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HomeMy WebLinkAbout35997 Saddle Palm Wayr34111 nt, I PARTIAL FOUNDATION PLAN SCALE: I/4'-I'-0' 3'-6'x3'-6' A/G PAD LOCATION (MIN. 3' ABOVE FINISHED GRADE) FOUND AT I ON PLAN SYMBOLS BUILDING SECTION KEY (Section No. over Sheet No.) INTERIOR ELEVATION KEY (Elev. No. over Sheet No.) DETAIL KEY (Detail No. over Sheet No.) 0 WINDOW SCHEDULE KEY (SEE WINDOW SCHEDULE SHT. (D— STRUCTURAL NOTE O —+ HOSE BIBS N.B. FOUNDATION NOTES: I. SEE SHEET SN FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 3. THE FOOTING IS DESIGNED BASED ON 2000PSF SOIL BEARING PRESSURE. CONTRACTOR/OWNER SHALL VERIFY SOIL BEARING PRESSURE OF THE PROPOSED SITE, NOTE: BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING ISSUANCE OF PLANS FROM 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. O FOOTING SCHEDULE O MK 0 SIZE REINFORCING DEPTH FI 2'-0' x 2'-0' (4) 45 EACH WAY 12' DEEP F2 2'-6' x 2'-6' (4) A5 EACH WAY 16' DEEP m 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 >t O CD N Lu � n CD I� z M� Q Ln �J LIJ CY (.J 00 N ~ W � J O m Lu QQ L n W Q I ^ w - a— � X LLI J LJ �W r� V w Q Q Q < UN 10 Q 011 Lu u L0 S c� EO TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. © 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: VERSION NO. 1.00 / 12.12.17 W 3 uz L��Y- j ew4" Pam. nw f.r' 0 coo O to QL w N Cm 7 —� w (7 9 Z Lu N Q � N LY w(y) 10 LY ::)* * Q � = u.i c/) (L I— Ii LN ❑ �— SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 380843 DATE ISSUED: 06.25.18 DRAWN BY: JH REVIEWED BY: TH W� R11— 16'5Q x 36'H COLUMN E SYMBOLS BUILDING SECTION KEY (Section No, over Sheet No.) INTERIOR ELEVATION KEY (Elev. No. over Sheet No) DETAIL KEY (Detail No. over Sheet No.) 0 WINDOW SCHEDULE KEY (SEE WINDOW SCHEDULE SHT. ) — STRUCTURAL NOTE 0—+ HOSE BIBS N.B. MARK TYPE ROUGH OPENING. A 255W 38' X by B 35614 54' x 63' C 245H (TEMP) 38' x 51' b' DIA. 5TD. STEEL PIPE FILLED SOLID W/ CONCRETE EM3EDED PIPE PROTECTED W/CATALYZED POLYURETHANE "1 CONC. SLAB, SEE PLAN n. CONC, FOOTING, SEE PLAN A t\.\ b MIL VAPOR BARRIER COMP. BOIL, BEE PLAN SCALE: 1/2'=1'-0' F2 1�10�01R �FIA�N SCALE: V4'=1'-0' * * * * * * * * * * * * * * * NOTE TO TRUSS COMPANY: NOTE: A.N. STAND DIMENSIONS ALIGN TRUSSES TO ALL INTERIOR ANGLE GAS = b' H. x 36' W. x 52' L. ALLOW FOR A.H. TO WALL5 ARE AT 45 DEG. ELEC.: = 24' H. x 36' W. x 52' L. BE ALIGNED. * * * * AREA TT45ULATION MODEL 2606 LIVING AREA 2516 5F. GARAGE 674 SF. COVERED ENTRY - ELEV. 'A" 51 5F. COVERED ENTRY - ELEV. 151 156 SF, TOTAL AREA "A'= 3301 SF. "♦..J°= 3406 SF. WINDOW SCHEDULE HEAD HEIGHT CLEAR OPENING 3331T WIDE X 2625' NIGH 48312' WIDE X 262V HIGH 33312' WIDE X 2025' HIGH CLEAR OPENING SF. SILL HEIGHT 589 5F_ 1'-61 6.615F. II-b' 48 5F. 214' 0I�1 _ O.N.C. N BEDROOM 6' 2b68 12'-O' x 12'-0' .1 I HALLWAY $'-0' CLG. I I 8'-0' CLG. a I oc - w m A/C m II' all 21Se 5'-00 4' 61 ;_ol lo -V- =' BEDROOM 2 vENr _ S3 -4'CLG, T �, ' i NAN 80X II -0 x 12 -0 I ," CID O 2 8'-0' CLG. /! 8.0, C W. D. I �> -FA 5U R iE all B 8'4' CLG. CID PROVIDE WEATHER S3 WA, 64R _ BTRIPPIWG AROUND - I i SHOWER/NB �. (4) 614,; i PERIMETER OF DOOR _ K COMBO n; . ; ' " METAL PIPE BOLLARD (W/ S3 ss LIB THRESHOLD OPTION GAS WN. ONLY) 2 F." 4' STEP SEE DETAIL A/2 -01 NOTE: W.H. SHALL BE ELEVATED 136'x22"ATTIC IS' ABOVE GARAGE FF. W/ ACCESS M5l 9'-4' G N - OPTION GAS W.N. ONLY -- --- — ..) WC — (SIM. W/OUT UPLIFT LAY. ,"'" CC 4 SEE NOTE 01 FOR - S3 MORE W) HB. — 64R -- ---- +21.4, 43.8 1" , Q PH D 3 CAR GARAGE DR :" 63 20'-0' :.._....__.:_:'.:a... LINE E O Gi°05RAGE ITN JD� V-0' CLG. L11 IN w IN F­ — — — — — — — —I 1--------- ----- ------ — 8'- ' 4'-6' 3 BEDROOM 3 V-0' x I14' * EGRESS 4 2 ® +248 / -21.0 f'Sl S3 +26.1 / -29.0 P51 13'-4' I I I I I I EN RY I I I I I 9'-4 CLG. K K I I I s4 54 x 1'-0' O.H. G RAGE DR I 16'0 x 1'••0' O.H. GARAGE P! — — — 1 +21.4 / _-23.8 PSF w_O_rIF'H -—__ — I Z3.f / -25,8 PSI:I i45MrH I +223 / -253 PSF 140MPH +242 / -21.1 PAP 145MPN -0' 3'-4' 0' — 8'-0. 24' -- —----16'-0' 5 -4' 2 -0' ---- -- 29-41-------- 50'.0' �'�N 1 SCALE: I/4'=1' -0' 2'-8' DIMENSION CONVENTION ?ALL & EXTERIOR OPENING DIMENSION A OUTSIDE OF BLOCK OUTSIDE FACE OF 8" NOMINAL BLOCK /-4" FRAME WALL U.N.O. FOUNDATION DIMENSION FROM OUTSIDE OF BLOCK VERTICAL REINFORCMENT IN C.M.U. SHEAR WALL W/ (I -NO.5 BAR IN GROUTED CELL TYPICAL UTLO.± HOOK INTO TIE BEAM AT TOP 4 FOOTING AT BOTTOM.) FILL CELL To ONE COURSE ABY PIPE (NO REBAR) CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT TO 13E FILLED UNLESS SHOWN ON THE PLAN) 8'-0' TOP OF MASONRY '3'-4' TOP OF MASONRY BEARING WALL 2X STUDS ® 16' O.C. Wl 1/2' GYP. (UN.O.ON PLAN) 2X STUD W/ 1/2' GYP. (UN.O.ON PLAN) Loon P1.4N NOTrms: I. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER FBC 1103). 3. *-DENOTES EGRESS WINDOW 4. GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE MANUFACTURER 5. EXTERIOR WINDOWS 4 DOORS SHALL BE LABELED WITH A PERMANENT LABEL, MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND PRODUCT. 6. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN PRESSURES, FOR ULTIMATE DESIGN PRE65UIES SHALL BE PEWITTED TO BE DIVIDED BY 0b. 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ SOLID WOOD DOORS NOT LESS THAN 13/8' IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LE55 THAN 13/8' THICK OR 20-MINUTE FIRE -RATED DOORS, 8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. NO.26GA SHEET STEEL, ]'MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE STRUCTURAL NOTES OI PROVIDE (1) 0 5 CONT. IN 8" P.G. LINTEL 4 (1) 0 5 IN 8" Ko. BLOCK ABOVE, FILLED SOLID WITH GROUT. O2 PROVIDE 8' P.C. LINTEL 4 (1) 15 IN 8' K0, BLOCK ABOVE, FILLED SOLID W/ GROUT O3 PROVIDE (1) " 5 CONT. IN 8" P.C. LINTEL W/ 2" RECESS 4 (1) 0 5 IN 8" K.O. BLOCK ABOVE, FILLED SOLID WITH GROUT ® PROVIDE (U S IN 8' P.C. LINTEL FILL SOLID W/ GROUT O (3) 2x4 COLUMN W/ 4-8d TOENAILS TOP 4 BOTTOM O (2) 2X8 SPK HEADER W/ BLOCKING. PROVIDE (1) 2x6 JACK STUD 6 EA, END OF HEADER O ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-8d TOENAILS TOP 4 BOTTOM (2) 2X8 SFK BEAM W/ USP HTW20 a COLUMN 4 USP THD28-2 MASONRY HANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE TRUSS O9 (2) 2X8 SPFn BEAM W/ USP THD28-2 HANGER Is SIDE BEAM, USING 6-16D 4 6-10D NAILS, AND USP HTU 20 9 INTERIOR COLUMN 10 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP PAU44 0 BASE, PROVIDE MIN. 6' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIP, FOR ANCHOR BOLTS NOTE: L POWER BOX LINTEL (15 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4 REINFORCEMENT INFO AS INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR MORE INFO) ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR To COMMENCEMENT OF ANY CONSTRICTION. 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 THA' ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. L A l' f �f - .✓� 3I Z�fy:� Yba &-6:iy'tYath"3.,a va�.6uaA'abf, $��.d xx; DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 3 o O N Z L1J o ffCD �A �� zo ro M Q N Ln � W LLJ n IQ-�acn z < 00 z t~ W w� J O O �O d- Cn W Lu m Q —0 > °C- y L Q Lu ry O. w v �V (^ C)_ Q wXQ Q NO Q Q U0 ENQ oI, LL1 M LO ('7 Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION 12017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. © 2D18 LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12 12 17 1 O0 6TH ED. (2017) FBC UPDATES VERSION NO. 1.00 / 12.12.17 4J n ct LJ_ e 4G7 + , ea o l%.1 C L, r_ " I + s C, 0 N 0 co Lu N m L w W --1z N Q C N W w� z10 W 44-- * z ¢Ld =w W ❑ SHEET TITLE: FLOOR PLAN GENERAL NOTES & INFO SHEET INFORMATION: JOB NO.: 380843 DATE ISSUED: 06.25.18 DRAWN BY: JH REVIEWED BY: TH 2 t t L W :.._....__.:_:'.:a... LINE E O Gi°05RAGE ITN JD� V-0' CLG. L11 IN w IN F­ — — — — — — — —I 1--------- ----- ------ — 8'- ' 4'-6' 3 BEDROOM 3 V-0' x I14' * EGRESS 4 2 ® +248 / -21.0 f'Sl S3 +26.1 / -29.0 P51 13'-4' I I I I I I EN RY I I I I I 9'-4 CLG. K K I I I s4 54 x 1'-0' O.H. G RAGE DR I 16'0 x 1'••0' O.H. GARAGE P! — — — 1 +21.4 / _-23.8 PSF w_O_rIF'H -—__ — I Z3.f / -25,8 PSI:I i45MrH I +223 / -253 PSF 140MPH +242 / -21.1 PAP 145MPN -0' 3'-4' 0' — 8'-0. 24' -- —----16'-0' 5 -4' 2 -0' ---- -- 29-41-------- 50'.0' �'�N 1 SCALE: I/4'=1' -0' 2'-8' DIMENSION CONVENTION ?ALL & EXTERIOR OPENING DIMENSION A OUTSIDE OF BLOCK OUTSIDE FACE OF 8" NOMINAL BLOCK /-4" FRAME WALL U.N.O. FOUNDATION DIMENSION FROM OUTSIDE OF BLOCK VERTICAL REINFORCMENT IN C.M.U. SHEAR WALL W/ (I -NO.5 BAR IN GROUTED CELL TYPICAL UTLO.± HOOK INTO TIE BEAM AT TOP 4 FOOTING AT BOTTOM.) FILL CELL To ONE COURSE ABY PIPE (NO REBAR) CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT TO 13E FILLED UNLESS SHOWN ON THE PLAN) 8'-0' TOP OF MASONRY '3'-4' TOP OF MASONRY BEARING WALL 2X STUDS ® 16' O.C. Wl 1/2' GYP. (UN.O.ON PLAN) 2X STUD W/ 1/2' GYP. (UN.O.ON PLAN) Loon P1.4N NOTrms: I. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER FBC 1103). 3. *-DENOTES EGRESS WINDOW 4. GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE MANUFACTURER 5. EXTERIOR WINDOWS 4 DOORS SHALL BE LABELED WITH A PERMANENT LABEL, MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND PRODUCT. 6. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN PRESSURES, FOR ULTIMATE DESIGN PRE65UIES SHALL BE PEWITTED TO BE DIVIDED BY 0b. 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ SOLID WOOD DOORS NOT LESS THAN 13/8' IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LE55 THAN 13/8' THICK OR 20-MINUTE FIRE -RATED DOORS, 8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. NO.26GA SHEET STEEL, ]'MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE STRUCTURAL NOTES OI PROVIDE (1) 0 5 CONT. IN 8" P.G. LINTEL 4 (1) 0 5 IN 8" Ko. BLOCK ABOVE, FILLED SOLID WITH GROUT. O2 PROVIDE 8' P.C. LINTEL 4 (1) 15 IN 8' K0, BLOCK ABOVE, FILLED SOLID W/ GROUT O3 PROVIDE (1) " 5 CONT. IN 8" P.C. LINTEL W/ 2" RECESS 4 (1) 0 5 IN 8" K.O. BLOCK ABOVE, FILLED SOLID WITH GROUT ® PROVIDE (U S IN 8' P.C. LINTEL FILL SOLID W/ GROUT O (3) 2x4 COLUMN W/ 4-8d TOENAILS TOP 4 BOTTOM O (2) 2X8 SPK HEADER W/ BLOCKING. PROVIDE (1) 2x6 JACK STUD 6 EA, END OF HEADER O ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-8d TOENAILS TOP 4 BOTTOM (2) 2X8 SFK BEAM W/ USP HTW20 a COLUMN 4 USP THD28-2 MASONRY HANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE TRUSS O9 (2) 2X8 SPFn BEAM W/ USP THD28-2 HANGER Is SIDE BEAM, USING 6-16D 4 6-10D NAILS, AND USP HTU 20 9 INTERIOR COLUMN 10 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP PAU44 0 BASE, PROVIDE MIN. 6' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIP, FOR ANCHOR BOLTS NOTE: L POWER BOX LINTEL (15 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4 REINFORCEMENT INFO AS INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR MORE INFO) ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR To COMMENCEMENT OF ANY CONSTRICTION. 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 THA' ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. L A l' f �f - .✓� 3I Z�fy:� Yba &-6:iy'tYath"3.,a va�.6uaA'abf, $��.d xx; DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 3 o O N Z L1J o ffCD �A �� zo ro M Q N Ln � W LLJ n IQ-�acn z < 00 z t~ W w� J O O �O d- Cn W Lu m Q —0 > °C- y L Q Lu ry O. w v �V (^ C)_ Q wXQ Q NO Q Q U0 ENQ oI, LL1 M LO ('7 Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION 12017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. © 2D18 LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12 12 17 1 O0 6TH ED. (2017) FBC UPDATES VERSION NO. 1.00 / 12.12.17 4J n ct LJ_ e 4G7 + , ea o l%.1 C L, r_ " I + s C, 0 N 0 co Lu N m L w W --1z N Q C N W w� z10 W 44-- * z ¢Ld =w W ❑ SHEET TITLE: FLOOR PLAN GENERAL NOTES & INFO SHEET INFORMATION: JOB NO.: 380843 DATE ISSUED: 06.25.18 DRAWN BY: JH REVIEWED BY: TH 2 t t L W t t L W GENERAL NOTES: LI CODES U FLORIDA BUIL.DNG CODE bth EDITIOK 2011 RESIDMIAL SECTIONS R4022 4 I*&. 11 A Ws bth ITI 20R ONS W12 4 AM. FLORID BUILD CODE, ED OK EMALDNG, SEGTI 13 ETIILDNG CODE I; EQ III FOR RNFORCED CONCRETE (ACI 316-14) 1.4 BUILDNG CODE W01"M AND SMCFICATIAJ FOR MA6OWr STRUCM (ACI 530-D 4 ACI 530J-13) 15 AME WM SOCIETY OF CIVIL ENsINEERS MNIMM DESIGN LOADS FOR BUILDWGS AND ODER STRI1CTIlRE6 (ASCE 1-10). 2) CONCRETE: 21 CONCRETE COlIeSBIVE STIRMIN AT 28 DAYS: 21J FRE-CAST INTANDARD FEWORCEMIN-4000 PSI MN. 212 PRE -CAST WPRES'I i MW`CRCF W-WW PSI 213 GRCIIT FER A61M C41b - 3000 PSI UV MAX 30 AGRiESATE, S' TO IP SUMP. 22 WWORCNG BARS: 22J STEEL PLACED N PRECAST LWEL AT TIME OF FABRICATION ASTM Ab5 (GRADE b0) 222 61M N LNTEL AND KNOCKOUT BLOCK (PLACED N FIELD) A61M ASS (GRADE 40) 23 FRESTRES6 STROO ASTM A4161-WRE, STRESS RELIEVED 210 KSI 2.4 DETAIL IREIFFOFCB'ENF N ACCORDANCE WTH ACI 35. 25 COFICREM OPERATIONS 61- LL COMPLY WIN ACI STANDARDS. 2b D45 WRE PER ASTM Aft 3) MAWNRr: 3J CONCRETE MAXWY UNITS (CM) SI44LL COFFORM TO ASTM C-W, NOF3% UEIGFIT WIN MNMM NET AREA CCMPIiE88IVE STRENGTH 20WF% 32 MORTAR SHALL COIFORM TO ASTM C-210 TYPE T1' OR V 33 FULL MORTAR JOKM ARE REQUIRED 3A MNMM AGGREGATE 26-DAY COMPRESSIVE STFS GT14 OF CMI AND MORTAR SHALL NOT BE LESS THAN FM - 2000 PSI. MASONRY STRENGTH SFWl BE ESTABLISHED BY THE 1NIT STRIM114 METHOD' OR ALTERNATIVELY, BY II E 'PRISM TEST MEDIOD'11)i 11511 RE MJIRET BITB HAVE NOT BEEN MET, 4) STt81C111 AL. 4J SAFE LOAD VALJES ARE BASED ON LNTELS HAVNW A BEARING OF 8' (WTH A MNMIM ACCEPTABLE MA" OF 4' FER RDODA BUILDNG CODE 09 EDITIOK 201I RESIDNIAL, SECTION R606W OR FLORIDA BUILDNG CODE bTH EDITIOK 20F1 WILDNG, SECTION 2104J 42 SAFE LOAD VALLE$ BASED ON RATIONAL DESIGN ANALYSIS FER ACI 318 Alb AG 530 43 MIGIa MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALWL4TNG MAXMJM RESLSTNG MOMENT AND SWEAR AT d DBTMCE AWAY FROM THE FACE OF THE SUPPORT. 4A FOR LNEL LENGTH AT VW OR GREATER VERTICAL CELL FILLED SOLID WTH GROUT AND MNIMM ONE (U 9 VERTICAL DEBAR IS RESHAPED AT EACH END OF TFE LNTEL 45 LNTELS THAT ARE GREATER THAN 14'-O' CLEAR SPAN MT BE PROVIDED MVORARY SUPPORT, NOT BE WlIOVED WTL 2 DAYS AFTER GRCIA FLACEMIM. SAFE LATERAL LOADS SAPLF 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' - roll 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 ALITY PRE A T LOAD TAB Q U C S O A LES GRAVITY & UPLIFT SAFE LOADS PLF 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT PLAIN (0)#6L (1)#6U (1)#6L (1)#6U 0 #6L 1 #6U (1)#6L (1)#6U (1)#bL (2)#6U A B DET. A DET. B DET. C DET. B& C DET. D 2' - 10" V- 6" Precast 2 - #2 2 - #2 NONE 2318 1550 3733 3772 3772 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 1436 952 2465 2504 2504 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" 5'- 2" Precast 2 - #2 2 - #4 NONE 692 1 1139 1139 968 968 7' - 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 570 938 938 716 807 7' - 8" 6' - 4" Precast (2) D4.5 Wre 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" 8'- 0" 1 Precast 2 - #2 2 - #4 NONE 428 633 639 454 618 10'- 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 368 487 550 356 538 11' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 330 544 544 430 507 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 308 507 507 383 475 12'- 6" 11' - 2" Precast 2 - #3 2 - #5 NONE 312 570 570 391 570 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 270 433 414 308 416 14' - 0" 12'- 8" 1 Precast 2 - #4 2 - #5 NONE 254 1 388 390 279 376 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. 1 200 165 229 22' - 0" 20'- 8" Prestressed 2 - #4 2-#5 NONE N. R. N.R. 185 155 215 24'- 0" 22' - 8" Prestressed 2 - #4 2 - #5 NONE I N.R. I N.R. 1 149 1 124 179 N.R. = NOT RECOMMENDED GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" LINTELS LINTEL LENGTH CLEAR SPAN .TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A I B DET. L DET. M DET. L& M DET. N 2'- 10" T- 6" Precast 2 - #2 2 - #2 NONE 6570* 8333* 6570* 6570* 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 4217* 6385* 4872* 4872* 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 3125 7192* 4373 7192* 4'- 6" 3'-2" Precast 2 - #2 2 - #2 NONE 2400 8507 3397 9856 4'- 8" 3' - 4" Precast (2) D4.5 Wire 2 - #3 NONE 8548 10000 10000 10000 5'- 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 3077 7196 2374 6859 5'- 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 2529 5877 1971 5653 6'- 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 4504 4598 1578 4421 T- 6" 6' - 2" Precast 2 - #2 2 - #4 NONE 3314 3408 1181 3336 T- 8" 6'- 4" Precast (2) D4.5 Wire 2 - #4 NONE 4456 4456 3785 4427 8'- 0" 6' - 8" Precast (2) D4.5 Wire 2 - #4 NONE 4047 4047 3443 4021 8' - 4" T- 0" Precast (2) D4.5 Wire 2 - #4 NONE 3706 3706 3144 3683 8'- 6" 7' - 2" Precast 2 - #2 2 - #4 NONE 2584 2700 920 2602 9' - 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 2204 2298 767 2151 10' - 6" 9' - 2" Precast 2 - #2 2 - #4 NONE 1767 1897 612 1696 11' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 1742 1742 530 1456 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 1596 1596 476 1300 12'- 6" 1 T- 2" Precast 2 - #3 2 - #5 NONE 1775 1775 1279 1775 13' - 4" 1 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 IT- 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" 1 1' - 6" Precast 2 - #2 2 - #2 NONE 1 8243* 10000* 8243* 8243* 3'- 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 5321* 7708* 6195* 61W 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" 7- 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 1 T- 4" 10' - 0" Precast 2 - #3 2 - #5 NONE 2252 2252 653 1809 12'- 0" 1 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)#59 (1)#5L (2)#5U A B DET. DA DET. DB DET. DC DET. DB & DC DET. DF 3'- 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 848 852 1195 1224 1224 4'- 0" 2'- 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 697 699 1050 1079 1079 4'- 2" 2'- 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 1346 1564 1564 1320 1320 4'- 4" 3'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 1 583 583 936 965 965 4'- 6" 3'- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 536 535 887 916 916 4'- 8" 3'- 4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 1091 1278 1278 1090 1090 5'- 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 564 703 694 678 678 5' - 10" 4'- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 542 659 668 654 654 6'- 8" 6- 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 446 680 668 530 530 7- 0" 5' - 8" 6- 4" 1 Precast 1 2 - #2 2 - #4 NONE 419 1 639 668 478 500 7- 6" 6- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 384 585 668 414 461 7- 8" 6'- 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 494 627 1 627 485 532 9' - 8" 8'- 4" 8'- 0" Precast 2 - #2 2 - #4 NONE 279 364 1 627 244 343 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 24" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1}#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#SL (2)#5U A B DET. DQ DET. DR DET. DQ & DR DET. IDS 3'- 8" 2' - 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 4548* 6188* 6217* 6217* 4'- 0 2'- 8 2'- 4' Precast 2 - #2 2 - #2 NONE 3744 6650* 6650* 6650* 4'- 2" 2'- 10" 2' - 6" Precast (2) D4.5 Wire 2 - #3 NONE 6250* 6250* 6250* 6250* 4'- 4" 3'- 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 3132 5915* 5817 5915* 4'- 6" 3- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 2880 9783 5361 10000 4'- 8" 3' - 4" 3- 0" Precast (2) D4.5 Wire 2 - #3 NONE 5066 10000 6379 10000 5'- 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3087 7517 3272 6749 5'- 10" 4- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 2946 6886 3077 6225 6' - 8" 5'- 4" S - 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 7- 6" 6'- 2" 5' - 10" Precast 2 - #2 2 - #4 NONE 3869 3896 1812 3505 T- 8" 6' - 4' 6' - 0" Precast (2) D4.5 Wire 2 - #4 NONE 2715 4862 1856 4178 9' - 8" & - 4" 8'- 0" Precast 1 2 - #2 2-#4 NONE 1563 2400 1054 2235 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT I SAFE LOADS PLF 8" x 12" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U 1 #SL 1 #5U (1)#5L (2)#5U A B DET. E DET. F DET. E& F DET. G 2' - 10" T- 6" Precast 2 - #2 2 - #2 NONE 2615 10000 10000 10000 3' - 6" 2'- 2" Precast 2 - #2 2 - #2 NONE 1609 6039 6093 10000 4'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 1186 4362 4416 10000 4'- 6" 3-2" Precast 2 - #2 2 - #2 NONE 907 3408 3463 10000 4'- 8" 3- 4" Precast (2) D4.5 Wire 2 - #3 NONE 4683 5137 5717 5717 5- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 2135 2569 2547 2547 6- 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 1755 2207 2198 2198 6'- 6" 6-2" Precast 2 - #2 2 - #4 NONE 2024 2024 1778 1824 T- 6" 6'- 2" Precast 2 - #2 2 - #4 NONE 1624 1624 1316 1483 T- 8" 6- 4" Precast (2) D4.5 Wire 2 - #4 NONE 1921 1921 2035 2035 8' - 0" 6'- 8" Precast (2) D4.5 Wire 2 - #4 NONE 1792 1792 1862 1897 8'- 4" 7' - 0" Precast (2) D4.5 Wire 2 - #4 NONE 1679 1679 1699 1776 8'- 6" 1 T - 2" Precast 2 - #2 2 - #4 NONE 1 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 11' - 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 903 903 787 878 12'- 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 838 838 699 818 12'- 6" 11' - 2" Precast 2 - #3 2 - #5 NONE 937 937 685 978 13' - 4" 1 12'- 0" Precast 2 - #3 2 - #5 NONE 729 729 563 720 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 685 685 510 680 14' - 8" 13- 4" Prestressed 2 - #3 2 - #5 NONE N.R. 1008 494 635 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 916 453 603 17- 4" 16- 0" Prestressed 2 - #3 2 - #5 NONE N.R. 702 356 524 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 553 340 438 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 607 607 317 601 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 443 277 392 22' - 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 414 260 380 24'- 0" 22-8- Prestressed 2 - #4 2 - #5 NONE N. R. 339 217 345 N.R. = NOT RECOMMENDED GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#51L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. S DET. T DET. S& T DET. U 2'- 10" T- 6" Precast 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* 6- 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 4620 5780* 3513 5780* 6- 10" 4'- 6" Precast 2 - #2 2 - #3 NONE 3800 6548 2915 5688 6- 6" 5'- 2" Precast 2 - #2 2 - #4 NONE 7376 10000 2332 4538 7- 6" 6' - 2" Precast 2 - #2 2 - #4 NONE 5433 7067 1743 3376 7' - 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 1 T- 4" 10'- 0" Precast 2 - #3 2 - #5 NONE 2868 2868 777 1470 12' - 0" 10'- 8" Precast 2 - #3 2 - #5 NONE 2586 2586 698 1314 12' - 6" 1 T- 2" Precast 2 - #3 2 - #5 NONE 2796 2796 1875 2857 13' - 4" 12'- 0" Precast 2 - #3 2 - #5 NONE 2157 2796 575 1071 14' - 0" 12'- 8" Precast 2 - #4 2 - #5 NONE 1988 1950 526 975 14' - 8" 13' - 4" Prestressed 2 - #3 2 - #5 NONE N. R. 2871 746 1474 15' - 4" 14' - 0" Prestressed 2 - #3 2 - #5 NONE N. R. 2616 684 1353 IT- 4" 16- 0" Prestressed 2 -#3 2 - #5 NONE N.R. 2023 587 1161 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1607 513 1015 20'- 0" 18' - 8" Prestressed 2 - #3 2 - #5 NONE 1538 1538 830 1511 21' - 4" 20'- 0" Prestressed 2 - #4 2 - #5 NONE N. R. 1168 454 896 22' - 0" 20'- 8" Prestressed 2 - #4 2 - #5 NONE N.R. 1222 428 847 24' - 0" 1 22' - 8" Prestressed 2 - #4 2 - #5 NONE N.R. 1014 360 714 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 12" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#SU (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DJ DET. DK DIET. 