064M-16ci 4. I. b. DETAIL REINFORGEMENT IN AGGORDANGE HITH AGI 315-LATEST EDITION. 4. 2. CONCRETE : MODULES OF 4. 2. I. CONCRETE TYPE MIN. 28 DAY DESIGN (f'c) ELASTIGITY DE515N (E) G-I-P GONGRETE (NORMAL WEIGHT) 2,500 Psi 2,b50 K51 G-I-P GONGRETE (NORMAL WEIGHT) HERNANDO GO. ONLY 5,000 Psi 5,122 K5i G-I-P GROUT 5,000 P51 5,122 K51 4. 2. 2. GONGRETE SHALL GON515T OF I" MAXIMUM AGGREGATE GONGRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPEGIFIGATION5 FOR ADDITIONAL GRITERIA. 4. 2. 3. GROUT SHALL GON5I5T OF PEA ROCK (3/5" MAXIMUM AGGREGATE) GONGRETE MIX WITH SLUMP BETWEEN b" AND 10" AT TIME OF PLACEMENT. SEE 5PEGIFIGATION5 FOR ADDITIONAL CRITERIA. 4. 2. 4. GON5TRUGTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF GONGRETE FORMING, PLAGEMENT AND GURING SHALL BE GONNUGTED IN AGGORDANCE NITH THE 5PEGIFIGATION5 AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXGLUDING EXTERIOR NALKHAYS S DRIVEWAYS) 3 1/2" MIN. THIGKNE55 H/ MIN. REINFORGEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 NNF IN TOP OF 1-1/2" OF SLAB. FIBER MESH PER DE51ON MIX MAY BE USED I.L.O. HNF GONTRAGTORS DISCRETION. 4. 2. 7. GONGRETE PLAGEMENT PRAGTIGE5 SHALL BE IN AGGORDANGE N/ ALL AGI- MGP 2017 STANDARDS. 4.3. CONCRETE MASONRY: 4. 3. I. FILLED CELLS N/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING GONGRETE MASONRY BLOCK SHALL BE A5TM GGO-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 5. ALL CELLS � GAVITIE5 BELON GRADE HILL BE FILLED N/ GONGRETE IN ALL STEM HALLS 4. 3. 4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 P51 MINIMUM 4. 3. 5. METHOD OF GONGRETE MASONRY PLAGEMENT AND GON5TRUGTION SHALL BE GONDUGTED IN AGGORDANGE WITH THE 5PEGIFIGATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY GON5TRUGTION. 4. 3. 7. MASONRY ROUGH OPENING MAY VARY IN THE GROSS SECTION DIMENSION OR ELEVATION DIMENSION 5PEGIFIED ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER SECTION RbO6.3.1.1 4.4. STRUGTURAL LUMBER : 4.4. I.I. INTERIOR LOAD BEARING HALLS SPF STUD OR BETTER, fb = 675 PSI, E = 1200 K51 ALL EXTERIOR FRAMING SPF #2 OR BETTER, fb = &75 PSI, E = 1,40OK51 4. 4. 1.2. ALL FRAME HALLS TO BE CONSTRUCTED USING SPF , STUD QUALITY OR BETTER, UNLE55 NOTED OTHERNI5E 4. 4. 2. ALL PLYNOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 3. ALL PLYHOOD USED FOR INTERIOR APPLIGATION5 SUCH AS SUB FLOORING AND SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.D. 4. 4. 4. IF 05B BOARD 15 TO BE U5ED IN PLAGE OF PLYHOOD 15 TO HAVE 51MILAR OR GREATER 5EGTION PROPERTIES. 4. 4. 5. ONLY STRUGTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN CONTACT WITH 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 DRANING5 TO THE ENGINEER OF RECORD. 4. 4. 7. DESIGN, FABRIGATE AND EREGT HOOD TRU55E5 IN AGGORDANGE NITH THE "DESIGN 5PEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRU55E5" BY THE AN51/TPI 1-14, BG51 2013 4. 4. b. UNTREATED HOOD SHALL NOT BE IN DIRECT GONTAGT HITH GONGRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT NOODEN TOP PLATES. 4. 4. q. ALL EXTERIOR FRAME HALLS SHALL BE STUGGO FINISH AND SHALL BE APPLIED IN STRICT AGGORDANGE HITH THE FRG SECTION R703.7.2 AND NITH ASTM Gg26 INGLUDING THE REFERENCE IN A5TM Gg26 5EGTION b TO 5EGTION XI.4.2 OF THE APPENDIX - 7/&" TOTAL THIGKNE55 APPLIED IN THREE LAYERS (3/b" - 3/b" - I/b") OVER METAL LATH OVER HATER RESISTIVE BARRIER. THE HATER RESISTIVE BARRIER SHALL INGLUDE A HATER -RESISTIVE VAPOR -PERMEABLE BARRIER HITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY 5UGH THAT EAGH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND SHALL BE ATTAGHED DIRECTLY TO THE SHEATHING OVER FLASHING INSTALLED IN ACCORDANCE HITH THE APPLIGA L B E BUI DING CODE AND MANUFACTURERS L 5PEGIFIGATIONS. GURING TIME FOR 3-GOAT STUGGO, EAGH GOAT SHALL BE KEPT IN A MOIST CONDITION FOR AT LEAST 4b HOURS PRIOR TO THE APPLICATION OF THE NEXT GOAT. THE 2ND GOAT SHALL NOT BE APPLIED SOONER THAN 4b HR5 AFTER APPLICATION OF THE IST NOT BE APPLIED SOONER THAN 7 DAYS AFTER THE GOAT. THE FINISH GOAT SHALL N L APPLIGATION OF THE 2ND GOAT. UNLE55 APPLICATIONS INSTALLED IN AGGORDANGE HITH ASTM Gg26 INGLUDING THE REFERENCE IN A5TM G126 5EGTION b TO SECTION XI.4.2 OF THE APPENDIX 4. 4. 10. INSTALLATION OF EXTERIOR LATHING � FRAMING SHALL COMPLY TO ASTM G 1065 PER FLORIDA RESIDENTIAL CODE R703.7.1 4. 4. I1. FIELD GUT ENDS, NOTGHE5 AND DRILLED HOLES OF PRE5ERVATIVELY TREATED HOOD SHALL BE TREATED IN THE FIELD IN AGGORDANGE WITH ANPA M 4 4. 5. FASTENERS AND TIE DOWNS : 4. 5. I. FASTENERS AND TIE DONNS SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, CHANNELS : ASTM A36/36M Ob Fy = 36 K51 ROUND METAL PIPE : ASTM A53/A53M-12, GRADE B Fy = 35 K5i SQUARE METAL TUBING : ASTM A500-13, GRADE B Fy = 461<51 HIGH STRENGTH BOLTS : ASTM A325-14 MACHINE BOLTS: GALVANIZED ASTM A507-12 4. 5. 2. SHEET METAL AGGESSORIE5 SHALL CONFORM TO : Fy = 33K91NITH GGO GALVANIZED GOATING IN AGGORDANGE HITH ASTM A525-GO. 4. 5. 5. NAILS SHALL GON515T OF : COMMON HIRE NAILS WITH MINIMUM DIAMETER AS FOLLOH5 : bd = 0.131 ", loci = 0.14b", 12d = 0.148 "% 16d = 0.162". 4. 5. 4. ALL FASTENERS AND TIE DONNS EMBEDDED IN GONGRETE OR USED IN AN EXTERIOR APPLICATION ARE TO REGEIVE AN ANTI-GORRO5IVE GOATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DONNS ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DONNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN AGGORDANGE NITH THE PLANS AND SPEGIFIGATION5. 4. 5. 7. GONGRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE HET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPAGING AND ALIGNMENT ARE TO BE IN AGGORDANGE NITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. b. CONCRETE EMBEDDED TIE DONN5 USED FOR TRU55 AND HALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR NHILE PLAGING GROUT. 4. 5. g. P05T-IN5TALLED ANGHOR5 INTO GONGRETE I. POST -INSTALLED ANGHORS SHALL ONLY BE USED WHERE SPEGIFIED ON THE GON5TRUGTION DOGUMENT5. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM DAN5GO ENGINEERING, LLG PRIOR TO INSTALLING POST -INSTALLED ANGHOR5 IN PLAGE OF MISSING OR MISPLAGED GA5T-IN-PLACE ANCHORS. 2. CARE SHALL BE TAKEN IN PLAGING POST -INSTALLED ANGHORS TO AVOID GONFLIGTS NITH EXISTING REBAR. 3. HOLES SHALL BE DRILLED AND GLEANED IN AGGORDANGE HITH THE MANUFACTURER'S PRINTED IN5TRUGTION5 (MPII). 4. SUE35TITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPEGIFIED BELON SHALL BE SUBMITTED BY THE GONTRAGTOR TO DE ALONG NITH GALGULATIONS THAT ARE PREPARED $ SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE GALGULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT 15 GAPABLE OF AGHIEVING EQUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE SPEGIFIED PRODUCT USING THE APPROPRIATE DESIGN PROGEDURE AND/OR STANDARD(5) AS REQUIRED BY THE FLORIDA BUILDING CODE. 5. PROVIDE PERIODIC, SPEGIAL IN5PEGTION FOR THRESHOLD BUILDINGS FOR ALL ADHESIVE AND MEGHANIGAL ANGHOR5 PER THE PRODUCT'S FLORIDA PRODUGT APPROVAL. 6. GONTAGT MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND INSTALLATION OF ANGHORS AND FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY. GALL SIMPSON STRONG -TIE AT (500) ggg-50gq. GALL HILT] AT (e,66) 445-8b27. 7. MEGHANIGAL ANGHOR5 SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH AGI 355.2 AND IGG-E5 AGIg3 FOR GRAGKED AND UNGRAGKED GONGRETE RECOGNITION. PRE -APPROVED MEGHANIGAL ANGHOR5 INGLUDE: A) SGREN: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KNIK HUS-EZ" B) EXPAN5ION: SIMPSON STRONG -TIE "STRONG -BOLT 2" OR HILTI "KNIK BOLT TZ" b. ADHESIVE ANGHOR5 SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE NITH AGI 355.4 AND IGG-ES AG30b FOR GRAGKED AND UNGRAGKEP GONGRETE RECOGNITION. ADHESIVE ANGHOR5 SHALL BE INSTALLED IN GONGRETE HAVING A MINIMUM AGE OF 21 DAYS PER AGI 31b-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 I10°F (AGI 50 PA.2.1). PRE -APPROVED ADHESIVE ANGHORS INGLUDE: A) EPDXY: 51MP50N STRONG -TIE "SET-XP" OR HILTI "HIT -RE 500-5D" B) FAST GORE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 200" 4.5. 10. POST -INSTALLED ANGHOR5 INTO MASONRY 1. MEGHANIGAL ANGHORS INSTALLED IN SOLID -GROUTED CONCRETE MA50NRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE NITH IGG-E5 AGOI OR AGIO6. PRE -APPROVED MEGHANIGAL ANGHOR5 INGLUDE: A) SGREN: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KNIK HUS-EZ" B) EXPANSION: 51MP50N STRONG -TIE "STRONG -BOLT 2", "NEDGE-ALL" OR HILTI "KNIK BOLT 3" 2. ADHESIVE ANGHOR5 INSTALLED IN SOLID -GROUTED GONGRETE MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE NITH IGG-E5 AC5b. PRE -APPROVED ADHESIVE ANGHOR5 INGLUDE: A) EPDXY: SIMPSON STRONG -TIE "5ET-XP" B) FAST GURE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY -10" 3. ADHESIVE ANGHORS INSTALLED IN HOLLON GONGRETE MA50NRT' 4 UNREINFORGED GLAY BRICK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AG58 OR AG&O, RE5PEGTIVELY. PRE -APPROVED ADHESIVE ANCHORS INGLUDE: A) SIMPSON STRONG -TIE "SET" OR HILTI "HIT-HY -10" 4. THE APPROPRIATE SGREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANCHORS INSTALLED IN HOLLON CONCRETE MASONRY OR UNREINFORGED GLAY BRICK MASONRY AS REQUIRED BY THE ADHESIVE MANUFACTURER. 4. 6. MICRO -LAM LUMBER: 4. 6. I. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOL..ONING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,g50 PSI Ft = I,b50 PSI Fr- = 500 P5I (PERPENDIGULAR) Fr- = 2300 (PARALLEL) 4.1. STEEL: Fv = 2b5 PSI 4. 7. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPER.IENGED, QUALIFIED STEEL ERECTOR. 4. 7. 2. FABRIGATE AND ERECT ALL STRUCTURAL STEEL_ IN AGGORDANGE WITH A.I.S.G. "SPEGIFIGATION FOR THE DESIGN, FABRICATION, AND EREGTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUGTURAL STEEL: A5TM A36/36M Ob. 4.14. STEEL TUBING: A5TM A500--10, GRADE B. 4. 7. 5• HELPED GONNEGTIONS: E70XX ELEGTRODE5, MINIMUM SIZE FILLET HELPS 3/16", ANS. GERTIFIED HELPERS. GERTIFIGATION PAPERS TO BE SUBMITTED UPON RZE:OUEST. 4. "7. 6. NHERE STEEL BEAMS ARE GONTINUOU5 OVER COLUMNS, PROVIDE NEB STIFFENER PLATES ON EACH 51DE OF THE NEB, OF A THICKNESS EQUAL TO BEAM FLANGE THIGKNE55, LOGATED AT THE CENTER, LINE OF THE TUBE COLUMN. THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE GONTRAGTOR UNTIL REQUIRED GONNEGTION5 OR ELEMENTS ARE IN PLACE. 4. 8. SOIL: 4. b. I. THE FOOTING 15 PESIGNED BASE ON 2000 PSF 501L BEARING PRE 55URE. GONTRAGTOR/ONNER SHALL VERIFY 501L BEARING PRESSURE OF THE PROP05ED SITE. 4. b. 2. ALL 501L 15 TO BE GLEAN $ POISONED FOR TERMITES PER FBG 6TH EDITION (2-017) RESIDENTIAL 5EGTION5 R50.1, R318.2, R318.3, 4 R31b.7 TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT • SOIL GHEMIGAL BARRIER METHOD • OTHER TREATMENT - MUST 5PEGIFY PROPOSED METHOD AND SUBMIT POGUMENTATION, HHIG SUBSTANTIATES THE PROPOSED METHOD, IS AN APPROVED TERMITE PROTEGTTON SYSTEM OR METHOD. IF GHEM I GAL SOIL TERMITE TREATMENT 15 USED I. FBG 105.11- A PERMANENT SIGN WHICH IDENTIFIES 7FfE TERMITE "TREATMENT PROVIDER AND NEED FOR RE-INSPEGTION AND TREATMENT GONTRAGT RENEWAL SHALL BE PROVIDED. THE 516N SHALL BE POSTED NEAR THE HATER HEATER OR EL.EGTRIG PANEL" 2. CONDENSATE AND ROOF DONN5POUT5 SHALL PI5GHARGE AT LEAST 1'-0" AWAY FROM THE BUILDING SIDE HALLS. 3. IRRI5ATION/5PRINKLER 5Y5TEMS INGLUDING ALL RISERS AND SPRAY' HEADS SHALL NOT BE INSTALLED NITHIN I'-0" OF THE BUILDING SIDE HALL. 4. FBG R501 - IN ORDER TO PROVIDE FOR IN5PEGTION FOR TERMITE INFESTATION, GLEARANGE BETNEEN EXTERIOR HALL COVERINGS AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING NALL NOT BE LE55 THAN 6 INGHE5 (152 MM) EXGEPTIONS: I. PAINT OR DECORATIVE GEMENTITIOUS FINISH LESS THAN A INGH (1-1.1 MM) TI IGK ADHERED DIRECTLY TO THE MASONRY FOUNDATION 51DENALL. 2. AGGE55 OR VEHIGLE RAMPS NHIGH RISE TO THE INTERIOR FINISH FLOOR ELEVATION FOR THE HITTH OF SUGH RAMPS ONLY. 3. A 4-INGH (102 MM) INSPEGTION SPAGE ABOVE PATIO AND GARAGE SLABS AND ENTRY AREAS. 4. IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE FINISH ELEVATION MAY MATGH THE BUILDING INTERIOR FINISH FLOOR ELEVATIONS ON MASONRY GON5TRUGTION ONLY. 5. MASONRY VENEERS GON5TRUGTED IN AGGORDANGE HITH SECTION R310.4. 5. R315.1.1 IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, TtiE INITIAL GHEMIGAL SOIL TREATMENT IN51DE THE FOUNDATION PERIMETER? SHALL. BE DONE AFTER ALL EXGAVATION, BAGKFILLING AND GOMPAGTTON IS GOMPLETE. 6. R315.1.2 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL AREA DISTURBED AFTER INITIAL GHEMIGAL SOIL TREATMENT SH l_ BE RETREATED NITH A GHEMIGAL SOIL TREATMENT INGLUDING 5PAGE5 BOXED OR FORMED. 7. R315.1.3 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE 5UB13EGUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE GREATED BY U51NG PLASTIC, OR METAL PERMANENTLY PLACED FORMS OF 5UFFIGIENT DEPTH TO ELIMINATE ANY PLANNED 501L DISTURBANGE AFTER INITIAL GHEMIGAL- SOIL TREATMENT, 8,. R318.1.4 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GHEMIGALLY TREATED SOIL SHALL BE PROTECTED HITH A MINIMUM 6 MIL_ VAPOR RETARDER TO PROTEGT AGAINST RAINFALL DILUTION. IF RAINFALL OGGUR5 BEFORE VAPOR RETARDER PLAGEMENT, RETREATMENT 15 REQUIRED. ANY NORK, INGLUDING PLAGEMENT OF REINFORCING STEEL, DONE AFTER GHEMIGAL TREATMENT UNTIL THE CONCRETE FLOOR 15 POURED, SHALL BE DONE IN 51UGH MANNER A5 TO AVOID PENETRATING OR DISTURBING TREATED SOIL. q. R31b.1.5 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, CONCRETE OVERPOUR OR MORTAR AGGUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR GHEMIGAL- S011._ TREATMENT, TO ENHANGE VERTIGAL PENETRATION OF THE GHEMIGAL-5. 10. R315.1.6 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GHEMIGAL 501L TREATMENTS SHALL AL50 BE APPLIED UNDER ALL EXTERIOR GONGRETE OF GRADE WITH I FOOT (305 MM1) OF THE PRIMARY 5TRUGTURE 51DEWALL5. ALSO, A VERTIGAL GHEMIGAL BARRIER SHALL BE APPLIED PROMPTLYT AFTER GON51-RUCTION 15 GOMPLETED, INGLUDING INITIAL LANDSGAPING AND IRRIGATION/SPRINKLER INSTALLATION. ANY 501L DISTURBED AFTER THE GHEMIGAL VERTIGAL BARRIER 15 APPLIED SHALL BE PROMPTLY RETREATED. 11. R318.17 IF A REGI5TEREP TERMITIGIPE FORMULATED AND RE6I5TEREP AS A BAIT5Y5TEM 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTION R31b.i.l, THROUGH SECTION R318.1.6 DO NOT APPLY; HONEVER, A 51ONED GONTRAGT ASSURING THE INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS FROM THE 155UE 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 PESTICIDE 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, 5'EGTION5 R31b.l.l THROUGH R315.1.6 DO NOT APPLY. APPLICATION OF THE HOOD TREATMENT TERMITIGIPES SHALL BE A5 REQUIRED BY LABEL DIREGTION5 FOR USE, AND MUST BE COMPLETED PRIOR TO FINAL_ BUILDING APPROVAL. 15. R315.1 TERMITE PROTEGTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERNIITIGIDE5, INGLUDING SOIL APPLIED PE5TIGIDE5, BAITING SYSTEMS, AND PE✓FIGIDE.S APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEN GONSTRUGTION. SEE SEGTION 202, REGISTERED TERMITIGIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A GERTIFIGATE OF GOMPLIANGE SHALL. BE ISSI.IED TO THE BUILDING DEPARTMENT BY THE LIGEN5ED PEST GONTROL- GOMPA,NY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A GOMPLETE TREATMENT FOR. THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE NITH RULES AND LAH5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRIGLIL.TURE AND GONSUMER SERVIGE5." 14. R315.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLULOSE-GONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTEGTION, THE SLEEVE SHALL HAVE A MAXIMUM NALL THIGKNE55 OF 0.010 INGH (0.25 MM), AND BE SEAI-ED NITHIN THE SLAB U51NO A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPAGE BETNEEN THE PIPE AND THE SLEEVE. NO TERMIT161DES SHALL- BE APPLIED INSIDE THE SLEEVE. 15. R315.3 GLEANING. GELL5 AND GAVITIE5 IN MASONRY UNITS AND AIR. GAPS BETNEEN BRICK, STONE OR MASONRY VENEERS AND THE 5TRUGTURE SHALL BE (,LEANED OF ALL NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE HOOD, OR OTHER GELLULOSE-GONTAININO MATERIAL PRIOR TO CONCRETE PLAGEMENT. EXCEPTION: INOR6ANIG MATERIAL MANUFAGTURED FOR GL051N6 GELLS IN FOUNDATION CONCRETE MASONRY UNIT GONSTRUGTION OR GLEAN EARTH FILL PLACED IN CONCRETE MA50NRY UNIT VOIDS BELOW SLAB LEVEL BEFORE TERMITE TREATMENT IS PERFORMED. 4.853. 501L 15 TO BE GOMPAGTED TO g5% MODIFIED PROGTOR AS DEFINED BY ASTM D 155-1-1201 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS NITHIN 24" A.F.F. OR SENTRIGON SYSTEM TO BE USED 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "L..IOUIP 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. REQU I RED SAFETY O LAZ I NO IN HAZARDOUS LOCATIONS SAFETY OLAZINC-7 (RE: FRG R308.4) R305.4 HAZARDOUS LOCATION5. THE FOLLOWING SHALL BE GONSIDERED 5PEGIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING. I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS. EXGEPTI ON5: I. GLAZED OPENINGS OF A 51ZE THROUGH WHIGH A 3-INGH DIAMETER (76 mm) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLAZING. 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJAGENT TO A DOOR SHALL BE GON5IDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INGHE5 (1524 MM) ABOVE THE FLOOR OR WALKING SURFAGE AND IT MEETS EITHER OF THE FOLLOWING GONDITION5: I. WHERE THE GLAZING 15 WITHIN 24 INGHES (610 MM) OF EITHER 51DE OF THE DOOR IN THE PLANE OF THE DOOR IN A GLOSED POSITION. 2. WHERE THE GLAZING 15 ON A HALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND NITHIN 24 INGHE5 (610 MM) OF THE HINGE SIDE OF AN IN -SWINGING DOOR. EXCEPTIONS: I. DECORATIVE GLAZING. 2. HHERE THERE 15 AN INTERVENING HALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. NHERE AGGE55 THROUGH THE DOOR 15 TO A GLO5ET OR STORAGE AREA 3 FEET (g14 MM) OR LE55 IN DEPTH. GLAZING IN THI5 APPLICATION SHALL COMPLY NITH 5EGTION R305.4.3. 4. GLAZING THAT 15 ADJAGENT TO THE FIXED PANEL OF PATIO DOORS 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE HINDOH THAT MEETS ALL OF THE FOLLONING CONDITIONS: i. THE EXPOSED AREA O INDIVIDUAL F AN INDIV D AL PANE IS LARGER THAN q SQUARE FEET (0.836m ); AND 2. THE BOTTOM EDGE OF THE GLAZING 15 LESS THAN Ib INGHE5 (457 mm) ABOVE THE FLOOR; AND 3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INGHE5 (q14 mm) ABOVE THE FLOOR; AND 4. ONE OR MORE WALKING 5URFAGE ARE NITHIN 36 INCHES (q14 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: I. DECORATIVE GLAZING. 2. HHEN A HORIZONTAL RAIL 15 INSTALLED ON THE AGGE55IBLE 51DE(5) OF THE GLAZING 34 TO 3b INGHE5 (846 TO q65) ABOVE THE NALKING 5URFAGE. THE RAIL SHALL BE CAPABLE OF HITH5TANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/m) WITHOUT GONTAGTING THE GLA55 AND BE A MINIMUM OF 1 1/2" INGHE5 (38 mm) IN GROSS 5EGTIONAL HEIGHT. 3. OUTBOARD PANES IN INSULATING GLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS WHEN THE BOTTOM EDGE OF THE GLA55 15 25 FEET (7620 mm) OR MORE ABOVE GRADE, A ROOF, NALKING 5URFAGE5 OR OTHER HORIZONTAL (HITHIN 45 DEGREES (O.q7 RAD) OR HORIZONTAL) SURFACE ADJAGENT TO THE GLA55 EXTERIOR. 4. ALL GLAZING IN RAILINGS REGARDLE55 OF AREA OR HEIGHT ABOVE A NALKING 5URFAGE. INCLUDED ARE STRUGTURAL BALUSTER PANELS AND NONSTRUCTURAL INFILL PANELS. 5. GLAZING IN HALLS, ENGLOSURE5 OR FENGES GONTAINING OR FAGING HOT TUBS., SPAS, NHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOVERS AND INDOOR OR OUTDOOR SHIMMING POOLS HHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INGHE5 (1524 MM) MEASURED VERTIGALLY ABOVE ANY STANDING OR WALKING 5URFAGE SHALL BE GONSIDERED TO BE A HAZARDOUS LOGATION. THIS SHALL APPLY TO SINGLE GLAZING AND EAGH PANE IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT 15 MORE THAN 60 INGHE5 (1524 MMI); MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE HATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SHIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. 6. GLAZING WHERE THE BO OM TT EXPOSED EDGE OF THE GLAZING 15 LESS THAN 36 INGHE5 (q14 MM) ABOVE THE PLANE OF THE ADJAGENT NALKING 5URFAGE OF STAIR -HAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXGEPTI ON5: I. HHERE A RAIL 15 INSTALLED ON THE AGGE551BLE 51DE(S) OF THE GLAZING 54 TO 3b INGHE5 (b64 TO q65 MM) ABOVE THE NALKING 5URFAGE. THE RAIL SHALL BE CAPABLE OF NITHSTANDING A HORIZONTAL O LOAD A F 50 POUNDS PER LINEAR FOOT 730 WITHOUT CONTAGTIN N/NI G THE GLA55 AND HAVE A GRO55-5EGTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INGHE5 (3b MM). 2. GLAZING 36 INGHE5 (q14 MM) OR MORE MEASURED HORIZONTALLY FROM THE HALKING 5URFAGE. 7. GLAZING AD -]AGENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY HHERE THE GLAZING 15 LE55 THAN 36 INGHE5 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 15 PROTEGTED BY A GUARD COMPLYING HITH 5EGTION R312 AND THE PLANE OF THE GLASS 15 MORE THAN lb INGHE5 (457 MM) FROM THE GUARD. NOTE: IT IS THE GONTRAGTOR5 RESPONSIBILITY TO REVIEW ALL DRANIN05 BEFORE GON5TRUGTION BEGINS. DANSGO ENGINEERING, LLC, IS RESPONSIBLE FOR THE STRUGTURAL INTEGRITY OF THIS PROJEGT ONLY. ANY DISGREPANGY BETWEEN FIELD GONDIIONS, OTHER DE51GN PROFESSIONALS' SHOP DRANING5, GONTRAGTORS' 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 PRODUCED FOR RESIDENTIAL OR GENERAL GON5UMER USE. SEVERAL NEW PRESSURE TREATED HOOD ALTERNATIVES HAVE BEEN GREATED TO REPLACE GGA-G. MANY OF THE NEW PRESSURE TREATED WOODS USE GHEMIGAL5 THAT ARE CORROSIVE TO STEEL. IT IS THE GONTRAGTOR'5 RESPONSIBILITY TO VERIFY THE TYPE OF HOOD TREATMENT AND TO 5ELEGT APPROPRIATE GONNEGTORS THAT RE515T CORROSION. FOR EXAMPLE, AGO-G, AGO-D, GBA-A, OR GA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLE55 STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT. HORST GASE DES I O N PRESSURE TABLE GUILDING DATA UJIND SPEED 140 MPH (Vasd 105 MPH) WIND EXPOSURE -- 'C, (FRO R301) INTERNAL PRE66URE COEFFICIENT= +/- 0.10 ENCLOSED BLDG) DE51GN WIND PRE55URE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 0 END ZONE 16 ONLY WITHIN 5'-m" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS (A51D PRESSURES) 140 MPH + 25b PSF / - 343 PSF (END) UNLESS NOTED ON FLOOR PLANS + 25b PSF / - 21.1 PSF ( INTERIOR) UNLE55 NOTED ON FLOOR PLANS GARAGE DOORS (A6D PRESSURES) SINGLE 9x7 + 22.3 PSF / - 253 PSF DOUBLE 16x7 + 21.4 PSF / - 23.5 P5F } 5 . 6:Q:%: ri4•:raiY?:fs: Y.J::, "�ka;A:.ik":i1:: 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 i o C3 N Z M C> z Q V) Ln w -J Z Fa-aac� Ce Q 00 � F- W Z Lu� w J 0 J U x Lu Q LLJLij O J Q r w Q O p r Q ^0 L W z 00 Z LO 011 V) O L0 M U IL N 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. 02018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LEN NAR CORPORATION. 