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 1 3838 3838 4'- 4" 3- 0" 2'- 8" Precast 2 - #2 2 -#2 NONE 786 2433 2477 2477 4'- 6" 3' - 2" 2' - 10" Precast 2 - #2 2 - #2 NONE 721 2277 2321 2321 4'- 8" 3' - 4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 1986 3244 2965 2965 5'- 8" 4'- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 1204 1622 1612 1612 5' - 10" 4'- 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 1388 1552 1544 1544 6'- 8" 5'- 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 1411 1411 1277 1277 7- 0" 5'- 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 1315 1315 1170 1169 7- 6" 6'- 2" 6- 10" Precast 2 - #2 2 - #4 NONE 1192 1192 1012 1066 T- 8" 6'- 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 1346 1346 1225 1 1253 9' - 8" 8' - 4" 8' - 0" Precast 2 - #2 2 - #4 NONE 1 805 782 597 1 771 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 28" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U A B DET. DT DET. DU DEr. DT & DU DET. DV 3'- 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 5544* 7411* 7440* 7440* 4'- 0" 2' - 8" 2'- 4" Precast 2 - #2 2 - #2 NONE 4564* 6696* 6725* 6725* 4' - 2" 2' - 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 7400* 7400* 7400* 7400* 4'- 4" 3'- 0" 2'- 8" Precast 2 - #2 2 - #2 NONE 3820* 6102* 6131* 6131* 4'- roll 3'- 2" 2'- 10" Precast 2 - #2 2 - #2 NONE 3513* 5833* 5862* 5862* ,F- 8" 3'- 4" 3'- 0" Precast (2) D4.5 Wire 2 - #3 NONE 6073* 6250* 6250* 6250* 5'- 8" 4' - 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 3716 9710 4002 9749 6- 10" 4' - 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 3582 9125 3763 9167 6'- 8" 5' - 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 4576 7895 2838 6847 7' - O" 6- 8" 5- 4" Precast 2 - #2 2 - #4 NONE 5877 6800 2561 5985 T - 6" 6'- 2" 5'- 10" Precast 2 - #2 2 - #4 NONE 5072 5623 2217 5034 T- 8" 6' - 4" 6'- 0" Precast (2) 134.5 Wire 2 - #4 NONE 3272 7319 2285 6226 9' - 8" 8' - 4" 8'- 0" Precast 2-#2 2-#4 NONE 1886 3192 1301 2982 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY UPLIFT SAFE LOADS PLF & 8" x 16"LINTELS LINTEL LENGTH CLEAR SPAN TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U 1 #SL (1)#5U (1)#5L (2)#5U A _ B DET, H DET. J DET. H& J DET. K 2' - 10" 1' - 6" Precast 2 - #2 2 - #2 NONE 4896* 6467* 4896* 4896* 3'- 6" 2'- 2" Precast 2 ##2 2 - #2 ONE 3114 8164 4439 8164* 4'- 0" 2" - 8" Precast 2 - #2 2 - #2 NONE 2305 8020 3322 8987 4'- 6" 3'-2" Precast 2 - ##2 2-#2 NONE '1770 5743 2582 6353 4'- 8" 3'- 4" Precast (2) D4.5 Wire 2 - #3 NONE 6614 10000 9053 10000 5'- 4" 4'- 0" Precast 2 #2 - #3 NONE 3478 4460 1806 4275 5' - 10" 4'- 6" Precast 2 - I _2 2 - #3 NONE _ 2863 3693 1499 3577 6- 6" - 2" Precast 2 - #2 2 - #4 NONE 3227 3227 1201 2939 T- 6" 6- 2" Precast 2 - #2 2 - #4 NONE -2498 2498 900 2322 T - 8" 6' - 4" Precast r2) D4.5 Wire 2 - #4 NON_E 3071 3071 2916 3049 8'- 0" 6'- 8" Precast (2) D4.5 VAte 2-#4 NONE 2831 2831 2651 2811 8' - 4" 7' - 0" Precast (2) [A.5 Wire 2 - #4 _ 2625 2625 2421 2607 8' - 6" T- 2" Precast 'l.. #2 2 - #4 _NONE NONE 1946 1934 703 1922 9' - 4" 8'- 0" Precast 2 - ##2 2 - #4 NONE 1593 1674 586 1628 10'- roll 9' 2" Precast 2#2. - 2 - #4 NONE 1329 1407 468 1285 11' - 4" 10' - 0" Precast 2 - #3 - #5 NONE _ 1312 1312 406 1104 12'- 0" 10'- 8" "Precast 2 - #33 _2 2 - #5 NONE 1210 1210 366 986 12'- 6" 1 T- 2" Precast 2 - #3 2 - #5 NONE 1354 1354 981 1354 13- 4" 12' - 0" Precast 2 ##3 2 #5 NONE 1045 1045 303 802 14' - 0" 12` - 8" Precast 2_ - #4 2 - #5 NONE 978 978 278 730 14' - 8" 13' - 4" Prestressed 2 - #3 2 #5 NONE 978 1418 422 830 15- 4" 4'- 0" Prestressed �2 - #3 2 --#5 NONE N.R. 1290 387 760 17- 4" 16- 0" Prestressed _ 2. #Kl2. - #5 NONE N.R. 952 326 641 19' - 4" 18' - 0" Prestressed 2 - #4 2 - #5 NONE N. R. 751 266 523 20'- 0" 18' - 8" Prestressed 2 - #3� 2 - #5 NONE 961 961 446 872 21' - 4" 20'- 0" Prestressed-2 - #4 2 -#5 NONE N. R. 678 219 431 22' - 0" 20'- 8" Prestressed 2-• #4 2 - #5 NONE N.R. 634 226 445 24' - 0" 22' - Y Prestressed - f- #4 2 #5 NONE N.R. 599 174 341 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 (0)##5L (1)#5U (1)#5L (1)#5U UPLIFT (0)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U A _ B _ DET. V DET. W DET. V& W DET. Y 2'- 10" T- 6" Precast 2 -##2 2 - #2 NONE 10000* 10000* 10000* 10000* 3' - 6" 2' - 2" Precast 2 #2.� 2 - #2 NONE 7531* 10000* 8792* 8700* 4'- 0" 2'- 8"- Precast 2 - ##1 2 - #2 NONE 5587* 8751* 7490* 7190* 4 6" 3' -2." Precast 2 -_#2 �2. - #2 NONE 4300* 7565* 5849* 5849* 4'- 8" 3- 4" Precast (2) LY4.5 Wre 2 - #3 NONE 8194* 8194* 8194* 8194* 5'- 4" 1 4'- 0" Precast 2 . #2 2 _#3 NONE 5392* 6259* 4084* 4084* 5'- 10" 4'- 6" Precast 2 - #2 2 - #3� NONE 4435 5776* 3387 5776* 6'- 6" 6- 2." Precast 2 - ##Z 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) L74.5 Wre 2 - #4 NONE 5473 9564 6402 10000 8'- 0" 6'- 8" Precast (2) 04.5 Wire 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" 7' - 2" Precast y2 - #2 2 - # NONE 3209 6742 1576 3044 9' - 4" 8' - 0" Precast 2 - #2 2 #4 NQNE 2621 5257 1310 2519 10'- 6" 9' - 2" Precast 2- ##2 2 - #4 NONE 2028 4007 1042 1989 11' - 4" lb'- 0" Precast 2 - #3 2 - #5 NONE 3630 3552 872 1710 12'- 0" 10'- 8" Precast 2 ­#3 2 - #5 NONE 3191 3171 783 1476 12'- 6" 1 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" 1 14' - 0" Prestressed 2- 2 - #5 N. R. 2946 793 1572 17- 4" 16 - 0" Prestressed 2 #3 2 - #5 _NONE NONE N. R. 2280 680 1349 19' - 4" 19 - 0" Prestressed 2 - #4 2 - #5 NONE N.R. 1814 595 1179 -TOT- 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" 1 22' - 8' Prestressed 2 - #4 2 - #5 NONE N.R. 1147 418 829 N.R. = NOT RECOMMENDED * LINTEL MEETS DEEP BEAM CRITERIA GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 16" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE TOR BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)#5U (1)#5L (1)#SU (0)#5L (1)#5U (1)#5L (2#5U A B DET. DID DET. DE DET. DD & DE DET. DG_ 3'- 8" 2'- 4" 2' - 0" Precast 2 - #2 2 - #2 NONE 2558 7405 6639 6639 4'- 0" 2' - 8" 2' - 4" Precast 2 -#2 2 - #2 NONE 2104 6071 5464 5464 4'- 2" 2' - 10" 2'- 6" Precast (2) D4.5 Wire 2 - #3 NONE 4062 10000 7229 4'- 4" 3- 0" 2' - 8" Precast 2 - #2 2 - #2 NONE 1758 4946 4361 _72_29 4'- 6" 3' - 2" 2'- 10" Precast 2 -#2 2 - #2 NONE 1616 4526 4016 _4361 4016 4' - 8" 3' - 4" 3- 0" Precast (2) D4.5 Wire 2 - #3 NONE 3011 6797 5100 5100 5' - 8" 4- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 2698 2903 2586 _ 2586 5'- 10" 4' - 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 2533 2754 2461 2461 6'- 8" 5' - 4" 5'- 0" Precast 2 - #2 2 - #4 NONE 2360 2360 1921 1920 T- 0" 5'- 8" 5'- 4" Precast 2 - #2 2 - #4 NONE 2175 2175 1733 1783 7- 6" 6' - 2" 5' - 10" Precast 2 - #2 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" 8' - 4" 8'- 0" Precast 2-#2 2-#4 NONE 1250 1257 884 1 __1133 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 32" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE. TYPE TOP BAR BOTTOM BARS GRAVITY _ UPLIFT (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DW DET. DX DET. DVV & DX DET. DY 3'- 8" 2'- 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 6540* 8675* 8704* 8702 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* 4'- 6" 3- 2" 2' - 10" Precast 2 - #2 2 - #2 NONE 4146* 6827* 6856* _7055* _ 6856** 4'- 8" 3'- 4" 3- 0" Precast (2) D4.5 Wire 2 - #3 NONE 7102* 7250* 7250* 7250* 6- 8" 4- 4" 4'- 0" Precast 2 - #2 2 - #3 NONE 4336* 5500* 4733 6- 10" 4' - 6" 4'- 2" Precast 2 - #2 2 - #3 NONE 4218 10000 4451 _55_00* 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" 6- 10" Precast 2 - #2 2 - #4 NONE 5971 8121 2621 6409 7- 8" 6' - 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 3832 10000 2715 9482 9' - 8" 8'- 4" 1 8' - 0" Precast 2 - #2 2 - #4 NONE 1 2211 14137 1546 1 3779 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE uuuuuuu uuuuu u r r r r r r PUT' DET. 'a' T. ' ' DET. '6' 2ET. 'r' DET. YP * . -t.. 2' FCE66 2' CEaS ED T. 'DA' DET. MI` DET. 'DC' DET. 'DF' DET. "DJ' DET. IX PET. TV %fir • r rr r r r r r r r r r r- L I�LVy-W T. 'DGY NOTE #1: (1) #4 MIN. REQUIRED FOR DEEP BEAM ONLY GRAVITY & UPLIFT SAFE LOADS (PLF) 8" x 20" RECESS DOOR HEADERS _ -�� LINTEL. LENGTH --- CLEAR SPAN -- DOOR SIZE --- TYPE TOP BAR BOTTOM BARS GRAVITY UPLIFT (0)#5L (1)/#5U (1)##SL (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U A B DET. DM DET. DIN DIET. DM & DN DET. DP 31� 8" _ 2' - 4" 2'- 0" Precast 2 - #2 2 - #2 NONE 3552 6213* 6213* 6213* 4' - 0"N 2'- 8" 2'- 4' Precast 2 - #2 2 - #2 NONE 2923 9877 5379 10000 2"- - 2' - 10" 2'- roll Precast (2.) D4.5 Wire 2 - #3 NONE 5444 10000 6633 10000 4'- 4"- 3' 0" _S-2" 2'- 8" Precast 2 - #2 2 - #2 NONE 2445 8288 4520 8262 4' -roll 7-10" Precast 2-#2 2 - #2 NONE 2248 7632 4166 7332 4' - 8" 3'- 4" 3- 0" Precast (2) D4.5 Wire 2 - #3 NONE 1 4037 10000 4925 10000 5' 8" 4'- 4" 4' - 0" Precast 2 - #2 2 - #3 NONE 3711 4722 2542 4101 5' - 10" 4' - 6" V -• 2" Precast 2 •- #2 2 - #3 NONE 3485 4417 2391 3858 6- 8" 6- 4" v - 0" Precast 2 - #2 2 - #4 NONE 3031 3382 1803 2977 �7' - 0" 5'- 8' 5'i4" Precast 2 - #2 2 - #4 NONE 3240 3240 1627 2728 T-6" _ 0'- 2' 5- 10" Precast 2 - #2 2 - #4 NONE 2845 2845 1408 2423 7- B" 6'- 4" 6'- 0" Precast (2) D4.5 Wire 2 - #4 NONE 2163 3342 1425 2856 8'-- 4" 8' •- 0" Precast 2 - #2 2 - #4 NONE 1241 1771 1 806 1633 * LINTEL MEETS DEEP BEAM CRITERIA FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE SAFE LATERAL LOADS (PLF) 8" x 8" RECESS DOOR HEADERS LINTEL LENGTH CLEAR SPAN DOOR SIZE TYPE PLAIN SOLID DET. DA DET. DB 3' 8" 2'- 4" 2' 0" Precast 689 1185 2'.. 8" 2'- 4" Precast 570 979 479 823 4'- 6" 3' - 2" 2' - 10" Precast 441 758 4' - 4" 4'.. 0" Precast 418 733 ---5' 10" 4'- 6" 4'- 2." Precast 393 689 -6- 8"~ 5' 4" 5'- 0" Precast 389 783 7' - 0"v 5' 8" 5'.. 4" Precast 386 694 7' - 6' 6'- 2" 5' - 10" Precast _ 334 601 9' - 8" 8' - 4" �8' - 0" 1 Precast 1 197 1 354 FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE NOTE I NOTE' i IV-vy.w TAI ' T' DETAIL 'Dll' DETAIL ' Y' 'PE� 10mi 2" RECESS � Pam. '2W' PE112K DET. 'DY' TYPE DESIGNATION P - PLAIN LINTEL I rQUANTITY OF #5 BAR AT S - SOLID LINTEL 1 ! LOWER LINTEL CAVITY [8x16-P-1 L / 1 U] NOMINAL WIDTH J L_ QUANTITY OF #5 BAR NOMINAL HEIGHT AT UPPER LINTEL CAVITY NOTE M MR 3/ , DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 i o CD N Z w O L n 0 z QLn"Ln a LuU z Fa-aach 00 F-F- WW Z rn Z uj J 0 J 0 LLI m LLI Z Q 0 Q LLI J ^ - LLJ lJ X _r Z I C) - N 0. Q 0111 W U ( 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 = ±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. © 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUr WRBTEN 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 12.12.17 1.00 6TH ED. (2017) FBC UPDATES VERSION NO. 1.00 / 12.12.17 Ap `7,, eo Co 0 CV n � CO m CV Z_ w �= = Lu -� Z p� QN 2N Lu Lu �* _� Z Q LLi = Ld W ❑ SHEET TITLE: QUALITY PRECAST LOAD TABLES SHEET INFORMATION: JOB NO.: 380843 DATE ISSUED: 06.25.18 DRAWN BY: JH REVIEWED BY: TH 292 r- L< C I C` r I Lf C` C LX r --------------------------------I------------------------------I 1-0 1 I I I I I I I I I — I ,n I I' 0' 0 1'-0' (TYR) 1 (TYP.) I I I ti� OFF -RIDGE 4 0 VENT in I I I I I I I I I I I I I I I I � SLOPE 5:12 Lu SLOPE 5:12 Lu 0k I o I U I � I � I � I I I NOTE: FLA5HMG SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES N ROOF SLOPE OR NIFECTION, AND ARM ROOF OPENINGS. --------------------------------------- I I I I I I I N o I I L I C , I SLOPE 5:12 I @ I I � I I — I I I I I L------------ ---- ---I (--�_RCCF FLAN SCALE.: 1/8 =1-0 S'-(o" HEEL HGT. 8'-O" 5RC-4• HGT• 2x FRAMING AS REQ. 2x4 (TYR) SEE PLANS FOR BEAM 517E (2) 2x4 FRAMING STUCCO FINISH OVER MTL. LATHE 41/16' 055 SHEATHING 4 FRAMM AS REQUIRED SEE PLANS FOR P05T 517E POST TO CMU CONNECTOR REFER TO PLANS 2x4 SILL FRAMING Ix4 (TYP.) 2x6 (TYP) 5TUCC0 FIN15H SEE FOUNDATION PLANS — FOR FOOTER 517E 0'-0" FIN. 1=L-R. O ROOF PENT SCHEDULE O Verify with General contractor all roof vent locations, quantities, and sizes. Roof vents shall be installed for a minimum of vented area as listed below or equivalent system per 6TH ED. (2011) i=RC, RW62 Roof vents or Soffft vent Mark Location equal system (sq. Ina (sq. In.) RV I Main Roof 823 823 SEE - 12 PLAN , SEE PLAN" TRUb5E5 Lr N 15NANCE OF PLANS FROM THI5 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 eVI51ON5 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. SEE SHEET 6 FOR V MATERIAL INFO 12 1 r QI nry tI tv ni m_ S' SCORED BAND STUCCO FINISH 5EE 6/35 FOR COLUMN DETAIL ,FINISH FLOOR ELEY. V-0' 12 12 5 ❑ OFF -RIDGE VENT SHINGLE ROOF PER 5PEC5. s EULD ING 6 CTI®N SCALE: 4' SCORED RAKE (TYP.) - F26 . T. BLOCK ELEV. V-0 STUCCO FINISH SEE DET. 13/5NI FOR WEEP SCREED INFO RIDGE VENT STUCCO FINISH RIDGE VENT 5EE DET 6/35 FOR COLUMN _OL F, FLOOR ELEV. 0'-0' ELEVATION 111511 5CALE: 1/4'=1'-O' mm 5 THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 1.1 FRC R03 EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAX" SILL HEIGHT OF 44' MEASURED FROM THE FINISHED FLOOR OF THAT PARTICULAR ROOM TO THE BOTTOM OF THE CLEAR OPENING. SHINGLE ROOF PER SPECS. ....................... STUCCO FINISH �f�oO RIDGE VENT SHINGLE ROOF PER SPECS. � I � RIGHT ELEVATION 11511 -- SCALE: 1/8'=1'-0' RIDGE VENT 5NINGLE ROOF PER SPECS, • STUCCO FINISH SEE DET. 5/5NI FOR - WEEP SCREED INFO RIDGE VENT 61 5TUCC0 FINISH - ❑ SEE PET 6/35 FOR COLUMN SEE DET. B/5NI FOR -El T WEEP SCREED INFO - �- ----- - - - - F. FLOOR ELEV. 0'-0' .', LEFT ELEVATION 1111 SCALE: ISSUANCE OF PLANS FROM THI5 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 GONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THA' ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. ?s �sr.•• c. j?n`ftiFi%ski. Ftt£ DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.da nscoengineering.com CA 25948 o 0 N z Lu O50, H z Imn M aWL^ z �an`t.M 00 zc~n� W w� 0 o W ry m >_ W 7— Q O = 5� L Q Q Q J W IL- W U .''.-ILu �0t. Lu Lu'V V UxJ z -- -- o Q Q O V) U1o� o N Q 011 L0 CW cU 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 = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. © 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. (02018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.12.17 1.00 6TH ED. (2017) FBC UPDATES VERSION NO. 1.00 / 12.12.17 �a c� p� Lu CV m z Li Lu a a,=_ Lu3� Z N Q N T W wm _10 W z.n QLL zL>i V v)EL EL Z El99 Lu SHEET TITLE: ELEVATION "B" EXTERIOR ELEVATIONS & ROOF PLAN SHEET INFORMATION: JOB NO.: 380843 DATE ISSUED: 06.25.18 DRAWN BY: JH REVIEWED BY: TH 3B Wj LO CN I N N LO 1- Typical 150-200 Amp Electrical Riser Diagram POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 410 SER Alu MAIN 0 200 amp 150 amp 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, 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 REVI5ION5 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. scaLE: v4' =1'-m' FAfRTIAL ELECTRICAL FLAN = ELEVATION 11511 SCALE: 1/4'=1'-O' ELEC. METER ELECTRICAL <rz*r K)-- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 01, WEATHERPROOF DUPLEX OUTLET O F.1. GROUND FAULT INTERRUPTER DUPLEX OUTLET K;�-- HALF -SWITCHED DUPLEX OUTLET �Q SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH _t3 THREE-WAY SWITCH 1.4 FOUR-WAY SWITCH IR RHEOSTAT SWITCH -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTUK KCE55ED INCANDESCENT LIGHT FIXTURE -P� LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE (� EXHAUST FAN EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON 5WITC 4 (OPTIONAL) ® SMOKE DETECTOR (SHALL BE INTERCONNECTED) ® SMOKE/CARBON MONOXIDE DETECTOR COMBINATION I< TELEPHONE (OPTIONAL) ❑b TELEVISION (OPTIONAL) Q THERMOSTAT 0 ELECTRIC METER s ELECTRIC PANEL ® CONCOURSE BOX -m-- DISCONNECT SWITCH ®^ SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN V c , CEILING MOUNTED INCANDESCENT LIGHT FIXTURE V G " ROUGH -IN FOR OPT. CEILING FAN NOTES: L PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERIIPTER5 (GFI) AS INDICATED ON PLANS. 2. UNLE56 OTHER11I5E INDICATED, INSTALL SWITCHES t RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FNI59 FLOOR SWITCHES 42' OUTLET$__J4' TELEPHONE-14' TELEVI6ION_14' 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. SMOKE DETECTORS SHALL BE LABELED IN ACCORDANCE WITH UL 211 AT TIME OF FINAL INSPECTION. 4. ALL RECEPTACLES N SLEEPING ROOMS SHALL BE ON A AF.C.I. PROTECTED CIRCUIT. 5. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH 2O14 N.E.C., 6TH ED. (2011) FBC, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND OWNANCES. 6. ARC FAULT RECEPTACLES IN ALL BEDROOMS PER 2014 NEC. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXP ES 5HOWN ARE FOR LOCATION PURPOSES. a,E:,a.:id�:.. L;.::,f,.',:... �:. .MFVMrcil..•.«:� :Q...�F;t::::.a..:::::ySC't":;::.a�^�:�:�3;t> �<<5` yvs��.•`Y: tla'..:'t;0:.(fi'� {v 3 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 E ZW z N ko M kD a(nMln �wL-LJ� Z Fa-aar� 00 < Z�� Wz� W 0 o ko I.0 W Z Q 0— Q JU-11 Q LJJ - CL w LU V w X 0 _Q 0 Q � Q Q U 1-0 CV Q 011 W U L0 M Q THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IF IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 0 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WrrHOUT 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 12.12.17 1.00 6TH ED. (2017) FBC UPDATES VERSION NO. 1.00 / 12.12.17 SHEET TITLE: ELECTRICAL PLAN SHEET INFORMATION: JOB NO.: 380843 DATE ISSUED: 06.25.18 DRAWN BY: JH REVIEWED BY: TH 4 w, CD CV i CV CV LO r� U P CONNECTON CHART COMECTION QTY. CONN. C;AP C]ITY'Pbs) FASTENERS" PER <CONK HTA20 1 1870 9- 0d x 11/Z RT18A 1 1160 Q-18d x I t'Z' 8-10 kDouble connectors to be pied diagonally to each otter. not drime, nafts thfolagh the truss ptateon the opposite side of the truss vu1' ich could force the plate off the tom- 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. v USP RrIbA ® EA. TRUSS e BEAM (TYP) I.4 o 0 L7 Y USP HTA20 EA� U U e MASONRY (TYP) J J Q Q (U N — CU N � L GIRDER /� ------ ------------------------------------------- 3 d USP HTA20 is EA TRUSS e MASONRY (TYP) I o m — 2/12 VAULT CLG,_ 9'-4' CEILING 8'-0' CEILING I I I �L I I � O I I I � d 3 a d W RI \ o I 8'-0' CEILING 9'-4' CEILING 8'--0' CEII_ING�-- -- A W A 8'-0" CEILING Q � P7 9'-4" CEILING 13 �' U5P WTA20 f EA, TRUSS e MASONRY (TYP) AHIJ N CH SE 9'-4' CEILING U Z H � W � O Z � Z c OD USP WTA20 D (SIM. W/ U5P RTIbM uSP HrA2m 55 : 3W" R 3 ILO HGAM10) U : 10430 usP WTA20 SI-IEarNE RooF PRIOR TO OVER BUILD GIRDER LLL D N L urazm gg Ea r a MASONRY (M USP HTA20 g EA. TIt 8'-0' CEILING e MASONRY (TYP.) USP RTIbA a EA S Il II e BEAM (TYP.) OF FRAM f N PLAN (SIM. W/ BEAM ILO 4 FRAME WALL) 55 13'-4' 5'-4' 31'-41 -------___-- _ 20'-0' 30'-01------------ ----- TRU55 FRAMING NOT 5 ALL CONNECTIONS PER U5P CATALOG (LATEST EDITION). CONTACT ENGINEER FOR ALTERNATE CONNECTIONS 2 PRE-ENGINEERED WOOD M55E5 SPACED 6 24' O/C TYPICAL, UNLE55 NOTED OTHERW15E SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF INFORMATION. TRU55 TO TRU55 ATTACHMENT PER TRUSS MANUFACTURER UPLIFT VALUES SHOWN ARE CALCULATED 5A5ED ON CONSERVATIVE APPROACH AND CAN RE DIFFERENT FROM TRUSS MANUFACTURER'S VALUES IF THE CONTRACTOR, TRUSS MANUFACTURER, OR OTHER DE51GN PROFESSIONALS REV15E THE SHOWN INFORMATION, DAN5CO ENGINEERING, LLC 15 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH DE51GN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT. �alcn >tI��11I y y3� 3 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.da nscoengineering.com CA 25948 rXo 0 N z w In O5^ o^ Q re)T tun) L- z FQ-°-nQ.r� <¢ o z t; F' W W ZLU J O o t� d' W LL m W z Q � — /�0 Lim Q Q W O W U W Q � � J 0L1rhJ w I Z"00, Q 0< UV) N Q � L U C) M LO 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 = i0.18) 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 DRAWING ONLY. © 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LEN NAR CORPORATION. 02018-TH ESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.12.17 1.00 6TH ED. 2017) FBC UPDATES VERSION NO. 1.00 / 12.12.17 J/j /f4/ i L TJ LLJ �CD�». cc a 0. z Ir F, e ¢• r� GO J h0 OC1-j mz z ULJa `U� z W h Q � N W w� _10 W �* �* z 12w w E �n: (�� W ❑ L19 SHEET TITLE: ROOF FRAMING PLAN ELEVATION "B" SHEET INFORMATION: JOB NO.: 380843 DATE ISSUED: 06.25.18 DRAWN BY: JH REVIEWED BY: TH 5B u C r Lj C V r C 4 I 7 g;_.x:'.:,•��:x�.... .may, f DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p.813.645.0166 f. 813.645.9698 www.danscoerigineedng.com CA 25948 i O O N W 0 O z 0- L'L Ln � W z < 00 Q Z W WC) 0 Lu m Lu z Q =o � ci- ^ Q LL, Q W _J Z I W Q 0 Q V) UNO� N Q W U L0 Q 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 DRAWING ONLY. ® 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. © 2018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. _ REVISION: DATE DESCRIPTION 12.12.17 1.00 6TH ED. (2 17 FBC UPDATES VERSION NO. 1.00 / 12.12.17 SHEET TITLE: FOAM TRIM DETAILS SHEET INFORMATION: JOB NO.: 380843 DATE ISSUED: 06.25.18 DRAWN BY: JH REVIEWED BY: TH 6 W LO O CV t\ CV CV LO r— SPFG I F I GAT I ONS I. I. CONSTRUCTION I. I. I. AGI 3lb-14 BUILDING CODE REQUIREMENTS FOR 5TRUGTURAL GONGRETE I. I. 2. ASGES/AG1530-I3, T 5 02-I6 4 A5GE(91AGI 550.1-13, TM5 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. I. I. 3. ASTM G270-12a, G476-10, AND Gq0-14 5PEGIFIGATION5 FOR MASONRY STRUCTURES I. 1.4. NATIONAL DE51GN 5PEGIFIGATIONS (NDS) FOR HOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. I. 1.5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), bth EDITION (2017) "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AI5G) "DESIGN SPEGIFIGATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TPI 1-14. I. 2. DE51ON : I. 2. I. AGI 5lb-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE I. 2. 2. ASGE5/AGI 530-13, TMS 402-16 t A5CE6/AGI 530.1-15, TMS C902-16 SPEGIFIGATION5 FOR MASONRY STRUCTURES. I. 2. 3. ASTM G270-12a, G476-10, AND GG0-14 SPECIFICATIONS FOR MASONRY STRUCTURES I. 2. 4. NATIONAL DE515N SPECIFICATIONS (NOS) FOR HOOD CONSTRUCTION, 2015 EDITION, AND ALL ACGOMPANYING SUPPLEMENTS. I. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2, 6. FLORIDA RESIDENTIAL CODE (FRG), FLOR10A BUILDING CODE (FBG), 6th EDITION (2017) I. 3. SHOP DRANINC5 : I. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP PRAHIN65 WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. I. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. I. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE 515NED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE : DRAWIN05 AND CALCULATIONS, REAGTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESION LOAD5 THI5 STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 6th ED. (2017) FLORIDA BUILDING CODE, RESIDENTIAL BUILDING CATEGORY: II 2.1. DEAD LOADS ROOF TILE (TG=15P5F, BG=IOPSF) 25P5F ASPHALT SHINGLE (TG=7P5F, BG=IOPSF) I7PSF METAL (TG= I OPSF, BG= I OPSF) 20PSF FLOOR TILE (GERAMIG, 1/2" MORTAR BED) 25P5F CARPET OR HOOD 15PSF 2. 2. LIVE LOADS : ROOF 20FSF FLOOR ONE- AND THO-FAMILY DWELLINGS UNINHABITABLE ATTIC, NO STORAGE IOP5F UNINHABITABLE ATTIC, LIMITED STORAGE 20PSF HABITABLE ATTICS, SLEEPING AREAS 3OP5F OTHER 40PSF EXTERIOR DECKS SAME AS OCCUPANCY SERVED RAILING - NONGONGURRENT 50PLF OR 200LB LIVE LOAD REDUCTIONS PER CODE 2. 3, ROOF SNON LOAD DATA: GROUND SNOW LOAD, Pg = N/A 2. 4. HIND LOADS : BASIC HIND SPEED, V (3-SEC. GU5T) 140MPH (Vasd=IObMPH) WIND EXPOSURE C INTERNAL PRESSURE GOEFFIGIENT +/-0.10 GffG DESIGN PRESSURE SEE PLAN WIND BORNE DEBRIS PROTECTION 5HUTTER/IMPAGT GLA55 2. 5. SEISM IG DESIGN DATA: SEISMIC IMPORTANCE FACTOR, 1. LO SEISMIC RISK CATEGORY II MAPPED SPA, 55,51 N/A 51TE GLASS A DESIGN 5RG, 5D5, 5DI N/A SEISMIC DESIGN CATEGORY N/A BASIC SFR5 MASONRY HALLS DESIGN BASE SHEAR, (UNFAGTORED) N/A SEISMIC RESPONSE COEFFICIENT, G5 WA RESPONSE MODIFICATION FACTOR, R N/A ANALYSIS PROCEDURE ELF 2. 6. FLOOD DE51 CAN DATA: DATUM NAVPbb FLOOD ZONE 1xii BASE FLOOD ELEVATION: N/A LOWEST PROPOSED FLOOR ELEVATIONS N/A 3. DFFLFGTIONS: LIVE LOAD L/360 TOTAL LOAD L/240 4. MATERIALS 4.1. RE I NFORG I NO STEEL 4. I. I. REINFORCING STEEL SHALL BE ASTM A615/Ab15M-Oq GRADE 40, f'y = 40 Ksi 4. 1.2. LAP SPLICE SHALL BE A5 FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15" 4. I. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE GENTERLINE OF EACH BAR EXCEPT HHERE THE COVER DIMEN5ION 15 SHOHN TO THE FACE OF THE CONCRETE. 4. I. 4. REINFORGING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1.5. REINFORGING MEGHANIGAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. I. 6. DESIGN GOVER REQUIREMENT5 : G-I-P CONCRETE FORMED AGAINST EARTH : 511 G-I-P CONCRETE EXPOSED TO EXTERIOR : 2" G-I-P CONCRETE NOT EXPOSED : IV2" GROUT FILLED MASONRY : 3/4 WELDED HIRE FABRIC, (HHF): A1064/A1064M-16a 4. I. b. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315-LATE5T EDITION. 4. 2. CONCRETE : 4. 2. I. MODULES OF CONCRETE TYPE MIN. 28 DAY DESIGN (f'c) ELA5TIGITY DESIGN (E) G-I-P CONCRETE (NORMAL HEIGHT) 2,500 Psi 2,850 Ksi G-I-P GONGRETE (NORMAL HEIGHT) HERNANDO CO. ONLY 5,000 Psl 5,122 Ksi G-I-P GROUT 1 5,000 Psi 1 5,122 Ksi 4. 2. 2. CONCRETE SHALL CONSIST OF I" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE 5PEGIFIGATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL GON515T OF PEA ROCK (3/b" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 4. CONSTRUCTION JOINTS HILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND GURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXGLUDING EXTERIOR WALKWAYS & DRIVEHAY5) 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 HHF IN TOP OF 1-1/2" OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. HWF CONTRACTORS DISCRETION. 4. 2. 7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE H/ ALL AGI- MGP 2017 STANDARDS. 4.5. CONCRETE MASONRY : 4. 3. I. FILLED CELLS W (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM G90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS a CAVITIES BELOW GRADE HILL BE FILLED H/ CONCRETE IN ALL STEM HALLS 4. 3. 4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM 4. 5. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE HITH THE 5PEGIFIGATION5 AS STATED. 4. 3. 6. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY CONSTRUCTION. 4. 3. 7. MASONRY ROUGH OPENING MAY VARY IN THE GROSS SECTION DIMENSION OR ELEVATION DIMENSION SPECIFIED ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER SECTION R606.3.1.1 4.4. STRUGTURAL LUMBER : 4. 4. 1.1. INTERIOR LOAD BEARING HALLS 5PF STUD OR BETTER, fb = 675 PSI, E = 1200 Ksi ALL EXTERIOR FRAMING 5PF #2 OR BETTER, fb = 8?5 PSI, E = 1,40OK51 4. 4. 1.2. ALL FRAME HALLS TO BE CONSTRUCTED USING 5PF , STUD QUALITY OR BETTER, UNLESS NOTED OTHERWISE 4. 4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 4. IF 05B BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4. 4. 5. ONLY 5TRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN CONTACT WITH GONGRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4. 4. 6. HHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER 15 TO SUBMIT SHOP DRAWIN65 TO THE ENGINEER OF RECORD. 4. 4. 7. DESIGN, FABRICATE AND ERECT HOOD TRUSSES IN AGGORDANGE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-14, BG51 2015 4. 4. 5. UNTREATED HOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS HITHOUT WOODEN TOP PLATES. 4. 4. q. ALL EXTERIOR FRAME HALLS SHALL BE STUCCO FINISH AND SHALL BE APPLIED IN 5TRIGT AGGORDANGE HITH THE FRG SECTION R703.7.2 AND HITH ASTM G0126 INCLUDING THE REFERENCE IN ASTM Gc12b SECTION b TO SECTION XI.4.2 OF THE APPENDIX - 7/&" TOTAL THICKNESS APPLIED IN THREE LAYERS (3/8" - 3/6" - /,59 OVER METAL LATH OVER HATER RESISTIVE BARRIER. THE HATER RESISTIVE BARRIER SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER HITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND SHALL BE ATTACHED DIRECTLY TO THE 5HEATHING OVER FLASHING INSTALLED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE AND MANUFAGTURER'5 5PEGIFIGATIONS. GURING TIME FOR 3-GOAT 5T000O, EACH GOAT SHALL BE KEPT IN A MOIST CONDITION FOR AT LEAST 45 HOURS PRIOR TO THE APPLICATION OF THE NEXT GOAT. THE 2ND COAT SHALL NOT BE APPLIED SOONER THAN 4b HRS AFTER APPLICATION OF THE I5T GOAT. THE FINISH GOAT SHALL NOT BE APPLIED SOONER THAN 7 DAYS AFTER THE APPLICATION OF THE 2ND GOAT. UNLESS APPLICATIONS INSTALLED IN AGGORDANGE HITH ASTM Gg26 INGLUDING THE REFERENCE IN A5TM GG26 5EGT10N b TO SECTION XI.4.2 OF THE APPENDIX 4. 4. 10. INSTALLATION OF EXTERIOR LATHING a FRAMING SHALL COMPLY TO A5TM G 1063 PER FLORIDA RESIDENTIAL GODE R703.7.1 4. 4. II. FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF PRE5ERVATIVELY TREATED HOOD SHALL BE TREATED IN THE FIELD IN AGGORDANCE WITH AHPA M 4 4. 5. FASTENERS AND TIE DOWNS : 4. 5. I. FASTENERS AND TIE DOHNS SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, CHANNELS : ASTM A36/36M 08 Fy = 36 K51 ROUND METAL PIPE : ASTM A53/A53M-12, GRADE B Fy = 35 Ksi SQUARE METAL TUBING : A5TM A500-13, GRADE B Fy = 46K5i HIGH STRENGTH BOLTS : ASTM A525-14 MACHINE BOLTS : GALVANIZED ASTM A307-12 4. 5. 2• SHEET METAL AGGES50RIES SHALL CONFORM TO : Fy = 33KsiWITH GqO GALVANIZED COATING IN ACCORDANCE WITH A5TM A525-q3. 4. 5. 3. NAILS SHALL GON515T OF : COMMON HIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : bd = 0.151", IOd = 0.14b", 12d = 0.14b", 16d = 0.162". 4. 5. 4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -GORRO5IVE GOATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOHNS ARE TO PROVIDE THE UPLIFT CAPACITY GALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWN5, BEAM HANGERS, J0I5T HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED 'JBOLT5 USED FOR UPLIFT ARE TO BE NET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 5. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND HALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4. 5. q. POST -INSTALLED ANCHORS INTO CONCRETE I. P05T-IN5TALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE GONTRAGTOR SHALL OBTAIN APPROVAL FROM DANSGO ENGINEERING, LLG PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED GAST-IN-PLACE ANCHORS. 2. GARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR. 3. HOLES SHALL BE DRILLED AND GLEANED IN AGGORDANGE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS (MPII). 4. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW SHALL BE SUBMITTED BY THE GONTRAGTOR TO DE ALONG WITH CALCULATIONS THAT ARE PREPARED 8 SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE 5UB5TITUTED PRODUCT 15 CAPABLE OF AGHIEVING EQUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(5) AS REQUIRED BY THE FLORIDA BUILDING CODE. 5. PROVIDE PERIODIC SPECIAL INSPECTION FOR THRESHOLD BUILDINGS FOR ALL ADHESIVE AND MEGHANIGAL ANCHORS PER THE PRODUCT'S FLORIDA PRODUCT APPROVAL. 6. CONTACT MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND INSTALLATION OF ANCHORS AND FOR PRODUCT RELATED QUE5TION5 AND AVAILABILITY. GALL SIMPSON STRONG -TIE AT (500) qqq-5Ociq. GALL HILTI AT (866) 445-bb27. 7. MEGHANIGAL ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH AGI 555.2 AND IGG-E5 AGIg3 FOR CRACKED AND UNGRAGKED GONGRETE REGOGNITION. PRE -APPROVED MEGHANIGAL ANCHORS INCLUDE: A) SGREH: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KWIK HUS-EZ" B) EXPANSION: 51MP50N STRONG -TIE "STRONG -BOLT 2" OR HILTI "KWIK BOLT TZ" b. ADHESIVE ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE HITH AGI 355.4 AND IGG-E5 AG30b FOR GRAGKED AND UNGRACKED CONCRETE RECOGNITION. ADHESIVE ANGHOR5 SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS PER AGI 31b-14 D.2.2. HOLES SHALL BE DRY AT THE TIME OF INSTALLATION. ADHE51VE5 SHALL HAVE MAX. IN-SERVIGE SHORT-TERM TEMPERATURE OF 150°F, AND MAX. IN-SERVICE LONG-TERM TEMPERATURE OF 110°F (AGI 318 PA.2.0. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: A) EPDXY: 51MP50N STRONG -TIE "SET-XP" OR HILTI "HIT -RE 500-5D" B) FAST CURE: SIMP50N STRONG -TIE "AT-XP" OR HILTI "HIT-HY 200" 4. 5. 10. P05T-IN5TALLED ANGHOR5 INTO MASONRY I. MEGHANIGAL ANCHORS INSTALLED IN SOLID -GROUTED CONCRETE MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE WITH IGG-E5 AGOI OR AGI06. PRE -APPROVED MEGHANIGAL ANCHORS INCLUDE: A) SGREH: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KWIK HUS-EZ" B) EXPANSION: 51MP50N STRONG -TIE "5TRON5-13OLT 2", "WEDGE -ALL" OR HILTI "KWIK BOLT 5" 2. ADHESIVE ANCHORS INSTALLED IN SOLID -GROUTED CONCRETE MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE WITH IGG-E5 AG58. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: A) EPDXY: SIMPSON STRONG -TIE "SET-XP" B) FAST CURE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 70" 3. ADHESIVE ANCHORS INSTALLED IN HOLLOW CONCRETE MASONRY � UNREINFORGED CLAY BRICK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE HITH IGG-E5 AG58 OR AG60, RESPECTIVELY. PRE -APPROVED ADHESIVE ANGHOR5 INCLUDE: A) SIMPSON STRONG -TIE "SET" OR HILTI "HIT-HY 70" 4. THE APPROPRIATE SCREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANCHORS INSTALLED IN HOLLOW CONCRETE MASONRY OR UNREINFORGED CLAY BRICK MASONRY AS REQUIRED BY THE ADHESIVE MANUFACTURER. 4. 6. MICRO -LAM LUMBER: 4, b. I. MIC O- AM STRESS GRADES SHALL PROVIDE THE FOLLONINO MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,g50 PSI Ft = 1,550 PSI Fr_ = 500 P51 (PERPENDICULAR) Fr_ = 2,700 (PARALLEL) 4.1. STEEL: Fv = 285 F51 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, OUALIFI.ED STEEL_ ERECTOR. 4. 7. 2• FABRICATE AND ERECT ALL. STRUCTURAL STEEL. IN AGGORDANGE HITH A.I F.G. "5PEGIFIGATION FOR THE DESIGN, FABRICATION, AND ERECTION OF 57RUC11)R.AL. STEEL FOR BUILDINGS". 4.15. 5TRUCTURAL STEEL: ASTM A3(9/36M 05. 4.7. 4. STEEL TUBING: ASTM A500-10, GRADE B. 4, 7. 5. HELPED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET HELD S 3/1611, AHS CERTIFIED HELPERS. GERTIFIGATION PAPERS TO BE SUBMITTED UPON REOUE5T. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HEB STIFFENER PLATES ON EAGH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME 15 "NON -SELF SUPPORTING". APEOUATE TEMPOf-ZARY 5UPPORT- SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED GONNEGTION`=+ OR ELEMENTS ARE IN PLACE. 4. 8. SO L: 4. 5. I. THE FOOTING IS DESIGNED BASE ON 2000 PSF 501L BEARING PRESSURE. GONTRAGTOR/OHNER SHALL_ VERIFY SOIL BEARING PRESSURE OF THE PROPOSED SITI_. 4• 5. 2• ALL 501L 15 TO BE GLEAN � POISONED FOR TERMITES PER FBG 6TH EDITION (201-1) RESIDENTIAL SECTIONS R318.1, R31b.2, R318.3, 4 R318.7 TERMITE PROTECTION - PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT • SOIL CHEMICAL BARRIER METHOD a OTHER TREATMENT - MUST SPECIFY PROPOSED METHOD AND .SUBMIT DOCUMENTATION, HHIG SUBSTANTIATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTECTION SYSTEM OR METHOD. IF GHEM I GAL SO 1 L TERMITE TREATMENT IS USED 1. FBG 105.11- "A PERMANENT SIGN WHIGH IDENTIFIES THE TERMITE TREATI-IIEN:f PROVIDER AND NEED FOR RE-IN5PEGTION AND TREATMENT GONTRAGT RENEWAL- SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE HATER HEATER OR ELECTRIC PANEL" 2. GONDEN5ATE AND ROOF DOHN5POUT5 SHALL P15GHAROE AT LEAST 1'-0" AWAY FROM THE BUILDING SIDE HALLS. 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEAPS 5HAI_L NOT BE INSTALLED HITHIN 1'-0" OF THE BUILDING 51DE HALL. 4. FBG R318.7 - IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, GLEARANGE BETWEEN EXTERIOR WALL GOVERINGS AND FINAL_ EARTH GRADE ON THE EXTERIOR OF A BUILDING HALL NOT BE LE55 THAN 6 INCHES (152 MM) EXCEPTIONS: 1. PAINT OR DEGORATIVE GEMENTITIOU5 FINISH LESS THAN j INCH (1-1.1 MM) THIGK ADHERED DIREGTLY TO THE MASONRY FOUNDATION SIDEWALL_, 2. ACCESS OR VEHICLE RAMPS WHIGH R15E TO THE INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH RAMPS ONLY. 3. A 4 INGH (102 MM) INSPECTION _PAGE ABOVE PATIO AND GARAGE SEAL._ AND ENTRY AREAS. 4. IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR FIN15H FLOOR EL_EV 710N5 ON MASONRY CONSTRUCTION ONLY. 5. MASONRY VENEERS CONSTRUCTED IN ACCORDANCE b�41TH SECTION R311Ps.4. 5. R318.1.1 IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL CHEMICAL 501L TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BAGKFILLING AND COMPACTION 15 GOMPLETE. 6. R318.1.2 IF 501L TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL AREA DISTURBED AFTER INITIAL CHEMICAL 501L TREATMENT 51-IALL BE RETREATED WITH A CHEMICAL 501L TREATMENT INCLUDING SPACES BOXED OR FORMED. 7. R318.1.3 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE 5UBSEOUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC OR METAL PERMANENTLY PLACED FORMS OF 5UFFIGIENT PEPTH TO ELIMINATE ANY PLANNED 501L DISTURBANCE AFTER INITIAL GHEMIGAL- 501L TREATMENT. 6. R318.1.4 IF 501L TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICALLY TREATED 501L SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL.. OGCUR5 BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT 15 REQUIREP. ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNTIL._ THE CONCRETE FLOOR 15 POURED, SHALL BE DONE IN SUCH MANNER. AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. q. R315.1.5 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR GHEMIGAL SOIL TREATMENT, T-O ENHANCE VERTICAL PENETRATION OF THE CHEMICALS. 10. R30.1.6 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICAL 501L TREATMENTS SHALL AL50 BE APPLIED UNDER ALL EXTERIOR CONCRETE OF GRAPE WITH I FOOT (505 MM) OF THE PRIMARY STRUCTURE SIDEHALL5. AL E,0, A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER GON5TRUGTION 15 COMPLETED, INGLUDING INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER INSTALLATION. ANY SOIL_ DISTURBED AFTER THE GHEMIGAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. 11, R31b.17 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5EGTION R31W.1. THROUGH 5EGTION R315.1.6 DO NOT APPLY; HOWEVER, A SIGNED CONTRACT ASSURING THE. INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS FROM THE ISSUE OF THE CERTIFICATE OF OGGUPANGY SHAL._L. BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. IF THE BAITING SYSTEM DIRECTIONS FOR U5 REQUIRE A MONITORING PHA5E PRIOR -1-0 INSTALLATION OF THE PESTIGIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE MONITORING PHASE COMPONENTS 514ALL BE DEEMED TO CONSTITUTE INSTALLATION OF THE SYSTEM. 12. R318.1.6 IF A REGISTERED TERMITIGIDE FORMULATED AND REGI5TER.ED AS A HOOD TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5EG7ION53 F,1 30.1.1 THROUGH R316.1.6 DO NOT APPLY. APPLICATION OF THE HOOD TREATMENT TE.RNfITICIDES SHALL BE AS REQUIRED BY LABEL DIRECTIONS FOR USE, AND MUST BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. 15. R50.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITIGIDE5, INCLUDING, SOIL APPLIED PESTIGIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FUR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, REGISTERED TERMITIGIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL_ BE 155UEP TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE HITH RULES AND LAH5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 14. R318.2 PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLULO5E-GONTAININ0 MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTEGTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH (0.25 MM), AND BE SEALED HITHIN THE SLAB U51NO A NON-GORRO5IVE CLAMPING DEVICE TO ELIMINATE T14E .ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TER.MITIGIDES SHALL BE APPLIED IN51DE THE SLEEVE. 15. R31b.3 GLEANING. CELLS AND CAVITIES IN MASONRY UNITS AND AIR 6AP5 BETWEEN BRIGK, STONE OR MASONRY VENEERS AND THE 5TRUGTURE SHALL. BE GLEANED OF ALL NON -PRESERVATIVE -TREATED OR NON -NATURALLY DURABLE WOOD, OR OTHER GELLUL05E-GONTAININO MATERIAL PRIOR TO CONCRETE PLACEMENT. EXCEPTION: INORGANIG MATERIAL MANUFACTURED FOR GLO51N6 CELLS iN FOUNDATION GONGRETE MASONRY UNIT CONSTRUCTION OR CLEAN EARTH FILL PLACED IN CONCRETE MASONRY UNIT VOIDS BELOW SLAB LEVEL BEFORE TERMITE TREATMENT IS PERFORMED. 4. 5 .5. SOIL 15 TO BE COMPACTED TO q5% MODIFIED PROCTOR. AS DEFINED BY A5TM D 1557-12e.1 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS NI -THIN .24" A„F.F, OR SENTRIGON SYSTEM TO BE USED 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-GOR" PRODUCT OR 5ENTRIGON SYSTEM, METHODS MUST BE DETERMINED AT PERMIT 5TAGE . 2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF HOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSEGT INFESTATION. REGU I RED SAFETY OLAZ I NO IN HAZARDOUS L OCATI ON5 SAFETY GLAZING (RE: FRG R308.4) R305.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC, HAZARDOUS LOGATION5 FOR THE PURPOSES OF GLAZING: I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS. EXCEPTIONS: I. GLAZED OPENINGS OF A SIZE THROUGH WHIGH A 3-INGH DIAMETER (76 mm) SPHERE 15 UNABLE TO PASS. 2. DECORATIVE GLAZING. 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: I. HHERE THE GLAZING 15 WITHIN 24 INCHES (610 MM) OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A GLOSED POSITION. 2. HHERE THE GLAZING 15 ON A HALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES (610 MM) OF THE HINGE 51DE 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. HHERE ACCESS THROUGH THE DOOR 15 TO A CLOSET OR STORAGE AREA 3 FEET (c114 MM) OR LE55 IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY HITH SECTION R305.4.3. 4. GLAZING THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO DOORS 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE WINDOW THAT MEETS ALL OF THE FOLLOWING CONDITIONS: I. THE EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN q SQUARE FEET (0.836m'); AND 2. THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN lb INCHES (457 mm) ABOVE THE FLOOR; AND 3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INCHES (q14 mm) ABOVE THE FLOOR; AND 4. ONE OR MORE WALKING SURFACE ARE HITHIN 36 INCHES (c114 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: I. DECORATIVE GLAZING. 2. HHEN A HORIZONTAL RAIL 15 INSTALLED ON THE AGGE551BLE 5IDE(5) OF THE GLAZING 34 TO 38 INCHES (846 TO q65) ABOVE THE HALKING SURFACE. THE RAIL SHALL BE CAPABLE OF HITH5TANDIN5 A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/m) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 1/2" INCHES Ob mm) IN GRO55 SECTIONAL HEIGHT. 3. OUTBOARD PANES IN INSULATING GLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS HHEN THE BOTTOM EDGE OF THE GLA55 IS 25 FEET (7620 mm) OR MORE ABOVE GRAPE, A ROOF, HALKING SURFACES OR OTHER HORIZONTAL (HITHIN 45 DEGREES (O.q7 RAD) OR HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE 5TRUCTURAL BALUSTER PANELS AND NON5TRUGTURAL INFILL PANELS. 5. GLAZING IN HALLS, ENGL05URE5 OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, HHIRLPOOL5, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS HHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE GON5IDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT 15 MORE THAN 60 INCHES (1524 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE HATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR 5HIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. 6. GI-AZINO WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 36 INCHES (q14 MM) ABOVE THE PLANE OF THE ADJAGENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE GON51DERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: I. HHERE A RAIL IS INSTALLED ON THE ACCESSIBLE 51DE(5) OF THE GLAZING 34 TO 38 INCHES 064 TO ci(95 MM) ABOVE THE HALKING 5URFAGE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) WITHOUT CONTACTING THE CLASS AND HAVE A GRO55-5EGTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INCHES (38 MM). 2. GLAZING 36 INCHES (r114 MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING 5URFAGE. 7. Gl-AZINO ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY HHERE THE GLAZING IS LE55 THAN 36 INCHES M14 MM) ABOVE THE LANDING AND WITHIN A 60-INGH (1524 MM) HORIZONTAL ARG LE55 THAN 180 DEGREE5 FROM THE BOTTOM TREAD N051NO SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTION: THE GLAZING 15 PROTECTED BY A GUARD COMPLYING WITH SECTION R312 AND THE PLANE OF THE 6LA55 IS MORE THAN 15 INGHE5 (457 MM) FROM THE GUARD. NOTE IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWIN65 BEFORE CONSTRUCTION BEGINS. DAN5GO ENGINEERING, LLC, 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DE510N PROFE5510NAL5' SHOP DRAWINGS, GONTRAGTORS' BUILDING METHODS, AND THESE 516NED AND SEALED DRAWIN65 MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DE51ON SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ATTENTION: CHEMICAL GHANGE5 IN PRESSURE TREATED WOODS AS OF DEGEMBER 515T, 2005, CHROMATED COPPER ARSENATE (GGA-G) HILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED HOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE GGA-G. MANY OF THE NEA PRESSURE TREATED HOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT 15 THE GONTRAGTOR'5 RE5PON51BILITY TO VERIFY THE TYPE OF HOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, AGO-C, AGO-D, GBA-A, OR GA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (5BX) DOES NOT. HO ST GASE DES I O N PRESSURE TABLE BUILDING DATA WIND SPEED 140 MPH (Vasd 108 MPH) WIND EXPOSURE -- 'C' (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.15 ENCLOSED BLDG) DESIGN WIND PRE56URE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) : END ZONE IS ONLY WITHIN 5'-0' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS (ASD PRESSURES) 140 MPH + 25.6 PSF / - 34.3 PSF (END) UNLESS NOTED ON FLOOR PLANS + 25.6 PSF / - 21.1 PSF (INTERIOR) UNLESS NOTED ON FLOOR PLANS GARAGE DOORS (ASD PRESSURES) SINGLE 9x1 + 22.3 PSF / - 25.3 PSF DOUBLE 1(ox1 + 21.4 PSF / - 23.8 PSF DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineenng.com CA 25948 i C)CDN W � O� Crn D� lPf J w� g� Z a �aM � QH Ww� Z W w C r l L C r % 9, cn 6� CCL ) Lij CUi 011 CL ) L Lu 2 LLI Lu RAFTER SPAN TABLE MEMBER SIZE AND 5PACING(l) MAXIMUM LENGTH MEMBER CONNECTIONS* 2' X 4' 6 16' O.G. 1'-5' (2) 16d TOENAILS 2' X 6' 6 16' O.G. 10'-8' (2) 111 TOENAILS 2' X 8' 6 16' O.C.. 13'-9' (3) 111 TOENAILS 2' X 10' -0 1111 111 (1) USP HTW20 OR (3) 111 TOENAILS 2' X 12' 6 16' O.C. 19'-3' (1) USP PTW20 OR (4) 11 TOENAILS 2' X 4' 6 24' O.G. 0 -1' (2) 111 TOENAILS 2' X 6' 6 24' O.G. S'-0 (2) 111 TOENAILS 2' X 8' -8 24' O.G. 11'-01 (2) 111 TOENAILS 2' X 10' 6 24' O.G. 13'-01 (3) 16d TOENAILS 2' X 12' Is 24' O.C. 15'-4' (1) USP PTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING "i x 4 MEMBER TO BE 5YPI NON -DENSE OR BETTER COMPONENT & CLADDING DESIGN PRESSURE (140mph (Vasd = 108ri enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = Up to 30 feet, Occupancy Cat. 11) TRIBUTARY AREA (ftz) ROOF WALL ZONE1 ZONE2 ZONE3 ZONE4 ZONE5 10 17.1 -26.6 17.1 -46.2 17.1 -6&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 I Edition (2017) FBC, Residential volume 3. Plus and minus signs signify pressures acting toward and away fromthe building surfaces. 4. Table values have been multiplied by 0.6 to convert component and cladding pressures to ASD. CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG -TIE CONNECTOR GRAVITY(100%) UPLIFT(LBS) LATERAL, F2 (LBS) FASTENERS CONNECTOR I GRAVITY(100%) UPLIFT(LBS) I LATERAL, F2 (LBS) FASTENERS SYP SPF SYP SPF SYP SPF SYP SPF MASONRY/CONCRETE APPLICATIONS MASONRY/CONCRETE APPLICATIONS HTA16 - - 1870 1608 710 (611) 9-10d x 11/2" HETA 16 - - 1810 - 795 9-10d x 1112" HTA20 - - 1870 1608 710 (611) 9-10d x 11/2" HETA20 - - 1810 - 795 9-10d x 11/2" RT16M - - 1395 1395 480 9-10d x 11/2" & (4) 1/4" x 13/4" TAPCON HM9KT - - 805 805 200 (4) SDS V4" x I V2" & (5) 1/4" x 2 1/4"TITEN 2 118-10d - - 3500* 3104* - & (1) 5/8" 0 A.B. W/ 12 1/2" EMBED. 3500* 3105* - 18-10d x 11/2" & (1) 5/8" o A.B, W/ 121/2' EMBED. HTT45 - - 3500* 3500* _ 18-10d & (1) 5/8" o A.B. W/ 12 1/2" EMBED. HTT5 - - 3500* 3500* _ 26-10d x 11/2" & (1) 5/8" o 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 51 N KERS & (7) 1/4 x 21/4" TITEN 2 1 - - 3525 3240 - (12) 1/4" x 2 V2" WOOD SCREWS & (4) 3/8" x 5" POWERS WEDGE BOLTS 1 - - 3285 2365 - (12) SIDS 1/4" x 3" & (4) 3/8" x 5" TITEN HD LTS19-TZ - - 1205* 1036* - 8-10d & (1) 3/4" 0 A.B. W/ 6" EMBED. LTT19 - - 1310* 1125* - 8-10d x 11/2" & (1) 3/4" o A. B. W/ 6" EMBED. LTTI31 - - 2100* 2100* _ 18-10d x I V2" & (1) 5/8" 0 A.B. W/ 7 V2" EMBED. LTF131 - - 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 - - SOOD 3600 _ (18) SIDS 1/4" x 3" & (2) 1/2" x 5" TITEN HD FRAME APPLICATIONS FRAME APPLICATIONS RT7 - - 585 495 1195 (160) 10-8d x 1 V2" 1 - - 575 495 110 10-8d x I VT RT16A - - 1380 1160 645 (545) 9-10d x I V? & 8-10d H10A - - 1340 1015 285 18-10d x 11/2" RT16-2 - - 1160 975 415 (345) 16-8d x 1 V2" H10A-2 - - 1245 1070 260 (225) 18-10d x 11/2" SPT22 - - 685 589 260(223) 8-10d SPl - - 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 11/2" SPH4 - - 1240 1065 - 10-10d x 1 VZ MUGT15+ Pi 4175*** 3590*** _ 22-10d & (1) 5/8" 0 BOLT (10) 1/4" x 3" WOOD SCREWS MGT+ HDU4-SD52.5 _ _ 3965*** 3285*** 525 22-10d & (1) 5/8" 0 BOLT (10) SIDS 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 - - 164D 1640 - 22-10d LSTA36 - - 1640 1640 - 24-10d HUNG APPLICATIONS HUNG APPLICATIONS MSH29 2980 2190 785 615 - 10-10d&4-10d THA29 g 2260 1740 560 480 - 8-10d&4-10d HUSz 6 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 I V2" HU28 895 770 610 525 - 6-16d & 4-10d x 11/2" HUS28 4170 3586 2570 2210 - 30-16d HUS28 3965 2905 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" oA307THRU BOLTS INTO GIRDER & (4) 3/4" o A307THRU BOLTS INTO MASONRY LEG3PC 11865 - 3845 - - (2) 3/4" oA307THRU BOLTS INTO GIRDER & (4) 3/4" o A307THRU BOLTS INTO MASONRY THDH414 252D - 1960 - - 16-16d & (18) 3/16" x 13/4" POWERS TAPPER+ HU414 5085 - 2015 - - 12-10d & 24 1/4" x 2 3/4" TITEN 2 ( ) / * CAPACITY FOR CONCRETE APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 8" EDGE DISTANCE ON CONCRETE &SET INSIMPSONSET-XPEPDXY ** CAPACITY FOR MASONRY APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 2 3/4" EDGE AND 20" END DISTANCE INTO TOP OF FULLY GROUTED CMU WALL & SET IN SIMPSON SET-XP EPDXY ** * CONNECTION MOUNTED VERTICALLY O INDICATES VALUES FOR SPRUCE PINE FIR (SPF) NOTE: DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. FILL CELL STD. 900 HOOK F BOND BEAM III I i ROOF DIAPHRAGM NA I L I NC SGHEDULE �l ��.,�.- � �.�r � -= ------------- ----- - USP__.- + + + + + + + + + + +_ + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +-z + + + + + + + + + + + + + + + + + + + 4+ + (0,_" (TYP.) + + + + + + + + 61-011 +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + +\+++ Lu STD. 90° -� Lt-- - -- --- L- --- ]-- CONT. #5 MUGT15TYP. � GIRDER TRUSS Vv€v 1. 90 HOOK tJAK ZA I Ur rLA I It: BAR - -= 5/8"o - - _ ✓_� FROMNT. BOLT 15/32" GDX PLYHOOD FOUNDATION OR 7H(FOR 71 TO HIGHEST SHINGLE) LE) IG/5/32" GDX - _ PLYWOOD OR 055, I BOND BEAM (FOR TILE) ---� �.__. 2 X 6 (MIN) B.U.0 --RIDGE LINE BOND BEAM STEP__ 140 MPH 3 5EGOND GUST EXPOSURE "O" WIND ZONE 140 MPH 3 SECOND GUST EXPOSURE "O" MIND ZONE SCALE: N.T.S. USP- (FOR SHINGLE) (FOP, MUGT15 TYP. SHINGLE) r•` RSR5-01 NAILS @ b" O.G. Q R5R5-0I NAILS @ 6" O.G. EDGES 4 +++++ 4" O.G. @ GABLE END HALL OR GABLE TRU55 R5R5-01 NAILS ® b" O.G. INTERMEDIATE 2nd FLOOR �^ 0.113 INCH NOMINAL SHANK DIAMETER O 113 INGH NOMINAL SHANK DIAMETER INTERIOR/EXT WALL SEE 2 3/5" INGH NAIL LENGTH 2 31b" INGH NAIL LENGTH PLAN FOR MORE INFO <� (FOR TILE) (FOR TILE) CONT. BASE PLATE R5R5-01 NAILS @ b" OG @ 4" OG ® GABLE END R5R5-01 NAILS Ca b" OG EDGES B BEARING COLUMN TYPICAL USP MUGT15 TO HTA 20-18 / HTA 20 HALL OR GABLE TRUSS R5R5-01 NAILS @ b" OG INTERMEDIATE 0.120 INGH NOMINAL SHANK DIAMETER (MIN.) 0.120 INGH NOMINAL SHANK DIAMETER (MIN.) SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN BUILT-UP COLUMN DETAIL COLUMN AND INSTALLATION @ MID SPAN 3 INCH NAIL LENGTH 3 INGH NAIL LENGTH CONNECTION -TJI TO BE CUT TO ALLOW -- ---- --- NOTE: FOR BLOCKING/TJI 1) R5R5-0I IS A RING SHANK ROOF SHEATHING NAIL MEETING THE 5PEGIFIGATIONS IN ASTM F1667 2) SEE STRUGTURAL NOTES FOR SHEATHING SPEGIFIGATIONS AND WIND SPEED. - NOTE: 3) END JOINTS OF THE ROOF SHEATHING SHALL BE 5TAG6,ERED AND OGGUR OVER FRAMING MEMBER. -MASONRY WALL OR , �01. UPLIFT VALUE LOCATION OF2.,HPLIPT 4 SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. *. INTERIOR BRG. WALL '"�"' SECOND RT16A IS BASED ON IF ROOF FRAMING GON515TS OF A LESSER GRADE OF LUMBER, GONTRAGTOR MUST GONTAGT DANSCO ENGINEERING, TJI PER PLAN � """� ��%�� LLG FOR ALTERNATE FOR NAILING PATTERN. OTHERWISE SOLID S.P.F. TO \�TJ' # OF 2niNG d FLOOR Solid block all posts from .ew. above to bearingbelow. STUDS _ USP RT16A USING SECTION @ INT. BRIG. WALL ' 17-8dx11/2°NAILS DOUBLE JOIST CONSTRUCTION =` ` = 1160# Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber S T.. (Not required if both loaded equally from above) N. x Filler blocking 1/8" min. }Small gap 2'min. 2"max. 4" max. 1/8"gap I i x �ti 4 Clinch nails when possible -� 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 118" gap between top of filler blocking and bottom of top flange. T 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. " 2x • CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when possible Stagger rows from oP posite required when indicated or 4Max. Web Stiffener Fastener ulE Sch_jd �1 _-_-. Joist B'arinl LOcatlUrt� -_ Series �De th End Intermediate BCI5000s - BCI 6000se BCI 6500so 9-112" 11-7/8" _2-8d 2-8d --3-8d 9-1/2" 11-7%8" 4144" 2 8d T2 8d Y2-Sd 2 8d _ - 3.8d u `� 8d 16 2_8d 6 8d BCI 60so 11 7/8" 2-8d 3-8d �- 14" -_ 2-fid - 5,8d 16' 2-8d _- 6-8d_ _ BCI 90s® 1 - 3-16d Y 3-16d - 14" 5-6d 5-1 6dd f" 6-16d -_6716d__ TYPICAL HUS INSTALLATION TYPICAL RT16A INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR o SIZE AND QUANTITY OF FASTENERS 6 p 6 6 6 6 0 6 O d d d d 6 �66 U 6666 '•,,,� 6 d d di - Hangers with side nailing. d 6 d OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER d d top flange of joist. o DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor, column w/ loads e N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR TYPICAL HTA 20-18 / HTA 20 SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer=1900 plf max. along bearing wall INSTALLATION TYPICAL MTW INSTALLATION BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer _ "-.Plumbing -` Vertical load transfer =1900 If max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists T' -- P g g meet over wall, or wall stacks directly over wall or ~` TABLE R Td,1,1 Load bearing wall must stack beam below ) Load bearing wall must stack over UERI:.AY1ERT TABLE over squash=20 blocks and Non -stacking walls wall r mbelow.* blocking and wall or beam below.* ------ a o beam require additional consideration. Check joist Roof Sloes 4,1 I j Roof Slope 2.12 and Urrd rl yment , Undert m tit € local buildingWhen joists meet over wall, provide ? Roof C vertn �t101� , Grauer _ kJoist can be offset :Loss True 4,12 Ut�d rl mwnt AWichnion Aftach env _ code for appropriate 1/16" 13/4" minimum bearing for each. I I Uf�t itt details in One 10d box up to 3" to avoid areas=20 of high or=20 sinker vertical plumbing _ I ED s aat1r II' ,, 1 the 1 l.1 3 ( A, "E H \ T 3 lateral load. nail each side 3" max � 1�^ 48,6 Type III o t ' 1 ASI r_;; _ W l e IV �+ �* A1ia t €ir$1 IR90..A �T? 3hT aF 67 at bearing. JOISTS OFFSET I - _ € iy S T M D3 � \, i1 N.T.S. l ...< .. Cttctt and Clay Tile5� F..,Ig..^ 2c yF w., Provide adequate bearing l 905,3 for each lapped joist. Use 10dx3" nails at Ifor all joist _ blocking panel *Non -stacking walls A`;TI`5 -226 Type : 11 ; € 10d nailsrequire additional consideration. 3 r,,, t I I`3132 6 � I I "I I Squash blockq � 1�1�5�a rct€�f �1��� .�A�T�:3 v� , e1 . ' .,. (2x4 minimum) SECTION", INT. BRG. WALL 3 ,�N?w;F (- AS1 M LSub86 vo , 3>,s' 1 i Bearing wall, Versa -Lam LVL or N.T.S. ATa�S _. ;_.,_._......_.._..... \ __ _. ..., ® ?`T fi ...°`; 197P€ Glulam Beam or I htkne aal-s rf ed roll a TS.,f € l2, ; y.1 ? 1 NO HOLES (EXCEPT _ v , t TAT Is°t 1341,1169= 1 1s roofing _,,, y a a MINIMUM SPACING - 2x GREATEST Backer block 1?." wide min, a , ,- ,,... (. I KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE Nail with 10- -10d nails. IN BEARING ZONES A r 1 D 970 3 (KNOCKOUT EXEMPTS) y Install tight to top flange. _ .. ___ .. _..__ . ,.......... (see table below) D \ f AS114 D22611p (see table below) Slat* and sIafe-tyR ;��� � _�. 1,3 , i= y 1 1 AST F� 1 z I i `� C F 1 s C 7A:` TM µ31 ' DO NOT cut, notch Joist hanger �'4Intlia'j s _ � C� or drill flanges R5r5, _ �F - _ s AAA) D 9 P i m,_......... i....... .,. ........ ,.,,,..,,., .....,,.y.,..�.. -., „,„,„..„„ CO CO I '� "°Fd S + Rte I AS 3 ��I D 233 i. a.1 k 1 11 i � S �f, 1 £ i O 3 "2 *,. ....� R905 F Ttvl a ; 9 i1 III F 'A` s , 1 ? s T1�1*' aV _ A 1%" ROUND HOLE MAY DO NOT CUT HOLES _}...._ _... a ia�iF �`� roof 6 „ 6 6' Filler block. 1 ��� shakes _ T r I * 1 y� 1, BE CUT ANYWHERE IN CANTILEVER LARGER THAN 11/° Nail with :-Hones 4:1 1;~trod t �I 1 z THE WEB. PROVIDE AT ROUND IN Nail wi nails. d5 I AS � D 86- ; LEAST 3" OF CLEARANCE CANTILEVERS. M. .,, I Backer block required where top �"�' "" _ FROM OTHER HOLES mount hanger load exceeds 250 Ibs: D226`, € h4 0226 Tvpe it MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1% Install tight to top flange. k1 1 roof Pan- F A��-3T?.... l,.,.,: 1y _ ,, I , ,.1 i IV 1 •. AS T I,3 0 3 , Ty , IV` ` � ? S 1 ..E57 ...,;'A_ .„. i 'p ix d -2c 1e -Z:s f 3' V-33'1-7'-f 1e Z-," :i-,9' e-' 3.-. Ts 1/4"-2" gap----„�1",.......,...................._._...,._.__.._..___ _. .. „ ... ' ..�._m__.- �-._..._ _. .._.......-.-....�...:........___..� �.._. ...._ .�.�.............._._..._.. ........ 3 1� I ;e I � 16, AEI` 1� r�€st �2 "1=0,R 'f"-1,e i,,�,e 1� ,e ,Q fix ? 4,a '-1 I'.A � 7 '=Z°' �'�` 6`-" = i i ,. � ' i +3 x�a , I j ... .s�.;JType A.1 f-� V-111 117z1 -z V-x2�a 3-2 40 �-9x &-R" -4 7:I °�t$aa��x1�<n8 20' T-9? �,_1=. .T72 .f,�,x 2'-0" C`-03` �e-tOx` '-0'� �-1�e� �•�1'sx /'��x` �'-f1" -- � Rom .=t,7 1 AST€e4��.,��7 .�ST€,i >;. 1 .........---Backer r'� .....................................................,.....„.„.......y.....................,.,..,......................a,...,.M................................................,...............,..................„........................I 24 T-0? T-l=` "f'-.2ix f, ` 2 =F 3-7` 4- ' S` 10i T-0 '-4 -6° 5T- � Backer Block-' ,3Tf4 i _ ASTi "z "Top Mount" "FaceMount„ ....... .... ........ 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 ,. d em lbam i... ;::.. F t> €, 1,2A f; , =�.a�: 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 bottnm of top ..:,.;. ,•t e fell r fmAl-M m,,n, , ng w <,_, ,mkm, Ai w, �r, S.amr., w 4F., ea"z , > flange. flange, ,. - 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 9 g 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS Web stiffner as' ' ` Webstiffeners r n r Ir W n t �... '-ir . u,:.,:. �� ..�.: , a9Ra1 ?;,... , .::., to .; u "..:, za '€<.;.- :.. Y � a1.; . k a'l, cw u ?F o _.:; THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OFae of required he top/rhe equired If hanger , _.a ,z, €; 1, ,f,=;, , ,,, ;,, t , , V, z :;i m ,;,; , r,te, „ t ,,; F, „, ,; 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 m - ? ��ps ar „ , F.... ;:, ,,.� i :a „=.z <, A. i ... 1 ,z rE ., ,F i. , ,, ;;. �, all , , . ,h, T, h€,; „ ,0ww.,, M 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE ightFm ._>< ... G.1 3,a?::: ,. a,: ,,.,< IF F. , fo �Mm.,>.rt ci naAa.. MEMBER CONDITIONS. requirementst:'€ a-. ?.:>a`.• -, rt :< a::,i € t>. -t.rt: '• 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF R- ; a forme , ve. ,...- t <M, >3 s •,: :_' ate? a a• • i;>: _,+M sa € tn" apt . a w" . r . ar::> r .. .a - THE LARGEST HOLE. Q.6 X Joist rc ,..t.a > p € .: I .3 . m::3? end <� >k "1t,t We. F? he m- 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. o depth € u'" a a '' s sn x c t " h1 a i` 1 a t it ar °� .g , rc a•. "cap x a l ``• _"<' a c•t1 u ,.s:ray '? 2 t �. :.i :3 € ii� 1�°v a��,. � � � :�wY� .;.. sL �.iaS�� �. ':@.:. i €°' 23 ..?m t * 1Ai •; I a . �e:'3 f 3.-. �s �, a r:pc€ 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1/n KNOCKOUT HOLES TURNED WITHERvw zit_ , a.,a, Caw,, u <€. . ,,, , ,-,y €, x ....a,=:.,; 3. _u, UP OR DOWN. an t . ? ca; 1..13 . w ,J • ._:? OmnS., 00 M rs> :. „<; ? i. , t c r„.� tmp mwmmsd n 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS k_� ,w_s PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAYBE r a, f Fl , _a .i.. t,. ,...x :w ,..a 2„ at € f<a,_ r,€ ;-: _•t .,.f .ate . ,_ ::; ;.a:a>., z.a : _:,. A= t3.:: 3 ,.i., ax ti,h,, .'- POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. I-J ITSBUCKETS- d "` bily?n ' ' '' "� ? 1f � � ' ' ? € k-3 � t �� 'az .sr en: F F i � ;::= ai••, , r' O S �..M:;3.,.. , c, w#"S ?F35;i€3..G:7 3F?.. =`i;:�i.�.3. ..;.t. ,....A i'; 1.., .a': 'uZ.. �.Pv .i G'.�:;i�,..,. &:P.."': M f .i.....:s,. HOLE CUTTING CHART N.T.S.r : t, = 'Ti i3 , a =� n �Wip N.T.S. X D 1 V 0 r INSULATION REQUIREMENTS LOCATION R-VALUE / TYPE WALL - EXT GONG WA R 4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x & R-19 KRA1=T FACED R-30 BLOWN- IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING CONDITIONED GEILING 5/6'OR 1/2' HIGH STRENGTH (UND.) W/ 2-16d TOE NAILS 9 EACH END (INSTALL BAFFELS AT SAVE) (OR V GYP. TYPE 'X' • GARAGE GARAGE SEPARATION W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT R-11/R-13 KRAPT FACED CONNECTIONS. PROVIDE (1) USP HTUJ20 WHEN 1!2'OR 5/8` HIGH STRENGTH BOARD REFER TO UNDERLAYMENT TABLE ON SHEET SNl FOR (GARAGE /LIVING) S.PR DOUBLE TRUSS ALIGNED WITH STUD BELOW TRUSS BOTTOM CHORD OR 2x4 (UN.O.) (OR 5/8' GYP. TYPE 'X' 6 UNDERLAYMENT REQUIREMENTS 8'x8'xIV NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-16d TOE NAILS 3/8' MORTAR BETWEEN COURSES 2' USP 5PT24 x S.PF. (OR EQUAL) STUDS 0 161 O. U.N.O. ABOVE) Q EACH END .G 12 PRE ENGINEERED WOOD TRUSS 6 24' O.G. U.N.O.S.P . DOUBLE TOP PLATE HURRICANE ANCHOR 6 EACH TRUSS I �� �� II �� CONNECTOR SEE UPLIFT SCHEDULE FOR UPLIFT CTYP.) VARIES (SEE UPLIFT SCHED.) W/ METAL PL. IL II II----JL------__—JL —_ 1/2' CDX PLYWOOD OR 1/16' O.S.B. (1) ROW 2x BLOCKING 9 MID HGT. FOR WALL USP SPt24 CONNECTOR CONNECTIONS. PROVIDE ll) USP HTW20 WHEN _________JI _____JL____ TRUSS ALIGNED WITH STUD BELOW UNDER EA. TRUSS i ---- ii ------ li ------ n------ii------ii --- SHEATHING REQ'D. FOR ALL HGT. <8'-6'. (2) ROWS 2x BLOCKING s 3rd lit' GYP. W.B. MIN, s1 GARAGE SIDE u II n II II EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT. > 8'-6'. IF APPLICABLE OISTURE BARRIER I u n u II 2'x S.P . (OR EQUAL) STUDS m IV O.G. U.N.O. INSULATI B I u n u II II INDICATED ON THE PLAN. ATTACH SEE THIS SHT FOR INSULATION CHART (1) ROW 2x BLOCKING a MID HGT. FOR ROOF COVERING LJLL _-- JL_________JL_________JL__-- SHEATHING W/ ad COMMON NAILS � 1 1 1/16' O.S.B. MIN. (FOR SHINGLE) OR 113/32' OSB r---------,r— 1r---------- ---------- 117 n II a II WALL. HGT. < 8 -6 . (2) ROWS 2x BLOCKING SEE tH18 SHT FOR INSULATION CHART (FOR TILE) SEE ROOF NAILING SCHEDULE ON I II II u u 3/5' MORTAR BETWEEN 4' O.C.•BOUNDARIES, 6' D.C. • 6 3rd PTS FOR WALL HGT. > 8'-V, SHT. SNl 8 x4 x16 NOMINAL I II II II II , BLOCK WITH 3/8' II II II II SLAB 4 BLOCK 5/8'� x 10' V BOLT • 24' O.C. Wl _ ELEV. VARIES -- - _ EDGES, AND �' 12 O.C. FIELD USP SPT22 CONNECTOR L — JL _ =JL ___-----JL-----_—__JL r -- -- �r=-- ------ --- 2'� x 3/I6' PLATE WASHER (TYP.) MORTAR BETWEEN I II II II = n USP SPT22 CONNECTOR COURSES GUT BETWEEN 5/8'4, x 10' V BOLT • I II II n II a 2x P.T. BOTTOM PLATE 5/8' OR 1/2' HIGH II II II II II 24' O.C. W/ 2"0x3/I6' 2x P.T. BOTTOM PLATE 2' 6 x 6 WIA x WIA WWF OR P15ERMESH STRENGTH CEILING ALUMINUM SLOPE. II II II m _ 11 ELEV. 0'-0' PLATE WASHER (TYP.) 3 I/2" MIN. DRIP EDGE L____ L — L-- _--__-- --_----- =—JL---_ __JL_—_— 6 X 6 W1.4 X WIA 2 BOARD PER CODE (OR I u n II a AF. 2 WWF OR FIBERMESH _--- - 1 1 1 ALUMINUM FASCIA ELEV. -0-4 1/2 L__________JL_ ____.��___-- __JL-- ° 4� ° � - +� , �p- 5/8 GYP. TYPE X 9 - Z ° GARAGE WIA HABITABLE2x SUB FASCIA A1=F. �3 1/2 MIN. __-- - — — — — — — — D ° '. %12'O. a ° a' X:_ ELEV. -0'-3 1/2' — — — —D— — °—D— —.� \/ 3 1/2'(min.) TO 4° ROOM ABOVE) 2' VENTILATED ° a ° °. .. °.d ° AFF. 0 �. Q • ° - d ° . ° Z p °D. : D W/DRYWALL SCREWS m 1' SOFFIT ° ° ° d a. 2x4 CONT. ° >� — — — — — — ° ' \ \� ' 3 1/2'(min.)- 4' % 3 1/2"(mirl!�j\TQ,K� O.G. CEILING 4 8' O.C. ° ° ° p °p ' • \� --�� / 6 MIL VAPOR WALLS 8'x8'X16' KNOCK -OUT I I ° .. a . �° a a .a a .. 3 I/2"(minJ - 4" / Q �\ 6 MIL VAPOR �\ �\\j �\j/ BARRIER BLOCK W/ 105 CONT. GAR,4GE DEPTH VARIES \ \ (2) *5 CONT. /\ �\ SEE THIS SHT FO FILLED SOLID ° °. ° \ //� /\ BARRIER 411 1'-4° 8' INSULATION CHART W/GROUT . (2) *5 CONT. \ / U.N.O. MIN. lx2 P.T. HORIZONTA 8" C.MU.' MORTAL UN.O. 1 4 MIN. ,4L.TERN,4TE T"I'PIC,4L. 5E,4RINC NAILER TYPE S MORTAR STD. 90°HOOK (SEE DETAIL) ARCHITECTURAL G,4RAGE 5L,48 4T STEP K5� T T f1 ,4L f5E,1RINC� W,4LL e STEP C _ WALL -a STET= W10 5HE,4R W,4LL CC SEE THIS SHT FORFINISH SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0" SCALE: 3/4'=1'-O'J3 INSULATION CHART 83 Ix2 PT WD FURRING fit 24' O.C. 1/2' GYPSUM WALLBOARD URO. 2x S.PF. STUDS I6' O.G. (1) "5 VERT. IN FILL DELLS (SEE 2x STUD 1/2' OR 1/16' OSB MIN. PLYWOOD SHEATHING FOUNDATION PLAN LOAD BEARING O I I NAILED W/ Sd COMMON NAILS £1 4' O/C l3 1 P.T. BASE NAILER FOR LOCATIONS) EXTERIOR WALL 8' C.M.U. BOUNDARIES, W O/C EDGES, AND 12' O/C FIELD. • 3 1/4' BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING 9 SEAMS. 4'x4' INSPECTION I I I'x P.T. STUD ` (U ROW 2x BLOCKING m MID MIN. 2500 PSI GONG. SLAB m (2) ROWS OF 2x BLOCKING • 1 MIN PSI MAY VARY PER �n PORT At EACH �r 2x STUDS � I6 O/C MUNICIPALITY. FILLED CELL SEE CC/53 OR S VERT. IN FILLED CELL THIRD POINTS /' HGT. FOR WALL HGT. < 8'-6'. TYPICAL G/S3 FOR ANCHOR 1 1 1 1 E THIS SHT FOR INSULATION CHART ��`�'� SEE SECTION C/83 FOR (2) ROWS 2x BLOCKING • 3rd 5/S x(oJ BOLTS PTS FOR WALL HGT. > 8'-61, CONCRETE SLAB W! 6X(o NOTE:EXTEND BOLT INFO. BOLT • 24' O.G. VERT. SEE THIS SHT FOR INSULATION CHART 1/8' STUCCO FINISH PER ASTM C. 926 APPLY ADDITIONAL INFORMATION WIAXWIA WWF OR 'FIBERMESH' @ DECO FINISH 4' to OR 5/8' x V EPDXY 3 LAYERS W! TOTAL THICKNESS 1/5' OVER 1/2' GYP. WB (MIN.) 6 GARAGE BOLL METAL LATH. FIRST 2 LAYERS 3/8' THICK CONTINUOUS TO FOOTER BELOW WONOOK DETAIL_ SIDE IF APPLICABLE. 6' BELOW GRADE =USP SPT22 TYP. I 5/8'� x 10' 'J' BOLT 24' O/C W/ 2'�X EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN :� K.O. E3LOCK USP 5PT22 CONNECTOR SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.) 5/8'a EXPANSION BOLL •24 ' O.G. L N 2x P.T. PLATE 3/16' PLATE WASHER TYPICAL 2x P.T. PLATE W/ 1' EMBEDMENT (MIN. SHEAR N ° p SP SPT22 is EA. STUD 2a"MIN. LAF' _______._ 3500*, MIN. tENSION 2600*) SPACE ANCHOR BOLTS VAPOR/ I ASSUMED FINISHED MIN. 2500 PSI CONCRETE 6' MAX FROM END OF 6 x 6 WIA x W1.4 m GRADE SLAB W! 6 x 6 I— p co e : 2X P.T. PLATE "5 REINFORCING � � �/ WIA x WIA WEEP SCREED INSTALLED PER * BAR a 2' x PLATE WWF OR FIBERMESH m 6 MIBARRIER // `r 4 �\ MONO OR STEMWALL — — — — — — — — z *3 OR 4 REINFORCING BAR / _ °. WWI- OR IBERMESN MANUF, 4 FRC SECTION R103.12.1 #3 #rj LAP afi='L I = D ° // • • i C4 FOOTING MONO SHOWN p P w — — — — — — — — COMP. SOIL. (COMPACTED ' °. \ FOR CLARITY D cO N v �. ��' p ° Z �"' [Fy= 40k 1 o p TO 95�o MODIFIED // / / / ° p p °D ° D FINISH GRADEQ T_ 2�° MIN. LAr� PROCTOR ASTM D1551) p . D ° 3' MIN. CLR STD. 90°HOOK *FOR BEARING WALL g p �\ 6 MIL VAPOR BARRIER / a. ° \� \�� - 05 REINFORCING BAR R 1 1/6' � (2) 05 REBAR CONT. ON (SEE DETAIL) W/ UPLIFT ONLY p \ /\�" 05 LAP 5PL.ICE Ln 3' CHAIRS TYP. UN.O. 4' 11-44 \\ ,• D ° \ � I? -� ---- (2) 05 CONT. i, //i./// ///� / 6 MIL VAPOR TYPICAL UJ>4LL SECTION ,a, /` //\�/, COMP. SOIL. (COMPACTED T \ ON 3 CHAIRS BARRIER \ X /\ /\ /\ / / � ��-- �— _--»w MIN=hAF --- ---- I� (TYP.) SCALE: 3/4" = 1'-O' D155MODfFIED PROCTOR ASTM \ \\ \\\ \ \ 83 FRA4 IE WALL TO C.M.U. WALL CONNECTION � 41I 11_ 11I --% REINFORCING BAR #5 STD. 9o°1-IooK SEE TYP. WALL SECTION FOR SCALE: 3/4'=r-0' S3 1 06 LAP SPLICE _ T''PICAL INTERIOR ADDITIONAL SLAB INFORMATION. T�I'i� I C,4L XT R I OR ER,4t-1E W,4L L POOT INC R �4R D T,41 L 8 SEARING WALL W1 UPLIFT NOTE: EPDXY TO BE SIMP50N SET-XP OR EQUIVALENT 13" BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-O' c.�3 SCALE: N.T.S. cJ3 SCALE: 3/4"=1'-0' ADDITIONAL SLAB INFORMATION. S3 PAVERS 0AD.RECESS Z m 6x6WL4xW1.4 WWF OR FIBERMESH 3 1/2 --- °�—a tt GRADE III - a �. 