02018 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: _ DATE DESCRIPTION 12 19 17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 i. `l 4 .,tY 1 �" C - tn n" �%, CV Q w am Co F® J wLu Q Ce �Z Z W QN =N Lu It 2 W �* � Z Q LJ-I T LLI LLu ❑ L SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: LF REVIEWED BY: TH SIN RAFTER SPAN TA5LE MEMBER SIZE AND 5FACING" MAXIMUM LENGTH MEMBER CONNECTIONS* 2' X 4' m 16' O.C. 1'-5' (2) 16d TOENAILS 2' X 6' I1 16' O.C. 10'-8' (2) 16d TOENAILS 2' X S' 6 16' O.C. 13'-9' (3) 16d TOENAILS 2' X 10' a 16' O.C. 16'-5 (1) USP HTUJ20 OR (3) 16d TOENAILS 2' X 12' 6 16' O.C. 19'-3' (1) USP HTW20 OR (4) 16d TOENAILS 2' X 4' 9 24' O.G. 6'-1' (2) 16d TOENAILS 2' X 6' 6 24' O.G. 8'-0 (2) 16d TOENAILS 2' X 8' f1 24' O.G. 11'-0' (2) 16d TOENAILS 2' X 10' a 24' O.G. 13'-0' (3) 16d TOENAILS 2' X 12' a 24' O.C. 15'-4' (1) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 FSF LOADING "D2 x 4 MEMBER TO BE SYP"1 NON -DENSE OR BETTER FILL CELL STD. 900 HOOK BOND BEAM II ROOF DIAPHRAGM NAILING 5GHEDULE USP-- RID6E LINE � MUGT15 TYP GI D COMPONENT & CLADDING DESIGN PRESSURE (140mph (Vasd = 108mph), enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = Up to 30 feet, Occupancy Cat. II) TRIBUTARY AREA (ft2) ROOF WALL ZONE1 ZONE2 ZONE3 ZONE4 ZONE5 10 17.1 -26.6 17.1 -46.2 17.1 -68.6 29.7 -30.8 29.7 -39.2 20 15.5 -25.2 15.5 -43.4 15.5 -64.4 28.3 -30.8 28.3 -36.4 50 14.0 -25.2 14.0 -37.8 14.0 -58.8 26.6 -28.0 26.6 -32.2 100 14.0 -23.8 14.0 -33.6 14.0 -54.6 25.2 -26.6 25.2 -30.8 125 14.0 -23.8 14.0 -33.6 14.0 -54.6 25.2 -26.6 25.2 -30.8 Notes: 1. For effective areas or wind speeds between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2. Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table R301.2(3) of the 6th Edition (2017) FBC, Residential volume 3. Plus and minus signs signify pressures acting toward and away from the building surfaces. 4. Table values have been multiplied by 0.6 to convert component and cladding pressures to ASD. CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTOR G RAVITY (100%) UPUFT(LBS) LATERAL, I F2(LBS) FASTENERS CONNECTOR GRAVITY(300•�) UPUFT(LBS) LATERAL, I F2(LBS) FASTENERS SYP SPF I SYP I SPF SYP SPF SYP I SPF MASONRY/CONCRETE APPLICATIONS MASONRY/CONCRETE APPLICATIONS HTA16 - - 1870 1608 710 (611) 9-10d x 11/2" HETA16 - - 1810 - 795 9-10d x 11/2" HTA20 - - 1870 1608 710 (611) 9-10d x 11/2" HETA20 - - 1810 - 795 9-10d x 11/2" RT16M - - 1395 1395 480 9-10d x 11/2" & (4) 1/4" x 13/4" TAPCON HM9KT - - 805 805 200 (4) SDS 1/4" x 11/2" & (51 1/4" x 2 1/4" TITEN 2 HTT16 - - 3500* 3104* _ 18-10d & (1) 5/8" 0 A.B. W/ 12 V2" EMBED. HTT4 - - 3500* 3105* - 18-10d x 11/2" & (1) 5/8" o A.B. W/ 12 1/2" EMBED. HTT45 - - 3500* 3500* _ 18-10d & (1) 5/8" 0 A. B. W/ 12 V2" EMBED. HTT5 - - 3500* 3500* I _ 26-10d x 11/2" & (1) 5/8" 0 A.B. W/ 12 1/2` EMBED. LUGT2 - - 1550 1550 475 (400) 16-10d & (5) 1/4" x 3" POWERS WEDGE BOLTS LGT2 - - 2150 1850 _ 16-16d SINKERS & (7) 1/4 x 2 114" TITEN 2 LUGT3 - - 3525 3240 - (12) 1/4" x 21/2" WOOD SCREWS & (4) 3/8" x 5" POWERS WEDGE BOLTS LGT3 - - 3285 2365 - (12) SDS 1/4" x 3" & (4) 3/8" x 5" TITEN HD LT519-TZ - - 1205* 1036* - 8-10d & (1) 3/4" 0 A.B. W/ 6" EMBED. LTT79 - - 1310* 1125* - 8-10d x 11/2" & (1) 3/4" o A.B. W/ 6" EMBED. LTF131 - - 2100* 2100* _ 18-10d x 11/2" & (1) 5/8" 0 A.B. W/ 71/2" EMBED. LTTI31 - - 1350* 1160* _ 18-10d x 11/2" & (1) 5/8" 0 A.B. W/ 5" EMBED. MUGT15 - - 2556** 2556** _ 22-10d & (1) 5/8" 0 A.B. W/ 12" EMBED. MGT - - 2556** 2556** _ 22-10d & (1) 5/8" 0 A.B. W/ 12" EMBED. RFUS - - 5500 4730 _ (12) 1/4" x 3" WOOD SCREWS & (4) 3/4" x 6" POWERS WEDGE BOLTS+ FGTR - - 5000 3600 _ (18) SDS V T' x 3" & (2) 1/2" x 5" TITEN HD FRAME APPLICATIONS FRAME APPLICATIONS RT7 - - 585 495 195(160) 10-8d x 11/2" H2.5A - - 575 495 1 110 1 10-8d x 11/2" RT16A - - 1380 1160 645 (545) 9-10d x I V2" & 8- 10d H10A - - 1340 1015 285 18-10d x 11/2" RT16-2 - - 1160 975 415(345) 16-8d x 11/2" HlOA-2 - - 1245 1070 260(225) 18-10d x 11/2" SPT22 - - 685 589 260(223) 8-10d SP1 - - 585 535 - 10-10d SPT24 - - 1030 885 260(223) 12-10d SP2 - - 1065 605 - 12-10d SPT4 - - 945 812 - 6-10d x 11/2" SP4 - - 440 380 - 6-10d x 11/2" SPTH4 - - 1730 1487 - 12-10d x 1 V2" SPH4 - - 1240 1065 - 10-10d x 11/2" MUGT15+ PHD4A 4175*** 3590*** - 22-10d & (1) 5/8" 0 BOLT (10) 1/4" x 3" WOOD SCREWS MGT+ HDU4-SDS2.5 _ _ 3965*** 3285*** 525 22-10d & (1) 5/8" 0 BOLT (10) SDS 1/4" x 2 1/2" LUGT2 - - 2260 1900 505(425) 32-10d LGT2 - - 2050 1785 170 30-16d SINKERS HTW20 - - 1530 1285 - 20-10d HTS20 - - 1450 1245 - 20-10d LSTA18 - - 1235 1110 - 14-10d LSTA18 - - 1235 1110 - 14-10d LSTA24 - - 1235 1235 - 16-10d LSTA24 - - 1235 1235 - 18-10d LSTA30 - - 1640 1640 - 22-10d LSTA30 - - 1640 1640 - 22-10d LSTA36 - - 1640 1 1640 - 22-10d LSTA36 - - 1640 1640 - 24-10d HUNG APPLICATIONS HUNG APPLICATIONS MSH29 2980 2190 785 615 - 10-10d & 4-10d THA29 2260 1740 560 480 - 8-10d & 4-10d HUS26 2760 2373 1925 1655 - 20-16d HUS26 2720 2330 1550 1335 - 20-16d THD26-2 2770 2382 2340 2012 - 18-16d & 12-10d HHUS26-2 2785 2390 1550 1335 - 20-16d THDH26-2 4375 3785 2340 1715 - 28-16d HGUS26-2 4355 3750 2155 1855 - 28-16d THD26-2 2770 2382 2340 2012 - 18-16d & 10-10d HTU26-2 2940 2530 2175 1870 - 20-16d & 20-10d HD28 1230 1057 780 670 - 8-16d & 4-10d x 11/2" HU28 895 770 610 525 - 6-16d & 4-10d x 11/2" HUS28 4170 3586 2570 2210 - 30-16d HUS28 3965 2905 1 2000 1720 - 30-16d THD28-2 4310 3706 2595 2231 - 28-16d & 16-10d HHUS28-2 4210 3615 2000 1720 - 30-16d HD210-2 2155 1853 1170 1006 - 14-16d & 6-10d HU210-2 2085 1795 1135 980 - 14-16d & 6-10d THDH210-2 9010 7205 4370 2620 - 58-16d HGUS210-2 9100 7495 4095 3525 - 62-16d KLEG3 W/TOP FLANGE 12200 - 3845 - - (2) 3/4" o A307THRU BOLTS INTO GIRDER & (4) 3/4" o A307THRU BOLTS INTO MASONRY LEG3PC 11865 - 3845 - - (2) 3/4" 0 A307 THRU BOLTS INTO GIRDER & (4) 3/4" o A307THRU BOLTS INTO MASONRY THDH414 2520 - 1960 16-16d & (18) POWERSTAPPER+ 3/16" x 13/4" 11414 5085 - 2015 - - 12-10d & (24) 1/4" x 23/4"TITEN 2 * CAPACITY FOR CONCRETE APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 8" EDGE DISTANCE ONCONCRETE & SET INSIMPSONSET-XPEPDXY ** CAPACITY FOR MASONRYAPPLICATION. ANCHORBOLTRE UIRESMINIMUM2 4"EDGE AN I T GROUTED Q 3/ A END DISTANCE N OTOPDFFULLYGR TIED 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 OFTHETRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. w IR ER TRUSS 0 ¢ CONT. #5 90 STD. IL --- --- CONT. #5 HOOK 1 BAR 2X TOP PLATE BAR -----=-J�-- 5/8"o #5 CONT. THRU _ % J FROM BOLT 15/32" GDx PLYWOOD FOUNDATION - OR 7LE) 05B (FOR ��J� -- 5HINGLE) la/32" CDx TO HIGHEST PLYWOOD OR O5B BOND BEAM (FOR TILE) 2 X 6 (MIN) B.U.0 IDG-E LINE BOND BEAM STEP 140 MPH 3 SEGOND GUST EXPOSURE 'O' HIND ZONE 140 MPH 3 SEGOND GUST EXPOSURE 'O' WIND ZONE SCALE: N.T.S. USP (FOR SHINGLE) (FOR SHINGLE) MUGT15 TYP. +++++ 4" O.G. © GABLE END WALL OR GABLE TRU55 RSRS-OI NAILS @ 6" O.G NTFRMEDIATE -2nd FLOOR + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + 6'-O" (,YP.) + + + + + + + +++ + +4 + + + + + + + + + ++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + /++ + O + + + + + + + + ++++ + + + + + + + + + + F + + + + + + + + + + + + + + + + + ..._..._...._.......�_.......-_.,..._._._...,....,...,,.,.�..„..�..,..��. 2 3/8" INGH NAIL LENGTH 2 3/13" INCH NAIL LENGTH - ---- ------- PLAN FOR MORE INFO ICI I I �',1 (FOR TILE) (FOR TILE) CONT. BASE PLATE ` RSR5-01 NAILS © 6" OG $ 4" OG ® GABLE END RSR5-01 NAILS @ b" OG EDGE5 6 BEARING COLUMN TYPICAL USP MUGT15 TO HTA -1 20 8 / HTA 20 HALL OR GABLE TRUSS RSRS-OI NAILS @ 6" OG INTERMEDIATE 0.120 INGH NOMINAL SHANK DIAMETER (MIN) 0.120 INGH NOMINAL SHANK DIAMETER (MIN.) -PLYWOOD FLOOR SEE PLAN FOR REQ 'D , SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN 3 INCH NAIL LENGTH 3 INGH NAIL LENGTH COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW NOTE: FOR BLOCKINGfTJI 1) R5RS-OI IS A RING SHANK ROOF SHEATHING NAIL MEETING THE: 5PEGIFIGATION5 IN A5TM F1667 2) SEE STRUGTURAL NOTES FOR SHEATHING SPEGIFIGATIONS AND HIND 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) SCHEDULEINTERIOR ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOH PINE OR DOUGLAS FIR OR BETTER. � BRG. WALL .....,,, """' SECOND RT16A IS BASED ON IF ROOF FRAMING GON515T5 OF A LE55ER GRADE OF LUMBER, GONTRAGTOR MUST GONTAGT DANSGO ENGINEERING, TJI PER PLAN LLG FOR ALTERNATE FOR NAILING PATTERN. OTHERWISE SOLID S.P.F. BLOCKING TO MATCH Solid block all posts from ' # OF 2nd FLOOR above to bearingSTUDS below. >�® USP RT16A USING SECTION @ INT. BRIG. WALL 17-8dx11/2"NAILS DOUBLE JOIST CONSTRUCTION UPLIFT = 11601f Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _+ 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 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 r ° 1/8" min. }Small gap 2" min. ` 2" max. 4" max. 1/8" gap � 1ti Clinch nails when possible 1) Support back of web during nailing to prevent damage to 77 web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2x m CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when ossible Sta or rows from o osite required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate 0 BCI 5000s 9-1 /2" 2-8d 2-8d 11-7/8" 2-8d -_ 3-8d 14" 2-8d _ 5-8d BCI 6000s� BC16500sw 9-1/2' 11-718" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 1 2-8d ^ b-sd - BCI60so 11-7/8" 2-8d 3-8d -- 14" 2-8d -5-8d 16" 2-8d __ 6-8d BCI 90s® " 3-16d -3_ 16dY_ 14" 5-16d 5-1 bd- 16" 6-16d 6-16d TYPICAL HUS INSTALLATION TYPICAL RT16A INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR O SIZE AND QUANTITY O d OF FASTENERS d O 6 d 6 d p 6 0 6 6 d O 6 O 6dd6 66 p gg pp - Hangers with side nailing. d 6 6 d OF THE JOIST ASA REQUIRED LEAVING s" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER Birdsmouthuth cuts. d d DOUBLE JOIST CONNECTION top flange utss. - . N.T.S. e - 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 Load bearing walls when load bearing - for lateral support when joists I T Vertical load transfer =1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wail or l�Ai51�� RSWAA Load bearing wall must stack beam below 1 * over squash=20 blocks and -Load bearing wall must stack over-----_R.YIIENT TABLE Non-stacking walls * blocking and wall or beam below.* ------' -------- require additional wall or beam below. q JOISt Roof Slope 4-1nd consideration. Check I Roof Slope 2.12 and Underlaywent I underlayr, e" € When joists meet over wall, provide Roof Covering,Se tion I ( Greater local building! Loss ` Than 4:12 Underla_ r am .A a I�me ; �1/16" 13/4" minimum bearing for each. I -Joist can be offset = y Aal�arrr code for appropriate g i rrda�y��arrt up to 3" to avoid details in One 10d box vertical plumbing ASS T M i 26 Type f o It I A� y areas=20 of high or-20 sinker � ��- r I�a� =a � t i " ASIMh ��=1' 69 Type 0, 111 or N,' 't SS O 4=„ 69, T, a `� i 2 E lateral load. nail each side 3 max Asphalt shingles R9015.2ASTM O^`# I Ak"ST I 7 57 at bearing. JOISTS OFFSET ..,.... mw_". ,.,... .,....... _ ATM D19€i AST` I # N.T.S. ............... ..,..,, ...t ......................................................... Concrete anal Clay "Isle i &eion R90aJ-+ �33 ) Provide adequate bearing R905 for each lapped joist. Use 1 Odx3" nails at 6"o.c. for all joist "......:.. . blocking panel *Non -stacking walls ASTM D221 Type a a.r It I I Squash block 10d nails require additional consideration. Stal ref aIglaa 1 TITa 9 Tye E III �r iV 1� £ T� I'' ? 21 SECTION n INT. BRG. WALL (2x4 minimum) l� Rg l2.4 AS I` I D,5767i A t 43 1 � l 3 Bearingwall, Versa -Lam LVL or N.T.S. I ASTM M 011�)70 €3 AST D 19-10 _ ® r '"'"""" "m'""'-""'--' 3Glulam Beam . SST D226 Ty("t It I I r3 ? i lr ralwar aaad toll I A =1a1 Lao r TypeI 111 or IV € 1 ATM , Type I` t ( roofing rig 6 �«. � i s r i ASTM D 8 z_ S, T�:I e IV NO HOLES EXCEPT ,Aa. MINIMUM SPACING - 2x GREATEST Backer block 12 wide min. ........................... "„ . ....... . ..... :_» _ ..",. ._.,...., ... ,... KNOCKOUTS) ALLOWED IN BEARING ZONES D DIMENSION OF LARGEST HOLE Nail with '10-10d nails. I ASTM D1970 3 ` `IST IIA D197 (KNOCKOUT EXEMPTS) g p g Install tight to to flange. .> ,.. "..._r,....".. (see table below) D ASSMD 21,16Tt e 0, 11 ( ) ' Slate and Ia�e- i i � r� �� � r AS f'lsi = 2 6 � � 11 see table below I ASaI'=,D-41 _ Type, H,III r t� 1 2 alTlrrgIts j " I ASTM D <T,r":e 19 Type IV DO NOT cut, notch Joist hanger ASTI4 Dft17 , i or drill flanges ASTM D 1970 1 J _.. D1970 3j CO ❑ CO ` Alood shingles ..".". �. 1 1 �- 22 � eyl2e x � >I i � -A 5 13111 :> a ) ill 4 3 I R9g2.,7 ? ATIasg 1y� r,, 111 or t ) A� > IA 3 1`' Type,IV t __ 6 ff A 1 2" ROUND HOLE MAY 6 = 6 ff DO NOT CUT HOLES Filler block. - I Lr �rT'�f1 1 BE CUT ANYWHERE IN Wood slrakas ;'ASTM I 6 Tye H I CANTILEVER LARGER THAN K" Nail with €slopes 12 and � I ROUND IN 10-10d nails. I 1Greater I THE WEB. PROVIDE AT mm 5 ° ASTM €14 ° ra T aye I V LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top """"' ....................""' "" ` "' " a "` FROM OTHER HOLES 1 ASTM M `T 6 -ype . of I1 AS r 11226 yp� 11 mount hanger load exceeds 250 lbs. E MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" Install tight to top flange. Metal roof p3oals 1 AS aM 044,6Type I„ Ill or 1%, 1 I ASTIRM ID :-FtA9 Ty R. IV 2 . - ....... .:.. <. .,:. ........ .. .. J:: ,8, _T{_$1. .1 r......: .a:.a .. +¢ 3S 1:-��n : • +j. >.1,.p� _ ,- .-{�: 2 .. ` Z �4: 2 g., ...r=gea t <st "Y;v An, 16!'joist 2 - 6'.-'' " T R27' .,¢ _,<'}` :Vf ' 1- g'' .+6g 4" L,3� 2-11" S�-kg30' •$ eg-7 4 ,Zy ; , '-9' 64' 2 ...... .... ... 10 1 1 r .1, 2" 1 Z' T, T" Z-15" 2' p_ 3 `IL 4: S- ' 6-41a -7& '-Z* 20 V-0 1 1.". 'I' .2, 1 �_": 2-0=" 3- ' 4'-9I" 4'- 0`, 5 11 �r-1 " Z' 1`I. III 24' V-9' 1 V ". T72" -1 '-3` 2" �_" -s -9' I S-10=" I _Tj7_° '4` 1 9-6'04* R905.1r ASTM T .."1 a r �T•:.' -: i "2 . ,4 Hx 8> 1/4"-2" a -- AS, I` . �' f u7y. E ,.. ,�.... T <1=.� 19Ti1 AISTh4 D226 Type, I or at 1 AS=.._ , 216, 1y pe,1I Photovoltaic Siz'tragla:s ASTM _.. D4E%9 7'yqNe il, 11, .x- N I AIST Iai - 48a. _ Type ;yR905 e ,ro,1.. d�,..'Y € ^4�h i 617 . I .� � 1 I AS as t e� T;1 197i S Top Mount Face Mount„ ... --------- 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 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 _>. z > .; . ,.f r, r : fs pw e�W Q � d ,,, ,>; W. ffie ���v �, fa,.on a�.Q• ,•1,Ey r. ,'? 1� rr=z:�..r � W. a..:a,. �� (� Zs- ( ) (DEAD) MPLTh erg 0 sSC s . 1 F i:w t Eat a duix r sa:, #ss� a rs e ,. € x a4 rr h , t .: ;, €s eit a;.. 5 ar; t BEY = . a W.,: ..s; U rs<< . e?: 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. (� ft�=,.;"i be a`T`f�` -him, t..: � Elaw��$ e depj" 3tK 3 Y�....>, •-cvm'y- s4 1,��.;#i'a. "� s.,.l"• F S-�:aiars�. . _:>' w :a.: ie `�te< t ;tn.�,> ,:W a rw £i-:F 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 THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top re aired if hanger q 9 s € ., ash so y mr vV 0-1.>og Vs rr e 1 #:gin: kl £a> baps say "„_ e rfEacl<r.ess of Em,3 t Mw, 32-�age0 , -k zw-Tm 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 i e3¢ E:fi g Or•&, hzve; as km,•f:3'3 rn r;i. , v : H,,0 = 5_±+Ea ,a;z ft.*i_ 4=tsa rPA .. :.r # 'M M0 > .ap a3a:l x :sh 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height be r u. EM: , ft= D w' E Bch �w um. 'l sibw z. a..:t; r"Mu wd __ _::,, a kw .\vwavh s .s ' tin ft. Cap .Tw=. St'AE rmve a u a ram Y ,:T pere we; MEMBER CONDITIONS. requirements h.a a 1�se m..E sP•,. RflI:Tcg of m:z16, ;.,.. ;.s ._. Man, ,>=a foo,3t rrN y, 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF r �,+t € a 1r� 1 ;:,tm, _ *. € s=„a l,gf ;u' r,=> s x�= r;t ar ;•',., a3 -:rs€ ar3t�'vr ir• f, e <:pweft 0.6 X Joist THE LARGEST HOLE. 4.,r :> MA �:Sv_ ", n, k.Tm 4 rn&os �sr � � l�Ps �f 4 be 6 E ; t?eS a €W 08P be w' h feet et rr,� ..nder, ont H€ .� be *try t m� :o a, r,:aftt* �xd 1 ,f D depth aAl� m-tt w a�: wiw .psis in ih- y..,.E: z t u� 0 z�.'= , a mws, Earn I atef4r �0at1re z 12 ..�� r � -� mm c � .> :am" �,e e: a zo t1m oast an" v0e r;s %s e ned 7.1/ ROUND KNOCKOUTS IN THE WEB MAYBE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. �ha be e�eettd amkv mml atw nl1atj, kap mSl'3 avffl, S r_=Mal tap crrgmeE ,q e ,& W_,s ftv,, n bxk McIM ��a-3 sfist€ 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1 2" KNOCKOUT HOLES TURNED WITHER "Ve e 1Wtk1,*es of 1�.'�T.' vmr, iPiW ; 2 e sa . m €rx8W- zp"c3ww-& Vea ht*1W > ap\ ; h"M have at = 4i E1?'yi484 'ib0','Tx.me -V 00 10 aE rr Klivf?P,3'' $"�Ea:.k€ etm of ft UP OR DOWN. = ,Itkd:.f Pks'., 8e, st44 to, ,. M's The r. P mm al gym, lmatg bo r,w Ww n n 0.0ra3 Er .>. t.>r Kno shE�gk Pop nsM and tw sm00,;: 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE S, Roof ._. Teo 3:,,m;" veftt& #m 12 gnats €Iwzan (Olpw €ar t tnwt M"V eo s eh #t u* «o3 wee � t>. ae, atpw\, me-1 POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BG CALC SOFTWARE. �Eda..b.r'ng3,=ma:qM=ao,a bfyitItlna.,w rwmfayrwf JTr ...�., MM.ft, IASTM r.y-197E€fEral#=_3.�_s:.�rt.a,n#��€T�heE:oo;k a� ..:,..a��3ndIr•ao _JOISTS BUCKETS N.T.S. mHOLE CUTTING CHART . F apft the ram- )ac ,:--..t I:. shy oa pAe =,, >. np? ,am,s I,. f;0mxar z'an:ivs3„ in 'mde'r.:sv= ETt €r N.T.S. a � ; 3 j 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 Ly o 0 N W OLn HLn n 0 z O (n CO ^ �M� �Wu-n V7 ZFa- a ; h Q00 ZV~i� WzC) w J 0 Jcr U W (� Q> LLI 9 J OCL `= v J W Z 0 Q Z w Q Z 00 Z UU V) M CL to TO THE BEST OFTHE 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 = 1OBMPH), 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 THESTRUCTURAL PORTION OF THIS DRAWING ONLY, ©2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WRHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED - REVISIO_N: DATE DESCRIPTION 12.19.17 2017 1,00 bTH ED.( ) FBC UPDATES _ UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 l�i• � a '.'\l f+" ice. ``` y ^i °0„0* a� ces LU I-- ca lJ Z w � W 62 W Ln Q� ZN LU _* W Z)* Z Q LLi = Uj rn a: i_- a: W ❑ 23 SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: LF REVIEWED BY: TH SNI O 0 I 00 LO INSULATION REQUIREMENTS LOCATION R-VALUE / T`rf=E EXT CONG WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-l9 KRAFT FACED R-30 BLOWN- IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING CONDITIONED CE IL INGx 5/8'OR 1/2' HIGH STRENGTH (UN.O.) W/ 2-16d TOE NAILS -1 EACH END (INSTALL BAFFELS AT EAVE) (OR V GYP. TYPE 'X' -1 GARAGE GARAGE SEPARATION W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT R-it/R-13 KRAFT FACED CONNECTIONS. PROVIDE (1) USP HTW20 WHEN (GARAGE / LIVING) TRUSS ALIGNED WITH STUD BELOW 1/2'OR 5/8' HIGH STRENGTH BOARD REFER TO UNDERLAYMENT TABLE ON SHEET SNI FOR S.P.F. DOUBLE (UN.O.) (OR 5/8' GYP. TYPE 'X' 6 TRUSS BOTTOM CHORD OR 2x4 UNDERLAYMENT REQUIREMENTS 8"x8'x16' NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-16d TOE NAILS 3/8' MORTAR BETWEEN COURSESBOVE) e EACH END USP SPT24 2'x S.P.F. (OR EQUAL) STUDS � 16' O.G. U.N.O.UPRE ENGINEERED WOOD TRUSS a 24' O.C. U.N.O. 5.P-F. DOUBLE TOP PLATE 12 CONNECTOR SEE UPLIFT SCHEDULE FOR UPLIFT HURRICANE ANCHOR �' EACH TRUSS a II II II USP SPT24 CONNECTOR CONNECTIONS. PROVIDE (1) USP HTW20 WHEN C Y-f VARIES (SEE UPLIFT SCHED.) W/ METAL PL. ° II ° II 1/2' CDX PLYWOOD OR 1/16' 0.5.5. (1) ROW 2x BLOCKING -a MID HGT. FOR WALL �---_-----�I--�L------- �L-- _-----�� TRUSS ALIGNED WITH STUD BELOW UNDER EA. TRUSS r--- ,------- ---------------------- --- SHEATHING REQV. FOR ALL HGT. < V-6". (2) ROWS 2x BLOCKING 's 3rd 1/2' GYP. W.B. MIN. 's GARAGE SIDE I II II II II II II II II II II EXTERIOR OR SHEAR WALLS AS PT5 FOR WALL HGT. > 8'-6'. IF APPLICABLE , OISTURE BARRIER II n II u n 2 x S.P.F. (OR EQUAL) STUDS 6 16 O.C. UN.O. INSULATI B II a II 11n INDICATED ON THE PLAN. ATTACH ROOF COVERING-c L-_-_-_-_J_L_-_-_-_---_ L =__--_-_-_-_J_L_-_-_-_---_-_-_-_J_L_-_-_-_---_-_-___J_L_-_-_-_ SEE THIS SHT FOR INSULATION CHART (l) ROW 2x BLOCKING 6 MID HGT. FOR 1/16' O.S.B. MIN. (FOR SHINGLE) OR 19/32' 055 ii ii SHEATHING W/ ad COMMON NAILS m WALL HGT. < 8'-6'. (2) ROWS 2x BLOCKING SEE THIS BHT FOR INSULATION CHART (FOR TILE) SEE ROOF NAILING SCHEDULE ON II n II II 3/8' MORTAR BETWEEN 4' O.G. fit BOUNDARIES, 6' O.C. .6 6 3rd PTS FOR WALL HGT. > V-6'. SHT. BNl 8 x4 x16 NOMINAL u u u II , BLOCK WITH 3/8' II II n II SLAB 8 BLOCK5/8'o x 10' 'J' BOLT 24' O.C. WI _ ELEV. VARIES L --- -- _---JL---------JL-------- —_ _ --- EDGES, AND 12 O.C. FIELD P P 22 CONNECTOR 2'0 x 3/16' PLATE WASHER (TYR) r---��---- �r----------Ir---------�r---------I�—__ UBF SPt22 CONNECTOR MORTAR BETWEEN II u u = n 5/8'0 x 10' 'J' BOLT COURSES CUT TO II II II II II 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x WIA WWF OR FIBERMEBH 5/8' OR I/2' HIGH I u n u II a � /J 24' O.C. W/ 2'�x3/16' 2x P.T. BOTTOM PLATE 2° 5TRENGTH CEILING ALUMINUM SLOPE. II II II m II / 6 x 6 WIA x WIA DRIP EDGE L---- L------ L ___------JL--_-----JL------JL---- ELEV. SU -1U PLATE WASHER (TYP.) 3 I/2 MIN. ---- -----IF - �r--- ------ 2„ BOARD PER CODE (OR u u u d a AFF. WWF OR FIBERMESH 5/8' GYP. TYPE 'X' ALUMINUM FASCIA ELEV. -0-4 1/2 L---------JL-----JL----_ --JL_ Z �3 1/2' MIN- ° 7. GARAGE WIA HABITABLE , 2x SUB FASCIA AFF. ° . ° , d d' ' d. '° ' , _ - -- " ° ROOM ABOVE) 12 O. ° . a a . e ° d ° _ ° a .. Q ELEV. -O -3 I/2 O p— — — —�—° D= — °> p ° ° • 3 1/2 Cm in.) TO 4 2 VENTILATED a AFF. O U' W/DRYWALL SCREWS -1 1' ° - . . d ° . 2x4 CONT. ° LL - - - - p °p. \ 3 1/2"(min.)- 4' 3 1�(mlF1 Nl o O.0 CEILING 4 8' O.G. SOFFIT ° d ° d - - a •' \\ \ - �\ / / / 6 MIL VAPOR 3 VX16' KNOCK -OUT �. I I �' a a d 3 I/2°(min.) - 4° /\ \\ \\ WALLS d \ BARRIER BLOCK W/ 105 CONT. C�ARAC�E DEPTH VARIES ° \ \ \ 6 MIL VAPOR (2) 05 CONT. SEE THIS SHT FO FILLED SOLID ° ° d. BARRIER 40 1 _4 8® INSULATION CHART W/GROUT a �. . (2) #J CONT. U.N.O. IN. Ix2 P.T. HORIZONTA S' C.M.U. TYPICAL 4" 1'-4" 8" NAILER TYPE INS" MORTAR U.N.O. MIN. ,ALTERNATE T T f=IC,4L 5EARING STD.90°HOOK (SEE DETAIL) ARCHITECTURAL ,� ,� SL,� ,��- �� {� T"rf=ICAL SEARING UJALL 'a STEPrc WALL 'a STEP UJ/0 Si EAS UUALL CC SEE THIS SHT FOR —.FINISH SCALE: 3/4'=1'-0' SCALE: 3/411=1'-0" �� SCALE: 3/4"=1'-0" S3 INSULATION CHART lx2 PT WD FURRING -1 24' O.C. 1/2' GYPSUM WALLBOARD UN.O. lU 15 VERT. IN FILL 2x S.P.F. STUDS 16' O.G. CELLS (SEE 2x STUD 1/2' OR 1/16' 055 MIN. PLYWOOD SHEATHING `✓_`�� ��� FOUNDATION PLAN LOAD BEARING O I I NAILED W/ 8d COMMON NAILS 9 4' O/C 1x4 P.T. BASE NAILER FOR LOCATIONS) EXTERIOR WALL 8' C.M.U. BOUNDARIES, V O/C EDGES, AND 12" O/C FIELD. 3 1/4' BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING fit SEAMS. 4'x4' INSPECTION I I I'x P.T. STUD ll) ROW 2x BLOCKING � MID MIN. 2500 P51 GONG. SLAB m - (2) ROWS OF 2x BLOCKING PORT AT EACH �r 2x STUDS 16 O/G /• s NOTE: HGT. FOR WALL HGT. s V-6'. MIN PSI MAY VARY PER c° `" � VERt. IN FILLED CELL THIRD POINTS EE THIS SHT FOR INSULATION CI-4ART (2) ROWS 2x BLOCKING '� 3rd FILLED CELL BEE CC/S3 OR (2) FOR WALL HGT. 18'-s MUNICIPALITY. ��- TYPICAL G/S3 FOR ANCHOR I 5/8'x6' V BOLTS SEE SECTION C/53 FOR CONCRETE SLAB wi bXb BOLT INFO. BOLT 24' O.C. VERT. SEE THIS BHT FOR INSULATION CHART 1/8' STUCCO FINISH PER ASTM C. 926 APPLY ADDITIONAL INFORMATION - DECO W,IF OR TIBERMESH' _ NOTE. -EXTEND 3 LAYERS W/ TOTAL THICKNESS 1/8' OVER 1/2' GYP. WB (MIN.) GARAGE �l DECO FINISH 4' E OR T x 6' EPDXY METAL LATH. FIRST 2 LAYERS 3/8' THICK CONTINUOUS TO FOOTER BELOW 'BOONOOK DETAIL SIDE IF APPLICABLE. -� 6' BELOW GRADE I BOLT - USP BPT22 CONNECTOR -USP 5FT22 TYP. 5/8'0 x 10' 'J' BOLT 6 24' O/C W/ Vill EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN EXPANSION BOLL g24 ' O.C. `� > = 2x P.T. PLATE 3/16' PLATE WASHER TYPICAL SECTION 4.4 SHEET BN FOR ADDITIONAL INFO) 2x P.T. PLATE W/ 1' EMBEDMENT (MIN. SHEAR 4 r o N BP 5PT22 �1 EA. STUD 20" MIN. LAB_-- J 3500#, MIN. TENSION 2600#) I ASSUMED FINISHED MIN. 2500 PSI CONCRETE �- SPACE ANCHOR BOLTS E ct� : = SLAB W/ 6 x 6 2X P.T. PLATE 05 REINFORCING 6 MIL VAPOR - GRADE 6 MAX FROM END OF 6 x 6 WI.4 x WI.4 // F \�' /' z z WIA x WIA WEEP SCREED INSTALLED PER *3 OR #4 REINFORCING BAR BAR p 2' x PLATE VWWF OR FIBERMESH N 'T BARRIER p 4 \\ MONO OR STEMWALL ° WWF OR 15ERMEBH MANUF. 