411 = �rb MIL VAPOR ' I BARRIER 1=III III-' 6 MIL VAPOR BARRIER � 511 �\ SEE A/53 OR J/56 I I I I I I 11= MIN. FOR REINF. INFO, 3' MIN. CLEARANCE I/2' GYP. BD. 1'-4" (1 STY) T�I'P I C,4L THICKENED SL,415 EDGErL 1'-5' (2 5TY) (1) ROW 2x BLOCKING 9 MID HGT. , HOLD GYP. BD. FOR WALL HGT. <_ 8'4% (2) ROWS P.T. 2x 2 1/2' FROM SLAB SCALE: 3/4"=I'-0" S3 G,4R,4GE DOOR SLAB RECESS j 2x BLOCKING 6 3rd PTS FOR 1 CONT. BEAD SEALANT SEE TYP. WALL SECTION FOR SCALE: N.T.S. 83 WALL HGT. > V-6' m —' �- 2X STUDS • 24' O.C. UN.O. ADDITIONAL INFORMATION. BLOCK WALL BEYOND INTERIOR C,4RACx I/2' GYP. WB (MIN.) m GARAGE SIDE IF APPLICABLE. 13° - _3 �� MASONRY WALL AND MASONRY WALL AND ARIE r PAD FOOTING PAD FOOTING RECESS FOR S.G.D 6 x 6 WIA x WIA �r 1/4' D[A. X 3 1/4' TAPCONS 9 24' O.H.D.RECESS �„ T 1/2 GYPSUM WALLBOARD U.N.O. 2x P.T. PLATE EXPANSION JOINT W! DRYWALL SCREWS 8`O.C. EXTEND FILL CELLS SEE PLAN WWF OR FIBERMESH O/G 4 • 6 MAX FROM END OF 2 x CONCRETE NAILS W/ 1 1/4 S MASONRY WALL TO FOUNDATION PAD (2) *5 CONT. ON 3' PLATE N 4 d:. A EMBEDMENT • 12' O.G. STAGGERED, ---SEE THIS SHEET FOR INSULATION CHART MAT REINFORCING. d CHAIRS (TYP.) 6 x 6 WIA x W1.4 ° FROM BOTTOM PLATE TO CONCRETE (MIN. �' . ,/ a SHEAR 180*MIN. TENSION 120*) 2'---CONT. BEAD SEALANT CONT, FOOTING STEEL 6 MIL VAPOR ry /. a WWF OR FIBERMESH // // / / d ,/ BARRIER m ,E d a: d =° c0 CONCRETE SLAB S` 6 x 6 W1.4 x W1.4 z \ MIL VAPOR , 411 WWF OR FIBERMESN cw / / a \ BARRIER / // / // / _ �� ... 6 MIL VAPOR ° z /�� — ��/��/��j v 1 - L+1 t— L1 c{l 1 . d. a . \ \ \ D ° • \ / / // // 4—. �_ — O 1Ll Ct1 N BARRIER r \ \�' \ --1 � \�� \� \\ 6 MIL VAPOR SEE A/53 OR / �/. m 6 MIL VAPOR \\ ;\�. 1 OOTING L i i\ \ i �, � BARRIER � �/�/�/�/ � � SEE A/S3 FOR ° ° ° //� /// ///� J/S6 FOR REINF. 3 MIN. CLEARANCE BARRIER RE INF. INFO, 4 1 -4 8 �� ..\ , . \ / / / / � S° 1'-4° 8' INFO. � �� \/ �/ �/ �/ �//�/�� U OPTION #I I -4 (1 STY) \/\\// / BEYOND SEE TYP. WALL SECTION FOR I-8 (2 5TY) 4' 4 PAD REINFORCEMENT CLEARANCE ADDITIONAL SLAB INFORMATION. TOPICAL INTERIOR 5E,4RINC _ (SEE SCHEDULE) FOOTING WIDTH G,4R,4GE DOOR SL148 RECESS J INTERNOR W,4LL SL,45 STEM N-5 . K SEE SCHEDULE SL,45 STEP 4 RECESS e S.C�_D, 1„I WALL W/OUT UPLIFT -- P,4TI0 COLU1IN ETCH. DET,4IL rN SCALE: 3/4'=1'-O' 83 5EE TYP. HALL 5EGTION FOR SCALE: 3/4'=1'-O' S3 SEE TYf=. ADDITIONAL L SECTION EC IO INFORMATION. SCALE: N.T.S. �3 SLAB INFORMATIOSEE TYP. WALL N. FOR ADDITIONAL SCALE: 3/4"=1'-0 �O ADDITIONAL SLAB INFORMATION. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. �4r DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoenginee(ing.com CA 25948 i O 0 N z� 00 w M g w u- gaaln i Z Go < t zLL WW� u~; -..1 0 o U w Q 3 LuLu 0L_ _j = o C Q CL 0 � W Z 0 � O 0 0 ~ Q w Z Z O` Ci7 OLO U 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 WBHOUF 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 eu7 c,3 A. 2 CD iJJ Ld Q0 ® eai G� 4.e WE 0 cal Lu c*4 TO z Z Lu = Q z Lu Q N N 2 W wn _10 W * r* Z Q uj = uj W u SHEET TITLE: SECTIONS, DETAILS, & NOTES (MONO) SHEET INFORMATION: JOB NO.: 380843 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH S3 REFER TO UNDERLAYMENT TABLE ON 15/8° 8^ 15/8° 8° SHEET SNl FOR UNDERLAYMENT _ _ - -__ - - - - - - -- 12 REQUIREMENTS VENT OR ZND FLOOR SOLID AREAS ARE ❑ L `J SOLID AREAS ARE -- (T'YP.)� SEE ELEV. PRE-ENGINEERED WOOD TRUSSES s 24' O/C VERTICAL JAM UPLIFT CONNECTOR (SEE SCHEDULE) STEEL AN GOUT STEEL AN OUT - - -3 �I AN 96-3/8 ABO L D R EEL D GROUT 5/S DIA. x 8 J BOLTS At 6 3/4 41 /4 D VE DOUBLE2x4 S. F. TO AT C.M.U.A P P PLATE I/2 MINIMUM CEMENT FINISH TYPICAL .M.U. WALL GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 ❑ S v8 STUCCO FINISH AS G / AW GUT TO 10 I/2 TM . 926 A Y 3 SAW GUT TO ID 1 2 Sx C PE FU Sxl6 0 K R PPLTNT 10LL BLER RSTANDARD 3 DIA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT LAYERS W/ TOTAL THICKNESS I& OVER METAL 3/4 FURRING STRIPS WALL ,THREADED 3 DIA. EXTENSION REQUIRED) t0 PROVIDE A FLUSH MOUNTING SUi�ACE. LATH. FIRST 2 LAYERS 3/8 THICK EACH. 3RD I/2' GYPSUM BOARD HORIZONTAL JAMBS DO NOT TRANSFER LOAD. Ct DOOR OPENING -DOOR OPENINGPOOR OPENING-- LAYER 1/8' THICK (SEE NOTES N SECTION 4.4 SHEET SN FOR ADDITIONAL INFO) W/ DRYWALL ❑ SCREW OFF GAP (3' IDIA.)SCREWS -8 8' O.G. OR � WALL , a ❑ CRICKET AS FOR GLEAN -OUT 4d DRYWALL NAILS a EXTERID R2 ❑ ❑ REQUIRED a . a DOOR STOP WALL e Q 6 a MOLDING ❑ ❑ ❑ USP SPT24 EA. 5TUD - MIN. EXTENSION FROM EXTERIOR GARAGE mo 1/2' EXTERIOR GRADEFACE OF BLOCK WALL IS I RDOOR -------- - - - �� - - - - - - - SHEATHING FASTENED TO MAXIMUM EXTENSION FROM 16T COARSE 2ND COARSE 3RD COARSE TRUSSES WITH Sd COMMON WIRE EXTERIOR PACE OF BLOCK WALL t0 DRAIN 2 x 6 P.T. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS s1 4' O/C BOUNDARIES 6' BLOCKING (TYPJ Is 2 1/4' COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE O/G EDGES 4 6' O/C FIELD , WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2X4 PT STUDS 9 16' WALL CLEAN -OUT M �ONR L, 'OUT (2) 2X4 PT STUDS UNDER HIP caARR1ER/GIRDER TRUSS ___ = _ SCALE: N.T.S. CJ�-F DOOR TRACK SCALE: N.T.S. W/MOUNTING ANGLE -- NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP HTA20 6 EA. STUD MAIN SPAN REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER ---- ROOF TRUSS SHEETS FOR INSTALLATION INFORMATION BY UPLIFT CONNECTOR MANUFACTURER TYPICAL GARAGE DOOR BUCK K 8'X.8'xl(o' K.O. BLOCK W/ 1 $5 - (SEE SCHEDULE) T''FIC,4L. SECTION THRJ WINDOUj SCALE: N.T.S. 14 CUNT. AND FILLED W/ GROUT 4 (1) "5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK REFER TO UNDERLAYMENT TABLE ON ALT. KNEEWALL ABOVE MASONRY WALL rDETAILK E SHEET SNI FOR UNDERLAYMENT -`" 12 REQUIREMENTS TRUSS BOTTOM CHORD OR SCALE: N.T.S. �4 PRE-ENGINEERED WOOD TRUSSES 9 24' O/C KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ 2-111 TOE UPLIFT CONNECTOR (SEE SCHEDULE) (TYPJ SEE ELEV. BLOCK W/ FOR CONCRETE PLACEMENT -7 - NAILS -1 EACH END DOUBLE 2x4 SPF. *2 TOP PLATE 2x 5.PF. STUDS -1 16' O.C. CRICKET AS REQUIRED USP SPT24 e1 EA. STUD la' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON BLOCKING (TYPJ WIRE NAILS ,@ 4' O/C BOUNDARIES 6' O/C EDGES 4 8' O/C FIELD ■■ .'Be.. LIN1�_■■ l GREATER - .. „ . O - OPENINGFILLED CELL W/ (1) 05 VERTICAL SEE FDN. PLAN FOR LOCATION -- milli IIBI� ■■III lil�� ■■III �II■■ -III I�II- 2 x BUILT-UP COLUMN DOUBLE 2x TOP TOP SPLICE ,o v PLATE ° ° ° 18-10d NAILS 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) 2x TOP PLATE V2-1(od NAILS -8 24' O.C. OR M/N ° ° EQUAL TO TRUSS BOTTOM 2x CRIPPLES 16' O.G. / 5/8'DIA. X 12' EPDXIED ATR CHORD OR BLOCKING (2jjN — W/ MIN. 8' EMBEDMENT 10d ®8" 0/C 2x STUD a 24' O.G. MAX. 2x BLOCKING a EACH END W/ 10d /5T qN�F PROVIDE P.A.F. NAILS OR m 4' O.C. FROM EACH HEADER 2x P.T. PLATE EQUAL -a 12' O.G. FACE TO BLOCKING Yp 5TAGGERED FROM BOT. SEE A/53 FOR (2) 2x HEADER PER PLAN 0 UPLIFT= 31010 (SYP 42) 310511 (SPF) PLATE TO CONCRETE RE INF. INFO. -2x BOTTOM PLATE W/ (I) 10d 6 8' I VARIES O.C. TO EACH HEADER FACE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLICE OVER STUD AT LEAST 8'--0" LONG, TYPICAL NOTES: Tl'FICAL INTERIOR NON- � --- I� FILL LINTEL AND ALL CELLS ABOVE LINTEL. ,�RIN LUO®D ',��„� WALL 2 x (o 0' IN.) ' i„I I�SP NTTI�o rN USP SPT22 EA. STUD NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION J UJ,4L. L.--I,4D D T,4 I L_ j TOE''L 14T S�'L I CE D rz T,4 I L SCALE: NTS S T SCALE: N 2x P.T. PLATE ... PORT a EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. S� SCALE= N.T.S. S�' O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED F-- 2240 LBS NOTE: EPDXY TO BE SIMPSON 5/8' x 10' 'J' BOLT -1 24' O/C MAX ROOF TRUSS PROPERLY. — J SET-XP OR EQU I V4LENT W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. usP usP c 8'X8'X16' K.O. BLOCK W/ 1 05 CONT. MOISTURE BARRIER ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLE55 NOTED ON FLOOR PLAN. (1) 05 VERT. IN GONG. FILLED CELL T''PIGAL FILLED LINTEL ,4SSEM5L�' rG W/ STD. 90° HOOK IN K.O. BLOCK KNEE WALL ,ABOVE MASONRY WALL DETA�IL scALE: N.T.s. S� SCALE: N.T.S. S USP SPT4 6PT24 - U5P 5PT4 6PT24 USP 6PT4 - ROOF TRUSS ABOVE -- 2X TOP PLATE 2X BLOCKING 2X STUDS 6 24' O.G. �Z�OVERLAPPING z NAILED 5/8'xl0' 'J' BOLT \�� \ INTO 10d NAILS 6' (2) 16d TOE NAILS 24' O.C. MAX. \\ \ TRANSOM EA. BLOCKING MIN. (2) PER BOTTOM PLATE 2X P.T. TRANSOM FRAMING \ FRAMING STAGGERED WIDTH OF OPENING VARIES FORM CONCRETE INSET TO SECTION PLATE SEE SECTION AA/SI \ _ 2X8 WALL ABOVE CREATE A SOLID BASE FOR BLOCK CONNECTION (SEE PLAN) AND BB/S1 FOR 1 /2"X9 1 /2" PLYW00 WALL ABOVE. ADDITIONAL DETAILS \; ENTRY SEE FLOOR PLAN NOTES USP 5FT22 // KO. BLOCK W/(1) SCRAP MATERIAL FOR REQUIRED USP 60T4 J-BOLTS g 24' O.C. ''S CONT. 4 Q CONNECTION USP 5PT4 USP SPT4 RECESS MAX FILLED o SAC/'�ba 2-ROWS 12d NAILS LINTEL 5/8'XIO' J-BOLTS STAGGERED a12' O/C EACH 2X P.T. PLATE a 2'-0' O.C. FACE OR 3-ROWS 126 NAILS a .14 A MOUNTING BASE NOT FORM CREATES CONCRETE RECESS TO STAGGERED a 12' O/C FOR a------- a MASONRY WALL SHOWN FOR CLARITY MOUNTING BASE SHOWN RECEIVE GARAGE DOOR AND TO ALLOW 2X8 P.T. BOTTOM PLATE 2x CRIPPLES SEE DETAIL BELOW IN POSITION 2x4 (NOM.) FOR WATER SHED. TxIO' OR GREATER HEADER � SEAT FOR BLOCK IS 16' O.G. W/ (2) 12d POURED IN PLACE CONCRETE 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B /5/8'x10' 'J' BOLT m 24' O.C. MAX. 1\ C GARAGE FLOOR SLAB 8x8x16 C.M.U. (MIN. (2) PER BOTTOM PLATE) �r U.SP C HEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENINGS OPENING 2' x 4' WALL 2' x 6' WALL 6TRAP5 JACKS STUDS JACKS STUDS SIZE (UN.O. ON PLAN) EA END EA END EA END EA END 1' - 41 (1) (2) (1) (2) (1) USP L5TA30 4' - 9' (2) (3) (2) (2) (1) USP L5TA30 9' -16' (3) (3) (2) 1 (3) (2) U5P L5TA30 SEUWGENEIRA HNOTES (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 - (2) 2x HEADER (SEE PLAN) MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END SLOPE FORWAR C PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 INTERIOR HEADER FOR DRAINAGE NAILS GARAGE FLOOR ;�— GARAGE ENTR'I' FORM DETAIL 8' O/C TYP. BOX 6' (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SCALE: N.T.S. HEADER 2x JACKS (SEE ONLY EXTERIOR HEADERS TABLE ABOVE) (1) 2x SILL PLATE W/ (2) GARAGE D00 RACK MOUNTING BRACKET T 12d TOENAILS. OPENING MOUNTING BASE DETAIL LARGER THAN 4 Ft (2) 2x ° SILL PLATE W/ MP3 SCALE: N.T.S. GARAGE DOOR ROLLER GARAGE DOOR TRACK CLIPS EACH SIDE SEE PLAN FOR FOOTING CONNECTION ASSEMBLY 2x STUDS (SEE CABLE DIMENSIONS ABOVE) TRAVEL DIRECTION OF GARAGE DOOR USP HTT16 TYP. U.N.O. GARAGE ENTRY FINISHED MASONRY DETAIL }� boo SEE N/54 SCALE: N.T.S. Cj o AFN/rye P.T. BOT. PLATE # HOLD DOWN CONNECTIONS NOT REQUIRED m BEARING POURED CONCRETE BASE OF M0UNTI BASE TOBE 2" ABOVE FINISHED WALLS WITHOUT UPLIFT BLOCK WALL. RECESSED F�OR�BOTTOM SPACE FOR GARAGE DOORGARAGE FLOOR. AND WATER SHED FORWARD WALL HEADER DETAIL PT4 IDd NAILS tv 4' STAGGERED 10d NAILS a 6' O.C. A STAGGERED c c TRANSOM FRAMING BEYOND. PLYWOOD c E PLYWOOD FASTENED TO TRUSSES SHEATHING WITH 8d COMMON WIRE NAILS a 4' S� O/C BOUNDARIES 6' O/G EDGESo B 4 8' O/C FIELD Mo PLYWOOD SHEATHING MASONRY 5 P WALL BELOW 5/8'XI0' J-BOLTS s 24' O.C. PT4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8' DIA. ATR EPDXIED MIN, 6' INTO BOND BEAM .9 24' O.C. THIS DRAWING. Q 1=RAr'11NC� DETAILS ,ABOVE ENTN I PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S4--5/8'xI0' 'J' BOLT5 a 24'O.C. MAX. SCALE: N.T.S. cJ� SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) UaP SPT4 8PT24 USP S U S ILQ \\ \ `* TRANSOM FRAMING SEE SECTION AA/SI AND 55/51 FOR ADDITIONAL �\ DETAILS RECESS LINTEL -. NAILED INTO TRAN50M FRAMING U5P -- SPT22 f11SP / 6PT4 / a a e -. 2X8 P.T. BOTTOM PLATE 6 J e h A 4if:4 mBCYl`A.#yA ..... z� n lilk�y s�F< 1F ,,ui? m : DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 i o 0 N Z W O Ln NE 0 (n M Q Ln M Lf) ' 0- L 7- ce z co <�¢ o I— W W� J 0 o U w Q LLJLu IL <� O J � Q r QILLJ ZJ Q 0 p F- Q zw Z 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 = ±0.1 8) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE Tr IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2018 LEN NAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM 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 y'�4 �0 4. O C,a a-, O 0 -7- cq as v �smn C= CV W !V Do ziJ Z a )z N t N = N C1 ua :D* �* Z ¢ "' z "' W ❑ SHEET TITLE: SECTIONS, DETAILS, 8° NOTES SHEET INFORMATION: JOB NO.: 380843 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH S4 vi LO O 1 N LO SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS AND NAILING SCHEDULE FOR SEE STRUCTURAL NOTES BAGKNAIL W/ (2) 16d NAILS SHEATHING DETAIL LISP RTI6A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER -a 24' EA. OUTLOOKER OUTLOOKER FOR SHEATHING DETAIL O.G. (OPTIONAL - SEE BACKNAIL W/ -2x4 OUTLOOKER REFER TO SECTION J ON i / 24 O/ �J y ELEVATIONS) S STRUCTURAL SEE R RAL (2) 16d NAILS SHEET 55 FOR X-BRACING 24' O.C. NOTES AND NAILING TOP CORD INFORMATION ,�' 2X4 CONT'L' BRACE USP RT16A OR EQUAL BLOCKING FOR `t SCHEDULE o - 45 HED LE FOR TOP CORD TOP CORD BLOCKING -1 EA. OUTLOOKER USP RTI&A OR- -r-FIRST FOUR ROWS �' FASTENED Wl l2J 10d �`" `� BLOCKING FOR � FOR FIRST FOUR ROWS z4 Max. SHEATHING DETAIL 3',a 24' O/C. GMID 6 EQUAL 6 EA. I OF TRUSSES s1 FIRST FOUR ROWS OF OF TRUSSES EDGES HEIGHT 2'x4' CROSS BRACE OUTLOOKER 4' MAx. I, EDGES OF ox, WOOD TRUSSES TRUSSES �EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE USP HGAMIID W/ (4OF SHEATHING TYP- 2x4 KICKER 2x8 SYP2 'L' BRACE to 2x4 CROSS BRACE APPRox. APPROX. 8' FROM = SHEATHING T'TP.1/4'x1-3/4' WEDGE9 8'-0' O/C. EXTEND LEAST 90ia , RIDGE FASTENED AT I USP 8 FROM RIDGE FASTENED AT �-L BRACE TO ]wXTENp BOLfiS 4 (4) SOS2x4 RAT RUN 2x4 CROSS BRACE OF WEB LENGTH 4 SPT4 EA. EACH JOINT W/ (2) 10d 4 (2) EACH JOINT W/ (2) I AT LEAST 90% OF WEB APPROX. 8' FROM NOTCH 1@ BOTTOM 106 4 (2) 106 TOE I/4" x I I/2' SCREWS BRACING AT 24' STUD 10d TOE NAILS � EA. END I LENGTH (SEE CABLE) O.G. ON TOP OF RIDGE FASTENED AT CHORD (SEE TABLE) NAILS 9 EA. ENDEACH JOINT W/ (2) USP RT3A WITH 8-8d 2X6 FRAMED WALL - SEE ABLE TRUSS F OTT. CHORD WALL SECTION FOR SPACING 2x4 PANEL BLOCKING I 1/2" CDX PLYWOOD OR__ PANS ATTACHED IIDd � l2)10d TOE - � FROM LEDGER TP i/16' OSB SHEATHING • % 9 48' O/C FOR THE NAILS ,8 EA. END Y BLOCKING 1/2' CDX PLYWOOD OR 1/16' ATTACHED W/ lOd NAILS W/ 2 - 1(0 AT EA. FIRST (4) ROWS OF 2X4 STICK LUMBER GYPSUM WALL BOARD I GABLE TRUSS OSB SHEATHING ATTACHED TRUSSES FROM EA. I' O.C. EDGES AND 12' TRUSS JOINT 24" O.0 MAX 2 16d COMMON NAILS 2'x4' PANEL BLOCKING e 48' O.C. FOR THE FIRST W/ IIDd NAILS a 6' O.C. EDGES I O.C. FIELD IN LINE WITH JACKS () 1 1/2' CDX PLYWOOD OR END TYP. TOP 4 (see detail in eng pack for grade) or 0.128" x 3" GUN NAILS (4) ROWS OF TRUSSES FROM EA. END TYP. _= AND 12' O.C. FIELD ( (2) I6d NAILS BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 1 1/16 OSB SHEATHING BOTTOM ATTACHED 2x4 BLOCKING 6 24' ATTACHED W/ IIDd (2)16d NAILS W/ (2) 16-d TOENAILS ,� 2x4 'T' ON TOP OF PANEL O/C W/ 2 - 16d 2x4 'T" BLOCKING 2'x4' LEDGER (MATCH BOTTOM CHORD C51EM NAILS 'S (W O.C. EDGES 2x4 PANEL BLOCKING '1 48' 2x4 BLOCKING BLOCKING, FASTEN WITH 5/6' OR 1/2' HIGH STRENGTH TOENAILS a EA. END SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.C. FIELD O.C. FOR THE FIRST (4) ROWS 10dx3' .9 4' O/C CEILING BOARD PER CODE 2x4 BLOCKING NOTCH 'L' BRACE HERE 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD - W/ 1 3/8' DRYWALL NAILS OR - 40" O.G. 2'x6' P.T. SILL OF TRUSSES FROM EA. END 2x4 T ON TOP OF PANEL HGAiID 36" MASONRY WALL 5/0' x 10' °J' BOLT -1 48' O.C. TYP. TOP 4 BOTTOM ATTACHED BLOCKING, FASTEN WITH PER CODE FASTENED WITH 8d COOLER NAILS DRYWALL SCREWS 1' O/C 16d NAIL WEEP SCREED INSTALLED OR 1 1/4' LONG DRYWALL SCREWS COMPLYING - O.C.L." BRACE W/ (2) 16-d TOENAILS lIDdx3° � 4° O/C CEILING � 8 O/G WALLS ARCHITECTURAL FINISH I USP HTA20 OR EQ. 6 6'-O' O.C. TYPICAL. PER MANUF. 4 FRG WITH ASTM C1002 FOR FIRST 8'-0' FROM END DBL. TOP 1 ATTACHED W/ ALTERNATE USP L5TA18 STRAIGHT STRAP 6 41-0' SECTION R103.12.1 5/8' OR 1/2' HIGH STRENGTH PLATE (SEE WALL' " 2x4 LEDGER (MATCH BOTTOM WALL 4 O/C TYPICAL l,ad NAILS � 4 ISEE 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/1-10dx1 1/2' AND t0 MASONRY W/ (3) 3/16'x 2 1/4' FASTENEDWITH 86 COOLER NAILS TRUSS) USP SPT24 EACH STUD— EXT. WALL CONN. ia NON -LOAD DROPPED FLAT TOPS OF GABLE TRUSS WE HIPS FOR FRAMING TAPCONS. OR 11/4' LONG DRYWALL SCREWS I t I /� DOU�LE o�o PRACING DETAIL (GIRDER NOT DROPPED) S CT � CN �2� COMPLYING WITHA5TM END ALL FOR SECT10I 3 �EC IO �l L 5EARING LOCATION � 5 ,�i FIRST 8'-ID' FROM END WALL 6 4' " - - 5 p p t SCALE: N.T.S. JJ O/C TYPICAL SCALE: N.T.S. SCALE. N.T.S. CJ. SEE TYP. WALL SECTION FOR SCALE: 3/4 - I 0 SCALE: N.T.S. 55 DROP HIP DETAIL AIL ADDITIONAL INFORMATION. SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 16d NAILS _ 20'-0" MAX 20'-0" MAX SCHEDULE FOR SHEATHING DETAIL Ed 6 (010/G BLOCKING W/l2) 'X' BRACE SEE GET. J/S5 -CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 2x4 'IT" BLOCKING 2 x 4 IIDd ^� x TOP CORD BLOCKING FOR FIRST FOUR ROWS 45 t 2'x4' OUTLOOKER 24' MAO.G. X. -1 24' WOOD TRUSSES © aC D 6 24' O/C (TYP) OF TRUSSES ° USP RTI&A OR EQUAL -a EA. 'I 12 2z11z 2x4 CROSS BRACE I OUTLOOKER Sp ATHI APPROX. 8' FROM I 'L' BRACE TO EXTEND At LEAST TYPICAL RIDGE FASTENED AT 9O9. OF WEB LENGTH (SEE TABLE) EACH JOINT W/ l2J 106 12' 12 4 (2)10d TOE NAILS ID 1 GABLE TRUSS EA. END ' ' I 1/2' CDX PLYWOOD OR 1/16' OSB TRUSS VERT. WEB I 2x6 P.T. SILL SHEATHING ATTACHED W/ 10d NAILS m 6' O.G. EDGES AND 12' ii SPACED -a° 48' O/C M>�X. I O.G. FIELD BRACING WK3) 10d x 3' (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS 2x4 PANEL BLOCKING -9 48' O.C. FOR THE FIRST I IN-� 3 O/C THROUGH CHORD\_ Fus, �AMIO 6EACH CONN. 9 24' O/C OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE 8'-ID' OF END WALL FROM EA. END TYP. BOTTOM I INTO TO 2'x6' P.T. PLACE W/14J-1/4'xl-3/4'7 (D = 0.148', L = 3') OR EQUAL (ID= 0201', L = 4 I/2') OR EQUAL NAILS (p = 0201', L = 4 1/2') OR CORD ATTACHED W/ (2) 16-d TOENAILS 1 WEEP SCREED INSTALLED PER WEDGE BOLTS 4 (4) SDS 1/4' MOISTURE BARRIER NOTES: EQUAL MANUF. 4 FRC SECTION R103.12.1 x 1 1/2' SCREWS BOND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA. x 5 1/2' LAG SCREWS OR EQUAL - SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 2x4 'T' ON TOP OF PANEL BLOCKING, MOISTURE BARRIER MASONRY WALL 2x4 BLOCKING 48" O.C. L BRACE I 166 NAIL '- ATTACHED W/ lOd NAILS 6 4" O.G. TYPICAL GABLE TRUSS WEB 51NGLE T' BRACING DETAIL SCALE: N.T.S. S5 DIAPHRAGM BLOCKING 10 48' O/C ABLE TRUSS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA. x 1' LAG SCREWS OR EQUAL FASTEN WITH 10dx3' e 4' O/C USP HTA20 -T EA. TRUSS ARCHITECTURAL FINISH NOTE — — — — TRUSS VERTICAL THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH Sd VERT. WEB (24' O/C MAX.) 1) SEE TRl16S MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CHORD GABLE COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACING 10 4'-0' O.C. MAX. (2) Vx8' 'L' BRACE 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) (o) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION C1002 FOR FIRST V-0' FROM END WALL 9 4' O/C TYPICAL 'FrMISSED VERTICAL WEBi 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 e 32' O.C. SIMP60N M6TAM3(o ON OUTSIDE 2) "C' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT 1(od PER SIDE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) I j� I MINIMUM 6' FROM PLATE SPLICES EXT. WALL CONN. e NON - LOAD5EECTBf�AC ING C� WEB MEMBERS PROVIDED IT EXTENDS OVER At LEAST 90io OF THE WEB. 5CI55®R C�,�5LE Ilfill 5RAGE T�'FICAL NAILING 5CHEDULES FOR 5UILT-UP COLUMNS (5 I I W/ 3/16'x2'0 PLATE WASHER �i�(NC LOCATION (UNEVEN CSC J E REQUIRED MINIMUt l PERMANENT TRU58 BR,4CINC3 PLAN L � CJ�J SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER BC51 2013 EDITION SCALE: N.T.S. AS PER H(B 91 SCALE: N.T_S. S5 SCALE: N.T.S. 55 ADDITIONAL INFORMATION. 2'x4' OUTLOOKER fit 24' 5015SOR TRUSS O.C. W/ (2) IIDd PER JOINT TOP CHORD BLOCKING FOR 15T MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2) 16d TOE NAILS 9 EA. END (SEE PLAN FOR LOCATIONS) 10dx3' O/C 2'x4' (2)16d PER g 6' O/G RUNNER JOINT TYPICAL 1 12" MAX. "L" 5%R,4CING fREQUIfREI-II=NTS STUD SPACING NO 'L' BRACE (1) 2'x4' (UN.O.) 'L' BRACE 2'x6' (UN.O.) 'L' BRACE 24' 0'ID' - 3'-ID' 3'-0' - 6'-O' 6'-O' 4 GREATER SCISSOR GABLE - (1) 211x(V 12 6.P.1=. 6 EACH VERTICAL AND (2) 211xa" FULL HEIGHT e DIAPHRAGM 5LOCKING 12 6.9 MAX. PRE-ENGINEERED OVERLAP TRUSS BRACING — -- - WOOD TRUSSES AT LEAST TWO TRUSS SPACES �," OVERLAP 2X4 BRACING '9 48' O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d 9 EA. TRUSS (NOTE. BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) NOTE: CONTINUOUS BOTTOM CORD BRACING 2'x4' MIN, ALTERNATE NON -DROP 1) "L" BRACE MUST EXTEND AT LEAST 9saro OF WEB LENGTH EXCEPT, SCISSOR TO EXTEND FULL HEIGHT OF MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING CROSS 5fR,4CINCQ DET,41L J GA5LE END DETAIL GABLE WHICH REQUIRES BRACE GABLE. 2) "L." BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS -T 4" O/C. TfRUSS 5fRACINCQ 0VEfRL,4F D T,41L _� COSMETIC DROP CEILING FRAMING SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 5C I550IR TRUSS W/ DROP CEILING 51RACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION I GABLE TRUSS 4 S5 85 'L' BRACE W/ 10d 6 4' O.C. 12 (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAx. 6.9 MAX. 'L' BRACE W/ 10d a 4' O/C 5 (SEE SCHEDULE FOR SIZE 5 S5 AND LOCATION) S5 ABLE TRUSS � S5 S5 l w �X Q ---- Lu e x --- v 3 12 eel OUBLE'TOP PLATE 6,9 MAX. 2X4 LEDGER UP LSTA 18 UPLIFT CONNECT IONS ,- �TUD5 -1 IV O.G. DBL. 701 PLATE STUDS m 16' O.G. USP � I �_ � �'�� f ��'_ CONT.BEARING ONT.BEARING USP HGAIO (TYP.) SPT24 _____.---------_-__- WOOD FLAMED C�A5LE END ��,4CINC� DETAILo EACH STUD USE USP HTA20 (Ok CONNECTORS g MASONRY' C�,45L � END 5fi`,4C INCH D � T,41 L C�,48L I= END 5�,4C 1NC� D I=T,41 L SCALE: 3/4'-1'-0' OR 51MP50N RTI6A (OR EQUAL) CONNECTOR5 a MEAN WALL HEIGHT UP TO 30'-ID' - 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 4F RT1 a NIP JACK i0 E WALLS NOTES FOR WIND SPEED SPECIFICATION END JACK MAX_ --—11'-01 CORNER JACK ac * * f S „ €<€ E E 3 31 i b F6`a. r76i6ssrh ,�tga}.TCG'af.A ,Y DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 2.5948 i O O N z " -' O o � M n z p a�Jvn �ww^ Z IQ-aac� 00 H z W uj w 0 J U U-i Q � ujLu IL CC� O J �t Q Q r � W z o a� F-='- Q z w Q Z � Z UU LO CL TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 4-0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNEDAND SEALED FORTH E STRUCTURAL PORTION OF THIS DRAWING ONLY. 02018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LEN NAR CORPORATION. ©2018 - TH ESE 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 41 A °••°o 4`° °°� �i1 CV U % z ° z .-- ° • CD pi - • La � < `> „ ov 0 cat cD m L w m z Z a Lu 3 � Z N QLO �N = 1w � r- W wM 20 W } Z ¢w =w (' cn CL: r a W ❑ SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 380843 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH �5 WE LO O N ACT. WALL ERY ERY 1) 05 0 ED NON-5EARING EXT. KNEE -WALL ,4 SCALE: 3/4' = 1'-0' 35.1 ,155 REFER TO SECTION 1 ON SHEET 55.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION TO 1/2' GAP BETWEEN PLATE 4 TRUSS aA10 �).C. ) FRAME EXT. WALL IPT24 -s EMERY R STUD )MINAL PLYWOOD OR NAILED W1 ad NAILS e :. BOUNDARIES, 6' O.C. S, 4 12' O.C. FIELD TUD5 AT IV O.C. USP 5PT22 a EVERY OTHER STUD WEEP SCREED INSTALLED PER 4___MANUF. 11 FRC SECTION R103.1.2.1 KO. BLOCK W/ (1) 05 CONT. E FILLED 5/8' x 10' 'J' BOLT 6 24' O.G. (STAGGERED) W/ 2' DIA. x 3/16' PLATE WASHER (TYPICAL) 1 x 2 P.T. FURRING STRIP MASONRY WALL (DESIGNED AS CANTILEVERED) NON -BEARING EXT. KNEE=LUALL f5 SCALE: 3/4' = 1'-0' 55.1 n"'FER TO SECTION I ON EET 55.1 FOR BRACING, AND TOP IORD BLOCKING ORMATION SCISSOR TRUSS x 4' RAT RUN BRACING 24' O.C. ON TOP OF )TTOM CHORD FOR (4) USS SPANS ATTACHED 2-16d e EACH TRUSS INT 4' BLOCKING END NAILED I(od -8 24' O.G. (MAX.) LOCKING (TURNED JLED TO TOP PLATE NAILS ) FRAME EXT. WALL 5PT24 ZY OTHER STUD DS AT 16' O.C. PLYWOOD OR 1/16'055 sIG W/10d NAILS 's (o' O.G. i 4 12' O/C FIELD. >PT22 6 Y OTHER STUD )CK W/ (1) 4 FILLED ' 'J' BOLT STAGGERED) �. x 3/16' ASHER (TYPICAL) ZING STRIP _. ,LL (DESIGNEE) AS CANTILEVER) N0N=5EAfRINr__-.T EXT. <NEEE-WALL SCALE: 3/4' = 1'-0' C 55.1 _ 2 x 4 CROSS BRACE AT [6EE= NOTES FOR ROOF DIAF I14R.AM NAILING &f=ECIFICATIONS RIDGE FASTENED AT EACH JOINT W/ (2)10d x 3' USP RTIb OR EQUAL a EA. OUTLOOKER - Id X O TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRU55E6 �- EDGES OF SHEATHING TYPICAL TOENAIL W1 (2) Ibd NAILS , � H 10d xN TOP �3 PANEL BLOCKING, FASTEN w CEILING RIDGE 2 x 4 PANEL BLOCKING 6 48' O.C. ATTACHED W/ (2) 16d TOENAILS 2x6 P.T. SILL INTO BOTTOM CHORD. INTERIOR HIP VAULT± 6:12 SLOPE—''` \� CENTER AND 3:12 SLOPE SLIDES.. 5/0' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH ad COOLER NAILS OR 1 114' LONG DRYWALL 6CREL16 COMPLYING WITH A6TM C1002 FOR FIRST V-0' FROM END WALL 6 4' O/C TYPICAL 5/5' x 10' BOLT Q 24' O.C. MINIMUM 6' FROM PLATE 5PLICES W/ 3/16' x V DIA. PLATE WASHER r__iA5LE END DETAIL AT �41f= VAULT SCALE: N.T.5. 2x4 OUTLOOKER 6 24' O.C. 24' MAX —1/2' CDX PLYWOOD OR 1/16' O5B SHEATHING ATTACHED W1 10d NAILS -1 6' O.G. EDGES AND 12' O.C. FIELD —GABLE TRU55 'L' BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE ON SHEET 55) 10d x 3' 9 3' O/C THROUGH CHORD INTO 2' x 6' P.T. PLATE —PLACE SHEATHING FLUSH W/ MASONRY. -WEEP SCREED INSTALLED PER MANUR 4 FRC SECTION R103.1.2.1 - MOISTURE BARRIER. LISP HTA20 'a EA. TRUSS VERT. WEB (24' o.c. MAX.) 3 ffa: g .pb4fQ dh.d3\A GKiT 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 LuOF- z "o �N V)mN M u' Q(n J w ILL zHaag �t'a o zc~nl- W ZLu w 0 o do- U w Q 33 LuLu �O -<-� (� d Q Lu z Q O p Q ~ Q zw z z CT 0U M CL TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02018 LEN NAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.19.17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 4,, LL b- , Q. C 5 R 4 CD t a/Y CC= 0 eV b C.0 0�! cv Lu m z :.i w z N Qv N Ix =r "t --1 o uj Lu�� _*- Z QL>J =w Lu ❑ SHEET TITLE: FRAMING CONNECTIONS @ EXTERIOR WALLS SHEET INFORMATION: JOB NO.: 380843 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH S5.1 W L0 O 1 04 L6 CN N L0 r— 1/2" DRYWALL JAMBATTACHED DOOR JAMB 1 X 4 1/2" DRYWALL DOOR JAMB 1/2" DRYWALL 1X4DOOR ATTACHED PER PERATTACHED PER DOOR MANUF. DOOR MANUF. DOOR MANUF. tlIX4 1 X 4 1 X 4 3-1/4" LONG X 3/16" m 1 X 4 FURRING 3/16" 0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED IN 16 „ TAPCONS STAGGERED 2X8 BLOCK@ SPACING 1" DETAIL ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASO MASONRY THROUGH 1-1/2 n DETAIL MASONRY THROUGH �r 3 DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB 1 X 4 1/2" DRYWALL DOORJAMB EACH END W/ MIN. DOORJAMB TAPCON ATTACHED PER ATTACHED PER 2" EDGE DIST. ATTACHED PV2X DOOR MANUF. DOOR MANUF. DOOR MANU10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16" 0 X 3" 2x P.T. AS REQ'DSTAGGERED .. LONGTAPCONS2X8 @ 16" O.C. 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL ♦ UNAGULP I ABLE, INS I ALL I1UN PROPER INSTALLATION MAX. 8., ♦♦♦♦.♦ DO NOT DO THIS ♦♦♦♦♦♦ ,) YP,) ♦♦♦♦♦♦1♦♦♦ � �/ #5 REBAR (TYP'♦♦♦♦♦♦♦♦♦ K (TYP.) ♦i*♦♦♦♦ J ♦��TD. 90° HOOK (TYP.) ♦ ♦ ♦♦♦♦♦♦♦ +2 1 �T —�� — NOTC @ FIRST COURSE 2 COURS::♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦ FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. 2"xBOT.PLATE W/(2)10d@6"o.c. SCALE: N.T.S. SS SS 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION USP RT16M UPLIFT CAPACITY = 1395 #FOR 1 STRAP 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A -A = 2790 #FOR 2 STRAPS - FILL 1st4 COURSES ROWS STAGGERED EMBEDMENT INTO BILK.) 1/4" MAX 2' 0" 8" SOLID W/GROUT 2x BAND JOIST W/ FACE NAIL it 1-PLY PRE-ENGINEERED TRUSS 10d @ TOP & BTTM CHORD, 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS AND (8) FACE NAILS 10d @ BLOCK HEADER ARCH BLKG. & BUCK USP RT16M W/ (9) 10d x 1/" NAILS & TRUSS VERT. WEB (4) 4" x 13/4" TAPCONS 1/2" DRYWALL IF TRUSS IS 2 PLY INSTALL USP METAL SEAT PLATE HTWM16 W/ (8) 10d x 1 /" NAILS AND NOTE: 8d NAILS AT 8 O.C. AT BUCK 'K; ; .. 4 4 " X 1%" WEDGE BOLTS 1 LAP SHEATHING TO 4 ^DIG DIAGONAL LEAVE A CUTOUT IN O.S.B. ON THE () _ I() _ BOTTOM OF BAND 2 x 8 5 A 0 (4) 10d NAILS INTO STRAP - 1225 # , (2) STRAPS 2450#] BRACES INSIDE TO ALLOW FOR INSULATION JOIST TYPICAL O 2 x 8 BRACE/BLKG. <`,,• ;,y;,.`. `: �> .:::;...Al TO BE INSTALLED 7116" OSB FOR OVERHANGS BETWEEN OVER 1 1/2" CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR USP HGAM10 @ 12" O.C. w/4-SDS 1/4xl 1/2" BUILT UP PLWD. BUCK ARCH PANEL B ND BEAM R A T POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. 0 0 C S FURTHER INSTRUCTIONS. SCREWS INTO BAND JOIST & (4)1/4"x1-3/4" SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS IN PLACE BEAM _ y WEDGE BOLTS INTO K.O. BLOCK BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END OVERHANG CONNECT W/ 8d NAILS BRACE/BLKG. RETROFIT TRUSS DETAIL N.T.S. INSTALL WDW. SCREW ANCHOR-' 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(N_ TS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH ~- T�� �� _ RETROFIT FOR MISSING EMBEDDED STRAP DETAILS OR THRU 1-1/2" THK. OR MORE BUCK IF TRUSSES USED) W/ (3) #12 X 4'/2" WOOD FOR OVERHANGS (BETWEEN 3/4" TO 11/2" " SCREWS 16" O.C. MAX. OR IF MASONRY -� - . WITHIN 6 MIN. OF START OF ARC START OF ARC @ TWA / 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. RAID. WALL USE (3) 1/4" X 3 1/4" TAPCONS AT 16" O.C. TR S ----- ---_._�___--" ARCH DETAIL JACK TRUSS PROVIDED BY TRUSS —2 X 4 #2 SYP SCAB TO SIDE OF SCALE: N.T.S. SS COMPANY OR 2x6 #2 SYP @ 24" O.C. 12 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1'-0" 5-0" MIN. SEE 2XO * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. W/ (3) 8d TOENAILS @ TOP & BOTTOM V CHORD TO LEDGER PLAN i. + RH,NG`O� (2)10d NAILS @ 8" O.C. OdL FINISH FLOOR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + \ N� �� TO TRUSS TOP CHORD WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED + + �� . ---PLYWOOD SHEATHING B 1/4" MAX EMBEDMENT INTO BILK.)) B PER NAILING SCHEDULE / + + / \Y D D �,. ° 2'-0" 8 + #5 BAR � + �—BLOCKING AS BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS REQUIRED CENTERED W/ g 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A �� TO SUPPORT D ° °D IN TOP o TRUSS + SOFFIT _ D KNOCKOUT/ N 8d NAILS @ 8" O.C. AT BUCK / ++ —� _ _ Q ° CHAIR BLOCK 2 x 8 VERT. W/ (2) 10d ® 2X4 SYP 1► A ' NAILS AT EA. END PROVIDE 2x / EACH TRUSS MONO FOOTING _ D PROVIDE 2 x 8 DIAG. BRACE BTWN. PROVIDE (2) MIN. CONT. W/ (3) •-0 D ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS 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 � I 4 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24 O.C. - CLEAN FILL TO BE INSTALLED T-0" MAX SEE PLAN SEE LINTEL. DIRT D BUILT UP PLWD. BUCK - SCHED. I --STANDARD o SCRIBE (NOTCH) BACKSIDE 7l16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH CENTERS FIT #5 BAR IN ° 90' HOOK iv TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #12 X 4'/s" WOOD JFILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) EQUAL EQUAL START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY PRECAST LINTEL BTWN. OSB ARCH FACES W/ (4)10d NAILS 4 MAX. RAD. WALL USE (2) 1/4" X 31/4" TAPCONS AT 16" O.C. � ��%_ T- F INSTALL WDW, SCREW THRU OSB INTO 2 x 8 r FOR OVER HANG (MAX. 4'-0") ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION SHED ROOF L STEMWALL FOOTING SIZE AND g_g @ SECTION a� ROOF EXTENSION M MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS M - SCALE: 3/4" = V-0" A/C CHASE 4" PVC PLUMBING LINE SLEEVE THRU STEM NOTE: IF RETROFIT FILLED CELL CONDITIONS TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE WALL EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD CENETERED @PIPE PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" FOR ADDITIONAL INSTRUCTION. CENETERED @ PIPE PENETRATION PLUMBING LINE PENETRATION — — — — O0 MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. d d a = =1 = = I 1=1 I FIN( GRADE REINFORCING. PROVIDE LOWER a a a d ° —III—III—III—III—III III —I I 1=III=1 =III=III=1 HOOKED DOWEL _RUILTUP coLN. =1 III=1=1 °- °=1=1 ,III III 1—I I I=I I I=1 I 1=1 I— I=I � I= III=III=III III=III=I !SEE PLAN DRILL 3/4"X6"MIN. HOLE -1 — =_=III-111- — = =III =1 I III=1 1=1 =III=III= / —I=1=III=I=III-I -III— —III- SET BAR IN EPDXY = HTT16 W/ (18) -16d NAILS TO- CAP TO PREVENT LEAKAGE Co z ;III=III — — W.W.M. AT PERIMETER STUDS & (1) - 5/8 DIA. ALL , d • 1=1 11= =1 = — _ (1) #5 BARS CONT. OCCURS WHERE HIS CONDITION THREAD ROD EPDXIED W! ` , #5X6 EMBEDDED INTO SLEEVE THRU STEM a e —I Z EXISTING BOND BEAM SEE FND. PLN. . ' < • = 12 BELOW TOP WITH MIN. 3 SIMPSON SET-XP EPDXY MIN. SIZE & REINF. a GRADE COVER 6'-011 F F 12" EMBEDMENT & 1-3/4" MIN. `�~`\� o� SEE PLAN FOR • A . • FILL CELL FULL HEIGHT W/ SEE FND. PLN. :. a• , a.. ' . EDGE DISTANCE SIZE & REINF. PIPE PERPENDICULAR TO FND. FOUNDATION INFO A X (ALLOWABLE UPLIFT=2,249#) o LU NON SHRINK GROUT. STEM FOUNDATION ° �� 0 a A PIPE VERTICAL THRU FND. D D -- - /�,` 1 TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE Q D _ I —III �� v z 5X6' EMBEDDED INTO CENETERED @ PIPE GRADE REINF. SEE PLAN = I �\ / EXISTING FOOTING 2-#5X6 IN CONC. PENETRATION PLUMBING LINE D D —_ ` in FILLED CELL _ ��' N DRILL 3/4"X6" MIN. HOLE Cl) I \ \, I SET BAR IN EPDXY El CELL FILLED SOLID, O '. SAW CUT w/ 1 #5 VERT. REBAR `�� `` -1 j _I _� r — • . SEE FND. PLN. I (2) #5 REBAR. MIN. 3" SIZE &REINF. (2) #5 REBAR 16 MIN. (1-STY) COVER EA. WAY I A SECTION ol A/C CHASE 4" PVC 20" MIN. (2-Stv EXISTING FOOTING SLEEVE THRU FOOTING j SCALE: N.T.S. MONO FOUNDATION SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAIVI STRAP RETROFIT FILLED CELL DETAIL TYP. FND. PENETRATIONS SCALE: 3/4" = V-0" SCALE: 3/4" =1'-0" SCALE: N.T.S. SCALE: N.T.S. NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT FILL SOLID BOTH CELLS #5 REBAR (T STD. 90" H00 OLFI� L1142 - +5^ NOTCH WEB AT THE FIRST S'1a.2s` fa F awn I f Z R?.�`C n.E `i?i177�`�$v3 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 i o 0 N Z w Ln OL^ z �0 f� � M ¢Ln aWLL^ z FQ°}-ac%' �U900 z t; W z� LLl C) U Lu Q 3 LUEu IL = O Cn IL Q W Z 0 <C 0 0 Q h- Q z LLu L I�_. Z 01 V) 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 FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRTITEN CONSENT FROM LENNAR CORPORATION. 02018 -THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: _ DATE DESCRIPTION 12.19.17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06,08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 o�s�,�xe -....) .9GJ 1rl- f C. `� �a lig cve w C%J m z 2w w = _ � � Z W tn Q N V = C Ifm W 'd M = W =) It Z ]2 LLi = Ld 5 L' CL: W ❑ SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 380843 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH ss WE TEMPORARY TAPE 'FLAP' // TO HOLD FLAP ,H ouSE 4,1 WRAP Af IG 9' ROUGH OPENING HOUSE WRAP SHEATHING TEMPORARY TAPE 'FLAP' TO HOLD FLAP 2HOU5E WRAP .� SHEATHING O ROUGH OPENING 4' SILL WRAP SILL FLASHING HOUSE WRAP INSTALL FLEXIBLE FLASHING SHEATHING CORNERS AT WINDOW SILL TEMPORARY TAPE 'FLAP' TO HOLD FLAP 2HOUSE WRAP SHEATHING -CAULK BEHIND WINDOW FLANGE BEFORE INSTALLATION. WINDOW FLANGE---\ SILL FLASHING HOUSE WRAP __..- SHEATHING WINDOW FLASHING METHOD 'A-1' WINDOW FLASHING METHOD 'A-1' WINDOW FLASHING METHOD 'A -I' A. A WINDOW INSTALLER WILL GUT THE BUILDING PAPER AT A 45• ANGLE TO A POINT 9' UP AND V OUT A. INSTALL 5ILL 3-STEP PROCESS: 1 FROM THE UPPER COWERS OF THE ROUGH OPENING. OO B. INSTALL CORNER 5NI ELp FLASHING (FAING 4' STEN WITH M015THE �OP SEALANT OR EQ AL)UGH OPENING ON EACH51DE) O A. APPLY A CONTINUOUS BEAD OF CAULKING ON THE BACK SIDE OF WINDOW FLANGE. FLASHNG O B. T415 WILL MAKE A 'FLAP' THAT WILL E USED TO COVER THE HEAD FLASHING IN STEP 6.(INCLUDINGCO 5HI S) B. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. LLB G. INSTALL SILL WRAP (MUST COMPLETELY COVER ROUGH OPENING SILL RNER ELD METAL FLASHING DOUBLE LAYER SPLINE APPLIED VERTICALLY (IF USING FELT, SPLIT 36' - WIDE SHEET IN HALF) 2' TO 4' LAP AT HORIZONTAL JOINT %- - - 21 TO 4' LAP AT HORIZONTAL JOINT � I I I I I I I I I - SHEATHING I BUILDING PAPER HOUSEWRAP I I I 1 I -CUT � WINDOW OPENINGS SHEATHING WRAP BUILDING PAPER OR HOU5EWRAP) CARRIED I' TO 2' ���`., BELOW BOTTOM '"� �``. i ' : �• OF SHEATHING 4' TO 6' LAP AT i� VERTICAL JOINT ` = V W MIN.) BEYOND COIRIER BOARD SHEATHING WRAP DETAIL SCALE: N.T.5. TEMPORARY TAPE 'FLAP' 70 HOLD FLAP ,,// HOUSE WRAP, 777 I I � HEAD FLASHING JAM FLASHING WINDOW FLANGE HOUSE WRAP _...- . _ SILL FLASHING WINDOW FLASHING METHOD 'A -I' OA INSTALL HEAD FLASHING OVEER THE WINDOW FLANGE. B. EXTEND THE HEAD FLASHING 8' BEYOND THE ROUGH OPENING ON EACH 51DE, TO ALLOW MOISTURE TO BE DIVERTED TO THE OUTSIDE SURFACE TEMPORARY TAPE 'FLAP'— TO HOLD FLAP LHOUSE ' WRAP SHEATHING JAM FLASHING WINDOW FLANGE --- HOUSE - WRAP SILL FLASHING --SHEATHING WINDOW FLASHING METHOD 'A-1' ! J A. INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON EACH SIDE. �- B. EXTEND THE JAMS 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 ----------------------------- �61LL FLASHING WINDOW FLANGE ��EAD FLASHING 11— JAM FLASHING WINDOW FLASHING METHOD 'A -I' A. ALLOW THE BUILDING PAPER 'FLAP' TO DRAPE OVER THE HEAP FLASHING. LNOUSE WRAP - ------------------------------ WEATHER RESISTANT CONSTRUCTION TAPE EAD FLASHING JAM FLASHING HOUSE WRAP !� SILL FLASHING ---5HEATHING WINDOW FLANGE WINDOW FLASHING METHOD 'A -I' A. APPLY WEATHER RESISTANT TAPE OVER THE 45. ANGLE CUT ON THE BUILDING PAPER B. ON INSIDE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM x Y Ora nA oa�Qa�.a.�uaaa�ysa»: DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineen . ng.com CA 25948 i CD CDN z LL' o l r l p A En Lu 5 IL LL 00. 041 z uj Lu 0 FLASHING REQUIREMENTS FLASHING AND SEALANTS FOR EXTERIOR WINDOW AND DOOR OPENINGS SHALL COMPLY WITH WEATHER RESISTIVE WINDOW UNIT SECTION R703.4. BARRIER THC] O ESE DETAILS ARE GENERICN A MEANT T SHOW ROH OPENING UGH H. SLOPE GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. W M R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND 0.3in:12.0in BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHERAPPROVED WATER -RESISTIVE WOOD FRAME CONSTR. 0.6 cm : 30.5 cm BARRIER SHALL BE APPLIED OVER STUDS OV S U S OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. UNDER BY LAPPING DOWN ADHESIVE TO BE APPLIEDU SELF -ADHERED FLASHING SELF -ADHERED FLASHING MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN LAYER NOT LESS THAN N S HA 2 INCHES 51 MM .WHERE JOINTS OCCUR, FELT SHALL BLAPPED ( C ENOT WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND - - - OR EQUAL WEATHER PROOF CAULKING EXTERIOR PRODUCT DETAILS S DE LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AN 1 TRA ONS D BUILDING APPENDAGES IN A = i3 CEMT. FIN. 1:,:;.....:: llsssr i::::iiii '` _ - -----_ Y_ --- ----- MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN "' ° SELF -ADHERED FLASHING BUILDING PAPER SECTION R703.1. THE WATER -RESISTIVE BARRIER IS NOT REQUIRED FOR DETACHED A Q 0 C D ACCESSORY TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND BUILDINGS. F ITS SEAL TOPS O JOISTS - rbUBF-LUOR WI E TH R LA 7" ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 Q UNDER DECKING- ` (SEE DETAIL WP07) ::.;::: ::,; :;; ;:; _??':i' : '. `_ 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 �# �n each detail that corresponds to PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT `f' COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT the numbered items in the lis Of instructions below: EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS 1 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN 2 O 1. Install self -adhered flashing in order as shown by numbers EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE 2. Install flashing and weather resistive barrier to form water INSTALLED AT THE FOLLOWING LOCATIONS: shedding laps SELF -ADHERED FLASHING 3. Self -adhered flashing can be substituted for building paper 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR SELF -ADHERED FLASHING W P 02 FINISH SILL/ SHOULDER W P 4. Split the release using the ripcord (Split release on OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE EXTERIOR DOOR WITH DECK - SECTION A CEMT. POTSHELF/CHIMNEY paper 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 ASPHALT ADHESIVE THROUGH SELF -ADHERED S r and adhere to substrate usinga square piece of flashing material P g 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR WEATHER ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD 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 DETAIL WP01) 6. Fold as shown by arrows INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. BARRIER OR EQUAL WEATHER PROOF CAULKING (SEE WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE TAPE EXTERIOR SCORED 7. Angle of corner may vary, adjust folding of the flashing INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL SHEATHING RELEASE PAPER accordingly to fit tight to corner BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE "" """ �0 (BEFORE FOLDING, SCORE 8. Mechanical) fasten as, necessary EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT '::":": ""'" •• SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR (MBEMBLEc WNn W) ' _ -_ ;..2. EXTEND A MINIMUM 6" VERTICALLY FROM ADHESIVE AS SHOWN) PROTECTION AT THE HEAD AND SIDES. BOTTOM OF 1.2 IN ACCORDANCE WITH THE FLASHING S ING DESIGN R O METHOD OF A REGISTERED DES SIGN IGN -- -- HE WEAT R RESISITIVE THRESHOLD O PROFESSIONAL. BARRIER 1.3 IN ACCORDANCE WITH OTHER APPROVED O METHODS. _- _ I N- SEE DETAIL WP02 SECT O A ( ) 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/ AAMA 200, FMAANDMA 250, FMA/AAMA/ WDMA 300 _ -S L E F-ADHERED FLASHING O. OR FMA/AAMANVDMA400. 2. AT THEI INTERSECTION ONOF OTHER CHIMNEYS OR MASONRY O M SON CONSTRUCTION WITH FRAME OR - 2 HEAD FLASHING TIE-IN INSTRUXTIONS: _ STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 1. Cut, fold up & temporarily secure weather resistive 5 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. barrier above header to allow for flashing SELF -ADHERED FLASHING 4 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 SEAL TOPS OF JOISTS 1 6 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 3. Fold weather resistive barrier back over head 2 UNDER DECKING 2 7 6. AT WALL AND ROOF INTERSECTIONS. flashing and seal with tape (SEE DETAIL WP07) 7. AT BUILT-IN GUTTERS. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM � SELF -ADHERED FLASHING LWP05 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 '- E E TECHNICAL -in REFER TO T CHN - 1 Inaccordance I h t W accordance with ................� � ..... > .> LETTER ON CHEMICAL° ° ��:::::::..::: ....-.:;:s;:::.::::.. <::>::::.. Water Resistant Barrier '�..\\ �% ASTMC926 ASTMC926 COMPATIBILITY - SELF -ADHERED FLASHING Lath Felt backed metal backed m Felt back eta) SELF-ADHEREDFLASHING Sheathing '� \ lathe in ate accordance lathe in accordance PATCH I T with AS MC1063 with ASTMC106 3 stucco a : ° ° :iiiii:�i�i��a&iL:•. ....:::... d . ea ' d . .. .' � d Building in Paper . Building n9 Paper ..::•:a:::ni�::::''Fii%i'i1it.: _ a A , d O .... „ ::::::.:•:::::• ::::::::::: ':•::::::..;':ia1F1::.. ° ':;go-.:'»'.. ?:�$ii'aa:�:;�:a:;� is%%aaiii;;;::.. :.::::::.-::::.-_:.:::.::::::::::::::::.:..:.:ii::ihFLs:'::'::;;h::::::::�iii: 'faY;lh;Y;Si ........... ...... ............._......... .................... .. .• - e� a ' � '::: :'.'. :':.::'. / / -�-'7/16 O.S.B. / " :'.'::.':::.':.':. . , n .z 7/16 O.S.B. .. 'r / :::.••::. ..;•:... :::::::::::::::::::::::::•:;:,.;:,::.....,:.:::::::.................................................................................................... .. a d : a d ....... ...... / � ........... sheathing / sheathing SELF ADHERED FLASHING / SELF -ADHERED FLASHING Foundation W ll d a • A. o. ' . .. __ Metal ............. r- . __ to Flashing NAILING FLANGE ;:;:;;;;;•:�:;::;:��>i:;;<:::::: SELF -ADHERED FLASHING a . 8 d . d- .. d• d e -Weep Screed 1 2 d' a �:>.s;• 3,F MIN Installed As Per a Stampede or similar DO NOT FLASH OVER 2 4 Manufact. Specs. & ~ FRC R703.7.2.1 cauk bottom BOTTOM NAILING 8 5 :. joint only FLANGE Maintain Weep Screed Bottom of SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING Q OUTSIDE CORNER WP08 FOUNDATION WEEP SCREED WP09 Weep Screed 2" Above Roof Installed As Per Manufact. Specs.& HALF ROUND WINDOW Sheathing 1/2" Cementitious Decorative Finish •o•. .•o• All inside and •. outside corner will •.,'• •o •••. need to be miter Cement Plaster '•. cut and caulked all .• in accordance •••"o• •o,••. butt joints need to with ASTMC926 ' .• •, • becaulked using ••• over wood 2nd Stampede or sim. floor caulk for all DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW j ...... r SELF -ADHERED 7T SELF -ADHERED FLASHING FLASHING 2 O Cement SELF -ADHERED FLASHING �n/P�� DECK JOIST V V Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE a.. acTon�r*p»otsaa3yL0 :st>. ..LF. DAN SC 0 ENGINEERING, LLC P.O. BOX 3400 Florida Apollo Beach . lorlda 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 i CD 0 N Z w _ Ln � Ln Z n 00 Q Lnn M F, M Q U) J W u- V, Z I< a- a M o Zt¢ zLU LU J 0 o U L X V) LU LU � LLJ C� J Q 0 LU J Q Q Q U Q Z LU z� Q O' C) O LO U 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 IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. - 02c 018 LE NNAR CORP. THIS PLAN NAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2018-THESE DRAWINGS N O IN 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 6UPDTH ED. FBC S(2017) ATE UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 `- . ° uu CS? r r •y °""°"" ���. aes 0 sV �Cim m h! Z � w� _ Q QN ZN LU wM =10 W =* * Z Q LLi = L6 W ❑ SHEET TITLE: WATERPROOFING DETAILS SHEET INFORMATION: JOB NO.: 380843 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH W P March 20, 2018 Re: Wood Construction Connector Com pliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM 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 Fastene's in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 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 r^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 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 ]-Codes. As soon as the updated evaluation reports are completed, tive will apply for Florida Product Approvals. However, reevaluating a large number of products tell 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 6f30t2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit wvnv.strongtie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. A�� Keith Cullum, P.E., LEED AP dvdBDW Engineer, Southeast U.S. Branch Yale 1 of 1 2221 Country Lane McKinney, TX 75009 Phone: 972.542.0326 Fax: 972542.4139 wwuastranatie.wm - N Ca N }. O O QL C OoC:) O L - (n N U ^' O O IL W O 0 O n O LJL �y O rt L1.