4 FRG SECTION R103.12.1 w m I // •� • • N FOOTING MONO SHOWN p ° o \ ° — -- #3 #� LAP SPLICE u — — — — —.— _ —°— — — — o - - COMP. SOIL. (COMPACTED • ° • FOR CLARITY D ° CO �— D D ' Z Fy= 40ksi =t a TO 135% MODIFIED �� � � ° D FINISH C�RADE� F 25" MIN. LAP -- � j m ' p .D D � PROCTOR ASTM D1551) ° NOTE: g oD° ° \ MIL VAPOR BARRIER D D ° `� (2) 05 REBAR CONT. ON 3" MIN, CLR. SEE DETAIL FOR BEARING WALL � - // D \`\� \\\ N z - "5 REINFORCING BAR R 1 1/8 3' CHAIRS TYP. U.N.O. 4' 1'-4' W/ UPLIFT ONLY / \ \ \ \ \ \ \ \ \ \\ • // �,/\\/ - ' LAP SPLICE (2) + CONT.-' 6 MIL VAPOR / / COMP. SOIL. (COMPAGTED T \ ° ° \\ \ 36^ M�N_LAP _ _ 4YPI)CHAIRB BARRIER TYPICAL WALL SECTION ,� \ /\ /\ 95% MODIFIED PROCTOR ASTM \ \ lam, SCALE 3/4 = 1 -0 53 FFA1'IE UJALL. TO C.1�I_L�_ WALL. CON�IECT�ON D1551) 4° I'-4" *6 REINFORCING BAR � STD. 90°NOOK SEE TYP. WALL SECTION FOR SCALE: 3/4'=1'-O' S3 #(o LAP SPLICE TrPICAL INTERIOR ADDITIONAL SLAB INFORMATION. � �IGAL XT IOR RAI„I WALL DOTING � RE5AR DETAILS � 5EARINC3 UJALL UJ/ UPLIFT NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE: 3/4'=1'-0" 53 SCALE: N.T.S. SCALE: 3/4°=1'-ID" 13 ADDITIONAL SLAB INFORMATION. 53 S� PAVERS O.H.D. RECESS Z m �ox6WIA xW1.4 WWF OR F15ERMESH I/2"(min.)- 4" - - 4, �t GRADE -III-III 4, c0 6 MIL VAPOR BARRIER •:� ICI —I I_� II II II II I I� 6 MIL VAPOR SEE A/53 OR J/S6 I _I I„I IJ; II I= BARRIER; /8 / FOR REINF. INFO. I 3' MIN. CLEARANCE MIN. 1'-4' (1 STY) 1/2" GYP. BD. 1'-&' (2 STY) (1) ROW 2x BLOCKING 6 MID HGT. HOLD GYP, BD. T�P I CAL Ti-i I Gi«NE D SL,4I� E IOC E �- FOR WALL HGT.:- 8'-11 (2) ROWS P.T. 2x 2 1/2' FROM SLAB SCALE: 3/4"=1'-0" S3 C$,4RAC�E DOOR SL,45 RECESS J j 2x BLOCKING 6 3rd PT5 FOR zo _ CONT. BEAD SEALANT SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 WALL HGT. > V-6' -� - �r -2X STUDS 24' O.C. U.N.O. BLOCK WALL BEYOND INTERIOR GARAGE ADDITIONAL INFORMATION. I/2' GYP. WB (MIN.) � GARAGE SIDE -� - -31/2' � IF APPLICABLE. 13 CL MASONRY WALL AND MASONRY WALL AND ARIE PAD FOOTING PAD FOOTING 1/4' DIA. X 3 1/4' TAPCONS 6 24' O.HD. RECESS � I 1/2' GYPSUM WALLBOARD U.N.O. RECESS FOR S.CxD. 6 x 6 WIA x W1.4 <r 2x P.T. PLATE EXPANSION JOINT � W/ DRYWALL SCREWS 6 8'O.C. EXTEND FILL DELLS SEE PLAN WWF OR FIBERMESH _ O/C 6" MAX FROM END OF 2 x - CONCRETE NAILS W/ 1 1/4 8 MASONRY WALL TO FOUNDATION PAD (2) 05 CONT. ON 3' PLATE = m -A - d: ° --'SEE THIS SHEET FOR INSULATION CHART _ m EMBEDMENT � 12' O.C. STAGGERED MAT REINFORCING. "' CHAIRS (TYP.) 6 x 6 WI.4 x W1.4 \ ° ' FROM BOTTOM PLATE TO CONCRETE (MIN. 6 MIL VAPOR v — m / # # ° CONT. FOOTING STEEL N WWF OR FIBERMEBH m a ° SHEAR 180 MIN, TENSION 120) 2 �CONT, BEAD 5EALANT BARRIER /\//�/ . / a, d d .. /\ /\ - ° - -°-- \/\\/ ';° °.. .° \ co _ CONCRETE SLAB z 6 x 6 W1.4 x WL4 �!- co G Dm 6 MIL VAPOR m - �r WWF OR FIBERMESH cv BARRIER 6 MIL VAPOR °- - - zz z \ j\\\ _ \\/\\/\\/ u Lu ° \ \ BARRIER i ' \ . \ \ 4J O iu �W LA n 1u \/\ z 6 MIL VAPOR SEE A/53 OR / //.° m 6 MIL VAPOR \\ \\ \ ` \ > \ FOOTING w1 SEE A/83 FOR BARRIER J/S6 FOR REINF. ",-3'MIN. CLEARANCE BARRIER REINF. INFO. 4" I'-4" 8" 8,1 11.4" 8" INFO. \i\\//�\//�\/, , \i\\,` BEYOND OPTION #1 1-4 (1 5TY) PAD REINFORCEMENT " 1'-V (2 5TY) " , (SEE SCHEDULE) FOOTING WIDTH 3 IN. ADDITIONASEE TYP. L SLABLL CINFORMATION. TYPICAL INTERIOR BEARINGTION FOR 4 4 CLEARANCE GARAGE DOOR SLA5 RECESS J INTERIOR WALL SLA STEP NON--5RG.r<-"-))SEE SCHEDULE SLAB STEP � R�C�SS � S.C.D. 1„t �UALL UJ/OIJT UPLIFT ��P,4TI0 COLU�I�N �TC�. DETAIL N SCALE: 3/4'=1'-O' S3 5EE TYP. WALL 5EGTION FOR SCALE: 3/4°=1'-0" 53 ADD TIONAL�INFORMAT L 61HECTION R SCALE: N.T.S. 53 SLAB INFORMATION.SEE TYP. WALL SEE FOR ADDITIONAL SCALE: 3/4'=1'-O' 5EE TYP. WALL SECTION FOR SCALE: N.T.B. CJ3 ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. ss ✓ O tlN}3'+iKb 9rr.bdJrdskA O�##ax)•A Zbd: y ' DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 o 0 N w Z H O Ln Ln Z r, 00 C] M Q a(T1L-Lj awLL^ Z°C a 00z W v� z� w 0 o U C w F_ >Q LLJ > ::> � O Q^ r W Q Lu � J Z Q O Q Q Q z u� Z CID Z LO OO Il O L0 CL 00 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 ANU SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. ©2018 LEN NAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2018-THESE [DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.19.17 1.D0 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08,18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 w w. =� • t� < C1= ac9 0 ..® w Co w C� wz w z W r H ¢_ zN ad C14 W Lu � 10 Z �w =w 0 QL W SHEET TITLE: SECTIONS, DETAILS, & NOTES (MONO) SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: LF REVIEWED BY: TH S3 O O II 00 LO REFER TO UNDERLAYMENT TABLE ON 12 SHEET SNI FOR UNDERLAYMENT REQUIREMENTS PRE-ENGINEERED WOOD TRUSSES 10 24' O.G. ��VENT OR 2ND FLOOR VERTICAL JAM ❑ SOLID AREAS ARE ❑ — — — — — — — u 50LID AREAS ARE (TYPJ 15EE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) ❑ I/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 9STEEL AND GROUT STEEL AND GROUT6-3/8' ABOVE ❑ ❑ DOUBLE 2x4 S.P. TOP PLATE GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 W CUT 0 1/2' SAW CUT TO 10 1/2' �'` 1/8' STUCCO FINISH ASTM C. 926 APPLY 3 5A TO 1 FULL Sx8xl6 BLOCK PER PPL STANDARD 3' DIA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT INTERIOR a 3/4' FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. WALL ❑ ❑ ❑ LAYERS W/ TOTAL THICKNESS 1/8' OVER METAL THREADED 3' DIA. EXTENSION LATH. FIRST 2 LAYERS 3/8' THICK EACH. 3RD 1/2' GYPSUM BOARD HORIZONTAL JAMBS DO NOT TRANSFER LOAD. CL DOOR OPENING *_DOOR OPENING— DOOR OPENING--� LAYER I/8' THICK (SEE NOTES IN SECTION 4A SHEET SN FOR ADDITIONAL INFO.) SCREW OFF CAP l3' pIAJ W/ DRYWALL L- SCREWS 6 8' O.C. OR WALL FOR GLEAN -OUT o 4d DRYWALL NAILS EXTERIOR ❑ ❑ F111 CRICKET AS a . DOOR STOP WALL a REQUIRED A a MOLDING ❑ ❑ ❑ U5P 5PT24 EA. STUD o GARAGE MIN. EXTEN510N FROM EXTERIOR ❑ — — — — —M11 — — — ❑ I/2' EXTERIOR GRADE FACE OF BLOCK WALL IS 1 1/2' DOOR — — — — — — — — — — SHEATHING FASTENED TO MAXIMUM EXTENSION FROM 16T 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 e 4' O.G. BOUNDARIES, 6' BLOCKING (TYP.) I5 2 I/4' D.C. EDGES 8' D.C. 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 -8 16' O(2) 2x4 FT 5TUDS .C. WALL CLEAN -OUT ,� �,45ONfR��T- L.,4CU T GARRIER/GIRDERTRUSSHIP - SCALE:- N.T.S.N.t.S. S.4 DOOR TRACK SCALE: N.T.S. �.4 W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP HtA20 e EA. STUD MAIN SPAN REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER ROOF TRUSS SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. UPLIFT CONNECTOR Ti'� ICAL ��CT ION ��Rl� uJINDouJ T�rFICAL �ARAGE DooR 5ucx {� 8'XS'x16' K.D. BLOCK W/ Ill � (SEE SCHEDULE) SCALE: N.T.S. 54 GONT. AND FILLED W/ GROUT (1) *5 VERT. IN GONG. FILLED CELL W/ STD. 9O° HOOK IN K.O. BLOCK REFER TO UNDERLAYMENT TABLE ON ALT. KNEEUJALL AE30VE MA50NR*' WALL DETAIL rE SHEET SNI FOR UNDERLAYMENT REQUIREMENTS SCALE: N.T.S. �4 12 TRUSS BOTTOM CHORD OR PRE-ENGINEERED WOOD TRUSSES G 24' O.C. KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ (2) 16d TOE (TYP) SEE ELEV. BLOCK W/ (U5 FOR CONCRETE PLACEMENT UPLIFT CONNECTpR ISEE SCHEDULE) NAILS � EACH END , DOUBLE 2x4 SPF. *2 TOP PLATE 2x S.PF. STUDS a 16' O.G. CRICKET AS REQUIRED USP SPT24 a EA. STUD 1/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON BLOCKING (TYP.) WIRE NAILS 9 4' O.C. BOUNDARIES, 6' O.C. EDGES 4 8' O.C. FIELD 15EAM W/ CONT. 45 •- mill, . „ O. ON - : - •-LOCATIONIlil� �19�1 If�l� ■■��ILINTEL �llilGREATER lill� �I�IIAll —III I�II- 2 x BUILT-UP COLUMN DOUBLE 2x TOP TOP SPLICE , ° PLATE IS-lOd NAILS ROWS 10d 6 3' O.G. (14 NAILS TOTAL) 2x TOP PLATE 2-16d NAILS -a 24' O.C. OR EQUAL TO TRUSS BOTTOM 2x CRIPPLES e 16' O.C. >>- 5/8'DIA, X 12' EPDXIED ATR CHORD OR BLOCKING �MjN _ = W/ MIN. 8' EMBEDMENT 2x STUD 24 loci is a, O.C. ��ST O.C. MAX. 2x BLOCKING -T EACH END W/ IOd qN�F PROVIDE P.A.F. NAILS OR -9 4' O.C. FROM EACH HEADER 2x P.T. PLATE EQUAL -1 12' O.C. FACE TO BLOCKING Yp SEE A/53 FOR STAGGERED FROM BOT. (2) 2x HEADER PER PLAN NOTE; o UPLIFT= 3181* (SYP *Z) 31050 (SPF) PLATE TO CONCRETE RE INF. INFO. PLATE LENGTHS MUST BE . 2x BOTTOM PLATE W/ (1) loci 08' a VARIES O.G. TO EACH HEADER FACE AT LEAST 6- D' LONG. (TYP.) BOTTOM 5PLICE 11 j NOTES- T� FICAL. INTERIOR NON- OVER STUD --- 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. 5EARINC� WOOD FRAME UJ,4LL 2 x (o C1"I IN.� �fi�A1�I� 1�5P NTT1� KN USP 5PT22 -s EA. STUD NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION J I.UAL.L. i—� ,�� � � IL j TOE' FLATE 5F'L ICE DET,411_ SCALE: NTS PORT -8 EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. SCALE: N.T-S. J 2x P.T. PLATE 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED 5� SCALE: N.T.S. CJ F� 2240 LESS NOTE: NOTE: EPDXY TO BE SIMPSON 5/8' x 10' V BOLT a 24' O.C. MAX ROOF TRU55 PROPERLY. SET-XP OR EOUIVALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. USP USP 8'XS'X16' KO, BLOCK W/ (1) *5 MOISTURE BARRIER ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT C CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. (1) *5 VERT. IN GONG. FILLED CELL T1'PIC,4L FILLED LINTEL A55EM5LY W/ 5TD. 90' HOOK IN KO. BLOCK KNEE WALL A50VE 1" IA5ONfRY WALL DETAIL F SCALE: N.tS. 5 4 SCALE: N.T.S. 5 USP SPT4 5PT24 USP SPT4 5PT24 U5P 5PT4 _ ROOF TRUSS ABOVE 2x TOP PLATE 2x BLOCKING 2x STUDS 24' O.C. �Z`�� \ \ OVERLAPPING \ NAILED 5/8'xlO' 'J' BOLT \\� \ INTO loci NAILS g 6' O.C. (2) 16d TOE NAILS ,1 24' O.C. MAX. \\\ \ TRANSOM STAGGERED EA. BLOCKING MIN. (2) PER \ BOTTOM PLATE 2x P.T. TRANSOM FRAMING \ \ FRAMING FORM CONCRETE INSET TO SECTION PLATE $EE SECTION AA CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) AND 55/61 FOR EN WALL ABOVE WIDTH OF OPENING VARIES 1/2'X9 1/2' PLYWOOD WALL ABOVE. ADDITIONAL DETAILS \; ENTRY SEE FLOOR PLAN NOTES III SCRAP MATERIAL7A FOR REQUIRED USP 6PT4 1 USP 5PT22 J-BOLTS 24' O.G. lK 05O. BCONTK4 FILLED J CONNECTION USP SPT4 USP SPT4 of (2) ROWS 126 NAILS STAGGERED RECESS MAX LINTEL 5/8'XIO' J-BOLTS CD 6 12' O.C. EACH FACE OR -4N (3) ROWS 12d NAILS STAGGERED 2x P.T. PLATE -1 2-0 O.C. .. MOUNTING BASE NOT FORM CREATES CONCRETE RECESS TO 9 12' O.C. FOR 2xio OR GREATER a' e ° d" MASONRY WALL SHOWN FOR CLARITY MOUNTING BASE SHOWN IN RECEIVE GARAGE DOOR AND TO ALLOW HEADER SEE DETAIL BELOW POSITION 2x4 (NOM.) FOR WATER SHED. 2X8 P.T. BOTTOM PLATE 2x CRIPPLES T FOR POURED d EA R OCK BL IS P RED 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH IV D.C. W/ (2) 12 IN PLACE CONCRETE TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8'xlO' 'J' BOLT 9 24' O.C. MAX. GARAGE FLOOR SLAB Sx8x16 C.M.U. (MIN. (2) PER BOTTOM PLATE).U. — (2) 2x HEADER (SEE PLAN) USP C TRCOsEELRAL N0?EE /� (THIS 15 A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 USP SPT4 .5PT24 USP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END INTERIOR HEADER SLOPE FORWARD PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 (1) 2x SILL PLATE W/ 10d NAILS 4' O.C. FOR DRAINAGE A 10d NAILS e 6' O.C. GARAGE FLOOR lod NAILS (2) 12d TOENAILS. _ \ STAGGERED STAGGERED — CARACE ENTR�I' FORM DETAIL 8 O.G. TYP. BOX EXTERIOR HEADERS HEADER (l) 2x SILL PLATE W/ ����� \ \ TRANSOM FRAMING ' SCALE: N.T.S, 2x JACKS (SEE ONLY (2) 12d TOENAILS. OPENING ��� \ - °IN ° BEYOND. - TABLE ABOVE) LARGER THAN 4 FT. (2) 2x \\ \ NAILED INTO ^� GARAGE DOOR CRACK MOUNTING BRACKET SILL PLATE W/ MP3 CLIPS \\ \ \ TRANS PLYWOOD MOUNTINC BASE DETAIL ° EA. SIDE TRANSOM FRAMING ��\� PLYWOOD FASTENED TO TRUSSES ° E SHEATHING SCALE: N.T.S. GARAGE DOOR ROLLER GARAGE DOOR TRACK SEE SECTION AA/51 AND \� \ W/ 8d COMMON WIRE NAILS 4' O.C. 51j SEE PLAN FOR FOOTING CONNECTION ASSEMBLY 2x STUDS (SEE TABLE BB/Si FOR ADDITIONAL X BOUNDARIES, 6' O.C. EDGES AND B DIMENSIONS DIRECTION OF GARAGE ABOVE) DETAILS DOOR TRAVEL USP HTTI6 TYP. UN.O. \` USP.— 8' O.C. FIELD PLYWOOD CzARAGE ENTRY FINI5HED MA50NRY DETAIL {� 0,0 00,�, SEE Nor 5PT22 MASONRY SHEATHING SCALE: N.T.S. S N/,�,G P.T.B PLATE RECESS /ASP USP WALL BELOW 6/8'XI0' J-BOLTS 24' O.C. I` LINTEL f 5PT4 MAX, (MIN. (2) PER BOTTOM PLATE) HOLD DOWN CONNECTIONS 5PT4 o Z7g "Q NOT REQUIRED 6 BEARING a - < -- - 5 TE�ASAtR EPDXIED a BOTTOM OF MOUNTING B E WALLS WITHOUT UPLIFT < e . a • 4. POURED CONCRETE BASE FORe 2X8 P.T. BOTTOM 6TO BE 2 ABOVE FINISHED d' MI 4' O.C. BONA BEAM BLOCK WALL. RECE65ED GARAGE FLOOR WALL HEADER DETAILAND O PLATE DO SPACE FOR GARAGE DOOR TTHI5 DRAWING.ED FORWARD SCALE: N.T.S. 5 FRAMING DETAILS ABOVE ENTRY PARTIAL INTERIOR ELEVATION 5/Vxlo' V BOLTS 19 24' O.G. MAX. SCALE: N.T.S. 5.4 (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 WALL STRAPS JACKS STUDS JACKS STUDS SIZE (UN.O. ON PLAN) EA END EA END EA END EA END 1' - 4' (1) (2) (1) (2) (1) USP LSTA3o 4' - 9' (2) (3) (2) (2) (1) USP L5TA30 9' -16' (3) 1 (3) (2) (3) (2) USP LSTA30 f , 9 Y , b . yGy mom' .. ': 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 i o 0 N z w Ln oH ff^ � O M M aWLL^ t— W cn z z� w J 0 o U w Q W C3 O J Q �— a. n zLu J Q p O zw Q z 00 z 0 LO CL V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE. DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FORTHESI'RUCTURAL PORTION OFTHIS DRAWING ONLY. 02018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED 114 ANY MANNER WITHOUT WRITTEN CONSENTFROM LENNAR CORPORATION. ©2018-THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12 19 17 1.00 6TH ED, (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP —__ — VERSION NO. 1.01 / 06.08.18 n CJ C%1 .L ,&_ T'-• D _- „ f ,„a r• � 4�� ♦'�4Y � • G � :> n G1 e1 c.j W m � w �i w � � z = < N N W w( S� W _D ,z < LL! = LLi V N 1L (FEEL W ❑ SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: LF REVIEWED BY: TH s4 O O SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES BACKNAIL W/ (2) 166 NAILS AND NAILING SCHEDULE FOR USP RT16A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER 24" SHEATHING DETAIL 0 EA. OUTLOOKER 2'x4' FOR SHEATHING DETAIL O.C. (OPTIONAL - SEE BACKNAIL W/ -2x4 OUTLOOKER REFER TO SECTION J ON OUTLOOKER ELEVATIONS) SEE STRUCTURAL (2) 16d NAILS 9 24' 0/C SHEET S5 FOR X-BRACING 6 24' O.G. NOTES AND NAILING TOP CORD INFORMATION TOP CORD 45f ,�� 2X4 GONT'L' BRACE TOP CORD BLOCKING USP RTI&A OR EQUAL SCHEDULE FOR BLOCKING FOR BLOCKING FOR FASTENED W/ (2) 106 FOR FIRST FOUR ROWS 24'MAX. ° EA. OUTLOOKER SHEATHING DETAIL USP RTI&A OR FIRST FOUR ROWS 3's 24' O/C. CMID EQUAL EA. OF TRU55E5 FIRST FOUR ROWS OF OF TRUSSES -T EDGES TRUSSES 6 EDGES I HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2'x4' CROSS BRACE OUTLOOKER 4' MAX. EDGES OF / WOOD TRUSSES 2x8 5YP*2 'L' BRACE TO APPROX. 8' FROM SHEATHING TYP. USP NGAMIm W/ E / OF SHEATHING TYP. 2X4 KICKER 2x4 GROSS BRACE APPROX. RIDGE FASTENED AT 1/4°xl-3/4" WEDGE � O/C. EXTEND LEAST 9m°ro USP 8' FROM RIDGE FASTENED AT 'L' BRACE TO EXTEND �i / 2x4 CROSS BRACE OF WEB LENGTH 4 EACH JOINT W/ (2) I BOLTS l4) SD5 /"1 � 2x4 RAT RUN I NOTCH a BOTTOM SPT4 � EA. EACH JOINT W/ (2) Imd 4 (2) Imd 4 (2) Imd TOE AT LEAST 905- OF WEB 1/4" x 1 1/2' SCREWS / � � BRACING AT 24' APPROX. 8' FROM STUD lmd TOE NAIL5 ,9 EA. END RIDGE FASTENED AT I CHORD (SEE TABLE) I LENGTH (SEE CABLE) / O.G. ON 70P OF 2X6 FRAMED WALL - SEE NAILS EA. END / / EACH JOINT W/ (2) � USP RT3A WITH 8-8d ABLE TRUSS BOTT. CHORD 10dWALL SECTION FOR SPACING 2x4 PANEL BLOCKING I V2' CDX PLYWOOD OR FOR 4 TRUSS NAILS4 -a EA. 70E - •., FROM LEDGER tP 48' O/C FOR THE I 7/16 O5B SHEATHING __ __ SPANS ATTACHED NAILS EA. END Y BLOCKING 1/2' CDX PLYWOOD OR 1/16° ATTACHED W/ lmd NAILS W/ 2 - 16d AT EA. GYPSUM WALL BOARD FIRST l4) ROWS OF 2X4 STICK LUMBER I OSB SHEATHING ATTACHED 1 6' O.G. EDGES AND IZ' TRUSS JOINT 24" O.0 MAX GABLE TRUSS TRUSSES FROM EA. IN LINE WITH JACKS (2) 16d COMMON NAILS 2'x4' PANEL BLOCKING -T 48' O.C. FOR THE FIRST I W/ lmd NAILS 6 6' O.C. EDGE5 I O.G. FIELD or 0.128" x 3" GUN NAILS I/2 CDX PLYWOOD OR END TYP. TOP � (see detail in eng pack for grade) (4) ROWS OF TRUSSES FROM EA. END TYP. I 7/16' 055 SHEATHING I -- _= AND 12' O.C. FIELD BOTTOM ATTACHED I (2) 1601 NAILS BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ Imd ! (2) 16d NAILS W/ (2) 111 TOENAILS 2x4 IT' ON TOP OF PANEL 2x4 BLOCKING e 24' 2'x4' LEDGER (MATCH BOTTOM CHORD NAILS 9 (W O.G. EDGES 2x4 PANEL BLOCKING 48' 2x4 BLOCKING BLOCKING, FASTEN WITH 5/8° OR 1/2' HIGH STRENGTH O/G W/ 2 - III 2x4 "T" BLOCKING lmdx3' 6 4' O/C CEILING BOARD PER CODE TOENAILS EA. END SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.G. FIELD O.G. FOR THE FIRST (4) ROWS 2x4 BLOCKING / 2'x6' P.T. SILL NOTCH L BRACE HERE 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD W/ 1 3/8' DRYWALL NAILS OR 48" O.C. OF TRUSSES FROM EA. ENE) 2x4 'T' ON TOP OF PANEL MASONRY WALL TYP. TOP 4 BOTTOM ATTACHED PER CODE FASTENED WITH Sd COOLER NAILS C' HGA1m 36' DRYWALL SCREWS 7' O/C III NAIL 5/8` x Im' "J' BOLT 48' O.G. WEEP SCREED INSTALLED BLOCKING, FASTEN WITH OR 1 1/4' LONG DRYWALL SCREWS COMPLYING OC CEILING 4 8' O/C WALLS ARCHITECTURAL FINISH L BRACE USP HTA20 OR EQ. '1 6'-m' O.C. TYPICAL. W/ (2) 16-d TOENAILS lmdx3° 4' O/C WITH ASTM Clmm2 FOR FIRST 8 -m FROM END PER MANUF. 4 FRG � � DBL. 70P SCUD WALL ATTACHED lU/ ALTERNATE U5P LSTAIS STRAIGHT STRAP 10 4'-0' SECTION R703.7.2.1 5/8' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WALL 51 4' O/C TYPICAL PLATE 10d NAILS 'm 4' (SEE TYP. SEC.) O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT O.C. TYPICAL W/7-lmdxl 1/2' AND TO MASONRY W/ (3) 311112 1/4' FASTENEDWITH 86 COOLER NAILS TRUSS) U5P 5PT24 9 EACH STUD EXT. WALL CONN. 'a NON -LOAD DROPPED FLAT TOPS OF HIPS FOR FRAMING TAPCONS. OR 1 1/4' LONG DRYWALL SCREWS GABLE TRUSS WEB (GIRDER NOT DROPPED) S CT I C COMPLYING WITH ASTM ALL FOR SECTION 3 SECTION _ E,4RING LOCATION I� DOUBLE IILII BRACING DETAII_ FIRST 8'-m' FROM END WALL � 4° 5 SCALE: N.T•S. Sj O/C TYPICAL SCALE: N.T.S. SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: 3/4' = 1'-m' SCALE: N.T.S. 55 DROF i iF DETAIL ADDITIONAL INFORMATION. TL SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 111 NAILS SCHEDULE FOR SHEATHING DETAIL 2?�'_m' MAX 2m'-rD" MAX ad (0 `O/C 2 x 4 BLOCKING W/(2) lmd 'X' BRACE SEE DET. J/SS CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 2x4 "T" BLOCKING - • TOP CORD BLOCKING FOR FIRST FOUR ROWS 45• + 24" MAX 2'x4'� OUTLOOKER 24 O.G. WOOD TRUSSES TOE NAILS 6 EACH END 6 24' O/C (TYP) OF 5 U5P RT16A OR EQUAL 6 EA. x x12 2I;11 DGESSOF 2x4 GROSS BRACE OUTLOOKER 2 z SHEATHING APPROX. 8 FROM ( "L' BRACE TO EXTEND AT LEAST TYPICAL RIDGE FASTENED At 90io OF WEB LENGTH (SEE TABLE) EACH Imd ° II I2 AILS 4 (2) and TOE N I GABLE TRU55 EA. END ' ' I 1/2' CDX PLYWOOD OR 1/16' 055 TRUSS VERT. WEB t 2x6 P.T. SILL I SHEATHING ATTACHED W/ Imd NAILS -s 6' O.C. EDGES AND 12' SPACED 48' O/C MAX. I O.G. FIELD BRACING W/(3) lmd x 3' (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS 2x4 PANEL BLOCKING a 48' O.C. FOR THE FIRST I ImdX3 3 O/C THROUGH CHORD " • 6 EACH CONN. 6 24' O/C OF STAGGERED Imd COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE 8'-m' OF END WALL FROM EA. END TYP. BOTTOM I INTO 2'x6' P.t. PLATE USP HGAMIm W/l4)-1/4°xl-3/4' (D = 0.148', L = 3') OR EQUAL (D = 0201', L = 4 1/2') OR EQUAL NAILS (D = 0.201', L = 4 1/2') OR CORD ATTACHED W/ (2) 111 TOENAILS I WEEP SCREED INSTALLED PER WEDGE BOLTS 4 (4) SDS 1/4' MOISTURE BARRIER NOTES: EQUAL _ MANUR 4 FRG 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 - I 51DES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) DV 2x4 'T' ON TOP OF PANEL BLOCKING, MOISTURE BARRIER MASONRY WALL r w Li � �r i jx w X 37 61 w 2x4 BLOCKING 6 i48" O.G. L BRACE 16 d NAIL `- ATTACHED W/ 106 NAILS Q 4" O.C. TYPICAL GABLE TRUSS WEB 51NGLE IILII 5RACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING G 48' O/C — ,ABLE TRUSS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA. x I' LAG SCREWS OR EQUAL FASTEN WITH 10dx3' tat 4' O/C U5P HTA20 e EA. TRUSS NOTE: — — — — TRUSS VERTICAL ARCHITECTURAL FINISH THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d VERT. WEB (24' O/C MAX.) 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CHORD GABLE 3) EACH 3md COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER t0 NDS SECTION 153 FOR ADDITIONAL INFORMATION COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING ENp BRACING g 4'-0' O.G. MAX. (2) Vx8' 'LI BRACE C1002 FOR FIRST 8'-0' FROM END WALL a 4' O/C TYPICAL MISSED VERTICAL WEBt USE THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3) 16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE 5/8'x 10' 'J' BOLT 9 32' O.G. SIMPSON MSTAM36 ON OUTSIDE 2) IT' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT 16d PER SIDE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) EXT. LUALL CONN. o NON - LOAD BRACING OF WEB MEMBERS PROVIDED It EXTENDS OVER At LEAST 90% OF THE WEB. II II SECTION MINIMUM 3/16R�'0 PLATE WASM PLATE HCES ER 5E,4RING LOCATION (UNEVEN CLC�.) 5CI55OR CiA5LE T5RACE TYPICAL NAILING SCHEDULES FOR 5UILT-UP OOLUI„INS 8 � REC�2UfRED MINfMl.4M PERM>�NENT TRUSS �3RACINC� PL�4N L AS PER NIB 91 SCALE:: N.T.S. S5 SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER BG51 2013 EDITION SCALE: N.T.S. SCALE: N.T.S. ADDITIONAL INFORMATION. S 2'x4' OUTLOOKER 6 24' SCISSOR TRUSS O.G. W/ (2) lmd PER JOINT 12 TOP CHORD BLOCKING FOR 15T MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2) 111 TOE NAILS -8 EA. END (SEE PLAN FOR LOCATIONS) 10dx3' O/C 2'x4' (2) 111 PER -1 6' O/C RUNNER JOINT TYPICAL I 12" MAX. IILII R;4CI r—:; IREQUIfRE�1EI`tI5 STUD SPACING NO "L° BRACE (1) 2'x4' (U.N.O.) 'L' BRACE 2'x6' (UND.) 'L' BRACE 24' 010' - 3'-0' 3'-0' - 6'-0" 11 4 GREATER SCISSOR CABLE - (1) 21Ix811 112 5.1=.F. im EACH VERTICAL AND (2) 211x&` FULL HEIGHT e DIAPHRAGM BLOCKING 6.9 I MAX. PRE-ENGINEERED OVERLAP TRUSS BRACING AT LEAST TWO TRU55 SPACES 6' OVERLAP 2X4 BRACING 6 48' O.C. CONTINUOUS WOOD TRUSSES TO FIXED LOCATION ATTACHED W/ 2-10d 6 EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP • OR BOTTOM OF THE BOTTOM CORD) CONTINUOUS CORD MIN. NOTE' BOTTOM BRACING 2'x4' NON-DROF XTEND FULLBHEIGHT MINIMUM (2) 111 PER JOINT MINIMUM 2x4 TRUSS BRACING CROSS 5F, 4C 1NC�; D T,41 L J ,ALTERNATE 0,453E END DETA1L OF G,4BLESCISSOR GABLER WHICH REQUIRES BRAGEETO EST 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS -T 4" O/C. Tj;,'L�55 5R,4C iNr_::I: OVEFL,4f= DET,41 L M COSMETIC DROP CEILING FRAMING SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.5. 