- j • (%� ♦��J �rO` O Cl) iD L r�sct L O `V LF� _/^�� �- •� VJ Q itsP St+}ctd N4 A3 tfsP ccrnlrak PmduOt Apprrxxa (t fw FL17244.1 8asf30$i ESR-3455 simp�on Sinolr Np, A23 ttorsaA'3€aWrdb Fr6duat Approvht lafo FL10446.2 varrtrarrReptyrt 15asrt (2099) ESR-2606 HD210-2 FL17232.3 ESR-3445 HU21 D-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL1o856.5 ESR-2549 HD216-3 F1_17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10656.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549Cn HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HDO410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 it HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL77236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FLi 1473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HT516 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL-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 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 > O U O }�\� W ) i Cn /� > O'er /i'.'�i. i..L Q v O L n' V/ \ V M W W Q n' Z Z Q J a LSTA12 FL17244.18 ESR-3455 LSTA12 FL10652.4 ESR-21 05 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR3455 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 LTTI31 FL17219.2 ER-0200 LTTI31 FL11496.3 ER-130 LTW12 FL17244.8 ESR3455 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 ESR3455 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 ESR-3455 MSTA15 FL1D852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MT816 FL1D456.34 ESR-2613 MTW18 FL17244.B ESR3455 MT81 B FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MT820 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2106 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL1D456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTSA FL17236.3 ESR-3448 SPt - FL10456.41 ESR-2613 SPT22 FL17244.30 ESR3455 SP2 FL10456A2 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 FL1 D456.47 ESR-2613 - SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTHB FL17244.32 ESR-3455 U24 FL10655A41 ESR-2549 SUH24 FL17232.13 ESR3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.15 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 SHEET NO. PA 1.0 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 end approval numbers on the building components listed below'rf they will be utilized on the construction project forwhich 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 ThertnaTro Firber-Classic andSmoclh-Star(NON-IMPACT) FL20461.1 +67.0/-67.0psf ThennaTru Firber-Classic and Smooth -Star (NON -IMPACT) p�Og61.g +67.0/-67.0 psf ThermaTm Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf T-� ThermeTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2pggl.lq +67.D/-07.O psf ThermaTro Classio-Crsft and Benchmark FL15225.1 +67.01-67.0 psf ThertnaTm Smooth -Star and Benchmark FL15225.5 +67.0/-67.D psf ThennaTm FiberClassic, Smoothstar, ClassicCreft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 42D FL15332.1 - FL15332.5 +40.0/-40.0 psf POT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.D/-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 (8X7) FL15279.85 +38.D/-42.0 psf Clopay Building Products Residential WindCode Doors WG (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED ORS Curies Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Moors FL11537.1 N/A (see lost sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Sedes 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +4D.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-00.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Temko 151b Felt Undedeyment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF' VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA Florida Metal Products, Inc Vent RV10 FL21580.3 NIA Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA E. ROOFING TILES Borer Tile Villa 900 FL7849.27 - FL7649.28 WA Borer Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032"Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N!A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters 8 Glass Galvanized Steel Storm Panels FL17869.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS! USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following infortnetion must be available to the inspector on the jobsile; 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 -4--a CD CD Florida Department of Business & Professional Regulation Florida Department of Business & Professional Regulation Florida Department of Business & Professional Regulation Building Codes and Standards page 1 Building Codes and Standards Pepe 1 Building Codes and Standards Page 1 Florida Department of Business & Professional Regulation Page 102 CD 115rm1e Product Approval Detail 115rm18 Approval Application Detail 115=18 Building Codes and Standards 1/5=18 Product Approval Appidcatlon Detail Application Product 0 �a Product Approval Application Detail FL#20461R2 FL#20481R2 Fu2a1a1R2 O FLAM61R2 Code Entityor Data Data Date Pendlm Data Sr.4de En*, ar i0 deg CagP Pick, 20 /AL \y i..i O raft TYM Yardbn Manufacturer ErsA1Lor C Endrmar6 Lieaua Data I� Data Panrrno Validated Sum FBC Approval Date Approved Stelae _sin TIM Va.]- d�n{da4fursL S� EndrNer&License Validated (3v Validated Submitted FBC Approval Approved $�. T m Verel- I rsL Correct d Enneer& License Valldeted By Validated Submitted FBC Approval A-rvd ANN � `v Validated! By rp at Corporation Ride Wright Lyndon F. Schmidt, P.E. Ryan J. Kng, P.E. 10/152017 07/1221117 10118=17 12/122017 Approved Revision 2D17 Therms-Tru Corporation Rmk Wright Lyndon F. ScitmMk P.E. Ryan r'2112Edlt, 20 20 Date Pendiftia We /A � Revision 2017 Themb-Tat Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 70/15/2017 07f122017 10/182017 12/12/2017 Approved Revision 2017 Thehno-Tru 7675555 J. lUng, P.E. 10/152017 071122017 INISn017 12/122017 Approved IYMVersion 1�0sduatrsr Engtesa & Ucenes Validated By yeladatffi SJ&mlt�t Apprpyed Stang ^1 �� W Category; Exterior Doors (419 29&1740 PE43409 (813)7675555 Category:asaExterior Doom (419) 298-1740 PE43409 (873) Category: Exterior Doors PE43409 (813) 7675555 Revb(n 2017 There Corporation Lyndon F.Schmitt � U ++ y/ +'e Subcategory: Swinging Exterior Door Assemblies dckw�.rwbldgeco uhants. SubCliance Swinging Exterior Door Assemblies kw�mbldgcorlsuAads. Co.c Subcategory:ethod;rE Exterior DoorAssembllas rickw�rvrbMgmmuaanm. rIcIM Wbidli0 cem -Tat Category: Exterior Doom (419 29BM P.E. Ryan J.King, P.E. (419) 298.1740 PE-43409 (813) 7875555 10/152077 07/122017 10/18201T 121122017 Approved ///���tt•[[� Compliance Method: Evaluation Report home cem CompWme Metlrod: Evaluation Report from a Compliance Metlgtl: Evaluation Report from a ' ' /ram ♦ V Cn Florida Registered Architect or a Licensed Florida Florida Registered Archtaot or a Licensed Florida Florida Registered Architect or a Licensed Florida Subcategory: Swinging Exterior Door Assemblies rlckw&wbWgmnsu6ants. V Professional Engineer Professional Engineer Professional Engineer Compliance Method: Evaluation Report from a Florida Registered Licensed Florida corm FL #20461-R2 Products FL#20461R2 Products or a EngArcineer Professional Enghaer L FL#20151R2 Produces Quality Assurance Approved for Use Aoorovedfor Use Imgpgt Des,'rgn QwNN Assuance A for Wo Aoeroyedfartba IBA Design FLY26/61JM Products /O� O Yj O Seta Product Model. Number or Nam Quality Assurance Product Owerloam Contract Expiration can Approved for Use Approved for Use Z OubMa HVHZ l` ialMg! I l 19D §� Product Model. Number or Name Product Desedotion and Expiration Date In HVHZ Outside HVHZ Resistant Pressure `�gg-if Pradupt MotleL Number or Name �p Contrast Expiration Dale In,/HVHZr QubMe a1VHZ O LJL 1 a. There -Tat Fiber-Classio and Smooth -Star Nominal68#39;8 &quokNoMm et8gmk Opaque Da 17/31r2020 ID- No Yea No -ma NIA 8 f. Themia-Tro FlberLbasb and SmoothStar Nominal e&#39;0&qud;Non-Impact&quok Opaque 12/312020 Composite Edge Fiberglass Single Door No Yee No N/A 9 I. Therms-Tru fiber,-Classicand Smooth -Star Nominal e&N39;8 &quokNoa4mpad&qum; Glazed 12/312020 Composite Edge Fiberglass Single Door Na Yes No WA Seat Protluct Motlal. N-bar or Name OudIN Auuranea Pradvat�pdpppp ,Expire ApprovM }or Use Aporovatl for Use Im �k In HVHZ Outside HVHZ Resistant P _ �a Composite Edge Fiberglass Single Door (Inswing/Outswi% X configuration) (Irewing/Outswirg; X configuration) 14 n. Themla-Tru Fiber -Classic and Sm othStar Nominal 88#39;0 &quokNomimpact&qud; Glazed 12131=0 No Yes No WA LIB Q configuration) (Inswing/Oubwinp; X mrmguation) Composite Edge Fiberglass Single Door X OCIO Flf2W81R3 FLN20461R3 F'LuW1at3 (Inawing/Outswing; conrgureflon) - � O 921111 Entld or Date Deg Dab Pending Deg Code ErmN w Comma Endneer & Lim Validated By Data Data Data Pndl ValidatedSubmitted FBC Aogrovel Data A W at" Code Version Me EMKv or Pak Data Data Pandlna �81113 . � � L -tea ♦ ) O Q TV" Vemlon Manufacturer Cor�fact Enpinwr 8 lkansa Valltlafed By ValMomd SubmMed FBC Aoerwel Approved SfeNs IBIS-° Version Manufacturer Typo � Endneer & U-se Validated By FSO Apeneval A ima Q� EnBd or Data We Raft Pending Data ^ i Co Revision 2017 Thertna-Ta Corporation rpp Ridr W' hit Lyndon F. Schmidt, P.E. rg yn Ryan J. King, RE, 121132017 12/132017 12212017 Pending FBC Approve Revblon 2017 Therms-Tru Corporation Category: Ride Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 2981740 PE43409 (813) 7675555 12/132017 121132017 IMI2017 Pending FBC Approval Revision 2017 Thera -Tat Corporation Category: Exterior Doom Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 298-1740 PE-43409 767-6555 12/132017 12/132017 12M201'7 Pending FBC Approval 712E Version Manufacturer apt Engineer & License Validated By VaBtlatatl Submitted FBC Aoorovsi A,,m d at tus � (/7 � Q Category: Exterior Doom Subcategory: Swinging Exterior Door Assemblies (419) 298-1740 PE43409 (813) 787$555 ritkvr�nvblogcenaultante. Exterior Doo s Subcategory: Swinging Exterior Door Assemblies (419) ndkw4rwbklgcomulbnts. Subcategory: Swiping Exterior DoorAssemblbs (419) (813) dolovC.bldgeoraultimm. Revblon 2017 Therma-Tat Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 12113I2017 12/13=17 12212017 ding FBC Appn -0 � v i . Compliance Mdthod: Evaluation Report from a ram Complex ce Method: Evaluation Report from a corn Compliance Method: Evaluation Report from a dose Category: Exterior Doom (419) 290.1740 PE-43409 (813) 7675555 Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Subcategory: Swinging Exterior Door Assemblies ridmQ, vbidgconsu hurts. Professional Engineer Professional Engineer Professional Engineer Compliance Method. Evaluation Reportfrom a ocrn Florida Registered Architect or a Licensed Florida FL#20161-R3 Products F1.020461-R3 Products FLt26181R3 Products Professional Engineer for Qualhv Assumom Aeorovedfor Use Approved for Lies [Mae Dgeipn Quality Assumnce Aparoved for Use. Anroyed for that jag" Design FLt204614t3 Products S99.S Product Medal. Number or Name ,Quality dgyppW P�yg F pEgg Approved for Use Approved Use Ip�(I� QumIM lryH2 I t, $njggpa Rressn parspp@ Sea 0 Product Modal. Number or Name Product Description Contact Expiration Data In HVHZ Outside IIVF¢ Rwmmnt P_ui% Be- # Product Model. Number or Name Product DeacrloUorl Contract Expiration Data In Outside Outside HyJj1 tl aw Promme 1 a. Thera -Tat Fiber -Classic, and Smooth -Star q ok Nomma168,F39;8 8 u NOM quoit Opaque 12l312021 No Yes No N/A 6 f. Themes -Tat Fiber -Classic and SmoothSmr &q Opaque 12/31Y2021 No Yes No N/A 9 i. Therms -Tat FiberClassic and SmoothSmr &qu quoit Glazed 12/312021 No Yea No WA S� Product Modal. Wunder or Nerre Quality Anureae Product OsscrtpUan Contract Expiration Oars Approved for this A, -ad far Use Impact O"IaB In HVHZ Outside HVHZ ay ar i¢ Single D Composite Edge Fbergass Slrgb Door Fiberglass Shy Ie Door Composite Edge Fbegbss Shgb Dow Composite Edge Cominal posite Edge Composite Edge Fiberglass Single Door glass Ingle D (Inmwirg/Outsaing; X configuration) gnswing/Outswing; X configuration) (imlving/Oumwbg; X configuration) 14 n. Therma-Tru Fiber -Classic and Smooth -Star Nominal 80219;0 8quokNOMmpadBqud; Glazed 12131=1 No Yes No WA Composite Edge Fiberptess Single Door Barth criteria Search Comrts Search Criteria (ImwhglOulswinp; X configuration) Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 115=16 Building Codes and Standards 115=18 Product Approval Application Detail Product Approval Application Detail Florida Department of Business & Professional Regulation Pape I di Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards Iffimi8 Building Codes and Standards 115=18 Ft#f522541114 Ftf15225-Rs Product Approval Application Detail Product Approval Application Detail Code Entity or Data Data Dab frame Dam Coe Entity or Data Data Data Pending Date _ Iypg Version Manutadurar Contact Englnasr&License Valldsbd By Validated Subm FBC Approval A,,-,d Status ISM Version Manufactu contact Emlrea&Licensa Vslldatod far Validated Submitted FBC Approval A -raved $bhM. Revision 2017 Thera-Tru Corporation Ride Wright National Accreditation & Ryan J. King, P.E. 1220J2017 09212017 12222017 Approved Revision 2017 Thera -Tat Corporation Rids Wright National Accreditation & Ryan J. King, P.E. 122012017 0821/2017 12221M17 Approved FT.#16332R4 Fr37S332R4 Category: Exterior Doom (419) 296-1740 Management Institute (813) 7675555 Category: Exterior Doom (419) 296-1740 Management Institute (813) 767-6555 Cods Entity or Ra one PaWlm Cat. Code Edhr or egg R{Ig Daft Pending Palit Subcategory: Swinging Exterior Door Assemblies dddwCrwbldgmnsutsnts. Subcategory: Swinging Exterior Door Assemblies ddcw®rwbMgconsuitentx ]Vgq Version likinufactum Contact Enakaar & License Validated By Validated Submitted FBCA22MYN Apttroved ALund 1112 Version Manuf1ct1rer D> Enalimeir &Lam! V IkMW By YJIBdatd $MrsUaat FBQ Approval BpprsYed $Lag Compliance Method: Certification Mark or Letting cpdn Complanca Method: Cer6flcatlon Mark or Llstlng can Revblon 2017 MI Windows and Doors Bmnt Sltknger Ludo Roberto Lomas Steven M. Udah, PE 08/132017 08/112017 08/152017 10/10/2017 Approved Revision 2017 MI Windows and Does Short Stanger Luis Roberto Lomas Steven M. Udch, PE 08/132017 MI 081152017 10/102017 Approved FL#15225R4 Products FL111522544 Products Category: Exterior Doom 4 (717) 31784% Exmdor Doom (717) PE-625142514 (717) 31T-8454 Subcategory: Sliding Exterior Door Assemblies bsltangerCm1wd.cum Subcategory: gory: Sliding Exterior Door Assemblies beltAnr6nilwd Quality Assurance Approved for Use Approved for ties ImplgS D"I2B Quality Assurance Approved for Use Aopreved for Use Impact Design Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Sea • Product Model. Number or Nam Product Description Contract Expiration Daft In MVHz out" HVNZ Raslstsm Pressure Sea 0 Product Model. Number or Nam Product Deaeddbn Contract Expiration Data In HVHZ outside HVHZ Real daM PPr sum Florida Registeed Architect or a Licensed Florida Florida Registered ArchBed or a Licensed Florida 1 a. &quokCbssioCaft&quok and &quOkBendlmark by 618 and 810 Opaque and Glazed Fiberglass Door with 12/3112021 No Yes No N/A 5 e. &quotSmooMSmr&quok and &qud;Benchmark by 618 and ST) Opaque and Glazed Fiberglass Door with 12/312021 No Yes No WA Professional Engineer Professional Engineer TheraTru&quak and without SidekTes. Imwxg and Oubwing Themes-Ta&quak and without Sitleltse. Inswing and Oulkwing fL#1533244 Products EL#t5332R4 Prodmts Seo # Product Model. Number or Name QpatIN Assurance Product Descriaon Contract Evaluation Dam Ago -fig Mp_rpyed hw Ike Ipy.pf in HVQggide,}jldlj,7 Reelsgrd D$ea® Pressure 8eo a Product Model. Number or Na OuaIIN Assurance Product,Qnepatgg Conrad Exdatln Dab Approved for the ppproyed M the Imgeda 12eea® ID HVHZ Outside HVHZ Resisted Pressure Search Crania Search Cr9ala 3 SERIES 420 ALUMINUM $GD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED 0XO 12/312018 No Yes No NIA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12f312018 No Yee No WA 1453/4&quotx96&qud; XO, XX 96&quokx98&quok Florida Department of Business & Professional Regulation Page 1 dI Florida Department of Business &Professional Regulation page 1 of 1 Florida Department of Business & Professional Regulation page 1 di Florida Department of Business & Professional Regulation Pella 1 of i Building Codes and Standards V57m18 Building Codes and Standards Ir=Is Building Codes and Standards 1/ 18 Building Codes and Standards 1/542018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL#jflM t5 R- 5279RS FL513=14%4 FL#i5932R4 Code Entftv or Date Data Data Parana, Date Code Entity or Dp¢ Dide Dam Pmrarg ebb Code Entity or Dots Data Dab Pending Data Code Entity er Data new Dab Pend n l Dam im V4rsa9B Manufactu Conflact EnaMaer & License Validated By Veil Submitted FBQ.Aponoval ftorgi d it" .TyM Yffi14B Manumctu Correa Enaknx & License Validated By V tkkW Submitted FBC Approval A-lowd iiggM murk Version Manuacturer Sconmd Embasr & License Validated By Validated Suarslfted FBC Apprssal Approwd $gars I= Vemin Manufactu contact Enalnex & License Validated By Validated Su41!!!!!p FBC Aogroval AM[4.Yed Status Revision 2017 Cbpay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pruehler 1129121117 08/102017 121=2017 Approved Revision 2017 Clopay Building Products Company Mark Westerfield Intedek Testing Services NA, Gary Pfuehler 112&2017 08/102017 12f=Z017 Approved Revision 2D17 MI Windows and Doom Bred SBAnger Luis Robert Lomas Steven M. Udch, PE O811302017 08/1112017 08116201T 10/1012017 Approved Revision 2017 MI Window and Doom Brent Sitander Luis Robert. Lomas Steven M. Ud h, PE OB/132017 08fl12017 08/152017 10/10/2017 Approved Category: Exterior Doom (513) 7703062 Inc. (513) 519-6568 Category: Exterior Doom (513) 770-6062 Inc. (513) 519-ew Category: Exterior Doom (717) 3653300 PE-62514 (717) 317S454 Category: Exterior Doom (717) 3653300 PE-62514 (7M 317-8454 Subcategory: Sectional Exterior Door Assemblies mweeterieldCdopay.dom Subcaegory: Sectional Exterior Door Assemblies murestarfieMif?dopay.com Subcategory: Sliding Exterior Door Assemblies bi ltAnger(arMed.com Subcategory: Sliding Exterior Door Assemblies bsltanger®m ied.com Compliace Medgd: Certification Mark or Listing Compliance Method: Certification Mark or Listing Compliance Method! Evauation Report from a Compliance Method: Evaluation Report from a FL#15279R5 Products Florida Registered Architect or a Literati Florida Florida Registered Amli ted or a Licensed Florida Professional Engineer Professional Engineer QuaSN Amu rame Apwuyyg far irw Approved for Use Impact; D"kin Quality Assuarc. Aopw.d for U.. APwoved for Use lmmct pea(gg CIO FU16]32-Rt Products FLy15S82Rs Product, Sa lea ;F Product Model. Number or Nam Na p)�gapppgaptim Contact Emlration Dab gddpM In KVHZ QyResistant Pressure it" Product Model, Number or Hems Q In ResistantResistantpt Praimum 37 037 W5.09 PAN-2F151: W, 94, 73, 75,1500, 190, 78, Steel Pen (min. 25 ga.) 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Number or Name Product Descriatin Coati Expiation Dam In HVHZ Outside HVHZ Resistant P1easu[e 42B, 55S, Goss, G056V, GRSS, GRSSV, ARSS, AR5SV, GDSSV, GRSS, GRSSV, ARSS, ARSSV, SOBS, ED5SV 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO OXO 12/31/2018 No Yes No WA 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO OX, XO, XX 12/312018 No Yes No N/A EDSS,EDSSV 145-3/4&quokx80&qugt NON -REINFORCED 96&quotx80&quct; NON -REINFORCED - C Florida Department of Business & Profiessional Regulation Page i Of I Florida Department of Business &Professional Regulation page 1 or1 Florida Department of Business & Professional Regulation Pap of Florida Department of Business &Professional Regulation pane 1 di Building Codes and Standards 115=18 Building Codes and Standards vs2ola Building Codes and Standards 115=18 Building Codes and Standards Sf1016 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CIO F73153324R4 FL#2614tn FLIHIG37R7 FL#174994U 921112 EOtfiv or dog data Data Penillp 2212 22de EDdaL2r 29111 21& IgtaP,,fflM Dent C= Entity or 49$ Did# Ong Data code Entlb n Dal Data Dab pending Data IyM VersLffi l SeQOtagt Engines & Lbme Validated By Lrgbdpgd S FBC Approval Approved Status Im Version Contact Enpinee & Lilxmse Validated By Validated Submitted FBC Approval APBL4Ye$ S� 7)rM Version Manufacturer contact En,lnw&LWmea ValddsWBy FBC Approval Validated Submitted AMIDY4d Staaa }yap Yersg2 ElanudaGal[4L Sc40taGt Enatsaer & Uuanse Validated By Validated Stlamated FIBCA-I Approved Bose Revroxm 2017 MI Windows and Doors Brent SltArgar Luis Roberto Lomas Steven M. Urich, PE 00/132017 OBl172017 08l152017 10/102017 Approved Revision 2017 POT Indus6iea Dean Ruark Mdem4Dede BCCO -CER MlamiDada BCCO - VAL 121202017 111282017 12252017 Approved Revision 2017 CURRIES Division d AADG, Inc Dedlc Dave UL LLC Ted Berman, PE 1113O 2017 10/28/2017 12/W2017 Approved Revision 2017 MI Windows and Dons Brant Stanger American Architectural Steven M. Urich, PE 122912D77 12/13/2017 Validated Category: Exterior Doom (717) M3300 PE-62514 (717) 317-8454 Category: Exterior Doom (941) 486-0100 (786) 315.2590 Category: Exterior Doom (641) 494-2844 (305).M 4707 Category: Windows 17 C7 ) 3853300 Manubdurers Asaoda8on (777) 317-0454 - SubCExterior Door Assemblies bsitangenamiwd.mm Subcategory: Exterior Assemblies druad�pgpndustries.wm 8ubcabBory:ExWlorpoorComponents Complanca Method: Certification Mark or Liking dare.doclo@assaabdoy.ce rid Subcatagoy: Single Hung Compliance Method: CeN6cetion Mark or Listing betangerQmiwd.mm Compliance Method; Eagation Reportfroma Complbms Method; Cedif:etion Mark at Listing Florida Registered Architect or a Licensed Florida FL#11537R7 Products FL#174994t2 Products Professional Engineer FLC514M Products Quality Assurance Approved for Use Approved for Use I.. Desire Quality Asourame Approved for Use gpprovad for Uss IBIpM3 D W- Quality Amu- Approved for We Approved for Use Ins Dimlim FL#15332R4 Protlueb Sag# Product Model. Number or Name Product.D.HcriudoD Contract Expiration Dab In WHIZ Outside HVHZ Resistant Pressure Sag# Product Mosel. Number or Name Product Description Contract unimlbn Dab In WHIZ 4ulakh,.flriii ftnisgld Prswhrs AW Product Motlal. Number or Nam Product Description Contract Expiration Dam In,Outslds HVHZ R1lfitmot P1eDW@ Quality Assurance Approved for Use Approved for Use Impact Desion 10 SGD-5570 (Large Missie Impact) Vinyl Sliding Glass Door 04/142021 Yes Yes Yee N/A 1 607, 707, 727, 747, and 847 Single and Palm of Doom Flush, Glazed, and Louvered single and pairs of 12131=6 Yea Yes Yes N/A 2 185 SH 52x84 Fin/Flange Fmme IG/SG Single Hung 10109=18 No Yes No +6DA80 Bag # Product 6btlel. Nunbar ar WarmProduct Desert Contract Excitation Dab ID,HYRZ. Outside HVHZ Resistant Pfl m hollow metal doors. 