6C1550R TRUSS W1 DROF CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION I GABLE TRUSS 55 4 SS ILI BRACE W/ lmd a 4' O.C. 12 (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.g MAx' 6.9 MAX. ILI RS' (BEC SCHEDULE FORSIZE 5 5 SS AND LOCATION) 55 fsABLE TRUSS 6 6 85 SS 4' 3 SS 12 OUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER USP LSTA 18 UF'L IFT CONNECT I ONS - DBL. TOP PLATE � I f P R,41-1 I N _ �TUD5 16' O.G. CONT. BEARING ONT. BEARING USP HGAIO ITYPJ STUDS 19 111 O.C. USP 5PT24 _ - -- WOOD FRAMED GA5LE END 5RACING DETAIL C�,4 5 L E � N D � �� C 1 NCB D E T,4 I L_ � EACH STUD f USE USP HTA20 (OR EQUAL) CONNECTORS � MASONRY C ,45L E END 5RJ4C IN(Q D E T,41 L SCALE: 3/4'=I'-0' OR SIMPSON RTI&A (OR EQUAL) CONNECTORS is MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FRAME WALLS 4 USP RT1 a HIP JACK TO FRAME WALLS NOTES FOR WIND SPEED SPECIFICATION END JACK 1P-O" MAX.------ y� Lu `r4 CORNER JACK oc TF if' if b F bRu¢ r5`?AfjQ b# bdb 6#1b9EYA' w. r DAMN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 i O 0 N zw O� � 00 p(! M^ �ww^ 1¢—aaM z � F_ o zU W z� w J O o do- U V) Lxu Q W = 3 W O CL 0 LLJ Z Q Q p Q F— Q z w Q Z CIO Z LO 0U L0 n V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE. DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LEN NAR CORPORATION. ©2018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: _DATE DESCRIPTION_ 12.19.17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 t� $mil A'ea"^w N� N .1- ? rr z� . n LLI o 7 w w Lu r H '�It �N NJ w cY 7-10 W 7 >_* Z w = ui W ❑ SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: LF REVIEWED BY: TH S5 KT. WALL ERY ' O.C. =RY 05 m C• I `O `4=J EAfRl I `1G; EXT. KI `TEE ® WALL A SCALE: 3/4' = 1'-0' 5rj.j J55 REFER TO SECTION I ON SHEET 55.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION TO 1/2' GAP BETWEEN ' PLATE 4 TRUSS zAIO D.C. FRAME EXT. WALL IPT24 'a EVERY R STUD )MINAL PLYWOOD OR NAILED W/ ad NAILS -1 BOUNDARIES, 6' O.G. S, 4 12' O.G. FIELD ruDS AT 16' O.C. USP 5PT22 -1 EVERY OTHER STUD WEEP 5CREED INSTALLED PER MANUR 4 FRC SECTION R103.12J KO. BLOCK W/ (1) 05 CONT. 4 FILLED 5/8' x 10' 'J' BOLT a 24' O.C. (STAGGERED) W/ 2' DIA. x 3/16' PLATE WASHER (TYPICAL) I x 2 P.T. FURRING STRIP MASONRY WALL (DESIGNED AS CANTILEVERED) NON=BEARING EXT. KNEE -WALL SCALE: 3/4' = 1'-0' 65.1 ^" FER TO SECTION I ON EET 55.1 FOR BRACING, AND TOP ORD BLOCKING ORMATION SCISSOR TRUSS x 4' RAT RUN BRACING 24' O.G. ON TOP OF )TTOM CHORD FOR (4) J65 SPANS ATTACHED 2-16d 9 EACH TRU55 INT 4' BLOCKING END NAILED 16d e 24' O.C. (MAX.) _OCKING (TURNED ,[LED TO TOP PLATE NAILS ) FRAME EXT. WALL 5PT24 :Y OTHER STUD )5 AT 16' O.C. PLYWOOD OR 1/161085 4G W/10d NAILS 10 (o' O.C. 4 12' O/C FIELD. PT22 s r OTHER STUD )CK W/ (D . 4 FILLED ' 'J' BOLT a STAGGERED) . x 3/16' ASHER (TYPICAL) :ING STRIP LL (DESIGNED AS CANTILEVER) NON, - 5E,4fRf NCB EXT. KNEE - UJAL SCALE: 3/4' = 11-0' 2 x 4 CROSS BRACE At SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS RIDGE FASTENED AT EACH r2x4 OUTLOOKER 6 24' JOINT W/ (2)10d x 3' USP RT16 OR EQUAL .9 EA. OUTLOOKER j O.C. TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) 16d NAILS 2 x 4 'T' ON TOP OF PANEL BLOCKING, --7 FASTEN WITH 10d x 3' a 4' O/C 00 CEILING RIDGE 2 x 4 PANEL BLOCKING 6 48' O.C. ATTACHED W/ (2) 16d TOENAILS INTO BOTTOM CHORD. INTERIOR HIP VAULTi 6:12 SLOPE 2x6 P.T. SILL CENTER AND 3:12 SLOPE SLIDES. 5/6' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH ad COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM 01002 FOR FIRST 8'-0' FROM END WALL e 4' O/C TYPICAL 5/6' x 10' BOLT m 24' O.C. MINIMUM 6' FROM PLATE SPLICES W/ 3/16' x 2' DIA. PLATE WASHER G,48L.E END DETA L. AT HIF VAULT SGALE- N.T.S. 24' MAX —1/2' CDX PLYWOOD OR 1/16' 055 SHEATHING ATTACHED W/ 10d NAILS g 6' D.G. EDGES AND 12' O.C. FIELD —GABLE TRUSS 'L' BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE ON SHEET 55) loci x 3' 6 3' O/C THROUGH CHORD INTO 2' x 6' P.T. PLATE —PLACE SHEATHING FLUSH W/ MASONRY. —WEEP 5CREED INSTALLED PER MANUF. 4 FRG SECTION R103.12.1 - MOISTURE BARRIER. USP HTA20 6 EA. TRUSS VERT. WEB (24' o.c. MAX.) `:ail••`%' 'aaauaY`aid`�Aaaola:'s� i 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 i O 0 N z LLJ Off^ > 1501O z� N M O Q N J Ln a W LL � 00 zv~i� W z� w J O U IL w L/) Q 2 Lu IL ui :2 = C) —� d Q IL Q Lu 10:� Z Q 0 r) ~ Q Z w Q Z 0000 Z ( j 0 (L0 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 = ±0J 8) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE TT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02018 LE.NNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02018 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12 19 17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 'v N dLLJ .; < -- s�;: a-- o a-.r— LLJ m L7uc,J z L0 C14 QN � = p� Y.1 10 LLJ 2 W 7 } Z Lu = Ly W ❑ SHEET TITLE: FRAMING CONNECTIONS @ EXTERIOR WALLS SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: LF REVIEWED BY: TH S5.1 O L0 O L 1 00 L0 r— aI U5P LSTA24 STRAP W/ 8-10d x 1 1/2' NAILS TO STUD 4 8-10d x 1 1/2' TO SAND JOIST a EA. STUD SEE J OR JJ ON 56 "S" = NAIL FOR ADDITIONAL 2 - S.PF. CONST. GRADE TOP PLATE o 3/8 SPACING of 3/8 2ND FLOOR INFO NOTE: EXTEND SHEATHING TO 1-1/8 RIM BOARD CONT. SPLICE MIN 48' APART ' 2nd FLOOR WALL BOTTOM OF SEAM OR GIRDER SPLICED BETWEEN JOISTS 3/4 1/2" ;� 1/2' 0 v A TrifF =1 I—---Tp====Ir=11==�1" II/2I -b 2'x SOT. PLATE W/ n u 1 u ut� ul 1 u u u o 0 0 0 0 - — o a -� (2) 10d a V O.C. AIL 1-1/8' RIM BOARD TO SEAM/GIRDER FLOOR JOIST JOIST END W/ ad NAILS, ONE II II I II III I II II II SEE PLAN TOP 4 BOTTOM FLANGE " " ° II G II II SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING II II I II III III I II II it I u I II nl OPENING ul 11 u n II II II III III II I II II SNAIL AT BASE 2 ROWS 9 4" O.C. W/Sd COMMON NAIL II II II I III C III II I II II ®NAIL AT TOP PLATE TWO ROWS e 4" O.G. W/Sd COMMON NAIL .e � II II II I III III II II II I USP HTA20 24, O.G. I ©NAIL OPENING PERIMETER 'h' 3" O.G. W/86 COMMON NAIL FOR DOUBLE ROW II II II II III - 1——'-IT-" _ III II II II I RIM BOARD TO C 11 II a II n ONAIL INT. AT 6" O.C. W/Sd COMMON NAIL FLOOR MASONRY WALL BELOW. NAILING AT TOP PLATE u u B ul 1 m u u B TRUSS/JOIST I I ��O (3) ROWS ad s 6' D.C. il = = IL = _IL - JI III I 1 II Ill 11 11 11 ©STAGGER ALL VERT. JOINTS 4 NAIL 4" O.C. FLOOR SYSTEM 111 n m B 11 11 I W/8d COMMON NAIL MASONRY LINTEL AT RIM BOARD _________ IL_ __ii__lll.__L__IL _JI__ I COURSE ENO SPLICE a HEADER - NAIL SHEATHING TO -15/32' MIN. PLYWOOD HEADER W/Sd COMMON NAIL'S 4' o1c OR 1/1(o' OSB SHEATHING 2x4 P.T. BASE PLATE 2ND ' LOOF, FfRA„IE CONNECTION PLOO CONNECTION (FLOOR JOIST) WALL 5HEATHING INSTALL. 4 NAILING SCHEE). � SEE TYP. 2-STORY WALL SECTION SCALE: N.T.S. 6 MASONRY 1ST FLR SCALE: 3/4'=1'-0' C.>�o SCALE: N.T.S. FOR ADDITIONAL INFORMATION. SEE TYP. 2-5TORY WALL SECTION FOR ADDITIONAL INFORMATION. REFER TO UNDERLAYMENT TABLE ON USP L5TA24 STRAP W/ 8-106 x 1-1/2' B.U.G. SHEET SNI FOR UNDERLAYMENT NAILS TO STUD 4 8-106 x 1-1/2' TO 2x STUDS -8 16" O.C. 12 REQUIREMENTS BAND JOIST -a EA. STUD 2x BOT. PLATE W/ ATTACHED WALL SHEATHING PROVIDE CONTINUOUS 8 - 10d NAILS TO 6BLOCKING FROM B.U.G. PRE ENGINEERED WOOD TRUSS 6 24' O.C. MAX. 2nd FLOOR WALL (2) 10d a ' O.G. CONTINUOUS TO BOTTOM STUD PER STRAP ROOF COVERING RIBBON W/ ad 64' O.C,TO MASONRY BELOW BAND JOIST 2'x BOT. PLATE W/ 2 ROWS STAGGERED INSULATION HURRICANE ANCHOR 11 EACH TRUSS (2) 10d 9 6' O.C. - FLOOR SYSTEM BAFFLE 1/16' D.S.B. MIN. (FOR SHINGLE) OR 19/32' OSB (FOR TILE) SEE ROOF 2X4 RIBBONS, EACH W/ 4-16d INSTALLATION NAILING SCHEDULE ON BHT. SNI5 PER CHART ALUMINUM DRIP EDGE NAILS INTO EA. FLOOR TRUSS ON SHEET 53 NOTES: USE ALUMINUM FASCIA *USP MP4F 24' o.c. MP4F 4 EXTEND tz MSTAM 36 HEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENINGS OPENING 2' x 4' WALL 2' x 6' WALL STRAPS JACKS STUDS JACKS STUDS SIZE (UN.O. ON PLAN) EA END EA END EA END EA ENID 1'-4' (I) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP L5TA30 -I-IV (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 USP HTA20 e EA. TRUSS CODE W/ 1 3/8' DRYWALL NAILS OR DRYWALL 12" VENTILATED SOFFIT BOTTOM OF RIM W/ 9 - 10d x 11/2' NAILS SEE FLOOR PLAN NOTES FOR SCREWS 1' O/C CEILING 4 8' O/C WALLS ATTACHED WALL SHEATHING TO BOARD/BAND PRE-ENGINEERED INTO FLOOR TRUSS 4 MIN. 4' REQUIRED CONNECTION Ist FLOOR WALL JOIST FOR FLOOR TRUSSES EMBEDMENT IN KO BLOCK 1/2" GYP WB (2) TOP PLATE W/ ad -1 4' O.C., 2 ROWS SHEAR WALL DOUBLE 2x S.P.F. *2 TOP PLATE 1x2 NAILER ONLY. MASONRY WALL )` (5)1/4' X 2 1/4' TAPCONB �// 2-ROWS 12d NAILS O O 1 16' 055USP LSTA24 STRAP w/ 8-10d x 1 1/2' NAILS TO MASONRY WALL PER STRAP sFk` oui STAGGERED s1 12' O/C EACH 15/32 MIN. PLYWOOD R / , wTO STUD 4 8-10d x 1 1/2 TO BAND JOIST 4�7 FACE OR 3-ROWS 12d NAILS 2X BLOCKING 6 EA. WALL SHEATHING JOINT 2 SHEATHING NAILED W/ 86 COMMON EA. STUD STAGGERED 6 12' O/C FOR NAILS a 4' 2'xl0' OR GREATER HEADER IV O.C. 2X S.P.F. #2 STUDS FIELD (UN0)C. EDGES, AND 6' O.G. L®® CONNECTION (FLOOR U55) 1�00D TO MA50Ni��' 2x CRIPPLES 2x BOTTOM PLATE W/ (2) 10d 6 O.G. OW 1/8' GEMENTITIOUS FINISH PER ASTM C. 2ND FLOOF �fR,4ME CONNECTION R CONNECTION UJ/ M5TAM3� LL 1V O.G. W/ (2) 3/4' PLYWOOD DECKING GLUED AND NAILED W/ �' 926 APPLY 3 LAYERS W/ TOTAL -1 WOOD 1ST FLR 5� MA50NRY 1ST FLR SCALE: 3/4'=1'-0' �� SEE TYP. 2-STORY WALL SECTION FOR SCALE: N.T.S. C.>(O 12d TOENAILS THICKNESS 1/8' OVER METAL LATH. SCALE : N.T.S. ADDITIONAL INFORMATION. 10d COMMON � 6' O/C EDGES AND 12' O.G. FIELD �` UPLIFT CAP = 928 PLF SEE TYP. 2-5TORY WALL SECTION T/B 1/2' GYP. WB OR 3/8' PLYWOOD/ TYPE 2-M-W OBB i FIRST 2 LAYERS 3/8' THICK EACH. 3RD SHEAR GAP = 355 PLF FOR ADDITIONAL INFORMATION. (DRAFTSTOPPING) TO BE NAILED W/Sd COMMON LAYER I/8' THICK (SEE NOTES IN SEE TYP. 2-5TORY WALL SECTION FOR ADDITIONAL INFORMATION. (2) 2x HEADER SEE PLAN (o' O.C. TO ONE SIDE OF THE FLOOR TRUSS FOR AN SECTION 4.4 SHEET SN FOR AREA ADDITIONAL INFO.) 1000 SQ. FT. OF FLOOR AREA 4 SEALED 10d NAILS INTERIOR HEADER PENETRATION AREA W/ FOAM. DRAFTSTOPPING INSULATION PER CHART ON SHEET 53 (1) 2x SILL PLATE W/ (2) SHALL DIVIDE THE CONCEALED SPACE INTO 8' O/C TYP. BOX 12d TOENAILS. g R SEE J OR JJ ON S6 FOR 2x JACKS (SEE HEADER EXTERIOR HEADERS APPROX. EQUAL AREAS. ADDITIONAL 2ND FLOOR INFO FLOOR JOIST ONLY $6 S6 TABLE ABOVE) (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING FLOOR JOIST/FLOOR FELT PAPER OR TJI BLOCKING AT 24' O.C. RIM BOARD LARGER THAN 4 ft (2) 2x TRUSS, SEE PLAN o METAL SEAT PLATE MAX. AND AT EACH CORNER SILL PLATE W/ MP3 Ss - (UNDER CORNER STUDS) W/ NOTE: LAP SHEATHING TO (2) 12d TOENAILS T/B STRAP CLIPS EACH SIDE BOTTOM OF BAND JOIST TYPICAL 1-I/8' RIM BOARD CONT. 2x STUDS (SEE 1/2' HIGH STRENGTH OR 5/8' GYP WB (OR SPACER TABLE ABOVE) 5/8' GYP. TYPE ' X' -s GARAGE ONLY) W/ WEEP SCREED INSTALLED PER AIL 1-1/5' RIM BOARD TO BLOCKS DETAIL �FLOO JO 15T� O MANUF. 4 FRC SECTION R103.12.1 FLOOR JOIST P.T. BOT. PLATE 1 3/8' DRYWALL NAILS OR DRYWALL SEE PLAN JOIST END W/ ad NAILS, ONE O SCREWS 1'O/C CEILING 4 8' O/C WALLS STD. 1300 HOOK (SEE DETAIL) 6 TOP 4 BOTTOM FLANGE SCALE: I I/2'=1'-0' �� oo 0o FLOOR TRUSS / 8'x8'X16' GONG. KNOCKOUT BLK W/I'S 1/2" GYP WB BEAM ROD CONT. FILLED SOLID W/GROUT INSTALLATION PER CHART ON SHEET SIN 8' C.M.U. TYPICAL °' *J TRUSS USP HTA20 24' O.c. RIM BOARD TO FOR DOUBLE ROW MASONRY WALL BELOW. I I C NAILING AT TOP PLATE 2x4 RIBBONS ARCHITECTURAL 6�o 4 (3) ROWS ad 'm 6' O.G. SEE PLAN FOR REQUIRED FINISH MASONRY LINTEL AT RIM BOARD 'T" CORNER STRAP CONNECTIONS w (1) "5 VERT. IN FILL CELLS COURSE ISEE FOUNDATION PLAN T*rfi=IGAL IITII AND D T,4IL � LOO � ���� ® LO4D 8E,4i�ING/EXTERICR Ffi�,41�'IE 4 NOTES) Ix WD FURRING -8 24' O.C. 4'x4' INSPECTION PORT AT 2NID FLOOR FRAME CONNECTION (FLOOR J015T) � CORNER DETAILS � LUALL �4EADE1R DETAIL M BASEBOARD - EACH FILL CELL TYPICAL PARALLEL TO MASONRY WALL SCALE: 3/4'=1'-0' GJ�o SCALE: N.T.S. 5� SCALE: 1 1/2"=1'-0' MIN. 2500 PSI GONG. SLAB SEE TYP. 2-5TORY WALL SECTION MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH FOR ADDITIONAL INFORMATION. tr MUNICIPALITY 4'to 6" BELOW GRADE SEE BHT B3 FOR 15/32' MIN. PLYWOOD OR 1/16' OSB a a SHEATHING NAILED W/ ad COMMON STUD SPACING SCHEDULE a— a. a _ INSULATION CHART NAILS a 4' O.C. EDGES, AND 6' O.C. _ _ ° NOTE: ROOF UN BRACED NOMINAL SHEATHING TOP/BTTM An —_ FINISH GRADE SEE SHEATHING (2) ROWS OF 2x BLOCKING FIELD (UND) ROOF TYPE STUD SIZE & SPACING =III — — — - 2'x4' PANEL BLOCKING 48' O/C SEE TYPICAL WALL SPECS ON FLOOR THIRD POINTS 2X STUDS 16" O/C SPAN (ft) WALL HEIGHT TYPE PLATES 6 MIL VAPOR BARRIER _ III III , : — _ _ SECTION C/53 FOR 1/8 STUCCO FIN15H PER A5TM C. 926 SHGL. OR TILE 35 UP TO 8' - 2° 2x4 SPF#2 @ 16" OC OSB SEE J/S6 �III=III-III-III- _ - FOR THE FIRST 8 -0 OF ENp ADDITIONAL INFORMATION A A AAA A 6x6 WI.4xWI.4 WWF - III III a III —III- - z WALL FROM EA. END, (TYP.) TOP 4 1/2 GYP. WJ3. MIN. 5/8 pIA. x 10 J BOLT W/ 8 APPLY 3 LAYERS W/ TOTAL THICKNESS OR 1=15m ESH -� I I-III=1 I °III=1 I I=1 11- -' f GARAGE SIDE IF ' - " I BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING -SEE (I) ROW OF 2x BLOCKINGs m MID APPLICABLE EMBEDMENT '� 24 O/C W/ Z pIA.X A SHINGLE 45 OVER 8 2 TO 9 - 2 2x4 SYP#1 @ 16 OC PLYWOOD SYP#1 _ = i. 16d TOE NAILS SECTION J/S6 3/16' PLATE WASHER TYPICAL 3/8 OVER METAL LATH. FIRST 1 LAYERS CLEAN POISONED 4 COMP. SOIL - I _ HGT. FOR WALL HGT. < 8'-6'. (2) 3/8' THICK EACH. 3RD LAYER 1/8' THICK (COMPACTED TO 95°r, MODIFIED I I .III III=I I -III -I I—) I - DECKING ROWS OF 2x BLOCKING -a 3rd 11 EM1 E EXPANSION BOLT W/ (MIN. SHEAR 3500". MIN. TENSION (SEE NOTES IN SECTION 4.4 SHEET SN FOR NOTES: III-III=III=1 �- STD. 130' HOOK ATTACHED WALL SHEATHING 7' EMBEDMENT 24' O.C. 2600+!) PTS FOR WALL HCxT. > 8'-6' ADDITIONAL INFO) PROCTOR ABTM D1551) —I I-1 I— (SEE DETAIL) TO BOTTOM PLATE/CHORD W/ Sd W/ 2'Ox 3/16' PLATE WASHER 1) OSB SHALL BE 7/16" APA RATED EXPOSURE 1 (MI N. E = 275,570 PSI) r _ 4' O/G, 2 ROWS STAGGERED USP SPT22 EA. STUD TYPICAL. (MIN. SHEAR 3500" 2500 PBI CONCRETE MIN. —USP 5PT22 1@ EA. STUD (3) 5 REBAR ON 3 CHAI 2X P.T. PLATE 2 W/ 3' MIN. CLEARANCE 2x STUDS -9 16' O.G. MIN. TENSION 2600*) BLAB W/ 6x6 WI.4xWl.4 WWF OR WEEP SCREED INSTALLED PER MANUF. )PLYWOOD SHALL BE 15/32" APA RATED STRUCTURAL 1 -EXPOSURE 1 (E=1,800,000 PSI) WALL II * `r FIBERMESH 3) STUD TO BE SYP#1 OR BETTER FOR WALL HEIGHT OVER 8'- 2" 2 ®5 ® 1�,4 L L S C T 1®I �l J 2x P.T. PLATE WWF R x w1.4 - -Y 4 FRC SECTION R10 .12.1 FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN WWF OR FIBERMESH �- 4) DEFLECTION LIMIT FOR STUDS WITH PLASTER OR STUCCO FINISH IS L/360 BEE FRAMING ° SCALE: 3/4'=1'-O' S� PLAN — — o - o '— —° — - - - — - /\ \ \ FINISH GRADE P USP HTA20 6 24' O.C. W/ 6 MIL VAPOR ! 2 x4 GROSS BRACE a 48 �/ O/C FOR THE 1ST 2'-0' OF I I 10-10d X 11/2' NAILS INTO BARRIER \ \\\ \ \ /� BARRIERPOR END WALL W/ (2)10dx3' 9 EA. BLOCKING TRUSS 4 MIN. 4' / (3) 05 CONT. ON 3' END INTO 2x4 BLOCKING EMBEDMENT IN CONC. CHAIR W/ 3' MIN. A I_ A A CLEARANCE (3) •5 REBAR ON 3' CHAIR W/ 3' MIN. CLEARANCE - 2NE) FLOOR FRAME CONNECTION FLOOR TRU55) INTE�'10R 2-STORE' FRAME 5ECTION 5 ALTEfRN>.4TE FOOTING ry PARALLEL TO MASONRY WALL SCALE: 3/4'=1'-O' SEE TYP. 2-5TORY WALL SECTION SCALE: 3/4'=1'-0' WOOD IST FLR SCALE: 3/4'=1'-0' S� SEE TYP. 2-5TORY WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. I FOR ADDITIONAL INFORMATION. b dii A3x9 h� -�;,v a "1'*::x .,11 ............ DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.da nscoengi neeri ng.com CA 25948 - >t o 0 N z w O� ZCL 00 M C:, W U. n zHaaM ¢ o z WWCD (n J O O �O d- U W Q F-- �<< LULu IL = O J Q r IL LIJ Cz z J Q O Qp ~ Q z w L/) Q Z � Z 0U LO IL 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 = ±0.1 8) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.19.17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 �y�dy 9aCb84h') �• '��iy m ° ti' a r� a ✓v J ` c®e LLJ m 7_ Q w C::�_ z Lu to) Q t �N =r L1.1 LUG _10 W 7 �* ,zn Q LL1 = LL1 W ❑ SHEET TITLE: TYPICAL 2-STORY SECTIONS & DETAILS (MONO) SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: LF REVIEWED BY: TH S6 1 1 00 DOORJAMB 1X4 1/2" DRYWALL DOORJAMB 1 X 4 1/2" DRYWALL DOOR JAMB 1 X 4 1/2" DRYWALL P T. ATTACHED PER ATTACHED PER ATTACHED PER DOOR MANUF. DOOR MANUF. DOOR MANUF. 1 X 4 1 X 4 3-1/4" LONG X 3/16"0 FURRING 3/16" 0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16 TAPCONS STAGGEREDNX8 X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 31� 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 -1/211 DOORJAMB 1 X 4 1/2" DRYWALL DOORJAMB EACH END W/ MIN. DOORJAMB TAPCON ATTACHED PER ATTACHED PER 2" EDGE DIST. ATTACHED PER DOOR MANUF. DOOR MANUF. DOOR MANUF. 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 2x P.T. AS 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 TYP,) ♦•♦♦♦••♦♦ #5 REBAR (TYP,) ♦♦'♦♦♦♦♦ ♦♦•♦♦♦♦♦ ♦♦♦♦♦♦♦,♦ K (TYP.) ♦♦•j•♦1 ♦.♦♦TD. 90° HOOK (TYP.) 14, ♦♦'♦♦♦♦,♦♦ +2L NOTC ♦ CFI ST COURSE 2 COURSE'♦♦♦♦♦,♦♦♦ 1♦♦♦♦♦♦♦♦♦ FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC 2"xBOT.PLATE W/(2)10d@6"o.c. SCALE: N.T.S. 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 mm. SECTION USP RT16M UPLIFT CAPACITY = 1395 # FOR 1 STRAP 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A FILL 1st4 COURSES ROWS STAGGERED EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" = 2790 #FOR 2 STRAPS SOLID W/GROUT 2x BAND JOIST W/ FACE NAIL n 1-PLY PRE-ENGINEERED TRUSS 10d @ TOP & BTTM CHORD, 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. AND 8 FACE NAILS 10d @ 1/4" x 31/4" TAPCONS ARCH BLKG. &BUCK USP RT16M W/ (9) 10d x 1%" NAILS & TRUSS VERT. WEB BLOCK HEADER = (4)%"x1%"TAPCONS METAL SEAT PLATE 1/2DRYWALL IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (8)1Old x 1 2" NAILS AND NOTE: 8d NAILS AT 8 O.C. AT BUCK 4 % " X 1%" WEDGE BOLTS 1 LAP SHEATHING TO n () 4 4 �( ) 2 x 8 45 DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE = BOTTOM OF BAND 4 10d NAILS INTO STRAP 2 T 24 # () 1225 # , () STRAPS 50 ] BRACE(S) INSIDE TO ALLOW FOR INSULATION JOIST TYPICAL 2 x 8 BRACE/ BLKG. 7116" OSB TO BE INSTALLED - FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR ` `;>.:r.=•; CONTACT ENGINEER OF RECORD FOR �USPGAM10 @ �12-.C. w/4-SDS 1/41 1/2" POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. ' ' BOND BEAM OR CAST FURTHER INSTRUCTIONS. 4"x1-3/4" SCRIBE (NOTCH) IN PLACE BEAM SCREWS INTO BAND JOIST & (4)1/ BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3) 10d NAILS _ WEDGE BOLTS INTO K.O. BLOCK (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL QVERHANG CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO 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" T011/z° 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 (T WA / NOTE: FOR OVERHANGS LESS THAN 3/4"-NO REPAIR REQ'D. _ SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 4' MAX. RAD. WALL USE (3) 1/4" X 31/4" TAPCONS AT 16" O.C. TR S / ARCH DETAIL JACK TRUSS PROVIDED BY TRUSS 2 X 4 #2 SYP SCAB TO SIDE OF SCALE: N.T.S. SS COMPANY OR 2x6 #2 SYP @ 24" O.C. SEE 12 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1'-0" 5'-0" MIN. W/ (3) 8d TOENAILS @ TOP & BOTTOM / ?X OV * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. CHORD TO LEDGER PLAN / + + RH�NG�FNCT TO TRUSS (2) 10d NAILS P CHORD FINISH FLOOR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + H WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED + PLYWOOD SHEATHING ° 1/4" MAX EMBEDMENT INTO BLK.) B B PER NAILING SCHEDULE + + D ° ° D #5 BAR BLOCK HEADER 2' 0 8 5 -12d NAILS + BLOCKING AS ° D. ° 1.0" �° D ° SOLID BLKG. AT TOP BTWN. ARCH () + CENTERED W/ rop 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A + REQUIRED TRUSS + TO SUPPORT °p s� H K p KNOCKOUT / N + + SOFFIT — Q ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d / + 2X4 SYP s PROVIDE 2x PROVIDE 2 x 8 DIAG. BRACE BTWN. NAILS AT EA. END PROVIDE (2) MIN. COOT. x EACH TRUSS MONO FOOTING _ VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS r - SIZE AND REINF. PER PLAN ° BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY ,, AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF TRUSS COMPANY OR 2x4 CONNECTOR 2 x 8 VERT. BRACE42 SYP @ 24" O.C. CLEAN FILLS) INSIDE TO ALLOW FOR INSULATION ARCH DIRT TO BE INSTALLED 3' 0" MAX SEE PLAN / SEE LINTEL D g BUILT UP PLWD. BUCK - / SCHED. °.' ° STANDARD O SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL -- --- o D 90' HOOK N 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 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY PRECAST LINTEL BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C. EE ELEVATI N - ' - - INSTALL WDW, SCREW FF� THRU OSB INTO 2 x 8 (MAX.") ,. o ,. v o - ,. o v ,. l ANCHOR INTO ARCH BLKG. FOR OVER HANG 4 -0 STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ SHED ROOF L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = T-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" A/C CHASE 4" PVC PLUMBING LINE SLEEVE THRU STEM NOTE: IF RETROFIT FILLED CELL CONDITIONS WALL EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD TOP (2) #5's x 4' 0" TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE FOR ADDITIONAL INSTRUCTION. CENETERED @ PIPE PVC OR SCH40 SLEEVE CENETERED @ PIPE =-�-== PENETRATION PENETRATION PLUMBING LINE _ — — _ — ' — ao EXISTING BOND BEAM. III= � =III= � =III III= � I FINI GRADE MASONRY WALL. SEE PLAN FOR _ _ _ _ _ _ REINFORCING. PROVIDE LOWER 4 .e • ° • a =1—I I —I I=1—I I —III I=III-1 =1 1=III=1 HOOKED DOWEL UP COLIC, „ I 1=III=1 =III —I a a : =1 it I ,III III 1=III=III=III—I — —I 1= III —I =1 I III=III=1 SEE PLAN DRILL 3/4 x6 MIN. HOLE =1—nii = _ ==III III=III III —III —I I =III=III= SET BAR IN EPDXY —I HTT16 W/ (18) -16d NAILS TO— —III- '' — i CAP TO PREVENT LEAKAGE — _ W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL ° =III —III —III —III— III = — WHERE THIS CONDITION #5X6' EMBEDDED INTO - (1) #5 BARS CONT. THREAD ROD EPDXIED W/ SLEEVE THRU STEM OCCURS °C EXISTING BOND BEAM SEE FND. PLN. -1 12" BELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN. z0 SIZE & REINF. GRADE COVER 6'-0" F F 12" EMBEDMENT & 1-3/4" MIN. Q FILL CELL FULL HEIGHT W/ SEE FND. PLN. SEE PLAN FOR a° . a . A SIZE & REINF. PIPE PERPENDICULAR TO FND. FOUNDATION INFO ' 4' (ALLOWABLE DUPLIFDTS2249#) p c� ,� w NON SHRINK GROUT. STEM FOUNDATION ° 0 U A PIPE VERTICAL THRU FND. D D — I= — u- TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE I v Z EXISTING FOOT NIGTO 2 #5X6' IN CONC. GRADE D PENETRATION PLUMBING LINE REINF. SEE PLAN D I>Cn N FILLED CELL DRILL 3/4"X6" MIN. HOLE a ° a° a a n M GRADE ° SET BAR IN EPDXY =y CELL FILLED SOLID III° III 1 W(1) #5 VERT. REBAR I I I \ ;4SAW CUT SEE FND. PLN. ' �� (COVER EA. WAY N. 3 SIZE REINF. (2) #5 REBAR 16 MIN. (1-STY) A SECTION & R EXISTING FOOTING A/C CHASE 4 PVC 20 MIN. (2-S SCALE: N.T.S. SLEEVE THRU FOOTING j 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 ♦ UNA(;L;L ' I ABLE INS I ALL I IUN , PR PER IN TALLATI N '•. DO NOT DO THIS ♦♦` 0 S 0 MAX. $ ♦•• ♦,� FILL SOLID BOTH CELLS #5 REBAR STD. 90" H00 +5A NOTCH WEB AT THE FIRST L k 3sR�z7.A..#hQ�P+?4 4 a"h�b ltYxa} O ,x ....::..:.s:= :.« DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 i O 0 N z w O� a z Ln In ON �V- aWLL^ z U Q 00 H H W wC) J O o ko d- U w (� Q = W W C CC J OCL (/� d W Z Q Q 0 p Q F— Q zw01) Q Z CIO Z v) OU M IL.. 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 fT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. Qc 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02018 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12 19 17 _ 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 " ; 4 LL CAS -'� a J, ° +" 4 eee w co Z 02 cam= W (D >_ tn Q N N W w 2501 Z Q LLi = Lu 1n( CL W ❑� SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: LF REVIEWED BY: TH ss 0 O i i Iq LO 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). 1 314 x 11 e VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING D 2x4 PT NOTCH kINTO STRINGER H D 2x4 BLOCKING FOR STRAP LL1 x4 blocking MIN. 20" FLAT STRAP NAILED TO RISER E AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: 2' = 1'-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 / \ u?" I 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND 2" GAP TOP AND / BOTTOM, GLUED AND 2x4 / NAILED TO STRINGER SYP / blockin for 2x12 TREAD GLUED AND NAILED / / I I Df2�gFT S P I 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLUE /NOT TOUCH STRINGERS AT STRINGER CONTACT / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS _ _ x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING /Hh\ SECTION VIEW SCALE: 2" = 1'-0" JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FULL CONTACT WITH LANDING / / / 1 \ ALIGN THIS STUD WITH AI FACE OF 2ND RISER / —2x SYP CUT TO FIT BEARS IN WALL 1 i I1 I B J _--------2x12 SYP BEARS IN WALL I1 1 11 Y r ----2x6 SYP / \ > r> / / \ 2x4 SYP BLOCKING / 2x4 PT NOTCHED INTO STRINGER \ (SIIMPSONLSTA21 / / AND NAILED TO FLOOR WITH GLUE OR BETTER) BEHIND / / AT STRINGER CONTACT POINTS RISER / 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x12 F SECTION VIEW "A" SCALE: 1" = V-0" STRINGER MUST MAKE D FULL CONTACT WITH LANDING / / - - / / L / 2x SYP CUT TO FIT I I BEARS IN WALL I 2x12 SYP BEAR I _ IN WALL E 2x6 SYP / 1\ ION / 2x4 PT NOTCHED INTO STRINGER / AND NAILED TO FLOOR WITH GLUE SECTION VIEW "B" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 CUT ON BEVEL , AT STRINGER CONTACT POINTS / DOES NOT BEAR IN / WALL i SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = V-0" SCALE: 1" = V-0" FILLER STRIPS ADDED 4' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 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 / \ 2x 1 I I D FT S P Y 2x4 PT NOTCHED INTO STRINGER AND TAPCON\ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUEED/ NOT TOUCH STRINGERS AT STRINGER CONTACT �GLUED AND NAILED TO STRINGER POINTS L'--�' ,FOR DRYWALL SPACING E SECTION VIEW SCALE: 2" = 1'-0" NOTE: THESI SPEC[ YOU / STAIR FOR R 3/4 PLYWOOC ON DECK --2x8 SYP GLI AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C ~� NOTE: 2x8 I \ DRYWALL STOP / \ NOT SHOWN / —3/4" RISER CUT TO FIT 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH SIDE) TO BOTTOM EDGE OF 2x12 MAINTAIN BETWEEN 4' STRINGER I STRINGER AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 41 —1x4 GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER \ —2x4 DRAFT BLOCKING FOR STRAP GLUED TO STOP RISER AND TREAD / --------_ SYP DRYWALL STOP MUST —NOT HANDRAIL SHALL HA1T MIN. t MAX. HEIGHTS FROM NO TOUCH STRINGERS 1 / / \ THE SLOPED PLANE ADJOINING THE TREAD N051NO I I \ OR FINISH SURFACE OF RAMP SLOPE OF 34" 4 55" W / PICKETS NO MORE THAN 4" O.G. II -L- 2x4 BLOCKING FOR 2x12 -2x4 PT UNDER 2x12 �I C I 1 \ ROVIDE MOISTURE / PROTECTION / \ ATTACH ALL COMPONENTS \ OF STAIR TO CONC. W/ 4" X / —ATTACH ALL COMPONENTS \ 2 4" TAPCONS @ MAX. 32" O.C. / OF STAIR TO CONC. W/ 4' X \ - 1 x4 GLUED AND / 2 4" TAPCONS @MAX. 32" O.C. NAILED TO STRINGER / i SECTION VIEW "C" OFT. PIGY ET RAILING SCALE: 1" = V-0" NT5 TOP OF TREAD `" STRINGER GLUED AND NAILED TO STRINGER / < CONN. TO BOTTOM NEWEL POST LET INTO 2 X 6 GAP OF NEWEL POST THE BLOCK p �I PER CONTRACTOR SYP DRYWALL STOP � 1 ST NOT TOUCH BLOCKING � 1/2" DRYWALL ZINGERS- G WALL FRAME 4 BLOCKING FOR 2x12 \ 2X8 BLOCKING 4 PT UNDER 2x12 FOR NEWEL POST TO ANCHOR TO. \ � PROVIDE SOLID BLOCKING (GLUED AND NAILED) FLOOR GIRDER BELOW ALL NEWEL POST BEVEL GLOUED OR 1 3 x 16" VL FROM JOIST TO JOIST. USE HALF NALL E)ETA I AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR LVL NAILED TO JOIST. TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 2" " = 1'-0 STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED 'WALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND IED TO TOP PLATE CUT INTO RIM BAND, IED AND NAILED TO RING WALL BELOW W ALL JOINT YWALL TO /ER JOISTS) 41 WOOD PICKETS SPACED ®4" G/G GUARDRAILS SHALL BE ADQUATE IN STRENGTH, DURABILITY AND ATTACHED A5 DESCRIBED IN SECTION R311.5, FRG 6TH EDITION (2011) OPTIONAL PIG<ET PETAL GUARD AND HANDRAIL NOTES • R512.1.5 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 6 INCHES (155 mm) IN DIAMETER. 2. GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 5/5 INCHES (III 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 R15ER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS AS PER FRG 6TH EDITION (2011) R311.1.8.2 • ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FRG 6TH EDITION (2011) R311.1. TL "v 1n�Gll( it S.°.�Q.`."43DidiSsS'SS.::tk:0:"?.:{f:O::ri:� .�6�'' 4tk�f:ll:,.•L�>.•�,..�.:... E DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineenng.com CA 25948 i O 0 N z 8.1 e C r C C �i Cun Ce 00 ) Lu C:IL ) 00 il Q IZD L COEFFICIENT =611 ±0.18) TEMPORARY TAP E 'FLAP' TO HOLD FLAP X/ 4ousE 4,1 WRAP ♦ HA ING O 9' ROUGH OPENING HOUSE WRAP SHEATHING TEMPORARY TAPE 'FLAP' TO HOLD FLAP 4OU5E WRAP ♦ ♦ .♦ SHEATHING O ROUGH OPENING 4' SILL WRAP ,ILL FLASHING HOUSE WRAP INSTALL FLEXIBLE FLASHING SHEATHING CORNERS AT WINDOW SILL TEMPORARY TAPE 'FLAP' 70 HOLD FLAP 4,1 Hou,E WRAP/ ♦ / i SHEATHING CAULK BEHIND WINDOW FLANGE BEFORE INSTALLATION. WINDOW FLANGE SILL FLASHING HOUSE WRAP SHEATHING WINDOW FLASHING METHOD 'A -I' WINDOW FLASHING METHOD 'A -I' WINDOW FLASHING METHOD 'A -I' A A WINDOW INSTALLER WILL CUT THE BUILDING PAPER AT A 45• ANGLE TO A POINT 9' UP AND 9' OUT 3-5TEP PROCESS: 01 FROM THE UPPER CORNER, UT THE ROUGH OPENING. O A INSTALL SILL FLASHING (EXTENDING 4' BEYOND THE ROUGH OPENING ON EACH SIDE) O A APPLY A CONTINUOUS BEAD OF CAULKING ON THE BACK SIDE OF THE WINDOW FLANGE. B. INSTALL CORNER SHIELD FLASHING (FASTEN WITH M015TOP SEALANT OR EQUAL) B. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. B. THIS 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 COWER SHIELDS) METAL FLASHING DOUBLE LAYER SPLINE APPLIED VERTICALLY (IF USING FELT, SPLIT 36' - WIDE SHEET IN HALF) 2' TO 4' LAP AT ; = HORIZONTAL JOINT i� . ' 2' TO 4' LAP AT I I I If HORIZONTAL. JOINT I I I I ' SHEATHING j I � ``♦\` I 1 I ' BUILDING PAPER HOUSEWRAP I I 1 I 1 I I -CUT � � WINDOW OPENINGS SHEATHING WRAP (BUILDING PAPER OR HOUSEWRAP) J� ♦` , i i CARRIED P TO 2' `\ ; BELOW BOTTOM i OF SHEATHING / 4' TO 6' LAP AT VERTICAL JOINT �' 9' (6' MIN.) BEYOND CORNER BOARD SHEATHING WRAP DETAIL SCALE: N.T.,. WINDOW FLANGE HOUSE WRAP SHEATHING TEMPORARY TAPE 'FLAP' TO HOLD FLAP � LNDUSE WRAP HEAD FLASHING SILL FLASHING JAM FLASHING WINDOW FLASHING METHOD WI' OA INSTALL HEAD FLASHING OVER THE WINDOW FLANGE. B. EXTEND THE HEAD FLASHING 8' BEYOND THE ROUGH OPENING ON EACH SIDE. 1JV I I VI 1 v I T♦II 1 RA/ I &it_ I 1 1 1"111 TO ALLOW MOISTURE TO BE DIVERTED TO THE OUT5IDE 5UF�:ACE TEMPORARY TAPE 'FLAP' TO HOLD FLAP HOUSE WRAP/ ♦ � I �t I SHEATHING JAM FLASHING WINDOW FLANGE HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLASHING METHOD 'A -I' 0 A INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON EACH SIDE. B. EXTEND THE JAMB FLASHING 4' ABOVE THE ROUGH OPENING AND 8' BELOW THE ROUGH OPENING. C. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. HOUSE WRAP /HOUSE 'FLAP' WRAP e SILL FLASHING WINDOW FLANGE WINDOW FLASHING METHOD 'A -I' 0 A. ALLOW THE BUILDING PAPER 'FLAP' TO DRAPE OVER THE HEAD FLASHING. EAD FLASHING JAM FLASHING /HOUSE 'FLAP' WRAP ---------------------------- WEATHER RESISTANT CONSTRUCTION TAPE EAD FLASHING JAM FLASHING HOUSE WRAP SILL FLASHING SHEATHING WINDOW FLANGE WINDOW FLASHING METHOD 'A -I' n A. APPLY WEATHER RESISTANT TAPE OVER THE 45• ANGLE CUT ON THE BUILDING PAPER B. ON INSIDE PERIMETER OF WIDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM 1 � =r s til{ �sz3* 5V � r DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com CA 25948 i o 0 N z O�^ 00 �(nM� M aW�^ aCa¢Ir' z�tQ00 Z�� W zw w 2 J 0 CD nr U w Q � = LJJ Lu IL = o L-0 `- Q IL Q W z p Q O Q ~ Q z w Q Z � Z �ti OU L0 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 = 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. 02018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LEN NAR CORPORATION. 02018 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.19.17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 d y� E0 d3i I.,y i ..j -' Pr Q— LLJ m w t— Lu W CD Z N QLO �N 2 ,— Lu wM =0, W :D* �* Z QL i =LIJ W ❑ SHEET TITLE: WINDOW FLASHING DETAILS & NOTES SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: LF REVIEWED BY: TH WF-1 O O 1 00 N FLASHING REQUIREMENTS FLASHING AND SEALANTS FOR EXTERIOR WINDOW AND DOOR OPENINGS SHALL COMPLY WITH WEATHER RESISTIVE WINDOW UNIT SECTION R703.4. BARRIER aw THESE DETAILS ARE GENERIC AND MEANT TO SHOW DOOR ROUGH OPENING L SPE O 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 BREA COMPLYING KS CO YING WITH ASTM D226 FOR TYPE 1 FELT R O OTHER APPROVED WATER -RESISTIVE WOOD FRAME CONSTR. 0.6 cm : 30. m 5c BARRIER SHALL APPLIED BE A ED OVER STUDS OR SHEATHING OF ALL EXTERIOR OR WALLS. SUCH FELT OR SELF ADHERED FLASHING I£st,•';Sr€'` 3/4"-1" BEAD OF CONSTR. W ADHESIVE TO BE APPLIED UNDER BY LAPPING DOWN SELF -ADHERED FLASHING AS G ELF -ADHERED FLASHING S F S N G MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER Y LA ER NOT LESS THAN 2 INCHES 51 MM WH ERE HERE JOINTS OCCUR FELT SHALL SHA BE LAPPED NOT OVER RIM JOIST AND UP � THRESHOLD OF DOOR AND RETURN ( > . WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND ............... R EQUAL WEATHER PROOF CAULKING O QU O EXTERIOR PRODUCTS DETAILS LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A G S CEMT. FIN. MANNER TO MEET THE REQUIREMENTS THE Q OF EXTERIOR WALL ENVELOPE AS DESCRIBED IN SELF -ADHERED FLASHING BUILDING PAPER SECTION R703.1. THE WATER -RESISTIVE BARRIER IS NOT REQUIRED FOR DETACHED ACCESSORY - TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND BUILDINGS. SEAL TOPS OF JOISTS LAT WIRE H FB ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. R703.2 Q C UNDER DECKING .:'.:::::" ':.:.-::s;::.: s�is:.: �;::;i�:i•:;;�. ,:::: SUBFLOOR >..........:.... .. ;;..- .:; ... (SEE DETAIL WP07) ..:.. •:::;:_••.:;;;•;r:., .:•:;;�»stt' • R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED RIM JOIST Detail Instructions MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION Refer to the number marked as ## each detail that corresponds to PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT the numbered Items in the IISt Of inStrUCtlOr15 below: EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS 1 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN 2V A A I A', V O 1. Install self -adhered flashing in order as shown by numbers EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE 2. Install flashing and weather resistive barrier to form water shedding laps INSTALLED AT THE FOLLOWING LOCATIONS: SELF -ADHERED FLASHING W P02 SELF -ADHERED FLASHING W P03 3. Self -adhered flashing can be substituted for building paper g g P P 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 4. Split the release paper using the ripcord (Split release on WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR FOLD UP WEATHER RESISTIVE BARRIER & EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE 5. Remove all release paper per standard installation instructions P P MORE OF THE FOLLOWING: TEMPORARILY SECURE 3/4"-1" BEAD OF CONSTR. INSTALL ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALTADHESIVE and adhere to substrate using a square piece of flashing material 9 q p 9 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR WEATHER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING (6" X 6" Minimum) FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S RESISITIVE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. BARRIER OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 6. Fold as shown by arrows WHERE FLASHING INSTRUCTIONS R DETAILS ARE N PROVIDED, 0 AILS NOT O ED, 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 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 - �• c BEFORE FOLDING SCORE 8. Mechanical) fasten as necessary y ry EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT rsseMaLeo vANoow - SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR 4"Z' VERTICALLY FROM ADHESIVE AS SHOWN) PROTECTION AT THE HEAD AND SIDES. WEATHER BOTTOM OF THRESHOLD 1.2 IN ACCORDANCE WIT H THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN ..::'::�-;: RESISITIVE 1 O .. - PROFESSIONAL. BARRIER SECTION -A (SEE DETAIL WP02) 1. ACCORDANCE 3 INWITH OTHER APPR VED METHODS. O 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 SELF -ADHERED FLASHING O. - O R FMA/AAMANVDMA 40. 0 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME R 2 O HEAD FLASHING TIE-IN INSTRUXTIONS: -�� �'•�'*"`• STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 1. Cut, fold up &temporarily secure weather resistive SELF -ADHERED FLASHING 5 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. barrier above header to allow for flashing installation 4 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. z` O 2. Self -adhered flashing plus head flashing under weather resistive barrier SEAL TOPS OF JOISTS 1 6 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 3. Fold weather resistive barrier back over head 2 UNDER DECKING (SEE DETAIL WP07) 2 7 6. AT WALL AND ROOF INTERSECTIONS. flashing and seal with tape 7. AT BUILT-IN GUTTERS. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM 1 SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING WP06 EXTERIOR DOOR WITH DECK INSIDE CORNER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING Ground SHEATHING 7/8" Cement Plaster 7/8" Cement Plaster REFER TO TECHNICAL 1 in accordance with in accordance with LETTER ON CHEMICAL ° ° ° ''"??`` .t::`'??'< '???::...::... - Water Resistant Barrier ASTMC926 ASTMC926 COMPATIBILITY SELF -ADHERED FLASHING Lath Felt k e t backed meta Felt backed metal ° ............ .s;;::::::'s::::i::i:€:F:i: SELF -ADHERE D FLASHING Sheathing lathe in accordance lath in accordance a da ce PATCHwith ASTMC1063 with ASTM C1063 Stucco :.;;;•;, . ;>::;::... ° a • A ::::'::::'::::. Building Paper Building Paper •:::.::.:::: iinlijiiiic:.. .............................. s:a::s::s:::::::.i:t:i:i.T::-i:. i• ii.g::;::r.r•;:::;:::;:,:.:, e.............................. .. , ' ' -A a a'. d .a T . °. .............. O.S.B. 7/16 O.S.B. .B.7/16" ::::::::::::::::::::::::::.....:::.......:::::.•:::::::::::::::::.::::::::.:::::::;:;:::::.:::2:::: ::.:::::.. . a sheathln..... FLASHING ............. :. - - ���'���������SELF-ADHERED FLASHING ...................... Foundation Wall A u a d . / / ............. Metal Flashing NAILING FLANGE SELF -ADHERED FLASHING 1 .'..:..:�>��' 2 a ° a. d ° a•. . ' ° ' • °e Weep .Screed �•;:s> »>i 1 3" MIN-�' � a a Installed As Per ... t e Stampede or similar 2 4 Manufact. Specs. & Do NOT FLASH VER FRC R703.7.2.1 BOTTOMauk NAILING O joint onlyOm FLANGE O �_ Maintain Bottom of Weep Screed SELF -ADHERED FLASHING V�/PO4 SELF -ADHERED FLASHING Q P08 FW FOUNDATION WEEP SCREED WP09 Weep Screed 2" Above Roof Installed As Per Manufact. Specs. & HALF ROUND WINDOW OUTSIDE CORNER FRC R703.7.2.1 Sheathing 1/2" Cementitious Decorative Finish ,o•, .•o• All inside and '• outside corner will ••°• need to be miter . • ••• cut and caulked all Cement Plaster •• butt joints need to .•••o• in accordance .o,�• • .• •, • becaulked using with ASTMC926 over wood 2nd ••• Stampede or sim. floor caulk for all DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 Cement SELF -ADHERED FLASHING DECK JOIST WP07 Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE Y 3 DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach Florida a 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 i o 0 N Z O�� Z Q N ro Mn NL ¢F;' a W � Ce Ln ZI¢-aarh ce�Q 0 zc~n� W ZLU LU J 0 o U CL X rr ^^ LLI vI Q LLI W CL 5 2 O J � � W Z O Q Q_Q ~ Q Z W Q Z 00 Z OU v) L0 CL V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION 2017 FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 2018 c MAY LENNAR CORP.-THIS PLAN O Y NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LEN NAR CORPORATION. ©2018 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.19.17 1.00 6TH ED.(2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 �°d ,�� � ®e o a Yr3 � s ..J�•;s x��j. Sp . LU j 2 cv w m W_ Z w f-- a 02 �Z W N Q' =N W WM _10 W :D:lt * Z Q Ul = ui W ❑ SHEET TITLE: WATERPROOFING DETAILS SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: LF REVIEWED BY: TH W P O LO O I N 1 00 N L0 r-- " a \\� au March 20, 2018 Re: Wood Construction Connector Conn plia nce for 2D15 International Codes 8:. 2017 Florida Codes To Whom It May Concern: Section 2303,5 of the 2015 International Building Code (IBCj 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 for Mechanical Fasteners in Wood. Both methods determine a connector's al loveable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 118-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 t^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 to evaluate products to the 2015 [-Codes. Simpson Strong -Tie is working on re-evaluating vvood construction connector loads to the new standard to update our product evaluation reports to the 2015 [-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 with product certification agencies to update their �^rood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until W3012018 when it will be re-evaluated by Simpson Strong -Tie. Please visit v✓ %vstronotie.com for additional pertinent information. If you have questions or need further assistance regarding this matter; please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely; SIMPSON STRONG -TIE COMPANY INC. APO Keith Cullum, P.E., LEED AP dwIRDW Engineer, Southeast U.S. Branch puzI oft S sp>c;, wt=s?sg Tic i".n:ra>=zay i?:c. 2221 GuurtryLane M,Ki..y, TX 75069 Phone: 972.542.0326 Fax: 972.542.4139 wwuwstroro7e.e�m Cu .~ > CU Q ^L' �✓ O ^O 1..1. (^' V/ V �� v! ^, � U � N V/ 0 r�t� O U_R ♦V O � :,- (%� `�V 0 "� r y L �r�e O O co 4-0 5 € tISP Gvnriacttira = � ', ' d Simpsvrr C4lttnaatvrs a i t13F StotdeNorvrtuatAppro F€vnda Staiawrde r!€N0, Evaivait A0tul1'L` Basis (21fI8j 3impavn Stock Np, Florida S#BfikNnd9 ProdCIO uvtAi?prOYal Nv 1"ytaWalrGrt Report Basfi[20t8) A3 FL172441 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 - HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL1D856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10855.10 ESR-2549 HDO410 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 FLt 1496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244S ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGTZ FL6223.3 Evaluation Report HGT2 FL70456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FLt D655.104 ESR-2549 J US210-2 FL17232.11 ESR-3445 LUS210-2 FL1 D655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232A1 ESR3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR3465 MST60 FL10852.7 ESR-2105 > O }+ /��{/\ a) W cu O L 0- aL O nL. ..i. CU `MV ■ ■ �` CC L Z W Z Z Q J 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 ESR3455 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 L850 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244AS ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR3455 MST052 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MT816 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-2616Cn 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 ESR3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17319.3 ER-0200 FGTR FL71473.2 SIM200802 PHXU3516 FL17241.20 EBR-3444 GS16 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 ESR3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL70456.14 ESR-2613 RT4 FL17236.3 ESR3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3445 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTSA FL17236.3 ESR-3448 sP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR3445 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 ESR3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL172%5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 - SHEET NO. PA 1.0 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below'rf they vrill be utilized on the construction project for which you are applying for a building permit. We recommend you tooted 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 andSmoothStar(NON-IMPACT) FL20461.1 +67.0/S7.opsf ThermaTru Firber-Classic and SmoothSfar (NON -IMPACT) FL20461.6 +67.0/-67.o psf ThermaTru Firber-Classic and SmoothStar (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru FirbervClassic 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, Smoothsfar, ClessicCreR, Rustic FL7640.1 +67.0/b7.0 psf R. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.D psf PGT Series 5570 FI,251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (BX7) FL15279.85 +36.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.D/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 6D7,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see lost sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Sedes 185 FL15349.1 +q0.0/-40.0 psf PGT Sedes5520 FL243,9 D. MULLION MI Windows and Doors Series 5764 FL75353.2 NIA PGT Series 55D0 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplenk Lap Siding and HarcliePlank 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 N/A B. UNDERLAYMENTS Tamko 151b Felt Undedayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. OR Ridge Vents FL16918.1 - FL76918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Borel Tile Villa 900 FL784927 - FL7849.28 NIA Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Suppy & Manufectudng, 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 FL17669.