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED X7(X 128772078 No Yea No WA Search Criteria 1438quokx96&quok Florida Department of Business & Professional Regulation Papa I of Florida Department of Business & Professional Regulation Page i of O Building Codes and Standards 115=18 Building Codes and Standards 1/6=18 A 1 Florida Department of Business &Professional Regulation Page 1 or Florida Department of Business &Professional Regulation page 1 oil - Building Codes and Standards 1/50018 Building Codes and Standards 1/52018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail � V , FTs15349Re Cods Entity w [apt Date Data PendingOld- �Q2R Cada Enflh w � llyg Data Pending !fib 17.91527945 FLA411378.$11 I012 Version Revision Revision 2017 sainulatu MI Wind Doom SRlmgt Enalnser&Lioenea Validated By Sitnger Val lubmuN FBQAMlroval Appi>md Staag 11M Version MaDidaga¢e[ fdtffiaGt Engineer &License Validated By Validated Submitted FBC Apprslrsl Approved Stagg CIO Code Entity or !t!p 1>ata JLta.Pp 1Lta £951e Entity, Validated By go DBta 1ars.Iip Validated Submitted FBC Approval go -and Cempgry: Windows Brad American Artlnimduml Steven M. Urich, PE (717)3er0nir0 Manufacturers Association (717)3173454 12/31/20'17 12/3112017 0IAAIZ115 Approved Revblon 2017 POT Industries Category: chi: Dean Ruak Miami -Dade BCCO-CER Miami -Dade BCCO-VAL (941)406-010g (7813j 315-2590 1220=17 1208=17 1=512D17 TYM version Revision 2017 Manuhamrar Cbpay Building products Company Ca c Enalnaa&Lic;ma Validated By Mark Westerfield Intertek Testing Servk4m NA, Gary Pkrehler Validated Submitted FBC Approval 11292017 OB/102017 Approved 12/05/2017 statusl" Approved Version Revision 2017 M.Ldkow Cbpay Building Products Company contact Endnea&LI-se Mark Westerfield InleMk Testing Services NA, Gary Ptuehbr 1128/2017 08/102017 roved NAM 12/05I2017 Approved 8ompliance Fixed Compliance Method: Certification Mark or Listing bsitanper�nxwtl.com Fixed Compl Subcategory: Fixatl ComplMce Method: Codification Mark or Lfeting tlroerkt�ingtindustnies.mm O Cate": Exterior Doom (5Q) 770-6062 Inc. (513) 519-6566 Category: Exterior Doom (513) T70-6062 Inc, (513) 519-6566 Subcategory: Sectional Exterior DoorAsaembiles Method: CertlBceuon Mark or Usling msvestemel0edopsy.com Subcategory: Sectional ExImimDoor Assemblies Compliance Method: Certification Mark or Usting rmvesmmeMedopsy.00m 171.915349419 Products 0_Campilsnca Quality Assurance poorov9d..ta� AMmiyett imMet pQualitylgDQualitywrame v Aa Approved ter use Approved for Use Jppf 1�lm FL#15279R5 Products FL#152794R5 Products All Product Model, Number or Nara Product Desidedon Contract Expiration Daft 1, IfVHZ Outside I SBo # Product Model. Number or Nacre Product Description Contract Expiration Dam bad Outside HVHZ Reshan d Pressure Sag# Protluct Medal. 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GRSS, ARSS, EDSS WINDCODE&#174; W S Garage Door PSF 4RST, BRST, GOSS, GRSS, ARSS, ED58 wide) W INDCODE&#174; W6 Garage Door PSF #+ --•^---•- U O Florida Department of Business & Professional Regulation Page 1 or 1 Building Codes and Standards Product Approval Application Detail v52o1a /� Florida Department of Business & Professional Regulation Papa I or I Florida Department of Business & Professional Regulation page 1 oil ICU Building Codes and Standards 115=1e Building Codes and Standards vsrmla F1.0117649RB Vod. Enr nape& Date W Product Approval Application Detail Product Approval Application Detail ILfM Version Manufacturer Qgatagt Enn License Validat d By VA SlI � FBI: &=Mi A $d awn Revision 2017 Thera-Ta Corporation Category: Exterior Doom Ride Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. (419)296-1740 PE43409 (813)767-6555 1W1812017 10/1B12g1Y lorzM017 12n22017 Approved W FL#239425 FLIH5351R5 Subcategory: Swinging Exterior DoorAseemblles Compliance Motlgd: Evauation Reportfrom rldcwerwbidgcensutarts C Coro - IvM Yealm Manulactu Entity or Sled Emlmer & Llama Validated By new Data Dam Panama Velade xi Submitted FBC Approval Dam Appmys9 atabla Code mm Version Manldactu Entity or QQnaapt Enpima & License Validemd By Data Data Dam PaMlm Validated Submitted FBC Approval Dam Approved Stagg a Florida Registered Architect or a Urfensed Florida G Q Revision 2017 PGTlnduetriea Dean Ruark Miami -Dade BCCO-CER Miami -Ostia BCCO-VAL 12202017 12/082017 1212512017 Approved Revision 2017 MI Windows arid Doors Brant Sitargar Amerlran Architectural Steven M. Undh, PE 01/0312018 07/032 Validated Proftsalonal Engineer018 � z Category: Windows (941) 48"IOD (786) 315-2590 Category: Windows (717) 3653300 Manufacturers Association (717) 317-8454 FLf76404t6 Products SubCaftpory: Single Hung dmarkfpg9ndustnes.com Subcaegmy: Horizontal Slider bsitingerCrOwd.com Compliance Method: Certifcaton Mark or Listing Compliance Method: Certification Mark or Listing Quality Assurance Approved ter Use Aligiam d for Use Impact Roston Z sea 0 Product Model, NunbaorHam Product Description Contract Expiration Date In KVHZ OumMeHVLfL Emma rRaswro FL#2I9 Products ELS33 351R5 Products 1 e. 8quokFlbenCteaslo&quot, &quokSmwtinSmrBquat;, 681139;88quoklmped&quok Grazed Fiberglass 12/312021 No Yea Yea N/A Quality Assuaneo Approved for U. Approved for Use I. Dag Quality Assurance Approved for Use Approved for Use Ira x. Dealer &quokClawicCmft&qud; or&quokClmicCma Single Door -(X) Inswing or Oumwing Configuration J SaeR Product Model. Number or Nam Product Description Contact Expiation Dam InKVFiZ Outside HVHZ Resistant P-, 8991 Protluct Medal. Nrmbar or NanaProduct Description Contract Expiration Dam In-HVKZ OuWdo HVHZ assistant Pressure Rustic&quot 7 SH5600 (Large Missile Impact) Vinyl Single Hung Window 07130=0 Yea Yes Yea N/A 1 HS 188 Fin and Flange Fmme 73x62 Insulated Glass 02/16/2019 No Yes No +55/-55 SHEET NO. PA 1.1 - Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 Of 115=18 Florida Department of Business & Professional Regulation Pape 1 of Building Codes and Standards 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Papa, of 1 II52ot8 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 ell 11srm18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail LFLI153E3R3 FI3M1f211 "31924" FL#1310ZM Code ]yap Version MmufiEw EMHv or Dyne S'c4➢Ngt Englrrsr&Lkeme Validated By )(aiddatad Demob Dam Pandora Submitted FBCA-1 Data Amrsred status Code LM version ttaMdactBer EntlN or Data Data Date Pending Date DJmtact Eminaor&License validated By Y511daSffi Submitted FBCApproval Approved Status Code mm version mtamllfaopmC Entity or g!m Deb paw landing Caloct Endimx&License validated BY yaiidatffi Submltssd EfiQhWoval PA. Apanxivej auta Curie im vemlon Manufacturer dJJLB Eopk—&.Lk� Valid.mdBy Daft Data Data Perwino 29ta yaWlatad Submitted F Apn[od status Revision 2017 MI Windows and Dw. Category: Windows SuIeCatsgory: Mullen Compliance Method: Evaluation Report from a Brent Sltlinger Lott. R Lomas, PE Steven M. Urich, PE 1Q232017 (717) 3653300 PE32514 (717) 317-8454 IOMM017 10262017 12(122017 Approved Revision 2017 PGT Induatriea Category: Windows Subcategory: Mullions Compliance Method: Certification Mark or Listing Dean Ruark Miami Dade'BCCO - CER MlamFDade BCCO - VAL 12/052017 11/152017 12ZWO17 Approved (941) 488-01 DO (786) $15-2590 dmark&gtlndustries.mm Revision 2017 James Hardie Building Products, Ins. Category; Panel W.I. Subcategory: Siding Compliance Method: Evaeatbn Report from a Pingsheng Zhu Ronald I.Ogawe John Southard, P.E. 08252017 OW=2017 oau=017 (909) 349-2927 PE-24121 (352) 367-2526 plrgshenzhu@jameshar die.aom 101I D2017 Approved Revision 2017 James Hardie Building Products, Inc. Category; Panel Wells Subcategory: Sidling Compliance Method: Evaknabor Report from a PNgshen; Zhu Ronald I.Ogawa John Southall, P.E. (909) 340-2927 PE-24121 (352) 387-2526 pirgeheng.zhuQjameshar dla.00m 08/25=17 0809/2017 08=7017 101102017 Approved Florida Registered Architect or a Licensed Florida Professional Engines,FL#251R71 Prodrrota Florida Registered Architect or a Licensed Florida Professional Engineer Florida Registered Archted or a Licensed Florida Professional Engineer F1.015353R3 Products Quality Assurance Approved for Use Approved for Lisa, Ire t Design F1813192R5 Pradueb FL1H3192R5 Product Aga Product Model. Number or Noma Product D,sertWee Contract Evalation Data In.tiYtlZ outside HVNZ Resistant PrfmNm 8aoa Product Model. Number or Norm Quality Assurance Approved ProdactDeacrtptlprr CwWactEmlradon Gets In for Use Apmoved for use HVHZ OuhMo HVH2 Fact Casidn 12ssWrrt Erwsuro 1 Mullions Doors and Windows Aluminum Mullions 05/262021 Yea Yes Yes WA Se * Product NotlN. Number or Name Quality Assurance Approved for Use Approved for Use Product Description contract Eaolretlon Deb in MM1¢ Oublde HVHZ Im DQWM ism d!�gu)g 8,�i Product NodN. Number or Nmro Quaffity Product Dxedptbn ContractEmketlor Data Aggrieved nHyHfor ua, Approved for Use Impact Dewlap � Outside HVHZ Resistant Prr 2 5784 Vertical Aluminum Motion 12/312018 No Yea Yes WA 1 Cemplank Lap Siding fiber -cement lap siding 121312020 Yes Yes WA WA 2 HardiePlank UP Siding fibercepmM lap siding 12/31r= Yes Yes WA N/A 8earoh Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 1/5rm18 Fi#15983-R3 COOD Er4M or Date Data Data Pending Data MW Version Manukcturer Cents Enolneer&Liceme VdMsted By vapid Submitted FSC APgoval Approved Atlanta Revision 2017 MI Windows and Doors Brant Sltlirger Luis R Lomas, PE Steven M. Udch, PE 101232017 10/162017 102MO17 12/122017 Approved Category: Windows (717) 3653300 PE-62514 (717) 3174454 Subcatbgory: Mullom bsilinger®mlvd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Prolmlonal Engineer EL#15353.R3 Products Quality Asursnge Approved for U. Approved for Use Impact Drlon Seas Product Model. Number or Name Product Description Contract Emlrason Date In HVHZ Oueld. NVt¢ Reekfem Pressure 2 5764 Verdeal Aluminum Muaon 12/312018 No Yes Yes WA Florida Department of Business & Professional Regulation Page f of f Florida Department of Business & Professional Regulation Page 1 of i Florida Department of Business & Professional Regulation Building Codes and Standards 1/512018 Building Codes and Standards 115=18 Building Codes and Standards Page, oft 1g2p18 Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail FLM1R11 FL#13182R5 FLl13192R5 Cow EraiN or Deft Data Date pendlno Data Code E.uw or past dDOW Data Pendirw DMa Coda Small o Data.� Data Pendlee Data moll version Minufacbrar cont Eeein& Lk,— By necaor oved states vallllvW Submitted FBC Aooroval Approved m im version Menufacturw ng C4ldagt Eineer&LkerBe validated By By validated a,,�IgM3 E@diAo�yal Apa3il4$' $!l4UE jyap Version ttam!!falMIQL contactEnglnsar&Lk,me Vaam ddBr 3)abmtlMd f@4. 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Pingsheng Zhu Ronald L Ogawa Jahn Southard, RE 01125/2017 08992017 08282017 101IM2017 Approved Revrclorn 2017 James Hardie Building Preducts, lda Pingeliang Zhu Ronald I.Ogawa John Southard, P.E. 0826=17 08109=17 0828=17 10/102017 Approved Category: Windows (941) 486-01D0 (786) 315-2590 Category: Panel Walla (909) 349-2927 PE-24121 (352) 367-2528 cateeorY: Panel Wale (909) 34&2927 PE-24121 (352) 387-25M Subcategory: Mullions druarkiiipg8ndu0riss.wm SubCatagory: Siding pingsmngzhu@jarmshar Subcategory: SMIg Phlgstupgzhuftngahar Compliance Method: Certification Mark or Listing Compliance Method: Evaluation Report from a dle.com CompWscc Alcpuod: Evaklatiort Report from a dfe.cem Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida FL#281R7f Prodruete Professional Engineer Professional Engineer Quality Asc—, Approved for rise Approved for U. Impact Doslon FL#13192R5 Products F1.03192R6 Products all" Product Modal. Number or Name Product Description Contract Expration Dais In KVHZ Outside HVHZ Resistant Pressure 1 Mullions forAll Doors end Windows Aluminum Mullions 05282027 Yes Yes Yes N/A Quality Assurance ADprovad for the Approved nor Use lmpict L am Approved for Use Approved for dba Imoae! D� sanis Product Model. Number or Name 1 Camplank lap Siding product Designation Contract Expiration Data ink outside HVH2 aler-cement lap siding 12/312020 Yes Yes itesfete to drrwure WA NIA Sees 2 Product Model. Nmrrbar or Name HardI.Plank Lap Siding proArd Deaedotlorr CprWaetEmMlon Date Iber-cement rep aiding IM1rm20 In NVfQ outside HV1¢ Yea Yes Resistant WA drry�aure WA Search -Grdteda Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 off 115/2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page 1 of I a2m8 Florida Department of Business & Professional Regulation Building Cozies and Standards Product Approval Application Detail Pap 1 of 1 1/5=18 FUH5272R2 FLafe272-RI FLe10124R26 FLM2321114Ra Code Eaft Pending Data Data Date Datea E or Deb � Pending Data CaH t� Dab pwxuee C orRa _ Data Dab Pearson mm version dffinul- 1pr Sr!?lmgt Enolrmer & Lk.ma Validated By PBC validated Submitted FBC Aooroval Apnt4Yed AIa(ya Version ,3yga Yau1on d�pblC@i D4➢4ct Endinear &Llama Vdidatetl By FBC YaplBlad $phmllMd FBC Agorwal ApprgygQ dltabds JYnt Version ttamWagbler Dasrtad Enoboor 8 Lkome validated By validated Sutal� 1 Approval Approved Audit 1:121 lion t C� Enammr&License Validated By validated FIBC ApQmYal Revision 2017 Alside NUThompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/0412017 101032017 101112017 12/12/2017 Approved Revision 2017 Make Nick Thompson Lyndon F. Schmldt, P.E. Ryan J. King, P.E. 10/04/2017 10/032017 10/112017 12M22017 Approved Revision 2017 OAF Michael Stan Robert Memnon John W. Kneesvich, PE OW272017 092=17 091=017 12112/2D77 Approved Revision 2017 TAMKO Building Products, Inc. Kepi Eden Zachary R Priest Locke Bowden AQg8Y4!✓ 10/192(117 10052017 Arad■ Category: Pane] Wells MO) 922-2389 PE-43409 (813) 767-0555 Category: Panel Walls (330) 922-2389 PE-4U09 (813) 767-6555 Category: Reeling (800) 7683411 PE-59166 (954) 772.6224 Cat": e2486M PE-74021 (334) 300-1800 1Q202017 12/122017 roved Approved Subcategory: Soffits nthompsonaalslde.cem Subcategory: Softly nthonpsonCalalde.00m SubCatagory: Asphalt Shingles me9eh@gaf com ppry: y uti low keM_edeuAlariro.com Compliance Marl Evaluation Report from a Compliance Manned: Evaluation Report from a Compliance Method: Evakation Report from a po Co.upasce 1leticd: Evaluation Report from a dwd: al Florida Registered An7stad or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florid. Professional Engineer Professional Engineer Professional Engineer FLY10124R2g Products Protambnal Engineer FL#1232SRa Product, FL#152n4t2 Products Quality Assurance A,—d forAmman! for UN Impart D,Mtan FLrr15272R2 Products Quality Au— Approved for use Approved for Uac Im—A Qlalmn Quality Assurance Aggrieved for We Apgrondfgrtbe IMRW gwo A Bag a Product Model. Number or Name Product Desodption contract Expiration Mt, In NVH2 Outside HVH2 gestalt p�gy�@ aea • Product Model. Number or Name Product Daecdo9op Contract Expiration Data n NVH Outside HVHZ g Pressure &go a Product Model. Number or Name Product Dissertation Contract Exaltation Date ja_(�Ij R ,re 11121 Product Model. Nr.Nbr or Nimes ntgaltb n D Centred107=onDab Expiration A AQwgvad far pia f� InHVHZOubtdes 33s �IaQ Pressure 1 a. &quot;2T8quoti Solid Vent of Solid Vinyl Sotfi[ 12/312020 No Yes No WA 2 b. &qud;/Ullance T48quot Soffit Vent or Solid Vinyl Soffit 12/312020 No Yes Na N/A 1 OAF Asphalt Roof Shingles Fiberglass reinforced 34ab, laminated, 5-feb and 10/202018 No Yes WA WA 6 No. 15 UL AphlsaWabd organic fee 01/072019 Yea hlplddge asphalt shingles Yes WA NIA WA CSjasach Call Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 all 1/5=18 FL11169154f2 _ Code Entity or Data Data Dab Pending Data im Varslon Manufacturer Sdmfasd Engineer&License Validated By Validated Submitted FBC Aaoraval Approved mow& Revision 2017 L.V.Thompson, Inc. the Thompson Architectural Tony Christman Zachary R. Priest Locke Bowden 101102017 10/102017 IW17QO17 12/122017 Approved Metals Company (TAMCO) (813) 2483456 PE-74021 (334) 300-1800 Category: Roofing any®gometalrooMg.wm Subcategory: Meeting Accessories that are an Integral Pad ofthe Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLOlMS412 Products i Product Model. Number or Name Quality Assurance Product Deacretion Contract Expiration Date Ancroved for Use, Avoroved for Lim 1, Drain, In NVHZ Outside HVHZ Realism Pressure 1 TAMKO Flat Top Off-Mge Vent with Bast for Tit 28 ga. static roof "Muslim with baffle 09A 2026 Yea Yea WA WA FMOS481 code mm version Manufactiult Revision 2017 Florida Metal Products Inc. Category: Roofing Subcategory: Reefing Accessories that am an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F1.821680R1 Products awl Product Model. Nu eleer or Norm 3 3 - FLAMCO &quct;RV 10 Rollie Vem&quok Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1.f 1 /512018 11 ENM or DDd DataDab Pending Dab Cents Engineer&Licema Validated& Submitted FSC Aoorosl Ao,—d aMpi Clad Jouae James L. Bucker, P.E.@ Michael John Plainer. 101Z52017 1CM52017 10272017 12/122017 Approved (904) 783-04DO CBUCK Englnmdng P-E. clarkCilamce.cdm PE-31242 (561)414.7557 Qualty Aeauranrs Approved for Ilea Angrovad for Use Ilopafd D.I., Product Deregulation Contract Fxoiration Daft In MVXZ outside XVFRZ Rea®am Pressure Aluminum Ridge Vent for pitched cools fabricated 121J72020 No Yea No NIA from 0.025' Aluminum Florida Department of Business & Professional Regulation Pogo i of Building Codes and Standards 1/5/m18 Product Approval Application Detail ES074"t_1 Code Edit/ or Data Dace Date pendee Data SYae Vanden Manufacturer Contact EngidsarSueama Validated By YaSdate$ SubmWAd FBCA,—1 Approved Status Revision 2D17 Sorel Roofing l MonderLlfetife Th... Jemmett IAPMO uniform Evaluation GaryW.Waker 1Wa/2D17 10106/2017 1021/2017 Approved Category: Roofing (602) 269-2268 Services LLC. C205) 854-0160 Subcategory: Roofing Tlles tMmsjemmeSriiiboralm Complainer Main.& Evaluation Report from a in Product Evaluation Entity FLA71149R11 Products Quality Asuuance Approved for Use Approved for Use Impact Deaden MA Product Model, Number or Name Product Divarcriodon Contract Exalmtion Data h, Outside HVHZ Resistant Pressure 16 Saxony 900 Flat Profile - Mean, CA 101042018 No Yea WA WA Search Criteria Florida Department of Business & Professional Regulation Page i off Building Codes and Standards 115/mia Product Approval Application Detail FL#18918R2 Code EMM or DOW Dow Data Pending Date MGM version MOmdi to Cpntapt E-I,—& Li,,— Validated By validated submitted FBC A-1 AgglQYpd Status Revision 2017 L.V. Thompson, Inc. ribs Thompson Archimduul Terry Chrietrnan Zachary R. Priest Locke Bowden 10/10/2017 10/102017 10/172017 12/12/2017 Approved Metals Company (TAMCO) (813) 2483456 PE-74021 (334) 300-1800 Category: Roofing ton yagometalroo8ng.00m SubCaegory: Roofing Accessories that am an Integral Part of the Roofing System Compliance Matted: Evaluation Report from a Florida Registered Architect or a Lhxmsed Florida FL#16918R2 Products Professional Engineer 8ealr Product Model. Number or Name Quality Amu—, Product Daviortort Contract EMeNtion Dab Agoroved for Use Approved for We 1, Dmipn in NYX2 Outside HYN2 Reelsta Pressure 2 TAMCO Gooseneck vent 26 ga. 09/09/2026 No Yes WA t01d2.5 Florida Department of Business & Professional Regulation Paga 1 of l Building Codes and Standards iiii=ia Product Approval Application Detail FLir8l9-R11 Code E of 291 Mt, Dab Fended Data 3)nal V.relOn Mamdaceir Come Enalnear & Lkemro e Validated By validated Submitted FBC Agoval A,,—d Dtits Revision 2017 Bonet Roofing IMonierLdetile Thomas Jemmett lAPMO uniform Evaluation Gary W. Walker 10/182017 10/062017 102112017 Approved Category: Roofing (602) 269-2288 Services LLC. (205) 854-0180 Subcategory: Roofing Tlls ttronua.)emmeit@boral.ce compliance all Evaluation Report from a in Product EV8luatien Entity FLi7e49Rf 1 Produeb Duality Assurance Aouroved for Use Approved for Use impact Damien Sao # Product Model. Number or Name Product Deacrtogon Contract Expiration Data In i Outside HVH2 j wift P—um 17 Saxony ON - Country Slate, Hartford Slate, Shake, Slate, Flat Profile - Stockton, CA 10/04/2018 No Yes WA NIA Split Old English The" FL#18918R2 Code im4 version ttamdactu mr Revision 2017 L.V. Thompson, Inc. dba Thompson Anctiilecmrol Metals Company (TAMCO) Category: Roofing SubCategory: Roofing Accessories that ere m Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida 19L01691"t! Products Profeselonal Engineer a-* Product Model. Number or Naar 3 TAMCO Off -Ridge Roof VeM with Bass FL#7849R71 Code mm version Manufacturer Revision 2017 Boral Roofing / MonlerLlfe6le Category: Roofing Subcategory: Roofing Tlies Compliance McRrod: Evaluation Report from a Product Evaluation Entity F1.07849-R11 Products Sege Product Model. Number or Name 27 villa 900 Searoh Crtbrta FL1784MIl Coda MM version Manufactu 4L Revision 2017 Soral Roofing / Monied Yaffe Category: Roofing Subcategory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity FLi784BR11 Preeuele Sea # Product Model. Number or Nema 16 Saxony 900 -Country Mate, Shake Ur p; Slate Search Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail anuty or Contact Engineer&Lkoma Tony Chdaiman Zachary R. 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Product Demorlortim Contract Expiration Dab In trim glow.Imo fladmetent per, Flat Profile - Henderson, NV IOM42018 No Yes WA N/A FL#15918R2 Code. 3yap viaml40 ltamdactu Revision 2D17 i Thompson, inn dba Thompson Arduaacieal Metals Company (TAYCO) Category: ReaRq SubCala": Roofig Accessories that sod an Intagrel Part of are Rooerg System Con4lleace Method Ewtechon Reportfo ■ Florida Resell Arddbd or a Licensed Ro Pmftssww Engineer FL#169f &R2 Products Sena Prodretaiodel. ehshar or Nam, 4 TAMCO Road TOP OIFRige Vert With BatMkr Ti FLR8WR11 code Mostversion Manlocbtrer Revision 2017 Soral Roofing / Modadaia Category: Flooding SubUtagorr Reaiq lti Core - mob.& Bowan Reportfwm a Product Evaeeroru Eft RJ7784MI Products 2221 ProductMsdeL MarareNsme M Vila 900 Search Cr(brta BIT14MI C20 mm Yed1 M smies er Revision 2017 D" Reefing / Mbilf tAMb Caarj I Fooling aeaiCaUgary: Roeaag 7is Ca 4• Meant Gatslfaa ReFut tv a Pa." Evalua8s Oft EL#1 220 19 am" goo- Cssy swa Skse. 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