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS! USP Structural Conn. see chart ANCHORS Simpson strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE ___ _ N _ Florida Department of Business & Professional Regulation Florida Department of Business & Professional Regulation Florida Department of Business & Professional Regulation Building Codes and Standards Page+ Building Codes and Standards Paw+ Building Codes and Standards n9 Florida Department Business Paw, of &Professional Regulation Paw, dz ; V Product Approval Application Detail PP APP ti2o1e Product Approval Application Detail PP PP vsnols Product Approval Application Detail PP pP vsn°75 Building Codes and Standards Product Approval Application Detail s2o1e -� � O ..Ha L FL12046142 E1,820461R2 FL#2M61R2 //�r� CL O FW20461-R2 , ., Eatitadrr l>>� 1 Date PandYm Cata Cade ErrtlN or Devil Date Data Pentllna Data UN Vers19D Manufacturer C� Endnwr & Llcenue Validated By Validated Submitted FBC Approval Approverd ANN � 6,W,L gala Rut Base PJndIna Will TIM Venlm y/ O mm ten Mnuhcluror Canbct Sectrsra Licams Validated By Valldow Sul.. FBC Approval Agbrovad Statue bgpyfactu � Conte Engine, & License Validated By �ffi Valbbgad Syb W d FBC Al moralCU States �� Revision $0 17 Therms-Tm Corporation RickWrightLyndon F. Schmidt, P.E. 1M'1B yen Ryan J. King, P.E. 10/15/20,7 07/12201T 10/182017 12/12/2017 Approved Revision 2017 ThemusTru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/152017 07/122017 101182017 12/122017 Approved Revision 2017 Theme-Tru Corporation P.E.E. Rick Wright Lyndon F, Schmidt, P.E. Ran J. Kinpproved 10/152017 07/12/2017 101i 82017 12/122017 1Yg Vauelgn btap,tagg,pr Entity or Csntert Enalmer 8 Lldxxss Valldabd By 12dta !?ita !? 12ata Validated FBC Approval toCD Cem9ory: Exterior Doors (418) 288-1740 PE-434g9 (813) 767-0555 Category: Exterior Dome (419) 298-1740 PE�3409 (813) 7ti7.6555 Category: Exterior Doors C (419) 298-1740 PE-43409 (813) 767-e555 Submitted Atf]L�Ld W ��1 U - A/♦ ..Ha BumCebpory: Swinging Exterior Door Aawmbilea riokvyQnwblo9conaultams. Subcategory: Swinging Exterior Door Assemblies rictwQfwbkigmceulanla. oom Subcategory! 8 Swinging Exterior Door Assemblies d rwbld cormullants. rhWQ 9 Revision 2017 otpo Themu-Tru Corporation Rkic Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 10I1512017 077122017 10/182g17 12/122017 Appgsed Compliance Method: Evaluation Report+rom a con Compliance Method: Evaluation Report from a Compllrma Method: Evaluation Report from a cum Category: Exterior Dome (419) 298.1740 PE43409 1813) 767.6555 : V U co Florida Registered Architect or a Licensed Florida Florida Registered Architect ora Licensed Florida Florida Registered Architect or Licensed Florida Subcategory: Swinging Exterior DocrAssembdbs ridcw@rwbkgconsuhants. /1 Professional Engineer Professional Engineer Professional Engineer ComplWhea Method-. Evaluation Report from a oom Products FLCM141:2 Products FTX20/61at2 Prod urd► Florida Registered Ambled or a Licensed Fiords Prulmlonal Engineer O 5MWj4t2 Quality Amurence Approved for lsg Approved for Use 1, Deal.. QuallN Awunndw A2RMW dfw Use Approvatl farUw ID�Yl4t � ^ O CDL O $tqt Product NadN. Numborm Nand Quality Animates, Product Description Contract Expiration Oslo Approved for lho Approved for Use bDesSt ter Nvdzd Outside HVHZ � pgesgg s- a Produd Nadi. Numb, or Name Product Description -tract Expiration Date in XVHZ Outside HVHZ Rwfstam Presave �t Product Modal. Number or Name Contract Expiration poet IgtiXtli prnitagrs FLrANiR2 Products O 1 a. Thermo-Tm Fiber -Closet act Smooth -Star Nordnel8'6 8quokNon-ImpadB,quot Opaque 12I31/2020 No Yes No WA 6 f. Theme-Tm FlberLlsesic and SnxxXhSbr Nominal88aKi9;0 ud;Norflm &q pact8quo; Opaque 72/3112020 Composite Edge Fiberglass Single Dom No Yea No WA 9 I.7hemra-Tru Fltxr-Closet and Smooth -Star Nominal g8N39;8 &quokNon-Impadd,quok Glazed ,2rJ12020 hegless Composite Fiberglass No Vea No N/A sea # Product Modal. Nuenber Or Name QuallivAssurance C.QO Ajamoad for Use Approvedfor Usa � tg-(�r g Outside HVHZ tieaisiald �� _ IO �s Co Composite Edge Fiberglasswrlig Single Door (InswingrOuswin9: X configuration) Edge Single Door 9 (Irawdng/Ouswirg; X configuration) 14 n. Thermo-Tru Fber-Classic and Smooth -Star Nominal8&939;0 &quokNOMmpad" Gbzetl 12812020 No Yw No N/A WA O � > (Inswing/OWawing; X wnfiguretion) Composite Edge Fiberglass Single Door O (Inswifg(Outswing; X mrhfigumtion) 0 FL#2p461R3 FL#20461-R3 FL#20461R3 W 92k Entity or Peta 292 Data Penicillin 22g Ste! EntlN pr aD� Data Dab Pandino ate CffiF. Entity or Date go Data PaMlna � FLOWSIR3 L �_ #� y � 7,(pg Yjrsl4,n Cgltacl Enpina,BLdeenue Validated By Validated S9 FBCApproval Mnraretl Statue Tr 1Ls Valet an Manufacturer ar Engineers License Validated By Validated Submitted FBC Approval ApprovedStatus 7ygg Version �ggjy� Endwar&License Validated By oval Vl13=1 $glAtad ESCAgg[_ AMn[oll9d States C Entity � �a.� Revision 2017 Co Corporation Rick Wright Lyndon F. Schmidt P.E. g yen Ryan J. King, P.E. 12/132017 12/132017 12212017 Pending FBC Approve Revision 2017 Tbe u ter{wretlon Category: Exterior Doors Rick Wright Lyndon F. Schmidt. P.E. Ryan J. King, P.E. (419) 298-1740PE�3408 (813) 767R555 12/132017 72/73/2017 12212017 Funding FBC Approval Revision 2017 Thefine•Tm Corporation Category: E.Mador Doors Ride Might Lyndon F. Schmidt, P.E. Ran J. Kin P.E. 9 Y Y 9� 12/132017 12/1321117 12212017 Pectin FBC 9 Approval mllg dtarsl4g tta01ti9ta� Contact Enabea &License Validated By Ylttld� $ub01taW U& `V ^ Cats": Category: Exterior Doors (419) 298.1740 PE-43409 (813) 787-0555 licay: (419) 29&1740 PE-43409 (813) 787.8555 -a v J Subcategory: Swinging Exterior Door Assemblies riukvrQnvbkigconsultenls. Subcategory: Swinging Exterior Do" Assemblies IickwQ.bldgmnsutants. SudCabgery: Swinging Exterior Door Assemblies ricimCnabldgoonsutants. Review 2017 Thermo-Tm Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 12/13=17 12/132017 12212017 ding FBC Appr, Compliance Method: Evaluation Report from a cem Complawo Mat hod: Evaivafion Report from a cam Compliance Mati Evaluation Report from a con Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-8555 Florida Registered Architect or a Licensed Florida Florida Registered Archtsd or a Licensed Florida Florida Regdetemd Architect or a Licensed Florida Subcategory; Swinging Exterior Door Assembles rickwamwbkigconsufiants Professional Engineer Professional Engineer Professional Engineer ComplWrce Method- Evaluation Report from a corn Florida Registered Architect or a Licensed Florida FL#2a461R3 Product, FM0461R3 ProduW FL#20467R3 Products Professional Engineer -. - - Ali Product Model. Number pr Rance 0-11tv Assurance p Approved iorUse [,,,a 1, HVINZ Outside F4VHZ Resistant geslg p�au, 8pp # Product Modal. Number or Name Quality Assurance Product Description Contract Expiration Data Approved for Use Approved for Use have g Pwign In Out" tlVH2 ReahtaM pro See # Product Modal. Number Or Name Quality Assursnce Pmdod DwMoton ContractExpiration Dab Amreysd for Use Ammvadh lid. bagdd In fNtQ Out" HVHZ Qltlit P was ro fuswefR3 Products t a. Themna-Ten Fiber-Cbssb and Sm othStar Nonenal 6'8 "bloMmpad" Opaque 12/312021 No Yes No WA 6 f. Therm-Tm Fiber -Classic. and SmoothStar Nominal 8W9;0 8qud;NoFImpac*uok Opaque 12/312021 No Yes No N/A 9 i. Therma-Tru Fiber•Cbssic and Smooth -Star Nominal 6&k39;8 &quokNondmpad" Glazed 12/312021 No Yes No WA S LY Product Me". Number or Name Cuaft, Assurance Dwadotlon Contract Data ftliflitillig for We Ashmoved far Use Ins ice¢ QyMKN HVHZ Reticent Dissims Composite Edge Fiberglass Single Door Composite Edge Fiberglass Single Door Composite Edge Fiberglass Single Door reeaun (Inswirgoutswing; X configuration) (tnswing/Oubwing; X connfiguratbn) (Irmwkg/pubwkg; X configuration) 14 n. Therms-Tru Fiber -Classic and Smooth -Star Napinal 8&039;0 "hlon-Impact" Gbutl 121312021 No Yw No WA Composite Edge Fiberglass Single Door Ses6AShctata Search Criteria (InavyYg/Otrtawing; X configuration) Florida Department of Business & Professional Regulation Paw, of i Florida Department of Business & Professional Regulation page, aft Building Codes and Standards 1/52D18 Building Codes and Standards 115=18 Product Approval Application Detail Product Approval Application Detail Florida Department of Business & Professional Regulation Pawl are Florida Department of Business & Professional Regulation Pagtt art Building Codes and Standards 52p1s Building Codes and Standards 1/5/m18 FLi15225Ra FLrh5223-RI Product Approval Application Detail Product Approval Application Detail SO Entity DOW Data Date Pandlng Data Code Emily or Data Data Data pending DOW - LM :(gimp Manufacturer Conte bt Enasaer & Ll,- Validated By Validated SobmFBC AMawal Aegmxed swars Iyg Version M■nufacburor Contact Enabraar & LI- Validated By Validated Submitted FBC Approval Approved AM& Revic Revision g91 7 Thermo-Tru Co aeon Rooyen Rick Wright National Accreditation & RL#16S32R4 J. King, P.E. 12/202017 08212017 1222/2017 Approved Revision 2017 Therms-Tm Corporation Rkk WrightWrIBM National Accreditation & Ryan J. King, P.E. 122N2017 09212017 1222/2g17 Approved _ _ _ - Category: Exterior Doom (419) 298-1740 Management Institute (813) 767-6555 Category; Exterior Doors (419) 298-1740 Management Institute (813) 767-8555 Coda Entity or Deb Data paw eird g 291 Cotls Entity w Data cab panrin t QOM Subcategory: Swinging Exterior Door Assemblies rictmCwbldgconsulanta Subcategory: Swinging Exterior DoorAssembliss rldmCminklgcensutiants. mast Version Manldactu Context Emdralar& Ldeanae Validated By Validated Sub, FBCAn-I A,,m Status mm Verson Manufacturer Contact Enoineer&Ltraroe Validated By valgilm SWWUd ADormnlf am" Compliance Method: Certification Mark Or Listing con Compliance Method: Certification Mark or Listing con Revision 2017 MI Windows and Dooms Brant Sltinger Luis Roberto Lomas Steven M. Urib, PE 08/132017 08/112017 OW152017 10/10/2017 Approved Revision 2017 MI Windows and Donna Brant S'dinger Luis Roberto Lomas Steven M. Udch, PE 08/1321117 081112017 ON162017 1011012D17 Approved FL#1�IW Pmducb FL115225R4 Product Category: Exterior DOOrs (717) 3653300 PE-62514 (717) 317-8454 Cate": Exterior Doors (717) 3653300 PE-62514 (717) 317-8454 Subcategory: Sliding Exterior Door Assemblies belMngerOrdwd.com Subcategory: Sliding Exterior Door Assemblies bellitngerQMwd.com LU Quality Assurance Approved for Use Approved taw Use imgo3 Deekin Quality Assurance Approved for list Approved for use bggarl Pesim Compliance Motlrotl: Evaluation Report from a Compliance Method: Evaluation Report from a Sao 3 Product Model. Nupper or Nam Product Description Contract Expiration Data IplfVI3+ Outside HVHZ Resistant praa+ura $sae Product Model. Number or Name Product Description Contract Expiration Onto In HVHZ Outside HVHZ Resistant Prassora Florida Registered Architect or a Licensed Florida FloridaRegistered Architect or a Ucensetl Florida 1 a. "Clawio-craft8qud; and &quokBenchmark by 6/$ and 8/O Opaque and Glazed Fiberglass Door with 12131=1 No Yes No N/A 5 a. "SmoothSmr" act "Benchmark by 618 and 810 Opaque and Glazed Fiberglass Door with 121312021 No Yes No NIA Professional Engineer Professional Engineer Themne-TmBquot, and without Sklelites. Inswing and Oulswing Therma-Tru&qud; and wMout Sidelifes. Inswing and Outswing FLY16332R4 Products - FLN76332R4 Products Sea! _ Product Model. Number or Name Quality Assurance Product Descrivi Coaled Expiration Dab Approved for Use Approved for We Inumat In HYM Dotal HVHZ Resists t Dolly Fromm SloE Product Model. Number Or Name OuaIIW Ass-, Ap�(ayg!_rIbe Pl.lAltB D 13:elgant Pressure 3 SERIES 420 ALUMINUM SGD REINFORCED - SERIES 420 ALUMINUM SGD REINFORCED OXO 12P312018 145.314"x96" No Yes No WA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINIUM SGD REINFORCED OX, 121312018 XO, XX 96"x96" No Yes No WA Florida Department of Business & Professional Regulation Pala 1 or, Florida Department of Business & Professional Regulation Page I,1 Florida Department of Business & Professional Regulation Paw l a, Florida Department of Business & Professional Regulation Palle, 0f l Building Codes and Standards 1/52018 Building Codes and Standards 14r4018 Building Codes and Standards 115=18 Building Codes and Standards 1155tola Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL#15279R5 F1115279R5 Ffs1693 F1.01633IRa Code EMibr or Dab Data P,rra O C n Ori EM7N m Deb Data Date PerMDate lnp Code Enor Data Date Data � Pending TyD@ V9m19R M:DlabgtitlK Cgd�tt Ennkmara License Validated By bm Validated S1�011�Q FBC Approval ApprovedSkbE 7Ygt Variationcontact Enabr & Ll brcemeValidated By prig g contact Enalnser & Llesnw Validated By yagd�g SLdlmlltad 1 Aebc+ryed StaDM IYg. Version byp,vag,>g Cgntagt Enalnaar & Llceme Validated By Validated $ p@,�gggyd AggIDIL4d Slates¢ Revision 2017 Ciopay Building Products Company Mark Vbstertlad IntertekTesting Services NA, Gary Pfushbr l l29M17 Oaf1O2017 12/M2D17 Approved Rtntsuo i 2017 rag Company Clcpay Building Products n Mark WeslerBeid IntertekTnft Services NA, Gary Mushier 9 ry 11=417 08714rp117 17105/2017 AppfOYed Revision 0017 MI Windows and Doss BrentSlinger Luis Roberto Lomas Steven M. Udch, PE =1312017 OB/11/2017 08115=17 10/1012D17 Approved Revision 2017 MI Windows and Dona Brem Slinger Luis Roberta Lomas Steven M. Urich, PE Oa/132017 08/11/2017 06/152017 10/10/Z017 Approved Category: Exterior Door (513) 7708062 Ina. (513) 51"tim Category: Exterior Doom (513) 770MV Ire. (513) 519-0SBB Category: Exterior Donn (717) 3653300 PE-62514 p17) 3173454 Category: Exterior Doors (/17) 3653300 PE-02514 (717) 3173454 Subcategory: Sectional Exterior Oppr Assemblies rtetfieHQdopay.com Compliancy: Sectional Exterior Door Assemblies ffmsamffleldQdopaY.com SubCalepory: Sliding Exterior Door Assemblies beltinger(Mmiwd.cafn Subcategory: Sliding Exterior Door Assembles belingerenace wd.m Compliance Methad: Cenkstion Mark or Listing CompCompliance Matlwdhd: Certification Merit or Listing compliance Method: Evaluation Report from a Report from a EvaluMalt: Compliance Magid FL4H 5279R5 Product FL#15279-Ft5 Prodoete Arbiled or a Licensed Florida Architect Regiional Architect r a Florida ArbiteU or a Ucenaed Florida PFlorida Professional Engineer Profassbnal Engineer Professional Engineer Protesabnel Engineer Quality Assurance A royad for Use Ppgroved � the Deal Quality Assurance AperevM %for Use Approved for Use gybe FLa/5 4 Product FLa16392-R4 Produces Sae; Product Medel. Number or Name Contract Exolntion Data In HVHZ outside HVHZ Restate p AD" Product Model, Number, Nams Contract E&dtagDJata fig; l P-, 37 037 W5-09 PAN3F151. 84A, 94. 73, 78. 1500, 190, 76, Steel Pan (min. 25 ga.) Singb-Car (up to WW wile) 05121=6 No Yea No +30 PSFI32 53 063 N5-16 PAN-2F153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Doubb-Car (9'P to 160' 05/21=8 No Yea No +30 PSF!-30 Dually Assistant, Approved for Use Approved for Use Imlagi D k n Quality Awumma Approved for Use Apprceed for Use Impost DI- 76V, 4RST, 4RSF, SRST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE® W5 Garage Door PSF 4RSF, 6RST, 6RSF. 48, 42, 55, 488, 42B, 55S, Goss. wide) WINDCODE® WS Garage Door - PSF Seat Product Model. Number or Name ProductDesgription Contract Explraton Dab Inyi Outside HYHZ Resistant prsesars S!¢S Product Model. Number or Name pmoducj Qycrjdibn CoMrad Expiration Data in KV Outside HVRz Resistant presesrs 42B, 55S, GO58, GD5SV, GR5S, GR5SV, ARSS, ARSSV, GD5SV, GR5S, GR5SV, ARSS, AR5SV, ED5S, ED5SV 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12/312018 No Yes No WA 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX. XO, XX 1213112018 No Yes No NIA EDSS, ED6SV 145.314"x$0&quo: NON -REINFORCED 96&quokx8O&qud; NON -REINFORCED C -. O Florida Department of Business & Professional Regulation Paw 1 Of 1 Florida Department of Business & Professional Regulation Page I are Florida Department of Business & Professional Regulation Page 1 ari Florida Department of Business & Professional Regulation Pawl orl Building Codes and Standards 115=18 Building Codes and Standards 115=1e Building Codes and Standards 115=18 Building Codes and Standards (yzola Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL#1�32#► FL#2514R29 FL#11837AT FI1174g9R2 Entity Or go 17111t Date P rsdloa gala ram EntlhLer Enakeser&Lsense Valldeleda, 20 Psta Date Pe" a glut Validated Sgb,NW FBCAomoyal ADlmyed Stabs Code IYg Verafon Manufacturer ErrtM or c9➢Ngt Enalwar&License Validated By Data Dam DEW Firlifirse Data Validated Submitted FBCAooroval Approved State GO& LM Version btamdad2Mrsr Eel C1z»dgt Enalnw&lllmes Validated By Date 20 Dab pansaa 20 Validated SgbtIWIW111sc Aglxw AID Mees Revision 1017 fisOlilasatutta MI Windows and Dogs contact Enokuar&License ValidabciBy from SftkWr Luis Roberto Lomas Steven M. Urich, PE VmIWtd Submitted FBC, ADorQm1 ADard 08/132017 08/112017 W152017 10/10M17 Stabta Approved Mai! Version Revision 2017 !lLDsfinctu PGT Industries contact Dean Ruark Miand-Dade SCCO - CER Miami -Dade BCCO - VAL 12202017 112wml l 12252017 Approved Revision 2017 CURRIES Division of AADG, Inc Dedic Daw UL LLC Ted Benton, PE 11I302017 10262017 12W2017 Approved Revision 2017 MI Windows and Dom Bract Sasq, Amercan Archibduml Steven M. Udch, PE 12292017 12/132017 Validated Camgpry: Exterior Doom (717) 365-3300 PE•62514 (717) 317-8454 Category: Erderi r Doors (941) 486-0100 (786) 31&2590 Category: Exterior Doom (641) 494-2844 (305) 868-4707 Category: Windows (717) 36533M Manusdumrs Aaeodat on (717) 317-8454 SubCategay: Sliding Exterior Door Assemblies balangefOrdwd.aan Subcategory: Sliding Exterior Door Assemblies dmarkilitpgtinduemiea.com Subcategory: Exterior Door Components dave.dedicQasswAloy.m Subcategory: Single Hung beMmgarQmlwd.con Compliance Method: Evaluation Report from a Compliance Method: Certification Mark or Listing Complinee Mathod: Certification Mark or Listing m Compliance Method: Certification Mark or Listing Florida Registered Ambled or a Licensed Flotlda FLi'1153TR7 Produeb FL11749BR] Products Prosesbnat Engineer FL#25+R29 Products Quality Awuranca Approved for Use Aoorored for Use Im t Design Quality Awuranu Apmwed fm use Approved far Use Inmact p,�Qi Quality Awunng, Augnamd for Usa Approval far Wa i@pset Daa�i SaDd Product Model. Number or Nance $otprr-Q4lodtal4II Contrad Expiration Dab Ip,i r� C-(�j $ylgtapt p�oLo awl Produd Model. Nrenberor Name COpiraat Expintlon Deno Jp-t�aiQ, outaidg,�, Resistant prseayrs Sao; Promrd Yotlpl.Nunbarg Nana � In-� Resit P-, Quality Asaumnga Approved for Uaa Approved for the, bgaeEl Demme 10 SGD-5570 (Large Miasib YnpecU Vinyl Sliding Glass Door 04/142021 Yes Yes Yea NIA 1 607, 707, 727. 747, and 847 Single and Palm of Doom Flush, Glazed, and Louvered single and palm of 12131=5 Yes Yes Yea WA 2 18 5 SH SZM Fln/Fb&2nge Frame IG/SG Single Hong 10/0ifl No Yes No +60M-80 Ses.o Proppd Medal. Nnnber or Nerve Product Contract Expiration .Data InOutside1Da1Z Resistant PSlesurs hollowmetal doom. 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312016 No Yes No N/A Search Criteria 143&quOtx9W.Ot; } Florida Department of Business &Professional Regulator Paw,,, Florida Department of Business &Professional Regulation page 1 ofO 1 CD W Building Codes and Standards 1tsmill Building Codes and Standards lr =is W Florida Department of Business &Professional Regulation Paw 1 of Florida Department of Business &Professional Regulation papa 1„ Building Codes and Standards 115=18 Building Codes and Standards 1/5rm1e Product Approval Application Detail Product Approval Application Data[[ Product Approval Application Detail Product Approval Application Detail CD�+ r n F1.0153494;I9 Csda Entityar !d!ta Data Dab FWWIng DataQgQg FL#243R2o En or Dab- [law Delp Pahhdng 291 FL#15279R5 FL#15279R5 mm Version Manufacturer Contact Enalneer & License Validated By Validated SubMlf!@t FEC.A,-I AObfPWBd awn rag Vemlop Manufactu contact EDgtaeerS-Llsanes Validated By Validated SubMttat FBC Approve Aggrvd Stan /� \\v Cgdq Entity or Qeta pA4@ Data Pending Qag CQdg Entity or J� Palo Dab pa,lhg Qata R-ISIDn 2017 MI Windows and Doors Category:Windows Brant SiNnger American Architectural Steven M. Udb, PE (717)3853300 Manufacturers Association 12/31/2017 12/312017 01104I2018 Approved Revision 2017 PGT Industries Cabnory:Windows Dean Ruark Miami•Dede BCCO-CER MiemiDade BCCO-VAL (941)486.0100 (786)315-2590 12r20/2017 12r0aQ017 1=512017 Approved TV" Version Mnufaelur, Contact Enalna,&Llearsa Validated By Validated Sub. tbd FBC Approval Approved Sohn Type Vorslon Conte Enahmar&License Validated By Validated Submitted FBC Approval Approved Sfatua I717)3173464 / Revision 2017 Cbpey Building Products Company Mark WesbMeW Inteftek Testing Services NA, Gary Phdehler 11282017 OB/11V2017 12/05/2017 Approved Revision 2017 Cbpay Buckling Products Company Mark WesbrtbW Intenbk Testing Services NA, Gary Pfuehler 1129r2017 OBl102017 12/05/2017 Approved SomOliance Method: Compliance Methed: Certification Mark or Listing beititngerQmiwd.mm CmplW pry: abed Cnbmplsnw Metlwtl: Certification Mark OF LIetlW dmerkQpgtiedualrba.cem O Category: Exterior Doom (513) T70-6062 Inc. (513) 519-6566 Category: Exedor Doom (513) 770.6062 Imo. (513) 519-6W L SubCategory: Sectional Exterior Door Assemblies mrvvester0ddCdopsy.com Subcategory: Sectional Exterior Door Assemblies mwestemaHQdolsy.com FL#15349R9 Products FL#2434RW Produud, Complsnce Method: Certification Mark or Listing Compliance Method: Certlkation Mark or Listing QWIIN Assurance Aneroved for Uw Approved for the bngesd Dwlon Quality Awuranga Approved far Uas Approved for We Ln t gagJg_i FM5279-M Products FL#152794R5 Products Sga)E Product Modal Nranber a Name Product Deseriodon Contract Expiration Data In Hv Z Oudslillas HVHZ Ru1ataW pre Seo # Product Model. Number Or Name Product Desscriatioso CoMract Expiration Daft in HVHZ Outside HVIiZ Resistant preamare Quality Awuranu Approved for Use Approved for Use ImowY Design Quality Assurance Approved for Uw Approved for Use Impact Design 1 185 PW 73 x 721nsulated Glass 04/032018 No Yes No +Bp/-$0 9 PW-5520 (Large Missile bread) Vinyl Fixed Window 04/30I2020 Yes Yea Yes WA Sq!# Product Model -Number Or Name p ContractData 1,Outside91tside HVHZ Resistant pressures $0g,1< ProductModol. Numb, or Name Contract Expiration Date 10-t9R.B Outside, HVHZ Resistant p[IKMt! 85 lies 11,111-09 PAN-2FI 53:73,75,84A, 94, 42, 48, 42S, 4613, Steel Pan (min. 25 ga.) Single -Car (up to 9'0' wide) 0521r"8 No Yes No +38 PSFI.42 102 102 WS-16 PAN-2FI53: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Doubls�Car (WZ'to 167 05212028 No Yes No +37 PSF/-41 4RST, 6RST, Goss, GR5S, ARSS, EDSS WINDCODE&0174; WS Garage Door PSF 4RS7r, 6RST, Goss. GRSS, ARSS, EDSS wide) WINDCODEB#174; W6 Garage Door PSF }t O ^^L 1..1� Florida Department of Business & Professional Regulation Paw 1 or i Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Pap 1 of i Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 115=18 Building Codes and Standards 115rz018 PL#764oRa Cocle Enft W P3$ Data Dots Pantllnp W� Product Approval Application Detail Product Approval Application Detail Im version ANnufactgrsr C Enatner& License Validated By Validated Stbmftd FBC Approval ADgfmred Slefes. Revision 2017 Therm-Tru Corpom6on Category: Exterior Dom Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. (419) 2W1740PE-43409 (873) 7675565 10/18PI017 10/182017 101=017 12/122017 Approved W 1 FLAIDW1RA fl b 0slis"I Swinging tnNw rler Door olri Qrwbmh idonsdts. �! endN 4r �ta Qtaa Bob pectins g!ta Ali! grow N fiRta QdR OOMMIMNa 11110"I Walutda$ RaptRhOm a Flores Afphbade Florida Nrll i Q mm Version bts Coed EDDION(diMk Validated In, Vwwod Submad EIQARRmxd AYora1W Abu& mm Vanloo 11tsDldestYgM !1 EDobuM�lWaaa ItaItaaOW tLf bildded 61lbmmw FBCADMW ARK=d ima aLcenaed lm gidlia D Dons Seemm Slinger American Arbibecmral Steven M. Ukh, PE Seem 01/0315 01103=18 /20 Validated ioRegistered PKProfessionallanglnNt Z Revision 2017 PGT Industries C-a9pry: Windows Dean Ruark Miami -Dade BCCO -CER MsmFDada BCCO - VAL (041) 486-0100 (786) 315-2590 1217 12(082017 1226/4017 20/20 Approved Revision 2017 MI WMdmvs Category: Windows (717) 3653300 Manufacturers Association (717) 317-8454 FLIFIMM Products SabOalogory: Single Hung druarkQpgtiedusbiss.cem Subcategory: Horizontal Sider bsMngerQmIwd.com SlURMKANIWAM ApprOvadhrUw ADrt UseImDest geslgo Z compl. Method: Certification MarkComplianceor ListingComplianceed bnsListing s Matlh: Certification Mark or Listing Sep # Product Montme i. Number or Na product Description Conlnct Expinnlbn Data In RVXZ Dfdaifte HVHZ Prowuun Q FL#1535145 Product 1 a. "FbsrClmsWQuok, &quokSmooth5tar&qud;, 6&039;8 &quoklmpsd&quok Glazed Fiberglass 121312021 No Yes Yw WA FL#2394tn Products use 1, liquotCl ra6" or &qud;ClassicCnR Single Door • (X) Inswing or Oufewmg Configuration ,JProduct Quality Assurance Approved ter the, Approved for ties bgw d Daslan QuaIIN Assurance Contrast expinlbn Data Approved -for Use Approved for 1, HVHZ Oubme HVHZ Resistant Delon P-, RstllLL Saba Product Modal. Number or Name oddlOB Contract Exaoutsideon Dab In ItV outside Hvbbz Resistant, P-, 229.E Product Modal. Number or Na Nam 7 SH-5500 (Large Misalb Impac9 Vinyl Singe Hung Wndow 07/30=0 Yes Yes Yes NIA 1 HS 108 Fin end Flange Frame 73.621nauiated Glass 02/16/2019 No Yes No +511155 SHEET NO. PA 1.1 N O to CU N }e O s>_ � N O O C to -0 a—.� U O =3 ♦ V CU � V O O 1 a M �a 1�� ♦��a�s O � O V) •10 � V ^ ` '^ �D y! _ ''/^1 �R ^ v! O C V c t"l� fr^f V N (n CC /O 0 L Florida Department of Business & Professional Regulation Page f orl Building Codes and Standards 1/arm+e Product Approval Application Detail Florida Department of Business & Professional Regulation Pape I of I Building Codes and Standards 115=18 Product Approval Application Detail Florida Department of Business & Professional Regulation Psge 1 or f Building Codes and Standards 13201a Product Approval Application Detail Florida Department of Business & Professional Regulation Page I a Building Codes and Standards 115=18� Product Approval Application Datall FL#f5363R3 Colas EMNv or DOW. � Date P,,d[M Q10 M122 Version Miasulactu � EDplaeud�J k— Validated By Val�ted Submitted FSC Approval Aga— Smme Revision 2017 MI Windows and Doors &end SPohrger Luis R Lomas, PE Steven M. Urlcty PE 10,23/2017 10/1612017 1 W262017 12/1212017 Approved Category: Windows (717) 3653300 PE-62514 VM 317-8454 Subcategory: Mullions befifingeomiwd.cwn Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Pretensions] Ergineer FUIS363R3 Product. FLMIR11 Code Entity W Date Date Date penciling � Ixga Version laDWactaar Cents Enginepr & License Validated By Validated Ml� FBC Aporgval AI&rsild status RftWm 2017 PGT Industries Dean Rued Miami -Dade BCCO - CER Mmml-Dade BCCO - VAL 12M5 M17 11/152017 12/0B/2017 Approved Category: Windows (941) 488-0100 (786) 315-2590 Subcategory: Mullions dmadofpgdndustrieamm Com tinge Mal Certification Mark or Listing p FLi261R11 Pr 29951 Quality Avoidance Approved for pia Approved for Uso I.. .t Drown FL#13192RS Code En r Dab � Date Pestling Beta Ives Version Manufacturer Qenagi Eminaer & License Vaildalad By Validated Sgbmlttpd fE4�mlml Approved Mail Revision 2017 James Hardin Building Products, Inc. Pugsheng Zhu Ronald I.Ogawa John Southard, P.E. 08252017 OB/OB/2017 082812017 10MG12017 Approved Category: Panel We9a (909) 349-2927 PE-24121 (352) 367-2528 Subcategory: Siding plrgsheng.zhu@jameshar Compliance Metiuod: Evsketion Report from a dle.com Florida Registered Archived or a Licensed Florida Professional Engineer F11H3192R5 Products Fl#131B2RS Cc& or � Date Dab PaMM Dote Ives Var=Ion Enaarear a Lkarse Volumed By V g 8gg8ygS Revision 2017 James Hardie Building Products, Inc. Pirgsneng Zhu Ronald I. Ogawa John Southard, P.E. OWWA17 OSIDVM17 08282017 10/10/2017 Approved Category: Panel Weis (909) $49-2927 PE-24121 (352) 367-2526 SubCatapory: Skiing pingeherde.zhuComeehar Compiles Method: Eveluatlon Report db.com Florida Registered Architect or a Licensed Florida Professional Engineer FL#13192R5 Products Saaf Product Modal. Number o Name p, CorNact Expadon Date In HVHZ Outside HVHZ Resistant Pressure 8991 Product Model. Number or Nam Quart, Asourance product Descriotion Combed Exolrafbn Date Approved for Ll" ARmovad for useI.. In HVHZ Outside HVHZ RwYLm g■ian Prossure I Mullions for All Doors and Windows Aluminum Mullions 0526(2021 Yes Yes Yes N/A Sep#IF Product Model. Number or Name Quality Assurance Product DwedoBon Contract Expiration One Aporovad for Use Approved for Use Inhoad In HVHZ Outside HVHZ Reelahrd Vista, Pioneer Balls Product Media. Number or Nam Quality Assurance Product Da ripUm Contract Emiratlar Dab Agorovod for if" Approved for Uaa ip�H outside, HVHZ Impact laterr Boston Prw� 2 5764 Vertical Aluminum Mullion 12/312018 No Yes Yes N/A 1 Cempbnk tap Siding fiber -cement lap aiding i2/312020 Yes Yea WA N/A 2 Hardieflank Lop Siding fiber -cement lap siding 1231=0 Yea Yes WA WA Search Cdteris Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation Page 1 Of 1 Florida Department of Business & Professional Regulation pege t or+ Florida Department of Business & Professional Regulation Page i or l Building Codes and Standards 1/52018 Building Codes and Standards 1/5/m18 Building Codes and Standards 115=18 Building Codes and Standards v5rmla Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FWS363R3 FL#I6IR11 FLA1319241,8 FL#131924fi Code Entity or Date pate Data Pending DDOW Code EMXv or Dete Data Does Pendino Dole, Code Entity or Date Delis Data Pending 06% Code Entler or Dow Dab. Data Pe rwhon DOW Ij@g Vecaten Manuhotlurer CoC Mac] Validated By yJBtl1ted $p11mitt99 FBC Aeproval App.C1»lpsl $bslg Iypg Version lf9gy(/gBg Eminear & Lieoma Valuated By Validated $y9IDISM9 FBC Approval Approyg,Q ,fig, Iypp Ver_aion Msnufaeturer Contact Enolnamr & License Validated By Validated Submitted FBC Aoaoval AQg@y,43f $!!¢9. Iypg Version lifianufficou Contact Enpbramra Licorne Validated By Submitted M Approval ApgpX@S sS9ggt Revision 2017 MI Windows and Doors Bent Slinger Luis R Lomas, PE Steven M. Urkh, PE 10123=17 101162017 larMa17 12f122017 Approved Revision 2017 PGT Industries Dean Ruark Miami -Dade SCCO- CER MiamwDads BCCO - VAL 12/052017 111152017 12J092017 Approved Revision 2017 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I.Ogawa John Southard, P.E. 08252017 08/09/2017 062ar2017 1 W102017 Approved Revision 2017 James Hardie Building Produce, Inc. Pingsheng Zhu Ronald L Ogawa John Southard, P.E. 08252017 OBIOV 017 UB/2812017 1 W1 W2017 Approved Category: Windows (717) 365-3300 PE-US14 (717) 317-8454 Category: Wndows (941) 488-0100 (786) 315-2590 Category: Panel Wais (909) 349-2927 PE-24127 (352) 367-2526 Category; Panel Walls (909) 349-2927 PE•24121 (352) 367-2528 eubCatagory! Minions bsltIrgertillmiwd.com Subcategory: Mullions druark@pgtindustries.com Subcategory: Sldmg plrgsheng.zhuillIjernerhar SubCabpory: String pingalle gshufjameshar Compliance Method: Evaluation Report from a Compliance, Method: Certification Mark or Elating Compliance MWbDd: Evaluation Report from a dk.com Compliance Method. Evaluation Report from a dle.corn Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida - Florida Registered Architect or a Licensed Florida Professional Engineer FL#261R11 Pied rx:ts Professional Engineer Professional Engineer F sex. 0Pi a___ Quality Assurance Approved for We Approved for thw Imoect Design FLaH3192R5Products BILIlu __ Sag! Product Model.Nuraw ar Name Product Description 1, HVH oubue HVF2 ! PlesEVro Sena Product Model. Number or Name Quality Assurance Product Description Contract Expiration Approved for Use Anirinred for lee Daft In HVHZ Outsua HVHZ Impact ant Vista, Pressure 1 Mullions for All Doors end windows Aluminum Mullions 0526I2021 Yes Yea Yes N/A Sep# Product Model. Number or Name Qmlty Assurance Product Doocrintion Contract Expiration Dote Approved far Ufa Apurovedfor Use Impact In HVHZ OubltleHVHZ Reeled,, Design Pressure Sea# ProduetModal. Number or Name Quality Assu mic Product Description Cpntrapt Exolmtion Dab Approved for dba Approved for Liao 1, HVHZ Outside HVHZ Imooe[ Resistant Desla, PP—m 2 8764 Vertical Aluminum Mullion 12/3WO18 No Yea Yes N/A 1 CempleNr Lap Siding fibercenent lap ailing 12312020 Yes Yes WA WA 2 HardiePlank Lap Siding fiber -cement lap suing 12131=0 Yea Yes WA WA Search Cribod, Florida Department of Business & Professional Regulation pace I or+ Florida Department of Business & Professional Regulation Page I ref Florida Department of Business & Professional Regulation Page 1 oil Florida Department of Business & Professional Regulation Paps 1 d1 Building Codes and Standards 11=18 Building Codes and Standards 115MIa Building Codes and Standards 1/5/m18 Building Codes and Standards 52018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL11327242 cod's EUHy or Does Dab One Peradlnp Date FL#11527242 Code EntlN or Dide 21E Date Pending Vg! Fl010124420 code Entity o Dab Vat. Dab Po"m Doe FL#123214it8 Code EMIW or 292 —00 Dee Pendell Dale LM Version Manufacigror Conte Emilmser & License, Valuated By Vetldried Submitted 1 Aggrgnd St bee IYga veral9D Valuated By Yallmtad Submlhd FBQ Aeorcryal A,,t v d $mti& Iypa Version Minufactursir Coined Enalnaar & License Validated By Uldi■d Submitted FBC AQgLoyaI Approwed $tStiM IYgp Yp619a MIaIA/ffiIaL contact Enolrwr & License Validated By Validated Subs fBQ Ageraval Ao,r n d Abdo Revision 2017 Alside Nick Thompson Lyndon F. Sch skit P.E. By. J. log, P.E. 10/042017 101=017 1WI12017 12/122017 Approved Revision 2017 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 101OU2017 10/032017 10/112017 12/122017 Approved Revision 2017 GAF Michael Sfleh Robed Nieminen John W. Knezevkh, PE D927/2017 O9/202017 09282017 12/12/2077 Approved Revision 2017 TAMKO Building Produce, Inc. Kerr! Eden Zachary R. Priest Locke Bowden 10/IW2017 101052017 10202017 12/1W2017 Approved Category: Panel Walls Subcategory: Soffits (330) 922-2389 PE43409 (813) 767-0555 nthampsoncabue.com Cetepory: Panel Wells subcategory: Soffits (330) 922-2389 PE43409 (813) 767-6555 n0hompsonillalelde.com Category: Roofing Subcategory; Aaphaft Shingles ($W) 7663411 PE-59166 (954) T72-SM metwager.com Category: Roofing SubCabpory. UndedaymeMs (417) 624-6644 PE-74021 (334) 300-1SW keml edenlirtemko.com ■ Compliance Method: Evaluation Report from a Cunpitsnca Method: Evaluation Report from a compliance Matlwd: Evoke don Report from a Complance Method: Evskuation Reporthorn a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida CIO Professional Engineer Professional Engineer Professional Engineer Professional Engineer fL#115272R2 Sea# Produce Product Model. Number or Nerve QgalMAssurance Prodict Description contract Expiration ADDrovedfol/ss Agnmovelfor � Dee in INN2 Outside HV 1meaF! Bashful Design Pressure FliH6272R2 saes Product Product Model. Number or Marne Quality Assurance Product DosertWon CoolmdExplration Dab Apermedfor Use Androved for User I� in HVHZ Ouside HVH2 Rooklas Deakin Pleasure � §"—# Product Model. Number or Name OualKvAssurance Product Description Contract Exdmtion Oats Apprmad far use Aopreved for liss Ip� In Outside Ii" Pressure FL#123fBR9 Products AMA Product Model. Number or Name Qry Assurance contact Expiaation Wb MorovedforUse Am—,,lfor Use jpNVR Outside lmga9t assistant llsda, Pressure 1 a. &quo52T&gwt Soft Vent or Solid NAW Sofro 1231/2020 No Yes No WA 2 b. "Allience T4&quok Soft Vert or Solid Vinyl Soffit 12/312020 No Yes No N/A i GAF Asphalt Roof Shingles Fiberglass miMorced 34zb, Iarnmated, 54ab and 10=018 No Yes WA NIA 6 No. 15 UL AWmft estimated organic left 01/072019 Yes Yea WA WA hiphidge asphalt shingles Search Cdt.& Florida Department of Business & Professional Regulation Pape I of I Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation page I Oil Florida Department of Business & Professional Regulation page I Of I Building Codes and Standards 52oIe Building Codes and Standards 115=18 Building Codes and Standards lrsrmis Building Codes and Standards 1/erm18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL#18918R2 FWa91642 FL#18978R2 FLa�891842 Code Entity o DDOW Does Dam PoWlnp Dew Cod. Share or Dab Dade Data Pending D� Code Error �e DPW Dam Parldlm Dow Code EMMv ar DOW QOW Dab Po slim she Ives Version Revision 2017 Mlmfactu L.V. Thompaon,Ing. ribs Thompson Architectural oemacd EmlreuirJLicense Validated By Tart' Christman Zachary R. Priest Locke Bowden Vallmad SIB L 1 1W102017 101702017 10/172017 ADDroved 12/1212017 $mpg Approved MM Va.[- Revision 2017 marnifectij L.V.Thompson, Inc. dba Thompson Architectural Cornea Engineer&License Validated By Tony Christrnen Zachary R. Priest Locke Bowden Validated submitted MAag 1 A,,—d 101102017 10/702017 101172017 121122017 Mama Approved mm Ylialon Reviebn 2017 Manufacturer L.V.Thompson, Inc. ribs Thompson Architectural contact F-Inaor&IJcanso VdIdatsdBr Tony Chrietenn Zachary R. Priest Lake Bowden Validated Submitted FBQ Angroval Aggmsed 101102017 101102017 1W172017 12I722017 Mail Approved Tres Ve&kga Revielon 2017 Mimurfactrer L.V.Thompson, Inc.tlbe Thompson ArchBadrrsl i'rffiat Engineer&Lkonse VsildmtedBr Tony Christmas Zachary R. Priest Ladle Bowden Validated Submitted FBC Approval iW102017 1W10y2017 101772017 Ap1MVW 1211212017 AMR Approved ■ a� Metals Company (TAMCO) (813) 2483456 PE-74021 (334) 300-1800 Metals Company (TAMCO) (813) 2483466 PE-74021 (334) 300-1800 Metal Company (TAMCO) (813) 2463456 PE-74021 (334) 300-1800 Metal Company (7AMCO) (813) 24844W PE-74021 (334) 300-1800 Category: Roofing SubColtell Roofing Accessorise Met are an tonyilligomntalrooMg.com Category: Roofing Subcategory: Roofing Accessories that am an tenyagometalmofing.com Category: Roofing Subcategory: Roofing Accessories that are an tonyagonertakooMg.com Cossoory: Roofing SubCabpory: Roofing Acoeesodes that are an tony®gomatalrooeng.com Integral Part of the Roofing System Imegrel Pert of the Roofing System Integral Part of the Roofing System Integral Pad of the Roofing System Gomplenco Method! Evaluation Report from a Compliance Method: Evaluation Report from a compliances Method: Evalaton Report from a Compliance Mail Evaluation Report from a Florida Registered Architect or a Licensed Florida Profasslonal Engineer Florida Registered Architect or a Licensed Forks Professional Engineer Florida Registered Archbold or a Licensed Florida Professional Engineer Florida Registered Architect or a Licensed Florida Profeellonal Engineer FUISi MProducts Quality Assurance Approved for llss A—,d for Use IIDgifd Deakin FL#16919-R1 Products Quality Assurndce Approved for ilea Apomed for Use I —act Daskm Ft1HB91B.R2 Prgdueh QusHb Assurance Approved for Uss Apomed for pia Imuact Deakin FIJ76919R2 Produeb OuaBb Assurance Approved far Use Approved fo Use IM2E it Vailm Sea # Product Model. Nunber or No me Product Des dofim Contract Expiration Dale in HVX2 Outside HYFR Resistant Pressure Seo # Product Model. Number or Name Product Description Contract Expiration Dab in HV142 Outride HVN2 Resists Premium SagE Product Model, Number or Nano Prodsel Daeedolion Conbaet Expimtion Dote InHVHZOubue HVNZ Jjofilsbm Protean, Product Model, Number or Nana Contact Expiration Date In XVNZ Out" NVFIZ $yta ii Prawn 1 TAMCO Flat Top Og4ldge Vent with Base for Idle 26 ga. static roof ventitetpr with bale 09IM026 Yes Yee WA N/A 2 TAMCO Gooseneck Vent 26 go. O9AW026 No Yes WA +0/$2.5 3 TAMOO Off -Ridge Roof Vent with Battle 26 ga. sto6c roof ventilator with Integrated base 09109P1026 Yes Yes WA WA 4 TAMOO Round Top OBRIdge Vem with Beals for TO. 26 ga. static roof veneatorwih base 090s2026 Yes Yes WA WA O CD Florida Department of Business &Professional Regulation Building Codes and Standards Papa I pit 115=18 Florida Department of Business &Professional Regulation Building Codes and Standards lisped Of 1+s/2o18 Florida Department of Business &Professional Regulation Building Codes and Standards Page 1 or 1/52015 Florida Department Of Business &Professional Regulation Building Codes and Standards Page i Of vs2ma � _ ,,,,, r ) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail �+ ICU FL#2158041 FL#1720243 FL#7B49R11 FL#/a49R11 Code EndN or Dow Dab Dab Pending Deng Cc& EMIh o Daft Dee Dote Pending DOW Cod Entity Qr ,ODOW Dom Dab Pending Deft Code EntlN or Djk Dplg Deb POHam Do" 1012 Verel" Revision 2017 lanuactu Florida Metal Products Inc. Cents Engineer &Licirnme Validated By anes Clark JJam James L Bucker, PJ?.Q Michael John Blamer, Validated Submitted FSCApooval 02 10/25/2017 10/05/2017 17/11117 Aggroxed 12M22017 alit& Approved mala Version Revision 2017 Manukcbrer Lornance, Inc Scesmct Enalmopr&License Validated By Andrew, ner Carter James L Buck, P.E. Steven M. Uridr, PE Valdated SubmlBBd FBCApproval Aggrose9 12/10f2017 Marne Re -Apply .iYes Version Rsion ev2017 Manufaedurpr Boral Roofing / MonkrL'Th...1e Cont. Emineer&Lkorne Validated By ThomJammeC IAPMO Uniform Evaluation Gary W. Waiter VIidabd Submitted FBC Aw—i A,,,,Vd 10/1&W17 10/O6f1017 10/212077 Smog. Approved dial Ylmlos Revision 2017 Mianuficlu ScrollRoollng I M.WaLibMe Contact Enpkner&License Valuated By Thomas Jammed IAPM0 Undomh Evolution GaryW. Waiter Validated .Submitted FBCAaasyd 1 W78l 10/082017 Aopro"d 10212017 $mill Approved O Category: Roofing Subcategory: Roofing Accessories that are an Integral Pad of the Roofing System (904) 783.64M CBUCK Engineerlg P.E. dadcOamm.com PE-31242 (561) 414-7557 Category: Roofing Subcategory: Roofing Accessories that am an Integral Pad of the Roofing System (501) 982.6511 PE-31242 (717) 317-8454 acartenCloma—com Category: Roofing subcategory: Roofing Tiles Compliace Mottled: Evaluation Report from a (602) 269-22e8 Services LLC. (206) 854-0160 thomaojemmea®bored.. in Category: Roofing Subcategory: Roofing Tiles Compliance Mottled: Evaluation Report from a (602) 259.2288 Services LLC (2D5) 854-0160 thom ajemmett@borei.co in Compliance Msfhoi: Evaluation Report from a Florida Registered Architect or a Licensed Florida Compliance Malhod: Evaluation Report from a Florida Registered Architect or a Licensed Florida Product Evaluation Entity Product Evaluation Entity FL4121580R7 Proksslonal Engineer Pmdacts FLy17202R3 Professional Engineer Products FI.07641i Products QyaltLAesyraa,q Approved for Use Approved Pardee IIAgl9t Desla, FU T"ll-RM Product QIgtlOLAaegaa>& Approved -for Use Approved for tea Jmpppj D W- S7&S Product Model. Number or Nana contnut Enimum Data In HVHZ Outside HVHZ gssiftsnt Pressure11291 Product Model, Number Name Contract Expiration Deb IB-Ili2Q Outside HVHZ PressureQusllty Sqg_# 3 Product Model. Number or Name 3 - FLAMCO "RV 10 Ridge Vent&quok Assurance Product Deseriotlon Contract Ezdrstion Aluminum Ridge Vents for pitched rciofa fabrt®ftd 12372020 Approved User Amroved for Use Date in XVNZ Outside HVNZ No Yes Rapt Resistant No JlesmD Pressure WA Sapf 1 ProduetModal. Nunberor Nenw Deck-Ax- DA-4 Oullty Assurance Product Descried- Contract Expiration Date Loa Profile, Polypropylene Plastic, Roof Vent OW102019 Approved for Ilea Approved for Use esis st in XVN2 Outside HVN2 Resists No Yes No IiesmB Pressure +97,5/-97.5 27 Vilia 900 Medium Profile - Denver 10AM72018 No Yes WA N/A 28 Villa 900 Medium Profile - Lake Wells, FL 10fOU2018 No Yes WA WA Sssreh Criteria Sssroh CdWb from 0.025-Aluminum Mechanically Attached to Plywood Deck. O U Florida Department of Business & Professional Regulation Papa 1 d1 Florida Department of Business & Professional Regulation Pape I oft Florida Department of Business & Professional Regulation Page I or I Florida Department of Business & Professional Regulation page 1 oil �U) `O Building Codes and Standards srzpla Building Codes and Standards 1/5wis Building Codes and Standards 115=16 Building Codes and Standards 1152m8 M Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail w Ft#7849R11 code Ima Varslon Whinufactu Entlly or S."mgt Epplimer&,icanse ValldabdBy Dote Date Date Peram Whisked Submitted FBCApproval Do Approved Militia, FLN784MIl Cod. TYPO Version Manufigpgg Entit r or Cents fd EnoMoar&License ValidatWBy Dift Date Dam Psnmng Dew Veld W SubmlS■ FSCApproval A,,—d antra FW849R1I Coda DfP! Version MaDlflactu Entryr contact Emilnapr&Lkanse Validated By Data Dam Dab Pending Vain Validates Submitted FSCAg➢fgyal ARRMW Mail FLI/t49R11 Cols .mm Version Mam■otlM FEn t or Conflict EDgineer&l,llstla Validated By Dow Vain Dab Pompon Whistled Submitted FBCApproval stab ASB4Ysd Mats Revision 2017 Sorel Roofing / MomerL9epie Category: Roofing SubCebpory: Rooms Ilea Compliance Molbed: Evaluation Report from a Product Evaluation Entity Thomas, Jemned IAPMO Uniform Evaluation Gary W. Wake, (602) 269-2288 Services LLC. (205) $54-0160 thommiemmea@borel.co in 10/182017 10A 2017 121/2017 Approved Revision 2017 Boral Roofing / MoniedJfetlle Category: Roofing subcategory: Rooms Ties Compliance Method: Evakuation Report from a Product Evaluation Entity Thomas Jemneg IAPMO Uniform Evaluation Gary W. Waiter (602) 269-2288 Services LLC. (205) 854-0100 th.—..lemmett@borel.co in 10/182017 10M=017 10/212017 Approved Revision 2017 Boral Roofing / MoniedileMe Category: Roofing Subcategory: Roofing Tiles compliance Matiled: Evaluation Report from a Product Evaluation Entity Thomas Jemmett IAPMO Uniform Evaluation Gary W. Waiter (602) 269-2268 Services LLC. (205) 854-0160 thomas.IemmeltililboraLoo in 101182017 10/062017 t02112017 Approved Revision 2017 Boral Roofing / MonknLKeMe Category: Roofing subcatfgwy: Roofing Tees Compiled- Mottled: Evakiallon Report from a Product Evaluation Entity Thomas Joa meti IAPMO Uniform Evaluation Gary W. Waller (002) 269-2288 Sevltes LLC. (205) 849"160 thomaslenms9iliboreLco in 10118=17 100BM17 1021/2017 Approved Z Z FL#r849417 Produces L1i/849R11 Products FL#7849R71 Preduela Fil!&t9-R71 Producle J 1e21 Product Model. Number or Nam QumlNv Assurance Product Dooreflodon Contract Exnindkon Data Approved for Uso Approved for Use ID HVtK Outside HVHZ bBga9t laamant Veala, P.nesrl& 220 Product Model. Number or Name Qyalbr Atag[sa4a Product 0escriction Contract Emiration Dab Approved for llss Approved for Liao hence d ID tiiQfi Oublds HVHZ $esyte VesaB Dmu& ant Product Model, Number or Name Quality Assurance, Product Description Contract Explattlon Data Agprmsd for Use Amrovad for use joined 1, HV Z Outside HVHz Itil1WDi DMI- PJosolurre 12111.1 Product Medal. Number or Me— Quality Assume— Product Doiscriptlen contract Emlistlon Approved fo Use Approved for the In Outside HVHZ Issued Resistant Deakin Phu& a 16 S..ny am Fiat Profile -Rialto, CA 10/662018 No Yes WA WA 17 Saxony 900 - Country Slab, Hartford Slate, Shake, Slate, Split Old English Thatch Flat Profile - Stockton, CA 10104/2018 No Yes WA N/A 18 Saxony 9GD - Country Slate, Shake & Slate Flat Profile - Henderson, NV 10104=18 No Yes WA WA 19 Saxony 900 - Country Slate, Shake, SNte & Split Shake Flat Profile - Lake Webs, FL 101042018 No Yes WA WA SHEET NO. Search Criteria I I Search CdWia 1 ��� ���PA . FL#7M9R11 code 1113211 Version MounufacalrsL Revision 2017 Borst Roofing / MonierLHeBk Category: Roofing Subcategory: Roofing Ties Complancs Method: Evaluation Report from a Product Evaluation Entity FL#7849R11 Products a Product Modal. Number or Name 20 Saxony 900-Shake & Slab Florida Department of Business & Professional Regulation Page, I or I Building Codes and Standards vswis Product Approval Application Detail FL#15076RS arm 040 Dab L1ab Pondlrw Dab Code fng11fi4j Eleihear 8 Cleanse Vdldetetl By yerlda� Subs FBC Aaoroval Appraised a9Mtia Do Version Nk uhk W- Thomas Jemmeft WPMO uniform Evaluation Gary W. Walker 10/1&2017 IOXO 017 10I212017 Approved Reviskm 2017 Global Protection Products, LLC. (602) 269-2288 Services LLC. (205) 854-0160 Category: Shutters thomationinnttCliboml.co Subcategory: Storm Panels m Conplsnca Ma ill Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLa16078•R5 Products Product Daecdodo, Flat Profile - Lathrop, CA Quality Assu mince Contract Exolndlon Data 10/04/2018 Approved for Use 1, No Apmpyod nor use outside Outside wag Yea hapmtt gas WA D I n P-, N/A 3•aR Product Model. Number or Nam 1 20 Gage Galvanized Steel Storm PaneI&WHZ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs 1 oil 1/5201a FL#15076RS Entity w Dab DOW Dow payroll Dabe Code ydldabd ar y Submitted FBC Anoroval 8 rp M Status, BM Version Manufactumar T. Robinson Wetter A. Tat Jr., P.E. John W. Knemvidi, PE 09AW017 OW1/2017 D91112017 12/122017 Approved Revision 2017 Global Protection Products, LLC. (954) 889-7545 PE44167 (954) 772-6224 Category: Shutters tin.robinsonilligppem.wm subcategory: Storm Panels ComplWnce Melhad: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL01007s-R0 Produces Quality Assurance Aooroved for Use Aoorovod for Use I.�rt Doegl Product Description Contract exolrstion Dow In HVHZ ousted. HVHZ R leant Pressra ANA Product Model. Number or Nmw Corrugated Galwnizad Steel Storm Panels retained 121312019 Yes Yet Yes WA 2 24 Gage Gallonlzed Steel Storm POWISMHVHZ or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Paga l or I Building Codes and Standards 115/2D18 Product Approval Application Detail Entity m Deb Does Dab Paredlno OVA FL#17869-R7 Coda Ss rd Engineer & Lissome Val det"d By lCalldaud §ygfamw FBC Appterrsl Anstroved AM& jYa9 version Manufacturer acalrsL Tim Robinson Welter A. TO Jr., P.E. John W. Kneaevidl, PE 09N52017 (V3l2017 091112017 12/122017 Approved Revision 2017 NI American Shutters and Glees (954) 689-7545 PE 44167 (954) 7726224 Category: ShuBem tin.robin-Clippent.con Subcategory: Storm Panels Compihnu Mdhodl Evaluation Report from a Florida Registered Architactar a Licensed Florida Professional Engineer FL#17869-R1 Products Quell Aeauance Approved for Use Approved for Use Impact Eases Product Dascrldton Contract Expiration Data In HVHZ Out" HVHZ Resistant P-re > Product Motel. Number a Nam Corrugated Galvanized Steel Stone Panels retained 12/312019 No Yes Yes N/A 1 229a & 24ga Galvanized Steel Storm Panels or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paga l ill I1smis Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paga l pre 1152018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of I lismis FLIH999RO FL#/998R8 Fl#1999R9 Coda Eaft o. Data Dow Dab Pandlm Do" Coda Entity or Data Doug Data Poncho Dew Cod. Entity or Dab DOW Dab Pantlln9 Date mm varslea mmufa 9w Enalreor & Llrronw Submitted FBC A-1 Almmlad Stars mm Version Manufacturer Eholsear & L9xesa VYldabd By Yalldeud SAS FBC Approval Awroved Ahm IYQfl V-W MlO9fichersir Ssonug Enoira"r & License Vdldebtl ey Yaluatffi SAhmltud iBCAAprsaal Al1A@Y9d $LAB. Revision 2017 ITIV Building Components Group Inc. Stuart Lewis ICC Evaluation Service, LLC Wiliam M. Ranieri, PE ORMS2017 09MV2017 OW112017 Approved Revision 2017 1 Building Components Group Inc. Stuart Lewis ICC Evaluation Service, LLC Wiliam M. Ranted, PE 091192017 09/07/2017 09212017 Approved Revision 2017 ITW Building Components Group Inc. Stuart Lewis ICC Evolution Service, LLC William M. Ranieri, PE 09/19/2017 09/0712017 OS212017 Approved Category: Structural Componal (647) 91M473 (407) 681-1917 Cebgory: Structural Components (847) 918-6473 (407) 681-7917 Category: SWcturd Components (847) 918b173 (407) 681-1917 Subcategory: Truax Plates swwisQalpine11- Subcategory: Trust Plates slowd.Qalpineihycom Subcategory: Truax Plebe atewlsf�algneitw.cem Compllance, Method: Evaluation Reportfrom a Compliance Method: Evaluation Report from a Complance Method: Evaluation Report from a Product Evaluation Entity FL219es4t6 Product, Product Evaluation Entity FL#'IB99R8 Product FL#1B98R6 Protlucts Product Evaluation Entity .El7.S Product Model Nunherpr Nams Qwllbr Aesursnce Aporovad ter Use Auxorcanadfor htffmi E I,,gyt Disk, B PJ $!A.! Product Modal. Nunherpr Nems Quality Anurencia p Cpuutrad Exdratlan Dew Aooroved for Uaa Aooroved for Use Impact D.1- 1D.lAR$. FMIZ $ PttB!!yrs at" Product Modal. Number or Noma 0M111ILAssyance Product Derstirledon Atoravad car Use Amrpyad for List Impact D-kn In HVHZ 1 ITW BCG/ApNe Higher Strength (H & S) Meal Connector I 121312022 Yes Yes WA N/A 2 ITW BCG/Alpine Hinge Plate Metal Connector Plate 12/312022 Yes Yes WA N/A 3 ITW BCC/Npine Tmlor Metal Connector Plate 1WI2M Vas Yes WA NIA $Parsh.Crberia Search Criteria Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards 115=18 Product Approval Application Detail RJ21974U FL=974t9 C EMS or Dew DOW Ww Pentlino Dole Cie, mm version ManuftgUL4L Contact Endear&Lk-se VslWt dBy ytdltatt9 Submitted Fill Approval A--,d sumn IYm version Mimulactu Revision 2017 MfTek Industries, ins David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 101I2017 10119=17 10222017 Approved Revision 2017 1 industries, Inc. Category: Structural Components (314) 851-7480 LLC. Category: Structural Components Subcategory: Trust Plates dwmttl§mmll.com (205) 599.9800 Subcategory: Truss Plates ComplwMs Method: Evaluation Report from a Compliance Method: Evaluation Report from a Product Evaluation Entity Product Evolutton Entity FL#2197R6 Product EWdbLAaalamr8 Apmovedfar Use Amrovedfor Use Impact Detail - FL#2197R6 Product Sala t Product Motel. Number or Name Product Description Contract Expiration tub In Outside OuwMe HVHZ Restate Pressure Seo # Product Model. Number or Name 1 M18SHS 18 go. supper high strength truss connector Pita 01/01=3 Yes Yes WA WA 2 1 18 LMMM Florida Department of Business & Professional Regulation Page l ill Building Codes and Standards IIs2018 Product Approval Application Detail FIi2197Re FLM274U Co Ender or hats oat- Data Palling Oat" code SIm Y4rslga Manufacturer� Fnnlrmr Y h 4., �. Vatp�� By }( $.V4ID�4 FBC Approval A� node Manufacturer Re lebn ZD17 Mnek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 1 &192017 10/19=17 10222017 Approved Revision 2017 Weyerhaeuser Category: Structural Components (314) 861-7480 LLC. Category: Structured Compon,onts SubCisegory: Trust Plates dwatQmli.cem (205) 599-9800 Subcategory: Engineered Lumber Compliance Method: Evaluation Report from A Composites, Method: Evaluation Report from a FM19746 Produce Product Evaluation Entity Product Evaluation Err* FLa6627Re Products A.9111 Product Modsi. Notation ma OuellN Assurance Approved for Use A--,d for Use Produd Deeedptlon oonftd Expiration Dab In HVHZ outside HVHZ Impact Eeal,, ) Pressure gga Product Model. Number or Name 6 MT20HS 20 ga. high strength truss connector plate 01101=3 Yes Yea WA N/A 1 Mlaellam LVL Search Criteria Bunch Cridde A asaT/Ja mm Version Mmufaelurer Revision 2017 Weyerhaeuser Category: Sbudurai Componerds Subcategory: Engineered Lumber Compliance Mod": Evaluation Report from a Product Evaluation Entity RX8627Ra Products Sea # Product Model. Number or Name 4 TJ Rim Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or E2% Eau DatoPenclina Eau Co Mmt Enainwr & License VdMawtl By validated Submitted FBC Approval Asonovill Stbm Rob Baldwin ICC Evaluation Service, LLC JamesA Rothman, P.E- 06=017 06202017 0710&2017 Approved (253) 924-6476 (608) 839-1344 Robert.Baktwln0weye h. euser.com Product Description Structural Composite Lumber or Oriented Strand Quality Ass"arce Contract Expiration Deb 03/312019 Approval for IamaiZ No Use Aooroved fm Lee Impact Deadest Outside HVHZ gas LLDS Ptnerlrs Yea WA WA '.. board Rim Board Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards irmia Product Approval Application Detail FL#tU4tiO code Entity a Daft Eat Dab Perdnn Dab MIAs version ! Sontag Endnear a lJcerca Vdldebtl By vallifideq Submitted FBC Approval Ailigroved Stable Revision 2017 CAST-CRETE USA, Ina Craig Perrino hfenti a BCCO-CER afomil-D de BCCO- VAL 11114=17 10118=17 11212017 Approved Category: Structural Components (813) 6214641 (786) 315-2590 Subcategory: Products Introduced as a Result of cpaninotililWstoste.r:om New Technology Complsnea Method: Confiscation Mark or Lsdng FL#150R10 Produm Quality Assuan Approved for Use Aooroved for use Impact Ca"Im 101.1 Product Model. Number or Nona Product Draiptan Contract Expiration Debt In HVHZ out" HVHZ little Pressure 1 High Strength Concrete Lintels 4, 8, 8, and 121nch wide Bmels 09111=18 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Smraag David Wert (314)851-7480 dwertililmli.cem Papa 1 of 1 1/5mia FLa2197RS Emit m Drip DOW Date Pondina Dow Code Enalneer & Ll- vww wd By Validated Submitted FBC Approval Abothaved AUM mm yenten Manufacturer ICC Evaluation Service, LLC ICC Evaluation Service, 10/192017 1011V M17 1022/2017 Approved Revision 2017 MITek Industries, Ina LLC. Category: Structural Components (205) 599.9800 Subcategory: 7mss Paws Compliance Method: Evaluation Report from a Product Evaluation Entity FL#21974t6 Praducw C-Ifty Assusinw ADMovad for Use A --ad for tree Impact 209M Product Daseriotion Cotbaet Exabitton Dab In HVHZ outside HVHZ R"im!!S prwwro Sea la Product Model, Number or Name 16 ga. truss connector plate ol/012023 Yes Yes WA NIA 3 MT18HS Bauman Cdwda Florida Department of Business & Professional Regulation Page I of Building Codes and Standards 115=18 Product Approval Application Detail M0027R8 Entity m Dab Date Dab Pending Deb C-00 Validated M uj,Midatfld Submitted FBC Armrpv 1 Aoarreen.ffi §tb. mm version Manufaobly[ Rob Baldwin ICC Evaluation Service, LLC James A Rothman, P.E. 06=017 0&20f2017 071032017 Approved Revision 2017 Weyerhaeuser (263) 924&476 (608) 839.1344 Category: Structural Components RobertBaldwinQweyedha Subcategory: Engineered Lumber euaer com CompHarm Method: Evaluation Report from a Product Evaluation Entity FLa8827RB Protlderts Quality Assuance Aooroved for Uss Aooroved for Use Impact Eoelon Product nsacd don Contract Extiftrafficar, Data In HVHZ Ouelds HVHZ Ronlift PJemrs Saari Product Model. Number or No - Laminated Venom Lumber - 03/812019 No Yes WA N/A 2 Pamllsm PSL Search Criteria Florida Department of Business & Professional Regulation Building Cozies and Standards Product Approval Application Detail Papa 1 of I 115=18 FL#8627RS ¢qua Entity or 291 22H Dab Pandina 2114 mm Vanbn Sbnuscumr t Enairwar&Llcaaa Validated OV Validated Submitted FBC Approved A Door vad > Review 2017 Weyerhaeuser Rob Baidwln ICC Evaluation Service, LLC James A Rothman, P.E. 061=017 W202017 071032017 Approved Category: Structural Components (253) 924-6476 (608) 839-1344 Subcategory: Engineered Lumber RobortUdwin0wwayeme Compfsnse Method: Evaluation Report from a eusenoom Product Evaluation Entity FL#65274ta Products Dudit, A"-- Approved for Use Aooroved for Use Impact Daaim Sane Product Model. Number or Name ProductDascripticn CmdractExdrationDew ID.tDttii OueklaNVHZ Resistant Pressure. 5 Weyerhaeuser Rim Board Oriented Shand Board Rim Board 03/312019 No Yes WA WA Search Criteria Florida Department of Business & Professional Regulation Page I off Building Codes and Standards 1/52o18 Product Approval Application Detail FIf1774Re Cada Entity m Dow Dab Dab Pending Data Most version Manufacturer $ Enpiraer & LJcame Vdldded 5, valued Submitted FBC Approval ApA,zed $LNB Revision 2017 Commercial Concrete Producb,lnc. Robert Gills THUYH.HUYNH John Hoy 10/142017 1&13/2017 10/262077 121122017 Approved Category: Structural Components, (813) 659-3707 PE-60122 (352) 5865311 Subcategory: Products Introduced as a Result of pmwsigatonCyahoo.com New Technology Complibnce Method: Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer FL0177448 Product Qualibr Assurance, flan-edfitr Use Aooroved for use Impact E1.Iart I rag Product Model. Number or Name Product DeseHtton Contract Exdral Deb In HVHZ Out" HVHZ 13l4iFL4S PJm4H@ 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete lintels 0525/2024 No Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop I of I 11 115mis ErmN or Dow Deb Daft Pendino Delp contact Ennirc"r & Llcerso validated By valklated S.ubn*W FBC Aomoval Awroved AWM David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 1 Off 912017 10119=17 10=17 Approved (314) 851-7480 LLC. dwertCmli.com (205) 599-MO Quallar Assurance Aooroved for Use Am-,d for Use Impact E2" Product Dwrielion Contract Exdrttoh Dab in HVHZ Outside HVHZ Pressure 18 ga. high strength buss connector plate 01/012023 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 of t 115/201a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fags 1 of 1 1/savia Enna w 21% pat. Data Paldim 281 Enpiroar & Llcassa vand.ma ey Yale Submitted I Approval Approved Am= Mike Barbieri Frank L Benna do, RE Troy Bishop, P.E. 101201ZD17 R.-Apply (561)712-9682 PE-OM549 (954)947-MO mlkeb6allantericarrshube recant Quetta Assmense AoorouW for Use Appranea nor Ilao Impact Eselso, Pmdud Damnation Contract lexdmtbn Dew 1.HVHZ Out"HVHZ Real Presel 22ga Unt 249a Galvanized Steel Stone Panels 12/312018 No Yes Yes WA Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 115=18 Product Approval Application Detail FLt1999Re Ct�da EMIM w Rik Data Wm Pandang ap�l mm version Manufactu Combed Frhpiraar s ucaa" Vandal By JCa1WeMd S.vgmaud FBC Approval Approved auto R-olon 2017 1-1 Building Components Group Ino, Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, RE 0&192017 090072D17 0921/2017 Approved Category: Structural Components (647) 918-6473 (407) 081-1917 Subcategory: Truss Plates sbwie®apihaihv.cem Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1998R8 Pradueb EtW1h,A-- m A,,r,,dto, U, Amrcivedfor L/ss Impact Design 229.2 Product Media. Nunbormlbna pBdl Contact ExpirdlonDete In HVHZ outlt!lktlltilZ Raleft Ptllmrs 4 ITW BCG/Alpine Wave Metal Connector Plate 121312022 Yes Yes WA WA Search Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papa 1 d 1 115=18 FL#2197RS Code Entity w fData Dab Date Pending Dow MIAa version )Mamulach, SrlmLg Emolne"r & Llcessa Validated By Viodabed Submitted FBC Approval A--,d Revision 2017 MRok Industries, Ina. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 10/1912017 10/192017 10/222017 Approved Category: Structural Components (314) 851-7480 LLC. Subcategory: Tess Plates dwedCraii.com (206) 5wono Compliance Method: Evaluation Report from a FL#21974t6 Produce Product Evaluation Entity 8eo a Product Me&]. Number W Name Quality Assurance Apt -of for Use Agerannadfor Use Product Deepbebn Contract Expiration DuHe in HVHZ outside XVHZRealists ImMMt Dotlm p(ysars 4 1 20 ga. brute connector plate 01/01/2023 Yes Yes WA WA FLa0827R9 Coo -- i>3L 20 Deb Porwil 10 Cadle EMlrraer&Lfnnaa Validated BY Sum F$CApg4Y1111 A At" MIAs version 1LnufaS41QI Rob Seldom ICC Evaluation Service, LLC James A. Rothman, P.E. 06/222017 05/202017 07/03/2017 Approved Revision 2017 Weyerhaeuser (253) 924-6476 (608) 839-1344 Category; Structural Components Robert.Saldwin@vreyema SubCObgory: Engineered Lumber euear.wm Ev nCompliance, Method Report from om FLa8527416 Produce Quailts Assurance Appreyad for Use A--,d foraa Uheated Etalm Product Description Contrast Exithatim Data In HVNZ Bers4ti(&a P-, 220 Prod ct Modal. Nunberm Nsms Parallel Shand Lumber 03/312019 No Yes WA N/A 3 TmberStrand LSL Florida Department of Business & Professional Regulation Pa9e1 oft Building Codes and Standards 3m2m9 Product Approval Application Detail v ; _ 4 l v SS 9'E `This Ss. ,� • �y : x a`, N `37 S w �ak1 � Sea # Product Model. Number or Name ii�i� .m....., v < � Li,✓ .0 .Z .. a.. i, i.�.: �U` , r v: , Code x ,,.F <.2��`•�k� ., w 'w .� �<ac.< £7.£s/CM:k�S. �T.::ii:',:�`�YY'J Entity ar ... „��„�.':.�.: 'y i k v.�C,,..i. ...4 3� lc;:.:..�� Date oat. .HS.�� pate Pendinn w .: rnh Data ! ..n�.. 18 26 Ga. Gull T De Version Manufacturer Contact Engineer & License Validated U Validated 6ubmlHed FBCAoorovd A- ... d Status 19 26 Ga. GuIfFaR Revislm 2017 Gulf Coast Supply& Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10fI2f2017 f0/102017 10/172017 12/122(117 APPrrned Category: Roofing (3521 498-0778 PE-75519 (334) 300-1800 20 26 Ga. GulfPBR Subcategory: Metal Roofing Inm@gulfirmstsupply-m Compliant+ Method: Evaluation Report from a 21 28 Ga. GulfRib Florida Registered Architect or a Licensed Florida Professional Engineer 22 26 Ga. GulfRlb FL#11851R3 Ptnructe 23 26 Ga. GulfRib .. Quaid Assurance Approved fat Use Approved tar Use Impact Design 24 26 Ga. GulfRib Sea # Product Model Number or Name Product Deseriman Contract Expiration Date In 14VHZ Outside HVFIZ Resistant Pressure 1 0.0328,quoc Aluminum 5V Cramp Min 0 032&qua; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes NIA +N,%/ 25 29 Ga. Gulfl its war 15/32" Fill d -108.5PSF 2 0.0321quo1Aluminum Gull Lk Min 0.0329qud: Aluminum Gull Lok 168quot; Wide 04/122024 No Yes NIA +NfAI 26 29 Ga. Gul lb Roof Panel war 1 W2&quol; Plywood -1 16.UPSF 3 1&quo; 24ga. Gulf Snap 1&quat; Gulf anap 24 Ga. 178qud; wide Roof Panel 04IM024 Yes Yes 1 +NlN--131 oPS 27 29 Ga. Gull over 15/32" Plyrlmd 4 1" 24ga, Versatoc 1&qud; Vat s,1- c 24 tie 1 S.5&qud; Wide Roof Panel OVIM024 Yes Yes N/A rNIAI 28 29 Ga. GuIfilb aver 15132" Plywood 138.5PSF 5 i&quoL Ve..ILoc .032&qud; Numinum 1&quct; Versal-m mm.032&qud: Aluminum over 04M212024 Yes Yes NIA +NIN IM2&quo: Plywood -101-OPSF 6 1.5&quof; 24ge. Gulf Snap 1.5&quok Gulf Snap 24ga. 16&qud; Wide Roof 0411MO24 Yes Yes H/A +NW Panel over 15f32&qud; PIN.vmd -116.OPSF Search Criteria . 1.5" 24ga. Versal.w L5&quet: Velsal.oc min 24ga. 168,qud: wide Roof 04/122024 Yes Yes NIA +NIN Panel over 15/32&quo; Plywood -123.5PSF Cod. Version: 2017 8 2&qua: 24ga. Megat-oc Mn 24 Ga. 2&qud; MegaLoc 18&qud; vide Roof 04112P_024 No Yes N/A +341N Applicatlon Type: ALL Panelwer 15132&qud; Pill -108-WIF Category: ALL 9 24 Ga. Gu if Lok Min 24 G.. Gulf Lok 16&quol; Wide over 15132&quoL 04/122024 No 'fes WA +NA41-9(1JPSF Application Status: ALL Plywood Quality Entity Contract Fx p Assurance EMI fired: ALL 10 24 Ga. Gull Seam Min 24 Ga. GUIs Seam 168qu a: Wile Roof Paned 04f122024 No Yes NIA +NlN-9?.SPSF Description: ALL wet 1,4 Wood Purl over 15r32&qud: Plywood APProved for use Approved outside NVHZ: ALL 11 24 Ga. Gulf Seam Mn 24 Ga. Gulf Seam, 1 3/4&qud; Snap Lock. OIV120024 No Yes NIA +NIN Design Pressure: ALL 16&qud; Wide Rmf Panel.,ar 15I524quot: Plywom -108.5PSF Date To: ALL 12 26 Ga. 5V Cramp Min 26 Ga. 5V Crimp Roof Panel over 15/328qucr: 041122024 Yes Yes NIA +NIN ply-. -156.5pSF 13 26 Go. 5V Crimp Min 26 Ga. 5V Crimp wet l5/32&quill PFI-d 041122024 No Yes NIA +N/N-131.PSF 14 26 Ga. SV Cramp Min 26 Ga. 5V Crimp Roof Panel over lx4 Wood 041122024 No Yes NIA 'NIAJ Purlins over 15/32"a Plywood -156..5P:3F 15 26 Ga. Gulf Lok Min 26 Ge, Gulf Lok 16" Wide Rod Panel over 04/122024 Yes Yes NIA +N/N 15/32&qu.L Plywood -101.OPSF 16 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&:quot Wide Roof Panel over 04/122024 No Yes NIA +NfPJ-62.5PSF 15/32&quol: Plywood 17 26 Ga. Gu IfPBR Min 26 Ga, Gulf PBR Roof Panel over 15/32&qua: 0411P2024 No Yes NIA +N/N Plywood .154JPSF Florida Department of Business & Professional Regulation page 1 or I Building Codes and Standards IMM16 Product Approval Application Detail Entity.g E0 ode Dow pandlno Rik contact EoalDsa &L11:4ma Velfidabod By vaddaM Submitted FBCAooroval Accarclo Iwo Rob Baldwin ICC Evaluation Service, LLC James A. Rothman, P.E. 061=017 ON20/2017 07Ah32017 Approved (253) 924-6476 (808) 839-1344 Robert.BaMwinoweyed a eueer.com AO,r,,Liir Usf A -roved for Use Impact Eaaloo Product on Ded, In HVHZ outside R.I.1a P- Laminated Strand Lumber D313112019 No Yea WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description Mn 26 Ga. GuItPBR Roof Panel over ix4 Wood Purlins over 15/32" Plywood Mn 26 Ga. Gu1fPBR met 15/32" Plywood Min 26 Ga. Gull over 1x4 Wood Punins over 15/32" Plywood Min 26 Ga. GulfRib over ix4 Wood Purlins over 15/32&quok Plywood Mn 26 Ga. GulfRib over 15/328,qud; Plywood Min 26 Ga. Gull over 15/32" Plywood Min 26 Ga. GulfRib over ix4 Woad Purlins war 15732" Plywood Min 29 Ga. GulfRib over ix4 Wood Purlins war 15/32&quok Plywood Mn 29 Ga. Gulfl2b over 15/32&qud; Plywood Mn 29 Ga. Gulfft over ix4 Wood Purlins war 7116&qud; O.S.B. Min 29 Ga. GulfRib over 7/16" O.S.B. FL 0: 11651 Product Manufacturer. ALL Subcategory: ALL Compliance Method: ALL Product Model Number or Name: ALL Approved for use In HVHZ: ALL Impact Resistant: ALL Date From: ALL Page 2 of 2 I 3/282018 Quallty Assurance Approved for Use Approved for Use Impact Design Contract Exclration Date In HVHZ Outside HVHZ Resistant Pressure 04/122024 Yes Yes N/A +N/AI -151.7PSF 041l22024 Yes Yes N/A +N/A/ -154.7PSF 04/122024 No Yes N/A +N/Al -151.7PSF 04/122024 No Yes N/A +N/A/ -164.2PSF 04/122024 No Yes N/A +NW -159.2PSF 04/122024 Yes Yes N/A +N/A/ -159.2PSF 04/122024 Yes Yes N/A N/A/ -164.2PSF 04112,2024 No Yes N/A +N/A/ -123.5PSF 04/12/2024 No Yes N/A -NIA/ -146.OPSF 047122024 No Yes N/A +N/N -101.OPSF 04/122024 No Yes N/A +N/N -116.OPSF �a to N Q N }a Q Q O C (U � 'L Cn C Q Q Q N Ca Q Q M LL Q > M Cn -0 a)_ Cn E Q 0- /CU � i! .- 'r �U v! f =I, Z Z W J fill O U CL Cn If O(3) W e� `V O L CU CL �I O L V �- r U) CU V cis G Z Z Q J } t" SHEET NO. PA 1.3